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HomeMy WebLinkAboutBLD Plot / Site Plans - 11/30/2003 ' G, 0&-12-01 ZEE SECT I ON 51ZE WGT E�cTive 5 G N (�AL- NO T ✓: D B T G w R AMA Farr Ix sx JOB NUMBER- 01-5671 PROPERTIES DEALER STEVEN Ja-Morr- IriW, 1. MA ---R I AL5 SPEC I F I GAT I ON ASTM DE5I GNAT I ON Y I ELD 5TRENC'TH 1 K I K IK IK Dm. IK IK' Imo. IK ' I K, FLAT BAR A-529 FY = 50 K51 MIN 10 325 .105 1.021 50.00 3/16 1.b90 b.431 2b.546 5.046 PROJECT- PWeT 5a-ND EVERGREEN STEEL PLATE A-570 FY = 50 K51 MIN .075 0.970 50 DO 3/16 1.350 4.594 19 555 3.303 A-36 FY = 45 K51 MIN ILO 225 .105 1.021 50.00 3/16 1.575 5.559 1a.156 3 4.05 LOCATION- beLFAIR WA HOT-ROLLED MILL SHAPES A-36 FY = 45 K51 MIN COW PLATE-5 A-36 FY - 36 K51 MIN .090 0.996 50.00 3/16 12;5 4.594 15.625 3.472 BRAG- RODS FY 5S K51 (GRADE D) .075 0.970 50.00 3/1 b 1.125 3.525 13.D70 2.55b GOLD-FORMED LIGHT GAGE 5HIAPE5 A-446 FY = 50 K51 (GRADE E) D T O60 0.944 50.00 3/16 0.900 3.062 10.454 2.0551DC - 59 X 106 X 20 2/12 ROOF AND WALL 51EETING (R PANEL) A-446 � = 50 K51 (GRADE D) ROOF 51 EET I NG (STANDING SEAM) A-325N 5.0 2.75 .105 1.021 50.00 3/16 1.575 5-559 15.331 3.a02 BOLTS TYP GRADE 5 w .090 0.996 50.00 3/16 1350 4.594 13201 5.074 1/2„ BOLTS 075 0.970 50.00 3/16 1.125 3.828 11.049 2.433 LOADING I NFORMAT I ON BLDG. CODE 1997 u6G r O60 0.994 50.00 3/16 0.900 3.062 b.659 1.b61 \ 6.0 2.50 Ob0 0.994 50.00 3/16 0320 2.450 4.020 1235 LIVE LOAD 25 PSF 2. PRIMARY STRUCTURAL PAINT i ENAMEL. GREEN DEAD LOAD 2 P5F + FRAME WT. Wc'T3 SECONDARY 5TRUGTURAL GOATING GEE SECT I ON 5i PER E EcrrvE s a PER � � FORMED FROM GALVANIZED PRODUGT5 (G60) PROPERTIES D E5 T G w R ` FOOT Ix 5x WIND LOAD 85 MPH EXP. 6 Z 4, �, /CONTRACTOR OR A/E FIRM RESPON5161 L I T I ES I K I K I K I K Dry. I K I K 2 Le. I K 4 I K s MEGHAN I GAL LOAD NONE SYSTEMS STANDARD PRODUCT SPECIFICATIONS FOR DESIGN, FABR I CATION, 10 3.25 .105 1.166 90.00 5/16 1.b90 6.431 25.100 5.452 PACIFIC 6UILDING GROUND SNOW LOAD, NOT REQ. QUALITY CRITERIA, 5TANDARD5 AND TOLERANCES 5HALL GOVERN THE WORK, UNLESS STIPULATED I .D7S 1.093 90.00 3/16 1.350 4.594 20.0b3 3.574 � OTHERW 15E IN THE CONTRACT DOCUMENTS. w 9.0 225 .105 1.166 90.00 3/16 1.575 5.359 17.761 3.947 090 1.130 90.00 3/16 1350 4.594 15.305 3.401 I 15M 10 ZONE: 3 Ei IN GA5E OF D I SGREPANG I ES BETWEEN PAGIFIG BUILDING SYSTEMS STRUCTURAL PLANS AND PL AN`- D .D7S 1.09590.00 3/1 b 1.125 3.a2a 12.b20 2.b00FOR OTHER TRADE5, THE PAGIFIC BUILDING 5Y5TEM5 PLANS SHALL GOVERN. .p60 1.057 90.00 3/16 0.900 3.063 10267 2.034 ON51B1LITY OF THE BUILDER/CONTRACTOR TO OBTAIN APPROPRIATE