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Plans (127) NUFACTURED BY: .`���`` ��. \.\Imo`i L. a //lee ` ` ! \I \©'' C� ----,.., ,,.%,1'.... �/� ` `���... ,`/ h1��) ..:,,,.,1,r,...,te) �I'' to G. ��♦ ., I • �; � Edi �. { iii _ n : s CI - IGARD L"."'"'%11""...° 11 ����i�ii. 270 Old Highway 99 REVIEWED FOR COD = W. IANCE (,��t� RECEIVED Maxwell,CA 95955 1-877-604-2777 Approved:4.-1-J � OTC: A-FR A V E NOVENGINEERED BY: ABILITY 7C1! 1 1 Permit#. - 241_011 �� Ot TIgar and its .3 .�W VI `�)�' � �R� A&A ENGINEERING Address: A�O12T QTY oshall not �� � .STREJ I .�j V a� IeU .a i�'' O19 5911 Ronaiss.uwe Place Suee 13•Toledo,OI-143623 Suite 7ti �� ��N �p Tel 419-292-1983•Fax 419-292-0955 By: -1 \ Date: 1)_ 1leers corn 3-J-•1 which may e r herein- �,ea��_INFORM eng DRAWING INFORMATION DESIGN NOTES DESIGN CRITERIA DRAWING INDEX PROJECT: 24'-0"WIPE 6UILDINGS 1. ALL CONSTRUCTION SHALL 5E PROVIDED IN ACCORDANCE PREVAILING CODE: OSSC 2014(IGC 2012) COVER SHEET 1 LOCATION: STATE OF OREGON WITH IPC 2012,OSHA,AISC 360,AISI 100,ASCE 7-10, USE GROUP: U(CARPORTS,BARNS) SCHEDULES&MEMBER- PROJECT NO.: 232-16-1654 AWSD 1.3 COPES AND ALL APPLICABLE LOCAL REQUIREMENTS. 1. DEAD LOAD(D) D=4 PSF SECTIONS 2 SHEET TITLE: 2. EASE CONNECTIONS SHALL 5E PROVIDED AS SHOWN ON 2. ROOF LIVE/SNOW LOAD(Lr) FRAME SECTIONS&DETAILS 3-A,3-5 COVER SHEET Lr=20-61 PSF FOUNDATION DETAILS SHEET. (AS PER SNOW LOAD SPACING SCHEDULES- 3. ALL MATERIALS IDENTIFIED BY MANUFACTURER NAME MAY SEE TABLE 4) &ENCLOSURE NOTES 4 SHEET NO.: 1 / 11 3. SNOW LOAD(5) DE SUBSTITUTED WITH MATERIAL EQUAL OR EXCEEDING GROUND SNOW LOAD Pg=20-90 PSF PURLIN&GIRT SCHEDULES 5 DRAWN BY: LAK DATE:1/10/17 ORIGINAL. IMPORTANCE FACTOR is=0.8 SHEATHING OPTIONS 6 CHECKED BY:OAA DATE:1/10/17 THERMAL FACTOR Cs=1.2 4. ALL SHOP CONNECTIONS SHALL DE WELDED CONNECTIONS. EXPOSURE FACTOR Ce=1.0 SIDE WALL FRAMING LEGAL INFORMATION 5. ALL FIELD CONNECTIONS SHALL BE TEKS#12(1/4"X1"). ROOF SLOPE FACTOR Cs=1.0 -ANY DUPLICATION OF THIS DRAINING IN WSIOLE OR 4. WIND LOAD(W) &OPENINGS 7-A,7-5 PART Is STR G LY FORBIDDEN.ANYONE DOING so Vat BE PROSECUTED UNDER THE FULL EXTENT OF THE LAW. 6. STEEL SHEATHING SHALL SE 29GA.CORRUGATED GALV. BASIC WIND SPEED VOLT=105-180 MPH END WALL FRAMING -DRAWINGS VALID UP TO I YEAR FROM DATE OF ISSUE• EXSUE . OR PAINTED STEEL-MAIN RID HT.3/4"(FY=8OK5I)OR EQ. 5. SEISMICLOAD(E) C & 8 OPENINGS 8-A, -B SEAL: 7. ALL STRUCTURAL LIGHT GAUGE TUBING AND CHANNELS DESIGN CATEGORY D CORNER GRACING DETAILS 9=1.00 PR QF d' SHALL DE GRADE 50 STEEL. IMPORTANCE FACTOR leOPTIONAL LEAN-TO ADDITION 10 \ G i N s 8. STRUCTURAL TUBE T52 1/2"X21/2"-14GA.15 EQUIVALENT LOAD COMBINATIONS: FOUNDATION OPTIONS ATO 11 D FF /� TO T52 1/4"X2 1/4" 12GA AND EITHER ONE MAY GE USED IN 1. D+(LR OR S) / 74 1 5 'p 7 2. D+(0.6W OR±0.7E) / LIEU OF THE OTHER. 3. D+0.75(0.6W OR±0.7E)+0.75(LR OR S) 4. 0.6D+(0.6WOR±0.7E) .1 OREGON N.�,9 �4 • 13,2 0� Gj�� CUSTOMER INFORMATION DESIGN LOADS BUILDING INFORMATION CERTIFICATION VALIDITY o A-FRAME NOTICE '11�I ABU (P OWNER: GROUND SNOW: WIDTH: FRAME TYPE: ADDRESS: (21 REGULAR DATE OF ISSUE:JAN 16 2017 ROOF LIVE LOAD: LENGTH: 0 FULL ENCLOSURE ❑ PARTIAL CERTIFICATION ON THESE DRAWINGS IS DATE EXPIRES: 12/31/2017 TYPE: BASIC WIND SPEED: HEIGHT: 0 OPEN VALID FOR ONE YEAR FROM DATE OF ISSUE DATE SIGNED: JAN 13 2017 MANUFACTURED BY: TABLE 2.1:MEMBER f ROPERTIES Nal LABEL 1 PROPERTY DETAIL Na 90 El L5c `cF,� Me COLUMN POST 2.5"X 2.5"X 14GA TUBE N III Q t-• 2- ROOF SEAM 2.5"X 2.5"X 14GA TUBE 3. EASE RAIL 2.5"X 2.5"X 14GA TUBE 12.5 .25 4 PEAK DRACE 2.5"X 2.5"14GA CHANNEL 4 THICKNESS=14GA `• THICKNESS=12GA IP 5 KNEE ERACES 2.5"X 1.5"14GA CHANNEL 4 2.5"X 2.5"14GA TUBE° 2.25" X 2.25"12GA TUBE 2 '1 !� 6 CONNECTOR SLEEVE 2.25"X 2.25"X 12GA TUBE 2 SCALE:NTS SCALE:NTS 2 a0 n 7 EASE ANGLE 2.5"X 2.5"X 3"LG.1/4"ANGLE 10 270 Old Highway 99 8 PURL1N 425"X 1.5"X 18GA/14GA HAT CHANNEL 5 Maxwell, CA 95955 9 GIRT 4.25"X 1.5"X 18GA/14GA HAT CHANNEL 5 N El h\ ENGINEERED BYg77 604 2777 1 9A OFT.END WALL GIRT 2.5"X 1.5"14GA CHANNEL 1 --\\ 10 SHEATHING 29 GA CORRUGATED SHEET 8 "I 2 '( 12.5/ I 11 END WALL POST 2.5"X 2.5"X 14GA TUBE 1 THICKNESS=14GA THICKNESS=14GA 12 ' DOOR POET 2.5"X 2.5"X 14GA TUBE 1 2"X 2"14GA TUDEO 2.5"X 1.5"14GA CHANNEL° 13 SINGLE HEADER 2.5"X 2.5"X 14GA TUBE 1 SCALE:NTS 3 SCALE:NTS 4 A&A ENGINEERING CIVIL•STRUCTURAL 4 DOUBLE HEADER DBL.2.5"X 2.5"X 14GA TOE5911 Renaissance Place,Suite •Toledo,ox 48e23 Tel.419-292-1983•Pas.419-292-0955 SERVICE DOOR/WINDOW as-cng nee .cnn 15 ' " 2.5X2.5X14GATUSE 1 FRAMING 1.50" OLo DRAWING INFORMATION 16 ANGLE BRACKET 2"X 2"X 2"LG.14GA ANGLE 7 17 STRAIGHT BRACKET 2"X 2"X 4"LG.14GA