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Report (10) j ' MANUFACTURED BY: TABLE 2.1: MEMBER PROPERTIES N0.1 LABEL I PROPERTY DETAIL NO. �\ a 04�4 M� ' 2.5"X2.5"X14GATUBE W/2.25" N a y 1 COLUMN POST X 2.25"X 12GA TUBE INSERT 11 N\ 4. ' ii s- 2 ROOF BEAM 2.5"X 2.5"X 14GA TUBE i 3 BASE RAIL 2.5"X 2.5"X 14GA TUBE 1 2'5 / .251( THICKNESS=14GA THICKNESS=14GA o• 4 PEAK BRACE 2.5"X 25"X 14GA TUBE 4O 5 KNEE BRACES 2.5"X 1.5"14GA CHANNEL 4 2.5"X 2.5" 14GA TUBE° 2.25"X 2.25"14GA TUBED //Q'I n :5 \° SCALE:NTS SCALE:NTS 6 CONNECTOR SLEEVE 2.25"X 2.25"X 14GA TUBE 2 270 Old Highway 99 7 SASE ANGLE 2.5"X 2.5"X 3"LG.1/4"ANGLE 10 Maxwell,CA 95955 8 PURLIN 4.25"X 1.5"X 18GA/14GA HAT CHANNEL 5 A '1' -? IJ ENGINEERED BY: 1-877-604-2777 9 GIRT 425"X 1.5"X 18GA/14GA HAT CHANNEL 5 N \ 10 SHEATHING 29 GA CORRUGATED SHEET 8 11 END WALL POST 2.5"X 2.5"X 14GA TUBE 1 �'I 2"'' '1'2.5/ I I ' 12 DOOR POST 2.5"X 2.5"X 14GA TUBE 1 THICKNESS=14GA THICKNESS=14GA _� 13 SINGLE HEADER 2.5'X 25"X 14GA TUBE 1 2"X 2"14GA TUBE® 2.5"X 1.5"14GA CHANNEL® A&A ENGINEERING 14 DOUBLE HEADER DBL.2.5"X 2.5"X 14GA TUBE 1 SCALE:Nis SCALE:NTS CIVIL•STRUCTURAL 5911 Renaissance Place,Sure B•Toledo,OH 43623 SERVICE DOOR/WINDOW TeL 419.292-1983•Far.419.292-0955 15 FRAMING 2.5"X 2.5"X 14GA TUBE 1 1.50 b www.aa-engineers.ennn �I/ X 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 /- 18 PS SUPPORT 2.5"X 2.5"X 14GA TUBE 1 J ` ® PROJECT: 26'O"WIPE BUILDINGS N 19 DIAGONAL BRACE 2"X 2"X 14 GA TUBE 3 \ LOCATION: STATE OF OREGON 20 GABLE BRACE 2"X 2"X 14 GA TUBE 3 4.25" PROJECT NO.: 232-16-0006 2.5" 21 DB BRACKET 6"X 6"X 14GA PLATE 9 THICKNESS=18GA/14GA SHEET TITLE: 22 TRUSS SPACER 2.5"X 2.5"X 14GA TUBE 1 4.25"X 1.5"X 18GA/14GA 5 2.5"X 2.5"X 14GA TUBE W/2.25" 11 SCHEDULES & TEKS#12 X 3/4"SELF-DRILL SCREWS W/ HAT CHANNEL X 2.25"X 12GA TUBE INSERT O MEMBER SECTIONS 23 ALL FASTENERS NEOPRENE/STEEL WASHER SCALE:NTS SCALE:NTS NOTE:INSERT FULL LENGTH&FIELD SHEET NO.: 2 / 11 TABLE 2.2:SHEATHING FASTENER SCHEDULE DOLT W/[24]FASTENERS @ 12"C/C LOCATION CORNER PANELS SIDE LAPS EDGE LAPS ELSEWHERE STAGGERED OPPOSITE FACE DRAWN BY: LAK DATE: 1/12/16 SPACING 6"C/C MIN.1 4"C/C 5"C/C v CHECKED BY:OAA DATE:1/12/16 FASTENER TYPE:TEKS#12X1"SELF-DRILL SCREWS W/NEOPRENE/STEEL N` ki LEGAL INFORMATION WASHER4 „ -ANY DUPLICATION OF THIS DRAWING IN WHOLE OR PART IS STRICTLY FORBIDDEN.ANYONE DOING 50 WILL BE PROSECUTED UNDER THE FULL EXTENT OF THE LAW. �� ,(/``m/� -DRAWINGS VAUD UP TO i YEAR FROM DATE OF ISSUE. ">` A\'(� SEAL: THICKNESS=14GA THICKNESS=14GA STRAIGHT BRACKET° ANGLE BRACKET® �c0• PROFFS SCALE:MS SCALE:Nis �Gj'' GIN 6- LS" 9" / 74150 O N I ..N. 41) '1l'` OREGON 6. 4111111114 > \ O2f �/N 13 200 36" d 3 ;� '9jQ q C co THICKNESS=29GA THICKNESS=14GA ABO' THICKNESS=1/4" 29LG AGSHEATHING® DB BRACKET° BASE ANGLE 10 DATE EXPIRES: 12/31/2017 SCASCALE:NTS SCALE:NTS DATE SIGNED: JAN 13 2016 • MANUFACTURED BY: 0 [2]ROOF BEAM ik‘C ,M • , [4]PEAK BRACE © ->6. 3 12 A °e�/ AI �� 6= © [2]ROOF BEAM 12 �� I--I`` 13 [4]PEAK BRACE Aillb � �� �` '� 1/8"FILLET-11/2"LG.08" d • ® v Z'I 14' \ R� C.C.STITCH WELD BOTH Gj p SIDES STAGGERED-TYP. �Q'/n :s [5]KNEE BRACE-SEE [5]KNEE BRACE -ATTACH WITH TABLE 3.1 FOR LENGTH (2)[23]FASTENERS E.5. 270 Old Highway 99 Maxwell,CA 95955 o lie [6]6"LG.CONNECTOR SLEEVE 1-877-604-2777 [1]COLUMN POST -FIELD BOLT W/[23] ENGINEERED BY: FASTENERS-SEE TABLE 3.2 1 FOR NO.OF FASTENERS READ. [1]COLUMN POST © A&A ENGINEERING [3]BASE RAIL © EAVE DETAIL CIVIL.