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File Documents.1411 Crystal Lake Rd.0062.2018 (31).ARBK
0062-2018-ARBK_BuildingComments_1 Page: Smallwood A-101 File Name: Valley Group Drawings 03-21-18.pdf Subject: Hot Tub Author: nickt Color: The hot tub is subject to REMP unless you can provide documentation that it is less than 64 sqft and CEC or APSP-14 listed (Ordinance 40, 2016). Additionally, demonstrate or note that the cover is ASTM F-1346 listed (2015 ISPSC 305.1 exception 1). Valley Group Drawings 03-21-18.pdf (12) Page: Smallwood A-101 File Name: Valley Group Drawings 03-21-18.pdf Subject: State Demo License Author: nickt Color: Provide an approved Demolition Approval Notice or a Demolition Notification Application Form stamped approved by the CDPHE. Page: Smallwood A-102 File Name: Valley Group Drawings 03-21-18.pdf Subject: PlanCheck Author: nickt Color: Provide access to the crawlspace under the living room fireplace (2015 IRC R408.4). Page: Smallwood A-102 File Name: Valley Group Drawings 03-21-18.pdf Subject: Electric Panel Author: nickt Color: Show the location of the electric panel. Adequate working space and equipment space must be provided and it may not be in a closet (2017 NEC 110.26). Page: Smallwood A-103 File Name: Valley Group Drawings 03-21-18.pdf Subject: PlanCheck Author: nickt Color: Provide the relative elevation of the landing on each side of the door and the height of the threshold above the landings (this can be spot elevations and/or a detail). Distance from exterior landing to top of threshold may be a max of 7 3/4" if door does not swing over the step. (2015 IRC R311.3) H ROARING FORK RIVER 15' SETBACK FROM TOP OF SLOPE EDGE OF WATER EDGE OF WATER WETLAND DELINEATION HIGH WATER LINE 100 FLOODPLAIN TOP OF SLOPE ACK ROPERTY LINE 7985 7984 7987 7986 7984 7975 7975 7975 7976 79777978 7979 7980 7981 7982 7983 7984 7985 7983 7984 7985 7986 7985 7985 4.257984.75 FFE+7985.0 FFE+7985.0 DI 7983 GARAGE FFE +7984.5 +7983.68 7982.0 7981.0 7983.0 7982.07981.0 7983.0 7983.0 7983.0 DI 7982.70 7984.0 +7984.58 +7983.58 +7984.0 +7984.0 +7984.44+7984.37 7984.08 DI 7984.10 DI 7983.33 FFE+7985.0 FFE+7985.0 +7984.66 +7984.58+7984.66 +7984.58+7984.66 +7984.08 +7983.58 +7984.08 +7983.58 +7984.08 +7984.177984.0 +7983.75 7983.75+ +7984.17+ 84.0 15' SETBACK FROM TOP OF SLOPE EFFECTIVE 10 TOP OF SLOPE WETLANDS DELINEATION LINE MEAN HIGH WATER LINE EDGE OF WATER LINE (10-15-15) 2 9 12 12 2A-301 3A-301 13 1314 ENTRY PORCH RESIDENCE GARAGE PROPOSEDTERRACE DS DS DS DS DS DS DS DS DS DS DS SPA 1 8 4 19 18 20 21 22 IssueRDS PERM 5 6 78 9 10 11 12 13 14 15 16 1718 19 20. 21. 22. The hot tub is subject to REMP unless youcan provide documentation that it is less than64 sqft and CEC or APSP-14 listed(Ordinance 40, 2016). Additionally,demonstrate or note that the cover is ASTMF-1346 listed (2015 ISPSC 305.1 exception 1). OPE EDGE OF WATER WETLAND DELINEATION HIGH WATER LINE 100 FLOODPLAIN PROPERTY LINE 7987 7986 7976 79789 7980 7981 7982 7983 7984 7985 7986 7983.0 7982.0 7981.0 7983.0 984.0 7985.0 +7984.17 7984.0 +7983.75 7983.75+ +7984.17+ TRUE NORTH ARCHITECTURALNORTH NOTE:ARCHITECTURAL ELEVATION 100'-0" = SITE ELEVATION 7984.75' OM TOP OF SLOPE EFFECTIVE 100 YEAR FLOODPLAIN TOP OF SLOPE WETLANDS DELINEATION LINE MEAN HIGH WATER LINE EDGE OF WATER LINE (10-15-15) 1 12 3A-301 GARAGE DS DS 0' SIDE YARD SETBACK 4 voice 970.544.4851 email: LAM@MenendezArchitects.com715 W. Main Street, Suite 104 Aspen, Colorado 81611 KEYNOTES 1 PROPERTY LINE, TYPICAL.2 DASHED LINES DEPICT EXISTING HOUSE TO BE DEMOLISHED 100%. 