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REVISIONS <br /> 1 BLDG REV1 12/31/21 <br /> MAINTAIN MINIMUM 10'-0" <br /> UP—BLAST TYPE FAN. FAN CLEARANCE FROM ALL <br /> DISCHARGE SHALL BE A OUTSIDE AIR INTAKES. <br /> MINIMUM OF 40" FROM THE <br /> ROOF. PROVIDE CURB NEMA 3R DISCONNECT <br /> HEIGHT ACCORDINGLY. SWITCH <br /> HINGED SUB—BASE WITH <br /> LOCK & HASP <br /> �D 0,OFESS/0,y9l <br /> VENTILATED CURB \��� `MAD <br /> ^ SECURE ROOF CURB TO <br /> INSULATED ROOF CURB BLOCKING BELOW ROOF <br /> BUILT UP ROOF <br /> WITH 1/2"— LAG SCREWS. <br /> FLASH & COUNTER FLASH MINIMUM (2) PER SIDE. * No. 67047 <br /> Exp. 09-30-2022 <br /> ��9TF OF CIA�� <br /> — (2)2x6 BLOCKING BETWEEN <br /> ROOF FRAMING MEMBERS. <br /> SECURE TO FRAMING WITH <br /> (2) SIMPSON HU46 JOIST <br /> HANGERS. (1 ) EACH END. <br /> (N) SIMPSON "MIT" EQUIP'T MOUNTING CURB <br /> HANGER OR EQ. <br /> HOOD <br /> (E) ROOF SHEETHING <br /> F-1 6 <br /> ROOF EXHAUST MOUNTING DETA L <br /> NTS 0 <br /> UNISEX <br /> RESTROOM <br /> N,I /I <br /> 0° <br /> (E) 28" SST46 @ 48" OC • loll <br /> (E ROOF FRAMING • • <br /> OPEN WEB TRUSS (TYP) • MEMBERS) • • (E) ROOF FRAMING <br /> VERIFY IN FIELD (4) #10 SMS MEMBERS <br /> (4) #10 SMS (WOOD SCREWS <br /> (WOOD SCREWS W 1-1/2" AT <br /> W 1-1/2" AT WOOD FRAMING) <br /> WOOD FRAMING) 20 GA BRACE @ 8'-0" O.C. MAX 4" METAL STUDS <br /> SIMSON HANGER MIT OR EQ. AT 45° MAX ALTERNATE NEW 20 GAUGE METAL <br /> \ <br /> DIRECTIONS METAL STUDS @ 24" OC <br /> WITH #10 3 SCREWS, (N) STUD BRACE © 4,-0„ OC <br /> F'P. MAX AT 45° MAX <br /> 20 GA BRACE @ 8'-0” O.C. MAX <br /> ® (3) #10 S.M.S. <br /> (E) SST TRUSS--/// <br /> RUSS DBL 2X6 (E) SST TRUSS <br /> J (N)54"X54" TYPE II HOOD HEF MOUNTED ON ROOF <br /> OPENING r • • (N) 20 GAUGE METAL STUD 5/8" GYP BOARD - TOP. SEE 5/S1 .0 <br /> • CEILING 24 OC SEE 2/S1 . WEIGHT: 50LBS 1 / <br /> T, <br /> (D _Z4 _7___1f & 6/S1 .0. Z <br /> NEL. — 10'-0" AFF — — II — WEIGHT Q <br /> J (4) #10 SMS 69LBS <br /> o (WOOD SCREWS (4) #10 SMS <br /> W 1-1/2" AT <br /> L J WOOD FRAMING) GYPBOARD CEILING O <br /> F DBL 2X6 7 SCREWS 2 12" OC U C) <br /> (E) ROOF FRAMING o > <br /> MEMBERS EL. - 9'-0" AFF <br /> (N)20 GUAGE METAL STUD Z J (y) <br /> V_o„ x. L, SUPPORT @ 8' O.0 TO Q CO L0 <br /> ROOF OPENING FRAMING SOFFIT DETAIL n - - - - - - UNDERSIDE OF (E) ROOF. >_ 0_1 <br /> 5 4 J TYP UON. SEE 3/S1 . _ <br /> - - - - - - U <br /> AREA = U <br /> FINISHED ROOF Q - - - - - - - O <br /> 12" SOF I /S1 (N)20 GUAGE METAL STUD Q <br /> SIMPSON H6 _ _ _ _ _ _ FRAMING FOR GYPBOARD <br /> TIE (48" OC) CORRUGATED METAL (N) 2X6 FRAMING 11"x11"x3"x4" ANGLE SUPPORT. CEILING. 24" OC. SEE 3/S1 . v) U <br /> (E) 2X6 FRAMING ROOF, PITCH ANGLE 30 DEGREES SECURE TO WITH FRAMING " U <br /> 24" ON CENTER o THRU BOLT, NUT & WASHER, Li - - - a - - - <br /> TYP. (4) PLACES <br /> (2) #10X3" SHEET ~Q N ~ <br /> METAL SCREWS - - - - - - - <br /> (24" OC) (E) 2X6 SHEET METAL " ALL THREAD, LENGTH AS ROOF DECK <br /> U <br /> 2X4 CONTINUOUS FRAMING 24" OC REQUIRED. SECURE TO o _ _ _ _ _ _ _ <br /> LEDGER SUPPORT ABOVE FINISHED <br /> SIMPSON RR ° ° ° (2) #10x3" SHEETMETAL CEILING WITH DOUBLE NUTS ROOF JOISTS <br /> DATE 09/15/2021 <br /> HANGER 44� ° 2X4 FRAMING SCREWS (24 AND WASHER OC) SCALE AS <br /> (2) #10X3" SHEET ° 24" ON CENTER ° 2X4 WOODEN FASCIA SYMPSON HANGER DRAWN NOTED <br /> METAL SCREWS BOARD1„ MSK <br /> (24 OC) #10X3" SCREWS FOR ALL THREAD, LENGTH AS (LU 26) 2X6 JOIST - - - - - - - <br /> REQUIRED. SECURE TO JOB 21035 <br /> 2X4 CONTINUOUS WOOD WITH BEGULE. HANGER BRACKET ON TOP OF <br /> LEDGER 2,-0„ (24" OC) SHEET TITLE <br /> HOOD. BRACKET WELDED TO <br /> SIMPSON U24 HOOD. ROOF DECK � PARTIAL <br /> HANGER -6 <br /> MINIMUM HOOD <br /> ROOF JOISTS STRUCTURAL <br /> zz PLAN <br /> SYMPSON HANGER <br /> FURNISHED FLOOR (LU26) 2X6 JOIST <br /> DINING DECORATIVE SHED FRAMING PARTIAL STRUCTURAL PLAN PARTIAL STRUCTURAL PLAN <br /> 3 (::2) <br /> n- it 1 n- it SHEET <br /> I/4 - I 0 I/4 - I 0 <br /> S1 <br />