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Report m` 2020- c022A \3 U.Lf�l r1Q, G&DInr. 4,1 � - _____. ._•,,.„..- - CEIV IFACTUREO BY:C �i`.� 4 �- ��� /� .°12� .�/ YOFTIGA3D �''` • �� ••= ;ice s�i ';j % DING DIVi�ION .,/cein �� •%, 270 Old Highway 99 Maxwell,CA 95955 A-FRAME 1-877-604-2777 ENGINEERED SY: 18'-0" WIDE I I CARPORT STYLE BUILDINGS A+EAENGINEERING CIVIL•STRUCTURAL 6036 Renaissance Pbcc•Toledo,OR 43623 DESIGN NOTES DESIGN CRITERIA DRAWING INDEX TeL 419.292-19R3•Fac 419.292.09.55 ,wwss.eRineeneom 1. ALL CONSTRUCTION SHALL BE PROVIDED IN ACCORDANCE PREVAILING CODE: 055C 2019(IBC 2018) COVER SHEET 1 DRAINING INFORMATION WITH IBC 2018,OSHA,A15C 360,AI51100,ASCE 7-16,AWSD USE GROUP: U(CARPORTS,BARNS) SCHEDULES&MEMBER- RISK CATEGORY: 1 PROJECT: 18'-O"WIDE BUILDINGS 1.3 CODES AND ALL APPLICABLE LOCAL REQUIREMENTS. SECTIONS - 2 LocaTON: STATE OF OREGON 2. BASE CONNECTIONS SHALL BE PROVIDED AS SHOWN ON 1. DEAD LOAD(D) D=4 PSF FRAME SECTIONS&DETAILS - 3 2. ROOF LIVE/SNOW LOAD(Lr) PROJECT NO.: 232-20-0050 FOUNDATION DETAILS SHEET. Lr=20-61?SF SPACING SCHEDULES- SHEET TITLE: 3. ALL MATERIALS IDENTIFIED BY MANUFACTURER NAME (AS PER SNO LOAD &ENCLOSURE NOTES - 4 SEE TABLE 4) COVER SHEET MAY 8E SUBSTITUTED WITH MATERIAL EQUAL OR EXCEEDING 3. SNOW LOAD(5) PURLIN&GIRT SCHEDULES - 5 ORIGINAL. GROUND SNOW LOAD Pe=20-90 ?SF SHEATHING OPTIONS - 6 IMPORTANCE FACTOR Is=0.8 SHEET NO.: 1 / 11 4. ALL SHOP CONNECTIONS SHALL SE WELDED CONNECTIONS. THERMAL FACTOR Ct=12 SIDE WALL FRAMING DRAWN By: AW DATE:1114/20 5. ALL FIELD CONNECTIONS SHALL BE 4L12X1"SOS(E5R-2196 EXPOSURE FACTOR Ce =1.0 &OPENINGS - 7 ROOF SLOPE FACTOR Cs=1.0 CHECKED BY:OAA DATE:1/14/20 OR EQ). 4. WIND LOAD(W) END WALL FRAMING LEGAL INFORMATION 6. STEEL SHEATHING SHALL BE 29GA.CORRUGATED GALV. BASIC WIND SPEED VOLT=105-180 MPH &OPENINGS - 8-A.8-B :am/DUPUCATION of THIS DRAWING IN WHOLE OR EXPOSURE C PART 15 STRICTLY FORBIDDEN.ANYONE DOING 50 WILL OR PAINTED STEEL-MAIN RIB NT.3/4" =oOKS1 OR EQ. 5. SEISMIC LOADCORNER BRACING DETAILS 9 BE PROSECUTED UNDER THE PULL L�T ENT OF THE LAW. `" ) (E) -DRAWINGS VALID UP TO I YEAR FROM DATE OF SSUE. 7. ALL STRUCTURAL LIGHT GAUGE TUBING AND CHANNELS DESIGN CATEGORY D OPTIONAL LEAN-TO ADDITION - 10 IMPORTANCE FACTOR to =1.00 SEAL: SHALL BE GRADE 50 STEEL. FOUNDATION OPTIONS 11-A TO 11-D 8. STRUCTURAL TUBE T521/2"X21/2"-14GA �5 IS EQUIVALENT LOAD COMBINATIONS: F�D PR OFF 1. D+(Lr OR 5) �� SS, TO T52 1/4"X2 1/4"-12GA AND EITHER ONE MAY BE USED IN 2. D+(0.6W OR*0.7E) G 1 N E �p 3. D+0.75(0.6W OR±0.7E)+0.75(Lr OR 5) 45, G\'‘ � 2 LIEU OF THE OTHER. 4. 0.6D+(0.6W OR*0.7E) 7415 r- 9. ALL DESIGN CRITERIA MUST BE INCREASED TO THE NEXT HIGHER INCREMENT BASED ON THE TABLES ON PAGE 4,NO INTERPOLATION IS ALLOWED. nn__ ORECa CUSTOMER INFORMATION DESIGN LOADS BUILDING INFORMATION CERTIFICATION VALIDITY O''9,9 ✓�� 13,2 Q Cj�j� ❑ A-FRAME NOTICE Rq�l Age,(P OWNER: GROUND SNOW: WIDTH: FRAME TYPE: ADDRESS: ❑ REGULAR DATE OF JAN 21 2021 ROOF LIVE LOAD: LENGTH: ❑ FULL EXPIRATON: EN ENCLOSURE O PARTIAL CERTiFICATiON ON THESE DRAWINGS IS DATE EXPIRES: 12/31/2021 TYPE: VALID FOR ONE YEAR FROM DATE OF ISSUE BASIC WIND SPEED: HEIGHT: ❑ OPEN DATE SIGNED: JAN 21 2020 ' MANUFACTURED BY: TABLE 2.1:MEMBER PROPERTIES \ N4`` M y N —=1N" a o f 1 COLUMN POST 25"X 25"X 14GA TUBE y a °T� 2 ROOF BEAM 25"X 25"X 14GA TUBE 1 'I ‘..2 X ,I 24,f 3 SASE RAIL 25'X 2 5"X 14GA TUBE 1 4 PEAK BRACE 25"X 25"14GA CHANNEL 4 THICKNESS=14GA THICKNESS=12GA 05 4 �• 5 KNEE BRACES 25"X1.5"14GACHANNEL 4 2.5"X 2.5"14GA TUB O 2.25"X 2.25"12GA TUBED "/,in 6 CONNECTOR SLEEVE 225"X 225"X 12GA TUBE 22 � cc' WE SCALE WE �n : s 7 BASE ANGLE 2"X 2'X 3"LG.3/16"ANGLE 10 270 Old Highway 99 6 PURLIN 425"X 15"X 15GA/14GA HAT CHANNEL 5 y Maxwell,CA 95955 9 GIRT 425°X 15"X 1.5GA/14GA HAT CHANNEL 5 - ❑ �L"*F u I` 1-877-604-2777 9A OPT.END WALL GIRT 2.5'X 15"14GA CHANNEL 1 -lc ENGINEERED BY: 10 SHEATHING 29 GA CORRUGATED SHEET 8 2" I� 11 END WALL POST 25"X 25"X 14GA TUBE 1 THICKNESS=14GA THICKNESS=14GA 12 DOOR POST 25"X 25"X 14GA TUBE 1 2"X 2"14GA TUB © 2.5"X 1.5"14GA CHANNEL° A&A ENGINEERING 13 SINGLE HEADER 25"X 25"X 14GA TUBE 1 SCALE NT5 SCALE:WE MR.-STRUCTURAL 14 DOUBLE HEADER DBL.25"X 25'X 14GA TUBE 1 60,6 Re Pk.= T 419-• 01-143623 Tel.419.998-1983• 419-M4955 SERVICE DOOR/WINDOW 5' "^^.a neC15.