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RESUB 1-For Refernce only plans-\1 HARD] CHANNEL CRICKET BEYOND MAX ALLOWED HEIGHT 309.7S 711-!_I � -- - APPROVED PLANS MUST BE RM111EE W-RAMISMIN-M MIMI =i ADDRESS TO BE PROMINENTLY DISPLAYED IN CONTRASTING COLOR PLAINLY VISIBLE FROM THE STREET. ...... -COMP. ROOFING- ..--.--.--.�--METAL GtJTTERS------ FF---- I I T I�JI ! ICI � li-- __ 'I � SAF GL —7 N1111M SCALE. A' = V-0" IL ----- S-1-11 SG ill�l!n'Inl HARDI CHANNEL AVERAGE GRADE = 284.73' r' MAX ALLOWED HEIGHT = MUS 50 SQ. IN. ROOF VENT A resideritial fire sprinkler system is 7-7-- --Aa= ------ required. A recommended flow -through design will meet specifications and reduce equipment and continuing maintenance requirements. ECDC19.05.02082. Provide a minimum combination water service of ------ —COMP. ROOFING one (1") meter and one and one half .... .. (1I/2") service line, or show that domestic and fire protection needs can be met with METAL a smaller service. U D DPP !n FAIE DE ENT SAF GE t [ .1 f AVERAGE GRADE = 284.73' LC/) d :2 0 W � z ::D C14 V; r z 0 a) LLJ Lli C) mCI ,7o,_n" FOUNDATION PLAN tt GENERAL NOTES FOR WINDOWS WITH OPERABLE OPENINGS MORE THAN 722 ABOVE THE FINISHED GRADE OR SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING SHALL BE 24° MINIMUM ABOVE THE FLO M. EXCEPTIONS: FULLY OPEN WINDOWS WHERE A 4' SPHERE MAY NOT PASS THROUGH OR `MERE FALL PREVENTION DEVICES ARE PROVIDED PER ASTM F 2090 OR R312.2.2. PROVIDE SAFETY CLASS PER IRC R308. SKYLIGHTS TO BE DOUBLE PANEL, SHATTER RESISTANT APPROVED RIGID PLASTIC, LAMINATED SAFETY GLASS, FUiLY TEMPERED GLASS, HEAT-STRE NGTHDO WSS, OR TARED GLASS. PROVIDE 4' MINIMUM CURB (OR SELF FLASHING ASSEMBLY WITH 3.12 MINIMUM PITCH OR PER MANUFACTURER INSTRUCTIONS). HOSE BIBBS TO BE BACKFLOW PREVENTION N AND FREEZE RESISTANT TYPE. TREATED MOOD NOTES: R317.1 LOCATION REQUIRED. PROTECTION OF WOOD AND WOW BASED PRODUCTS FROM DECAY SHALL BE PROVIDED IN THE FOLLOWING LOCATIONS BY THE USE OF NATURALLY DURABLE WOOD OR WOOD THAT IS PRESERVATIVE -TREATED IN ACCORDANCE WITH AWPA U1 FOR THE SPECIES, PRODUCT, PRESERVATIVE AND END USE. PRESERVATIVES SHALL BE LISTED IN SECTION 4 OF AW€'A U1. 1, WOOD JOOSTS OR THE BOTTOM OF A WOOD STRUCTURAL FLOOR? WHEN CLOSER THAN 1 r OR WOOD GIRDERS WHEN CLOSER THAN 12` TO THE EXPOSED GROUND IN CRAWL SPACES OR UNEXCAVATED AREA LOCATED WITHIN THE PERIPHERY OF THE BUILDING FOUNDATION, 2. ALL WOOD FRAMING MEMBERS THAT REST ON CONCRETE OR MASONRY EXTERIOR FOUNDATION WALLS AND ARE LESS THAN 8° FROM THE EXPOSED GROUND. 3. SILLS AND SLEEPERS ON A CONCRETE OR MASONRY SLAB THAT IS IN DIRECT CONTACT WITH THE GROUND UNLESS SEPARATED FROM SUCH SLAB BY AN IMPERVIOUS MOISTURE BARRIER. 4. THE ENDS OF WOOD GIRDERS ENTERING EXTERIOR MASONRY OR CONCRETE WALLS HAVING CLEARANCES OF LESS THAN %' ON TOPS, SIDES AND ENDS. 5. LSD SIDING, SHEATHING AND WALL FRAMING ON THE EXTERIOR OF A BUILDING HAVING A CLEARANCE OF LESS THAN 6° FROM THE (MOUND OR LESS THAN 20 MEASURED VERTICALLY FROM CONCRETE STEPS, PORCH SLABS, PATIO SLABS, AND SIMILAR HORIZONTAL SURFACES EXPOSED TO THE WEATHER. 6. WOOD STRUCTURAL MEMBERS SUPPORTING MOISTURE -PERMEABLE FLOORS OR ROOFS THAT ARE EXPOSED TO THE WEATHER, SUCH AS CONCRETE OR MASONRY SLABS, UNLESS SEPARATED FROM SUCH FLOORS OR ROOFS BY AN IMPERVIOUS MOISTURE BARRIER. 7. WOOD FURRING STRIPS OR OTHER 1D FRAMING MEMBERS ATTACHED DIRECTLY TO THE INTERIOR OF EXTERIOR MASONRY FALLS OR CONCRETE WALLS BELOW GRADE EXCEPT MERE AN APPROVED VAPOR RETARDER IS APPLIED BETWEEN THE WALL AND THE FURRING STRIPS OR FRAMING MEMBERS. 11317ll FIELD CUT END, NOTCHES, AND DRILLED HOLES OF PRESSURE TREATED WOOD MALL BE RETREATED IN THE FIELD PER AWA M4. R317.3.1. FASTENERS FOR PRESSURE PRESERVATIVE AND FIRE -RETARDANT -TREATED WOOD SHALL BE OF HOT -DIPPED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE, OR COPPER. SHEARWALL BOTTOM PLATE NAILING AND ALL NAILING AT PRESERVATIVE TREATED WOOD MEMBERS SHALL BE HOT -DIPPED ZINC -COATED GALVANIZED STEEL OR STAINLESS STEEL NAILS. ZINC COATING WEIGHTS AS REQUIRED PER ASTM A 153. IN THE ABSENCE OF MANUFACTURER'S RECOMMENDATIONS, A U NNUM OW ASTM A 653 TYPE G185 ZINC -COATED GALVANIZED STEEL, OR EQUIVALENT, SHALL BE USED. CRAWL SPACE VEM-nLA ON R408 2 PR,O14DE 427 SO. IN. MINIMUM NET (1/300) INSTALL 6 Erx%" SCREENED VENTS X 75.4 SQ. IN. NET FREE - 452 SQ. IN. AT LEAST ONE VENT TO 131E PLACED WITHIN Y OF EACH CORNER OF THE BUILDING. ONE SIDE OF THE BUILDING MAY HAVE NO VATS. ®CRAWL ACCESS R408.4 18°x24° MIMUM THRU FLOM ACCESS w/ TIGHT FIT WEATHERSTRIPPED INSULATED DOOR OR 16' HEIGHT x 240 MINIMUM THROUGH WALL CRAM ACCESS w/ DOOR. IF ANY PART IS BELOW! GRADE, PROVIDE A 16'x2e MINIMUM AREAWAY TO EXTEND BELOW THE OWNING THRESHOLD. THROUGH WALL ACCESS OPENINGS SHALL NOT BE LOCATED UNDER A DOOR TO THE RESIDENCE 4 SLAL_I_NSULATION WOE SLAB IS 24 OR LESS BELOW FINISHED EXTERIOR GRADE EXTEND R-10 INSULATION FOR A TOTAL OF 24 INCHES OTHER VERTICALLY OR A COMMATIOP! OF VERTICALLY AND HORIZONTALLY AROUND THE ENTIRE ON -GRADE PERIMETER. INSTALL WATER-RESISTAN i INSULATION MATERIAL MANUFACTURED FOR THIS PURPOSE. INSTALL A COVER FLASHING OR PARGANG TO PROTECT THE INSULATION FROM MOISTURE AND PHYSICAL DAMAGE ABOVE GRADE. MAINTAIN A THERMAL BREAK AT THE EDGE OF A SLAB. SLAB MUST NOT RUN CONTINUOUSLY FROM HEATED TO UNHEATED AREAS. FOOTING SCHEDULE MARK HxWxD REINF. BAR 12 6x12x12 15 7x15x15 18 8x18x18 20 9X2Ox2O 24 1O}x24x24 3 4 EA. WY. 30 120000 3 4 EA. WY. 32 120202 4 4 EA. WY. 36 120606 4 4 EA. WY. 15C 805 CONT. 2 4 CONT1N. ALL EXTERIOR FOOTINGS TO EXTEND 18" BE_W FIN. GRADE MIN. FINLESS NOTED OTHERWISE, STRIP ALL WOOD FORMS PRIOR TO BACKFILLING. itJ V ac Lu ® 'n. 'Poo UjU-) c� as Q muj W M e 6 � HN �co cn uj o i3 ¢' E cv I m = C Z m C] r m ui of > a w LL_ O IY 3/ rk 10 P 20 BUILDING -ml na LOWER FLOOR PLAN SCML' X = -OB 130 SO. FT. LMIER MG 770 SQ. FT. GARAGE 9-T D SCALE: Y"= 1'-O° OVER GARAGE ALL HEADERS ARE (2)2x6 HF#2 U.N.O. :::�o_ 5hx21 GLB GENERAL MOTES FOR WINDOWS WITH OPERABLE OPENINGS MORE THAN 72" ABOVE THE FINISHED GRADE OR SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING SHALL BE 24" MINIMUM ABOVE THE FLOOR. EXCEPTIONS: FULLY OPEN WINDOWS WERE A 4® SPHERE MAY NOT PASS THROUGH OR WHERE FALL PREVENTKXN D£IILCES ARE PROVIDED PER ASTM F 2090 OR R312ZZ PROVIDE SAFETY CLASS PER IRC R308. SKYLIGHTS TO BE DOUBLE PANEL, SHATTER RESISTANT APPROVED RIGID PLASTIC, LAMINATED SAFETY GLASS, FULLY TEMPERED CLASS, HEAT -STRENGTHENED GLASS, OR WIRED GLASS. PROVIDE 4" MINIMUM CURB (OR SELF FLASHING AMBLY WITH 3:12 MINIMUM PITCH OR PER MANUFACTURER INSTRUCTIONS). HOSE BIBBS TO BE BACKFLOW PREVENTION AND FREEZE RESISTANT TYPE. .: i i , '��■::T< I�talliC G>ti `'IF`:[ 1;t TREATED WOOD NOTES; R317.1 LOCATION REQUIRED. PROTECTION OF WOOD AND FOOD BASED PRODUCTS FROM DECAY SHALL BE PROVIDED IN THE FOLLOWING LOCATIONS BY THE USE OF NATURALLY DURABLE WOOD OR WOOD THAT IS PRESERVATIVE -TREATED IN ACCORDANCE WITH A'A U1 FOR THE SPECIES, PRODUCT, PRESERVATIVE ARID END USE. PRESERVATIVES SHALL BE LISTED IN SECTON 4 OF AWPA U1. 1. MOOD JOISTS OR THE BOTTOM OF A WOOD STRUCTURAL FLOOR WHEN CLOSER THAN 18" OR MOD ORDERS MEN LOSER THAN 12" TO THE EXPOSED GROUND IN CRAWL SPACES OR UNEXCAVATED AREA LOCATED WITHIN THE PERIPHERY OF THE BUILDING FOUNDATION. 2. ALL V= FRALINNG MEMBERS THAT REST ON C MCRETE OR MASONRY EXTERIOR FOUNDATION WALLS AND ARE LESS THAN r FROM THE EXPOSED (MOUND. 3. SILLS AND SLEEPERS ON A CONCRETE OR MASONRY SLAB THAT IS IN DIRECT CONTACT NTH THE (MOUND UNLESS SEPARATED FROM SUCH SLAB BY AN IMPERVIOUS MOISTURE BARRIER. 4. THE ENDS OF WOOD GIRDERS ENTERING EXTERIOR MASONRY OR CONCRETE WALLS HAVING CLEARANCES GE LESS THAN 9' ON TOPS, SIDES AND ENDS. 5. WOOD SIDING, SHEATHING AND WALL FRAMING ON THE EXTERIOR OF A BUILDING HAVNG A CLEARANCE OF LESS THAN 6` FROM THE GROUND OR LESS THAN 2° MEASURED VERTICALLY FROM CONCRETE STEPS, PORCH SLABS, PATIO SLABS, AND SIMILAR HONZOITAL SURFACES EXPOSED TO THE WEATHER. 6. WOOD STRUCTURAL MEMBERS SUPPORTING MOISTURE -PERMEABLE FLOORS OR ROOFS THAT ARE EXPOSED TO THE WEATHER, SUCH AS CONCRETE OR MASONRY SLABS, UNLESS SEPARATED FROM SUCH FLOORS OR ROOFS BY AN IMPERVIOUS MOISTURE BARRIER. 