JAL 5 -Permit Drwgs 1-1-15 (reduced)

Scale

Project number

Date

Drawn by

Checked by

Owner:Joel and Amy Lupro235 SW 212th Ave.Beaverton, OR

General Contractor:

Structural Engineer:

Mechanical Engineer:

Electrical Engineer:

2/2

2/2

015 6

:20

:25 P

M

A101

BEFORE AND AFTER

JAL

Proposed Second Fl. Addition

Joel and Amy Lupro

Feb. 15, 2015

Jon F Cowgill

AL

Sheet List

SheetNumber Sheet Name

A101 BEFORE AND AFTER

A102 COVER AND SITE PLAN

A103 MAIN FL. PLAN

A104 2nd FL. PLAN

A105 FOUNDATION PLAN

A106 SECOND FL. FRAMING PLAN

A107 ROOF FL. FRAMING PLAN

A108 ELEVATIONS

A109 EAST-WEST SECTION

A110 SOUTH-NORTH SECTION

1SE ELEVATIONS

EXISTING SE ELEVATIONS

No. Description Date

-4

' - 0

"

-4' - 0

" -3' -

0"

- 3' - 0

" -2

' - 0

"

-1' -

0"

0' -

0"

1' - 0"

2' -

0"

-5' - 0

"

0' - 11"

1' - 7"

-4' - 2"

-5' - 0"

100.00'

61.7

6'

7' -

7 3

/4"

10' -

2 1

/2"

WOOD DECK (E)

SW

212th

AV

E.

CONCRETEDRIVEWAY (E)

GRASS (E)

PLANTINGS

GRASS (E)

PLANTINGS

TREE (E)

TREE (E)

SID

EW

ALK

(E

)

SID

EW

ALK

22' - 0"

19' - 6"

EXISTING HOUSE AND GARAGE (E)

SECOND FLOOR ADDITION (N)

EXISTING HOUSE (E)

GARAGE (E)

2' - 6"

ENGAGED COLUMN (N)

ENGAGED COLUMNS EACHSIDE OF GARAGE (N)

SECOND FL. OVERHANG (N)

STRG. AREA (N)

CIRCULR MTL. STAIRS (N)

CONCR, STEPS AND LANDINGS (N)

RETAINING WALL (N)

RAINGARDEN AND RETAINING WALL (N)

FIREPLACE CHASE (E)

FLO-THRU INFIL. PLANTER (N)

ENTRY (E)

26' - 0 1/2"

20' - 4"

2' - 4"

1' - 9" -1' - 9"

WATER LINE

STORM LINEDAYLIGHTED TO STREET

SEWER LINE

STORM LINE DAYLIGHTED TO STREETRE-ROUTE INTO RAIN GARDEN

SITE DATA:

LEGAL DESCRIPTION: Sutherland Meadows No.2 Lot 79 in the County ofWashington and State of Oregon

ADDRESS: 235 SW 212th Ave., Beaverton, OR 97006

TAX LOT ID: 1S202AB08500

PROPERTY ACCT. ID: R2033437

LOT SIZE: 0.14 ACRES

ZONING: R-6 RESIDENTIAL IMPROVED

NEIGHBORHOOD CODE: OREN

CITIZEN PARTICIPATION ORG.: CPO 7

SUMMARY:

PROJECT DESCRIPTION: AN ADDITION OF A BEDROOM SUITE OVER THE GARAGEFOR A GUEST BEDROOM OR A POSSIBLE RENTAL BEDROOM (NON ADU). THERE IS ASEPARATE ENTRY FOR THE ADDITION AS WELL AS INTERNAL ACCESS TO THEORIGINAL HOUSE. PASSIVE ENERGY SAVING SYSTEMS ARE TO BE INTEGRATEDWHERE POSSIBLE SUCH AS INCREASING NATURAL LIGHT WITH SOLAR TUBES AND ASOLAR CHIMNEY FOR AIR CONDITIONING.REQUIRED SETBACKS: FRONT 15'/ SIDE 5'/ GARAGE 20'/REAR 15'/ FRONT PORCH12''WITHIN URBAN GROWTH BOUNDARY

AREA:

FINISHED TOTAL: 1,285 GSF

GARAGE: 469 GSF

TOTAL FOOTPRINT AREA: 1,754 GSF

ADDITIONAL IMPERVIOUS SURFACES: 592 GSF

SEISMIC ZONE: D 1

OCCUPANCY TYPES: RESIDENTIAL

CONSTRUCTION TYPE: TYPE V

FIRE RESISTIVE REQUIREMENTS:

