6623 HIGHLAND DR 2015 Plans 2022-10-28

EXCERPTS OF THE 20 I 2lnternational Residential Code: Part 111 Chapter 3 BUILDING PLANNING C R��IVE _ - ,_- �'�C�OM�_- -�� 30 I.3 STORY HEIGHT. R308.4 HAZARDOUS LOCATIONS. R308.6 SKYLIGHTS AND SLOPED GLAZING. R309.5 FLOOD HAZARD AREAS. SECTION R3 I 1 Bl11LDINGS CONSTRUCTED IN ACCORDANCE WITH 7HESE PROVISIONS SHALL BE LIMITED TO THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR 7HE SKYLIGHTS AND SLOPED GLAZING SHALL COMPLY WITH THE FOLLOWING SECTIONS. FOR BLIILDINGS LOCATED IN FLOOD HAZARD AREAS AS ESTABLISHED BY TABLE R301.�(1), MEANS OF EGRESS Precision F� Grace STORY HEIGHTS OF NOT MORE THAN THE FOLI.OWING: PLIRPOSES OF GLAZING: GARAGE FLOORS SHAl.L BE: I. FOR WOOD WALL FRAMING, THE LATERALLY LINSIIPPORTED BEARING WALL STUD I. GLAZING IN SWINGING DOORS EXCEPT JALOLISIES R308.6.I DEFINITIONS. R3 I I. I GENERAL. 2508 Audubon Park Dr SE 1. ELEVATED TO OR ABOVE THE DESIGN FLOOD ELEVATION AS STAIRWAYS, RAMPS, EXTERIOR EGRESS BALCONIES, HALLWAYS AND DOORS SHALL COMPLY Sammamish, WA 98075 HEIGHT PERMITTED BY TABLE R602.3(5) PLUS A HEIGHT OF FLOOR FRAMING NOT TO EXCEED 2. GLAZING IN FIXED AND SLIDING PANE�S OF SLIDING DOOR ASSEMBLIES SKYLIGHTS AND SLOPED GLAZING. GLASS OR OTHER TRANSPARENT OR TRANSLUCENT DETERMINED IN SECTION R323; OR WITH THIS SECTION. I 6 INCHES. AND PANELS IN S�IDING AND BIFOI.D CLOSET DOOR ASSEMBLIES. GLAZING MATERIAL INSTALLED AT A SLOPE OF 15 DEGREES(0.26 RAD) OR MORE FROM VERTICAL. GLAZING MATERIALS IN SKYLIGHTS, INCLIIDING LINIT SKYLIGHTS, 2. LOCATED BELOW THE DESIGN FLOOD ELEVATION PROVIDED THEY R3 I I.� CONSTRUCTION. 206-619-3995 EXCEPTION: FOR WOOD FRAMED WALL BUILDINGS WITH BRACING IN ACCORDANCE WITH 3. GLAZING IN STORM DODRS. SOLARILIMS, SLINROOMS, ROOFS AND SLOPED WALLS ARE INCLLIDED IN THIS ARE AT OR ABOVE GRADE ON ALL SIDES, ARE USED SOLELY FOR Zeclectic7@gmaii.com TABLE R602.10.I, THE WALL STUD CLEAR HEIGHT USED TO DETERMINE THE MAXIMUM DEFINITION. PARKING, BUILDING ACCESS, OR STORAGE, MEEI'THE R311.2.I AITACHMENT. Skype:eclecdcseven PERMITTED STORY HEIGHTMAY BE INCREASED TO 12 FEET WITHOIIT REQLIIRING AN 4. GLAZING IN ALL 11NFRAMED SWINGING DOORS REQUIREMENTS OF SECTION R323, AND ARE OTHERWISE REQUIRED EXTERIOR EGRESS BALCONIES> EXTERIOR EXIT STAIRWAYS AND SIMILAR ENGINEERED DESIGN FOR THE BUILDING WIND AND SEISMIC FORCE RESISTING SYSTEMS UNfT SKYLIGHT. A FACTORYASSEMBLED, GLAZED FENESTRATION UNIT, CONTAINING CONSTRUCTED IN ACCORDANCE WITH THIS CODE. MEANS OF EGRESS COMPONENTS SHALL BE POSITIVELYANCHORED TO THE PRIMARY PROVIDED THAT THE LENGTH OF BR,4CING REQLIIRED BY TABLE R602.10.1 IS INCREASED BY 5. GLAZING IN DOORS AND ENCLOSIIRES FOR HOT T118S, WHIRLPODLS, ONE PANEL OF GLAZING MATERIAL, THAT ALLOWS FOR NATLIRA( DAYLIGHTING STRUCTURE TO RESIST BOTH VERTICAL AND LATERAL FORCES. SUCH ATTACHMENT � MLILTIPLYING BY A FACTOR OF I.