3 EXISTING DRIVEWAY TO BE REMOVED. 4SETBACK LINE, TYPICAL.5 EXISTING TREE REFER TO LANDSCAPE PLAN FOR TREE REMOVAL AND PROTECTION PLAN. 6DASHED LINE INDICATES SECOND FLOOR FOOTPRINT ABOVE.7 WINDOW WELL. 8DECK, REFER TO LANDSCAPE PLANS. 9 COMPACTED ROAD BASE DRIVEWAY. 10ENTRY WALKWAY PAVERS WITH HYDRONIC SNOWMELT SYSTEM, REFER TO LANDSCAPE PLANS. 11GUEST PARKING. 12DASHED LINE INDICATES ROOF OVERHANG ABOVE.13DIAGONAL HATCH INDICATES AREAS OF SNOWMELT. 14TRENCH DRAIN, SURROUNDING CONCRETE SHALL CONTAIN SNOWMELT TUBING.15STEEL SITE WALLS, REFER TO LANDSCAPE PLANS. 16BEAM STONE BOULDER WALL, REFER TO LANDSCAPE PLANS. 17BUILDING LAYOUT STARTING POINT.185" THICK REINFORCED (#4 BARS AT 16" O.C. EACH WAY) COLORED CONCRETE PAVING WITH EXPOSED FINE AGGREGATE FINISH OVER 2" (R-10) RIGID 1411 CRYSTAL LAKE ROADASPEN, CO 81611 Provide an approved Demolition Approval Notice or aDemolition Notification Application Form stamped approvedby the CDPHE. G I J K LA-202 1 UTILITY ROOM OWNER'SSTORAGE RM. 5 PLAY ROOM MECHANICALROOM 2A-302 2 3 4 5 116'-2 1/2" 24'-8"6'-4"27'-8"3'-4"17'-8" 1A-3022A-303 2'-0 " 6'-1 1 3'-9 1 / 2 " GAMESTORAGE H 2 9 15 16 4A-304 1 BAS Provide access to thecrawlspace under theliving room fireplace(2015 IRC R408.4). O S ELEVATOR OWER 5 T RM. 5 PLAY ROOM HALLWAY 1 MECHANICALROOM 1 2 3 4 23'-1"3'-4" 4'-6"6'-10"5'-5 1/2"6'-0" 2'-0 " 6'-1 1 " 6'-0 1 / 2 " 7'-1 " 5'-0 " 1/2"6'-10"5'-5 1/2"6'-0" 6'-8 " 6'-3 1 / 2 " 4'-0 1 / 2 " 4'-3 " 3'-9 1 / 2 " GAMESTORAGE STAIR UP 2 5 8 9 2 12 13 15 15 Show the locationof the electric panel.Adequate workingspace andequipment spacemust be providedand it may not be ina closet (2017 NEC110.26). ABCD GI JK LM 1 2 34 57 8 9 1011 A-2012 A-2021 A-2022 A-2011 P Q OA 1 2 1011 ELEVATOR UP WDDWRANGE+ HOOD REF /FZRTALLPANTRY shoes /boots /shelves shelvescounter (36" aff)storage below shelvesanddrawersprinter BEDROOM 2 CLOSET 2 SHOWER 2 BATHROOM 2 CLOSET 2B BEDROOM 3CLOSET 3BATHROOM 3 SHOWER 3 MASTERBEDROOM MASTERCLOSET MASTER BATH MASTERTOILET RM. MASTERFOYER HALLWAY 2 LIVING ROOM KITCHEN DINING ROOM LAUNDRY POWDER OFFICE MUDROOM HALLWAY 3 SERVICEENTRY GARAGE OWNER'SSTORAGE DN 65 7 MASTERSHOWER 1A-303 1A-303 2A-302 2A-302 15 16 17 18 20 21 22 232425 262728 29 36 3031 32 33 34 35 I K MF Q 67'-9" 16'-0" 18'-6" 18'-6" 14'-9" 115'-9"42'-9"31'-0"21'-0"21'-0" 47'-3 1/2" 116'-2 1/2"3'-0"5'-9"3'-0"24'-8"6'-4"27'-8"3'-4"17'-8"3'-4"21'-5 1/2" 23'-8" 13'-2" 3'-0" 7'-10" 12'-4" 5'-5 1/2"6'-7 1/2"5'-5 1/2"5'-11 1/2"13'-3 1/2" WINDOW WELL WINDOW WELL 1A-302 1A-302 2A-303 2A-303 A-2032 A-2033A-2036 A-2035A-2031 33'-4"13'-11 1/2" 5'-1"4'-11 1/2"11'-5"1'-8 1/2" 9'-8" 1'-8 1/2"10'-6"7'-2" 3'-7 1/4"3'-9 1/2" 1'-7 1/2" 4'-6" 2'-2" 1'-1" 3'-0" 3'-4" 6'-8" 5'-2" 7'-10" 1'-11 1/2"4'-2"4'-1"2'-8 1/2" 8'-0"6'-5"7'-5"5'-5"15'-6" 