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HomeMy WebLinkAboutPlans rm Wa -A--/ YY\aro- C(r ed N-i1 r() �_CO,E Na �, �� o C � t�k�- r��o �RECElVED EoLr, o Y BRAD CRANDALL = oEa �� co I DEC 2021 "" 0 _� w a o �` ( L� � >P� 11880 SW JAMES CT. CITY Or-TIGARD °"3` a o " b �,sl�� r g� TIGARD, OR 97223 BUILDING DIVISION °°_ ° I- 20' X 25' X 12' Q LLJ W .. 2m a = m Re aou v 00 w Z p.'2gk IY 0 U Lu W.,f, w LU O W W DESIGN NOTES DESIGN CRITERIA SCOPE OF WORK oWw€Q z > a c. of 1. ALL CONSTRUCTION SHALL BE PROVIDED IN ACCORDANCE WITH IBC PREVAILING CODE: OSSC 2019(IBC 2018) 1. THIS PLAN SET IS LIMITED IN SCOPE TO THE FIELD OF STRUC. :m 8 W e g o O 2018,ASCE7-1 6,OSHA,AISC 360,AISI 100, USE GROUP: U(CARPORTS,BARNS) ENGINEERING PER THE SPECIFIED DESIGN LOADS AND VIM! °I N 3 M¢ v r ' CONSTRUCTION TYPE: II-B APPLICABLE BUILDING CODES.ANY DISCREPANCIES IN DESIGN }} ° LLam 0 �J ,o AWS D1.3 CODES AND ALL APPLICABLE LOCAL REQUIREMENTS. E 8"`.22 RISK CATEGORY: I LOADS SHALL BE BROUGHT TO THE ATTN.OF THE ENGINEER • OF o i n o;m 2 C BUILDING FOOTAGE: 500 SQ.FT RECORD. `„Z"'_°< U _ 2. BASE CONNECTIONS SHALL BE PROVIDED AS SHOWN ON FOUNDATION «°1 W B - DETAILS SHEET. V§5. „ v " 1. DEAD LOAD(D) D=2.0 PSF 2. ALL WORKS RELATED BUT NOT LIMITED TO ARCH./SITE/HVAC/ o W t ,t O `�. ELEC./MECH./ZONING AND EXIST.FOUNDATIONS,ARE °" co 3. ALL MATERIALS IDENTIFIED BY MANUFACTURER NAME MAY BE 0,T,2wgO SUBSTITUTED WITH MATERIAL EQUAL OR EXCEEDING ORIGINAL. 2. ROOF LIVE LOAD(Lr) Lr=20 PSF BEYOND THE SCOPE OF THIS PLANS SET.AND MUST BE &-pE �g J o. ADDRESSED BY RESPONSIBLE PROFESSIONALS IN CHARGE w=a o Q SNOW LOAD(S) 4. ALL SHOP CONNECTIONS SHALL BE WELDED CONNECTIONS.NO FIELD 3. m"` 3 00 WELDING IS REQUIRED. GROUND SNOW LOAD Pg=25 PSF ..=', ¢� 4 IMPORTANCE FACTOR Is=0.80 DRAWING INDEX '2pQa_ U w d 5. ALL FIELD CONNECTIONS SHALL BE#12(1/4"X1") (ESR-2196) OR THERMAL FACTOR Ct= 1.2 Po o h 0 - Z } I APPROVED EQUAL. EXPOSURE FACTOR Ce= 1.0 1 COVER SHEET V,'w=-_r, K < r 0 m ROOF SLOPE FACTOR Cs= 1.0 ";`O1 LU CO I- 3wLL6rc di FLAT ROOF SNOW LOAD Pf= 17 PSF 2 ELEVATIONS G 6. STEEL SHEATHING SHALL BE 29GA.CORRUGATED GALV.OR PAINTED w _ STEEL-MAIN RIB HT.3/4"(FY=80KSI)OR EQ. SLOPED ROOF SNOW LOAD Ps= 17 PSF 0 co o 0 0 MINIMUM SNOW LOAD Pm=20 PSF 3A FOUNDATION PLAN 7. ALL STRUCTURAL LIGHT GAUGE TUBING AND CHANNELS SHALL BE WIND LOAD(W) 3B FOUNDATION DETAILS GRADE 50 GALV.STEEL(FY=50 KSI,FU=65 KSI)PER RELEVANT ASTM. 4. �C3 C "oDESIGN WIND SPEED Vult= 115 MPH.EXPOSURE C 4 FLOOR PLAN 8,DETAILS "8. STRUCTURAL TUBETS2Yz'X2Y,' -14GA.ISEQUIVALENTTO TS 2Ys'X 2Y,"-12GA AND EITHER ONE MAY BE USED IN LIEU OF THE5. SEISMIC LOAD(E) 5 FRAME SECTION&DETAILS0°i OTHER. Ss/S1 0.85/0.394 _ EoSDs/SD1 0.68/NULL 6A SIDE WALL FRAMING9. 