7. WOOD FURRING STRIPS OR OTHER WOOD FRAMING MEMBERS ATTACHED DIRECTLY TO THE INTERIOR OF EXTERIOR MASONRY WALLS OR CONCRETE WALLS BELOW GRADE EXCEPT WHERE AN APPROVED VAPOR RETARDER IS APPLIED BETWEEN THE WALL AND THE FURRING STRIPS OR FRAMING MEMBERS. R317.1.1. FIELD CUT END, NOTCHES, AND DRILLED HUB OF PRESSURE TREATED WOOD SHALL BE RETREAD IN THE FIELD PER AVRF'A M4. R317,3.1. FASTENERS FOR PRESSURE PRESERVATIVE AND FIRE -RETARDANT -TREATED WOOD SHALL BE OF HOT -DIPPED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE, OR COPPER. SHEARIVALL. BOTTOM PLATE NAILING AND ALL NAILING AT PRESERVATIVE TREATED WOOD MEMBERS SHALL BE HOT -DIPPED ZINC-COATE4 GA1.MAIZED STEEL OR STAINLESS STEEL NAILS. ZINC COATING WEIGHTS AS REQUIRED PER ASTM A 153. IN THE ABSM E OF MANUFACTURER'S RECOMMENDATIONS, A MINIMUM OF ASTM A 653 TYPE G185 ZINC -COATED GALVANIZED STEEL, OR EQUIVALENT, MALL BE USED. STAIRWAYS PER I C R311.7 5 360 MIN. STAIRWAY VIDTH. LANDINGS SHALL HAVE A 36" MINIMUM DIMENSION IN THE DIRECTION OF TRAVEL A LANDING IS NOT REQUIRED MERE THERE IS A DOOR AT THE TOP GE AN INTERIOR FLIGHT OF STAIRS, INCLUDING STAIRS IN AN ENCLOSED GARAGE, PROVIDED THE DOOR DOES NOT SWING OVER THE STAIRS. RISERS TO BE 74" MAXIMUM HEIGHT AND TREADS TO BE 10' MINIMUM DEPTH, BOTH WITH A MAXIMUM VARIATION OF )C. TREADS KITH SOLID RISERS TO HAVE Y4° MINIMUM TO 14 MAX. NOSING OR 11" MINNJIA DEPTH. 4" THERE MAY NOT PASS THROUM OPEN RISERS ON STAIRWAYS RISING MORE THAN 30m. HANDRAIL REQUIRED IF 4 OR MORE RISERS TO BE INSTALLED BETiI01 W-38' ABOVE NOSING AND HAVE A 1h'-200 GRIP CONTINUOUS FOR THE FULL LENGTH OF THE FLIGHT. RETURN ENDS TO WALL OR NEWEL. INSTALL 2xI O BLO(XING BETWEEN STUDS TO SUPPORT HANDRAIL BRACKETS. PXHL.00K BETWEEN STUDS AT STRINGER. 6'4 MINIMUM VERTICAL HEAD CLEARANCE PROTECT ENCLOSED ACCESSIBLE UNDER STAIR WALLS AND CEILING WITH )f GWB. A FIGHT OF STAIRS SHALL NOT HAVE A VERTICAL RISE LARGER THAN 147" BE%M FLOOR LEVELS OR LANDINGS. STAIRWAYS MALL BE PROVIDED NTH ILLUMINATION PER R303.7. GARAGE FIRE SEPARATION - R302.6 6 OPENINGS FROM GARAGE INTO SLEEPING ROOM NOT PERMITTED. DOOR BETWEEN GARAGE AND RESIDENCE MALL BE 1)" MINIMUM THICK SOLID MOD OR STEEL. WITH SOLID OR HONEYCOMB CORE, OR 20 MINUTE FIRE RATED EQUIPPED WITH A 50.E-CI.0S %G ONCE. DUCTS IN GARAGE & DUCTS PENETRATING THE FALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE NO. 26 GAGE SHEET STEEL AND HAVE NO OPENINGS INTO THE GARAGE. Ell I AROUND OTHER PENETRA11ONS WITH APPROVED MATERIAL SEPARATE THE GARAGE FROM THE RESIDENCE AND ITS ATTIC AREA WITH )' GO INSTALLED ON THE GARAGE SIDE. SEPARATE FROM HABITABLE ROOMS ABOVE WITH %' TYPE X GIB, AND WHERE THE SEPARATION IS A FLOOR- CEILING ASSEMBLY, THE SUPPORTING STRUCTURE SHALL BE PROTECTED WITH if GWB. Lill E10 0 &F t N cr I DO � m n Li Li.. O w 0 �G �Ld �w �US I US Q U � Z Lit Z H :3 LLd SEP 2 0 201 2 o� 10 O 0 r N ENERGY CREDITS PER R406.2 EFFICIENT LNG ENVELOPE 1a: 0.5 CREDIT PRESCRIPTIVE COMPLIANCE IS BASED ON TABLE R4021.1 WITH THE FOLLOWING TIt3HS: VERTICALL, FEAIESMVON 1L ;= . F1, L SILAB ON GRAD R-10 PERIMETER AND U R ENTIRE IRE SLAB BELOW (RARE SLAB R-10 PMETER AND UDR OM SLAB HIGH IEFFTCW IHVAC EMENT 3a 1.0 CREDIT GA PROPANE OR OIL -FIRED FURNACE WITH MI WM MIX OF94 OR GA PROPANE OR MED-W OMER TVITTII WNW AR..)Elf 9 EFFK=1WATER HEATING 5m ALL SHOWERHEAD AND KITCHEN SNI FAUCETS INSTALLED N THE HOUSE SHILL. BE 0.5 OUT RATED AT 1.75 GPM OR LESS. ALL OTHER LAVATORY FAUCETS SHALL BE RATED AT 1.0 GPM OR LESS.`TOI QUALIFY TO CLAIM THIS CRIEDIT, THE BUILDING PENTDRAWINGS SHALL SPECIFY THE OPTION TIEING SELECTED AND SHALL. SPECIFY THE MAMIM FLOW RATES FOR ALL. SHOW40M IOTCHIEN SWK FAUCETS, AND OTHER LAVATORY FAUCETS. DTICIENT WATER HEATING 5r. WATER HEATING SYSTEM SHALL. INCLUDE X OF THE FOLLOYM 1.5 CREDITS G PROPAI+E, OR OIL WATER HEATER WITH k MR= EF OE;1#91. SOLAR WATER HEATING WPKMTING A MINIMUM STANDARD WATER HEATER. SOAR WATER HEATING WILL PROVIDE A RATED WAWM SAVINGS OF 85 TIHIERMS OR 20k BASED ON THE SOLAR RATING AND CERTIFICATION TION (SZCC) DUAL PERFMANCE OF OG-3DO CIERIFED WATER HEATING ELECTRIC HEAT PUMP WATER DATER LVTH A OM LF OF 2.0 AND WIM 1FHE STANDARDS OF NEEA'S NORTH{ M MATE SPEWICATEM FOR HEAT LAP WATER KAMM no ROM Lo Ra mmm FED (018 an= An ND PRIM (FMCM W L MWLY IM 1. OEM= DAMN MA'BJ?RY SE16( F99M WMM RN RAZE - U W110 00 XM N xxffam 1 ASE A1121®.1/CSA OMI. 2 1Ci0M FAKM W= RM RATE - VIS WD 0 AMMM MI A ROW RATE - 1.75 NAM M TESTES 0 MMM WIN ATE An2111.1/CSA 812M. 6'-2° 7'-10' S1§• HANG TRUSS FROM BEAM %Xti1 GLB FLASH w/ BOT OF ,HST 4'-0' 440 DF2 -A SGD HDR 32'-O° 3 R U SCALE- T 1'-O' W/ SHOWER PAN RECESS 9,T9° 2050 SH ', SIWR/ 8O Will LAUNDRY 2® - - - WET BAR RECREATION VAULTED 32'-0' cQNc. ry LND'G GL L BA}i 9 33° VAN 72'-O' 4x 6 DF#2 4x 6 DF#2 3046 SH 3046 SH a o DW �+ 10'-0 KITCHEN • 2?4 6' 4'-6' 4'-O' o 5012PIC. TRANSOM ABV / I ; 60 SGp i 4x 8 DF#2 EM -11 ' w 1 r }- O �xv mimic BR G WALL - 2" DO 3° -� �I 28'-0' rLVUK IKVJJ 3T-0" G4 SCALE: Ya°= 1'-O' OVER DINING AND GREAT ROOM 12'-o' ATTIC ACCESS _PER R807.1 1 22'x30' MMNIMUM ROUGH FRAM® OPIM LOCATED IN A HALLWAY GR OTHER RERdL.Y ACCESSIBLE LOCATION. INSULATE AND WEAK DOM It HMHIT INSULATION DAII. W MMMUM CLEAR READIRM INTERIOR FURNACE & WATER HEATER U.L APPROVED APPLIANCES INSTALLED PER THE MMUFACTURER'S INSTALLATION INSTRUCTIONS, UPC, & IMC. AUTO SHUTOFF SWITCH REQUIRED FOR GAS OR PROPANE. INSTALL WATER HEATER ON A GALVANIZED STEEL PAN WITH DRAIN PER UPC. SET ELECTRIC WATER HEATER ON R-10 INCOMPRESSHBLE INSULATED BASE IF WSTALLED IN AN UNHEATED AREA OR ON A CONCRETE SLAB. INSTALL SEISMIC STRAPS WITHIN TOP X AND BOTTOM h (40 MINIMUM ABOVE CONTROLS). PROVIDE PRESSURE RELIEF LINE TO DUTERINU. FOR FUEL FIRM APPLIANCES, PROVIDE 2 SCREENED COMBUSTION INLETS, ONE WITHIN 12' OF CEILING & ONE WITHIN 12' OF FLOOR, WITH A MINIMUM NET FREE AREA GP 1 SQ. IN. PER 4,000 BTU%H OF TOTAL INPUT RATING OF ALL APPLIANCES IN THE ENCLOSURE. INSTALL FUEL. -FIRED APPLIANCES IN SEALED ENCLOSURE NTH A :::t WEATHERSTRIPPED SOLID SELF -CLOSING DOOR. ENCLOSURE NOT TO BE USED FOR OTHER PURPOSES. GENERAL NOTES FOR WINDOWS ITH OPERABLE OPENINGS MORE THAN 727 ABOVE THE FINISHED GRADE OR SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING SHALL BE 24' MINIMUM ABOVE THE FLOOR. EXCEPTIONS: FULLY OPEN Ydll•IDM WERE A 4° SPHERE MAY NOT PASS THROUGH OR WHERE FAIL PREVENTION DEVICES ARE PROVIDED PER ASTM F 2090 OR R3122.2. PROVIDE SAFETY GLASS PER IRC R3O8. SKYLIGHTS TO BE DOUBLE PANEL, SHATTER RESISTANT APPROVED RIGID PLASTIC, LAMINATED SAFETY MASS, FULLY TEMPERED GLASS, HEAT --STRENGTHENED GLASS, OR VARIED GLASS. PROVIDE 4' MINIMUM CURB (OR SELF FLASHING ASSEMBLY WITH 3:12 MINIMUM PITCH OR PER MANUFACTURER INSTRUCTIONS). HOSE BIBBS TO BE BACKFLCW PREVENTION AND FREEZE RESISTANT TYPE RL�TIt ri �''���AL'IIILtl:LL►1[!::��`;I�flil;f.L. PT 64 HF 2 COL SECURE STAIRWAYS PER IRC R311.7 T DET. 1T3 BEAM W/ ECX�Q6S ® MMINIA DIMENSION IN THE DIRECTION GS OF TRAWL A �° SAF M SAF M LANDING IS NOT REQUIRED MERE THERE IS A DOOR AT ING 3070 BA 3070 BA 6x6 THE AIRS IN Nd ENCLOSED GARAGE, OP OF AN INTERIOR FLIGHT R VIDED THE DOOR _ C 5 x 1 24 F-V 4 DF H3 - 2 DOES NOT SWING OVER THE STAIRS. RISERS TO BE 7Y 4x 6 DF 2 4x 6 DF 2 / - FLUSiH W� BOT OF FJ ' MAXIMUM HEIGHT AND TREADS TO BE 10' MINIMUM M- 02 02 • DEPTH, BOTH NTH A MAXIMUM VARIATION OF V. TREADS 6x6 5JIx15 24F-V4 DF 8-01 T DET. ee P ILEA, 1 4'-1° 3'-11' GIRDER FLR TRUSS o UP 17 .� c0 , , ON 15 i I 5A WARDROBE F- --1 50 BP' , 1 2s 26 o OPEN RAIL_ GUEST R . 3S 7F GL 3SAF GL 3SAF GL 3SA7F GL 3060 SH 3050PIC 3050PIC 3050PIC 3050PIC TRANSOM ABV TIi1 IS4_O. T$�d i+LSG} ASV 2'-11V 3'-0° � ' 'i� 3 0ABV ' �T 191-0' 32'-0° 5 •i 0 • I I 3 WITH SOLID RISERS TO HAVE Y MINIMUM TO 1Ya MAX NOSING OR 11 MINIMUM DEPTH. 4' WHERE MAY NOT n PASS THROUGH OPEN RISERS ON STAIRWAYS RISING MORE THAN W. HANDRAIL REQUIRED IF 4 OR MORE r RISERS TO HE INSTALLED BETYSTD III 34'-31T° ABOVE NOSING AND HAVE A 1r-2'6 GRIP CONTINUOUS FOR I is THE FULL LENGTH OF THE f1IGHL RETURN ENDS TO INSTALL 200 ROCKING BETWEEN WALL OR NEWEL DU_ TDOOR STUDS TO SUPPORT HANDRAIL BRACKETS. FIREBLOCK BETWEEN STUDS AT STRINGER. 6'-8° MINIMUM VERTICAL LIVING p HEAD CLEARANCE. PROTECT ENCLOSED ACCESSIBLE CONC. UNDER STAIR WALLS AND CEILING NTH )f GWB. A FLIGHT 2, OF STAIRS MALL NOT HAVE A VERTICAL RISE LARGER 8° THAN 147' BETWEEN FLOOR LEVELS OR LANDINGS. o STAIRWAYS SHALL BE PROVIDED NTH ILLUMINATION PER \ R303.7. /�t g SHOWIER cliABo� GUARDS PER IRC R312 N 1w 3'4 117¢ *ERE > 30• ABOVE FLOOR OR GRADE LEVEL BELOW! 36' o 6fl 12P1Ci 0 i MINIMUM HI7{#IT (AT OPEN SIDE OF STAIRWAY 34' MINIMUM `D to TR SOM ABV n SAF GL HEIGHT MEASURED FROM NOSING). REQUIRED GUARDS SHALL 6a GR 3070 BA I NOT HAVE OPENINGS FROM THE WALKING SURFACE TO THE REQUIRED LiflGLHT THAT ALLOY) PASSAGE OF 4' SPHERE. 