8'-2 1/2" 5'-0" 9'-9" 1'-6" 1'-2" 3'-4 1/2" 3'-3 1/2" 14'-9" 4'-7 1/2" 10'-1 1/2" 6'-5" 4'-6"2'-7"5'-0" 6'-11" 12'-7" 5'-11" 1'-0" 6'-9 1/2" 11'-2" 8'-1"3'-7 1/2"13'-5 1/2"5'-6" COATS STAIR BAR STAIR STORAGE39 bench with bootstorage below H NBJLE F safe lugaggemirror 3A-303 3A-303 1A-304 1A-304 2A-304 A-2034 A-2023 1A-307 1'-3 1/2" 1 1 2 3 3 3 3 3 4 4 5 5 55 6 7 7 8 9 9 9 9 10 10 11 11 11 11 12 12 12 13 14 15 16 17 18 21 22 23 23 19 19 20 1213 11 6'-8 1/2" 3'-0" 4A-304 2"3 1/2"3 1/2" 2x6 WOOD STUD PARTITION2x4 WOOD STUD PARTITIONWALL TYPE LEGEND Drawn By: voice 970.544.4851 email: LAM@MenendezArchitects.com715 W. Main Street, Suite 104 Aspen, Colorado 81611 Print Date:Sheet Title: Project: Issue:Date: Sheet Number: Revision:Date: © 2018 Menendez Architects P.C. #: Building Dept.: A-103 03/21/18 MT SMALLWOOD HOUSEFIRST FLOOR PLAN RDS REVIEW10/05/17PERMIT03/21/18 SCALE:3/16" = 1'-0"1FIRST FLOOR PLAN KEYNOTES1DASHED LINE INDICATES ROOF OVERHANG ABOVE.2DASHED LINE INDICATES CHANGE IN CEILING PLANE ABOVE.3MECHANICAL FLOOR REGISTER LOCATION, REFER TO MECHANICAL PLANS.4BUILT-IN CLOSET SYSTEM, SEE INTERIOR ELEVATIONS.5DOWNSPOUT, TYPICAL.6FLOOR DRAIN.7DIAGONAL LINES REPRESENT FLOW LINES, NOT CONTROL JOINTS, TYP.8DISPLAY NICHE, SEE INTERIOR ELEVATIONS.9CHANGE IN FLOORING MATERIAL.10STONE CAP ON WINDOW WELL WALLS.11FREEZE-PROOF HOSE BIB, TYPICAL12BUILT-IN BASE CABINETS WITH COUNTERTOP, SEE INTERIOR ELEVATIONS.13DASHED LINE DEPICTS UPPER CABINETS ABOVE. 14BUILT-IN BENCH, SEE INTERIOR ELEVATIONS.15BUILT-IN DESK, SEE INTERIOR ELEVATIONS.16PREFABRICATED GAS FIREPLACE, MONTIGO MODEL DL6315.17BUILT-IN BAR, SEE INTERIOR ELEVATIONS.18EXPOSED STEEL COLUMN WITH BLACKENED STEEL FINISH.19WALL MOUNTED HANDRAIL, RETURN ENDS TO WALL.20ACOUSTICAL WALL, SEE WALL ASSEMBLY.21USE SOUND REDUCING DRYWALL (QUIETROCK OR EQUIVALENT) ON BOTH SIDES OF WALLS SEPARATING MASTER BEDROOM FROM ADJOINING SPACES.22STEAM SHOWER.23CURBLESS SHOWER WITH LINEAR DRAIN, DEPRESS FLOOR FRAMING AT SHOWER AREA. TYPICAL OF ALL SHOWERS.Provide the relative elevation of the landing oneach side of the door and the height of thethreshold above the landings (this can be spotelevations and/or a detail). Distance fromexterior landing to top of threshold may be a maxof 7 3/4" if door does not swing over the step.(2015 IRC R311.3) See Keynote 23 and attached spa documentation. See attached CDPHE Demolition Approval Notice. Crawl space under the living room fireplace has been removed, it is now slab on grade. See Keynote #17. Two panels located in Mechanical Room and one panel in Utility Room. See spot elevations added to Floor Plan and Keynote 24 11/27/2018 Page: Smallwood A-105 File Name: Valley Group Drawings 03-21-18.pdf Subject: PlanCheck Author: nickt Color: 2015 IPC 1108 requires secondary drains or scuppers. Provide a letter addressed to the building official requesting the alternate method to the code requirement with your proposed design. Page: Smallwood A-105 File Name: Valley Group Drawings 03-21-18.pdf Subject: PlanCheck Author: nickt Color: Provide cut sheets on the pv panels and inverters. They should match the numbers put in the REMP pv worksheet. Page: