Post on 14-Apr-2022
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 trevor@trevorpearson.com
COURTNEY JULEP courtneyjulep@gmail.com
ARCHITECT:
GUGGENHEIM ARCHITECTURE & DESIGNSTUDIO, LLC915 NW 19TH AVE, STUDIO CPORTLAND, OREGON 97209(503) 272-1566
CONTACT: REID LESLIE reid@guggenheimstudio.com
JEFF GUGGENHEIM Jeff@guggenheimstudio.com
ENGINEER:
VLMK ENGINEERING3933 SW KELLY AVE.PORTLAND, OR 97239(503) 222-4453
CONTACT: JUSTIN ELLIOTT Justin@vlmk.com
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
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
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.
63 FT. EXIT ACCESS TRAVEL DIST.
63 FT. EXIT ACCESS TRAVEL DIST.
64 FT. EXIT ACCESS TRAVEL DIST.
46 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.
133 FT. EXIT ACCESS TRAVEL DIST.
TENANT SPACE 1[E] SHOWROOM SALES
(B OCCUPANCY)1586 SF
1 OCCUPANT : 150 SF11 OCCUPANTS
TENANT SPACE 3[E] SALES AND SHOP SPACE
(M & F-1 OCCUPANCIES)2098 SF
1 OCCUPANT : 150 SF14 OCCUPANTS
TENANT SPACE 2[E] OFFICES
(B OCCUPANCY)1660 SF
1 OCCUPANT : 150 SF12 OCCUPANTS
TENANT SPACE 1[E] OFFICE
(B OCCUPANCY)772 SF
1 OCCUPANT : 150 SF6 OCCUPANTS
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
00 7/10/19 PERMIT SUBMITTAL
PROJECT NO: 1828
A100
BUILDING PLANS &SECTIONS
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
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.
STAIRWAY TOBE LEGALIZED
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
2ND FLOOR TOBE LEGALIZED
(SHADED)
STAIRWAY TOBE LEGALIZED
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
STAIRWAY TOBE LEGALIZED
GUARDRAIL TO BE LEGALIZED,REFER TO A500
2ND FLOOR TOBE LEGALIZED
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
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
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
00 7/10/19 PERMIT SUBMITTAL
PROJECT NO: 1828
A200
EXTERIORELEVATIONS
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 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'
4 BUILDING HEIGHT - T.O. RIDGE+28.77'
CONC. BASE
CMU WALL
ASPHALT SHINGLE ROOF
1 1st FLOOR±0.00'
2 2nd FLOOR+12.33'
3 ROOF+21.17'
4 BUILDING HEIGHT - T.O. RIDGE+28.77'
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
00 7/10/19 PERMIT SUBMITTAL
PROJECT NO: 1828
A500
TYPICAL INTERIORDETAILS
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
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: sales@huntco.com
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 Sales@Huntco.com
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