APPROVAL_5 AND 5.0 2.75 .105 1.166 90.00 3/16 1.575 5.359 14.9b6 3.7475t"IEETING Q IT IS THE RESP � - GE55ARY PERMIT5 FROM CITY, COUNTY, STATE, OR FEDERAL AGENGIE5, A5 REQUIRED. .090 1.130 90.00 3/16 1.550 4.594 12.922 3227 0 .075 1.093 90.00 5116 1.125 3.b28 10.830 2.563 I ROOF 26 GA. GOM L GRADE (W I-LITE) U APPROVAL OF PAG i F I G BUILDING 5Y5TEM5 DRAW I NG5 CONST I TUTE5 THE BU I LOER/CONTRACTOR OR �/E FIRM pbp 1.057 90.00 3/16 0.900 3.063 b.52b 1.954 a ACCEPTANCE OF THE PAGIFIG BUILDING 5Y5TEM5 INTERPRETATION of THE CONTRACT PURCHASE oF�ER. WALL5- 26 GA. GoML GRADE (SAG✓ G�cEIJ� 6.0 2.50 .060 1.OS7 90.00 5/1 6 0.720 2.450 3.904 1.209 ! o ONCE THE BUILDER/CONTRACTOR GR A/E FIRM HAS 51 GNED PACIFIC BUILDING 5Y5TEM5 APPROVAL l o PACKAGE, GRANGES FROM THE PURCHASE ORDER BY THE BUILDER --BE BILLED TO THE BUILD/ -- a CONTRACTOR FOR MATERIAL, ENGINEERING, AND HANDLING FEE5. 5" GHANGE5 MAY GAU5E THE 36' COVERAGE I N5ULAT I ON PROJECT TO BE MOVED FROM THE FABR I GAT I ON AND/OR 5H I PP I NG 50HEOULE. A PENALTY FEE MAY x BE GRARGEO IF THE PROJECT MU5T BE MOVED DET�INGTION AND/OR 15HvPPES wl 1211 j (zOOF- 2 REINFoRceo (R-7) - 6Y P65 A5 LONG A5 PACIFIC BUILDING 5Y5 q PURCHASE ORDER. 1 ioN STARTER 6Y OTHERS �' THE BUILDER/CONTRACTOR OR A/E FIRM 15 RE BLE FOR AFL ONOT FLJR PROJECT 6Y PcocgACIFIC F IGr BU LD I NG NOTE MINOR R I B5 NOT SHOWN r\v E i - ~ ALL INTERFACE AND GONPATIBILITY CONCERNING ANY MATE - WALLS 2 RE1NFCRGED (9-7) by P65 SYSTEMS ARE TO BE CONSIDERED AND COORDINATED BY THE BUILDER/CONTRACTOR OR A/E FIRM. THE5E PACIFIC BUILDING 5Y5TEM5 A55UIvPT I ON5 SHALL GOVERN UNL E55 SPEC I F I G DE51 GN GR I TERA 2 6 G AGE PANEL TYPE TI-KWT- I x I N' Sx I N' I x I K' Sx I N' CONCERNING THI5 INTERFACE BETWEEN MATERIAL5 15 FURNISHED AS PART OF THE PURCK615E ORD6. IN. IP5F Po5mvE BENDING NEGAT7vE BEADING Q R PANEL SUPER-5PAN .D195 0.95 .0520 .0505 .0425 .0793 WALK-IN DOOR SGNEDULE sYM�oL = THE BUILDER/GONTRAGTOR 15 RESPONSIBLE TO INSURE THAT ALL OTHER PROJECT PLANS AND AUTHi`7ITIE5. SECTION ON 0622 .0654 OS 1 O 0824 = _ SYM. QTY. DESCRIPTION GOVERNING BUILDING -3 .0206 1.02 ~ SPEC 1 F I GAT I ON15 COMPLY WITH THE APPL I GABLE REQU I REMENT5 OF ANY PBR 6 5PEGIYING SEALED ENGINEERING DE51GN DATA AND DRAWING5 FOR THE PACIFIC BUIL-DING 5Y5TE15 PROPERTIES HI-RIB II .019b 0.9b .0423 .040b 03b3 .0434 A 1 3'-0" x 7'-O° BY Pb.5. (INSULATED) BUILDING DOE-5 NOT IMPLY OR CON5T I TUTS AN AGREEMENT THAT PACIFIC BUILDING SYSTEMS OR I'S DE5 I GN ENGINEER 15 AGT I NG A5 THE ENGINEER OF RECORD GR DE51 GN PROFESSIONAL FDR THE GOM PROJECT. THERE DRAWING5 AND