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Home My WebLink AboutSUN COMMUNITIES - THE FOOTHILLS - FDP220005 - SUBMITTAL DOCUMENTS - ROUND 3 - 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 CIVIL ENGINEER FUSCO, SHAFFER & PAPPAS, INC. 550 EAST NINE MILE ROAD FERNDALE, MICHIGAN 48220 248.543.4100 ARCHITECT OWNER DATE ISSUE DEVELOPER FOOTHILLS STRUCTURAL ENGINEER INFORMATION TECHNOLOGY MAINTENANCE GARAGE FORT COLLINS COLORADO SUN COMMUNITIES A.C.001 CODE ANALYSIS A.C.002 CODE ANALYSIS A.101 OVERALL BUILDING PLAN, REFLECTED CEILING PLAN, AND INTERIOR ELEVATIONS A.109 OVERALL BUILDING ROOF PLAN A.201 OVERALL BUILDING ELEVATIONS A.301 BUILDING AND WALL SECTIONS A.701 DOOR, WINDOW & ROOM FINISH SCHEDULE A.702 DOOR & WINDOW DETAILS ARCHITECTURAL STRUCTURAL S.001 GENERAL STRUCTURAL NOTES S.002 GENERAL STRUCTURAL NOTES S.003 GENERAL STRUCTURAL NOTES AND SPECIAL INSPECTION NOTES S.004 SPECIAL INSPECTION SCHEDULES S.200 PLANS AND DETAILS S.300 CONCRETE SECTIONS AND TYPICAL DETAILS S.302 GENERAL SECTIONS AND DETAILS S.701 WOOD SECTIONS AND TYPICAL DETAILS S.702 WOOD SECTIONS AND TYPICAL DETAILS MECHANICAL ELECTRICAL M.001 GENERAL MECHANICAL INFORMATION M.101 MAINTENANCE GARAGE - MECHANICAL PLANS M.201 MECHANICAL SCHEDULES & DETAILS E.001 ELECTRICAL GENERAL INFORMATION E.101 MAINTENANCE GARAGE - ELECTRICAL PLANS E.200 ELECTRICAL DETAILS ATWELL 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 SUN COMMUNITIES 27777 FRANKLIN ROAD SUITE 200 SOUTHFIELD, MICHIGAN 48034−8205 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 AMENITY SITE AREA 142,214 S.F. 3.26 ACRES ZONING PROPOSED PUD - PLANNED UNIT DEVELOPMENT SITE DATA TOTAL GROSS BUILDING AREA BUILDING DATA 640 S.F. BUILDING CODE: 2021 INTERNATIONAL BUILDING CODE MBC CONSTR. TYPE: 5B (NON SPRINKLED) USE GROUP: U - UTILITY CODE DATA PLUMBING WRIGHT & HUNTER 818 WEST 11 MILE ROAD ROYAL OAK, MI 48067 248.594.5850 P.001 PLUMBING SYMBOL LIST, NOTES & ABBREVIATIONS P.101 MAINTENANCE GARAGE - PLUMBING PLANS P.201 PLUMBING SCHEDULES & DETAILS LOW VOLTAGE TS.102 MAINTENANCE BUILDING - LOW VOLTAGE SITE PLAN T.102 MAINTENANCE BUILDING & POOL BUILDING - LOW VOLTAGE PLAN 02.18.2022 PERMIT 06.15.2022 CITY COMMENTS PROJECT SCOPE: MAINTENANCE BUILDING: 840 SQ. FT. STRUCTURE, SLAB ON GRADE, ONE STORY TO BE USED FOR GOLF CARTS AND EQUIPMENT STORAGE. APPLICABLE CODES: BUILDING CODE:2021 INTERNATIONAL BUILDING CODE USE GROUPS:U -UTILITY CONSTRUCTION TYPE: 5B PLUMBING CODE:2021 INTERNATIONAL PLUMBING CODE MECHANICAL CODE:2021 INTERNATIONAL MECHANICAL CODE ELECTRICAL CODE:2020 NATIONAL ELECTRICAL CODE ENERGY CODE:2021 INTERNATIONAL ENERGY CONSERVATION CODE FIRE SUPPRESSION:NON-SPRINKLED ACCESSIBILITY:2009 ICC/ANSI A117.1 CODE INFORMATION ALLOWABLE SF AVAILABLE HEIGHT (0/5B / NON SPRINKLERED) 40' / 1 STORY PER IBC SECTION 504.3 & 504.4 AVAILABLE AREA (0/5B / NON SPRINKLERED) 5,500 SF PER IBC SECTION 506.2 BUILDING ELEMENT FIRE RATINGS (MBC TABLE 601/602) FIRE RATING REQUIREMENTS MBC CONSTRUCTION TYPE: 5B FIRE RESISTANCE RATING REQUIREMENTS WALL REQUIREMENTS LAUNDRY ROOMS > 100 SQFT PRIMARY STRUCTURAL FRAME BEARING WALLS: EXTERIOR INTERIOR NON-BEARING WALLS AND PARTITIONS: EXTERIOR INTERIOR *ZERO HOUR WHEN AUTOMATIC FIRE EXTINGUISHING SYSTEM PROVIDED ROOF CONSTRUCTION AND SECONDARY MEMBERS BOILER ROOMS W/ EQUIPMENT OVER 15 PSI AND 10 HP FURNACE ROOMS W/ EQUIPMENT OVER 400,000 BTU/HR DWELLING AND SLEEPING UNIT SEPARATION WALLS FLOOR CONSTRUCTION AND SECONDARY MEMBERS 0 HOUR 0 HOUR 0 HOUR X < 5 -1 HOUR; 5 <X < 10 -1 HOUR; 10 <X < 30 -0 HOUR; X >30 -0 HOUR 0 HOUR 0 HOUR 0 HOUR ONE HOUR* (MBC TABLE 509) ONE HOUR* (MBC TABLE 509) ONE HOUR* (MBC TABLE 509) ONE HOUR OR 1/2 HOUR WITH SPRINKLER SYSTEM (PER MBC SECTION 420.2 & 708) CODE SECTIONSOTHER REQUIREMENTS MAX. LENGTH DEAD END CORRIDOR 20' (MBC TABLE 1020.4) MAXIMUM TRAVEL DISTANCE 200' WITHOUT SPRNKLER SYSTEM (MBC TABLE 1017.2) LIFE SAFETY LEGEND # # EXIT BUILDING EXIT TRAVEL DISTANCE TRAVEL ROUTE # OF OCCUPANTS IN SPACE # OF OCCUPANTS MERGING / TOTAL 1 3 T R A V E L LE N G TH :-REQ 'D : 20 0 ' M A X. W /O S PRIN KLER S Y S TEM -P RO V ID ED : ±54'-11" TO E X ITT R A V E L L E N G T H : -R E Q 'D : 2 0 0 ' M A X . W /O S P R I N K L E R S Y S T E M -P R O V I D E D : ±3 4 '-6 " T O E X I T 4 OCCUPANT LOAD CALCULATION ROOM # 101 ROOM NAME MAINTENANCE AREA ACTUAL FLOOR AREA 640 SF FLR. AREA / OCCUPANT 200 GROSS OCCUPANT LOAD 3 TOTAL OCCUPANTS =4 1.EGRESS WIDTH, THE MINIMUM WIDTH, IN INCHES, OF ANY MEANS OF EGRESS COMPONENT SHALL NOT BE LESS THAN SPECIFIED COMPONENT. 105.3.1 STAIRWAYS: 0.3 (NOT APPLICABLE) 105.3.2 OTHER EGRESS COMPONENTS:0.2 INCHES PER OCCUPANT 4 OCCUPANTS x 0.2 INCHES PER OCCUPANT = 0.8 INCHES REQUIRED EGRESS WIDTH 1 DOORS @34" = 34" EGRESS WIDTH PROVIDED 102 TOILET ROOM 46 SF 50 GROSS 1 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 CODE ANALYSIS A.C.001 ATW20.072C COLORADOFOOTHILLSMAINTENANCE GARAGESUN COMMUNITIESFORT COLLINSSCALE:1/4" = 1'-0"A.C.001 LIFE SAFETY PLAN1 02.18.2022 PERMIT ACCESSORY MOUNTING HEIGHTS SOAP DISPENSERSANITARYNAPKINDISPENSERDRAPERY/SHADE/ BLINDSCONTROLSWASTERECEPTACLETOILET SEATCOVERDISPENSER EACHSTALLSANITARY NAPKINDISPOSAL (WOMEN'STOILET ONLY)TOWELDISPENSER &WASTERECEPTACLEELEC. DEVICES 8" ABOVE ALL COUNTERTOPSTVRECEPTACLESTELEPHONE/DATA OUTLETTV OUTLETTELEPHONE/DATA OUTLETINTERCOM STATIONINDIMMER SWITCHLIGHT SWITCHESPROXIMITY SWITCHPS THERMOSTAT/HVAC CONTROLST FIRE ALARM PULL STATIONF EMERGENCY CALLTOWEL BAR OR SHELFLIGHT SWITCHESELECTRICAL PANELOR CABINET (TOPBREAKER)TYP. ELEC. PANELTOWELDISPENSERRECEPTACLES