•STRUCTURAL �- _ SCALE:NTS 1 5911 Renaissance Place,Suite B•Toledo,OH 43623 Tel.419-292-1983•F .419.292-0955 aa-engineers.com 25'-91/2" DRAWING INFORMATION TYP. FRAME SECTION PROJECT: 26'-0"WIDE BUILDINGS SCALE:NTS ROOF MEMBER LOCATION: STATE OF OREGON ps PROJECT NO.: 232-16-0006 'r SHEET TITLE: [2]ROOF BEAM FRAME SECTIONS & �� DETAILS [17]STRAIGHT BRACKET.SECURE [4] PEAK BRACE-DOUBLED ALONG TO PB SUPPORT AND ROOF 0 ROOF MEMBER TILL EAVE.ATTACH WITH SHEET NO.: 3 / 11 BEAMS OR PEAK BRACE W/(4) /8"FILLET-1 1/2"LG.08"C.C.STITCH DRAWN BY: LAK DATE:1/12/16 #3 TEKS SDS.E.S. [18]PB SUPPORT-FOR WELD BOTH SIDES STAGGERED-TYP. CHECKED BY:OAA DATE:1/12/16 PEAK BRACES LONGER PEAK BRACE CONNECTION DETAILS 2 LEGAL INFORMATION N THAN 12'0" ED SCALE:NTS 1 -ANY DUPLICATION OF THIS DRAWING IN WHOLE OR [4B]PEAK BRACE PART IS STRICTLY FORBIDDEN.ANYONE DOING SO WILL BE F'ROSECUTED UNDER THE FUL EXTENT OF THE LAW. -DRAWINGS VALID UP TO I YEAR FROM DATE OF ISSUE. Ikisit ► [1]COLUMN POST Y SEAL: PB SUPPORT DETAILED SCALE:NTS 4 [6]6 LG-FIELD BOOT W/E[23]E 11 9ED PR OFFS FASTENERS-SEE TABLE 3.2 ii c _G I N F� s/OFOR NO.OF FASTENERS READ. ' TABLE 3.1: KNEE BRACE SCHEDULE jJ • 74150 -7 EAVE HEIGHT I KNEE BRACE LENGTH �' � UP TOB' 24" 9'TO12' 36" OREGON [3]BASE RAIL TABLE 3.2 FASTENER SCHEDULE SASE DETAIL R $ `4/V.. 13 2°' ��� WIND SPEED(MPH) NO.OF FASTENERS SCALE:NTS O �4CI AB� P 105 TO 125 4 NOTE:COLUMN POST MAY BE ADJUSTED±1"FOR LEVELING. 130 TO 155 6 MANUFACTURER IS NOT RESPONSIBLE FOR LEVELING OF GROUND DATE EXPIRES: 72I31I2077 160 TO 180 8 AND/OR CONCRETE SURFACE PROVIDED BY OTHERS. DATE SIGNED: JAN 13 2016 MANUFACTURED BY: .. TABLE 4:FRAME SPACING SCHEDULE GROUND ENCLOSED BUILDINGS OPEN BUILDINGS 4\4, Myo f. S / WIND SPEED(MPH) WIND SPEED(MPH) � ROOF OF LIVE L LOPD(F5E) 105 115 130 140 155 165 180 105 1115 130 140 155 165 180 30/20 5 5 5 4.5/5 4/4.5 3.5/4 3/4 4.5/5 4/45 35/4.5 35/4 3/35 3/3.5 25/3 0=it ' Q 40/25 4/5 4/5 4/5 4/5 4/4.5 3.5/4.5 3/4 4/4.5 4/4.5 35/45 3.5/4 3/3.5 3/3.5 25/3 G1/� c 0 N 50/35 4/4.5 4/4.5 4/4.5 4/4.5 4/4.5 3.5/4 3/4 4 4 35/4 35 3/35 3 2.5/3 'lin :5 M3 =F 60/40 3.5/4 3.5/4 3.5/4 3.5/4 3.5/4 3.5/4 3/3.5 3.5 3.5 35 3.5 3 3 25 270 Old Highway 99 >Q 70/50 35 35 3.5 3.5 35 3 3 3 3 3 3 3 2.5 25 Maxwell,CA 95955 w D 80/60 3/3.5 3/3.5 3/3.5 3 3 3 3 25 25 25 2.5 25 2.5 25 1-877-604-2777 90/70 2.5/3 2.5/3 2.5/3 2.5/3 2.5/3 2.5 2.5 25 25 2.5 2.5 25 2 2 ENGINEERED BY: 30/20 5 5 5 4.5/5 4/5 35/45 3/4 4.5/5 4/5 3.5/5 3.5/4.5 3/4 3/3.5 2.5/3 ' 11 - 40/25 4/5 4/5 4/5 4/5 4/5 35/4.5 3/4 4/4.5 4/4.5 3.5/4.5 3.5/4.5 3/4 3/3.5 2.5/3I 0 t 50/35 4/5 4/5 4/5 4/5 4/45 35/45 3/4 4 4 3.5/4 3.5/4 3/4 3/3.5 2.5/3 P.o12 60/40 35/4.5 3.5/45 3.5/45 35/4.5 35/4.5 3.5/4 3/4 3.5 3.5 3.5 3.5 3/3.5 3/3.5 2.5/3 A&A ENGINEERING >Q 70/50 35/4 35/4 3.5/4 3.5 3.5 35 3/35 3 3 3 3 3 3 2.5/3 crow.•sTBucrURAL w 80/60 3/3.5 3/35 3/35 3/3.5 3 3 3 3 3 3 3 2.5 2.5 2.5 5911 Renaissance Place,Suite B•Toledo,OH 43623 TeL 419-292-1983•Fax 419-292-0955 90/70 2.5/3 25/3 25/3 25/3 2.5/3 25/3 25/3 2.5 2.5 2.5 2.5 2.5 2.5 2.5 mvsv.aa-engineers.nom 30/20 5 5 5 45/5 4/5 3.5/5 3/4.5 4.5/5 4/5 35/5 3.5/5 3/45 3/4 2.5/3.5 DRAWING INFORMATION II 40/25 4/5 4/5 4/5 4/5 4/5 3.5/5 3/4.5 4/4.5 4/45 3.5/45 35/45 3/45 3/4 25/3.5 0'' 50/35 4/5 4/5 4/5 4/5 4/5 3.5/4.5 3/4 4 4 3.5/4 35/4 3/4 3/4 2.5/35 PROJECT: 26 O"WIDE BUILDINGS s 0 60/40 3.5/4.5 3.5/4.5 3.5/4.5 3.5/4.5 3.5/4.5 3.5/4.5 3/4 3.5 3.5 3.5 3.5 3/35 3/35 25/35 LOCATION: STATE OF OREGON w 0. 70/50 3.5/4 3.5/4 3.5/4 3.5/4 3.5 3.5 3/3.5 3 3 3 3 3 3 25/3 <'� PROJECT NO.: 232-16-0006 Lu 50/60 3/3.5 3/3.5 3/3.5 3/3.5 3/35 3/3.5 3 3 3 3 3 3 3 2.5 SHEET TITLE: 90/70 25/3 2.5/3 2.5/3 2.5/3 2.5/3 25/3 2.5/3 25 2.5 2.5 25 2.5 2.5 2.5 SPACING SCHEDULES NOTES: & ENCLOSURE NOTES 1. FRAME SPACINGS ARE IN UNITS OF FEET(FT). 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 SE USED.INTERPOLATION BETWEEN CELLS IS NOT ALLOWED. DRAWN BY: LAK DATE:1/12/16 CHECKED BY:OAA DATE:1/12/16 LEGAL INFORMATION -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: 7,05 PROFco 1. TYPICAL ENCLOSED AND OPEN BUILDINGS ARE AS SHOWN ON THE RIGHT. N� �G I N F,p /O 2. THE MAX.BUILDING LENGTH FOR ENCLOSED BUILDINGS IS 75-0".THIS CAN BE INCREASED 74150 BY ADDING A DOUBLE FRAME AT THE CENTER TO BREAK THE LENGTH OF THE BUILDING. �`' �Pg.- 3. FOR ENCLOSED BUILDINGS,ONE END WALL CAN BE OPEN IF THE OTHER END WALL 15 �v ©ENCLOSED.THE OPEN END WALL MUST HAVE EITHER GABLE FRAMING SHEET ORA 4� J'! 1'W �� %� i %� (SEESA) � � '.� �G f oo G OREGON DOUBLE END FRAME. � V-,:-r i m�.'