ALLOWABLE HEIGHT AND AREA:

MAXIMUM ALLOWED AS BUILT PROPOSEDBLDG HEIGHT 35 FT 18ft. 22ft. 3in.BLDG HEIGHT 2 STORIES 1 STORIES 2 STORIESBLDG AREA 13,000 SF 1285 GSF +510=1795 SF

SKYLIGHTS (E)

5"/12" ROOFPITCH (TYP)

RAISE EXISTING ROOF 10'-2"EXISTING ROOF

3 TAB COMPOSITION ROOFING (E)

MATCH EXISTINGROOFING MATERIAL

SOLAR CHIMNEY (N)

3/12 PITCH CRICKETOVER-FRAMING (N)

SOLARTUBES (N)

NEW SKYLIGHTS

CHIMNEY CHASE (E)

ATTIC VENTILATION (N)ATTIC AREA= 520SF

Scale

Project number

Date

Drawn by

Checked by


General Contractor:




As indicated

2/2

2/2

015 6

:20

:27 P

M

A102

COVER AND SITEPLAN

JAL


Joel and Amy Lupro

Feb. 15, 2015

Jon F Cowgill

AL

1" = 10'-0"1

SITE PLAN- LOT 79

Sheet List




A103 MAIN FL. PLAN

A104 2nd FL. PLAN




A108 ELEVATIONS



Lot NumberVicinity Map 1" = 10'-0"

3ROOF PLAN


UP

WH

UP

1

A110

Office/Bedroom 3(E)

Bedroom 2 (E)

Clt. (E)

Clt. (E)

Entry (E)

Porch (E)

6

Furnace

8FT CL'G LINE (E)

SECOND FL ABOVE (N)

SOLAR TUBES (N)

2

A109

Hallway (E)

Utility (E)

4

4

UP 2 R UP 1RUP 1R UP 1R

Garage (E)

2' - 6"

16 SF

Storage (N)

3' - 2"

6' -

9"

3' -

0"

UP 1R

DECK LINE ABOBE (N)

RETAIN'G WALL AND FLO-THRUINFILTRATION PLANTER (N)

NEW CONC. ENTRY PAD AND STEPS (N)

16

2' - 6 1/4"

1' -

10 1

/2"

10ft.

8ft.

5' - 6 1/2"

THERMAL WALLS

NEW ENGAGED COLSTO SUPPORT NEW BEAM ABOVE

EXISTING ELEC. SERVICE PANEL

EXISTING THERMAL WALLS

SOLAR CHIMNEY ABOVE DEMO DOOR

NOTES:

-SEE FOUNDATION PLAN AND 2nd FL PLAN FOR ADDITIONAL DIMENSIONS

TO S3 SWITCH ABOVE

JOIST RUN

NEW CEIL'G OUTLET

EXISTING WALLS

EXISTING CONSTR.

DEMOLISH EXISTING

NEW WALLS,EXT. INSUL. WALLS

NEW CONSTRUCTION

NEW CONSTRUCTION

NEW CONSTR. HALF WALLS

CONSTRUCTION PHASE KEY

Scale

Project number

Date

Drawn by

Checked by


General Contractor:




3/8" = 1'-0"

2/2

2/2

015 6

:20

:28 P

M

A103

MAIN FL. PLAN

JAL


Joel and Amy Lupro

Feb. 15, 2015

Jon F Cowgill

AL

3/8" = 1'-0"1

MAIN LEVEL

Sheet List




A103 MAIN FL. PLAN

A104 2nd FL. PLAN




A108 ELEVATIONS



Storage


DN

3

3

4

GFIGFI

GF

I

GF

I

WP

TV

TV

T

T

22

0G

FI D

BL

GF

IG

FI

TV

T3

GF

I2

20

DB

L4

WP

1

A110

316 SF

Second Fl. Suite

64 SF

Bathroom

2

A109

10' -

5 1

/4"

4' - 4 1/4"3' - 1" 2' - 5 1/4" 8' - 10 1/4"4' - 5 1/2"

6' -

11 1

/4"5' -

0 1

/2"

W/D

CAB.

CLT.