ABOVECOUNTERHAND/HAIRDRYERFOLD DOWNBABY CHANGINGSTATIONNOTE: DO NOT LOCATE TOILET ACCESSORIES WITHIN 24" OF AN INSIDE CORNER FIRE EXTINGUISHERCABINETS (40# ORLESS)CLOTHES HOOKS/ROBE HOOKSTVRECEPTACLESTELEPHONE/DATA OUTLETTV OUTLETAT ALL BARRIER FREE DWELLING UNITS & SLEEPING UNITS AT ALL SENIOR BUILDING DWELLING UNITS AT ALL BARRIER FREE DWELLING UNITS & SLEEPING UNITSAT ALL PUBLIC AREA TOILET ROOMSCLOTHESHOOKS/ ROBEHOOKSDWELLING UNITELECTRICAL PANEL (TOPBREAKER)D.U. ELEC. PANEL TVFIRE ALARMDEVICESTV MOUNTING - SEE INTERIOR ELEVATIONS FOR EXACT LOCATIONSFIRE EXTINGUISHERCABINETS (OVER 40#)18"24"8"COUNTER HEIGHT42"47"50 1/2"30 1/2"42"60"66"AT ALL BARRIER FREE DWELLING UNITS & SLEEPING UNITS(TO TOP BREAKER)48"WHICHEVER IS LESS80" A.F.F. OR 6" BELOW FINISH CEILING78"5"30"(TO TOP BREAKER)60"66"66"15"EQ EQ EQ EQ REFER TO STANDARD BARRIER FREE MOUNTING HEIGHTS FOR SHELVES LOCATED IN PUBLIC AREAS OR BARRIER FREE DWELLING UNITSSHELF AND RODSHELVES (SEEPLANS FOR QTY)SIGNAGE WALL MOUNTED LAVATORY WATER CLOSETS PICTOGRAM MIN 6"x6" OVERALL DELAYED EGRESS PANIC DEVICE AREA OF DELAYED EGRESS SIGNAGE SIGNAGE W.C. W/ FLUSH VALVE MAY OCCUR **FLUSH CONTROLS MUST BE LOCATED ON THE OPEN SIDE OF THE WATER CLOSET. INSULATED COVER TO PROTECT AGAINST CONTACT PROVIDE AND INSTALL INSULATED COVER ON ALL EXPOSED WATER SUPPLY AND DRAIN PIPES UNDER LAVATORIES TO PROTECT AGAINST CONTACT. THERE MUST BE NO SHARP OR ABRASIVE SURFACES UNDER LAVATORIES. 8"60"17" MIN 34" MAX15" MIN 34" MAX18" HOLD 19" MAX17" MIN -33" MIN - 36" MAX33" MIN - 36" MAX19" MAX17" MIN -12" MAX 42" MIN 39" MIN - 41" MAX 18" MIN 39" MIN - 41" MAX CL 39" MIN - 41" MAX 18" MIN CL MIRROR - SEE INTERIOR ELEVATIONS 40" MAX AFF TO BOTTOM OF REFLECTING SURFACE LIGHT FIXTURE 27" MIN29" MIN9" MIN27" MIN29" MINCL CL18" MIN18" MINCL SIGNAGE24" 12"26" MAX22" MIN - MIN1 1/2"DISPENSER LOCATION 1 1/2" 1 1/2" DIA MIN. 250 LB. HORIZONTAL FORCE ANCHOR TO RESIST FORCES SHOWN WOOD BLOCKING MIN. 250 LB.VERTICALFORCEGRAB BARS GENERAL NOTES FOR LOCATION OF DEVICES: 1. WHEN MOUNTING MULTIPLE DEVICES FROM DIFFERENT TRADES IN THE SAME LOCATION (SUCH AS LIGHTING SWITCHES, LOW VOLTAGE, THERMOSTATS, ETC), THEIR ARRANGEMENT MUST BE IN ACCORDANCE WITH THE FOLLOWING: A. LOCATE DEVICES AS SHOWN ON THE ARCHITECTURAL PLANS, ELEVATIONS OR SECTIONS. B. WHEN SHOWN ON MECHANICAL OR ELECTRICAL DRAWINGS, BUT NOT ON ARCHITECTURAL DRAWINGS, DEVICES MUST BE UNIFORMLY AND SYMMETRICALLY MOUNTED, VERTICALLY ALIGN DEVICES MOUNTED AT HEIGHTS INDICATED, UNLESS SEPARATED HORIZTALLY BY A MINIMUM OF 24". C. DEVICES INSTALLED IN MASONRY OR SURFACES TO RECEIVE WOOD PANELS, WALL COVERING OR SIMILAR MATERIALS MUST BE FLUSH WITH THE FINAL SURFACE MATERIAL. D. IF THE CONTRACTOR HAS ANY DOUBTS REGARDING THE LOCATION OF DEVICES, THE CONTRACTOR MUST CONSULT WITH THE ARCHITECT PRIOR TO ROUGHING-IN. E. AT MULTIPLE SWITCHES, GANG W/ SINGLE COVER PLATE. 2. DEVIATIONS FROM THE ABOVE INSTRUCTIONS WITHOUT PRIOR APPROVAL BY THE ARCHITECT MUST BE CORRECTED BY THE INSTALLING CONTRACTOR. ANY COST, INCLUDING CUTTING &PATCHING, ENTAILED IN THE REMOVAL, RELOCATION, AND REINSTALLATION OF ANY DEVICES WILL BE THE RESPONSIBILITY OF THAT CONTRACTOR. SIGNAGE AND CONTROLS SIGNAGE MUST BE MOUNTED ON THE WALL ADJACENT TO LATCH SIDE OF DOOR. WHERE THERE IS NO WALL SPACE TO THE LATCH SIDE OF THE DOOR, SIGNAGE MUST BE PLACED ON THE NEAREST ADJACENT WALL. MOUNTING HEIGHT MUST BE 60" A.F.F. TO THE CENTERLINE OF SIGN. SIGNS CONTAINING TACTILE CHARACTERS MUST HAVE AN 18" MIN. BY 18" MIN. CLEAR FLOOR SPACE, CENTERED ON THE SIGN, BEYOND THE ARC OF ANY DOOR SWING BETWEEN THE CLOSED POSITION AND A 45 DEGREE OPEN POSITION. TACTILE EXIT SIGNS:A TACTILE SIGN STATING "EXIT" AND COMPLYING WITH ICC/ANSI A117.1 CHAPTER 7 MUST BE PROVIDED ADJACENT TO EACH DOOR TO AN EGRESS STAIRWAY, AN EXIT PASSAGEWAY AND THE EXIT DISCHARGE. ACCESSIBLE SIGNAGE:ALL REQUIRED ACCESSIBLE ELEMENTS MUST BE IDENTIFIED BY THE INTERNATIONAL SYMBOL OF ACCESSIBILITY AT THE FOLLOWING LOCATIONS: 1. ACCESSIBLE PARKING SPACES. 2. ACCESSIBLE PASSENGER LOADING ZONES. 3. ACCESSIBLE UNISEX TOILET AND BATHING ROOMS. 4. ACCESSIBLE ENTRANCES WHERE NOT ALL ENTRANCES ARE ACCESSIBLE. 5. ACCESSIBLE CHECK-OUT AISLES WHERE NOT ALL AISLES ARE ACCESSIBLE. 6. FAMILY OR ASSISTED-USE TOILET AND BATHING ROOMS. 7. ACCESSIBLE DRESSING, FITTING AND LOCKER ROOMS WHERE NOT ALL SUCH ROOMS ARE ACCESSIBLE. 8. ACCESSIBLE AREAS OF REFUGE. 9. EXTERIOR AREAS FOR ASSISTED RESCUE. A TACTILE SIGN MUST BE PROVIDED AT ALL LOCATIONS WHERE PICTORIAL SIGNAGE IS USED TO LABEL PERMANENT ROOMS OR SPACES (I.E. RESTROOMS), COMPLYING WITH ICC/ANSI A117.1 CHAPTER 7 AND MUST BE PROVIDED ADJACENT TO EACH DOOR. AREA OF REFUGE SIGNAGE:A SIGN MUST BE PROVIDED AT EACH DOOR PROVIDING ACCESS TO AN AREA OF REFUGE FROM AN ADJACENT FLOOR AREA, COMPLYING WITH ICC A117.1, STATING "AREA OF REFUGE" INCLUDING THE INTERNATIONAL SYMBOL OF ACCESSIBILITY. ADDITIONALLY, TACTILE SIGNAGE COMPLYING WITH ICC A117.1 MUST BE LOCATED AT EACH DOOR TO AN AREA OF REFUGE. SIGNAGE OF INSTRUCTIONS AT AREA OF REFUGE: IN AREAS OF REFUGE THAT HAVE A TWO-WAY EMERGENCY COMMUNICATIONS SYSTEM, INSTRUCTIONS ON THE USE OF AREA UNDER EMERGENCY CONDITIONS MUST BE POSTED ADJOINING THE COMMUNICATIONS SYSTEM. THE INSTRUCTIONS MUST INCLUDE ALL OF THE FOLLOWING: 1. PERSONS ABLE TO USE THE EXIT STAIRWAY DO SO AS SOON AS POSSIBLE, UNLESS ASSISTING OTHERS. 2. INFORMATION ON PLANNED AVAILABILITY OF ASSISTANCE IN THE USE OF STAIRS OR SUPERVISED OPERATION OF ELEVATORS AND HOW TO SUMMON SUCH ASSISTANCE. 