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APPROVED BLD PLN ARCHITECTURALS BLD20190-14421 .PARCEL: ALL THAT PORTION OF THE S HALF OF THE SW QUARTER OF THE NW QUARTER OF THE SW QUARTER OF SECTION 25, TOWNSHIP 27 N, RANGE 3 E, W.M., LYING N OF STATE RD N0.1-11 & S OF COUNTY RD; EXCEPT THEE 15' THEREOF, AS MEASURED ON THE S LINE; EXCEPT W 262.90' OF SAID SW QUARTER OF THE NW QUARTER OR THE SW QUARTER, MEASURED ON THE N LINE; &EXCEPT THE FOLLOWING DESCRIBED TRACT: BEGINNING AT A POINT ON THE S LINE OF SAID SW QUARTER OF THE NW QUARTER OF THE 5W QUARTER 15' W OF SE CORNER THEREOF; THENCE N 1' E 95.54' TO THE SOUTHERLY LINE OF COUNTY RD; THENCE NW ALONG THE 50UTHERLY LINE OF COUNTY RD 168.19; THENCE 51' W 87.94', MORE OR LESS, TO THE NE CORNER OF THARCT CONVEYED TO OTTO E. MARTEN &WIFE, BY DEED UNDER AUDITOR'S FILE N0.1029868; THENCE N 88°32' W 200.05' MORE OR LESS, TO THE NORTHERLY LINE OF STATE RD 1-W; THENCE SOUTHEASTERLY ALONG THE NORTHERLY S LINE OF SAID SUBDIVISION,180' W OF THE SE CORNER THEREOF; THENCE S 88°32' E 165' TO THE TRUE POINT OF BEGINNING; ALSO EXCEPT PORTION COVEEYED TO THE STATE OF WA UNDER AUDITOR'S FILE #2159660. SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WA. 1a.EASEMENTS: N/A. 2. PROPERTY TAX ACCOUNT NUMBER: 27032500302600. 3. VICINITY MAP (SEE THIS PAGE). 4. NEW CONSTRUCTION FORA 3-STORY , 4 UNIT BUILDING AT 550 PARADISE LANE EDMONDS, WASHINGTON 98020. 5. OWNER: JSRETT@GMAIL.COM PARADISE HEIGHTS HDL LLC, 24114 E. GREYSTONE LANE, WOODWAY, WA. 98020 6. CONTRACTOR: ROB MICHEL 206-930-2445 REPENT CONSTRUCTION, INC. REGENCI891K5 7305 SOUNDVIEW DRIVE EDMONDS, WA. 98026 7. CONSTRUCTION DRAWING: MICHEL DESIGN -ROB MICHEL 206-930-2445 8. STRUCTURAL ENGINEER: BRIAN LAMPE, PE., S.E. BTL ENGINEERING BRIAN.LAMPE@BTLENG.NET 9. CIVIL ENGINEER: DONNA L. BRESKE, P.E., S.E. 6621 F05TER SLOUGH RD SNOHOMISH, WA. 98290 334-9980. 10. GEOTECHNICAL ENGINEER: EARTH SOLUTIONS NW, LLC 1805-136TH PL NE, #200 BELLEVUE, WA. 98005 425-449-4704 11. LEAD DESIGN PROFESSIONAL/CONTACT PERSON: ROB MICHEL 206-930-2445. 12. ZONING: RM 2.4, 30,013.29 SQ.FT. LOT SIZE, 45% LOT COVERAGE=13,505.98 SQ. FT. 13. PROPOSED LOT COVERAGE = 4,121.10/30,013.29 = 14%. 14. 15T FLOOR =GARAGE 201: 548.72 SQ. FT. GARAGE 202: 816.80 SQ. FT, GARAGE 301: 858.14 SQ. FT., GARAGE 302: 746.66 5Q. FT. COMMON SPACE: 617.68 SQ. FT. TOTAL: 3,588.00 SQ. FT. 15. PROPOSED 2ND FLOOR = 201: (LIV) 1,986.78 SQ. FT,(DECK) 105.00 SQ. FT., 202: (LIV) 1,924.65 SQ. FT. (DECK) 88.00 SQ. FT., COMMON AREA 219.67 SQ. FT. TOTAL: 4,131.10 SQ. FT. 16. PROPOSED 3RD FLOOR = 301: (LIV) 1,979.11 SQ. FT. (DECK) 105.00 SQ. FT, 302: (LIV) 1,903.80 SQ. FT. (DECK) 88.00 SQ. FT., COMMON SPACE: 219.19 SQ. FT., TOTAL: 4,102.10 5Q. FT. 17. WIND EXPOSURE B, SEISMIC ZONE D, 501L: 2500 PSF 18. OCCUPANCY: GROUP R, CATEGORY 2, &GROUP U, CONSTRUCTION TYPE VB. 19. THIS BUILDING IS TYPE VB CONSTRUCTION. ALL BEARING WALLS, NON -BEARING WALLS, PARTITIONS, FLOOR -CEILINGS, ROOF -CEILINGS, SHAFT ENCLOSURES, &INDIVIDUAL COLUMNS &BEAMS MUST BE PROTECTED T01-HOUR FIRE RESISTIVE CONSTRUCTION IN ACCORDANCE W/ IBC CHS. 6&7. 21 GLAZING U VALUE VERTICAL = .25U (WSEC CREDIT 1b 1) VALUE OR BETTER, OVERHEAD UVALUE =.50, CEILING RVALUE=49, WALL RVALUE=21, FLOOR INSULATION R-38(WSEC CREDIT 1b 1), SLAP RVALUE=R-10 MANUAL WINDOW VENTS W/EXHAUST FAN OR TIMER IN LAUNDRY ROOM 22. COMPLY WITH 2O15 IBC,IMC,IFGC, IFG ,UPC, ALL WITH STATE AMENDMENTS, 2015 WSEC, 2015 WIAQ (WAG 51-13), EGDG-CURRENT EDITION. 23. LOT SLOPE = 7% E-W. 24. CA FILE NUMBER: CRA20170212 25. SEPA FILE NUMBER: PLN20180025 DNS 26. ADB NUMBER: PLN20180025 27. REZONE NUMBER: R-2007-28. 28. 5ET BACKS: STREET 15' (1), SIDE 10' (2) BACK 15' (1). 29. PARKING SPOTS REQUIRED: 8, PROPOSED: 8, ONE MUST BE HANDICAP ACCESSIBLE. 30. ANY NEW G.E. ELECTRIC DRYER VENT PER MFG SPECS. PROVIDE SPECS ON SITE FOR INSPECTOR TO VERIFY VENT LENGHT. 31. INTERIOR WATERFLOW ALARM NOTIFICATION PER IBC 904.11.2.2 32. FIRE ALARM SYSTEM REQUIRED. CENTRAL STATION SERVICE FOR SPRINKLER/FIRE ALARM MONITORING. 33. NFPA-13R SPRINKLER SYSTEM REQ'D ON ALL 3 FLOORS OF BUILDING PER IBC 504 INCLUDING GARAGE (NFPA,13R). 34. HANDICAP RAMPS W/ SLOPES OF 1:20 OR GREATER SHALL HAVE HANDRAILS AND EDGE PROTECTION PER ICC/ANSI A117.1 (2009 EDITON). 35. SPECIAL INSPECTIONS HAVE BEEN CALLED FOR ON THIS PROJECT &ARE NOTED ON THE APPROVED CONSTRUCTION PLANS &BUILDING PERMIT. IT IS THE OWNER &lOR CONTRACTORS RESPONSIBLITY TO ASSURE THAT REPORTS ARE PROVIDED TO THE CITY IN A TIMELY MANNER. BE ADVISED --IF SPECIAL INSPECTION REPORTS ARE NOT FORTHCOMING, THE BUILDING OFFICIALS MAY ISSUE A STOP WORK ORDER & NO CITY INSPECTIONS WILL BE PROVIDED UNTIL SUCH TIME AS THE REPORTING AGENCY HAS COMPLIED &REPORTS ARE REVIEWED &APPROVED BY THE CITY. 36. SPECIAL INSPECTION REQ'D: 37. SEPERATE PERMIT REQ'D: 38. FLAME SPREAD FOR ENCLOSED VERTICAL EXITWAYS 0-25 CLASS A ,OTHER EXITWAYS 26-75 CLASS B, ROOMS OR AREAS 76-200 CLASS C. 39. PROIDE F&T STOPS PER IBC. 714. 40. SITE BENCHMARK: RIM OF EXISTING CATCH BASIN #3 IN THE RIGHT OF WAY OF PARADISE LANE ELEVATION: 243.86 41. VERTICAL DATUM: W.C.C.S. SURVEY CONTROL DATABASE -POINT ID: 2067 FOUND MAG NAIL W/ SNOHOMISH COUNTY TAG ELEVATION: 192.96' 42. MAX HEIGHT-30', MEASURED FROM AVERAGE ELEVATION OF UNDISTURBED 501E AT CORNERS OF EXTENDED BUILDING RECTANGLE, SUBJECT TO FIELD CHECK BY BUILDING DEPARTMENT. 43. TRANSIT SHALL BE SETUP FOR INSPECTOR AT FRAMING INSPECTION TO CHECK HEIGHT OF STRUCTURE. 44. LOT LINE &SETBACK STAKES MUST BE IN PLACE AT TIME OF FOUNDATION INSPECTION. 45. ADDRESS NUMBERS (12" HEIGHT ON APPR. CONTRASTING BACKGROUND) SHALL BE POSTED PLAINLY VISIBLE &LEGIBLE FROM STREET OR ROAD FRONTING PROPERTY. 46. PROVIDE FIRE ESTINGUISHERS PER NFPA STANDARD 10-1. 47. ALL NEW EXTENDED, RE -BUILT OR RELOCATED ELECTRICAL UTILITY & OR SERVICE SHALL BE PLACED UNDERGROUND. 48. ACCEPTABLE TIGHTLINE MATERIAL SCH 40 PVC OR EQUIV, SDR 34 (ASTM D3TM D3034). 49. ANY REQUEST FOR MODIFICATION, VARIANCE OR OTHER ADMINISTRATIVE DEVIATION (HEREINAFTER VARIANCE) MUST BE SPECIFICALLY CALLED OUT &IDENTIFIED. APPROVAL OF ANY PLAT OR PLAN CONTAINING PROVISIONS WHICH DO NOT COMPLY WITH CITY CODE & FOR WHICH A VARIANCE HA5 NOT BEEN SPECIFICALLY IDENTIFIED, RE -QUESTED &CONSIDERED BY THE APPROPRIATE CITY OFFICAL IN ACCORDANCE W/THE APPROPRIATE PROVISION OF CITY CODE OR STATE LAW DOES NOT APPROVE ANY ITEMS NOT TO CODE SPECIFICATION. 50. COORDINATE WITH FIRE DEFT FOR LOCK BOX AUTHORIZATION &INSTALL. 51. SPECIFY TIMBER SPECIES AND GRADE OF ALL LUMBER, PLYWOOD INDEX FOR ALL SHEATHING, MATERIAL SPECIFICATIONS AND NAILING SCHEDULES SEE SHEET S1 52. ELEVATOR EQUIP ROOM BTU/HR = 8,108 GOOLI NG RATE _ (1.08X(46)) = 1.08X46 = 49.68 FAN CFM = 8108/49.68 =163 53. BY TIME OF FINAL INSPECTION, DOCUMENTS MUST BE SUBMITTED VERIFING THAT CONDOS HAVE BEEN RECORDED WITH SNOHOMISH COUNTY OR SUBMIT COMPLETE APPLICATION FOR LOT CONSOLIDATION. 54. PLAN CHECK #: 55. BUILDING PERMIT NUMBER: XXXX-XX EXP. X.X.20 TART ,F COVER SHEET: P1 VICINITY MAP FLOOR AREA SUMMARY PROJECT INFORMATION P2 PLOT L1 LANDSCAPE PLAN ARCHITECTURAL: A1.1-2 ELEVATIONS A2 1ST FLOOR PLAN A3 2ND FLOOR PLAN A4 3RD FLOOR PLAN A5-6 DETAILS A7 ROOF PLAN A8 CROSS SECTION STRUCTURAL DRAWINGS: S PAGES BUILDING ENCL05URE: BE1-2 3/17/2021 BUILDING ANALYSIS OCCUPANCY: R2,U CONSTRUCTION TYPE: V-B ALLOWABLE HEIGHT (NFPA 13R): 60' ALLOWABLE STORIES: 3 STORIES ALLOWABLE FLOOR AREA: 7,000 SQ. FT, ALLOWABLE BUILDING AREA 7,000 SQ. FT. X 3 STORIES = 21,000 SQ. FT. ACTUAL HEIGHT 32'-4-1/2" ACTUAL 3 STORIES ACTUAL AREA: 1ST FLOOR: 3,588.00 SQ. FT 2ND FLOOR: 4,131.10 SQ. FT. 3RD FLOOR: 4,102.10 SQ. FT. ACTUAL BUILDING AREA:11,821.20 SQ. FT. Prescriptive Energy Code Compliance for All Climate Zones in Washington i�. . � r '• - �L, .•� 1, .ei�n.( bdwrn.�.v, 309 s Todd Echelbarger 20fi-920-3673 This protect wNl use the requven►ents of the Prescriptive Path bebw and incorporate the the minimum values I�sted. In eddtbon, based on the size of the structure. the appropriate number of addittonsl credits ere checked as chosen by the permit applicant. Auth•�rlyd F2epeSrn:at.