SLATE 6 \ PROJECT: 24'-O"WIDE BUILDINGS 15 FE SUPPORT 2.5"X 25"X 14GA TUBE 1 LOCATION: STATE OF OREGON 19 DIAGONAL BRACE 2"X 2"X 14 GA TUDE 3 4.25" 'r PROJECT NO.: 252-16-1684 20 GABLE BRACE 2"X 2"X 14 GA TUBE 3 SHEET TITLE: THICKNESS=18GA/14GA 21 DB DRACKET 2.5"X 2.5"X 6"LG. ANGLE 9 SCHEDULES & 4.25"X 1.5"X 18GA/14GA 22 TRUSS SPACER 2.5"X 2.5"X 14GA TUBE 1 5 412 X 3/4"SELF-DRILL SCREWS(ESR-2196 HAT CHANNEL MEMP>E SECTIONS 23 ALL FASTENERS OR EQ)W/NEOPRENE/STEEL WASHER scALE:Nrs SHEET No.: 2 / 11 TABLE 2.2:SHEATHING FASTENER SCHEDULE DRAWN BY: LAK DATE: 1/10/17 14 LOCATION CORNER' PANELS SIDE LAPS EDGE LAPS ELSEWHERE4 N CHECKED BY:OAA DATE:1/10/17 SPACING 6"C/C MIN.1 4"C/C 8"C/C „t' ,,.. LEGAL FASTENER TYPE:#1271"SELF-DRILL SCREWS(ESR 2196 OR SO)W/ -ANY DUPucAGA OF INFORMATIONHIS DRANNG IN WHOLE OR NEOPRENE/STEEL WASHER PART IS STRICTLY FORBIDDEN.ANYONE DOING SO\MLL TABLE 2.3:GAUGE THICKNESS <"� " 'P BE PROSECUTED UNDER THE FULL RELENT OF TIE LAW. THICKNESS=14GA THICKNESS=14GA DRAWINGS VALID UP TO I WAR FROM DATE OF Issue. GAUGE 29 15 14 12 STRAIGHT BRACKETED ANGLE BRACKET° SEAL: THICKNESS(IN)' 0.015 0.049 0.053 0.109 6 7 SCALE:NTS SCALE:NTS ��,D PR OFFS cD GINEF s%0 r 9. ,'\ t / 74150 OREGON d ; dI!j 5 36" 9�4C1 ABk' P // THICKNESS=29GA THICKNESS=14GA THICKNESS=1/4" 29 GA CORRUGATED SHEATHING® DB BRACKETED BASE ANGLE 10 SCALE:NTS 8 9 SCALE:NTS DATE EXPIRES: 12/31/2017 SCALE:NTS DATE SIGNED: JAN 13 2017 MANUFACTURED BY: Q %i r. 41/a;n S `'� 270 Old Highway 99 Maxwell,CA 95955 1-877-604-2777 ENGINEERED BY: AIM ii ® . A&A ENGINEERING Nagr [2]ROOF BEAM 12 clvT•sTRucraxA 1 13 5911 Renaissance Place,Suite R•Toledo,OI-I 43623 I Tel.410-292-1983v. -e.Fax.419-292-095.5 8-0955 12 ,nee��z.eea, j j [4]PEAK BRACE-SEE \lit- , 3I DRAWING INFORMATION I r TABLE 3-5.1 FOR LENGTH s° ,... PROJECT: 24'-0°WIDE BUILDINGS [5]KNEE BRACE SEE [2]ROOF BEAM TABLE 3-8.2 FOR LENGTH LOCATION: STATE OF OREGON 1 b [5]KNEE BRACE-ATTACH W/ SHEET TITLE: 232-16-1654 .\' [1]COLUMN POST , (2)[23]FASTENERS E.S. FRAME SECTIONS & X - V [6]6"LG.CONNECTOR SLEEVE- DETAILS j FIELD DOLT W/[23]FASTENERS E.S.-SEE TABLE 3-5.3 FOR NO.OF SHEET NO.: 3-A / 11 , © FASTENERS READ. DRAWN BY: LAK DATE:1/10I17 [3]EASE RAIL VP [1]COLUMN POST CHECKED BY:OAA DATE:1/10/17 • i LEGAL INFORMATION -ANY DUPLICATION OF THIS DRAWING IN WHOLE OR PART IS STRICTLY FORBIDDEN.ANYONE DOING SO IML. 23'-91/2" 1' BE PROSECUTED UNDER THE FULL EXTENT OF THE LAW. -DRAWINGS VALID UP TO I YEAR FROM DATE OF ISSUE. TYR. FRAME SECTION EAVE DETAIL° SCALE:NTS SCALE:NTS 1 SEAL: I , 5, ..p PROps, �cD ��GINF�� X92 74150 1 OREGON , ' ' ' 4 DATE EXPIRES: 12/31/2017 tl DATE SIGNED: JAN 13 2017 MANUFACTURED BY: I a °'e i[2]ROOF BEAM 65 • 0 .��PII, [2]ROOF BEAM w%n 5 ��, 270 Old Highway 99 [4B]TUBE PEAK BRACE Maxwell,CA 95955 ATTACH WITH 1/8"WELD X ® 1-877-604-2777 6"LONG E.S. 10' A.PEAK BRACE TUBE IZIF [4B]PEAK BRACE ENGINEERED BY: TUBEi 1 D A. PEAK BRACE m. [2]ROOF BEAM A&A ova, GTRRUCTURALL s INEERING 5911 Renaissance Place,Suite B•Toledo,OH 43923 Tel.419-2921983•I'm:.419-292-0955 2-0955 nvsv. saacngineers.com L2]ROVE BEAM / \,I/ DRAWING INFORMATION MAX.6'-0" At [4A]PEAK BRACE ® PROJECT: 24'-0"WIDE BUILDINGS CHANNEL D.CHANNEL PEAK BRACE LOCATION: STATE OF OREGON [4]PEAK BRACE-ATTACH W/(2) PROJECT NO.: 232-16-1684 [23]FASTENERS E.S.(TOTAL 4 EACH PEAK BRACE DETAILS( SHEET TITLE: END).MAINTAIN M1N.1"EDGE SCALE:NTS DISTANCE AND SPACING FRAME DETAILS SHEET NO.: 3-5 / 11 B.PEAK BRACE CHANNEL DRAWN BY: LAK DATE:1/10/17 PEAK BRACE CONNECTION DETAILSO CHECKED BY:OAA DATE:1/10/17 SCALE:NTS 2 LEGAL INFORMATION -ANY DUPLICATION OF THIS DRAW NG IN WLIOLE OR PART IS STRICTLY FORBIDDEN.ANYONE DOING SO WILL BE PROSECUTED UNDER THE FULL EXTENT OF THE LAW. -DRAWINGS VAUD UP TO I YEAR FROM DATE OF ISSUE. ]6"LG.CONNECTOR SOL W/[23 FASS FASTENERS IN- FIELD SEAL: -SEE TABLE 3-5.3 FOR NO. [1]COLUMN POST FASTENERS REQD. ���EO P R O,0 . cs Noo TABLE 3-8.1:PEAK GRACE SCHEDULE C5 G I N EF,p /O GROUND SNOW/ROOF ' 74150 LIVE LOAD(125F) PEAK BRACE LENGTH, [3]BASE RAIL Al 030/20 6' R 035/25T090/61 10' EASE DETAILED �J OREGON/ SCALE:NTS 'C2 ' (/4/V. �3 s V''' r/\, TABLE 3-8.2:KNEE GRACE SCHEDULE TABLE 3-8.3 FASTENER SCHEDULE Jam/ SAVE HEIGHT I KNEE BRACE LENGTH WIND SPEED(MPH)I NO.OF FASTENERS �A L I A B�= P ' ❑UP TO a 24" ❑105 TO 125 4 0 9'TO 12' 36" 0 130 TO 155 6 NOTE:COLUMN POST MAY BE ADJUSTED±1"FOR LEVELING. MANUFACTURER 15 NOT RESPONSIBLE FOR LEVELING OF GROUND DATE EXPIRES: 72/31/2017 0160 TO 180 8 AND/OR CONCRETE SURFACE PROVIDED BY OTHERS. DATE SIGNED: JAN 13 2017 MANUFACTURED BY: TABLE 4:FRAME SPACING SCHEDULE GROUND ■ ENCLOSED BUILDINGS IIIOPEN BUILDINGS \ro c Mei SNOW/ d) ROOF LIVE WIND SPEED(MPH) WIND SPEED(MPH) - LOAD(FSF) 0105 0 115 0130 0140 0155 0165 0180 0105 0 115 0130 0140 0155 0165 0180 030/20 60 60 54/60 54 42 42 36 48 48 48 42 36 30 24 I1 c 0 40/27 48/60 48/60 42/60 42/54 42 42 36 42 42 42 42 36 30 24 4.1 N ❑50/34 40/48 40/48 40/48 40/48 40/42 40/42 36 30 30 30 30 30 30 24 G'�~in • s `� 0 60/41 36 36 36 36 36 36 36 30 30 30 30 30 30 24 270 Old Highway 99 o 0 70/47 30 30 30 30 30 30 30 24 24 24 24 24 24 24 Maxwell,CA 95955 ❑80/54 24 24 24 24 24 24 24 24 24 18 18 18 18 18 l-877-604-2777 ■ } 090/61 --- ENGINEERED BY: ❑30/20 60 60 54/60 54 48 42/48 42 54 54 48/54 42/54 36/48 36 30 II 111❑40/27 48/60 48/60 42/60 42/54 42/48 42/48 42 42 42 42 42 36/42 36 30 0ty) r 0 50/34 40/48 40/48 40/48 40/48 40/48 40/48 40/42 36 36 36 36 36 36 30 T-b 0 60/41 36 36 36 36 36 36 36 30 30 30 30 30 30 30 A&A ENGINEERING y Q 0 70/47 30 30 30 30 30 30 30 24 24 24 24 24 24 24 Crvu,•STRUCTURAL LC t ❑80/54 24 24 24 24 24 24 24 24 24 24 24 24 24 24 5911 Renaissance Place,Suit B•Toledo,OIl4.3623 Tel.419-292-1983•Fox.4.19-292-0955 • 0 90/61 --- --- -- nn.aa-enHneers.com 030/20 60 60 54/60 54 48 42/48 42 60 54/60 48/60 42/54 36/48 36/42 36 DRAWING INFORMATION 0 0 40/27 48/60 48/60 42/60 42/54 42/48 42/48 42 48 48 42/48 42/48 36/48 36/42 36 0 0- 9T ❑50/34 40/48 40/48 40/48 40/48 40/48 40/48 40/42 40/42 40/42 40/42 40/42 36/42 36 36 PROJECT: 24-0WIDE 6UILDiNG5 yy p 0 60/41 36 36 36 36 36 36 36 36 36 36 36 36 36 30 LOCATION: STATE OF OREGON y Q 0 70/47 30 30 30 30 30 30 30 30 30 30 30 30 30 30 PROJECT NO.: 232-16-1684 ❑80/54 24 24 24 24 24 24 24 24 24 24 24 24 24 24 SHEET TITLE: ■ 0 90/61 --- --- --- --- --- --- 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. SHEET No.: 4 / 11 3. SNOW LOADS AND ROOF LIVE LOADS ARE IN POUNDS PER SQUARE FOOT(PSF).WIND SPEED IS 3 SEC.GUST IN MILES PER HOUR(MPH). 4. FOR VALUES THAT LIE BETWEEN TWO CELLS,THE HIGHER(MORE STRINGENT)VALUE HAS TO BE USED.INTERPOLATION BETWEEN CELLS 15 NOT ALLOWED. DRAWN BY: LAK DATE:710/17 CHECKED BY:OAA DATE:1/10/17 LEGAL INFORMATION J -ANY DUPLICATION OF THIS DRAWING IN WHOLE OR PART IS STRICTLY FORBIDDEN.ANYONE DOING SO WILL BE PROSECUTED UNDER THE FULL EXTENT OF THE LAW. -DRAWINGS VALID UP TO I YEAR FROM DATE OF ISSUE. SEAL: GENERAL ENCLOSURE NOTES: �� D PROFS s 1. TYPICAL ENCLOSED AND OPEN BUILDINGS ARE AS SHOWN ON THE RIGHT. GINN FF /O 2. THE MAX.BUILDING LENGTH FOR ENCLOSED BUILDINGS IS 50'-0".THIS CAN BE INCREASED 4 74150 c BY ADDING A DOUBLE FRAME AT THE CENTER TO BREAK THE LENGTH OF THE BUILDING. FOR '® 0.- 3. ENCLOSED BUILDINGS,ONE END WALL CAN BE OPEN IF THE OTHER END WALL 1S ® ,o ENCLOSED.THE OPEN END WALL MUST HAVE EITHER GABLE FRAMING(SEE SHEET 8A)OR A ®� '' DOUBLE END FRAME. 4E> 44,- -41' 4 ��� `, �OREGONo� 4. OPEN BUILDINGS CAN HAVE PARTIALLY ENCLOSED SIDE WALLS UP TO 3'ENCLOSED. Pli.-4,„ ® 00... .11 J '9N 13 ZO 5. ENCLOSED BUILDING WITH PARTIALLY ENCLOSED END WALLS NEED TO HAVE SIDE WALL 417//i) AB��p•� BRACING TO SUPPORT THE PARTIALLY ENCLOSED END WALL.SEE SHEET 9 FOR TYPICAL 11111 BRACING DETAILS. TYP. ENCLOSED FUILDJNG TYP.OPEN BUILDING DATE EXPIRES: 12/31/2017 SCALE:NTS SCALE:NTS DATE SIGNED: JAN 13 2017 N TABLE 5.1:PURLINS�ACING SCHEDULE TABLE 5.2:GIRT SPACING SCHEDULE MANUFACTURED BY: GROUND •14GA.HAT CHANNEL PURLIN ■18GA HAT CHANNEL PURLIN FRAME WIND SPEED(MPH) a� c M@� SNOW/ ROOF LIVE WIND SPEED(MPH) WIND SPEED(MPH) SPACING 105 115 130 140 155 165 150 @ d� LOAD(PSF) 105 115 130 140 155 165 180 105 115 130 140 155 165 180 0 5'O" 60 48 36 30 24 24 18 0 30/20 54 48 42 36 30 24 24 36 30 24 18 18 12 12 ❑4 6" 60 60 48 42 36 30 24 zz 0 40/27 42 42 42 36 30 24 24 30 30 24 18 18 12 12 • ❑4'0" 60 60 54 54 42 36 30 G. 0 50/34 40 40 40 36 50 24 24 24 24 24 18 18 12 12 ❑3-6" 60 60 54 54 48 42 42 'SQ'j n s !� c Q. 0 60/41 36 36 36 36 30 24 24 18 18 18 18 18 12 12 02'-0'TO 3-0" 60 60 54 54 48 42 42 ,, 270 Old Highway 99 0 70/47 32 32 32 32 30 24 24 18 18 18 18 18 12 12 NOTES: Maxwell,CA 95955 4 0 80/54 30 30 30 30 30 24 24 18 18 18 18 18 12 12 GIRT SPACING UNITS ARE 1N INCHES. u_ 2. THIS SCHEDULE 1S TO BE USED FOR DOTH 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 48 36 30 24 18 18 12 3. FRAME SPACING NEEDS TO DE DETERMINED 9 0 40/27 42 42 42 42 36 30 30 42 36 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 (1)9' 0 60/41 36 36 36 36 36 30 30 30 30 30 24 18 18 12ul A&A ENGINEERING .! 0 70/47 32 32 _32 32 32 30 30 24 24 24 24 18 18 12 clvu.•STRUCTURAL o 0 80/54 32 32 32 32 32 30 30 18 18 18 18 18 18 12 5911 Renaissance Place,Sante 13. 