GTITLE0 SH0EE1T - Portland, Oregon

REV DATE ISSUE

00 7/10/19 PERMIT SUBMITTAL

PROJECT NO: 1828

G001

TITLE SHEET

Pearson Julep Warehouse(PJW)728 SE 20th Ave.Portland, OR 97214

Guggenheim Architectureand Design Studio, LLC925 NW 19th Ave, Ste F | Portland, OR 97205503.272.1566 | www.guggenheimstudio.com

12/20/19 PERMIT SET

1

01

01

N

1A500

1A300

1A200

ELEV 100'-0"

A

B

C

D I100

01

DRAWING SYMBOLS

NORTH ARROW

SECTION

DETAIL

INTERIOR ELEVATION

ELEVATION

GRIDLINE

SPOT ELEVATIONSPOT ELEVATION

KEYNOTE

DOOR NUMBER

WINDOW NUMBER

PROPERTY LINE

SETBACK

BREAK LINE

VERTICAL ELEVATIONELEV 100'-0"TOP OF SLAB

MATERIALS

EARTH

GRAVEL

CONCRETE

STEEL

ALUMINUM

BRICK

CONCRETE BLOCK

FRAMING (CUT THROUGH)

GLULAM BEAM

BATT INSULATION

RIGID / SPRAY FOAM INSULATION

EXISTING WALL

NEW WALL

DEMO'D WALL

AB ANCHOR BOLTAC AIR CONDITIONINGACOU ACCOUSTICALAD AREA DRAINADD ADDENDUMADJ ADJACENTAFF ABOVE FINISH FLOORAGG AGGREGATEAL ALUMINUMALT ALTERNATIVEANOD ANODIZEDAP ACCESS PANELAPPROX APPROXIMATE (LY)ARCH ARCHITECT (URAL)AUTO AUTOMATICAVE AVENUE

BD BOARDBLDG BUILDINGBLKG BLOCKINGBM BENCHMARKBOT BOTTOMBOD BOTTOM OF DECKBR BEDROOMBS BOTH SIDES

CB CATCH BASINCC CENTER TO CENTERCEM CEMENTCG CLEAR GLASSCH CEILING HEIGHTCHNL CHANNELCI CAST IRONCJ CONTROL JOINTCLG CEILINGCLR CLEARCMU CONCRETE MASONRY UNITCO CLEAN OUTCOL COLUMNCONC CONCRETECONST CONSTRUCTIONCONT CONTINUE / CONTINUOUSCORR CORRIDORCPT CARPETCSMT CASEMENTCT CERAMIC TILECTR CENTER

DBL DOUBLEDEMO DEMOLISHDET DETAILDF DRINKING FOUNTAINDIA DIAMETERDIAG DIAGONALDIM DIMENSIONDM DAMP PROOFDN DOWNDR DOOR, DRIVEDS DOWNSPOUTDTL DETAILDW DISHWASHERDWG DRAWING

(E) EXISTINGE EASTEA EACHEB EXPANSION BOLTEL ELEVATIONELEV ELEVATION, ELEVATOREJ EXPANSION JOINTELEC ELECTRICEM ENTRY MATEMER EMERGENCYEP ELECTRICAL PANELEQ EQUALEQUIP EQUIPMENTES EACH SIDEEW EACH WAYEXH EXHAUSTEXIST EXISTINGEXP EXPOSEDEXT EXTERIOR

F FRONTFA FIRE ALARMFB FLAT BARFCIC FURNISHED AND INSTALLED BY CONTRACTORFD FLOOR DRAINFDC FIRE DEPARTMENT CONNECTFE FIRE EXTINGUISHERFF FINISH FLOORFH FIRE HYDRANTFIN FINISH (ED)FL FLASHINGFLR FLOORFND FOUNDATIONFOB FACE OF BRICKFOC FACE OF CONCRETEFOIO FURNISHED AND INSTALLED BY OWNERFOF FACE OF FINISHFOM FACE OF MASONRYFOS FACE OF STUDFOSH FACE OF SHEATHINGFP FIREPROOFFRP FIBRE REINFORCED PANELFS FULL SIZEFT FOOT, FEETFTG FOOTINGFURR FURRED, FURRINGFPSC FIRE PROOF SELF CLOSING

