BLD20000424 (2)PROJECT DATA 23031 S.R. 99, Edmonds, Washington 98026 ""'Natiiiii C1 I TY 0 F EDMONU3
ButLDING DEPARTMENT all on
Address: 23031 S.R. 99 Edmonds, Washington 98026 W 0 R K _4 r-61 Trr. fo�&%fjf;n
doveming Codes..b,..___ 1997 UBC ADDRESS jtEaQ:Z4(
OWNER r,
tedar FIL 1.1
Municipal Code: CG: General Commercial 01 — SO, Futlim 13 PL 5 W 112 FL -I
pruce St 0 st sw
APPROVED DATE: uct 51 j 5 _5 g: r a 0 PAPK
Sotuto I-) S1,16 of
jt� PL 0 Lawel Ertmondi. 213 St SW
214 PIL 214 PL SW RrDV
& 213 PL SIN
'9 W
�.aviel Way Ln L'amp'l "to ca
BLDG* OFF ICIAL 71 214 PL SW CL St SW 215 St SW opoo V?I 21.5 St SW 15 St
Assessor's Tax Numbers: 5767-000-014-0907 215 St 215 St SIN I WJI _j
0i to 14
;4 SIN 215 PL W 215 PL SW IL 215
6% lit it -C I
- 216 St SW 3:
G
W I is St Sw
P St a16 3: 1 !16T�pt SW 216 St SW I
MU"MBER
st
217 SWj CD
South half, Tract 15, Skelton's Lake McAleer 5 acres tracts BE 3t W 6
Legal Description: :z ��T !�4_. ze, OR 4 STEVENS C,
CII Chase
41 *�;Tl ; �,14 11.
uj� _F4 0_�- SW 218 St SW HOSPITAL
a U 717PL
0 218 218 39t S N 40
according to the plat thereof recorded in Volume 6 of plats, ap
LBJP . L
219 St SW 2
219
tiIi, il� < I
-sk: 0. (L Ln
I in
in I U
219 St SW
Z- St SW
'. -.% -
AV III - 1 ii.w �j 4220 0*1 SW "I
Lr j _j i A
.V_1 � T. a. 219 St Sw
Page 21, Records of Snohomish County, Washington. r.4
or St 9C )0 O'�
It T
St SW
Elm Z20 PLI ;W
OC W
S44. . eL
0 0 W
in, sk 221 PL SW
I A I so rl", I.
.. <'I 0 221 PL W
rch PL frsw
Occupancy Groups: B (Business) /S,j (Storage) (UBC Table Wo#vw-hazard storage 1.:. -41 tl,ltll,� It 222 S Ist SW I
00 1l1I;r11A11 It sw 222
at Ele SIN
ple fz r.'I , 13C 222 St 9W
f 11,1.te
3:
occupancy Or School 223 St SW
�;;T -, W4
I
223 St SW
rIll,:4 VIA
Chase
12� L�r Birch St St Sw Lakiq Park Part,
41 14 St SW 224 St Isw r
Vay
224 St Sw
JF^.
> It SW
It .41 - 3; C
Ni _S 11 .11-4, -T-I j CC 3t V Q
Fire Ratings Between Occupancy (UBC Table 3-13): 22; ... IN _#^
225 31: 225 PL 225 PL�' 3C SW 3: 224 PL SW
Fr,-, 3: 22;
411 111
SW (jr)
0 a , SW
L*,z C!III 1 L_ 1� Ze e6 2261 St SW
Group S �A %1 226 PL S I --I e 2. X 1 25 SW
_1� ...... It — L 'I M gw 14 —
227
_116 226 PIL 6ft To*
MIFVY PL SW SW up 34
Between "B" and "St": One (1) Hour - [;Iarrriatery 4,41 22 do 0wo PL St SIN
I Nz
S1 '14
SW 3t 139 St 1`1111
1 228 sw
4K 228 St
228 NPL SW N
228' St
st It A
28 SW
�-A I * z Is%
>
PIL 2 229 a! 230
230 230 St $W 230 S t
230 St SW
Construction Type: V.- N
Ad
a�� Far J .44 S�
Edmond
5 2*0 it %0. Firestation
0
(D 231 St SW
ro
231 V4
it SIN
Occupant Load (U BC Table 10 S. F. /0. L. Q
'd 01 232 51 SW 232 St SW *4L
itim, � .- . . $W 232 St SW L13 ILL,
r It I gmt :-Sj 3: 1 23 a RPM
16' P, 1 2 PIL ;W 31! Ballinger el
)p k 233 St SVV vL 33 PL 232 IPL 232 PL
INK �19
11Fh 9runi 233 PL SW Golf Course SW Fir
ca W T4
Building I 03:1r- 234 St (SW ?c W 234 $1 Irz Sw 4,11 ?y s, ---
It X 1.1 icle L it 233J PIL SW S
im 234 St SW
CITY OF EDMONLX3 I o .1 19 1 234 PL SW W
1116 11, 234 PL
Office 1,200 100 = 12 Tl% 235 St Wawa LAIIPJ CLU memodal
kr 235 4C 4C 235 IRK! Beach
'5 sit di X plit p7s'w & i�s 70 X
300 = 11 BUILDING EPaRTMENT, to 3!F 00 Id. 235 St SW vI
Pool 236 St SW sw 236 RIDE It SW PI ae 7 Park \ in
Storage 31280 r. 236 PL S lip I - �1: I � st i I 1 236 St SIN
WORK rov, MAIIII I !to I e� I I I
36 Ulf Cc �.! �: I`I, - , .1 111 ( +
2 PL 5-chot] 4s
co X. k,, 23
4F 1 usia 237 St SW
237 PL SW
F�x S lt�: 11I Nit pie
a
ADDRESS NNN 238 St S -j"
Building 201OW 2381 St SW
?L— L MYSTERIOUS
39 PL I. Ln ISLAND
239 St S* Tem
Sw 20 fo Load"
IL Ary
Storage 4�480 + 300 15 OWNER (ant M seen
40 5. ,tv r Ito
Lq4O St 5! SWI t SIN 0 "Il. I, Country 15C 000 (53ii,
Go I I �J_ - N - rnl .1stsw % �-,
L 240 PL IS:
SIN [mi PL SW 240 St
Yll
PIL SW
Building 3 410M APPROVED DATE: r- won 1 79 CL 243 St sw
;X 1242 St SW -r. 1; 7N 47PIlew C j 141, 1?
_&
Storage 137 440 300
41f 81.1DIG. OFFiC;IAL ROBERT UTTtRFIELD
9
STATE of WASHING
6
Building 4
44 It 1
I
41480--o 300 15 'VICINIT
Storage
Seismic Zone: 3
ol Pu" BY PL NING%
Z011%4E
Building Datums: SETBACKS,
FRONT
A* -
RE-OBUILT OR
ALL NEW, EXTENDEM
Building 1 394.17
Y AND/OR SIDE
CTRICAL UTILIT
1 IR
IF
lit. it
, f�'; %,4 11111111117. -. 1 4
C"I �-, 1. .0 '1 1!71
RELOCATED ELE
_Y 0 F E M
J If 7, UNDERGROUND
k_T SERVICE SHALL BE PLACED R'"I
71 .;44
it
",'4 OTHER
Building 2 391.86 B UIR I L D`\ I INg G I` E P R T M E IN T
WORK
4 Tilt
�; o..%% tiliI,
.40 - 4 . - 4 �%. 6" % ll. tilitl, .1 1:
14 it It P It ; I . .� ..4 ". "I ill
L
it Fill �q III 1 4"1
2, -, (� �__ 1" ..1
I t.-to-4.
Building 3 386.11
It 0*4 IP-, "4 01
e., Vj
4-i
'I I-h , It Ilk IL e�o -I
owNiE n
It
ie- a I:.! 'LING INDFOX
ADDRESS MOIRA%
M.
Building 4 380.36
t 4.; 4koit.
d
A
Zell-
.4.4 W*
It L -lL
APPR'OVED DATE: rec IIit+ vi�
hill We
%Pf CITY OF EDMONDS
0 I-FICIAL
F 'WVER BUILDING DE RTMENT
P C1 Cover Page WORK _m P1
U= M I T N U011 M B w-- w-% Cover Sheet/Site Plan
= C2 /7
Building 7 386.11 Existing Conditions Map ADDRESS 6-1.-
C3 Clearing, Grading and T.E.S.C. Plan OWNER 0,
Q4
clearing, Grading and T.E.S.C.
Notes and Details APPROVED DATE
C5
Paving and Drainage Profiles BLDG, OFFICIAL
Building Square Footages: C6
t10 Wtd t CREDITS.,— C7 Roadway and Drainage Profiles PERMIT NUMBER
Building 1 C8 Roadway and Drainage Profiles �� & I
Q
Roadway and Dro%inage Profiles
(B) Office 1 200 s.f. BUILDING OWNER: C9
'64 Storage 3 2va s.f. Paving and Drainage Notes and Details
a tj_ Dr. DENNIS CHINN C10 Paving and Drainage Notes and Details
otal---- 41 1W a r 23031 S.R. 99 C11 Sanitary Sewer and Water Plan
EDMONDS, WASHINGTON 98026 Q12 Sanitary Sewer and Water Notes and Details
Building 2
Tel. (425)455-4859 Fax (425)455-4859 Ll
61 Storage 4,480 s.f. r i e Landscape Plan
Structural Notes
11"InLAI
Building 3 4- MI&MV&
ARCHITECT:
41 Storage, 11' Floor 6,720 s.f. drM
n 10A
n' Floor 61720 s.f.
61 Storage, 2 BUTTERFIELD DESIGN GROUP 0I
Total 13,440 s.f. 400 DAYTON STREET, SUITE C
ram dr-reWPY-5
EDMONDS, WASHINGTON 98020
Q-1wo -0-6
Building 4 re Tel. (425) 775-0564 Fax (425) 776-5746 all EFFECTIVE T
41l, Storage 4,480 slif. r it
Site Plan
STRUCTURAL:
t Site Details & Landscape Plan
BAKER ENGINEERS, INC., P.S. Site Details
a P.O. BOX 1697 Al- Bldg. 1 & Office/Storage Floor Plans & Elevations AIR
LYNNWOOD, WASHINGTON 98046-1697 A2 EFFNECTIVE
Bldg. 24WStorage Floor Plans & Elevations 9
Tel. (425) 771-6666 Fax (425) 771-6558 A34; Bldg. 3 & 7/Storage (2 Story) Floor Plans & Elevations
i Clow.-
.4 , 0.0
4-
A4_ Bldg
4,1WIstorage Floor Plans & Elevations
CIVI L:
Building 7 (fbWADJ+-7-I�Q A5
V
IV 14 Room Finish Schedule
is GROUP4 I., - r
61 Storage, 1" Floor 617 0 s.f. ions
A6_ Sect"
61 Storage, 2nd Floor 61720 s.f. 16030 JUANITA-WOODINVILLE WAY NE Details
L
Total 13,440 slif. 11.01I BOTHELL, WASHINGTON 98011 AIS
ep Interior Elevations & Office Plan 00
Tel. (425)7751-4,58,1- Fax (2 6)362-3819 A9 Office Power & Lighting Plan & Office Sections
CA "AlAt.I.Iiii, XAQi
cc M CITY OF EDMONDS
CITY OF EDMONDS
BUILDING
K DEPARTMENT -BUILDING DEPARTMENT
OFF-STREET PARKING WORK
5Mf!LV Polk
4-ft
/99 WORK I I U.