�" 15 FRAMING 25"X 2 X 14GA TUBE 1 1.50" b 16 ANGLE BRACKET 2'X 2"X 2"LG.14GA ANGLE 7 DRAWING INFORMATION 17 STRAIGHT BRACKET 2"X 2"X 4"LG.14GA PLATE 6 J—\ \ PROJECT: 18'-0"WIDE BUILDINGS 15 PB SUPPORT 25"X 25"X 14GA TUBE 1 \-- 1.ocanON: STATE OF OREGON 19 DIAGONAL BRACE 2"X 2"X 14 GA TUBE 3 425" 41 PROJECTNO.: 232-20.0050 20 GABLE BRACE 2'X 2'X 14 GA TUBE 3 SHEET TITLE: THICKNESS=1EGA/14GA 21 08 BRACKET 225"X 225"X 6"LG.14GA ANGLE 9 SCHEDULES & 22 TRUSS SPACER 25"X 25"X 14GA TUBE 1 425"X 1.5"X 18GA/14GA O 12 X 1"SELF-DRILL SCREWS(ESR-2196 OR HAT CHANNEL MEMBER SECTIONS 23 ALL FASTENERS SCALE WEEQ)W/NEOPRENE/STEEL WASHER SHEET NO.: 2 / 11 TABLE 22:SHEATHING FASTENER SCHEDULE \, '\ DRAWN BY: AW DATE:1/14/20 -"- CORNER PANELS SIDE LAPS EDGE LAPS ELSEWHERE N ith CHECKED BY,OAA DATE:1(14(20 9"GC MINI 4.1"C/C 9"C/C LEGAL INFORMATION FASTENER TYPE:#12X1"SELF-DRILL SCREWS(ESR-2196 OR EQ)W/ � -ANY DUPUCAT.ON OF MG DRAWING IN WHOLE OR NEOPRENE/STEEL WASHER PART IS STRICTLY PORBIODal.ANYONE DOING 50 WILL 2" 2^ ? BE PROSECUTED LINDER TI1E nhu.GCITNT OF THE LAW. "SEE TYP.SHEATHING FASTENER SCHEDULE DIAGRAM ON PAGE 6. THICKNESS=14GA THICKNESS=14GA -DRAWINGS VALD UP TO I YEAR FROM DATE OP ISSUE. TABLE 2.3:GAUGE THICKNESS SCALE:STRAIGHT BRACKET° ANGLE BRACKET° SEAL: _ - _-. 28 15 14 12 SCALE NfS S NtS 0.0135 OA49 0.083 0.109 •k,oD PR pp,.. ��5 �G 1 N FcO /�ti • x 74 0 r i / 9 N� N y< k OREr•N 341, 36„ X6">N . Z3 2 RALI Al8U �P THICKNESS=29GA ?' THICKNESS=3116" THICKNESS=14GA 29 GA CORRUGATED SHEATHING® DB BRACKET° BASE ANGL SCALE:NTS CO DATE EXPIRES: 12/31/2021 SCALE:N1'5 SCALE:NTE DATE SIGNED: JAN 21 2020 MANUFACTURED BY: [4]PEAK BRACE 2 `0 C MP A;® [2]ROOF BEAM 12 © 3 117 a d/n _ s [5]KNEE BRACE-SEE TABLE 31 FOR LENGTH 270 Old Highway 99 Maxwell,CA 95955 a 1-877-604-2777 £ [T]COLUMN POST ENGINEERED BY: © �G [3]BASE RAIL MirA&A EIVcrvIL•STRUCTURAL _N,— 6036 Amiss.,Place•Toledo,OH 43623 1 1 TeL 4141911933 n F .419.29E-095b a 3 wowaa.cng nee¢emn 4. 17-9 V2" DRAWING INFORMATION 1YP.A FRAME SECTION PROJECT: 18'-0 WIDE BUILDINGS SCALE:NTS LOCATION: STATE OF OREGON [2]ROOF PROJECT NO.: 232-20-0050 BEAM SHEET TITLE: 12 FRAME SECTIONS & 1 -,s, 3 DETAILS [ ROOF BEAM [4]PEAK BRACE-ATTACH W/(2) SHEET NO.: 3 / 11 �� [23]FASTENERS E.S.(TOTAL 4 EACH I/ END).MAINTAIN MIN.1"EDGE DRAWN BY: AW DATE:1/14/20 / 2] KNEE BRACE-ATTACH111111. DISTANCE AND SPACING CHECKED BY:OAA DATE:1/14/20 (2)(23]FASTENERS E.S. PEAK BRACE CONNECTION DETAILS() LEGAL INFORMATION SCALE:M5 -ANY DUPJOAiION Of mis DRANING M Wt10lE OR [6]6"LG.CONNECTOR SLEEVE- PART 6 STRICTLY FORBIDDEN.ANN]NE DOING SO WL'. FIELD BOLT W/[23]FASTENERS BE PROSECUTED I)? HE ruTLROM D OF THE LAW. ORAw NGs JTED ue TO l TEAR FROM DATE OF E.S.-SEE TABLE 32 FOR NO.OF [6J 6"LG.CONNECTOR ��, FASTENERS READ. SLEEVE FIELD BOLT W/[23] SSUE. � FASTENERS-SEE TABLE 3.2 [1]COLUMN [1]COLUMN POST FOR NO.OF FASTENERS REOD. POST ��f. P R 0PF. NI ��5 �G1NEF �OA'A'-FRAME 741 EAVE()ETA! [3]BASE RAIL SCALE NTS O \R DREG N BASE DETAIL() SCALE:NTS 3 D �'1N 13,20 I's k,� TABLE 3 KNEE BRACE SCHEDULE TABLE 3.2 FASTENER SCHEDULE �9R �P5 --. I k E ..-.1 :`i N-S -_ I TF -.S E:,_<. qLI ABU. ❑UP TO el 24" ❑105 TO 125 4 — ❑ 9T012 36" ❑130 TO 155 6 NOTE:COLUMN POST MAY BE ADJUSTED x1"FOR LEVELING. MANUFACTURER 15 NOT RESPONSIBLE FOR LEVELING OF GROUND DATE EXPIRES: 12/31/2021 l 0160 TO 180 8 AND/OR CONCRETE SURFACE PROVIDED BY OTHERS. DATE SIGNED: JAN 21 2020 AOANUFADTURED BY: TABLE 4:FRAME SPACING SCHEDULE •`E 1 c M GROUND ■ =!___:5-�%JIL:I'..35 ■ OPEV EUILD'�'VGS a �' ROOF LIVE WIND SPEED(MPH) WINP SPEED(MPH) Q LOAD(F59 005 0115 0130 0140 0155 0165 0180 0105 0115 0130 0140 0155 0165 0180 0 30/20 60 60 54/60 54 42 36 30 60 54160 45/60 42/54 36/42 36 30 61 • 5 0 40/27 45/60 45/60 42/60 42/54 42 36 30 48/54 48/54 42/54 42/54 36/42 36 30 Gib �* c1 ❑50/34 40/54 40/54 40/54 40/54 40/42 36 30 40/48 40/45 40/48 40148 36/42 36 30 di : s r o 0 60141 36/42 36/42 36/42 36/42 36/42 36 30 36 36 36 36 36 36 30 ❑70/47 32/36 32/36 30/36 30/36 30/36 30/36 30 30 30 30 30 30 30 30 a Old Highway 99 y � Maxwell,CA 95955 w 0 80/54 30 30 30 30 30 30 30 24 24 24 24 24 24 24 1-877-604-2777 • 0 90/61 24 24 24 24 24 24 24 18 18 18 18 18 18 18 030/20 60 60 54/60 54 48 42/45 42 60 54/60 45/60 42/54 36/48 36/45 36/42 ENGINEERED BY: o 0 40/27 45/60 45/60 42/60 42/54 42/45 42148 42 48/60 48/60 42/60 1 42/54 36/48 36/48 36/42 '� lV gj ❑50/34 40/54 40/54 40/54 40/54 40/48 40/48 40/42 40/45 40/45 40/48 40/48 36/48 36/48 36/42 r o 0 60/41 36/42 36/42 36/42 36/42 36/42 36142 36/42 36/42 36/42 36/42 ; 36/42 36/42 36/42 36/42 A&A ENIGIINIEERIl IG iii5 0 70/47 32/36 32/36 32/36 32J36 32/36 32/36 32/36 32/36 32/36 32/36 32/36 32/36 32/36 32/36 CIVIL•STRUCTURAL <.1". 