4x10 DF#2 x6 COL EXCEPTIONS: THE TRIANGULAR OPENINGS AT THE OPEN SIDE OF STAIR SHALL NOT ALLOWS PASSAGE OF A 6' M - O5 COL.5'-6' 6'^9° ¢ o SPHERE. GUARDS ON THE OPEN SIDE OF STAIRS SHALL NOT m� N, HAVE OPENINGS THAT ALLOW PASSAGE OF A 49' SPHERE. " TOP OF RAIL TO RESIST 200 III. LOAD IN ANY DIRECTION. PICKETS OR INFILL TO RESIST 50 LBS. APPLIED TO 1 SQ. FT. AREA GUARDS WITH STRUCTURAL (LASS BALUSTER PANELS SHALL BE INSTALLED WITH AN ATTACHED TOP RAIL OR HANDRAIL THE TOP RAIL OR HANDRAIL MALL BE SUPPORTED BY A MINIMUM OF THREE GLASS BALUSTER m PANELS, OR SHALL BE OTHIRIMSE SUPPORTED TO RETAIN I I r - * IN PLACE SHOULD ONE GLASS BALUSTER PANEL FAIL 18' EXCEPTION: AN ATTACHED TOP RAIL OR HANDRAIL IS NOT REQUIRED WHERE THE GLASS BAL PANELS ARE GREAT R ORE LAMINATED (LASS WITH TWO 0;i MORE GLASS PILES OF . © EQUAL THICKNESS AND OF THE SAME (LASS TYPE. CS m o LANDINGS & STAIRS AT EXT. DOORS R311.3 THERE MALL BE A LANDING OR FLOOR ON EACH SIDE OF 25 EACH EXTERIOR DOOR. THE WIDTH OF THE LANDING SHALL Ir o NOT BE LESS THAN THE DOOR SERVED. EVERY LANDING SHALL HAVE A MINIMUM OIMEKSION OF 36° IN THE DIRECTION OF TRAVEL THE SLOPE SHALL NOT EXCEED 2X I I ;;2 " LANDINGS AT REQUIRED EGRESS DOORS SHALL NOT BE MORE THAN IV LOWER THAN THE TOP OF THE THRESHOLD. 12 2' ENTRY I � EXCEPTION: THE LANDING ON THE EXTERIOR SIDE MALL BE !I a 368o i ao NOT MORE THAN 7-' BELOW THE TOP' OF THE THRESHOLD PROVIDEO THE DOOR DOES NOT SONG OVER THE LANDING `c 2 SG I ar I I WHERE D(TERIOR LANDINGS SERVING THE REQUIRED EGRESS 3 h x 9 24 F-V 4 DF DOOR ARE NOT AT GRADE, THEY SHALL BE PROVIDED NTH _ 09 A RAMP (R311.8) OR STAIRWAY (R311.7) TO GRADE. DOORS OTHER THAN THE REQUIRED EGRESS DOOR SHALL 2060 PIC VO PIC III ! 1 PaC 6266 PICC i I L I 3070 BA 3070 BA 3070 BA 3070 BA BE PROVIDED WITH LANDINGS NOT MORE THAN 74 BELOW SAF GL SAF M I �, c 1 f I I 151¢° 18' TR SOM 3' AB Ir ® I f I I �, c SAF M SAF M SAF M SAF GL THE TOP O THE THRESHOLD. EXCEPTION: A TOP LANDING IS NOT REQUIRED WHERE A STAIRWAY OF NOT MORE THAN I ICI I PORCH I III 1 `� alo o TWO RISERS IS LOCATED CNd THE EXTERIOR SIDE PROVIDED SWUNG OVER THE STAIRWAY. 2x12 HF RAFTERS DET, i I 113'-0° 3'-0° 3'-GY 2'-6' THE DOOR DOES NOT ® 24'O.C. 9 r STOW AND SUM DOORS MALL BE PERMITTED TO SWUNG ' DN 3 - OVER EXTERIOR STAIRS AND LANDINGS, 60 SH L - - 416 CLEAR CEDAR COL (4 LOCS) GAs FIREPLACES IRC G2434fG2435 BATHROQM NOTES 1 e SECURE TO BEAM ABOVE 3 VENTED GAS FIREPLAGES/FREPLACE HEATERS SHALL BE fl TUBS AND SHOWERS PER R302.11. 36. 1W 24' 1'-6' 8'-O' 1'_6° W/ ECCQ44 TESTED PER ANSI Z21.50/Z21.88, INSTALLED PER MFGR'S. 3Fx30' MINNU CLEAR SPACE IN SHO W. 2Y MWIMUM INSTRUCTIONS (TO BE ON SITE FOR INSPECTOR). EXCEPT VMTA SHOM DOM TO OIL WMM IF HBdM W FOR GAS FIREPLACES TESTED PER ANSI Z2160 THE WIDE X 2e DEEP tXFAR SPACE REQUIRED OUTSIDE 72'-0' MAIN FLOOR PLAN SCALE. 130 SO. FT. LOWER LND'G 1814 SQ. FT. MAIN LIVING 1211 SQ. FT. UPPER LIVING 3155 SQ, FT. TOTAL LIVING 44 SQ. FT. COV. PORCH 168 SQ. FT. OUTDOOR LIVING 770 SQ. FT. GARAGE APPLIANCE SHALL UTILIZE A DIRECT IGNITION DOGE, AN Lit. TO BE SAFETY GLASS. NONABMENT IGNITOR, OR A PILOT FLAME TO IGNITE THE FUEL AT THE SURFACE UP 6' WITH SHOWER. USE COST BOAR OR MAIN BURNER, & SHALL BE EQUTIPPED WITH A FLAME MOT FIFER BOAR FOR TILE BACKING. VAPOR BARRIER SAFEGUARD DEVICE THAT AUTOMATICALLY SHUTS OFF THE NOT PERMM BEHIND W.P. GW9 AT EXT. WdALL. 2.5 GPM FUEL SUPPLY WHEN THE MEANS OF IGNITION BECOMES SHOWER FLOW RES"CRICTOR. TUB OR SHOit+3:R CONTROL INOPERATIVE. NONCOMBUSTIBLE FIREBLOCK REQUIRED AT VALVES TO LF PRESM BALANCE OR TFHE OSTATIC VENT DUCT OPENING AT FLOOR AND CEIL ILNG LEVELS. MIXING TYPE. 1.6 GJAL. PER FLUSH MAXIIIUM TOILETS. Ir INSTALL Xz GWB FIREBLOCK WTWEEN CHASE AND ATTIC. CLEAR SPACE REQUIRED. EACH SIDE FROM E OF TOILET & 21' CLEAR SPACE REQUIRED IN FRONT. INSTALL. 200 WATER HEATE4Z PER OPT. 5c, TABLE 406.2 ELOOKIRG I% TOM BARS UP 4C ABOVE FLU CR 1 WATER HEATING SYSTEM SHALL LIB ONE OF TEXT Baow SILL HEIGHT IF AT INSTALL EMNO FOR T.P. HOiIDERS. INSULATE EXTERIOR WAILS ADJACENT TO GAS, PROPANE, OR M WATER HEATER NTH A W M IF SHt S '4WD TUBS AND INSTALL AIR LIA R SI:PARAILNG THEM FRS THE S1HO RS AND TUBS 0.91. SOAR WATER PLEATING SUPPLEbEM A KNNUM EGRESS VANDOM PER R31Q STANDARD WATER HEATER. SOLAR GRATER HEATING ML0 ROtGENCY ESCAPE AND RIESWE OMM SHALL HAVE A PROVIDE A RATED I NIMUM SAVN(;S OF 85 TKENS CNZ HOGHT OF NOT MORE THAN 44 INCHES MEASURED FROM 2001# kTOP BASED ON THE SQLAR RATING AND THE RXiSIG FLOOR TO THE BOTTOM OF THE CLEAR 29'- CERTIFICATION CORPORATION (SRCC ANNUAL ANCE OPWNG Y ESCAPE AND RESGLRE OPENINGS GP (�300 CERI D SMA WATER HEAING SYSTEMS. SHALL HAVE A MMM NET CLEAR C7PENING OF 5.7 4o'-O' OR, ELECTRIC HEAT IRA P WATER HEATER NTH A MMIUM EF SQUARE FEET (5.0 SF. AT OWE FLOOR) THE MINIMUM NET CLEAR OPENING HEIGHT SHALL BE 24 W04M THE OF 2.0 AND MEETING THE STANDARDS OF NLFA'S MMMUM NET CLEAR OPENING OTH SHALL BE 20 INCHES, KORTERN WMATE SPEOFUM6 FOR HEAT PUMP WATER AND 00MCY ESCAPE AND RESCUE OlyWGS SHALL BE HEATERS, OPERATIONAL FROM THE INSIDE O THE RDOM WITHOUT THE USE OF MA TOOLS OR SPECIAL KNOR.IZICHE. PROVIDES 1.5 ITS ELECTRICAL LEGEND ALL HEADERS ARE (2)2x6 HF 2 U.N.O.SIM &SMOKE ALARM PER R314 AS AMENDED & LSD PER UL 217 AND NFPA 72, ALARMS TO BE PROVIDED IN D UNITS, AND WHERE coCARBON XLDE PER R315 AS � � AMENDED & LISTED PER UL 2034. COMBINATION � CONTINUOUS OPERATION COMBINATION SPOT AND WHOLE HOUSE M1507.3.4, IRC 2015 AS EXHAUST PER METHOD 1, IRC ALTI:RRAIONS, REPAIRS OR ADDITIONS REQUIRING A PERMIT OCCUR, OR WHERE C MG DXLI S SHALL SEE MOLE HOUSE VENliLATEGNd M07B ON ONE OR MORE SLEEPING UNITS ARE ADDED OR CREATED IN EXISTING LISTED HN ACMAXCE w/ UL 2034 AND NIL. LdECHANIC& SAM FOR SMG FGMRLk REWMBIS & DWELLING& WORK INVOLVING THE aMUOR SURFACES OF N DWELLING, AND 217. INSTALL OUTSIDE OF EACH SEPARATE OPTTONS HOUSE FAN: UBEI. SHALL BE AFFLXLD TO INSTALLATION, ALTERATION OR REPAIRS OF G, ELECTRICAL OR SLEEPING AREA IN THE IMMEDIATE VICNITY OF THE CONMOL THAT READS 'WHOLE HOUSE VENiLILAH Nd (SEE LEGHIMCAL SYSTEMS ARE EXEMPT FROM THE REQUIREJAS S OF TTi1S SECTION. THE BEDROMS AND ON EACH LEVEL OF THE OPERATING INSTRUCTIONS)' 2015 IRC M 1507.3.2 SMOKE ALARMS TO BE INTERCONNECTED EXCEPT ALTERATIONS OR DWELLING AU N AOMANCE WITH THE REPARS 1O NOT EXPOSE THE STRUCTURE UNLESS TREE IS AN ATTIC, CRAWL MAENUFACHURIR'S RECIRMENDATION& WHERE A SPACE OR BASMT AVAILABLE FOR ACCESS SMME ALARMS ARE TO BE FUEL BUKNG APPLIANCE IS LOCA10 WTHIN A 50 S 50 CFM MR EXHAUST FAN - VENT TO IE T RIR. POWEREID BY THE BUIL.ONG WIRHNG WITH BATTERY BAGS. BATTERY POWER IS BEDM OR ITS ATTACHED BATHROOM, A ALLOWED IN BUILOGS TSTHOUT COMMERCIAL POWER OR 90 INSTALLED PER CAFM MONONDESHALL BE INSTALLED R314.2.2. SMOKE DETECTORS SHAL BE INSTALLED NOT LESS THAN 3 FT WITHINM HORIZONTALLY FROM THE LEI OR OPENING OF A BATH THAT CONTAINS AR SMALL RECM THEIR Y POWER A TUB OR SHM R314. TOIIZA11ON SM ALARHAS 9IALL NOT BE FROM THE BUUM WIRING VO BATTERY IINSTALL.ED LESS THAN 20 FT HORIZONTALLY FROM A FMMMTLY DSTALLED BAG MAY BE COOKING APPLIANCE IOLIZATIGN4 SIM ALARMS MTN AN -S LENCING BATTERY POWM N MUM WITHOUT SWITCH SHALL NOT BE INSTALLED LESS THAN 10 FT HGRLZOINTALLY FROM A COM11EIRCIAL POOR OR WHEN INSTALLED PEIMENTLY INSMLI D OOOKING APPLIANCE PHOTO ELECTRIC SMOKE ALARM SHALL NOT BE INSTALLED LESS THM 6 FT HORRONTALLY FROM A DURIG AL10AM REPAIRS AND AMTIONS PERMANENTLY INSTALLED CNMG APPLIANCE. R314 PER R3152.2. ; , O S P 2 0 2017 ~m � m N MN ca 'co a, g � V M Ncr3 CL U i3 cr m m LL- U Ir �Z �Q LLJ 0 �z J W 4 O U �z ©Lu m� J n w o� An'-e U P P E R FLOOR PLAN ALL HEADERS ARE HF#2 U.N.C. 0 � R 4 APRON �DNEV �P NL 0 TPA 72 SCALE: = 1'-I} (2)2x6 ALTERATIt % REPAIRS OR ANIONS REQU RM A PERMIT OCCUR, OR 1211 SQ. FT. UPPER LIVING ONE OR MORE LNG UNITS ARE ADDED OR WATER IN EXIS'RNG DKILUINGS. WORK INVOLVING THE EXTERIOR SIRFACES OF THE DM= AND INSTALLATION, ALTERATION OR REPAIRS OF PLUkMG, ELECTRICAL OR MECHANICAL SYSTEMS ARE ITT FROM THE REQUMOTS OF THIS SECTION. SMOKE ALARMS TO BE iNTERCOMECTED EXCEPT MEE ALTERATIONS OR REPAIRS DO NOT ESE THE STRUCTURE UNLESS IRM IS AN ATTIC, CRAW. SPACE OR BASEMENT AVAILABLE FOR Accm SMOKE ALARMS ARE TO BE POMG BY THE BUILDING 11MG WTH BATTERY BACKUP. BATTERY POWER IS ALL018 IN BUILDINGS VAMM COINRCIAL POOR OR 90 INSTALLED PER R314.22 SMOKE DETECTORS SiAL BE INSTALLED NOT LESS THAN 3 FT HO NZONTALLY FROM THE DOOR OR MING OF A BATHROOMI THAT CONTAINS A TUB OR SHOWL R314. IONIZATION WK ALARMS' MALL NOT BE INSTALL® LESS THAN 20 FT HORIZONTALLY FROM A POKMILY DETAILED COOKING APPLIANCE. IONIZATION SMOG ALARMS WITH AN -SILENCING SWTCH SHALL NOT BE INSTALLED LESS THAN 10 FT HORIZONTALLY FROM A PERMANENTLY INSTALLED COOKING APPLIANCE PHOTO ELECTRIC SMOKE ALARMS- MALL NOT BE INSTALLED LESS THAN 6 FT HORIZONTALLY FROM A PERIdMENTLY INSTAM COMNO APPLIANCE. R314. GENERAL NOTES FOR WINDOWS VATH OPERABLE OPENINGS MORE THAN 72" ABOVE THE FINISHED GRADE OR SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING SHALL BE 24" MINIMUM ABOVE THE FLOOR. EXCEPTIONS: FULLY OPEN WINDOWS WHERE A 4° SPHERE MAY NOT PASS THROUGH OR WHERE FALL PREVENTION DEVICES ARE PROVIDED PER ASTM F 2090 OR R312.2.2, PROVIDE SAFETY GLASS PER IRC R308. SKYLIGHTS TO BE DOUBLE PANEL, SHATTER RESISTANT