Smallwood A-303 File Name: Valley Group Drawings 03-21-18.pdf Subject: Slab edge insulation Author: nickt Color: Provide a detail of the slab edge insulation. Slab-on-grade floors with a floor surface less than 12" below grade must have insulation extending downward from the top of the slab on the outside or inside of the foundation wall.The insulation must be extended for by any combination of vertical insulation, insulation extending under the slab or insulation extending out from the building. See the details below for examples. R-10 insulation must extend 4'. If not providing slab edge insulation in this way, use REScheck and give the slab an R value of '0'. (2015 IECC 402.2.10) Revising detail 5/A502 to show the continuous insulation extending down 4' would work. Page: Smallwood A-304 File Name: Valley Group Drawings 03-21-18.pdf Subject: PlanCheck Author: nickt Color: Demonstrate whether the crawlspace is part of the thermal envelope or not. -If it will not be part of the thermal envelope, insulate the floor and walls between the crawl and living areas per 2015 IECC R401. Provide ventilation per 2015 IRC R408.2. -If the crawl is to be part of the thermal envelope, insulate the walls separating the crawl from the exterior per 2015 IECC R401. Provide conditioned air to the crawl per 2015 IRC R408.3 2.2 or ventilate per 2015 IRC R408.3 2.1 or 2015 IMC 406.1. G I J K LM 1 2 3 57 9 1011 A-2021 A-2022 A-2011 P Q O 1A-303 F H I J K LM Q 1A-302 1A-302 2A-303 2A-303 H N F 3A-303 3A-303 1A-304 1A-304 1 2 2 2 3 3 4 4 44 5 6 7 7 8 8 910 4A-304 11 voice 970.544.4851 email: LAM@MenendezArchitects.com715 W. Main Street, Suite 104 Aspen, Colorado 81611 Project: Issue:Date:Revision:Date:#:RDS REVIEW10/05/17PERMIT03/21/18 KEYNOTES1DASHED LINE INDICATES FACE OF WALL FRAMING BELOW.2CLASS ‘A’FIRE RATED ROOF ASSEMBLY: SINGLE-PLY MEMBRANE ROOFING OVER TAPERED (1/4”: 1’-0”) RIGID INSULATION. REFER TO ROOF ASSEMBLY R1/A-501 FOR BALANCE OF ASSEMBLY INFORMATION. SINGLE-PLY TPO MEMBRANE SHALL BE GAF EVERGUARD EXTREME, 60 MIL IN GRAY COLOR.3FACTORY FINISHED SHEET METAL PARAPET COPING, TYPICAL.4ROOF DRAIN. CONNECT TO WALL MOUNTED SHEET METAL DOWNSPOUT BELOW. OVERFLOW DRAIN OR SCUPPER IS NOT REQUIRED. ROOF HAS BEEN DESIGNED TO SUPPORT THE WEIGHT OF WATER THAT WILL ACCUMULATE BEFORE SPILLING TOWARDS ANOTHER ROOF DRAIN IN THE EVENT A ROOF DRAIN CLOGS. PROVIDE ELECTRICAL FEEDS FOR ALL ROOF DRAINS FOR FUTURE HEAT-TRACE IN CASE HEAT-TRACE IS NEEDED.5FIREPLACE FLUE WITH TERMINATION CAP, FLASH AND SEAL.6FACTORY FINISHED SHEET METAL ROOF GUTTER WITH DOWNSPOUT. PROVIDE ELECTRICAL FEED AND HEAT-TRACE FOR GUTTER AND DOWNSPOUT(S). 7FACTORY FINISHED SHEET METAL SCUPPER, COLLECTOR BOX AND DOWNSPOUT. PROVIDE ELECTRICAL FEED AND HEAT-TRACE FOR ALL SCUPPERS AND DOWNSPOUTS.8RADON PIPE PENETRATION AT ROOF, FLASH AND SEAL.9KITCHEN EXHAUST HOOD FLUE TERMINATION LOCATION. FLASH AND SEAL.10ROOF DECK BELOW, SEE SECOND FLOOR PLAN. 2015 IPC 1108 requires secondary drainsor scuppers. Provide a letter addressed tothe building official requesting the alternatemethod to the code requirement with yourproposed design. J K L M 1 2 3 5 7 9 1011 A-2021 A-2022 A-2011 P