Plans (6) BU P2018-00167
3 of 4
RECEIVED
OCT 222019
CITY OF TIGARD
BUILDING DIVISION
81-4" 8'-4"
8'-23/4" y2" I )2" 81-23/4"
1e • •
GENERAL NOTES: ., 27/8
13
s. , `i
In L.
1 . HANSEN-CRL IS NOTA WATERPROOFING /-7' I
CONTRACTOR I CONSULTANT. IF THIS \ ) c A CRH COMPANY
PROJECT REQUIRES THE PENETRATION OF \--'—e I— �,; I HRHI5HBS - 1.5" O.D.
M 1. t I �' ' c�
HANDRAIL
AN EXISTING WATERPROOF SURFACE, WE =� d 4„ _ v I . _ �, (.120" WALL THICKNESS) ( 1
SUGGEST THAT YOU INVOLVE YOUR Q 0 /�r, 4 , ' PUSH�NGASKET ;6"TEMPERED
WATERPROOFING CONTRACTOR 1 9 PNr
(INSTALL AFTER GLASS LAMINATED GLASS:
• PANEL IS IN PLACE,
CONSULTANT TO ENSURE THE LONG-TERM Y4"TEMPERED X .060" SGP
I HR2DGBS ~
� i � � , DN �ri_,7,r
� I BOTH SIDES) � X 44' TEMPERED �� �
EFFECTIVENESS OF SUCH AN INSTALLATION. STRUCTURAL GLASS A 1 = w (BY OTHERS)
HANSEN-CRL WILL TAKE ALL PRECAUTIONS BASE SHOE 4" 4" 4" I 4" 4" 4" 9/16" 0 _
LI TO AVOID WATER ISSUES, BUT DOES NOT ;�L; I 'F' LM NATED GLASS: _ _1 LTL9X1 TAPER-LOC FOR ##103967 DUE DATE:
E 1 44' TEMPERED X .060" SGP J %�" CLEAR TEMPERED PROJECT NAME
WARRANT THE SYSTEM AGAINST WATER PART PROFILES I �� x44" TEMPERED w LAMINATED
INTRUSION. Al I (BY OTHERS) 0 0 GLASS PANEL A JAGUAR LAND ROVER
- 1 DEALERSHIP - TIGARD, OR
2. ALL INSTALLATION AND PRODUCT _
STRUCTURAL GLASS iib
— cEhl) I BASE SHOE WI M ,�� WBA38X4- CLIENT INFORMATION
QUESTIONS SHOULD BE ADDRESSED TO a II I , I =.. CLADDING 3's X4 CONCRETE_ RIVER CITY GLASS
ANCHOR
HANSEN-CRL PROJECT MANAGER AT: I I `eco 1. I FINISH FLOOR BASE SHOE END PLATE SPACED 12" C.T.C. (503) 657-5200
iy N i (ATTACHED USING MARK W. - mark@rivercityglass.org
TEL - 1 (800) 421-6144 NOTE: -_ , = .� r SILICONE,BY OTHERS)
Ii _ . WBA38X4_ L-4.%` PROJECT SPECIFICS
3. ENGINEERING OF GUARDRAILS 1 LAYOUTS ARE BASED ON BEST _ -'''= Ya°X4"CONCRETE "
� 9BL56DBASE SHOE WI
ANCHOR � LBSCBS10BRUSHEDSJS RAIL HEIGHT & TYPE A.F.F. - LEVEL:
HANDRAILS DOES NOT WARRANT, EITHER MEASUREMENTS AVAILABLE AT c _ ' SPACED 12" C.T.C. `✓ CLADDING 421' 1 STRUCTURAL GLASS
EXPRESSLY OR IMPLIED, THE STRUCTURAL TIME OF DRAWING CREATION. ' iiK Hus-�z RAIL HEIGHT & TYPE A.F.F. - STAIRS:
INTEGRITY OF THE SUBSTRATE TO WHICH FIELD VERIFY ALL DIMENSIONS
3 TYP. STRUCTURAL BASE SHOE CONNECTION
A
OUR RAILING IS ATTACHED, AND ADJUST AS NECESSARY TO I ! I , MIN (MOUNT TO CONCRETE - GRAB RAIL BRACKET NOT SHOWN) Mo N ING TYPE & SURFACE:
FIT EXISTING CONDITIONS. TYPICAL SECTION VIEW
(MOUNT TO CONCRETE) SURFACE TO STEEL
-- — ! r — , 1 . ' RAIL INFILL TYPE:
\ DN \ I. 4 .. I �� DN
__ _ GLASS ABY OTHERS)
' r PROJECT COLOR
I
1.