292-,OH 436123 LL Tel.419-292-1983•Fox.41919-292-0955 _ 0 90/61 30 30 30 30 30 30 30 18 18 18 18 18 18 12 „v,v.an-engneers.eem 0 30/20 54 48 42 42 36 36 30 54 48 36 30 24 24 18 DRAWING INFORMATION z 0 40/27 42 42 42 42 36 36 30 42 42 36 30 24 24 18 Q '-0 50/34 40 40 40 40 36 36 50 40 40 36 30 24 24 15 PROJECT: 24 0"WIPE BUILDINGS 0 T 0 60/41 36 36 36 36 36 36 30 36 36 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.: 232-16-1604 w` 0 80/54 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 0 30/20 54 48 42 42 36 36 30 54 48 42 42 36 30 50 1 2 0 40/27 42 42 42 42 36 36 30 42 42 42 42 36 30 30 SPACING SCHEDULES Q_ 0 50/34 40 40 40 40 36 36 30 40 40 40 40 36 30 30 SHEET NO.: 5 / 11 U 1 0 60/41 36 36 36 36 36 36 30 36 36 36 36 36 30 30 ul IC) 2 ❑ 70/47 32 32 32 32 32 32 30 32 32 32 32 32 30 30 DRAWN BY: LAK DATE:1/10/17 CHECKED BY:OAA DATE:1/10/17 0 80/54 32 32 32 32 32 32 30 32 32 32 32 32 30 30 ' 0 90/61 30 30 30 30 30 30 30 30 30 30 30 30 30 30 LEGAL INFORMATION — -ANY DUPLICATION OF THIS DRAWING IN WHOLE OR 0 30/20 54 48 42 42 36 36 30 54 48 42 42 36 36 30 PART IS STRICTLY FORBIDDEN.ANYONE DOING SO WILL z I 0 40/27 42 42 42 42 36 36 30 42 42 42 42 36 36 30 BE PROSECUTED UNDER me Fu EXTENT of HE LAW -DRAWINGS VALID UP TO I YEAR FROM DATE OF ISSUE. 0 0 50/34 40 40 40 40 36 36 30 40 40 40 40 36 36 30 IS)pcl 0 60/41 36 36 36 36 36 36 30 36 36 36 36 36 36 30 SEAL: 2 0 70/47 32 32 32 32 32 32 30 32 32 32 32 32 32 30P R -- 0 80/54 32 32 32 32 32 32 30 32 32 32 32 32 32 30 ����D �FFso s! 0 90/61 30 30 30 30 30 30 30 30 30 30 30 30 30 30 G N FF /0 1.NOTES:URLIN SPACING UNITS ARE IN INCHES. • 74150 2. FRAME SPACING NEEDS TO DE DETERMINED FROM TABLE 4. / I� OREGON ,.?./ILI AB\3' ' DATE EXPIRES: 12/31/2017 DATE SIGNED: JAN 13 2017 MANUFACTURED BY: ��e I,r'I' Scr { Ij [8]PURLINS A,0 FT �� �` M� .002:i '� f``��►`�1 �_ ��i�e GENERAL SHEATHING NOTES: C� �� � ,/i�110�}% ','������'I -.et, � � �� ��T 1. REGULAR STYLE BUILDINGS CAN rll l tit ®� ,h``� ♦fir v� ` '►% �``� ONLY HAVE HORIZONTAL Ilill�\ ;✓.✓,��/ ;r'�i'� `��r``.,,,404,>,N‘``` SHEATHING ON ROOF AND WALLS. • 111`IIS ' �,' �� \ 2. A-FRAME STYLE BUILDINGS CAN O it ��/�/►► 1 �ti�� ► i Ai O 11 •u /� � , j' iS`�` �� ry, e ` � / . � HAVE ANY COMBINATION OF e 11 1 , �II� , h✓ ��� �� (�t� it��i ������ © n • s „`� A I/ HORIZONTAL OR VERTICAL ii` Iii-�\,� i/ � `: I "i'►��1' ��� �. � 0 270 Old Highway 99 1) tl4l �I� ��� �I/ „--0:--„,... X91 ---11V.`..-•--7°.7%.7%1� � � SHEATHING ON ROOFS AND WALLS. ! ' ``\�I �jI j������ �`��,lik' �..•1 ! �' 3. BOTH HORIZONTAL AND VERTICALS Maxwell,CA 95955 ~`j �ii�ll i% /�`a.� 1 ` �i,II'\ •'`�-%'�II� -i1 x ROOF SHEATHING CAN HAVE MAX. 1-877-604-2777II I/ �• �� �� �I / 6°OVERHANG. ENGINEERED BY: q� i 4. USING VERTICAL SHEATHING MAY ill'� ;�'''„ IIID �., �� , ����Olt 1 w z ALLOW FOR GREATER FRAME �i� Jul .��n#�I I'�' �'I' ' ' N < SPACING.SEE NOTE 2 UNDER _..� ® ��� •1 $$$j --,' ��� TABLE 4. A&A ENGINEERING TYF. HORIZONTAL SHEATHING 1 crvn •sTRucrl Rnr ���� 5911 Renaissance Place,Suite B•Toledo,OH 43623 SCALE:NTS [9]GIRTS \ Tel 419-292-1983•Fax.419-292-0955 `., www.aa-enginee..com nee..eem ❑TY1'.VERTICAL SHEATHING • SCALE:NTS DRAWING INFORMATION 11! ‘ � PROJECT: 24'-0”WIPE BUILDINGS -,..,,, . A\ 0, LOCATION: STATE OF OREGON PROJECT NO.: 232-16-1684 SHEET TITLE: 7 �' SEE TABLE 2.2 FOR SHEATHING OPTIONS FASTENER SCHEDULE & DETAILS [10]SHEATHING [10]SHEATHING [11]END WALL POST ATTACH PURLINS TO ��0 SHEET No.: 6 / 11 SEE TABLE 22 FOR ROOF SEAMS W/(2) DRAWN BY: LAK DATE: 1/10/17 FASTENER SCHEDULE [23]FASTENERS [8]PURLINS CHECKED BY:OAA DATE:1I10I17 TYR. HORIZONTAL SHEATHING DETAILED ROOF VERTICAL SHEATHING DETAIL LEGAL INFORMATION SCALE:NTS 1 SCALE:NTS O -ANY DUPLICATION OF THIS DRAWING IN WHOLE OR PART IS STRICTLY FORBIDDEN.ANYONE DOING SO WILL BE PROSECUTED FULL EXTENT OF THE LAW. \ DRAWINGS VA DUUPDTO IHEITAR FROM DATE OFF ISSUE. • �� ATTACH GIRTS TO POSTS W/(2)[23]FASTENERS SEAL: [16]ANGLE CLIP.SECURE TO -, ��ED PR p�.`�LS' DOOR POST AND EASE RAIL [10]SHEATHING ~�� VJl(4)[23]FASTENERS E.S. 1'l mss, �,G I N F., / • yF O� [10]SHEATHING-------- 74150 .'_�) • SEE TABLE 2.2 FOR -4k, i SEE TABLE 2.2 FOR d' FASTENER SCHEDULE OREGON FASTENER SCHEDULE L. • ,i' •1. [9A]END-WALL GIRTS [9]GIRTS .� QA /Q� 13 2ZOD � ��/ILI AB\3= MANUFACTURED BY: `kkC /0N _ �� 4 �s , Allk\ MAX.2 CUT FRAMES N / �` j �' II \ MAX.2 CUT FRAMES N _II•\ �w ,o \� / \\ / 1 \ / f R :S II'� I n \. 41 \ i 270 Old Highway 99 / vv vII / \ ` / \ Maxwell,CA 95955 N �/ / / N 11-877-604-2777 .