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APPROVED RESUB1 BLD2023-1623+STRUCTURAL PAGE+7.15.2024_3.29.14_PM+4378829
ro 0 c� 0 0 0 0 z w 0 H is O 0 0 a V) cD z Q 0 0 z Q J n 0 0 N O N M 45 0 z a) Ll- = The following documentation shall be available on site for the building inspector: - © COE APPROVED ARCHITECTURAL PLAN SET COE APPROVED STRUCTURAL PLAN SET ❑ COE REVIEWED CALCULATION PACKET ENERGY CREDIT WORKSHEET ' SITE PLAN • ■ ❑ CIVIL PLAN ■F] . ❑ ■ CITY OF EDMONDS BUILDING DEPARTMENT 2021 (N) 1=1253 BRACKET TO (E) 2x105 4 (N) P1000T UN15TRUT W/ (N) 1/2"0 THRU-50LT5 W/ NUTS 4 Wf USE UN15TRUT NUT5 4 WA5HER5 PER MFR SPECS (CTV) IN511DE 5Tf (N) P1000T SLOTTED UNISTRUT P IN HOOD 5UPPORT PLAN LOCATED PERP. TO (E) 2x10 J015T5 (CTV) (N) HOOD 5�FFOF,7 D 741 L (N) 1/2"0 ALL -THREAD ROD5 -OR- THRU-5005 FROM UN15TRUT TO (N) HOOD HANGER 5RACKET5 W/ NUT5 4 WASHERS 4 UN15TRUT NUT5/WA5HER5 PER MFR SPECS (CTV) (N) HOOD W/ (N) HANGER 5RACKET5 PER MFR (CTV) HOOD WEIGHT 15 50OL55 IF FULL WEIGHT U5ED FOR SEISMIC FORCE TO BE RE515TED/5UPPORTED Bl' (E) FLOOR FRAMING TH15 WOULD RE5ULT IN 62.51-55 PER HOOD 5UPPORT/CONNECTION AND THEREFORE TH15 DE51GN 15 OK 5Y IN5PECTION (E) 6x14 (PP) BM (NO DAMAGE) TYP UNO (E) OPENING FOR OLD HOOD Ti W/ (N) 2xlOs ,45 NOTED PER APPROVED PLANS (CTV) (E) 4"0 PIPE COLUMN5 (NO DAh TYP UNO (N) HOOD PER MFR W/ (8) HANG FOR 5UPPORT U51NG (N) UN15TR (N) P1000T UNI5TRUT5 @ (4) LO W/ (N) P1283 UN15TRUT BRACKET (E) 2x10 J015T5 - SEE DTL 1/H],� (N) PLENUM PER HOOD MFR W/ (4) HANGER 15RACKET5 U51NG (N) UN15TRUT 51M DTL 1/H1.0 (N ) - a SCALE: HOOD SUPPORT PLAN SEE APPROVED PLANS FOR ADDITIONAL INFORMATION ALL 5OLT5 5HALL BE A301 4 ALL 5OLT5 -AND- NUT5/WA5HER5 5HALL CONFORM TO HEALTH CODE 5TANDARD5 4 HOOD MFR 5TANDARD5 FOR PROTECTION/ETC. (E) MAIN FLOOR CON5TRUCTION BELOW (N) WALK-IN COOLER: (E) 2x6 T4G DECKING OVER (E) 2x12 JOISTS 6 12" OC W/ (E) 6x14 BEAMS 4 (E) 4"0 5% COLUMN5 04 111V A5 THE FLOOR (N) COOLER 15 13'xl' (APPROX. 905QFT) 100P5F : 905QFT = 'WOOL55 EQUIVALENT (N) COOLER 4 CONTENT5 LE55 THAN 9,000 L55 TOTAL (BY IN51PECTION) 100P5F LIVE LOAD W/ EX15TING DEAD LOAD5 RE5ULT5 IN NO OVER-5TRE55 OF (E) J015T5 (N) COOLER HA5 4' FLOOR PANEL5 FOR WEIGHT D15TRU15TION 4 15 LOCATED OL05ER TO AN (E) 6x14 FLOOR BEAM 50 W/ PANELS 4 T4G DECKING THERE 15 NO 150LATED POINT LOAD5 OR P05515LE 15OALTED DEFLECTION/CRU5HING/ETC. BELOW (N) COOLER m � q w 44 U Q • • • II • f O 00 FA