G BRUSHED STAINLESS STEEL
,\
CV (V
\__\::. ., - - - - I - - - - �,,,
1:41
_ 4'-714" /4" l 3/4" 4'-7�4" HRHI5HBS - 1.5" O.D. .. / PRODUCTION CHECKOFF DATE INITIALS
! I ..r HANDRAIL
.. . f (.120" WALL THICKNESS) DESIGN
``
co „��\`\ PROJECT MANAGER: 03/06/19 KL
` ,,, PLAN - STRUCTURAL GLASS LAYOUTS 03/18/19 JLG
0 0 �\ 3 „ = ,- „ 1- s DRAFTED BY:
SCALE: 11-0" HR2DGBS = PUSH-IN GASKET /6 TEMPERED
F- 0 (INSTALL AFTER GLASS LAMINATED GLASS:
_ 0 2 PANEL IS IN PLACE, 44�f TEMPERED X .060" SGP CHECKED BY:
Zip _ i %s' TEMPERED w _, BOTH SIDES) X 44 TEMPERED
co r LAMINATED GLASS: = J (BY OTHERS) SHOP
N \ \\ �" TEMPERED X .060" SGP J FABRICATED BY:
�, 1 -- - X 44" TEMPERED j LTL9X1 TAPER-LOC FOR
+ ' 1 ���\\\\_ (BY OTHERS) -
r I = p p�0 0 O %6" CLEAR TEMPERED POWDER COATED BY:
�, 1'-9" ! % (� �\w�`. ����E FFs+y, _ LAMINATED 1
r ti = `�aG I N • +�� �� BASE TURAL GLASS HOE W/ M GLASS PANEL �I`\
4 4 PACKING, SMALL PARTS:
tb
L. —r I J cn 91522PE CLADDING PACKING, LONG PARTS:
r �� I �., SHCS38X112
r I 0 C� �•� r,• .r FINISH FLOOR 11 3
7 z --NN OREGON �, / -16 SOCKET HEAD CAP
1 I = Expires: 6/30/20 SCREW WITH WBAW38 WASHER
I 0 G' ��' BASE SHOE END PLATE SPACED 12" C.T.C. CUSTOM FAB NOTES & BACKORDER NOTES
r--.^ --� I M / / Gs AO _ -__ SHCS38X112
�' i , 7AYrt L , St* %"-16 SOCKET HEAD CAP (ATTACHED USING
1 SCREW WITH WBAW38 WASHER SILICONE,BY OTHERS)
L 10/17/2019 SPACED 12" C.T.C. ki* OFFICECOPY
,� s 1j . Digitally signed by Gustave 1� 4 X 12 X /6 THK. 9BL56D BASE SHOE WIV ^� O ! o1
'� LBSCBS10 BRUSHED SJS -�'„ 1 schmoll ,,.•. • - STEEL TUBING �
2-1�6 L \ 12'-63/4” 3'-11%" DN:CN=Gustave Schmoll+ (BY OTHERS) CLADDING b� ZS 5W f1, sq y2
/ ,e -� ,, E=gussChmoll(d3rice-inc.00m,
\ �� \ \ Gustave Schmoll QU=Rice Engineering,O=Rice
r T Engineering,L=Luxemburg, TYPICAL SECTION VIEW TYP. STRUCTURAL BASE SHOE CONNECTION
L ' 6" ! ~ Date:2019 is 17 12:50:51-05'00'
Clay o Tigard
t \ (MOUNT TO STEEL) (MOUNT TO STEEL - GRAB RAIL BRACKET NOT SHOWN) Plans
r' \ APPS"� d
1_ /•:•`�
1 / VALIDITY OF PERMIT
gy �. pay � �
! % 1 \ a� THE ISSUANCE OF A PERMIT
L Ilj BASED ON CONSTRUCTION
��"g7J DOCUMENTS AND OTHER
11'-1116" 1r 4'-1138" _ _ _ = 4'-1138" 11'-111 16" DASA SHAE L NOT Pp�v�NT
-� w W w LU � T. CGDE Lo N.:74:01
t.