APPROVED RIGID PLASTIC, LAMINATED SAFETY GLASS, FUMY TEMPERED GLASS, HEAT -STRENGTHENED GLASS, OR FIRED GLASS. PROVIDE 4® MINIMUM CURB (OR SELF FLASHING ASSEMBLY VATH 3.12 MINIMUM PITCH OR PER MANUFACTURER INSTRUCTIONS). HOSE BIBBS TO BE BACKFLOW PREVENTION AND FREEZE RESISTANT TYPE. AUC ACCESS PER R807.1 1 2fxJT MINIMUM ROUGH FRAMED SING LOCATED IN A HALLWAY CH OTHER READILY AOCESSRJE LOCATION. INSULATE AND VFATHERMP DOOR. 12" HEQT INSTIA11ON DAM. 30P MINNUM CLEAR HEADROOM. JO G COI+ITI OUS WWTION C010NATM SPOT AND VMM Him ym EXHAUSTAMED. � METHOD H IRC ME�AII OTES ON MECHANICAL SHEET FOR SIZING FORMULA, REQUIFSEENTS OPTIOn WHM HOUSE FAN: LABEL MALL BE AFFIXED TO THE CONTROL THAT READS NICE HOUSE VE aLAilON (SEE OPERATING 1NSTRUCTIOM)W 2015 RC M 1507.3.2 ■, n � t cue i 00 � rZ cp mm m ROOF FRAMING PLAN ,� ALL HEADERS ARE (2)2x6 HF#2 U.N.O. ROOFING MATERIAL: • COMPOSITION ROOF: 0/ NONPERFD. TYPE 15 FELT NAIL w/ (4) GALV. FASTN'R PER EA PIECE 0/ 1 /2' CDX PLYWD SHTG. OR EQUIV. w/ 1 /2' CCX ® O/HANGS. ® ROOF SHTG. TO BE NAILED w/ 8d ® 6' OC EDGES & 12' OC FIELD - UNBLKD. GENERAL NOTES FOR WINDOWS INITH OPERABLE OPENINGS MORE THAN 72' ABOVE THE FINISHED GRADE OR SURFACE BELOW, THE LOVEST PART OF THE GEAR OPENING SHALL BE 24' MINIMUM ABOVE THE FLOOR. EXCEPTIONS: FULLY OPEN WINDOWS WHERE A 4° SPHERE MAY NOT PASS THROUGH OR WHERE FALL PREVENTION DEVICES ARE PROVIDED PER ASTM F 2090 OR R312.2.2. PROVIDE SAFETY GLASS PER IRC 11308. SKYLIGHTS TO BE DOUBLE PANEL, SHATTER RESISTANT APPROVED RIGID PLASTIC, LAMINATED SAFETY GLASS, FULLY TEMPERED GLASS, HEAT --STRENGTHENED GLASS, OR WIRED GLASS. PROVIDE 4' MINIMUM CURB (OR SELF FLASHING ASSEMBLY WITH 3.12 MINIMUM PITCH OR PER MANUFACTURER INSTRUCTIONS). HOSE BIBBS TO BE BACKFLOW PREVENTION AND FREEZE RESISTANT TYPE. ATTIC ACCESS PER EM-1 2fxW MINNUM 00 FRAM® OPM LOCATED IN A HALLWAY OR OTHER READILY ACCESSIBLE LOCATION. IM ATE AND WEATHERSTRIP DOOR. It HOGHT I ILA11ON DAM. 30° MINIMUM CLEAR HEADM STICK FILL OVER TRUSSES Vil 20 HF#2 RAFTERS 0 24o.c. 4' MAX. SPAN. POST DOWN 0 4'o.c. TO TRUSSES BELOW. STAGGER POSTS OF ADJACENT RAFTERS TO ALT. TRUSSES. ROOF & ATTIC VENTILATION ALL VENTS TO BE SCREENED w/ Y' CORROSION RESISTANT METAL MESH. (3) 2'0 HOLES PER VENT BLOCK = 7.0 Sit. IN. NET AREA (74%). LOCATE VENT BLOCKS AT CORNERS & EVENLY BETWEEN FOR ATTICS. INSTALL VENT BLOCK EA. RAFTER SPACE FOR CATHEDRAL ROOFS. THE MINIMUM NET FREE VENTILATING AREA SHALL BE 1/150 OF THE AREA OF THE ANTED SPACE. EXCEPTION: THE MINIMUM NET FREE VENTILATION AREA SHALL BE 1/300 OF THE VENTED SPACE PROVIDED THE FOLLOWING CONDITION 1S MET: AT LEAST 40% AND NOT MORE THAN 50% OF THE REQUIRED V BQLATING AREA IS PROVIDED BY VENTILATORS LOCATED IN THE UPPER PORTION OF THE ATTIC OR RAFTER SPACE. UPPER VENTILATORS SHALL BE LOCATED NO MORE THAN 3 FEET BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE, MEASURED VERTICALLY, V9TH THE BALANCE OF THE REQUIRED VENTILATION PROVIDED BY EAVE OR CORNICE VENTS. WHERE THE LOCATION CE WALL OR ROOF FRAMING MEMBERS CONFLICTS WITH THE INSTALLATION OF UPPER V1EN'1LATORS, INSTALLATION MORE THAN 3 FEET BROW THE RIDGE OR HIGHEST POINT OF THE SPACE SHALL BE PERMITTED. EAVE BAFFLES: FOR AIR PERMEABLE INSULATIONS IN VENTED ATTICS, A BAFFLE SHALL BE INSTALLED ADJACENT TO SOFFIT AND EAVE VENTS. BAFFLES SHALL MAINTAIN AN OPENING EQUAL OR GREATER THAN THE SIZE OF THE VENTT, THE BAFFLE MALL EXTEND OVER THE TOP OF THE ATTIC INSULATION. THE BAFFLE SHALL BE PERMITTED TO BE ANY SOLID MATERIAL. WSEC.R402.2.3 MAIN ATTIC AREA = 832 SF 832 : 300 = 2.77 SF VENTILATION REQ'D LOWER PART OF ATTIC INSTALL 28 VENT BLOCKS* 0 .0492 SF NET EA. = 1.38 SF NET UPPER PART OF ATTIC INSTALL 4 AF50 ROOF VENTS @ .347 SF NET EA. = 1.39 SF NET TOTAL VENTING PROVIDED: Z77 SF oM: .11l, AREA = 448 SF 448 _ 300 = 1.49 SF VENTILATION REQ'D LOWER PART OF ATTIC: INSTALL 18 VENT BLOCKS* 0.0492 SF NET EA. _ 0.89 SF NET UPPER PART OF ATTIC: INSTALL 2 AF50 ROOF VENTS O.347 SF NET EA. = 0.69 SF NET TOTAL VENTING PROVIDO: 1.58 SF RAFTERS 0 STAIR (EACH BAY AREA = 28 SF 28 : 150 = 0.19 SF VI NTILA11ON REQ'D LOVER PART OF ATTIC: INSTALL 1 VENT BLOCK" @ .0928 SF NET EA= 0.09 SF NET UPPER PART OF ATTIC: INSTALL 1 VENT BLOCK* 0 .0928 SF NET EA= 0.09 SF NET TOTAL VENTING PROVIDED: 0.19 SF VENT BLOCK* = (3) 2X°0 HOLES EACH RAFTERS 0 BED #2 (EACH BAY AREA = 30 SF 30 W 150 = .20 SF VENTILATION RE01) LOWER PART OF ATTIC: INSTALL I VENT BLOCK* 0.0928 SF NET EA= 0.09 SF NET UPPER PART OF ATTIC: INSTALL 1 VENT BLOCK* @ .0928 SF NET EA= 0.09 SFNET TOTAL VENTING PROVIDED: 0.19 SF VENT BLOCK* = (3) W0 HOLES EACH RAFTERS 0 REC ROOM (EACH BAY AREA = 34 SF 34 : 150 = 0.23 SF VENTILATION REQ'D LOWER PART OF ATTIC: INSTALL 1 VENT BLOCK"* 0 .1296 SF NET EA= 0.13 SF MET UPPER PART OF ATTIC: INSTALL. I VENT BLOCK"* 0 .1296 SF NET EA= 0.13 SF NET TOTAL VENTING PROVIDED: 0.26 SF VENT BLOCK*" = (3) 31+ 0 HOLES EACH U H m R4. Z CG ¢8 CDZo z: � 4 m� c Egg o Lij a. ,r,p� r' W n_ n I t ao cv a m o m LLI LLJ L- O rY 0 �o wLj � ® Mul -'9 <Lu E t""t C-4_ OLd m � m 0 CLw 12 0 2017 CONTRACTOR SHALL VERIFY ALL SITE CONDITIONS & BUILDING DIMENSIONS, & MALL REPORT ANY VARIATIONS TO THE DESIGdER FOR RESOLUTION PRIOR TO CONSTRUCTION. WRITTEN DIMENSIONS SMALL TAKE PRECEDENCE OVER SCALED. OODES: 2015 INTERNATIONAL RESDENTIAL CODE (IRC), 2015 WASiINGTOI STATE ENERGY CODE {IBC), 2015 UNIFORM PLUMBING CODE (UPC), 2015 INTERNATIONAL MECHANICAL CODE (IMC), AND ALL OTHER APPLICABLE CODES. STRUCTURAL_ SEISMIC ZONE Dl/D2 PER FIG. R301.2(2) & ENGINEERING WIND (EXP. B) BASIC SPEED: 85 MPH PER FIG. R301.2(4) COMPONENT/CLADDING LOADS /TABLE R301.2(2) TABLE R301.5 MINIMUM UNIFORMLY DISTRIBUTEED LIVE LOADS Lwmg _UVE DEAD TOTAL. ROOF ((MOUND SNOW) 25 PSF 10 PSF 35 PSF UNINHABITABLE ATTICS -- NO STORAGE 10 PSF 10 PSF 20 PSF UNINHABITABLE ATTICS - LIMITED STORAGE 20 PSF 10 PSIF 30 PSF HABITABLE ATTICS & ATTICS w/ FIXED STAIRS 30 PSF 10 PSF 40 PSF BALCONIES (EXTERN) AND DECKS 60 PSF 10 PSF 70 PSF FIRE ESCAPES 40 PSF GUARDRAILS/HANDRAILS 200 LBS AT TOP ANY DIRECTION GUARDRAILS IN --FILL 50 LBS APPLIED TO 1 SQ. FT. PASSENGER VEHICHLE GARAGES 50 PSF IF ELEVATED 2,000 LB PT. ROOMS OTHER THAN SLEEPING ROOMS 40 PSF 10 PSF 50 PSF SLEEPING ROOMS 30 PSF 10 PSF 40 PSF STAIRS 40 PSF 10 PSF 50 PSF OR 300 LB PT. LOAD ON 4 SQ.1N. ALL BEAMS, GIRDERS, HEADERS, RAFTERS, & JOISTS TO BE HEM FIR NO. 2 OR BETTER AS N07M ON PLANS. GLUED LAMINATED TIMBERS SHALL BE MANUFACTURED & IDENTIFIED AS REQUIRED IN AITC A190.1 & ASTM D3737. PLYWOOD INDEX: CD. ROOF & SUBFLO OR SHEATHING PER TABLE R503 2.1.1(1). WALL SHEATHING PER TABLE R602.3(3) & R602.3(4). SHEATHING FASTENERS PER TABLES R602.3(l) & (2). STRUCTURAL. MEMBER FASTENERS PER TABLE R602.3(1). WOOD IN CONTACT NTH CONCRETE, NEAR GROUND, OR WOOD EXPOSED TO WEATHER TO BE PRESSURE TREATED OR NATURALLY DURABLE WOOD PER R317. RI:BAR_ TO BED ,000 _PSI - GRME_60 ASTM A706. WAU IBM SHALL BE PLACED NO CLOSER TO THE OUTSIDE FACE THAN )i THE WALL THICKNESS. REBAR COVER PER ACf 31& FOOTINGS TO BEAR ON 16M PSF MINIMUM UNDISTURBED SOIL CONCRETE TO BE MINIMUM F'c = 2500 PS 0 28 DAYS (3,= PS FOR GARAGE/CARPORT SLABS, EXTERIOR PATIO SLABS ON GRADE, & WEATHER EXPOSED BASEMENT, FOUNDATION MALLS, PORCHES, AND SUITS W/ 5%--7% AIR ENTRAINMENT). MINIMUM DESIGN EQUIV. FLUID PRESSURE = 35 PCF OR PER SOILS ANALYSIS, USP STRUCTURAL CONNECTORS OF EQUIVALENT STRENGTH MAY BE SUBSTITUTED FOR SIMPSON HOLDOYMS, STRAPS, AND CONNECTORS (D ENTRY STAIR DETAIL SOLE: %"_ l'-0" b FACE NAIL Y4' P.W. TO DBL. JSTS. SIMPSON LSC TO STRINGER. 2x BLK'G BEHIND FIREBLOCK ADJACENT WALLS PER IRC R602.8 1Y" - 2"0 CONTIN. FULL LENGTH HANDRAIL WITH IV MIN. SPACE TO WALL. RETURN ENDS TO WALL OR TERMINATE AT POST. HANDRAIL TO SUPPORT 200 LB. LOAD APPLIED IN ANY DIRECTION. 2x TREADS & lx RISERS 202 STRINGERS 0 16' O.C. MAX /4' MINIMUM & 1Y" MAXIMUM NOSING STD. 36" N WALL OPT. OPEN RAIL SPACE PICKETS SO 4%" SPHERE MAY NOT PASS 60 x¢ r 00 m oD I WIDTH OF LANDINGS SHALL NOT BE LESS THAN THE STAIRWAY SERVED. LENGTH SHALL BE 36" MINIMUM IN THE F= DIRECTION OF TRAVEL.. 6" SPHERE MAY NOT PASS THRU TRIANGLE FACE NAIL %" P.W. TO DBL JOISTS. A35 TO STRINGER. 