GA GAUGE, GAGEGAR GARAGEGB GRAB BARGC GENERAL CONTRACTORGL GLASS, GLAZINGGLV GALVANIZEDGND GROUNDGR GRADEGYP GYPSUM BOARD

HB HOSE BIBHC HOLLOW COREHD HEAVY DUTYHDCP HANDICAP (PED)HDR HEADERHDW HARDWAREHP HORSEPOWERHM HOLLOW METALHORIZ HORIZONTALHR HOURHT HEIGHTHTG HEATINGHW HOT WATERHWD HARDWOODHVAC HEATING, VENTILATION AND AIR CONDITIONING

ID INSIDE DIMENSIONIJ ISOLATION JOINTIP INSULATED PANELIN INCHINCL INCLUDEINSUL INSULATE, INSULATIONINT INTERIORID INSIDE DIMENSIONIJ ISOLATION JOINTIP INSULATED PANELIN INCH

INCL INCLUDEINSUL INSULATE, INSULATIONINT INTERIOR

JC JANITOR'S CLOSETJST JOISTJT JOINT

KIT KITCHENKPL KICK PLATEKW KILOWATT

L LONG, LENGTHLAM LAMINATE (D)LAV LAVATORYLL LIVE LOADLN LANELT LIGHT

MAS MASONRYMATL MATERIALMAX MAXIMUMMB MACHINE BOLTMDF MEDIUM DENSITY FIBERBOARDMECH MECHANICALMEMB MEMBRANEMED MEDIUMMEZZ MEZZANINEMFG MANUFACTURERMH MANHOLEMIL MILLIMETERMIN MINIMUMMIR MIRRORMISC MISCELLANEOUSMO MASONRY OPENINGMTL METALMULL MULLIONMW MICROWAVE

(N) NEWN NORTHNA NOT APPLICABLENIC NOT IN CONTRACTNO NUMBERNOM NOMINALNTS NOT TO SCALE

OC ON CENTEROD OUTSIDE DIAMETEROH OVERHANGOR OREGONOSB ORIENTED STRAND BOARDOPP OPPOSITEOPNG OPENINGOHD OVERHEAD DOOR

P PAINTPC PRECASTPERF PERFORATEDPL PROPERTY LINE, PLATEPLAM PLASTIC LAMINATEPLAS PLASTERPLY PLYWOODPNL PANELPR PAIRPSF POUNDS PER SQUARE FOOTPSI POUNDS PER SQUARE INCHPT PRESSURE TREATEDPVC POLYVINYL CHLORIDEPVMT PAVEMENT

QT QUARRY TILEQTY QUANTITY

R RISER, RADIUSRA RETURN AIRRB RUBBER BASERD ROOF DRAINREF REFRIGERATORREINF REINFORCEDREQ'D REQUIREDRESIL RESILIENTREV REVISION, REVISEDRM ROOMRND ROUNDRO ROUGH OPENING

S SOUTHSC SOLID CORESECT SECTIONSF SQUARE FEETSGL SINGLESHR SHOWERSHT SHEETSIM SIMILARSM SHEET METALSP STANDPIPESPECS SPECIFICATIONSSPRKLR SPRINKLERSQ SQUARESS STAINLESS STEELST STREET, STAIRSTD STANDARDSTL STEELSTOR STORAGESTRUC STRUCTURAL

T TREAD, TEMPEREDTA TOP OF ASPHALTTBR TO BE REMOVEDTPL TOP OF PLATETC TOP OF CURBTEL TELEPHONETEMP TEMPORARYT&G TONGUE AND GROOVETHK THICK, THICKNESSTISG TEMPERED INSULATED SAFETY GLASSTOC TOP OF CONCRETETP TOILET PAPER DISPENSERTS TUBE STEELTV TELEVISIONTOW TOP OF WALLTYP TYPICAL