�r AN CWllid ZOfIN R•Vdw' U-Factor Feriesbation U-Factor' n!a 0 30 Sk ht U-Facto Ma 0 50 Glazed Fenesbebon SHGC°' nla rva ceiw �q o o2s Wood Frame WaN'"" 21 wK 0 OSs Mass WaN R-Value' 21�21" 0 OSs Floor 30' 0 029 Bebw trade wall' 1 t 1 tnt • 0 042 Slab' R-VaAre a 10 R n,'a 'Table R�02 1 t end Table R102.1.3 Foolndea Irxk�dsd on Papa 2. Each dwelling unit M a naldaMlal bull lolbwtng minimum number of uedlb: Uat� auAlclent optlons ftf+ont TabN tL�0i2 so as to acttlew tM t . Small DvwMNtg Unit: 1.S aedlb Dwelling units less Men t 500 square feet n conditioned 11oOr area vrltfi leas tttawi 300 tiquare teat d lenesbatan area. Additions to ex,stinq L�ddmg that are greater than 540 square het d Nealsd Aoor area but less than t 540 square t•'dt '.. Medium Dwelling Unit: �.S credits All owelhnq uns that are not included in st ,x ir3 E>tception: Urwinq urns serving R-2 oeapancies shall requrce 2 5 aedrts. t. Large DwNllnp Unit: �.S credits Dwelbnq units exceeding 5000 square feet of condtioried floor area. 1. Additions less than S00 square feet: .S cndtts Table R406.2 Summary t a E1NtM�M Envebpe t a O.S 1.0 �� 0 1 ' 1200 kvvh 0.0 3. SO 1 b Ef�r�ant En t b 1.0 t c Ef�r�arlt Envelope t c 20 td EMIdMM En td O.S 2a Air Ccnbd and EAic�erit Ventilation 2a O.S 2b Alt t:ontrd and Effiaerit Ventilation 2b 1.0 2c Air t,,or►trd end Efhaerit Ventttabon 2c 1.S 3a E FNAC 3a 1.0 3b E HVAC 3b 1.0 3c Ftigh EMlcsency FNAC 3c 1.S 3d Fit EHlren FNAC 3d 1.0 4 FMgh ENlaericy HVAC Dist • ,n System 1.0 Sa EMicierx Water Heat+rt 5a Efficierx Water Mealrq 5t� O.S Sb t 0 Sc EMtwrN Water Sc t 5 Sd Eftictent Water Ffaarrtq Sd 0 5 s RervawaDle Electric E 0 5 Total C►�dks ti Elm St 4d� 3 'QO, N � � 548 Paradise' y � AA W 7 WAY Ln � " � D � -- � 10� N N O a O A � D L S � t7D D Algonquin Rd Soh St S W � �0,� y D > � O� 0�.L t o �'y r��k � S peep Vt � � L a � V O � D �O � 6,; o Wachusett Rd 0 a v 1 �o VICINITY z c� W Q z C7 W A C7 z A a f� N 0 N 3 0 3 a� N O 0 �. REVISIONS: 7.21.20 10.14.20 10.14.20 ELEVATOR PENTHOUSE: 298.34' w 0 �� ❑ ❑ �0 0 0 Q � � � J _ W io SCALE: i/4" =i'-o" SCALE: 1/4" =1'-0" u� ❑C o� ❑C ■� ELEVATOR PENTHOUSE: 298.34' E) N N MAX HEIGHT: 296.30' N ' ACTUAL HEIGHT: 295.16' �- _ � N N C� 3KD FLOOR: 283.16' D FLOOD: 274.08' AVE GRADE: 266.30' ' 1ST FLOOR SLAB: 265.00' (EAST) N N 15T FLOOD SLAB: 262.80' (WEST) 3/17/2021 z I= l 1 � � \V\� N fN O �� r ^ � � v, Ww A U H w Q O w REVISIONS: 7.21.20 10.14.20 10.14.20 EXISTING 61ZA SCALE: 1/4" =i'-o" � �1 ��,�iaQ�ia4asx�ia4�iaQ�ia4aiaQ�ia:'' -�'� �� r��r��r��r��r��r��r��r��r��r�.-:� I I� F � �- �- i�a�o�i►�i►�s►�a�i►�a�i►�aC�aC�aC�a • 4�'4�'nS�'+a�'+a�' i n n n n n n n n n n n n n n n n n SCALE: 1/3" =i'-o" ❑� ■ THOUSE: 298.34' 296.30' iT: 295.16' r- •: 06.30',,, �B: 265.00' (EAST) SLAB: 262.80' (WEST) VATOR PENTHOUSE: 298.34' N N MAX HEIGHT: 296.30' N_ ACTUAL HEIGHT: 295.16' _ � N ..................................�I................ y............... �� 3RD FLOOR: 283.16' 2ND FLOOR: 274.08' - AVE �RADE�.266.30' ' T FLOOR SLAB: 265.00' (EAST) N N 1ST FLOOR SLAB: 262.80' (WEST) z I= � � N fN O I� � VJ �p O Ww A Q V 'T3 O z g3g � �..i a5, Q p. � o V �� , o REVISIONS: 7.21.20 10.14.20 10.14.20 r ELEVATOR EQUIPMENT ROOM •135° HEAT DETECTOR @SPRINKLER HEADS •PROVIDE FRESH AIR THROUGH 4" DUCT •EXAUST FAN TO MAINTAIN A MAX. TEMP OF 90° & VENT TO OUTSIDE AS REQ'D BY MFG SPECS ELEVATOR NOTES •UNHEATED SPAGE•GONTINOUS RIM @FLOORS. •INSTALLATION OF ADDITIONAL ELEVATOR DOORS SHALL NOT VIOLATE LISTINGS OF ELEVATOR (Tl'P) MECHANICAL CHASES •CONTINUOUS RIM @FLOOR. SPRINKLER ROOM •FIRE ALARM CONROL PANEL IN SPRINKLER ROOM W/ CENTRAL STATION SERVICE MONITORING •ANNUNCIATOR IN LOBBY STAIR NOTES •MAINTAIN REQ'D 1 HR STAIRS ENCLOUSURES &MIN 6'-8" HEADROOM @STAIRS •ELECTRIC HEAT 40 MIN.TEMP 1 WATT PER SQ. FT. UNHEATED SPACE •STAIR BACKING FOR HAND RAIL •CONTINUOUS RIM @FLOOR. •BASEMENT STAIR: RISE = 6.81" RUN =11" ALL OTHER STAIRS: RISE = 6.72" FIREPLACE NOTES •'0' CLEARANCE FIREPLACE W/ DIRECT VENT FACTORY BUILT FIREPLGE SHALL BE INSTALLED PER MANUFACTURER'S SPECS AND SHALL HAVE APPROAL LABEL ATTACHED 5/8" TYPE "X" GWB TO ROOF SHEATING FIREPLACES &STOVES MUST BE D.O.E CERTIFIED & LABELED AS SUITABLE FOR USE DURING A FIRST STAGE BURN BAN. PROVIDE ONE OPENABLE ESCAPE WINDOW IN BASEMENT & IN EACH SLEEPING ROOM MEETING ALL THE FOLLOWING REQUIREMENTS: 1. AN OPENABLE AREA OF NOT LESS THEN 5.7 SO.FT. 2. A MIN. CLEAR HEIGHT OF 24" 3. A MIN. CLEAR WIDTH OF 20" 4. FINISHED SILL HEIGHT OF NOT MORE THAN 44" ABOVE THE FINISH FLOOR. 5. ALL WINDOWS TO INCLUDE FRESH AIR VENTS OR METERED FRESH AIR SUPPLY @FURNACE 6.ALL WINDOWS &DOORS HAVING ACCESS TO EXTERIOR OR UNHEATED TO BE SEALED PER SEC. 402.4.1.1(WAC) • RECESSED LIGHTING TO BE IC RATED • ALL TYPE "B" DECK SURFACES TO BE NO MORE THAN 4" BELOW INTERIOR FLOOR LEVEL •ALL TYPE "B" FRONT DOORS TO BE 2'-10" MIN. &ALL DOOR THRESHOLDS CANNOT EXCEED 1/2" PER 404 •ALL DWELLINGS MUST BE TYPE B ,OPT. B •ALL REQUIRED DOOR HARDWARE TO MEET IBC CHAPTER 11 & EXITING PER 1010.1.9.1 IMC TYPE B OR L VENT CONNECTORS REO'D ON FUEL -BURNING APPLIANCE IN UNHEATED SPACES HYDRONIC HEATING SYSTEM APPROVAL BY THE WATER SURVEYOR DOES NOT RELIEVE THE CUSTOMER OF THE RESPONSIBLITY TO COMPLY W/ THE REQUIREMENTS OF OTHER AGENCIES HAVING JURISDICTION. APPROVAL OF THIS PLAN DOES NOT VEST THE BUILDING OR PLUMBING SINCE FUTURE CHANGES IN THE CUSTOMERS WATER USE MAY INCREASE THE ASSESSMENT RISK &THE SURVEYORS PROTECTION REQUIREMENTS. IMC. CHAPTER 12 BUILDING INSPECTORS MUST OBSERVE A HYDROSTATIC TEST ON THE HOT WATER SUPPLY LINES &THE PANEL SYSTEM. •TEST:100 PSI WATER PRESSURE OR 1-1/2 TIMES THE OPERATING PRESSURE, WHICHEVER IS GREATER. MIN 30 MINUTES TEST. •PIPING EMBEDDED IN CONCRETE MUST BE PRESSURE TESTED PRIOR TO POURING OF CONCRETE AND BE MAINTAINED DURING PLACEMENT. • GARAGE HEADROOM TO BE MIN. OF 7'-0" CLEARANCE FROM ALL PIPES, SPRINKLER HEADS, DUCTS, BEAMS, & INSULATION, ETC. •MIN. HEADROOM CLEARANCE OF 7'-6" IS REQ'D IN ALL HABITAL SPACES, & 7'-0" IS REQ'D ELSEWHERE •LOCATION OF EMERGENCY LIGHTING SHALL BE APPROVED BY FIRE MARSHAL •REO'D WHEEL STOP @ALL PARKING STALLS •EXHAUST OUTLETS TO BE A MIN. OF 3'-D" FROM BUILDING OPENINGS & 10'-0" FROM SUPPLY AIR INLETS (TYP). •DOUBLE CHECK VALVE INSPECTION REQ'D BY CITY CROSS CONNECTION CONTROL SPECIALIST PRIOR TO HYDRO STATIC TEST OF FIRE SPRINKLER SYSTEM. • ACCESS TO DOUBLE CHECK VALVE MUST BE WITHIN 5' ABOVE FINISHED FLOOR OR A 30"X30" MIN PLATFORM MUST BE INSTALLED FOR ACCESS •WALLS SEPARATING DWELLING UNITS FROM COMMON AREAS (STAIR ENCLOSURES, ELEVATOR SHAFT, ETC) MUST HAVE AN STC OF 50 OR MORE •SMOKE &DRAFT -ASSEMBLIES IN LOBBY,1-HR AREAS & ELEVATORS/ ENTRY LOCATIONS SHALL HAVE A FIRE PROTECTION RATING OF NOT LESS THAN 50 MIN. &BEAR AN APPROVED LABEL IDENTIFING THE RATING OF THE ASSEMBLY FOLLOWED BY THE LETTER "S". DOORS SHALL BE MAINTAINED SELF -CLOSING OR BE AUTOMATIC CLOSING BY ACTIVATION OF A SMOKE DETECTOR ADDITIONAL PLUMBING REQUIREMENTS: •MAIN BUILDING SHUT-OFF REQ'D ON WATER SUPPLY LINE. •PRESSURE REDUCTION VALVE ON MAIN WATER SUPPLY LINE REQ'D BY CITY CODE •EXPANSION TANK REO'D ON EACH HOT WATER TANK. •VENT HOT WATER TANK RELIEF VALVE DIRECTLY TO THE OUTSIDE •HOT WATER HEATER MUST BE SEISMICALLY ANCHORED OR STRAPPED @POINTS WITHIN THE UPPER 1/3 &LOWER 1/3 OF ITS VERTICAL DIMENSION. @THE LOWER POINT, A MIN. DISTANCE OF 4" MUST BE MAINTAINED ABOVE THE CONTROLS W/ THE STRAPPING •PROIVIDE INDIVIDUAL SHUTOFFS FOR EACH UNIT •1" AIRGAP REQ'D ON DISHWAHSHER •ALL SHOWERS HEADS TO BE EQUIPPED WITH FLOW CONTROL DEVICE TO LIMIT FLOW T01.75 GPM •AIR SWITCH FOR DISPOSAL IN SINK •ALL HOTWATER PIPES MUST BE INSULATED WITH R-3 INSULATION PER 2015 WSEC SEC 403.5.3. � 2X6 @ 16" O.C. STUD WALL W/ R-21 INSUL. 2 HOUR WALL � 2X6 @ 16" O.C. STUD WALL W/ R-21 INSUL. ® (2)2X4 @ 16" O.C.,1" AIR SPACE � 1 HR METAL STUD WALL (AFTER ELEV. INSTALL) � 2X4 @ 16" O.C. � 2X6 @ 16" O.C. � WOOD COLUMN OA PROVIDE OUTSIDE AIR FOR FURN. &WATER HEATER (RELIEF MUST VENT TO OUTSIDE (NOT GARAGE) I`�, i 22"X30" ATTIC ACCESS (30" MIN. VERT. CLEARANCE II � �I WEATHERSTRIP & INSUL TO R-49 � "NO EXIT" SIGN O 120V SMK DET W/BATT BACKUP (INTERCONNECTED) ■ FIRE DETECTOR INTERCONNECTED EMERGENCY LIGHTING W/BATT BACKUP ��' INDICATES ILLUMINATED EXIT SIGNS W/ BATT BACKUP CONTROL JOINTS BARRIER FREE DIRECTIONAL SIGNAGE LOCATION FUTURE GRAB BARS: PROVIDE BLOCKING ® HORIZONTAL CENTERLINE POSTION = 35" FROM FLOOR PER IGG/ANSI 609.4 CARBON MONOXIDE DETECTOR PER IRC 315 a�I�II I II 1 � - - - - - - - - - - - - - - - - - - - - - - - - I r , - - - - - - J I I I II 2'10-1/21I Z1311 I----16'11"---------------------------' 141 2131I III 215-1/2" 5' '-- -------------------- 1�'ro"---------------� 10' ---, I I I HRE HOLD PER I C 1104; I I I I IC A117.1-09, 02 I m 1/2" EVEL D NO STEE ER THEN 1:2 I I 2020 2020 I I � � � � ® E - I I II • O� �� o � o I .