2x BLKG. BEHIND. FIREPROTECT ENCLOSED • UNDER STAIR WALLS & 6 SOFFITS W/ W GW13 bi STAIR DETAIL SCALE: W _ -0' PLYWOOD PER PLAN w/ 10d 0 6' o/c AT EDGE FRAMING PER PLAN SIMPSON A35 0 16' o/c 2x6 PRESS. TRTD. SILL PLATE w/ 5/8"OAV A.B. 0 le o/c -r = Ei DAMPPROOF OITSOE 1V MIN IL SURFACE w/ ASPHALT 2V MAX EMULSION OR EQU1V. CLR i 8" CONC. WALL w/ (2)-#4 TOP II #4V 0 10o/c I` NTH 0 10" o/c a, THERMAL PBREAK JI IL p. R R / ii x24 ®12 o C 4" CON!. SLAB w/ II CONC. FTG 6x6 W1.4xW1.4 WiWiF II j) w/ (3)- CONT. OR 3 0 12" o/c E.W. II 4.0 FTG DRAIN IN I`I! III GRAVEL POCKET IL = w 8" y` BEARING SOIL PREFAB. ENGINEERED ROOF TRUSSES 0 24" O.C. (U.N.O.) ROOFING PER PLAN MND BAFFLE W/ 1" MIN. AIR SPACE 12 SIMPSON H2.5A OR H1 EACH TRUSS TO TOP PLATES SEE m m PLAN 2x SCRND. VENT BLK. R-49 INSULATION 8d GALV. 0 6' O.C. - (DIAPH. TO TOPPLS.) ' 9" GWB OR SAG RESISTANT fit' GWB 2-2x6 TOP PLATES LAP SPLICES 48" HEADER PER PLAN. USE 2" _/ FOAM BOARD W/ 4x HEADER 3¢" G.W.B. R-21 fNSUL 2x6 STUDS 0 16' O.C. -XV APA T&G OSB OR PLYWO. CD INT. W/ EXT. CLUE. NAIL W/ 10d 0 6' O.C. EDGES & SOLID BLKG. & 0 10" O.C. IN FIELD FLOOR JSTS PER PLAN :caM 2-2x4 TOP PLATES LAP SPLICES 48' HDR. PER PLAN SEE FLOOR PLAN FOR FIRE PROTECTION 2x4 STUDS 0 16' Q.C. V_ !;LITTER PER PLAN f TYPICAL FASCIA SIDING PER ELEVATION 0/ TYPE 15 FELT OR WATERPROOF BUILDING PAPER 2x6 BASE PL W/ 16d ® 16" O.C. TO JST & 2-16d EA STUD 2x RIM JOIST W/ 3-16d EACH JOIST 8d GALV. 0 6' O.C. (DIAPH. TO TOP PL) 9" T-1-11 PLYWD OR )" CDX PLYWOOD SHTG OR 3(a O.S.B. NAIL 8d 6" O.C. EDGE, 12" O.C. FIELD OR PER ENGINEER'S S.W. SCHEDULE. 20 BASE PL W/ 20 PRESS. TRTD. SILL PLATE W/ 2-16d EA STUD )"O A.B. 0 48' O.C. OR PER PLAN & BETWEEN 4' & 12' OF 4" CONC. SLAB ON SAND SILL ENDS. EMBED 7' MINIMUM. FILL & TAMP AS READ. 7 INSTALL 3x3x' PLATE WASHERS. FINISHED GRADE SLOPED FOR -216- MIN. FALL WITHIN 10' OR it PROVIDE SWAL.E OR DRAIN. TWO STORY SECTION LI\ANG 0/ GARAGE SCALE: W„_ V --0„ 2x BLK'G 0 16"o c FOR J IIIr- (3) JST SPA w/ 10d 0 4'o/c TO PLYWOOD TOP CONNECTION @ PARALLEL JOISTS 16' o/c 24 TOP CONNECTION BY SLAB GENERAL NOTES: 33 PCF EQUIVALENT FLUID PRESSURE 1500 PSF SOIL BEARING PRESSURE 50 PSF SURCHARGE 5 SACK CEMENT PER CUBIC YARD 2500 PSI MINIMUM COMPRESSIVE STRENGTH MAXIMUM 6 GALLONS WATER PER SACK GRADE 60 STEEL FOR #5 & LARGER GRADE 40 STEEL FOR #4 & SMALLER BACKFILL WIT POUROUS MATERIAL: DO NOT CREATE AN UNEQUAL BACKFILL UNTIL FOOTING BAC KFILL IS COMPACTED IN PLACE TYPICAL RESTRAINED FND WALL WHERE APPLICABLE SCALE: N.T.S. JOISTS FRAMING FROM OPPOSITE SIDES OVER A BEARING SUPPORT SHALL LAP A MINIMUM OF 3 INCHES AND SHALL BE NAILED TOGETHER VATH PREAB. ENGINEERED ROOF TRUSSES 0 24' O.C. (U.N.O.) ROOFING PER PLAN WIND BAFFLE W/ 1" MIN. AIR SPACE SIMPSON H2.5A OR HI EACH 12 TRUSS TO TOP PLATES N 31 SEE m PLAN 2x SCREENED VENT BLOCK R--49 INSULATION 8d GALV. @ 6' O.C. (DIAPH. TO TOP PLS.) GWB OR SAGAV RESISTANT V GWB I f 2-2x6 TOP PLATES PER PLAN ��� TYPICAL FASCIA LAP SPLICES 48' HEADER PER PLAN. USE 2" FOAL BOARD W/ 4x HEADER G.W.B. SIDING PER ELEVATION 0/ R-21 INSUL TYPE 15 FELT OR i WATERPROOF BUILDING PAPER 2x6 STUDS ® 16' O.C. Y APA T&G OSB OR PLYWD. CD i 2x6 BAST: PL W/ 16d @ 16' O.C. INT. WW/ EXT. GLUE. NAIL W/ TO JST & 2-16d EA STUD 10d G 6" O.C. EDGES & SOLID 2x RIM JOIST WV/ 3-16d BLKG. & 10" O.G. IN FIELD EACH JOIST SOLID BLKG. FLOOR JSTS PER PLAN 0 SUPPORTS JT G.W.B.- 2-2x6 TOP PLATES LAP SPLICES 48" HEADER PER PLAN. USE 2" FOAM BOARD W/ 4x HEADER9f T-1-11 PLYWD OR )f CDX G.W.B. PLYWOOD SHTG OR X6" O.S.B. NAIL 8d 6" O.C. EDGE, 123 R-21 INSUL O.C. FIELD OR PER ENGINEER'S S.W. SCHEDULE. i 2x6 STUDS 0 16" O.C. 2x6 BASE PL W/ 16d @ 16' O.C. 1 TO JST & 2-16d EA STUD APA T&G OSB OR PLYWD. CD 2x RIM JOIST W/ 3-16d INT. WW/ EXT. GLUE. MAIL W/ _� EACH .JOIST 10d 0 6' O.C. EDGES & SOLID € 2x4 PRESS. TRTD. SILL PLATE W/ BL1CG. & 01D" O.C. IN FIXED )FO A.B. 0 48' O.C. OR PER PLAN & BM' N. 4)' & 12" OF SILL ENDS. EMBED 7' MINIMUM. INSTALL 3044' SOUD BLKG. FLOOR JSTS PER PLAN SUPPORTS PLATE WASHERS. FINISHED GRADE SLOPED FOR o� 6" MIN. FALL WITHIN 10' OR 18' MIN. CLEARANCE STEM WALL &FIG. � PER PLAIN CONCRETE R -30 INSULATION MIN UNDER BEAMS FOUNDATION DETAIL a - - PROVIDE SWdALE OR DRAIN. �INSUL PLUMBING & MECH. ! ROOF DRAIN 4' TIGHTLINE FROM FTG. DRAIN T4X; INT. GRADE 6 MIL BLACK POLY BARRIER. 4}�° 6"SEPARATE LAP EDGES 12' MINIMUM 1,-3 4'6 PERF PIPE IN WASHED GRAVEL CONNECT TO TWO STORY SECTION APPROVED DISCHARGE WHERE APPLICABLE SCALE: V'=V-0" A MINIMUM THREE 10d FACE NAILS. SOLID 3/4" APA T&G OSB OR PLYWD. CD BLOCKING SHALL BE PROVIDED AS LATERAL INT. w/ EXT. GLUE. NAIL w/ 10d 0 RESTRAINT AT EACH INTERMEDIATE SUPPORT 6" O.C. EDGES & SOLID BUM & 0 TOE NAIL JOISTS AND BLOCKING TO BEAM w/ 10' Q.C, IN FIELD (3)Bd. FLOOR ,OUSTS IBEAM-COLUMN PER PLAN CONNECT 2x4 OR 2x6 TIES w/ 2-16d OR METAL CONNECTOR BEAMS & COLUMNS 0 BEAM & COLUMN PER FOUNDATION PLAN. TYPICAL EA SIDE CMUMN BASE UP 8' OR USE PRESSURE TREATED PROTECT COLUMN BASE -w/ TYPE 90 ROOFING CONCRETE FOOTING PER FOUNDATION PLAN COLUMN -FOOTING ANCHOR INTERIOR GRADE w/ MAS OR EQUIV. INT. BEARING SUPPORT WHERE APPLICABLE � SCALE: W = l'-T PROVIDE NO. 4 VERTICAL CONTINUOUS #4 HORIZ. BAR 6" BARS AT A SPACING NOT TO BE LOCATED 6' BELOW LMIN.L. EXCEEDING 48 INCHES. TOP OF WALL T IRC R404.1.4.2 `Q REBAR nv GRADE °n #4 BAR W/ 11 d 12d MINIMUM N 4'0 ROD' a HORIZONTAL 3' MIN. 0RAI1W* � EXTENSION 4"O PERF. o STO. HOOK FIG. DRAIN IN GRAVEL I� R405.1 2E 2" MIN. II� scs rig tin e IF FOOTING POURED SEPARATELY, (2) CONTIN.-4 HORIZ. PROVIDE #4 BAR 487 O.C. MAX. BAR 3"-4' FV6 BOT. WITH STD. HOOK. EXTEND TO 3' OF FTG. Cam• FROM BOT. OF FIG. NLA.TE l'-O" MIN. 1 STORY i'-3" MIN. 2 STORY FOR PROPER CONC. COVER. l'-11" MIN. 3 STORY *ROOF DRAIN TO BE SEPARATE FROM FOUNDATION DRAIN PLAIN CONC. FND. DETAIL SEISMIC ZONE V SCALE: )f = l'-O" g7 g �o LL_0(if Z �o uj CD 0 �- ~3 I� Ix Ld �of LAJ @L' w° CU 0 0� ® LA' LAj 0 _3 0 q�CL 2 od 0. : i � NIEDW;ri w, 9 I", a I �.f I P THE INTERIOR DESIGN TEMPERATURES USED FOR HEATING AND COOLING LOAD CALCULATIONS SHALL BE A MAXIMUM OF 727 �221%FOR HEATING AND MINIMUM OF 75TU24'C) FOR COOLING PER MIMI. THE HEATING OR 00" OU OOR DESIGN IWPERA7URES SHALL HE SELECTED FROM APPENDIX C PER R3012 WSEC. HEATING AND COOLJNG EQUIPMENT SHALL BE SIZED IN ACCORDANCE NTH ACCA MANUAL S BASED ON BUILDING LOADS CALCULATED IN ACCORDANCE NTH ACCA MANUAL J OR OTHER APPROVED HEATING AND COOLING CALCULATION METHODOLOGIES PER R403.7 WSEC, SYSTEMS SERVING MULTIPLE DWELLING UNITS SHALL COMPLY NTH SECTIONS C403 AND C404 OF THE JECC - EQUIPMENT AND APPLIANCES HAVING AN IGNITION SOURCE AND LOCATED IN A GARAGE SHALL BE MAIM SO THAT THE SOURCE OF IGNITION IS NOT LESS THAN 18 INCHES ABOVE THE FLOOR SURFACE PER IMC SECTION 3D4.3. POTABLE WATER HEATERS AND HOT WATER STORAGE TANKS SHALL BE LISTED AND LABELED AND FUEL BURNING EQUIPMENT LOCATED WITHIN THE BUILDING ENVELOPE TO BE PROVIDED WITH COMBUSTION AIR PER THE INTERNATIONAL FUEL GAS CODE QFGC). FUEL BURNING EQUIPMENT LOCATED OUTSIDE THE BUILDING ENVELOPE SHALL COMPLY WITH IMC 303.6. FUEL -FIRED FURNACE OR SERVICE WATER HEATER SHALL NOT BE LOCATED IN OR OBTAIN COMBUS11ON AIR FROM A BEDROOM BATHROOM TOILET ROOM OR CLOSET. EXCEPTIONS. 1. DIRECT VENT APPLIMCES THW? OBTAIN ALL dO&STION AIR DIRECTLY FROM THE OUTDOORS. Z SOLID FUEL -FIRED APPLIANCE&PROVIDED THAT THE ROOM IS NOT A CONFINED SPACE AND THE BUILDING IS NOT OF UNIUSUALLYT . T CONSTRUCTION. 3. APPLIANCES INSTALLED IN A DEDICATED ENCLOSURE IN MICH ALL COMBUSTION AIR IS TAKEN DIRECTLY FROM THE OUTDOORS PER MANUFACTURER'S SPECIFICATIONS LISTING SUCH LOCATIONS AS ACCEPTABLE. FURNACES SHALL BE INSTALLED PER IMC 306.1.1. FURNACES WITH A FIREBOX OPM TO THE ATMOS"ERE SHALL HAVE AT LEAST 6' WORKING SPACIE ALONG THE FRONT MMBMCN CHAMBER ME COMBUSTION AIR OPENINGS ALONG THE REAR OR SIDE OF THE COMPARTMENT PER IMC CHAPTER 7. WARM AIR FURNACES INSTALLED IN ATTICS OR CRAWL SPACES SH[ALL COMPLY WITH IMC SECTION 3013.3 AND 306.4 RESPECTIVELY. PROPANE GAS -BURNING APPLIANCES SHALL NOT BE INSTALLED IN A PIT BASEMENT OR SIMILAR LOCATION WHERE HEAVIER THAN AIR GAS MIGHT COLLECT. THE APPUANdE§ SHALL NOT BE INSTALLED IN AN ABDVE GIRADF, UNDER FLOOR SPACE OR BASEMENT, UNLESS SUCH LOCA,noN IS PROVIDED WITH AN APPROVED MEANS FOR REMOVAL OF UNBURNED GAS (APPROVAL MUST BE GRANTED BY THE BUILDING DEPARTMENT). CHMNEYS ANO WN EVERY APPLIANCE DESIGNED TO BE VENTED SHALL BE CONNECTED TO A VENTING SYM COMPLYING WITH CHAPTER 8 OF THE NTERNATIONAL MECHANICAL = (IMC). EVERY FACTORY BUILT CHWNEY, TYPE L VENT, TYPE B GAS VENT, OR TYPE BW GAS VENT SHALL BE INSTALLED PER ITS MANUFACTURER'S LISTING, INSTRUCTIONS, AND APPLICABLE PROVISIONS OF CHAPTER 8 IMC. GAS VENTS TO COMPLY WITH CHAPTER 5 OF THE INTERNATIONAL FUEL GAS CODE (IFGC). GAS VENTS SHALL TERMINATE IN ACCORDANCE WITH ONE OF THE FOLLOWING. GAS VENTS WITH AN INTERNAL DIAMETER OF 120 OR LESS AND ARE LOCATED NOT LESS THAN 8' FROM A VERTICAL WALL OR SIMILAR OBSTRUCTION SHALL TERMINATE ABOVE THE ROOF IN ACCORDANCE NTH IFGC FIGURE 503.6.4. AS PROVIDED FOR DIRECT -VENT SYMS IN lFGC SECTION 503.2.3. AS PROVIDED FOR APPLIANCES WITH INTEGRAL VENTS IN IFGC SECTION 503.14. AS PROVIDED FOR MECHANICAL DRAFT SYSTEMS IN FGC SECTION 5US.3. AS PROVIDED FOR VENTILATING HOODS AND EXHAUST SYSTEMS PER IIFGC 503.3.4. MINIMUM HEIGHT PER IFGC 503.6.5. A TYPE 0 OR L GAS VENT SHALL TERMINATE AT LEAST 5 