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Plans r SPECIAL INS ECTIOI .n._r al]1R 7R X I_ State of Oren on Structural S *eclat C it 2 E f 14' ' X 21' X 7 Leg height ht S Setback t. • Cone a tin d Reinforcing Steel k height Boa:. installed In Concrete O•ecial t, ent- Resisting Concrete Frame -- �eo,� ^Ing Ste =:. Prestressing Steel Tendons 4,N.- Sts o.•�ing � 11gg�� 1 1;, , I Idigha rreee 45. 1 I o L ructural 6Ma a ®et, " ❑ Rein ...weed Gypsury�c t . E3 insulating nncrete Fill \ ' 3 Spray Applied -' - e - Resistive Materials ti Pilings, Drilled Piers • .Caissons \'‘ I 1 : : : li g I 294 fret Covered area • �,— 25' 7 " 21' t ` J _ � (ni "hgtcreto 14 ! Q � , CI Spe.lal Grading, Excavafo and RUM ee- 19' 3 L7 S ke + ntrol S ystems CI —� I� �S�a> S t �a �qc ..� Other lnspa: tons t _ . . tle*StIS ril 12' `10' CI OF TIGARD 11' S 15/16" � Approved [ L],--- �� ®� ���� Se e nL e titer t o : of l ow 'ed r] ] �® s.� See Le o: Follow [ ] �C ak' C� �� t7 UV ®��� � ,�0 �� ®� Approved plans �p� (� shall be on job site. OFFICE COPY - v_1 4 X44. _111114k ' " 4 .. . tot V \ o leos- 4 ., , \4 i t fi ri e s : \ \ 0006 \ • C 0006 _ '` 0006 \ . 0a a6 - `. 011E:9: r o. ' 0 Ot { 0006 ' � � ♦ uoo „.,..._ ... ... 0 iv ono aa6 `tr, — aaa6 � 0106 !I aoo6 40% * ft. 00 -- wr • ,-- • - _ * _ , Ir i I lL viliti, - - ' _ a ,., ,... . _ . k r 5 j RECEIVED AMERICAN CARPORTS INC. OCT 12 2011 �4 , CIT}(O FTIGARD � � i t � Wi 457 N. BROADWAY BUIL DIVI � ., . , _. JOSHUA, TX 76058 E '- , MAIN- 1-866-730-9865 ' FAX 1 -866- 730 -2354 'OWNER. AMERICAN CARPORT LOCATION OREGON DRAWING NO P AM S -12 .__ DATE 5/4/2010 — -- - ' PROJECT NUMBER 233 - 10 - 0350 DRAWN BY JMS CHECKED BY OA REGULAR / A -FRAME - VERTICAL / hORIZ. I 4' CARPORT A & A ENGINEERING (STATE OF OREGON) CIVIL 's MUD - URA AS PER DESIGN CRITERIA 3 9 1 1 Renaissance PI, Sup( li Tel (-119) 292 -1983 Toledo, Ohm 43623 Pas (419) 292-0955 DRAWING TITLE COVER DESIGN NOTES DESIGN CRITERIA DRAWING INDEX I ALL CONSTRUCTION SHALL BE PROVIDED IN PREVAILING CODE IBC 2006 / ORSC 2008 I COVER SHEET SHEET NO 1 OF 9 ACCORDANCE WITH IBC 2006, OSHA, AISC, USE GROUP U (CARPORTS, BARNS) ASCE7 -05, AWSD I I CODES AND ALL 2 FLOOR PLAN APPLICABLE LOCAL REQUIREMENTS BASIC WIND VELOCITY 90 TO 110 MPH SEAL CO • • OP 2 SHELTER, BASE CONNECTIONS SHALL BE (SEE SCHEDULE) 3 REGULAR/ AFRAME BLDG SECTIONS , K t r - NCs IN - e5 , PROVIDED AS SHOWN ON SHEET 9 ROOF DEAD LOAD 2 0 PSF * , t R t 3 ALL