12GA IS DEFINED AS 0.109"THICKNESS.14GA IS DEFINED AS 0.083" DESIGN CATEGORY THICKNESS.26GA IS DEFINED AS 0.019"THICKNESS.29GA IS DEFINED AS ot 0.015"THICKNESS. SITE CLASS D (DEFAULT) 6B SIDE WALL DETAILS ❑ oIMPORTANCE FACTOR le=1.00a 10.GYPSUM BOARD OR DRYWALL FINISH OR ANY BRITTLE BASE MATERIAL IS 7A END WALL FRAMING s NOT CONSIDERED OR ACCOUNTED FOR ON THE DESIGN CRITERIA OF ASD LOAD COMBINATIONS: THIS STRUCTURE,U.N.O. 1. D+(Lr ORS) 7B END WALL DETAILS SEAS 2. D+(0.6W OR±0.7E) 3. D+0.75(0.6W OR±0.7E)+0.75(Lr OR S) r:0 PR OFF 4. 0.6D+(0.6WOR±0.7E) SS,SPECIAL INSPECTIONS 1 NFF� /ONO SPECIAL INSPECTIONS ARE REQUIRED FOR THIS STRUCTURE,AS 33 Ii •r IT MEETS THE EXCEPTIONS OF SECTION 1704 PER OSSC 2019(IBC 2018),UNLESS EXPLICITLY REQUIRED BY THE BUILDING OFFICIAL. -iilFe'•' " REVISIONS �j T �j COPY �gR 13 Zoe MARK COMMENTS DATE OFFICE S' SAADY ON-Ol„i3OC by-15AA0YAMIN gADYAO - ISSUED FOR PERMIT&CONST. SEP 73 2021 DN:c=ue.D=Dnio. a��a"erne,=Aotat0000000neD7aSDs ?Err.CASASD,CN=SANDY AMIN • A M I N H i am Epp wing,Nis document Location.ts 0Toledo.OH Pose: DFRe.detYrsio,11•0.1 EXPIRES: 12/3U2021 Posh PDF Reeder Versien.11 0.1 DATE SIGNED: SEP 13 2021 i U h. co o 12 12 3� tiN N N. 3 1— �� w N- as u. ¢ ° M O IINIIIMM N IMMIIIIIIII O III iU_' Ca) Ci O Z [L IN N F In CI m • - -, WW Q IIIIIah U ILIo TOP OF CONC. 'r 20'_0" 'r TOP OF CONC. 'r 20'-0' 'r —Ia W 0 FRONT END WALL ELEVATION BACK END WALL ELEVATION ° Q SCALE:1/8":1' SCALE:1/8":1' U LL N VO N m co 0' J P / J Z Z . ¢ w O U C - Z ce I- Z m m 7 Ill 44 ¢¢ Z U 2 K K Q 2 a o co ❑ ❑ u m L a- I .TOP OF CONC.- 2_0" oRIGHT SIDE WALL ELEVATION =p Lc) SCALE:SCALE:1/8":1' (a N o c 0 ^ ° o s w a t all SHEATHING 29GA...- • SEAL CORRUGATED STEEL • TYP.ALL AROUND („<pPRpFE. �� SS�GINFFo � 9 y Q f33 �r U z 2 • LL N 4/AR.13 e - / SAADY AMA f TOP OF CONC. 