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shoesmith <br /> COX <br /> archiec =s <br /> t t Q <br /> 1928 43rd Ave E., Ste A <br /> A Seattle , WA 98112 <br /> ( 206 ) 453 - 4053 <br /> shoesmithcox . com <br /> 8 Cf) <br /> O T <br /> c <br /> T 0 O 7 I cf) <br /> A3.01 <br /> 1 I I I I I I <br /> I 1 3 i I <br /> g 15 I 1 I 1 <br /> 1 '4 01 44.01 I <br /> DS I D <br /> r. <br /> , DS <br /> N <br /> I r I I 11 1 11- <br /> 0 - - _ _ — -- z;-,., -h 1 _ <br /> I I 0 <br /> 4'0" ' AIJ <br /> w N <br /> DS 1 .r '3.01 - o • <br /> I— - - O <br /> 1 I I II 1 .e I I I I <br /> bethany <br /> ..".44., <br /> t••e♦►♦� .- , SLOPE SLOPE <br /> � N w T I CI+` 4'-0" 4 : 12 4 12� <br /> o I ZONE 1 0 , skilled nursing <br /> cn I I in " I ' <br /> lil ►++;•• A 1 I additions <br /> 0 - - - - - - - - - - - - - - - - - - - - - - - - � - - - - - - - - - - - - - <br /> wN O <br /> RIDGE VENT RIDGE VEN' ry j •'- NO PENETRATIONS OR <br /> F ,— — — SLOPE SLOPESL_ SLOPE �'� U °�° OPENINGS WITHIN 4'EITHER SIDE a 2235 Lake Heights Drive <br /> 4 . 12 4, 12 4 : 12 > OF AREA SEPARATION WALL- •4.01 <br /> :� PROVIDE FIRE-RETARDANT Everett, WA 98208 <br /> O - - _ CD <br /> _ _ _ - - - - - - - - - - I - _ Ail N ( _ SHEATHING THIS AREA - 1 I — — — — — — — — 7 G <br /> I <br /> 0 <br /> 3'-11 14,' <br /> LLI I E - 7'• - - - - - - - - - - - - <br /> t. <br /> DIVERTER - 1 %+ i ;cn <br /> II— <br /> cn <br /> \\\ <br /> rn <br /> _ p♦reOL <br /> ;._ Ammaii pv - ii - - -/ - - - - - <br /> 0 <br /> ti <br /> S KI""CHEN �... d. ♦t �' <br /> EXHAUST FAN- _ 15 <br /> Bethany <br /> SEE MECHANICAL © I <br /> ...„ Er. 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DATE REVISION <br /> M , MECHANICAL <br /> OD <br /> - DSO I I TPO ROOF 01.28.2019 DOH CRS RESPONSE#1 <br /> RIDGE VENT e <br /> I SLOPE SLOPE <br /> 4 = 1/4"/SLOPE FT MIN �4 : 12 1 I 4: 12� 1 ©03.07.2019 DOH CRS RESPONSE#2 <br /> O O O 4.01 1 <br /> I I I <br /> SLOPE SLOPE -� 11 04111 16'-10 7/8" <br /> 4 12 4 : 12 > ©03.29.2019 CITY RESPONSE#1 <br /> 3 3'-11 1/2' I 1 SCUPPER SUMP, 13'-0 3/8 :'-10 1/2' A 05.30.2019 CITY RESPONSE#2 <br /> fp -0-1 •4.01 f I 1 SEE 1/A8.02, TYP. <br /> CO <br /> VENTILATION 1 I EXISTING ROOF <br /> NO WORK THIS AREA <br /> © IAli 1 <br /> 4-0 � ROOF VENT, I 1 <br /> PITCHED ROOF AT 1/300 PER IBC 1203.2, EXCEPTION: A3.01 0 TYP TYPICAL A3.0 '/ <br /> VENTING PROVIDED AT PROVIDED ( 1 <br /> - SEE 7/A8.01 <br /> ZONE 1 ROOF AREA REQUIRED SOFFIT AT RIDGE I I q <br /> N I <br /> NORTH ADDITION 7,366 SQ FT 