�O. WALL STIIDS ARE STILL SUBJECT TO THE REQLIIREMENTS SALINAS, STEAM ROOMS, BATHTUBS AND SHOWERS. GLAZING IN ANY THROUGH AN OPENING IN THE ROOF ASSEMBLY WHILE PRESERVING THE SHALL NOT BE ACCOMPLISHED BY LISE OF TOENAI�S OR NAILS Sl1BJECT TO OF THIS SECTION. PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE WEATHER-RESISTANT BARRIER OF THE ROOF. R3O9.6 AUTOMATIC GARAGE DOOR OPEN ERS. WITHDRAWAL. � THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 601NCHES AUTOMATIC GARAGE DOOR OPENERS, IF PROVIDED, SHALL BE LISTED IN O �. FOR STEEL WALL FR,4MING,A STLID HEIGHT OF 10 FEET, PLUS A HEIGHT OF FLOOR (�524 MM)MEASIIRED VERTICALLY ABOVE ANY STANDING OR ACCORDANCE WITH UL 325. R3 I 1.2.� UNDER STAIR PROTECTION. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS U FRAMING NOT TO EXCEED I6 INCHES. WALKIN6 SURFACE. R3OS.C.2 PERMITTED MATERIALS. SHALL HAVE WALLS, UNDER STAIR SLIRFACE AND ANY SOFFITS PROTECTED ON THE � 3. FOR MASONRY WALLS, A MAXIMUM BEARING WALL CLEAR HEIGHT OF I2 FEET PLLIS ENCLOSED SIDE WITH /-INCH(13 MM) GYPSIlM BOARD. � 6. GLAZING, IN AN INDIVIDLIAL FIXED OR OPERABLE PANEL ADJACENT TO rHE Fo«oW►rv�rYPEs oF��aziN�M,aY BE usE�: R3 I 0 EMERGENCY ESCAPE AND RESCLIE OPENINGS A HEIGHT OF FLOOR FRAMING NOT TO EXCEED I 6 INCHES. A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH 1. LAMINATED GLASS WITH A MINIMUM 0.015-INCH(0.38 MM) •��v � (610 MM)ARC OF THE DOOR IN A C�OSED POSITION AND WHOSE POLYVINYI BUTYRAL INTERLAYER FOR GLASS PANES 16 SQl1ARE FEET 3 I O. I EMERGENCY ESCAPE AND RESCUE REQUIRED. "1 EXCEPTION:AN ADDITIONAL 8 FEET(S PERMITTED FOR�ABLE END WALLS. BOTTOM EDGE IS LESS THAN 60 INCHES(I524 MM)ABOVE THE FLOOR (1.5 M2) OR LESS IN AREA LOCATED SIJCH THAT THE HIGHEST POINT R3 I I.3 HALL WAYS. � OR WALKING SIJRFACE. OF THE GLASS IS NOT MORE THAN 12 FEET(3658 MM)ABOVE A BASEMENTS AND EVERY SLEEPING ROOM SHALL HAVE AT LEAST ONE OPERABLE THE MINIMUM WIDTH OF A HALLWAY SHALL BE NOT LESS THAN 3 FEET(914 MM). � � 4. FOR INSULATING CONCRETE FORM WALLS, THE MAXIMIIM BEARIN� WALL HEIGHT WALKING SIIRFACE OR OTHER ACCESSIBLE AREA; FOR HIGHER OR EMERGENCY AND RESCLIE OPENING. SLICH OPENING SHALL OPEN DIRECTLY INTO A � ��i PER STORY AS PERMITTED BY SECTION 61 I TABLES PLUS A HEIGHT OF FLOOR FRAMING NOT 7• GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN LARGER SIZES THE MINIMLIM INTERLAYER THICKNESS SHALL BE PllBLIC STREET, PLIBLIC AILEY, YARD OR COLIRT. WHERE BASEMENTS CONTAIN ONE OR TO EXCEED I 61NCHES. THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS 0.030 INCH(0.76 MM). MORE SLEEPING ROOMS, EMERGENCY EGRESS AND RESCUE OPENINGS SHALL BE R3 I I.4 DOORS. �� AL� OF THE FOLLOWING CONDITIONS: REQLIIRED IN EACH SLEEPIN6 ROOM, Bl1T SHALL NOT BE REQl11RED IN ADJOINING AREAS R31 I.4. I EXIT DOOR REQUIRED. 