ADDRESS -20
co
4 Z_q� f
Required: c III, T
ADDRESS
EZC 18.95.020.A.3 4") (-001 L;D I dCj OWNER ion
a maximum of fifty percent of the total provided parking spaces may be sized at reduced width... OWNER M-M.M. r,
; f 1. 2L
A03 I r U1
EZC 17.50.021D.LiAd PPROVIED DATE: j ,
4DO squarefeet., -on - N jZ, Ji Ar� I, ily
"Business and professional offices wfth on-sfte customer services: one space per j )Q6 L j
"j), ,�, ��
APPROVED DATE
EZC 17.50.020. BLDG. OFFICIAL c) U,
"Storage warehouse: one space per employee. BLDG. OFFICIAL
EWA(
Building 1 VNIF
Office 3 Stalls PERMIT NUMBER I
PEFIMIT -NUMBER 4Pz(;oq2_.j,
Storage Provided by Office -,�L "7
&
Building 2 Provided by Office fl::� t f 57"Ift�� I _30) Iq "I OC T 2 11999
Building 3 Provided by Office Any request for modification, varliance or DEVELOPMEivr
Building 4 Provided by Office SPECIAL INSPECTIONS HAVE BEEN CALLED FOR ON THIS PROJECT AND other SIERVICeS C]r
C/ OF 8
ED 4)RAWN RY:
ARE NOTED ON THE APPROVED CONSTRUCTION.PLANS AND BUILDING administrative deviation (here ' inafter "Yariance) lfok6s
must be specifically called
out and lidentlined.
PERMIT. IT IS THE OWNER AND/OR CONTRACTORS RESPONSIBILITY Approval APPROVED:
It of any plat or plan &
nw-wrwvw I TO ASSURE THAT REPORTS ARE PROVIDED TO THE CITY IN A TIMELY ii containing
islons W I REVISIONS,#
prov hich do DOt cOmply with city code
MANNEIL ]BE ADVISEDMMI[F SPECIAL INSPECTION REPORTS ARE NOT and for which a variance has not been
Total Number Required 3 Stalls FORTHCOMING, THE BUILDING OFFICIAL MAY ISSUE A STOP WORK specifically identified, requested and considered
AND NO CITY INSPECTIONS WILL BE PROVEDED UNTIL SUCH TIME AS by the appropriate city official n accordance
Provided THE REPORTING AGENCY 1E[AS COMPLIED AND REPORTS ARE with the appropriate provision Of city code or JDATE:
Full Size 2 Stalls REVIEWED AND "PROVED BY THE CITY. state law does not approve any items not to code SCALE:
ADA Accessible 1 Stall specificaition,
Total Number Provided 3 Stalls SHEET1111
COVER
vi t!"'I
F
Total Site s.f. 108,225 s.f. mow
77
S jwf000;
Ll 4 13 P-L
15 St SW
S, //216 S
W
-,2. 41b
4-
IN I J
Previous s.f. 11 970 s.f.
A
JJ
"Ims: j
Impervious si.f. 96,225 s.f.
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TO 24�511 WIDE 5TRIPS OF WELDED WIRE FA5RIC; AT BEARING WAL�-S. Wr;z�DED WIRE FABRIC
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A. F15ERME5H - ADD TO CONCRETE t IN5TALL 10ER MANUFACTURER'5
RECOMMENDATIONS
5. LUUr- roXro WIAXLUI.4 6 5LAB D051ED 2'-0" MAXIMUM O..C, EACH U)AY
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N RETE & CMU STRUCTURAL NOTES
(425) 827-8938 FAX 827-3482 METAL SYSTEMS INC,
711 ST. HELENS, SUITE 200, TACOMA, WA. 98402 (253) 572-4440
MAIL: admin@douglasengr.cncdsl.com PO BOX 79, ROSEVILLE, CA. 95678 (916) 786-8926
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CONCRETE CMU.,- STRUCTURAL NOTES
CODE
UNIFORM BUILDING CODE - 1997 EDITION
GENERAL
1. STRUCTURAL SYSTEM TO CONSIST OF ROOF AND FLOOR SYSTEM WITH GAGE METAL PURLINS
DECK AND INTERIOR AND EXTERIOR WALL STRUCTURE BUILT WITH GAGE METAL STUDS
WITH MFTAI. C,1..ADDTNCi nR WTTH GN WAI-1-S, R(11131K Tn BE FSICINED UNDER
FOLLOWING PARAMETERSi
A. ROOF AND FLOOR VERTICAL LOADS TO BE SUPPORTED BY METAL DECK SUPPORTED
BY GAGE METAL PURLINSi BEARING ON THE INTERIOR OR EXTERIOR GAGE
METAL STUDS OR CMU WALLS.
D, TECH -FAST METAL SYSTEMS, INC, TO DETERMINE WIND AND SEISMIC LOADS
ON ENTIRE BUILDING STRUCTURE, AND DISTRIBUTE LOADS THROUGH METAL
BUILDING ROOF STRAPS AND METAL FLOOR DIAPHRAGM TO THE INTERIOR AND
EXTERIOR METAL, CMU, OR CONCRETE SHEAR WALLS PER UBC CHAPTER 16, TECH -FAST TO
SPECIFY ALL LATERAL SHEAR LOADS TO BE RESISTED BY CMU WALLS, ROOF
STRAP BRACINGi FLOOR DIAPHRAGM, AND METAL SHEAR WALL DESIGN TO BE BY
TECH -FAST METAL SYSTEMS., INC, INCLUDING ATTACHMENT OF ROOF STRAP BRACING
AND FLOOR DIAPHRAGM TO CMU WALLS AND METAL SHEAR WALLS TO FOUNDATION SLAB,
C, TECII-FA%ST METAL SYSTEMS, INC, TO DESIGN CONNECTION OF ROOF
TO CMU WALLS AS REQUIRED PER UBC CHAPTER 16 AND UBC TABLES 16-H
AND 16-0 FOR LOADS ACTING PERPENDICULAR AND/OR PARALLEL TO WALL,
AS WELL AS TRANSFER OF PERPENDICULAR CMU WALL LOAD THROUGH ROOF
STRAP BRACING AND FLOOR DIAPHRAGM TO METAL OR CMU SHEAR WALLS,
D. FULL HEIGHT CMU WALLS AND MULLIONS DESIGNED BY DOUGLAS ENGINEERING AS AN
EQUIVALENT SIMPLE BEAM SPANNING VERTICALLY FROM FOUNDATION TO FLOOR OR ROOF
FOR LOADS PERPENDICULAR TO WALL PERUBC TABLE 16-0, AND AS SHEAR
RESISTING ELEMENTS FOR LATERAL LOADS ACTING PARALLEL TO WALL, FOR LOADS
SPECIFIED BY TECH -FAST
E. 16 AND 26 INCH WIDE CMU WALL MULLIONS BETWEEN DOORS CAN NOT RESIST ANY LATERAL
WIND OR SEISMIC LOADS OTHER THAN THEIR OWN SELF WEIGHT,
2. DESIGN BASED UPON BEST INFORMATION OF EXISTING CONDITIONS AVAILABLE TO
DATE. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND FIELD CONDITIONS, AND
NOTIFY TECH -FAST METAL SYSTEMS AND/OR DOUGLAS ENGINERING AS APPROPRIATE
OF ANY DISCREPANCIES BEFORE PROCEEDING,
3, CONTRACTOR SHALL PROVIDE ADEQUATE SHORING, BRACING, GUYINGo ETC1 AS
REQUIRED DURING CONSTRUCTION IN ACCORDANCE WITH SOUND PRACTICE AND ALL
LOCAL, STATE, AND NATIONAL CODES,
4, ALL CHANGES AND/OR SUBSTITUTIONS OF STRUCTURAL ITEMS SPECIFIED ON THESE
DRAWINGS MUST BE APPROVED IN WRITING BY DOUGLAS ENGINEERING,
FOUND6TION DESIGN --LOADS
ROOF DEAD LOAD. 6 1 . I I I Itil 4 PSF
ROOF LIVE LOAD,,,,,,, lial 25 PSF (snow)
FLOOR DEAD LOAD, I I i I 1 1 4 55 PSF
FLOOR LIVE LOAD.... 100 PSF (Light Storage)
125 PSF (Corldor & stairs)
PARTITION DEAD LOAD 3 PSF (interior)
4 PSF (exterior)
80 MPH (Exposure C, 1 1. 0)
WIND LOAD 3 Z=0' 3, Ca= 0. 33, 1 1. 0)
SFTSMIC 70NE
FOUNDATION
1. 2500 PSF DESIGN SOIL BEARING ASPER GEOTECHNICAL ENGINEERING STUDY DATED
AUGUST 4. 2000 BY GEOTECH CONSULTANTS, INC, (REPORT NO JN 99292)
2, ALL FOOTINGS AND SLABS ON GRADE MUST BEAR [IN NATIVE SOILS OR ON STRUCTURAL FILL
OVER NATIVE SOILS AS PER THE GEOTECHNICAL ENGINEERING REPORT
3. STRUCTURAL FILL SHALL CONSIST OF MATERIALS AS PER THE GEOTECHNICAL ENGINEERING REPORT
STRUCTURAL FILL UNDER FOOTINGS AND FLOOR SLABS SHOULD BE PLACED IN THIN HORIZONTAL
LIFTS NOT EXCEEDING 12 INCHES IN LOOSE THICKNESS, EACH LIFT SHOULD BE COMPACTED
TO AT LEAST 95 PERCENT OF MAXIMUM DRY DENSITY, AS DETERMIND BY ASTM TEST
DESIGNATION D-1557-78( MODIFIEDPROCTOR).
4, RETAINING WALL DESIGN VALUES
ALLDWABLE BEARING --------------------------------- 2500 PSF native soil)
EARTH LATERAL PRESSURE (active) --------------------- 35 PSF FT EFP
(at res-0 --------------------- 35 PSF FT EFP + 1OPSF/FT UNIFORM
PASSIVE PRESSURE ----------------------------------- 300 PSF Y FT
FRICTION -------------------------------------------- 0. 50
REINFORCING STEEL
1, ALL REINFORCING STEEL SHALL BE DEFORMED PER ASTM A615 GRADE 40 OR GRADE 60,
IN CONCRETE. # 5 REINFORCING IN CMU WALLS MUST BE GRADE 60j
LAP CONTINUOUS REINFORCING PARS 40 BAR DIAMETFRS, 24 INCHES MINIMUM., UNLESS
OTHERWISE NOTED, AT ALL SPLICES, CORNERS AND INTERSECTING WALLS,
2, PLACE REINFORCING STEEL IN ACCORDANCE WITH UBC SECTION 1907 AND THE ACI
MANUAL OF STANDARD PRACTICE OF DETAILING REINFORCED STRUCTURES,
COVER TO MAIN REINFORCEMENT TO BEt
FOOTINGS BOTTOM UNFORMED SIDES 3 INCHES
TOP & FORMED SIDES 2 INCHES
FORMED SURFACES WEATHER FACE 2 INCHES
INTERIOR FACE 3/4 INCH
SLABS TOP SURFACE 1-1/2 INCHES
BOTTOM SURFACE 2 INCHES
3, WELDED WIRE FABRIC SHALL BE IN ACCORDANCE WITH ASTM A-185, WELDED WIRE
FABRIC SHALL LAP ONE FULL MESH AT SIDES AND ENDS.