MATERIALS IDENTIFIED BY MANUFACTURER ROOF LIVE LOAD AS PER GROUND SNOW 4 SIDE ELEVATIONS 0 NAME MAY BE SUBSTITUTED WITH MATERIAL MIN 20 PSF /MAX 30 PSF 74� 5 50 `'; `( EQUAL OR EXCEEDING ORIGINAL 5 SECTION DETAILS GROUND SNOW LOAD 20 TO 4 ALL SHOP CONNECTIONS ShAI L BE WELDED (SEE SCHEDULE) DUF EDULE) 6 END WALL DETAILS CONNECTIONS C l 5 ALL FIELD CONNECTIONS SHALL BE IMPORTANCE FACTOR = SNOW 0 8 7 OPENING DETAILS R O TEKS #12(I/4'X I ") WIND 087 a. 0 00' "K/ 6 STEEL SHEATHING SHALL BE 29GA SEISMIC I 0 8 LEAN -TO OPTION � 13 ` L , `• E • , CORRUGATED GALV OR PAINTED STEEL - MAIN � /T ALI ABw RIB HT 3/4" (FY= 80851) OR ED SEISMIC DESIGN CATEGORY D 9 ANCHORAGE 7 ALL STRUCTURAL LIGHT GAUGE TUBING AND f1E�(/ � ,�, I n�'T 24.-2(20--, CHANNELS SHALL BE GRADE 50 STEEL LOAD COM BINATIONS THE INFORMATION CONTAINED IN THESE DRAWINGS ARE THE SOLE 1 LB,,,L' - ° I -D6 jj I V Ii I DL-- LL, 0 6DL-f WL PROPERTY OF A 8 A ENGINEERING ANY REPRODUCTION IN PART OR DL-1O 75LL +O 75WL WHOLE WITHOUT THE WRITTEN PERMISSION OF DATE SIGNED 7/21/2010 A S. A ENGINEERING IS PROHIBITED J FIRST AND (AST ANCHORS &, $� $. x 1 " ' INTERMEDIATE J ARE REQUIRED OII EACH SIDE , s M ANCHORS () / I I -< SEE SLIT 9/9 FOR °s. I ;I ,: SPACING ,�o 'h W }'@ ENTRANCE DO _ a O • Q , S o I END WALL POSTS T OWNER X 0 0 0 SEE SLIT 6/9 FOR SPACING AMERICAN CARPORT w s 0 -- O PTIONAL MIN 4' LOCATION 0 0 0 GONG SLABB - OREGON 0u r - DRAWING NO AMS -12 0 o P, DATE 5/4/2010 3 ° PROJECT NUMBER 233 - 10 - 0350 El DRAWN BY JMS V V u U CHECKED BY OA <> i r -MAIN BLDG BOW SEE SLIT 3/9 FOR SIZE 8 SPACING xz 1 C J - CONTROL JOINTS ON CONCRETE SLAB OPTION A & A ENGINEERING MAX 2OX2O CIVIL • STRUCTURAL N ta1Wf PARTIALLY ENCLOSED LENGTH AS PER CUSTOMER REOUEST FULLY ENCLOSED 12 MAX LENGTh — 50 - 0' 5911 Renaissance PI, Suite B TeL (419) 292 -1983 Toledo, Ohio 43623 Pax (419) 292 -0955 FLOOR PLAN DRAWING TITLE (SCALE NTSI ^^ FLOOR PLAN 29GA WALL 2 I/25114GA T52- 12X2 -02X14 SHEATHING SQ TUBE SHEET NO GA CONT RAIL �\ ` 2 OF 9 BL LINE - — fl. _.- . _ �.......�- t ----- - - - - -! • ID SEAL ��F G PR BASE ANChOR BASE CORNER ANCHOR /' ` �� �� °� (SCALE NTS, ,GALE NT5, . , 74' 150 , r', 29GA WALL l 15 2- 1/2X2 - 1/2X1 SHEAThING 2 1 /2'x14GA — GA CONT RAIL SO TUBE QPtt CION) a / / B LDG uNE I i • Q ��1 ` !A � V y i *v4 A - - -- - l•1 L21 /2X2 I /2X 1/ - 3 L 7R ilki Ap�.Y ® L21/2.21 /2X1/4' - 3•LG LJ .�...