DN

Kitchenette

COUNTER

DN

NEW 2'x 2' SKYLIGHTS (N)

3' -

6"

3' -

5 1

/2"

8' - 5 3/4" 6' - 5"

7' - 3 3/4" 9' - 6 1/4"3' - 6 3/4" 4' - 10"

4x4 STRL STEEL COLUMNS

5' -

0"

3' - 0 3/4"

Deck (N)

25' - 8"

METAL CIRCULAR STAIR ASSY-SEE MFG. DETAILS (N)

39

29

27

50

49

55

49

25

63

26

EXIST'G ENTRY ROOF BELOW (E)

FRIG.

4

2' - 9"

350 SF

Stairwell

FLOWER BOXMATCH EXISTING

EXISTING ROOF

SOLAR CHIMNEY

3/12 PITCH OVER FRAMING CRICKET

MICROWAVE VENT EXHAUST

TR

US

S R

UN

ELEC. JUNCT.BRANCH BOX

SD

SMOKE AND CARBON MONODETECTOR

DEADSPACE

ATIC ACCESS

SOLARTUBE (TYP.)

WH

SHELF & ROD

SHELVESDRYER VENT

OPEN BELOW FOR STOOLS

Entry

CONV-MICROWAVE

CADET HI-EFF.WALL HEATER

CADET TOE KICK HEATER

TOE KICK HEATER

ELECTRICAL KEY

COAX CABLE WALL OUTLET

6 PR. TELEPHONE OUTLET

SINGLE POLE SWITCH

DOUBLE SINGLE SWITCHES

THREE-WAY SWITCH

FOUR-WAY SWITCH

DUPLEX OUTLET

GROUND FAULT OUTLET

EXT. WEATHER PROOF OUTLET

DRYER OUTLET

FLOOR OUTLET

WALL SCONCH LIGHT

CEILING LIGHT

FAN-LIGHT COMBO

SOLARTUBE

FURNACE HEAT REGISTER

EXISTING WALLS

EXISTING CONSTR.

DEMOLISH EXISTING


NEW CONSTRUCTION

NEW CONSTRUCTION



Scale

Project number

Date

Drawn by

Checked by


General Contractor:




3/8" = 1'-0"

2/2

2/2

015 6

:20

:29 P

M

A104

2nd FL. PLAN

JAL


Joel and Amy Lupro

Feb. 15, 2015

Jon F Cowgill

AL

3/8" = 1'-0"2

SECOND FL GARAGE

Sheet List




A103 MAIN FL. PLAN

A104 2nd FL. PLAN




A108 ELEVATIONS



3/8" = 1'-0"3

WALLS 2


1

A110

2

A109

EXISTING STRL. FL. SYS.; 4'x 8' SUB FLOOROVER 2"x 8" JOISTS 16" o.c. BEARING ON 4"x10" GIRDERS ON 4"x 4" POSTS ON CONCRETEPADS POURED IN PLACE (E)

8" CONCRETE FOUNDATION WALL SYS. (E)

EXIST'G CONC.GARAGE FLOOR (E)

6" FOUNDATION WALL SYS (E).

STEPPED FND. WALL TO MATCH GRADE (E)

8" FND. WALL SYS.ON CONT. FT'G (E)

NEW FOUNDATION FOR BEARINGBEAM AND SECOND FLOOR ADDITION- SEE ENGINEERING FOR DETAILS (N)

FLUSH TOP OF NEW FND.WITH EXISTING WALL-SEE ENG FOR DETAILS (N)

SAW CUT GARAGE FLOOR, POUR NEW BEARING WALLFOOTING (16"x 7") FOR SECOND FLOOR ADDITION, STEELTROWL TOP SURFACE TO MATCH EXISTING FLOOR-SEE ENG.FOR REBAR PLACEMENT (N)

SAW CUT EXISTING FND. WALL,POUR NEW CONCRETE FLOOR INSTRG. AREA MATCHING HEIGHTAND SURFACE QUALITY OF EXIST'GADJACENT GARAGE FLOOR (N)

EXISTING CONC. ENTRY PAD (E)

BEARING PAD FOR STEEL STAIRS-SEE ENGINEERING AND MFG SPEC. (N)

NEW 6" FOUNDATION WALL ANDFT'G TO FOR STRG. AREA ANDBEARING FOR NEW DECK-SEEELEV. AND ENG. FOR REBARPLACEMENT AND WALL HEIGHT(N)

NEW 6" CONC. WALL FOR PLANTER-SEE ELEV. AND DETAILS (N)