3,536 SQ IN 2,538 SQ IN (56%) 1,980 SQ IN (44%) ZONE 2 PROJECT MANAGER <br /> © I � I I JS <br /> I PROJECT ARCHITECT <br /> FLAT ROOF AT 1/150 PER IBC 1203.2: O - - - - I - - - - - - /1 - - lO I I I <br /> VENTING PROVIDED AT PROVIDED RO4� TRANSITION. JS <br /> ZONE 2 ROOF AREA REQUIRED PARAPET BY VENTILATORS d WRAP MBRANE UP PROJECT TEAM MEMBERS <br /> RESIDENT EAST: 827 SQ FT 794 SQ IN 314 SQ IN (21%) 1,152 SQ IN (79%) cn �r SLOPE, R. SHIN 16 I TS <br /> OVyR MEM:'•NE <br /> 0 <br /> CHECK <br /> UN-VENTED FLAT ROOF AT DEN AND CORRIDOR A.6 1 T (•3.01 I <br /> ZONE 3 - - -� -� — ED A I I <br /> UN-VENTED-THERE IS NO ATTIC SPACE- INSULATION IS ON OUTSIDE OF ROOF STRUCTURE AND KEEPS DEW T ZONE 3 <br /> ak ARCHITECT SEAL <br /> 16 <br /> POINT ON THE OUTSIDE OF THE WOOD STRUCTURE. T A8.01 UNVENTEDJ <br /> Z.; - - <br /> 3.01 � ' TPO ROOF I N - <br /> DS r _ <br /> 7534 <br /> GENERAL CONTRACTOR TO ENSURE ADEQUATE VENTING IS PROVIDED. ED SLOPE I —� T REGISTERED <br /> A <br /> co 1/4"/FT MIN 16 --- ' =1 = ARCHITECT <br /> 0 �.i —� ��+�+ d •4 01 I 1 <br /> © i►++♦+ +• +=,i♦ie♦♦ �i+i+e++♦O�aee' y N <br /> 4'-0" +! ei►i 114: .1 ii+ ,►ai+�+ �►A�ei+♦x o <br /> JOHN A. SHOESMITH <br /> 1 Fps <br /> 1 I ® STATE OF WASHINGTON <br /> 0 _...._ , ,,. — -•-•......4,40... ....NEW PLYWOOD •+ie+►++ee♦♦+e +♦+�+++d +'�+♦+♦+ +++♦+♦e NO PENETRATIONS <br /> I .+♦ei • ♦++ei+ *� ie♦ems♦e♦4♦"' <br /> SHEATHING & ++e♦♦+ i+e+i+i.' •�r <"' *+♦9�i•♦+♦�+ie+; OR OPENINGS <br /> ♦e♦+�+i+i+•♦i+i+ ',F, ,►+i♦♦+♦+♦1, WITHIN 4' EITHER <br /> COMPOSITION ,. - ♦„ <br /> SHINGLES TO MATCH �' SIDE OF AREA 1 I I <br /> EXISTING •.. SEPARATION WALL- <br /> PROVIDE <br /> 4,7 it FIRE-RETARDANT <br /> 1 I k `.-9" 4=A"., SHEATHING THIS © TITLE <br /> ROOF STRUCTURE GRAVITY VENTS <br /> I I • AREAA ROOF PLAN <br /> BASIS OF DESIGN: LOREN COOK GR 16x24 I I I I I I <br /> / PROVIDE FLEXIBLE WALKWAY AROUND EQUIPEMENT <br /> I I I I NORTH ADDITION <br /> / ON TPO ROOFING,TYPICAL <br /> ✓• ee PROJECT NO. <br /> ® EXHAUST VENT-SEE MECHANICAL ;►� • 0 18.03-01 <br /> �• -I yr DATE <br /> o PLUMBING VENT-SEE PLUMBING *` • cn <br /> 1 1 <br /> • <br /> I I I 12/21/2018 <br /> ` PROJECT NETWORK PATH <br /> CONTRACTOR TO PROVIDE TEMPORARY DOWNSPOUT EXTENSIONS AND WATER DIVERTERS TO EXISTING i •+•. <br /> THROUGHOUT CONSTRUCTION. SLOPE <br /> 12 3.6 ..:_!) •• (j) <br /> CI) <br /> • <br /> y. . <br /> <? SHEET NUMBER <br /> ROOF PLAN NORTH ADDITION A2 0 • <br /> 1/8" = 1'-0" <br /> COPYRIGHT©2019 shoesmith cox architects <br />