The URL can be used to link to this page

Home My WebLink AboutSUN COMMUNITIES - THE FOOTHILLS - FDP220005 - SUBMITTAL DOCUMENTS - ROUND 2 - ARCHITECTURAL DETAILS (5)287 287 392 SITE LIST OF DRAWINGS SUMMARY TABLE FUSCO, SHAFFER & PAPPAS, INC. ARCHITECTS AND PLANNERS COPYRIGHT 2022-FUSCO, SHAFFER & PAPPAS, INC. DEVELOPMENT TEAM MECHANICAL / ELECTRICAL ENGINEER STRUCTURAL ENGINEER FUSCO, SHAFFER & PAPPAS, INC. 550 EAST NINE MILE ROAD FERNDALE, MICHIGAN 48220 248.543.4100 ARCHITECT OWNER DATE ISSUE DEVELOPER FOOTHILLS CIVIL ENGINEER INFORMATION TECHNOLOGY POOL BUILDING FORT COLLINS COLORADO SUN COMMUNITIES A.101 POOL MAINTENANCE BUILDING A.102 POOL MAINTENANCE BUILDING ARCHITECTURAL SUN COMMUNITIES 27777 FRANKLIN ROAD SUITE 200 SOUTHFIELD, MICHIGAN 48034−8205 GROSS BUILDING AREA BUILDING DATA 240 S.F. MECHANICAL ELECTRICAL ENGINEERING CONSULTANTS, INC. 14496 N. SHELDON ROAD SUITE 260 PLYMOUTH, MICHIGAN 48170 734.454.5516 ATWELL, L.L.C. 2 TOWNE SQUARE #700 SOUTHFIELD, MICHIGAN 48076 LOCATION MAP NO SCALE NORTH BUILDING CODE: 2021 INTERNATIONAL BUILDING CODE IBC CONSTR. TYPE: 5B (NON SPRINKLED) USE GROUP: U - UTILITY CODE DATAATWELL 143 UNION BLVD, SUITE 700 LAKEWOOD, CO 80226 303.462.1100 IMEG CORP. 33533 TWELVE MILE ROAD, SUITE 200 FARMINGTON HILLS, MI 48331 248.847.3221 M.100 MECHANICAL SYMBOL LIST, NOTES & ABBREVIATIONS M.101 POOL BUILDING FLOOR- MECHANICAL PLAN S.001 GENERAL STRUCTURAL NOTES S.002 GENERAL STRUCTURAL NOTES S.003 GENERAL STRUCTURAL NOTES AND SPECIAL INSPECTION SCHEDULES S.004 SPECIAL INSPECTION SCHEDULES S.101 PLANS & DETAILS S.102 TYPICAL DETAILS & SCHEDULES S.103 TYPICAL DETAILS PLUMBING STRUCTURAL MECHANICAL WRIGHT & HUNTER 818 WEST 11 MILE ROAD ROYAL OAK, MI 48067 248.594.5850 E.001 ELECTRICAL GENERAL INFORMATION E.101 POOL MAINTENANCE - ELECTRICAL PLANS ELECTRICAL P.100 PLUMBING SYMBOL LIST, NOTES & ABBREVIATIONS P.101 PLUMBING PLAN, SCHEDULES & DETAILS 02.18.2022 PERMIT 06.10.2022 CITY COMMENTS LOW VOLTAGE T.102 MAINTENANCE BUILDING & POOL BUILDING - LOW VOLTAGE PLAN T.S.101 CLUB HOUSE & POOL BUILDING - LOW VOLTAGE SITE PLAN FD FD FD FD FD FD 1 A.102 6"19'-0"6"6" 11'-0" 6"20'-0"5 A.101 6 A.101 8 A.101 12'-0" 7 A.101 CLEARANCE3'-5" EQ EQ 01 02 03 4'-4 1/2"3 1/2"14'-4"FILTER (N.I.C.) FILTER (N.I.C.) F.E. CLR. 1'-0"CLEAR2'-0"CLEAR2'-0"POOL HEATER (N.I.C.) BLEACH & ACID TANKS (N.I.C.) CAT CONTROL PANEL (N.I.C.) ELECTRICAL