GARAGE RECONSTRUCTION AT 122 BURNET CRESCENT
Transcript of GARAGE RECONSTRUCTION AT 122 BURNET CRESCENT
A
2X4 SPRUCE PINE FIR #2STUDS, 16" O.C. WITH SOLIDMID-HEIGH BLOCKING
5/8" THICKSHEETROCK BRANDULTRALIGHTFIRECODE XGYPSUM PANELS
5/8" THICK SECUROCKBRAND GLASS-MAT
SHEATHING FIRECODECORE
TYVEKHOUSEWRAP
VINYLSIDING
ONE HOURRATED WALLUL U379 B
2X4 SPRUCE PINE FIR #2STUDS, 16" O.C. WITH SOLIDMID-HEIGH BLOCKING
1/2" THICKSHEETROCK BRANDSTANDARDGYPSUM PANELS
5/8" THICK OSBSHEATHING
TYVEKHOUSEWRAP
VINYLSIDING
SEAL ALL EDGES ANDPENETRATIONS WITHFIRE-RATED CAULK
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GARAGE RECONSTRUCTION AT122 BURNET CRESCENT
ROBBINSVILLE, NJ 08691OWNER:FERENC AND VICTORIA PETHO122 BURNET CRESCENTROBBINSVILLE, NJ 08691(201) 206-4971 - FERENC'S CELL
ARCHITECT:DESIGN ON THE SQUARE, LLC119 KENSINGTON AVENUETRENTON, NJ 08618CONTACT: BRIAN VIEHLAND, AIA(609)815-2229
CODES AND REGULATIONS2009 INTERNATIONAL RESIDENTIAL CODE NEW JERSEY EDITIONROBBINSVILLE ZONING CODEALL WORK TO COMPLY WITH REQUIREMENTS OF NJAC 5:23-6
DRAWING LISTT1 COVER SHEET, PROJECT INFOA1 EXISTING, CONSTRUCTION, POWER, LIGHTING, ROOF AND FRAMING PLANS, NOTESA2 GARAGE EXTERIOR ELEVATIONS, GARAGE SECTION, HOUSE ELEVATIONS
SCOPE OF WORKRECONSTRUCT GARAGE THAT BURNED DOWN AND REPLACE SIDINGON HOUSE DAMAGED BY HEAT FROM FIRE.
HVAC: NONE
PLUMBING: NONE
ELECTRIC: EXTEND CONDUIT AND PULL NEW FEEDER FROM EXISTINGPANEL TO GARAGE. INSTALL NEW LIGHTING ANDOUTLETS PER CODE
SITE LOCATION:122 BURNET CRESCENT
SCALE: 0 4' 8'1/4" = 1'-0"T1
4 SOUTH SIDE OF HOUSE
SCALE: 0 4' 8'1/4" = 1'-0"T1
3 EAST SIDE OF HOUSE (REAR)
REPLACE ALL SIDING AND ANY DAMAGED TRIM ON REAR OF HOUSEINCLUDING THE SIDES OF BUMP-OUTS AND DORMER
MATCH COLOR AND STYLE TO EXISTING.SUBMIT SAMPLE TO OWNER FOR APPROVAL
EXISTING SIDINGMELTED BY FIRE
AS AN ALTERNATE, PROVIDE PRICE TO REMOVEAND REPLACE ALL VINYL SIDING ON THIS SIDE
OF HOUSE AS WELL. TRIM TO REMAIN.
SCALE:T1
2 WALL TYPES
1-1/2" = 1'-0"
GENERAL NOTES:1. PERMITTING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR
1.1. SECURING ALL PERMITS AND PAY ALL REQUIRED PERMIT FEES1.2. COORDINATING ALL BUILDING INSPECTIONS WITH THE TOWNSHIP1.3. OBTAINING A CERTIFICATE OF OCCUPANCY AT THE COMPLETION OF CONSTRUCTION
2. INSURANCE: THE CONTRACTOR SHALL2.1. MAINTAIN INSURANCE COVERAGE FOR THE DURATION OF THE PROJECT2.2. CARRY COVERAGE OF NO LESS THAN $500,000/$1,000,0002.3. PROVIDE A CERTIFICATE OF INSURANCE NAMING THE HOMEOWNERS AS ADDITIONAL INSURED
3. SITE FAMILIARITY AND CONTROL: THE CONTRACTOR SHALL3.1. VISIT THE SITE PRIOR TO BIDDING AND FAMILIARIZE THEMSELVES ON THE AREA, ACCESS, SPACE LIMITATIONS, AND EXISTING
CONDITIONS. APPOINTMENTS ARE NOT REQUIRED UNLESS WISHING TO SPEAK TO THE HOMEOWNER OR GAIN ACCESS TO THE EXISTINGELECTRICAL PANEL.