�i� �1"1- 4,,,N: 4. OPEN BUILDINGS CAN HAVE PARTIALLY ENCLOSED SIDE WALLS.FOR SIDE WALLS UP TO 3' b6 ^,/ / p ' ..10 �� �N, 13,2�0 c, ENCLOSED THERE 15 NO CHANGE IN THE DESIGN.FOR GREATER THAN 3'SIDE WALL 'T/i) �Q. �� 0 ENCLOSURES,THE SPACING FROM ABOVE TABLES NEEDS TO BE REDUCED BY 6". 110 ABS 5. OPEN BUILDING WITH PARTIALLY ENCLOSED END WALLS NEED TO HAVE SIDE WALL BRACING TO SUPPORT THE PARTIALLY ENCLOSED SIDE WALL.SEE SHEET 9 FOR TYPICAL BRACING TYP. ENCLOSED BUILDING TYP. OPEN BUILDING DATE EXPIRES: 12/31/2017 DETAILS. SCALE:NTS SCALE:NTS DATE SIGNED: JAN 13 2016 MANUFACTURED BY: TABLE 5.1: PURLIN SPACING SCHEDULE TABLE 5.2:GIRT SPACING SCHEDULE GROUND 14GA.HAT CHANNEL PURLIN 18GA.HAT CHANNEL PURLIN FRAME WIND SPEED(MPH) 4`Oc Me SNOW/ SPACING o' ROOF LIVE WIND SPEED(MPH) WIND SPEED(MPH) 105 115 130 140 155 165 180 A LOAD(P5F) 105 115 130 140 155 165 180 105 115 130 140 155 165 180 5'-O" 60 48 36 30 mm 18 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 z 40/25 48 48 42 36 30 24 24 30 30 24 18 18 12 12 4,0" 60 60 m 54 42 36 30 p Q= 50/35 48 48 42 36 30 24 24 24 24 24 18. 18 12 1 12 3-6" 60 60 mm 48 m 42 rid) �c din 2'-0'TO 3'LO" 60 60 54 54 48 42 0 Q 60/40 36 36 36 36 30 24 24 18 18 18 18" 18 12 12 m w 270 Old Highway 99 70/50 36 36 36 36 30 24 24 18 18 18 18 18 12 12 NOTES: Maxwell,CA 95955 80/60 30 30 30 30 30 24 24 18 18 18 18 18 12 12 1. GIRT SPACING UNITS ARE IN INCHES. 90/70 24 24 24 24 24 24 24 12 12 12 12 12 12 12 2. THIS SCHEDULE 15 TO DE USED FOR 50TH 1-877-604-2777 14GA AND 18 GA PURLINS. ENGINEERED BY: 30/20 54 48 42 42 36 30 30 48 36 30 24 18 18 , 12 3. FRAME SPACING NEEDS TO DE DETERMINED z 40/25 48 48 42 42 36 30 30 42 36 30 24 18 18 12 FROM TADLE 4. ' ' Q 50/35 48 48 42 42 36 30 30 30 30 30 24 18 18 ' 12 w4) 60/40 42 42 42 42 36 30 30 30 30 30 24 18 18 12 A&A ENGINEERING I 70/50 42 42 42 42 36 30 30 24 24 24 24 18 18 12 cava,•srRucrua3Aa. 80/60 36 36 36 36 36 30 30 18 18 18 18 18 18 12 5911 Renaissance Place,Suoo B•Toledo,OH 43623 !L 1 Tel.419-292-1983•Fax.419-292-0955 90/70 36 36 36 36 36 30 30 18 18 18 18 18 18 12 Lv,�,..aa-eng 000fs.com (.5 30/20 54 48 42 42 36 36 30 54 48 36 30 24 24 18 DRAWING INFORMATION z 40/25 48 48 42 42 36 36 30 48 48 36 30 24 24 18 50/35 48 48 42 42 36 36 30 42 42 36 30 24 `24 18 PROJECT: 26'-0"WIDE BUILDINGS DINGS 60/40 42 42 42 42 36 36 30 36 36 36 30 24 24 18 LOCATION: STATE OF OREGON 70/50 42 42 42 42 36 36 30 30 30 30 30 24 24 18 80/60 36 36 36 36 36 36 30 24 24' 24 24" 24 24 18 PROJECT NO.: 232-16-0006 LL SHEET TITLE: 90/70 36 36 36 36 36 36 30 24 24 24 24. 24 24 18 PURLIN & GIRT U 30/20 54 48 .42 42 36. 36-;1 30 54 48 42 42 36 30 ' 30 SPACING SCHEDULES z 40/25 48 48 42 42 36 36' 30 48 48 42 42 36 30 30 G_ 50/35 48 48 42 42 36 36 30 48 48 42 42 36 30 30 SHEET NO.: 5 / 11 N T 60/40 ' 42 42 42 42 36 36 30 42 42 42 42 36 30 30 6) 70/50 42 42 42 42 36 36 30 42 42 42 42 36 30 30 DRAWN BY: LAK DATE:1/12/16 80/60 36 36 36 ; 36 36 , 36 30 36 36 36 36 36 30 30 CHECKED BY:OAA DATE:1/12/16 u_ 90/70 36 36 36 36 36 36 30 36 36 36 36 36 30 30 LEGAL INFORMATION 30/20 54 48 42 42 36 36 30 54 48 42 42 "36 36 30 -ANY DUPUCA11ON OF T1115 DRAWING IN WHOLE OR PART IS STRICTLY FORBIDDEN.ANYONE DOING 50 WILL z w 40/25 48 48 42 42 36 36 30 48 48 _42 42 36 36° 30 BE PROSECUTED UNDER THE FULL EX ENT OF THE AW. -DRAWINGS VAUD UP TO I YEAR FROM DATE OF ISSUE. Q 0 50/35 48 48 42 42 36 36 30 48 48 42 42 36 36 30 U))pz 60/40 42 42 42 42 36 36 30 42 42 42 42 36 36 30 SEAL: w O 70/50 42 42 42 42 36 36 30 42 42 42 42 36 36 30 ED PR OF KQ 80/60 36 36 36 36 36 36 30 36 36 36 36 36 36 30 ' '� F`ScP 90/70 36 36 36 36 36 36 30 36 36 36 36 36 36 30 ��� G I N F . - NOTES: �i -r 2 1. PURLIN SPACING UNITS ARE IN INCHES. I; 74150 2. FRAME SPACING NEEDS TO DE DETERMINED FROM TADLE 4. IIP OREGON Ci "'1/1/. 130"�� 5 1/i) ,00 ABU. DATE EXPIRES: 12/31/2017 DATE SIGNED: JAN 13 2016 I MANUFACTURED BY: ;�®�``dd _ [8]PURLINS a�F2- (.N. Me , /®!,,../ 1,..–'48.T.4&,, - ...- ('''e/�SFS GENERAL SHEATHING NOTES: Q �`i '�� ® • a�� . ® ®����� ���7T� A-FRAME STYLE BUILDINGS CAN "�� ®o ��00.0, -��� ®�44:1"---�� HAVE ANY COMBINATION OF ilV.W. lee S -''®.'