� � z �x � x I II � � � = Z � � I � I r � , � , � � � I I � � �" �' � � � � � I � � T 6' r 4'10-1 2" I - I I II � 16070 OVERHEAD DOOM C� rn � � = I 16070 OVE';RHEAD DOOR I , � � N o I o ,,� � = c �� mmz o = I � � � Co �? Cn x��a I I ---I II I N Z� �'� �' O � ��a I I Ul _� m I ^ m� N4J � �zY �� N � ^ (a) � rp p� n � � - -I m � rn � � � � F---� � yx�� ' ZZ 0 � Z = � - o _ 4J � F--� � � � I I C I � D -� m �j6 4 n z =_� �� W Z N m _ � � - � _ x -� � � � ' I rn N g �..� � ��'" � I I II 11 4 12 m��o 47 I I II 2 27 I 410-1 II 2 � � � � � Ql ["� (, 1 W � � mmN � > m z z N �� rn , w � I N � N -� O � m y n' I-� O I Yc� N � < ��w�rn� '/� ��_ f C7 I = `� m�- � � � � , � �T76�Z ,cSi� �' � � Q I I =Y C� � N = m < O � ��„G�m�� mOm p�G� Y 9 ��a pmcz- CA � I I rn� ND��76 �o�=� x Y�� N�mm� � N I c� C� '�'O o o '"" xrny N -- ' II � C m - y z�� I z � m �oz� � Y� _ I � � m onm�o 7a zT�m �n I ��- 1 � � m � � � D II 22'10-1/2" 12'4-1/2" 2' 2'5-1 2' 9 -1/ D � a 9'5-1/2" 14'7" 4'6" I z ..p I W � - T _ o � � ; x I I � I n m�Op RT�N� I I N S --6 � � � ```` �� N I I � I I � � \` � (mj�� Z Z m z z I I I � /��' �� 6> m� � �� N I \ I r n �Z� _ ��m '�, � � � I = � J ymT mm � �O � 7Q I N I I � � ^ � � X rn N _ ^ �I J � O� m � N � I I ly� ® � �o I f � � I rM�'JI ',, ^ XJ � hh//-�--��{{ I I,�, � '�, � j � I N � I � � /`� ,� � 12'4-1/2" 2' 2'5-12' '� I F� � � y � '� I t> a o I ' - I I � � �� R=i � m J '� � N � �� N �� Z � I I I - - N � � N � O II U' rn � � r�o� � �'_ N � ' I I N O � � a RI N II � z xmm � �' I I G1 W �m � x m �co r p �', ', I I 2 zm r �� /� � I I I mrn � � Nn LTJ � � � I 16070 OVERHEAD DOOR � '� c� "r' I 16070 OVERHEAD DOOR �_ rn �, � I I N N � � x I � N y � � � � I N � _ o I I � � I I I I � � D , o � I I THRESHOLD PER IBC 1104; I � i1i I C A117.1-09, 402 /2" BEVE ED NO 5TE PER THEN 1:2 I II I II 3 8 2 3 I 11 I 23 � �I 3-1/2 II 2 2 5-1/2 13 4 I 20 �"i�f I- 82'6"--I I ----------------------------I ALL UNITS ARE TO BE TYPE "B" UNITIS PER ICC-ANSI A117-1 SECTION 1004. INSTALL SOLID 2X BLOCKING FOR FURTURE GRAB BARS IN ALL BATHROOMS CLEAR FLOORS AREAS ARE INDICATED IN THE TYPE "B" BATHROOMS AND KITCHEN CERTIFICATE WILL BE POSTED IN FURNACE (OR OTHER APPROVED AREA) WITH THE FOLLOWING INFORMATION: R-VLAUNES, U-VALUES,RESULTS FROM DUCT SYSTEM TEST AIR LEAKAGE TESTING, RESULTS FROM BUIDLING ENCELOPE AIR LEAKAGE TESTING, TYPES AND EFFICIENCIES OF HEATING, COOLING ,AND SERVICE WATER HEATING EQUIPMENT PER R401.3 DUCTS ARE REQUIRED TO BE INSULATED TO A MINIMUM OF R-8 PER R403.3.1 THE DWELLING IS REQUIRED TO BE TESTED &VERIFIED AS HAVING AN AIR LEAKAGE RATE NOT EXCEEDING 3 AIR CHANGES PER HOUR PER R402.4.1 MECHANICAL DUCTS ARE REQUIRED TO BE SEAL TESTED IN ACCORDANCE WITH 403.3.2 TESTING TO COMPLY WITH WSU RS-33. EXTERIOR HEADERS ARE REQUIRED TO BE INSULATED WITH A MIN. OF R-10 INSULATION. CORNERS OF STUD WALLS ARE REQUIRED TO BE FULLY INSULATED. MECHANICAL SYSTEM PIPING ISOLATED MIN. R-6 PER R403.4 SCALE: 1/4" = 1'-0" 201 GARAGE: 548.72 SQ. FT. 202 GARAGE: 816.80 SQ. FT. 301 GARAGE: 858.14 SQ. FT. 302 GARAGE: 746.66 SQ. FT. COMMON SPACE: 617.68 SQ. FT. TOTAL = 3,588.00 SQ. FT. TOTAL AREA FOR OCCUPANT LOAD GARAGE 201: 548.72 SQ. FT./200 = 2.74 GARAGE 202: 816.80 SQ. FT. /200 = 4.08 GARAGE 301: 858.14 5Q. FT./200 = 4.29 GARAGE 302: 746.66 SQ.FT. /200 = 3.73 COMMON AREA: 617.68 SQ. FT./200 = 3.08 TOTAL: 18.00 z W Q 0 u 0 a z c� � N p"� O rr^^ M vJ � O W A 0 3 � � °o z � '"' a>, A a �, o 1 10.10.19 REVISIONS: 7.21.20 9.15.20 10.14.20 PRINTED: ss r ELEVATOR EQUIPMENT ROOM •135° HEAT DETECTOR @SPRINKLER HEADS •PROVIDE FRESH AIR THROUGH 4" DUCT •EXAUST FAN TO MAINTAIN A MAX. TEMP. OF 90° & VENT TO OUTSIDE AS REQ'D BY MFG SPECS z W Q z c� � N F"� O rr^^ iT vJ � O W O A �� 1I�'� 3 V 'O O z '"' a>, Q� a �, o 1 ELEVATOR NOTES - r-� �o �m� � ��"'�a'r" �� "� I I _m �„ _ �= c� �o Gl�-• ZD76 �m�O O� �o� N •UNHEATED SPAGE•GONTINOUS RIM @FLOORS. � = Z � ;,� � � � °' � � 7Q � �_ � � � 7° � `"—"—"J - � � � N � � 5070 SLIDER � •INSTALLATION OF ADDITIONAL ELEVATOR DOORS SHALL rn � D - � °' °' -' �_ � _ ' -°^ zv _ � (� c � O Gl �Yc �� „ � m NOT VIOLATE LISTINGS OF ELEVATOR (Tl'P) � _ � Y ;� � � m "' �" � � 2'1" �' 4' � 8' 8'1-1/2" MECHANICAL CHASES � � _ � `" °' D m \ W m W m � � � •CONTINUOUS RIM @FLOOR. O � 76 �� N SPRINKLER ROOM - �'N� � N 13'1" 4'8" N 6'1-1/2" 2'3" 1' 1/ 3' /2" '11-1/2" 10'4" '11-1/2" 5'5-1/2" 3;Z= � N •FIRE ALARM CONROL PANEL IN SPRINKLER ROOM W/ � "� CENTRAL STATION SERVICE MONITORING = � > w> Z N � O max' �mNm rn r •ANNUNCIATOR IN LOBBY o �,� � O O STAIR NOTES N � W � 0 0 0 OO � �°�>� D o 11 I 1 I I I \ I I I I I I I I I I I I I I I I I m Z 1�~� m �� T m ^ - 6 4 79 � 711-1/2 111- 2 107 12 4 47 - ��mv�^� o A� � G-' H •MAINTAIN READ 1 HR STAIRS ENCLOUSURES &MIN 6-8 - � O HEADROOM @STAIRS •ELECTRIC HEAT 40 MIN.TEMP 1 WATT = x > � > ° ° m � m > � � � `� � r H rn PER SQ. FT. UNHEATED SPACE •STAIR BACKING FOR HAND r^ � � --�, ~ m `rn � m � � m � �o C7 N rn � H � r- � � � � N RAIL •CONTINUOUS RIM @FLOOR. •BASEMENT STAIR: CN 3 68 � Alp 3 = o � � m o > � y � � _- RISE = 6.81" RUN =11" ALL OTHER STAIRS: RISE = 6.72" � BAR DOOR _ i / � � Z � � O � � T � � � = g N Z � � Q � O O � � O N W N � N - i � a� @ DOO�>? aro�� _ O �� >mzm\ [?J � mAAz�� }y y Ill f� FIREPLACE NOTES N � o � _ _ _ � m'� o>�=I � � < ��ATN� N=�� a� �_ � � � •'0' GLEARANGE FIREPLACE W/ DIRECT � � c� � � � c� � � I \ � _ � � ' N � � rn � � Z � N � � � O VENT � � � � � � Y • I .. � / m \ r m N �I FACTORY BUILT FIREPLGE SHALL BE INSTALLED PER O_ � y � • � � � � y � I �II I II I III II I II D m z z �T1 O1 MANUFACTURER'S SPECS AND SHALL HAVE � O � � n i � • ID �� / 1/2 111-1/2 m � � � O APPROAL LABEL ATTACHED � � i � � � � � � � � � � _ � y 7'6-1/2" 7'6-1/2" w 10 rnD�Dr Z (a7 � 5/8" TYPE "X" GWB TO ROOF SHEATING p� '�,, i '/�1 j ,,� - - - - - - - - - - - - - -' ` 11 � 1 O I I o N - � O � L J FIREPLACES &STOVES MUST BE D.O.E � N ° ° ° ° - o m � � r 1 Q ^� CERTIFIED & LABELED AS SUITABLE _ _ v FOR USE DURING A FIRST STAGE BURN - � � � y � N � O �/ O BAN. N ° ° ° ° � < • c__. Z . — , , - - _ _ � O = F=1 N < � -n - i � � ^ _ - F--1 IBC ; No ,- _ a � � 5T8-1/2'I � .�, - H PROVIDE ONE OPENABLE ESCAPE WINDOW IN BASEMENT ' � 6� - N c> � � „_!;_;;_;;_'- ;;_; �_ � F,..., CI) ' � O ; � c3� 9'3-1/2" 6' 9'3-1/2" 1' �� rT, & IN EACH SLEEPING ROOM MEETING ALL THE N v ;' � x �, -I' � i---a 2 p I I � I � � y i � i O � p = O � O FOLLOWING REQUIREMENTS: U� �-- � • � � m • < c0 � I I I � � � � � � � � 1. AN OPENABLE AREA OF NOT LESS THEN 5.7 SO.FT. _ �'� N = n O N � � � n � CSC � CLE R � �'""� � � �l � � i � Q � 2. A MIN. CLEAR HEIGHT OF 24° � �'�, � -� 6� r N p O rn I /4► PA � � O � - 3. AMIN. CLEAR WIDTH OF 20" '�,,0 � � � � � � `"—"—"y "—"—' � �� I II � ' � �' -, D z 34 z 7 ��----�� co 4. FINISHED SILL HEIGHT OF NOT MORE THAN 44" ABOVE � � x �N - - - - - - - - - - � LAUNDR � � _ THE FINISH FLOOR. � � _ � VIN L W � � i 5. ALL WINDOWS TO INCLUDE FRESH AIR VENTS OR METERED 0> CSC �-t n � ' 7'4-1/2" 4'1-1/21I I _ II 18-1/2' 6'2-1/21I 21 II 14'S'I 21511 6'7-1/21' 2'8'I m r � y C---� .