'V INDIVIDl1AL WALLS OR WALLS STLIDS SHALL BE PERMITTED TO EXCEED THESE IIMITS AS 2. FULI.Y TEMPERED GLASS. '� � 7.I EXPOSED AREA OF AN INDIVIDUAL PANE LARGER THAN 9 OF THE BASEMENT. WHERE EMERGENCY ESCAPE AND RESCl1E OPENINGS ARE PROVIDED NOT LESS THAN ONE EXIT DOOR CONFORMING TO THIS SECTION SHALL BE PROVIDED FOR tij �i � PERMITTED BY CHAPTER 6 PROVISIONS, PROVIDED STORY HEIGHTS ARE NOT EXCEEDED. AN SQUARE FEET(0.836 M2). THEY SHALL HAVE A SILL HEIGHT OF NOT MORE THAN 44 INCHES(1 I i S MM)ABOVE THE EACH DWELLING UNIT. THE REQUIRED EXIT DOOR SHALL PROVIDE FOR DIRECT ACCESS � � ^ ENGINEERED DESIGN SHALL BE PROVIDED FOR THE WALL OR WALL FRAMING MEMBERS WHEN 3. HEAT-STRENGTHENED GLASS. FLOOR. WHERE A DDOR OPENING HAVtN6 A THRESHOLD BELOW THE ADJACENT FROM THE HABITABLE PORTIONS OF THE DWELLING TO THE EXTERIOR WITHOLIT REQl11RING Q� � II THEY EXCEED THE LIMITS OF CHAPTER 6. WHERE THE STORY HEIGHT LIMITS ARE EXCEEDED, AN 7.2 BOTTOM EDGE LESS THAN I S INCHES(457 MM)ABOVE THE 6ROUND ELEVATION SERVES AS AN EMERGENCY ESCAPE AND RESCUE OPENING AND IS TRAVEL THROUGH A GARAGE.ACCESS TO HABITABLE LEVELS NOT HAVING AN EXIT IN �� r ENGINEERED DESIGN SHALL BE PROVIDED IN ACCORDANCE WITH THE INTERNATIONAL FLOOR. 4. WIRED GLASS. ACCORDANCE WITH THIS SECTION SHALL BE BY A RAMP IN ACCORDANCE WITH SECTION O \ PROVIDED WITH A BULKHEAD ENCLOSURE, THE Bl1LKHEAD ENCLOSLIRE SHALL COMPLY '►v '� BUILDING CODE FOR THE OVERALL WIND AND SEISMIC FORCE RESISTING SYSTEMS. 5. APPROVED RIGID PLASTICS. WITH SECTION R310.3. THE NET CLEAR OPENING DlMENSIONS REQUIRED BY THIS R3 I I.6 OR A STAIRWAY IN ACCORDANCE WITH SECTION R3 I I.5. � �v�.i 7.3 TOP EDGE MORE THAN 36 INCHES (914 MM)ABOVE THE SECTION SHALL BE OBTAINED BY THE NORMAL OPERATION OF THE EMERGENCY ESCAPE �� U FLOOR. AND RESCUE OPENING FROM THE INSIDE. EMERGENCY ESCAPE AND RESCLIE OPENINGS R3 I I.4.2 DOOR TYPE AND SIZE. C� � � 7.4 ONE OR MORE WALKING SIIRFACES WITHIN 36 INCHES(914 R308.C.S CURBS FOR SKYLIGHTS. WITH A FINISHED SILL HEIGHT BELOW THE ADJACENT GROUND ELEVATION SHALL BE THE REQLIIRED EXIT DOOR SHALL BE A SIDE HINGED DOOR NOT LESS TNAN 3 FEET(914 � � MM) ALL UNIT SKYLIGHTS INSTALLED IN A ROOF WITH A PITCH FLATTER THAN THREE UNITS PROVIDED WITH A WINDOW WELL IN ACCORDANCE WITH SECTION R310.2. EMERGENCY MM) IN WIDTH AND 6 FEET 8 INCHES(2032 MM) IN HEIGHT. OTHER DOORS SHALL NOT BE T ` .� � REQUIRED TO COMPLY WITH THESE MINIMIIM DIMENSIONS. L �l M 3O I.4 DEAD LOAD. VERTICAL IN 12 IINITS HORIZONTAL (25-PERCENT SLOPE)SHALL BE MOLINTED ON A CURB ESCAPE AND RESCLIE OPENfNGS SHALL OPEN DIRECTLY INTO A PUBLIC WAY, OR TO A r � x THE ACTLIAL WEIGHTS OF MATERIALS AND CONS7RUCT►ON SHALL BE 11SED FOR DETERMINING g• ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE EXTENDING AT LEAST 4 INCHES(102 MM)ABOVE THE PIANE OF THE ROOF UNI.ESS YARD OR COLIRT THAT OPENS TO A PUBLIC WAY �, DEAD LOAD WITH CONSIDERATION FOR THE DEAD IOAD OF FIXED SERVICE EQUIPMENT. A WALKING SIIRFACE. INCLLIDED ARE STRUCTURAL BALLISTER PANELS OTHERWISE SPEC►FIED IN 7HE MANIIFACTURER'S 1NSTALLATION INSTRLICTIONS. R3 I I.4.3 LANDINGS AT DOORS. �y AND NONSTRLICTLIRAL INFII� PANELS. THERE SHALL BE A FLOOR OR LANDING ON EACH SIDE OF EACH EXTERIOR DOOR. THE � � � � FLOOR OR LANDING AT THE EXTERIOR DOOR SHALL NOT BE MORE THAN I.5 INCHES(38 � _ 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR R308.C.9 TESTING AND LABELING. MM) LOWER THAN THE TOP OF THE THRESHOLD. THE LANDING SHALL BE PERMITTED TO O "� SWIMMING POOLS, HOT TLIBS AND SPAS WHERE THE BOTTOM EDGE OF HAVE A SLOPE NOT TO EXCEED 0.25 LINIT VERTICAL IN I� UNITS HORIZONTAL (2-PERCEN�. THE GLAZING IS LESS THAN 601NCHES(I 524 MM)ABOVE A WALKING LINIT SKYLIGHTS SHALl. BE TESTED BY AN APPROVED INDEPENDENT LABORATORY,AND BEAR EXCEPTION: BASEMENTS USED ONLY TO HOl1SE MECHANICAL � N 3O I.5 LI VE LOAD. SURFACE AND WITHIN 60 INCHES(1524 MM)HORIZONTALLY OF THE A LABEL IDENTIFYING MANLlFACTIIRER, PERFORMANCE GRADE RATING AND APPROVED EQUIPMENT AND NOT EXCEEDING TOTAL FLOOR AREA OF 200 EXCEPTIONS: THE MINIMLIM UNIFORMLY DISTRIBLITED LIVE LOAD SHALL BE AS PROVIDED IN TABl.E WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES INSPECTION AGENCY TD INDICATE COMPLIANCE WITH THE REQIIIREMENTS OF SQUARE FEET(18.58 M2). I. WHERE A STAIRWAY OF TWO OR FEWER RISERS IS LOCATED ON THE EXTERIDR SIDE � IN MLILTIPLE GLAZING. AAMA/WDMA/CSA 101/1.5.2/A440. OF A DOOR, OTHER THAN THE REQUIRED EXIT DOOR, A LANDING IS NOT REQLIIRED FOR � R301.5. 3 I O. I. 1 MINIMUM OPENING AREA. THE EXTERIOR SIDE OF THE DOOR PROVIDED THE DOOR, O7HER THAN AN EXTERIOR STORM O TABLE R301.5 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS AND RAMPS WITHIN 36 MINIMUM UNIFORMLY DISTRIBIITED IIVE LOADS ALL EMERGENCY ESCAPE AND RESCLIE OPENINGS SHALL HAVE A MINIMLIM OR SCREEN DOOR DOES NOT SWING OVER THE STAIRWAY. � INCHES(9 I 4 MM) HORIZONTALLY OF A WALKING SLIRFACE WHEN THE NET CLEAR OPENING OF 5.7 SQUARE FEET(0.530 M2).. �. THE EXTERIOR LANDING AT AN EXTERIOR DOORWAY SHALL NOT BE MORE THAN 73/4 `�v (in pounds per square foot) EXPOSED SLIRFACE OF THE GLASS IS LESS THAN 60 INCHES(I 524 MM) R309 GARAGES AND CARPORTS INCHES(196 MM) BELOW THE TOP OF THE THRESHOLD, PROVIDED THE DOOR, OTHER � USE LIVE LOAD ABOVE THE PLANE OF THE ADJACENT WALKING Sl1RFACE. EXCEPTION: GRADE FLOOR OPENINGS SHALL HAVE A MINIMUM NET CLEAR THAN AN EXTERIOR STORM OR SCREEN DOOR DOES NOT SWING OVER THE LANDING. ATTIC WITH STORAGE, b, ,h 20 R309. I OPENI NG PROTECTION. OPENING OF 5 SQIIARE FEET(0.465 M2). 3. THE HEIGHT OF FLOORS AT EXTERIOR DOORS OTHER THAN THE EXIT DOOR � ATTIC WITHOUT STORAGE, b �p � �• GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES(I 524 MM) REQLIIRED BY SEC710N R3 I I.4.I SHALL NOT BE MORE THAN 73/4 INCHES(I 86 MM) LOWER � HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PLIRPOSES THAN THE TOP OF THE THRESHOLD. DECKS, e 60 SHAL� NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE 3 I O. I.2 MINIMl1M OPENING HEIGHT. � EXTERIORBALCONIES 60 DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN THE MINIMLIM NET CLEAR OPENING HEIGHT SHALL BE 24 INCHES(610 MM). w FIRE ESCAPES 40 60 INCHES(1524 MM)ABOVE THE NOSE OF THE TREAD. EQl11PPED WITH SOLID WOOD DOORS NOT LESS THAN 13/S INCHES(35 MM) IN THICKNESS, 6l1ARDRAILS AND HANDRAI�S, d 200 i SOLID OR HONEYCOMB CORE STEEL DOORS NOT IESS THAN I 3/8 INCHES(35 MM) THICK, OR THE WIDTH OF EACH LANDING SHALL NOT BE LESS THAN THE DDOR SERVED. EVERY 20-MINUTE FIRE-RATED DOORS. 