FEET IN VERTICAL HEIGHT ABOVE THE HIGHEST CONNECTED APPLIANCE DRAFT HOOD OR FLUE COUAR. A TYPE B-W GAS VENT SHALL TERMINATE AT LEAST 12 FEET IN VERTICAL HEIGHT ABOVE THE BOTTOM OF THE WALL FURNACE. TYPE L VENTING SYS79AS SHALL TERMINATE NOT LESS THAN 2 FEET ABOW THE ROOF THROUGH WHICH IT PA= NOR LESS THAN 2 FEET ABOVE ANY ANY PORTION OF THE BUILDING WITHIN 10'-Cr PER SECTION 802.5 IMC. VENT CONNECTORS SHALL BE USED TO CONNECT APPLIANCES TO THE VERTICAL CHIMNEY OR VENT PER IMC 803, EXCEPT WHERE THE CHIMNEY OR VENT IS ATTACHED DIRECTLY TO THE APPLIANCE. CONNECTORS SHALL BE LOCATED ENTIRELY VATHIN THE ROM IN WHO THE APPLIANCE IS LOCATED, EXCEPT AS PROVIDED FOR IN SECTION 803.10.4. WHERE PASSING THROUGH AN UNHEATED SPACE, A CONNECTOR SHALL NOT BE CONSTRUCTED OF SINGLE -WALL PIPE THE CONNECTOR SHALL NOT BE SMALLER THAN THE SIZE OF THE FLUE COLLAR SUPPLIED BY THE MANUFACTURER OF THE APPLIANCE. CONNECTORS SHALL RISE VERTICALLY TO THE CHIMNEY OR VENT WITH A MJNIMUM PITCH EQUAL TO ONE-FOURTH UNIT VERTICAL IN 12 UNITS HORIZONTAL (2% SLOPE). CONNECTORS SHALL HAVE A MINIMUM UMN40E TO COMBUSTIBLES IN ACCORDANCE NTH NZ TABLE 803.10.6. DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WAILS OR CEILING SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF NO. 26 GAUGE MINIMUM SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL NOT HAVE OPENINGS INTO THE GARAGE. IRC SECTION M15Dl.1 OUTDOOR DISCHARGE. THE AIR REMOVED BY EVERY MECHANICAL SYSTEM SHALL BE DISCHARGM TO THE OUTDOORS IN ACCORDANCE WITH SECTION MM6.2. AIR SHALL NOT BE WXHAUSTED INTO AN ATTIC. S(ATIT, RIDGE VENT OR CRAWL SPACE. EXCEPTION: WHOLE -HOUSE VENTILATION -TYPE ATTIC FANS THAT DISCHARGE INTO THE ATTIC SPACE OF WILLING UNITS HAVING PRIVATE ATTICS SHALL BE PERMITTED. IRC SECTION M1502 CLOTHES DRYER EXHAUST RC M15OZI GENERAL CLOTHES DRYERS SHALL BE EXHAUSTED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTION& IRC 1502.2 INDERENDENTENT E]XHAUST SYSTEMS. DRYER EXHAUST SYSTEMS SHALL BE INDEPENDENT OF ALL OTHER SYSTEMS AND SHALL CONVEY THE MOISTU,j TO THE OUTDOOR& THIS SECTION SHALL NOT APPLY TO LISTED AND LABELED CONDENSING (DUCTLESS CLOTHES DRYERS. IRC M1507-3 DUCT TERMINATION. EXHAUST DUCTS SHALL TERMINATE ON THE OUTSIDE OF THE BUILDING. EXHAUST DUCT TERMINATIONS SHALL BE IN ACCORDANCE WITH THE DRYER MANUFACTURER'S INSTALLA11ON INSTRUCTION& IF THE MANUFACTURER'S INSTRUCTIONS DO NOT SPECIFY A TERMINATION LOCATION THE EXHAUST DUCT SHALL TERMINATE NOT LESS THAN 3 FEET IN MY DIRECTION FROM OPENINGS INTb BUILDINGS. EXHAUST DUCT TERMINATIONS SHALL BE EQUIPPED NTH A BACKDRAFIF DAMPER. SCRnS SHALL NOT BE INSTALLED AT THE DUCT TERMINATION. IRC M1502.4.1 MATERIAL AND SIZE. DRYER EXHAUST DUCTS SHALL HAVE A SMOOTH INTERIOR FINISH AND SHALL BE CONSTRUCTED OF METAL A MINIMUM 0.0157-INCH THICK (#28 GA� THE EXHAUST DUCT SIZE SHALL BE 4 INCHES NOMINAL IN DIAMETER. M1502.4.2 DUCT INSTALLATION, EXHAUST DUCTS SHALL BE SUPPORTED AT INTERVALS NOT TO EXCEED 12 FEET AND SHALL BE SECURED IN PLACE THE INSERT END OF THE DUCT SHALL IEXTEND NTO THE ADJOINING DUCT OR RUNG IN THE DIRECTION OF AIRFLOW. EXHAUST DUCT JOINTS SHALL BE SEALED IN ACCOIRDANCE WITH SECTION M16DI.4.1 AND SHALL BE MECHANICALLY FASTEN . DUCTS SHALL NOT BE THAN 1? JOINED WITH SUM OR SIMILAR FASTENERS THAT PROTRUDE MORE 8 INCH INTO THE INSIDE OF THE DUCT. IIRC M1502.4.3 TRANSITION DUCT. TRANSITION DUCTS USIED TO CONNECT THE DRYER TO THE EXHAUST DUCT SYSTEM SHALL BE A SINGLE LENGTH THAT IS LISTED AND LABELED IN ACCORDANCE WITH UL 2158A. TRANSITION DUCTS SHALL BE A MAXIMUM OF 8 FEET IN LENGTH. TRANSITION DUCTS %W1 NOT BE 0ONCEAM %THIN CONSTRUCTION. M1502.4.4 DRYER EXHAUST DUCT POWER VENTILATORS. DOMESTIC DRYER EXHAUST DUCT POW VENTILATORS SHALL CONFORM TO UL 705 FOR USE IN DRYER EXHAUST DUCT SYSTEMS THE DRYER EXHAUST DUCT POWER VENTILATOR SHALL BE INSTALLED IN ACCORDANSE WITH THE MANUFACTURER'S INSTRUCTIONS. M1502-4.5 DUCT LENGTH. THE MAXIMUM ALLOWA13LE EXHAUST DUCT LENGTHSHALL BE DETERMINED BY ONE OGF THE METHODS SPECIFIED IN SECTIONS M15OZ4.5.1 THROUGH M1502.4.6.3. M1502.4.5.1 SPECIFIED LENGTH. THE MAXIMUM LENGTH OF THE EXHAUST DUCT SHALL BE 35 FEET FROM THE CONNECTION TO THE TRANSITION DUCT FROM THE DRYER 10 THE OUTLET TERMINAL WHERE FITTINGS ARE USED, THE MAXIMUM LENGTH OF THE EXHAUST DUCT SHALL BE REDUCED IN ACCORDANCE WITH TABLE M15014.5.1. THE MAXIMUM LENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE TRANSITION DUCT. IRC M1 502.t5l DRYFR FYHAUqT rAJCT RTnNC FOIJIVAI FNT I FNrTI4 - DRYER EXHAUST DUcTnT11NG TYPE EQUIVALENT LENGTH - - 4" RADIUS MITERED 45-DEGFIEE ELBOW 2'-V - e RADIUS MITERED 90-DEGREE ELBOW 51-cr V RADIUS W011­1 45-DEOR ELBOW f-If 6* RADIUS SMOOTH 90-DEGREE ELBOW . V-90 - 8' RADIUS SMOOTH 45-DECREE ELBOW - f-or r RADIUS SMOOTH 9D-DEGREE RBOW - i'--r - - - 10O RADIUS SMOOTH 45-DEGREE ELBOW - .90 - 10' RADIUS SMOOTH 90-DERE ELBOW V-6- 1 FOR SI: I INCH - 25.4 MM, I FOOT zz 304.8 MM, I DEGREE = 0.0175 RAD. M1502.4.5.2 MMUFACTURER'S INSTRUCTIONS THE SZE AND MAXIMUM LENGTH OF THE EXHAUST DUCT SHALL BE DETERMINED BY THE DRYER MANUFACTURER'S INSTALLATION INSTRUCTION& THE CODE OFFICIAL SHALL BE PROVIDED IN A COPY OF THE MTALLAIION INSTRUCTIONS FOR THE MAKE AND MODEL OF THE DRYER AT THE CONCEALMENT INSPECTION. IN THE ABSENCE OF FITTING EQUIVALENT LENGTH CALCULATIONS FROM THE DRYER MANUFACTURER. TABLE M15OZ4.4.1 SHALL BE USED, M1502.4.5.3 DRYER EXHAUST DUCT POWER VWLATOR. THE MAXIMUM LENGTH OF THE EXHAUST DUCT SHALL BE DETERMINED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS FOR THE DUCT POWER VENTILATOR. M1502-4.5.3 DRYER EXHAUST DUCT POWER VWLATOR. THE MAXIMUM LENGTH OF THE EXHAUST DUCT SHALL BE DETERMINED IN AOMANCE NTH THE MANUFACTUREIR`S INSTRUCTIONS FOR THE DUCT POWER VENTILATOR. M115014.6 LENGTH IDENTIFICATION. WHERE THE EXHAUST DUCT EQUIVALENT LENGTH EXCEES 35 FEET, THE EQUIVALENT LENGTH OF THE EXHAUST DUCT SHALL BE IDENTIFIED ON A PERMANENT LABR OR TAG LOCATED WITHIN 6 FEET OF THE EXHAUST DUCT CONNECTION, M1502-4.7 EXHAUST DUCT REQUIRED. WHERE SPACE FOR A CLOTHES DRYER IS PROVIDED AN EXHAUST DUCT SYSTEM SHALL BE INSTALLED. MERE THE CLOM DRYER IS NOT INSTALLED AT THE TIME OF OCCUPANCY THE EXHAUST DUCT SHALL BE CAPPED OR PLUGGED IN THE SPACE IN WHICH IT ORIGINATES AND IDENTIFIED AND MARKED "FUTURE USE." EXCEPTION: MERE A LIM CONDENSING CLOTHES MYER IS INSTALLED PRIOR TO OCCUPANCY OF THE STRUCTURE. M115015 PROTECTION REQUIRED. PROTECTIVE SHIELD PLATES SHALL BE PLACED WHERE NAILS OR SCREWS FROM FINISH OR OTHER WORK ARE LIKELY TO PENETRATE THE CLOTHES DRYER EXHAUST DUCT, SHIELD PLATES SHALL BE PLACED ON THE FINISHED FACE OF FRANING MEMM WHERE THERE IS LESS THAN tY4 INCHES BETWEEN THE DUCT AND THE FINISHED FACE OF THE FRAMING MEMBER, PROTECTIVE SHIELD PLATES SHALL BE CONSTRUCTED OF STEEL, HAVE A MINIMUM THICKNESS OF 0.062 INCH AND SHALL NOT EXTIEND LESS THAV 2 INCHES ABOVE SOLE PLATES A14D B&OW TOP PLATM COPYRIGHT02016 DESIGN LINES, INC., ALL RIGHTS RESERVED. THE USE OF THIS SHEET IS EXCLUSIVELY FOR THE CLIENTS OF DESIGN LINES, INC. AND ONLY FOR TIHE PARTICULAR PROJECT FOR MICH THE PRINTS WERE ISSUED. USE OR REUSE OF THIS SHEET FOR MY OTHER PROJECT IS STRICTLY FORBIDDEN AND SUBJECT TO PENALTY OF LAW. JHM U2USE VENTILOON Eo IRC 1507 (W&vdINGTON AMIENDMEN M1507.1 GENERAL. LOCAL EXHAUST AND WHOLE -HOUSE MECHANICAL VENTILATION SYSTEMS AND EQUIPMENT SHALL BE DESIGNED IN ACCORDANCE WITH THIS SECTION. M1507.2 RECIRCULATION OF AIR. EXHAUST AIR FROM BATHROOMS AND 10LET ROOMS SHALL NOT BE RECIRCULATED VMIN A RESIDENCE OR TO MOTHER DWELLING UNIT AND SHALL BE EXHAUSTED DIRECTLY TO THE OUTDOORS EXHAUST AIR FROM BATHROOMS AND TOILET ROOMS SHALL NOT DISCHARGE INTO AN ATTIC. CRAWL SPACE OR OTHER AREAS OF THE BUILDING. M1507.3.1 SYSTEM DESIGN. EACH DWELLING UNIT OR GUESTROOM SHALL BE EQUIPPED WITH A VWLATION SYSTEM COMPLYING WITH SECTION M1507.3.4, M1507.15, M1507.3.6 OR M1507.3.7. COMPLIANCE IS AM PERMITTED TO BE DEMONSTRATED THROUGH COMPLIANCE WITH THE INTERNATIONAL MECHANICAL CODE OR ASHRAE STANDARD 61Z M1507.3.2 CONTROL AND OPERATION. 1. LOCATION OF CONTROLS. CONTROLS FOR ALL VMTILATION SYSTEMS SHALL BE READILY ACCESSIBLE BY THE OCCUPANT. I INSTRUCTIONS. OFIERAIING NSTRLICTIONS FOR WHOLE-HOUK VENTILATION SYMS SHALL 13E PROVIDED TO THE OCCUPANIT BY THE NSTALLER OF THE SYSTEM. 3. LOCAL EXHAUST SYSIEMS. LOCAL EXHAUST SYSTEMS SHALL BE CONTROLLED BY MANUAL SWITCHES, DEHUMIDISTATS, TIMERS, OR OTHER APPROVED MEANS 4. CONTINUOUS MOLE -HOUSE VENTILATION SYSIMS. CONTINUOUS MOLE -HOUSE VENTILATION SYSTEMS SHALL OPERATE CONTINUOUSLY. EXHAUST FANS, FORCED -AIR SYSTEM FANS, OR SUPPLY FANS SHALL BE EQUIPPED IMTH OFAN ONO AS OVERRIDE CONTRO1.55, CONTROLS SHALL BE CAPABLE OF OPERATING THE VENTILATION SYSTEM WITHOUT ENERGIZING OTHER EMUW-CONSUMING APPUMCM A LABEL SHALL BE AFRXED TO THE CONTROLS THAT READS "WHOLE HOUSE VENTILATION (SEE OPERATING INSTRUCTIONS)." 