� / / ENGINEERED BY: I \\NX / IV 1417 II, \ / o / i 1 I / N ‘17 ICF \\\i \\ / A&A ENGINEERING \ / X CIVIL•STRUCTURAL / \/ ¢ 5911 Renaissance Place,Suite B•Toledo,00 43623 \\ ,\�-� / \ Tel.419-292-1983•Fac.419-292-0955 / \ / \ �.0 tn,tV.aa-engtneers.com / ‘1W / \ Ci\P1' DRAWING INFORMATION / CLEAR BAY EACH SIDE OF �/ PROJECT: 29)-0"WIDE PUILDING5 OVERHEAD DOOR OPENING&AT CLEAR BAY EACH SIDE OF LOCATION: STATE OF OREGON DUILDING CORNERS OVERHEAD DOOR OPENING&AT ❑SIDE WALL OVER HEAD DOOR OPENINGS BUILDING CORNERS SHEETTTLE: 232-16-16E34 SCALE:NTS ❑SIDE WALL OVER HEAD DOOR OPENINGS SIDE WALL FRAMING WITH TRUSS STYLE HEADER SCALE:NTS & OPENINGS SHEET NO.: 7-A / 11 DRAWN BY: LAK DATE:1/10/17 ' CHECKED BY:OAA DATE:1/10/17 \N -ANY DUPLICATION OF THIS DRAWNG IN WHOLE OK SIDE WALL FRAMING NOTES: LEGAL INFORMATION © 1. TRUSS STYLE HEADERS ARE REQUIRED FOR WHERE THE PART IS STKCTLY FORBIDDEN.ANYONE DOING 50 WILL BE PROSECUTED UNDER THE FULL EXTENT OF 111E LAW. I GROUND SNOW LOAD 15 GREATER THAN 40 PSF. -DRAWINGS VALID UP TO I YEAR FROM DATE OF ISSUE. N akt\ 2. MAX.HEIGHT OF SIDE WALL DOOR OPENINGS DEFENDS ON SEAL: 1 POST LENGTH NEEDED TO ACCOMMODATE KNEE DRACES. 3. OVERHEAD DOOR OPENINGS CANNOT CUT THROUGH MORE ED PROF THAN 2 FULL FRAMES.4. MIN.1 CLEAR DAY MUST DE MAINTAINED DETWEEN ANY 2OVERHEAD DOOR OPENINGS.A CLEAR DAY 15 A SPACE - DETWEEN TWO FRAMES THAT HAS NO OVERHEAD DOOR 7415yiiiL• SERVICE DOORS) OPENINGS. /TO DE LOCATED � 5. MIN.1 CLEAR DAY MUST ALSO DE MAINTAINED FROM THE OREGON rk PER CUSTOMER ►� REQUIREMENTS DUILDING CORNERS. � © OPENING SIZED 6. SERVICE DOORS AND WINDOWS CAN DE PLACED IN CLEAR O� �9N 13 2Q� TO FIT WINDOW DAYS OR ANY WHERE ELSE AS NEEDED. 9� P5 ❑SIDE WALL SERVICE DOOR/WINDOW OPENINGS AIL.' ABU SCALE:NTS DATE EXPIRES: 12/31/2017 DATE SIGNED: JAN 13 2017 MANUFACTURED BY: ^ .0 C 4- [6] _ [12]DOOR POST SLEEVE.� �VE Q FIELD DOLT W/ di [6]6"LG.CONNECTOR [15]WiNDOW FRAMING �� [23]FASTENERS SEE TADLE 3-5.3 FOR NO.OF SLEEVE.FITELD DOLT W/ FASTENERS REQD. [23]FASTENERS-SEE �� [1]COLUMN POST TABLE 3-B.3 FOR NO.OF [16]ANGLE CLIP.SECURE ��� ABOVE HEADER01,t1.0• `//d;n : s ®c FASTENERS REQD. TO COLUMN POST AND HEADER W/(4) [23] 01'4000 [14]DOUBLE HEADER 270 Old Highway 99 FASTENERS E.S. 0.4.1)/14111"1°. '� 1/8"FILLET-1-1/2"LG.C�5 12" 1 [5]RASE RAiL C.0 STITCH WELD DOTH Maxwell,CA 95955 DOOR POST DOT.CONN. DETAIL° TYP.WiNDOW FRAMING° SiDES STAGGERED-TYP. 1-877-604-2777 SCALE:NTS 1 CONN. DETAIL COLUMN FOST ABOVE DOL. ° ENGINEERED BY: SCALE:NTS DOOR HEADER CONN. DETAIL 3 ' SCALE:NTS A&A ENGINEERING CIVIL•STRUCTURAL [15]ANGLE CLIP.SECURE TO '� 5911 Renaissance Place,Suite •Toledo,OFT 43923 COLUMN POST AND HEADER [15]ANGLE CLiP.SECURE TO Tel.419`292-1993•I..419292-0955 W/(4)[23]FASTENERS E.S. COLUMN POST AND HEADER ‘Itill:( vw.naengineerseons Q! W/(4)#3 TEKS SDS E.S. DRAWING INFORMATION[15]ANGLE CLiP.SECURE 11111 fid TO COLUMN POST AND [14]DOUBLE HEADER (./ [13]SiNGLE HEADER i► -UPPRCHORD PROJECT: 2�I'-O"WiDE BUiLDiNGS SERVICE DOOR/WINDOW � i FRAMING W/(4) [23] r/ [23]TRUSS LocATION: STATE OF OREGON FASTENERS E.S. Ir SPACER '/MAX 20"O.C. ��` ': PROJECT N : 232 16 1684 SHEET TITLE: [15]SERVICE DOOR/ 1/8"FiLLET-1-1/2"LG.0 8" �/ 5iDE WALL FRAMING WiNDOW FRAMING C.0 STITCH WELD DOTH [1]COLUMN POST DETAILS [1]COLUMN POST SIDES STAGGERED-TYP. [13]SiNGLE HEADER [12]DOOR POST SHEET NO.: 7-5 / 11 TYP. SERVICE DOOR/WiNDOW° [6]6"LG.CONNECTOR LOWER CHORD FRAMING CONN. DETAIL 4 SLEEVE.FiELD DOLT W/ [1]COLUMN POST [23]FASTENERS-SEE DRAWN BY: LAK DATE:1/10/17 SCALE:NTS TADLE 3-D.3 FOR NO.OF [12]DOOR POST [6]6"LG.CONNECTOR CHECKED BY:OAA DATE:1/10I17 FASTENERS REQD. SLEEVE.FiELD DOLT W/ LEGAL INFORMATION [23]FASTENERS-SEE 1 COLUMN POST ABOVE DBL. -ANY DUPLICATION OF THIS DRAWNG IN WI10LE OR TADLE 3-5.3 FOR NO.OF PART IS STRICTLY FORBIDDEN.ANYONE DOING SO WILL DOOR HEADER CONN. DETAIL 5 FASTFNIFRS RFnn BE PROSECUTED UNDER THE FULL EXTENT OF THE LAW. SCALE:NTS COLUMN FOST ABOVE TRUSSED -DRAWINGS VALID UP TO I YEAR FROM DATE OF ISSUE. DOOR HEADER CONN. DETAIL SEAL: 4011 [6]6"LG.CONNECTOR SCALE:NIS SLEEVE.FiELD DOLT W/ •c- PR OFA [1]COLUMN POST [23]FASTENERS-SEE ' Sd'/ ABOVE HEADER TADLE 3-D.3 FOR NO.OF CD - G I N FF O� 0, FASTENERS REQD. 'A [23]TRUSS 74150 SPACER- IA 000. [13]SiNGLE HEADER i MAX 20"O.C. �' '' -UPPER CHORD r( OREGON 40. r [13]SiNGLE HEADER ' (/4N Q0> _ 1 -LOWER CHORD / I3'Z � )qLl ABS'(P ; COLUMN POST ABOVE TRUSS° DOOR HEADER CONN. DETAIL SCALE:NTS DATE EXPIRES: 12/31/2017 DATE SIGNED: JAN 13 2017 XIMANUFACTURED BY: %ftr1Di M1N.12" j --NERETAORMAXSACING , -' Ij11�0n�0 0,_ O y ENGINEERED BY: �P 1 2P.0 A&A ENGINEERING , I 1 C.O. 11 i 1 MIN.12" 02- cce •srxucTvo CORNER �� � i,. MIN.M1N.12"DETWEEN 911 Rena s nce Place,Suite i •Toledo,Ox x3623 d / ❑END WALL GABLES Tel.419-292-1983•Fax.419-292-0955 OFFSET 0� ,010 OPENINGS \ „, � O Je �\O� 4/ , / SCALE:NTS .aa-en6nneers.com DRAWING INFORMATION IV , 01; ❑END WALL OVER HEAD DOOR OPENINGS i ` �p� SCALE NTS PROJECT: 24'-0"WIDE BUILDINGS AM LOCATION: STATE OF OREGON X31II' 7 -�0n PROJECT NO.: 232-16-1684 SEE TADLE 8-A.1 FOR MAX. , �/� 8-3 1/ SHEET TITLE: �\y�2 END WALL POST SPACING [20]GADLE SPACE '/_� Oiehl // 1 END WALL FRAMING Gam/ I �// 001- 1,1(. 