'Iy 25'-0" LEFT SIDE WALL ELEVATION EXPIRES:12/31/2021 SCALE:1/8":1' DATE SIGNED: SEP132021 MAX.6' o ANCHOR COLUMN POST N. U co BASE RAIL w N N LL P o O ab co m co< vi Q SIDE EL VATION - LU LL C1 m .. MIN.4" ANCHOR— -�-- COL.POST O 1-1-1 w x I- ANCHOR-TO-CONC. f Ce a o w 0= EDGE DIST. BASE RAIL PIECE— MIN.4" Q U - v w U0 ANCHOR 6X6-W2.0 X W2.0 WWF— EDGE DIST. O z Z a w OR #3 REBAR @ 18" OPTIONAL 2-3/4"x 1-1/2"NOTCH < O O T/CONC.EL. BASE RAIL C/C E.W. UO 2 U CONC.SLAB- _1 ¢ GRADE O (MIN. v N e,y e + : r _ AWAY FROM FDN.) v o M n m = LWZ COMPACTED- J 1 1 Z N w SUB-GRADE 3" I U ce o 90 u J Z Z O 7' ii a ~ z m U (3)#4 REBAR CONT. W m I- Z ANCHORAGE DETAIL FOUNDATION DETAILO 0 Cil N 0 0 o SCALE:3/4":I' SCALE:1 1' i i F.m N 9 = tea s p ;Lii 8 i i ILIL[1" ANCHORAGE NOTES: a Ri a 1. ANCHOR INSTALLATION REQUIREMENTS: a 'A -MIN.ANCHOR EDGE DISTANCE: 4.00" SEAL -MIN.ANCHOR HOLE DEPTH: 3.00" -MIN.CONCRETE EMBEDMENT DEPTH: 2.75" ��,iyED PROFFS•S/ -MIN.EFFECTIVE EMBEDMENT: 2.25" ��� (4, G I N EF,p O� MEMBER PROPERTIES -MIN.SPACING BETWEEN(2)ANCHORS: 2.75" 933 0� ,r BASE RAIL 2 1/2"SQ.X 14GA TUBE 2. ANCHORS TO BE SPACED NO MORE THAN 6"FROM POSTS. - - - - - COLUMN POST 2 1/2"SQ.X 14GA TUBE ors' CONCRETE SLAB 3. ALL ANCHORS TO BE A307 EQUIVALENT OR BETTER.ANCHORS TO BE INSTALLED PER iLjq ��0 R.13,2 1/20"x 7"LG.STRONG-BOLT 2 MANUFACTURER'S REQ. ANCHOR'A' EXPANSION ANCHOR(PER ESR 3037) 4. CONCRETE STRENGTH TO BE A MIN OF 3000 PSI @ 28 DAYS. SgADY PO EXPIRES:12/31/2021 DATE SIGNED: SEP 13 2021 25-0" / /l'-10$ 3-0" 1 5'-1$' 9 2 SPACES @ 5'-0"CC=10'-0" 5'-0" U n N �� E. „ W n E, I' L,o, O a LL a I a ao o I v 3o U �o Z = ♦ Q o m O z r o 0 Z Lj o w Q °z = _ o o _I 0_ 0 w 1 1 1 1 o 0 q o tI �I 21 ti q oQ O eel K1 Ki u_I © cN 0 LL CN LL LL1 LLI LL a 1 U � CO 0 H co Q . H o I a 'o O w o o - =____/._ Q IJ ; m I w co - i ce ~ Z w W I o = g g 1® I I o co o 0 0 I I 0 F o ,z- ©"I 5'-0" 3 SPACES @ 5'-0"CC=15'-0" m N 0••tt"" 25'-0 �" ° Q o o A _ E-o FLOOR PLAN NOTE:SEE SHEET 3 FOR ANCHOR TYPE&MEMBER PROPERTIES 1.0 FPce SCALE:1/4":1' LL F.1 a p O w ra ra S. o. w SEAL (2)DOOR/END DOOR/ U (prim WALL POSTS p PRQII COLUMN1� COLUMNCORNER \�'����G 1 N FFSS'iPOSTPOST COLUMNgNCHOR tv� �a .F� ,.Illiookii PosT 933 I r"ANCHOR ANCHOR -��� ii (2)ANCHORS 144*BASE RAIL BASE RAIL 0 3 BASE RAIL BASE RAIL qR 13,2 ANCHOR DETAIL® ANCHOR DETAIL® ANCHOR DETAIL® ANCHOR DETAIL® SAAOYAMt‘ SCALE:1/2:I' SCALE:1/2':1' SCALE:1/2':I' SCALE:I/2':1' EXPIRES:12/31/2021 DATE SIGNED: SEP 13 2021 12 PURLINS PEAK BRACE PURLIN @ 3'-S"C/C-TOTAL 8 0 3 X 48' r. ROOF MEMBER 12 m ROOF SHEATHING-SEE MF` /.1; � U N J_ r\ SCHEDULE FOR FASTENER i/ I, lbh N Q N O REQUIREMENTS © 