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REVISIONS MAINTAIN MINIMUM 10'-0" GENERAL NOTES IFP 04.05.2022 UP-BLAST TYPE FAN. FAN CLEARANCE FROM ALL 1 . CONTRACTOR TO VERIFY EXISTING CONDITIONS PRIOR TO CONSTRUCTION AND NOTIFY THE DISCHARGE SHALL BE A OUTSIDE AIR INTAKES. ENGINEER OF ANY CONFLICTS WITH THE DRAWINGS. MINIMUM OF 40" FROM THE ROOF. PROVIDE CURB NEMA 3R DISCONNECT HEIGHT ACCORDINGLY. SWITCH HINGED SUB-BASE WITH LOCK & HASP U, E I z 0 VENTILATED CURB ^ U ^ SECURE ROOF CURB TO INSULATED ROOF CURB BLOCKING BELOW ROOF &" WITH 1/2"- LAG SCREWS. o FLASH & COUNTER FLASH MINIMUM (2) PER SIDE. C0 z 07 CN BUILT UP ROOF - w E �0 w _ - (2)2x6 BLOCKING BETWEEN = @)C-D O� ROOF FRAMING MEMBERS. z `r' SECURE TO FRAMING WITH E (2) SIMPSON HU46 JOIST HANGERS. (1 ) EACH END. QF IS Nql D -3 F HOOD NG * No. 67047 Exp. 09-30-2022 ROOF EXHAUST MOUNTING DETA L vivo- 6 NTS OF C NO UNISEX RESTROOM • • (E ROOF FRAMING • • • MEMBERS) • • (E) ROOF FRAMING MOUNTED ON ROOF HEF _ - _ _ _ _ (N)54"X54" TYPE II OOD (4) #10 SMS MEMBERS TOP. SEE 5/S1 .0 SEE 2/S1 . WEIGHT: OLBS (4) #10 SMS (WOOD SCREWS 8c 6/S1 .0. 1 (WOOD SCREWS W 1-1/2" AT WEIGHT W 1-1/2" AT WOOD FRAMING) 69LBS (N)1/4"AIR CRAFT ABLES FOR WOOD FRAMING " 4" METAL STUDS LATERAL SUPPORT T 3 SIDES ) 20 GA BRACE � 8 -0 O.C. MAX � - - - - - - - - NEW 20 GAUGE METAL OF THE HOOD. SEE S1 . AT 45° MAX ALTERNATE METAL STUDS @ 24" OC SIMSON HANGER MIT OR EQ. DIRECTIONS � „ WITH #10 3 SCREWS, (N) STUD BRACE © 4 -0 OC TYP. MAX AT 45° MAX 20 GA BRACE @ 8'-0" O.C. MAX (E) SST TRUSS (E) SST TRUSS (3) #10 S.M.S. (N)20 GUAGE METAL STUD DBL 2X6 J SUPPORT Q 8' O.0 TO • • � - - - - - - - - T1_ (N) 20 GAUGE METAL STUD 5/8 GYP BOARD UNDERSIDE OFE( ) ROOF. OPENING • ed CEILING 24" OC TYP UON. SEE 3/S1 . uJ C4 ;;;1-7— - E L. - 10'-0" AFF COOK w J (4) #10 SMSAREA o (WOOD SCREWS ( ) # - - - - - - - - - - W 1-1/2" AT (N)20 GUAGE METAL STUD w L J WOOD FRAMING) GYPBOARD CEILING FRAMING FOR GYPBOARD c u) F_ S-12, #6, 1" CEILING. 24" OC. SEE 3/S1 . Z _ DBL 2X6 J Q (E) ROOF FRAMING SCREWS @ 12" OC MEMBERS EL. - 9'-0" AFF Q 1'-011 - - - - - - - - - - Q O ROOF OPENING FRAMING SOFFIT DETAIL o O 5 4 - - - - - - - - - - QU w z FINISHED ROOF Q Z O Q SIMPSON H6 °° N 2X6 FRAMING 1 1"x1 l"x3"xi" ANGLE SUPPORT. o = O7 LLJ TIE (48 OC) CORRUGATED METAL ROOF, PITCH ANGLE 30 DEGREES SECURE TO WITH FRAMING " 12" SO--FIT. SEE 4 S1 (E) 2X6 FRAMING ,�. THRU BOLT, NUT & WASHER, / L.L 24" ON CENTER 0 TYP. (4) PLACES o v r I� (2) #10X3" SHEET 0 (E) 2X4 SHEET METAL METAL SCREWS FRAMING 24" OC 0 (24" OC) J" ALL THREAD, LENGTH AS ROOF DECK 2X4 CONTINUOUS REQUIRED. SECURE TO O LEDGER SUPPORT ABOVE FINISHED = w CEILING WITH DOUBLE NUTS ROOF JOISTS O N L.L SIMPSON RR0 0 0 AND WASHER HANGER 0 2X4 FRAMING 1/4" AIRCRAFT CABLE N co (2) #10X3" SHEET 0 24" ON CENTER 0 2X4 WOODEN FASCIA COMPRESSION CRIMP SYMPSON HANGER METAL SCREWS BOARD �„ (LU26) 2X6 JOIST (24 OC) #10X3" SCREWS FOR DATE 04/01/2022 ALL THREAD, LENGTH AS 2X4 CONTINUOUS WOOD WITH BEGULE. REQUIRED. SECURE TO JOB 2227 LEDGER (2,-0„ 24" OC) HANGER BRACKET ON TOP OF HOOD. BRACKET WELDED TO SHEET TITLE SIMPSON U24HOOD. ROOF DECK � PARTIAL HANGER 7)-6)$ MINIMUM 2.5" D RING WITH MOUNTING BRACKET. (2) #6X1" SHEET METAL SCREWS. ROOF JOISTS STRUCTURAL (2) #100" SHEETMETALPLAN SCREWS (24" OC) SYMPSON HANGER FURNISHED FLOOR (LU26) 2X6 JOIST DINING DECORATIVE SHED FRAMING PARTIAL STRUCTURAL PLAN PARTIAL STRUCTURAL PLAN 3 (::2 n- it 1 n- it SHEET I/4 - I 0 I/4 - I 0 S1