� ALTERNATE ANChOR ALTERNATE CORNER ANChOR (EXPIRATION DATE 12 -21 - gnu a • ANCHOR SEE OPTIONS (SCALE NT51 • FIRST AND LAST ANCHORS ISVdE NTSI AND SPACING SHEET 9/9 ARE REQUIRED IN EACH SIDE DATE SIGNED 7/21/2010 I 1 2 1/2" 50 TUBE ® TOP MEMBER 40 "fi PEAK BRACE / 1 go-441 r / /1 2 1X1404 \ I.?' i� � \ ✓ l / / / 2' -O "LG CHANNEL - ?" ,fir.:. ... 2 I /2 "X14GA CHANNEL " 2 1/2" SQ 30" LG KNEE BRACE e; �p , TUBE OLUM ' TYP EA SIDE p N OWNER ■ AMERICAN CARPORT LOCATION. OREGON 2 1 /2 "X 1 4GA BASE RAIL FIN GRADE OR DRAWING NO AMS -12 TOP of CONC DATE 5/4/2010 I PROJECT NUMBER 3' -a" NOMINA I / ( 14' BLDG) REGULAR SINGLE DOW "55 BUILDING SECTION DRAWN BY JMS ISCAI£ .IT51 LCIIECKED BY OA , alk 3 2 1/2"50 TUBE ® TOP MEMBER / '? I _ i d7 ,.„. A & A ENGINEERING CNII. • STRUCTURAL / T\0 PEAK BRAGE _ X 5W ®1936 l I / 2 I /2 "XI4GA _� / / / e 5911 Renaissance PI , Stine B Tel, (419) 292 -1983 _ 2' - "LG CHANNEL Toledo, Ohio 43623 Fax (419) 292-0955 2 1 /2" 50 BOW SCHEDULE TUBE COLUMN \\ 2 I /2Y 1 4GA CHANNEL 'DRAWING TITLE (TOP 4 COLUMN MEMBERS GAUGE AND SPACING) I 36" LG KNEE BRACE WIND (MPH) 90 -100 1 1 0 TYP EA SIDE I q TYP BLDG. SECTION BLDG € WIDTH N GS / LL POST LIT rz( -0" ›_ S EE7 NO 3 OF 9 FI I4GA5a ®GO 14GA55 2 1/2"X1404 ���' [ BASE RAIL [ s P{yq P 1 4 1 4 5 1 4 0 0 1404 S 4sv FIN GRADE OR 20 / 20 0, a' TO 121-8'' 0 1404 5 5 4 G 0 1404 s e 4 CO' TOP OF CONC 1 /// �" � r 1404 5 B 6G 1464 5 B ®6O • q F 14045 4 GO 1402 #- 74150 , ty 7,`, 1 P 1 41A5B4GU :4045 13 NOMINAL / 4' 1 30 / 20 (I 4 ' BLDG) F 1404 5 5 @ 00' 140 5 5 8 14 9-0 TO 12' -O P 1404 1 1 4 5 4 1 404 5 B @ 54 A —FRAME SINGLE BOW "55" BUILDING SECTION I4GA 55454' 1 4GA 5b 448' ` j F (SCALE urs ✓ XI R _ , )' i � P 1404 5 5 4 16' 1 IGA 5 5 4 48' 40 / 30 N l 3 lC �'�:� E 1404 55454 141455 440' "✓ 9 TO I 2' -a R gCI ABU P : 4 5 1 4 4 5 04 1404 58 4 42 F 1404 se 4 45' 1404 5 44 5E SINGLE BOW F = FULLY ENCLOSED (CLOSED) 50 / 40 F 1464 55 4 42 1414 55 442' P = PARTIALLY ENCLOSED (OPEN) (EXP 1 LR ATIE�'d DATE 12 31 -2Jtf 1404 5 5448' 141458442" 0S = GROUND SNOW 9'47' TO l2 -a' P 1 414 5 B 4 42 1454 55 4 5 L L = LIVE LOAD DATE SIGNED. 7/21/2010 1 I I 111 t ���e II II 11 III II d " .. STFELSHFATHING 1 11 II 1 ✓" ^�3i e'�' 29GA CORRUGATED II II 1 I e / %%0 1 - GALV OR PAINTED I I I I I1 I I III VVV INNa w .e TIT 5/4 II I I I I I li I I I /FY- 80SEOREC II 11 II I 11 � � a y ) �a, (0 °NALSUE FL/LADS t I I, ' I s S '4 I ' � I FOR FULL" ENCLOSED) I I ' I �� �— prr `A ' 6TW 1 I T I 1 -�Ti k . 