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G=\LRAL. NOTLS PLYUJOOD _2 015 WS C - QL i M \ IS F . SCS i F IV \ CO 1
<br /> v-4.a PLYWOOD WALL AND ROOF SHEATHING SHALL BE 3/4" CDX, WINDOWS, DOORS, i-I'VAC, 4 ELECT. EQUiP.
<br /> O• ' itq UNLESS OTHERWISE SPECIFIED. PLYWOOD FLOOR SHEATHING Lii
<br /> b z 0 0�-N SHALL BE 3/4" CDX T4G. UNLESS OTHERWISE SPECIFIED. GLAZING MAXIMUM: r 1
<br /> id Hi�'p INTERNATIONAL RESIDENTIAL CODE 2015 EDITION AND STAGGER END LAPS AT ROOF AND FLOOR SHEATHING. OSB ALL CLIMATE ZONES: ►A PERMANENT CERTIFICATE IS REQUIRED TO BE COMPLETED -rescriptive Energy Code Compliance for All Climate Zones in Washington U
<br /> a z g'u ' AND POSTED ON A WALL IN THE SPACE WHERE THE FURNACE IS Z
<br /> in d A w_ it 0 ALL APPLICABLE CODES AND AUTHORITIES HAVING SHEATHING PRODUCTS OF EQUIVALENT SPAN RATINGS SHALL GLAZING 'U' VALUE: VERTICAL (MAX): 28 Project Information Contact information
<br /> 0-' z e n n z BE ALLOWED. LOCATED (OR OTHER APPROVED LOCATION) AND LIST THE
<br /> o Q E Q 4 u o 0 o JURISTICTION TO BE FOLLOWED. OVERHEAD (MAX): .50 FOLLOWING INFORMATION: R-VALUES, U-VALUES, RESULTS FROM •
<br /> L z o It g U 0 , 2015 INTERNATIONAL RESIDENTIAL CODE DOOR "U' VALUE (MAX): 20
<br /> �4 � z N DUCT SYSTEM AIR LEAKAGE TESTING, RESULTS FROM BUILDING Q
<br /> w o E 6 z 2015 WASHINGTON STATE ENERGY CODE WOOD TRUSSES (DOORS W/ MORE THAN 50 ENVELOPE AIR LEAKAGE TESTING (BLOWER DOOR TEST),
<br /> iE 6 o 1 T w gl 45 0 ALL ROOF TRUSSES SHALL BE FRAMED AND TIED INTO THE CONSIDERED A WINDOW)
<br /> 0 N i-u.4 U] p z z FRAME WORK AND SUPPORTING WALLS SO AS TO FROM ANTYPESAR AND EFFICIENCIES EQUIPMENT.ES HEATING, COOLING, AND SERVICE
<br /> � HVAC PERFORMANCE: 'MED" OR AFUE = .94 (4 O
<br /> ( 1-1-1z )-z= 12149 u� � � WATER HEATING R4013. This
<br /> z q 4 z o� INTEGRAL PART OF THE WHOLE BUILDING. ROOF TRUSSES RECESSED LIGHT FIXTURES: IC RATED project will use the requirements of the Prescriptive Path below and incorporate the L O
<br /> a 4 ai z 4 4 [2 0 5 CONTRACTOR SHALL VERIFY ALL NOTES, DIMENSIONS 4 SHALL HAVE JOINTS WELL FITTED AND SHALL HAVE ALL 10-CORNERS OF STUD WALLS ARE REQUIRED TO BE FULLY the minimum values listed. In addition, based on the size of the structure, the appropriate '�+ (0 o
<br /> R
<br /> I--