CONCRETE
1, FOOTINGS SLAB ON GRADE, F'c 2500 PSI (28 day compressive strength)
2. DESIGN MIX FOR 2500 PSI CONCRETE TO BE A MINIMUM OF 5 SACKS TYPE 1
CEMENT PER CUBIC YARD CONCRETE, MAXIMUM OF Ga I GALLONS OF WATER
PER
SACK CEMENT, MIXING AND PLACINGOF ALL CONCRETE AND SELECTION OF
MATERIALS SHALL BE IN ACCORDANCE WITH UBC SECTIONS 1903 THROUGH 1906,
AND ACT CODE 304-896 ALTERNATIVE DESIGN MIXES MAY BE USED ONLY IF
SUBMITTED TO AND APPROVED BY DOUGLAS ENGINEERING.
3. AG15REGATF TO CEMENT SHALL BE SUCH AS TO PRODUCE A DENSE WORKABLE MIX
WITH A 5 INCH MAXIMUM SLUMP WHICH CAN BE PLACED WITHOUT SEGREGATION
OR
EXCESS FREE SURFACE WATER. WATER CURING SHALL BE USED. AIR ENTRAIN
ALL HORIZONTAL FLAT CONCRETE EXPOSED TO WEATHER WITH 4% TO 7% AIR BY VOLUME.
_RLINFORCED HOLL[JW CONCRETE M6�j[JNRY
1, HOLLOW CONCRETE MASONRY UNIT WALLS SHALL BE CONSTRUCTED OF GRADE N,
TYPE I UNITS CONFORMING TO ASTM C90, AND SHALL HAVE A MINIMUM
COMPRESSIVE STRENGTH OF 1900 PSI PER TABLE 21-D OF THE 1997 UBC.
MORTAR SHALL BE TYPE"M'v OR TYPES"' PER TABLE 21-A OF THE UBC, GROUT
SHALL BE COURSE TYPE, ATTAIN A MINIMUM COMPRESSIVE STRENGTH OF 2,,000
PSI AT 28 DAYS, AND CONFORM TO TABLE 21-B OF THE UBC,
2, DESIGN f'm 1500 PSI WITH ONE-HALF ALLOWABLE STRESSES USED. SPECIAL INSPECTION
NOT REQUI-RUlf'E-XCEPT ALL LOWER LEVEL CMU MULLIONS AND
A NG 3 & 7 REQUIRE.LE CIAL IN5PECTIUN PER UBC 17Q
T
IALSj TESTMN�IAND PERIMC___TNSPEC_TIONS SHALL BE AS PER CHAPTER 21
OF THE UNIFORM BUILDING CODE AND/OR AS PER BUILDING DEPARTMENT REQUIREMENTS,
ALL BLOCK WALLS SHALL BE LAID RUNNING DOND� EXCEPT FOR 1610 CMU WALL MULLIONS
WHERE SPECIFIED NOTIFY DOUGLAS ENGINEERING BEFORE START OF CONSTRUCTION IF
BLOCK WALLS TO BE LAID STACK BOND.
3. SEE DETAILS POR ALL REINFORCING REQUIREMENTS, ALL CELLS WITH WITHOUT REINFORCING AT
CMU SIDE WALLS AND ALL WALLS AT BUILDINGS 3 AND 7 TO BE SOLID GROUTED, ONLY CELLS WITH
REINFORCING AT END WALL AT BUILDING I TO BE PARTIALLY GROUTED (GROUT CELLS WITH REINFORCING
ONLY). UNLESS OTHERWISE NOTED ON DETAILSj FOLLOW LOW LIFT <5 FEET MAXIMUM) OR HIGH LIFT
(WITH CLEANOUTS) GROUTED CONSTRUCTION REQUIREMENTS PER UBC SECTION 2104,
4, IN ADDITION TO THE TYPICAL VERTICAL REINFORCEMENT SPECIFIED IN THE
DETAILS., PROVIDE ONE #5 VERTICAL BAR AT (A) CELLS NEAREST SIDE OF ALL
OPENINGS,, (B) CELLS AT WALL CORNERS, (C) CELLS AT WALL INTERSECTIONS,
AND (D) CELLS NEAREST FREE ENDS OF WALLS,
5, ANCHOR BOLTS IN CONCRETE SHALL BE AS PERASTM A-307,
A 05-01-00 ISSUED FOR fDEFRMIT
AS, 08-0-1-00 46 NOT D
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OPTION 15 ANC) C: MAY 5E U$ED IN LIEU F15ERME$H IF U6ED OVER IN ENTIR�-: $L.4p�3
A, FlfBERMESH - ADD TO CONCRETE 4 INSTAtLL PER t1ANUFACTUIZIER15
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909 7th Avenue Suite 201
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(425) 827"-*o8938 FAX 827-3482
Nfil Ifi
E—MAIL: DOUGLSENGR@AOL.COM
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CONCRETE &,CMU, STRUCTURAL NOTE.
CODE
UNIFORM BUILDING CODE - 1997 EDITION
1, STRUCTURAL SYSTEM TO CONSIST OF ROOF AND FLOOR SYSTEM WITH GAGE METAL PUIRLINS
e.,
MCIAL. STUD��,
DECK AND INTERIOR AND EXTERIOR WALL STRUCTURE BUILT WITH GAGE
WITH METAL CLADDING OR WITH CMU WALL1 BUILDING TO R[ DE'_Q;'TGNE_D UNDFr)
FOLLOWING PARAMETERS�
A. ROOF AND FLOOR VERTICAL LOADS TO BE SUPF'ORTED BY METAL DF. Ifif"TED
'X TF ?
BY GAGE METAL PURLINS4 BEARINCS ON THE INTERIOR OR, I, _RRIR GA61'
METAL STUDS OR CMU WALL.S.
D. TECH -FAST META� 'SYSTEM", INC. TO DETERMINI WIND AND S(AIL,mir,
%.�p .1 �.,p
ON ENTIRE BUILDING STRUCTURE, AND DISTRIBUTE, I-DAW.) ]HROUGH KfAl
BUILDING ROOF STRAPS AND METAL FLOOP DIAPHPAGM fij ri-if-, INTER`101`.� AND
EXTERIOR METAL, CMU OP CONCPE7E SHLAR WALL�k, FIF-P UBG CHAPIFR 1('�,
1p
SPECIFY ALL. LATERAL SHEAR LUAVE TO BE PE`�, I Sorf,�'D BY (,MU WALLS. PHI'll
xj %.j
STRAP BRACING, FLOnR DIAF-1HPAGM, AND METAL �of,IKAP WAI-1. Dr,,- I GN '111 J`f` BY
TECH -FAST METAL SYSITEMS, INC, INCLUDIN6 m,rACAIMEN1 FIF R06F W,'AI,'1N(i
AG AND MFTAL SHFAP WALL A- 'ff.) F'OUNDAII[011 1%1,AR
ANDFLOOR DIAPHP N TO CMU WALLS
C, TECH -FAST METAL SYSTEMe", INC. TO DES1 GN CUNN14criro-i of,
TD CMU WALLS AS REQUIRED PER UK CHAPTER 16 AND 1-11" Aj I(
AND 16-0 FOR LOAD" ACTING PEPPENDICULAR AND/1111 flAkk 1-11. TO WAI 1�y
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2. DE31"GaN BA.SED UPON BE�T INFOPMATION OF �X!4-xl lNf:j (�LJHfll I AVAII Aff[A 11-1
r-
DATE, CONTPACTOR SHALL VERIFY ALL DIMPTOJIUNS? AN[) FIK[f) (JINDJT'104_�j 04
-AST �r�% -LA' ENFi0l4FP1N(" AS APPROPRIAff-
NOTIFY TECH-F 1:� METAL �>YSTEMS AND/OR DDIP"I
OF ANY Dle3CPEPANCIESI�' BEFORE PROCEEDINCt,
3. CONTRACTOP SHALL PPOVIDE ADEQUATE ->HOPING, BRACIN6, GU� ( N C-4, �.-T ri:�
REQUIRED DURING CONSTRUCTION IN ACCORDANC� W11H 1�171UND l`1pACT1(_J_' AND A11
LEICAL, STAIL, AND NATIONAL CODE._�,
4, ALL CIHANG_E',S�' AND/OR SUPSTuvrint-is of-- 'SJRUCTURAL JIE14S SPL'CIVIED ON "114"L
AW N.3., M A V D IN WRIT NG BY DOUGLAS UNIGINEERING.
FOUNDATION DEU --N J6:)�
_LL L -
ROOF' DEAD LOAD. ...... 4 PSF
ROOF LIVE LOAD, 25 PSF (snow)
FLOOR DEAD LOAD, 55 psF
FLOOP, LIVE LOAD ..... . 100 PSF (Light,
125 PSF (Corldor i�tairs)
PARTITION DEAD LOAD .. ........ 3 PSF (Interior)
4 PSF (exteric)r)
WIND LOAD ........... ...... . 030 MPH (ExposlAre G., I
SEISMIC ZONE 3 Z = 0, 3, C O� �3'2, 1 1. fi)
.1. 1. r ll.
FOUNDATION
7 t
L 25100 P<JF DESIGN 'SDLI� BEARING AS PEF: GEOTECHNICAt. E_N(ANEER1N(__3 S'IFUD� DAU'D
I- - � i"FIDEIRT NO JN 99��'92)
AUGUST C c"0010 T?V GFOTECH CON 'S�ULTANT<S, IiNf,p
2 ALL FOO T11 NG%S' AND '�LABS' ON GRADE MU ""'I" BEAR 1IN NAI f K SH � I S OF ON `,eJP1A'1 URAL 1` 00 1..
5
OVER NATIVE SOILS, A'S PER THE (5'[_0TFr.HN1CA1, �'.'ONGITNEEPTNG RFP['Ir-.']'
'Ile
3, '-`3TRUCTURAL F"It-L SHALL CONSIST OF MATETRIALS A�1'5- Ff_R fHE fjEf3T(-'_C1fAk11(AL
I -
STRUCTURAL FILL UNDER FOOTINGS AND FLOOR SLAL" SHOULD DE PLACL-J) IN 'THH-',
%0 - I
T _ACF T SHIJULD BF C[P-1PACTE'D
LIFTS N01 EXCEEDING 12 INCHES IN LOD.:.'E THICKNEc S, E -1 1-11
TO AT LEAST 9`5 PERCENT OF MAXIMUM DENSVFY, AS trTERM N 1, F" � 1
I - 1 1) R�
D T 155'178 tMODIFIE'D PROCIOR'),
ESIGNA ION D
4, RETAININIL"i WALL. DESIGN VALUES
500 PSI- (na-1, I ve :�o i i)
ALLOWABLE BEARING
EARTH LATERAL PRESSURE (aut ive) ��3�i FISF / FT c� p
-P '19, P�F / FT ["'FF1 10P'�F/I_lp
(at r sl:) - / F T
PASI%SIVE PRESN'SURE 300 PSF
FRICTION
0 k.5 0
REINFORCINC, STEEL
1. ALL REINFORCING STEEL SHALL BE DEFORMED PER ASTM A615 GRADE 40 OR GPkADE. 6)0,
IN CONCRETE, it 5 [N
RE� 1MCING 1N CMU 6
_:L0
LAP CON-11NUOUS REINFORCING BARS 40 BAR DTAMETERI`,��, 24 INCHES MINIMUM, UNLLSS.
r
LOT LINE STAKES MUST OTHERWISE NOTED, AT ALL SPLICES,, CORNERS AND INTERSECTING WALL�,
BE IN PLACE AT TIME OF 2. PLACE REINFORCING STEEL IN ACCORDANCE WITHUBCSECTION1907 ANDTHIL AC I
N
MANUAL OF STANDARD PRACTICE OF DEI'AfLING RE-'INFORCED STRUCTURES,
FOUNDATION INSPECTION
COVCRT0 MAINPEINFORCEMENT TO BE!