8" CONCRETE FOUNDATION WALL SYS. (E)

6" FOUNDATION WALL SYS. (E)

10' -

0"

3' - 6"

3' -

7"

3' -

8"

2' -

10"

7' - 8"4' - 0"

4" DIA. STRL. STL. COL.-IN STAIR CONTRACT

FLUSH NEW FND. WALLWITH SIDE OF EXIST'G WALL

STORAGE (N)

EXISTING HOUSE (E)

EXISTING GARAGE (E)

1' -

2"

8"

FOUNDATION NOTES1. LOAD ON NEW FND. 40#/SF LL.+ 12#/SF DL.2. NEW LOADS INCLUDE NEW 2nd FL. + NEW WALLS3. EST. POINT LOAD ON NEW GARAGE FRONT BR'G PADS IS 5720# EACH SIDE4. EST. FRNT. BR'G PADS SIZE IS 3.8 SF EACH AT 1500psi SOIL BR'G CAPACITY (VARIFY)5. BOT. OF FT'G TO BE 18" BELOW GRADE MIN.6. SEE ENG. FOR DETAILS, REBAR, CONNECTIONS TO EXISTING FND. AND SEISMIC HOLDDOWNS REQ'D

1' - 5"

3' -

5"

20' -

8"

NEW FND. PAD FOR POSTAND FLOOR BEAM- SEE ENG.

REBAR TIE TO EXIST'G FND.-SEE ENGINEERING (TYP)

EXISTING FURNACEAND WATER HEATER

GARAGE SLAB-1' - 8"

6 X 12 CONT. FTG.(N)-PER CODE AND ENGINEERING

REBAR-SEE ENGINEERING

6' FOUNDATION WALL (N)

EXISTING SIDING

NEW 2 X 4 WALL-MATCH EXISTING

ANCH. BOLT AND PT SILL

STORM OVER FLOW IN PLANTER (N)

FLO-THRU PLANTER (N)-REFER TO STANDARDS

WATERPROOF MEMBRANE (N)-EXT/INT. WALLS ONLY

4" ABS RAINDRAIN (E)

4" CONCRETE FL. SLAB

8"

MIN

.

UNDISTURBED SOIL

3/4 - COMPACTED CRUSHED ROCK

SOIL MIX FOR PLANT ROOTSAND WATER FILTRATION

ROUND ROCK FILTER MEDIAN REFER TO FILTRATION PLANTER STD.

GARAGE SLAB-1' - 8"

8 3/4"

NEW SUPPORT COLUMNS(MATCH EXISTING)

6 X 8 SOLID BEARINGSUPPORT AT NEW ENGAGED

COLS. FOR NEW GLB.

UNDISTURBED SOIL

EXISTING WALLS

EXISTING CONSTR.

DEMOLISH EXISTING


NEW CONSTRUCTION

NEW CONSTRUCTION



Scale

Project number

Date

Drawn by

Checked by


General Contractor:




As indicated

2/2

2/2

015 6

:20

:30 P

M

A105

FOUNDATION PLAN

JAL


Joel and Amy Lupro

Feb. 15, 2015

Jon F Cowgill

AL

Sheet List




A103 MAIN FL. PLAN

A104 2nd FL. PLAN




A108 ELEVATIONS



3/8" = 1'-0"1

FRM'G PLAN-FND/FIRST FL.

1 1/2" = 1'-0"2

Callout-Fnd. Detail

1 1/2" = 1'-0"3

Callout-Garage Col. Fnd.


1

A110

2

A109

EXISTING HOUSE (E)

8 3/4" X 13 1/2" GLB (PER FORTE CALC.)(OPTION: STRL. STL. BM. -SEE ENG.)

14" TJI-210 @ 12" OC.(PER FORTE CALC.)

DBL JOISTS FOR STAIRWELL

NEW SUPPORT COLS.EACH SIDE OF GAARAGE DR.

EXISTING SERVICE PANEL-ADD SUBPANEL FOR ADDITION(PLACE SUBPANEL WHERE IT CANALSO BE USED AS A JUNCTION BOXTO RE-ROUTE SOME OF THEEXIST'G WIRING)

4 X 14 EXISTING PORTAL FRAME HDR.

DBL LSL RIM JOIST PARALLEL TO JOISTS

SGL. LSL RIM JOIST PERPENDICUILAR TO JOISTS

3/4" T&G OSB SUB FLOORING

3/4" PT PLYWD. OVER2X6 PT JOISTS 16" OC.

