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,gk TOP OF STUD EL. 20'-4" CANOPY SYSTEM (BY OTHERS) SEE 2 S4.2 FOR FRAMING SEE ARCHITECTURAL DRAWINGS (8) #12 SCREWS AT EACHSTUD 600 T 250 - 97 CONT. (4) #12 SCREWS t Y4 x 6 x 0'-6 SEE ARCHITECTURAL DRAWINGS Y16 x 6 x 0'-6 CAP PLATE 7-7 10" x 4" x 14 GAGE CONT. BENT y if PLATE. ATTACH TO 16 CAP L PLATE WITH (8) #12 SCREWS 600 S 250 97 CONT. METAL PURLINS (SEE PLAN) HSS 6 x 6 X 3/16 CANOPY COLUMN (SEE PLAN) SECTION THRU EXTERIOR WALL AT COLUMN 1 SCALE: YAff 1 1-011 S4.2 600 T 250 - 68 CONT. T.O.S. EL. VARIES (2) #12 SCREWS (TYPICAL) (8) #12 SCREWS AT EACH STUD SEE ARCHITECTURAL DRAWINGS (4) #12 SCREWS @ 12" o.c. 600 S 250 - 97 CONT. METAL PURLINS (SEE PLAN) 600 T 250 - 97 CONT. TYPICAL EXTERIOR STUD FRAMING (SEE PLAN) SECTION THRU EXTERIOR WALL 7 SCALE: Y441 1 1-011 S4.2 400 S 162 - 54 @ 2'-0" O.C. 4" x 4" x 14 GAGE CONT. BENT PLATE WITH (2) #12 SCREWS IN EACH LEG TOP OF STUD EL. 20'-4" (4) #12 SCREWS (TYPICAL) 4" x 4" x 14 GAGE CONT. BENT PLATE WITH (2) #12 SCREWS IN EACH LEG SEE ARCHITECTURAL DRAWINGS (8) #12 SCREWS AT EACH STUD 600 T 250 - 97 CONT. (4) #12 SCREWS SEE ARCHITECTURAL DRAWINGS 1 10" x 4" x 14 GAGE CONT. BENT PLATE. ATTACH TO VERTICAL STUDS WITH (8) #12 SCREWS (4) #12 SCREWS 600 S 250 97 CONT. METAL PURLINS (SEE PLAN) TYPICAL EXTERIOR STUD FRAMING (SEE PLAN) SECTION THRU EXTERIOR WALL 2 SCALE: YA11 1 1-011 S4.2 OL T.O.S. EL. VARIES 4 x 4 x 14 GAGE METAL CLIP ANGLE WITH (8) #12 SCREWS EACH LEG (4) #12 SCREWS AT EACH STUD METAL PIER AND HEADER SYSTEM. SEE NOTE 7 ON PLANS. 600 T 250 54 CONT. STANDING SEAM ROOF (SEE ARCH.) Z - PURLIN (SEE PLAN) 0 (4) #12 SCREWS @ 12" o.c. SEE ARCHITECTURAL DRAWINGS SECTION THRU EXTERIOR WALL 8 SCALE: YAff 11-011 54.2 I $11;IP off 1 0 ..... M SECTION THRU EXTERIOR WALL 3 — SCALE: YA11 1 1-011 S4.2 600 T 250 - 68 CONT. (2) #12 SCREWS (TYPICAL) (8) #12 SCREWS AT EACH STUD TYPICAL EXTERIOR STUD FRAMING (SEE PLAN) METAL PURLINS (SEE PLAN) STANDING SEAM ROOFDECK (SEE ARCH.) (4) #12 SCREWS @ 12" o.c. 600 S 250 - 97 CONT. METAL PURLINS (SEE PLAN) SECTION THRU EXTERIOR WALL 4 SCALE: Y411 = 1 1-001 S4.2 --- V___ 6" x 2.5" Z PURLIN W12 x 14 o* 400 S 200 - 54 METAL STUDS (ATTACH TO VERTICAL STUDS WITH (4) #12 SCREWS SEE PLAN 4 x 4 x 14 GAGE METAL CLIP ANGLE WITH (4) #12 SCREWS EACH LEG 5" x 4 Y2" x 12 GAGE CONT. METAL CLIP (2) #12 SCREWS EACH SIDE (TYPICAL) (2) #12 SCREWS 4 6" METAL STUDS (SEE