FOOTINGS% BOT-FOM UNFOR111111) SIDES I NCHES
TOP FORMED I NC VIES
FORMED SURFACES WEATHER FACE 2 INCHES
1
INTERIOR FAcc 13/4 INCH
SLABS TOP SURFACE 11? 1 NCIAES.
BOTTOM SIJFFACL P I NCHEI.�
3. WELDED WIRE FABRIC SHALL BE IN ACCOR-DAINEF Ii-IJ-1+11 Al`_��>TM -4815. WFLDED WIPi-_
CONVNUOU�45 WALL FABRIC SHALL. LAP ONE FULL NFSH AT SIDE'", AN[' Ckl0c"'..
rE R FL /AN 4 FD1 L 2 /7-4
CQNCRET[
—0) '%' F� VERT @ CORNF-2R. a2" O.C.,
')TL �j _ -1
r- E R E 2/1=4 1. FOOTINGS SLi-;13 [IN GjRADE: 1"c- 2'00 PSI 1,/�C
2. DES , IGN MIX FOR (2500 PSI CONCRE1,1F TO BE' A M1N11,11UM OF- TYPE I
CEMENT PER CUBIC YARD CONCRETE, t'-1AX1MUl'-1 UF 6� I GALLAN'%S [11' VIATLP F`Lfth
'S-ACK CEMENT, MIXING AND PLACING OF ALL C0NCRE`1E AND OF
MATERIALS SHALL Br IN ACCEIRDANICF WITH URC SECTIONS, 190�1' THROUGH
AND ACI CODE 304- 89, ALTERNATIVE DESIGN MIXES HAY BE U`L"D fJN1 fF
SUBMITTED TO AND APPROVED BY PnUGLAS ENGINFE,RJNG.
:3. AGGREGATE TD CEMENT SHALL BE SUCH Al�� TO PRODUCE A DFNk7'�f_ HUX
D IN 1P
WITH A 5 INCH MAXIMUM SLUMP WH61CH CAN BE PLACE 1111101)"i SILGIREGA]
I
EXCESS FREE SURFACE WATER. WATER CURIN6 SHALL BE A i P L N'i PA I IN
ALL HORIZONTAL FL.A.T CONCRETE EXPLISED I'D WEATHER W,71 111 _1% in 7074, Alf -I ky v0ijj�,,�fr-,
RUNEORCED HOLUD".
w
1 HEILLOW C0NCfv_,'FTE MASONRY UNI"Ir WALU`� SHALL J�(-_ f. UNS 1-FlUC Tf.-J) 'U1 f, fl" 6 o
TYPE I UNIT�� CONFORMING TO A�JM C90, ANP '3HAL-1- HAV'L_ A ��Ai 1 19 1 Mi IN
l. p [ - F) fjr %�
C MAPRE- S S I V E ISTRENGTH 11JF 19nO P" ' j NIP TABIJ,- THL , 1 %3 tjl�
MORTAR "ZHALL BE TYPE `M` EIR rYP[-,- PER TAF14-E 2!-A rjF IFIF-1- IJBIC JP(h I;"
SHALL BE COURSILL TYPE, A_[TAIN A ?4INIMUM COMIPRE�'","fVl 'STR(-__N61TH 'I'll- c-, (101,1
PSI AT 28 DAYS, AND CONFLOR�M TO TABLE 21 -B Of" THIF LIBC,
2 DESJGN f'p,, t5OO P'l WITH (1NL--H(,L' ALLOWABLE- 'jPESS�_�-' tj,� E"). Pf-l-01
7 LjjC
Rr�OUIR'_D E_XMEPI 10 F I MULLIONS AT P1.1li-DINGS j,, AND -1 AM)) 'At-, T,
N01 C.
f� j �
L-L-VEL (".IAU MULLIONS AND WALLf_� (:%T D(flLDING p f, ( u P spuj)j. ii\vSpr-(rijji\i ruil
TESIING, AND PERjDDJ(, INSPFCTJDIN'� '5AAALL D
MArERIALS; N�> r- A`� Pr-.-R
_R PL1fLDH\1G DF.PARTN%N1 RIOL'h�`IpMr-N'
OF THE UNIFORM BUILDING CODE AND k AS P[
-xcL_t-).f F.np 1('', ('110 WAIJ
ALL BLOCK WALL1,11 SIAALL B�r -AID- RUNNING BUNLj �. I w
q1AERE, SPECIFIEP NOTIFY DOUGLA%�, (-N01NE(J-_'fN5 B'FFDRE' OF
BLOCK WALLS\ TO BL LAID STAC� BOND,
j. SEE Dc.,rA1L,.:. '10_Rj ALL REINFORCINO ALIL 'C'ELI k4i 1'11 L'�, W1 ihOUT F,1: INFUT-11-Af NJ% f
�CNU SINE- WALLS AND ALL WALL`��> AT BUILDINCiS 3 AND -11 11-0 BiL "�OLAD CIROOTF_111� [IN L. Y L
RE i NFORC 1 NG AT END WALL A,r BU A LD I NGj I i7l BE PARI I [�LLY CIRLIUTED GFe,111-Yr GCLLS W CT 1-1
10 N L Y) UNLEISS OTHERWISE NOTED ON Dr-TAIL-S) FOLLOW LOW L-411-T (5 FE-C"T MAXiMUM) V
*---,V 1 �
L k
W 11TH CLEANDUT'S) (]POUTE D CONSTPUCI f ON PLQU J PEIALNT,`�' PER' UffC S3EC I ON 210,1.
jjf<�
4. IN ADDITION TO TFIE TYPICAi_ V'L_RTfCA1_ NE1N1F(_1R10Er1F'NT "J'IECTF IELI uNi I da
DETA I LS,, PROVIDE ONE 1#5 VERTICAL BAR A01 (%A� Nll�-_AP%f_`�T SIDF iff (k, L t
OPEN I NGS�., B) CELLS 10 WAIL-1. CORNIF.PS, (C) Ci I-L.S AT Wif-)1_11-,
AND (D) CELLS NEAREST FREE ENID'_� OF' �j
ft'�-307 7-
5, ANCHOR BOLTS IN CONCRETE SHALL EL ��S LEP
05-0100 Ie5LIEQ r-C)F,' PE
PI"117
OF w
IN 17
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AR"ADILL" a u
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t
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5 2411 Ol
WALL PER SCHEDULE
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T 4 411
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AND OR OWNER
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EMBED 14" MIN 1 4 X24" DOWr=LS 0 2411 0Z.
IN CON.C. FTG,
CONC. WALL)
Ij FOOTI`NG DRAIN
REINFORCING
lixell LIP PER OTL 3/F&
I "X11" LIP PER PLAN
L
1 (2) 4 CONT,, I CLR FROM TOP
NOTE.- FOUR LOWER FLOOR SLAB 4"0 RIGID PERFORArED
2411 BACKFILLIN63 UJALL FOOT]Wox DRAIN V ROSITIVE x
BEFORE
GRAVITY OUTLEI 4 1'-0" MIN,
*4 .05211 Or,. - ALT W1 VER CMU WALL UJIDTH FREE DRAINItsIG 5ACKFILL
(L GRADE SLOPE REINF FOR iro" EQUIALENT SPACING
ENTIRE �4EJGHT Cf: WALL
TO DRAIN
ELEV PER CLR
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2 c1l TOP OF %5L
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4" MINIMUM FREE DRAININ6.4 SAND
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VIDE 2" MIN COVER i�ojj 411
PRO mo TOE -HEEL, (3) 4 CONT. OR (2111) 0 5 CONT. a 11
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5
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TO DRAIN FTG
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PL AN 11 _T2
TECHFAST METAL 6Y6T5M6,, INC. 5TEEL STUD COLUMN
11041 OLUG16 40 21-61, O.C. MAX CONC. FASTENERS PER
TEC�*A$T METAL SYSTEMS., INC.
J PLACE: la" MIN. FROM FACE OF
ALL BEARING 4 5HEAR WALL5
4" MINIMUM COMPACTABLE GRANULAR 4" MINIMUM COMPACTA5LE GRANULAR
MATERIAL OVER STRUCTURAL FILL MATERIAL OVER STRUCTURAL FILL MIN.
AND/OR DENSE NATIVE GROUND AND/OR DENSE NATIVE GROUND (3)'p 4XIOFT PER
CLR F=ER GEOTECP REPORT PER GEOTECH REPORT PLANo 2 CLR FROM TOP
i4ICKEN 51IIIIIIIIA15 "Ll' 5AR5 TO THICKEN 5LA15 0 "L" 5AR5 TO
PROVIDE 2" MIN COVER
PROVIDE 2" MIN COVER
2
-Now (4) 4 X 2'-0"
(2) 0 4 CONT.,
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(2) 4 X 2'-0"
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FALL BEARING 4 E44EAR WALL5
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(3) 4 CONT.1
EXTERIOR FOCTINC9 ONTINL OL S Cir'"IL EXTORIOR SIDE UJ4LL I TYPIC4L INTERIOR FOOT I NCx 3" Cl FROM BOTTOM
4T CoROWsID L9\o0r=L DOORS *1 60
-7
17
I 4� 1
1k
909 7th,-Avenue Swte, 201
Kirkland,, WAII 98033
(425)' 827 8938 FAX 827ow-o3482 METAL SYSTEMS INC,
7`11 ST. HELENS,, SUITE 200., TACOMAo WA, 96402 (253> 572-4440
E—MAIL: DOUIUSENGROAOL-COM
t POBOX 79; RUSE:VILLE, CA, 95678 (916) 786-8926
FOOTING $CWEDULE
DESIGNATION
SIZE
REINFORCING
3111111111(0" 50 X 12"
(5) 0'4 E�W.