ATTACH RIM TO COL.

INSUL EXISTING WALL TO CODE

LOCATE SOLAR CHIMNEYBETWEEN EXISTING TRUSSES

2 X 12 LEDGER TO EXISTING WALL

EXIST'G BEAM

2 X 4 WALLS-MATCH EXISTING

EXISTING GIRDER TRUSS-VERIFY

INSULATE WALLS ADJACENT TOGARAGE AND HEATED AREAS

LANDING2 X 8 JOISTS

FLUSH w/EXIST'GFLOOR

RA

ISE

D F

LO

OR

2 X

8 P

T.

JO

IST

S

EXIST'G STICK FRM. ROOF STRUCT.EXISTING TRUSSES

EXISTING TRUSS RUNS

EXISTING COL.

NEW CONCRETE ENTRY STEPS

EX

TE

ND

DR

. H

DR

.T

O E

XT

. W

ALL

EXIST'G ROOFLINE

EXIST'G 2 X 6 INSUL. WALLS

CONT. 6 x 8 WOOD BEAM BRG. ON NEW FND.(PER FORTE CALC.)

SECOND FLGARAGE

7' - 6"

MATCH EXISTING SIDING AND TRIM

SOFFIT

NEW 8 3/4 X 13 1/2 GLB.-SEE ENG. FOR ATTACHMENTS

1/2 X 8 CEMENT FIBER SIDING-MATCH EXISTING

LSL ENG LUMBER RIM JOIST

2 X 6 WD. FRAMED WALLR-21 BATT INSULATION

GYP. BD. WRAP WINDOWS ONTHREE SIDES WITH WOOD SILL

GYP. BD. FINISH AND PAINT- MATCH EXISTING

COMPOSITE WOOD FLOOR FINISH

Scale

Project number

Date

Drawn by

Checked by


General Contractor:




As indicated

2/2

2/2

015 6

:20

:31 P

M

A106

SECOND FL.FRAMING PLAN

JAL


Joel and Amy Lupro

Feb. 15, 2015

Jon F Cowgill

AL

3/8" = 1'-0"1

FRM'G PLAN-SECOND FL.

Sheet List




A103 MAIN FL. PLAN

A104 2nd FL. PLAN




A108 ELEVATIONS



1 1/2" = 1'-0"2

Callout-Overhang Detail

METAL CIRCULAR STAIRS (TYP)

4" DIA SUPPORT COL-WELD 4 X 8 MTL BRKT AT TOP FOR BM.


1

A110

2

A109

16' - 2"

3' -

10 1

/4"

2' -

9 1

/2"

1' - 4"

EXISTING HOUSE ROOF (E)

5' - 11"

OVERFRAME

GLASS CURTAIN WALL

BLACK MTL. SOLAR COLLECTOR PLT.

METAL CHASE ROOF CAP

AIR SPACE FROM VENT BELOW

SWIVEL VENTURI VENT HOOD

PCM THERMAL MASS WALL

2X FRAMING ROOF CRICKETOVERLAY3/12 PITCH ADJUST AS NEEDED

ATTIC VENT (ACCESS TO SOLAR CHIMNEY)

HIP

RIDGE

HIP

2-2 X 10 'SBOXED HDR.




2-2

X

10 'S

BO

XE

D H

DR

.

4 X 6 PT. BEAM

4" DIA. STL. COL.

HVAC DUCTS TO EXIST'G FURNACE

EAVE LINE AND FASCIA GUTTER(MATCH EXISTING)

TRUSSED ROOF STRUCTURE-SEE MFR SPECS(REUSE EXISTING TRUSSES w/ ENG. APPR.)R 38 BLOWN-IN FIBERGLAS INSUL. PER CODE1/2 OSB SHEATH'G (CLIP UNBLOCKED JOINTS15# ROOFING FELT 3 TAB COMP ROOFING-MATCH EXISTING

GIRDER TRUSS

INSULATED EXT. WALLS

EXTEND EXIST'G "B" VENT

EAVE AND RIDGE HAT VENTS PER CODE

SOLARTUBE (TYP)

2 X 6 STICK FRAME OVERHANG FRAMING

WH(N)

2nd FL. T.O.P.15' - 6"

SCREENED ATTIC VENT BY CODE

BOXED HDR MADE UP OF 2X10LSL MFR LUMBER AND RIGID INSUL. (TYP)

TRUSSED ROOF SYS.

