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Plans (27) e. a 11 IIII:1114--Tli II 1 ' \;JVIItal l ��_ � �jl I�'�/ o�3�ro= < — II �� I- LDIcr,LI— CIL 0 ,:..v.rit_vo... ...,...._..e. �w ac-,mzpz LU a_ 6, i__ In o 1-1-1 co ci z a w w j❑a ai n �i .F c�WFoa_rw F- w WI LLIAV WAIC .c RECEIVED =zWW`.g� o 0 — _ O S �3Zm°Wv2 Q ft_ (✓ cm 0 I 1670 SW 116Tf-1 AVENUE Hroc)HN� S — `L' N Z JUN 272017 005 0 PO�TLA\D, O aZ°aLLWW r .— 97223 Z 7aJ?JW W y°_ a 0 I 8' X 2 1 ' X 9' CITY OF TIGARD W W N e° U o BUILDING DIVISION _ o w W a CU w J Z W°~ 2aa¢3aw Q DESIGN NOTES DESIGN CRITERIA 3 m W W W o d DRAWING INDEX a L❑�dRJ z I. ALL CONSTRUCTION SHALL BE PROVIDED IN o V o=S Q H o m PREVAILING CODE: OSSC 2014 IBC 201 2 I w z W J F W W 0 z ACCORDANCE WITH IBC 201 2, ( ) COVER SHEET w h } ❑ w r- L-4 USE GROUP: U (CARPORTS, BARNS) F.W o m z J w ¢�a iii ASCE 7-10, OSHA,AISC 300,AISI 100,AWSD I.3 RISK CATEGORY: 2 ELEVATIONS ❑ p a O o CODES AND ALL APPLICABLE LOCAL REQUIREMENTS. 2. BASE CONNECTIONS SHALL BE PROVIDED AS SHOWN 3 FOUNDATION DETAILS I. DEAD LOAD(D) — w ON FOUNDATION DETAILS SHEET, D = 2.0 PSF 4 FLOOR PLAN DETAILS 2. ROOF LIVE/SNOW LOAD(Lr) Lr = 20 PSF 'A 3. ALL MATERIALS IDENTIFIED BY MANUFACTURER NAME 3. SNOW LOAD(5) 5 FRAME SECTION DETAILS QF o �jNv MAY BE SUBSTITUTED WITH MATERIAL EQUAL OR GROUND SNOW LOAD " ��. o a) Pg = 20 PSF 0 SIDE WALL FRAMING DETAILS °Q � II � °y EXCEEDING ORIGINAL. IMPORTANCE FACTOR Is =0.80O o X c 4. ALL SHOP CONNECTIONS SHALL BE WELDED THERMAL FACTOR Ct = I.2 7A END WALL FRAMING ` milli w m )1 .,1,-,-(9 IMPORTANCE FACTOR Ce = I.0 {L CONNECTIONS, 7B END WALL DETAILS ,, \IV I_ S CO ROOF SLOPE FACTOR Cs = I.0 O Ntliv171 �� ® O coo 5. ALL FIELD CONNECTIONS SHALL BE#1 2(I/4"X I") 4. WIND LOAD(W) V (ESR-2 196)OR APPROVED EQUAL. DESIGN WIND SPEED Vult = 115 MPH 6. STEEL SHEATHING SHALL BE 29GA. EXPOSURE C OFFICE COPY CORRUGATED GALV. OR PAINTED STEEL-MAIN RIB HT. 5. SEISMIC LOAD(E) 3/4"(FY=80KS1)OR EQ. SDs/SDI 0.706/0.39 F F SEAL: DESIGN CATEGORY D CITY OF TIGARD W. 7. ALL STRUCTURAL LIGHT GAUGE TUBING AND CHANNELS SITE CLASS D •I T FOR CODE COMPLIAND PROF