3 I O. I.3 MlNIMUM OPENING WIDTH. LANDING SHALL HAVE A MINIMUM DIMENSION OF 36 INCHES 914 MM MEASURED IN THE Gl1ARDRAIL IN-FILL COMPONENTS, f 50 i EXCEPTION: THE FOLLOWING PRODLICTS, MATERIALS AND LlSES ARE EXEMPT THE MINIMIIM NET CLEAR OPENING WIDTH SHALL BE 20 INCHES 508 MM . ( ) PASSAGE VEHICL.ES, a 50,a FROM THE ABOVE HAZARDOUS LOCATIONS: ( J DIRECTION OF TRAVEL. Project Site: ROOMS OTHER THAN SLEEPING ROOMS 40 1, OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) 3��. �.4 OPERATIONAL CONSTRAINTS. 66�3 Highland Drive SLEEPING RDOM 3o R309. I. I DIICT PENETRATION. R3 I I.4.4 TYPE OF LOCK OR LATCH. Everett, WA 98203 SPHERE IS LINABLE TO PASS. EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL BE OPER,4TIONAL FROM ALL EGRESS DOORS SHALL BE READILY OPENABLE FROM THE SIDE FROM WHICH EGRESS IS STAIRS 40,c DUCTS IN THE GARAGE AND DLICTS PENETRATING THE WALLS OR CEILINGS 2. DECORATIVE GLASS IN ITEMS I, 6 OR 7. SEPARATING THE DWELLING FROM THE 6ARAGE SHALL BE CONSTRLICTED OF A THE INSIDE OF THE ROOM WITHDUT THE USE OF KEYS, TOOLS OR SPECIAL TO BE MADE WITHOU7 THE IISE OF A KEY OR SPECIAL KNOWLED�E OR EFFORT. Building Department: MINIMUM NO. �6 GA�E(0.48 MM)SHEET STEEL OR OTHER APPROVED KNOWLEDGE. City of Everett SECTION R308 GLAZING 3. GLAZING IN SECTION R308.4, ITEM 6, WHEN THERE IS AN MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. INTERVENING WALI OR OTHER PERMANENT BARRIER BETWEEN Building Code: R308.I IDENTIFICATION. THE DOOR AND THE GLAZING. R3O9. I.2 OTHER PENETRATIONS. I.R.C. 2012 EXCEPT AS INDICATED IN SECTION R308.I.1 EACH PANE OF GLAZING INSTALLED IN R3 I 0.2 WINDOW WELLS. HAZARDOLIS LOCATIONS AS DEFINED IN SECTION R308.4 SHALL BE PROVIDED WITH A 4. Gl.AZING IN SECTION R308.4, ITEM 6> IN WALLS PENETRATIONS THROIIGH THE SEPARATION REQLIIRED IN SECTION R309.2 THE MINIMIIM HORIZONTAL AREA OF THE WINDOW WELL SHALL BE 9 SQLIARE FEET(0.9 M2), MANLIFACTIIRER'S DESI6NATIDN SPECIFYING WHO APPLIED THE DESIGNATION, DESIGNATING PERPENDICIILAR TO THE PLANE OF THE DOOR IN A CLOSED SHALL BE PROTECTED BY FILLING THE OPENING AROLIND THE PENETRATING WITH A MINIMUM HORIZONTAL PROJECTION AND WIDTH OF 36 INCHES(914 MM). THE AREA THE TYPE OF GLASS AND THE SAFETY GIAZING STANDARD WITH WHICH IT COMPLIES, WHICH IS POSITION, OTHER THAN THE WALL TOWARD WHICH 7HE ITEM WITH APPROVED MATERIAL TO RESIST THE FREE PASSAGE OF FLAME AND OF THE WWDOW WELL SHALL ALLOW THE EMERGENCY ESCAPE AND RESCUE OPENING TO BE � !�„_=�e.,, 5 VISIBLE IN THE FINAL INSTAlLAT10N. THE DESIGNATION SHALL BE ACID ETCHED, SANDBLASTED, DOOR SWINGS WHEN OPENED, OR WHERE ACCESS THROUGH PRODLICTS OF COMBUSTION. FIJLLY OPENED. CERAMIGFIRED, LASER ETCHED, EMBOSSED, OR BE OFA TYPE WHICH ONCE APPLIED CANNOT THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET(914 MM) R311.5 S7AIRWAY �``~ BE REMOVED WITHOl1T BEING DESTROYED.A LABEL SHALL BE PERMITTED IN LIEIJ OF THE OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL EXCEPTION: THE LADDER OR STEPS REQUIRED BY SECTION R310.