2" RIGID INSUL BDAIR GAP BAFFLE

SPRAY FOAM INSUL.

MATCH EXISTING ROOF(3 TAB COMP ROOFING)

R-38 BLOWN-IN INSUL.

PVC WINDOWS BY CODE-MATCH EXISTING FIN.

1 X TRIM-MATCH EXIST'G

MATCHEXISTING SIDING

Z-METAL FLASHING

Scale

Project number

Date

Drawn by

Checked by


General Contractor:




As indicated

2/2

2/2

015 6

:20

:31 P

M

A107

ROOF FL. FRAMINGPLAN

JAL


Joel and Amy Lupro

Feb. 15, 2015

Jon F Cowgill

AL

3/8" = 1'-0"1

FRM'G PLAN-ROOF

Sheet List




A103 MAIN FL. PLAN

A104 2nd FL. PLAN




A108 ELEVATIONS



1 1/2" = 1'-0"2

Callout-Eave Detail

360 DEGREE SWIVEL VENT HOOD WITH VENTURI DESIGN


MAIN LEVEL2' - 4"

1st FL. T.O.P.10' - 4"

GARAGE SLAB-1' - 8"

LV.RM. T.O.P. 212' - 4"

SECOND FLGARAGE

7' - 6"

2

A109

2nd FL. T.O.P.15' - 6"

FLOWER BOX (N)

TWO ENGAGED COL. (N)

ORIGINAL ROOF LINE

NEW CONSTRUCTION-DARK LINES21' - 0 3/4"

MATCH ORIG. SIDING

EXISTING GARAGE DOOR

NEW ENTRY STEPS MTL. CIRCULAR STAIRS-SEE MFR SPEC.

MAIN LEVEL2' - 4"

1st FL. T.O.P.10' - 4"

GARAGE SLAB-1' - 8"

1

A110

SECOND FLGARAGE

7' - 6"

2nd FL. T.O.P.15' - 6"

SOLAR CHIMNEY

SOLARTUBE

NEW FLO-THRU INFILTRATION PLANTER

NEW CONSTRUCTION-DARK LINES

NEW STRG. AREA ATTACHED TO EXISTING GARAGEDEMOLITION LINE-NEW CONSTRUCTION ABOVE

3 TAB COMPOSITION ROOFING-MATCH ORIGINAL

EXISTING DECK

2

A109

ORIGINAL CONSTRUCTION-LIGHT LINES

1

A110

1/2" x 8" LAP SIDING(MATCH EXISTING)

NEW CONSTRUCTION-DARK LINES EXISTING CONSTRUCTION-LIGHT LINES

DEMOLISION LINE-DARK LINES INDICATENEW CONSTRUCTION

Scale

Project number

Date

Drawn by

Checked by


General Contractor:




1/4" = 1'-0"

2/2

2/2

015 6

:20

:37 P

M

A108

ELEVATIONS

JAL


Joel and Amy Lupro

Feb. 15, 2015

Jon F Cowgill

AL

1/4" = 1'-0"1

EAST

1/4" = 1'-0"2

SOUTH

1/4" = 1'-0"3

WEST

1/4" = 1'-0"4

NORTH

Sheet List




A103 MAIN FL. PLAN

A104 2nd FL. PLAN




A108 ELEVATIONS




MAIN LEVEL2' - 4"

1st FL. T.O.P.10' - 4"

GARAGE SLAB-1' - 8"

LV.RM. T.O.P. 212' - 4"

1

A110

SECOND FLGARAGE

7' - 6"

2nd FL. T.O.P.15' - 6"

316 SF

Second Fl. Suite

Garage (E)

22' -

2 3

/4"

SOLAR CHIMNEY (N)

SOLAR TUBES (N)

Attic (E)

Storage Area (N)

GRADE

Max Bldg. Ht.