PANEL 1/2" PLYWOOD BOTH SIDES 3 1/2" WOOD STUDS 16" O.C. PUMP (N.I.C.)1 A.102 1 A.102 BOTT. OF FOUNDATION FINISH GRADE FINISH FLOOR FIRST FLOOR TRUSS BEARING 8'-0"8"4'-0"6 12 6 12 BOTT. OF FOUNDATION FINISH FLOOR FIRST FLOOR TRUSS BEARING 4'-0"8"8'-0"6 12 6 12 BOTT. OF FOUNDATION 1 A.102 FINISH FLOOR FIRST FLOOR TRUSS BEARING 4'-0"8"8'-0"BOTT. OF FOUNDATION 1 A.102 FINISH FLOOR FIRST FLOOR TRUSS BEARING BUILDING ELEMENT FIRE RATINGS (IBC TABLE 601/602) 2021 IBC CONSTRUCTION TYPE - V B N.F.P.A. CONSTRUCTION TYPE V (000) FIRE RESISTANCE RATING REQUIREMENTS PRIMARY STRUCTURAL FRAME ZER0 HOUR BEARING WALLS: EXTERIOR ZERO HOUR INTERIOR ZERO HOUR NON-BEARING WALLS AND PARTITIONS: EXTERIOR X < 5 ONE HOUR, 5 < X < 10 ONE HOUR, 10 < X < 30 ZERO HOUR, X > 30 ZERO HOUR INTERIOR ZERO HOUR ROOF CONSTRUCTION AND SECONDARY MEMBERS ZERO HOUR FLOOR CONSTRUCTION AND SECONDARY MEMBERS ZERO HOUR CODE DATA BUILDING CODE:INTERNATIONAL BUILDING CODE -2021 CONSTRUCTION TYPE: IBC:VB NFPA 220:V (000) USE GROUP:U, UTILITY PLUMBING CODE:INTERNATIONAL PLUMBING CODE -2021 MECHANICAL CODE:INTERNATIONAL MECHANICAL CODE -2021 ELECTRICAL CODE:NATIONAL ELECTRICAL CODE -2021 ENERGY CODE:INTERNATIONAL ENERGY CONSERVATION CODE -2021 HEIGHT AND AREA MODIFICATIONS ALLOWABLE AREA CALCULATION (PER IBC SECTION 506) Aa = At + (NS x If) x Sa At = 5,500 S.F. (VB/U) If = NOT TAKEN Sa = NOT TAKEN Aa = 5,500 S.F. Aa = ALLOWABLE AREA (S.F.) At = TABULAR ALLOWABLE AREA FACTOR NS = TABULAR ALLOWABLE AREA FOR NON SPRINKLERED BUILDINGS If = AREA FACTOR INCREASE DUE TO FRONTAGE Sa = STORIES ABOVE GRADE PLANE, NOT TO EXCEED 3) TYPE OF CONSTRUCTION VB MAXIMUM PERMITTED HEIGHT PER IBC 1 STORY/40' ACTUAL HEIGHT (TO DECK)1 STORY/10.5' AREA CALCULATION = 196 S.F. MAX. ALLOW. AREA / FLOOR = 5,500 S.F. TOTAL SQ. FT. OF SOFFIT VENT PROVIDED 1.14 SF 386 x 1/300 = 1.3 SQ. FT. 386 SQ. FT. 1.3 / 2 = .65 SQ. FT. 1.3 / 2 = .65 SQ. FT. 19 LINEAR FT X .06 SF/LF = 1.14 S.F. ALUMINUM UNDEREAVE CONTINUOUS SOFFIT VENT AIR VENT: 2" CONTINUOUS SOFFIT VENT NET FREE VENTED AREA = 9 SQ. IN. PER L.F. 9 SQ. IN. NFA = 0.06 SQ. FT. / L.F. ROOF VENTILATION CALCULATIONS ROOF AREA VENTILATION PROVIDED AT SOFFIT TOTAL VENTILATION REQUIRED TOTAL ROOF SQUARE FOOTAGE VENTILATION REQUIRED @ RIDGE VENTILATION REQUIRED @ SOFFIT VENTILATION PROVIDED @ RIDGE .063 x 18 FT. = 1.13 SQ. FT. NET FREE RIDGE VENTILATION PROVIDED BY RIDGE