1 1 ' _I T OWNER I II , 1 } AMERICAN CARPORT I' LOCATION OREGON \ 6' INTERMEDIATE, SIT 11 6 A7cnoRls y / ANCHOR SEE ' DRAWING NO REO AT END I scnfourr 1 11 II AMS -12 I FT DETAIL FIG SET L DO�s 7 il I ' DATE ��� IT 1 I 5/4/2010 I f• i PROJECT NUMBER E -P 1F 233 -10 -0350 1 1) 1 1 I I I I )see sneer 5B roR MAX I SEE Sneer 7/9 FOR SIDE WALL OFeNING DRAWN BY JM �` /� SFA CHECKED BY OA P LENGTH AS FER CUSTOMER ORDER / LIORIZ. SIDE ELEVATION PURL N5 SEE A & A ENGINEERING 50110 511T 5/5 L (SCALE NT5) \ CIVIL SIRUC FUR 31 m +e I 11 J i __ ___ -__ __ -__- __ _______. _,i ______ ______ ____ I __ ___ - __ -___ _______ i _ 11 h 4C r ) 1U55 1 5911 Renaissance PI Suite B le (419) xJV 1`J83 oedgO ro 3623 a. 419 292' I I 1 I II _ --_ ❑I 1 " I ` - -" - - -I 2 rtRAWINGTITLE 8GA I SIDE ELEVATIONS I I I \ I I " nATOn ) 1 11 I - Q 48 5/C — N I I 1 I SHEET NO 4OF9 I - r - f _r_ - - I I � \ - - - --- T I: - -11 r DETAIL _____ 1 4 80415 r il / ' I \ I , L- � •REGON a I 1 Q '9/y ,0 ,, 1 �, 9 R 13 ?j' , V / �FE ShEEi SOUR MAX / 5`f ShALL O 510E k w 41 ry p l AB�- LENGTH PS PER CUSTOMER ORDER / CAP� {Th1 DAT 1_ 7 O i _ VERTICAL SIDE ELEVATION ( %ALE •TS) DATE SIGNED 7/21/2010 STEEL SHEATHING ��P� (SEE FASTEUER SCNED D FOR ArrncHMETI U r 1 l tea,,_ Sc NO OW D REQUIRED - - _ �• IN bow bEII , i \ W ca N O u o C +�IpyHi - N ` ; ' t .TYe ROOF BENT (7G ° Q 'i' TS 2 1 /4 "X2 1 /4 " -1 2GA - 6 S LEEVE z w b GALV OR Eq J O SHOP WELDED TO TOP AND FIELD 2 .0 0_ A < y BOLTED T VENT SAME NUM OF O D OWNER "O 0 SCREWS AS BOTTOM (SEE ° AMERICAN CARPORT KNEE BRACE °' K'� / 9,E] a C ,U COLUMN -BASE CONNECTION) s s z - LOCATION OREGON < F KNEE BRACE. J O 0 a DRAWING NO AMS -12 REGULAR SINGLE BOW A A -FRAME SINGLE BOW ' 5. DATE 5/4/2010 SECTION DETAIL �\"., SECTION DETAIL 3 PROJECT NUMBER (SCALE NTS) (SCALE NTS) 233 -10 -0350 DRAWN BY JMS I I/2 DEPT - IbGA PURLIN SCLID _ 13 (SEE PNRLIN SCP'D) CHECKED BY OA SNOW LOAD HAT CHANNEL SPACING TS 2 I/4x2 L/ I AGA - 1 �I A & A ENGINEERING FIELD BOLTED - 1 N 20 48'' C/C avlt.• snaocLUa.u- (G) TEKS R 1 2XI' ,nee inw I o 30 48" C/C BASE RAIL KNEE BRACE 591 I RLnaneance DI, Swn B lel (419) 292 -1983 40 3G" CC C oledo, Ohio 43623 Fax (419) 29241955 COLUMN/ BASE RAIL DETAIL EGA DRAWING TITLE (SCALE NTS) HAT CHANNEL @ as "cic SECTION DETAILS TYPICAL A-PRAME VERTICAL SHEET NO 50F9 L 32 SECTION DETAIL SEAL - �.s 0 P RO s FA (SCALE NTS) -2/-7- .fit tNo )NEe�, S' ' 2 COHN EDGE TRIM 2 I /2X2 I/2 -29GA ALUM CONT EDGE TRIM 2 1/2X2 I/2 -29GA ALUM ) 1L 74150 mo o _ ANGLE ATTACH WI TEAS SCREW W/ NEOPRENE/ ANGLE ATIAC W/ TEAS SCREW WI NEOPRENE' il' C TRIM DETAIL STEEL WASH EVERY 2 RIBS HEEDED PER STEEL WASHER EVERY NIBS 2 AS IIFFDED PER —'- SHEET MFRS RECOMMEIICATIO ION SHEET MER'S RECOMMENDATION RIDS ( (SCALE NTS) ROOF PANELS ----@ ROOF PANELS ' J I IA ) k .