�--O.'1.---- ®®�✓ ` HORIZONTAL OR VERTICAL d �• qn� ' � l. ��® ® o '��� ���'` SHEATHING ON ROOFS AND WALLS. O/ NO .'I ✓ �d� ��' ®'� ®� ��i 2. BOTH HORIZONTAL AND VERTICALS din :s k.S11411114:IItt‘t%Zilillik44441114104‘44N••....N ., ISI' ®® `�� .off O�` , � �'/ I \el �� \I . ROOF SHEATHING CAN HAVE MAX. 270 Old Highway 99 \� ® 0 �' ® ®,�� � y �;I �\ . ��.. 0 6..OVERHANG. SII `�� r Maxwell,CA 95955 Maxwell,��tiIIIA �I� �,��;,� �� (� F. USING VERTICAL SHEATHING MAY �ii�I� \0..0j. ® '1� I ®�® 1 , i ALLOW FOR GREATER FRAME 1-877-604-2777 ` I ��1%1 •�,II ',,''11 - �` L,�.'-� �`li�l I/p 1\ �\� ,11.1 -'� /II� 'III X SPACING.SEE NOTE 2 UNDER ENGINEERED BY: Alik \II\.�II� �` �'i� �`�'�d',`�`N, )II�. �I�I.j I z TABLE 4. -„q ill M7 �,I� \`Ol � Iii IIIA! III,i W N N ______0 \/ .���111111.1011''''' 'i • ,•'�II��. w ri L A&A ENGINEERING © 1 uT ova•STRUCTURAL TYF. HORIZONTAL SHEATHING 0 �`I"III!,, 5911 Renaissance Place,Slate B•Toledo,OH 43623 SCALE:N s [9]GIRTS Tel.419-292-1983•Fax.419-292-0955 TYF.VERTICAL SHEATHING ♦//' ,wnv.aa-ng,eem.enm \\ DRAWING INFORMATION SCALE:NTS . PROJECT: 26'-0"WIDE BUILDINGS ,` fr LOCATION: STATE OF OREGON ` PROJECT NO.: 232-16-0006 SHEET TITLE: SEE TABLE 22 FOR ,. , �/ SHEATHING OPTIONS r FASTENER SCHEDULE ` & DETAILS [10]SHEATHING `4 SHEET NO.: 6 / 11 [10]SHEATHING [11]END WALL POST ATTACH PURLINS TO • ROOF SEAMS W/(2) * DRAWN BY: LAK DATE:1/12/16 SEE TABLE 22 FOR FASTENER SCHEDULE [23]FASTENERS [8]PURLINS CHECKED BY:OAA DATE:1/12/16 TYF. HORIZONTAL SHEATHING DETAILED ROOF VERTICAL SHEATHING DETAILED LEGAL INFORMATION 1 2 -ANY DUPLICATION OF THIS DRAINING IN INI1OLE OR SCALE:NTS SCALE:NTS PART 15 STRICTLY FORBIDDEN.ANYONE DOING SO BILL BE PROSECUTED UNDER FULL EXTENT OF THE LAW. TC , ATTACH GIRTS TO POSTS .\ DRAWINGS VAUD UP TO THE YEAR FROM DATETOF ISSUE. • II W/(2)[23]FASTENERS SEAL: [16]ANGLE CLIP.SECURE TO „Q PR OP. c•POST AND SASE RAIL [10]SHEATHING �—` � SS W/(4)[23]FASTENERS E.S. /_ �� I ��5 G I N FF /p� is 1�J • [10]SHEATHING�- ` 74 150 r- SEE TABLE 2.2 FOR a — SEE TABLE 2.2 FOR I. • 4:411111., FASTENER SCHEDULE • OREGON FASTENER SCHEDULE ' �� li% [9]GIRTS �\ $ V9N. 13,2Z � �,� [9A]END-WALL GIRTS I I GJ ��ALI ABU�P WALL VERTICAL SHEATHING-TUBE DETAILED WALL VERTICAL SHEATHING-HAT CHANNEL DETAILED V DATE EXPIRES: 12/31/2017 SCALE:Nis SCALE NTS DATE SIGNED: JAN 13 2016 MANUFACTURED BY: a \ a r N• \ dam / 0\ / NNW / MAX.2 CUT FRAMES \ \' / MAX.2 CUT FRAMES ® - II \ / / / _ /� \O 111/ \�/ \ ,I�\�I \\/ 270 Old Highway 99 N ./.->. II/ \\\ �I/'I� /\\\ Maxwell,CA 95955 11 0 Me / ii- U� / \ 1-877-604-2777 : NEP 7 ... �/ / s - ENGINEERED BY: 1 i II V' n \ / o \ / i 1 o A&A ENGINEERING \ / ,. \ / CIVIL•STRTJCTUBAL \/ G \/ 5911 Renaissance Place,Suite B•Toledo,OH 43623 / Tel.419-292-1983•Pa.,.419-292-0955 \\ \N,0 / \\ \15,0 www.aa-engineees.00m i SII, DRAWING INFORMATION I / PROJECT: 26-0"WIDE DUILDINGS / CLEAR DAY EACH SIDE OF / CLEAR BAY EACH SIDE OF LOCATION: STATE OF OREGON / OVERHEAD DOOR OPENING&AT OVERHEAD DOOR OPENING&AT BUILDING CORNERS BUILDING CORNERS PROJECT NO.: 232-16-0006 SIDE WALL OVER HEAD DOOR OPENINGS SHEET TITLE: 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:1/12/16 CHECKED BY:OAA DATE:1/12/16 SIDE WALL FRAMING NOTES: LEGAL INFORMATION -ANY DUPUCATION OF THI5 DRAWING IN WHOLE OR \� I 1. TRUSS STYLE HEADERS ARE REQUIRED FOR WHERE THE PART IS STRICTLY FORBIDDEN.ANYONE DOING SO WILL BE PROSECUTED UNDER THE FULL EXTENT OF THE LAW. GROUND SNOW LOAD IS GREATER THAN 40 PSF. -DRAWINGS VAUD UP TO I YEAR FROM DATE OF ISSUE. 2. DESIGNS AND DETAILS SHOWN HERE ARE APPLICABLE TO NN• SEAL: DDOTH REGULAR AND A-FRAME STYLE BUILDINGS.