10104 DAKOTA WAY 2020 Plans 2022-12-06

WRITTEN DIMENSIONS ON THIS DRAINING SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. CONTRACTOR SHALL VERIFY ALL DIMENSIONS, CONDITIONS, ETC. PERTAINING TO THE WORK BEFORE PROCEEDING. THE OWNER MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND/OR CONDITIONS SHOWN ON THESE DRAWINO5. ANY SUCH VARIATION SHALL BE RESOLVED BY THE OANER PRIOR TO PROGEEDIN& KITH THE WORK, OR THE CONTRACTOR SHALL ACCEPT FULL RESPONSIBILITY FOR. THE COST TO RECTIFY SAME. TRUSS NOTF-=5 ALL TRU55E5 SMALL HAVF-: I. 5TRE55 ANALYSIS AND DRAWIN65 / DETAILS STAMPED BY A STATE RE615TERED ENGINEER. 2. MANUFACTURER'S STAMP ON PRE-MANUFAGTURED TRUSSES. 3. BRACED TO MANUPAGURERI5 SPECIFICATIONS. 4. STRE55 ANALY515 AND DETAILS SHALL BE SUBMITTED TO BUILDIN6 DEPARTMENT FOR APPROVAL AND SHALL BE KEPT ON 51TE FOR FRAMING INSPECTION. ✓. TRU55E5 WILL NOT BE FIELD ALTERED WITHOUT PRIOR BUILDING DEPARTMENT APPROVAL OR EN6INEERIN6 CALCULATIONS. 6. ALL TRUSSES SHALL HAVE SIMP50N H-1 CLIPS AT ENDS, EVERY OTHER TRUSS, 45" O.G. WHERE END TRUSSES ARE PARALELL W/ WALL USE 5IMP50N L50 ® MID-5PAN. i. USE 51MP50N STG GLIP5 ® ALL TRUSSES OVER NON-BEARIN6 WALLS. b. TRUSSES SHALL BE LEGIBLY BRANDED W/ MANUFACTURERS NAME, DES16N LOADS, AND REQUIRED SPACING, WITHIN 2`-O" OF THE CENTER SPAN ON THE BOTTOM CHORD. cl. TRUSSES TO BE NON ATTIG 5TORAGE TRU55E5. MAXIMUM 5PAGE ABOVE THE BOTTOM CHORD TRUSS RO BE LE55 THAN 42" 1-116H AND 24" WIDE LOCATED 1N THE PLANE OF THE TRUSS. LAND. BEARING WALL FLOOR LINE BELOW MULTIPLE 2x 5TUD5 @ POINT LOAD INDICATES 2x6 OVERFRAMIN6 MAXIMUM SPAN UNSUPPORTED AT 24" O.G. = gI_7l4 AT 12" O.G. ✓ 0 D.5. DOWNSPOUT R61 ROOF VENT 4X4 P05T AT 61RDER TRUSSES, HIP MA5TER5 A OR USE (3) 2X6 ROOF FP -A 11 NC-7 NOTE-=5 I. OUT RAFTER TAILS TO MATCH 2x TRU55ES. 2. CONNECTORS SHALL BE ENGINEERED BY TRUSS MANUFACTURER. 3. ROOF PITCH 5HAL BE 5.12 UNLE55 NOTED OTHERWI5E. 4. USE SIMPSON H2.5 CLIPS ® 45" O.G. AT ENDS OF TRUSSES AND RAFTERS. 5. USE SIMPSON L30 CLIPS TO GONNEGT TRUSSES AND/OR GEILIN6 JOISTS TO PERPENDICULAR WALLS AT MID-5EGTION. 6. USE SIMPSON 5TG CLIPS AT NON -BEARING WALL5. i. 2x5 RAFTERS ® 2411 O.G. / 2x& GEILIN6 J015T5 ® 2411 O.G. TYPICAL UNLE55 NOTED OTHERWISE. (MAXIMUM SPAN = 5. PROVIDE DOUBLE RAFTERS UNDER DORMER CRIPPLE WALLS UNLESS NOTED OTHERWI5E. cf. MINIMUM W-O" SPLICES AT BUILT-UP HIPS AND VALLEYS, NAIL T06ETHER WITH 2 ROW5 OF 16d NAILS @ 6" O.G. (OVER FRAMING) CONTINUOUS. 10. ROOF FLASHING SHALL BE PROVIDED AND COMPLY W/ IRO 2003, SECTIONS RcI03.2 4 Rc[05.2.6. NON ATTIC 5T®RAr-vE TRU55. PR®4'I IDE 2X4 CENTERED 0 40" HI�14 / ® _—PRE NIFD. TRUSS / 1550R VAULT VER MASTER BEDROOM INTERI R PITCH 3=12 5.I2 j R—o I \/BENTS i i .,., ;^,,,,, PRE I,, PRE 09 e i r 1FD. TRUSSES o 24" O.G. _ ROOF VENTING CALCULATIONS Roof Area; VJ ntilation I egtii�d:` 1142 ,sq./ft. x 144 sq. /in./300- /o At 36" ritliliYrltrt Abs)d4 E V (max Ciia) 274.WsgAn. % ,At Eaves 274.03 sgAn. - -- Roof Jacks 50 sgdin, Each�� v 390 sq./in., 'Standard Comp Ridge Vent @ 17 sq./in./If. tJ sq./in. 0 !Metal Roof Ridge Vent @ 29 scIAn.11f. U;sq.£in. Side Roof Half Vent @ 85 sq./in./If. 0;sgdin. 4 Lineal Et of Eave Meriting 3-3 sq.fin./If. w 277.2 sq.lin, [(3) 2" die. doles per block i each bay] _ _ . Lineal Ft of E Upper Roof Venting Q`egdin. 83) 2" die. Holes per black a£t, bays] 0 Continuous Soffit Vent 10 sq.Andlf. 0.sq.hn. 0 Gable End "Vent (12 in. x 12 ir�s.) x 7011/o . o sgdin. Cupola Vent .. ... (30 in. x 32 in.) x 45% tJ, sq./isi. 0 Gable End Vent (18 in. x 24 in.) x 701y" tt`sq./in. 0 Gable Enid Vent (24 in, x 24 in.)x 70% r Olsq.lin. Total Venting 3 " irs in.) Above Eaves total Venting tstig Eaves 277.2;sq./in. A o