6'-0" ��= Q K I- c+l © �p w n o Q ROOF MEMBER I a�l o 4 m 0 06 e, KNEE BRACE — O r )'2'RET. \ II Z z m .. TYP. a J 1 5- 0 o w z 1 O LL U w U o W W 6"LG.CONNECTOR R z E 5 N SLEEVE-FIELD BOLT 4 KNEE BRACE-ATTACH - O N E.S.W/(4)#12 X 1" WI(2)#12 X 1"TEKS SELF DRILLING SCREW E.S. (4 TOTAL) SCREWS AS SHOWN Si .0 d 4 Q U v L N SIDE WALL COLUMN POST u. O N— a 0 SHEATHING-SEE 4 BASE RAIL © co co SCHEDULE FOR © TOP OF CONC. J 0,FASTENER '. REQUIREMENTS o z 4 20-0"O/O L U Lai- O FRAME SECTION Q 0 03 MEMBER PRO0ERTIES SCALE:I/4":I' LU m w Li COLUMN POST 2 1/2"SQ.X 14GA TUBE = qa qa ROOF MEMBER 2 1/2"SQ.X 14GA TUBE O In o 0 0 FRAME DETAILED BASE RAIL 21/2"SQ.X 14GA TUBE SCALE:3/4":1' PEAK BRACE 2 1/2"X 14GA CHANNEL 3E/4 PATTERN(±9"C/C) s de a KNEE BRACE 2 1/2"X 14GA CHANNEL 9" F�[� "� 0 0 CONNECTOR SLEEVE 21/4"SQ.XI2GATUBE .Jr p. #NN PURLINS 4"X 14GA HAT CHANNEL ✓ -, A a8 O SHEATt NG FASTENER SCHEDULE 36"LOCATION CORNER PANEL SIDE LAPS EDGE LAPS ELSEWHERE NI d p In SPACING 9"CC MIN. 1 4"CC 9"CC 29GA. -3/4' RIB - CORRUGATED SHEET P9 "€ °' FASTENER TYPE:# 12x1"SELF-DRILL SCREWS 2 M3 La (ESR-2196)W/NEOPRENE/STEEL WASHER scaLE:�;':I' Q SIDE WALL a . SHEATHING-SEE END LAP SEAL SCHEDULE FOR MAX.4Ys"C/C e � d, FASTENER PURLIN OR ROOF BEAM c. PROFREQUIREMENTS / /� FSCOLUMN ROOF MEMBER SIDE LAP J STITCH SCREWff (‹D aG I N FFs/p6"LG.COLUMN POST MIN.(1)#25D5 6"PANEL / 'p 2SLEEVE-FIELD BOLT 4� , ,� LAP 933 �9� W/(4) #12 X 1"TEKS YB.\ Y"REF. SCREWS AT EACH A.,r TYP. PEAK BRACE-ATTACH , ( .PATTERN C TERN �'; aN ) SLEEVE 1 W/(2)#12X 1"TEKS e I� SCREW E.S.(TOTAL 4 - ter, Fv.P�EOP' ELSEWHERE '/$qR ,13 ,Lp'� EACH END).MAINTAIN 'PATTERN sFc�,,,O. ' S` �1 BASE RAIL MIN.1"EDGE DISTANCE (±9"C/C 1 se AADY A�` AND SPACING A CORNER/EDGE BASE DETAI © PEAK BRACE DETAI 0 SHEATHING FASTENER PATTERN EXPIRES:12/31/2021 SCALE:3/4":1' SCALE:3/4":I' SCALE.3/16":I' DATE SIGNED: SEP 13 2021 0 0 U cc-I y N (V N P 0% O an 7' O O — o Z `IC ~ a. 0 z Hw— F ❑z on o O w w Y F 0- 0 N o DZ 2 O 0 o M, CONTROL_ JOINT + !I, / CO O 0 0 z a LE Z ( V 1- Z O Ili O OI w IY w Z :0J a) I- 1- W Z 0 II n C C ❑ O U • _Q — I _ O O O` Ja r� AI- r� P.pz / xm �fI' q 25,_5}., q� -§O m = E-o FOUNDATION PLAN st aia , § 17 SCALE:1/4":1' o d C F I- FI Fil a FOUNDATION NOTES: SEAL' MEMBER PROPERTIES 1. MIN.SLAB SIZE SHALL BE 20'-5 1/2"X 25'-5 1/2"TO ALLOW A MIN.OF 4"ANCHOR-TO-CONCRETE EDGE DISTANCE. BASE RAIL 21/2"SQ.X 14GA TUBE