3.2. BE SOLELY RESPONSIBLE TO MEET AND MAINTAIN ALL SAFETY REQUIREMENTS PER LOCAL, STATE AND FEDERAL REGULATIONS3.3. CLEAN THE WORK AREA AND SITE DAILY, SECURING ALL MATERIALS AND TOOLS, AND LEAVING THE SITE BROOM SWEPT EACH DAY3.4. PROVIDE AND INSTALL ORANGE SAFETY NETTING AROUND THE PROJECT SITE TO MITIGATE "ATTRACTIVE NUISANCES" UNTIL SUCH TIME
AS THE GARAGE CAN BE SECURED AT NIGHT.3.5. MAINTAIN THE ALLEY FREE FROM MATERIALS, TOOLS, AND DEBRIS AT ALL TIMES TO ALLOW THE FULL FLOW OF TRAFFIC EXCEPT AT
TEMPORARY TIMES RELATED TO MATERIAL DELIVERY OR DEBRIS DISPOSAL.4. UPON SUBSTANTIAL COMPLETION: THE CONTRACTOR SHALL
4.1. TURN OVER THE SPACE IN FINE BROOM FINISH4.2. SUBMIT THE CERTIFICATE OF OCCUPANCY TO THE OWNER WITH COPIES FOR THE ARCHITECT AND INSURANCE COMPANY4.3. SUBMIT PRODUCT MANUALS AND WARRANTY INFORMATION FOR ALL INSTALLED ITEMS TO THE OWNER4.4. PROVIDE WRITTEN ACKNOWLEDGEMENT OF THE ONE YEAR WARRANTY FOR WORK DONE STARTING AT THE DATE OF SUBSTANTIAL
COMPLETION4.5. SUBMIT A WRITTEN PUNCH LIST TO THE ARCHITECT AND OWNER, TO BE REVIEWED AND AMENDED BY BOTH TO REFLECT THE AGREED
UPON SCOPE OF WORK4.6. COMPLETE ALL ITEMS ON THE PUNCH LIST WITHIN 10 BUSINESS DAYS OF SUBSTANTIAL COMPLETION
5. PAYMENT5.1. PAYMENTS SHALL BE MADE BASED ON PERCENTAGE OF WORK COMPLETE5.2. THE CONTRACTOR SHALL SUBMIT A DRAFT PAYMENT SCHEDULE WITH THE BID AND A FINAL PAYMENT SCHEDULE WITHIN 5 BUSINESS
DAYS OF AWARD OF BID5.3. A 10% RETAINAGE SHALL BE WITHHELD BY THE OWNER UNTIL
5.3.1. THE COMPLETION OF THE PUNCH LIST5.3.2. SUBMISSION OF A FINAL WAIVER OF LIEN LETTER FROM THE CONTRACTOR AND EACH SUBCONTRACTOR ON THE PROJECT
EXISTING MASONRY KNEE WALL TOREMAIN, REMOVE SILL TIE-DOWN STRAPS
EXISTING 4" CONCRETESLAB, SLOPED TOWARDSDOOR TO REMAIN
NOTCH FORDOORWAY
UP 7
"UP
32"
UP 42.5"
UP 4
6.7
5"
DRYSTACK PRECASTRETAINING WALL
EXISTING PAVERSTONE PARKING PAD
24'-9"
12'-0
1 2"
PVC ELECTRICALCONDUIT FROMBASEMENT
NOTE: EXCEPT FOR THE MASONRYKNEE WALL SHOWN, THE ENTIRETYOF THE WOOD FRAME GARAGE WASDESTROYED BY FIRE AND HAS BEENCLEARED FROM THE SITE.