17iip .„;11'• SHEET NO.: 8-A 11 .E TABLE 8-A.1 FOR MAX. D WALL POST SPACING �' DRAWN BY: LAK DATE:1/10/17 nr CHECKED LEGAL INFORMATIONAA DATE: /17 irjII -ANY DUPLICATION OF Th15 DRAWING IN WHOLE OR X PART IS STWCiLY FORBIDDEN.ANYONE DOING SO lMR_ ,/ / BE PROSECUTED UNDER THE FUR-EXTENT TE OF I SU-DRAWINGS VALID UP TO I YEAR FROM DATE OF ISSUE. © SEE NOTE 4 2k.0 SEAL: 1111 r ,D PROF OPENING SIZED ❑PARTIAL END WALL FRAMING ' <<' Fso� /.• TO FIT WINDOW SCALE:NTS \ GIN .-<(, 0� SERVICE DOOR(S)TO DE TABLE 8-A.1:END WALL POST j‘74150 LOCATED PER CUSTOMER �, REQUIREMENTS SPACING SCHEDULE / ❑END WALL SERVICE DOOR AND WINDOW OPENINGS WIND SPEED EAvE HEIGHT END SCALE:NTS (MPH) II UP TOT ■ 8'T09' ■10'TO12', OREGON 5' 5' I' `��N 13 2�O� ''' ' END WALL FRAMING NOTES: ❑ 105 5' l 1. MIN.12"CLEARANCE MUST DE MAINTAINED DETWEEN ANY TWO OPENINGS(OVERHEAD DOOR OR SERVICE DOOR) ❑ 115 5' 5' 4.5' CJS/ AND FROM CORNERS. 0 130 4.5' 4.5' 4' �'ILI ABu%1P 2. SERVICE DOORS AND WINDOWS CAN DE PLACED AS NEEDED. 0 140 4.5' 4.5' 3' I 3. DIAGONAL GRACES NEED TO DE ADDED FOR PARTIAL END WALL ENCLOSURES.SEE SHEET 9 FOR DIAGONAL ❑ 155 4' 4' 2.5' BRACE CONNECTION DETAILS. DATE EXPIRES: 12/31/2017 ❑165-180 3.5 3 2' DATE SIGNED: JAN 13 2017 [12]DOOR POST [3]SIDE WALL EASE RAIL MANUFACTURED BY: '0• [17]STRAIGHT ERACKET. [1]COLUMN POST AI. [11]END WALL POST ``k®c �d [161 ANGLE ERACKET. IIII SECURE TO DOOR POST LG. f SECULFE TO DOOR POST AND BASE RAIL W/(4) CONNECTOR 6S E EVE to ,, '�► Q. d, ANC BASE RAIL W/(4) y [23]FASTENERS [16]ANGLE BRACKET.SECURE[25]FASTENERS ►H TO DOOR POST AND EASE RAIL W/(4) [23 FASTENERS E.S. 1 ' 41 [16]ANGLE ERACKET.SECURE ] ti [3]EASE RAIL TO DOOR POST AND EASE RAIL `0 4o• b DOOR POST BASE RAIL CONN. DETAIL° W/(4) [23]FASTENERS [3]EASE RAIL 41 se v° SCALE:NTS 1 i n C S [3]END WALL EASE RAIL END WALL POST- BASE ittl 3 [2]ROOF SEAM CORNER DETAILED RAIL CONN. DETAIL 270 Old Highway 99 2 SCALE:NTS Maxwell,CA 95955 SCALE:NTS 40t [11]END WALL POST 1-877-604-2777 4/ [16]ANGLE 6RACKET.SECURE ABOVE HEADER ENGINEERED BY: TO DOOR POST AND EASE RAIL 411, W/(4) [23]FASTENERS E.S. [15]ANGLE CLIP. [17]STRAIGHT 6RACKET.SECURE SECURE TO DOOR POST TO DOOR POST AND EASE RAIL 10" [11]END WALL POST W/ 4) 23 FASTENERS OR 12]DOOR POST AND EASE RAIL W/(4) H [23]FASTENERS E.S. A&A ENGINEERING N ALL POST- ROOF BEAM CONN. DETAIL® o CWIL.STRUCTURAL 41 SCALE:NTS [13]SINGLE HEADER 59111cenassa„ce Place,Suite 13•Toledo,01143623 [11]END WALL POST Tei.419-2921983•Fax 419-292-0955 [15]ANGLE CLIP.SECURE TO [11]END WALL POST 1►' END WALL POST ABOVE HEADER CONN. DETAIL® aae==6=ee seam END WALL POST AND DOOR/ I:I [15]ANGLE CLIP.SECURE TO SCALE:NTS DRAWING INFORMATION DOOR POST AND EASE RAIL [15]ANGLE CLIP.SECURE TO f WINDOW FRAMING W/(4) Ei HEADER AND COLUMN POST PROJECT: 24'0"WIDE BUILDINGS [23]FASTENERS E.S. ��, W/(4)[23]FASTENERS E.Sts W/(4) [23]FASTENERS E.S. �� `�' LOCATION: STATE OF OREGON [15]SERVICE DOOR/ I �A PROJECT NO.: 232-16-1684 1 WINDOW FRAMING - SHEET TITLE: TYP. SERVICE DOOR / [13]SINGLE HEADER [13]SINGLE HEADER .,. WINDOW® HEADER- END WALL POST CONN. DETAIL7 SND WALL FRAMING FRAMING CONN. DETAIL DETAILSB / 11 { SCALE:NTS SCALE:MSIP 8 [11]END WALL POST [14]DOUELE HEADER [11]END WALL POST -----"Ilk. * SHEET NO.: FOST ABOVE HEADER ► [11]COLUMN POST AT CORNER [15]ANGLE CLIP.SECURE TO GABLE HEADER- CORNER POST CONN... .01 . DETAIL® DRAWN BY: LAK DATE:1/10/17 [15]ANGLE CLIP. DOOR POST AND EASE RAIL �f SCALE:NTS 8 SECURE TO DOOR POST ` W/(4)[24]FASTENERS E.S. �� CHECKED BY:OAA DATE:1/10/17 AND EASE RAIL W/(4) d1 `' `� [2]ROOF SEAMS LEGAL INFORMATION [23]FASTENERS E.S. [14]POOLE HEADER wO� -.. -ANY DUPLICATION OF THIS DRAA1NG IN WHOLE OR PART IS STRICTLY FORBIDDEN.ANYONE DOING SO W LL /8"FILLET 1-1/2"LG. Q [22]GA6LE BE PROSECUTED UNDER THE FULL EXTENT OFl11E LAW. 14 0 8"C.0 STITCH 1/8"FILLET-1-1/2"LG.RE 8" BRACE DRAWINGS VALID UP TO I YEAR FROM DATE OF Issue. WELD BOTH SIDES C.0 STITCH WELD DOTH It SEAL: STAGGERED-TYP. SIDES STAGGERED-TYP. [17]ANGLE CLIPS 2 EACH END WALL POST ABOVE DOUBLE 9 DOUBLE HEADER END WALL 1O END TOTAL 4.SECURE TO p PRpF HEADER CONN. DETAIL ° POST CONN. DETAIL ® ROOF BEAMS W/ (4)[23] �" Ess N SCALE:NTS SCALE:NTS FASTENERS E.S. ' \GJ G I N F �Q [11]END WALL POST TYP. GABLE BRACE CONN. DETAIL 11 <</ F,p ill ABOVE GABLE HEADER SCALE NIB 74150[22]GADLE