4114 HOYT AVE 2024 Plans 2025-09-11

TABLE 4:FRAME SPACING CHART/SCHEDULE MANUFACTURED BY: GROUND 0 ENCLOSED 13UILPINGS 0 OPEN P SNOW/ ROOF LIVE WIND SPEED(MPH) WIND SPEED(MPH Q► LOAD(P5F) ❑105 ❑115 0130 0140 0155 0165 0180 0105 ❑115 0130 0140 0155 ❑165 ❑180 i 0 30/20 60 60 54/60 54 42 42 36 4& 48 48 42 36 30 24 • 0 40/27 4&/60 4&/60 42/60 42/54 42 42 36 42 42 42 42 36 30 24 0 50/34 40/4& 40/48 40/46 40/46 40/42 40/42 36 30 30 30 30 30 30 24 p�h • ❑60/41 36 36 36 36 36 36 36 30 30 30 30 30 30 24 • 0 70/47 30 30 30 30 30 30 30 24 24 24 24 24 24 24 457 N. Broadway, • 080/54 24 24 24 24 24 24 24 24 1 24 18 1 1& 1& 1& 18 Joshua, TX 76058 090/61 --- --- --- --- --- --- --- --- --- --- --- --- --- --- 1-866-730-9865 0 30/20 60 60 54/60 54 48 42/48 42 54 54 48/54 42/54 36/4& 36 30 0 40/27 48/60 48/60 42/60 42/54 42/45 42/48 42 42 42 42 42 36/42 36 30 ENGINEERED BY: • di ❑50/34 40/48 40/48 40/48 40/48 40/45 40/4& 40/42 36 36 36 36 36 36 30 • ❑60/41 36 36 36 36 36 36 36 30 30 30 30 30 30 30 • ❑70/47 30 30 30 30 30 30 30 24 1 24 24 24 24 24 24 Tflo ❑&0/54 24 24 24 24 24 24 24 24 24 24 1 24 24 24 24 A&A ENGINEERING ❑90/61 --- --- --- --- --- CRIL•STRUCTURAL --- --- --- --- --- 030/20 60 60 54160 54 48 42/4& 42 60 54/60 48/60 42/54 36/48 36/42 36 DRAWING INFORMATION 0 40/27 48/60 4&/60 42/60 42/54 42/48 42/48 42 48 48 42/48 42/48 36/48 36/42 1 36 • 0 50/34 40/48 40/48 40/48 40/48 40/48 40/4& 40/42 40/42 40/42 40/42 40/42 36/42 36 36 PROJECT: 24' Wide • ❑60/41 36 36 36 36 36 36 36 36 36 36 36 36 36 30 LOCATION:STATE OF WASHINGTON ❑70/47 30 1 30 30 30 30 1 30 1 30 30 30 30 1 30 1 30 30 30 PROJECT No.: 233-24-0431 ❑&0/54 24 24 24 24 24 1 24 1 24 24 24 24 24 24 24 24 SHEET TITLE: 090/61 --- --- --- --- --- --- --- --- --- --- --- --- --- --- 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 ROOF SHEATHING SHEETNO.: 4 / 11 3. SNOW LOADS AND ROOF LIVE LOADS ARE IN POUNDS PER SQUARE FOOT(PSF).WIND SPEED 15 3 SEC.GUST 1N 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. CHECKED BY: OAA DATE:1/25/24 ENCLOSURE CLASSIFICATION: 1. ENCLOSED BUILDING=ALL 4 WALLS FULLY ENCLOSED WITH DOORS/WINDOWS=USE i LEGAL INFORMATION ENCLOSED BUILDING SPACING CHART. ANY DUPUCAnON Of THI5 DRAWING IN WHOLE OR PAKT 15 5TRIMY FORBIDDEN.ANYONE DOING 50 WILL 2. OPEN BUILDING=ALL 4 WALLS FULLY OPEN=USE OPEN BUILDING SPACING CHART. BE PRO5ECLrrED UNDER THE PULL DffNT OF THE LAW. -DRAWINGS VAUD UP TO 1 YEAR FROM DATE OF ISSUE. m n 3. 3FT PARTIALLY ENCLOSED=BOTH END-WALLS FULLY OPEN,WITH BOTH SIDE-WALLS ONLY SEAL: 3FT ENCLOSED=USE OPEN BUILDING SPACING CHART. 4 P AB A" 4. PARTIALLY ENCLOSED=BOTH END-WALLS FULLY OPEN,WITH BOTH SIDE-WALLS ENCLOSED MORE THAN 3FT=START WITH OPEN BUILDING SPACING CHART AND THEN < REDUCE SPACING BY 6". O� WAS o� TYP.ENCLOSED BUILDING TYP.OPEN BUILDING �Q'�,w x 5. 3 SIDED ENCLOSED=ALL WALLS ARE ENCLOSED EXCEPT FOR 1 END-WALL=START WITH SCALE:NT5 SCALE:Nrs vA 3.3 ENCLOSED BUILDING SPACING+THE OPEN END FRAME MUST HAVE EITHER A GABLED END i~� r O y OR HAVE DOUBLED WELDED LEGS&ROOF. 10'LG[4]PEAK G Z o?. 6. FOR ALL SHEATHING ENCLOSURES NOT LISTED ABOVE,REFER TO SHEET 5 FOR SPACING 1" AND DESIGN REQUIREMENTS. a 1"'-12" BRACE-DBL ALONG " 8 1"'-12" ROOF STITCH WELD 8" 1. 2" �' 40277 W� GENERAL NOTES: 1, 1"12" 0 �� 9 w 1. THE MAX.BUILDING LENGTH FOR ENCLOSED BUILDINGS IS 50'-0".THIS CAN BE INCREASED LISTER G�� BY ADDING A DOUBLE FRAME AT THE CENTER TO BREAK THE LENGTH OF THE BUILDING. (2)(1]COLUMN POSTS- `SIOIV A L 2. BUILDINGS WITH PARTIALLY ENCLOSED END WALLS NEED TO HAVE SIDE WALL BRACING TO STITCH WELDED SUPPORT THE PARTIALLY ENCLOSED END WALL.(SEE FIGURE A ON SHEET 5). TYP.OPEN END WALL ON 3 STAMP EXPIRY:NOV 9 2024 3. ALL BUILDINGS WITH AN OPEN END WALL MUST HAVE A 10'-0"TUBE PEAK BRACE. SIDE ENCLOSED BUILDING SCALE:Nr5 DATE SIGNED: FEB 23 2024