3. DIRECTIONS FOR USE OF THE TWO-WAY COMMUNICATIONS SYSTEM. OCCUPANT LOAD SIGNAGE:EVERY ROOM OR SPACE THAT IS AN ASSEMBLY OCCUPANCY MUST HAVE THE OCCUPANT LOAD OF THE ROOM OR SPACE POSTED NEAR THE MAIN EXIT. DELAYED EGRESS SIGNAGE:A SIGN MUST BE PROVIDED ON THE DOOR LOCATED ABOVE AND WITHIN 12" OF THE RELEASE DEVICE STATING, "PUSH UNTIL ALARM SOUNDS. DOOR CAN BE OPENED IN 30 SECONDS". FIRE RESISTANCE RATING SIGNAGE:FIRE WALLS, FIRE BARRIERS, FIRE PARTITIONS, SMOKE BARRIERS AND SMOKE PARTITIONS OR ANY OTHER WALL REQUIRED TO HAVE PROTECTED OPENINGS OR PENETRATIONS MUST BE EFFECTIVELY AND PERMANENTLY IDENTIFIED WITH SIGNS OR STENCILING. 1. SUCH IDENTIFICATION MUST INCLUDE LETTERING NOT LESS THAN 0.5" IN HEIGHT, INCORPORATING THE SUGGESTED WORDING: "FIRE AND/OR SMOKE BARRIER -PROTECT ALL OPENINGS" OR SIMILAR WORDING. 2. SIGNS MUST BE LOCATED IN ACCESSIBLE CONCEALED FLOOR, FLOOR /CEILING OR ATTIC SPACES. 3. SIGNS MUST BE REPEATED AT INTERVALS NOT EXCEEDING 30'-0" MEASURED HORIZONTALLY ALONG THE WALL OR PARTITION. 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 CODE ANALYSIS A.C.002 ATW20.072C COLORADOFOOTHILLSMAINTENANCE GARAGESUN COMMUNITIESFORT COLLINS02.18.2022 PERMIT A.1016 3 4 5 4 A.301 A.101 7 1 A.301 42'-0"6" 12'-2"5 1/2"6'-4 1/2" 6" 6"33'-4" 3 1/2"7'-4 1/2"6" RESTROOM 102 10'-0" 10'-0" 3'-8"22'-4"10'-5" 5'-7"10'-0"10'-0"5'-6"6"2 1 3 F.D. WALL MOUNTED FIRE EXTINGUISHER SLOPE FLOOR 1/8" PER FOOT MIN. SLOPE RESTROOM FLOOR 1/8" PER FOOT (TYPICAL) WORK AREA DESK, FURNITURE AND OFFICE SUPPLIES BY OWNER HOSE BIBB EYE WASH STATION UTILITY SINK HOSE BIBBSLOPE FLOOR1/8" PER FOOT MIN.SLOPE FLOOR1/8" PER FOOT MIN.STAINLESS STEEL WALL MOUNT HOSE REEL WATER HOSE BY OWNER 14'-0"12'-0"16'-0"FLUSHPROVIDE WOOD BLOCKING TO SUPPORT HOSE HOLDER W1 D W1 D W1 F W5 D W5 C 96" LONG x 30" DEEP x 36" HIGH WORK BENCH -2x4 FRAME BASE WITH 1/2" PLYWOOD COUNTERTOP 6' LONG ELECTRICAL POWER STRIP 8" ABOVE COUNTERTOP DASH LINE INDICATE MECH./STORAGE LEVEL ABOVE 16' LONG TRENCH DRAIN MAINTENANCE AREA 101 1'-0" 10'-0"10'-0"10'-0"10'-0" 1'-0" 4 A.109 9 A.101 1/2" A/C PLYWOOD TO 8'-4" A.F.F. A.702 12 A.101 8 SLOPE FLOOR 1/8" PER FOOT MIN.SD 5'-0" 8'-11" 5'-0" SURFACE MOUNTED LIGHT FIXTURES (TYPICAL) GARAGE DOOR OPENER 22"x22" ATTIC ACCESS PANEL GARAGE DOOR TRACK (TYPICAL) 9'-4"9'-4"9'-4"5'-0 5/8"EQ EQ EQ EQ EXHAUST FAN EQ 6'-0" EQ FC PANEL 9'-0" GYP.12'-0" GYP.8'-0" GYP. 8'-0" 9'-2 1/2" EQ EQ PORCH BOARD SOFFIT 4'-3"4'-3"8'-3"8'-3" 8'-3" HARDI SOFFIT NON-VENTED CEDAR MILL PANELS @ GABLES 6666FC PANEL 12'-0" 1. UTILIZE 2x6 WOOD STUDS AT 16" O.C. AT EXTERIOR WALLS AND 2x4 WOOD STUDS AT 16" O.C. AT INTERIOR WALLS UNLESS NOTED OTHERWISE. MAINTAIN 2x6 WOOD STUDS AT ALL PLUMBING AND CHASE WALLS ON EACH FLOOR. (VERIFY WITH PLANS AND WALL SECTIONS). 2. ALL DIMENSIONS ARE TO FACE OF STUDS, CENTERLINE OF OPENINGS FOR DOORS AND WINDOWS, AND FACE OF SHEATHING. 3. VERIFY SIZE AND LOCATION OF MECHANICAL AND ELECTRICAL EQUIPMENT, PADS, PENETRATIONS AND SUPPORTS WITH MECHANICAL AND ELECTRICAL DRAWINGS. 4. SLOPE CONCRETE FLOORS TO DRAINS AT 1/8" PER FOOT MINIMUM WHILE KEEPING FLOOR LEVEL AT WALL BASE CONDITION. 5. PLANS INDICATE MINIMUM REQUIREMENTS FOR FIRE EXTINGUISHERS. REFER TO SHEET A.C.002 FOR STANDARD BARRIER FREE MOUNTING HEIGHTS AND DIMENSIONS. ALSO, PROVIDE ADDITIONAL EXTINGUISHERS IF REQUIRED BY AUTHORITY HAVING JURISDICTION. 6. INSTALL 2x10 WOOD BLOCKING AT ALL DOOR KNOB LOCATIONS (WITHIN THE WALL AT THE FACE OF THE STUDS WHERE THE DOOR KNOB CONTACTS THE WALL. 7. COORDINATE ALL METER LOCATIONS WITH CIVIL, PLUMBING AND ELECTRICAL DRAWINGS. 8. COORDINATE TRANSFORMER PAD LOCATION WITH CIVIL AND ELECTRICAL DRAWINGS. 9. SEE THIS SHEET FOR WALL TYPES. 10. SEE SHEET A701 FOR DOOR, WINDOW AND ROOM FINISH SCHEDULES. GENERAL PLAN NOTES: GENERAL INTERIOR NOTES: 1. SEE SHEET A.C.002 FOR STANDARD BARRIER FREE MOUNTING HEIGHTS AND DIMENSIONS. 2. PROVIDE WOOD BLOCKING BEHIND ALL WALL MOUNTED EQUIPMENT, FIXTURES AND ACCESSORIES TO ALLOW FOR SOLID MOUNTING, AS ALLOWED BY CURRENT EXISTING WALL CONDITIONS. 3. FILLERS ARE REQUIRED TO CLOSE ALL CABINET TO CABINET OR CABINET TO WALL GAPS AND TO PROVIDE FOR CLEARANCES REQUIRED. WHEN FILLERS ARE REQUIRED AT BOTH ENDS OF CABINETS/CASEWORK, BOTH FILLERS MUST BE EQUAL WIDTH. 4. ANY PROTRUDING COUNTERTOP CORNERS SHALL HAVE A MINIMUM 1" RADIUS. 5. PROVIDE AND INSTALL FINISHED END/SIDE PANEL ON ALL EXPOSED CABINET ENDS/SIDES. 1. THIS PLAN IS INTENDED TO SHOW GENERAL COORDINATION OF OVERHEAD WORK. REFER TO STRUCTURAL, PLUMBING, MECHANICAL & ELECTRICAL DRAWINGS FOR FURTHER INFORMATION. 2. ALL CEILING HEIGHTS ARE APPROXIMATE FINISH DIMENSIONS, FIELD VERIFY. 3. COORDINATE SIZE AND LOCATION OF ALL ACCESS PANELS WITH MECHANICAL AND ELECTRICAL DRAWINGS. REFLECTED CEILING PLAN NOTES: BASE 24" x 36" MIRROR WALL MOUNTED SINK & FAUCET WATER CLOSET 42" GRAB BAR 18" VERTICAL GRAB BAR TOILET PAPER HOLDER BLOCKING FRP PANEL CL 8'-0" FIRST FLOOR CEILING 0'-0" FIRST FLOOR SOAP DISPENSER PAPER TOWEL DISPENSER 8'-0" FIRST FLOOR CEILING 0'-0" FIRST FLOOR BASE WATER CLOSET 42" GRAB BAR 18" VERTICAL GRAB BAR TOILET PAPER HOLDER BLOCKING FRP PANEL8'-0" CEILING 0'-0" FIRST FLOOR BASE FRP PANEL 8'-0" CEILING 0'-0" FIRST FLOOR BASE WALL MOUNTED SINK & FAUCET FRP PANEL PAPER TOWEL DISPENSER LIGHT SWITCH EYEWASH STATION UTILITY SINK HOSE BIBB STAINLESS STEEL WALL MOUNT HOSE HOLDER WATER HOSE BY OWNER PROVIDE WOOD BLOCKING TO SUPPORT HOSE HOLDER BASE PROVIDE WOOD BLOCKING TO SUPPORT EYE WASH STATION 2x4 CONTINUOUS EDGE TRIM FRP PANEL LIGHT FIXTURE 0'-0" FIRST FLOOR 0'-0" FIRST FLOORBASE WINDOW BEYOND UTILITY SINK SLOPE 1/8"/FT. SLOPE SLOPE 6" STEEL