<br /> Q w WI)NU-:F N a CONDITIONS PRIOR TO CONSTRUCTION 4 PROVIDE TENSION MEMBERS WELL TIGHTENED BEFORE ANY LOAD IS DOORS, WINDOWS AND SKYLIGHTS INSULATED. 202, DEFINITION OF 'INTERMEDIATE FRAMED WALLS'. number of additional credits are checked as chosen by the permit applicant. \V
<br /> .D-a w z lib z TEMPORARY BRACING AS REQUIRED UNTIL ALL PLACED UPON THE TRUSS. DIAGONAL AND SWAY BRACING GENERAL CO
<br /> z 0 z '4 O +- SHALL BE USED TO BRACEALL TRUSSES. �,
<br /> 0 a 2 u 0 z-► a >_ ' PERMANENT CONNECTIONS HAVE SEEN INSTALLED. IT DOORS TO THE EXTERIOR SHALL HAVE MAX. 3" STEP 0-DUCTS ARE REQUIRED TO BE INSULATED TO A MINIMUM OF O (0 O�
<br /> 6 o in 0__10►� Authorized Representative Date vJ
<br /> a u i- yd) w-4-,o m s IS THE CONTRACTOR'S RESPONSIBILITY TO IDENTIFY SEE SI-IEET-S1 FOR IDESIC�N CRITERIA TO MIN. 36" DEEP LANDING. R-8. R403.3.1. O
<br /> N bE N w i= All Climate Zones (la) PRESCRIPTIVE i.+
<br /> z 4 A iu"w 4 0 ®
<br /> MECHANICAL SYSTEM PIPING IS REQUIRED TO BE INSULATED
<br /> 4 w m `�' - COMPLIANCE IS BASED 0
<br /> z N 0 i t REPETITIVE FEATURES NOT NOTED ON THE DRAWINGS TO A MINIMUM OF R-6. R403.4. R-Value U-Factor
<br /> 0,u i P o p > ri BEDROOM EMERGENCY EGRESS WINDOWS MINIMUM NET ON TABLE 8402.1.1 WITH
<br /> A d) u d) SHALL BE COMPLETELY PROVIDED AS IF DRAWN IN CLEAR OPENING OF 5.-1 SQ. FT. MIN. NET CLEAR OPEN Fenestration U-Factorb n/a 0.30 THE FOLLOWING
<br /> o Q c w 1 o z u 8 FULL INSULATION I �� I I ���fRE ABLE WIDTH OF 20" AND MINIMUM NET CLEAR HOT WATER PIPES ARE REQUIRED TO BE INSULATED TO A
<br /> MODIFICATIONS: � �.+ L
<br /> u 4 p >L o+-E 4 OPENING HEIGHT OF 24", MAXIMUM FINISHED SILL MINIMUM OF R-3. R403.53 THE DWELLING IS REQUIRED TO BE Skylight U-Factor n/a 0.50 VERTICAL FENESTRATION (11 r
<br /> �N� zoa PRO� CT I ON
<br /> uTESTED AND VERIFIED AS HAVING AN AIR LEAKAGE RATE NOT Glazed Fenestration SHGCb�e n/a n/aI O
<br /> -4 n w w u z CONTRACTOR SHALL VERIFY ALL ROUGH-IN HEIGHT OF 44" ABOVE FLOOR. U = 0.25 O
<br /> N a o 4 1 di"z o GENERAL EXCEEDING 5 AIR CHANGES PER HOUR (UNLESS A MORE k
<br /> - Q zu DIMENSIONS FOR ALL EQUIPMENT TO BE INSTALLED FACTORY BUILT WINDOWS TO BE CONSTRUCTED TO 44
<br /> STRINGENT REQUIREMENT IS MANDATED IN ORDER TO ACHIEVE Ceiling .„-r..-..- ..,1 4� 0.026 O
<br /> w z z z Oz-k21:11-z z INSULATION BAFFLES TO MAINTAIN 1" ABOVE BATT THE ADDITIONAL REQUIRED CREDITS. R402.4.12. Warm' � O
