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L2x2x1/4 FROM TOP CHORD AT L6x4
TO BOTTOM CHORD PANEL POINT.
OMIT IF L6x415 WITH IN 6" OF TOP
CHORD PANEL POINT F.V.
(E) MTL DECK RV.
(E) STL JOIST RV.
1 /8
„8�_ �� ` _���- =
L6z4x12 GA @ EA DIAG CONNX TO
ANGLE w/ (2) HILTI XlJ PAF. PROVIDE
(3) #8 SCREWS @ EA STUD (NP)
soosisz-ea @ va PTs
MAX 9'-6" LENGTH
REF PLAN
REF DETAIL 0�/5-20� FOR
ADDL INFO NOT SHOWN
� BUILT UP BM REF PLAN
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SEPHORA
525 MARKET STREET, 32ND FLOOR
SAN FRANCISCO, CA 94105
i
Ber me er
g Y
MICHAEL J. MCLAREN, P. E.
PROJECT #1915705
12001 N. CENTRAL EXPRESSWAV, SUITE 300
DALLAS,TEXAS 75243
214]39.8100 FAX214]396354
STAMP
03
314••=1•-0••
— � _
SECTION AT STOREFRONT GLAZING
��
VERTICAL SLIP CLIP CONNX
(SIMPSON SC325/97)
600Si62-54 @ �6" OC wl
600T150-54 EA END. PROVIDE
(2) HILTI XU PAF @ 24" OC INTO
HSS w/ #8 EA SIDE INTO STUD
EXISTING STOREFRONT,
BULKHEAD AND BRACING,
IF ANY TO�REMAIN. DO
NOT ALTER;.
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02 SECTION AT STOREFRONT ENTRY
314••=1•-0••
L2x2x1/4 FROM TOP CHORD AT L6x4
TO BOTTOM CHORD PANEL POINT.
OMIT IF L6x4 IS WITH IN 6" OF TOP
CHORD PANEL POINT F.V. �
(E) MTL DECK F V.
(E) STL JOIST F.V. �
L6x4x1/4 (LLV) CONT BTWN
JOIST CONNECT TO TOP
CHORD PANEL POINTS
�REFRONTAND 3625162-54 @ 32" OC
TO REMAIN. GC. TO
FR4MING pROVIDE(3)#SATEA
fIONS. DO NOT STUD TO STUD CONNX
ERE w/ (N) FRAMING.
' ARCH AND EOR OF
SCREPANCIES.
362T150-54 CONT @ EA HSS.
'S201 FOR pROVIDE HILTI XU PAF @ 24" OC INTO
RAMING INFO HSS. PROVIDE #8 EA SIDE @ EA STUD �
BUILT UP BM- REF PLAN
& SHEET 5-202 TYP
/
ATTACH UNIT TO WRB W/ MIN 4-
il2" DIAA3�7 BOLTS OR 1/4" HILTI
KWIK FLEX SCREWS @ 16" OC
ATTACH CRUB TO STRUCTURE
THRU C3 SHIM W/ 5/e" DIA THRU
BOLTS (3 PER SIDE) WI WASHERS—
�I NEWRTl1-REFPLAN
REQ'D ONLY IF CHANGES TO
EXISTING CURB IS REQ'D
RELEA5E0 FOR CONSTRUCTION
Suhjec� �o compliance with all regula�ions
04 S�a�e antl Local Codes
City of Carmel
`�y,:a���'.�`� �,�:;vaYa/„1��.
DATE: QZ�Z�J�2O
01
314••=1•-0••
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1 /8
I
VERTICAL SLIP CLIP CONNX
(SIMPSON SC325/97)
- �' - �� � �= =
SECTION AT STOREFRONT GLAZING
C3x4.1 x 0'-6" SHIM BiWN
RTU WRB & SUPPORT
ANGLE AS SHOWN ON PLAN
EXIST ROOF DECK (TYP)
LB x 4 x 5116" (LLV) BTWN
JOI5T5 UNDER UNIT CURBS
EXIST JOIST (TVP)
L2 x 2 x 1/4 FROM JST TOP
CHORD TO JST 80T CHORD
PANEL POINT EA SIDE OF JST
05 TYPICAL UNIT SUPPORT @ EXIST JOIST
314"=1'-0"
� PROVIDE VERTICAL SLIP
CONNX TO (E) BM
� 3625162-54 x 16" OC (TYP)
3625162-54 @ 16" OC
600Si62-54 @ �6" OC wl
600T150-54 EA END. PROVIDE
(2) HILTI XU PAF @ 24" OC INTO
HSS w/ #8 EA SIDE INTO STUD
EXISTING STOREFRONT,
BULKHEAD AND BRACING,
IF ANY TO�REMAIN. DO
NOT ALTER�:,
�COPE ANGLE & WELD
TO TOP CHOR� OF JST
�
EXIST JST
3116
3/i6
� �
L3 x 3 x 1/4 (TYP UNO)
PROVIDE ANGLES AS REQD
TO FRAME DUCT OPNG
NOTE:
TYP ROOF OPNG DETAIL
SHOWN APPLIES TO ALL
ROOF OPNGS. ANGLE CAN BE
OMITTED WHERE TWO DECK
FLUTES OR LE55 ARE CUT.
WHERE DIMENSION "E"
IS LESS THAN 6" ANGLE
MAY BE OMITTED
REQ'D ONLY IF CHANGES TO
B- B EXISTMG CURB IS REQ'D
L3 x 3@ DECK OPNGS
�L6 z 4 @ RTU CURBS
04 TYPICAL ROOF OPENING IN EXIST ROOF
314"=1'-U"
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Q DATE ISSUEDESCRIPTION BY CHECK
100] 19 DESIGN �EVELOPMENT
11 04.19 ISSUE FOR PERMIT
11 25.19 ISSUE FOR BIO
iQ 01.1I20 REV 1
PROJECTLOCATION:
CLAY TERRACE
14390 CLAY TERRACE BLVD
SPACE D13
CARMEL, IN 46032
AREA: 4,129 SF
SHEET TITLE:
SECTIONS & DETAI�S
PROJECTNO. 19122
STORENO. 1326
SCALE: AS NOTED
DATE: 11.042019
DRAWN BY:
REVIEWED BY:
SHEET N0.
S-201
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