5� INTERMITTENT WHOLE -HOUSE VWLATION SYSTEM& INTERMITTENT MIGLE-HOUSE VENTILATION SYSTEMS SHALL COMPLY WITH THE FOLLOWING. 5.1. THEY 9iALL BE CAPABLE OF OPERATING INTERMITTENTLY AND CONTINUOUSLY 5.2- THEY SHALL HAVE CONTROLS CAPABLE OF OPERATING THE EXHAUST FANS, FORCED -AIR SYSTEM FANS, OR SUPPLY FMS WITHOUT ENERGIZING OTHER ENERGY -CONSUMING APPLIANCES. &3. THE VENTILATION RATE SHALL BE ADJUSTED ACCORDING TO IHE EXCEPTION IN SECTION 403,115.1. 5.4. THE SYSTEM SHALL BE DESIGNED SO THAT IT CAN OPERATE AUTOMATICALLY BASED ON THE TYPE OF CONTROL TIMER INSTALLED. 5.5. THE INTERMITTENT MECHANICAL VENTILATION SYSTEM SHALL OPERATE AT LEAST ONE HOUR MT OF EVERY FOUR. 5.& THE SYSTEM SHALL HAVE A MANUAL CONTROL AND AUTOMA11C CONTROL, SUCH AS A 24-HOUR CLOCK TIMER. 5.7. AT THE TIME OF FINAL INSPECTION, THE AUTOMATIC CON7M SHALL BE SET TO OPERATE THE WHOLE -HOUSE FAN ACCORDING M THE SCHEDULE USED M CALCULATE THE WHOLE -HOUSE FAN SIZING. 5.8. A LABEL SHALL BE AFFIXED TO THE CONTROL THAT READS *MCILE HOUSE VENTILATION (SEE OPERATING INSTRUCTIONS).0 M1507.3.2.1 OPERATING INSTRUCTIONS. INSTALLERS SHALL PROVIDE THE MANUFACTURER'S INSTALLATION, OPERATING INSTRUCTIONS, AND A WHOLE -HOUSE VDITILA11ON SYSTEM OPERATION DESCRIPTION. M1,507.3.2.11 OPERATING INSTRUCTIONS. INSTALLERS SHALL PROVIDE THE MMUFACTURER*S INSTALLATION. OPERATING INSTRUCTIONS, AND A WHOLE -HOUSE VENTILATION SYSTEM OPERATION DESCRIPTION. M1507.3.3 MECHANICAL VENTILATION RATE. THE WHOLE -HOUSE MECHANICAL VENTILA11ON SYSTEM SHALL PROVIDE OUTDOOR AIR TO EACH HABITABLE SPACE AT A CONTINUOUS RATE OF NOT LESS THAN THAT DETERMINED IN ACCORDANCE WITH TABLE M1507.3.3( EXCEPTION: THE WHOLE -HOUSE MECHANICAL VENTINGN SYSTEM IS PERMITTED TO OPERATE INTERMITTENTLY WHERE THE SYSTEM HAS CONTROLS THAT ENABLE OPERATION FOR NOT LESS THAN 25 PERCENT OF EACH 4-HOUR SEGMENT AND THE VENTILATION RAT PRESCRIBED IN TABLE M1507.3.3(l) IS MULTIPLIED BY THE FACTOR DETERMINED IN ACCORDANCE WITH TABLE M15073.3(2). DWELLING UNIT FLOOR AREA (SQ. Fr.) BEDROOMS 0-112-314-516-71 >7 AIRFLOW IN , CFM < 1500 30 45 1 60 75 90 1501-M 45 60 1 75 90 105, 3001-4500 60 75 90 105 120 4W-6000 75 : 90 105 120 135 - =-7500 - ..� �_ > 7501 135 i5o T6_5 TABLE IRC 141507.13(l) .. CONTINUOUS MOLE -HOUSE MECHANICAL VENTILATION SYSTEM AIRFLOW RATE REQUIREMENTS FOR 9: I SOL : 0.0929M . 1 CUBIC FOOT PER MINUTE = 0.00047190/s TABLE M1507.3.3(2) INTERMITTENT WHOLE-HOU5E MECHANICAL VENTILATION RAT RUN-TIME - PERCENTAGE IN EACH "OUR 25% 33% 50% 66% 759 100% SEGMENT FACTORG 4 3 2 1.5 1.3 11 - � FACTORSO a. FOR VMTILATION SYSTEM RUN 11ME VALUES BETWEEN THOSE GIVEN, THE FACTORS ARE PERMITTED TO BE DETEPMINED BY INTERPOLATION. b. EXTRAPOLATION BEYOND THE TABLE IS PROHIBITED. METHOD f, IRC M1507.3.4 WHOLE HOUSE VMLATION USING EXHAUST FAN& M1507.3. . MOLE -HOUSE VENTILATION FANS. EXHAUST FANS PROVIDING WHOLE HOUSE VENTILATION SHALL HAVE A FLOW RATING AT 0.25 INCHES WATER GAUGE AS SPECIFIED IN TABLE M1507.3.gl). MANUFACTURERS' FAN FLOW RATINGS SHALL BE DETERMINED ACCORDING TO HVI 916 OR AMCA 210. M1507.3.4.2 FAN NOISE. WHOLE HOUSE FANS LOCATED 4 FEET OR LESS FROM THE INTERIOR GRILLE SHALL HAVE A SONE RATING OF 1.0 OR LESS MEASURED AT 0.1 INCIO WATER GAUGE. MANUFACTUREIeS NOISE RATINGS SHALL BE DETERKNED AS PER HVI 915Sqr 2OD9 REMOTELY MOUNTED FANS SHALL BE ACOUSTICALLY ISOLATED FROM THE CTURAL LENTS OF THE BUILDING AND FROM ATTACHED DUCT WORK USING INSULATED FLEABLE DUCT OR OTHER APPROVED MATERIAL M1507.14.3 FAN CONTROLS. THE WHOLIE HOUSE VENTILATION FAN SHALL MEET THE WWROOTS OF SECTO M1507.3.2 AND M1507.3.2-1. M1507.3.4.4 VENTILATION OPENINGS. EACH HABITABLE SPACE SHALL BE PROVIDED WITH OUTDOOR AIR INLETS OR OPERABLE WINDW WITH AN OPENABLE AREA NOT LESS THAN 4 SQUARE INCHES OF NET FREE AREA OF OPENING FOR EACH 10 CFM OF OUTDOOR AJR REQUIRED BY TABLE M1507.3.3(l). WHERE OUTDOOR AIR SUPPLIES ARE SEPARATED FROM EXHAUST POINTS BY DOORS, PROVISIONS SHALL. BE MADE TO ENSURE AIR FLOW BY INSTALLATION OF DISTRIBUTION DUCTSS, UNDERCUTTING DOORS� INSTALLATION OF GRILLES, IMSOMS, OR SIMILAR MEANS. DOORS SHALL BE UNDERCUT TO A MINIMUM OF 1/2 INCH ABOVE THE SURFACE OF THE FINISH FLOOR COVEMNG. INDIVIDUAL ROOM OUTDOOR AIR INLETS SHALL, 1. HAVE CONTROLLABLE AND SECURE OPENINM- 2. BE SI.EEVED OR OTHERWISE DESIGNED SO AS NOT TO COMPROMISE THE THERMAL PROPERTIES OF THE WALL OR UNDOW IN MICH DO ARE PLACED; 3. ANY INLET OR COMBINATION OF INLETS MICH PROVIDE 10 CFM AT 10 PASCALS ARE DEEMED EQUIVALENT TO 4 SQUARE INCHES NIET FIRE AREA. VENTILATION OPE41NG SHALL BE SCREENED OR OTHERWISE PROTECTED FROM ENTRY BY LEAVES OR OTHER MATERIAL OPENINGS SHALL BE CONTROLLABLE, SECURABLE AND SHALL BE DESIGNED TO NOT COMPROMISE THE THERMAL PROPERTIES OF THE BULDING ENVELOPE VENTILATION OPENINGS SHALL BE LOCATED SO AS NOT TO TAKE AIR FM THE FOLLOWING AREAS-. i. CLOSER THAN 10 FEET FROM AN APPLIANCE VENT OUTLET, UNLESS SUCH VBT OUTLET IS 3 FEET ABOVE THE OUMOOR AIR INLEr I WHERE IT WILL PICK UP OBJECTIONABLE ODORS, FUMES OR FLAMMABLE VAPORS. 36 A HAZARDOUS OR UNSANITARY LOCATION. 4. A ROOM OR SPACE HAVING ANY FUEL -BURNING APPLIANCES THEREIN. 5. CLOn THAN 10 FEET FROM A VENT OPENING OF A PLUMBING DRAINAGE SYSTEM UNLESS THE VENT OPENING IS AT LEAST 3 FEET ABOVE THE AIR INLET. 6. ATTIC, CRAWL SPACES, OR GARAGE& 7. ASPHALT ROOFS UNLESS IT IS SHOWN THAT NO OTHER LOCATION IS PERMISSIBLE. IN SUCH CASES THE INLET OPENING SHALL BE LOCATED A MINIMUM OF 2 FEET FROM THE NEAREST SURFACE OF THE ASPHALT ROOFING, MEASURED FROM THE INTAKE OPENING. ME'HOD #Z M1507.3.5.1 INTEGRATED WHOLE HOUSE VENTILATION SYSTEMS. INTEGRATED MOLE -HOUSE VEN11LATION SYSTEMS SHALL PROVIDE OUTDOOR AIR AT THE RATE CALCULATED USING SECTION M1507.3.1 INTEGRATED FORCED -AIR VENTILATION SrSTEMS SHALL DISTRIBUTE OUTDOOR AIR TO EACH HABITABLE SPACE THROUGH THE FORCED -AIR SYSTEM DUCTS. INTEGRATED FORCED -AIR VBTILATION SYSTEMS SHALL HAVE AN OUTDOOR AIR INLET DUCT CONNECTING A MUNAL ELEMENT ON THE OUTSIDE OF THE BUILDING TO THE RETURN AIR PLENUM OF THE FORCED -AIR SYSTEM, AT A POINT WTHIN 4 FEET UPSTREAM OF THE AIR HANDLER. THE OUTDOOR AIR INLET DUCT CONNECTION TO THE RETURN AIR STREAM SHALL BE LOCATED UPSTREAM OF THE FORCE) -AIR SYSTEM BLOWER AND SHALL NOT BE CONNEMED DIRECTLY INTO A FURNACE CABINET M PREVENT THERMAL SHOCK TO THE HEAT EXCHANGER. THE SYSTEM WILL BE EQUIPPED NTH A MOTORIZED DAMPER CONNECTED TO THE AUTOMATIC VENTILATION CONTROL AS SPECIFIED IN SECTMIN 141507.3.2- THE REQUIRED FLOW RAIE SHALL BE VERIFIED BY FIaD TESTING MTH A FLOW HOOD OR A FLOW MEASURING STATION. M1507.15.2 VENTILATION DUCT INSULATION. ALL SUPPLY DUCTS IN THE CONDITIONED SPACE SHALL BE INSULATED TO A MINIMUM OF R-4, M1507.3.&3 OUTDCM AIR INLETS. INLETS SHALL BE SCREENED OR OTHERWISE PROTECTED FROM ENTRY BY LEAVES OR OTHER MATERIAL OUTDOOR AIR INLETS SHALL BE LOCATED SO AS NOT TO TAKE AIR FROM THE FOLLOWING AREAS, 1. CLOSER THAN 10 FEET FROM AN APPUANCE VENT OUTLET, UNLESS SUCH VENT OUTLET IS 3 FEET ABOVE THE OUTDOOR AIR INLET. I WERE IT WILL PICK UP OBJECTIONABLE ODORS, FUMES OR FLAMMABLE VAPOR& I A HAZARDOUS OR UNSANITARY LOCATION. 4. A RON OR SPACE HAVING ANY FUEL-BURNNG APPUANCES MON. 5. CLOSER THAN 10 FEET FROM A VENT MING OF A PLUMBING DRAINAGE SYSTEM UNLESS THE VENT OPENING IS AT LEAST 3 FEET ABOVE THE AIR INLET. 6. AM, CRAWL SPACES� OR GARAGES. METHOD g M1507.3.6. WHOLE HOUSE VENTILATION USING A SUPPLY FAN. SUPPLY FAN VENTILATO SYSTEMS SHALL DISTRIBUTE CUTDOM AIR M EACH HABITABLE SPACE THROUGH X FORCED -AIR SYSTEM DUCTS OR THROUGH DEDICATED DUCTS TO EACH HABITABLE SPACE. SUPPLY FANS SHALL HAVE THE CAPACITY TO PROVIDE THE AMOUNT OF OUTDOOR AIR SPECIFIED IN TABLE M1507.3.3(l) AT 0,40 N04ES WATER GAUGE AS PER HVI 916. THE OUTDOOR AIR MUST BE FILTERED BEFORE IT IS DIELIVEFIED TO HABITABLE SPACES. THE FILTER MAY BE LOCATED AT THE INTAKE DEVICE, IN LINE WITH THE 7M, OR, IN THE CASE OF A CONNECTION TO THE RETURN PLENUM OF THE AIR HANDLM USING THE FURNACE FILTER. AN OUTDOOR AIR INLET SHALL BE CONNECTED TO EITHER THE SUPPLY OR RETURN AIR STREAM. OLE HOUSE "TLATION PER IRC 1507 (WASHINGTON AMENDMENT) CONTINU M1507.3-6.2 DUCTS. AN OUTDOOR AIR INLET DUCT CONNECTION TO THE SUPPLY AIR STREAM SHALL BE LOCATED DOWNSTREAM OF THE FORCED -AIR SYSTEM BLOWER. IF CONNECTED TO THE RETURN AIR STREAM IT SHALL BE LOCATED AT LEAST 4 FEET UPSTREAM OF THE FORCED -AIR SYSTW BLOWER AND ITS FILTER. NEITHER SHALL BE CONNECTED DIRECTLY INTO A FURNACE CABINET. THE DUCT SHALL BE SIZED IN ACCORDANCE WITH TABLE M1507.3.6.2. THE TERMINAL ELEMENT ON THE OUTSIDE OF THE BUILDING SHALL BE SIZED 2 INCHES DIA. LARGER THAN THE OUTDOOR AIR INLET DUCT. TABLE M1507.3.6.2 PRESCRIPTIVE SUPPLY FAN DUCT SIZING SUPPLY FAN TESTED CFM AT 0,40' WG SPECIFIED VOLUME FROM TABLE M1507.3.3(i) MINIMUM SMOOTH DUCT DIAMETER MINIMUM FLEXIBLE DUCT DIAMETER I 50-90ch 4 INCH 5 INCH 90-150cfm 5 INCH 6 IN04 , 150-120cfm 1 6 INCH 1 7 INCH ; I 250-400ofTn 1 7 INCH I 1 8 INCH M1507.16.3 DAMPERS. THE SYSTEM SHALL BE EQUIPPED WITH A BAO(-DRAFT DAMPER AND ONE OF THE FOLLOWING. 