080/54 30 30 30 30 30 30 30 30 30 30 30 30 30 30 6036 Renaissance Place•Tokdo,OH 43623 Te1.419.4921933•Pu.41429209.55 • 0 90/61 24 24 24 24 24 24 24 24 24 24 24 24 24 24 :+<odmm<"+n 030/20 60 60 54/60 54 48 42/48 42 60 54/60 48/60 42/54 36/48 36/48 36/42 DRAWING INFORMATION 'a 040/27 48/60 48160 42/60 42/54 42/45 42/48 42 48/60 45/60 42160 42/54 36/48 36/48 36/42 PROJECT: 18t0"WIDE BUILDINGS J-. ❑50/34 40/54 40/54 40/54 40/54 40/48 40/45 40/42 4 40/54 40/54 40/54 40/54 36/48 36/48 36/42 i p ❑60/41 36/42 36/42 36/42 36/42 36/42 36/42 36/42 36142 36/42 36/42 36/42 36/42 36/42 36/42 LOCATION: STATE OF OREGON ul j ❑70/47 32/36 32J36 32/36 32/36 32/36 32/36 32/36 32/56 32/36 32/36 32/36 32/36 32/36 32136 PROJECT NO.: 232-20-0050 e 080/54 30 30 30 30 30 30 30 30 30 30 30 30 30 30 SHEET TITLE: IN • ❑90/61 24 24 24 24 24 24 24 24 24 24 24 24 24 24 SPACING SCHEDULES NOTES: &ENCLOSURE NOTES 1- FRAME SPACINGS ARE IN UNITS OF INCHES(IN). 2. WHERE TWO VALUES ARE SHOWN.THE HIGHER VALUE CAN ONLY BE USED FOR VERTICAL SHEATHING. BHEEENo.: 4 / 11 3. SNOW LOADS AND ROOF LIVE LOADS ARE IN POUNDS PER SQUARE FOOT(P5F).WIND SPEED IS 3 SEC.GUST IN MILES PER HOUR(MPH). 4. FOR VALUES THAT LIE BETWEEN TWO CELLS.THE HIGHER(MORE STRINGENT)VALUE HA5 TO SE USED.INTERPOLATION BETWEEN CELLS IS NOT ALLOWED. DRAWN BY: AW DATE:1/14/20 CHECKED BY:OAA DATE:1/14/20 ���' t �'�� LEGAL INFORMATION o. .;�'��, �'y4", •ANY DUPLICATION OF THIS DRAWING IN WHOLE OR .' �. ���- � .. BE PRO ECUTED UNDER THE MIL BREDOING5E WILL �' BE DRAWINGS U UP TO I FULL FROM E OF ISSUE f I`� ', -ill SEAL: VALID UPTOYEAR FRDM DATE OF 55UE SEAL ��c0 PR Op, s GENERAL ENCLOSURE NOTES: - cP, 1. TYPICAL ENCLOSED AND OPEN BUILDINGS ARE A5 SHOWN ON THE RIGHT. TYP.ENCLOSED BUILDING TYP. OPEN BUILDING �0 ��GIN. ,„� O� 2. THE MAX BUILDING LENGTH FOR ENCLOSED BUILDINGS IS 50'-0".THIS CAN DE INCREASED SCALE:Nrs _ SCALE:Nrs �" 741 r DY ADDING A DOUBLE FRAME AT THE CENTER TO BREAK THE LENGTH OF THE BUILDING. \i 3. FOR ENCLOSED BUILDINGS.ONE END WALL CAN SE OPEN IF THE OTHER END WALL IS ENCLOSED.THE OPEN ENO WALL MUST HAVE ETTHER GABLE FRAMING(SEE SHEET SA)OR A [4]PEAK BRACE • DREG N DOUBLE END FRAME-SEE TY?.OPEN END WALL ON 3 SIDE ENCLOSED BUILDING. 1.. 1"-12" ✓4 0� 4. OPEN BUILDINGS CAN HAVE PARTIALLY ENCLOSED SIDE WALLS AS INDICATED BELOW: 1.. i 1"_72" /f, N, i3 2 c. -FOR SIDE WALLS UP TO 3'ENCLOSED-THERE IS NO CHANGE IN SPACING. 8 -FOR GREATER THAN 3'ENCLOSED SIDE WALLS-THE SPACING MUST BE REDUCED BY 6" (2)[1]COL POSTS Rq L I AV' 'Ps FROM OPEN BUILDING SPACING TABLES. 1 STITCH WELDED 5. ENCLOSED BUILDING WITH PARTIALLY ENCLOSED END WALLS NEED TO HAVE SIDE WALL TYP-OPEN END WALL ON 3 DATE EXPIRES: 12/3112021 BRACING TO SUPPORT THE PARTIALLY ENCLOSED END WALL.SEE SHEET 9 FOR TYPICAL SIDE ENCLOSED BUILDING DATE SIGNED: JAN 21 2020 BRACING DETAILS. SCALE NIS MANUFACTURED BY: TABLE 5.1:PURLIN SPACING SCHEDULE TABLE 52:GIRT SPACING SCHEDULE •GROUND ■ `- ■ ` FRAME :"l 5r (r. / a`{`c MPf SNOW/ 'TIC' G ° ROOF LIVE WIND SPEED(MPH) WINO SPEED(MPH) 1� 1� 1• 1• '• lE6 'SO ��(P 105 115 130 140 135 165 150 105 115 130 140 155 165 180 0 5'-0" 60 48 36 30 mm 18 0 30/20 54 48 42 36 30 24 24 36 30 24 18 18 12 12 04.-6" 60 60 48 m 36 30 24 d • z 0 40/27 42 42 42 36 30 24 24 30 30 24 18 18 12 12 0 4'-0" 60 60 00 42 36 30 4 cj < ❑50/34 40 40 40 36 30 24 24 24 24 24 15 18 12 12 O3'-6" 60 60 54 54 48 m 42 �AG'in _S �c s O 60/41 36 36 36 36 30 24 24 18 18 18 18 18 T2 12 02-0'T03'-0" 60 60 00 45 1E1E11 0 70/47 32 32 32 32 30 24 24 18 18 16 18 16 12 12 NOTES: 0 Old Highway 95955 ? ❑80/54 30 30 30 30 30 24 24 18 18 16 18 1. GIRT SPACING UNITS ARE IN INCHES. Maxwell,CA 18 12 12 2. THIS SCHEDULE IS TO BE USED FOR BOTH 1-877-604-2777 0 90/61 24 24 24 24 24 24 24 12 12 12 12 12 12 12 14GA AND 18 GA PURLINS. ENGINEERED BY: 0 30/20 54 48 42 42 36 30 30 45 36 30 24 18 18 12 3. FRAME SPACING NEEDS TO BE DETERMINEDC. I �� 0 40/27 42 42 42 42 36 30 30 4236 30 24 18 18 12 FROM TABLE 4. <_ 0 50/34 40 40 40 40 36 30 30 30 30 30 24 18 18 12 c`n 1 0 60/41 36 36 36 36 36 30 30 30 30 30 24 18 18 12 A&A ENGINEERING F. 0 70/47 32 32 32 32 32 30 30 24 24 24 24 18 18 12 CIVIL-5TRUC OPAL < ❑80/54 32 32 32 32 32 30 30 18 18 18 18 18 18 12 W36 R aauvnm Ph •Toledo,OH 48523 d Td.40 4924983•Fax+19.s9B0955 0 90/61 30 30 30 30 30 30 30 18 18 18 18 18 18 12 0 30/20 54 48 42 42 36 36 30 54 48 36 30 24 24 18 DRAWING INFORMATION 0 40/27 42 42 42 42 36 36 30 42 42 36 30 24 24 18 L_ PROJECT: 16-0"WIDE BUILDINGS < 0 50/34 