UNO UNLESS NOTED OTHERWISEUL UNDERWRITER'S LABORATORY

V VARIESVCT VINYL COMPOSITION TILEVERT VERTICALVEST VESTIBULEVFY VERIFYVP VENEER PLASTERVT VINYL TILE

W WEST, WIDTHW/ WITHWD WOODW/D WASHER AND DRYERWF WIDE FLANGEWH WATER HEATERW/O WITHOUTWP WATERPROOFWSCT WAINSCOT

& AND@ AT# POUND, NUMBER

ABBREVIATIONS

8'-0"

+/- 2

1/2

"

50'-8"

PR

OP

ER

TY L

INE

WATER SERVICE

SE 20TH AVE.

SIDEWALK

AC

CE

SS

RO

AD

LONE FIR CEMETERY

[E] P

LAN

TER

[E] PLANTER

PLANTING STRIP

[E] DRIVEWAYW/CURB CUT

[E] DRIVEWAYW/CURB CUT

ID NAME DATE

N

N

SCALE: 1/16" = 1'-0"

1 SITE PLANG001

PROJECT SUMMARY VICINITY MAP

DESCRIPTION OF WORK:

BUILDING CODE:

(E) OCCUPANCY:

(N) OCCUPANCY:

CONSTRUCTION:

STORIES:

AREA OF WORK:

SPRINKLERS:

PARKING:

ADDRESS: 726 SE 20TH AVE. PORTLAND, OR 97214

JURISDICTION: CITY OF PORTLANDZONING: CM2d

LEGALIZE INTERIOR SECOND FLOOR ADDITION IN NORTH SEGMENT

REFERENCE HISTORIC PERMIT BLD95-000563

2019 OREGON STRUCTURAL SPECIALITY CODE

B (ORIGINAL: B2 SHOWROOM SALES)

NO CHANGE, OCCUPANCIES TO BE RETAINED

V-B

2

NORTH SEGMENT

NONE, NONE REQUIRED

NONE REQ'D, #15 BUS LINE RUNS EVERY 15 MINUTES ON SE MORRISON ST.APPROX. 175 FT. FROM AREA OF WORK

SE

20T

H A

VE

.

SE

19T

H A

VE

.

SE BELMONT ST.

SE MORRISON ST.

SE ALDER ST.

COLONEL SUMMERS PARK

LONE FIR CEMETERY

PROJECT LOCATION

SHOWROOM SALES & SHOP(NO WORK)

OFFICE(NO WORK)

AREA OF WORK(INTERIOR ONLY)

CLIENT:

TREVOR PEARSON FAMILY TRUST728 SE 20TH AVE.PORTLAND, OR 97214

CONTACT: TREVOR PEARSON [email protected]

COURTNEY JULEP [email protected]

ARCHITECT:

GUGGENHEIM ARCHITECTURE & DESIGNSTUDIO, LLC915 NW 19TH AVE, STUDIO CPORTLAND, OREGON 97209(503) 272-1566

CONTACT: REID LESLIE [email protected]

JEFF GUGGENHEIM [email protected]

ENGINEER:

VLMK ENGINEERING3933 SW KELLY AVE.PORTLAND, OR 97239(503) 222-4453

CONTACT: JUSTIN ELLIOTT [email protected]

ALL TRADE PERMITS TO BE SEPARATE INCLUDING MECHANICAL, PLUMBING, ELECTRICAL.

12/20/19

12/20/19G002 CODE SUMMARY PLANS

12/20/19

12/20/19A100 PLANS & SECTIONS

12/20/19A110 FRAMING PLAN & DETAILS

12/20/19A200 ELEVATIONS (FOR REFERENCE)

G001 COVER SHEET

12/20/19A500 STAIR AND GUARD DETAILS

PROGRESS SETREV DATE ISSUE

00

01 -WIP

7/10/19

Work inProgress

PERMIT SUBMITTAL

Not in Issue

PROJECT NO: 1828

G002

CODE SUMMARYPLANS



12/20/19 PERMIT SET

DOWN

OPEN TO BELOW

DOWNOPEN TO BELOW

1

2

3

4

5

6

7

8

9

10

11

UP18

RIS

ER

S (6

43/

64")

[E] 3 FT. WIDE AISLE

[E] ASPHALTPARKING

AREA

[E] C

ON

CR

ETE

AR

EA

'STAPLE STYLE' BICYCLE PARKINGW/ 2 FT. x 6 FT. CLR. SPACEEITHER SIDE SEE PAGE A500

WALL MOUNTED BICYCLEPARKING W/ 2 FT. x 6 FT. CLR.