DE-51GN DATA ARE 5EALED A5 TO THE- 5Tf�JGTURAL 5'5TEM 24" COVERAGE STRUGTIGN PROJE FOAMED OPENING 5Gf IEDULE sYM�oL = SHED BY PACIFIC BUILDING 5Y5TEM5 IN COMPL_I ANCE WITH ALL REQU I REMENT5 OF THE PURCFA5E ❑ FURNI SYM QTY. DESCRIPTION ORDER. /CONTRACTOR 15 RE5PON51BLL- FOR SETTING OF ANCHOR BOLTS AND ERE011ON OF 5TEiL ► B 1 12�-0�� x 12�-0�� DOOR BY OTHERS TIE BU I 11�ER 5TFUGT I ON" �_ z BUILDING GOM'ONENTS I N ACCORDANCE WITH PAGIFIG BU!LD I NG SYSTEMS 'FOR GON DRAWINGS.LTL-MPORp ERECTOR TO DETERMINE FURNISHFAND INSOR THE �AtI-QUIREi ERECTION WILL BE THE ���111 AGGE550R I E5 � � RE5PON51BI 3 z 5. A 325tJ 60LT TIGHTENING REQU I REh -NT5 STAND I NG SEAM _ SRN-pF_NUT TIGHTENING SHALL BE USED. WITH TURN-OF-NUT TIGHTENING, HARDENED WASFER5 AP NOT SECTION �� SHALL BE INSTALLED I N ALL HOLE-5 OF THE CONNECTION AND BROL GHT TO A %RC TIGHT GAUGE Tom` - I x I N' Sx ' I x I r14 Sx I N' REQu IRED. BOLTSPROPERTIES �- L ���� CONDITION. "SNUG TIGHT" 15 DEFINED AS THE TIGHTNESS THAT EXISTS WHEN THE PLES OF TIE JgNT ARE IN. PSF PosiTIVE BENDING Nrr,A BENDING EJ� I N FIRM CONTACT. TH 15 MAY BE ATTAINED BY A FEW I MPAGTS OF AN I MPAGT WRENCH T i �i � 26 5TE -L .O 195 1.01 -3225 -12a6 151,0 \w WASH �y A PER50N CAN ACH 1 EVE WITH FULL STRENGTH WITH AN ORD I NARY SPUD WRENCH. SN PROGRESS SYSTEMATICALLY FROM THE MOST RIGID PART OF THE GOMEGTION TO THE FREE EDGE5,� 24 STEEL .0240 124 .4016 .1621 .1956 .1083 = o d w THEN THE DOL_T5 OF THE GOMEGTION 5HALL BE RETIGHTENED IN A 51MILAR 5Y5TEMATIG MANNER A� _ Q W-,E55ARY UNTIL ALL BOLTS ARE SIMULTANEOUSLY SNUG TIGHT AND THE CONNECTION 91ALL 6E i T,3HTENED FURTHER BY THE APPLICABLE AMOUNT OF ROTATION 5PECIFIE0 IN TAbL..E BELOW. DURINU THE 171 II T(3HTENING OPERATION THERE 5HALL BE NO ROTATION OF THE PART NOT TURNED BY THE WRENC it 17 7 T(311`- NING SHALL PROGRE55 5Y5TEMATIGALLY FROM THE M05T RIGID PART OF THE JOINT TO IT5 FREE E_`�ES. �Sf0AlA1.�`G -NUT ROTATION FROM 5NUG-1I011 GC I ITION EXPIRES 8/20/ Z C D15PO51TION OF OUTER FAGS OF BOLTED PART5 Q BOLT LENGTH BOTH FACE5 ONE FACE NORMAL TO BOLT AXIS AND BOTH FACES SLOPED NOT WRE T" nJ (UNDER5IOE OF HEAD NORMAL TO OTHER 5LOPED NOT MORE THAN 120 120 FROM NORMAL TO THE BOLT AXI5 TO EDGE OF BOLT) BOLT AX15 OEVELED WASHER NOT U5ED) BEVELED wA5HER NOT USED) cvD UP TO AND IWLLJDING 4 1/3 TURN 1/2 TURN 2/3 TURN DIAMETER5 I Z Q OVER 4 DIAMETERS DDT NOT 1/2 TURN 2/5 TURN 5/6 TURN 0 EXCEEDING 5 DIAMETERS FOR BOLT5 IN5TALLEO E5Y 112 TURN AND LE55, THE TOLERANCE 5HALL BE PLUS OR MINU5 50 DEGREES. I a3p?O zo' 9 FOR E50LT5 INSTALLED E5Y 2/3 TURN AND MORE, THE TOLERANCE SHALL. BE PLUS OR MINUJ 45 DEGREES. O _ p 1 >L O m 0Lu O Q 3Lu 0 0 U C 0 � o 1Lu - � o .