40 40 40 40 36 36 30 40 40 36 30 24 24 18 u:t° 0 60/41 36 36 36 36 36 36 30 36 56 36 30 24 24 18 LOCATION: STATE OF OREGON • 0 70/47 32 32 32 32 32 32 30 30 30 30 30 24 24 18 PROJECT NO.: 232-20-0050 080/54 32 32 32 32 32 32 30 24 24 24 24 24 24 18 SHEET TITLE: 0 90/61 30 30 30 30 30 30 30 24 24 24 24 24 24 18 PURLIN&GIRT 030/20 54 48 42 42 36 36 30 54 48 42 42 36 30 30 SPACING SCHEDULES • 040/27 42 42 42 42 36 36 30 42 42 42 42 36 30 30 - ❑30/34 40 40 4O 40 36 36 30 40 40 40 40 36 30 30 SHEET NO.: 5 / 11 u- 0 60/41 36 36 36 36 36 36 30 36 36 36 36 36 30 30 ❑70/47 32 32 32 32 32 32 30 32 32 32 32 32 30 30 DRAWN BY; AW DATE 1/14/20 2■ CHECKED BY:OAA DATE 1/14/20 < 0 80/54 32 32 32 32 32 32 30 32 32 32 32 32 30 30 u- 0 90/61 30 30 30 30 30 30 30 50 30 30 30 30 30 30 LEGAL INFORMATION LE OR. ❑30/20 54 48 42 42 36 36 30 54 48 42 42 36 36 30 TART 5 STRICTLY FORBIDDEN. DUNE DOING WILL 0, ,Y BE PROBECUTED UNDCt D.'RN THE FULL OP THE LAW.z w 0 40/27 42 42 42 42 36 36 30 42 42 42 42 36 36 30 -DRAWINGS VAUD UP TO I YEAR FROM DATE of IssuE. < 0 50/34 40 40 40 40 36 36 30 40 40 40 40 36 36 30 u 0 60/41 36 36 36 36 36 36 30 36 36 36 36 36 36 30 SEAL: F 0 70/47 32 32 32 32 32 32 30 32 32 32 32 32 32 30 ���0 PR .. j 0 50/54 32 32 32 32 32 32 30 32 32 32 32 32 32 30 ,0 ■ 0 90/61 30 30 30 30 30 30 30 30 30 30 30 30 30 30 �0 ��G 1 N FCC �p NOTES: 1. PURLIN SPACING UNITS ARE IN INCHES. 741 r 2. FRAME SPACING NEEDS TO BE DETERMINED FROM TABLE 4. OREG N D v'�N. /3,2 tk '9RALI ABU''�DATE EXPIRES: 12/31/2021 DATE SIGNED: JAN 21 2020 MANUFACTURED BY: [8]PIRLiNS r Ei0 nj r � .,%sue ., l�t,Fs; GENERAL SHEATHING NOTES: e Pry i . tea „ �°►` > . �l ��I ,v-r-4� �������, _ � �.��:'� 1. REGULAR STYLE BUiLDiNGS CAN �l i� \+1*� `f�. +� ! .%```� �� ONLY HAVE HORIZONTAL I� ,' ' \ `� ►' - .:A�����' `�:` SHEATHING ON ROOF AND WALLS. �' `1 ' `� �� r�' ``% \��/ `- 2. • Nic ; UILDINGAN '0 �`ATiONO• ERTICALOFS ANDLLS3. AND VEAL5i CAN HAVE MAX. 1-877-604-2777 GENGINEERED BY:6"OVERHANG. w 4. U51NG VERTICAL SHEATHING MAY 1G ) \ ```II II11i[IIpiii illlll'..IIIpji1 i. ALLOW FOR GREATER FRAME III�� " `,'.lam �1 'I p� ' w • SPACING.5EE NOTE 2 UNDER © 11 N TABLE 4. AAA ENGINEERING �.Ill I I�. CIVIL•sTRI C1 URA ❑TYP.HORIZONTAL SHEATHING (9]GIRTS 66.3G Rcmiunucc Place•Toledo,OH 4352.3 scALE:Nrs D TYP.VERTICAL SHEATHING TcLa19-2sau F,�aso95.5 SCALE Nis DRAWING INFORMATION EDGE LAP pROJECT: 18'-0"WiDE BUILDINGS LOCATION: STATE OF OREGON 2, .440k' PROJECT NO.: 232-20-0050 't ® Q SHEET TITLE: SIDE LAP SHEATHING OPTIONS Q 1 ��r ,• SEE TABLE 22 FOR & DETAILS FASTENER SCHEDULE ELSEWHERE [10]SHEATHING SHEET NO.: 6 / 11 [10]SHEATHING [11]END ATTACH PURLINS TO DRAWN BY AW DATE:1/14/20 CORNER WALL POST ROOF BEAMS W/(2) CHECKED BY:OAA DATE:1/14/20 SEE TABLE 22 FOR [23]FASTENERS FASTENER SCHEDULE [8]PURLINS LEGAL INFORMATION TYP. SHEATHING FASTENER SCHEDULE TYP. HORIZONTAL SHEATHING DETAIL() ROOF VERTICAL SHEATHING DETAIL() -AM'DUPLICATION OF THIS DRAWING IN MOLE OR SCALE NT5 SCALE NT5 SCALE:NTS PARR O S CUTED UNDER T EN.ANYONE BRE DOING SO WILL 6EPR05EK FORBIDDEN. THEPALLONED TE OPTHEISSUE. -DRAWINGS VAUD UP TO I YEAR PROM CATE OP ISSUE. • SEAL: ATTACH G1RTS TO POSTS p P R O w/(2)[23)FASTENERS So, FF (16J ANGLE CLiP.SECURE TO ' ss DOOR POST AND BASE RAIL `• • �0 ��G 1 N F�c� /O W/(4)[23]FASTENERS ES. [10]SHEATHING 1- 7 15 r [10]SHEATHING SEE TABLE 22 FOR OREGO� 5EE TABLE 22 FOR • FASTENER SCHEDULE 0j1 �qN 13 200 �� ASTEl�R SCHEDULE �J 4 Cj [9A]END-WALL GIRTS "\ [9]G1RTS �,r'I L j AB‘}' ❑WALL VERTICAL SHEATHING-TUBE DETA1 © ❑WALL VERTICAL SHEATHING-HAT CHANNEL DETAIL() DATE 12/31/2021 SCALE Nis SCALE NT5 DATE SIGNED: JAN 21 2020 MANUFACTURED BY: -- �4`C pp7 [12]DOOR POST 4 t• / [6]6"LG.CONNECTOR [i5]WINDOW FRAMING MAX 2 CUT FRAMES ' �\ j SLEEVE FIELD BOLT W/ \v I• 4h [23]FASTENERS-SEE I TABLE 32 FOR NO OF :_________ [16J ANGLE CUP.SECURE READ. II".4I \,l TO COLUMN POST AND a o'r n _5 i�\ 1100,FASTENERS HEADER W!(4) [23) ��(� FASTENERS ES. r 270 Old Highway 99 / [5]BASE ' Maxwell,CA 95955 0ink / POOR P05Trs DOT.CONN. DETAI TYP O .WINDOW FRAMING 2 1-877-604-2777 © CONN.DETAIL\ SCALE NTS ENGINEERED BY: �.' �� •�\ // � [6]6"LG.CONNECTOR SLEEVE FIELD BOLT WI V 4� [23]FASTENERS-SEE TABLE 32 FOR NO.OF A&A ENGINEERING // \\ ll [i]COLUMN POSTFASTENERS READ. 5035xe CIVIL I eL ,T• Ha ug / •r. I1% ABOVE HEADER 1,iii. TeL 4L9- 2.1989.Fs�M119-D2-0955 ' .zeINFORM / I: [14]DOUBLE HEADER DRAWING INFORMATION CLEAR BAY EACH SIDE OF / OVERHEAD DOOR OPENING&AT 4 VB"FILLET-1-1/2"LG.