SPACE SEE PAGE A500

ENTRY TOTENANTSPACE 2

[E] HC PARKING9 FT. x 18 FT.

[E] AISLE8 FT. WIDE

SCALE: 1/8" = 1'-0"

2 2ND FLOOR CODE SUMMARYG002

SCALE: 1/8" = 1'-0"

1 GROUND FLOOR CODE SUMMARYG002

55 F

T. [E

] TR

AVEL

DIS

TAN

CE

73 FT. EXIT ACCESS TRAVEL DIST.





TENANT SPACE 1[E] SHOWROOM SALES

(B OCCUPANCY)3118 SF

1 OCCUPANT : 150 SF21 OCCUPANTS

134

FT. E

XIT

AC

CES

S TR

AVEL

DIS

T.


TENANT SPACE 1[E] SHOWROOM SALES



TENANT SPACE 3[E] SALES AND SHOP SPACE

(M & F-1 OCCUPANCIES)2098 SF


TENANT SPACE 2[E] OFFICES



TENANT SPACE 1[E] OFFICE

(B OCCUPANCY)772 SF


25 F

T. E

XIT

AC

CES

S TR

AVEL

DIS

T.

47 F

T. E

XIT

AC

CES

S TR

AVEL

DIS

T.

CODE ANALYSIS

CONSTRUCTION TYPEOSSC SECTION 602

EXISTING VBPROPOSED VB

OCCUPANCIESOSSC SECTION 508

EXISTING B-2*PROPOSED B, M (NO CHANGE)SEPARATED / NON-SEPARATED USES NON-SEPARATED

ALLOWABLE HEIGHTS AND AREASOSSC SECTIONS 503, 504, 506

GROSS BUILDING AREA GROUND LEVEL 5,988 SF 2ND LEVEL 3,246 SF 2ND LEVEL (TO BE PERMITTED) 1,586 SF TOTAL 9,234 SF

TABULAR BUILDING AREAOSSC TABLE 503B OCCUPANCY / TYPE VB CONSTRUCTION 9,000 SF / 2 STORIES

ALLOWABLE BUILDING AREA 12,228 SF / 2 STORIESBUILDING AREA MODIFICATION Aa = {At + [At x If] + [At x If]} 12,228 = {9,000 + [9,000 X .3587] + [9,000 X 0]}FRONTAGE INCREASE If = [F/P - 0.25]W/30 .3587 = [235/510 - 0.25]51/30

MEANS OF EGRESSOSSC CHAPTER 10

TABLE 1015.1 SPACES WITH ONE EXIT B OCC. / MAX. 49 OCCUPANTSTABLE 1016.2 EXIT ACCESS TRAVEL DISTANCE B OCC. / MAX. 200 FT.TABLE 1006.2.1 COMMON PATH OF EGRESS TRAVEL B OCC. / MAX. 100 FT.

PLUMBING FIXTURESOSSC CHAPTER 29

TOTAL BUILDING OCCUPANT LOAD 64

TABLE 2902.1 (B OCCUPANCY) WATER CLOSETS REQ'D 4 WATER CLOSETS PROVIDED 6

LAVATORIES REQ'D 4 LAVATORIES PROVIDED 6

EXIT SIGN WITH DIRECTIONAL INDICATOR

44" WIDE EGRESS ROUTE EXTENDING TOLANDING W/ EMERGENCY LIGHTING ONBATTERY BACK-UP TO BE FIELD TESTED.