<br /> z z 4 PERMIT MAXIMUM INFILTRATION OF 0.5 CFM PER Wood Frame 21 int 0.056 (la) PRESCRIPTIVE
<br /> 4 u% g INSULATIONiU
<br /> W ii w Q- V z z q BAFFLES TO EXTEND 6" ABOVE BATT INSULATION LINEAL FOOT OF OPERABLE SASH PERIMETER AS Mass Wall R-Value' �' 21/21h 0.056 COMPLIANCE IS BASED ,- ' ' N
<br /> F w m w m q o co uTESTED BY ASTM STANDARDS. SITE BUILT AND MILL
<br /> 0-MECHANICAL DUCTS ARE REQUIRED TO BE SEAL TESTED IN `� ON TABLE 8402.1.1 WITH L Z Z N
<br /> N 0 0 0 d)w E BAFFLES TO EXTEND 12" ABOVE LOOSE FILL INSULATION ACCORDANCE WITH 403.32. TESTING TO COMPLY WITH WSU THE FOLLOWING
<br /> iu,- 0.w z WORK SHOP BUILT WOODEN SASH ARE EXEMPT FROM Floor 30� 0.029 CL
<br /> IIVI ,- ►-�� �- u SITE�E u,®�� INSULATE BEHIND TUBS/SHOWERS, PARTITIONS AND
<br /> �-a 0 4 +- w INFILTRATION CRITERIA ABOVE, BUT MUST BE MADE RS-33. c m MODIFICATIONS: FLOOR (0
<br /> Z o Q o N CORNERS FACE STAPLE BATTS TIGHTLY FITTING AND WEATHER STRIPPED OR ` Below Grade Wall 10/15/21 int + TB 0.042 CL N W
<br /> FRICTION FIT FACED BATTS R-3,0
<br /> USE 4 MIL POLY VAPOR RETARDER AT WALLS. CAULKED. SLIDING GLASS DOORS TO PERMIT Slab R-Value & Depth 10, 2 ft n/a
<br /> GENERAL • R-10 RIGID FOAM INSULATION ON 4X EADERS AT MAXIMUM INFILTRATION OF 0.5 CFM INFILTRATION PER 0 C ON
<br /> i ION *Table 8402-1.1 and Table 8402.1.3 Footnotes included on Page 2.
<br /> EXTERIOR WALLS. SQUIARE FOOT OF DOOR AREA.
<br /> UNLESS A SOILS INVESTIGATION BY A QUALIFIED SOILS Each dwelling unit in a residential building shall comply with sufficient options from Table R406.2 so as to achieve
<br /> SAFETY GLAZING SHALL BE LOCATED WITHIN the following minimum number of credits:
<br /> ENGINEER IS PROVIDED, FOUNDATION DESIGN IS
<br /> BASED ON AN ASSUMED AVERAGE SOIL BEARING OF INFILTRATION CONTROL 1. INGRESS AND EGRESS DOORS UNPROTECTED WOOD FRAME
<br /> v_e (EXAMPLES OF CONSTRUCTION ARE SINGLE FAMILY HOMES 1. Small Dwelling Unit: 1.5 credits 0
<br /> 1500 PSF. EXTERIOR FOOTINGS SHALL BEAR 1'6" 2. SLIDING GLASS DOORS, SWINGING GLASS DOORS AND GARAGES. THEY OFTEN HAVE EXPOSED WOOD SO (_. Dwelling units less than 1500 square feet in conditioned floor area with less than 300 square feet of fenestration