___ _D � r III / ✓ OREGON O 7, / FASTENER SCHED ( 1 / 13 29 c. .CV TYPE TEKS #1 2X1'' @ 6'C /C OF CORNER IEL 8'C /C ELSEWHERE SEF D E I FD FOR TORE SIZES) ROO D E N T FOR SIZES) _� u / �LI A6\ MIN ONE FAST PER SPAN AT SIDE LAP PANELS MIN 4° C/C AT EDGE E PANELS W/ SILICON CAULK M EDGE DETAIL EDGE DETAIL EX P�TIC?''d DATE 12 -3t -2U (( BETWWEEN PANELS (SCALE NTS) 4 (SCALE NTS) ' 4 DATE SIGNED 7/21/2010 V 2 0----- f y I�I I I , 1 5 2 I /2 X 2 I /2 - 1 -``':' ,. '� MAX 5 O' I f 14GA MAX 5' 0' ` ? m T52 1 / 2 % 2 I / 2 - I O b SPACING 2 1 © I ( OWNER I 0 AMERI CARPORT r1 � I rI •6 L OCATION OREGON MAX 8 DOOR �. `.. BASE PAIL ,/ DRAWING NO ANCHOR AMS -12 13 8' NOMINAL 13' -8' NOMIN f n BLDG I f n a' BLDG I DATE 5/4/2010 REGULAR END WALL W/ OPENING REVU :ND WALL (SCALE Nrs) (SCALE NT PROJECT NUMBER S) 233 -10 -0350 Iz �� _Hz DRAWN BY J MS , ar— �`� 1 �l ` CHECKED BY OA I / MI I L TS 2 1 /4 x 2 0 1 2GA A& A ENGINEERING 4' 10GA 1 HAT CHANNEL 1 O CIVIL STRUCCURAL ® 4B'ClC II T5 2 1/2 X 2 1/2 - a�LSSc II I 14GA MAX 5 =0 � w SPACING TB 2 1/2 x 2 1/2 14GA [ © 5911 Renaissance PL, Suite B Tel. (419) 292 -1983 I L Q - Toledo, Oluo 43623 Fax (419) 292 -0955 I r 1 r l DRAWING TITLE I J ` {1. J I \ J 0 r END WALL DETAILS ;� BASE RAIL - / MAX B' -0 DOOR 0 I 6 • f / 4! t" ANCHOC' 13' -5 NOMINAL 13' -B' NOMINAL 96 (1 a' BLDG ) (IS BLDG) A -FRAME END WALL SHEET NO 60F9 A -FRAME END WALL W/ OPENING (SCALE PITS) (SCALE NTS) SEAL v�� s �� F p 3i 0 21/2X21/2 ",I -CA � � # 74150 END POST 2x2 "x2' ISCA ANGLE CLIP I I ll " %2" ETO III SECURE TO POST AND CLIP ANGLE SECURE i0 2 /2'x2 L/2 "X14GA -1 HEADER W/ 1;4'X3/4" SOS • SOW POST AND BASE RAIL HEADER r FASTENERS (2) ON 3OT10M WI (4) 1/a x3 /4 5D5S _ AND (2) ON SIDE (2 aEOU1 moo) yl 4a �, OREGON � t.._,.. 