|
.;
<br /> GENERAL NOTES: 19. ALL DOORS TO EXTERIOR SHOULD HAVEA ELECTIRCAL LEGEND
<br /> IRC 2015, EFFECTIVE JULY 1, 2016 MAXIMUM OF 7" HIGH RISER STEP TO A MINIMUM OF 49. FIRE STOPS SHALL BE PROVIQED TO SEAL OFF g U I LD I N G S ECTI O N
<br /> !]BILLIN�`�AND Nf�TCHINGS��STUQS• �
<br /> 36" DEEP LANDING IN TRAVEL �IRECTION, GONCEALEp DRAFT OPENING FROM VERTfCAL TO CM CARBON MONOXIDE DETEC70R
<br /> '�. NOTCHING: ANY EXTERIOR WALL QR BEARING PARTITION SHA�.L BE
<br /> AND AS AMENDED BY LOCAL ORDINANCES HORIZONTAL SPACES; INCLUDING STAIRS, TUB5, g5. INSULATION R�C�UIREMENTS ARE AS PERMIT7ED TO B�CUT OR NOTCHED TO A DEPTH NOT EXCEEDIfyG 25% OF ITS DEPTH. ' .
<br /> SHOWER, FIREPLACE, SOFFITS AND DROP CEILINGS FOLLOWS: STUDS IN NON-BEARING PARTITIpNS SHALL BE PERMITTED TO BE NQTCHED TO A `
<br /> 2015 UNIFORM PLUMBING CODE 20. BRIGK VENEER: WHEN USWG BRICK VENEER, DEPTH OF 40% OF THE STUD DEPTH. � CEILING MOUNT, INCANDESCENT �
<br /> 2015 INTERNATIONAL MECH, CQDE PROVIDE A MIN. NO, 9 GAGE APPROVED NON-CORROSIVE CEILING: R-49 OR �
<br /> 2015 INTERNATIONAL FIRE CODE TIE FOR EVERY 2 SQFT OF VENEER WALL AREA. 50, EXIT DOORS SHALL BE OPERABLE FROM THE WALLS; R-21 (��-- �� � 2. QRILLING: ANY STUD MAY BE BORED OR DRILLEQ, PROVIDED THAT THE DIAMETER WALL MOUNT, INCANDESCENT
<br /> 2015 WA STATE ENERGY CODE THESE l'IES SHALI. HAVE A DIRECT CONNECTION TO INSIDE BUT A NIGHT LATCH DEAD BOLT qR SECURITY OF THE HOLE IS NOT MORE THAN 60 PERCENT OFTHE STUD DEPTH,THE EDGE OF THE HOLE � .
<br /> ASCE 7-10 A NO. 9 GAGE WIRE IN THE MORTAR JOINT. IS NOTMORE THAN 5/8"TO THE EDGE OF THE STUD,ANI�THE HOLE IS NOT LOCATED IN THE
<br /> CHAIN MOUNTED AT A HEIGHT OF 48" OR LESS ABOVE WALLS BELOW GRADE: R-21 IF INSULATED pN SAME SECTION AS A CUT OR NOTCH. STUDS LOCATED IN EXT.WALLS OR BEARING PARTITIONS �_( FLU�RESCENT
<br /> FINISHED FLOOR MAY BE PROVIDED. THE INTERIOR. DRILLED OVER 40%AND UP TO 60% SHALL BE DOUBLED WITH NOT MORE THAN TWO � \
<br /> 21. EXTERIOR WINDOWS AND SLIDING GLASS QOCIRS USE R-10 RIGID IF INSULATED UN THE EXT, SUCCESSIVE DOUBLEd STUDS BQRED. ''
<br /> CONSTRUCTION TYPE: V-B SHALL BE TESTED BY AN APPROVED LAB AND LABELED. 51. EACH SMOKE DETECTOR SHALL RECEIV�THEIR
<br /> PRIMARY POWER FROM THE BUILDING WIRING WHEN FLOORS OVER CRAWLSPACE: R-� '.�� EXCEPTION: USE OF APPROVED STUD SHOES IS PERMITTED WH�RE INSTRLLED tN � VENTILATION FAN
<br /> 1. LIVE LOADS 22. WINpOWS SHALL BE INSTALLED AND FLASHED IN $UCH WIRWG IS SERVED FROM A COMMERCIAL SLABS (�N GRADE: R-10 RIGIp (24"WIDE AT ACCORQANCE WITH THE MANUF'S RECOMMENDATIONS.
<br /> PUWER SOURCE AND SHALL BE �QUIPPED WITH � � SMOKE DETECTOR, 110 VOLT
<br /> ACCORpANCE WITH THE MANUFACTURERS WRITTEN PERIMETER � ,
<br /> ROOF SNOW LOAD: 25 PSF A BATTERY BACK-UP. EACH SMOKE DETECTOR `
<br /> INSTRUCTIONS WHICH SHALL BE INCLUDED WITH DRILLING NOTCHING OF TOP PLATE: R602.6.1
<br /> FLOORS 40 PSF SHALL SOUND AN AUDIBLE ALARM. .
<br /> BALCONIES 60 PSF �ACH WINDOW. LOQSE FILL INSULA-f'ION SHALL COMPLY WITH .