GFI
BETWEENLOFT JOISTS
LINE OF LOFT ABOVE,EXPOSED WOOD JOISTS
14'-0"(MIN OF GARAGE DOOR OPENER LENGTH + 3'-0")
4' LENSEDFLUORESCENT WALLMOUNTED BELOWJOISTS, TYP OF 2
5'-6"
OUTDOOR RATEDWALL SCONCECENTERED ONSECTION OF WALL,TYP.
SS
NEW GARAGE DOOR,TRACKS, COIL SPRING,AND DOOR OPENER
3-HEAD SECURITYLIGHT W/ MOTIONDETECTOR
S
4'-0
" UPPER LEVELLIGHT #1
UPPER LEVELLIGHT #2&3
8'-6"
OPEN TOABOVE
NEW STUD WALL ON TOP OF MASONRY KNEE WALL. INSTALLNEW SIMPSON STRONG TIE ZINC PLATED TITEN HD 1/2" X 5"ANCHOR BOLTS EVERY 32" THROUGH SILL INTO CONCRETE
8'-0"
130"A E
AA
BB
296"B -
1A G
FI
GFI
GFI
GFI
GFI
4'-0"TYP
GFI
NEW GFI IN WEATHER-PROOF COVER
OUTLETS MOUNTED 6"ABOVE NEW SILLPLATE (48" AFF +/-)
JAMB MOUNTEDKEYPAD GARAGEDOOR OPERATOR
WALL MOUNTEDGARAGE DOOR
OPERATOR
PATCH CONCRETE SLAB, FINISH WITHRUSTOLEUM EPOXY SHIELD GARAGECOATING WITH ANTI-SKID ADDITIVE, OREQUAL. CLEAR COAT OVER EPOXY.COLOR TO BE APPROVED BY OWNER.
PATCH CONCRETE KNEE WALLS AND PRIMEWITH SHELLAC TO SEAL SMOKE DAMAGE.APPLY TWO FINISH COATS OF EGGSHELLFINISH PAINT, COLOR TO BE CHOSEN
LANDING@ 31"
4'-6"
4'-0
"
1" X 11.5" STAINEDPINE TREADS WITHBULLNOSED EDGE
AND 1" NOSINGS. 4EQUAL RISERS
APPROX 7.5".MAXIMUM 7.75"
NEW WHITE POWDER COATEDALUMINUM 'K' PROFILEGUTTERS EACH SIDE
NEW WHITE POWDER COATEDALUMINUM DOWNSPOUT EACH SIDE
36" WIDE ICE AND WATERSHIELD AT EAVES
8:12
SLO
PE8
:12 S
LOPE
LINE OF WALL BELOW
NEW STUD WALL ON TOPOF MASONRY KNEE WALL
8'-0"
A
BB1
A
4'-0
"
2B
3B
30X54 PULL-DOWNATTIC STAIR, WERNER
MODEL WH3008
42" HIGH RAILING WITH (4) 4x4POSTS, 2x4 TOP AND BOTTOM
RAIL AND 2x2 BALLUSTERS 5" O.C.
5/8" PLYWOOD SUBFLOOR,STAGGERED SEAMS
OPEN TOBELOW
A
2x10 SPRUCE PINE FIR #2 RAFTERS, 16"O.C. SECURED TO TOP PLATE USINGSIMPSON STRONG TIE HURRICANE CLIPS
2x8 SPRUCE PINE FIR #2 SUB FASCIA
2x10 SPRUCE PINE FIR #2OUTRIGGERS, 16" O.C.
2x12 SPRUCEPINE FIR #2RIDGE BOARD
2x8 SPRUCE PINE FIR #2 RAFTER TIES
2x8 SPRUCE PINE FIR #2 LEDGER BOARDINSTALLED OVER DRYWALL. CONNECT USING(2) 3/8"x4" LAG BOLTS PER STUD, TYP
2x8 SPRUCE PINE FIR #2 JOISTS, 16" O.C.SECURED TO LEDGERS USING SIMPSONSTRONG TIE JOIST HANGERS
5/8" PLYWOODLOFT FLOORING
2x8 CCQ TREATEDSPRUCE PINE FIR
#2 FLOOR JOISTS,16" O.C.