COLUMN PER
TECH-FA9T DW36
SN T*110f=1c4Lw 6
05-01-00 IISSUE0 FOR PERMIT
_'I '1�1 Ils A
.49
No,
REINFORCINS
PER 6C�4EDULE
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FASn3sW WaACWWB�g OF ATTACMfW TO WACM CR PATtSN c E
0
Uk)AWING INDEX +a
0
LIM 1 2 x I* TEK SIDING OR PAINTED BASE ANGLES, GIRTS, 12" CIC ACPOSS PANEL GENERAL NOTES .0.� -0 0 >1
PTD, w/WASI,-EQ POOFING EAVE MEMBERS 3 PEP PANEL) INTO EACP 44-
cn m
CROSS MEMBER
T I TITLE SPEET PROHLES SCkdEDULES NOTES >
.S
v 12 x I' TEK ROOFING (ZA) ROOF PUPLINS, EAVE 120 C/O ACROSS PANEL u 0 0
-2 m
BARE, wYWASPER AND PIDGE MEMBF5RS (3 PEP PANEL) INTO EACW 0 c:
CROSS MEMBER 0 a 0 "
Q) cl U
.2
BUILDING I FLOOR PLAN, PURLIN PLAN, SIDE END ELEV. ROOF PLAN, SECTION GENERAL NOTES (D u 0
u
1 2 X 3/W TEK PLIQLINS, CLIPS COLL"NS CLIPS AND 2 ) TWO OR MORE PEP Q) 0 c 0 4�
BAPE, NO WASPEP ANGLES HEADERS BASE ANGLES CONNECTION AS INDICATED 41a vi
a) s.. -
S-2 BUILDING 2 FLOOR PLAN PURLIN PLAN END ELEV SECTION in d 0 c
COLL"NS AND GIPT5 BY DETAIL �3 4-
Q012r=s1 -6 0 :3 E E
4_0 6-
DESIGN CONFORMS TO$ 0
5-3 BUILDING 2 ROOF PLAN, SIDE ELEV PARTITION PANELS COLUMNS OR JAMBS 9' C/C ACROSS PANEL -.101 0 -+_ (�D,
UNIFORM BUILDING CODE (UBC) 1997 EDITION k- 0 cn u
4 PER PANEL) INTO EACP 4-0
5-4 BUILDING 3 1 ST FLOOP PLAN E SUPPORT PLAN VERTICAL MEMBER
SNOW LOAD 2 5 PSF E tn
010
r--N a
WIND LOAD 80 MPH %_ .9 -0 w 0 601 0
5-5 BUILDING 3 2ND FLOOR PLAN, DECK PLAN E PARTITION PLAN v a- 0 2 U
0
it 14 x 7/8' LopTEK SIDING SIDE LAPS SIDING AND STPUCTUPAL PEP PROFILE OR AS EXPOSURE,� 0 4� En a)
L. t 'c' :3 _,�e
S-6 BUILDING 3 PURLIN PLAN, POOF PLAN, E SECTION PTD, w/VVASPEP AND FLASWINGS MEMBERS, 18 Go AND INDICATED IN DETAILS SEISMIC ZONE: 3 0 0
LIG14TEP :j :3 r
0
,5- 7 BUILDING 3 SIDE ELEVATIONS, E END ELEVATION 0 a) O'�; c w
0 F=:t +� r- .9 6 jo, 0
tt 14 x 7/8' LcpTEK POOFING SIDELAPS N/A 2'- 6" C/C ALONG PANEL EREQI10b] NOTES E Q>P -0 OU t.Ly
5-8 BUILDING 4 FLOOR PLAN, PURLIN PLAN, END ELEV, 8 SECTION BARE w1WAISHER RIB 0 -&� -
cp "0- 'Nj 0 E
I LAP ALL FLASPINGS 3" AND SEAL AS PEGUIPED FOR WATER TIGPTNESS* C
0- CU53 - 0 Z
cLL 0
5-9 BUILDING 4 ROOF PLAN) E SIDE ELEVATIONS 0.5 c u r 0 Vol
tz 14 x 1 0 AS POINTS POOFING LAPS N/A SPLICE 2 NOTIFY TECP-FAST METAL SYSTEMS . INC. OF ANY DISCREPANCIES -
BARE, w/o WASHER ;Z W 0
BETWEEN THESE PLANS AND ACTUAL JOBSITE CONDITIONS. TECH - FAST M E
CL ID
IS NOT 12ESPONSIBLE FOP ACTIONS TAKEN PRIOR TO NOTIFICATION. N
> E 'r- in d) Li-
u8 x 1/2" TEK PAPTITION SIDELAPS NIA 2` 6' C/O ALONG; PANEL 0 -100 0.c:
0 u- 4) = - >
BAPE, NO WASHER RIB 01 -C c: a
3 ALLOW 1/4" TOLEPANCE AT EACH END FOR, PUPLINS, HEADEPS E GIPTS. �_ L_ c8n
u 0 W= C a
CIL r_ u
4 COLUMNS JAMBS AND FILLERS APE INDICATED AS PER THE FOLLOWING Lij
0 a V)..
SYMBOLS AND NOTES:
LF1 t;12 X 1-1/4" COLUMNS SASE CLIPS AS INDICATED IN DETAILS (D 0
cot a)
DETAIL IN�D'EX TEK 4. 5
CL
JAMB, JAMB ONE ON EACP SIDE OF ALL DOORS, 0 0
to "
tv Cl
COLUMN, COLUMN, AT ALL BEARING WALLS SPACED AT
D- I DETAILS - MISC. DETAILS -------- j 10'-0" C/C AND OCCUR AT ALL EXTERIOR MULLIONS
D - 2 DETAILS - MISC a DETAILS DO FILLER, 4SS 20 GA STUD ATTAC14ED TO WEB OF ZEE
D - 3 DETAILS - MISC s DETAILS CONCRETE FASTENER SCHEDULE AS PER PLAN. THESE FILLERS PEMAIN THE SAME LENGT�4
D - 4 DETAILS - MISC s DETAILS ALONG LETTERED (A,B,C ETC) GRIDS, EXCEPT AT ANY
D - 5 DETAILS - MISC , DETAILS 0" ter" a r-ASMEIIM ATTACHMSW CP ATrAO*eW M 13VISSZ1011194r INDICATED ROOF STEP TRANSITION.
FE9 FMATION
D - 6 DETAILS - MISC a DETAiLS 1
1/2' 0 x 5 - 1/2^ LONG BASE PLATE FOUNDATION 2 - 1/2'
0 ANKR - TITE EMBEDMENT
FLASkING DIAGRAMS 41. WEDGE ANCHCR aECTION PROPERTI
1/2' 0 x 3 - 3/4" LONG BASE CLIPS FOUNDATION 2 -1/2'
4> ANKR - TITE EMBEDMENT
WEDGE ANCPOR PART MANUFACTUPEP Fy A in, B in. L In. THICKNESSIO. Sx - x in" Ix-x in 4
3/8" 0 x 3" LONG BASE CHANNEL FOUNDATION I - 3/4' MIN 4CI 6 BHP STEEL BUILDING PRODUCTS 5 5k6i 4 2 , 25 1 t057 04060 0,692 1 507
4> ANKR - TITE AT JAMBS EMBEDMENT 4 Z 16 8HP STEEL BUILDING PPOIDUCTS 5 5k8i 4 2 4 25 Oo994 04060 01 72 1 .571
WEDGE ANCHOR 6C 16 8PP STEEL BUILDING PRODUCTS 5 5k8i 6 2,25 1 t057 0,060 1 .207 3,915
0. 144 0 x 1- 114* BASE ANGLE FOUNDATION C/C I - 114" IOCI 2 BHIF STEEL BUILDING PRODUCTS 5 5ksi 10 2 .25 1 , 171 0, 105 4.595 22 . 974
<q> LOW VELC)CITY POWER PENETRATION 4SS201 ANGELES METAL SYSTEM 0.25
TL ACTIVATED REMINGTON PIN BASF. CHANNEL 1 3 3ksi j -4 1 1 _2 L 0. 0*346 0.270 0.556
gj--�START 5/8' 0 x 2 - 1/4* ITVV BASE CHAN�EL FOLNDATION 22 EMBEDMENT U�
<�> RAMSET/RED HEAD QYNABOLT VYITP 1/2' BOLT
SLEEVE ANCHOR BASE CLPS A A Z
WITP 1/20 E30LT I T
L L 0
3f8' Q x 3' ITW BASE CHANNEL CONCRETE' WALL i I - 1/ 2' EN13EDMENT
1> RAMSET/ RED HEAD DYNAE30LT VVITP 5/16, BOLT u�
MALE FEMALE SLEEVE ANCHOR BASE CLPS 14 0, 00"
A- WITH 5/1 6v BOLT E3 B >
3 114' x 1- 114" TAKON TRIM CCNCRETE WALL NA I I I
( 3 ) PER LENGTH ct�
------ Ld A
BUTTON PUNCH AT
36 COVERAGE SIDE LAP
CLIP W/ 1 24
tj 12x3/4" TEK,
AT EACP PU�_INI
S K 1 EXCEPT AT
RIDGE E EAVE
DECK NOTES. <
19
VVEATHERSEAM 24 ROOFING
<
DIESCRIPTION4P BHP 3W-36 22GA UNO G60 GALV. COMPOSITE FLOOR DECK PERIVII
C%JPY
WITH 5-1/2" TOTAL SLAB THICKNESS., THE CONCRETE VVEATPEPSEAM 2 4 SECTION RPOPERTIES
MUST HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF Panel Top in Compression Panel Bottom in Compression
3,000 PSI. THE CONCRETE IS TO HAVE 6 x 6, W1.4 x t Thickness ix sx pt) Ix sx Fb
4 3
W1.4 WIRE MESH (NOT PROVIDED BY TECH -FAST) PLACED GAUGE (ks't Ob"lit F inChes in� /f t in� A t . ksi (in, /it. (in, /fl, (ksi) AMEMIATIOffis
AT THE APPROXIMATE CENTER OF THE CONCRETE FILL. 26 50 0.91 OtO179 0.2488 0.1042 30.0 0.0989 0.0601 30.0 A F.F ABOVE FINISPED FLOORs TOP OF SLAB
CONTINUOUS SPECIAL INSPECTION FOR THE CONCRETE AND 24 50 1.22 0,0239 0.3322 0,1390 30.0 0,1419 0,0869 30.0 CENTERLINE
22 50 1 .52 0s0299 0.4155 -0. 1736 30.0 0.1901 0. 1 172 29.6 q
CONCRETE REINFORCEMENT IS ACCORDING TO SECTION DET% DETAIL
1701.5.1 AND 1701.5.4 OF THE UNIFORM BUILDING CODE -
THE INSPECTORS DUTIES INCLUDE SAMPLING AND TESTING, DIAM DIAMETEP
ET ERECTION TOLERANCE
AND VERIFICATION OF CONCRETE MIXES, REINFORCEMENT V
TYPES AND PLACEMENT, AND CONCRETE PLACEMENT. F, F, FINISHED FLOOR. TOP OF SLAB
GA GAUGE
*:140/8" LcPTEK at 2'-6* C/C
MBI METAL BUILDING INSULATION
on
MAC DENOTES LOCATION OF #12x3/4 SELF DRILLING SCREW 3 -0 MIN, MINIMUM
KHMEWT; WHEN SUPPORTED BY LIGHT GAGE FRAMING OR 1/2 11 64 1 2" u I 2x I" TEK, 3 per panel Mk MAPK, AS IN 'PIECE MARK
DIAMETER EFFECTIVE PUDDLE WELD WHEN SUPPORTED BY os shown 6 at eove O.C. ON CENTER
STRUCTURAL STEEL. c. PCs PIECE., PIECES
1 1141, Sim SIMILAR
DECK PANELS SEEMS ARE TO BE BUTTON PUNCHED 12 1/16' x 1/2' Butyl Maoic on weather side TF TECH - FAST
INCHES ON CENTER (SEE SKETCH SK-1 ABOVE) of fmiener use an roof omy TYP TYPICAL
U 4 N 0 , UNLESS NOTED OTHEPWISE
SEE DETAILS FOR ATTACHMENTS TO FRAMING PARALLEL TO PW SIDING VFI VINYL FACED INSULATION
DECKI
4-) 10
CD
ELKEMEHL DECK NOT INSTALLED IN A THREE SPAN CONDITION '�K
48x]/2* ot 2'-6' C/C
REQUIRES SHORING (NOT PROVIDED BY TECH -FAST). A\
36
c\j I
cz:) REFERENCE ICBO EVALUATION REPORT NO. 2757 FOR 11 - 3* 1 2x3/4' TEK, 4 per ponel Q) CO
c\j ADDITIONAL INFORMATIONI 9 os shown 5/8
C6
All
P R-
F.QREIGN M6IE1316L5:, WITH THE EXCEPTION OF THE W.W.F. AND REINFORCEMENT < X\
AS SHOWN IN STRUCTURAL DETAILS PROVIDED BY AD PAPTITIONS
NORt
TECH -FAST NO OTHER MATERIALS SHALL BE EMBEDED IN
THE CONCRETE FILL.