ADA UPGRADES (25% RULE)

1. ACCESSIBLE PARKING AND A ROUTE TO ENTRY: EXISTING, NOTED ON SITE PLAN2. ACCESSIBLE ENTRANCE: EXISTING, GROUND LEVEL FINISH FLOOR EVEN WITH FINISHGRADE AND MAX. 1/2" THRESHOLD AT DOORS3. ACCESSIBLE ROUTE TO ALTERED AREA: EXISTING, NOTED ON G002, A100 & A1104. ACCESSIBLE RESTROOMS: EXISTING, REFER TO PERMIT BLD95-02541- ADD VERTICALGRAB BAR IF NOT PRESENT. DOOR HARDWARE TO BE EVALUATED AND UPGRADED IFNECESSARY TO MEET CURRENT CODE REQUIREMENTS.

*OCCUPANCY ASSUMED BASED ON PERMIT BLD95-000563

12/20/19

98.5 FT. COMMON PATH OF EGRESS TRAVEL

99.5

FT.

CO

MM

ON

PAT

H O

F EG

RES

S TR

AVEL

34'-6" FT. EXIT ACCESS TRAVEL DIST.

REV DATE ISSUE


PROJECT NO: 1828

A100

BUILDING PLANS &SECTIONS



12/20/19 PERMIT SET

100.00'1st FLOOR

112.33'2nd FLOOR

121.17'ROOF

128.77'BUILDING HEIGHT - T.O. RIDGE

STAIRWAY TOBE LEGALIZED

GUARDRAIL TOBE LEGALIZED,REFER TO A500

2ND FLOOR TOBE LEGALIZED

COLUMNS TOBE LEGALIZED

1A500

4A100

5'-0

"

7'-2

"17

'-8"

10'-1

0"8'

-10"

7'-3

"

4'-4

"11

'-2"

11'-2

"6'

-8"

17'-8

"

10'-8" 20'-7" 10'-5"

3A101

2A101

1A200

3A200

EDGE OF 2ND FLOORADDITION TO BE LEGALIZED

ALL 3-1/2" O.D.COLUMN TO BELEGALIZED, TYP.


UP

2A200

STAIRT: (21) @ 11"R: (22) @ 7"

05

4A100

3A101

2A101

1A200

3A200

OPEN TO BELOW

2A200

2A

500

5'-0"

7'-0 1/4" 4'-8 3/4" 29'-11"

11'-9" 17'-9" 12'-2"

23'-8

"4'

-4"

11'-5

"18

'-4 1

/2"

17'-0

1/2

"

DOWN


(SHADED)


GUARDRAIL TOBE LEGALIZED

TYP.

1 FT. HANDRAIL EXTENSION,RETURN TO GUARDRAIL

OPEN TO BELOW

100.00'1st FLOOR

112.33'2nd FLOOR

121.17'ROOF

128.77'BUILDING HEIGHT - T.O. RIDGE


GUARDRAIL TO BE LEGALIZED,REFER TO A500


COLUMNS TOBE LEGALIZED

SCALE: 1/8" = 1'-0"

3 LONGITUDINAL SECTIONA100

SCALE: 1/8" = 1'-0"

1 1st FLOORA100 SCALE: 1/8" = 1'-0"

2 2nd FLOORA100

SCALE: 1/8" = 1'-0"

4 TRANSVERSE SECTIONA100

12/20/19

REV DATE ISSUE

PROJECT NO: 1828

A110

SECOND FLOORFRAMING PLAN



12/20/19 PERMIT SET

23'-1

0"15

'-7 3

/32"

18'-4

9/3

2"12

'-0 4

1/64

"5'

-0"

17'-7

1/2

"

10'-6 1/4" 20'-3 1/2" 10'-3 1/4"

24'-0

1/2

"

7'-0"

4'-0"

2x6 REINFORCEMENTSISTERED TO EA.2x12 STRINGER

(3) 2x12s

(3) 2x12s

(1) 4x12

SIM

PS

ON

H2.5A H

UR

RIC

AN

E TIE

S AT E

A. JO

IST

SIM

PS

ON

H2.5A H

UR

RIC

AN

E TIE

S AT E

A. JO

IST

3-1/2" STD. STEEL PIPE COLUMN, TYP.