^ W = oc r = zr i� z QN 0 - PUfQLINS= 9 " ZEE 14 GA. 5'-O" O/G (TYP. U.N.) J o W/ LAPS AS SHOWN Z bfZIDGING: 3 rd-POINTS CD 0 -- v � S DPAG I NG= A = 1/4 0 ENS GA6LE IL Q 3 v � � § LL J z I(n 24 l 2 1 Z 24 I(a o o \ FOz di 0- ()UFdl -I J waD� J Z~ Q Q z a`UFF-F Z Q Z ~Z 0 ill uu Lu L J a Oz o v IL Lu n5 OL UC OC ,J Cn fle J J 173 I rl .l w IQL > -z di a EXPIRES 8/20/ ?j �LI J N~ F ~ON Lu kn�40W a ui rJt 0 H I I I H Lu O � � 12" 12" 27'-O" 26'-O" 26'-O" 27'-0" � ' 106-0" O.A. N O SCALE 1lb" = 1'-O" > O o� -y- 0 t � � i ILJ U iu 0 0 N N N N LLI (3 (T)U � 0 /ESA-Z,EG- ,F1G 0 I Lu CT-1 I I CFD I GT-1 a I CFD I I 0 I ~ � Z , CFku I Q CF I I o I tu I I vtu o a 2_ O SLAP 6�,P GA Q a O" START START O" o U a 1 5 z O O - _ ELEVATION GrID LINE — A " jog}o U) wa-Z O L aW Z .__ Q ~Oulb (0 1-0 1" 1 O'--p" 6'-O 1" 1 d-Ou &W Jl n��az G I RTS- 8 ' ZEE I GA. (TYP. U.N.) �;a it Z u; —dW-zw—tI S E5PIQGING- @ 3RD -POINTS z 6IF1V I]J K � V aZ3V� C Pp �Pe� �P� �P� �P� �P� P�ry P BRAG IN G t3 = 5/16 ENS GA6LEku — to _3 �o Q < 9wP � QOr�O3 � O F � ( Iz � WAS),i�� a r Q � W z�I)�y f '. c7 J w w 0�j r owc Lu a a , ° rFF I I I I V w o' n 2 _ �FCIS[E� tll r`n into a N v SIONA1.E' i EXPIRES 8/20/ O H Q 12" �— 0 © —� 12„ 0 D3 15'-0' 12" 12'-0" 21-0" 2&'-0" 26'-O" 2Y-0" �V ELEVATION @ Gf� ID LINE — A ' SCALE 1/5" = 1'-O" ILI oc 0 N o r ' ! U o o N 0 0 U /ESA-2 ,EG- NG o I I zz I 1W-- N o GT-1 I CT-1 U Ivy r I Zr � —N W I Jr o I CD i vs -- a 2 O-I FLAP 61>,6GA _ O" START 5TART OLL U a a O ELEVATION c1 GRID LINE — G " oog 0 O }o a-0-z rw mU m d z u') 6'-O° 1 O'-O" � r N Q N tea? C- ��aFw o d z W, Z 01)tzoo 192) - ao3Ur°`- �P� �jP� UjP� �P`O �jP� G I RTS: ZEE I47 GA. (TYP. U.N.) w z o a Lu no F N E 6RIDGING= c, 5RD -POINTS o Q ° 3=� a 3 o -a'J F P RAG I NG 5 = 5/16" ENS LADLE N ,� v 7 i i i i i QZ a w Z-z�F I I I I 6- o F F LE�fI Q �z� o pFWASk�� f9 Lu �knZilu Lu17 2005 �F�ST , Lu \ Sl t- / ONA1_� Q 12 �- 12 EXPIRES 8/20/ 0 Z - 03 tT' 27'-O" 2b'-O" 2(o'-O" 27'-O" _ ELEVATION GKID LINE — G 0 m � O O _ U o sl p O - O CC)N N -N -1 O _ iu N U �u N ' � w (3 d) N N N N NN ON C) U 7 DGA,HGT DGA,HGT s m s o �Z � tL � o a GT-1 GT-1 U z~ � — N p O 2f �p D n, p 3t Q DD,DGA O" 5TART START O" LL U a a z = G A o ELEVATION @ Gf� ID LINE — 1 rp g z 0-0 �u 0U~2 ot- 12 z �NDo D3 Q `no�az D1 vi�aFui W� D,n DI g 2 k l v zQ3c�i� i w Z ��_�� C Lu z a 3j �3 I G I R25= a" ZEE 1� GA. (TYP. U.N.) Q ° S L 0 -) 96�t} W F G I p DRIDGING- c� MID -POINTS �• EN N �Z � � U a� w,+s If F a z z-z�F O D i Z x by or J�J� 9 W XL OL > D RAGING: D = 5/16" (P EH5 GADLE �� c^��'' Q u � I.