Plans (11) BU P2018-00167
2 of 4
1o1a sL,, v ksh+ c1 s . - • City of Tigard
BC/13Q °) g - oo ) 6 / Approved Plans _
D�-RAWt3 BY
DESCRIPTION OFFt(' �opk' DIMENSIONS BY: REV CHECKED BY DATE
ENGINEERED SHOP DRAWINGS FOR SUBMITTAL / JC/JA 1/25/19
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- l _ _, _ l NOTE ! All dimensions must be guaranteed by the Customer or field measured by DeaMor
Associates, Inc. prior to fabrication. Your signature on the dimension line below states that the
dimensions shown in the block will be held, all custom materials will be fabricated to these same EIVED
- I dimensions and cannot be field modified.
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L ` 1 i Dimensions By: CSF flGAPD
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DU1LDlNG Dl1ilSlt��t
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' o Name Company Date
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GENERALNOTES - SKYLIGHTS
- -- -- 1. Skylights will be manufactured by DeaMor Associates Inc. Framing will be DeaMor Skylights
1 i --
standard fully pyramid skylight system as shown. Installation will be by DeaMor. o
CT) cn
`"-� - ; ,i• 2. These shop drawings are based on contract documents through 5/25/18. `"
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3. Reference structural calculations for design criteria. 0 0 D
-- i . --
-x- _ _ - _ - -. - - - — - ---; — -- - -- - o Ln r`
-- — I - 4. All fasteners will be non-magnetic 300 series Stainless Steel where indicated. Steel '� °' c
3 tici
- 1 . fasteners will have a corrosion resistant coating. Fasteners are designed for a safety factor •-
Iti .I •
` of 4 to 1. All exposed fasteners will be finished to match the skylight framing. �; �; o
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`^, .t. 5. Aluminum systems components will have a minimum 1 mil standard KYNAR finish to o a CD -
___. j conform with AAMA 2605. m CO
Color: Sunlight Silver (AIA 022Y)
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6. Glass make-up: 1-1/16" thick insulated laminated units (with a silicone dual seal) consisting o w °' Q
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of:
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1 U O LT < O
-- - - ' • Outer lite: 1/4" Clear Tempered glass w/ Solarban 70 Low-E (on surface #2)
Airspace: 1/2" Argon filled airspace (black technoform spacer)
' Inner Lite: 5/16" Laminated glass consisting of (2) lites of 1/8" Clear
{ Tempered glass
Lamina Interlayer: .060" Clear PVB
_ A VLT: 0.55
ler U-value: 0.47 0
:;a SHGC: 0.24
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Surface No. 1
"Exterior" C
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VALIDITY OF PERMITo
THE ISSUANCE OF A PERMITCD
BASED ON CONSTRUCTION Q
DOCUMENTS AND OTHER
-- I DATA SHALL NOT PREVENT
THE CODE OFFICIAL FROM
REQUIRING THE CORRECTION
3RD FLOOR OF ERRORS. OSSC 105.4
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\ ti ROOF PLAN - SOUTH
c ip NTS ARCH. REF. = A2.3.1
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Skylight Engineer Stamp 4Q LED iao ,71- a
D PROFS, o
,,>,NE���y �,
_A f OREGON 67,
Hcc "5►�YO2. e (4
Q F A. Job: 19005
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KEY PLAN I RENEWAL DATE:12/31/2019 Sheet Index:
Cover Sheet: CS
SHANE EMPEY STRUCTURAL Schedules: S1-S2
ENGINEERING, S.E.S.E. HAS Plans/Sections: PS1
SUPERVISED THE DESIGN OF
ARCHITECTURAL METALS IN REGARDS Details: D1
TO STRUCTURAL ADEQUACY ONLY.
S.E.S.E. IS NOT RESPONSIBLE FOR
DIMENSIONAL ACCURACY NOR THE
WEATHERING ABILITY AND/OR CS
PERFORMANCE OF ARCO_ METALS. CS
DRAWN BY
REV DATE
CHECKED BY
PARTS SCHEDULE FASTENER SCHEDULE /
1C/1A 1/25/19
NO. IMAGE TYPE SIZE LG. PT/ACC MATL. --
I
1 300
SERIES
„ 2 112 ^ : > HH WSW 1/4 1" A -
`�, STAINLESS
STEEL
1 - A
1- 11/2" 1 300
v , 2 1/2"
i .- c -'=.