VENT 9 SQ.IN./L.F. =.063 SQ.FT. NET FREE AREA/L.F. DRAWING NUMBER DRAWING TITLE KEY PLAN ARCHITECTS AND PLANNERS 550 E. NINE MILE ROAD FERNDALE, MICHIGAN, 48220 PHONE 248.543.4100 FAX 248.543.4141 FUSCO, SHAFFER & PAPPAS, INC. COPYRIGHT 2022 - FUSCO, SHAFFER & PAPPAS, INC. FSP PROJECT NO. DATE ISSUE SEAL POOL MAINTENANCE BUILDING A.101 ATW20.072E COLORADOFOOTHILLS SUBDIVISIONPOOL BUILDINGSUN COMMUNITIESFORT COLLINSLIMESTONE CAP WITH DRIP EDGE HORIZONTAL SIDING EXTERIOR WALL: 2X6 WOOD STUDS @ 16" O.C. WITH SHEATHING BOTH SIDES VENTED COMPOSITE SOFFIT 5/8" DRYWALL LID AT UNDERSIDE OF ROOF TRUSSES SCALE:1/4" = 1'-0"A.101 FIRST FLOOR PLAN1 SCALE:1/4" = 1'-0"A.101 REFLECTED CEILING PLAN2 SCALE: 1/4" = 1'-0"A.101 ROOF PLAN3 ASPHALT SHINGLES ON ICE & WATER SHIELD FASCIA 1x6 CORNER BOARDS HORIZONTAL SIDING WATER TABLE MANUFACTURED STONE VENEER SCALE: 1/4" = 1'-0"A.101 NORTH ELEVATION4 SCALE: 1/4" = 1'-0"A.101 SOUTH ELEVATION6 HOLLOW METAL DOOR SCALE: 1/4" = 1'-0"A.101 EAST ELEVATION7 SCALE: 1/4" = 1'-0"A.101 WEST ELEVATION5 RIDGE VENT ASPHALT SHINGLES 4' LIGHTING STRIPS ATTIC ACCESS: 3' X 2' GAP IN GWB LID WALL MOUNTED EXTERIOR LIGHT FIXTURE LOCATION OF DOWNSPOUT RIDGE VENT ALUMINUM GUTTER ALUMINUM DOWNSPOUT CONCRETE BASE GUTTER COVER ENTIRE ROOF IN ICE & WATER SHIELD MATERIAL ALUMINUM GUTTER FLOOR DRAIN HOSE BIBB FIRE EXTINGUISHER RIDGE VENT ASPHALT SHINGLES ON ICE & WATER SHIELD ALUMINUM GUTTER 1x6 CORNER BOARDS HORIZONTAL SIDING LIMESTONE CAP MANUFACTURED STONE VENEER CONCRETE BASE FOUNDATION EXTERIOR DOWNLIGHT SCALE:1/4" = 1'-0"A.101 CODE ANALYSIS8 ALUMINUM DOWNSPOUT MAXIMUM TRAVEL DISTANCE: 7' -7" MAXIMUM TRAVEL DISTANCE: 18' -7" 200 GPM STANDPIPE 02.18.2022 PERMIT 06.10.2022 CITY COMMENTS A.102 2 FINISH FLOOR FIRST FLOOR TRUSS BEARING 8'-0"6 12 6 12 FINISH FLOOR FIRST FLOOR TRUSS BEARING 8'-0"1'-6" SHEATHING INSULATION HEADER -SEE STRUCTURAL CONTINUOUS PERIMETER SEALANT (BOTH SIDES) DOOR SHEATHING W/ AIR INFILTRATION BARRIER 8/14" TRIM FROM DOOR TRIM TO ROOF UNDERSIDE SELF-ADHERING SHEET FLASHING SEAL TO HOUSEWRAP METAL DRIP CAP HOLLOW METAL FRAME D.O.RIGID INSULATION2"5 3/4" INTERIOREXTERIOR CORNER BEAD SHEATHING DOUBLE 2x WOOD STUDS CORNER BEAD CONTINUOUS PERIMETER SEALANT (BOTH SIDES) DOOR SHEATHING W/ AIR INFILTRATION BARRIER SIDING HOLLOW METAL FRAME W/ MIN. 3 ANCHORS PER JAMB D.O. INSULATION 2"5 3/4"INTERIOR EXTERIORSEE PLANSHEATHING