� FRESH AIR SUPPLY @FURNACE � 30 8 � O 76 r--� � i 6.ALL WINDOWS &DOORS HAVING ACCESS TO EXTERIOR OR N � BARN DOOR Co � O � UNHEATED TO BE SEALED PER SEC. 402.4.1.1(WAC) � � � � w � _ � A� y � Z � _; < i i U? • RECESSED LIGHTING TO BE IC RATED • ALL TYPE "B" DECK SURFACES TO BE NO MORE THAN 4" BELOW INTERIOR FLOOR LEVEL •ALL TYPE "B" FRONT DOORS TO BE 2'-10" MIN. &ALL DOOR THRESHOLDS CANNOT EXCEED 1/2" PER 404 •ALL DWELLINGS MUST BE TYPE B ,OPT. B •ALL REQUIRED DOOR HARDWARE TO MEET IBC CHAPTER 11 & EXITING PER 1010.1.9.1 IMC TYPE B OR L VENT CONNECTORS REO'D ON FUEL -BURNING APPLIANCE IN UNHEATED SPACES HYDRONIC HEATING SYSTEM APPROVAL BY THE WATER SURVEYOR DOES NOT RELIEVE THE CUSTOMER OF THE RESPONSIBLITY TO COMPLY W/ THE REQUIREMENTS OF OTHER AGENCIES HAVING JURISDICTION. APPROVAL OF THIS PLAN DOES NOT VEST THE BUILDING OR PLUMBING SINCE FUTURE CHANGES IN THE CUSTOMERS WATER USE MAY INCREASE THE ASSESSMENT RISK &THE SURVEYORS PROTECTION REQUIREMENTS. IMC. CHAPTER 12 BUILDING INSPECTORS MUST OBSERVE A HYDROSTATIC TEST ON THE HOT WATER SUPPLY LINES &THE PANEL SYSTEM. •TEST:100 PSI WATER PRESSURE OR 1-1/2 TIMES THE OPERATING PRESSURE, WHICHEVER IS GREATER. MIN 30 MINUTES TEST. •PIPING EMBEDDED IN CONCRETE MUST BE PRESSURE TESTED PRIOR TO POURING OF CONCRETE AND BE MAINTAINED DURING PLACEMENT. • GARAGE HEADROOM TO BE MIN. OF 7'-0" CLEARANCE FROM ALL PIPES, SPRINKLER HEADS, DUCTS, BEAMS, & INSULATION, ETC. •MIN. HEADROOM CLEARANCE OF 7'-6" IS REO'D IN ALL HABITAL SPACES, & 7'-0" IS REQ'D ELSEWHERE •LOCATION OF EMERGENCY LIGHTING SHALL BE APPROVED BY FIRE MARSHAL •REO'D WHEEL STOP @ALL PARKING STALLS •EXHAUST OUTLETS TO BE A MIN. OF 3'-D" FROM BUILDING OPENINGS & 10'-0" FROM SUPPLY AIR INLETS (TYP). •DOUBLE CHECK VALVE INSPECTION REQ'D BY CITY CROSS CONNECTION CONTROL SPECIALIST PRIOR TO HYDRO STATIC TEST OF FIRE SPRINKLER SYSTEM. • ACCESS TO DOUBLE CHECK VALVE MUST BE WITHIN 5' ABOVE FINISHED FLOOR OR A 30"X30" MIN PLATFORM MUST BE INSTALLED FOR ACCESS •WALLS SEPARATING DWELLING UNITS FROM COMMON AREAS (STAIR ENCLOSURES, ELEVATOR SHAFT, ETC) MUST HAVE AN STC OF 50 OR MORE •SMOKE &DRAFT -ASSEMBLIES IN LOBBY,1-HR AREAS & ELEVATORS/ ENTRY LOCATIONS SHALL HAVE A FIRE PROTECTION RATING OF NOT LESS THAN 50 MIN. &BEAR AN APPROVED LABEL IDENTIFING THE RATING OF THE ASSEMBLY FOLLOWED BY THE LETTER "S". DOORS SHALL BE MAINTAINED SELF -CLOSING OR BE AUTOMATIC CLOSING BY ACTIVATION OF A SMOKE DETECTOR ADDITIONAL PLUMBING REQUIREMENTS: •MAIN BUILDING SHUT-OFF REQ'D ON WATER SUPPLY LINE. •PRESSURE REDUCTION VALVE ON MAIN WATER SUPPLY LINE REQ'D BY CITY CODE •EXPANSION TANK REO'D ON EACH HOT WATER TANK. •VENT HOT WATER TANK RELIEF VALVE DIRECTLY TO THE OUTSIDE •HOT WATER HEATER MUST BE SEISMICALLY ANCHORED OR STRAPPED @POINTS WITHIN THE UPPER 1/3 &LOWER 1/3 OF ITS VERTICAL DIMENSION. @THE LOWER POINT, A MIN. DISTANCE OF 4" MUST BE MAINTAINED ABOVE THE CONTROLS W/ THE STRAPPING •PROIVIDE INDIVIDUAL SHUTOFFS FOR EACH UNIT •1" AIRGAP REQ'D ON DISHWAHSHER •ALL SHOWERS HEADS TO BE EQUIPPED WITH FLOW CONTROL DEVICE TO LIMIT FLOW T01.75 GPM •AIR SWITCH FOR DISPOSAL IN SINK •ALL HOTWATER PIPES MUST BE INSULATED WITH R-3 INSULATION PER 2015 WSEC SEC 403.5.3. � 2X6 @ 16" O.C. STUD WALL W/ R-21 INSUL. 2 HOUR WALL � 2X6 @ 16" O.C. STUD WALL W/ R-21 INSUL. ® (2)2X4 @ 16" O.C.,1" AIR SPACE � 1 HR METAL STUD WALL (AFTER ELEV. INSTALL) � 2X4 @ 16" O.C. � 2X6 @ 16" O.C. � WOOD COLUMN OA PROVIDE OUTSIDE AIR FOR FURN. &WATER HEATER (RELIEF MUST VENT TO OUTSIDE (NOT GARAGE) i`�, i 22"X30" ATTIC ACCESS (30" MIN. VERT. GLEARANGE �i � �i WEATHERSTRIP & INSUL TO R-49 � "NO EXIT" SIGN O 120V SMK DET W/BATT BACKUP (INTERCONNECTED) ■ FIRE DETECTOR INTERCONNECTED EMERGENCY LIGHTING W/BATT BACKUP ��' INDICATES ILLUMINATED EXIT SIGNS W/ BATT BACKUP CONTROL JOINTS BARRIER FREE DIRECTIONAL SIGNAGE LOCATION FUTURE GRAB BARS: PROVIDE BLOCKING ® HORIZONTAL CENTERLINE POSTION = 35" FROM FLOOR PER IGG/ANSI 609.4 CARBON MONOXIDE DETECTOR PER IRC 315 ALL UNITS ARE TO BE TYPE "B" UNITIS PER ICC-ANSI A117-1 SECTION 1004. INSTALL SOLID 2X BLOCKING FOR FURTURE GRAB BADS IN ALL BATHROOMS GLEAM FLOORS AREAS ARE INDICATED IN THE TYPE "B" BATHROOMS AND KITCHEN CERTIFICATE WILL BE f 05TED IN FURNACE (OR U W In F--•1 �/ H H O 10.10.19 REVISIONS: 7.21.20 9.15.20 10.14.20 OTHER Af PROVED AREA) WITH THE FOLLOWING gyp' INFORMATION: R-VLAUNES, U-VALUES,RESULTS �Q� FROM DUCT SYSTEM TEST AIR LEAKAGE TESTING, ��` RESULTS FROM BUIDLING ENCELOPE AIR LEAKAGE TESTING, D TYPES AND EFFICIENCIES OF HEATING, COOLING ,AND PRINTED: SERVICE WATER HEATING EQUIPMENT PER R401.3 �� DUCTS ARE REQUIRED TO BE INSULATED TO A MINIMUM OF R-8 PER R403.3.1 THE DWELLING IS REQUIRED TO BE TESTED &VERIFIED AS HAVING AN AIR LEAKAGE RATE NOT EXCEEDING 3 AIR CHANGES PER HOUR PER R402.4.1 MECHANICAL DUCTS ARE REQUIRED TO BE SEAL TESTED IN ACCORDANCE WITH 403.3.2 TESTING TO COMPLY WITH WSU RS-33. EXTERIOR HEADERS ARE REQUIRED TO BE INSULATED WITH A MIN. OF R-10 INSULATION. MECHANICAL SYSTEM PIPING CORNERS OF STUD WALLS ARE REQUIRED TO BE FULLY ISOLATED MIN. R-6 PER R403.4 INSULATED. ALLOWABLE OPENING ANALYSIS PER TABLE 705.8 7-10' = 10%ALLOWABLE AREA 201 (WEST WALL): 831.60 SQ. FT. X .10 = 83.16 SQ.FT. UNPROTECTED WINDOW OPENING ALLOWED. ACTUAL UNPROTECTED WINDOW OPENING = 82.00 SQ. FT. FIRE SEPARATION DISTANCE: 5 TO LESS THAN 10 DEGREE OF OPENING PROTECTION: UNPROTECTED, NON SPRINKLERED 10% SCALE: 1 /4" =1'-0" 201: (LIV)1986.78 SQ. FT. (DECK)105.00 SQ. FT. 202: (LIV)1,924.65 SQ. FT. (DECK) 88.00 SQ. FT. COMMON SPACE: 219.67 SQ. FT. TOTAL: 4,131.10 SQ. FT. TOTAL AREA FOR OCCUPANT LOAD UNIT 201:1,986.78 SQ. FT/200 = 9.93 UNIT 202: 1,924.65 SQ. FT. /200 = 9.62 COMMON AREA: 219.67 SQ. FT/200 =1.09 TOTAL: 21 ss r ELEVATOR EQUIPMENT ROOM •135° HEAT DETECTOR @SPRINKLER HEADS •PROVIDE FRESH AIR THROUGH 4" DUCT •EXAUST FAN TO MAINTAIN A MAX. TEMP OF 90° & VENT TO OUTSIDE AS REQ'D BY MFG SPECS z W Q z c� � N �"� O rr^^ iT vJ � O W O A �� 1I�'� 3 V 'O O z 3 '"' a� Q� a ,� o 1 ELEVATOR NOTES - ,- � �o �m� � �ioom��ci �o �' �a ��ac; z�76 �m�o Or mpc I I nl 7Q � _m m N •UNHEATED SPAGE•GONTINOUS RIM @FLOORS. a = z �---� m � a � „ � � � o � � � � � �..—.•—•.� N z � •INSTALLATION OF ADDITIONAL ELEVATOR DOORS SHALL � m � Dv - -�i a' °' � � � _ � -°-- zv - ' � 5070 SLIDER � (� c � O Gl �Yc �� „ � J m NOT VIOLATE LISTINGS OF ELEVATOR (Tl'P) � _ � Y ;� � � m = r" "' � W � � 8' 8'1-1/2" � N c� m � 6> W _ � _ W � � � \ N MECHANICAL CHASES - •CONTINUOUS RIM @FLOOR. - SPRINKLERROOM ♦ o � � �, � �, � �� ,� � (� � �� , � ,� ,� � '� � � N •FIRE ALARM CONROL PANEL IN SPRINKLER ROOM W/ 131 48 N 61-1/2 23 1 -1/ 3 /2 111-1/2 � 104 111-1/2 55-1/2 z o � � �, - CENTRAL STATION SERVICE MONITORING - •ANNUNCIATOR IN LOBBY � 0 �_ � O � y - n � � O G� = c� rn � � cr STAIRNOTES N �, � � � �, � ,� � �� , � � ,� � ��=o=� �>�o �' m rn ♦ ., y �� c� •MAINTAIN REQ'D 1 HR STAIRS ENCLOUSURES &MIN 6'-8" � - o x m m o �, N z � � � � z � � - 6 4 79 711-1/2 111- 2 107 12 4 47 m-y. y� m � Z � � n � HEADROOM @STAIRS •ELECTRIC HEAT 40 MIN.TEMP 1 WATT = � > �' � m � '° `" - � # � � � � �_ � {'" � ymm� Q fR N PER SQ. FT. UNHEATED SPACE •STAIR BACKING FOR HAND �q W �°°_°°�, � `" m A >� o o � � � _ 7a z � D d�� N RAIL •CONTINUOUS RIM @FLOOR. •BASEMENT STAIR: C� 68 •� A � m � � � � m � n�i o > � � rn � O � � j+ • • � O RISE = 6.81 RUN =11 ALL OTHER STAIRS: RISE = 6.72 � � � � � � � � _ � � �-- � �� z � k� p (,•� O O ,� \ = BAR DOOR ' �Z U� ��`�� Z a c> � � � N_ � W OIO N p � N I / � � >Tzm� C?J ��zZ� o�T� D CEO FIREPLACE NOTES iv m o `� I m'--3 0>�� I � `a�ATNr ��`�� -�M", 7° cfl I � �a> N cD� � D � •'O' CLEARANCE FIREPLACE W/ DIRECT � � •� � � � � Y � � "—"—"—I I�1 xj � �� N { � m m Z � M - O .. z VENT - c � rn� a I � � �� y ;��< � n N FACTORY BUILT FIREPLGE SHALL BE INSTALLED PER O p7 �] � • I O i �r � a � I � o � �� m o rIj � = o � z O �� c� � � I c> a �' o c„ � D : _�'� 1/2 111-1/2 m ,- cs� _ MANUFACTURER'S SPECS AND SHALL HAVE � � n I � Iy z �. � �.. D m - � _> � D O � � � "�° � m � X o � �' � � 7'6-1/2" � _ � z 7'6-1/2" w APPROAL LABEL ATTACHED __ � i � � � to m � � � m � N "' x � � � °' CA "�'� N '{ an ==r I - nZN �� N = I - `. —..— rrl ..—..J I m 3 � O �� 5/8" TYPE "X" GWB TO ROOF SHEATING �p I I I O - W ` ,�„ ; z O � _ _ I� 0 � _ -------I 1' � 0�� r � FIREPLACES &STOVES MUST BE D.O.E N o 0 0 o I � v CERTIFIED &LABELED AS SUITABLE U� ♦ D o I - � � FOR USE DURING A FIRST STAGE BURN - � �� - O n/ O BAN. N o 0 0 0 _..� < 4 - L Z �— - _ ♦ D O CO N F=1 ............................ _ � 0 4 ♦ � � I IBC - _ - 581/2 - PROVIDE ONE OPENABLE ESCAPE WINDOW IN BASEMENT N = N c� � � _ � , —, �_ � � ` I C31 9'3-1/2" 6' 9'3-1/2" 1' _ �T� & IN EACH SLEEPING ROOM MEETING ALL THE N v � x �, -I' � i--� � � � I '� ~ � � � I - � W FOLLOWING REQUIREMENTS: � - �'- � � � • �i � � � � i � i � i � 1. AN OPENABLE AREA OF NOT LESS THEN 5.7 SQ.FT. = O = � 0 N � � � � i y x a `� � « � I O 2. A MIN. CLEAR HEIGHT OF 24° _ N -n 6� r N p i � CLE�►R 5�A � � � p � � I 3. A MIN. CLEAR WIDTH OF 20" � � � rn � � `..—.,—„y � ,.