Plans OFFICE COPY
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DRAWING INDEX GENERAL NOTES, CONT. GENERAL NOTES, CONT. GENERAL NOTES, CONT.
Drawing 1 =Anchore Bolting Detail
Drawing 2= Framing Detail FOUNDATION BOLTING: FRAMING: SIMPSONS STRONG TIE DETAIL:
Drawing 3=Simpsons Strong Tie Detail EXPANSION ANCHORS SHALL BE SIMPSON 4"x6" DIMENSIONAL LUMBER WILL BE UTILIZED FOR SIMPSON STRONG TIES WILL BE UTILIZED AT THE
STRONG-BOLT (ICC ESD-1771) OR AN EQUIVALENT WINDOW AND DOOR HEADERS. TRUSS CONNECTION TO THE TOP PLATE-AS DETAILED
GENERAL NOTES EXPANSION ANCHOR WITH A CURRENT ICC EVALUA- BELOW.
TION REPORT INDICATING CONFORMANCE WITH ICC
ACCEPTANCE CRITERIA AC 193. EPDXY ANCHORS Drawing 2
SHALL BE F1554 GR 36 ALL-THREAD RODS IN
GENERAL PRE-DRILLED HOLES ANCHORED TO CAST CONCRETE Drawing 3
WITH SIMPSON SET XP ADHESIVE(ICC ESR-2508). HILTI Framing
JURISTICTION CITY OFTIGARD/STATEOFOREGON HY-200 (ICC ESR-3187), OR AN EQUIVALENT CONFOR-
MANCE WITH ICC ACCEPTANCE CRITERIA AC 308. DO Lap Double
Double._. Top Plate
NOT CUT REINFORCEMENT FOR EXPANSION ANCHOR Top Plate I min.4' ' Top[ripples
OR EPDXY ANCHOR PLACEMENT. ANCHORS EXPOSED ..
TO WEATHER SHALL BE GALVANIZED. ON NEW I II,II ! 71111111111111--=H
BUILDING SIZE 1385 Ft. CONSTRUCTION WALLS, (1) 5/8" X 8" ANCHOR BOLT r
Q WILL BE PLACED EVERY 24". CARLSON TESTING WILL i :i Header i Header ; i VBUILDING LOCATION 11945SWPACIFICHWY,TIGARD,OR. g {I trimmer I $PROVIDE A SPECIAL INSPECTION OF THE INSTALLED mJ Tnmmer !g g 0
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ANCHORS. King stud ii sill ;
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3I` � $IJdS (� 4dRo 71 �! 0Drawing 1 - subfloa BottomII 1�1�u� Cripplespurr�yh gh clowOPe ;:L_ —_. OFening aagh Openugy_._ - i• �._Bottom Plate tI 0l.- Anchore Bolting Detail
I ,��SAWN LUMBER: SAWN LUMBER SHALL CONFORM TO Sr G�ilI9 $<�j1y4T�aN ^ i
THE WESTERN WOOD PRODUCTS ASSOCIATION GRAD- } ED
5/8"X B"ANCHOR BOLT State of Q7 a -)�fz StrcirAural Specialty Code ?ING RULES. LUMBER SHALL BE KD KILN DRY WITH
MAXIMUM MOISTURE CONTENT OF 19% TO BE double plate [] Conrrsi9.�riCl:c, tt)r.,Rr��tt�l Simp .ns StrongTieSUBMITTED BY CONTRACTOR. PROTECT STORED ^ ir; ci5-2 in 18-Gauge
WOOD ON SITE FROM MOISTURE. THE SPECIES AND !L ^uCtits)n54 'If CGt1CrSt8 Triple zi Steel Rafter Tie
GRADE SHALL BE AS NOTED BELOW:
0 Specia AM.trwertl-rp-.Cing Concrete Frame
DIMENSIONAL LUMBER 2"TO 4"THICK ❑ Reinforcing S(; ( ,PYestressing Steel Ten. , ,
DOUGLAS FIR-LARCH#2
HEADERS/BEAMS/POSTS o :Uc p o :"o` ❑ Structural t4folc!ng p
DOUGLAS FIR-LARCH#1 0 ,- O o o �y COPY` ❑ Yl 1 SLr ^ iY Bra(irr� N.
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full threaded stud ' ..IN op o .o 0
CUTTING AND NOTCHING OF STUDS SHALL CONFORM Y , o _ o o .o CI,I,Y OPCiD... ❑ Structu.at ,18sar y • •
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TO IBC CHAPTER 23. o 0 o 0 `
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s. 0 , REVIEWED FOR CODE COMPLIANCE
❑ Re forced< . _ Concrete ACIDITY OF PERMIT
PRESSURED TREATED (PT) LUMBER TO BE ALKALINE o :oc= 0 Oo.o Approved: A • ❑ insuiating Cori rt,k4 Di
COPPER QUAT(ACQ)OR APPROVED EQUAL WITH MOIS- �" J • THE ISSUANCE OF A PERM IT
TURE CONTENT(MC)<18%. o ��10' o 0 o OTC: ❑ S �� .v BASED ON CONSTRUCTION
n o p f ^= F n, -+;.re ii ateriafs
a 0 00 0 .o 0 . DOCUMENTS AND OTHER
0 0 0.Q? o` Permit #: map — a,,, _ r ❑ F,., u [ r, r� „n ai3soes DATA SHALL NOT PREVENT
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• ° Oo . • °" ,I 00 REQUIRING THE CORRECTION
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�++' i Colombian Coffee Beans Facility Location: '' -- Date: December 28,2020
ks, 1F General Remodeling Notes 11945 SW Pacific Hwy hroilie Scale: n/a
Tigard,OR Page: 1
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I ( V OF 1 i aAliD RECEIVED
ApprovedPi nniina NOV I 0 2020
Date: _ //i(t2.2-0
GiTr Ur i IGARC
Initials' _�_. BUILDIING DIVISION
Existing Structure Proposed Structure
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South Elevation-Existing South Elevation-Proposed
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N ._ -."� o.. " 3 i / Cabinet - _ �'� /
29e.' 39e.1
Ground Floor Plan-Existing Ground floor Plan-Proposed
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North Elevation-Existing" ,
North Elevation-Proposed
Client: COLOMBIAN COFFEE BEANS LLC Date:August/13/2020 Scale:9"=1"
Email:Calmconstruction4[dgmail.com Te1:541-215-5958 Drw.#.:1-2
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RECEIVED '
Existing Structure Proposed Structure NOV 1 O �O�o
I All& F—A. CITY OF TIGARD
BUILDING DIVISION
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East Elevation- Existing East Elevation-Proposed
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Water ill—, ?Water=�. c
Heater a Heater''-
9,mm.,mr
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Ground Floor Plan-Existing Ground Floor Plan- Proposed
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9
%
4
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West Elevation-Existing West Elevation- Existing
Client:COLOMNIAN COFFEE BEANS LLC Date:August/13/2020
TEL: 541-215-5958 Scale:2"= 1"
Email : Calmconstrution4@gmail.com Drw.#:2-2