(ta 12" PROJECT: 1S'-0"WIDE BUILDINGS BUILDING CORNERS CC STITCH WELD BOTH ❑SIDE WALL OVERHEAD DOOR OPENINGS SIDES STAGGERED-TYP. Locanc,N: STATE OF OREGON SCALE NTS COLUMN POST ABOVE DOOR() PROJECT NO.: 232-20-0050 HEADER CONN.DETAIL SHEET TITLE: N. SCALE: 4h 51DE WALL FRAMING [15]ANGLE CLIP.SECURE TO COLUMN POST AND HEADER & OPENINGS W/(4)[23]FASTENERS ES. 4 N. NO.: 7 / 11 [14]DOUBLE HEADER / �/ DRAWN BY: AW DATE:1/14/20 ll .� cHECICEDBY:OAA wTE:1/14/20 4h r [15]ANGLE CLIP.SECURE I �� LEGAL INFORMATION TO COLUMN POST AND 51 -ANY DUPLICATION OF TH5 DRAWING IN WnOLc OR SERVICE DOOR I WINDOW PART 5 STRICTLY FORBIDDEN.AWOKE DOING 50 WILL H SE PROSECt11PD UNDERTNE FULL DREW OF THE LAW. / FRAMING W/(4) [23] ' VB'"FILLET-11/2'L.G. B -DRAWINGS VALID ur TO I YEAR FROM DATE of I55Lre. �I 1111 I�/ SERVICE POOR(S) FASTENERS ES. ✓�/ C.0 STITCH WELD BOTH [1]COLUMN POST pj-10 TO BE LOCATED SIDES STAGGERED-TYP. gPe' PER CUSTOMER REQUIREMENTS [15]SERVICE DOOR/ [12]DOOR POST [6)6"LG.CONNECTOR �yED PROFF WINDOW FRAMING SLEEVE.FIELD BOLT W/ �� SS+ / © OPENING SIZED (IJ COLUMN POST [23]FASTENERS-SEE \� G I N EE 'Si' Q TO HT WINDOW TABLE 32 FOR NO.OF CV •P 2 TYP. SERVICE DOOR/WINDOW° FASTENERS READ. 741 0 ❑SIDE WALL SERVICE DOOR/WINDOW OPENINGS FRAMING CONN. DETAIL SCALE NTS SCALE NTS SIDE WALL FRAMING NOTES: COLUMN POST ABOVE POOR DREG N 1. DESIGNS AND DETAILS SHOWN HERE ARE APPLICABLE TO BOTH REGULAR AND A-FRAME STYLE BUILDINGS. HEADER SCA DER CONN. DETAIL ck J�N13,2 4t 2. MAX HEIGHT OF SIDE WALL OVERHEAD DOOR OPENINGS IS 2 FT LESS THAN THE SAYE HEIGHT. A 5� 5. OVERHEAD POOR OPENINGS CANNOT CUT THROUGH MORE THAN 2 FULL FRAMES. 't"q�r AgU.�P 4. MIN 1 CLEAR BAY MUST BE MAINTAINED BETWEEN ANY 2 OVERHEAD DOOR OPENINGS.A CLEAR BAY IS A SPACE BETWEEN TWO FRAMES THAT HAS NO OVERHEAD DOOR OPENINGS. 5. MIN.1 CLEAR BAY MUST ALSO BE MAINTAINED FROM THE BUILDING CORNERS. DATE EXPIRES: 12/31/2021 _ 6. SERVICE DOORS AND WINDOWS CAN BE PLACED IN CLEAR BAYS OR ANY WHERE ELSE AS NEEDED. DATE SIGNED: JAN 21 2020 • ,, MANUFACTURED BY: BEE TABLE&Ai FOR MAX Will, SEE TABLE 8 At FOR MAX. % ��f MfN.12° END WALL P05T SPACING Q END WALL POST SPACING ��� OFFSCORET /R % ii / III 1 G. Aftm I•II© ,a'It S ilik m m I� m r m \ \ \. 270 Old Highway 99 \ / Maxwell,CA 95955 ©ICY / 5yill 1-877-604-2777 /, 0� * ICI ENGINEERED BY: 01� 0\- III i 1 ��� MIN 12 CINL•srxociTTnel CORNER �a ;.� MIN.12 BETWEEN b4 6 Pcvu vi Pl c•Toledo,OH 43623 ill ��Q, ,� i ❑END WALL GABLES TL419R921993•Fa.41902.0953 OFFSET OC S0 OPENINGS SCALE:NTS `"`"."'"'cimcn.c"'" �%4 ❑END WALL OVERHEAD DOOR OPENINGS DRAWING INFORMATION i% NV 1 ...Or:, 5CALbNf5 i A� PROJECT: le-0"WIDE BUILDINGS \, Or [207 GABLE BRACE \ i� �1 LOCATION: STATE OF OREGON SEE TABLE 8-A1 FOR MAX i I/ ae 232-20-0050 END WALL POST SPACING SEE TABLE 8 At FOR MAX «' SHEET tT NO.: 1 END WALL POST SPACING I ® \ SHEET'TITLE: ��� �� 0 / ' ' END WALL FRAMING IV ` (r" zz, a II SHEET NO.: �A/ 11 Q \ DRAWN BY; AW DATE:1/14/20 I) i� © CHECKED BY:OAA DATE.1/14/20 jilr / LEGAL INFORMATION �I' I \ SEE NOTE 4 -ANY D TPJCAnoN of THIS DRAWING IN WHOLE OR PART OSTRICTLY FORBIDDEN.ANYONE DOING E WILL AW. 0111111-. � B[FROSEY.IlfCD UNDERTHE FULL EXfBrT OFTHE fAW.© III -DRAWINGS VAND UPTO YEPA FROM DATE OF LSSUE/ p �� \ �A SEAL: OPENING SIZED il TO i ❑PARTIAL END WALL FRAMING '<<' PROFESS / SERVICE DOOR(5)TO BE SCALE:M5 t- ��G I N EEC boy LOCATED PER CUSTOMER TABLE B`A.1:END WALL POST 7 r REQUIREMENTS SPACING SCHEDULE • El END WALL SERVICE DOOR AND WINDOW OPENINGS ND SPEED EAVE HEIGHT SCAB NTS 'MOH' ■L!c IC-' . 8'_C 8' •,.^'To'C OREG N END WALL FRAMING NOTES: 0 105 5' 5' 5' O 9N• 13, e< 51. DESIGNS AND DETAILS SHOWN HERE ARE APPLICABLE TO BOTH REGULAR AND A-FRAME STYLE BUILDINGS. 0 115 5' • 4.5' -T 2. MIN.12'CLEARANCE MUST BE MAINTAINED BETWEEN ANY TWO OPENINGS(OVERHEAD DOOR OR SERVICE DOOR) p 130 4.5 4.5' 4' '�'q LI A53-�p� AM)FROM CORNERS. ❑ 140 4.5' 4.5' 3' 3. SERVICE DOORS AND WINDOWS CAN BE PLACED AS NEEDED. CI 4. DIAGONAL BRACES NEED TO BE ADDED FOR PARTIAL END WALL ENCLOSURES.SEE SHEET 9 FOR DIAGONAL 155 4' 4' DATE EXPIRES: 12/31/2021 BRACE CONNECTION DETAILS. ❑165-180 3.5' 3' 2' DATE SIGNED: JAN 21 2020 MANUFACTURED BY: • [12]DOOR POST [11]END WALL POST �� I J► [17]STRAIGHT BRACKET. [15]ANGLE CLIP.SECURE TO I [11]END WALL POST�"—ar[16]ANGLE BRACKET. SECURE TO DOOR P05T END WALL POST AND DOOR I [15]ANGLE CUP SECURE TO. :c1IIIII" : SECURE TO POOR POST AND BASE RAiL W/(4) WINDOW FRAMING WI(4) �' DOOR POST AND BASE RAILAND�J FASTERS. ~ [23]FASTENERS [23]FASTENERS E5. W/(4)[24]FASTENERS ES.3]BASERIL [15]SERVICE DOOR/ [14J DOUBLEHEADER { ' O DOOR POST BASE RAiL CONN. DETAIL° WINDOW FRAMING va"FILET-H/2"LG.012'C.0 iyI n . 