BRACE '1► [11]END WALL POST s, AEOVE GAELE HEADER �� ./ [17]ANGLE CLIPS 2 EACH �, OREGON END-TOTAL 4.SECUREI C) L TO GABLE HEADER WU (4)[22]GABLE GRACE [22]DB BRACKET.SECURE TO [23]FASTENERS ES.POST AND GABLE BRACE W/(5) DETAIL B[24]FASTENERS AS SHOWN ES. A DETAIL A [13]SINGLE HEADER GABLE BRACE- END WALL CONN. DETAIL 12 DATE EXPIRES: 12/31/2017 SCALE:NTS DATE SIGNED: JAN 13 2017 MANUFACTURED BY: [2]ROOF BEAM \\� Q. • II [21]DB BRACKET.SECURE TO ,bTr ` \ \ \\/ G • POST AND DIAGONAL BRACES W/ al ��-� ✓� (7)[23]FASTENERS AS SHOWN ` ��1 I I // df n • 5 ` \\� \�\ 270 Old Highway 99 II►/40)111 , / ,��/ ` �-� Maxwell,CA 95955 • 1 COLUMN POST � \ 1-877-604-2777 [19]DIAGONAL AT CORNER I III \�I, �� \ ENGINEERED BY: BRACES ` II' 4.6 1 1 i DIAGONAL BRACE TOP CORNER CONN. DETAIL*O / 7.10e,su„,„.mieSCALE:NTSA&A EEERING / CIVILCTURAL 5911 ReoausancePlado,OII4�3G43 [1]COLUMN POST OR i I • \I 1 T°I.1 2e2 I�c3.tc,fc. 292-o9se 0- [11]END WALL POST °� e°`s`°°' v •� DRAWING INFORMATION ® � O H����� ii PROJECT: 24' 0"WiDE DUILPINGE v I�I ' LOCATION: STATE OF OREGON [19]DIAGONAL BRACES [21]DB BRACKET.SECURE TO - PROJECT NO.: 232-16-1604 POST AND DIAGONAL BRACES W/ \ r' / SHEET TITLE: NV (7)[23]FASTENERS AS SHOWN CORNER DRAC1NG CORNER DIAGONAL � DETAiLS BRACING-SEE NOTES �I FOR REQUIREMENTS SHEET NO.: 9 / 11 DIAGONAL DRACE- POST CONN. DETAIL*O DIAGONAL BRACING AT CORNERS DRAWN BY: LAK DATE:1/10/17 SCALE:NTS 2 SCALE:NTS CHECKED BY:OAA DATE: 1/10/17 j LEGAL INFORMATION -ANY DUPLICATION OF THIS DEALING IN WHOLE OR PART IS STRICTLY FORBIDDEN.ANYONE DOING 50 Will BE PROSECUTED UNDER THE FULL EXTENT OF THE LAW. 9 [1]COLUMN POST -DRAWINGS VALID UP TO I YEAR FROM DATE OF ISSUE. [21]DB BRACKET.SECURE TO AT CORNER SEAL: POST AND DIAGONAL BRACES WI ,ill (7)[23]FASTENERS AS SHOWN [19]DIAGONAL BRACES ����D PR R OFFss 5 _.� IN ' CORNER DRACiNG NOTES: �cD . ��G �F�, �� 4. �l . 1. DIAGONAL BRACING AT BUILDING CORNERS 15 REQUIRED FOR ALL 74 1 50 0 ' BUILDINGS IN LOCATIONS WHERE WIND SPEED IS 135 MPH OR GREATER. ��� 2. IF CORNER BRACING 15 REQUIRED BUT THE BUILDING 15 MISSING / OREGON ONE OR MORE END WALLS THEN THE BUILDING MUST BE ,V,g4/ 13 2p0°`; ;' [3]END WALL EASE RAiL [3]SiDE WALL BASE RAiL DESIGNED A5 AN OPEN BUILDING AND S1DE WALL DIAGONAL 9 Gj� BRACING 15 REQUIRED(USE SPACING FOR OPEN BUILDiNG iN �/aLI A P ., DIAGONAL DRACE DOT.CORNER CONN. DETAiL"O TABLE 4.1). SCALE:NTS 3 3. DIAGONAL BRACING 15 ALSO REQUIRED ON THE CORNERS ON THE SiDE WALLS WHEN THE ADJACENT END WALL iS PARTIALLY DATE EXPIRES: 12/31/2017 "INSIDE ViEW SHOWN FOR CLARITY ENCLOSED. DATE SIGNED: JAN 13 2017 I W'''-' MANUFACTURED BY: � 61 %.‘ft - Mtr d \ •0 \\\ I i®djn : 5 !c li �! 270 Old Highway 99 A 1, �i� it Maxwell,CA 95955 ler ol i 1-877-604-2777 \�� III 11 II ' \I ENGINEERED BY: \k 1 \ll ji, ), i i I I I I Il \ � / \\ I "1 �� I A&A ENGINEERING �I 1I1 ��'%� L CIVIL-STRUCTURAL -sTxucl T i d 111 // \ 590 Renaissance Place,Suite B•Toledo,OH 43623 II -' �I , Tel.419-292-1953•Fac 4d9-292.0956 11 Ns i \, wvvw.aaentnneeis.com I DRAWING INFORMATION 1 PROJECT: 24'-0"WIDE BUILDINGS ' N. LOCATION: STATE OF OREGON 111211 I� Q PG\ PROJECT Na: 252-16-1654 O / p,\4\" \O\\� SHEET TITLE: { Mit j �P�o\\/\0 OPTIONAL LEAN-TO , � LL o ADDITION SHEET NO.: 10 / 11 X DRAWN BY: LAK DATE:1/10/17 ❑0FTIONAL LEAN-TO ADDITION CHECKED BY:OAA DATE:1/10/17 SCALE NTS LEGAL INFORMATION -ANY DUPLICATION OF THIS DRAIMNG IN WHOLE OR PART IS STRICTLY FORBIDDEN.ANYONE DOING SO VALL BE PROSECUTED UNDER THE FULL EXTENT OF THE LAW. [2]ROOF SEAM [6]12"LG.CONNECTOR SLEEVE- -DRAWINGS VALID UP TO I YEAR FROM DATE OF ISSUE. -MAIN BUILDING FIELD DOLT TO BOTH TUBES W/ SEAL: [25]FASTENERS-SEE TABLE 5.2 • O. FOR NO.OF FASTENERS READ. � �c PR OF6.SS I LEAN-TO ADDITION O ,, I N E 2 [6]6"LG.CONNECTOR SLEEVE 74150 'P 4150 57, FIELD DOLT W/[25]FASTENERS /WIN. / E.S.-SEE TABLE 3.2 FOR NO.OF LEAN-TO ADDITION NOTES: FASTENERS READ. 1. LEAN-TO ADDITIONS CAN DE ADDED ON EITHER OR DOTH SIDES OFIr [1]COLUMNPOST-FOREAVEHEIGHTS ', OREGON GREATER THAN 8'-0"INSERT TS 2.25 X 2.25 X 14GA TUBE INTO COLUMN POST THE BUILDING. 2. ROOF SLOPE AND PURLIN•GIRT AND FRAME SPACINGS OF THE �� .�qN 13,2oo� co�� ADDITION HAVE TO MATCH THAT OF THE MAIN STRUCTURE.. 1,0 N LEAN-TO ATTACHMENT DETAIL 1 3. 1F THE LEAN-TO ADDITION IS"OPEN"(BOTH END WALLS OR SIDE WALL /ILI A13\3 SCALE:NTS O IS NOT ENCLOSED),THE DESIGN OF THE MAIN BUILDING HA5 TO USE THE FRAME SPACING OF AN OPEN BUILDING FROM TABLE 4. DATE EXPIRES: 12/31/2017 DATE SIGNED: JAN 13 2017 MANUFACTURED BY: ii [1]COLUMN POST OR [11]END WALL POST ,0 c Mie PASERA!L Q di III 9i `lit H` II .41(.j 111-',.