SFr
117 ) HH WSW 1/4 1 1/2" B SERIES
' `10 ao 17/8" 1/2" _ -
, / _ _ 1" _ 1" 2" STAINLESS
/ i .— .i a
9/16" / , t / 9/16"
�' STEEL
N / I - 4 _ \ \ \ \ \ I- ----r-
i / / I i° N _NI I 13/4" 300
/ /
/ / - `-' \ � \ � \
r / / '� " " ' , �' 118Q ) HH WSW 1/4 13/4" A SERIES -
/ / STAINLESS
Py 2"
1/2" STEEL
2 1/2" 300
2 11/16" ,__-
J. SERIES
122 -0 > HH WSW 1/4 2 1/2" A -
STAINLESS
` STEEL
RB PP PC
ill o rn
1/2
2" RAFTER BAR PRESSURE PLATE PERIMETER CAP 1/2" SNAP CAP 300 °C
DIE#: 10948 6063-T5 LBS/FT: 1.792 DIE#: 10993 6063-T5 LBS/FT: .341 DIE#: 10988 6063-T5 LBS/FT: .583 DIE#: 10992 6063-T5 LBS/FT: .196 (NI
oeL
212 A� � ; TRUSS HEAD #8 1/2" w RUBBER SERIES - cri`° o 2
41/8" �� ��� TEK SCREW / STAINLESS o
WASHER STEEL 7 - Q1c
3 3/16" a. " to
—
t
c c a3
17/16" _ f ~��~1 c0 u a e
,' I j 315 4-4 POP RIVET STAINLESS - o _., -, a
S STEEL '- - �caL) co co :)
A ##A
ii.., // . \\
. \ j 0 4104°` _ I r** 3/4�r °
ti'! /77 Y//./---4% '►" �i►�' r. HEX HEAD CAP 300 SERIES LL a o
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��� 405 �� -I �int�i��i°��� SCREW PARTIAL 1/4-20 1" STAINLESS �' LL �'
/� '�.►'�► \ "' j' 17 .7 i 7 . 7 7 4 ■ THREAD STEEL
in / +�►�'
m / i\ \ \ \ \ \ NN \ \ \ \ \ \ \ \ *, \ \ \ \ .. \ 7 , �� ,- 3/411
N
IS� r PAN HEAD 300
Al �`4....v , A *OWN MACHINE - „ LOCK SERIES p
/ 4 5/16" j1 ,►,,� 595 ,- 1/4 20 3/4//��A i ,� '�+` , �� SCREW FULL NUT STAINLESS Z
*� �� "�✓ THREAD STEEL Q 0 E
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2-0 TB EAVE ANGLE 1/8" EAVE PLATE ASSEMBLY 2" HIP ASSEMBLY - TALL 1/8" THK. HIP PLATE SILICONE/RUBBER/PLASTIC SCHEDULE0 �N E
DIE#: 44543 6063-T5 LBS/FT: 1.552 6063-T5 SOCKET DIE#: 45138 BALL DIE#: 45141 6063-T5 6063-T5 oC Zrn
NO. DESCRIPTION COLOR SPECIAL NOTATION u o o o
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6" el DOW 791 SILICONE SEALANT - CONTINUOUS BLACK N/A 0 1 Q W
WEATHERSEAL JOINT a
13/16" 3/4" C I-=
�r 2 f� 1" DOW 758 SILICONE
- TOOLED SMOOTH WHITE SEAL VOIDS AT RAKES - UNDER EXTRUSION, EAVE PLATE &
_ , FLASHING AT CURB c ) Lij
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0 SANTOPRENE GLAZING INSERT BLACK 2" LONG AT GLASS 1/4 POINTS Q
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=co (NI RM GRACE ICE AND WATER SHIELD HT ROOFING BLACK N/A
( ) ( MEMBRANE
CSI \ / -
:-4 r " SB1 1/4"x1-1/8" SILICONE SETTING BLOCK BLACK 4" LONG AT GLASS 1/4 POINTS
Y
4„ SB2 1/8"x9/16" SILICONE SETTING BLOCK BLACK 2" LONG AT GLASS 1/4 POINTS L
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SP
ID (BR38) 3/8" DIAMETER BACKER RODBLACK N/A- CONTINUOUS ,. r,t.n N-
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1/8" THK. SPLICE PLATE 3/16" HIP EAR PLATE c - T
6063-T5 6063-T5 a , 3 0
3 55-DUROMETER SANTOPRENE, � � Q
GG18 1/8 x1/2 EXTRUDED GLAZING BLACK MECHANICALLY INTERLOCKED '0 o v
GASKET - CONTINUOUSo N
INTO THE FRAME AND CAPS Skylight Engineer Stamp sommiriVQ ; -0 coQ
AT MULTIPLE LAYERS: TAPE m
DOW RIGID 1 INSULATION BOARD -- F °�` o
413) - CONTINUOUS PERIMETER AND SEAMS - AO PR �,
NOTCH AT WEEP VALVES v ��69 F,�9 :r
FT114 NORSEAL V740 FOAM TAPE 1/4"x1" BLACK N/A ! ,Veit/Irmo'
o�ooN
- CONTINUOUS 4'
F A.00 Job: 19005
TB PVC THERMAL BREAK SPACER _- N/A I RENEWAL DATE:12/31/2019 Sheet Index:
- CONTINUOUS ! Cover Sheet: CS
SHANE EMPEY STRUCTURAL Schedules: S1-S2
ENGINEERING, S.E.S.E. HAS Plans/Sections: PS1
SUPERVISED THE DESIGN OF
ARCHITECTURAL METALS IN REGARDS Details: D1
6 WEEP VA LV E 1.0 -- 3" FROM RAFTER/RAKE C/L TO STRUCTURAL ADEQUACY ONLY.
S.E.S.E. lS NOT RESPONSIBLE FOR
DIMENSIONAL ACCURACY NOR THE
WEATHERING ABILITY AND/OR
PERFORMANCE OF ARCH'L METALS.
DRAWN BY
REV DATE
CHECKED BY
FLASHING PROFILE SCHEDULE / iC/iA 1/25/19
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Skylight Engineer Stamp Q to 2 NI -0•00
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F A. Job: 19005
Sheet Index:
I RENEWAL DATE:12/31/2019 I Cover Sheet: CS
SHANE EMPEY STRUCTURAL Schedules: S1-S2
ENGINEERING. S.E.S.E. HAS Plans/Sections: PS1
SUPERVISED THE DESIGN OF Details: D1
ARCHITECTURAL METALS IN REGARDS
TO STRUCTURAL ADEQUACY ONLY.
S.E.S.E. IS NOT RESPONSIBLE FOR
* DIMENSIONAL ACCURACY NOR THE
= DENOTES FINISHED SURFACE WEATHERING ABILITY AND/OR S2
PERFORMANCE OF ARCH'L METALS.
DRAWN BY
REV DATE
/ CHECKED BY
/ JC/JA 1/25/19
7'-5 1/4" OD CURB (FINISH)
i
3'-8 5/8" OD CURB - CL RAFTER 3'-8 5/8" CL RAFTER - OD CURB
6'-0" CLEAR ID FRAMING
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Sheet Index:
IRENEWAL DATE:12/31/2019 I Cover Sheet: CS
SHANE EMPEY STRUCTURAL Schedules: S1-S2
ENGINEERING, S.E.S.E. HAS Plans/Sections: PS1
SUPERVISED THE DESIGN OF Details: D1
ARCHITECTURAL METALS IN REGARDS
TO STRUCTURAL ADEQUACY ONLY.
S.E.S.E. IS NOT RESPONSIBLE FOR
DIMENSIONAL ACCURACY NOR THE PS1
WEATHERING ABILITY AND/OR
PERFORMANCE OF ARCH'L METALS.
DRAWN BY
REV DATE
CHECKED BY
/ JC/JA 1/25/19
, 2 3/8" 4 3/16" 2 3/8"
...., ..-
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Skylight Engineer Stamp Cj .,,,t2(/) tor-4 .6100i cli .Lt<••
ce "
.,f„ 1/2" ?7,7)
18 GA MIN. METAL STUD CURB41111 ....I.
4.5° M1 0
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- BY OTHERS ..•....:.
WORKPOINT(FLAT) 8„/ 6" 3/4"
.01.
CURB BUILDUP . '--
- BY OTHERS OD CURB (FINISH) .... ......
-- , SEE TM RIPPEY DETAIL ./.1 aREGoN ap4„.
ROOFING/FLASHING WRAPPED 2 /52 . 3 . 1 FOR CURB ViNsvos.1 446
OVER TOP OF CURB
- BY OTHERS 3 EAVE DETAIL @ RAFTER CONSTRUCTION . 4 HIP DETAIL AT EAVE 'It A.00 Job: 19005
D l 1/2"=1.'-0" ARCH.REF.= D 1 HALF SCALE ARCH. REF.= NONE I RENEWAL.DATE:12/31/2019 I heet Index:
Cover Sheet: CS
SHANE EMPEY STRUCTURAL Schedules: S1-S2
ENGINEERING, S.E.S.E. HAS Plans/Sections: PS1
SUPERVISED THE DESIGN OF
ARCHITECTURAL METALS IN REGARDS Details: D1
TO STRUCTURAL ADEQUACY ONLY.
S.E.S.E. IS NOT RESPONSIBLE FOR
DIMENSIONAL ACCURACY NOR THE
WEATHERING ABILITY AND/OR D 1
PERFORMANCE OF ARCH'L METALS.
. .. . ..