JOB NO* J 1 742
Ed
F114
7D
c
IN
FLOOR PLAN
1 -PR FIPEVVALL
SCALE3 1/8"= '0"
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SCALE: 1/8" 1 `0
BLE
3
4 Y5 6
8 o
8 134YS I
7
SPLIT FACE BELOW HEADER
AND SMOOTP FACE ABOVE
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001
1
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GIRT LINE
6" EAVE STRUT
641 EAVE CHANNEL, Mk PAM
4Z 16 PURLINS ,
TYP. U,N,O,
4CI6 COLUMNS, TYP,
4CI6 RIDGE PURLINS,
TYP, u,N,O.
4" 12AKE ANGLE Mk HH
611 EAVE CPANNEL4 -Mk PAM
611 FAVE STRUT
4"STEP
END ELEVATION
Ott
m7 I
SCALE 178 D
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SCALE, 1 /8" 1'- 0" (BLDG. lwmT(G
AND SMOOTH FACE ABOVE
kEADER.
SCALE, 1 /8" 1 011
2 4 GAUGE BARE ZA ROOFING
6pt MBI POOF INSULATION
4 C 1 6 COLUMN
2 9 GAUGE BAPE ZA PARTITIONS
(HORIZONTAL) FIELD CUT
PANELS TO MATCH ROOF SLOPE
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4C 16 RIDGE PUPLINS,
TYP U, N. 0.
6C 16 EAVE STRUT
64' EAVE CHANNEL Mk PAM
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6C 16
EAVE STRUT
Mk PAM
4SS 20 go
GIPT LINE
b
3
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1 #,4ft
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SCALE: 1/8" = I '-Ov
W STEJW
END ELEVATION q
SCALE: 1/6" = I' -Oil (BLDG . 22 4)c
2 4 GAUGE BARE ZA ROOFING
66 MBI ROOF INSULATION
PAT CHANNEL Mk HAL
AT 7'- 0" A 4 F. F
4C 1 6 COLUMN
2 9 GAUGE BARE ZA PARTITIONS
(POPIZONTAL) , FIELD CUT
PANELS TO MATCH ROOF SLOPE
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REVISIONS
F
NOTICE
i
e.
These plans (details, concepts, arrangement, and use of materials) are the sole
property of Tech --Fast Metal Systems,lnc. Reproduction of these plans in
whole or in part is strictly prohibited.
These plans have been issued to our custorner for use on a specific project
and shall not be used to construct or design like or similar projects without
written permission from Tech —Fast Metal Systems, Inc.
Unauthorized reproduction or use of these plans will result in legal action
against those parties.
Every effort has been taken to assure the accuracy of these drawings,
Furthermore, the General Contractor must check and verify all dimensions.
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8 111118 x TIIIIIIO" POLL -UP
F 11
02- 3 -6 x T-0" POLL -UP
HATCH PATTERNS
CMU, FLOOP PLAN
CONCRETE, FLOOR PLAN
LIMATE CONTPOL
( 2 ) I OC 1 2 BEAMS TYP UNO
, CPANNEL Mk XXPF
4YP ABOVE INT BEARING WALLIS
AND INT SPEAR WALLS
TS 4 x 4 x 3/16 TYP WPERE SPOWN
(2) 6CI6 BEAMS AT CORRIDOR, TYP UNO
18 GA CLIP. Mk CL 3
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against those parties.
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whole or in part is strictly prohibited.
These plans hove been issued to our customer for use on a specific p\r--o\jject
it
and shall not be used to construct or design like or similar projects without
written permission from Tech-Fost Metal Systems, Inc.
I
Unauthorized reproduction or use of these plans will result in legal oction
against those parties,
Every effort has been taken to ossure the accuracy of these drowings,
Furthermore, the General Contractor must check and verify all dimensions-
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BETWEEN CLOSURE Z PANEL COLUMN PER PLAN
z lr-�Ico z ROTATE 900 AT SIM
3
Q
'65
OW m Ck Z Im c
a z 0
(9:D (D 0 qq
Q LLJ 10
cy- z
_:3 k�7___ 0- -
cv_ z Fy!� (D
(D ii —1co um a 0
—100
DOLIELE BEAD TAPE > I PER CLIP 0 3r (D
SEALW AND MINOR U- 0
u12 x 3/4" TEK a V) (D
4III'd
RIO TAPE SEALANT PE12 PANEL PATTERN > 0 0 >
I PEP CLIP 0) r_
a 12 x 3/4' TEK, 0 0 0
I IV k- 4-0
AT 9" 0, C INTO RIB zc >N
COLUMN PER PLAN CL
V)
'u
12 x 1 TEK SEE I 8GA. CLIP WITH W CL
a2
FASTENER SEQUENCE (2) ts 12 x 3/4" TEK I PER CLIP U
< > I PER CLIP < > In, c: E (3 Q
SHEET FILLER, PER PLAN 0 'Fns� 0
BASE CLIP , Mk CL4 BASE CLIP Mk CL4 0
BASE CLIP , Mk CL4 eftN 0 0 En C :5
FILLER,, PER PLAN ;n 4- E
PIGP EAVE PLATE -8 a w E .2
2 126/4" TEKS tt 12 x I - 1141 TEK 4,15 12 x 1 1/4' TEK 4 5 'o c 0.— 6- 0
ir
EAVE TRIM, Mk H (4 PEP COLUMN ;3 12 x 1 1/4" TEK 4 5 u a 0
4-
E
4 PER COLUMN 0 0 C
Q) 0
0
EAVE CHANNEL cn 0
PARTITION PANEL
COLUMN, PER PLAN c
TYP. L.L
0 o (A
P E :te c
(4) 1 2x3/4 TEKS q1 48 .0 Oi QC)l
E 'u LD -
IL w -W 0)
C) =0 C: U3 0
STRUT PER PLAN cn -W o -s
2 to
2:1
AT STEP 13 PARTITION MID 12 PARTITION MID AT STEjoe7� PARTITION TEE 10 -4a 4-0 �= 0 c 0 con E
0 0 U.. %.
EAVE W/EAVE w PT005. DVVG Y* a a PTOO I DWG PT003. DVVG
p RTITI N R
It f it Olt Kolo
SCALE 3=1 -0 SCALE 3 1 0 D 2 S CoALE 3 1 D 2 SCALE 3 1 0 D 2
D 2 > E
o
to f it W500 I JPN, DVVG Lj2 o 'o mo
SCALE 3 1 0
2
D2
0 v c
Li I
Lo
rh GRID
BLDG 2
_-W—L—INE 0 V) c
GRID Ah GRID
r6 GRID LINE r6 GRID Wo/ LINE CL _c
LINE
UNE CL
1/2" ET 1/2 ET COLUMN
BLDG I E 4
Fr
3/4" ET 27
1 2 x 3/4" TEK u 12 X 3/4" TEK COLUMN PER PLAN COLUMN
PE12 PANEL PATTERN VV BE ND
PEP PANEL PATTERN TYP I I
TYP U,N,O. COLUMN, PER PLAN
COLUMN, PER PLAN COLUMNo PER PLAN PARTITION PANEL PARTITION PANEL
Q LIJ -BASE CLIP. Mk CL4 BASE CLIP, Mk CL4
ER z
Ad "IN
x 1 0
1 2 x 3 4" TEK 1 2 x 3/4" TEK4 5 1 2 x 3/4" TEK o 4 PER COLUMN
aS PER PANEL PATTERN 4 PER COLUMN PER PANEL PATTERN
r 0
I PER CLIP > I PER CLIP 0 0
< >
12 X 3/4" TEK zA
AT 9" 0 1, C, INTO RIB 4 - ---------- FOUNDATION STEP 16
zn '6 1 8GA CLIP Mk CL2 WITH
FILLER , PEP PLAN I ( 2 ) a 1 2 x 3/4" TEK
BASE CLIP, Mk CL4 BASE CLIP, Mk CL4 zi <7 AT EACH LEG
d
12 x I - 114" TEK 4 5 a 12 x I - 114" TEK 4, 5 <3> I PER CLIP FILLER, PER PLAN 0
(001`202 COLUMN (4 PER COLUMN Z� cn
PARTITION PANEL PAPTITION PANEL < > LJ
TYP't TYP4
OIL a
4L
40 Ob��;ASE CLIP AT COLUMN
0
mgAP?04T1 10-N CROSS PARTITION TEE /to 8 BASE CLIP AT COLUM 1***Ooow OWN 6 FILLER TOP CLIP/
mom OEM
comozomiotimm Ott PTOO I DvvG 8soo I Dw SCALE 31po 1 11-oil E3SOO I 0VVG SCALE 3110 IF-011 PRO I 8PTB
A�% 0- 0 % 0 0 a PTOO 2 0WG SCALE 3 D 2 SCALE 3 1 D 2 D 2 D 2
0 D 2
NOTESI
GRID LINE I . LAPS AT PARTITION PANELS TO HAVE a 8 x 1/ 2" TEKS
AT 2'6" 0, 0 a TYP o
GRID LINE 2 s PEFEP TO SPEET T -III I FOR PANEL FASTENING PATTERNS
AND PANEL PROFILES,
<
GRID LINE TOP -CLIP Mk WM *DIA4
NEST FOR COLUMN 3 REFER TO L - I FOR FLASHING SHAPES
PROPER FIT <