Q O 1A-303 J K L M Q 1A-302 1A-302 2A-303 2A-303 N 3A-303 3A-303 1A-304 1A-304 1 2 2 3 4 4 44 5 8 9 4A-304 11 Drawn By: voice 970.544.4851 email: LAM@MenendezArchitects.com715 W. Main Street, Suite 104 Aspen, Colorado 81611 Print Date: Sheet Title: Project: Issue:Date: Sheet Number: Revision:Date: © 2018 Menendez Architects P.C. #: Building Dept.: A-105 03/21/18 MT SMALLWOOD HOUSE ROOF PLAN RDS REVIEW10/05/17PERMIT03/21/18 SCALE:3/16" = 1'-0"1 ROOF PLAN KEYNOTES1DASHED LINE INDICATES FACE OF WALL FRAMING BELOW.2CLASS ‘A’FIRE RATED ROOF ASSEMBLY: SINGLE-PLY MEMBRANE ROOFING OVER TAPERED (1/4”: 1’-0”) RIGID INSULATION. REFER TO ROOF ASSEMBLY R1/A-501 FOR BALANCE OF ASSEMBLY INFORMATION. SINGLE-PLY TPO MEMBRANE SHALL BE GAF EVERGUARD EXTREME, 60 MIL IN GRAY COLOR.3FACTORY FINISHED SHEET METAL PARAPET COPING, TYPICAL.4ROOF DRAIN. CONNECT TO WALL MOUNTED SHEET METAL DOWNSPOUT BELOW. OVERFLOW DRAIN OR SCUPPER IS NOT REQUIRED. ROOF HAS BEEN DESIGNED TO SUPPORT THE WEIGHT OF WATER THAT WILL ACCUMULATE BEFORE SPILLING TOWARDS ANOTHER ROOF DRAIN IN THE EVENT A ROOF DRAIN CLOGS. PROVIDE ELECTRICAL FEEDS FOR ALL ROOF DRAINS FOR FUTURE HEAT-TRACE IN CASE HEAT-TRACE IS NEEDED.5FIREPLACE FLUE WITH TERMINATION CAP, FLASH AND SEAL.6FACTORY FINISHED SHEET METAL ROOF GUTTER WITH DOWNSPOUT. PROVIDE ELECTRICAL FEED AND HEAT-TRACE FOR GUTTER AND DOWNSPOUT(S). 7FACTORY FINISHED SHEET METAL SCUPPER, COLLECTOR BOX AND DOWNSPOUT. PROVIDE ELECTRICAL FEED AND HEAT-TRACE FOR ALL SCUPPERS AND DOWNSPOUTS.8RADON PIPE PENETRATION AT ROOF, FLASH AND SEAL.9KITCHEN EXHAUST HOOD FLUE TERMINATION LOCATION. FLASH AND SEAL.10ROOF DECK BELOW, SEE SECOND FLOOR PLAN.116.2KW PHOTOVOLTAIC SOLAR PANEL SYSTEM TO OFFSET SNOWMELT AND REMP FEE 100%. SYSTEM SHALL BE DESIGN/BUILD. Provide cut sheets onthe pv panels andinverters. They shouldmatch the numbersput in the REMP pvworksheet. M Q O OWNER'SSTORAGE DINING ROOM HALLWAY 3 GARAGE OWNER'SSTORAGE E.O. CONC. SLAB99' - 9" INSULATION TYPE 'A',SEE SCHEDULE INSULATION TYPE 'B',SEE SCHEDULE INSULATION TYPE 'G',SEE SCHEDULE INSULATION TYPE 'F',SEE SCHEDULE INSULATION TYPE 'E',SEE SCHEDULE INSULATION TYPE 'I',SEE SCHEDULE R1 F2 W1 CRAWL SPACEINSULATION TYPE 'J',SEE SCHEDULE INSULATION TYPE 'C', SEE SCHEDULE W29'-5" T.O. SHEATHING112' - 9 1/4"TOP PLATE111' - 2 1/2" 1'-6 3/ 4 " 11'-5 1/2 "11'-1" INSULATION TYPE 'D',SEE SCHEDULE F3SIM.SIM. 4" CONCRETE SLAB INSULATION TYPE 'K',SEE SCHEDULE 9'-1 1/ 8 " FIRST FLOOR100' -0"TOP PLATE.98' -7 1/4" 357811 1'-6 3 / 4 " 11'-2 1 / 2 " 1'-4 3 / 4 " 4'-9 1/ 2 " T.O. SHEATHING INSULATION TYPE 'A',SEE SCHEDULE INSULATION TYPE 'F',SEE SCHEDULE INSULATION TYPE 'B',SEE SCHEDULE R1 W1 W1 TOP PLATE110' - 0" T.O. SHEATHING100' - 0" 10'-0" 1'-9 1/ 2 " T.O. SHEATHING112' - 9 1/4"TOP PLATE111' - 2 1/2" 4'-0" T.O. SHEATHING111' - 9 1/2" LAUNDRY HALLWAY 3MUDROOM CRAWL SPACE F2 T.O. FOOTING93' - 9 3/4"INSULATION TYPE 'D',SEE SCHEDULE 4" CONCRETE SLAB F5 Drawn By: voice 970.544.4851 email: LAM@MenendezArchitects.com715 W. Main Street, Suite 104 Aspen, Colorado 81611 Print Date: Sheet Title: Project: Issue:Date: Sheet Number: Revision:Date: © 2018 Menendez Architects P.C. #: Building Dept.: A-303 