QED PROpF _ COLUMN POST 2 1/2"SQ.X 14GA TUBE 2. CONTROL JOINTS SHALL BE PLACED SO AS TO LIMIT MAX.SLAB SPANS TO 20'IN EACH DIRECTION. GE:'l� SS CONCRETE SLAB 3. CONCRETE ANCHORS SHALL BE LOCATED AS SHOWN ON THE FOUNDATION PLAN WITH A MINIMUM OF(1)ANCHOR PER POST. zixct" 4, 933 'Fq /�; ANCHOR'A' 1/20"x 7"LG.STRONG-BOLT 2 4. DEPTH OF SLAB TURN DOWN FOOTING SHALL BE GREATER THAN THE LOCAL FROST LINE DEPTH. EXPANSION ANCHOR(PER ESR 3037) 5. DEPTH OF FOOTINGS SHALL EXTEND INTO UNDISTURBED SOIL OR COMPACTED ENGINEERING FILL. - • / < �I •N 6. ASSUMED SOIL BEARING CAPACITY IS TO BE A MIN.OF 1500 PSF. 4141t.13,e 7. CONCRETE STRENGTH TO BE A MIN OF 3000 PSI Q 28 DAYS. 8'4ADY AO 8. CONCRETE SLAB TO SLOPE A MIN OF 1/8"FOR EVERY 12"TOWARDS LARGE OPENING(S)TO ALLOW DRAINAGE. EXPIRES:12/31/2021 DATE SIGNED: SEP 13 2021 5'-0" 3 SPACES @ 5'-0"CC=15'-0" 5'-0" k • m 4 PURLINS@ . 'I �• r� N N. 3'-5"C/C / U c� I II II II II I w p N LL I II II II II I lj 9 0 I, II II II 11 I. -,o z 1 cD'Q^ v ~COLUMN — Ce z m . POSTS 1.1— r w Z o ` —1w —I ci Q a O N x x z > o U w o Q 4: BASE RAIL J Q -a'' , v No 25'-0" m H N ro RIGHT SIDE WALL FRAMING J SCALE:3/16":1' Q 0 Z Q U w O o z y 5'-0" 3 SPACES @ 5'-0"CC=15'-0" '� "�5'-0" w mL re Z co PURLINS @ ..1, '� 3'-5" L I1II , S a G4 #m" COLUMN A o O m o °' ci POSTS b i r-- 0 C SEAL BASE RAILIlII �, ' I, ���� F.s 20'-14„ 30„ ti �0'1NEF �p3 LEFT SIDE WALL FRAMING ' '°' 4933i \ j r SCALE:3/16":1' _ ,_ /ii i I'.' 'N MEMBER PROPERTIES 414R.13,20k. SIDE WALL POST 2 1/2"SQ.X 14GA TUBE `SHADY AO BASE RAIL 2 1/2"SQ.X 14GA TUBE CONNECTOR SLEEVE 2 1/4"SQ.X 12GA TUBE PURLINS 4"X 14GA HAT CHANNEL EXPIRES:12/31/2021 DOOR POST 2 1/2"SQ.X 14GA TUBE DATE SIGNED: SEP 13 2021 0 CA ,/,N Q N - I— 0, O a ac LL c7 m O Q -o 3d N 0 ROOF MEMBER SPLICE SCREWS < 6"SLEEVE WELDED TO BASE MIN.(2) 83 C0 RAIL AND ATTACHED TO COLUMN POST ,��, — OZ m COLUMN POST WITH(4) #12 SDS AS SHOWN w Y Z GIRT/ b Q L U 1— Yz"RET. B \ PURLINS d EL�'e f 0 _ _ TYP. B„F p z IL 0 c� co r FASTENERS BASE RAIL ATTACH /R3 P J SPLICE DETAIL _, COLUMN-BASE DETAIL° GIRT/PURLIN DETAIL® 0 SCALE:3/4":1' SCALE:3/4":1' o v O N O J 0• J o 0 z Q K V Ci— O LaZ ' I a - o m ti c4 E- z w m w i w r 0 0 0 o 1 L DOOR POST A 800? 11 = c o COLUMN POST 2"X2"X2"X 18GA 2"X2"X2"X 18GA • 0 �. li CLIP ANGLE E.S. PCI CLIP ANGLE SECURE o ^ o 0 TO POST AND 4"X 2"X 18GA FLAT -16 SECURE TO POST AND w ->a DOOR/ CLIP E.S.SECURE TO �� BASE RAIL W/(4)#12 HEADER W/(4) #12 ! 