�.1 SHALL �� MANLIFACTLIRER'S DESIGNATION. COMPLY WITH SECTION R308.4, ITEM 7. BE PERMITTED TO ENCROACH A MAXIMUM OF 6 INCHES(152 MM) INTO � R309.2 SEPARATION REQUIRED. THE REQIIIRED DIMENSIONS OF THE WINDOW WELL. R3 I I.5. I WIDTH. � N � EXCEPTIONS: 5. GLAZING IN SECTION R308.4, ITEMS 7 AND 10, WHEN A THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS STAIRWAYS SHALL NOT BE LESS THAN 361NCHES(914 MM) IN CLEAR WIDTH AT AL.� � I. FOR OTHER THAN TEMPERED GLASS, MANUFACTURER'S DESIGNATIONS ARE NOT PROTECTIVE BAR IS INSTALLED ON THE ACCESSIBLE SIDE(S) OF THAN %-INCH(12.7 MM) GYPSUM BOARD APPLIED TO THE GARAGE SIDE. 6ARAGES BENEATH POINTS ABOVE THE PERMITTED HANDRAIL HE16HT AND BELOW THE REQIIIRED REQIIIRED PROVIDED THE BLIILDING OFFICIAL APPROVES THE L1SE OF A CERTIFICATE,AFFIDAVIT THE GLAZING 36 INCHES -+- � INCHES(914 MM -� 5 I MM)ABOVE HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS R3 I 0.2. I LADDER AND STEPS. HEADROOM HEIGHT. HANDRAILS SHALL NOT PROJECT MORE THAN 4.5 INCHES(I I 4 MM) Project Compass OR OTHER EVIDENCE CONFIRMING COMPLIANCE WITH THIS CODE. THE FLDOR. THE BAR SHALI BE CAPABLE OF WITHSTANDING A THAN 5/S-INCH 15.9 MM TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION WINDOW WELLS WITH A VERTICAL DEPTH GREATER THAN 44 INCHES(I I 1 S ON EITHER SIDE OF THE STAIRWAYAND THE MINIMLIM C�EAR WIDTH OF THE STAIRWAY : 2. TEMPERED SPANDREL GLASS IS PERMITTED TO BE IDENTIFIED BY THE MANLIFACTl1RER ( � HORIZONTA� LOAD OF 50 POUNDS PER LINEAR FOOT(730 IS A FLOOR-CEILING ASSEMBLY, THE STRIICTLIRE SLIPPORTING THE SEPARATION SHALL ALSO BE MM) SHAL.L BE EQLIIPPED WITH A PERMANENT�Y AFFIXED LADDER OR STEPS AT AND BE�OW THE HANDRAIL HEfGHT, INCLLIDING TREADS AND LANDINGS, SHALL NOT Desi ner: Vernon WITH A REMOVABLE PAPER DESIGNATION. N/M) WITHOLIT CONTACTING THE GiASS AND BE A MINIMIIM USABLE W17H THE WINDOW IN THE FIILLY OPEN POSITION. LADDERS OR BE LESS THAN 3 I.5 INCHES(787 MM) WHERE A HANDRAII IS INSTALLED ON ONE SIDE g OF I% INCHES(38 MM) IN HEIGHT. PROTECTED BY NOT LESS THAN I/2-INCH(12.7 MM) GYPSLIM BOARD OR EQLIIVALENT. STEPS REQLIIRED BY THIS SECTION SHALL NOT BE REQLIIRED TO COMPLY WITH AND 27(698 MM) WHERE HANDRAIL.S ARE PROVIDED ON BOTH SIDES. March�4, ,2016 GARAGES LOCATED LESS THAN 3 FEET(914 MM) FROM A DWEL�ING 11NIT ON THE SAME LOT 6. OIITBOARD PANES IN fNSLiLATING GLASS LINITS AND OTHER SHALL BE PROTECTED WITH NOT LESS THAN %-INCH(12.7 MM) GYPSUM BOARD APPLIED TO SECTIONS R311.5 AND R3 I 1.6. LADDERS OR RUNGS SHALL HAVE AN INSIDE EXCEPTION: THE WIDTH OF SPIRAL STAIRWAYS SHALL BE IN ACCORDANCE WITH lient: THE INTERIOR SIDE OF EXTERIOR WAL�S THAT ARE WITHIN THIS AREA. OPENINGS IN THESE WIDTH OF AT LEAST 12 INCHES(305 MM) SHALL PROJECT AT LEAST 3 Mr� Mrs Griffin R3OS.3 HUMAN IMPAC7 LOADS. MLILTIPLE GLAZED PANELS IN SECTION R308.4, ITEM 7, WHEN INCHES(76 MM FROM THE WALL AND