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WALL SCHEDULE WALL NAME EXTERIOR/INTERIOR/SHEAR WALL TOP PLATE BOTTOM PLATE SILL PLATE A B C D E F DMKBA W1 1)2X6 @ 24" O.C. SPF #1/2 2)2X6 SPF #1/2 2)2X6 SPF #1/2 1)2X6 SP GR #1/2 DEVELOPMENT 12 12 GROUP 8 3' - 0" 8 W2 1)2X6 @ 16" O.C. SPF #1/2 2)2X6 SPF #1/2 2)2X6 SPF #1/2 1)2X6 SP GR #1/2 23' - 5" 6' - 4" 23' - 5" 32' - 5 3/4" 24' - 6" rz W3 1)2X6 @ 12" O.C. SPF #1/2 1)2X6 SP GR #1/2 Project Name " 2)2X6 SPF #1/2 2)2X6 SPF #1/2 0 - I ' W4 2)2X6 @ 24" O.C. SPF #1/2 2)2X6 SPF #1/2 2)2X6 SPF #1/2 1)2X6 SP GR #1/2 6 1 INDICATE WALL TYPE TRANSITION n n Owensboro Kentucky JL NOTE: n n n n 1) WALLS SHOWN ON PLAN ARE AS FOLOWS: W1 MAINTENANCE ACCESS WHERE SHOWN FRAMING PLAN FLOOR - TO - FLOOR a NOTE: (AS CROSS HATCHED/SHADED REGION ON PLAN) SECOND FLOOR 1st TO 2nd W1 W1 Roof Framing Plan - Area 1. CONFIRM SLOPE & PERLINS w/ARCH. COORDINATE LOCATIONS W/ ARCH. DESIGN THIRD FLOOR 2nd TO 3rd W1 GT 2 2 GT W1 A TRUSS FOR 300 LB LIVE LOAD @ CENTER OF TRUSS BEARING 3rd TO TRUSS BEARING 2 2 2 MAINTENANCE PATH ON BOTTOM CHORD OF 2) PRESSURE/ PERSERVATIVE TREAT ALL LUMBER IN CONTACT W/ CONCRETE. W1 GT W1 GT 2 TRUSS. 5 E 2 2 E 2 2 G D E G I G D R D I I 6" R f f R f l l l p MECHANICAL UNIT p p 0 0 0 5 5 5 TYP. ROOF TRUSS PROFILE " 3 (APPROX. WEIGHT 300 LB.) 3 3 Revisions 4 CONFIRM WEIGHT WITH 3 / 1 1 MECHANICAL DRAWINGS S2.5a 2 W NOT TO SCALE - G - AND SUPPLIER. TYP. U.N.O. 2x WOOD STUD ' T R 2 I @ HIGH ROOF WALL FRAMING 2 1 TYP. D S4.3 I GE 4 X’ WOOD ROOF TRUSSES @ 2'-0" OC m—m9 " i— f A l E COORD. w/MEP FOR CHASE SIZE IN TRUSS (SEE 5/S4.1) p IB 0 R w V 5 O A ROOF TOP A 3 T HP-7 L " - L . L 2 MECH'L. AREA E 1) W1 1 M A / " R Y : I C 1 6 I D I W1 1 W1 1 D N 5 8 -4 Z7 G R A L 4 E 2 O H / " r W1 F C G 2 " / 'Z 'Z 'Z . E 2 1 77 H M / RIDGE C 1 9 2 2 2 RIDGE R F - A O ' FACE OF CONC. 7 iz~, W1 z iZzEZZZI z z. E P z E O 1/2" 5 1/2" t: S T 9 350plf 2 W1 1 1 G/L । 1 W1 1 ■ink J—ink f i l 2 p 0 5 GT SHALL NOT BEAR 3 GRID LINE LAYOUT @ FOUNDATION " ON THIS WALL VAL E L 4 T E / □ G z G Y •DETAILS- 1 D RIDGE I 2 I 2 R - COMMERCIAL GROUP ' zi G 5 1 T STRUCTURAL WALL LEGEND: 2 1 1 1 1 1 1 NOTE: INDICATES WOOD BEARING INTERIOR OR RIDGE W 2 W W W W E 1. TRUSS SPACING MAY VARY IN MECH'L AREA.TRUSS EXTERIOR STRUCTURAL WALL BELOW, SEE LOAD G D SUPPLIER TO ADJUST BID/PRICING AS REQ'D TO 1 I BEARING WALL SCHEDULE z R ADEQUATELY SUPPORT MECH'L LOADS. 