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VENTILATION <br /> PITCHED ROOF AT 1/300 PER IBC 1203.2, EXCEPTION: S O e S m ' <br /> VENTING PROVIDED AT PROVIDED <br /> ZONE 1 ROOF AREA REQUIRED SOFFIT AT RIDGE <br /> SOUTH ADDITION 6,374 SQ FT 3,059 SQ IN 3,326 SQ IN (64%) 1,908 SQ IN (36%) C 0 X <br /> FLAT ROOF AT 1/150 PER IBC 1203.2: <br /> VENTING PROVIDED AT <br /> ZONE 2 ROOF AREA REQUIRED PARAPET architects _ <br /> MECH WELL 304 SQ FT 292 SQ IN 607 SQ IN (100%) <br /> UN-VENTED FLAT ROOF AT CORRIDOR: <br /> 1928 43rd Ave E., Ste A <br /> Seattle , WA 98112 <br /> ZONE3 ( 206 ) 453 . 4053 <br /> shoesmithcox. com <br /> UN-VENTED-THERE IS NO ATTIC SPACE- INSULATION IS ON OUTSIDE OF ROOF STRUCTURE AND KEEPS THE <br /> DEW POINT ON THE OUTSIDE OF THE WOOD STRUCTURE. <br /> GENERAL CONTRACTOR TO ENSURE ADEQUATE VENTING IS PROVIDED. <br /> A <br /> C i ROOF STRUCTURE GRAVITY VENTS <br /> BASIS OF DESIGN: LOREN COOK GR 16x24 <br /> j// PROVIDE FLEXIBLE WALKWAY AROUND EQUIPEMENT <br /> / ON TPO ROOFING,TYPICAL <br /> ® EXHAUST VENT-SEE MECHANICAL bethany <br /> o PLUMBING VENT-SEE PLUMBING <br /> skilled nursing <br /> CONTRACTOR TO PROVIDE TEMPORARY DOWNSPOUT EXTENSIONS AND WATER DIVERTERS TO EXISTING additions <br /> THROUGHOUT CONSTRUCTION. <br /> 3.02 2235 Lake Heights Drive <br /> 0 BB I i I T GG I T T T T NN 0 <br /> I <br /> Everett, WA 98208 <br /> e <br /> . -- I I I •4.0 I I •4.02 I I I •4.02 •4.02 I I I <br /> NO PENETRATIONS OR A I41 13 DS CS DS <br /> DS <br /> r a,. '1 P1 <br /> 4PEI�INGVYITHW�' <br /> r EITHER SIDE OF AREA •4.02 <br /> I SEPARATION WALL- CI I <br /> 0 <br /> - - - - -1- - `° -I - - - <br /> I PROVIDE , <br /> I FIRE-RETARDANT o <br /> 10 SHEATHING THIS AREA 4� <br /> _ _ — __I a. .4 `♦a. <br /> ROOF TRANSITION ; _1 4 0 ► ZONE 3 SLOPE C-1...) DS',---4___ '`- ' UNVENTED . <br /> r, Bethany <br /> WRAP MEMBRANE UP ti��ti 1/4 /FT MIN <br /> ( SLOPE, RUN SHINGLES • <br /> I OVER MEMBRANE =* a 01 TPO ROOF 1 I I I I I I I I I I• <br /> of the Northwest <br /> 4 : 12 ROOF TRANSITION. <br /> : 12 �/ ���� � � DS NO. DATE REVISION <br /> 0 //' - ,,;4,r WRAP MEM BANE UP N <br /> SLOPE, RUN SHINGLES a ,- w N ©03.07.2019 DOH CRS RESPONSE#2 <br /> C OVER MEMB ANE ZONE 1 ° Cr <br /> SLOPE I u) <br /> ©03.29.2019 CITY RESPONSE#1 <br /> 4 : 12 > �© - - I - - - - - - 1- - - 1 - - 1 - - - -I- - - I - - 1- - -{- - - - - <br /> •3.02 13 I ( I I I I I 1 `•� © 05.30.2019 CITY RESPONSE#2 <br /> 1•4.0, SLOPE `�� <br /> 12'-0" 12'4" 4 . 12 SLOPE <br /> hig <br /> SLOPE 4 : 12 11 1/2 A3.02 <br /> 0 . <br /> ^' ' 1/2" ' 1/2" ' " KITCH N CO <br /> 3 10 1/� 8 1 8-0 3 11 1/ I I I 1 I I w N ".!. <br /> MEMBRANE I � IROOF SLOPE iSEEM CHANICALa Np 1/4 /FT MINI I` I I Cr <br /> I A <br /> (I) • �-POWER TO GHT AND <br /> MECHANIC L WELL PROJECT MANAGER <br /> 0 _ _ _ - _ _ - - - - _ ZONE 2 PER IMC C APTER 3 - - 0 4 JS <br /> �- \ N PROJECT ARCHITECT <br /> \ z\___ <br /> I / _ _ _ _ _ �III I I I <br /> JS <br /> r PROJECT TEAM MEMBERS <br /> `'� I I -� F- -�- I <br /> _ 1 I k'I <br /> DS oz \ _ — — — — - - TS <br /> . <br /> EXISTING ROOF I oo U \ i" \ I - - _ - DS - - 0 <br /> NO WORK THIS AREA r N N I I A I CHECK <br /> 4o 00 <br /> DS <br /> •4.0 N o -- --- 0 <br /> o Cr O — — �y `ter' -1 _ \ N-- <br /> ---._ \ N O <br /> r T T r <br /> I I �' I Eo �, 1 3 I I N - I 15 I N I II I <br /> I I I � 1— ' � I I I •4.02 I O N DS v c� I I ARCHITECT SEAL <br /> T o � ' LL Ds <br /> 7534'E SLOPE r - Minn I i \ \ 0 - <br /> EV REGISTERED <br /> -11 <br /> 4.02� 0 ® DNO E Nao __ _ - ARCHITECT `4 . 12 EC) '!""""� � ' ® CYI <br /> oOOY <br /> 9 1 4 , <br /> A3.02 o r <br /> °0 N \ \ - JOHN A. SHOESMITH <br /> 0 - - - - - _ _ STATE OF WASHINGTON <br /> zo <br /> L <br /> s....,_.."‘____., L- -a <br /> iii <br /> I <br /> N <br /> O 1- <br /> zo <br /> LV <br /> TITLE <br /> EXISTING ROOF 0i ROOF PLAN <br /> NO WORK THIS AREA _ \ Z.;) �I - - - - - ItI SOUTH ADDITION <br /> PROJECT NO. <br /> 18.03-01 <br /> W N <br /> LU N IN <br /> DATE <br /> ° � o 12/21/2018 <br /> PROJECT NETWORK PATH <br /> SHEET NUMBER <br /> 4 <br /> 0 ROOF PLAN - SOUTH ADDITION <br /> 1/8" = 1'-0" A2 . 05 <br /> COPYRIGHT©2019 shoesmith cox architects <br />