1 TS2 I/2'%2 v2'X14GA —Ale 9 1372-317201:f � END POST TO ONTINUO BASE RAIL END BOW /BASE RAIL ( R ___ A NEADER/ A RAIL CONN 6) CONNECTION �G) €?!Pi� DATE SIGNED 7/21/2010 a d 7 `� ; WY ® _I�I } 'il ® SLEEVE � RIDGE LINE i II T ma x a` I I \__ I 1 J ` — I FILLETX lj LG @ OWNER A 5 C/C STITCH WELD AMERICAN CARPORT I I I BOTH SIDES - W STAGGERED - TYP T52 (/2.2 -14GA LOCATION OREGON 0 2 I /2'X 14GA ° a sa ruse I N 1- fPOSr DRAWING NO. AMS -12 xN -O T o DATE: m �DOORJA 5/4/2010 — N PROJECT NUMBER U O DOOR RAIL I _ OR RAIL ��i \ Le (OPTIONAL) ANC / TN- AT '< 233 -10 -0350 I OPENING TYP T m W a. DRAWN BY JMS ■ s I VARIES I / f Q N e CHECKED BY OA i �_ / 1 1 TYPICAL 30'X72" A &A ENGINEERING ' k I _ DOOR FRAMING cvn • STRUCTURAL 61W6 I 2' -0" MAX G„ (SCALE N6) OPENING 5911 Renaissance PE, Suite TeL (419) 2924983 io TYPICAL FRAMING AT SIDE OPENINGS W Toledo, Oh Fax (419)292 -0983 (SCALE NTS) 'DRAWING TITLE A SIDE WALL OPENNING DETAILS —� TS 2 I/2X2 1/2 NO BOW RAFTER 7 OF 9 /!! 15 6 " LONG TS21 /4"X21 /4 "- , BOW RAFTER SEAL __ _ I B NIPPLE TO 1 2GA NIPPLE W/ (4) SOS BASE RA,L FASTENERS / Bow r, 1/ 0 2 5 ',< T 2 I/O —�� zGP e O NG=L ! /3'X2E1 /4' 4� ?SD PRO •� I /e" • I s POST TO NIPPLE H Will 4 Q� }I¢t S ys'' ` �,\ L -- y� \ (2) I /4 XI "SDS FASTENERS 0 10 \ T52 (/2 " %21/2' \ ' ON LACY! # 74150 �\\ 1 4GA CONTINUOUS V aJ r I • G LONG T52 1 /- 'X21 /4 "YI2GA BASE RAIL NIPPLE W/ (4) 505 FASTENERS • \ DOUBLE T5 2 1/2,<2 112 (I)ON NEAR SIDE (I) ON FAR Ts z vzxz uz HEADER -�- SIDE AND (I) ON LAGS SIDE@ ` -- -- BOW POST u - If -tiral- _13� jtL- -�F� f 3' UP FROM SPLICE JOINT - - - OREGON sn G. BASE RAIL ► 1 /e• BASE RAIL *- V 13, 2 �� BOW /BASE RAIL 2 DOW/NEADER : U ABU BOW /POST O CO D 7 DEIAll 7 _ rekP:.ATI4�I 1 - ?+_ o DETAIL (SCALE NTS) (SCALE NTE) —. _ _ 20 t (SCALE NTS) DATE SIGNED. 7/21/2010 J • 1 N I TS 2 1/4X2 74 - 12GA - 0.1311% 8 k----6___%°____ 1 2'SLEEVE y , / FIELD SCREWS (4) t TEK5 "ON ri g@ -------A-',--_ 9 _, / EACH MEMBER � I�, R 1 1 T52 -I /4X2 - 74 - 12GA -C" / ti l SLEEVE SHOP WELDED TO TOP 15i ? ; ; 7� AND FIELD BOLTED TO VERT '°7}7.O 3 SAME NUM OF SCREWS AS BOTTOM (SEE COLUMN/ BASE RAIL DETAIL SLIT 5/9) 'OWNER _/\,_ AMERICAN CARPORT CONNECTION DETAIL 1 LOCATION OREGON ' s` ' '" "'5' a DRAWING NO AMS -12 DATE. 5/4/2010 PROJECT NUMBER a 233 - 10 - 0350 - DRAWN BY 3 � - _ 8 JMS - --___ CHECKED BY- OA �'� � - TS 2 /2X21/2 - r _ � W ® A & A ENGINEERING CIVIL • STAUCTURAI. SII.CQIW6 SINGLE TUBE UP TO 8' -O" POST - 1 2 1 /2 "X 14GA CHANNEL — / 5911 Renaissance PI, B Tel. (419) 292 -1983 , $ Toledo ' 43623 Fax (419) 292-0955 N ' INSERT 2 I /4 "X 14GA SO TUBE INTO 2 I /2 "X14GA SO TYP EA SIDE DRAWING TITLE TUBE FOR POSTS OVER 8' -O" O LEAN -TO OPTION TS 2 1/2X2 1/2 - 1 4GA > SHEET NO MATCH BASE RAIL 8 OF 9 FiN GRADE OR FIN GRADE OR TOP OF CONC TOP OF CONC \ s t9, Eq PR0, - SEF SHIT 3/9 FOR TAP FRAME AND SPACING DETAIL MAX 4' -0" MATCH TYP FRAME FOR / � ' � t .