2. COORDINATE W/MECH'L SUPPLIER FOR LOCATION INDICATES WOOD SHEAR WALL, SEE SHEAR WALL 2 2 2 AND WEIGHT OF ROOF UNITS THOSE SHOWN ON PLANS FOR INFORMATION ON SHEAR WALLS. ##PLF 2 ( GT GT GT PLAN ARE ESTIMATES AS OF 11/19/2020 INDICATES DRAG LOAD, THE DRAG TRUSS ABOVE THE 11 □ □ R SHEAR WALL IS TO BE DESIGNED FOR. " W1 2 2 kpff 4 / L 1 7 INDICATES 8" CMU STAIR WELL SHAFT WALL. ) W1 3 2 1 r' . S4.7 - 4 PROVIDE # 5 @ 24" O.C. VERT BARS, TYP BOND ROOF TRUSS PROFILE @ MECH'L AREA ' S 2 BEAM @ 4'-0" O.C. FULLY GROUT UP TO SECOND 9 / 5 __ 350plf 350plf S2.5a NOT TO SCALE STORY. GROUT (1)COURSE ABOVE EA FLR LEVEL E □ II □ 12 1 E l AND (2) COURSES BELOW EA FLR LEVEL. S C ( z W O S " S -k— 0 U - ' R 2 J 2 INDICATES 8" CMU FIRE WALL/ELEVATOR SHAFT. 2 T @ Y7 N PROVIDE # 5 @ 24" O.C. VERT BARS, TYP BOND I 24' - 6" S BEAM @ 4'-0" O.C. FULLY GROUT FULL HEIGHT OF E E SIBCCLT S Z S I WALL. ---- D S ^■1 CONSULTING ENGINEERS U a b R E 5 5 9100 Marksfield Road, Suite 200, Louisville, KY 40222 " T S " . . 6 A 6 2 2 (502)708-1860 2- F H - - S S ROOF FRAMING PLAN NOTES ' O C ' 4 O (2) 2x12 SP 4 2 □ R R z □ 2 1. COORDINATE W/ ARCH FOR ALL DIMENSIONS AND TO CONFIRM VALLEY O D F 2 P O S AND RIDGE LOCATIONS. ALL WALLS SHOWN ARE STRUCTURAL LOAD P BEARING/SHEAR WALLS, SEE ARCH FOR ALL OTHER NON-BEARING O E 1 ?— 1 T 2 2 W M 1 (I / Y__ G 2 x PARTITION WALLS. w 2 T . G D r ) I R 2 2. SEE GENERAL NOTES FOR WOOD ROOF SHEATHING CONSTRUCTION. O 2 ( O 1 3. UNLESS NOTED OTHERWISE, ALL TRUSSES SHALL HAVE (1)H2.5A AT 1 RIDGE C 350plf 1 1 350plf RIDGE W SAME AT ALL ALL BEARING POINTS. 14 W W W BALCONIES V- (2) 2x12 SP P 4. FOR MECHANICAL UNIT CURB BEARING. ANCHORAGE OF CURB TO S Z BLOCKINGS SHALL BE PER UNIT MANUFACTURER TO RESIST WIND LOADS 2 T K T 1 PER ASCE 7. G G x 2 2 7 3 TYP. 2 ) I 2 4. FOR OPENING AT WOOD TRUSSES: PROVIDE (2)2X6 BLOCKING AT S4.3 1 1 ( SHEATHING EDGES, SPANNING BETWEEN TRUSSES W/ LUS26-2. " " 4 4 SHEATHING SHALL BE FASTENED TO BLOCKING W/ 8d@6"O.C. / □ f / 1 1 (2) 2x12 SP 3 J_____L 3 - - 5. ROOF TRUSSES HAVE AN 8:12 SLOPE. '' " ON PLAN DENOTE ' z ' DOWN SLOPE. 