4114 HOYT AVE 2024 Plans 2025-09-11

TABLE 5.1:PURLIN SPACING SCHEDULE TABLE 5.2:GIRT SPACING SCHEDULE MANUFACTURED BY: GROUND N 14GA.HAT CHANNEL PUPLIN N 18GA.HAT CHANNEL FURLIN WIND 5PEEP SNOW/ Q Z ROOF LIVE WIND SPEED(MPH) WIND SPEED(MPH) 1:3000 LOAD(PSF) ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑5'O" 60 48 36 30 24 24 18 105 115 130 140 155 165 180 105 115 130 140 155 165 180 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 0 40/27 42 42 42 36 30 24 24 30 30 24 18 18 12 12 0 4'-0" 60 60 54 54 42 36 30 0 50/34 40 40 40 36 30 24 24 24 24 24 18 18 12 12 0 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 ❑2Lc TO 3'-0" 60 60 54 54 48 42 42 ❑ 70/47 32 32 32 32 30 24 24 18 18 18 18 18 12 12 NOTES: 457 N. Broadway, ❑80/54 30 30 30 30 30 24 24 18 18 16 18 1& 12 12 1. GIRT SPACING UNITS ARE IN INCHES. Joshua, TX 76058 ❑ 90/61 24 24 1 24 1 24 24 24 1 24 12 12 12 12 12 12 12 2. THIS SCHEDULE IS TO 13E USED FOR BOTH 14GA AND 18 GA PURLINS. 1-866-730-9865 ❑30/20 54 48 42 42 36 30 1 301 48 1 36 130 1 24 18 18 12 3. FRAME SPACING NEEDS TO BE DETERMINED — ❑40/27 42 42 42 42 36 30 1 30 1 42 36 30 24 18 18 12 FROM TABLE 4. ENGINEERED BY: 11 50/34 40 40 40 40 36 30 30 30 30 30 24 18 16 12 11 60/41 36 36 36 36 36 30 30 30 30 30 24 18 18 12 0 70/47 32 32 32 32 32 30 30 24 24 24 24 18 18 12 ❑80/54 32 32 1 321 32 32 30 30 18 18 18 18 18 18 12 A&A ENGINEERING ❑ 90/61 30 30 30 30 30 30 30 18 18 18 18 18 18 12 1 CIVIL•STRUCPURAI. 030/20 54 48 42 42 36136130 54 145136130 24 24 18 DRAWING INFORMATION ❑40/27 42 42 42 42 36 36 30 42 42 36 30 24 24 18 OPEN OR PARTIAL • ❑50/34 40 40 40 40 36 36 30 40 40 36 30 24 24 18 (1) ENCL05ED � SIDE WALLS PROJECT: 24 Wide • ❑ 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 - - -PROJECTNo.: 23324-0431 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 30130130 24 1 24 1 24 1 24 24 24 18 PURLIN& GIRT ❑30/20 54 48 42 42 36 36 30 54 48 42 42 36 30 30 SPACING SCHEDULES 11 40/27 42 42 42 42 36 36 30 42 42 42 42 36 30 30 \ / 5 / 11 ❑50/34 40 40 40 40 36 36 30 40 40 40 40 36 30 30 ENCLOSED SHEET No.: ❑ 60/41 36 36 36136 36 36 30 36 36 36 36 36130130 PARTIAL \ SIDE WALLS ❑70/47 32 32 32 32 32 32 30 32 32 32 32 32 30 30 END WALLS DIAGONAL BRACING CHECKED BY: OAA DATE:1/25/24 ❑80/54 32 32 32 32 32 32 130 32 1 32 1 32 1 32 32 30 30 FIGURE B AT PARTIAL END WALL ❑ 90/61 30 30 30 30 30 30 30 30 30 30 30 30 30 30 LEGAL INFORMATION OLE OR ❑30/20 54 48 42 42 36 36 30 54 48 42 42 36 36 30 PART 15 5TRICTLY FORBIDDEN.DUPLICATION OF TH15ANYONE RAWING(DOING 50 WILL ❑40/27 42 42 42 42 36 36 30 42 42 42 42 36 36 30 BE PROSECUTED UNDER THE FULL EXTENT OF THE LAW. -DRAWINGS VALID UP TO I YEAR FROM DATE OF 155UE. m r • ❑50/34 40 40 40 40 36 36 30 40 40 40 40 36 36 30 ❑ 60/41 36 36 36 36 36 36 30 36 36 36 36 36 36 30 (1) ENCLOSED SEAL' ~Q SIDE WALL P A 13 11 70/47 32 32 32 32 32 1 32 130 1 32 32 32 1 32 32 32 30 m ; • ❑80/54 32 32 32 32 32 32 30 32 32 32 32 32 32 30 PARTIAL DIAGONAL BRACING �� p� W AS �tP o ❑ 90/61 30 30 30130 301301 30 30 30 30 30 30 30 30 END WALL AT PARTIAL END WALL ' �� _ Gi NOTES: FGURE C O O 3.» 1. PURLIN SPACING UNITS ARE 1N INCHES. s Z y 2. FRAME SPACING NEEDS TO 13E DETERMINED FROM TABLE 4. rn �m N2 ? ' IRREGULAR BUILDING NOTES: PARTIAL \ 1. FIGURES A.13,C&D ON THE RIGHT INDICATE EXAMPLES OF IRREGULAR BUILDINGS. END WALL PARTIALLY O� �� 40277 2. FOR IRREGULAR BUILDINGS,FRAME SPACING MUST 13E REDUCED DY 6"FROM OPEN BUILDING SPACING TABLE.SEE SHEET ENCLOSED tC's GISTB p1� 4 FOR OPEN BUILDING TABLE. SIDE WALLS SIONAL FIGURE D DIAGONAL BRACING 3. SITE SPECIFICS MAY ALLOW FOR ALTERNATIVE SPACING. AT PARTIAL END WALL STAMP FJCPLRY:NOV 9 2024 4. IRREGULAR BUILDING&BUILDINGS W/MORE THAN 2 SIDE OPENINGS MUST HAVE A 10'TUBE PEAK BRACE ON ALL FRAMES. DATE SIGNED: FEB 23 2024