—.,—„� � � `� ' � = I � �' LAUNDR � z `� - — � � C0 4. FINISHED SILL HEIGHT OF NOT MORE THAN 44" ABOVE 76 � � � THE FINISH FLOOR. � � N VIN L Go � � 5. ALL WINDOWS TO INCLUDE FRESH AIR VENTS OR METERED 6> 7a CSC Tt FRESH AIR SUPPLY @FURNACE � 7'4-1/2" 30 8 4'1-1/2" 2'7" 6'7-1/2" � 2'8" � o � � � O +'- 6.ALL WINDOWS &DOORS HAVING ACCESS TO EXTERIOR OR N � BARN DOOR � W � Y O � UNHEATED TO BE SEALED PER SEC. 402.4.1.1(WAC) � � I �I w � _ � � � --� _; < C� �� rn • RECESSED LIGHTING TO BE IC RATED • ALL TYPE "B" DECK SURFACES TO BE NO MORE THAN 4" BELOW INTERIOR FLOOR LEVEL •ALL TYPE "B" FRONT DOORS TO BE 2'-10" MIN. &ALL DOOR THRESHOLDS CANNOT EXCEED 1/2" PER 404 •ALL DWELLINGS MUST BE TYPE B ,OPT. B •ALL REQUIRED DOOR HARDWARE TO MEET IBC CHAPTER 11 & EXITING PER 1010.1.9.1 IMC TYPE B OR L VENT CONNECTORS REO'D ON FUEL -BURNING APPLIANCE IN UNHEATED SPACES HYDRONIC HEATING SYSTEM APPROVAL BY THE WATER SURVEYOR DOES NOT RELIEVE THE CUSTOMER OF THE RESPONSIBLITY TO COMPLY W/ THE REQUIREMENTS OF OTHER AGENCIES HAVING JURISDICTION. APPROVAL OF THIS PLAN DOES NOT VEST THE BUILDING OR PLUMBING SINCE FUTURE CHANGES IN THE CUSTOMERS WATER USE MAY INCREASE THE ASSESSMENT RISK &THE SURVEYORS PROTECTION REQUIREMENTS. IMC. CHAPTER 12 BUILDING INSPECTORS MUST OBSERVE A HYDROSTATIC TEST ON THE HOT WATER SUPPLY LINES &THE PANEL SYSTEM. •TEST:100 PSI WATER PRESSURE OR 1-1/2 TIMES THE OPERATING PRESSURE, WHICHEVER IS GREATER. MIN 30 MINUTES TEST. •PIPING EMBEDDED IN CONCRETE MUST BE PRESSURE TESTED PRIOR TO POURING OF CONCRETE AND BE MAINTAINED DURING PLACEMENT. • GARAGE HEADROOM TO BE MIN. OF 7'-0" CLEARANCE FROM ALL PIPES, SPRINKLER HEADS, DUCTS, BEAMS, & INSULATION, ETC. •MIN. HEADROOM CLEARANCE OF 7'-6" IS REQ'D IN ALL HABITAL SPACES, & 7'-0" IS REQ'D ELSEWHERE •LOCATION OF EMERGENCY LIGHTING SHALL BE APPROVED BY FIRE MARSHAL •REO'D WHEEL STOP @ALL PARKING STALLS •EXHAUST OUTLETS TO BE A MIN. OF 3'-D" FROM BUILDING OPENINGS & 10'-0" FROM SUPPLY AIR INLETS (TYP). •DOUBLE CHECK VALVE INSPECTION REQ'D BY CITY CROSS CONNECTION CONTROL SPECIALIST PRIOR TO HYDRO STATIC TEST OF FIRE SPRINKLER SYSTEM. • ACCESS TO DOUBLE CHECK VALVE MUST BE WITHIN 5' ABOVE FINISHED FLOOR OR A 30"X30" MIN PLATFORM MUST BE INSTALLED FOR ACCESS •WALLS SEPARATING DWELLING UNITS FROM COMMON AREAS (STAIR ENCLOSURES, ELEVATOR SHAFT, ETC) MUST HAVE AN STC OF 50 OR MORE •SMOKE &DRAFT -ASSEMBLIES IN LOBBY,1-HR AREAS & ELEVATORS/ ENTRY LOCATIONS SHALL HAVE A FIRE PROTECTION RATING OF NOT LESS THAN 50 MIN. &BEAR AN APPROVED LABEL IDENTIFING THE RATING OF THE ASSEMBLY FOLLOWED BY THE LETTER "S". DOORS SHALL BE MAINTAINED SELF -CLOSING OR BE AUTOMATIC CLOSING BY ACTIVATION OF A SMOKE DETECTOR ADDITIONAL PLUMBING REQUIREMENTS: •MAIN BUILDING SHUT-OFF REQ'D ON WATER SUPPLY LINE. •PRESSURE REDUCTION VALVE ON MAIN WATER SUPPLY LINE REQ'D BY CITY CODE •EXPANSION TANK REO'D ON EACH HOT WATER TANK. •VENT HOT WATER TANK RELIEF VALVE DIRECTLY TO THE OUTSIDE •HOT WATER HEATER MUST BE SEISMICALLY ANCHORED OR STRAPPED @POINTS WITHIN THE UPPER 1/3 &LOWER 1/3 OF ITS VERTICAL DIMENSION. @THE LOWER POINT, A MIN. DISTANCE OF 4" MUST BE MAINTAINED ABOVE THE CONTROLS W/ THE STRAPPING •PROIVIDE INDIVIDUAL SHUTOFFS FOR EACH UNIT •1" AIRGAP REQ'D ON DISHWAHSHER •ALL SHOWERS HEADS TO BE EQUIPPED WITH FLOW CONTROL DEVICE TO LIMIT FLOW T01.75 GPM •AIR SWITCH FOR DISPOSAL IN SINK •ALL HOTWATER PIPES MUST BE INSULATED WITH R-3 INSULATION PER 2015 WSEC SEC 403.5.3. � 2X6 @ 16" O.C. STUD WALL W/ R-21 INSUL. 2 HOUR WALL � 2X6 @ 16" O.C. STUD WALL W/ R-21 INSUL. ® (2)2X4 @ 16" O.C.,1" AIR SPACE � 1 HR METAL STUD WALL (AFTER ELEV. INSTALL) 0 2X4 @ 16" O.C. � 2X6 @ 16" O.C. � WOOD COLUMN OA PROVIDE OUTSIDE AIR FOR FURN. &WATER HEATER (RELIEF MUST VENT TO OUTSIDE (NOT GARAGE) i`�, i 22"X30" ATTIC ACCESS (30" MIN. VERT. CLEARANCE �i � �I WEATHERSTRIP & INSUL TO R-49 � "NO EXIT" SIGN O 120V SMK DET W/BATT BACKUP (INTERCONNECTED) ■ FIRE DETECTOR INTERCONNECTED EMERGENCY LIGHTING W/BATT BACKUP ��' INDICATES ILLUMINATED EXIT SIGNS W/ BATT BACKUP CONTROL JOINTS BARRIER FREE DIRECTIONAL SIGNAGE LOCATION FUTURE GRAB BARS: PROVIDE BLOCKING ® HORIZONTAL CENTERLINE POSTION = 35" FROM FLOOR PER ICC/ANSI 609.4 CARBON MONOXIDE DETECTOR PER IRC 315 ALL UNITS APE TO BE TYPE "B" UNITIS PEP ICC-ANSI A117-1 SECTION 1004. INSTALL SOLID 2X BLOCKING FOP FUPTUPE GPAB BAPS IN ALL BATHPOOMS CLEAP FLOODS APEAS APE INDICATED IN THE TYPE "B" BATHPOOMS AND KITCHEN CEPTIFICATE WILL BE POSTED IN FUPNACE (OP OTHEP APPPOVED APEA) WITH THE FOLLOWING INFOPMATIDN: P-VLAUNES, U-VALUES,PESULTS FPOM DUCT SYSTEM TEST AIP LEAKAGE TESTING, PE5ULT5 FPOM BUIDLING ENCELOPE AIP LEAKAGE TESTING, TYPES AND EFFICIENCIES OF HEATING, COOLING ,AND SEPVICE WATEP HEATING EQUIPMENT PEP P401.3 DUCTS APE PEQUIPED TO BE INSULATED TO A MINIMUM OF P-8 PEP P403.3.1 THE DWELLING IS PEQUIPED TO BE TESTED & VEPIFIED AS HAVING AN AIP LEAKAGE PATE NOT EXCEEDING 3 AIP CHANGES PEP HOUP PEP P402.4.1 MECHANICAL DUCTS APE PEQUIPED TO BE SEAL TESTED IN ACCOPDANCE WITH 403.3.2 TESTING TO COMPLY WITH WSU PS-33. EXTEPIOP HEADEPS APE PEQUIPED TO BE INSULATED WITH A MIN. OF P-10 INSULATION. MECHANICAL SYSTEM PIPING GOPNEPS OF STUD WALLS APE PEQUIPED TO BE FULLY ISOLATED MIN. P-6 PEP P403.4 INSULATED. ALLOWABLE OPENING ANALYSIS PER TABLE 705.8 7-10' = 10%ALLOWABLE APEA 301 (WEST WALL): 742.00 SQ. FT. X .10 = 74.25 SQ.FT. UNPPOTECTED WINDOW OPENING ALLOWED. ACTUAL UNPPOTECTED WINDOW OPENING = 74.00 SQ. FT FIFE SEPAPATION DISTANCE: 5 TO LESS THAN 10 DEGPEE OF OPENING PPOTECTION: UNPPOTECTED, NON SPPINKLEPED 10% SCALE: 1 /4" =1'-0" 301: (LIV)1,979.11 SQ. FT. (DECK)105.00 SQ. FT. 302: (LIV)1,903.80 SQ. FT. (DECK) 88.00 SQ. FT. COMMON SPACE: 219.19 SQ. FT. TOTAL: 4,102.10 SQ. FT. TOTAL AREA FOR OCCUPANT LOAD UNIT 201: 1,979.11 SQ. FT/200 = 9.89 UNIT 202:1,903.80 5Q. FT. /200 = 9.51 COMMON APEA: 219.19 SQ. FT/200 =1.09 TOTAL: 21 PLA U W In F--•1 �/ H H O 10.10.19 REVISIONS: 7.21.20 9.15.20 10.14.20 PRINTED: THROUGH PENETRATIONS &MEMBRANE PENTRATIONS SHALL BE PROTECTED IN z ACCORDANCE W/ IBC 714.1 r �, � Provide Fire stops H� `� Party Wall for pipes r ^ � �° V J N / \ wQ DEFERRED SUBMITTAL A B c D E F FIRE STOP @ PIPE PENIT. zN 0 � a� W� O �� Q z O o� � �� G H I J K L ALL STAIIZWALLS BLOCKED VERT. & H01ZIZ. @ 10' O.C. / EXTEND HANDRAIL: - 6" PRIVATE OTE: HANDRAIL MUST- - 12" PUBLIC TOP BE 34" TO 38" MAX, o - 12" PUBLIC BOTTOM Z INSULATION PER IBC RESIST 200# LOAD � -AND RETURN OR CONT. WALK AY � � PER IBC 1607..7.1 �' U 2X PLATE �� z w TENTING MATERIAL TYI? FLOOR CONST. 1 1/4 - 2 DIA. GONT � (2) - 2X HEADER W/ I, 16d @ 6" O.C. CARPET & 1/2" REBOND PAD W/ 1 1/2" CLR. F ALL Q LEDGER OR JST. HGRS. C�Pg Iao PE N iao PE ROOF FRAMING L..� 3/4 T&G SUBFLOOR FOR CARRIAGE SUPPORT MA "^ R-30 INSULATION 4 THRUST BLOCK n 8d @ 6" O.G. � 2X PLATE STD SPRINKLER HEAD F—I TJI PER FRAMING PLAN o (3) - 2X12 STRINGER HU5212 w 16d @ 6" O.C. TJI PER FRAMING PLAN LSL RIM JOIST o EA. SIDE & O.C. � Q 5/8" G.W.B. TREAD � �' � (2) ROWS TOE NAILS � 0 0 � 8d @ 6" O.C. 5/8" G.W.B. 16d @ 6" O.C. 2X J015T � O � FLK.E�AN 1/4" -2" DIA. � 0 � Q (2) 2X TOP PLATE -� � IR NOSING TO BE 0 0 o w (2) 2X TOP PLATE � N _ "� °L _ OUNDED & SLIP RESTAINT 0 � � I � 1/2" OSB -FOR Z J � W 0 ACCE551BLE ^ NAILING REFER TO R-21 INSULATION --� � 5/8" TYPE 'X' GYP BD. 1--I SHEAR WALL SCHED. @AREAS ACCESSIBLE MAxIMUMl:absLOPEINAN� FAKING SIGN H � UNDER STAIRS DIRECTION FOR PARKINGST� AND ACCESS AISLE ACCESSIBLE 8' 5' 8' FAKING STALL 2X4 FIREBLOCK @ MIDPT. 13, WAC 1107 OF EA. STAIR RUN STRINGER @WALL SPRINKLER � M TYP NON -SW @EXT. WALL N STAIR SECTION (2) 16D @ 16" o.c o P INT. NON -BEARING WALL Q R INSULATION TENTING N SCALE: 3 4" = 1' - 0" � � � _ - ROOF -----_— � TYPICAL ROOF CONSTRUCTION TYPICAL ROOF CONSTRUCTION BLOW ATTIC 1/2" GWB DRAFT STOP BLOW ATTIC INSULATION INSULATION @PARTY WALL R - 49 FLAME SPREAD COMPOSITION ROOFING IN ACCORDANCE R - 49 FLAME LOCATE TRUSS OVER PARTY SPREAD NOT TO WALL. TRUSS TO BE DESIGN COMPOSITION ROOFING IN ACCORDANCE NOT TO EXCEED 25 AND WITH IBC TABLE 1505.1, 15 LB FELT EXCEED 25 AND FOR ADDITONAL LOAD OF 1/2" ��•��•� WITH IBC TABLE 1505.1,15 LB FELT SMOKE DENSITY NOT TO 7/16" OSB ROOF DIAPHRAGM, U.N.O. SMOKE DENSITY GWB AND TO HAVE 2X4 BACKING REVISIONS: 7/16" OSB ROOF DIAPHRAGM, U.N.O. EXCEED 450 IN ATTIC 2X ENGINEERED TRUSS � NOT TO EXCEED @ 24" O.C. 2X ENGINEERED TRUSS � 8d @ 6" O.0 450 IN ATTIC %.21.2� 8d @ 6" O.C. USE APPROVED NSULATION BAFFLE USE APPROVED METAL CAP BY HEATING CONTRACTOR 5/8" GWB TYPE "X" 2X SOLID W/ 1" MIN. AIRSPACE 2X SOLID INSULATION BAFFLE 5/8" GWB TYPE "X" BLKG. W/ V ABOVE INSULATON BLKG. W/ V NT METAL WALL RESILIENT CHANNEL R491NSUL. HOLES AS REQ. HOLES AS REQ. W/ 1" MIN. AIRSPACE H-1 OR EQUAL @ ABOVE INSULATON OVER 2X4 STUDS @ EACH TRUSS PER A-35 PER FLASHING SHEARWALL SCHD. SHEARWALL 5/8" GWB, (2-LAYER 16" O.C. SCHEDULE 5/8" GWB IF 1-HOUR R11 INSULATION 5/8" GWB, (2-LAYER 5/8" GWB IF 1-HOUR 5/8" GWB PARTY WALL PRINTED: 7/16" OSB -FOR NAILING 7/16" OSB -FOR NAILING REFER TO SHEAR REFER TO SHEAR FIRESTOPS REQ. @ 10' %.L1.LO WALL SCHED. 