GRATE 1 3/4 X 1 3/4 X 1/4 STEEL ANGLE CONCRETE FLOOR SLAB 4"1'-0" X 8'-0" TRENCH DRAIN FLOOR DRAIN - SEE MECHANICAL DRAWINGS SLOPE SLOPE NON RATED STC RATING = 30 TO 34 STC RATING = 35 TO 39 W/ SOUND INSULATION (EST.) 1/2" GYPSUM BOARD WOOD STUDS SOUND INSULATION MAY OCCUR AS ABOVE WITH 2x4 WOOD STUDS @ 16" O.C. AS ABOVE WITH 2x6 WOOD STUDS @ 16" O.C. AS 5A WITH SOUND INSULATION & FRP PANEL (BOTH SIDES) AS 5B WITH SOUND INSULATION & FRP PANEL (BOTH SIDES) W5 A W5 B W5 C W5 D FRP PANEL (ONE OR BOTH SIDES) MAY OCCUR INTERIOR NON-RATED WALL AS 1A WITH PLYWOOD INTERIOR FINISH 8' A.F.F. AS ABOVE WITH 2x6 WOOD STUDS @ 16" O.C. AS ABOVE WITH 2x4 WOOD STUDS @ 16" O.C. NON RATED (EXPOSED TO FIRE ON INTERIOR FACE ONLY) STC RATING = 54 TO 58 W/ BRICK VENEER (EST.) STC RATING = 37 TO 41 W/ VINYL SIDING (EST.) EXTERIOR FACINGS MAY OCCUR RIGID INSULATION (POLYISO FOAM CORE W/ REFLECTIVE ALUMINUM FACERS ON BOTH SIDES SEALED WITH APPROPRIATE JOINT CLOSURE SYSTEM) OVER WALL SHEATHING OVER WOOD STUDS EXTERIOR WALL BATT INSULATION W1 C W1 A W1 B PLYWOOD SHEATHING MAY OCCUR AS 1B WITH PLYWOOD INTERIOR FINISH 8' A.F.F. W1 D 1/2" GYPSUM BOARD FRP PANEL (ONE SIDE) MAY OCCUR EXTERIOR WALL AS 1A WITH FRP INTERIOR FINISH W1 E AS 1B WITH FRP INTERIOR FINISH W1 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 OVERALL BUILDING PLAN, REFLECTED CEILING PLAN, AND INTERIOR ELEVATIONS A.101 ATW20.072C COLORADOFOOTHILLSMAINTENANCE GARAGESUN COMMUNITIESFORT COLLINSNORTHNORTHSCALE: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 RESTROOM ELEV.3 SCALE:1/4" = 1'-0"A.101 RESTROOM ELEV.4 SCALE:1/4" = 1'-0"A.101 RESTROOM ELEV.5 SCALE:1/4" = 1'-0"A.101 RESTROOM ELEV.6 SCALE:1/4" = 1'-0"A.101 ELEVATION7 SCALE:1/4" = 1'-0"A.101 ELEVATION8 SCALE:3/4" = 1'-0"A.101 TRENCH DRAIN9 SCALE: 3/4" = 1'-0"A.101 TRENCH DRAIN10 02.18.2022 PERMIT T.O. FOUNDATION FIRST FLOOR TRUSS BEARING 12'-0" TRUSS BEARING HEIGHT8"3'-4" MINIMUMPORCH TRUSS BEARING HEIGHT 2'-10"9'-2" PORCH TRUSS BEARING HEIGHT2" MIN.5'-6"6" 6'-0" 4" CL 1/2" PLYWOOD SHEATHING -8 FEET HIGH (MAINTENANCE AREA ONLY) ON 1/2" GYPSUM BOARD SHINGLES ON ROOFING FELT ON ROOF SHEATHING ON ROOF TRUSSES @ 24" O.C. BATT INSULATION (R-49) 5" CONCRETE SLAB W/ W.W.F. REINFORCING (SEE STRUCTURAL) ON VAPOR BARRIER ON 4" MINIMUM COMPACTED GRANULAR BASE 1/2" EXPANSION JOINT BASE 5/8" GYPSUM BOARD TRUSS HOLDDOWN (SEE STRUCTURAL) CONCRETE SPLASH BLOCK WITH MIN. 1/4" SLOPE FIBER CEMENT HORIZONTAL SIDING ON 3/4" MAX. RIGID INSULATION (R-5 MIN.) ON EXTERIOR SHEATHING WITH SEALED SEAMS ON 2x6 WOOD STUDS @ 16" O.C. WITH BATT INSULATION (R-19 MIN.) CONCRETE FOUNDATION W/ REINFORCING (SEE STRUCTURAL) 6" CONCRETE BLOCK W/ REINFORCING GROUTED SOLID 2x6 PRESERVATIVE TREATED (P.T.) WOOD SILL PLATE W/ SILL SEALER AND ANCHOR (SEE STRUCTURAL) METAL FLASHING 1x10 SKIRT BOARD SLOPE GRADE AWAY FROM BUILDING (TYPICAL) 1x10 FRIEZE BOARD CAULK JOINT BELOW TRIM BOARD SLOPE 2% MAX DRIVEWAY & PARKING PAVEMENT (SEE CIVIL) ON COMPACTED GRANULAR FILL TRUSS HOLDDOWN (SEE STRUCTURAL) EXTEND SHEATHING TO UNDERSIDE OF INSULATION STOP 2x8 LEDGE BOARD (SEE STRUCTURAL) PORCH BOARD SOFFIT CAULK JOINT AROUND PERIMETER (TYPICAL) SHINGLES ON ROOFING FELT ON ROOF SHEATHING ON ROOF TRUSSES @ 24" O.C. OVERHANG 1'-6 1/2" ALUMINUM GUTTER W/ DOWNSPOUT PORCH BOARD SOFFIT ON 2x4 FRAMING @ 24" O.C. 1x10 FRIEZE BOARD 1x8 FASCIA BOARD ON 2x WOOD BLOCKING INSULATION BAFFLE WITH 2" MIN. AIR SPACE TYPICAL METAL DRIP EDGE CAULK JOINT AROUND PERIMETER (TYPICAL BOTH SIDES) CONCRETE PORCH SLAB W/ REINFORCING (SEE STRUCTURAL) STRUCTURAL COOR. W/ STRUCTURAL COOR. W/ COMPACTED GRANULAR BASE FILL ON COMPACTED EARTH 6x6 PT WOOD POST SECURED TO HEADER W/ GALVANIZED POST CONNECTOR A.301 5 BOTTOM OF FOUNDATION 1'-4" HEEL HT.3" X 36" VERTICAL RIGID PERIMETER INSULATION JOIST HANGER 24" MIN. OR 24" (MIN.) PAST WALL LINE EXTEND ICE & WATER SHIELD 8'-0" MIN. (3 LAYERS OVERLAPPED 6") T.O. FOUNDATION FIRST FLOOR TRUSS BEARING CONCRETE SPLASH BLOCK WITH MIN. 1/4" SLOPE FIBER CEMENT HORIZONTAL SIDING ON 3/4" MAX. RIGID INSULATION (R-5 MIN.) ON EXTERIOR SHEATHING WITH SEALED SEAMS ON 2x6 WOOD STUDS @ 16" O.C. WITH BATT INSULATION (R-19 MIN.) CONCRETE FOUNDATION W/ REINFORCING (SEE STRUCTURAL) 6" DECORATIVE CONCRETE BLOCK W/ REINFORCING GROUTED SOLID 2x6 PRESERVATIVE TREATED (P.T.) WOOD SILL PLATE W/ SILL SEALER AND ANCHOR (SEE STRUCTURAL) METAL FLASHING 1x10 SKIRT BOARD SLOPE GRADE AWAY FROM BUILDING (TYPICAL) 1/2" PLYWOOD SHEATHING -8 FEET HIGH (MAINTENANCE AREA ONLY) ON 1/2" GYPSUM BOARD SHINGLES ON ROOFING FELT ON ROOF SHEATHING ON ROOF TRUSSES @ 24" O.C. BATT INSULATION (R-49) 3" X 36" VERTICAL PERIMETER RIGID INSULATION (R-15) 5" CONCRETE SLAB W/ W.W.F. REINFORCING (SEE STRUCTURAL) ON VAPOR BARRIER ON 4" MINIMUM COMPACTED GRANULAR BASE 1/2" EXPANSION JOINT BASE 5/8" GYPSUM BOARD TRUSS HOLDDOWN (SEE STRUCTURAL)2" MI N.HEEL HT.1'-4"TYP. OVERHANG 1'-5" ALUMINUM GUTTER W/ DOWNSPOUT PORCH BOARD SOFFIT ON 2x4 FRAMING @ 24" O.C. 1x10 FRIEZE BOARD 1x8 FASCIA BOARD ON 2x WOOD BLOCKING INSULATION BAFFLE WITH 2" MIN. AIR SPACE TYPICAL METAL DRIP EDGE 3'-4" MINIMUM 8"12'-0" TRUSS BEARING HEIGHTCAULK JOINT BELOW TRIM BOARD CAULK JOINT AROUND PERIMETER (TYPICAL BOTH SIDES) STRUCT. COOR. W/ BOTTOM OF FOUNDATION A.301 6 SOFFIT VENT IC E & W A T E R S H IE L D 8 '-0 " M IN IM U M T.O. FOUNDATION FIRST FLOOR TRUSS BEARING RESTROOM CEILING BEARING MECH. LEVEL FRP PANEL (RESTROOM ONLY) ON 1/2" GYPSUM BOARD 1x4 SUBRAKE BOARD SHINGLES ON ROOFING FELT ON ROOF SHEATHING ON ROOF TRUSSES @ 24" O.C. BATT INSULATION (R-49) METAL DRIP EDGE 1x6 RAKE