<br /> (MINIMUM) BELOW FINISHED GRADE. ALL FOOTINGS TO 1. EXTERIOR JOINTS AROUND WINDOWS AND DOOR 3. SHOWER AND BATHTUB ENCLOSURE'S THERE IS NO FIRE RESISTANCE.) area. Additions to existing building that are greater than 500 square feet of heated floor area but less than 1500
<br /> SEAR ON FIRM UNDISTURBED EARTH BELOW ORGANIC FRAMES, OPENINGS BETWEEN WALLS AND FOUNDATIONS, 4.GLAZING W/ THE EXPOSED EDGE WITHIN A 24" ARC I ( square feet_
<br /> SURFACE SOILS. BACK FILL TO BE THOROUGHLY BETWEEN WALLS AND ROOF AND BETWEEN WALL PANELS, OF
<br /> PORTEITHER RTICAL ION4 BOTDGE OF A DOOR IN THETOM EDGE IS ESS THAN 60 E LJ i ID i \G C A S S i i C> 1 0\ I (2. Medium Dwelling Unit: 3.5 credits (�
<br /> COMPACTED. FOUNDATION VENTS SHALL NOT OPENINGS AT WALLS, FLOOR
<br /> ANS ROOFS,UTILITY SERVICES ABOVE THE WALKING SURFACE All dwellingunits that are not included in #1 or#3. Exception: Dwellingunits servingR-2 occupancies shall `�
<br /> THROUGH FLOOR AND AND ALL OTHER p p a
<br /> INTERFERE WITH DIRECT LOAD PATH OF COLUMNS. SUCH OPENINGSZ
<br /> IN THE BUILDING ENVELOPE, INCLUDING GLAZING GREATER THAN 9 S.P. LESS THAN 13"ABOVE require 2.5 credits. Z 0
<br /> ACCESS PANELS INTO UNHEATED SPACES, SHALL BE FINISHED FLOOR. RESIDENTIAL GROUP R-3 OCCUPANCIES WHERE THE
<br /> CONCRETE SEALED, CAULKED, GASKETED OR WEATHER-STRIPPED WINDOW SILLS: 6122, 24' MINIMUM SILL HEIGHT R-3 OCCUPANTS ARE PRIMARILY PERMANENT IN NATURE AND I 13. Large Dwelling Unit: 4.5 credits J N
<br /> TO LIMIT AIR LEAKAGE. ALL OPENINGS SHALL BE EXCEPTIONS ALLOW FOR OPENING LIMITING DEVICE NOT CLASSIFIED AS GROUP R-1, R-2, R-4 OR I. Dwelling units exceeding 5000 square feet of conditioned floor area. III CO
<br /> MIX AND 28 DAY STRENGTH OF CONCRETE FLASHED. APPROVED CORROSION-RESISTIVE FLASHING FOR 4' DIAMETER SPHERE AND WINDOW FALL `�+ O
<br /> - BASEMENT WALLS FOUNDATIONS SHALL BE PROVIDED IN THE EXTERIOR WALL ENVELOPE PREVENTION DEVICE THAT COMPLIES WITH 6123. BUILDINGS AND STRUCTURES OF AN ACCESSORY I 14. Additions less than 500 square feet: .5 credits Q
<br /> 4 OTHER CONCRETE NOT EXPOSED 2,500 PSI IN SUCH A MANNER AS TO PREVENT ENTRY OF WATER CHARACTER AND MISCELLANEOUS STRUCTURES NOT Table R406.2 Summary J
<br /> TO WEATHER: INTO THE WALL CAVITY OR PENETRATION OF WATER TO STRUCTU NOTES u CLASSIFIED OCCUPANCY SHALL BE CONSTRUCTED, r. ® `
<br /> THE BUILDING STRUCTURAL FRAMING COMPONENTS. THE EQUIPPED AND MAINTAINED TO CONFORM TO THE Option Dacc pta*� Crod�t(e) 0 \