(4) CCQ TREATED2x12 SPRUCE PINE
FIR #2 STRINGERS
KNEE WALL BELOW:2x4 CCQ TREATEDSPRUCE PINE FIR #216" O.C. WITH 1/2"CEMENT BOARDSHEATHING
2x4 CCQ TREATED SPRUCEPINE FIR #2 SILL PLATE ANDUNTREATED 2x4 WALLSTUDS 16" O.C., TYPICAL
3.5"x9.25"MICROLAMBEAM DOORHEADER
3.5"x3.5" PSLCOLUMN ONEXISTING KNEEWALL
3.5"x3.5" PSLCOLUMN ONEXISTING KNEEWALL
DOUBLE 2x8 SPRUCE PINE FIR#2 HEADERS AT DOOR AND
WINDOW. SINGLE JACK STUDAND KING STUD EACH SIDE
DOUBLE2x8
JOISTS
8'-0"
4' LENSEDFLUORESCENT,HUNG AT UPPERCEILING, TYP OF 3
CEMENT BOARDNON-VENTED EAVES
1'-0
"
6"
4'-5
1 2"LE
VEL
CEIL
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BELO
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AFT
ERTI
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8'-0"
LOWER LEVELLIGHTS
EQEQ
SSS
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SCALE: 0 4' 8'1/4" = 1'-0" REF NA1
1 EXISTING CONDITIONS PLAN
SCALE: 0 4' 8'1/4" = 1'-0" REF NA1
4 REFLECTED CEILING PLAN - LOWER LEVEL
SCALE: 0 4' 8'1/4" = 1'-0" REF NA1
2 CONSTRUCTION PLAN
SCALE: 0 4' 8'1/4" = 1'-0" REF NA1
7 STAIRS AND LOFT FLOOR FRAMING PLAN
SCALE: 0 4' 8'1/4" = 1'-0" REF NA1
5 REFLECTED CEILING PLAN - UPPER LEVEL (LOFT)
SCALE: 0 4' 8'1/4" = 1'-0" REF NA1
3 LOFT FLOOR PLAN
SCALE: 0 4' 8'1/4" = 1'-0" REF NA1
8 ROOF FRAMING PLAN
DOOR SCHEDULE
DOOR 1: 30" x 80" ALUMINUM PANELED DOOR WITH HALF DIVIDED LITE, DEADBOLT, AND KEYEDLEVER HANDLE. BRASS HINGES AND HARDWARE. WEATHER STRIPPING KIT AND THRESHOLD.
DOOR 2: 96" x 84" PAINTED STEEL OVERHEAD GARAGE DOOR, TRACKS, COIL SPRING, AND GARAGEDOOR OPENER - CRAFTSMAN 1/2 HP DC BELT DRIVE MODEL 54915 OR EQUAL. PROVIDE TWOREMOTE CONTROLS, WALL MOUNTED CONTROL, AND EXTERIOR JAMB-MOUNTED KEYPAD.
WINDOW SCHEDULE
WINDOW 1: 30" x 72" VINYL SINGLE HUNG DOUBLE PANE WINDOWANDERSEN 100 SERIES MODEL #2660
WINDOW 2&3: 12"x18" VINYL LOUVERED VENT WITH INSECT SCREEN, SEE ELEVATIONS
FINISH NOTES
ALL COLORS TO BE CHOSEN AND APPROVED BY OWNER PRIOR TO PAINTING
ALL PAINTED SURFACES TO BE PRIMED WITH SPECIAL ATTENTION PAID TO EXISTING SMOKE STAINEDMASONRY TO ENSURE PROPER SEALING AND PREVENTION OF BLEEDING THROUGH
ALL PAINTED SURFACES TO RECEIVE A MINIMUM OF TWO FINISH COATS OF PAINT. NO VISIBLE JOINTS,SPACKLE, ETC WILL BE ACCEPTED.