<br /> CPSC 16 CF'R PARTS 1209 AND 1404 AND CUTTWG, DRILLING OR NOTCHING THE TOP PLATE OF AN EXTERIOR OR INTERIOR BEARING RANGE OUTLET � •
<br /> STAIRS 50 PSF 23, GLAZING IN GARAGE DOORS SHALL BE TESTED 52, WATER HEATER SHALL BE ANCHORED OR ' ' WALL, BY MOR�THAN 50%,A GALVANIZEQ METAL TIE NOT LESS THAN 16 ga AND 1 1/2"WIDE � °
<br /> EITHER PER ASTM E 330 OR ANSI DASMA 108 STRAPPED TO RESIST EARTHQUAKE MOTION. �-ABELED AS SUCH. .
<br /> DECKS 60 PSF SHALL BE FASTENED ACROSS THE AND TO THE PLATE AT EACH SIDE OF THE CUT WITH NOT
<br /> ATTIC (NO STORAGE) 10 PSF LESS THAN 8- 10d X 1/2° NAILS AT EACH SIDE. THE 71E MUST EXTEND A MIN. OF 6" PAST THE CUT. � DUPLEX RECEPTICAL
<br /> ATTIC STORAGE 20 PSF OVER VAPOR BARRIERS: INSULATIONS SHALL
<br /> 24. MULLIONS TO CONFORM TO R5612.11 2015 IRC 53. FIREPLACE: ZERO CLEARANCE FIREPLACES ARE HAVE A FLAME-SPREAD RATING NOT TO EXCEPTION: WH�N THE ENTIRE$IDE OF THE WALL IS COVERED BY WOOD STRUCTURAL
<br /> TO BE INSTALLED PER MANUFACTURERS SPECS. USE EXCEED 25 AND A SMOKE DENSITY NOT TO PANEL SHEATHING. � SPECIAL PURPOSE
<br /> 2. LATERAL DESIGN 25, ANCHOR BOLTS PER ACI 318, APEN�IX D U.L. LISTED FIREPLACE. HEARTH SHALL EXTEND A MIN. EXCEED 450.
<br /> PER 2015 IBC AND ASCE 7-10 OF 8" BEYOND THE SIDES OF THE FIREPLACE OPENING •.
<br /> FOUNDATION PLAN FIRE BLOCKING TO BE PRpVIDED BETW�EN ATTIC � DUPLEX, SPLIT WIRED
<br /> 3, PLYWD INDEX; CD, PANEL ID: SPACES AND CHIMNEY CHASES FOR FACTORY BUILT
<br /> FLOORS TO BE 32/16 26. CRAWLSpACE: F'ROVIDE APPROVEQ CLASS 1, CHIMNEYS. 66. AIR SPACE:
<br /> ROOF TO BE 24/0 (� GROUND FAULT INTERUPT �
<br /> VAPOR RETARDER-6ML- BLACK V.B. LAPPED 12"A7 54. DOORS SEPARATING THE GARAGE FROM A LIVING PROVIDE A 1 "AIR SPACE ABOVE CEILING
<br /> 4. SOIL REPORT: SOIL BEARING: 1500 PSF EACH JOINT AND SEALED OR 7APED. PROVIDE 18" MIN. SPACE SHALL BE 1 3/8" SOLID CORE WOOD DOORS INSULATION. WHERE EAVE VENTS ARE INSTALLED /� PHONE � �
<br /> CLEARANCE UNDER FLOOR JOISTS, 12" MIN CLEARANCE TIGHT FITTING WITH A SELF-CLOSING DEVICE. � PRQVIDE BA�FLING OF THE VENT OPENING TO /r � � .�
<br /> UNDER GIRDER BEAMS. DEFLECT THE INCOMING AIR ABOVE THE .
<br /> 5. ALL WOOD TO WOOD CONNECTIONS: NAI�.ING INSULATION. BAFFLES TO EXTEND 6"ABOVE FO CEILING FAN
<br /> REQUIREMENTS PER TABLE IBC 2304,9.1 27. ALL FOOTINGS TO BEAR ON UNDISTURBED SOIL WITH 55. ATTIC ACGESS: 22"X 30" MIN. WITH MIN 30" HEAD
<br /> PROPER BEARING CAPACITY. VERIFY ASSUMED ROOM CLEARANCE. INSULATE &WEATHER-STRIP BATT INSULATION OR 12"ABOVE LOOSE �ILL,
<br /> 6. GLUE LAMINATED BEAMSI DOUGLAS FIR CAPACITY OF 1500 PSF IN,FIELD. ACCESS DOOR. PROVIDE DAMAGE AND COMPRESSION TV TV CABLE
<br /> AITC SPEC. SIMPLE SPANS: 24F-V4 PRo,-�c-r�o,N. ENERGY N(JTES.