i C7 C7
, 7
Y2 GLASS GAP (TYP.) _ _
❑ 0 0 ❑
_ _ SHOP MATERIAL RELEASE: (LOCAL PICKUPS)
M M LOCAL PICKUPS CAN NOT BE RELEASED WITHOUT THIS
CV N cV BOX SIGNED OFF. I HEREBY SIGNOFF ON THE
HRHI5HBS - ACCURACY OF THE PARTS LIST AGAINST MATERIALS
I 1.5" O.D. HANDRAIL I i `� , I RECEIVED.ANY DISCREPANCY SHORTAGES OR(.120"WALL THICKNESS) z7'k<
I =' QUESTIONSTOBEADDRESSEDATTHETIMEOFPICKUP.�4 FINISH FINISH ti HRHI5HBS - HANSEN NOT RESPONSIBLE FOR MATERIAL SHORTAGES
„ FLOOR FLOOR — 1.5" O.D. HANDRAIL
6 2 ~I _ (.120"WALL THICKNESS) AFTER MATERIAL HAS LEFT OUR PLANT
'TYP.) E,,,,-,--0 \ / �HR2DGBS - W I I CJ
HANDRAIL BRACKET = = I SIGNATURE:
cn =� I w ry Z PRINT NAME: DATE:
No r7
9/6"TEMPERED O ❑ I = HR2DWBS -
LAMINATED GLASS: ` - Z h SHIPPING CONTAINER INFORMATION
Y4" TEMPERED X .060" SGP / v 2 I coM 8 HANDRAIL BRACKET
X�" TEMPERED ` _ - SEE CALCULATION SHIM 3 &4 TYPE SIZE WEIGHT
V • eF FOR ANCHORAGE DETAIL lbs.
(BY OTHERS) M �
6" I F//4 lbs.
"Tl
I "TYP.) 9BL56D BASE SHOE W/ = C' Cle
�FT I lbs.
/--1CBS10
\ \
CLALBSDDING BRUSHED SIS Tr
I s lbs.
ti SHIPPING ADDRESS SHIPPING CARRIER
MARK WELLS CARRIER:
I 7t
, 0
MARK ANY REVISIONS OR ALTERATIONS IN RED INK I RIVER CITY GLASS SHIP DATE:
\ \
AND RETURN TO HANSEN ARCHITECTURAL SYSTEMS. NOTE:
PRO#:
NOREVISIONS AND THE CLIENT HAS VERIFIED VERIFIED BY:
IF THERE ARE APPLICABLE BUILDING CODES VARY BY
ALL INFORMATION AS ACCURATE. CLIENT SIGNOFF, DATE JURISDICTION. IT IS THE CUSTOMERS
AND RETURN SIGNED COPY AND FABRICATION WILL BEGIN.
RESPONSIBILITY TO VERIFY RAILING IS
105 School COMPLIANT WITH LOCAL CODES PRIOR SCE
Luxemburg CW171-514120107 1' • REV DESCRIPTION DATE
A .� Phone:(920)-617-1042I
1 REVISED LAYOUT 04/17/19
1'
X DATE: TO AUTHORIZING MANUFACTURE. ENGINEERING Fax:(920)
www.rice-inc.com I 2 REVISED PER MARK-UP 08/28/19
\ . /This Certification is limited to the structural design of the structural
components of this handrail 1 guardrail/divider system. It does 3 ADDED MOUNTING DETAIL 10/16/19
NOT include responsibility for: 1
— — — — — — — — — — — — — — * Structural design of misc. hardware(latched, hinges, etc.). — — — — -
- y �— • Structural design of concrete slabs and other masonry units. 1
� 1/4„ y Structural design of wood blocking or wood framing. �. 13/4"
�, * Structural design of all other anchorage substrates. �I'Ir DATE ISSUED 10/16/19
co I Glass breakage due to airborne debris or foreign objects. co
• The manufacture,assembly,or installation of the system. .
* Quantities of materials or dimensional accuracy of drawings.STAIR RAILING ELEVATION VIEW41) SHEET REVISION
* Concrete assumed to be 5,000 psi normal weight STAIR GRAB RAIL ELEVATION VIEW
SCALE: 34" = 1'-0" (OTHER STAIRS SIMILAR, MIRRORED) SCALE: 34" = 1'-0" (OTHER STAIRS SIMILAR, MIRRORED) 1 3