SHALL BE GRADE 50 GALV.STEEL. IMPORTANCE FACTOR le = I .00 r g5 , F 8. STRUCTURAL TUBE T52 I/2"X2 I/2"- 14GA. IS Approved: j N i � G� N��col OTC: [ EQUIVALENT TO TS2 I/4"X2 I/4"- I 2GA AND EITHER IImo LOAD COMBINATIONS: • ❑' r 4 5 ONE MAY BE USED IN LIEU OF THE OTHER. W o w I I. D + (Lr OR 5) Permit#s � c--i- ..cn J`� - Otp as- z-'. / 2. D + (0.6W OR±0.7E) Address J 1 c.7 o Sir !16-7'' A./ w o °� IV 3. D + 0.75(0.0WOR±0.7E) +0;15(�rOr� s) �, OREGON 4. 0.6D + (0.6WOR±0.7E) U1te 3 woe`; • - 0g_ kv4/ i3,2 °b;By: �Date: ��Jt5 ��`1C1AB\ , ooi zz5 o EXPIRES: 12/31/2017 U3 'o DATE SIGNED: JUN 02 2017 I W N- D W N 0 > N O 12 Q N- —13 —1 3 = N Ln -.17: g z W .0 � O W _ - _ r . o n O F— c� v=i O W N J — TOP OF CONC. y 18 O y TOP OF CONC y� _ ' 0 Ff�ONT END WALL ELEVATION I 18,O„ W N BACK END WALL ELEVATION < o SCALE: I/8": I' SCALE: I/8": 1' W O - I-mCCI IlieI Q U I F — o co a ❑ o Q �7 oo o CD CO CO_ oam ti rno _ -- oa_ _ TOP OF CONC 7 , -' i 20_°" 4 \ ,� Z 44 1L43 8ado KIGI-IT SIDE WALL ELEVATION SCALE: 1/5": I' / SEAL: e/e<,\ G ns PROE, . � /sa. I N FFA p� 4150 r vk 1•REGON TOP OF CONCH -- — I ay-o" if 219 qN. 13 DOb`Pc. LEFT SIDE WALL ELEVATION /ICI ABU-NI SCALE: 1/6": 1' EXPIRES: 12/31/2017 DATE SIGNED: JUN 02 2017 MEMBER PROPERTIES BASE RAIL 2 1/2"SQ.X 14GA TUBE W COLUMN POST 2 1/2 SQ.X I4GA TUBE z m CONCRETE SLAB W N Ca ANCHOR'A' 5/8"0 X 6"EXPANSION/WEDGE BOLTS- CO > Q PER ESR-2526 — J W in FOUNDATION NOTES: Q LL l o z 1. MIN.SLAB SIZE SHALL BE 18'-5 1/2"X 20-5 1/2" w 2. CONCRETE ANCHORS SHALL BE LOCATED AS SHOWN ON THE z O 0 Z _ FOUNDATION PLAN BELOW. 17-O - 0 Z z 0L 3. WHERE 2 OR MORE ANCHORS ARE REQUIRED IN CLOSE PROXIMITY, U — - O N MIN ANCHOR SPACING TO BE 4"BETWEEN ANCHORS. 0J Q U 4. MIN. EMBEDMENT DEPTH OF ANCHORS TO BE 3 I/4" — (EFFECTIVE EMBEDMENT 2.145"). U v O 5. ANCHORS TO BE SPACED NO MORE THAN 6"FROM POSTS. MIN.4" z G. ALL ANCHORS TO BE A307 EQUIVALENT OR BETTER. COLUMN POST EDGE DISTANCE N Q -C 7. ANCHORS TO BE INSTALLED PER MANUFACTURER'S REQ. EXIST.CONCRETE SLAB ANCHOR LLj 8. ASSUMED SOIL BEARING CAPACITY IS TO BE A MIN.OF -MIN. 4"THICK _��O BASE RAIL r F Ili t-) m 1500 PSF. - Q 1- S. ASSUMED CONCRETE STRENGTH TO BE A MIN OF 2500 PSI @ 28 GRADE Li, -J w '1 ui DAYS. o a 0 0 0 FOUNDATION DETAILED SCALE: 1/2": 1' tb, ,v ca ro ' , z6 � --v- N11` Q t� moo -Nicro 5112 LS (..