PLAN) 6"METALTRACK (SEE PLAN) PROVIDE 8" FLAT SURFACE AT EDGE OF DECK 6"METALSTUDS (SEE PLAN) SECTION THRU EXTERIOR STUD WALL DETAIL 5 SCALE: X411 1 1-011 ___A\,S4.2 METAL PURLINS (SEE PLAN) STANDING SEAM ROOF DECK (SEE ARCH.) - - - - 6" x 2.5" Z PURLIN 001 7 400 S 200 54 METAL STUDS (ATTACH TO VERTICAL STUDS WITH (4) #12 SCREWS 400 T 200 - 54 CONT. (2) #12 SCREWS 4" x 14 GA. METAL STRAP STANDING SEAM --------- I I (VERTICAL) ROOFDECK --------- - I (SEE ARCH.) 400 T 200 - 54 4" x 4" x 14 GAGE METAL CLIP WITH (6) #12 SCREWS EACH LEG Joel OPP so I I L 6" x 2.5" x 16 GAGE I Z PURLIN (6) #12 SCREWS ---/600 S-250-54 (ATTACH TO VERTICAL STUDS WITH 1 1 800 S-200-54 (ATTACH TO (6) #12 SCREWS VERTICAL STUDS WITH (4) #12 SCREWS 4" METAL STUDS (SEE PLAN) SECTION AT HIGH ROOF r9 SCALE: Y4vo 1 1-011 ,IS4_2 SEE PLAN 4 x 4 x 14 GAGE METAL CLIP ANGLE WITH (4) #12 SCREWS EACH LEG /— 400 T 200 - 54 CONT. // (2) #12 SCREWS 4" x 14 GA. METAL STRAP (VERTICAL) STANDING SEAM - - - - - - - - - . I ROOF DECK so - - - - - - - - - loot (SEE ARCH.) it 400 T 200 - 54 1 4" x 4" x 14 GAGE METAL CLIP WITH (6) #12 1 All L SCREWS EACH LEG SC Joel 6" x 2.5" x 16 GAGE Z PURLIN (6) #12 SCREWS --"/600 S-250-54 (ATTACH TO VERTICAL STUDS WITH 800 S-200-54 (ATTACH TO 4" METAL STUDS (6) #12 SCREWS VERTICAL STUDS WITH (SEE PLAN) (4) #12 SCREWS 4" METAL STUDS (SEE PLAN) SECTION AT HIGH ROOF SCALE: Y411 1 #-0" � �42 bennettiRpless Experience Structural Expertise Atlanta, Boca Raton, Charlotte, Chattanooga, Orlando 1964 - 20 19 Celebrating 55 Years of Structural Excellence 47 Perimeter Center East, Suite 500 Atlanta, Georgia 30346 Tel. 678 990 8700 Fax. 678 990 8701 Copyright 2019 - Bennett & Pless, Inc. All Rights Reserved B & P Job Number 18161 No.32222427 tz ,q M. STATE OF J* 0 R! ;0' ......... . .7P OVAL e %% -03-2019 04 w Q� S2 :D LU Uj z 0� zo L?U: ww < < �] >z U - >- Uj U_ U) < '0 w 000 Z < S 6'-- 3: 0 0� LU 0 < 0 Z�-) z af = LU 'Z' 'z LU 0 .,,,ozw 0 2� < It 0 0 0 'j 0 w z , z 1,) 0 w &' U 1")0- Z Uj 0 -0 UZ z �- U 2� >- LU Uj uni Z W 7- I Ch ao� _Z1) U 3: fy- D S U_ z < 0 >_ I_ T 'U 8 'U c:' 0 U- -i - C 0 Uj 0- Uj w z �!-_ -j wo U <Lo< Xa_O�D ch Q_ ICY- z jj U Z U-i In- Uj < — < U) 0� 0- Uj Uj < Uj u- X = 3: U-1 w U U Uj �_ 1: 0� Uj U F- < < 11� LU 2� Of z - D__ Ln 01 < w < a- i/_5 0 0 W> n C)_ C) 4-Ij V 0 C) 0 U _+_j . P-0 U wl 61 oe ISSUE: FOR CONSTRUCTION REVISIONS: PROJECT NUMBER 201812 DATE 04-03-2019 SfIEET NUMBER