[N] 3'-0"x3'-0"x12" THICK FTG. WITH(3) #5 BARS EACH WAY AT BOTTOM

[N] W

12 x

16

STL

. BE

AM

[N] W

12 x

16

STL

. BE

AM

NOTE: ALL FRAMING ISEXISTING UNLESS

NOTED OTHERWISE

[N] 3'-0"x3'-0"x12" THICK FTG. WITH(3) #5 BARS EACH WAY AT BOTTOM

[N] TJI.35 @ 2'-8" O.C. TYP.(EVERY OTHER JOIST BAY)

TJI.35 @ 1'-4" O.C.

2x12's @ 1'-4" O

.C.

2x12's @ 1'-4" O

.C.

TJI.35 @ 1'-4" O.C.

2x12's @ 1'-4" O.C.

2x12's @ 1'-4" O

.C.

4x4 POSTSAT CORNERS

REFRAME [E]OPN. W/2x12@ 1'-4" O.C.

1/2" 1 1/2" 1 1/2"

COLUMN PER PLAN

BEAM PER PLAN

3/4" BEARING PLATE xCOLUMN WIDTH +1" x REQ'DW/ (2) 3/4" DIA. A325 BOLTS

SIMPSON A34AT JOIST, TYP.

SIMPSON HWP3.56 TOPFLANGE HANGER

4x WOOD NAILERON STL. BEAM

1/4" WEB STIFFENER EA. SIDE

1/4

3/16TYP.

3"

3"

1'-6

"

COLUMN PER PLAN

3/4" x REQ'D BEARING PLATEW/(4) 3/4" DIA. x 6" EMBEDEXPANSION ANCHOR BOLTS

[E] CONCRETE SLAB, DEMOAND REPAIR AS REQ'D

1-1/2" MAX. NON-SHRINKGROUT PAD W/LEVELING NUTS

FOOTING AND REINFORCINGPER PLAN

CLR

.

CLR.

1 1/

2"1

1/2"

1 1/2"6"

1 1/2"

1 1/

2"6"

6"1

1/2"

1/4

TYP.

TYP.

1/4

[E] SIMPSON LUS28 OR SIM. HANGER AT JOISTS

[E] 4x12 DOUG FIR LEDGER

[E] CMU EXTERIOR WALL

[E] 1/2" THREADED EXPANSION BOLT AT 2'-6" O.C.

[E] 2x12 DOUG FIR JOISTS

[E] 1-1/4" PLYWOOD SUBFLOOR

[N] SIMPSON LTT19 TENSION TIE TOJOIST AT 4'-0" O.C W/ 1/2" DIA. x 3-1/2"EMBED EPOXY ANCHOR

3/4"

[N] BEAM PER PLAN

[E] TJI.35[E] 2x12

[E] PLYWOOD SHEATHING

[E] 2x BLOCKING

[N] (2) 3/4" THRU BOLTS

1 1/2"3" 2"

6 1/2"

1 1/

2"7"

1 1/

2"

10"

1/2" x REQ'D PLATE W/ (6) 5-5/8"EMBED ANCHORS IN SIMPSON

'AT-SP' EPOXY TO [E] CMU WALL

[E] CMU EXTERIOR WALL

[N] W12 x 16 STL. BEAM

SIMPSON A34 ATEA. JOIST, TYP.