-- �. I dGQ '42 2, N0 0 0 0 0 : 0 01 SEAL � o PRO,FS O ��5 GINFF si/EXp (STING SLAB �� 4150 : 0 A,I OREGON 4- I/O 0 0 0 0 0 `��N, 13 2�°� © RgCI A6U=tP FOUNDATION PLAN EXPIRES: 12/31/2017 SCALE: I/8": 1' DATE SIGNED: JUN 02 2017 • W N- D 20'-0" Z N U- > N O / 5'-0" I, 2 SPACES @ 5'-0"CC = I O'-O" I. 5-O" / / � 0 L° 0 = LP - o U o 0 v � z Z O z / �`: cn Q W ® ZoQ — z N o O Q II J u O o U o 60 p i- .63N w Z ft- N - LU O <Q H / _ - / 0 c a. Q 0 O 7.CD Rt- i- 97-WALK-IN DOOR ....., A'4% i /414n62/ ,„I / / ad I � �rcc'/ 5-1 " 3'-0" 'fl'-I O tr 5-0" - f c � m �20'-0. k s3 (cis) FLOOR PLAN a Q �1\- Q` SCALE:3/16": I' NOTE:SEE SHEET 3 FOR ANCHOR TYPE#MEMBER PROPERTIES G a O 7 SEAL: DOUBLE CORNER li DOOR 0 COLUMN i► p PRDFFS II) POST COLUMN POST ST ANCHOR AONC110R ill '1 ANCHOR `'`G I N F��s/�2 .: v 415 0 r. ,/\: i BASE RAIL BASE RAIL BASE RAIL Iv OREGON ANCHOR DETAIANCHOR DETAI ANCHOR DETAI SCALE:3/8": I' O SCALE:3/8": I' © : P ® 1/i) ,9�x^! 13,D°2�° SCALE:3/8" / ��� 'Cl ABS' ' EXPIRES: 12/31/2017 DATE SIGNED: JUN 02 2017 MEMBER PROPERTIES 12 COLUMN POST 2 I/2"SQ.X 14GA TUBE W N- 3(-- ROOF MEMBER 2 I/2"SQ.X 14GA TUBE Z CO ROOF SHEATHING " BASE RAIL 2 I/2"SQ.X 14GA TUBE j (\1 _ W 0 SEE SCHEDULE FOR PEAK BRACE 2 1/2"X 14GA CHANNEL < I\ � FASTENER ° KNEE BRACE 2 I/2"X 1 4GA CHANNEL REQUIREMENTS CONNECTOR SLEEVE 2 1/4"SQ.X 14GA TUBE Lp 0 Ll__I 6"LG. CONNECTOR ' ROOF MEMBER SHEATHING FASTENER SCHEDULE - in SLEEVE-FIELD I 0 LOCATION CORNER PANEL SIDE LAPS EDGE LAPS ELSEWHERE Z BOLT E.S.WI(6) #12 X I"SELF SPACING 6"CC MIN. I 4"CC 8"CC O O F- DRILLING SCREWS 4 �. FASTENER TYPE:# 1 2x I"SELF-DRILL SCREWS 1— •• 0 Z N- AS SHOWN i (ESR-2 196)W/NEOPRENE/STEEL WASHER o N- 0 O N KNEE BRACE- a — a_ m o ATTACH W/(2)#1 2 X SIDE WALL 1 p — j N I"TEKS SCREW E.S. SHEATHING-SEE 1 UJ SIDE WALL SCHEDULE FORL11 h- SHEATHING-SEE FASTENER �\ ROOF MEMBER 0cn 0 SCHEDULEFASTENER COLUMN POST