<br /> (Fb2400 PSI MIN.) (Fv 165 PSI MIN) (E- 1700000 MIN. 14 FOUNDAG OV NTN O PR�ON; TYPICAL VENT SIZE 56. SKYLIGHTS: � �6 CEILING QUTLET
<br /> " " OVIDE 0.5 SQFT OF
<br /> CANT. & CONTINUOUS: 2 V8 �
<br /> MANUFAG. AITC STAMP PER A190,1 AND ASTM D3737 VENT�LATION MIN. IF INSTALLING VENTS AT RIM JOIST, GLAZI�JG SHALL BE LAMINATED GLASS, WIRED GLASS 67 INSULATE SERViCE WATER PIPING TO R-�
<br /> THEN PROVIDE INSULATION BAFFLE AT 30 DEG. FROM TOP OR APPROVED PLAS7IC AS PER 2603,7. HEAT ' � SWITCH
<br /> 7,ALL WOOD IN CONTACT WITH CONCRETE IS �'O B OF RIMBOARD. STRENGTHENED GLASS OR FULL TEMPEREQ GL,ASS, 68. WATER TANK TO BE LABELD PER 1987 NAECA �
<br /> PRESSURE TREATED OR WOOD WITH NATURAL NO SCREENING IS REQUIRED IF USING LAMWA7ED � 2,WAY SWITCH �
<br /> 29, DOUBLE FLOOR JOISTS UNDER ALL BEARING GLASS, WIRE GLASS OR PLASTIC. 3
<br /> RESISTANCE TO DECAY 69, PROVIDE NON-COMPRESSIBLE INSULATING
<br /> PARTITIONS TYP. SOLID BL,OCK OVER BEARING WALLS PAbS QF R-10 UNDER ELECTRIC WATER FIEATER � '
<br /> 8. ALL STRUCTURAL MEMBERS TU BE HEM/FIR#2 SEE IRC R502.4 NO SCREENING IS REQUIRED WHEN USING SWITCH DIMMER � '.
<br /> OR BETTER, UNLESS NOTED OTHERWISE FULLY TEMPEREQ GLASS WITH A MAX PANEL OF 70 ATTIC AND CRAWLSPACE ACCESS PANELS � � '
<br /> 30 GARAGE SLAB ON GRADE: 4" CONCRETE SLAB WITH 16 SQFT AND THE HIGHEST POINT �F THE GLASS IS 70 BE INSULATED AND WEATHERSTRIPPED. WATERPROOF OUTLET °
<br /> 9, EXTERIOR JOINTS AROUND WINDOWS AND DOOR W�LDED WIRE MESH OVER 6" GRANULAR FILL, SLOPE NOT MORE THAN 12 FEET ABOVE THE FIN. FLOOR AND �WP �
<br /> BETWEEN WALLS AND ROOF AND BETWEEN WALL SLAB DOWN TO GARAGE DOORS 3"TYPICAL. CONCRETE THE PANE THICKNESS DOES NOT EXCEED 3/16". 71, SEAL AROUND SOLE PLATES, WIRING , �n �
<br /> PANELS, OPENINGS AT PENETRATION OF UTILITY F'C= 3000 PSI, 6%AIR ENTRAINED. PL,UMBING, DUCTS, RIM JOIS7S, MUDSILL, FLUES VVHOLE HOUSE FAN `�
<br /> SERVICES THROUGH WALLS, FLOORS AND ROOF 31. FOUNDATION PLATES OR SILLS SHALL BE OF WOOD SKYLIGHTS SHALL HAVE A 4" MIN . HIGH CURB LIGHT FIX7URES, AND PARTITION STUD WALL
<br /> SHOULD BE SEALED ,CAULKED GASKETED OR PRESSURE TREATED WITH AN APPROVED PRESERVATIVE INSTALLED ON ROOFS W{TH A SLOP� LE55 THAN 45 DE . PENETRATIONS. •�
<br /> WEATHER-STRIPPED. OR FOUNDATION GRADE REDWQQD, ALL MARKED OR 57, EGRESS WINDOWS: 72, Ex�Ea�oR 000Rs ANo w�Noows -ro BE LATERAL I N FORMATIQN
<br /> 10. ALL WINDOWS AND DOORS SHALL LIM�T AIR BRANDED BY AN APPROVED AGENCY• EGRESS WINDOWS TO HAVE A MINIMUM OPERABL� CAULKED AND WEATHERSTRIPPED ,
<br /> INFILTRATION TO 0.5 CFM PER LINEAL FOOT OF PRQVIDE ANCHOR BOLT WITHIN 12" OF PLATE ENDS AND A qREA OF 5.7 SQFT. THE MINIMUM CLEAR HEIGHT OF INSUL,ATE EXTERIOR WALL HEADERS TO R-10 WIND IBC SEC. 1603.1.4 �
<br /> ..
<br /> EACH CRACK OR DOOR AREA RESPECTIVELY. MINIMUM OF 2 BOLTS PER PLATE SECTION. ANCHOR THE OPENING MUST BE 24"AND THE MINIMUM CLEAR 73, RECESSED LIGHT F�XTURES 70 LIMIT AIR 1. ULTIMATE DESIGN WIND SPEED: 110 MPH o ,
<br /> BOLT WASH�RS TO BE 3"X3"X 0.229" (MIN} SQUARE, GALV. WIDTH TO BE 20° SILL HEIGHT TO BE AT A MAXIMUM LEAKAGE �
<br /> BASIC WIND SPEED = 85 MF'H
<br /> 11. CONCR�TE MIN. CONCRETE STRENGTH: SEAL SEALER SHALL BE WSTALLED . UF 44"ABOVE FINISHEQ FLOOR. 2. RISK CATEGORY: II � .�
<br /> 3000 PSI AT 28 DAYS 32 FOUNDATION WALL,S SHAL,L EXTEND AT LEAST 8"ABovE STAI R NOTES ALL INTERIOR AND EXTERIOR STAIRWAYS SHALL BE PROVIDED WITH A MEANS TO ILLUMINATE THE STAIRS, 3. WIND EXPOSURE: B o :
<br /> RQOF PLAN 4. iNTERNAL PRESSURE COEF: 1.0 Z
<br /> 12 REINFORCING BARS: FINISHED GRADE SOIL ADJACENT TO THE WALL AT ALL POINTS. INCLUDING LAND(NGS AND TREAD. STAIRWAY ILLUMINA710N SHALL RECEIVE PRIMARY POWER FROM THE 5. COMPONENTS AND CLADDING: 20 PSF
<br /> CONFORM TO ASTM A615, 40 OR 60 KSI 74. MWIMUM HEADROOM ABOVE STAIR TREAD �UILDING WIRING. fNTERIOR STAIRWAYS SHALL BE PRqVIDED WITH AN ARTIFICIAL LIGHT SOURCE LOCATED .