4x WOOD NAILER ON STEEL BEAM

SCALE: 1/4" = 1'-0"

1 FRAMING PLANA110

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

2 POST CONNECTIONA110

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

4 POST BASEA110

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

3 COLUMN BASEPLATE & WALL HANGERA110 SCALE: 1 1/2"= 1'-0"

6 [E] JOIST CONNECTION TO WALLA110

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

5 POST CONNECTIONA110

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

7 BEAM CONNECTION TO WALLA110

2A

110

2A

110

5A110

5A110

3A110

6A110

7A110

7A110

6A110

3A110

7A500

6A500

6A500

5A500

5A500

7A500

12/20/19 PERMIT SUBMITTAL

REV DATE ISSUE


PROJECT NO: 1828

A200

EXTERIORELEVATIONS



12/20/19 PERMIT SET

1 1st FLOOR±0.00'

2 2nd FLOOR+12.33'

3 ROOF+21.17'

4 BUILDING HEIGHT - T.O. RIDGE+28.77'

CMU WALL

CMU WALL

LAP SIDING WALLLAP SIDING WALL

LAP SIDING WALL

LAP SIDING WALL

1 1st FLOOR±0.00'

2 2nd FLOOR+12.33'

3 ROOF+21.17'


CONC. BASE

CMU WALL

ASPHALT SHINGLE ROOF

1 1st FLOOR±0.00'

2 2nd FLOOR+12.33'

3 ROOF+21.17'


CMU WALL

ASPHALT SHINGLE ROOF

1st FLOOR100.00'

2nd FLOOR112.33'

ROOF121.17'

BUILDING HEIGHT - T.O. RIDGE128.77'

CONC. BASE

EXTERIOR WALLLOCATION BEYOND

CMU WALL

LAP SIDING WALL

CMU WALL

SCALE: 1/8" = 1'-0"

4 WEST ELEVATIONA200

SCALE: 1/8" = 1'-0"

1 NORTH ELEVATIONA200 SCALE: 1/8" = 1'-0"

2 SOUTH ELEVATION- COURTYARDA200

SCALE: 1/8" = 1'-0"

3 EAST ELEVATIONA200

REFERENCE ONLY - NO EXTERIOR CHANGES

12/20/19

REV DATE ISSUE


PROJECT NO: 1828

A500

TYPICAL INTERIORDETAILS



12/20/19 PERMIT SET

3'-0

"

11"

7"

1/2" TYP.

1'-0"

1 1/2"

NOTE: CONTRACTOR TO VERIFY EXISTINGCONSTRUCTION AND CONNECTIONS FOR INTEGRITY

TYP.

TYP.

MAX. 6" DIA. SPHERE TO PASSAT TRIANGULAR OPENING

1/2" DIA. THRU-BOLT AT4x4 STANCHIONS, TYP.

PROVIDE 4x12 BLOCKING AT TIES, WHERETIES ARE PARALLEL TO JOISTS SISTER

NEW 2x12 BLOCK TO EXISTING JOIST WITH(4) 1/2" DIA. x 3" LONG LAG SCREWS

GUARDRAIL CONSTRUCTIONTYP. AT 2ND FLOOR,

STANCHIONS AT 6 FT. MAX.

MIN. AT TOP &BOTTOM OF STAIRS

STRINGER W/SISTERED 2x6, TYP.

SIMPSON LSC ADJUSTABLE HANGER ORSIM. AT STRINGER CONNECTIONS,TYP.

2x12 LEDGER BOLTED TO CONC. W/ (2)1/2"EXPANSION BOLTS AT 2'-6" MAX. AND FRAMINGATTACHED WITH SIMPSON LU HANGER OR SIM.AT 1'-4" O.C. MAX.

1-1/

2" R

D. S

TL. S

TAN

CH

ION

PERFORATEDINFILL PANEL

NO. 52 WALL FLANGE

NO. 5AT WALL FLANGE, TYP.

1 1/2"

MAX. 4" SPHERE TO PASSAT GUARDRAIL OPNS.

MAX. 5'-0" STANCHIONSPACING

WIRE MESHINFILL PANEL

1-1/

2" R

D. S

TL. S

TAN

CH

ION

NO. 52 WALL FLANGE

1-1/

2" R

D. S

TL. S

TAN

CH

ION

1-1/2" RD. STL. RAIL

1-1/2" RD. STL. TOP RAIL

NO. 5E TEE

(4) 3/8" DIA. x 3" LAGSCREWS AT EA. POST MIN. 4x AT EDGE

1 1/2" 1 1/2" WD. ROUND HANDRAIL

STL. HANDRAIL BRACKETAT 6'-0" O.C. MAX.