BOARD 3" X 36" VERTICAL PERIMETER RIGID INSULATION 5" CONCRETE SLAB W/ W.W.F. REINFORCING (SEE STRUCTURAL) ON VAPOR BARRIER ON 4" MINIMUM COMPACTED GRANULAR BASE 1/2" EXPANSION JOINT BASE NON-VENTED PORCH BOARD SOFFIT 2x4 LOOKOUT @ 24" 0.C. AT GABLE ENDS CAULK JOINT BELOW TRIM BOARD RAKE 6" 2x6 WOOD NAILER 3/4" PLYWOOD FLOOR (GLUED & SCREWED) OVER WOOD FLOOR FRAMING (SEE STRUCTURAL) WITH SOUND INSULATION OVER 5/8" GYPSUM BOARD 5/8" GYPSUM BOARD FRP PANEL (RESTROOM ONLY) ON 1/2" GYPSUM BOARD ON 2x4 WOOD STUDS @ 16" O.C. WITH SOUND INSULATION ON 1/2" GYPSUM BOARD INSULATION: ATTIC:R-49 WOOD FRAMED AND OTHER:R-13 + R-7.5 C.I. OR R-19 + R-5 C.I. SLAB ON GRADE HEATED:R-20 FOR 48 IN. FIBER CEMENT HORIZONTAL SIDING ON 1" MAX. RIGID INSULATION (R-5 MIN.) ON EXTERIOR SHEATHING W/ SEALED SEAMS ON 2x6 WOOD STUDS @ 16" O.C. WITH BATT INSULATION (R-19 MIN.) EXTEND RIGID INSULATION AND PLYWOOD SHEATHING TO UNDERSIDE OF RAKE LOOKOUT(S) 2x4 P.T. WOOD SILL PLATE CONCRETE FOUNDATION W/ REINFORCING (SEE STRUCTURAL) 6" DECORATIVE CONCRETE BLOCK W/ REINFORCING GROUTED SOLID 2x6 PRESERVATIVE TREATED (P.T.) WOOD SILL PLATE W/ SILL SEALER AND ANCHOR BOLTS (SEE STRUCTURAL) METAL FLASHING 1x10 SKIRT BOARD SLOPE GRADE AWAY FROM BUILDING (TYPICAL)3'-4" MINIMUM 8"12'-0" TRUSS BEARING HEIGHT8'-0" RESTROOM BEARING HEIGHT8" 3'-4" MECHANICAL SPACE STRUCTURAL COOR. W/ BOTTOM OF FOUNDATION 2x4 EDGE TRIM PORCHMAINTENANCE AREA A.301 2 A.301 3 T.O. FOUNDATION FIRST FLOOR TRUSS BEARING PORCH TRUSS BEARING HEIGHT 1x_ FIBER CEMENT COLUMN WRAP OVER 1x10 COLUMN BASE CAULK TOP OF COLUMN BASE (TYPICAL AROUND PERIMETER) TREATED WOOD COLUMN (SEE STRUCTURAL) EQ EQ SECTION EQ EQ 7"EQ EQ SET GALVANIZED STEEL POST BASE ANCHOR INTO CONCRETE PORCH SLAB (SEE STRUCTURAL)1/2" MAX.PLAN 1x_ FIBER CEMENT COLUMN WRAP OVER 1x10 COLUMN BASE CAULK TOP OF COLUMN BASE (TYPICAL AROUND PERIMETER) TREATED WOOD COLUMN (SEE STRUCTURAL) CL 1/2" EXPANSION JOINT 1/2" GYPSUM BOARD J CHANNEL AT PLYWOOD TOP PLYWOOD SHEATHING OVER INTERIOR GYP AT MAINTENANCE AREA J CHANNEL AT GYP BASE PLYWOOD BASE TRIM PLYWOOD SHEATHING, 8' HIGH AT MAINTENANCE AREA INTERIOREXTERIOR SIDING WALL SHEATHING 5/4" x 6" SKIRT TRIM METAL SCREED 2"METAL FLASHING 6" DECORATIVE CONCRETE BLOCK W/ REINFORCING GROUTED SOLID 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 BUILDING AND WALL SECTIONS A.301 ATW20.072C COLORADOFOOTHILLSMAINTENANCE GARAGESUN COMMUNITIESFORT COLLINSSCALE:3/4" = 1'-0"A.301 WALL SECTION2 SCALE:3/4" = 1'-0"A.301 WALL SECTION3 SCALE:3/4" = 1'-0"A.301 WALL SECTION4 SCALE:1/4" = 1'-0"A.301 BUILDING SECTION1 SCALE:1 1/2" = 1'-0"A.301 COLUMN BASE DETAIL5 SCALE:1 1/2" = 1'-0"A.301 PLYWOOD SECTION6 SCALE:1 1/2" = 1'-0"A.301 ENLARGED WALL SECTION7 02.18.2022 PERMIT 6:12 6:12 D S D S SHINGLED RIDGE VENT (TYPICAL) CROSS HATCH AREA INDICATES ICE & WATER BARRIER MATERIAL (TYPICAL) DASHED LINE INDICATES OUTLINE OF WALL BELOW GUTTER (TYPICAL) GUTTER (TYPICAL) PROVIDE 3 LAYERS OF ICE & WATER SHIELD OVERLAPPED 6" MIN., EXTEND ICE & WATER SHIELD AT MINIMUM OF 24" INSIDE OF CONDITIONED SPACE 8'-0"MIN.2'-0"SHINGLES ON ROOF FELT ON ROOF SHEATHING ON WOOD TRUSSES AT 24" O.C. D S D S 2'-0"2'-0" DS DOWNSPOUT AREAS OF ICE AND WATER BARRIER MATERIAL SHINGLED RIDGE VENT SEE DETAIL OUTLINE OF EXTERIOR WALL SHADED AREA INDICATES STUD WALL CONSTRUCTION ROOF PLAN LEGEND: SEALANT AT ENTIRE PERIMETER METAL CLAMPING RING PREFABRICATED PIPE COVER SEALANT AT ENTIRE PERIMETER SHINGLES ON ROOF FELT ON ROOF SHEATHING ON ROOF TRUSSES SHINGLES ON ROOF FELT ON ROOF SHEATHING ON ROOF TRUSSES AT 24" O.C. CONTINUOUS RIDGE VENT 22"x30" ATTIC ACCESS DOOR 5/8" GYP. BD. ON ROOF TRUSSES 24" O.C. 1/2" PLYWOOD 18" HIGH AT PERIMETER OF OPENING ATTIC INSULATION ROOF TRUSSES PROVIDE INSULATION BLANKET IN POLYETHLENE BAG OVER ATTIC DOOR COORDINATE W/ ROOF TRUSSES2'-6" MIN CLEAR HEADROOM1'-6"1. PRE-FINISH ALUMINUM GUTTERS AND DOWNSPOUTS ARE TO BE PROVIDE. 2. DOWNSPOUTS ARE TO BE LOCATED SO THAT THE DISCHARGE WILL NOT SPILL ON OR FLOW ACROSS ANY PORCHES, WALKS OR DRIVES. 3. COORDINATE WITH DEVELOPER FOR ALL DOWNSPOUT DISCHARGE. PROVIDE SPLASH BLOCKS AS REQUIRED. 4. COORDINATE LOCATION OF ALL EXHAUST AND INTAKE VENTS INCLUDING RANGE HOODS, BATHROOM AND EXHAUST FANS, ETC. W/ MECHANICAL DRAWINGS & MECHANICAL CONTRACTOR. 5. PAINT ALL VENTS, PIPE PENETRATIONS AND ROOF ACCESSORIES TO MATCH SHINGLES. 6. ALL VENTS, PIPE PENETRATIONS AND HOOD ACCESSORIES TO BE ROUTED TO REAR ELEVATIONS AND HELD 4'-0" FROM HIGH POINT. 7. SADDLES ARE REQUIRED AT ALL LOCATIONS INDICATED OR OTHERWISE NOT INDICATED (I.E. MECHANICAL UNITS, EQUIPMENT CURBS, INSIDE CORNERS AT PARAPET WALLS, ETC.) IN ORDER TO PROVIDE POSITIVE ROOF DRAINAGE, SLOPE TO MATCH ADJOINING ROOF PITCH UNLESS OTHERWISE NOTED. GENERAL ROOF NOTES: TRUSS BEARING BOTTOM OF FOOTING STORAGE LEVEL LIGHT FIXTURE SHINGLES ON ROOFING FELT ON ROOF SHEATHING ON ROOF TRUSSES @ 24" O.C. BATT INSULATION (R-49) 2x6 WOOD NAILER OVERHEAD CEILING BEARING 3/4" PLYWOOD FLOOR (GLUED & SCREWED) OVER WOOD FLOOR FRAMING (SEE STRUCTURAL) WITH SOUND INSULATION OVER 5/8" GYPSUM BOARD 2x4 EDGE TRIM R-21 BATT. INSULATION 3 2x8 HEADER JOIST HANGER T.O. FOUNDATION FIRST FLOOR 1x4 SUBRAKE BOARD METAL DRIP EDGE 1x6 RAKE BOARD 5" CONCRETE SLAB W/ W.W.F. REINFORCING (SEE STRUCTURAL) ON VAPOR BARRIER ON 4" MINIMUM COMPACTED GRANULAR BASE 1/2" EXPANSION JOINT BASE NON-VENTED SMOOTH SLOPED SOFFIT BOARD ON 2x4 LOOKOUT 2x4 LOOKOUT @ 24" 0.C. AT GABLE ENDS CAULK JOINT BELOW TRIM BOARD RAKE 6" FIBER CEMENT HORIZONTAL SIDING ON 1" MAX. RIGID INSULATION (R-5 MIN.) ON EXTERIOR SHEATHING W/ SEALED