<br /> CLEARANCES: 33. IBC 2304.9.5.1 58. ASPHALT SHINGLES SHALL COMPLY WITH NOSING TO BE 6'-8" CLEAR: IN THE IMMEDIATE VICINITY OF EACH LANDING OF THE STAIRWAY, FOR INTERIOR 57AIRS THE ARTIFICIAL L
<br /> ALL FASTENERS AND HARDWARE IN CONTACT WITH PRESSURE ASTM D 7158, 85 MPH; D, G OR H OR LIGHT SOURCES SHALL BE CAPABLE C�F ILLUMINATING TREADS AND LANDINGS TO LEVELS NOT LESS THAN �
<br /> 3" CLEAR TO EARTH AT BQTTOM OF FOOT'G TREATED LUMBER IS TO BE HOT-DIPPED G185 ZINCE COATED ASTM D 3161, 85 MPH, A, D OR F p� p 1-FOOT CANDLE PER SQUARE FOOT, MEASURED AT THE CENTER OF TREADS AND LANDINGS. EXTERIOR EAR7HQUAK�: IBC 1603.1.5 o U o
<br /> 1 1/2" CLEAR TO EARTH AT SIDES 75, SPACE SPIN ES TO REVENT PASSAGE OF STAIRWAYS SHALL BE PROVIDED WITH AN ARTIFICIAL LIGHT SOURCE LOCATED UN THE IMMEDIATE �
<br /> „ GAL;VANIZED �� �u� m o
<br /> 3/4 CLEAR TO SIDES NOT EXPOS�D TO 4 3/8 DIA SPHERE AT OPEN SIDES OF STAIR. 1. RISK CATEGORY : II
<br /> CUNNECTORS PER ASTM A653, TYPE G1$5 MIN, 59. PRE�MANUFACTURED WOOD TRUSSES: VICINITY OF THE TOP L.ANDING OF THE STAIRWAY. EXTERIOR STAIRWAYS PROVIDING AGCESS 70 A BASEMENT �> .� �
<br /> EARTH OR MOISTURE 76, HANDRAfL: FRON TME OUTSIDE GRADE LEVEL SHALL BE PROVIDED WITH AN ARTIFICIAL LIGHT SOURCE LOCATED IN 2. S�ISMIC IMPpRTANCE FACTOR: le = II � 3
<br /> A) EACH TRUSS SHALL BEAR THE QUALITY CONTRO 3. MAPPED SPECTRAL RESPONSE � `° � �
<br /> STAMPS AS WELL AS THE MANUFACTURING PLANT'S TYPE I THE �MMEDIATE VICINITY OF THE BOTTOM LANDING OF THE STAIRWAY. AN ARTIFICIAL LIGHT SQURCE IS NOT o o Z .;,,
<br /> 13: SOIL FLOOR PLANS 2 sEcoNo % G ACEL = 125 � � " �
<br /> ALLOWABLE SOIL BEARING STRENGTH TO BE NAME, ADRESS, DESIGN LOAD AND MAX, SPACING HANDRAILS WITH CIRCULAR CROSS SECTION TO REQUIRED AT THE TOP AND BOTTOM LANDING, PRIVIDED AN ARTIFICIAL LIGHT SOURCE IS LOCATED 1 SECO D = 0 � N � 3 � �
<br /> 34. EXTERIOR WALL CONSTRUCTION: BE 1 1/4" -2" DIA. IF NOT CIRCULAR, THEN 4" MIN DIRECTLY OVER EACH STAIRWAY SECTION. WHERE LIGHTING OUTLETS ARE INST'ALLED 1I� IN7ERIdR STAIRWAYS, N 4 �
<br /> - ... ,...
<br /> ASSUMED AT 1500 PSI OR P�R SOILS ENGIN�ERING B SHALL BE INSTALLED AND BRACED AS PER PERIMETER AND 6 1/4" MAX. WITH A MAX. CROSS THERE SHALL BE A WALL SWITCH AT EACH FLOOR LEVEL TO CONTROL THE LIGHTING OUTLET WHERE THE 4. 51TE CLASS: D o � d o U a . ,
<br /> REPORT. DISIGN MIN FOR EQUIVALENT 2X6 HF2, STUDS AT 16" OC TYP. UNLESS NOTED OTHERWISE ) 5, D�SIGNEp SPECTRAL RESPONSE ? '
<br /> FLUID PRESSURE TO BE 30 PCF OR PER SOILS 35. INTERIOR WALL CONSTRUCTION: MANUFACTURES SPEC DIMEN510N OF 2 1/4". EDGES SHALL HAVE A STAIRWAY HAS SIX OR MQRE RISERS. THE ILLUMINATION OF EXTERIOR STAIRWAYS SHALL BE CONTROLLED
<br /> REPORT 2X4 HF2 STUDS AT 16" OC TYP. UNLESS NOTED OTHERWISE C) ENGWEERING DATA AND DETAILS SHALL BE
<br /> MINIMUM RADIUS OF O.Q1 INCHES. FROM INSIDE THE DWELLING UNIT. R303,6 SDs = 0.84 SD1 = 0.42
<br /> DING OFFICIALS BEFqRE ANY Q '
<br /> APPROVED BY TH E BUfL 6. SEISMIC DESIGN CATEGORY: D
<br /> 36. EXTERIOR DOORS REQUIRE A 36"DEEP MINIMUM LANDING AT EAC FIELD CUTS OR TRU5S AL7ERATIONS. PROJECTION FROM WALL SNALL BE A MIN. OF � .