03/21/18 MT SMALLWOOD HOUSE BUILDING SECTIONS RDS REV.09/21/17PERMIT03/21/18 SCALE:3/16" = 1'-0"1 BUILDING SECTION SCALE:3/16" = 1'-0"3BUILDING SECTION Provide a detail of the slab edge insulation.Slab-on-grade floors with a floor surface lessthan 12" below grade must have insulationextending downward from the top of the slabon the outside or inside of the foundationwall.The insulation must be extended for byany combination of verticalinsulation, insulation extending under the slabor insulation extending out from the building. See the details below for examples. R-10insulation must extend 4'. If not providing slabedge insulation in this way, use REScheck andgive the slab an R value of '0'. (2015 IECC402.2.10) Revising detail 5/A502 to show thecontinuous insulation extending down 4' wouldwork. FIRST FLOOR100' -0" TOP PLATE..109' -2 5/8" SECOND FLOOR110' -9 3/8" TOP PLATE.98' -7 1/4" BASEMENT87' -6 1/4"T.O. FOOTING86' -7 1/4" HEF SHOWER 4 MECHANICALROOM HALLWAY 1ELEVATOR T.O. SHEATHING T.O. CONC. SLAB T.O. SHEATHING 1'-0 5 / 8 " 8'-2 5 / 8 " 1'-4 3 / 4 " 11 1/8 " 1'-6 3 / 4 " 9'-2 5 / 8 " 1'-4 3 / 4 " 11'-1" 11" OM 2 STAIR STORAGE HALLWAY 2 STORAGE 2 ELEVATOR T.O. SHEATHING122' - 4 1/2"TOP PLATE121' - 3 7/8" TOP PLATE111' - 8 1/2" T.O. SHEATHING113' - 1 1/4" R1 F4 W2 R1 W4 INSULATION TYPE 'A',SEE SCHEDULE ON TYPE 'B',DULEON TYPE 'A',DULE ON TYPE 'E',DULE ON TYPE 'H',DULE ELEVATOR PIT,SEE STRUCTURAL INSULATION TYPE 'K',SEE SCHEDULE FIRST FLOOR100' -0" TOP PLATE.98' -7 1/4" BASEMENT87' -6 1/4"T.O. FOOTING86' -7 1/4" SLAB ISOLATION JOINT FRAMED FLOOR (WOOD FINISH), REFER TO ASSEMBLY DETAIL F1/A-501, TYPICAL INTERIOR CONCRETE SLAB ON GRADE (CONDITIONED SPACE), REFER TO ASSEMBLY DETAIL F3/A-501, TYPICAL BASEMENT FOUNDATION WALL, REFER TO ASSEMBLY DETAIL W2/A-501, TYPICAL WINDOW, TYPICAL PLAY ROOM LIVING ROOM T.O. SHEATHING T.O. CONC. SLAB 17'-2" 1'-4 3 / 4 " 11'-1" 11" METAL STUDS FIREPLACE BOX LOND DASHED LINES REPRESENT CLEAREANCETO COMBUSTIBLE MATERIALS REQUIREDPER MANUFACTURER'S RECOMMENDATIONS 7'-0" 11" 2" 3'-2 7 / 8 " Drawn By:Print Date: Sheet Title: Project: Issue:Date: Sheet Number: Revision:Date: © 2018 Menendez Architects P.C. #: Building Dept.: A-304 03/21/18 MT SMALLWOOD HOUSE BUILDING SECTIONS,WALL SECTION PERMIT 03/21/18 SCALE:3/16" = 1'-0"2 BUILDING SECTION SCALE: 3/16" = 1'-0"1 BUILDING SECTION SCALE:1/2" = 1'-0"4 WALL SECTION Demonstrate whether thecrawlspace is part of the thermalenvelope or not. -If it will not be part of the thermalenvelope, insulate the floor andwalls between the crawl and livingareas per 2015 IECC R401. Provideventilation per 2015 IRC R408.2.-If the crawl is to be part of thethermal envelope, insulate the wallsseparating the crawl from theexterior per 2015 IECC R401.Provide conditioned air to the crawlper 2015 IRC R408.3 2.2 orventilate per 2015 IRC R408.3 2.1or 2015 IMC 406.1. See attached letter requesting alternate method to the code requirement. See attached cut sheets of PV panels and inverters. The slab edge insulation, as indicated on the Building Sections and Wall Section occurs from the top of foundation wall to top of footing on the exterior and under the entire slab. We have drawn an additional detail to make this more clear, please see Detail 5/A-502 The crawl space under the fireplace has been removed and replaced with slab on grade. Drawings have been revised accordingly. 