[E] STRINGER

[E] 2x TREAD

[N] 1x CLOSURE PIECE TO REDUCEOPENING NOT MORE THAN 4"

NOSING OF TREADS SHALLPROJECT NOT MORE THAN 1-1/4"BEYOND TREAD BELOW

SISTER (N) 2X12 X 1'-0'BLOCK TO (E) WITH MIN. (6)#12 X 2-1/2" SCREWS AT EA.HANDRAIL POST

(4) 3/8" DIA. X 3" LAG SCREWS

CONT. WOOD SPACER EACHSIDE WITH WOOD GLUE AND#12X2" WOOD SCREWS 10"O.C., STAGGERED. (SCREWFROM INSIDE FACE)

(4) 3/8" DIA. THRU BOLTSWITH 1/4" PLATE WASHERS

LINE POST UP WITH JOISTS

(2) THRU BOLTS AND (2)BOLTS TO 'DTT2Z' TIES

8”

5”

3.5”

3/8” loop is provided on hangers that include the optional security cable.

800.547.5909 or 503.224.8700 Fax 503.274.2055www.huntco.com or see us at www.sweets.com

Email: [email protected]

Dimensions: 8.0”x3.5” Mounting: (2)3/8” mounting holes Choice of two finishes: Powder Coating (weather resistant Polyester TGIC) Hot Dipped Galvanized

S I T E F U R N I S H I N G S

Bike racks, lockers, benches and architectural site furnishings since 1980.

Tradition & Innovation

PHONE 503.224.8700

FAX 503.274.2055

EMAIL [email protected]

WEB Huntco.com

TWITTER @Huntcosupply

MAIL P.O. Box 10385 Portland, Or. 97296-0385

Manufactured in the Pacific Northwest

HUNTCO

CONTRACTOR:

JOB:

NOTES:

× 2

THE RAMBLEROur top-selling range, the Rambler is one of our most elegant and flexible racks. We can custom build it to your specs in a variety of lengths.

36” 47”

5.5”

14.4”

.63”

GRADE

RECOMMENDED LAYOUT

Manufactured in the Pacific Northwest

CONSTRUCTION/MATERIAL

2” Sch. 40 Round Steel Pipe (shown)

2" × 2" Square Steel Tubing (Pipecutter Proof)

5/8" x 2 1/2" Steel Flat Bar (Pipecutter Proof)

– Steel Flanges (Varies)

DIMENSIONS

– 14.4" Length

– 5.5" Width

– 36" Height

MOUNTING OPTIONS

Flange Mount (Shown) (6) .63" Mounting Holes

In-Ground 11" Leg Extensions

FINISH OPTIONS

T304 Stainless Steel

#4 Satin Finish

Hot Dipped Galvanized

Powder Coating #

Thermoplastic Coating

#

ADDITIONAL OPTIONS

Flange Cover (available at additional cost on round pipe only)

NOTES:

"Bike" is 70" # Minimum Spacing (#) Recommended Spacing

Flat Bar & Flange Square Tubing & FlangeFlange In-Ground

SCALE: 1" = 1'-0"

1 STAIR GUARDRAILA500

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

2 [E] GUARDRAIL CONSTRUCTION W/ STANCHION STRUCTURAL UPGRADEA500

SCALE: 3" = 1'-0"

3 HANDRAIL DETAILA500

SCALE: 3" = 1'-0"

4 TREAD DETAILA500

SCALE: 3" = 1'-0"

6 GUARDRAIL AT 2X12'SA500

SCALE: 3" = 1'-0"

5 GUARDRAIL AT TJI'SA500

SCALE: 3" = 1'-0"

7 GUARDRAIL AT RIM JOISTSA500

NOT TO SCALE

8 BIKE RACK INTERIORA500 NOT TO SCALE

9 BIKE RACK EXTERIORA500

12/20/19

NOTE: ATTACH BIKE RACKS W/CONC. EXPANSION ANCHORS

GTITLE0 SH0EE1T - Portland, Oregon

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