<br /> SIDE OF THE DOOR, EXTERIOR LANDINGS SHALL BE A MAXIMUM O 1 '�/2" CLEAR SPACE. 7. BASIC SEISMIC FORCE-RESISTING SYSTEM: �
<br /> 7 3/4" LOW�R THAN 7H� QOOR TMRESHOLD PROVIDED THE DOOR BEARING WALL $YSTEM, LIGHT FRAME '
<br /> D) SHALL HAVE DESIGN DETAILS AND DRAWINGS �N ADHERED VEN�ER �
<br /> VER WALL WITH RATED WOOD STRUCTURAL PANELS
<br /> SITE FOR FRAMING INSPECTION. TOP OF HANDRAIL SHALL BE BETWEEN 34 INCHE m� .�
<br /> ELEVATIONS T��E LA DING THEN THE LAND NG�SfHq ��g D002S ��M M BELO TO 38 INCHES ABOVE NOSWG. RETURN ALL RAI 84. INSTALL VENEER AS FOLLOWS: ACI 530/ASCE 5/TMS 402 8. DESIGN BASE SHEAR, V. SEE PAGE 2 OF CALC PAGES m m m � � �
<br /> THE DOOR THRESHOLD. E) PRE-FAB WUOD TRUSSES TO BE DESIGNEp BY A ENDS TO WALL OR NEWELL POST OR SAFETY VENEER UNITS SHALL NOT EXCEED 2 5/8"l"HICK, 36" �N ANY 9. SEI5MIC RESPONSE COEF:, Cs = 0,129 � m � � � � Y
<br /> 14. CHIMNEYS TO BE MIN 2-0 ABOVE ANY POR710N 37. ELEVATORS TO COMPLY WITH ASME A17,1(CSA B44 IRC SEC. R321 LICENSED WASHINGTQN STATE ENGINEER. DESIGN A D ` 3 � � � �
<br /> OF ROOF OR STRUCTURE WITHIN 10'-0"TO THE � � TERMINALS. USE OF A VOLUT� OVER �OWEST DIRECTION, NOR MORE THAN 5 SQFT IN AREA AND Nb7 WEIGH 10. RESPONSE MODIFICATION FACTOR: 6.5 �' � > a
<br /> LAYOUT TO BE SUBMITTED FOR APPROVAL ANb TO B 11.ANALYSIS PROCEDURE USED: ASCE 7-10 � ° v � �' a '
<br /> CHIMNEY. 38.OVERHEAD GARAGE DOORS SHALL BE TESTED IN ACCORDANCE 7READ IS ALLQWED. MORE THAN 15 POUNDS PER SQFT.
<br /> 1NITH EITHER ASl'M E 330 OR ANSI/DASMA 108 AND MEET ACCEPTANCE AVAILABLE AT JOB SITE FUR (NSPECTION. ,
<br /> CRITERIA OF ANSI/DASMA 108, G) GABLE-END TRUSSES TO HAVE VERTICAL MEMBER 77, TREAD5 ; 10 (NCHES MIN. FROM NOSWG A PASTE C�F NEAT PORTLAND CEMENT SHALL BE BRUSHED ON THE , .y
<br /> 5. PROVIDE SAFETY GLASS IN: �� BACKING AND THE BACK OFTHE VENEER UNIT. SMOKE ALARMS; ,
<br /> 39. ALL STRUCTURAL PANELS WITHIN THE CONDITIONED SPACE, BETWEEN DIAGONALS AT 24 OC, FOR SHEATHING TO NQSING. � �
<br /> SHALL BE IDENTIFIED AS'EXPOSURE 1, EXTERIOR OR HUD APPROVED. ATTAGHMENT,. TYPE 'S' MORTAR THEN SHALL BE APPLIED TO THE BACKING AND �
<br /> ALL INGRESS AND EGRESS DOORS INCLUDING ALL SMOKE ALARMS SHALL BE LISTED AND LABELED IN ACCORDANCE
<br /> H APPROVED HANGER$ TO BE US�D AT ALL 78. RISERS: 7 3/4" MAXIMUM HEIGHT. THE VENEER UNIT. �
<br /> SLIDING, SWINGING OR STORM DOORS. 41. CRAWL.SPACE ACCESS: 18 X 24" MIN � WITH UL 217 AND WSTALLED IN ACCORDANCE WITH THE PROVISIONS QF (�
<br /> CONNECTIONS. SUFFICIENT MORTAR SHALL BE USED TO CREAT�A SLIGHT EXCESS THIS CODE Af�D THE HOUSEHOLD FIRE WARNING EQUIPMENT PROVISIONS N
<br /> INSULATE AND WEATHER STRIP DOOR. PRQVIDE 80. WHEN USABLE SPACE IS PROVIDED BELOW (� t`
<br /> SHOWER OR BATH DOORS. TO BE FORCED OUT THE EDGES OF THE UNITS. THE UNITS SHALL, BE OF NFPA 72 W G� c� �
<br /> DAMAGE AND COMPRE5510N PROTECTION, A STAIRWAY; THE UNpERSIDE CEILING AND TAPPE� If�TO PLACE SO AS TO COMPLETELY FILL THE SPAcE BETWEEN � � �
<br /> I) BOTTOM CMORD OF 7RUSSES TO BE HELD OFF OF (] � �p ,
<br /> �� 42. LIGHT ACTIVATION: NON-BEARING WALLS W�?H SIMPSON S7D CLIP OR WALLS ARE TO BE SHEATHED WITH ONE LAYER THE UNITS AND THE BACKING. EACH SMOKE DETECTOR SHALL RECEIVE THEIR PRIMARY P�WER FROM THE y W ¢ �
<br /> GLAZING WITHIN 60 OF DRAIN IN TUB OR SHOWER. OF 1/2" TYPE 'X' GYF' BD,. � d�
<br /> FOR INTERIOR STAIRS, A SWITCH SHALL BE INSTALLED AT EQUAL. GABL,E-END TRUSS TO BE DIAGONALLY W H E N S TR I N GE R S PA C I N G I S GREATER T"HAN 16', BUILDING WIRING WHEN SUCH WIRING IS SERVED FROM A COMMERCIAL U � 'S �.,, ��
<br /> GLAZING WITHIN 24" RADIUS HORIZONTALLY OF EACH FLOOR LEVEL WHERE THERE ARE SIX OR MORE BRACED FROM RIDG� EACH WAY TO TOP PLATE. THEN TWO LAYE S SH LL BE PROV DED. THE RESULTING THICKNESS OF MORTAR IN THE BACK OF THE UNITS SOURCE AND SHALL BE EQUIPED WITH A BATTERY BACKUP AND EACH � cn LLj m
<br /> RISERS. THIS SHALL ACTIVATE LIGHTING OF THE STAIRWAY. PROVIDE 2X6 STRONG BACK ON TOP OF BOTTOM R A I SHALL NOT BE LE55 THAN 1/2 OR MORE THAN 1 1/4 DETECTOR SHALL SOUND AN AUDIBLE ALARM. Q t� O '
<br /> A DOOR EDGE IN CLOSED POSITION. EXTERIOR STAIRS TO HAVE A LIGHT AT THE TOP LANRING, CHORD AT MID SPAN (OR AT 1/3 POWTS OF SPANS W � R= N
<br /> 81. FIRE-BLOCKING MUST BE RROVIDED J �,,� Z � �....
<br /> GLAZING IN RAILINGS. 43. FURNACES LOCATED WITHIN THE GARAGE SHALL BE OVER 28 FEET) BETWEEN STRINGERS AT LOW, MIDDLE AND DETECTORS SHALL INTERCONNEC7 SUCH THAT ACTIVATION OF ONE ALARM � N � ��
<br /> INSTALLED WITH THE PILOTS ANQ BURNERS OR HEATING HIGH POINTS . USE 2X NOMINAL LUMBER OR WILL ACTIVATE ALL ALARMS, � �
<br /> J)TRUSS TO TRUSS CONNECTION HARDWAR�TO BE <:-�•
<br /> GLAZING IN WALLS ENCLOSING STAIRWAY LANDING ELEMEN7S AND SWITCHES AT LEAST 18"ABOVE TME FLOOR OTHER APROOVED MATERIAL. SHEAR WALL SCH EDULE 2015 IBC 0 ? '
<br /> OR WITHIN 5 FEET OF THE BOTTQM AND TOP OR (MIN. BTU RATING AS REQUIRED) DESIGNED BY TRUSS ENGINEER. CARBON MONOXIDE DETECTORS: � ..
<br /> STAIRWAYS WHERE THE BOTTOM EDGE OFTHE K) NO CUTTWG OR OTHER MODIFICATION OF TRUSSE 82. WINDERS MAY BE USED IF THE REQUIRED USING 7/16" OSB LUMBER: HF2 16"OC MIN„ USING 10d NAILS CARBON MONOXIDE DETECTORS REQUIRED IN DWELLING UNITS WITHIN WHICH ` "
<br /> GLASS IS LESS THAN 60"ABOVE THE WALKING 44. WATER HEA7ER PER 1987 NAECA AND LABLED AS 5UCH. ARE ALLOWED WIDTH OF THE RUN IS PROVIDED AT A POINT NO FUEL-FIRED APPLIANCES ARE INSTALLED AND IN DWELLING UNITS THAT HAVE �- �
<br /> SURFACE. MORE THAN 12 INCHES FROM 7HE SID� OF THE r-""'--'-r-"-`� USING m N
<br /> SEC. 504.2.1 2012 WSEC. ELECTRlC HEATERS SHALL BE WALL AN ATTACHED GARAGE.