DOUBLE 2x WOOD STUDS CORNER BEAD CONTINUOUS PERIMETER SEALANT (BOTH SIDES) DOOR SHEATHING W/ AIR INFILTRATION BARRIER STONE VENEER HOLLOW METAL FRAME W/ MIN. 3 ANCHORS PER JAMB D.O. INSULATION 2"5 3/4"INTERIOR EXTERIOR 1/2" METAL LATH HARDWARE SET "B": 1 1/2 PAIR BOLT HINGES 1 STORE ROOM LOCKSET 1 WINDCHAIN 1 THRESHOLD 1 GASKET 2 KICKPLATES -STAINLESS STEEL DRAWING NUMBER DRAWING TITLE KEY PLAN ARCHITECTS AND PLANNERS 550 E. NINE MILE ROAD FERNDALE, MICHIGAN, 48220 PHONE 248.543.4100 FAX 248.543.4141 FUSCO, SHAFFER & PAPPAS, INC. COPYRIGHT 2022 - FUSCO, SHAFFER & PAPPAS, INC. FSP PROJECT NO. DATE ISSUE SEAL POOL MAINTENANCE BUILDING A.102 ATW20.072E COLORADOFOOTHILLS SUBDIVISIONPOOL BUILDINGSUN COMMUNITIESFORT COLLINS02.18.2022 PERMIT 06.10.2022 CITY COMMENTS SCALE:1/4" = 1'-0"A.102 SECTION - NORTH (OVERALL)1 SCALE:3/4" = 1'-0"A.102 WALL SECTION2 METAL DRIP EDGE AT FASCIA AND GUTTER 2" X _ WOOD BLOCK VENTED COMPOSITE SOFFIT 8 1/4" COMPOSITE TRIM WHERE SIDING MEETS SOFFIT HORIZ. SIDING OVER R-5 RIGID INSULATION WITH TAPED AND SEALED SEAMS 2X6 WOOD STUDS @ 16" O.C. WITH SHEATHING AND R-5 RIGID INSULATION ON THE EXTERIOR AND WOOD SHEATHING ON THE INTERIOR WITH R-19 BATT. INSUL. METAL FLASHING ABOVE AND BELOW WATER TABLE WATER TABLE FACE OF MANUF. STONE VENEER ON EXPANDED METAL LATH WITH SCRATCH COAT ON RIGID INSULATION OVER EXTERIOR SHEATHING. 2X6 P.T. SOLE PLATE WITH STAINLESS STEEL ANCHORS & SILL SEAL METAL FLASHING 1/2" EXPANSION JOINT 4" CONC. SLAB WITH W.W.M. REINF. ON VAPOR BARRIER ON 4" COMPACTED BASE COMPACTED FILL EXPOSED CONCRETE BASE CONCRETE FOUNDATION WITH STEEL REINFORCING ASPHALT SHINGLES ON 15# ROOF FELT ON ROOF SHEATHING. R-49 INSULATION 5/8" GYPSUM BOARD 2" CONTINUOUS AIR VENT INSULATION BAFFLE W/ 2" AIR SPACE RIDGE VENT PREFABRICATED WOOD TRUSS ASPHALT SHINGLES VENTED COMPOSITE SOFFIT HORIZONTAL SIDING LIMESTONE CAP STONE VENEER BELOW FINISH GRADE TRENCH FOOTINGS WITH STEEL REINFORCING DOOR SCHEDULE DOOR OR LITE NO. DOOR FRAME HARD WARE FIRE RATING NOTES SIZE TYPE MAT'L DETAILS TYPE MAT'L LABEL / HRS.W H T HEAD JAMB SILL SHEET 01 3'-6" 7'-0" 2" A INSUL HM A.102 AA ALUM B - 1 02 3'-6" 7'-0" 2" A INSUL HM A.102 AA ALUM B - 1 03 3'-6" 7'-0" 2" A INSUL HM A.102 AA ALUM B - 1 SCALE:1 1/2" = 1'-0"A.102 DOOR HEAD DETAIL3 SCALE:1 1/2" = 1'-0"A.102 DOOR JAMB SIDING DETAIL4 SCALE:1 1/2" = 1'-0"A.102 DOOR JAMB STONE VENEER DETAIL5