%� 3. MAX.HEIGHT OF SIDE WALL DOOR OPENINGS DEPENDS ON ��p P R OFF POST LENGTH NEEDED TO ACCOMMODATE KNEE BRACES. G cSs II 4. OVERHEAD DOOR OPENINGS CANNOT CUT THROUGH MORE ��� eG1NF �O THAN 2 FULL FRAMES. �i 'QI) II►� 5. MIN.iCLEAR BAY MUST BE MAINTAINED BETWEEN ANY 274150 iSERVICE DOOR(S) A BAYl A PA� TO DE LOCATED OVERHEAD DOOR OPENINGS. CLEARS SPACE PER CUSTOMER BETWEEN TWO FRAMES THAT HAS NO OVERHEAD DOOR ' OPENINGS. OREGON REQUIREMENTS Aik6. MIN.1 CLEAR BAY MUST ALSO SE MAINTAINED FROM THE O `� O" PEING SIZED TTO FIT WINDOW BUILDING CORNERS. q qN 13,2� C° 7. SERVICE DOORS AND WINDOWS CAN BE PLACED IN CLEAR 'Q "LI =�Q' SIDE WALL SERVICE DOOR/ WINDOW OPENINGS DAYS OR ANY WHERE ELSE AS NEEDED. A$ SCALE:NTS DATE EXPIRES: 12/31/2017 DATE SIGNED: JAN 13 2016 MANUFACTURED BY: NNECTOR [12]DOOR POST SLEEVE FIEOLD DOLT-SEE Q Pfi [15]WINDOW FRAMING 1TABLE 3.2 FOR NO.OF [6]6"LG.CONNECTOR FASTENERS REQD. Aillb SLEEVE.FIELD BOLT '! SEE TABLE 3.2 FOR NO. ie.ill [1]COLUMN POST OF FASTENERS REQD. [16]ANGLE CLIP.SECURE ABOVE HEADER �/j \c TO COLUMN POST AND °'fin •s HEADER W/(4) [23] �e �' [14]DOUBLE HEADER 270 Old Highway 99 FASTENERS E.S. 1 'I 1/8"FILLET-1-1/2"LG.@ 12"Ito, [5]BASE RAIL , C.0 STITCH WELD BOTH Maxwell,CA 95955 DOOR POST DOT.CONN. DETAIL° TYP. WINDOW FRAMING° SIDES STAGGERED-TYP. 1-877-604-2777 SCALE:NTS 1 CONN. DETAIL COLUMN POST ABOVE DBL. O ENGINEERED BY: SCALE:NTS DOOR HEADER CONN. DETAIL 3 ' SCALE:NTS [15]ANGLE CLIP.SECURE TO A&A ENGINEERING COLUMN POST AND HEADER 41" CIVIL•STRUCI[TRAL 5911 Renaissance Place,Suite B•Toledo,OH 43623 [15]ANGLE CLIP.SECURE TO r1. W/(4)#3 TEKS SDS E.S. Tel.419-292-1983•Far.419-292-095.5 COLUMN POST AND HEADER I [13]SINGLE HEADER I �nv.aaen�eea.e°mr W/(4)[23]FASTENERS E.S. -UPPER CHORD DRAWING INFORMATION [15]ANGLE CLIP.SECURE TO COLUMN POST AND0SERVICE DOOR/WINDOW [14]DOUBLE HEADER � [23]TRUSS PROJECT: 26'O"WIDE BUILDINGS FRAMING W/ 4 23 SPACER- - O [ J MAX 20"O.C. !. LOCATION: STATE OF OREGON FASTENERS E.S. �/ �� I PROJECT NO.: 232-16-0006 I. �/ SHEET TITLE: [15]SERVICE DOOR/ SIDE WALL FRAMING WINDOW FRAMING 1/8"FILLET-1-1/2"LG.@ 8" I [13]SINGLE HEADER [1]COLUMN POST C.0 STITCH WELD BOTH I [1]COLUMN POST -LOWER CHORD I [1]COLUMN POST DETAILS SIDES STAGGERED-TYP. SHEET TYP. SERVICE DOOR/WINDOWED DRAWN NO.: 7 B / 11 [12]DOOR POST [6]6"LG.CONNECTOR [12]DOOR POST [6]6"LG.CONNECTOR DRAWN BY: LAK DATE: 1/12/16 FRAMING CONN. DETAIL 4 SLEEVE.FIELD DOLT- SLEEVE.FIELD BOLT- SCALE:NTS SEE TABLE 3.2 FOR NO. SEE TABLE 3.2 FOR NO. CHECKED BY:OAA DATE:1/12/16 OF FASTENERS READ. OF FASTENERS REQD. LEGAL INFORMATION COLUMN POST ABOVE DBL. -ANY DUPLICATION OF THIS DRAWING IN WHOLE OR 5 PART I5 STRICTLY FORBIDDEN.ANYONE DOING 50 WILL DOOR HEADER CONN. DETAIL BE PROSECUTED UNDER THE FULL EXTENT OF THE LAW. SCALE:NTS COLUMN POST ABOVE TRUSS( -DRAWINGS VAUD UP TO I YEAR FROM DATE OF ISSUE. DOOR HEADER CONN. DETAIL SEAL: ,gyp [6]6"LG.CONNECTOR SCALE:NTS SLEEVE.FIELD DOLT-SEE _0) P R OFF [1]COLUMN POST P TABLE 3.2 FOR NO.OF 'K� ss ABOVE HEADER FASTENERS REQD. g1 G I N EF /0� [23]TRUSS ` •-I 74150 SPACER- 4/ [13]SINGLE HEADER MAX 20"O.C- 'I� UPPER CHORD _, • OREGON 4*b. [13]SINGLE HEADER O�9n q� ,13 2-�0� ��� -LOWER CHORD 'q L I ABU' '' COLUMN POST ABOVE TRUSS DOOR HEADER CONN. DETAIL SCALE:NTS DATE EXPIRES: 12/31/2017 DATE SIGNED: JAN 13 2016 / Hifi MANUFACTURED BY: i i Q i i Q `0 C MP ,. ' - a r SEE TABLE 8 A.1 FOR MAX % / /, / jj MIN.12" //' �/� / GORNER [20]GABLE BRACE �11 ,.-� Allik END WALL POST SPACING / / /� �� /A a / OFFSET /// // G �' 0 % % �I/ t © SEE TABLE 8-A1 �/ /, ' /n i s , , S xv FO OST SPACIN'GLL 270 Old Highway 99 ® � Maxwell,CA 95955 ® / I� � ' / �I/ 1-877-604-2777 11 0Q�O��O "I i L \O� ENGINEERED BY: XV/ h� Qpp�p,A 1 2 6p•v� i 1 II {I II I, ���/ 1 Nfl NT III �•p � Opp 2 A&A ENGINEERING M1N.12"N. Opp) Civn•STRUCTURAL CORNER I� 5911 Renaissance Place,Suite B•Toledo,OH 43623 OFFSET OQ�� X00 / END WALL GABLES Tel.419-292-1983•Fay.419-292-0955 �p MIN.12"BETWEEN \ SCALE:N75 www.aa-engineers.com III Ank ; /ve ,0\0- OPENINGS 1107 I / 10� \��L END WALL OVER HEAD DOOR OPENINGS DRAWING INFORMATION , SCALE:NTS ® PROJECT: 26'O"WIDE BUILDINGS : % . LOCATION: STATE OF OREGON SEE TABLE 8-A.1 FOR MAX. s/� O ---__-_7 ------ END WALL POST SPACING j �i PROJECT NO.: 232-16-0006 [20]GABLE BRACE % �ny SHEET TITLE: NT /// // 0 '( CO. ��/� i i �� ; ` 1� END WALL FRAMING /r 1 SEE TABLE 