REQUIREMENTS �I N REQUIREMENTS 6"LG. COLUMN f COLUMN OZQ SLEEVE-FIELD BOLT POST PEAK BRACE-ATTACH W71114111111111114* tii < p W/(6)#1 2 X I"TEKS 11 (2)#12 X 1"TEKS SCREW 2 H Z SCREWS AS SHOWN (id BASE RAIL E.S. (TOTAL 4 EACH END). W < I1 v m ' 1M MAINTAIN MIN. 1"EDGE W DISTANCE AND SPACING § w O a CC 0 0 — BASE DETAIL PEAK BRACE DETAIL FRAME DETAILED SCALE: I/2": I' O SCALE: I/2": I' O3 SCALE: 1/2": I' A 2 Lo 4 �k / O O X M S ma 0,,, Ca EAK BRACE \ _ ,Q Z 2 ROOF MEMBER ` 12 �►t. ! LO p , ... i-_��� --13 v y 1 ' 1 v I I I u. I ,p SEAL: Ank © I -__— KNEE BRACE PRO ilooK,$)0 FFs I ��G N FF s/�2 4150 r © i iI BASE RAIL I 1 OREGON 1 v � TOP OFCONC �: ,9R�n! 13,2°�P��C,� I7-9 t qC! ABv FRAME SECTION EXPIRES: 12/31/2017 SCALE:3/1 C": I' DATE SIGNED: JUN 02 2017 COLUMN POST ii 2"X 2"X 2"X 18GA COLUMN POSTMEMBER PROPERTIES WCLIP ANGLE E.S. r► 6"SLEEVE WELDED TO CONNECTOR SLEEVE 2 I/4"SQ.X 14GA TUBEDOOR/ SECURE TO POST '� BASE RAIL AND BASE RAIL 2 I/2"SQ.X 14GA TUBE z chLL WINDOW � AND HEADER W/(4) BASE RAIL ��► ATTACHED TO COLUMN SIDE WALL POST 2 12"SQ. W N O FRAME 40414;-41 � #12 TEKS SDS AS ��, POST WITH (6)#12 / X 14GA TUBE > r SHOWN SDS AS SHOWN Q `J �g 1- C z 1:11ICD 0 41 2"X 2"X 2"X 18GA — t() DOOR/ CLIP ANGLE E.S. - 0 WINDOW/DOOR DETAIL® COLUMN-BASE DETAIL WINDOW -1► SECURE TO POST z o Z SCALE: I/2": I' �®!®J O POST �' AND DOOR HEADER U� 1.- POST I/2": I' / W/(4)#12 SDS AS 2 �iiiiiitt� SHOWN#12 O N O R.DOOR/ C.1 - Q N WINDOW FRAME WINDOW/DOOR DETAIL® J U 3 4, 5'-0" 5'-0" I- 5'_0" I- 5'-0" SCALE: I/2 W O I� �It CZ Q N / Q '— <D cd n O I :..___/_ < I- m [V Q ~ 0 Z COLUM ,_i 6/ Z �_ W ¢LAI Q F POSTS 0 ai a Q p o = LPe BASE RAIL 2 6JNi co Lo RIGHT SIDE WALL FRAMING c . ,i - Q m SCALE: I/8": I' �` Z 7 8 I 5'_0 1 S'_O 1 5'_0" I 5'-O" I SEAL: / . 0 PROF F �& \,\GAN •( s/off COLUMN / , 4150 POSTS L. °' "IrkOREGON BASE RAIL E ¶ qN 13,2 c./ R4LI ABU�P 2O'-0" LEFT SIDE WALL FRAMING EXPIRES: 12/31/2017 SCALE: 1/8": I' DATE SIGNED: JUN 02 2017 MEMSEK PROPERTIES COLUMN POST 2 1/2"SQ.X I 4GA TUBE W ROOF MEMBER 2 I/2"SQ.X 14GA TUBE D m lL BASE RAIL 2 I/2"SQ.X 14GA TUBE W N O N HEADER 