SEAMS ON 2x6 WOOD STUDS @ 16" O.C. WITH BATT INSULATION (R-19 MIN.) EXTEND RIGID INSULATION AND PLYWOOD SHEATHING TO UNDERSIDE OF RAKE LOOKOUT(S) CONCRETE FOUNDATION W/ REINFORCING (SEE STRUCTURAL) 6" DECORATIVE CONCRETE BLOCK W/ REINFORCING GROUTED SOLID 2x6 PRESERVATIVE TREATED (P.T.) WOOD SILL PLATE W/ SILL SEALER AND ANCHOR BOLTS (SEE STRUCTURAL) METAL FLASHING 1x10 SKIRT BOARD SLOPE GRADE AWAY FROM BUILDING (TYPICAL) STRUCTURAL COOR. W/8" 3'-4" INSULATION: ATTIC:R-49 WOOD FRAMED AND OTHER:R-13 + R-7.5 C.I. OR R-19 + R-5 C.I. SLAB ON GRADE HEATED:R-15 FOR 36 IN.8"8'-0"12'-0" TRUSS BEARING HEIGHTJOIST HANGER INSTALLED UPSIDE DOWN 3'-4"3" X 36" VERTICAL RIGID INSULATION (R-15) TOTAL ROOF SQUARE FOOTAGE TOTAL VENTILATION REQUIRED VENTILATION REQUIRED @ RIDGE VENTILATION REQUIRED @ SOFFIT VENTILATION PROVIDED @ RIDGE NET FREE RIDGE VENTILATION PROVIDED BY PEAK FILTER VENT 9 SQ. IN. OF VENTILATION PER LINEAR FOOT TOTAL SQ. FT. OF RIDGE VENT PROVIDED VENTILATION PROVIDED @ SOFFIT AIR VENT 16" X 4" UNDEREAVE VENTS AREA = 28 SQ. IN NFA/VENT TOTAL SQ. FT. OF SOFFIT VENT PROVIDED: SOFFIT VENT RATIO (PER SECTION 1202.2 EXCEPTION #2) VENT AT RIDGE TOTAL VENT AREA 1248 SF 1248 SF x 1/300= 4.16 SF 4.16 SF / 2 = 2.1 SF 4.16 SF / 2 = 2.1 SF 9 SI per FT / 144 SI = .06 SF/LF 40 LF (x .06 SF/LF) = 2.3 SF MAX 28 SI PER VENT = 0.194 SF 144 IN VENT 12 VENTS (X 0.194) = 2.3 ROOF ZONE: ENTIRE ROOF INCLUDING PORCH AREA ROOF VENTILATION CALCULATIONS 2.3 2.3 x X 100 =X < 50% 1/300 RATIO TO BE UTILIZED PER SECTION 1202.2 EXCEPTION #2 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 OVERALL BUILDING ROOF PLAN A.109 ATW20.072C COLORADOFOOTHILLSMAINTENANCE GARAGESUN COMMUNITIESFORT COLLINSSCALE:1/4" = 1'-0"A.109 ROOF PLAN1 SCALE:1 1/2" = 1'-0"A.109 PIPE PENETRATION SECTION2 SCALE:1 1/2" = 1'-0"A.109 RIDGE VENT SECTION5 SCALE:1" = 1'-0"A.109 ATTIC ACCESS DOOR3 SCALE:3/4" = 1'-0"A.109 WALL SECTION4 02.18.2022 PERMIT FIRST FLOOR PLAN TRUSS BEARING BOTTOM OF FOOTING SHINGLES NOTE: REFER TO ROOF PLAN FOR ADDITIONAL ROOF NOTES AND ROOF PITCH(ES). A SHINGLED RIDGE VENT ALUMINUM GUTTER AND DOWNSPOUT 1 X 6 TRIM BD. HORIZONTAL SIDING PRESSURE TREATED 1x10 SKIRT TRIM BD. FLASHING (TYPICAL) 1x10 FRIEZE BOARD 1x8 FASCIA BOARD A 4'-0" 12'-0" DOWNSPOUT & CONCRETE SPLASHBLOCK FIRST FLOOR PLAN TRUSS BEARING BOTTOM OF FOOTING STORAGE LEVEL A SHINGLES SHINGLED RIDGE VENT ALUMINUM GUTTER AND DOWNSPOUT 1x6 TRIM BD. HORIZONTAL SIDING PRESSURE TREATED 1x10 SKIRT TRIM BD. FLASHING (TYPICAL) 1x10 FRIEZE BOARD 1x8 FASCIA BOARD 1x6 TRIM BD. SURROUND FLASHING (TYPICAL) A DOWNSPOUT & CONCRETE SPLASH BLOCK DOWNSPOUT & CONCRETE SPLASH BLOCK 1 3'-4"8'-8"4'-0"FIRST FLOOR PLAN TRUSS BEARING BOTTOM OF FOOTING STORAGE LEVEL B DECORATIVE GABLE VENT WITH 1X6 TRIM BOARD SURROUND FLASHING (TYPICAL) 1x6 TRIM BD. HORIZONTAL SIDING 1x6 TRIM BOARD SURROUND 1x10 SKIRT TRIM BD. FLASHING (TYPICAL) FLASHING (TYPICAL) 1x10 FRIEZE BOARD 1x6 RAKE BOARD 1x4 SUB-RAKE BOARD ALUMINUM GUTTER AND DOWNSPOUT FLASHING (TYPICAL) RIDGE VENT 4 A.109 6 12 6 12 12'-0"4'-0" 18'-3"DOWNSPOUT & CONCRETE SPLASHBLOCK FIRST FLOOR PLAN TRUSS BEARING BOTTOM OF FOOTING 18"X24" DECORATIVE GABLE VENT WITH 1X6 TRIM BOARD SURROUND FLASHING (TYPICAL) 1x6 TRIM BOARD HORIZONTAL SIDING GARAGE DOOR EXTERIOR LIGHT FIXTURE MOUNTED TO PLINTH BLOCK 1x6 RAKE BOARD 1x4 SUB-RAKE BOARD ALUMINUM GUTTER AND DOWNSPOUT 1X6 TRIM BOARD SURROUND PRESSURE TREATED 1x10 SKIRT TRIM BD. FLASHING (TYPICAL) 4 A.109 6 12 6 12 12'-0"4'-0"3 DOWNSPOUT & CONCRETE SPLASHBLOCK GENERAL ELEVATION NOTES 1. CONTRACTOR TO COORDINATE LOCATION OF ALL EXHAUST AND INTAKE LOUVERS INCLUDING BATHROOM EXHAUST WITH MECHANICAL DRAWINGS. 2. MECHANICAL LOUVERS AND CAPS TO BE PAINTED TO MATCH ADJACENT SIDING AND/OR BRICK FINSH. 3. CAULK AND SEAL ALL PENETRATIONS, GAPS, SPACES, JOINTS, OPENINGS, DOORS AND WINDOWS, ETC AT ENTIRE EXTERIOR OF BUILDING, CAULK AND SEALANT TO MATCH ADJACENT SIDING AND/OR BRICK FINISH. 4. ALL EQUIPMENT INCLUDING GAS METERS, ELECTRIC METERS, TELEPHONE AND CABLE BOXES, VENTILATION LOUVERS, LIGHTS, ETC. SHOWN ON SIDING SHALL BE MOUNTED ON 3/4" CEMENT BOARD PANEL. 5. REFER TO UNIT PLANS AND BUILDING PLANS FOR VARIATIONS OF INDIVIDUAL UNITS AND BUILDING. 6. ALL ENTRY (DOORS, GARAGE DOOR, ETC.) SHALL HAVE A FLUSH ENTRY CONDITION. EXTERIOR ELEVATION FINISH SCHEDULE: 1. HORIZONTAL SIDING : A. FIBER CEMENT SIDING MFR.: JAMES HARDIE B. MODEL: HARDIE PLANK LAP SIDING, 6" EXPOSURE (HZ5 ZONE) C. TEXTURE: SMOOTH D. COLOR: TBD -SUBMIT COLOR SAMPLES TO ARCHITECT FOR SELECTION. E. PROVIDE ALL ACCESSORIES AS REQUIRED FOR THE INSTALLATION OF SIDING. COLOR OF ACCESSORIES TO MATCH SIDING, U.N.O. INSTALLATION PER MANUFACTURER GUIDELINES. 2. TRIM BOARD : A. FIBER CEMENT TRIM BOARD MFR.: JAMES HARDIE B. MODEL: HARDIE TRIM BOARD, (HZ5 ZONE) C. SIZE: VARIES -SEE ELEVATIONS AND WALL SECTIONS D. TEXTURE: SMOOTH E. COLOR: TBD -SUBMIT COLOR SAMPLES TO ARCHITECT FOR SELECTION. F. PROVIDE ALL ACCESSORIES AS REQUIRED FOR THE INSTALLATION OF TRIM BOARD(S). INSTALLATION PER MANUFACTURER GUIDELINES. 