8-A.1 FOR me-,./-,/ ' `II SHEET NO.: �J A / 11 / Q)010END WALL POST P CING ilr7 e / IDRAWN BY: LAK DATE:1/12/16 / / CHECKED BY:OAA DATE:1/12/16� \\�1 12pLEGAL INFORMATION M1N12"FROM ss� II� \'/C�' 11Qin -ANY DUPLICATION OF THIS DRAWING IN W OLE OR CORNERS OR END 11110111 ��I / PART 15 STRICTLY FORBIDDEN.ANYONE DOING 50 WILL 'll 114. .. BE PROSECUTED UNDER THE FULL EXTENT OF THE LAW. WALL POSTS TO (I1 I ��II� Q •p -DRAW NGS VALID UP TO I YEAR FROM DATE OF ISSUE. ACCOMMODATE II ,� 2�O ANCHORS IF BASE �i►' -N-4 \ SEAL: RAIL IS REMOVED ,� OPENINGS SIZED ii / DOOR AND WINDOW \TO FIT SERVICE . �4 PARTIAL END WALL FRAMING ' ' PROFQss 1 i % SCALE:NTS <0 G 1 N FF /O TABLE 8 A.1:END WALL POST 74150 IC)IC SPACING SCHEDULE 0�2 END WALL SERVICE DOOR AND WINDOW OPENINGS WIND SPEED EAVE HEIGHT SCALE:NTS (MPH) UP TO 7' 8'TO 9' 10'TO 12' 1 OREGON 5 5 S' END WALL FRAMING NOTES: 105 1. MIN.12"CLEARANCE MUST BE MAINTAINED BETWEEN ANY TWO OPENINGS(OVERHEAD DOOR OR SERVICE DOOR) 115 5 5 4.5' I 0 J9N. 13,200 AND FROM CORNERS. 130 4.5 4.5' 4' '10/6\B( ''' �� 2. SERVICE DOORS AND WINDOWS CAN BE PLACED AS NEEDED. 140 4.5 4.5 3' 3. DIAGONAL BRACES NEED TO BE ADDED FOR PARTIAL END WALL ENCLOSURES.SEE SHEET 9 FOR DIAGONAL BRACE CONNECTION DETAILS. 155 4' 4' 2.5' 165-180 3.5' 3' 2' DATE EXPIRES: 12/31/2017 DATE SIGNED: JAN 13 2016 [12]DOOR POST [3]SiDE WALL BASE RAiL MANUFACTURED BY: ,gyp [11]END WALL POST 1 COLUMN POST \� li [17]STRAIGHT BRACKET. [] ,� �� ^1[16]ANGLE BRACKET. SECURE TO DOOR POST [6]6"LG. li r� QP�d�SECURE TO DOOR POST AND BASE RAiL W/(4) CONNECTOR SLEEVE [16]ANGLE BRACKET.SECURE AND BASE RAiL W/(4) v n [23]FASTENERS I4TO DOOR POST AND SASE RAiL i [23]FASTENERS i� 1 0* W/(4) [23]FASTENERS E.S. y > A1\411111110 IP 41 [16]ANGLE BRACKET.SECURE A [3]SASE RAiL TO DOOR POST AND SASE RAIL [3]BASE RAiL r 0 \c DOOR POST SASE RAiL CONN. DETAIL® W/(4) [23]FASTENERS d/n : s SCALE:NTS [3]END WALL BASE RAiL END WALL POST- BASE® 3 270 Old Highway 99 [2]ROOF SEAM CORNER DETAIL® RAiL CONN. DETAIL Maxwell,CA 95955 SCALE:NTS SCALE:NTS r [11]END WALL POST 1-877-604-2777 ii [16]ANGLE BRACKET.SECURE ABOVE HEADER ENGINEERED BY: TO DOOR POST AND BASE RAiL 0 W/(4) [23]FASTENERS E.S. [15]ANGLE CUP. j jj [17]STRAIGHT BRACKET.SECURE SECURE TO DOOR POST ii * TO DOOR POST AND BASE RAiL rlr [11]END WALL POST AND BASE RAIL W/(4) A, W/(4) [23]FASTENERS SDS OR[12]DOOR POST [23]FASTENERS E.S.410, A&A ENGINEERING I. END WALL POST- ROOF BEAM CONN. DETAIL® , [13]SINGLE HEADER 5911 RenaRAL ssanIePace,Su�13•CI Toledo,OH 93623 SCALE:NTS Tel.419-292-1983•Pax.419-292-0955 [11]END WALL POST I� �� END WALL POST ABOVE HEADER CONN. DETAIL® `"""aa-eng"CC1SCOin [11]END WALL POST 5 [15]ANGLE CLiP.SECURE TO SCALE:NTS DRAWING INFORMATION END WALL POST AND DOOR/ [15]ANGLE CLIP.SECURE TO G1 DOOR POST AND SASE RAIL PROJECT: 26'0"WiDE BUiLD1NG5 WiNDOW FRAMING W/(4) v 41 [15]ANGLE CLiP.SECURE TO W/(4)[23]FASTENERS E.S. v [23]FASTENERS E.S. / �/ HEADER AND COLUMN POST LOCATION: STATE OF OREGON I al I W/(4) [23]FASTENERS E.S. PROJECT NO.: 232-16-0006 [15]SERVICE DOOR/ 1'III SHEET TITLE: WiNDOW FRAMING [13]SiNGLE HEADER END WALL FRAMING TYP. SERVICE DOOR/WiNDOW® HEADER- END WALL POST CONN. DETAIL® [13]SiNGLE HEADER 1 PETALS FRAMING CONN. DETAIL SCALE:NTS SCALE:NTS [11]END WALL POST [14]DOUBLE HEADER [11]END WALL POST- -'Ir V SHEET NO.: 6-5 I 11 POST ABOVE HEADER �� 15 ANGLE CLIP.SECURE TO DRAWN BY: LAK DATE:1/12/16 [ ] [11]COLUMN POST AT CORNER [15]ANGLE CLIP. DOOR POST AND SASE RAiL y CHECKED BY:OAA DATE:1/12/16 SECURE TO DOOR POST ���` W/(4)[24]FASTENERS E.S. GABLE HEADER-CORNER POST CONN. DETAIL 8 LEGAL INFORMATION AND SASE RAiL W/(4) v A , SCALE:Nrs RAWING IN WHOLE OR #3 TEKS SDS E.S.4/ [14]DOUBLE HEADER r I ' PART 5 STRICTLY-ANY OFORBI DEN N OF THIS DANYONE DOING 50 WILL 11 BE PROSECUTED UNDER THE FULL EXTENT OF THE LAW. U8"FiLLET-1-1/2"LG. -DRAWINGS VALID UP TO I YEAR FROM DATE OF ISSUE. ` 11. � W 8"C.0 STITCH 1/8"FiLLET 1-1/2"LG.Cad 8" WELD BOTH SIDES C.0 STITCH WELD BOTH SEAL: STAGGERED-TYP. SIDES