- ` -i a_ U F I L� prZO� O I D3 Lu J ti) 3 � ' �O, 17 O ~200 � EXPIRES 8/20/QZ/ 1 � O1 i D1 Lu D1 D3 0 c= G D A Z ELEVATION @ Gf�) ID LINE — 1 0 O O - N � O ° �o N N - Lu to N NO N N N N O Q di Z 0 d) N N 6GA HGT 5GA,NGT U a o ks) o Z_ Lu w � L a CT-1 GT-1ul r ac r � r Z QQ N o U w J r 0 0 D ,a 2 w r o IL Q 3 —u- qa } 5D,6GA _ O" START 5TART O" U U a d A G z O U ELEVAT I ON c� G(�) I D L I NE - 5 " }�Z wn —z of m 12 a zWE Z Y-00 , 2 J N° D3 D Q �n85ia2, 1 2Wc z�ewc N�a'Ve Q a Lu V z U�rcnU DI Lu w oz_ aZ3v� D3 G I RT5= 8 " ZEE I(o GA. (TYP. U.N.) Q o 3 Z Q OL = z,j~o G F 6RIDGING- c� MID -POINTS �1• LEN D o a0° - \ DZ o tiw of WASI U 9z�Q w z Zoo _� I I I 69AG I NG 6 = 5/16 EN5 GA6LE ¢ r d j - F o Q R 17j r ON 3 3 3 o F�7SIER� Q =~° Sf to Lu o�'vAL G F- C) o o' P-1F-° D� I I I DI Lu 0 t 4" E•--- L � � 14" - DI D3 0 1`i'-ro 1`l'-6" CV G7 CID A 6 G ELEVATION GrID LINE - 5 o ROOFING 26 go. COmmercLQ L Grade (WhLte) PURLINS 9 Ln. C 5' -0' o.c. (see page 1) p BRIDGING lxlxl /8 AngLe @ thLrd-points - SIDING 26 ga. CommercLoL Grade (5AC-.F- GzEEkj) N o GIRTS B L n. (see pages 2-.5 ) ! U Frame DLmenSLons and PLate SLzes \ N ------------------------------ Lij - Sec. Joint OutsLde FLange InsLde FLonge Web Web Depth F� Lu no. start end thLck. wLdth thLck. wLdth thLck. start end Q 0 U ------------------------------------------------------------------- 12 _ 1 1 2 1/4 6 1/4 6 3/16 12 16 2 F— --4----4----------------------------------------------------------- Nf- 5 PURLIN SPACING -o--o- ----------------------- 10 -` No. DLmensLon Brace Op 6U1�-D1NG FRAME DIM. ----------------------- g -- 6' -4 6 z o C -- ll' -4- --------- LUW a G D -- 16' -4' --------- N VIN E -- 19' -3 7/8' ----- � I/2" z � — N o 0 � a 8 5 G ►2'/Z o Q D3 p3 Q3 m om _A D3 5 6A5E PL. U G E.F. COLUMN EASE PLATE [DETAIL a �4 F3 Z Q Of WAS q,� N - ►�' 000 Z 13 Nz S�Co S�llo �p �F�s �° V- ~ tf� 3 SfONALG ~ TOP PL. —�B x 6-0 in O ci ui Q 0 ks � F +l 3 EXPf RES 8/20/ n Z/ ��ri, . c� LW j7:r ffN w zr 6arc 0 ID U)0 -0:9: Z ZJ�Qf o pw3Q2 5T I FF. PL. _��i3' X_D z 3 V oiN / z Z o o EA SIDE 6" //G I /� 114 N z -Jz3z i RTN. 3 Z u-Zar u, 0soz- s OG N 3ov-Z g 1� a a —D-j —3 4 i x —1 Q =~ku v END PL ------ 4-" X (p�� ~ U� ~N z w 6 --- R I DGE PL. =/ Q 04o0°—` A325N BOLTS 3 G �, � W/(8) —�• ¢ X —2- "� — A325N 60LT5 PEF�P. HAUNCH DETAIL G F I DGE CONN. DETA I L Q 1 3(9-8 A•g.-ro Q-- A.S. Q a" 16-1 O" HALF STEEL 41 1`I'-&" HALF 6U I LD I NG 39'-O" O.A. 6UILDING 0 cv LY R I G I D FfzAME SECT ION @ G.L. 2 T4iz 0 4- ( (o — HALF FRAMES (�EQ.) Z � o � SCALE . 