3. SOFFIT : A. SOFFIT MFR: HARDIE SOFFIT B. MODEL: VENTED & NON-VENTED SMOOTH C. TEXTURE: SMOOTH D. COLOR: TBD -SUBMIT COLOR SAMPLES TO ARCHITECT FOR SELECTION. E. PROVIDE ALL ACCESSORIES AS REQUIRED FOR THE INSTALLATION OF SOFFIT. INSTALLATION PER MANUFACTURER GUIDELINES. F. VENTING: 5 SQUARE INCHES NET FREE AREA / LINEAL SQUARE FOOT # 4. FIBERGLASS SHINGLES: A. FIBERGLASS SHINGLES MFR.: GAF B. MODEL / COLOR: TIMBERLINE HD (DIMENSIONAL SHINGLE) / CHARCOAL OR EQUAL 5. DECORATIVE GABLE VENT / LOUVER : A. MFR.: FYPON OR EQUAL B. COLOR/TYPE: NON-VENT LOUVER, COLOR TBD -SUBMIT COLOR SAMPLE TO ARCHITECT FOR SELECTION. C. SIZE: SEE ELEVATIONS FOR SIZE. 6. WINDOWS : A. WINDOW MFR.: CRYSTAL WINDOW & DOOR SYSTEMS, LTD OR EQUAL B. TYPE: ALUMINUM THERMAL-BREAK WINDOWS. C. MODEL: PICTURE WINDOW -SERIES 2100 & SLIDER WINDOW -SERIES 2300 W/ SCREEN (REFER TO SHEET A.701 FOR ADDITIONAL INFORMATION) 7. DOOR : A. REFER TO SPECIFICATIONS EXTERIORINTERIOR 3/4" PLINTH BLOCK TO BE SAME MATERIAL AS SIDING EXTERIOR LIGHT/HOSE BIBB, ETC. SEAL PERIMETER 1/2" PLYWOOD ON 1/2" GYPSUM BOARD FIBER CEMENT HORIZONTAL SIDING ON 3/4" MAX. RIGID INSULATION ON EXTERIOR SHEATHING ON 2x6 WOOD STUDS @ 16" O.C. WITH BATT INSULATION METAL FLASHING 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 OVERALL BUILDING ELEVATIONS A.201 ATW20.072C COLORADOFOOTHILLSMAINTENANCE GARAGESUN COMMUNITIESFORT COLLINSSCALE:1/4" = 1'-0"A.201 WEST ELEVATION4 SCALE:1/4" = 1'-0"A.201 EAST ELEVATION2 SCALE:1/4" = 1'-0"A.201 NORTH ELEVATION1 SCALE: 1/4" = 1'-0"A.201 SOUTH ELEVATION3 SCALE:1 1/2" = 1'-0"A.201 PLINTH BLOCK DETAIL7 02.18.2022 PERMIT DOOR TYPES1/4" = 1'-0"DOOR WIDTH DOOR HEIGHTA DOOR WIDTH DOOR HEIGHTB ENTRY DOOR EXTERIOR INSULATED HOLLOW METAL DOOR WITH INSULATED GLAZING (PAINTED) HOLLOW METAL DOOR (PAINTED) DOOR WIDTH DOOR HEIGHT2"2"2"FRAME TYPES1/4" = 1'-0"AA HOLLOW METAL FRAME C INSULATED GARAGE DOOR 10'-0"10'-0"2'-6" 8" 8" 1'-8" 8" GLAZING NOTES A. GLAZING AT ALL EXTERIOR DOORS, SIDELITES AND FIXED LITES MUST BE INSULATED SAFETY GLAZING. B. INTERIOR GLAZING AT ALL FIRE RATED DOORS, SIDELITES AND FIXED LITES MUST BE FIRE RATED SAFETY GLAZING. (DO NOT USE WIRE GLASS) C. INTERIOR GLAZING AT ALL NON-RATED DOORS, SIDELITES AND FIXED LITES MUST BE SAFETY GLAZING. • DOOR OPENING FORCE FOR PUSHING AND PULLING OPEN INTERIOR SWINGING EGRESS DOORS OTHER THAN FIRE DOORS SHALL NOT EXCEED 5 LBS. • OTHER SWING DOORS AS WELL AS SLIDING DOORS AND FOLDING DOORS, THE LATCH SHALL RELEASE WHEN SUBJECTED TO 15 LB FORCE. • ALL MEANS OF EGRESS DOORS SHALL BE READILY OPERABLE FROM EGRESS SIDE WITHOUT KEY OR SPECIAL KNOWLEDGE. • ALL DOORS REQUIRED TO BE ACCESSIBLE SHALL NOT REQUIRE TIGHT GRASPING, PINCHING OR TWISTING OF WRIST TO OPERATE. • NO PROTRUDING HARDWARE ON DOOR SURFACE SHALL BE INSTALLED LESS THAN 34" ABOVE FLOOR. • ALL THRESHOLD MAXIMUM HEIGHTS SHALL NOT EXCEED 1/2 INCH IN HEIGHT-WHERE A CHANGE IN ELEVATION AT RAISED THRESHOLDS AND FLOOR LEVELS ARE IN BETWEEN 1/4 INCH AND 1/2 INCH, A BEVEL SHALL BE REQUIRED NOT STEEPER THAN 1 UNIT VERTICAL AND 2 UNITS HORIZONTAL • SEE SCHEDULE FOR DOOR UNDERCUT IN AREAS WITHOUT HVAC RETURN, REFER TO MECHANICAL DRAWINGS. DO NOT UNDER CUT FIRE RATED DOORS. • G.C. TO CONFIRM HAND OF ALL DOORS. • WEATHERSTRIPPING ON ALL EXTERIOR DOORS. • EXTERIOR HOLLOW METAL DOOR FRAMES TO BE GALVANIZED. • GC TO VERIFY ALL HOLLOW METAL THROAT OPENING (WALL THICKNESS), PRIOR TO ORDERING FRAMES. GC TO COORDINATE ROUGH OPENING REQUIREMENTS WITH MANUFACTURER PRIOR TO CONSTRUCTION. 1. EXTERIOR DOORS TO BE INSULATED. DOOR AND HARDWARE GENERAL NOTES 1/4" = 1'-0"FRAME TYPESWINDOWALUMINUM FIXED WINDOW (NOMINAL SIZE: 2030) A 2'-0"3'-0"4'-0"4'-0"7'-0"ALUMINUM SLIDING WINDOW W/ SCREEN (NOMINAL SIZE: 4040 SL) B 7'-0"WINDOW NOTES GENERAL WINDOW NOTES: • ALL WINDOW TAG MARKS ARE LOCATED ON THE OVERALL ELEVATIONS, SHEET A.201. • WINDOW BASIS OF DESIGN: CRYSTAL SERIES 2000A • ALL GLAZING SHALL COMPLY WITH THE REQUIREMENTS OF THE 2015 MICHIGAN BUILDING CODE, CHAPTER 24 GLASS AND GLAZING. • WINDOWS TO COMPLY WITH "MICHIGAN ENERGY CODE" REQUIREMENTS & ENERGY STAR RATED. • ALL OPERABLE WINDOWS TO HAVE INSECT SCREENS. ROOM FINISH NOTES GENERAL NOTES: • SEE BUILDING AND WALL SECTIONS FOR ADDITIONAL CEILING HEIGHT INFORMATION. • REFER TO INTERIOR ELEVATIONS FOR ADDITIONAL FINISHES NOT LISTED IN THE ROOM FINISH SCHEDULE. ROOM FINISH NOTES: 1. SEE PLAN FOR LOCATION OF PLYWOOD SHEATHING. 2. PLYWOOD SHEATHING: DO NOT PAINT. PANEL TO EXTEND 8'-0" A.F.F. 3. SEE PLAN AND INTERIOR ELEVATIONS FOR LOCATION OF FRP. 4. FRP COLOR: SUBMIT COLOR SAMPLES TO ARCHITECT FOR SELECTION. ABBREVIATIONS: • VB = VINYL BASE • ES = EGGSHELL • SG = SEMIGLOSS 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 DOOR, WINDOW & ROOM FINISH SCHEDULE A.701 ATW20.072C COLORADOFOOTHILLSMAINTENANCE GARAGESUN COMMUNITIESFORT COLLINSDOOR 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 1 3'-0" 7'-0" 1 3/4" A HM 6 5 4 A.702 AA HM 21 - 1 2 3'-0" 7'-0" 1 3/4" B HM 8 7 - A.702 AA HM 20 - 3 10'-0" 10'-0" 2" C PER MANUF 3 2 1 A.702 PER MANUF PER MANUF 01 - 1 ROOM FINISH SCHEDULE RM NO.ROOM NAME FLOOR BASE WALL CEILING CEILING PAINT / FINISH NOTESFINISH FINISH MATERIAL MATERIAL HEIGHT WALL CEILING 101 MAINTENANCE AREA CONC. - PLYWOOD ON GYP. BD. GYP. BD. 12'-0" E.S. FLAT 102 RESTROOM CONC. VB GYP. BD. GYP. BD. 8'-0" S.G. FLAT 3, 4 WINDOW SCHEDULE TYPE MARK WINDOW SIZE TYPE MATERIAL GLAZING TYPE COMMENTS A 2030 FIXED ALUMINUM INSULATED B 4040 SLIDER ALUMINUM INSULATED 02.18.2022 PERMIT DRIVEWAY & PARKING PAVEMENT (SEE CIVIL) ON 4" COMPACTED GRANULAR FILL 1/2" PREMOLDED EXPANSION JOINT FILLER 5" CONCRETE SLAB WITH REINFORCING ON VAPOR RETARDER ON MIN 4" COMPACTED GRANULAR FILL FIRST FLOOR T. O. FOUNDATION FOR DIM. SEE PLAN FOUNDATION -SEE STRUCT GARAGE DOOR GARAGE DOOR TRACK 1x_ FIBER CEMENT JAMB (RIP TO FIT) GARAGE DOOR BOTTOM SEAL SLOPE 2% MAX GYPSUM BOARD 2X6 WOOD NAILER GARAGE DOOR TRACK 1x6 FIBER CEMENT TRIM - SEE ELEVATIONS WEATHER STRIPPING @ ENTIRE PERIMETER OF GARAGE DOOR GARAGE EXTERIOR CAULK AND SEAL JAMB -MINIMUM DOUBLE 2x_ WOOD STUDS 2"3 1/4"D.O.1x_ FIBER