5/g" GWB WALL SCHED. INTERVALS ALONG (2) 2X6 TOP PL STAGGERED PARTY WALLS (2) 2X6 TOP PL TRUSS @ S TRUSS @EXT. WALL TYP. T TRUSS @EXT. SW u v w SHAFT TERMINATION X DRAFT STOP (HIGH) ' SCALE: 3 / 4" = 1' - 0" GA FILE # WP 5510 STC 55-59 1 HOUR F.R. GYPSUM WALLBOARD, WOOD 5TUD5 :: BASE LAYER 1/4" GYPSUM WALLBOARD �: APPLIED PARALLEL TO EACH SIDE OF OUBLE ROW OR 2X4 WOOD STUD816" O.C. AND 1 1/2" APART W/ 4d COATED NAILS 1 1/2" LONG, 0.099" SHANK ,1/4" HEAD5,12" O.C. FACE LAYER 1/2"TYPE X GYPSUM WALLBOARD, VENEER BASE OR VINYL FACED GYPSUM BOARD LAMINATED TO BASE LAYER PARALLEL TO 5TUD5 W/ 3/8" RIBBONS OF ADHESIVE 16" O.G. & 5d COATED NAIL51 3/4" LONG, 0.099" SHANK, 1/4" HEAD8,16" O.G. TO TOP &BOTTOM PLATES. 4d FINISH NAILS 1 1/2" LONG, 0.072" SHANK, 0.1055" HEADS, @ 45 DEGREES ANGLE 16" O.C. HORIZONTALLY, 24" O.C. VERTICALLY. SOUND TESTED W/ 1 1/2" MINERAL FIBER IN STUD SPACE. STAGGER BASE LAYER JOINT516" O.C. &FACE JOINTS 24" O.C. EACH LAYER &SIDES. (LOAD -BEARING) n 1 HR PARTY WALL 2X6 HEAD PLATE R21 INSULATION HEADER PER PLAN R10 INSULATION ROUGH OPENING INSULATED HEADER ALUMINUM PRE-MANUF. RAIL MUST RESIST 200# LOAD AND 50#/L.F LOAD TEMPERED GLASS PANEL _ 3-1/2" X 6-1/2" X 3/16" PLATE W/ (2) 1/2" DIA. BOLTS INTO BEAM MUST RESIST 50# PER SQ. FT. LOAD WOOD BEAM PER PLAN 3/4" EXT. PLY. SLOPE 1/4"/FOOT TO � OUTSIDE W/ ELASTOMERIC COAT 2X SLEEPERS FOR SLOPE �SIMPSON C522X30" STRAP @ALT JOIST JOIST FINIS(1 W/ SOFFIT BOARD, PVA SEAL, & FLOOR -CEILING SYSTEMS, WOOD FRAMED GA FILE N0. FC 5011 PROPRIETARY` 1 HOUR 60 to 64 STC FIRE SOUND WOOD I -JOISTS, WOOD STRUCTURAL PANELS, GYPSUM FLOOR TOPPING, RESILIENT CHANNELS, GLASS FIBER BATT OR LOOSE FILL INSULATION, GYPSUM WALLBOARD C1 Base layer +Iz"proprietary type X gypsum wallboard or gypsum veneer base applied at right angles to resilient furring channels 24" o.c. (16" o.c. when insulation is used) with 1" � Type S drywall screws 16" o.c. Gypsum board end joints located midway between continuous channels and attached with screws 8" to additional pieces of channel 60" long located 3" back on either side of end joint. Resilient channels applied at right angles to minimum 10" deep wood I joists spaced a maximum of 19" o.c. with 1+/�" Type S drywall screws. Face layer +Iz" proprietary type X gypsum wallboard or gypsum veneer Approx. Ceiling base applied at right angles to resilient furring channels 1Sl•" Type S drywall screws 8" Weight: 3 psf o.c. and 1+Iz" Type G screws 8" o.c. at the butt joints loctaed mid span between the Fire Test: UL R1319, 05NK04589, resilient channels. Glass fiber insulation secured to subfloor or loose fill insulation 2-4-05; UL R1319, applied directly over gypsum board. Wood I joists supporting 791�z" wood structural panel 05NK09496, 3-31-05; subfloor applied at right angles to joists with construction adhesive and 6d ring shank UL Design L570 nails 12" o.c. Minimum +Iz" proprietary gypsum floor topping applied over subfloor. Sound Test: RAL OT03-O5, 4-22-03; STC rated with I joists spaced 24" o.c., 3+Iz" glass fiber insulation in joist spaces, zl�^ RAL OT03-07, 4-29-03; proprietary gypsum floor topping poured over +l�" proprietary sound reduction mat, and RAL OT03-09, 6-18-03 wi h fini h fl rin f h t vin I n in r w I min n r mi it . T t s oo g o s ee y, e g ee ed ood a ate, a d ce a c t e (S C 64 TIC &Test: 58 sheet vin I ( Y ). when sheet vinyl or engineered wood laminate is applied to floor; STC 66 when tested RAL OT03-06, 4-22-03; with ceramic file applied to floor.) (62 engineered wood PROPRIETARY GYPSUM COMPONENTS laminate) RAL OT03-08, 4-29-03; United States Gypsum Company - +Iz" SHEETROCK® Brand FIRECODE®C (54 ceramic tile) Core Gypsum Panels RAL OT03-10, 6-18-03 - LEVELROCK®Brend Floor Undedayment 2X6 FRAMING GA FILE # WP 3605 @ 16" o.c. STC 30-34 R21 INSULATION IN 1 HOUR F.R. EXTERIOR WALL 5/8" TYPE "X" GYPS U M WALLBOARD WOOD COLUMN WITH GYPSUM WRAP GYPSUM WALLBOARD, WOOD 5TUD5 )NE LAYER 5/8" TYPE X PLAIN OR 'REDECORATED GYPSUM WALLBOARD, WATER RESISTANT BACKER BOARD OR VENEER BASE APPLIED PARALLEL WITH OR AT RIGHT ANGLES TO EACH SIDE OF A 2X4 WOOD STUDS 16" o.c. W/ 6d COATED NAILS. 1-7/8" LONG, 0.0915" SHANK,1/4" HEADS, 7" o.c. JOINTS OF SQUARE EDGE, BEVEL EDGE OR PREDECORATED WALLBOARD MAY BE LEFT EXPOSED. STAGGER JOINTS EACH SIDE. (LOAD -BEARING) WOOD COLUMN EXCEEDS WP 3605 PER ASTM E119 1 HR WALLCOLUMN 1� 1� SEE 1 HOUR FLOOR /CEILING SYSTEMS DETAIL FOR DECK CONSTRUCTION ZAILING @BEAM JST PERP ALUMINUM PRE-MANUF RAIL MUST RESIST 200# LOAD AND 50#/L.F LOAD TEMPERED GLASS PANEL 3-1/2" X 6-1/2" X 3/16" PLATE W/ (2) 1/2" DIA. BOLTS INTO BEAM MUST RESIST 50# PER SQ. FT LOAD WOOD BEAM PER PLAN 3/4" EXT. PLY. SLOPE 1/4"/FOOT TO OUTSIDE W/ ELASTOMERIC COAT 2X SLEEPERS FOR SLOPE PROVIDE 2X BLOCKING 2 BAYS 51MP50N C522X30" STRAP @ALT JOIST FIN15�H W/ SOFFIT BOARD, PVA SEAL, & PAIN SEE 1 HOUR FLOOR/CEILING SYSTEMS DE' CT! !-'ll1�TCTT�T T!-'TTIIN ILING @BEAM JST PARA 5/8" SHEETROCK 1l2" 05B SHTG. PER '' L " 5W SCHEDULE �� WELDED 2X6 STUD WALL (2� �4 HORZ. CONT. BAR WIRE MESH ANCHOR BOLTS � � PER SHEAR WALL �4 YERT. BAR � 32" O.C. ' SCHEDULE ' ;_ ; (1) #4 CONT EXTERIOR SLAB Yz xY � �:�: �' ��• YxYxY� � #4 @ 12 O.C. — <,�<,�<, 6 MIL • yzYxYxY _ Y Y x to . .* ,: POLY ��:�:�:�:�:�:�.-.-.�iit�:�� Y. 18" ;;.,;.;;.,;.;a.; 4" GRAVEL '�'� �� 4" CONC SLAB W/ '�'- �'�'�"� BASE 16 c,:.,-,.;, .=.*�,;.;,... .. 6X6X#10 W.W.M. MIN � - 4" FOOTING DRAIN '>� lfl T� r � � FOOTING s @EXT. G-DOOR 1 GA FILE # RC 2602 � unUR F.R. WOOD TRUSSES, GYPSUM WALLBOARD BASE LAYER 5/8" TYPE X GYPSUM WALLBOARD APPLIED AT RIGHT ANGLES TO WOOD ROOF TRUSSES 24" O.C. W/ 1-1/4" TYPE W OR S DRYWALL SCREWS 24" O.C. FACE LAYER 5/8" TYPE X GYPSUM WALLBOARD OR GYPSUM VENEER BASE APPLIED AT RIGHT ANGLES TO TRUSSES W/ 1-7/8" TYPE W OR S DRYWALL SCREWS 12" O.C. AT JOINTS � INTERMEDIATE TRU55E5 & 1-1/2" TYPE G DRYWALL SCREW512" O.C. PLACED 2" BACK ON EITHER SIDE OF END JOINTS. JOINTS OFFSET 24" FROM BASE LAYER JOINTS. WOOD TRU55E5 SUPPORTING 1/2" WOOD STRUCTURAL PANELS APPLIED AT RIGHT ANGLES TO TRUSSES W/ 8D NAILS. Af PROf RIATE ROOF COVERING. 1 H ROOF TRUSS 2X6 FRAMING @ 16" o.c. GA FILE # WP 3605 STC 30-34 1 HOUR F.R. OSB WALL SHEATHING f ER SW SCHEDULE 5/8" TYPE "X" GYPSUM d WALLBOARD GYPSUM WALLBOARD, WOOD 5TUD5 ONE LAYER 5/8" TYPE X PLAIN OR PREDECORATED GYPSUM WALLBOARD, WATER RESISTANT BACKER BOARD OR VENEER BASE APPLIED PARALLEL WITH OR AT RIGHT ANGLES TO EACH SIDE OF A 2X4 WOOD 5TUD5 16" o.c. Wl 6d COATED NAILS. 1-7/8" LONG, 0.0915" SHANK,1/4" HEADS, 7" o.c. JOINTS OF SQUARE EDGE, BEVEL EDGE OR PREDECORATED WALLBOARD MAY BE LEFT EXPOSED. STAGGER JOINTS EACH SIDE. (LOAD -BEARING) R2/U, S2/U 1H FIRE SEPARATION EXTERIOR SHEATING 1/2" GYPSUM BOARD (2) LAYERS 2" RIDGID INSULATION INSULATED EXTERIOR WALL INSULATED CORNER STUD 1/2" GYP BD. OVER 2X6 5TUD5 � 16" O.C. 2X 5TUD5 @ 16" O.C. R-21 INSLUATION BEARING WALL 2X6 P.7 SILL PL W/ A.B. PER. GEN. NOTES. U.O.N 2X f'.T. SILL PL, W/ 1/2" X 10.5" A.B. @ 4'-0" O.C. U.N.O. - 51LICONE CAULK SEAL REFER TO SHEAR W2 SCHED. THERMAL BREAK 4" CONC. SLAB W/ 6X6/10X10 W.W.F ON �� . 