1/4" = 1'-O" N oc END PL------------------ RIDGE PL-'S —3/8"x to" x 8'/Z" - 0 _ W/( ) -----x----- A-507 D T5 W/( 2 ) S�S" x-2%4-" A-307 DOLTS c� ILI C) Q U a 7 r b i/2/i G PL.----------------- GAP PL.-3/0"X!o" x S 1/2" —�— R I GE PL.----------------- r GAP PL.— 3 --------- Z G L. S 2��� WA ) x----- A-307 DOLT5 W/(�'r ) Slt3 ��x—2�`� A-507 DOLT5 WA ) x----- A-507 DOLTS A-307 DOLTS WA 4- —/a x----- A-507 DOLT5 W/( ) -----x--- ----- ----r A ENDWALL COLUMN DETAIL E) INTERMEDIATE COLUMN DETA I L G R 1 DGE W/ CENTER COLUMN DETAIL D R I DGE CONNECTION DETAIL E �Q CORNER COLUMN DETA I Lv RIGID FRAME —5 3 RAFTER LLQ N I COPE O 1 1/2"-T 9 $ 0 0 �- 1 1/2" d 0 0 RIGID FRAME I I W x °0 RAFTER MOo° MuiZY ® JLJ w -: o°off acUrr Z 6 I I 0 -_ (2) 13/16" LE @ COL. -U�Y COL. 3/16 "O O a v eq-5Q 51 ZE PL. 5? ' x 8" PL. 5/6' 5" u; 2 5,d w -= PL. 5/5 x5 1/2 " 1�3 N H -Lu W/(2) /16"x 1 9/16" SLOTS W/ ) 15/16 x 1 9/16' SLOTS W/ (2) 5/16' x 1 9/16 SLOTS pt J � �m Z�� W/(2 3/4" x 2 3/4" A-32S N DOLTS (2) 3/4" x 2 5/4" A-525 N DOLT5 W/ ( 3/4" x 2 3/4" A-525 N DOLTS % Q c d z r N RI E PL.-------- / WASHERS & DOUDLE NUTS W/ A5HER5 & DOUDLE NUTS �� z �W ----- A-325 DOLTS W/ A5HER5 & DOU6LE NUTS IU 3 IRST NUT FINGER TIGHT & (FIRST NUT FINGER TIGHT & IRST NUT FINGER TIGHT & w Q ? 2Qrrts SECOND NUT TORQUED) SECOND NUT TORQUED) SECOND NUT TORQUED) d o N r�2 ��3ra RIDGE CONNECTION DETAIL = WELDED RIDGE CONNECTION DETAIL G I NL I NE WIND COLUMN DETAIL N I-PA55 WIND COLUMN DETAIL J by-PASS WIND COL. c� RIDGE DET. K N 2 9 Z --. = - Q F r Lu rL r _- d- J:-s 5 c Wf15�r, rl9 ail 0 N Z z V - -� CANT. DEAM •� �ti j' ;� _ r W x y't W r h! �- 0 } SoUt RIGID o. Fcasr '�G, di ILJ 3 FRAME id sAl Q �!o ILI O 2„ o O O _ DA5E PL. — 3�8`�X (o�x — DA5E.IPL. IP PL. ----- G PL.--- Go PL- -------- ,._ 3 fir ---- A-325 N DOLT5 W/( )----- x — W/( 4 )--�— ---- A-36 AB. W/( )---------- A-36 AB. W/( )---- x — ---- A- DOLTS / )----- x ----- A- DOLTS o c� SASE PLATE DETAIL L 6ASE PLATE DETAIL IMISTRUT CONNECTION DETAIL N LEAN-TO/CANT. CONNECT I ON DETA I L P LEAN-TO CONNECT I ON JQJ. G 1 RT CLIP PL. 5/1(0" x 3" 2" — (2) 1/2" ¢ x 1 1/4n GR. 5 I C I G I RT CL I P PL. 2)/1 6" x 5" I 1/GIRT I' A 1 0 PURLIN CLIP PL /16" x 6" 0 GIRT CLIP P �L. 5/16" x 5" i G T (2) 1/2" x 1 1/4" GR. 5 I GIRT I 0 0 PURL I N (2) 1/2" x 1 1/4" GR. 5 G I 1/2" I x 1 1/4" GR. 5 I GIRT CLIP PL. 5/16" x 5" ———— 1— w O o (2) 1/2" x 1 1/4" GR. 5 O O v A 10 0 ANGLE CLIP PL. 5/16" x o ——-- —-- — I ——— —— 0 0 — 0 (4) 1/2" Q x 1 1/4" GR. GIRT I I GIRT o o o O 10 CL I P PL. 5/16" x 6" GIRT — 0 v r G i Y t o 0 Loj (2) 1/2" ¢ x 