<br /> FLASHING SHALL EXTEND TO THE SURFACE OF THE REQUIREMENTS OF THIS CODE COMMENSURATE WITH THE 1a Efficient Building Envelope la 0.5 WL.. 0.5 /�
<br /> - BASEMENT SLABS 4 INTERIOR SLABS EXTERIOR WALL FINISH AND SHALL BE INSTALLED TO1. ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO FIRE AND LIFE HAZARD INCIDENTAL TO THEIR OCCUPANCY. 1b Cffiuieiil Duildi,ty C,iv 11J 1.0 - ^
<br /> 4 INTERIOR SLABS ON GRADE, 2,500 PSi PREVENT WATER FROM REENTERING THE EXTERIOR WALL 5 N Z
<br /> EXCEPT GARAGE DOOR SLABS THE CONTRACT DRAWINGS. 1c Efficient Building Envelope 1c 2.0 0 �l 0
<br /> ENVELOPE. APPROVED CORROSION-RESISTANT FLSHING
<br /> SHALL BE INSTALLED AT ALL OF THE FOLLOWING 2. DURING THE CONSTRUCTION PERIOD THE CONTRACTOR SHALL BE 1 d Efficient Building Envelope 1 d 0.5 -U rrnn Q
<br /> - BASEMENT WALLS 4 FOUNDATION LOCATIONS: RESPONSIBLE FOR THE SAFETY OF THE BUILDING. ct 41
<br /> 2a Air Leakage Control and Efficient Ventilation 2a 0.5 ^_ L vJ
<br /> (1a) PRESCRIPTIVE COMPLIANCE IS J
<br /> WALLS, EXTERIOR WALLS 4 OTHER 3. THE CONTACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL BASED ON TABLE R402.1.1 WITH THE 2b Air Leakage Control and Efficient Ventilation 2b 1.0 L;; CO
<br /> 1. AT TOP OF ALL EXTERIOR WINDOW AND DOORQ.
<br /> VERTICAL CONCRETE WORK EXPOSED 3,000 PSI FOLLOWING MODIFICATIONS: VERTICAL 7r. Air I eaka e Control and Efficient Ventilation 7r 1 5 I
<br /> OPENINGS IN SUCH A MANNER AS TO BE LEAKPROOF, CONSTRUCTION PROCEDURES INCLUDING LAGGING, SHORING AND G N
<br /> TO THE WEATHER: FENESTRATION U = 025, FLOOR R-38
<br /> EXCEPT THAT SELF-FLASHING WINDOWS HAVING A3a High Efficiency HVAC 3a 1.0 Imo; 1.0 N
<br /> /
<br /> CONTINUOUS LAP OF NOT LESS THAN 1-1/0" OVER THE PROTECTION OF ADJACENT PROPERTY, STRUCTUES, STREETS AND 2 Q Q
<br /> 3bI ligh Cffioicnoy I iVAC 3b 1.0
<br /> - PORCHES, CARPORT SLABS 4 STEPS SHEATHING MATERIAL AROUND THE PERIMETER OF THE UTILITIES IN ACCORDANCE WITH ALL NATIONAL, STATE AND LOCAL (3a) GAS FURNACE: .- k4a N I i i
<br /> 3,000 PSI AIRQUEST VC 9�1 SERIES 3c High Efficiency HVAC 3c 1.5 W
<br /> EXPOSED TO WEATHER, 4 GARAGE OPENING, INCLUDING CORNERS, DO NOT REQUIRE SAFETY ORDINANCES. MODEL NO.: G9MAE0802120A
<br /> FLOOR SLABS: ADDITIONAL FLASHING± JAMS FLASHING MAY ALSO BE 3d High Efficiency HVAC 3d 1.0 (-':.