�GINE� R � J' 3' -S" NOMINAL # 741 50 ( 14' BLDG) SPACING AND ANCHORAGE / l n I A -FRAME OR REGULAR 11 LEAN -TO OPTION \ /`/ r (SCNe nrt51 P OREGOJ Q9 �qN 13, `€tea � R q ( ABU ' I EXP'.R,ATIC1� 1 DATE 1 2_31 - 2011 j ./ DATE SIGNED. 7/21/2010 . • DRILL 538' HOLE THROUGH THE 3" SEE ANCHOR BASE RAIL AND SECURE TO T5 2 1 /2X2 1/2X1 2GA SIZE OPTIONS ANCHOR EYE WITH 1/2" wE CONT BASE RAIL DIAMETER THROUGH BOLT _ S CHD BELOW f . a" EDGE DIST COULMN POST /� 2'WASHERS - �^ , l� 2'WASHER5.\ MIN 4" E A OTHERS – av BASE RAIL �� �� BASE RAIL � � I _ OTH '✓ e r III 1 111 -1 ' 4. ICI —II 1 - 1 1 1 5 — N.: I i , , — I A .,v' -4 ' I TOP OF SOIL OR t . . 1 1 MIN OR = = ` A CONCRETE SLAB ro - As 5 PER j 31 4P0 3 #4 Y LOCAL CODE '.. III — , �'- I ° ' ° I I 1 1111 3/4 o CONT z I I _o I FOOTING � I ' I I I OWNER TIE DOWN ENGINEERING A AMERICAN CARPORT 48 LONG WITH 3 /4" ROD BABE OPTIONAL ANCHOR BY OTHERS — I I - APID 4" HELIX EYE ANCHOR � (2) 4 "0 III — I — LOCATION OREGON ON GONG. SLAB SECTION -1 I I =111 (SCALE NTS) III I I -11 I— DRAWING NO AMS -12 ' I 1 -111 J II DATE OPTIONAL MOBILE NOME 1 111 1 — II1 PROJECT NUMBER 5/4/2010 ANCHOR FOR SAND/CLAY 111„ I1 =11 1 -I Hi 233 -10 -0350 111 =III U NDI TUBBED (SCALE NTS) MIN 4" 1 "0 SOIL DRAWN BY JMS i � EDGE DIST / 4 CHECKED BY SOILCLASSIFCATIONS ' MIN 4 " CONE L2 I/2X21/2}1/4" kH OA , SLAB BY OTHERS ANCHO BASE RAIL SOIL CLASS SOIL DESCPJPTION T A —/- PIN ANCHOR DETAIL ON 2 VERY DENSE A / OR CEMENTED A & A ENGINEERING SANDS, COURSE GRAVEL AND -L CONCTRETE PIER FOOTING CIVIL• SrnuGI URAJ. COBBLES, COLLCHE, PRELOADED �] -1 "MIN (SCALE NTS) S I N CE , ,. SILTE AND CLAYS OR AS NOTE 3 MEDIUM DENSE COARSE SANDS, 3 - #4 ,,•_,_._/1 L OCAL EE D( ON LEVEL GRADE DIG A 8 "l24 "0 HOLE 42" DEEP AT 5911 Reuv»zncc 1'1, Suite R 1 NI (419) 292 - 1983 SAN' GRAVELS, VERY STIFF SILTS, CONT CODE EACH ANCHOR POINT REPOSITION BASE RAILS OVER I oledo, Ohio 43623 133 (419) 292 - 0955 AND CLAYS _ L I TO" HOI ES AND DROP A GROUND ANCHOR THROUGH 4 LOOSE TO MEDIUM DENSE SANDS, A f EACH HOLE IN BASE RAILS FILL EACH HOLE WITH ( DRAWING TITLE , FIRM TO STIFF CLAYS AND SILTS ALTERNATE, FRAME FLUSH W/ CONE 250oFSICONCRETE ALLUVIAL FILL AND VERY LOOSE TO (SCALE 1445) ANCHOR OPTIONS MEDIUM DENSE SANDS, FIRM TO C" p STIFF CLAYS AND SILTS, ALLUVIAL Y FILL SEE ANCHOR sc1D -,V_S SNEET NO 9 OF 9 DE POST