6 MIL V.B. ON y 4" GRA1(EL FILL TN�LIT_ . SLAB FNDN. (2) #5 BARS, - - --- : � h ;�r: 4" CONC. SLAB Oti'ER ' �``�� "~`` — — 6" MIL POLY 4" GRANULAR FILL R-10 INSULATION (24") BEAR ON FIRM PER PLAN UNDER 5LAB UNDISTURBED SOIL n THICKEND SLAB CRICKET FRAMING VENT AS REQ. SOLID 2X TAPPERED @ CLA55 "B" ROOF 1/4" IN 12" MIN FOR OVER 1/2" PLY � CRICKET DRAINAGE �8d @ 6" O.C. %// CONTINUE' GWB ENTIRE LENGTH OF TRUSS 2 LAYERS 5/8" / GWB TYPE "X" SIMPSON A34 @ 12" O.C. (2 PER JOIST SPACES) Wl (3) 8d X 1 1/4" NAILS EACH LEG R-491N5UL. r, r, 1 LAYER OF 5/8" GWB 2X4 SOLID BLOCKING BEVEL TOP AS SHOWN TRUSS @ 1 DRAFT STOP (PERP.) ONE HOUR INTERIOR WALL TEST UL DES 327 2X6 FRAMING @ 16" o.c. 1/2" GLASS FIBER MIN. 5/8" TYPE "X" GYPSUM WALLBOARD RESILIENT CHANNEL FIRE SIDE � GYPSUM WALLBOARD, GLA55 FIBER, WOOD 5TUD5 �, ONE LAYER 5/8" TYPE X GYPSUM WALLBOARD OR '� VENEER BASE APPLIED AT RIGHT ANGLE TO RESILIENT I CHANNELS 8" o.c. W/ 1" TYPE S DRYWALL SCREWS. I END JOINTS BACKBLOCKED WITH RESIL. CHANNELS. RESILIENT CHANNELS ATTACHED AT RIGHT ANGLES TO 2X4 WOOD 5TUD5 16" o.c. WITH W/ 1-1/4" TYPE 5 DRYWALL SCREWS, ON OPPOSITE SIDE: ONE LAYER 5/8" TYPE X GYPSUM WALLBOARD OR GYPSUM VENEER BASE APPLIED AT RIGHT ANGLES TO 5TUD5 W/ 6d COATED NAIL5,1-7/8" LONG, 0.0915" SHANK,15/16"" HEADS 7" o.c. STAGGER END JOINTS 24" o.c. EACH SIDE. SOUND TESTED W/ 3-1/2" GLA85 FIBER INSULATION. (LOAD -BEARING) R2/R2,R2/U,R2/S2 n1 H FIRE SEPARATION GYP-CRETE SOUND BARRIOR TONGUE &GROOVE O.S.B. TRUSS JOIST 5/8" TYP "X" LINER CONTINUOUS RESILIENT CHANNEL 5/8 GYPSUM DRYWALL LINED JOIST BAYS FOR DUCTS, FANS, LIGHTS, ETC. 1FLOOR DETAIL (11) SIDING PEP PLAN (10)15# FELT (9) HEAD FLASHING Z METAL @ EXPOSED WINDOW (4) 4" MIN M015TOP SELF —HEAL PAPEP OP EQUAL SHEATHING _ (2) WINDOW FPAME J J J J I (3) MOISTOP STICKY SELF —HEAL OP HEAD JI EQUAL BUTTED TO WINDOW AND it I 6" MIN OVEP WINDOW FASTNEPS J� (7)15# FELT it (8) TPIM / JAMB J� (11) SIDING PEP PLAN I / I (18) CAULK WINDOW NAIL Jai TOP EDGE LOWEP FELT FLANGE i SILL I i (1) 30# FELT PAPEP, WPAP I _ I LAP UNDEP WINDOW BEFOPE J _ _ � _ _ i —'i _ _ _ _ WINDOW INSTALLATION. _ _ I (5) 30# FELT (6) 4" TAPE SEAL OVEP FLANGE BUT NOT UNDEP JAMB FELT (11) 51DIN6 PEP PLAN TYP. EXPLODED v WINDOW FLASHING ' NUMBERS INDICATE ORDER OF APPLICATION N.S. ONE HOUR EXTERIOR WALL GA FILE NO WP 8105-FIRE TEST WP 3510 2X6 FRAMING @ 16" o.c. R-21 INSULATION 5/8" TYPE "X" GYf S U M WALLBOARD 1/2" OSB PER 5W SCHEDULE EXTERIOR SURFACE W/ 3/4" DROP SIDING OVER 1/2" GYPSUM SHEATHING ON 2"X4" WOOD STUDS AT 16" ON CENTER, INTERIOR SURFACE TREATMENT AS REQUIRED FOR 1-HOUR-RATED EXTERIOR OR INTERIOR 2"X4" WOOD STUD PARTITIONS. GYPSUM SHEATHING NAILED WITH 1-3/4" BY N°11 GUAGE BY 7/16" HEAD GALVANIZED NAILS AT 8" O.C. SIDING NAILED WITH 7d GALVANIZED SMOOTH BOX NAILS. 1H EXT. WALL DETAIL 1—HOUR WALL PEP PLANS � ,1—HOUP CEILING PEP PLANS 4" DUCT i 2 X FPAME 1 LAYEP GYPSUM WALLBOAPD TYPE "X" FIPE TAPED MIN. 1 H DUCT SOFFIT PROTECTION ADHERED VENEER 5HALL BE ELDORADO STONE OR EQUAL. EXTERIOR WALL SURFACES SHALL BE COVERED W/ A MIN. OF ONE LAYER OF AWATER-RESISTIVE BARRIER COMPLYING W/ THE REQUIREMENTS OF THE APPLICABLE CODE. GALVANIZED EXPANDED DIAMOND MESH METAL LATH COMPLYING W/ ASTM C847, Wl A MIN. WEIGHT OF 2.5 LB/YD2 (1.4 KG/M2), SHALL BE ATTACHED TO 5TUD5 SPACED 16" ON CENTER W/ GALCANIZED ROOFING NAILS. THE NAILS SHALL BE SPACED 6" ON CENTER VERTICALLY &SHALL HAVE SUFFICIENT LENGTH TO PENETRATE INTO THE STUDS A MN OF 1". A MIN 1/2" THICK SCRATCH COAT OF TYPE 5 OR TYPE N PORTLAND CEMENT MORTAR COMPLYING W/ ASTM G270 SHALL BE APPLIED TO THE METAL LATH AND SHALL CURE FOR A MIN. OF 48 HOURS. THE STONES SHALL BE ADHERED TO THE CURED SCRATCH COAT W/ A NOMINAL 1.2" THICK BED OF TYPE S OR TYPE N MORTAR. JOINTS BETWEEN THE STONES SHALL BE GROUTED. SHEAR STRENGTH 50 PSI MIN. DHERED VENEER SPECS 4X6 CEDAR 4X6 CEDAR 4X6 CEDAR 5-1/2'� N � N �i Q�Z�� : � �� FLOOR 2X BLOCKING , ADJACENT ROOMS 1 HOUR FLOOR -CEILING ASSEMBLY (TYP) ADJACENT ROOMS CORRIDOR RE -RESISTIVE PROTCTION 1 H FIRE PARTITION CONSTRUCTION NO SCALE �S r � � � v N �"� o u m V J � 0 Ww ^ o F-I rn `W N .. '`' 010 7 � � F� Ow �, �� --� �"� � Cl� ,WOOD STUDS U �o ADJACENT O O ROOMS � � � W TWO HOUR INTERIOR WALL UL DES U301 2X6 FRAMING STC 52 @ 16" o.c. 3 1/2" GLASS FIBER MIN. 5/8" TYPE "X" GYPSUM � WALLBOARD I I �—� YPSUM WALLBOARD, GLA55 FIBER, WOOD 5TUD5 TWO LAYER 5/8" TYPE X GYPSUM WALLBOARD OR � VENEER BASE APPLIED AT RIGHT ANGLE TO RESILIEN CHANNELS 8" o.c. W/ 1" TYPE S DRYWALL SCREWS. END JOINTS BACKBLOCKED WITH RESIL. CHANNELS. RESILIENT CHANNELS ATTACHED AT RIGHT ANGLES TO 2X4 WOOD STUDS 16" o.c. WITH W/ 1-1/4" TYPE 5 DRYWALL SCREWS, ON OPPOSITE SIDE: TWO LAYER 5/8" TYPE X GYPSUM WALLBOARD OR GYPSUM VENEER BASE APPLIED AT RIGHT ANGLES TO STUDS W/ 6d COATED NAILS, 1-7/8" LONG, 0.0915" SHANK,15/16"" HEADS 7" o.c. STAGGER END JOINTS 24" o.c. EACH SIDE. SOUND TESTED W/ 3-1/2" GLA55 FIBER INSULATION. (LOAD -BEARING) �R2/R2, R2/U, R2/S2 2H FIRE SEPARATION SCALE: N.S. REVISIONS: 7.21.20 7.21.20 ELEYAT01z VENTILATION SCHEDULE ATTIC VENTILATION 1zEQ'D 3.5 S.F/100 S.F Al2EA = 84.09/29 X 144 = 417.55 S.I. 1zEQ'D 16"X16" KOOF JACK @ 230 S.I. /EACH I'>zOVIDE 1 JACKS = 230 S.I. BUT MIN OF 3 S.F X 144 = 432 S.I., I'IZOVIDED 2 JACKS = 460 S.I. VENTILATION VENTILATION ATTIC VENTILATION REQ'D 1 S.F/300 S.F AREA = 4018.01/300 X 144 = 1928.64 S.I. 1zEQ'D EAVES 282.00 L.F X 4.7 SQ IN/LF(BII�D BLOCK W/ (3) 2" HOLE)=1325.40 S.I. = 74% 16"X16" ROOF JACK 230 S.I. /EACH I'�OVIDE 5 JACKS = 1,1500 S.I. = 60% OIZ 1ZIDGE VENT @ 24 5.1./LINEAL FOOT I'>zOVIDE 45' = 56% >zool= D>zAIN cALcS I 780.00 (ROOF A1zEA) / 1500 S0. FT. (3" >z00F DRAIN) _ .52 (1 D>zAIN) II 780.00 (ROOF AREA) / 1500 SQ. FT. (3" ROOF DRAIN) _ .52 (1 DRAIN) III 598.00 (ROOF AREA) / 1500 SQ. FT. (3" ROOF DRAIN) _ .40 (1 DRAIN) IIII 82.00(ROOF AREA) / 1500 SQ. FT. (3" ROOF DRAIN) _ .05 (1 DRAIN) O 3X4" DOWN SPOUTS Dlst by: BEST ti1ATERIALS� � Ph: 800-474.7570 � www BestMatenals.com � Email Sales�BestMatcr��,s ��ur� Z165 �� 8-318 [213J DIAMETER COMBINATION MAIN ROOF 8 SPECIFICATION SHEET OVERFLOW GRAIN W; LOW SILHOUETTE DOMES TAG b DOUBLE TOP -SET' DECK PLATE ONrwrr�on�1 (� I•+c�s �n0 (min I� iry S�,eNa b tWrKRactwmq tdo+antM wio c►w�q. VlAti►o�A t+�louw _ - C. `. ....� � fa' .I. s�7� [ 192] m7� [ � ?�� l� � jl I 4� [ 1 1 4 ] I I III� �I� � � - -�►- ��h��y I 1� .,.+' • `. �, i E I � 1 1 i - • - - •, A APProx- DomeOp�n ENGINEERING SPECIFICATION:ZURNZ165 Pipe Size In.[mm) Wt. Area 8-3.8"(213mmJDiameter roo(dranandoverllawdrain.Ours-Cu.�:�,-:� .��: Lbs. k S . In un' iron bodes with combination membrane flashing clamp grave' ��. �-i� 2. 3. 1 [51, 76, 102J 36 [16J 43(277] double Top -Set' deck plate, and low s,lhouette cast iron don OPTIONS ICheck�specrty appropriate uPOor>•I PIPE SIZE (Specify aizeltype I OUTLET 1 3.4 (51. 76, 102J IC Inside Caulk 2 [51 ] _ P Threaded 3 [76J _ P Threaded 4 [102J _ P Threaded 2. 3.4 (51. 76. 102J _ NH No-F#b 2 3 4 [51, 76. 102J _ NL Neo-hoc PREFIXES D.C.C.I. Body wrth Dome (1-1l4 [108J Dome Height)' ZA D.C.C.I. Body with Aluminum Oome (4-111 [108J Dome Herghtl SUFFIXES -AR Aud Res+stant Epoxy Coeted Finish E Stabc Extension 1 thru 4 (25 thru102) tSpeafy Ht.) -G Galvanu•ed Cast Iron _ -SC Secondary Clampng Collar _ -SS Stainless Steel Mesh Screen Over Dome _ -TC Neo-loc Test Cap Gasket (2. 3. 4 [51. 76. 102J NL Bottom Outlet only) _ -VP Vander} -Proof Secured Top _ -XI Vertical Expansion Joint (See Z190) �4 StaiNess SteN Perforated Gravel Guard -85 Stainless Steel Perforated Extension • Rep.rlarly �,m�shoe .,r,�e:s �u..�.•>« specrfi.d BUY NOW HERE: htt InOustrrs. LlC iMtMlcaftr�e Oraru� O�M�Mw t�0i PrRpurph A.NMN Err M U SA 167C2 Pn lSSb63-Nlb FY �talSt-Tf2f i� C:•�•e• iww Iw�wMIM lMrMd 7Sta Nasn..a Dnvr IMMfMIrN. Ontrb LSV ll2 Pn 905105 A,2t2 i�a IpSJOS t2l2 www.z�r n. c owl 'E' BODY HT. DIM. 3-7/8 (98J 2-7/16 (62[ 2-3J4 [70[ 3 [76[ 1 [1o2J 3-13/16 [97] �wwvr bestmatenals oomldetad aspx?ID=234b'_ Rev J Date 09J2Sl20I1 C.N. No. 131tI12 Prod. I Owg No 2 t 6S z W Q z C7 � N I� O � ,� 0 w ,� 0 A� 8 z G a A �� o rn -� = o o m 10.10.19 REVISIONS: � 7.21.20 0 0 :n PRINTED: SCALE: 1 / 4" =1'-0" z N o N ROOF MATERIAL W Q FINISH PER ELEVATION °' ON 7/16" OB5 50LID GDX 24-0 PLYWOOD F�--� 3 SHEATHING; 8d @ 6" O.C. EDGE F�--~ � r--� z 3 8d @ 12" O.G. FIELD ^^ ,, (7/16" 05B ACX PLYWD @EVES) 6/12 PITCH W ~ MIN 15# UNDERLAYMENT a NAIL 6" EDGE.12" FIELD � A ~ WITH 8d NAILS, U.N.O. ''� w 4/12 PITCH 4/12 PITCH 4/12 PITCH • r--� ~ � 4/12 PITCH ] 24" CARDBOARD BAFFLE 6/12 PITCH 6/12 PITCH � �q ALLOW FOR 1" AIR SPACE ��--11 MIN. EXTEND 12" ABOVE INSULATION 50LID SHEATHING OR CDX PLYWD WHERE EXPOSED TO WEATHER 1X FASCIA BD. W/ METAL GUTTER APPROVED TRU55E5 BEARING MANUFACTURED'S SEAL. �T� 5EE ROOF FRAMING PLAN FOR SPACING 1—�--I N 2X BIRD BLK'G W/ 2" SCREENED VENT HOLES WITH 1/4" • • GORRP510N RE515TANT METAL MESH COVERING � • O W �� 1--�-I LIVING AREA Q 1/2" GYPSUM WALLBOARD, TYP W/PVA VAPOR BARRIER @WALL AND GELINGS r ) `/ ^ O O MQ—I ENGINEERED J015T5,51ZE AND � � I--� SPACING PER PLAN OR 2X JOIST � W FIN. FLR. TOP