CEMENT JAMB (RIP TO FIT) EXTERIOR WALL -SEE PLAN FOR WALL TYPE 1x4 P.T. BLOCKING AROUND ENTIRE PERIMETER OF OPENING GARAGE DOOR FOR DIM. SEE PLAN PLYWOOD SHEATHING MAY OCCUR SEE PLAN FOR LOCATION TYVEK FLEX WRAP SYSTEM AROUND ENTIRE PERIMETER OPENING. LAP OVER WOOD FRAME, NAILER & INSUL. JOINTS EXTEND 8" MIN. WEATHER STRIPPING @ ENTIRE PERIMETER OF GARAGE DOOR GARAGE DOOR GARAGE DOOR TRACK GARAGE EXTERIOR 1x6 FIBER CEMENT TRIM - SEE ELEVATIONS HEADER -SEE STRUCT GYPSUM BOARD AND VAPOR BARRIER TYVEK FLEX WRAP AROUND ENTIRE PERIMETER OPENING. LAP OVER WOOD FRAME, NAILER & INSUL. JOINTS EXTEND 8" MIN. 2x6 WOOD NAILER TORSION SPRING 1x_ FIBER CEMENT JAMB (RIP TO FIT) METAL FLASHING EXTERIOR WALL -SEE PLAN FOR WALL TYPE GABLE END TRUSS 2x_ NAILER 1x4 P.T. BLOCKING AROUND ENTIRE PERIMETER OF OPENING CONC. SLAB (SEE STRUCT) ON 4" COMPACTED GRANULAR FILL 1/2" PREMOLDED EXPANSION JOINT FILLER 5" CONCRETE SLAB WITH REINFORCING ON VAPOR RETARDER ON MIN 4" COMPACTED GRANULAR FILL FIRST FLOOR T. O. FOUNDATION FOR DIM. SEE PLAN FOUNDATION (SEE STRUCTURAL) HOLLOW METAL FRAME DOOR SWEEP EXTERIOR DOOR THRESHOLD SET IN MASTIC SLOPE 2% MAX FROM FACE OF FOUNDATION TO EXTERIOR FACE OF WALL SHEATHING GYPSUM BOARD 1x6 COMPOSITE TRIM -SEE ELEVATIONS INTERIOR EXTERIOR CAULK AND SEAL TYPICAL JAMB -MINIMUM DOUBLE 2x_ WOOD STUDS D.O.EXTERIOR DOOR EXTERIOR WALL -SEE PLAN FOR WALL TYPE 1x4 P.T. BLOCKING AROUND ENTIRE PERIMETER OF OPENING (PLAINED TO MATCH INSULATION DEPTH) FOR DIM. SEE PLAN CAULK AND SEAL @ ENTIRE PERIMETER OF DOOR FRAME SEALANT @ ENTIRE PERIMETER -BOTH SIDES @ ALL JOINTS 1/2" HOLLOW METAL FRAME AND ANCHOR2"PLUS 1" WALL THICKNESS PLYWOOD SHEATHING MAY OCCUR SEE PLAN FOR LOCATION TYVEK FLEX WRAP SYSTEM AROUND ENTIRE PERIMETER OPENING. LAP OVER WOOD FRAME, NAILER & INSUL. JOINTS EXTEND 8" MIN. GYPSUM BOARD 1x6 COMPOSITE TRIM - SEE ELEVATIONS INTERIOR EXTERIOR CAULK AND SEAL TYPICAL HEADER -SEE STRUCTURAL D.O.EXTERIOR DOOR EXTERIOR WALL -SEE PLAN FOR WALL TYPE FOR DIM. SEE PLAN CAULK AND SEAL @ ENTIRE PERIMETER OF DOOR FRAME SEALANT @ ENTIRE PERIMETER -BOTH SIDES @ ALL JOINTS 1/2" HOLLOW METAL FRAME AND ANCHOR2"PLUS 1" WALL THICKNESS 1x4 P.T. BLOCKING AROUND ENTIRE PERIMETER OF OPENING (PLAINED TO MATCH INSULATION DEPTH) PLYWOOD SHEATHING MAY OCCUR SEE PLAN FOR LOCATION TYVEK FLEX WRAP SYSTEM AROUND ENTIRE PERIMETER OPENING. LAP OVER WOOD FRAME, NAILER & INSUL. JOINTS EXTEND 8" MIN.D.O.GYPSUM BOARD DOUBLE STUDS SEALANT @ ENTIRE PERIMETER -BOTH SIDES @ ALL JOINTS DOOR HOLLOW METAL FRAME AND ANCHOR SEE PLAN 1/2"2"PLUS 1" WALL THICKNESSD.O.GYPSUM BOARD HEADER -SEE STRUCTURAL SEALANT @ ENTIRE PERIMETER -BOTH SIDES @ ALL JOINTS H.M. FRAME DOOR SEE PLAN 1/2" PLUS 1" WALL THICKNESS2"GYPSUM BOARD RETURN CAULK AND SEAL ENTIRE PERIMETER @ ALL JOINTS PACK SHIM SPACE W/ INSULATION CULTURED MARBLE WINDOW STOOL SILL W/ RADIUS EDGES 1x4 SKIRT BOARD WINDOW W/ INSULATED GLAZING & SCREEN -SEE SCHEDULE CAULK AND SEAL ENTIRE PERIMETER @ ALL JOINTS 1x6 FIBER CEMENT WINDOW TRIM BOARD SURROUND 1x4 P.T. BLOCKING AROUND ENTIRE PERIMETER OF OPENING GYPSUM BOARD PLYWOOD SHEATHING MAY OCCUR SEE PLAN FOR LOCATION EXTERIOR WALL -SEE PLAN FOR WALL TYPE TYVEK FLEX WRAP SYSTEM AROUND ENTIRE PERIMETER OPENING. LAP OVER WOOD FRAME, NAILER & INSUL JOINTS EXTEND 8" MIN. J CHANNEL CORNER BEAD GYPSUM BOARD RETURN CAULK AND SEAL ENTIRE PERIMETER @ ALL JOINTS CULTURED MARBLE WINDOW STOOL SILL W/ RADIUS EDGES 1x6 FIBER CEMENT WINDOW TRIM BOARD SURROUND CAULK AND SEAL ENTIRE PERIMETER @ ALL JOINTS WINDOW W/ INSULATED GLAZING & SCREEN -SEE SCHEDULE 1x4 P.T. BLOCKING AROUND ENTIRE PERIMETER OF OPENING PLYWOOD SHEATHING MAY OCCUR SEE PLAN FOR LOCATION GYPSUM BOARD JAMB -MINIMUM DOUBLE 2x_ WOOD STUDS EXTERIOR WALL -SEE PLAN FOR WALL TYPE TYVEK FLEX WRAP SYSTEM AROUND ENTIRE PERIMETER OPENING. LAP OVER WOOD FRAME, NAILER & INSUL JOINTS EXTEND 8" MIN. WINDOW W/ INSULATED GLAZING & SCREEN -SEE SCHEDULE CORNER BEAD GYPSUM BOARD RETURN J CHANNEL GYPSUM BOARD RETURN GYPSUM BOARD PLYWOOD SHEATHING MAY OCCUR SEE PLAN FOR LOCATION CAULK AND SEAL ENTIRE PERIMETER @ ALL JOINTS HEADER -SEE STRUCTURAL EXTERIOR WALL -SEE PLAN FOR WALL TYPE 1x6 FIBER CEMENT WINDOW TRIM BOARD SURROUND CAULK AND SEAL ENTIRE PERIMETER @ ALL JOINTS METAL FLASHING 1x4 P.T. BLOCKING AROUND ENTIRE PERIMETER OF OPENING TYVEK FLEX WRAP SYSTEM AROUND ENTIRE PERIMETER OPENING. LAP OVER WOOD FRAME, NAILER & INSUL JOINTS EXTEND 8" MIN. METAL FLASHING OVER WINDOW2'-6"8'-0" 2"2"2"2"2 X 6 WOOD FRAME AT 16" O.C. MAX. 4 X 4 PRESSURE TREATED WOOD POST 13 A.702 3'-0" 4"8"8"2'-6"2"2"1/4" X 4" STAINLESS STEEL PIN SET INTO CONCRETE & LEG POWERSTRIP MOUNTED ON WALL 4" AC PLYWOOD BACKSPLASH 2X WOOD BLOCKING IN WALL 4 X 4 PRESSURE TREATED POST (2) 3/4" AC PLYWOOD TOP & SHELF 2 X 6 WOOD FRAMING 2 X 4 WOOD FRAMING 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 DOOR & WINDOW DETAILS A.702 ATW20.072C COLORADOFOOTHILLSMAINTENANCE GARAGESUN COMMUNITIESFORT COLLINSSCALE:1 1/2" = 1'-0"A.702 GARAGE DOOR SILL1 SCALE:1 1/2" = 1'-0"A.702 GARAGE DOOR JAMB2 SCALE:1 1/2" = 1'-0"A.702 GARAGE DOOR HEAD3 SCALE:1 1/2" = 1'-0"A.702 EXTERIOR DOOR SILL4 SCALE:1 1/2" = 1'-0"A.702 EXTERIOR DOOR JAMB5 SCALE:1 1/2" = 1'-0"A.702 EXTERIOR DOOR HEAD6 SCALE:1 1/2" = 1'-0"A.702 INTERIOR DOOR JAMB7 SCALE:1 1/2" = 1'-0"A.702 INTERIOR DOOR HEAD8 SCALE:1 1/2" = 1'-0"A.702 EXTERIOR WINDOW SILL9 SCALE:1 1/2" = 1'-0"A.702 EXTERIOR WINDOW JAMB10 SCALE:1 1/2" = 1'-0"A.702 EXTERIOR WINDOW HEAD11 SCALE:1/2" = 1'-0"A.702 ENLARGED WORKBENCH PLAN12 SCALE:3/4" = 1'-0"A.702 WORKBENCH SECTION13 02.18.2022 PERMIT