<br /> OMITTED WHEN SPECIFICALLY APPROVED BY THE 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDIANTING EFFICIENCY: AFUE 94io • 4 Hiah Efficiency HVAC Distribution Svstem 1.0 i i
<br /> GARAGE FLOORS TO SLOPE 1/S"/FT. MIN. TOWARDS BUILDING OFFICIALS. THE WORK OF ALL TRADES AND SHALL CHECK ALL DIMENSIONS. (5a) ALL SHOWERHEAD AND KITCHEN • 5a Efficient Water Heating 5a 0.5 `1 0.5
<br /> OPENING AS REQUIRED FOR DRAINAGE. CONCRETE 2. AT THE INTERSECTION OF CHIMNEYS OR OTHER ALL DISCREPANCIES SHALL BE CALLED TO THE ATTENTION OF SINK FAUCETS INSTALLED IN THE HOUSE / -__:
<br /> 1.15 GPM OR LESS. / 5b �ffi^i"rt W�tor H' tk i 5b 2 ;_J
<br /> SHALL BE RATED AT
<br /> SLABS TO HAVE CONTROL JOINTS AT 25' FT. (MAX.) MASONRY CONSTRUCTION WITH FRAME OR WALLS, WITH ENGINEER • 5c Efficient Water Heating5c 1.5 (:�- 1.5
<br /> INTERVALS EA. WAY. SLABS ARE TO BE 5-AIR ENTRAINED PROJECTING LIPS ON BOTH SIDES UNDER STUCCO 5. ALL DETAILS DESIGNATED AS STANDARD OR TYPICAL SHALL ALL OTHER LAVATORY FAUCETS SHALL __-
<br /> CONCRETE SIDEWALKS TO HAVE 3/4' IN. TOOLED JOINTS COPINGS. BE RATED AT 1.0 GPM OR LESS. 3i-1 CffiLielit Wale' I lealii3O 5d 0.5
<br /> _
<br /> AT 5' FT. (MIN.) O.C. 3. UNDER AND AT THE ENDS OF MASONRY, WOOD OR OCCUR IN ADDITION TO ANY OTHER SPECIFIC DETAIL CALLED OUT 6 Renewable Electric Energy 0.5 *1200 kwh 0.0 0
<br /> METAL COPINGS AND SILLS. 6. COORDIATE WITH MECHANICAL, PLUMBING, AND ELECTICAL (Sc) HOT WATER HEATER:
<br /> CONCRETE COVER OF 4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD RINNAI RU 9SJ Total Credits 3.50 a co o
<br /> TRIM. REQUIREMENTS FOR SIZE AND LOCATION OF ALL OPENINGS TANKLESS WATER HEATER * crJ
<br /> W/ EFFICIENCY RATING OF .95 Please refer to Table 8406.2 for Complete option descriptions �• m �,
<br /> RE INFORCiNC 5. WHERE EXTERIOR PORCHES, DECKS OR STAIRS REQUIRED FOR DUCTS, PIPES, AND PIPE SLEEVES, ELECTRICAL I Q
<br /> ATTACH TO A WALL OR FLOOR ASSEMBLY OF --- Via m
<br /> CONDUITS, AND OTHER ITEMS TO BE EMBEDDED IN CONCRETE OR
<br /> WOOD-FRAME CONSTRUCTION. ENERGY CREDIT NOTE:
<br /> 3" CONCRETE CAST AGAINST AND PERMANENTLY 6. AT WALL AND ROOF INTERSECTIONS. OTHERWISE INCORPORATED IN STRUCTURAL WORK. ENERGY CREDITS CAN BE I b ♦ "'NW 1 6'
<br /> EXPOSED TO EARTH. 1. AT BUILT-IN GUTTERS. 1. PROVIDE OPENINGS AND SUPPORTS, AS REQUIRED PER STANDARD SUBSTITUTED AS LONG AS THE TOTAL i -- 4
<br /> 1 1/2" CONCRETE EXPOSED TO EARTH OR WEATHER. DETAILS FOR HEATERS, MECHANICAL EQUIPMINT, VENTS, DUCTS,
<br /> CREDIT OPTIONS EQUAL OR EXCEED �, /�7 (/Ao/ 7
<br /> Ay/114) /✓ �iS -S� N✓r � q ��
<br /> 1 1/2' BEAMS AND COLUMNS NOT EXPOSED TO EARTH THE MINIMUM REQUIRED NUMBER OF v
<br /> A PIPING, ETC. ALL SUSPENDED MECHANICAL EQUIPMENT CREDITS BASED ON TABLE R4062 OFA// ' /& �� G,sr�c_.-r o� G�iPT�z /��l�dS ��I(JC. / d
<br /> OR WEATHER LL EXTERIOR DOORS, OTHER THAN FIRE-RATED SHALL BE SWAY OR LATERALLY BRACED. THE 2015 IRC / f W 0 ru 12
<br /> 3/4" SLABS AND WALLS NOT EXPOSED TO EARTH OR DOORS, SHALL SE DESIGNED TO LIMIT AIR �j(i/�,L/ 4 /jJ//t//ryvnj C7/ /x'"/42 /1/,r'(2L47/0'
<br /> 0 ,5- ,c1,
<br /> WEATHER LEACKAGE AROUND THEIR PERIMETER WHEN IN A
<br /> .r di
<br /> , CLOSED POSITION. DOORS BETWEEN RESIDENCE 0
<br /> LAP COLUMN VERTICALS. CLASS 'A" CONCRETE AND AND GARAGE ARE NOT CONSIDERED FIRE-RATED cu-
<br /> MASONRY COLUMN AND WALL VERTICALS 52 E
<br /> AND MUST MEET THE ABOVE REQUIREMENT.
