9001 AIRPORT RD 2024 Plans 2025-07-01

MANUFACTURED BY: TABLE 5.1:PURLIN SPACING SCHEDULE TABLE 5.2:GIRT SPACING SCHEDULE GROUND r SNOW/ ROOF LiVE WIND SPEED(MPH) WiND SPEED(MPH) 0 , 1,50 LOAD(PSF) 105 115 130 140 155 165 180 105 115 130 140 155 165 150 710 60 48 36 30 24 24 8 X30/20 54 48 42 36 30 24 24 36 30 24 18 18 12 12 60 60 48 42 36 30 24RV CARPORTS ❑40/27 42 42 42 36 30 24 24 30 30 24 18 18 12 12 60 54 54 42 36 30 0 50/34 40 40 40 36 30 24 24 24 24 24 18 18 12 12 10:1 3'-6" 60 60 54 54 48 42 42 • 0 60/41 36 36 36 36 30 24 24 18 18 18 18 18 12 12 ❑2'-0'TO 3'-0" 60 60 54 54 48 42 42 0 70/47 32 32 32 32 30 24 24 18 18 18 18 18 12 12 NOTES: ❑80/54 30 30 30 30 30 24 24 18 18 18 18 18 12 12 1. GiFT SPACING UNITS ARE IN INCHES. ❑ 90/61 24 24 24 24 24 24 24 12 12 12 12 12 12 12 2. TH15 SCHEDULE 15 TO BE USED FOR BOTH 14GA AND 18 GA PURLIN5. ENGINEERED BY: ❑30/20 54 48 42 42 36 1 30 30 48 36 30 24 18 18 12 3. FRAME SPACING NEEDS TO BE DETERMINED 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 0 60/41 36 36 36 36 36 30 30 30 30 30 24 18 18 12 AAA ENGINEERING ❑ 70/47 32 32 32 32 32 30 30 24 24 24 24 18 18 12 CML•STRUCTURAL 0 80/54 32 32 32 32 32 30 30 18 18 18 18 18 18 12 0 90/61 30 30 30 30 30 30 30 18 18 18 18 18 18 12 ❑30/20 54 48 42 42 36 36 30 54 48 36 30 24 24 18 DRAWING INFORMATION ❑40/27 42 42 42 42 36 36 30 42 42 36 30 24 24 18 OPEN OR PARTIAL El50/34 40 40 40 40 36 36 30 40 40 36 30 24 24 18 (1) ENCLOSED SIDE WALLS PROJECT: 20'WIPE • ❑ 60/41 36 36 36 36 36 36 30 36 36 36 30 24 24 18 END WALL DIAGONAL BRACING LOCATION:STATE OF WASHiNGTON ❑ 70/47 32 32 32 32 32 32 30 30 30 30 30 24 24 18 FIGURE A AT ENCLOSED END WALL 711-24-1679 PROJECT NO.: 0 80/54 32 32 32 32 32 32 30 24 24 24 24 24 24 18 SHEET TITLE: ❑ 90/61 30 30 30 30 30 30 30 24 24 24 24 24 24 18 PUIRLiN&GiRT ❑30/20 54 48 42 42 36 36 30 54 48 42 42 36 30 30 SPACING SCHEDULES ❑40/27 42 42 42 42 36 36 30 42 42 42 42 36 30 30 ❑50/34 40 40 40 40 36 36 30 40 40 40 40 36 30 30 ENCLOSED SHEET NO.: 5 / 11 0 60/41 36 36 36 36 36 36 30 36 36 36 36 36 30 30 SIDE WALLS 0 70/47 32 32 32 32 32 32 30 32 32 32 32 32 30 30 PARTIAL END WALLS DIAGONAL BRACING CHECKED BY: OAA DATE: 1/25/24 ❑80/54 32 32 32 32 32 32 30 32 32 32 32 32 1 30 1 30 1 IFIGUPE E31 AT PARTIAL END WALL ❑ 90/61 30 30 30 30 30 30 30 30 30 30 30 30 30 30 LEGAL INFORMATION ❑30/20 54 48 42 42 36 36 30 54 48 42 42 36 36 30 '� ANY DUPLICATION OF T115 DRA MNG IN W 10LE OR PART 15 5TRICTLY FORBIDDEN. LL EXTENT DOING 50 WILL l:� ❑40/27 42 42 42 42 36 36 30 42 42 42 42 36 36 30 � �' 8E PROSECUTED UNDER THEFU (TENi OF Tt1E LAW. - • ❑50/34 40 40 40 40 36 36 30 40 40 40 40 36 36 30 DRAWING5 VALID UP TO I YEAR FROM DATE OF 155UE./ '�� ❑ 60/41 36 36 36 36 36 36 30 36 36 36 36 36 36 30 (1) ENCLOSED SEAL: • 51PE WALL c` P A B U,y ❑ 70/47 32 32 32 32 32 32 30 32 32 32 32 32 32 30 w • ❑80/54 32 32 32 32 32 32 30 32 32 32 32 32 32 30 4 w A S `Q Z ` ❑ 90/61 30 30 30 30 30 30 30 30 30 30 30 30 30 30 PARTIAL DIAGONAL BRACING �' O� y END WALL FIGURE C AT PARTIAL END WALL _ OTES: Q .¢. A PURLiN SPACING UNITS ARE IN INCHES. F� d FRAME SPACING NEEDS TO BE DETERMINED FROM TABLE 4. Z IL d RREGULAR BUILDING NOTES: w FIGURES A,[3,C&D ON THE RiGHT INDICATE EXAMPLES OF IRREGULAR BUILDINGS. PARTIAL END WALL PARTIALLY 40277 Z. FOR IRREGULAR BUILDINGS,FRAME SPACING MUST BE REDUCED BY 6"FROM OPEN BUILDING SPACING TABLE.SEE SHEET ENCLOSED GISTER V 4 FOR OPEN BUILDING TABLE. SIDE WALLS SS�D]VAL FIGURE D DIAGONAL BRACING 'J SITE SPECIFICS MAY ALLOW FOR ALTERNATIVE SPACING. AT PARTIAL END WALL 1 -U9-2U24 STAMP EXPIRY: IRREGULAR BUILDING&BUILDINGS W/MORE THAN 2 SiPE OPENINGS MUST HAVE A 10'TUBE PEAK BRACE ON ALL FRAMES. DATE SIGNED: 08-26-2024