11/27/2018 Page: Smallwood A-304 File Name: Valley Group Drawings 03-21-18.pdf Subject: PlanCheck Author: nickt Color: Insulate the rim joist below the fireplace at the thermal envelope. Page: Smallwood A-305 File Name: Valley Group Drawings 03-21-18.pdf Subject: PlanCheck Author: nickt Color: Portions of the basement wall that are above grade are missing the exterior continuous insulation. Add this back in, or put in on the interior, or you could switch to R-19 cavity insulation on the interior. Page: Smallwood A-701 File Name: Valley Group Drawings 03-21-18.pdf Subject: PlanCheck Author: nickt Color: Window I, J, K, M, O, P, Y, Z, AA, BB, CC, DD, JJ and sidelights E, R and T must be safety glazed (R308.4). Note this on the window schedule or elsewhere in the plans. Page: 3 File Name: Valley Group Special Inspection.pdf Subject: PlanCheck Author: nickt Color: Special inspection agreement must be signed by the owner or owners agent (but not the contractor) Valley Group Special Inspection.pdf (1) FIRST FLOOR100' -0" TOP PLATE..109' -2 5/8" SECOND FLOOR110' -9 3/8" TOP PLATE.98' -7 1/4" BASEMENT87' -6 1/4"T.O. FOOTING86' -7 1/4" HF AL HALLWAY 1ELEVATOR T.O. SHEATHING T.O. CONC. SLAB T.O. SHEATHING 1'-0 5 / 8 " 8'-2 5 / 8 " 1'-4 3 / 4 " 11 1/8 " 1'-6 3 / 4 " 9'-2 5 / 8 " 1'-4 3 / 4 " 11'-1 " 11" GE HALLWAY 2 E 2 ELEVATOR T.O. SHEATHING122' - 4 1/2"TOP PLATE121' - 3 7/8" TOP PLATE111' - 8 1/2" T.O. SHEATHING113' - 1 1/4" W2 R1 INSULATION TYPE 'A',SEE SCHEDULE R PIT,CTURAL GARAGE E.O. CONC. SLAB99' - 9" 3'-1 1 / 2 " 11'-5 1 / 2 " T.O. FOOTING96' - 7 1/2"INSULATION TYPE 'I',SEE SCHEDULE F3 SIM. INSULATION TYPE 'K',SEE SCHEDULE FIRST FLOOR100' -0" TOP PLATE.98' -7 1/4" BASEMENT87' -6 1/4" T.O. FOOTING86' -7 1/4" B.O. JOISTS117' - 2" FRAMED EXTERIOR WALL WITH STUCCO FINISH, REFER TO ASSEMBLY DETAIL W1/A-501, TYPICAL SLAB ISOLATION JOINT FRAMED FLOOR (WOOD FINISH), REFER TO ASSEMBLY DETAIL F1/A-501, TYPICAL INTERIOR CONCRETE SLAB ON GRADE (CONDITIONED SPACE), REFER TO ASSEMBLY DETAIL F3/A-501, TYPICAL BASEMENT FOUNDATION WALL, REFER TO ASSEMBLY DETAIL W2/A-501, TYPICAL WINDOW, TYPICAL PLAY ROOM LIVING ROOM T.O. SHEATHING T.O. CONC. SLAB 1'-6 3 17'-2 " 1'-4 3 / 4 " 11'-1 " 11" METAL STUDS FIREPLACE BOX LOND DASHED LINES REPRESENT CLEAREANCETO COMBUSTIBLE MATERIALS REQUIREDPER MANUFACTURER'S RECOMMENDATIONS 7'-0" 11" 2" 3'-2 7 / 8 " DrPrint Date: Sheet Title: Project: Issue:Date:#: Bu03/21/18 SMALLWOO BUILDING WALL SE PERMIT 03/21/18 2 BUILDING SECTION SCALE: 3/16" = 1'-0"1 BUILDING SECTION Insulate the rim joistbelow the fireplace atthe thermal envelope. 