4) 1 2x3/4' TEK PUPLIN, PER PLAN T PURLIN , PER PLAN 4) u 12 x 3/4" TEK
1 1/4 1 j 1/4" AT EACH PUPLIN
ABBREVIATIONS:
wSEE DET I /D 2 AND 4 /D 2
FOR ATTACHMENT PATTERN CENTEPLINE
0 xSEE DET, 1/D2 AND 4/D2
DIAM DIAMETER
ET ERECTION TOLERANCE
04e CC))
GA. GAUGE
0
MIN, MINIMUM
PURLIN PER PLAN PURLIN PER PLAN O.C. ON CENTER
STRUT AND FASTENING TOP CLIP Mk PM TOP CLIP. Mk PM TYP. TYPICAL
C-) TOP CLIP, Mk PM PER PUPLIN PLAN U.N.O. UNLESS NOTED OTPEPVVISE CD
L L F a I 2x3/4" TEK �o
&
9 1 2x3/4" TEK 7 2 EACP SIDE VFI VINYL FACED INSULATION 'n
4 EACH SIDE 9x r� <0
OF TOP CLIP o/
OF TOP CLIP STPUT AND FASTENING
4 4j STRUT AND FASTENING
-J PEP PURLIN PLAN COLUMN., PER PLAN
r__1 '.Np�b
n PEP PURLIN PLAN C-) ob
COLUMN PER PLAN STRUT AND FASTENING c�
:�v / \ _(o
AN r%
COLUMN PER PL PER PUPLIN PLAN X\
C-3 -'e, - c'
COLUMN) PER PLAN
co C) 01
CD,
LIN TO COLUMN Pu'khmDLIN TO COLUMN PURLIN TO COLUMN 2 PUPLIN TO COLUMN 0
(4161
I ------ __ 1\ �
PRO
r-om 1 2 PTE3 PPOO 6 JPN
PRO I 4PTE3 SCALE 3 1 �o it PQ0 I 3PTB SCALE 3 1 D2 SCALE 3 1 0 D2
SCALE 3 1 0 D2 D2
JOB NOo.JI-L
V=
GRID rh GRID LINER PANEL
LINE All -I LINE r6 GRID
r6 GRID Cmu COLUMN PEP PLAN LINE
LINE 4 BATT INSULATION PIP PLATE, Mk XXHX
m REBAf2
2 12 3/4" TEKS
3 4" E T 0 SIDING PER CONN, 12"OCv
z 20 GA 3W36 FLOOR DECK,
VVI 5 1/2" CONIC. TOPPING CONC12ETE OP CMU WALL
1 2 x 3/4" TEK It BY OTPEPS
2 ...... I
PEP PANEL PATTERN
0
u- 1 2 x I" TEK,
COLUMN PEP PLAN 3"
PER PANEL P4TTEPN
AFF BASE CPANNEL Mk PF 0/5 CORNER
Mk F
Its
71 > 114 x I - 114' TAPCON
Its
......................... IIIIII,, AT 2 4" 0, C
Is IF
I 2x3/4 TEK
E
0
AT 1 20 0. C, :3
llp
AT 9" 0. C, INTO RIB r6-8'--7 1/2"
1 2 x 3/4" TEK EDGE FOPM Mk HAC
AFF AT 24 C/C (2 12 x 3/4" TEKS
< >
PUPLIN PEP PLAN I
Fa END CLOSURE Mk 144B COLUMN,
4)
2 12 x 3/4" TEKS (2) 412 x 3/4" TEKS
1 2 x 3/4" TEK.- LAN a
POP PIVET PEP P uci
a PER CONN, 12"O,CIF PEP CONNECTION 0
PER PANEL PATTEQN Lli — pu -ue
W CL,
TYP PU12LIN CHANNEL Mk X)04Z HIP ANGLE, Mk XXPY
fA c
FILLER PER PLAN (LAP 5'- G' AT SPLICES) COPE AT PIP BEAM
SIDING
TOP HAT CHANNELJ% Mk 14AJ Aa 0 L- , 0)
COLUMN PE12 PLAN 0 0 w c
1 3 /8 C - METAL Mk E D
E .2
c" to "I
0 CL
0.- -w a) i-
kI —0 Q) " 0
DECKING, PE12 PLAN
DK (4) 126/4" TEKS PEP COLUMN
s I 8go CLIP, WITH
II E 0
BASE CHANNEL, 2 12 x 3/4" TEK :3 (D T c
CMU WALL NOT BY T - IF 4--0 E (0 -5 -�-a
0 0 0 -00 0
PER PLAN 6> AT EACH LEG WL. -1 0
0 Cl- (n
PARTITION PANEL 4C 16 COLUMN PER PLAN I 2x*3/4" TEK
u cl
TYPs PEP PANEL PATTEPN LI
8m CMU WALL NOT BY TF 0
BASE ANGLE .2 ui
E
E QJ P -o 'u>
PER PLAN 0 111
ul
DECK END CMU HIP FRAMING o 0 i 2 No Oa
DECK END 111 0
rl 3 CL'
PARTITION TEE I c: m c 0, cn 8 E
o— It DK422JES WS4 4 2 -ES, DVqG 0
I. It QK428r=5 SCALE 3 1 0 D3 0 F<) N E SCALE 3 1 0 F4
10 0 Olt IS018 SCALE 3 1 0 D3 D3 -0 V,Ln
SCALE 3 D3 It -on CNO I 6PTS 0-0
SCALE *3 1 > E "o L:L
a -� >
3 UJ
Jc
:Z3 cp
OF 0
c
LLJ J02-
CL
RIDGE v Mk Z
0 1,-
1 2 x I TEK INSIDE CLOSURE GRID 0 U) c:
.,�s a) w 0
UNDER RIB -c
LINE 2
6" INSULATION, RUN PAST ik GRID 5 PEP PAN CMU WALL, NOT BY T F
LINE 14 x 7/8 LAPTEK Ah GRID 0
0 0 3:
EAVE BY 18 FOLD EXCESS 0
14 x 7/8" LAPTEK I AT EACH CLOSURE MCI LINE 00.
BACK OVER FIBERGLASS TO 6' 0. C
PREVENT WICKING OF MOISTURE CMU WALL NOT BY T F RAKE TERMINATION ZEE
HIGH FLOATING CLIP Mk XXk)TZ EXTERIOR GQID
24 GA STANDING SEAM u I 2x I" TEK W/ TAPE SEALANT FIRE RATED A LINE
ROOF PANEL ( 2 PER CLIP 5/8" GWI3
SIDING
GPID TPERMAL BLOCK
INSIDE CLOSURE VVITP
LINE GRID
DOUBLE BEAD TAPE SEALANT 6" INSULATION ---- - ------
LINE
BETWEEN CLOSURE E PANEL < > AT 2 4" C/C -
COLUMN PER PLAN
CLIP Mk CL2 VV/
2 1,2 x 3/4 TEKS FIRE RATED
AT CMU
5/8" GW8
DOLELE 8W TAPr= AND (2) < >
SEALANT AND MINOR I BUGLE PEAD SCREWS
RIB TAPE SEALANT
3 8 C - METAL Mk E 12" 0,C,
NN N
1 2 X I 1/ 2 It TEK
12 x 1 TEK SEE
FASTENER SEQUENCE 12,, O.c.
SPEET
1 2 x 3/4" TEK, 12X3/4 TEK
cn
PER PANEL PATTERN
HIGH EAVE PLATE PEP PANEL PATTEPN
2) ts l2x3/4" TEKS a 12 x 3/40 TEK
PEP PANEL PATTE12N
EAVE TPIM , Mk P u I 2x3/42i TEK PARTITION PANEL TYPI, 0
LINER . PANEL EAVE CHANNEL AT 1 2 11 0 1, c I BASE CHANNEL, Mk HF COLUMN PER PLAN uIIIII)
COLUMN, PER PLAN BAPE HEADER TRIM Mk >
PARTITION PANEL III
(4) t, 12x3/4" TEKS
PEP PLAN I HOUR FIREWALL
4m BATT INSUILATION
111 0 m c HIP tootooto ROOFING PARTITION INTERSECTION 6 6 FVV TO CMU 5
"moo"
"r:AVE W/EAVE 9 11 r _on DK4 2 2JES
nommomm� SCALE *3 D3 It 0 11 W34 20,9S DWG 1-011 FW4 2 5,ES, DWG it it FW443-I
VV500 1 JPN DVVG SCALE 3=;I -0 D3 SCALE 3 1 SCALE 3 1 0 D3
SCALE D3
NOTESI
I , LAPS AT PARTITION PANELS TO HAVE 48 x 1/2 14 TEKS <
CMU WALL,, NOT BY T - F AT 2'6" 0, C Typ.
GPID EAVE CHANNEL PER PLAN 2. REFER TO S14EET T I F012 PANEL FASTENING PATTERNS
3/4" MIN, r6 GRID, AND PANEL PROFILES.
Ah GRID SPACING 1-I LINE
PUPLIN SEE '4.-/ LINE PUPLIN SEE /-I GRID (TYP) 3. REFER TO L I FOP FLASPING SHAPES
PUPLIN PLAN 4SS 20GA, STRUT PUPLIN LAN 4SS 20GA, STRUT W (4) 1 2x3/4" TEKS
LINE
BELOW WITH 5 BELOW VVIT14 5 (D
6id FIRE RATED a I 2x3/4" TEKS I 2x3/4" TEKS
STRAP SEE INTO COLUMNS STRAP SEE INTO COLUMNS
id
5/8 GVV8 PUPLIN PLAN PURLIN PLAN
4
TYP, TYP. ABBREVIATIOMD
4
I" BUGLE HEAD
—1--13/88 MIN CENTERLINE I % 4,
SCREWS 0 12" OoC, (4) m12x3/4" TEKS (4) 13126/4" TEKSA
AT COLUMNS AND EACH STRAP TO PURLIN EACH STRAP TO PUPLIN
T—f- EDGE
TRACKS DISTANCE DET, DETAIL i-
(TYP) DIAM, DIAMETER
\3/8" MIN.' 0 ET ERECTION TOLERANCE
GEP
DIS NCE (TYP) F GA GAUGE
4 A
V=:
.1 Mai METAL BUILDING INSULATION
12x3/4" TEK A A m Id
EA SIDE OF EA COLUMN Q MIN, MINIMUM
0 3/8" MIN
EDGE O'Cl ON CENTER Of
�K
Np DISTANCE (0
G (TYP) TYP, TYPICAL
4
4 Mk PF 3/8m MIN AT 2 4" 0 o C, U v N IF 0 UNLESS NOTED OTPEPWISE
< > kc:)
4 < BASE CHANNEL DISTANCE VFI VINYL FACED INSULATION
4-3 A 144 14 3/4" MIN. 4SS 20GA* STRUT 1 1, (�'
A (TYP) tK
ri <a> AT 1 2" C/C SPACING 2ff STRAP Mk HR BELOW WITH 5 c; <$��6
I A I tt I 2x3/4" TEKS c�
SEE PURLIN PLAN k4��
v (TP) INTO FILLERS A
C9
y hI
\e� -N
Cil? c)-
t-0 (03
Lt�p I —
VVALL BASE
FVV4 12.ES STRAP TERMINATION AT RIDGt= STRAP TERMINATION
S)CALE 3 1 b D3 Momub� (3
STOO 3 — N. CJP STOO 3 — N C.JH SCALE 3 IF= I r Ofs ST40 IJES \v
D3 = I � 'A
D3 �i
SCALE 3 1 0 SCALE 3 0 D3 HUI-,
F
00,
e104 ul PETE p leopimm I rl 0
3
JOB N 0o. J 114 2-.