2 I/2"SQ.X 1 4G TUBE > Q DOOR POST 2 I/2"SQ.X I 4GA TUBE Uf L END WALL POSTS 2 1/2"SQ.X I 4GA TUBE CZ 0 Z In — im co0 Z oi- CZ o = W 0 I` 0 IL ,z w 4"X 2"X 1 5G FLAT ~ 0- —1 m 0 ROOF MEMBER Q — CLIP. SECURE TO 0 — Q N ROOF MEMBER AND �� POST W/(4)# 2 AK SDS AS SHOWN 2sZ O Mr I 2 ,;y i` 2"X 2"X 2"X I&GA 0 Q N --1 3 CLIP ANGLE.SECURE Q z1111110 TO ROOF MEMBER W AND POSTW/(4)#I2 __ END WALL POST -411111^ SDS AS SHOWN F } Ci Q ~ z coos S ,©m-. gym-• ROOF MEMBER DETAI 0 W W w Fo p SCALE: I/2": I' _ � g Q O O CT) a 0 0 WV r '© TOP OF CONC. `7 4'_0° 0'_O 4'_0° s ca o to Mr v . FRONT END WALL FRAMING ' j; O o o SCALE: I/8°: I' COLUMN SIDE WALL BASE RAILu., MllIl . itZ co POST ��_ d► 00 t� 2"X 2"X 2"X 18GA 11:14011111111 � CLIP ANGLE.SECURE TO POST AND BASE c<' RAIL W/(4)#12 SDS ak AS SHOWN 12 END WALL \t1 SEAL: i_IMF —1 3 BASE RAIL /� CORNER DETAIL® foPRoi COLUM G I N FFA %� POSTS 7 15 0 0 m �,► �REGON TOP OF CONC. co y ® �^�' AB ' 'I �� ^I `C 18�_O REAR END WALL FRAMING EXPIRES: 12/31/2017 SCALE: 1/8": 1' DATE SIGNED: JUN 02 2017 A w ,^ U- CO W N -I 0 � N N. Q H- EV W Lo 0 END WALL POST p END WALL POST 2"X 2"X 2"X 18GA Jr DOOR POST Q_Z I z 0 H ABOVE HEADER CLIP ANGLE E.S. 2"X 2"X 2"X 18GA , — w Am. SECURE TO POST CLIP ANGLE.SECURE Jr� o CZ ' w AND DOOR HEADER TO POST AND BASE 4"X 4"X 18GA FLAT 0 [� 0 > ' 0 W � // W/(4)#I 2 SDS AS � CLIP E.S.SECURE TO p CD o_ cm p RAIL W/(4)#1 2 SDS SHOWN e� POST AND BASE RAIL _ t+ AS SHOWN W/(7)#1 2 SDS AS O N 4� SHOWN u— l� DOOR HEADER sZ U J 0— BASE RAIL ABOVE HEADER DETAI DOOR BASE DETAILED Q SCALE: I/2": I' SCALE: I/2": I' Z III LI Q F Z 16 w z Ca L11 111 ° g a 0 w a 0 0 JS °° V, _� Ooxa vl. J '0 2"X 2"X 2"X 18GA END WALL POST CLIP ANGLE E.S. 2"X 2"X 2"X 18GA SECURE TO POST CLIP ANGLE.SECURE SEAL: END WALL AND HEADER W/(4) �► POST +' #12 SDS AS TO POST AND BASE `' RAIL W/(4)#1 2 SDS AS SHOWN 10' END , p PRO 1114.151-1OWN �rSBASE RAIL � � G�N� S,0 DOOR POST DOOR HEADER .J DOOR HEADER DETAI 0 COLUMN-BASE DETAI %'4150 SCALE: I/2": I' SCALE: I/2": I' 0 f.� ,"EGON • 1,,i) 44 11:113A13'2.)lb'\''scej EXPIRES: 12/31/2017 DATE SIGNED: JUN 02 2017