<br /> PLACED ON A NON-COMPRESSJBLE INSULATED SURFACE OF 60. ROOF VENTILA710N REQUIREMENTS: STAIRWAY WHERE THE TREADS ARE l'HE NAIL NAII, SPACING BLOCKIN ( SILL PLATE ( BOTTOM PLATE HF2 0 � �
<br /> SYMBOL AT PANEL � ANCHOR BOLTS � NAILING LUMBER '
<br /> GLAZING THAT MEETS ALL OF THE FQLLOWWG R-10 MIN. VAWE. NARROWEST, BUT IN NO CASE SHALL ANY WIDT ' ON PLANS EDGES I ( INSTALL OUTSIDE OF EACH SEPARATE SLEEPING AREA IN THE IMM�DIATE VICINITY
<br /> SHALL ALSO BE SAFETY GLASS: 2 X VENT BLOCKWG SHALL HAVE THREE 2" DIA. OF THE RUN BE LESS THAN 6"AT ANY POINT. EDGE5 STUDS PLATES L-���___-J VALUE (UNDER ASD) OF THE BEDROQM AND ON EACH FLOOR LEVEL OF THE BUILDWG.WAC51-51 R315.1
<br /> 45 FIREBLOCKING PER IRC R302.11 ,,
<br /> FIRE BLOCK AT ORENING AROUND VENTS, PIPES, DUCTS, HOLES AT 4" OC WITH CORROSION RESIS7AN7 WIRE p�_6 �pd �� �� �� YES �� p 4�� 16d @ 5" OC WHERE A FUEL BURNING APPLIANCE IS I�OCATED WITHIN A BEDRM OR ITS ATTACHED
<br /> INDIVIDUAL PANELS IN EXCESS OF 9 SQFI"AN� CABLES AI�D WIRES AT CEILWG AND FLOOR L�VELS WITH AN METAL MESH WITH OP�NINGS OF 1/4 Q N E HOU R S EPARA�IC�N � 12 5 5/8 IA @ 3 OC 254 BATHROOM,A CARBON MOOXIDE ALARM SHAL.L BE INSTALLED WITHIN THE BEDRM.
<br /> BOTTOM LESS THAN 18" OFF THE FLOOR AND APPROVED MATERIAL TO RESIST THE FREE PASSAGE OF 61, CROSS HATCHED AREAS ON ROOF PLAN 10d �� �� 4° �� �� �� FOR ADDITIONS &ALTERATIONS,AN EXCEPTION IS GRANTED FOR OWNER OCCUPIED �
<br /> WITH A TOP EDGE GREATER THAN 36"ABOVE P1-4 4 12 YES 5/8 DIA @ 22 OC (2) 16 d@ 8 OC 377 W �
<br /> FLAME AND SMOKE. INDICATE OVERFRAMING SINGLE FAM. RES LEGALLY OCCUPIED BEFORE JUL:Y 26, 2009. (RCW 19.27.530(2)(B)
<br /> FINISHED FLOOR AND ONE OR MORE WALKING 83, THE FOLLOWING IS REQUIRED WHEN U51NG �� 12" 3" 5(8" DIA 18" OC 2 16 d a� 6" OC DETECTORS SHALL BE LISTED PER UL 2075 � ��_.
<br /> SURFACES WITHIN 36" HORIZ. TO THE PLANE OF PRE-MANUFACTURED JOIST PRODl1C7S OVER P1-3 10d 3 YES @ � � 492 O � Q U
<br /> DRAFTSTOPPING PER R 302.12 62. VALLEY FLASHING: INGLE STATION CARBpN MONOXIDE ALARMS SHALL BE LISTED WITH UL 2034 Y <C ?> �
<br /> THE GLAZING. A GARAGE, P1-2 10d �� �� 2" YES 3/4" DIA @ 15" OC � '
<br /> VALLEY FLASHING FOR WOOD SHINGLES & SHAKES 2 12 (2) 16 d@ 5" OC 631 ND WSTALLED PER MANUF. INSTRUCTIONS. _ ' '
<br /> � A/ �. r
<br /> TWO (2) LAYERS OF 1/2° THICK TYPE 'X' � � F= � ' ' '
<br /> 46. ALL TUBS AND SHOWER Sl'ALLS: GYPSUM BOARD APPLIED TO THE BOTTOM p2_4 ��d 4" 12° 4" YES 3(4" DIA @ 12" OC �� '
<br /> 1 . HOLD WOOD SID ING 8"ABOVE FINISH�D GRADE, OR 2" F I R E B L O C K B E T W E E N S T U D S. VAI,LEY FLASHING SHALL BE NOT LESS THAN NO. 28 FLANGE. ALL BUTT JOINTS OF THE FLOOR (2) 16 d@ 4 OC 754 BEAM SPECIFICATIONS: � Q �j �
<br /> A B O V E P A V E D S U R F A C E. LIMIT SHOWER FLOW TO 2.5 G.P.M. G A, G A L V A N I Z E p S H E E T T H A T I 5 C O R R O S I O N-R E I S T A N T SHEATHING MUST FALL ON FRAMING MEMBERS 3" �2�� 3" YES 3/4" DIA @ 9" OC �� m W �
<br /> P2-3 10d (4) 16 d@ 6 OC LL'
<br /> WATERPROOF WALLS TO MIN 70"ABOVE DRAIN INL�T WITH M�TAL APPLIED OVER AN UND�RLAYMENT OF NOT 984 GLUE LAMINATED BEAMS.....GLB � r. � Q �
<br /> 17. WHEN AN OPERABLE WINDOW IS MORE THAN HARD, SMOOTH, NONABSORBANT FIN�SH MATERIAL LESS THAN TYPE 15 LBS, FELT, EXTEND AT LEAST THE FIRST LAYER OF BOARD 15 ATTACHED WIT 10d 2" 12" 2" YES 3(4"' DIA T' OC �� MANUF. & LABEL PER AITC A190.1 AND ASTM D3737 0�0 w +'