<br /> :7::::.
<br /> DIAMETERS. LAP ALL OTHER REINFORCING 24 Z 4 ut XO
<br /> DIAMETERS. SPLICES AT TENSION REGIONS SHALL NOT - ALL EXTERIOR WINDOWS SHALL BE DESIGNED TOQ fQ
<br /> BE PERMITTED. AMIT INFILTRATION INTO OR FROM THE BUILDING m O
<br /> _ Cfl co
<br /> ENVELOPE.
<br /> CARP-NT Y �r
<br /> -4 _�
<br /> - Recessed Lighting Fixtures: When installed in the � �
<br /> building envelope, recessed lighting fixtures shall be
<br /> Type IC rated and certified to have no more than 2.0
<br /> GENERAL cfm air movement from the conditioned space to the
<br /> ceiling cavity. The lighting fixture shall be tested at d
<br /> ALL FRAMING TO COMPLY WITH ENGINEERING S-SHEETS 15 Pascals or 1.51 lbs/ft2 pressure difference and
<br /> have a label attached, showingcompliance with this ,...........`
<br /> FOR NAIL SIZES AND SPACING. p _d ` - _-- . u
<br /> test method. Recessed g
<br /> li htin fixtures shall be -
<br /> lighting
<br /> installed with a easket or caulk between the fixture
<br /> ALLWOODIN CONTACT WITH CONCRETE TO - - U
<br /> REE BEI ............::: ........................:: ........::::
<br /> and ceiling to prevent air leakage.g
<br /> PRESSURETREATED. _ ..............:: :::::::::...... ::.::::.... _
<br /> ED
<br /> II
<br /> .........:..........................
<br /> . '..//z,::::....:. ....:......:::::::.:...:........:..: .. Ill ::: . . .......:: ...........,... :..... ui
<br /> - Ly
<br /> VAPOR BARRi S/ GROUND .E R R h ......:::......:..... ...:.....: ......
<br /> 6 MIN. CLEARANCE BETWEEN WOOD AND EARTH. _ ................... :....:..... ,... ...:............:.. :.:: - :. :...:.....,.......:.:::::. .. ;:::.;:;:::. -
<br /> ■
<br /> .. ....... ... - - - �i
<br /> 18" MIN. CLEARANCE BETWEEN FLOOR JOIST AND COVERS z U
<br /> EARTH. - ......-.:......,. ..... ® - ••°°. ! � ui
<br /> AN APPROVED VAPOR BARRIER SHALL SE - :::::::::::.:::; :::..: '.:...:..::..:::::::::.'::.::. +" _ �'i
<br /> Z L
<br /> 12" MIN. CLEARANCE BETWEEN FLOOR BEAMS AND Ur_ ,�� wz
<br /> PROPERLY INSTALLED IN ROOF DECKS, IN ENCLOSEDEARTH. RAFTER SPACES FROMED WHERE CEILINGS ARE e
<br /> V ..