PL. 1/2" GYPSUM WALLBOARD, TYP. W/PVA VAPOR BARRIER @WALL AND GELINGS LIVING AREA U SCALE: a,/4" =1'-0" H I— E__., ENGINEERED JOISTS,SIZE AND W SPACING PER PLAN OR 2X J015T H FIN. FLR. TOP PL. ��/ H �� ^�^ 1/2 GYPSUM WALLBOARD, TYP h--� WIPVA VAPOR BARRIER @WALL AND GELINGS �'/� H O Z-I 7/16" OSB OR PLYWD. SHEATING. NAIL 6" EDGE,12" FEILD WITH 8d NAILS UNLESS NOTED OTHERWISE FIRE BLOCK ALL VERTICAL OPENINGS IN WALLS AT PLATES AND FLOORS LIVING AREA GARAGE 2X STUDS @ 16" O.C. TYP .Z1.2D SIDING, SEE PLANS REVISIONS: 2X BOTTOM PLATE 2X I'.T. 51LL ANCHOR BOLT PER PLAN R-10 INSULATION 4" GONG. SLAB ON @ 24" PERIMETER 4" GRANULAR BED 4" CONC. SLAB ON 4" GRANULAR BED FIN. GRADET05LOPE - �• �• �• �• +• +• +• �• �• �• �• +• +• � •• •• •• •• •• �• •• •• •• AWAY FROM BUILDING � • ��! �<�<�<�<�<�<�<�<�<�<�<�<�<�<�<�<�<�<�<�<�<�<�<�<�<�<�<�<�<�<�<�<�<�<�<�<�<� •- = r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r z IS�� • .6.6.6.E `s�` �a�a�a��', ". ��' = PRINTED: °�s . , . , ALL REINFORCMENT MUST BE TIED IN � PLACE FOR FOUNDATION INSPECTION s 7.2 .20 5EE FDN PLAN FOR FTC. /FDN 51ZE ALL FOOTING TO BEAR ON BEARING SOIL TYf'IC�L C1�055 SECTION N.S. -IOSE BIB OR ETHER PROJEC METAL HEAD FLASHING 3LOCK TARGET PAPER AND BUIDLING PAPER PER DETAILS NON -FLANGE PROJECTIONS . _ ADHERED VENEER SHALL BE ELDORADO STONE OR EQUAL. EXTERIOR WALL SURFACES SHALL BE COVERED W/ A MIN. OF ONE LAYER OF AWATER-RESISTIVE BARRIER COMPLYING W/ THE REQUIREMENTS OF THE APPLICABLE CODE. GALVANIZED EXPANDED DIAMOND MESH METAL LATH COMPLYING W/ ASTM C847, W/ A MIN. WEIGHT OF 2.5 LB/YD2 (1.4 KG/M2), SHALL BE ATTACHED TO STUDS SPACED 16" ON CENTER W/ GALCANIZED ROOFING NAILS. THE NAILS SHALL BE SPACED 6" ON CENTER VERTICALLY &SHALL HAVE SUFFICIENT LENGTH TO PENETRATE INTO THE STUDS A MN OF 1", A MIN 1/2" THICK SCRATCH COAT OF TYPE S OR TYPE N PORTLAND CEMENT MORTAR COMPLYING W/ ASTM C270 SHALL BE APPLIED TO THE METAL LATH AND SHALL CURE FOR A MIN. OF 48 HOURS. THE STONES SHALL BE ADHERED TO THE CURED SCRATCH COAT W/ A NOMINAL 1.2" THICK BED OF TYPE S OR TYPE N MORTAR. JOINTS BETWEEN THE STONES SHALL BE GROUTED. SHEAR STRENGTH 50 PSI MIN. ADHERED VENEER SIDING gnu unnr_ i-no..r.o .. ..� .., .� MIN OVERLAP @ALL VERTICAL JOINTS INSTALL 60 MIN. GRADE D BUIDLING PAPER WEATHERBOARD FASHION STARTING FROM THE BOTTOM r FLASHING DETAIL FOR BUILT UP ROOF SYSTEMS 1. MECHANICALLY ATTACH 2 PLIES OF ROOFING BASE PLY SHEET EMBEDDED IN HOT ASPHALT TO SU857RATE, ENSURE THAT PLIES EXTEND 18" PAST UNDERLYING PORTION OF DRAIN FLANGE. 2. ON UNDER PORTION OF DRAIN FLANGE EMBED 1/3" LAYER, EVENLY SPREAD ROOFING MASTIC COMPOUND. 3. SECURELY FASTEN DRAIN FLANGE TO SUBSTRATE, USING APPROPR1ATE FA5TENERS. 4. FOR BEST RESULTS, PR1ME DRAIN FLANGE W/ ASPHALT PRIMER. ALLOW AMPLE DRYING TIME. ' 5. BEGIN B.U.R. SYSTEM EMBEDDING ALL LAYERS OF ROOFING PLY SHEET IN A FEATHERING APPLICATIDN DOWN INTO 8 QVER FLANGE. NOTE: ENSURE ASPHALTIS (i A TEMP RANGE BETWEEN 430° & 475° F 6. SECURE GRATE IN PLACEW! PROVIDED HARDWARES 7. COMPLETE ROOF SYSTEM W/ SPEQFIED SURFACING A5 REQ'D. FLASHING DETAIL FOR MODIFIED SINGLE PLY ROOF SYSTEMS i. PLACE REVERSEDSHEET OF MODIFIED PLY OVER DRAIN HOLE OPENING ON SUBSTRATE. ENSURE THAT PLY 5HEET EXTENDS 18" PAST UNDERLYING PORTION OF DRAIN FLANGE. NOTE: RECOMMEND ASPHALT PRIMER ON UNDER PORTION OF DRAIN FLANGE TO BE APPLIED BEFOREHAND. 2. PLACE DRAIN ONTO HOT MODIFIED PLY &SECURE DRAIN FLANGE TO ROOF SUBSTRATE USING APPROPRIATE FASTENER5. 3. FOR BEST RE5ULT5, PRIME TOP PORTION OF DRAIN FLANGE W/ ASPHALT PRIMER. ALLOW AMPLE DRYING TIME . 4. BACK BURN MODIFIER PLY 5HEET START ROOF 5Y5TEM DOWN INTO &OVER FLANGE. 5. SECURE GRATE IN PLACE W/ PROVIDED HARDWARES 6. COMPLETE MODIFIED SINGLE PLY 5YSTEM W/ SPECIFIED SURFACING AS REO'D. FLASHING DETAIL FOR E PD M OR RUBBER SINGLE PLY ROOF SYSTEM 1. PLACE SINGLE PLY SHEET OVER DRAIN. HOLE ON 5U65TRATE. ENSURE THAT PLY 5HEET EXTENDS 18" PAST UNDERLYING PORTION OF RECEIVING DRAIN FLANGE. 2.ON UNDER PORTION OF DRAIN FLANGE EMBED 1/3" OF WATER STOP CUT OFF. 3. SECRECY FASTEN DRAIN FLANGE TO SUBSTRATE U51NG APPROPRIATE fASTENERS. 4. EMBED SINGLE PLY SHEETS IN SPECIFIFED ADHESIVE DOWN INTO &OVER TOP PORTION OF.THE FLANGE. 5. SECURE GRATE IN PLACE W/ PROVIDED HARDWARES 6. COMPLETE SINGLE PLY 5YSTEM W/ SPECIFIED SURFACING A5 REO'D. 3" ROOF DRAINS 1405.17.2 HORIZONTAL LAP SIDING. LAP SIDING SHALL BE LAPPED A MIN. OF 1-1/4" & SHALL HAVE THE ENDS SEALED W/ CAULKING, COVERED W/ AN H-SECTION JOINT COVER OR LOCATED OVER A STRIP OF FLASHING. LAP SIDING COURSES SHALL BE PERMITTED TO BE INSTALLED W/ THE FASTENER HEADS EXPOSED OR CONCEALED, ACCORDING TO APPROVED MANUFACTURERS' INSTRUCTION. CAULK ALL BUTT JOINTS. HARDIPLANK SIDING INSTALL 60 MIN GRADE D BUILDING PAPER WEATHERBOARD FASHION STARTING FORM THE BOTTOM UUU ROOF RAFTER �-� PLACE BUILDIN ER BEHIND �� ROOF RAFTER I � � i � � R FLbW . , �. � � , � �, �� I �, I I �' y. J LEAVE 1/4" GAP EEN FASCIA \'� ANDW FASCIA \ �' IUILDIlo�'G PAPER INSTALLATION ROOF TO WALL � STEP 1: INSTALL ONE PIECE DOOR PAN OR MEMFF3RANF FI ASNIt\Ir AT TI--It?GGLJ/ll n MEMBRANE FLASHING --� �— UNDER DOOR PAN DOOR / FLASHING INSTALLATION STEP 3: PLACE DOOR FRAME W/OUT OLDING. STEP 2: EMBED THRESHOLD IN 3/8 CONTINODUS BED OF CAULK THAT RETURNS UP THE JAMB 3" ASSURE THE THRESHOLD 15 SEALED DOOR / FLASHING INSTALLATION 8" HORIZONTAL SIDING W/ 6" RE 2X3 "Z" FLASHING W/ DRIP EDG CAULK ALL JOINTS 2X12 BELLY BAND TYPICAL PENITRATION: DRYER DucT OVERSIZE HOLE 1" MAX. :HULK ALL OPENINGS BELLY BAND/ PENIT. '""' 'RUST TERMINATIONS, DSCREEN, AL CAI' Wl DRIP EDGE, AL WALL FLASHING, -(EATING CONTRACTOR ROOF TO WALL FLASHING F CHIMNEY /CHASE TERM. INSTALL 60 MIN GRADE D BUILDING PAPER WEATHERBOARD FASHION STARTWG FORM THE BOTTOM w "JOOD SIDING (DING Alit SPACE ET 2" ABOVE JOFLINE TEP FLASHING 4" UP WALL CK-OUT FLASHING ATER BARRIER TAPE �RIZ. ROOF FLASHING .LT PAPER KICK OUT FLASHING INSTALL 60 MIN GRADE D BUILDING PAPER WEATHERBOARD FASHION STARTING FORM THE BOTTOM /— BUILDING PAPER —�#6R-IZ?�NTAL WALL TO PLACE STEP FLASHING ROOF FLASHING OVER OVER INSIDE CORNER - CORNER FLASHING 4" WALL �:- �� ,�_. ;,k WALL ONE PIECE FLA ING ---� WATER F @ INSIDE NER EXTEND ROOF PAPER UP THE SIDE OF THE WALL A MIN. OF 6" ROOF Cap INSIDE CORNER �`- � PLACE STEP FLASING OVER —�� - OUTSIDE CORNER __ o ,-'�� ,� - _ .�. _ _ - - 6" � � ' _ � ON1�t-ACHING @ _ ` - - - OUTSIDE CORNER ,- — PLACE BUILDING PAPER WATER FLOW BEHIND ROOF RAFTER WATER FLOW AKE BO D LEAVE 1/4" GAP , , -�_� BETWEEN EAA��IA FASCIA ANQ-WALL >� w >L LL 0 _ ,� `o ROOF TO WALLW@ RAKE STEP 5: PLACE TRIP WITH CAULK BEHIND STEP PLACE "Z" FLASHING ON TOP OF Tt21M- ER DETAIL ON D1-"WINDOW/DOOR HEAD TRIM" STEP4: ATTA AGE FLASHING OVER FRAME 9" MOISTOP-PF MUST LAP OVER SILL LASHING DOOR / FLASHING INSTALLATION `} 6�� LSD HIGH �'ERFC+�RMUNCE U1/INd!C�'U1J' FL�►SHiG I� �,�'� ne �i FASCIA ROOF PAPER 4 - UP THE SIDE OF THE INSTALL 60 MIN GRADE` DBUi-L WALL A MIN. OF 6" PAPER WEATHERBOARD FASHION STARTING FORM THE BOTTOM ' PER DETAIL E ROOF @OUTSIDE CORNER , PAPER MUST LAP SHINGLE ' STYLE FASHION OVER "Z" FLASHING 1'-0' INSTALL 60 MIN GRADE D BUILDING IN. OV ERL P @ALL RT AL J INTS 6"6" \ PAPER WEATHERBOARD FASHION STARTING FORM THE BOTTOM i 9 � _ _ _ - - - - - 653Q RE�I�TERE� �� - - RCHITECT � _ _ _ 12" WIDE CORNER WRAP __ _------ ATIN5IDE&OUTSIDE CORNERS CONT. FROM ERIC GEDN FDN. TO EAVE .STATE QF WASH QN ----- -- ¢� "The undersigned has rovided buildi p ng _ __- ---- _ � o - _� ¢J �� enclosure documents that in my professional o� judgment are appro riate p to satisf t y he �� ' re uirements of q RCW 64.55.005 through 64.55.090. » DOOR / FLASHING INSTALLATION Note: 60 MIN PAPER OR WEATHER SMART BUILDING WRAP >=ric Gedney, Archi 11-15-2019 Date 51DING I'E12 f LAN I�>zIMA12Y W.iz.B. SECONDA1zY LINE W.>2.8. HEAD LINE1< ETAL HEAD FLA� ►1��:1�:T�»I�� DOOR HEAD TRIM WINDOW TRIM HIGH PERFORMANCE WINDOW FL/aSHING �'" eeaa9 Seam �l�lois�op Seal'::; �' � II I Z 1 I \ q " Sil! Flashing `' " Sil! Window �� °0�°� p� ® Wmp 4 lamb Flashing �t1�B�o�p � ilk®�il�4as/h) lamb flashing `gyp®ice.®� (�tloo�� p� ®r 1>� �' Sr�� a � I lMlo6s�o� �� zl= W N O .. � � � q" rT� O W �� 1---�I � � Q Head F/ashin g ��®ice®� U � �o �� O�� Q �w �� Weather -Resistive Barrier �aomQ�® i�e�s', f��7ti ', ®r WeaII�l�euSawa U Q N w Q O w REVISIONS: 11.1.19 11.4.19