9001 AIRPORT RD 2024 Plans 2025-07-01

MANUFACTURED BY: TABLE 4:FRAME SPACING CHART/SCHEDULE GROUND 0 ENCLOSED DUILDINGS r4 OPEN DUILDINGS SNOW/ ROOF LIVE WIND SPEED(MPH) WIND SPEED(MPH) LOAD(PSF) 0105 ❑115 ❑130 0140 ❑155 ❑165 ❑180 )(105 ❑115 0130 ❑140 ❑155 0165 ❑180 X 30/20 60 60 54/60 54 42 36 36 60 54/60 48/60 42/54 36/42 36 36 RV CARPORTS • ❑40/27 48/60 48/60 42/60 42/54 42 36 36 48 48 42/45 42/45 36/42 36 36 0 50/34 40/48 40/48 40/48 40/48 40/42 36 36 40/42 40/42 40/42 40/42 36/42 36 36 • 0 60/41 36/42 36/42 36/42 36/42 36/42 36 36 36 36 36 36 36 36 36 • ❑70/47 32/36 32/36 32/36 32/36 32/36 32/36 30 30 30 30 30 30 30 30 • 0 80/54 30 30 30 30 30 30 30 24 24 24 24 24 24 24 ❑90/61 24 24 24 24 24 24 24 18 18 18 18 18 18 18 ENGINEERED BY: 0 30/20 60 60 54/60 54 48 42/48 42 60 54/60 48/60 42/54 36/45 36/45 36/42 • ❑40/27 48/60 48/60 42/60 42/54 42/48 42/48 42 48/54 48/54 42/54 42/54 36/48 36/48 36/42 ❑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 36/42 36/42 • 0 60/41 36/42 36/42 36/42 36/42 36/42 36/42 36/42 36 36 36 36 36 36 36 A&A ENGINEERING • ❑70/47 32/36 32/36 32/36 32/36 32/36 32/36 32/36 30 30 30 30 30 30 30 CIVIL•STRUCTURAL ❑80/54 30 30 30 30 30 1 30 30 30 30 30 30 30 30 30 ❑90/61 24 24 24 24 24 24 24 24 24 24 24 24 24 24 030/20 60 60 54/60 54 48 42/48 42 60 54/60 48/60 42/54 36/48 36/46 36/42 DRAWING INFORMATION 0 40/27 48/60 48/60 42/60 42/54 42/48 42/48 42 45/60 48/60 42/60 42/54 36/45 36/45 56/42 • ❑50/34 40/48 40/48 40/48 40/48 40/48 40/48 40/42 40/48 40/48 40/48 40/48 36/48 36/48 36/42 PROJECT: 20' WIPE • ❑60/41 36/42 36/42 36/42 36/42 36/42 36/42 36/42 36/42 36/42 36/42 36/42 36/42 36/42 36/42 LOCATION:STATE OF WASHINGTON 0 70/47 32/36 32/36 32/36 32/36 32/36 32/36 32/36 32/36 32/36 32/36 32/36 32/36 32/36 32/36 PROJECT NO.: 711-24-1679 ❑80/54 30 30 30 30 30 30 30 30 30 30 30 30 30 30 SHEET TITLE: ❑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 ROOF SHEATHING SHEET NO.: 4 / 11 3. SNOW LOADS AND ROOF LIVE LOADS ARE IN POUNDS PER SQUARE FOOT(PSF).WIND SPEED 15 3 SEC.GUST IN MILES PER HOUR(MPH). 4. FOR VALUES THAT LIE DETWEEN TWO CELLS,THE HIGHER(MORE STRINGENT)VALUE HAS TO DE USED.INTERPOLATION BETWEEN CELLS IS NOT ALLOWED. ENCLOSURE CLASSIFICATION: CHECKEDBY: OAA DATE: 1/25/24 1. ENCLOSED DUILDING=ALL 4 WALLS FULLY ENCLOSED WITH DOORS/WINDOWS=USE LEGAL INFORMATION ENCLOSED BUILDING SPACING CHART. ANY DUPUCATION OF TH15 DRAWING IN WHOLE OR PART 15 5TRICTLY FORBIDDEN.ANYONE DOING 50 WILL 2. OPEN BUILDING=ALL 4 WALLS FULLY OPEN=USE OPEN BUILDING SPACING CHART. BE PROSECUTED UNDER THE FULL FflQENT OF THE LAW. -DRAWINGS VALID UP TO I YEAR FKOM DATE OF 155UE. 3. 3FT PARTIALLY ENCLOSED=DOTH END-WALLS FULLY OPEN,WITH BOTH SIDE-WALLS ONLY 3FT ENCLOSED=USE OPEN BUILDING SPACING CHART. SEAL: 4. PARTIALLY ENCLOSED=BOTH END-WALLS FULLY ITH BOTH SIDE-WALLS P �'B U,Y ENCLOSED MORE THAN 3FT=START WITH OPEN D NG SPACING CHART AND THEN 4 wAsqI� REDUCE SPACING BY 6°. MAX.SPACING DUE TO IRREGULAR BUILDING IS(9)@ 48"C/C TYP.ENCLOSED BUILDING TYP.OPEN BUILDING � u� 5. 3 SIDED ENCLOSED=ALL WALLS ARE ENCL05ED EXCEPT FOR 1 END-WALL=START WITH SCALE:NTS SCALE:WE O C� ENCLOSED DUILDING SPACING+THE OPEN END FRAME MUST HAVE EITHER A GADLED ENDOR HAVE POUE51-EP WELDED LEGS&ROOF, O a 10'LG[4]PEAK Z 6. FOR ALL SHEATHING ENCLOSURES NOT LISTED ADOVE,REFER TO SHEET 5 FOR SPACING e' V-12' BRACE-D51-ALONG AND DESIGN REQUIREMENTS. e 1"-12" ROOF STITCH WELD ' Lu s' w GENERAL NOTES: 1'-12" 40277 O 1„ V-12" w 1. THE MAX.BUTLPING LENGTH FOR ENCLOSED BUILDINGS 15 50'-0".THIS CAN BE INCREASED 7 Lis LISTER G� v BY ADDING A DOUBLE FRAME AT THE CENTER TO BREAK THE LENGTH OF THE BUILDING. (2)[1]COLUMN POSTS- SIDNAL 2. DUILDING5 WITH PARTIALLY ENCLOSED END WALLS NEED TO HAVE SIDE WALL BRACING TO STITCH WELDED �J SUPPORT THE PARTIALLY ENCL05ED END WALL.(SEE FIGURE A ON SHEET 5). TYP.OPEN END WALL ON 3 STAMP EXPIRY: 1 -09-2024 3. ALL BUILDINGS WITH AN OPEN END WALL MUST HAVE A 10'-0"TU15 SIDE ENCLOSED BUILDING E PEAK DRACE. SCALE:NTs DATE SIGNED: 08-26-2024