STAGGERED-TYP. DOUBLE HEADER-END WALL® E� PROF END WALL POST ABOVE DOUBLE 9 POST CONN. DETAIL 10 [2]ROOF BEAMS � Fssi HEADER CONN. DETAIL �G I N EF p SCALE:NTS SCALE:NIS i[11]END WALL POST Alk• [11]END WALL POST�r ABOVE GABLE HEADERABOVE GABLE HEADER `� , 74150 [17]ANGLE CLiPS 2 EACH S � [22]GABLE ,--- 4'4111141 END-TOTAL 4.SECURE BRACE OREGON �\- TO GABLE HEADER W/(4) M 1 di [24]FASTENERS E.S. /1 ( IL JAN �0t [22]GABLE ��`r [22]DB BRACKET.SECURE TO [17]ANGLE CLiPS 2 EACH J,9 13,2 �� BRACE lb [22]GABLE BRACE POST AND GABLE BRACE W/(E5 s) END-TOTAL 4.SECURE[2T40] q P II [24]FASTENERS AS SHOWN E.S. ROOF BEAMS W/ L A B�" [13]SINGLE HEADER FASTENERS E.S. 1.GABLE BRACE 2.GABLE BRACE GABLE BRACE- END WALL CONN. DETAIL 11 TYP. GABLE BRACE CONN. DETAIL 12 DATE EXPIRES: 12/31/2017 SCALE:NTS SCALE:NIS DATE SIGNED: JAN 13 2016 , , lyl - MANUFACTURED BY: 7-r-__- 11!11 0`k , "Me .. .. [2]ROOF SEAM ---:- r� a �� ;111 III \\ [21]DE BRACKET.SECURE TOT --___ \\ (0 POST AND DIAGONAL BRACES W/ %1111111111111111141110 - � III \ 1 G jco. (7)[23]FASTENERS A5 SHOWN r III \\\ \G \\„ n :s ` /66 \ -:: 1 \� �\ 270 Old Highway 99 1 .',-----.-.......„.„.................7 �\ \/ ��\ Maxwell,CA 95955 [1]COLUMN POST ��� y� 1-877 604-2777 [19]DIAGONAL AT CORNER I III_ _ __ __ . II ENGINEERED BY: BRACESDIAGONAL BRACE TOP CORNER CONN. DETAIL"OscALE: rs )0, ____....0 A&A ENGINEERING CIVIL•STRUCTURAL [t]COLUMN P05T ORI I 5911 Renaissance Place,Suite B•ToledoOH 43623 AlikTel.419-292-1983•Fe.4:9-292-0955 �� [ll]END WALL POST II'� DRAWING INFORMATION © PROJECT: 26O"WIDE BUILDINGS I I/ = LOCATION: STATE OF OREGON [19]DIAGONAL BRACES [21]DB BRACKET.SECURE TO '---1 PROJECT NO.: 232-16-0006 POST AND DIAGONAL BRACES W/ SHEET TITLE: (7)[23]FASTENERS AS SHOWN �� 1 / v CORM=R 81ZAC1NG CORNER DIAGONAL \I DETAILS BRACING-SEE NOTES FOR REQUIREMENTS SHEET NO.: 9 / 11 ' DIAGONAL BRACE- POST CONN. DETAIL"O DIAGONAL BRACING AT CORNERS DRAWN BY: LAK DATE: 1/12/16 SCALE:NTS SCALE:SCALE:NTS CHECKED BY:OAA DATE:1/12/16 LEGAL INFORMATION -ANY DUPLICATION OF THIS DRAWNG IN W-IOLE OR PART 5 STRICTLY FORBIDDEN.ANYONE DOING 50594. BE PROSECUTED UNDER THE FULL EXTENT OF THE LAW. [1]COLUMN POST -DRAWINGS VALID UP TO I YEAR FROM DATE OF ISSUE. [21]DB BRACKET.SECURE TO AT CORNER POST AND DIAGONAL BRACES W/ SEAL: (7)[23]FASTENERS A5 SHOWN {jl �' [19]DIAGONAL BRACES � , ,, D PR OFFS _ 11 = CORNER BRACING NOTES: I�<0 ��G I N EFS s/0 ��� 1. DIAGONAL BRACING AT BUILDING CORNERS 15 REQUIRED FOR A 74150 FULLY ENCLOSED BUILDINGS IN LOCATIONS WHERE WIND SPEED IS , /\� 2. 140MPH OR GREATER. IFI. CORNER BRACING 15 REQUIRED BUT THE BUILDING 15 MISSING I OREGON AN END WALL THEN THE BUILDING MUST BE DESIGNED A5 AN $ J [3]END WALL SASE RAIL [3]SIDE WALL SASE RAIL OPEN BUILDING(USE SPACING FOR OPEN BUILDING IN TABLE 4.1). 'T/i)qN 13,2�0 co�ic� 3. DIAGONAL BRACING 15 ALSO REQUIRED ON THE CORNERS ON THE 4Cl ABUT DIAGONAL BRACE BOT.CORNER CONN. DETAILOO SIDE WALLS WHEN THE ADJACENT END WALL IS PARTIALLY SCALE:NTS 3 ENCLOSED. DATE EXPIRES: 12/31/2017 "INSIDE VIEW SHOWN FOR CLARITY DATE SIGNED: JAN 13 2016 MANUFACTURED BY: AdiudillillIl d �• ` 11 Il \\\\\N pf/a \O 11 • 5 270 Old Hi wa 99 � YMaxwell,CA 95955 Wir 11 1 877 604-2777 ENGINEERED BY: I \ \' \III I I°- I � NY \ / A&A ENGINEERING I \ CIVIL•STRUCTURAL 5911 Renaissance Place,Suite B•Toledo,OH 43623 \ Tel.419-292-1983•Far.419-292-0955 III\, % ' \ / .stivw.aa�ngineers .com iii INFORMATION 1 -�// ` \ PROJECT:DRAWING 6U1LD1NG5 LOCATION: STATE OF OREGON © / �gQ PO SHEET TITLE: 232-16-0006 ti/�, / �P��F�P����Q� SHEET TITLE: OPTIONAL LEAN-TO �z-0„ o ADDITION 0 SHEET NO.: 10 / 11 2 DRAWN BY: LAK DATE: 1/12/16 OPTIONAL LEAN-TO ADDITION CHECKED BY:OAA DATE:1/12/16 SCALE:NTS LEGAL INFORMATION -ANY DUPUCATION OF THIS DRAWNG IN WHOLE OR PART IS STRICTLY FORBIDDEN.ANYONE DOING 50 WILL 12"LG.CONNECTOR SLEEVE- BE PROSECUTED UNDER THE FULL EXTENT OF THE LAW. [2]ROOF BEAM C6 -DRAWINGS VAUD UP TO I YEAR FROM DATE OF ISSUE. -MAIN BUILDING FIELD BOLT TO 50TH TUBES W/ [23]FASTENERS-SEE TABLE 3.2 SEAL: ,\Co FOR NO.OF FASTENERS REQD. D PR 0A-r- [2] ,cF [2]ROOF SEAM \ '' Ss �� v7�. LEAN-TO ADDITION ��c. ��G 1 N F�� /O [6]6"LG.CONNECTOR SLEEVE- FIELD BOLT W/[23]FASTENERS M//1 74150 r E.S.