GRID
LINE
4 - 114" MOVABLE CLIP AT EACH GRID CMU VVALL NOT BY T - F
GRID PURLIN (NOT REQUIPED AT EAVE) LINE GRID
LINE
WJ LINE
12 x I" TEK VVEATPEP SEAM - 2 4 PARTITION, WHERE OCCURS Ak GRID
I AT EACH CLIP POOF PANEL LINE
a 12x3/4* TEKS
THERMAL BLOCK PER PANEL PATTERN
< > 2 4" C/C
ts 126/4" TEK
o 9" 0 1 C I. INTO PI8
2 1 2x3/40 TEKS AT FILLER PER PLAN
EACH SIDE OF COLUMNS
I 8ga CLIP, WITP
2 12 x 3/4" TEK A F-1
AT EACH LEG
c. E
6" INSULATION
GRID C3
GMU WALL
0 NOT PY T - F 41
0 AT 24 C/C CL
I I < >
4" BATT FILLER PEP PLAN c
12 x 3/4" TEK, 0 0
INSULATION 1c, 75 >,
EAVE CHANNEL 0 14" BATT INSULATION PEP PANEL PATTEPN C3 V) 'o
PER PLAN 0
o2
'uj u
12 x 3/4" TEK c: OE J
PER PANEL PATTERN
COLUMN PER PLAN
0 o w c
E .2 e
---- BASE CHANNEL PER PLAN PARTITION PANEL 11
11 � Iu CL
I '�' , I c: %11 0
FIELD NOTCH PARTITION 0 (on -w
V) 0
GIRT, PER PLAN HALLVVAY SYSTEM PARTITION PANEL BS IF 'E' b n (n u
STPUT PER PLAN BOTH SIDES AT ALL NOT PY T - F INSULATED WALL 0 �_
STRUT LOCATIONS E -5
.0 0
COLUMN , PEP PLAN
n 0 :3 0
in
4 2 1 2x3/4" TEKS I �p
BATT SIDING :03
Lo
INSULATION 4" BATT INSULATION
V� 0 o
COLUMN PEP PLAN E C cu .9 vi v
0 1 :E
ZA
GIRT CONNECT ON INS WALL 705 0 E a 'on
0 �i COO 0 00-
au
w cn
TO BLOCK INS WALL AT CMU ""o
I ur 0.2 a) :3 0 0)
EAVE TO COLUMN 14 INSULATED VVALL
I It 15445,E 15439,E6 2, T
it 1 11 * I
SO I 2CJP on 1541 8J85 SCALE 3 1 v
1 0 SCALE 3 1 0 E
SCALE 3 SCALE 3 1 4 D 'Inn -A-J
D4 D 4 Ll
_c 0
uf V)
0
0
LLJ F-
a M
GRID '04-
u
—LINE 1 0
1 2 x 3 4" TEK
COLUMN PER PLAN GRID
LINE PER PANEL PATTERN 0 o
GRID CL _c
1 2x3/4" TEK TYPo U,N.0, 0 3:
LINE OUTSIDE CORNER) Mk F L.
PEP PANEL PATTERN c a
a 14 x 7 / 61' LAPTEK CORRIDOR PANEL :4 1 2 x 3/4" TEK
LINE AT 2, 0" 0, C, 4" BATT INSULATION 4 1 2 x 1 114" TEK 4 5 AT 9"O.C., INTO RIB
..PARTITION TYP SIDING 4" BATT INSULATION (4) PEP COLUMN LAP PARTITIONS 2
I 8GA,, CLIP, Mk CL I ,,,._�COLUMN PER PLAN (VVHEPE OCCURS)
BATT INSULATION VVI ( 2 a I 2x3/4" TEKS COLUMN, PER PLAN
BASE CHANNEL, AT EA LEG
M �
PEP PLAN
FILLER PEP PLAN TYP
PARTITION PANEL 3/4" ET 4" BATT INSULATION
I 2x3/4" TEK PER BASE CPANNEL Mk PF
,`-'PANEL PATTEPN, TYP BASE C1_4ANNEL, PER PLAN
1 2 x 3/4' TEK
BOTH SIDES OF COLUMN
BASE CHANNEL PER PLAN I 2x*3/4" TEKS
4" BATT
INSULATION EDGE FORM Mk PAC
1 2 x 3 4" TEKS
zi DECK END CLOSURE Mk HAB z
`��COLUMN, PEP PLAN or� IN
0 a — — — � — — — � I V. 'o IDING till
FILLER PER PLAN
JL C FIELD CUT AT GIRT)
POP RIVET
�U_u a I 2x3/4" TEK ra PER PANEL PATTERN
PEP PANEL PATTERN L 3/4" ET
T
q I 8GA, CLIP Mk CL I I - 3/8" C -METAL Mk E 4 T 20 GA TRACK
VVI 2 tt I 2x3/4" TEKS
AT CLIP TO GIRT J 1 2 x 3/4' TEK 0
6 ( 2 ) u I 2x 1 114" TEKS LOWER FLOOR STRUCTURAL AT9 O.C,,. INTO RIB
CLIP TO COLUMN SEE DECK PLAN PARTITION PANEL TYP, cn
GIRT PER PLAN AT 1 2w C/C COLUMN, PER PLAN >
BASE CHANNEL PEP PLAN lcmu L-i
INSULATEDFILLER PER PLAN TYP.
PARTITION TEE 9 0 TSIDE CORNER 8 S VVALL E3ASE 7 COLUMN W/CHANNEL I !,I
SCALE 3 it I f'o 11 150 2 2 CS4 D 4 SCALE 3 1 0 -Oil IS4 20JES* DVVG D4 SCALE 3 it I It Olt IS4 2 5,ES D 4 SCALE 3tI= I 11-ou 130 1 3 D4 ftk A it IF -Ou c oss f
SCALE 3 1 IS002C.JH D4
k GRID rh GRID NOTESs
LINE LINE 2 2 GA 3VV36 DECK, VV/
It I LAPS AT PARTITION PANELS TO PAVE a 8 x 1/ 2 TEKS
5- 1/2 CONIC TOPPING AT 206" O.C., Typ.
18 G4 3 W 3 6 DECK , VV/
5- 1/2 It CONC TOPPING 2. PEFER TO SHEET T- I FOR PANEL FASTENING PATTERNS
PARTITION PANEL AND PANEL PPOFILE54
cq
—FILLER PER PLAN 4" BATT INSULATION L\ L 3 REFER TO L - I FOP FLASPING SHAPES <�
....... .... t, 12 x 3/4" TEKS F L F L F L F7 L�' p7' L 17 L <
AT 9" 0 4 C, INTO RIBS COLUMN PER PLAN A A
Lu C
za TYP4 BUTT PANELS ABBREVIATIONS
PARTITION PANEL
'j
CENTERLINE
BASE CLIP, Mk CL4
DETs DETAIL
1 2 x 1 114" TEK 4, 5
4 PER COLUMN I 2x3/4m TEK DIAM DIAMETER
4" BATT INSULATION a 12 x 3/4" TEK, 0 1 211 0 a C I %
NOT BY T-F AT 2F-6" OX, 2 1 2 x 3/4 It TEK ET ERECTION TOLERANCE
om EACH VALLEY
MODIFIED TOP GAa GAUGE
4T 20 GA. TRACK
CHANNEL Mk PAE MBI METAL BUILDING INSULATION
PAPTITION PANEL tt I 2x3/4 it TEK MIN, MINIMUM
EACP COLUMN O.Co ON CENTEP
BASE CHANNEL, Mk PF
TYP TYPICAL
COLUMN PER PLAN 00,
COLUMN PEP PLAN �J-
UsNt0o UNLESS NOTED OTHERWISE 11b
Z�
VFI VINYL FACED INSULATION
1 2 x 3/4" TEKS 4
PER PANEL PATTERN
col X c�
COPPIDOR SYSTEM NOT BY T - F
< N
Lo
c)
MOP
CORNEW
INS VVALL COLUMN W/ 4 ST TRACK !3 DECK EDGE Qj
15449JES It it 1!5014
I Olt SCALE 3 X! 1 0 DK4 I 8JES
SCALE 3 1 D4 SCALE 3 1 0 iA
D4 lllfrL��'
D4
J_
JOB NO* J1742
C3
17�
CLIP BASE, CUT
AND BEND AS
PIP BEAM PEP PLAN SqOVVN
C� C)
CLIP 1 GRID GRID
rh GRID LINE LINE
CLIP BASEI W,' LINE
ANC140P BOLTS GRID
NOT BY T-F LINE
EAVE CHANNEL PEP PLAN
GOD
GRID LINE
8 10 1/ 2" ABOVE NOTCH LINE
TO TOP OF STEEL ANCHOR BOLTS STEP
NOT BY T-F ui
RIDGE PUPLIN, PEP PLAN
E� CMU NOT BY T-F
F 8'-8" AE30VE NOTCH LEDGER BEAM
vi c:
TO TOP OF TILT -UP REMOVED FOR cp (D
Z_ < < > 2 PER LENGTI4 r_ c: E
CLARITY COLUMN PER PLAN %w 3: -0
uz a
CMU NOT BY T-F
STRUT PER PLAN
< 0�
LEDGER BEAM
(A 4-
EAVE STPUT, PER PLAN CL V) (u
--------------- 4� -c-
CLIP BASE 2 Mk REMOVED FOR (3) a 12 x 3/4" TEKS Ah' GRID u 0 -6.0 >
CLARITY PER CONNECTION LINE cu
u 0 0
0) L_
< r_ a CL
(n
TRIM BEAMS AS PEO'D
02 :3 0
TRIM BEAMS AS REQ'D US-,
TRIM BEAMS w in c:.F= (3 u u
I- v 0
J - E30LT CONCRETE ANCHOR CLIP 2 Mk 5 REQ'D CLIP Mk XXA
NOT TO BE SUPPLIED BY T - F 0 o VT 21- :3
(4) 412 x 3/4" TEKS Ln m
(SIZE AND SPACING TO BE PROVIDED 10 a 0 E E
3 1 2 x 3/4" TEKS PER CONNECTION 'c CL u.
w 0
TO T - F PRIOR TO CONSTRUCTION) PIP BEAMS PER PLAN SIDING -t-
PEP CONNECTION CA 0
E to 0
4�
E -a
0 _,�' +- 0 C
PIP BEAMS PER PLAN 2 &�2 0 b
1 3/8" C - METAL Mk E a En
ST12UT PE12 PLAN MID :30 0 c:
:3 40
1:3 —2
w
c o I o Q)
CMU BY OTHERS CLIP I Mk AD co
PIP BEAMS PE12 PLAN ta
0 c
w E ' r- w .0 vi a)
E -a 05
CLIP BASE I Mk
0 'ou 0 E '0')
r- 0
PIP BEAMS 2 0 o "n. -r- Q'_1
'D kf--- a -1,.4 0
EAVE AT CMU PIP BEAMS 14 HIP BEAMS 91 8-011 PR416JES SIDING A�F STEP 10- a) , 'o c'n b E
13
SCALE 3 1 w
oll JM406JES .2
D5 SCALE *3 1 0. -0 n
11 f -On It I Olt PP416JES It 0 D5 0 in w
Ott PP416JES It -
SCALE 3 1 SCALE 3 1 SCALE 3 1 u wo z In >0 E cn w
D5 D5 0 >
cp
0 =c
a c
it Lij '—P �T
1 2X3/4 TE<S AT 6 0 c V>
0
GRID (n >s a
G121D C -1-, 0
LINE OL.
LINE ct _c
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