11 WRAP GRAVEL IN FILTER FABRIC, TYPICALDRAINPIPE (WITH FILTER SOCK)AND FREE-DRAINING GRANULARMATERIAL, INSTALL PER SOILS FRAMED EXTERIOR WALL WITH STUCCO FINISH,REFER TO ASSEMBLY DETAIL W1/A-501, TYPICAL BASEMENT FOUNDATION WALL, REFER TO ASSEMBLY DETAIL W2/A-501, TYPICAL BACKFILL AND COMPACT,PER SOILS REPORTRECOMMENDATIONS FINISH GRADEFIRST FLOOR100' -0" TOP PLATE.98' -7 1/4" BASEMENT87' -6 1/4" D T.O. FOOTING86' -7 1/4" PLAY ROOM MASTERBEDROOM T.O. SHEATHING112' - 3 1/8" TOP PLATE111' - 2 1/2"1'-0 5 / 8 " 11'-2 1 / 2 " 1'-4 3/ 4 " 11'-1 " 11" WINDOW WELL T.O. SHEATHING T.O. CONC. SLAB 10'-0" RAISED PLANTER FRAMED EXTERIOR WALL WITH STUCCO FINISH,REFER TO ASSEMBLY DETAIL W1/A-501, TYPICAL FRAMED FLAT ROOF WITH PAVERS,REFER TO ASSEMBLY DETAIL R2/A-501, TYPICAL WINDOW WELL CONCRETE FOUNDATION WALLS,REFER TO ASSEMBLY DETAIL W3/A-501, TYPICAL INTERIOR CONCRETE SLAB ON GRADE (CONDITIONED SPACE), REFER TO ASSEMBLY DETAIL F3/A-501, TYPICAL 4x8x16 CONCRETE MASONRY UNIT GROUT SOLIDVENEER SUPPORT AND ANCHOR TO FOUNDATION WALL WITH MASONRY TIES BACKFILL AND COMPACT, PER SOILS REPORTRECOMMENDATIONS FINISH GRADE SEAL SHIM SPACE,TYPICAL WINDOW, TYPICAL STONE CAP Portions of thebasement wall that areabove grade aremissing the exteriorcontinuous insulation.Add this back in, or putin on the interior, oryou could switch toR-19 cavity insulationon the interior. .. ..... . SET UP FOR USE AT ALTITUDE OF SITE. PROVIDE BREATHER TUBES, OR EQUIVALENT, FOR SHIPPING OVER MOUNTAIN PASSES. L PROVIDE INSECT SCREENS FOR ALL OPERABLE WINDOWS AND SLIDING DOORS.OR AND WINDOW SUPPLIER SHALL THOROUGHLY REVIEW WINDOW DIMENSIONS, ROUGH OPENING DIMENSIONS AND DETAILING AND NOTIF OR INCONSISTENCES IN SAME BEFORE PLACING FINAL ORDER. HALL FURNISH SHOP DRAWINGS TO ARCHITECT, FOR APPROVAL, BEFORE FABRICATING. E AS VIEWED FROM OUTSIDE.DOORS BUT PAINT CASING AND BASEBOARD.ALL MEET THE MINIMUM FENESTRATION U-FACTOR OF .28 3'-4" 8'-0" 3'-4 3/4" 8'-0 3/4" IN-SWING DOOR3'-4" 4'-4" 3'-4 3/4" 4'-4 3/4" 1/A-503 2/A-503 3/A-503 TILT-TURN3'-0" 8'-0" 3'-0 3/4" 8'-0 3/4" IN-SWING DOOR3'-6" 7'-5 1/2" 3'-6 3/4" 7'-6 1/4" 1/A-503 2/A-503 TILT-TURN3'-6" 7'-5 1/2" 3'-6 3/4" 7'-6 1/4" 1/A-503 2/A-503 TILT-TURN3'-6" 7'-5 1/2" 3'-6 3/4" 7'-6 1/4" 1/A-503 2/A-503 TILT-TURN3'-6" 7'-5 1/2" 3'-6 3/4" 7'-6 1/4" 1/A-503 2/A-503 TILT-TURN 3'-6" 7'-5 1/2" 3'-6 3/4" 7'-6 1/4" 1/A-503 2/A-503 TILT-TURN3'-6" 7'-5 1/2" 3'-6 3/4" 7'-6 1/4" 1/A-503 2/A-503 TILT-TURN2'-4" 10'-10 1/2" 2'-4 3/4" 10'-11 1/4" 2'-4" W x 3'-5" H FIXED 7'-5 1/2" H FIXED2'-10" 4'-6" 2'-10 3/4" 4'-6 3/4" 1/A-503 2/A-503 3/A-503 TILT-TURN3'-0" 7'-0" 3'-0 3/4" 7'-0 3/4" IN-SWING DOOR6'-0" 4'-4" 6'-0 3/4" 4'-4 3/4" 2 - 3'-0" W x 4'-4" H FIX 6'-0" 4'-4" 6'-0 3/4" 4'-4 3/4" 2 - 3'-0" W x 4'-4" H FIX 6'-0" 4'-4" 6'-0 3/4" 4'-4 3/4" 2 - 3'-0" W x 4'-4" H TIL 3'-0" 8'-0" 3'-0 3/4" 8'-0 3/4" IN-SWING DOOR Window I, J, K, M, O, P, Y, Z,AA, BB, CC, DD, JJ andsidelights E, R and T must besafety glazed (R308.4). Notethis on the window scheduleor elsewhere in the plans. Special inspectionagreement must besigned by the owner orowners agent (but notthe contractor) Rim joist no longer exists, removed along with crawl space. Now slab on grade. Revised drawings to clarify that insulation at these conditions shall be R-19 cavity insulation. Window Schedule has been revised accordingly The Owner's signature was included on a separate signature page directly behind the first signature page. We were unable to get everyone's signature on the same page. This has been acceptable in the past. 11/27/2018