-SEE TABLE 3.2 FOR NO.OF 6" LEAN-TO ADDITION NOTES: FASTENERS REQD. 1. LEAN-TO ADDITIONS CAN BE ADDED ON EITHER OR BOTH SIDES OF ‘ [1]COLUMN POST-FOR EAVE HEIGHTS THE BUILDING. OREGON GREATER THAN 8'-0"INSERT TS 225 X (IN 13 2�0� 2.25 X 14GA TUBE INTO COLUMN POST 2. ROOF SLOPE AND PURLIN,GIRT AND FRAME SPACINGS OF THE �/ co ADDITION HAVE TO MATCH THAT OF THE MAIN STRUCTURE.. '9j9 P LEAN-TO ATTACHMENT DETAIL° 3. IF THE LEAN-TO ADDITION IS"OPEN"(50TH END WALLS OR SIDE WALL I ALI AB\. ( SCALE:NTS 15 NOT ENCLOSED),THE DESIGN OF THE MAIN BUILDING HAS TO USE THE FRAME SPACING OF AN OPEN BUILDING FROM TABLE 4. DATE EXPIRES: I2/39/2097 DATE SIGNED: JAN 13 2016 J rk. [1]COLUMN POST OR I MANUFACTURED BY: [3]BASE RAIL [11]END WALL POST 1 `4`c ." , 1. 1p„-_-_____ i C r� - � \\4 III . 4044..4.Hicr4ii. DRILL 5/8"HOLE THROUGH 11 I \ \ BASE RAIL AND TECURE \\\ % III \ Gi O ANCHOR EYE WITH 1/2"0 �[ 111 -.4N \ 111 444,44 R THROUGH BOLT AND 2" � \ \ III )iitd�n :srk It WASHERS E.S. l \\\ ��� \ III 270 Old Highway 99 �'�[ �CS--iN \N� \ I ,\ III II Maxwell,CA 95955 �� � III1-877-604-2777 \\ /�� � \ ENGINEERED BY: I 1 -ice Illr II III)ANCHOR ROD E III // \ \ III homoi7illiot 1 III 1 \\--, 1 III SII i' J \ III 1 / b Il 111 SII 1 1 A&A ENGINEERING io 1/2"0 SHAFT X(2) I It III r 501E ANCHORS AT civn•sTxucrux u • 4"DISKS HELICAL i I 5911 Renaissance Place,Suite B•Toledo,OH 43623 OPTION 1: HELICAL SOIL J 111 III I ALTERNATE END Tel.419-292-1983•Pax.419-292-0955 SOIL ANCHOR III j ANCHORS 111 r J WALL POSTSv.aa<ngneeawm SCALE: Ts �T Ill III // � ALOIL TERNCHOOATERNTERIOR S AT DRAWING INFORMATION J SOIL ANCHORS EITHER • 1-, �J Iv COLUMN POSTS PROJECT: 26'-0"WIDE BUILDINGS SIDE OF OVERHEAD DOOR OPENINGS ANCHOR RODS AT ALL LOCATION: STATE OF OREGON SOIL ANCHORS AT ALL POSTS NOT SUPPORTED PROJECT No.: 232-16-0006 CORNERS ON SOIL ANCHORS SHEET TITLE: SOIL FOUNDATION FOUNDATION OFTION 4: SOIL FOUNDATION NOTES: SCALE:NTS SOIL ANCHORS 1. DESIGNS SHOWN ON THIS SHEET ARE FOR SOIL ANCHOR FOUNDATION.ANY OF [3]SASE RAIL rA [1]COLUMN POST OR THE FOUNDATIONS SHOWN ON SHEETS 11-A THRU D CAN BE USED. [11]END WALL POST SHEET NO.: 11-D / 11 2. SOIL ANCHORS(HELICAL OR ROCK/ASPHALT)SHALL BE LOCATED AT ALL 4 DRAWN BY: LAK DATE:1/12/16 CORNERS,ON EACH SIDE OF OVERHEAD DOOR OPENINGS AND ON ALTERNATE <1111 Ilk. DRILL 5/5"HOLE THROUGH CHECKED BY: OAA DATE:1/12/16 INTERIOR COLUMN POSTS AND END WALLS POSTS. SASE RAIL AND SECURE 3. HELICAL ANCHORS ARE TO BE USED ONLY 1F THE DRIVING TORQUE INTO THE [7]BASE ANGLE WITH LEGAL INFORMATION GROUND 15 150 FT LBS OR GREATER.MANUFACTURER IS NOT RESPONSIBLE 1/2"0 THROUGH BOLT -ANY DUPLICATION OF Tits DRAWING IN WHOLE OR AND 1"WASHERS E.S. PART 15 STRICTLY FORBIDDEN.ANYONE DOING SO WILL FOR SOIL QUALITY AT SITE. N. R E PROSEC SUE. -DRAWINGS VALID D UDDERTO THE FULYEARFROM DAOFTHEE OFi LAW. 4. HELICAL ANCHORS CAN ONLY BE USED FOR CLASS 2,3&4 SOILS(SEE SOIL AIII>CLASSIFICATIONS THIS PAGE). SEAL: 5. ALL POSTS WITH NO ANCHORS ADJACENT SHALL BE ANCHORED TO THE ' EXISTING ASPHALr �Ep PR pFFGROUND WITH A 1/2"X 30"LG.ROD.RODS WILL HAVE A WELDED NUT AT THE S, TOP AND ONE COAT OF RUST PROOF PRIMER. it I s 'o GINE s/0 6. ASSUMED SOIL BEARING CAPACITY IS TO BE A MIN.OF 1500 PSF. �� ,pANCHOR ROD SOIL CLASSIFICATIONS: a 74150 19 SOIL CLASS DESCRIPTION [7]BASE ANGLE 2 SANDY GRAVEL AND GRAVEL,VERY THIN DENSE AND/OR CEMENTED SANDS, I HPS-A ASHPALT/ i 11 OREGON COARSE GRAVEL/COBBLES,PRELOADED SILTS,CLAYS AND CORAL. HP 9 ROCK ANCHOR 3 SAND,SILTY SAND,CLAYEY SAND,SILTY GRAVEL,MEDIUM DENSE COARSE o2f9q � � . 13 2 �P5 /9,1/.1 SANDS,SANDY GRAVEL,VERY STIFF SILT AND SANDY CLAYS. ABU 4 LOOSE TO MEDIUM DENSE SANDS,FIRM TO STIFF CLAYS AND SILTS AND ALLUVIAL FILLS. OFTION 2: ROCK / ASPHALT ANCHORS° "FROM HUD"MODEL MANUFACTURED HOME INSTALLATION STANDARDS" SCALE:NTS DATE EXPIRES: 12/31/2017 DATE SIGNED: JAN 13 2016