5 SCALE NTS 1 TYP. SERVICE DOOR/WINDOWED STITCH WELD BOTH SiDES FRAMING CONN. DETAIL STAGGERED-TYP. 270 Old Highway 99 [3]SiDE WALL BASE RAIL SCALE NTS DOUBLE HEADER-END WAL 0 Maxwell,CA 95955 Alr 1-877-604-2777 [1]COLUMN POST \+ DI]END WALL POST Ir POST CONN. DETAIL [6]6"LG PI SCALE NTS ENGINEERED BY: CONNECTOR SLEEVE [15]ANGLE SECT RE 70 `� DOOR POST A ANND BASE RAiL W/(4)[23]FASTENERS ES�H [16]ANGLE BRACKET.SECURE �\ w/ ABA ENGINEERING TO DOOR POST AND BASE RAIL P CALL•STRUCTURAL W/(4) [23]FASTENERS CMG Iievai,savx Plu•Tokd",OH 93633 [3]END WALL BASE RAIL [13]SINGLE HEADER 2J ROOF BEAMS ]GABLE Tel.4I9. 19E9•Su.419-SMOSSS CORNER DETAI © HEADER-END WALL POST CONN.DETAIL vemrG I mom scALE Nrs aenr F.NTS T DRAWING INFORMATION (11]END WALL POST [17]ANGLE CLIPS 2 EACH �,�T: 18'-O"WiDE BUILDINGS [15]ANGLE CLIP.SECURE TO ENO-TOTAL 4.SECURE TO HEADER AND COLUMN POST ROOF BEAMS W/ (4)[23] LocAn0N: STATE OF OREGON Jr W/(4) [23]FASTENERS ES. �l FASTENERS ES. [76]ANGLE BRACKET.SECURE ��,, TYP.GABLE BRACE PRSHEET NO.LE: 232 20 0050 TO DOOR POST MD BASE RAiLlin BNEET TITLE. W/(4) [23]FASTENERS ES. _ a (18]SINGLE HEADER �' CONN. DETAIL 11 END WALL FRAMING !H SCALE:YTS DETAILS [3]BASE RAIL w r/ ar SHEET NO.: �B / 11 END WALL POST-BASE " RAiL CONN.DETAIL O [ti]COLUMN POST AT CORNER = [11]END WALL POST DRAWN Br: AW DATE:1/14/20 0 SCALE NTS �� ABOVE GABLE HEADER CHECKED BY:OM ogre:1/14/20 Ap GABLE HEADER-CORNER [2]ROOF BEAM POST CONN.DETAIL O [20]GABLE 11,01 LEGAL INFORMATION SCALE:NTS BRACE 6"SQ.X 14GA PLATE SECURE TO -w,A.DUPIxAnoN of Tnls DRAWING IN WHOLE OR ' POST AND GABLE BRACE W/(5) PARE 15 STRILTLYON OF 1DEN. NE LNG 5O WILL A SiN BEPR05ECU(IDUNDERTIE FULLE)fI {IOFTHELAW.TO ANGLE BRACKET.SECURE C23]FASTENERS AS SHOWN ES. _DRAW NG5 VAUD UNTO I BAR FROM DATE OF I55UE TO DOOR POST AND BASE RAIL WI(4) [23]FASTENERS ES. GABLE BRACE-END WALL 12 SEAL: [17]STRAIGHT BRACKET.SECURE CONN.DETAIL TO DOOR PW/(4) T AND BASE RAIL[23]FASTENERS 4► [11]END WALL POST CR[12]DOOR POST SCALE:NTS Ei�� PR QFIoS+ SEND CALEW WALL POST-ROOF BEAM CONN.DETAIL° POST ABOVEENV LL POST FEADER ar [14]DOUBLE HEADER �C.D ��G I N E� /p�Lr1'7 [15]ANGLE CLIP. IY 741 5 r [ii]END WALL POST SECURE TO DOOR POST ` ABOVE HEADER AND BASE RAiL W/(4) y 'Or [23]FASTENERS ES.4 OR G N [15]ANGLE CUP. I. Q li SECURE To DOOR POST a ` �� i118'FlCLCE5 V/2"LG. qN 13 2 ��� AND BASE RAiL W/(4) [23]FASTENERS ES WELD BOTH SiDES Rq�I ABV t - N.A STAGGERED-TYP. [13]SINGLE HEADER END WALL POST ABOVE DOUBL 0 END WALL POST ABOVE HEADER CONN. DETAi © HEADER CONN.DETAIL DATE EXPIRES: 12/31/2021 SCALE MS SCALE:NTS DATE SIGNED: JAN 21 2020 • r �i MANUFACTURED BY_Tr,_ ,, 47 D !� a [2]ROOF BEAM �Ir��.. 4c. di III [21]DO BRACKET.SECURE TOIII ,•.,,, ,_ \ al POST AND DIAGONAL BRACES W/ ,� S"f i'`�'I` III \ �\lh_ .i� o. (7)[23]FASTENERS AS SHOWN Piitlk I ^\C� `! c AtilliO, `t �� �� 270a Old Highway 5 y�� II �`� i Maxwell,CA 95955 [t]COLUMN POST �.� ; y- 1-877-604-2777 [19]DIAGONAL AT CORNER III �� \�� \ ENGINEERED BY: BRACES �\ ''I DIAGONAL BRACE TOP CORNER CONN. DETAIL.° _!7 SCALE NTS 1 / \� A&AENGINEERING CIVp.•STRUCTURAL \. II 6036 Renaissance Pb,c •Toledo.OH 63693 [i]COLUMN POST 0R , ..1 TeL6i9ssvi99•F. 199sszo955 4r [113 END WALL POST / • v II • I �� III DRAWING INFORMATION s © ,I11_ III ... PROJECT: le-O"WIDE BUILDINGS i �� 0 \ <I /'�I�'�/�� i �Lna,,, STATE OF OREGON _ 70 [19]DIAGONAL BRACES [21]DB BRACKET.SECURE TO \' / PROJECT 232-20-0050 �� POST AND DIAGONAL BRACES W! A / (7)[23]FASTENERS AS SHOWNCOR R DIAGONAL © CORNER BRACING BRACING SEE NOTES \ 0 DETAILS FOR REQUIREMENTS SHEET NO.: 9 / it DIAGONAL BRACE-P05T CONN.DETAIL'O DIAGONAL BRACING AT CORNERS DRAWN BY: AW DATE:1/14/20 SALE HIS 2 SCALE:NTS CHECKED BY:OAA DATE:1/14/20 LEGAL INFORMATION -ANY DUPLICATION OPTHL9 DRAWING IN WHOLE OR PART a STRICTLY FORBIDDEN.ANYONE DOING SO NALL BE PROSECUTED UNDER THE FULL CLIENT OF THE LAW. CO COLUMN POST -DRAWNGS VAUJD UP TO I YEAR PROM DATE OF ISSUE. [21]DB BRACKET.SECURE TO AT CORNER POST AND DIAGONAL BRACES WI Ii SEAL: (7)(23]FASTENERS AS SHOWN lip [19]DIAGONAL BRACES 5����p PROF�ss, i °�k CORNER BRACING NOTES: �C1 �C\ 1 N fi�9 0y 1. DIAGONAL BRACING AT BUILDING CORNERS 15 REQUIRED FOR ALL 7415 d4 BUILDINGS IN LOCATIONS WHERE WIND SPEED 15 140 MPH OR GREATER. ,Nli01tti 2. IF CORNER BRACING IS REQUIRED BUT THE BUILDING