<br /> 411111l
<br /> APPLIED DIRECTLY TO THE UNDERSIDE OF ROOF ®��' � - m F-
<br /> FASTENERS FOR PRESSURE PRESERVATIVE AND RAFTERS, AND AT EXTERIOR WALLS, INSET STAPLED ����.t�r�� Lu
<br /> 0
<br /> 7
<br /> FIRE-RETANDANT-TREATED WOOD SHALL BE OF BATTS WITH A PERM RATING LESS THAN ONE MAY BE ®• ' I ® T �1��
<br /> ���� ' _a
<br /> HOT-DIPPED GALVANIZED STEEL. INSTALLED IF THE VAPOR BARRIER IS TO THE WARM
<br /> - w
<br /> ■
<br /> w
<br /> 0
<br /> i
<br /> - e e
<br /> Q
<br /> SIDE, STAPLES ARE PLACED NOT MORE THAN 8 ..:::::::::::::..:.:,..... .......... ,.:.::: .: Q n U
<br /> REFERENCE SI-IEET-S1 FOR SPECIES AND -
<br /> C _
<br /> INCHES ON CENTER AND GAPS BETWEEN THE FACING ;~
<br /> GRADE (BASE DESIGN VALUES) AND THE FRAMING DO NOT EXCEED 1/16 INCH.
<br /> .. ..... .... . .
<br /> 4
<br /> A GROUND COVER OF 6 MIL (0.006")BLACK . :............ ...... : i �': .- A • •
<br /> . 7 Q
<br /> � . .. •. . . . .. . .• I 4 " Q O
<br /> POLYETHYLENE OR EQUIVALENT, SHALL BE LAID
<br /> � .
<br /> BOLT HEADS AND NUTS BEARING AGAINST WOOD TO BE T _i O
<br /> OVER THE GROUND IN ALL CRAWL SPACES. THENE=
<br /> ................................ ........................................ .. .... ...
<br /> _ . ...... ..
<br /> PROVIDED WITH 3"X3"X.229" PLATE WASHERS. WOOD
<br /> . �_ -
<br /> GROUND COVER SHALL BE OVERLAPPED ONE FOOT -_
<br /> •
<br /> BEARING ON OR INSTALLED WITHIN 1" OF MASONRY OR • `�' i+� I 1 --
<br /> =sr aha.ar aha.ar a�liar a�i�riar a�rlaa- _i _ICONCRETE TO BE TREATED WITH AN APPROVED AT EACH JOINT AND SHALL EXTEND TO THE ':``:::::::::::::`:`::;:::: • }� .1��, }�h, }�,�t�}�,�}..r�?®:=t®: t®. -!® ® ® Pro ect #
<br /> PRESERVATIVE. SOLID BLOCKING OF NOT LESS THAN 2 X FOUNDATION WALL. • • ��II -_®THICKNESS SHALL BE PROVIDED AT ENDS AND AT ALL • _ as® ® ®�® ®v®
<br /> SUPPORT OF JOISTS AND RAFTERS. BETWEEN SUPPORTS • • • 'L . �r 'moi - -- ������
<br /> X60
<br /> • 1.=.. ■ osr.KENN_L l' o.iR: i� 17174
<br /> PROVIDED AT ENDS AND AT ALL SUPPORT OF JOISTS AND - _
<br /> .d RAFTERS, JOISTS, 10'-0" FOR ROOF JOISTS. TYPICAL SILL �i�Y �F ��
<br /> BOLTS TO SE 5/5" DIAMETER AT 6'-0" O.C. MINIMUM 1" REVIEWED FOR PERMIT Sheet
<br /> EMBED. ALL METAL FRAMING ANCHORS AND HANGERS
<br /> 7. SHOWN ON DRAWINGS SHALL BE STRONG TIE CONNECTORS
<br /> AS MANUFACTURED BY SIMPSON COMPANY. All
<br /> Fz'L ANI V
<br /> SCALE: NOT TO SCALE
<br />
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