1 1/4" GR. 5 � SCRAP G ANGLE AG-18 1` "x 16GA. (6GA) 7" F GUT I DOOR JAMS N _ W/ TE _ W5 (2) TEK W TO GIRT I I o� o G I R- GL I P �-• 5/16 x 6" GIRT CLIP PL. 5/16' x 6" I I z (2) /2" ¢ x 1 l/4" GR. 5 (2) 1/2" ¢ x 1 1/4" GR. 5 SECT ION A-A r'N F' NL 1 NE GC��NER COLUMN DETA I L A I NL I NE CORNER COLUMN DETA I L I NL I NE CORNER COLUMN DETAIL G I NL I NE ENDWALL COLUMN DETAIL D I NL I NE DOOR JAMS DETAIL E v r, 3 GIRT CLIP PL. 5/16" x (o a (2) 1/2" ¢ x 1 1/4" GR. 5 Q SCRAP GAF- F ANGi-E I GIRT (i3GA) 7" Fi=_D Gltr I f (2) TEK 50;:�_::W TO G 1 RT I f PURL I N CL I P PL /16" x (o o SECTION = i 0 A-A - " I PURL I N (2) 1/2" ¢ x 1 /4" GR. 5 GIRT CLIP PL. 5/16 x 3 I 0 0 ————r= 0 0 0 1 0 $ '- 11 (2) 1/2 ¢ x 1 1/4 GR. 5 0 _ o GIRT CLI PL. 5/16' x 6" GIRT — (2) 1/2" ¢ x 1 1/4" G.F. 5 0 0 - GIRT CLIP Ft-. 5/16 x 6 I (2) 1/2" m :< 1 1/4" GR. 5 I G l RT 1 0 0 1 ' 41 7- - �o x GSR CLIP PL. 5/16" x 6" o }) 1/2" x 1 1/4" GR. 5 N L — 0 / I I ANGLE GL I P 3/16" x 6" — —— — —— —— I GL I P CL I P PL. 5/16" x 6" (4) 1/2" � x 1 1/4" GR. 5 t o 0 0 0 --- 0� - th o --- G 1 i (2) 1/2" ¢ x 1 1/4" GR. 5 I Q ----- o i GIRT O I i 0 GIRT I I GIRT I i 029- GIRTG I RT Illo 00 o I DOOR JAM6 z 2 �z O I „ I i o W�� I _ G c R CLIP PL. i 0 tL l �Y PA55 CORNER COLUMN DETAIL F E)Y PASS ENDWALL COLUMN DETA I L G PARTITION WALL c� S i DEWALL T. H LEAN—TO SECTION c� S I DEWALL J 5Y PASS DOOR JAME) DETAIL K D 0 ; _ x� u) V) 0 J gg p I IIN. LE1,� a 3r N Asylti y _ Lu (L ILJ F-- A-1 CLIP P PL. /16" x 5" x 6" l 1 -� 17327 1 2� 4 TRANS I T I ON (2) 1/2" ¢ x 1/4" GR. 5 -_ GAP FLASK (2) 1/2" 1 1/4" GAR. 60l_TS � EXISTING ROOF I NG Q EXPIRES 8/20/ PURLINS EXISTING °1 i° ° 6UI Lc)INC- o o ---- �c Q ° °I Io o I G1RT C=) r ------ ------ - o O - NEW PURLIN EX15 . _ R E-9 CLIP PL. 1/4" x 6" x 10, o W/ (6) 1/2" GR. 5 BOLTS Z � N ' > � M Tl tu III-DING TRANSITION DETAIL L 6U I LLE)I NG TRANS I T I ON DETA I L 02-14-00 BRIDGING =� TO Gf�055 SECT I ON FOB IEGE MA(�K5 f�EFEf� TO WALL EL-EV. FO( P I ECE G - / � o � ,xgG LE 51 ZE & END PLATES c 1 r T . IN DETAILS 'D' THRU ""(5" 0 ? 1/2' X 6' 1/2' X 6' I W TileADED ROD TYRFIIDED RCO Q _ C) SAD 0 0 v 49/le X 4' X VARIE5 PLATE 3/l e X 1 1/2' X t 1& (4) 7�'I H / ?>TE /16'X 1 1/2' X �' (1) 9/16' H 1/2' X b' 7YREAC�ED (1) 9/16' H x 6' H RCO EAGt1 Ei� 1/8 OR 4 TEK 5CREW5 � N - IF WALL ORD�G DOES I L 17C17C1/8' 1/b NOT MATCH ROOF LOG. � 1/5 N I1/2' X 6' � _ TYREADED RCO10 v' $ r — r O 1/2' X 12' VAR1E5 1 1 Ttfzl- ED ROD Q o 1/2" x i I14' CR. `5 (TYP) FIRST GIRT FROM DA5E _ Q SAVE DET_ a ROOF A M I Ci DET. C� ROOF 69 1 DGE DET. G EAVE DET. W/LEAN-TO D EAVE DET. C� WALL E M I D DET. WALL F DET. C� 61-PA55 E.W. G DET. I NL I NE E.W. v N -- o { DRAGE GRIP b GABLE N USE STD. F1 I L SIDE 8 NUT P O ER END DRAGS I ROD ! 