SHALL BE SPACED NOT MORE THAN SECT►ON R31 I.5.8. June 8, 2016 INDIVIDLIAL GLAZED AREAS, INCLIIDING GLASS MIRRORS IN HAZARDOLIS LOCATIDNS SUCH AS 7HE BOTTOM EDGE OF THE GLASS IS 25 FEET(7620 MM) OR WALLS SHALL BE REGl1LATED BY SECTION R309.I. THIS PROVISION DOES NOT APPLY TO � THOSE INDICATED AS DEFINED IN SECTION R308.4, SHALL PASS THE TEST REQl11REMENTS OF MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER GARAGE WALLS THATARE PERPENDICIILAR TO THE ADJACENT DWELLING UNIT WALL. I 8 INCHES(457 MM) ON CENTER VERTICALLY FOR THE FULL HEIGHT OF THE WINDOW WELL. Drafter: Vernon CPSC I 6 CFR, PART 1201. GLAZING SHALL COMPLY WITH CPSC 16 CFR, PART 1201 CRITERIA HORIZONTAL[WITHIN 45 DEGREES(0.79 RAD) OF HORIZONTAL] June 30, 2016 FOR CATEGORY 1 OR CATEGORY 11 AS INDICATED IN TABLE R308.3. SLIRFACE ADJACENT TO THE GLASS EXTERIOR. R3 I I.5.2 HEADROOM. THE MINIMLIM HEADROOM IN ALL PARTS OF THE STAIRWAY SHAIL NOT BE LESS Design Issued 7. LOUVERED WINDOWS AND JALOl1SIES COMPLYING WITH THE R309.3 FLOOR SURFACE. R3 I 0.3 BULKHEAD ENCLOSURES. THAN 6 FEET S INCHES(2036 MM) MEASURED VERTICALLY FROM THE SLOPED June I 4, 2016 REQl11REMENTS OF SECTION R308.�. BLILKHEAD ENCLOSIIRES SHALL PROVIDE DIRECTACCESS TO THE BASEMENT. THE BULKHEAD PLANE ADJDINING THE TREAD NOSING OR FROM THE FLOOR SURFACE OF THE GARAGE FLOOR SURFACES SHALL BE OF APPROVED NONCOMBLISTIBLE MATERIA�. ENCLOSURE WITH THE DOOR PANELS IN THE FULLY OPEN POSITION SHALL PROVIDE THE �ANDING OR PLATFORM. Bid Release S. MIRRORS AND OTHER GLASS PANELS MOLINTED OR HUNG ON MINIMUM NET CLEAR OPENING REQLIIRED BY SECTION R310.1.I. BLILKHEAD ENC�OSLIRES TABLE R308.3 A SLIRFACE THAT PROVIDES A CONTINUOUS BACKING THE AREA OF FLOOR IISED FOR PARKING OF AIITOMOBILES OR OTHER VEHICLES SHALL BE SHAIL ALSO COMPLY WITH SECTION R3 I I.5.8.2. MINIMUM CATEGORY CLASSIFICATION OF GLAZING SLIPPORT. SLOPED TO FACILITATE THE MOVEMENT OF LIQLIIDS TO A DRAlN OR TOWARD THE MAIN R3 I I.5.3. I RISER HEIGHT. Construction Issue VEHICLE ENTRY DOORWAY THE MAXIMUM RISER HEIGHT SHALI.BE 7 3/4 INCHES(196 MM). THE R1SER SHALL BE June 30, �016 9. SAFETY GLAZING IN SECTION R308.4, ITEMS 10 AND I I, IS NOT MEASLIRED VERTICALLY BETWEEN LEADING EDGES OF THE ADJACENT TREADS. THE XPOSED SURFACE GLAZING IN GLAZING IN 6LAZED PANELS GLAZED PANELS GLAZING IN SLIDING REQLIIRED WHERE: R3 I D.4 BARS GRILLES COVERS AND SCREENS. AREA OF ONE S70RM OR �ooRs RE6ULATED BV REGULATED BY DOORS AND ��ss ' ' GREATEST RISER HEIGHT WITHIN ANY F�IGHT OF STAIRS SHALL NOT EXCEED THE SMALLEST Revision - I SIDE OF ONE L17E COMBINATION (Category ITEM 7 OF ITEM 6 OF ENCLOSURES �ooRs R309.4 CARPORTS. BARS, GRILLES, COVERS, SCREENS OR SIMILAR DEVICES ARE PERMITTED TO BE PLACED OVER BY MORE THAN 3/8 INCH(9.5 MM). �ooRs ciass) SECTION R308.4 SECTION R308.4 REGULATED BY PATIO TYPE 9.I. THE SIDE OF A STAIRWAY, LANDING OR RAMP HAS A CARPORTS SHALL BE OPEN ON AT I.EAST TWO SIDES. CARPORT FLOOR SURFACES SHALL BE EMERGENCY ESCAPE AND RESCUE OPENINGS, BU�KHEAD ENCLOSURES, OR