---, � \ DRILL5/5"HOLE THROUGH \\\ N. \ Oh EASE RAiL AND SECURE '''' •., -..„,,,•„\„N \ I GI ,(` ANCHOR EYE WiTH 1/2"Qi 4 II �� .d' • 9 +i �G R THROUGH DOLT AND 2" ` � �� fo-k, \ 1,,,,\N �I •wnsHERs Es. �l II y� N. 270 Old Highway 99 �� �Ir\�\ �\N \ Maxwell,CA 95955 �\� �I I 1-877-604-2777 1414 I* 1 �� N \ ENGINEERED BY: I� N% i I 11 \I II 1 I ANCHOR ROD , -��� �I / -, IIijil b I 1 A&A ENGINEERING 1/2"0 SHAFT X(2) 11 It II r SOiL ANCHORS AT COu•STRUCTURAL ❑OPTION 1: HELICAL 501E 4"DiSKS-HELICAL II III I1 I I ALTERNATE END 5911 Renaissance Place,Suite II•Toledo,OH 43623 ANCHORS O SOiL ANCHOR % I WALL POSTS Tel.ai�}2tivaas3.rae,..corn ass a engineers com III I 1-- J SOIL ANCHORS AT SCALE:NTS //fit ANATE CHORS INTERIOR DRAWING INFORMATION SOiL ANCHORS EiTHER // COLUMN POSTS PROJECT: 24'-0"WiDE DUiLDiNGS SiDE OF OVERHEAD DOOR OPENINGS ANCHOR RODS AT ALL LOCATION: STATE OF OREGON SOIL ANCHORS AT ALL POSTS NOT SUPPORTED PROJECT NO.: 232-16-1654 CORNERS ON SOiL ANCHORS SHEET TITLE: SOiL FOUNDATION FOUNDATION OPTION 4: SOiL FOUNDATION NOTES: SCALE:NTS SOIL ANCHORS 1. DESIGNS SHOWN ON THiS SHEET ARE FOR SOiL ANCHOR FOUNDATION.ANY OF [3]EASE RAiL 1A• [1]COLUMN POST OR THE FOUNDATIONS SHOWN ON SHEETS 11-A THRU D CAN DE USED. [11]END WALL POST SHEET NO.: 11-D / 11 2. SOiL ANCHORS(HELICAL OR ROCK/ASPHALT)SHALL DE LOCATED AT ALL 4 DRAWN BY: LAK DATE:1/10/17 CORNERS,ON EACH SiDE OF OVERHEAD DOOR OPENINGS AND ON ALTERNATE DRiLL 5/8"HOLE THROUGH �� �A' CHECKED BY:OAA DATE:1/10/17 INTERIOR COLUMN POSTS AND END WALLS POSTS. SASE RAIL AND SECURE 3. HELICAL ANCHORS ARE TO DE USED ONLY iF THE DRIVING TORQUE INTO THE [7]EASE ANGLE O WITH LEGAL INFORMATION •_ 1/2' 0 THROUGH DOLT -ANY DUPLICATION OF THIS DRAWING IN WHOLE OR GROUND IS 150 FT-LDS OR GREATER.MANUFACTURER iS NOT RESPONSIDLE AND 1"WASHERS E.S. PART IS STPJCTLY FORBIDDEN.ANYONE DOING SO VALL BE PROSECUTED UNDER THE FULL EXTENT OF THE LAVA FOR SOIL QUALITY AT SITE. % R -DRAIMNGS VALID UP TO I YEAR FROM DATE OF ISSUE. 4. HELICAL ANCHORS CAN ONLY SE USED FOR CLASS 2,3&4 SOiLS(SEE SOiL 4411111-�� SEAL: 1 :.; CLASSIFICATIONS THiS PAGE). ' EXISTING 5 GROUALL ND W1THSTS 1TH A 1 20 X 30"LG.ORS DJACENT D.RODS WILAHALL DE VE ANNELORED DED N�T AT THE r��THE ASPHALT ��r� PRQFFS TOP AND ONE COAT OF RUST PROOF PRIMER. ) �� '_GIN FF O 6. ASSUMED SOiL SEARING CAPACITY 15 TO DE A MiN.OF 1500 PSF. P ANCHOR ROD 74150 SOiL CLASSIFICATIONS: / SOiL CLASS DESCRIPTION 7 EASE ANGLE 2 SANDY GRAVEL AND GRAVEL,VERY THiN DENSE AND/OR CEMENTED SANDS, [ J I��HP9 A ASPHALT/ V OREGON HP-9 ROCK ANCHOR I COARSE GRAVEL/CODDLES,PRELOADED SiLTS,CLAYS AND CORAL. �9N �3 2�p� ��� 3 SAND,SiLTY SAND,CLAYEY SAND,SiLTY GRAVEL,MEDIUM DENSE COARSE • SANDS,SANDY GRAVEL,VERY STiFF SiLT AND SANDY CLAYS. 9',q C l ABU:' 4 LOOSE TO MEDIUM DENSE SANDS,FiRM TO STiFF CLAYS AND SiLTS AND • ALLUVIAL FiLLS. ❑OPTION 2:ROCK / ASPHALT ANCHORSO "FROM HUD"MODEL MANUFACTURED HOME INSTALLATION STANDARDS" SCALE:NTS DATE EXPIRES: 12/31/2017 DATE SIGNED: JAN 13 2017 198 198 elev villia I e ev 120ft 1 --►, N ` Scale 1" = 20` W' � E S 0 Bak 3Front Back 4 # IIP t a 4.tS I Yard R Yard - 62� Ave x li 44 1igar r x Vf v 4,,,,,:,',..... r' C �A B ° 2 , CCat. i4 r te S e Septic Nt l L 3. d ;a 0 11}I VFX rn 1 tree tree ' — — -Fence — — — — — „� 29 , .. Carport tree , Side 24ft x 20ft tree }t * tree Yard 192 FFE tree tree 70ft ir . ,^h s e,li 180 ft s ,:-,,,,P,,,,,,,,,,,, a Project Name: Carport/Canopy ' Site Address: 16305 SW 92nd Ave,Tigard Oregon-Parcel#2S114AB01202-Flag Lot Submitted and Prepared by: Harold Stewart 16305 SW 92nd Tigard OR 9722-971-285-7135-Harold@terahex.com 198 198 elev \ 1 e ev\ 4120ft ► N .��.' f Scale 1" = 20 ' w ' '�„^E s o I to Back 18305 92 Front " Yard' Yard � ��' rd, }� ` ` '����� �•_ A ',2S1,,, ca ^c � cci� Septic T 4)r I O • CS)/ °' I tree tree , { I I — — -Fence -- — 4 29ft , , „,„ Carport tree, Side 24ft x 20ft tree. Yard 192 FFE tree tree tree 70 ft 4� 19 180 ft .. Project Name: Carport/Canopy Site Address: 16305 SW 92nd Ave,Tigard Oregon–Parcel# 2S114AB01202–Flag Lot Submitted and Prepared by: Harold Stewart 16305 SW 92nd Tigard OR 9722–971-285-7135–B20851 198 198 _- elev \ e ev\ 120ft 1 -MNop.: Scale 1" = 20' W ' E O.S o Back � � ��`< Front Yard {r11„, Yard rid X7224 ....."!"`"" i :.S " � x 1 i **n r Septic 3 0 ,,r f s Ca tree tree w — — –- -Fence -- -- -- -- — ,r 2g Carport tree. 1 Side 24ft x 20ft tree, tree,. Yard 192 FFE tree "zF frt "k;g, t ,tree.,, 70 ft ► rt art a A \ 180 ft- . Project Name:Carport/Canopy Site Address: 16305 SW 92nd Ave,Tigard Oregon–Parcel#2S114AB01202–Flag Lot Submitted and Prepared by:Harold Stewart 16305 SW 92"d Tigard OR 9722–971-285-7135–Harold@terahex.com