1/4 1/4 A O 5emi-5n-- IGAL. RAFTER O ff GE GRIP a GABLE A WA51-Eg SEGT I ON A-A o 'E DOLT OD 59AGE v �E1oR Roo U`r 3" X 6 M IN PL. DOLT EQUAL TO F �t CLIP PL.____ o o ze 3/h DOLT ROD D I A. o NOTE W/ 2) X 6 MIN PL. A-325 N DOLT 2 1/2" 2�SLOT REQ'D ' �r� DEL. BRAG I NG ONLY 3 X 6 MIN PL. U� N � z S -J 2 COLUMNS O O 'J) N rJ T l Ul 0 L o OL. M O NN. CORNER COL. N DAG- FOE) ONN. 72 J GA5LE GONN. K DRAGING 5LOT LOCATION GADLE GONN. CORNER C NN.LADLE GO p LE >� • L I NER PANEL, 51W. (4) 1/2' x 1 1/4' DOLTS 1L �. N� ? W � ` 5AVER IN50L_ OR C#-IA NNEL GRADE 5 P LAP ��{,`Of WA5� -1 a - 5I ivtPL E SPAN G i RT CD ONLY' SEE PLAN VIEW FOR LAP F S1tvPLl= SPAN GIRT �y zo) X 1 1/4' FrG-TS (2) 1/2° X 1 1/4' TS f O �+ _ G{zADE 5 EACH END 111 J r- U GRADE 5 EACH _ ~ 0 FLANGE DRAG- AS REdD 1/4' GIRT CZ I P �/16 1 1/2 - 1 1/2 a J o a T I ONE SEE CRO55 SEG FLANGE p AS REQb .� R 1 z7 3/ib' GIRT CLIP SEE CR 5 SECTION O �fONAL o o • O O • Q -r• O O EXPIRES 8/20/ D L 0 12 CR LESS N 12 - o o V12 12 ORL-55CIE SEE PtJK-INFl�FLANGE DRAGS X FLAR2" X 2" (1) 1/2' X 1 1/4"CR CRADE i2 �/I6' PURLIN G1 IP5 p■ (4) No 12-14 X 1" TEC t2 CR Less RLIN FLANGE DRAG- (2) 1/2' X 1 -1/4 DOLTS SCREWS (O.T. GRAY) 0 PURLIN GRADE 5 o CLIP DRAGS DOTH 51DE-5 cYJ UNLE55 NOTED ON Z ERECTION DW65 5 TD. G I FLANGE DRAGE Q I NL I NE GIRT FLANGE DRAGS R PURL I N FLANGE DRAG- 5 T IL Ta IL Ca U O a �� � 5 3 � Uo O `J IZ' 2 THRU 2" O.N. DOOR SIZE 2" N �� < a J T ✓ m � O 12 4 FINISHED OPENING 12 3 ° F y v 0 0 w ,� 2'=, �2 2-, �2" 22 I A I __� I' O O U III i � i _ N I I co N N (2) 1/2" A.D. A SECT I ON A-A N - o - (4) 3/4'$ A.D. (4) 3r�, A.D. (4) 3/4!'o A.D. EACH 51 DE OF DOOR 3 w z ,� W/ Z" PROD. W/ Z" PROD. W/ Z" PROJ. N NIn _ QD A DETA I L DETAIL DETA I L 5000E5TED DETA I L @ O.N. DOOM F 1 ( 4 REQ'D) FI ( Z REQ'D) FI ( 6 FEQ'D) _ F- "7 � � o O w c) _ J o - EASE PLATE ELEVATION s 3 — } 3 � _ = 100'-0" (Typ- w4.) a ? O to lu p - ANCHOR BOLTS BY OTHERS z _ �Q 13 -_ - GONGRETE DESIGN 8. o 3 ANGHOR BOLT EMBEDWNT c i BY OTHERS s F a m co a --- - --- - - - ------- ^ i = F F F; FI FI 4 4-1 °or s � L- � g mp w°-NZ ON 0 U~lu _ ci76r -� ��pz -1 I 1 dJ � Nda°1.�ui z t� aw�t--r Z H L�rOZ ►~LI a°3U� zo�J a O p0 ' O ��WAS9 0 0�3a nage !'/ r ❑J IL w I I I 173 Al J to 0zK � w Z r �gQ NAL �, p,rn z Iv J jo EXPIRES 8/20/ Q L p � r U)g m o 0 woo rJrp G F i FI I i 12 26'-O" 26'-O" 26'-0" 26'-0" 12" 106-0" O.A. � -- Oz CID O O O O O > CD 5GALE 1lb" = 1'-0"