4 4 4 2 à tz 2 6. FOR ALL VALLEYS & RIDGES PROVIDE 18GA. CONT. BENT PLATE. ■M E FASTENED TO TRUSSES/BLOCKING w/ (2) #12 SCREWS @12" OC, OR @ Yl_ G Y D EVERY ROOF TRUSS BELOW. 1 2 I 2 1 W R W s E 7. GT, JT, AND HT ARE GIRDER TRUSS, JACK TRUSS AND HIP TRUSS 1 I I f/ RESPECTIVELY. SEE 9/4.3 FOR GT CONNECTIONS TO POSTS. 350plf 350plf c'2 2^-M-vEz 16 z 8. SHADED REGIONS DENOTE PRE-ENG'D WOOD VALLEY SET TRUSSES BY I / zv" ■■•-Z7 SUPPLIER. ? GREGORY G.\^ S 1 2 24 2 1 BUCCOLA :★ 7 W 2 6 TYP. 2 2 W S4.6 FB Y / 27856 o 27 E L " □ 1 AL 4 " D V E / 3 4 G / D 8 3 I R - HEADER SCHEDULE 8 □ ' E 4 - 2 ' G 4 □ D MARK HEADER JACK STUD KING STUD 2 I 3 TYP. R T T S4.3 0 1 (3)2X6 SPF No. 1/2 (1)2X6 SPF No. 1/2 (1)2X6 SPF No. 1/2 2 1 RIDGE G 7 0 5 0 g T 0 4 G RIDGE . 2 2 (3)2X8 SPF No. 1/2 (1)2X6 SPF No. 1/2 (1)2X6 SPF No. 1/2 22 1 . n 8 Z 2 5 1 1 i 5 9 W W . 4 2 R 2 . 2 n 3 (3)2X8 SPF No. 1/2 (1)2X6 SPF No. 1/2 (2)2X6 SPF No. 1/2 I 1 1 D E 0 9 2 350plf G 5 5 2 n W RIDGE W . JZ E | 8 z 4 a 4 (3)2X12 SPF No. 1 (1)2X6 SPF No. 1/2 (2)2X6 SPF No. 1/2 3 | 18 R R 4 4 I 1 9 l D . G 2 1 2 E 0 5 P 5 (3)2X12 SPF No. 1 (2)2X6 SPF No. 1/2 (3)2X6 SPF No. 1/2 □ 4 1 0 U 8 4 4 | V Y A 6 J_ Y 1 (3)1 3/4"x 9 1/4" LVL (2)2X6 SPF No. 1/2 (3)2X6 SPF No. 1/2 L K L T 5 n 2 E , K Y e 1 l , 7 g l n 7 (3)1 3/4"x 14" LVL (1)2X6 SPF No. 1/2 SEE FOUNDATION PLAN 1 8 1 i o 4 T 2 C v t i s G S4.4 W i g N I s u n 8 (3)1 3/4"x 14" LVL (2)2X6 SPF No. 1/2 (4)2X6 SPF No. 1/2 o i , " □ " E x y e 6 6 L e n GT 72 GT - - , L a D ' ' 0 b 4 4 T , l GT 0 6 2 z 2 T 2 1 A T H I 1 H e t w 8 H i e e T u t e i S4.7 T/CMU STAIR WELL = 139' - 7 7/8" S u N H r 7 , I S W/ SINGLE 2x NAILER TOP y 4 , u S4.7 a e 0 1 (ATTACH W/ 1/2"Ø TITEN HD @2'-0" OC) 0 C k t 2 W i 2 W E P c k x G r n o D a e R I p w B t R GT e o . t n i O 20 A w w . e P h W1 o N T c ( 8 0 4 r 0 1 4 8 5 2 1 A 1 4 7 47 Project Number 8 TYP. S4.3 23' - 5" 6' - 4" 23' - 5" A DMK.2001 Date November 19, 2020 Sheet Number 1 Roof Framing Plan - Area A KEYPLAN S2.5a S2.5a 1/8" = 1'-0"
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