FLAT WASHERS 1 H 2' SLEEVE ELCAL ANCHOR SHALL BE APPROVED FOR USE IN SOIL � SEAL BASE PAIL C LASSIFICATIONS 2,3, AND 4 , M ��i:0 PRO,T� s�, -TAKEN FROM HUD "STANDARD FOR INSTALLATION OF ° ° 4 a e 4 ��GI.Ntt? ` A MOBILE HOMES" a IL t / # 74150 i„ , \ ANCHOR SIZE OPTIONS SCHEDULE lI /AA1 _ /]\ WIND SPEED (MPH) CONC OR FoorER wi MIN 1 z" WIDE `7I J 1 REMARKS X DEPTH AS PER LOCAL CODE ( DEEP \l 90 - I I O M IN ) RAT WALL ALL AROUND (BY OTHERS) �j OREGON I 5/8 "0X20" THRD ROD EMBED IN CONE SECTION A -A ""/, ✓ A� 13 20� : �, 2 5/8 "0x7" INSERT WI EPDXY IN CONE NOTE (SCALE NTS) 9 AB I SEE SHT 2 AND G FOR ANCHOR REQUIREMENTS 3 S/8 °0X7" EXPANSION BOLTS 2 ASSUMED SOIL BEARING CAPACITY IS 1 500 PSF E r��4TfrAJ DATE 12 -.71 - 2 1 4_ 4 5/8 "0X7" WEDGE ANCHORS IN GONG I 3 CONCRETE STRENGTH TO BE 2500 PSI AT 28 DAYS - - DATE SIGNED 7/21/2010 2 RECEIVED ‘,1 OCT 12 2011 American Steel Carports, Inc pl�E i CITY OF TIGARD STEEL B UILDING DIVISION 457 N Broadway Street \ ` IV Joshua, TX 76058 9ies *76/ 1- 866 - 730 -9865 10 -05 -2011 Gre Johnson — Tigard School 9000 SW Durham Rh Tigard, OR 97224 RE: SO -0170 DearSir /`vtadam• I would like to take this opportunity in thanking you for your recent purchase and providing us with the opportunity to serve you for allyourmetal building needs. We appreciate your business here at American Steel Carports, Inc. and hope y'ou wiffcome 6acktotus when you are ready to purchase another steer unit. We strive to provide our customers with good certified products and good customer service. In this package, I have included your drawings needed to apply for your permit from your local budding department. If your inspector has any questions,. please contact me with the information. Once you receive your permit (if needed, please contact your state representative so we can proceed to schedule your order for the next available date we-have for your area. Your representative will contact you 2 -3 days before your expected installation date. Tease assure you provide us with wgood daytime contact number that wall allow us to confirm this date by phone. Tease feel-free to contact me or any other representative with any question you may have. Y our representative is Amparo Contact Number 866- 730 -9865 ext -318 Email address for your representative is asoto @americansteelinc.com `Your order number is 50 -0170 Sincerely, Nat Jimenez 1- 866 - 730 -9865 ext 311 njimenez @americans teefinc. com