14 WINDOW POST AND BASE RAIL SDS AS SHOWN HEADER �1 TEKS SDS AS SHOWN a #111 WJ(4)#12SDSASSHOWNI _ � B PRCFFS BASE RAIL (,..--c.v�'t/�G1NF�. O• WINDOW/DOOR DETAIL® DOOR DETAIL® /� �, SCALE:3/4":1' SCALE:3/4":1' / 933 c" N 414R.13,20:' 84ADY PO EXPIRES: 12/31/2021 DATE SIGNED: SEP 132021 MEMBER PROPERTIES CORNER POST 2 1/2"SQ.X 14GA TUBE ROOF MEMBER 2 1/2"SQ.X 14GA TUBE J o^ BASE RAIL 2 1/2"SQ.X 14GA TUBE co HEADER 2 1/2"SQ.X 14GA TUBE U N Q N END WALL POSTS 2 1/2"SQ.X 14GA TUBE to)`z I— CV f� Ill d O 0 12 a-O 0 —Q coZ $ co . UwZ YCOLUMN :1;.1111 Q O O w w w POSTS IV Ck a U y O LL a ¢ J 9 J 4"X 2"X 18GA FLAT CLIP. ROOF MEMBER Q 'O SECURE TO ROOF MEMBER AND POST W/(4( #12SDS �� Z mr U AS SHOWN a m No N mt—1 minimi �Sr. I JWTOPOFCONC. 1 " g_p^ 8_p^ (2)2"X2"X2"X 18GAo 1_b� CLIP ANGLES.SECURE FRONT END WALL FRAMING TOROOFMEMBER SCALe3/16":IEND WALL POAND POST W/(4)#12 ce Jp SDS AS SHOWN ¢ F z m ROOF MEMBER DETAILED W m 1 Z SCALE:3/4":1' U.1 Q Q O m ❑ ❑ ❑ t NO _ K Igir 2O a CORNER 2"X2"X2"X18GA a POST d1 CLIP ANGLE W/(4) g CAI COLUMN #12 SOS AS SHOWN POSTS SEAL' p cu SIDE WALL • BASE RAIL BASDE RAILL ���y���GI N£ di x�933 �r�� i.);11 �/ �r �.CORNER DETAI © k1 e SCALE:3/4':1' 210 TOP OF CONC. 20'-0" Ali SHADY AMA REAR END WALL FRAMING SCALE:3/16":1' EXPIRES: 12/31/2021 DATE SIGNED: SEP 13 2021 V) or J_ ' N N r v N Q N Lu '- a O LL o Q LLI c9 m O Q r. a Na 0 END WALL POST END WALL POST O 0 ABOVE HEADER (2)2"X 2"X 2"X 18GA ,��. 4'X 2"X 18GA FLAT - Z ,fir CLIP ANGLES.SECURE 2"X 2"X 2"X 18GA CLIP CLIP E.S.SECURE TO Z m TO POST AND BASE RAIL POST AND BASE RAIL W/(4)#12 SDS AS ANGLE.SECURE TO F- (Li O W/(4I#12 SDS AS U z SHOWN POST AND BASE RAIL W/ ;j(((yyy SHOWN Q -3 U w E (4) #12SDSASSHOWN �� 0 w w <f� ` LL a U N 41 DOOR HEADER Po BASE RAIL o Q ABOVE HEADER DETAIL DOOR BASE DETAIL® o SCALE:3/4":I' O SCALE:3/4":1' o a. N 0 Q N W m J U J 0 z z Q V w C1 a - Z K oe F Z co W m W d� QQ F Q) a K 0 C ONO r _ V 1 (2)2"X2"X2"X 18GA END WALL POSTCLIP ANGLES.SECURE =END WALL TO POST AND HEADER (2)2"X 2"X 2"X 18GAPOST W/(4)#12 SDS AS CLIP ANGLES.SECUREoSHOWN TO POST AND BASE RAIL r o tW/(4)#12 SDS ASaSHOWN 1%111111110BASE RAIL de' sane DOOR HEADER 41 . DOOR HEADER DETAIL® COLUMN-BASE DETAIL® �5��� G1N fFFss�o SCALE:3/4":1' SCALE:3/4":I' (z"--c.D .. ACV F� 2 933 N 4-41R.73,'e' SHADY PO EXPIRES:12/31/2021 _ DATE SIGNED: SEP 13 2021