SCALE: 0 4' 8'1/4" = 1'-0" REF NA1
6 ROOF PLAN
8
12
ASPHALT SHINGLE ROOF TO MATCH ROOFING OFHOUSE. SUBMIT SAMPLE TO OWNER FOR APPROVAL.
ALUMINUM 'K' GUTERS
VINYL SIDINGAND TRIM, SAMEAS NEW SIDINGON HOUSE
EXISTING MASONRYKNEE WALL, PRIME ANDREPAINT, TYPICAL
LINE OFLOFT INSIDE
8'-5
"
LINE OF FLOORSLAB INSIDE
7'-0
"
6'-0
"
LINE OFLOFT INSIDE
4'-6
"
8
12
ALUMINUMDOWNSPOUT TURNEDOUT TOWARD ALLEY
7"
5'-0
"
EXTEND CONDUIT TONEW OUTLET BOX
12x18 VENT WITHINSECT SCREEN
12x18 VENT WITHINSECT SCREEN
512"
71 4"
51 2"
71 4
"
31 2"
NEW TRIM AROUNDPERIMETER, MATCH DETAILSOF EXISTING HOUSE
NEW TRIM AROUNDPERIMETER, MATCH DETAILSOF EXISTING HOUSE
VINYL SIDINGAND TRIM, SAMEAS NEW SIDINGON HOUSE
NEW TRIM AROUND OPENINGSAND PERIMETER, MATCHDETAILS OF EXISTING HOUSE
8'-6
"
OVERHEAD DOOR TRACK
FLUORESCENT LIGHT
2x8 RAFTER TIES
MASONRY KNEE WALL
5/8" FIRE COREDRYWALL, TAPE,SPACKLE, SAND,AND PRIME
PLYWOOD SUBFLOOR,GLUED AND SCREWED
EXPOSED 2X8 JOISTS
3.5X9.25MICROLAM
HEADER
12x18 LOUVER WITHINSECT SCREEN
12x18 LOUVER WITHINSECT SCREEN
PULL DOWN STAIRS
WALL MOUNTED LIGHT BEYOND
1x6 TOP CAP
2x4 TOP ANDBOTTOM RAILS
2x2 BALLUSTERS,5" O.C.
1x6 TOP CAP
2x4 TOP ANDBOTTOM RAILS
2x2 BALLUSTERS,5" O.C.
3'-6
"
GARAGE DOOROPENER KEYPAD
4'-0" TYP
6"
DUPLEX OUTLET
8
12
8'-6
"8
"5
'-0"
7'-0
"
2x10 ROOF RAFTERS, 16" O.C.
5/8" OSB ROOF SHEATHING
GAF TIGERPAW UNDERLAYMENT
36" WIDE ICE AND WATER SHIELD
GAF TIMBERLINE NATURAL SHADOW ASPHALTROOF SHINGLES, SUBMIT SAMPLE TO OWNERFOR APPROVAL
METAL DRIP EDGE FLASHING
ALUMINUM GUTTERS
ALUMINUM WRAPPEDFASCIA
NON-VENTED CEMENT BOARDCEDARMILL HARDIE-SOFFIT
SOLID BLOCKING2X8 LEDGER
4'-512"
2x8 RAFTER TIES, 16" O.C.
FLUORESCENT LIGHT
WALL MOUNTED FLUORESCENT LIGHT
SHEET NUMBER
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NOTE
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SCALE: 0 4' 8'1/4" = 1'-0"A2
1 EXTERIOR ELEVATION - NORTH
SCALE: 0 4' 8'1/4" = 1'-0"A2
2 EXTERIOR ELEVATION - WEST
SCALE: 0 4' 8'1/4" = 1'-0"A2
3 EXTERIOR ELEVATION - SOUTH
SCALE: 0 4' 8'1/4" = 1'-0"A2
4 EXTERIOR ELEVATION - EAST
SCALE: 0 2' 4'1/2" = 1'-0"A2
5 BUILDING SECTION
SCALE: 0 2' 4'1/2" = 1'-0"A2
6 BUILDING SECTION