2' - 6"

Utility (E)

Attic (N)

350 SF

Stairwell 2' - 0"

1' -

6"

1' -

0"

A107

2

A106

2

A105

3

2' -

0"

7' -

3 1

/2"

Crawl Space (E)

Hallway (E)

Strg. (E)

7"

TRUSSED ROOF STRUCTURE (E)(UNABLE TO VERIFY SPECIFICS)

2X JOIST FLOOR STRUCTURE ON POSTAND BEAM SUPPORTS AND PIER PADS (E)

360 DEGREE SWIVEL HOOD WITHWIND DIRECTIONAL VENTURI (N)

GLASS CURTAIN WALL ON TWOSIDES (SOUTH AND WEST) (N)

ATTIC VENT (N)

SOLAR COLLECTOR AND THEMAL MASS WALL (N)(USE PHASE CHANGE MATERIAL FOR THERMAL MASS)

INSULATED OPERABLE BAFFLE/VENT CONTROL(OPTIONAL WHOLE HOUSE FAN) (N)

UNDER STAIRS ACCESS PANEL (N)

ROOF SYSTEM= 3-TAB COMP ROOFING (MATCH EXISTING)OVER 15# ROOFING FELT OVER 1/2" OSB SHEATHING

ON TRUSSES (ENG. BY TRUSS COMPANY-RE-USE EXISTING TRUSSES W/ ENG. APPROVAL)

R-38 BLOWN INFIBER GLAS iNSUL.

EXISTING ROOFLINE

FLOOR SYSTEM=COMPOSITE WOOD FIN. FLOORINGOVER VAPOR BARRIER OVER 3/4" T&G OSB SUBFLOOR

ON 14" TJI-210 @ 12"O.C.WITH R-30 BATT INSUL.AND1/2 GYP. BD. INTERIOR, FINISHED AND PAINTED

RIGID INSUL.

EXISTING PORTAL FRAME

FLOWER BOX(MATCH EXISTING)

EXISTING CONC. GARAGE FLOOR

BLACK PLT. MTL. COLLECTOR

NEW 8 3/4" X 13 1/2" GLB.BRG. ON NEW COL. SUPPORTSFOR NEW 2nd FLOOR LOAD

BLACK METAL FLASHING CAP

Scale

Project number

Date

Drawn by

Checked by


General Contractor:




1/2" = 1'-0"

2/2

2/2

015 6

:20

:38 P

M

A109

EAST-WESTSECTION

JAL


Joel and Amy Lupro

Feb. 15, 2015

Jon F Cowgill

AL

Sheet List




A103 MAIN FL. PLAN

A104 2nd FL. PLAN




A108 ELEVATIONS



1/2" = 1'-0"2

2nd FL. SEC.


MAIN LEVEL2' - 4"

1st FL. T.O.P.10' - 4"

GARAGE SLAB-1' - 8"

SECOND FLGARAGE

7' - 6"

2

A109

2nd FL. T.O.P.15' - 6"

316 SF

Second Fl. Suite

Garage (E)

Attic (N)

16 SF

Storage (N)

A105

2

NEW 2ft X 2 ftSKYLIGHTS (2)

4" DIA STEEL COLUMNWITH METAL BRKTSFOR 4 X 6 BEAMCONNECTION

4"X 8" PT BEAM

STICK FRAMED EAVE EXTENSION OR WITH TRUSSES

DECK SYSTEM=WALKABLE ROOF MEMBRANE OVERP.T. PLYWOOD OVER 2X6 JOISTS

NEW FOOTING

WALL SYSTEM =1/2"X 8" CEMENTFIBERBOARD SIDING OVER TYVEKRAIN GUARD OVER 1/2" OSBSHEATHING ON 2 X 6 WD. STUDS24" OC. WITH R-21 BATT INSUL.,VAPOR BARRIER AND 1/2"GYP. BD.FINISHED AND PAINTED

EXISTING ROOFLINE

FLO-THRU INFILTRATION PLANTER (N)

MATCH EXISTING GUTTERS

DEMOLITION LINE

EXISTING WALL SYSTEM

2 X 4 WALL SYSTEM (N)(MATCH EXISTING)

CONV-MICROWAVE OVEN

BOXED 2 X 10 INSUL. HDR. (TYP)

NEW STEPS AND WALKWAY RAINDRAIN (E)

FURNACE (E)

WATER HEATER (E)

Scale

Project number

Date

Drawn by

Checked by


General Contractor:




1/2" = 1'-0"

2/2

2/2

015 6

:20

:43 P

M

A110

SOUTH-NORTHSECTION

JAL


Joel and Amy Lupro

Feb. 15, 2015

Jon F Cowgill

AL

Sheet List




A103 MAIN FL. PLAN

A104 2nd FL. PLAN




A108 ELEVATIONS



1/2" = 1'-0"1

GARAGE CROSS SEC.


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JAL 5 -Permit Drwgs 1-1-15 (reduced)

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