WINDOW WELLS (Category (Category Class) (Category Class) ITEM 5 OF (Category 6LIARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR OF APPROVED NONCOMBLISTIBLE MATERIAL. CARPORTS NOT OPEN ON AT LEAST TWO THA7 SERVE SLICH OPENINGS, PROVIDED THE MINIMUM NET CLEAR OPENING SIZE COMPLIES R3 I I.Jr.3.2 TREAD DEPTH. ciass) SECTION R308.4 c►ass) IN-FILL PANELS, COMPLYING WITH THE PROVISIONS OF Project Number (Category Class) SIDES SHALL BE CONSIDERED A GARAGE AND SHALL COMPLY WITH THE PROVISIONS OF WITH SECTIONS R310.I.I TO R310.I.3,AND SL1CH DEVICES SHALL BE RE�EASABLE OR SECTIONS 1013 AND I 607.7 OF THE INTERNATIONAL THIS SECTION FOR GARAGES. REMOVABLE FROM THE INSIDE WITHOIIT THE LISE OF A KEY, TOOL, SPECIAL KNOWLEDGE OR THE MINIMIJM TREAD DEPTH SHALL BE I O INCHES(254 MM). THE TREAD DEPTH SHALL BE 2 0 21 6 BUILDING CODE;AND MEASURED HORIZONTALLY BETWEEN THE VERTICAL PLANES OF THE FOREMOST - FORCE GREATER THAN THAT WHICH IS REQUIRED FOR NORMAL OPERATION OF THE ESCAPE PROJECTION OF ADJACENT TREADS AND AT A R►GHT ANGLE TO THE TREAD'S LEADfNG 9 sq h or less I I NR I II 11 AND RESCUE OPENING. EDGE. THE GREATEST TREAD DEPTH WITHIN ANY FLIGHT OF STAIRS SHALL NOT EXCEED All Ri hts Reserved. More than 9 s ft 9.2. THE PLANE OF THE GI.,4SS IS MORE 7HAN I 8 INCHE$ � q 11 11 11 I II 1► EXCEPTION:ASPHALT SLIRFACES SHALL BE PERMITTED AT GROLIND LEVEL IN All conrencs wirhin chis sheet is (457 MM) FROM THE RAILING; OR THE SMA�I.EST BY MORE THAN 3/S INCH(9.5 MM). WINDER TREADS SHA�L HAVE A CARPORTS. MINIMUM TREAD DEPTH OF 10 INCHES(254 MM)MEASURED AS ABOVE AT A POINT I� rhe sole properry oFCread�e Comfort.Reproduction by any 9.3. WHEN A SOLID WALL OR PANEL EXTENDS FROM THE INCHES(305)MM FROM THE SIDE WHERE THE TREADS ARE NARROWER. WINDER TREADS means eirher in whole or in art THE AREA OF FLOOR USED FOR PARKING OF ALITOMOBILES OR OTHER VEHICLES R310.5 EMERGENCY ESCAPE WINDOWS UNDER DECKS AND 1' FOR si: i SQUARE Foor=o.os�9 M�. PLANE OF THE ADJACENT WALKING SURFACE TO 34 SHALL HAVE A MINIMLIM TREAD DEPTH OF 6 INCHES(152 MM)AT ANY POINT. WITHIN requires wrirren perinission by NR MEANS�'NO REQUiREMENT." INCHES(863 MM) TO 36 INCHES(914 MM)ABOVE THE SHALL BE SLOPED TO FACI�ITATE THE MOVEMENT OF UQUIDS TO A DRAIN OR PORCHES. ANY FLIGHT OF STAIRS, THE GREATEST WINDER TREAD DEPTH AT THE i 2 INCH(305 MM) Creative ComFort. FLOOR AND THE CONSTRLICTION AT THE TOP OF THAT TOWARD THE MAIN VEHICLE ENTRY DOORWAY. EMERGENCY ESCAPE WINDOWS ARE ALLOWED TO BE INSTALLED UNDER DECKS WALK LINE SHALL NOT EXCEED 7HE SMALLEST BY MORE THAN 3/S INCH 9 5 MM EXCEPTION:LOUVERED WINDOWS AND JALOlIS1ES SHALL COMPLY WITH SECTION R308.2. � • �• WALL OR PANEL IS CAPABLE OF WITHSTANDING THE SAME AND PORCHES PROVIDED THE LOCATION OF THE DECK ALLOWS THE EMERGENCY Sheet Number HORIZONTAL LOAD AS THE PROTECTIVE BAR. ESCAPE WINDOW TO BE FULLY OPENED AND PROVIDES A PATH NOT LESS THAN 10. GLASS BLOCK PANELS COMPLYING WITH SECTION R610. 36 INCHES (914 MM) IN HEIGHT TO A YARD OR COURT. A`O.