IS MISSING OREG N ONE OR MORE END WALLS THEN THE BUILDING MUST BE �F" J,9 � �i0, [3]END WALL BASE RAIL [3]SIDE WALL BASE RAIL DESIGNED AS AN OPEN BUILDING AND SIDE WALL DIAGONAL '�/,9 • 13,2 GJ BRACING IS REQUIRED(USE SPACING FOR OPEN BUILDING IN ' At/AB�`{� DIAGONAL BRACE SOT.CORNER CONN.DETA1L'O TABLE 4.1). SCALE:NTS 3 3. DIAGONAL BRACING IS ALSO REQUIRED ON THE CORNERS ON THE SIDE WALLS WHEN THE ADJACENT-END WALL 15 PARTIALLY DATE EXPIRES: 12/31/2021 INSIDE VIEW SHOWN FOR CLARITY ENCLOSED- DATE SIGNED: JAN 21 2020 • MANUFACTURED BY: (/:i1:1-1:1:1-11.. st\CMe Q • 1.;;,... �) ON. 0 4• \ �d �o �`. /n :s �.1`,� \ 270 Old Highway 99 0 \'` 111 Maxwell,CA 95955 �' .' , N Ili 1-877-604-2777 r \7 I \ II\ 1'� \I ENGINEERED BY: p.\` I .. III 1 \� �� I �. III i,1\ 14% AAA ENGINEERING I II �i /\ CML•STRUCTURAL I\ ��\ \ fA3fi I.•41•- v••1 Play•T.4I9-OH 43@23 Tel.419-'19R-I9113•F .419-29'10955 DRAWING INFORMATION s PROJECT: 18'-O"WIDE BUILDINGS - IIl li LOCATION: STATE OF OREGON 6:d;') :-" Ali Il © / '�'0 PROJECT SHEET TITLE: . Z3Z-ZO-0050 or.6.0OPTIONAL LEAN-TO �'"x� b ADDITION i rn SHEET NO.: 10 / 11 2 DRAWN BY: AW DATE:1/14/20 ❑OPTIONAL LEAN-TO ADDITION CHECKEr,BY OAA DATE 1/14/20 SCALE NTS LEGAL INFORMATION -ANY DUPUCAUON OF hI15 DRAWING IN Wh OLE OR PART IS STRICTLY FORBIDDEN.ANYONE DOING 50 WILL [2]ROOF BEAM [67 n"LG.CONNECTOR SLEEVE- � IECUTED OF TENT TEoEDRAVNGS VAUD TO r THE PULL OnDA f ISSUE. -MAIN BUILDING FIELD BOLT TO BOTH TUBE5 W/ [23]FASTENERS-SEE TABLE 32 SEAL' 6 FOR NO.OF FASTENERS READ. �50 PROpFs [2]ROOF BEAM- LEAN-10 ADDITION �(D� ��G N FF�s/0 [6]6"LG.CONNECTOR SLEEVE- FIELD BOLT W/[23]FASTENERS �f�'�AIN 74 ES.-SEE TABLE 32 FOR NO.OF LEAN-TO ADDITION NOTES: FASTENERS READ. 1. LEAN-TO ADDITIONS CAN BE ADDED ON EITHER OR BOTH SIDES OF [1]COLUMN POST-FOR EAVE HEIGHTS O REG N GREATER THAN e1-O"INSERT TS 225 X THE BUILDING. O �9 0t 225 X 14GA TUBE INTO COLUMN POST 2. ,ROOF SLOPE,PURLIN,GIRT AND FRAME SPACING OF THE ADDITION A /V. /3,2 �� HAVE TO MATCH THAT OF THE MAIN STRUCTURE /i.? P, LEAN-TO ATTACHMENT DETAIL° 3. IF THE LEAN-TO ADDITION 15"OPEN"(BOTH END WALLS OR SIDE WALL q L 1 ABv SCALE:NTS 1 15 NOT ENCLOSED),THE DESIGN OF THE MAIN BUILDING HAS TO USE THE FRAME SPACING OF AN OPEN BUILDING FROM TABLE 4. DATE EXPIRES: 12/31/2021 DATE SIGNED: JAN 21 2020 • " CONCRETE SLAB FOUNDATION NOTES: I I "' Ill �'1 _ -,„•:,,,,.., / MANUFACTURED BY: 1. DESIGNS SHOWN ON THIS SHEET ARE FOR CONCRETE SLAB FOUNDATION. II II �� al l \ �•).1.,,..../ 41E C MPrANY OF THE FOUNDATIONS SHOWN ON SHEETS 11-A THRU D CAN BE USED. IIIIII ^\` \ Qa2. CONCRETE ANCHORS SHALL BE LOCATED NEXT TO EVERY POST AND ON IIIII ` I ETHER SIDE OF OPENINGS.TWO ANCHORS SHALL BE INSTALLED AT III III / 9 �'\\ .:',I� \� / 11 CORNERS OF ENCLOSED BUILDINGS WITH END WALLS-ONE ON EACH III 1 -- Y \ IIG BASE RAIL.IN LOCATIONS REQUIRING TWO ANCHORS DUE TO WIND,ONE 11I © III ..// III !V �C`° d/ ANCHOR IS TO BE ON EACH SIDE OF THE COLUMN POST. I I I /�11� III I� • n : s 3. ANCHORS IN CLOSE PROXIMITY TO EACH OTHER MUST HAVE A MIN.4" / III III III ai 270 Old Highway 99 SPACING. / III III 11 Maxwell,CA 95955 4. MIN.NUMBER OF CONCRti t ANCHORS PER POST SHALL BE AS SHOWN IN / ,�: I TABLE 11-A.2. M :`1,+: III �� 1-877-604-2777 5. THE SIZE OF THE SLAB SHALL BE THE SIZE(WIDTH AND LENGTH)OF THE2p `, in' �4:` /// ENGINEERED BY: BUILDING PLUS 5s'FOR 14GA MATERIAL AND 5'FOR 12GA MATERIAL ' 'a III ♦•:--A ' ' 6. DEPTH OF SLAB TURN DOWN FOOTING SHALL BE GREATER THAN FROST ` \ iy "' 2d� DEPTH SPEUrItD PER LOCAL CODE CONTROL JOINTS SPACED AT— 1y 7. CONTROL JOINTS SHALL BE PLACED 50 A5 TO LIMIT MAX SLAB SPANS MAX.PACE O.C. / A&A ENGINEERING TO 20'IN EACH DIRECTION. CIVIL•STRUCTURAL 1692 8. ASSUMED SOIL BEARING CAPACITY 15 TO BE A MIN.OF 1500 PSE. CONCRETE SLAB FOUNDATION 1-A eaasR Renaissance Pb •x.•ILL 4.5 TeL 419 ante ••Toledo,OH43 mm. nF 9. CONCRETE STRENGTH TO BE A MIN OF 2500 PSI�28 DAYS. SCALE:NTS aaK .eencem DRAWING INFORMATION g, tit� ^ `Bast*POST 1 0 ANCHOR TABLE 11-A2:CONCRETE PROJECT: 1S'-0"WIDE BUILDINGS BEYOND SLAB ANCHOR SCHEDULE \ • T.F.F. BASE LOCATION: STATE OF OREGON Ev i� FLAT" 4 RAIL A F-4 A 2"WCEXT'DEEP ENCLOSURE ,YPG -�E= '4 '��� PROJECT NO.: 232-20-0050 t 1 lMPH? = `F= �SLOPEHi ■■ SHEET TITLE: \ NOTCH ALONG ,i..., i.i N (J'FJ AD DOOR 0105 TO 130 (1)1/2"0 x 7" n 111L1111 a FOUNDATION OPTION 1: - ' • 'r AND SWPE TO 2' ENC O5E0 0140 TO 180 (2)1/Z0 X T' \ CONCRETE SLAB • 0105 TO 115 (1)1/2"H X T' END WALL POST OVERHEAD DOOR NOTCH DETAIL® OPEN 0130 TO 180 (2)112 D XT' DOOR POST SHEET NO.: 11-A/ 11 SCALE NTS 14GA SECTION A-A NOTES: DRAWN BY: AW DATE:1/14/20 TABLE 11-A.1:NOTCH WIDTH 1. ANCHORS ARE TO BE CONCRETE WEDGE OR -1" 0" ANCHOR CHECKED eY:OAA DATE 1/14/20 HCPI=^n'' v =y I = EXPANSION ANCHORS. ii 'FLAT"\ T.F.F. A BASE RAIL LEGAL INFORMATION 2. MIN.EMBEDMENT DEPTH TO BE 2�g". \ f 014GA 012GA 014GA 012GA T,r i ■■ -AM'OUPU mI CATOJorsDRAWRIGINW1OIEDR 3. ANCHORS TO BE SPACED NO MORE THAN 6" iO SLOPE'S/ PART 15 STRICTLY FORBIDDEN.ANYONE DOING 50 VALL 23/4' 27/8" 13/4" 17/8" FROM POSTS. / ii ELIMIIIIIi BEPP�sELiJrmUNoa THE ruu EVENT oFmewv. � -DRAWINGS VALID UP TO I YEAR PRAM DATE OF ISSUE. NOTE:DEPTH 15 TO BE 11/2" \ w—" -C ENO WALL POST SEAL MIN.4"EDGE qST. MIN 4"EDGE DIST. ,J� DOOR POST [1]COLUMN POST I NOTCH-SEE 12GA SECTION A-A ���ED P R Op Fss ANCHOR-SEE TABLE 11-A2 [3]BASE RAIL TABLE 11 Al ��5 G 1 N EF /p GRADE(MIN.2 Bg GRADE MAX.6" [[r �4 ,T 'P MIN 4"7HK. BIII 5LOPE-AWAY (2%SLOPE) y [1]COLUMN POSTtr CRETE SLAB �� " FROM SLAB) EE �L� j `v'. AMBLE 11OR-SA2 ir [3]BASE RAIL BIZ lq• J' •, •-, s: OREtit N w5xe 6r6 WELDED •a: N N W I_IMM 0 E WIRE OR#4024' B .o < B 'O Q �� .• :I . � '• -(3z< 0 ✓q a. �" € N. 13:1 < E.W.•OR FIBER MESH 2 N j. J • CZ 04 qR L!AS �P AS RECOMMENDED 1 w T "I w • . .n. si R V' BY MANUFACTURER w °-w " o w LT)Caw ❑NOTCHED EDGE DETAIL'8"' o m (3)#4 REBAR CONT. <o m 'a STANDARD EDGE DETAIL EDGE OFFSET DETAIL() SECna�B B DATE EXPIRES: 12/31/2021 SCALE NTS DATE SIGNED: JAN 21 2020 L . —.r MANUFACTURED BY: TABLE 11-8.1:ANCHOR SCHEDULE l`\ AE�c M f P wING STEED %,r.CF'FJP. 1 a 0, e v� ._'_051.E rM°'H) c17E:..;L.�,1cE= III III III ❑105 i0 10 (T)1/2 E%T' <� ENCLOSED 0140 TO 1E0 (2)1/2"0 X T' l,jil \ �I III \\ ❑105T0115 (i)1/2"1dXT' III ��a T\III � �,\ III \\ 4f c OPEN 0130 TO 180 (2)1/2"O X T' \� i �� j y �r1I In : S NOTES: �.I<1` III ----.-1 ,,,..Y.,.. III NI III ,` 270 Old Highway 99 1. ANCHORS ARE TO SE CONCRETE WEDGE OR _ 'II Q\ ( 11 .\��II III Y EXPANSION ABHORS. ��a III \� // �_UO III \. Maxwell,CA 95955 2. MIN.EMBEDMENT DEPTH TO BE 2�'', III II \ ril�. III 1-877-604-2777 3. ANCHORS TO SE SPACED NO MORE THAN 6' s a III \ �\ I / �\\ \ \ III III ENGINEERED BY: FROM POSTS. II 1`\- o \ ' III pl �� i�� 14 \ I� o �\� I III u \ TABLE 11-5.2:CONC. III I /i �� �k\� III A&AENGINEERING \ �- \\ CIVIL•STRUCTURAL STRIP SCHEDULE I I �� 'o II �\ ^ II •III �� , II h936 1.4W-2 vm!lam Fax. t i1 2924SW p SFEEC1 hS�iJ Si E ?, Ili Tel.n��-ai .Fuyi�sys ovss n�;H) gEOp. II/ v v VA ‘�I III I 11 IIIIII ll ��� -- DRAWING INFORMATION ox� TO 12"x 12 owo TO 155 18 x 12 II s II III P ,11 III III �/�/ / LOCATION: GATE OF OREGO0"WIDE NGS 26^x 12" I 01� ro Aso zt x 1s• \ \ III II Ili lilt / PROJECT NOO.: 232-20 0050 15^x 18^ \ \ I II I /.12- FOUNDATION OPTION 2: I. WIDTH AND DEPTH DIMENSIONS CAN \ \ \ \ III �, /G CONCRETE STRiP BE INTERCHANGED. \ ' y,/ \ II ,*k SHEET NO.: 11-B / 11 F00'f1NGOPTIONAL AT OPEN J tell CONCRETE STRiP FOUNDATION DRAWN BY: AW °ATE:1114/2o END WALLS AND OVERHEAD / SCALE:NTS CHECKED BY:OM DATE:1/14/20 POOR OPENINGS \ / 0 LEGAL INFORMATION MY -ANY Dt1PUCATION OFTHB DRAWING IN WHOLE OR PART IS STRICTLY FOREIODEN.ANYONE DOING SO WILL CONCRETE STRIP FOUNDATION NOTES: BE PROSECUTED UNDER-Me FULL 1:421{1 OF THE LAW. -DRAWINGS VAID UP TO I YEAR PROM DATE oP ssuE. 1- DESIGNS SHOWN ON THIS SHEET ARE FOR CONCRETE STRIP FOUNDATION.ANY [1]COLUMN POST ANCHOR-SEE SEAL: OF THE FOUNDATIONS SHOWN ON SHEETS 11-A THRU D CAN BE USED. 7'- TABLE it-B.1 SIDE OF OPE2. CONCRETE NINGS.TWO S SHALL ANCHORSS SHALL NEXT 8 QED ATCORNERS OFRY POST AND ON EITHER SLOPPE-(MIN. WAY [3]BASE RAIL , �'' PRO Pe.61LS III ENCLOSED BUILDINGS WITH END WALLS-ONE ON EACH SASE RAiL.IN LOCATIONS FROM SLAB) 1 f ��� �G 1 N F�c 02 REQUIRING TWO ANCHORS DUE TO WIND,ONE ABHOR 15 TO BE ON EACH SIDE OF a• Eq y- �` 741 -P -7 THE COLUMN POST. Qe 7S a. �. 171 3. MIN.NUMBER OF CONCRETE ANCHORS PER POST SHALL BE AS SHOWN IN TABLE o 11-5.1. N ORE ON 4. ANCHORS iN CLOSE PROXIMITY TO EACH OTHER MUST HAVE A MIN.4"SPACING. 0 - .. °Q. .. m 5. DEPTH OF CONCRETE STRAP FOOTING SHALL BE GREATER THAN FROST DEPTH (4)#4 REBAR n• .. a �/Lj �gN.13 �� �� SPECIFIED PER LOCAL CODE CONT. Jr e 9R �p5 6. ASSUMED SOIL BEARING CAPACITY 15 TO BE A MiN.OF 1500?SF. , EQ. EQ. L w ALI AB\3� 7. CONCRETE STRENGTH TO BE A MIN OF 2500 PSI 0 25 DAYS. 4 SEE TABLE 11-8.2 4 .1/i 8. BUILDING 15 TO BE MOUNTED ON THE CENTER OF THE STRIP FOUNDATION. ❑CONCRETE STRiP' FOUNDATION DETAi iii• DATE owlREs: 12/31i2021 SCALE:NTS DATE SIGNED: JAN 21 2020