<br /> �� �� 12 EA. WAY FOR SHINGLES ANQ SHINGLES. OVERLAP �� � � �� P2-2 @ (4) 16 d@ 5 OC 1262 �
<br /> 72 ABOVE GRADE, THE WINDOW SILL SHALL BE 24 1 5/8 LONG TYPE S SCREWS AT 12 ON CENTE . 24F-V4 N N
<br /> ABOVE FINISHED GRADE MINIMUM. ALL GLAZING INCLUDING WINDOWS WITHIN 60" OF NOT LESS THAN 4" THE SECOND LAYER IS INSTALLED WITH THE � ''
<br /> 24F-V8 FOR CANTILEVERS
<br /> DRAIN INLET, SHALL, BE SAFETY GLASS. JOWTS STAGGERED FROM THE FIRS7 LAYER. �
<br /> 18. WINDOW SIZES, AS NOTED ON �LOOR PLANS, ARE VALLEY FLASHING FOR ASPHALT$HINGLES AS REQ�o CRITI CAL NOTES BELOW E= 1.7 X 10 6 PSI MIN
<br /> WHEN ARPLICABLE, ON EXTERIOR WALLS INSULATE F�R WOOD SHWGLE5 EXCEPT THEY SHOULD BE IT SHALL BE FASTENED WITH 2 INCH LONG Fb = 2400 PSI =
<br /> GIVEN STRICTLY AS APPDXIMATE SIZES, gEHIND TUBI ( } TYPE 'S' SCREWS SPACED 12" OC. IN THE FIEL NOTES: fV = 165 PSI '_ °�
<br /> SHOWER RARTITIONS AND CORNERS. INSTAL UNDERLAYED W/ 15 LBS FELT EXTENDING�18" EA WAY � � �•
<br /> REFER TO CONTRACTOR OR OWNER FOR INFORMATI N AND $" OC AT THE BUTT JOINTS. 1. P1- SYMBOL IS SHEATHWG ON ONE SIDE OF WALL, HURIZ. OR VERTICAL ON STUDS. 1 . o � �
<br /> ON MANUFACTURER AND THE SPECIFIC SIZES TO BE 4 MIL PLY VAPOR BARR�ER, LAMINATED VENEER LUMBER ..... LVL �� � � �
<br /> ,. a ❑
<br /> INSTALLED. INSTALL PER MANUFAC7URER. KEEP P2- IS SH�A7HING ON BOTH SIDES OF WALL, STAGGER JOIN7S OF OPPOSITE SID� OF WALL �'�` �
<br /> WHEN WATER RESISTANT GYPSUM BOARD IS USED, DO NO E = 1.8 X 10'6 PSI �.,�,�y� s�a�e Sheet Scale ; '4 '
<br /> INSTALLATION INSTRUCTIONS ON SITE, Fb = 2600 PSI
<br /> INSTALL OVER A VAPOR BARRIER OR UN A CEILING. NAIL SIZES: '^� , , '
<br /> 2. FRAMI�1G STUDS AT 16" OC , HF2 OR �ETTER. FV= 285 PSI ����� ,�{��;(, � orawio9No. � `
<br /> INDOWS NOTED AS EGRESS ARE TO MEET THE 47. PROVIDE 6 SQ IN OUTSIDE Af,R DUCTED TO FIREBOX OF Fc= 750 PSI � � ���'r '�"�C! '
<br /> OLLOWING REQUIREMENTS: FIREPLACES AND WOOD 51"OVES. PROVIDE TIGHT F17TfNG 8d COMMON 0.131° DIA X 2 1/2" LONG 8d BOX Q.113" DIA X 2 1/2" LONG 3. A7 ALL P1-3, P1-2 AND ALL P2- WALLS, ALL FRAMING MEMBERS RECEIVING EDGE NAILWG FROM ABUTTING I'ANELS .
<br /> 5.7 SQFT OF PERERABLE AREA MINIMUM. DOOFtS AND TIGHT FITTING DAMI'ERS. 10d COMMON 0.148" DIA X 3" 10d BOX 0.128" DIA X 3" SHALL BE SINGLE 3X MATERIAL. UNLESS OTHERWISE NOTED SPECIFICALLY ON PLAN. PARALLEL STRAND LUMBER ..... PSL � � �, N� �
<br /> 20" MIN. CLEAR WIDTH OPENING ,/ �•��'���� `��°�,���
<br /> 24" MIN, CLEAR HEIGHT OPENING 48. RROVIDE 4X4 POST (OR STIJD EQUAL} UNDER ALL BEAMS 16d COMMON 0,162" DIA X 3 112" 16d BpX 0.135" DIA X 3 1/2" 4. NAILS 5HALL BE DRIVEN SO THAT THEIR HEAD IS FLUSH, BUT SHALL N07 FRACTURE THE 5URFACE OF THE SHEATHING. E - 2.Q X 10'6 PSI , �T�',T��,=y�������t,��-f���� � of
<br /> MAXIMUM SILL HEIGHT OF 44"ABOVE FINISHED FL . Fb = 2900 PSI '~-�v
<br /> (4X6 UNDER BEAM SPLICES) SOLID BLOCK SUPPORTING WH�N USING NAIL GUNS, C�NFIRM NAIL DIAMETERS AT EQUAL TO OR GREATER THAN ABOVE DIAMETER 5. P1-3, P1-2, P2-2 , P2-3 AND P2-4 WALLS REQUIRE A SINGLE 3X SILL PLATE TO FOUNDATION. Fv = 2�J0 PSI �`°�""�''� "� �'� �
<br /> FLOORS. �""
<br /> Fc= 750 PSI
<br /> . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . ��Yt
<br />
|