1. A CALIBRATED MANUAL VOLUME DAMPER INSTALLED AND SET TO MET THE MEASURED FLOW RATES SPECTO IN TABLE 141507.13(l) BY FIELD TESTING NTH A PRESSURIE GAUGE AND/OR FOLLOWNG MANUFACTURER'S INSTALLATION INSTRUCTIONS; OR I A MANUAL VOLUME DAMPER INSTALLED AND SET TO MEET THE MEASURED FLOW RATES SPECIFIED IN TABLE M1507.3.3(l) BY FIELD TESTING WITH A FLOW HOOD OR A FLOW MMRING STATION; OR 3. AN AUTOMATIC FLOW-REGOILATING DEVICE SIZED TO THE SPECIFIED FLOW RATES IN TABLE M1507.3.3(1) WHICH PROVIDES CONSTANT FLOW OVER A PRESSURE RANGE OF 0.20 TO 0.60 INCHES WATER GAUGE. M1507.16.4 VENTILA11ON DUCT INSULATION. ALL SUPPLY DUCTS IN THE CONDITIONED SPACE SHALL BE INSULATED TO A MINIMUM OF R-4. M`1507.3.6.5 OUTDOM AIR INLETS. INLETS SHki BE SCREENED OR OTHERWISE PROTECTED FROM ENTRY BY LEAVES OR OTHER MATERIAL OUTDOOR AIR INLETS SHALL BE LOCATED SO AS NOT TO TAKE AIR FROM THE FOLLOWING AREAS: 1. CLOSER THAN 10 FEET FROM AN APPLIANCE VENT OUTLET, UNLESS SUCH VMT OUTLET IS 3 FEET ABOVE THE OUTDOOR AIR INLET. 2. WHERE IT WILL PICK UP OBJECTIONABLE ODORS, FUMES OR FLAMMABLE VAPORS. 3. A HAZARDOUS OR UNSANITARY LOCATION. 4. A ROOM OR SPACE HAVING ANY FUEL -BURNING APPLIANCES THEREIN. 5. CLOSER THAN 10 FEET FROM A VENT OPENING OF A PLUMBING DRAINAGE SYSTEM UNLESS THE VENT OPENING IS AT LEAST 3 FEET ABOVE THE AIR INLET. 6. ATTIC, CRAWL SPACES, OR GARAGES. METHOD %, U1507-3.7, WHOLE HOUSE VENTILATION USING A HEA1 RECOVERY SYSTEM. ALL DUCT WORK IN IS SYSTEM SHALL BE SIZED AND INSTALLED PER THE MMUFACTURER'S INSTRUCTIONS, MINIMUM FLOW RATING SHALL NOT BE LESS THAN THAT SPECIFIED IN TABLf M1507.3.gl). THE SYSTEM SHALL HAVE A FILTER ON THE UPSTREAM SIDE OF THE HEAT EXCHANGER IN 801H THE INTAKE AND EXHAUST AIRSTREAMS NTH A MIN. EFFICIENCY RATING VALUE (MERV) OF 6. ALL SUPPLY DUCTS IN THE CONDITIONED SPACE INSTALLED UPSTREAM OF THE HEAT EXCHANGER SHNi BE INSULAID TO A MIN. OF R-4. M1507.3.7.3 OUTDOOR AIR INLIETS. INLETS SHALL BE SCREENED OR OTHERWISE PROTECTED FROM ENTRY BY LEAVES OR OTHER MATERIAL OUTDOOR AIR INLETS SHALL BE LOCATED SO AS NOT TO TAKE AIR FROM THE FOLLOWING AREAS; 1. CLOSER THAN 10 FEET FROM AN APPLIANCE VENT OUTLET, UNLESS SUCH VENT OUTLET IS 3 FEET ABOVE THE OUTDOOR AIR INLET. 2. MERE IT WILL PICK UP OBJECTIONABLE ODORS, FUMES OR FLAMMABLE VAPORS. 3. A HAZARDOUS OR UNSANITARY LOCATION. 4. A ROOM OR SPACE HAVING ANY FUEL -BURNING APPLIANCES THEREIN. 5. CLOSER THAN 10 FEET FROM A VENT OPENING OF A PLUMBING DRAINAGE SYSTEM UNLESS THE VENT OPENING IS AT LEAST 3 FEET ABOVE THE AIR INLET. 6. ATTIC, CRAM SPACES. OR GARAGES. M1507.4 LOCAL EXHAUST. LOCAL EXHAUST SHALL BE PROVIDED IN EACH KITCHEN, BATHROOM, WATER CLOSET, LAUNDRY ROOM, INDOOR SWIMMING POOL, SPA, AND OTHER ROOMS MERE WATER VAPOR OR COOKING ODOR IS PRODUCED. LOCAL EXHAUST SYSTEMS SHALL BE DESIGNED TO HAVE THE CAPACITY TO EXHAUST THE MINIMUM AIR FLOW RATE DETERMINED IN ACCORDANCE WITH TABLE M1 507.4, TABLE IRC M11507.4 MINIMUM REQUIRED EXHAUST RATES FOR ONE & IWU MMILT UWLWN65 AREA TO BE EXHAUSTED EXHAUST RATES - � 100 CFM INTERMITTENT OR KITCHENS : : :: 25 CFM CWNUOUS BATHROOMS - TOILET ROOMS MECHANICAL EXHAUST LAUNDRY ROOMS CAPACITY OF INDOOR SWIMMING POOLS & 50 CFM INTERIIAITTENT OR SPAS 20 CFM CONTINUOUS FOR SI-1 WBIC FOOT PER MINUTE = 0.000479MI/s EXHAUST FANS PROVIDING LOCAL EXHAUST SHALL HAVE A MINIMUM FAN FLOW RATING NOT LESS THAN 50 CFM AT 0.25 INCHES WATER GAUGE FOR BATHROOMS, LAUNDRIES, OR SIMILAR ROOMS AND 10D CFM AT 0.25 INCHES WATER GAUGE FOR KITCHENS. MANUFACTURERV FAN FLOW RATINGS SHALL BE DETERMINED AS PER HVI 916 (APRIL 1995) OR AMCA 210. EXCEPTION: WHERE A RANGE HOOD OR DOWN DRAFT EXHAUST FAN IS USED TO SATISFY THE LOCAL EXHAUST REQUIREMEIM FOR KITCHENS, THE RANGE HOOD OR DOWN DRAFT EXHAUST SHALL NOT BE LESS THAN 100 CFM AT 0.10 INCHES WATER GAUGE M1507.4.2 LOCAL EXHAUST CONTROLS. LOCAL EXHAUST SYSTEMS SHAU_ BE CONTROLLED BY MANUAL SWITCHES, DEHUMIDISTATS. TIMER% OR OTHER APPROVED MEANS. LOCAL EXHAUST SYSTEM CONTROLS SHALL BE READILY ACCIMBLE. IRC.CHAPTER 16--DUCT MUS-40SHINGION AMENDMEN IRC M1601.1 DUCT DESIGN, DUCT SYSTEMS SERVING HEATIK COOLING AND VEN11LATION EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH THE PROVISIONS OF THIS SECTION AND ACCA MANUAL 0 OR OTHER APPROVED METHODS. M1601.1.1 ABOVE -GROUND DUCT SYSTEM& ABOVE -GROUND DUCT SYSTEMS SHALL CONFORM TO THE FOLLOWING: 1. EQUIPMENT CONNECTED TO DUCT SYSTEMS SHALL BE DESIGNED TO LIMIT DISCHARGE AIR TEMPERATURE TO A MAXIMUM OF 2507 (121-C). 2. FACTORY -MADE DUCTS SHALL BE LISTED AND LABELED IN ACCORDANCE WITH UL 181 AND INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS U ON SHALL CONFORM TO THE SMACNA FIBROUS CLASS DUCT CONSTRUCTION STANDARDS OR NAIMA FIBROUS GLASS DUCT CONSTRUCTION STANDARDS 4. RELD-FABRICATED AND SHOP-FABRICATM METAL AND FLEXIBLE DUCT CONSTRUCTIONS SHALL CONFORM TO THE S14ACNA HVAC DUCT CONSTRUCTION STANDARDS -METAL AND FLEXIBLF, EXCEPT AS ALLOWED BY TABLE M1601.1.1. GALVANIZED STEEL SHALL CONFORM TO ASTIA A 653. 5. USE OF GYPSUM PRODUCTS TO CONSTRUCT RETURN AJR DUCTS OR PLENUMS IS PERMITTED, PROVIDED THAT THE AIR TEMPERATURE DOES NOT EXCEED 125-F (52-C) AND EXPOSED SURFACES ARE NOT SUBJECT TO CONDENSATION. 6. DUCT SYSTIEMS SHALL BE CONSTRUCTED OF MATERIALS HAVING A FLAME SPREAD INDEX NOT GREATER THAN 200. 7. STUD WALL CAVITIES AND THE SPACES BETWEEN SOLID FLOOR JOISTS SHALL NOT BE USED AS A DUCT OR AN AIR PLENUM IN NEW CONSTRUCTION. FOR MSTWG SYSTEMS, STUD WALL CAVITIES AND THE SPACES BETWEEN SOLID FLOOR JOISTS TO BE USED AS AIR PLENUMS SHALL COMPLY WITH THE FOLLOWING- 7.1. THESE CAVITIES OR SPACES SHALL NOT BE USED AS A PLENUM FOR SUPPLY AIR. 71 THESE CAMES OR SPACES SHALL NOT BE PART OF A REWIRED FIRE-RESISIANCE-RATED ASSEMBLY 7.3. STUD WALL CAVITIES SHALL NOT CGNVEY AIR FROM MORE THAN ONE FLOOR LEVEL 7.4. STUD WALL CAVITIES MO MST -SPACE PLENUMS SHALL 13E MUM FROM ADJAnT CONCEAM SPACE BY TIGHT -FITTING FIRE BLOCKING IN ACCORDANCE WITH SECTION R602.11 7.5. STUD WALL CAVITIES IN THE OUTSIDE WALLS OF BUILDING ENVELOPE ASSEMBLIES SHALL NOT BE UTILIZED AS AIR PLENUMS 90 BE M)RNING A�RULN SOLID FUEL BURNING APPLIANCES AINCLUDING WOOD STOVE% ROOM HEATERS� FACTORY BUILT FIREPLACES, FIREPLACE INSERTS, 0 MASONRY HEATERS) SHALL COMPLY NTH THE PROVISIONS OF IMC, CHAPTERS 3 AND 9, AND IRC CHAPTER 10. SOLID FUEL BURNING APPILIANCES SHALL BE PROVIDED WITH TIGHT FITTING METAL OR CERAMIC GLASS DOORS AND ONE OF THE FOLLOWNG: 11. A SOURCE FROM OUTSIDE THE STRUCTURE OF PRIMARY COMBUSTION Alk CONNECTED TO THE APPLIMCE AS PER MANUFACTURER'S SPECIFICATION. THE AIR INLET SHALL ORIGINATE AT A POINT BELOW THE FIRE EIO)L THE DUCT SHALL BE 4 INCHES OR GREATER IN DIAMETER, NOT EXCEED 20 FEET IN LENGTH, AND BE INSTALLED AS PER MANUFACTURER'S INSTRUCTIONS; 2. THE APPLIANCE AND MANUFACTURER'S RECOMMENDED COMBUS11ON AIR SUPPLY, AS AN )WALLED UNIT, SHALL BE CERTIFIED BY AN INDEPENDENT TESTING LABORATORY TO HAVE PASSED TEST NO. 11-NEGATIVE PRESSURE TEST, SEC11ON 12.3. OF ULC S627-MI984 'SPACE HEATERS FOR USE MTH SOLID FUELS." FIREPLACES SHALL BE PROVIDED WITH READILY ACCESSIBLE MANUAL OR APPROVED AUTOMATIC TIGHT FITTING FLUE DAMPERS, EXCEPT FIREPLACES WITH GAS I= MUST COMPLY WTH IMC 901 OR LIQUEFIED POROLEUM GAS INSTALLATIONS SHALL BE PER NFPA 58 AND 54. A 6 SO. IN. OUTSIDE SOURCE FOR COMBUSTION AIR SHALL BE PROVIDED WITH AN WTSIDE AIR DUCT DAMPER (EXCEPTION: WA CERTIFIED FIREPLACES SHALL BE INSTALLED WITH THE COMBUSTION AIR SYSTEM NECESSARY FOR THEIR SAFE AND EFFICIENT COMBUSTION AS SPECIFIED BY THE MANUFACWTURER . SITE BUILT RREPLACS SHALL HAVE MT FITTING GLASS OR METAL DOORS, OR A FLUE INDUC11ON FAN OR AS APPROVED FOR MINIMIZING BACK -DRAFTING. FACTORY BUILT FIREPLACES SHALL USE DOORS LISTED FOR THE INSTALLED APPUANCE 015 WASHINGTON STATE SINGLE-FAMILY RESIDENT] AL_ ENERGY CODE POST CERTIFICATE WTHIN 3' OF ELECTRICAL PANEL- R401.3 CERTIFICATE (MANDATORY). A PERMANENT CERTIFICATE SHALL BE COMPLETED BY THE BUILDER OR REGISTERED DESIGN PROFESSIONAL AND POSTED ON A WALL IN THE SPACE MERE THE FURNACE IS LOCATED, A UTILITY ROOM, OR AN APPROVED LOCATION INSIDE THE BUILDING. WHEN LOCATED ON AN ELECTRICAL PANEL� THE CERTIFICATE SHALL NOT COVER OR OBSTRUCT THE VISIBILITY OF THE CIRCUIT DIRECTORY LABEL, SERVICE DISCONNECT LABEL, OR OTHER REQUIRED LABELS. THE CERTIFICATE SHALL LIST THE PREDOMINANT R-VALUES OF INSULATION INSTALLED IN OR ON CEIIJNG/ROOF, WALLS, FOUNDATION (SLAB, BROW -GRADE WALL, MD/01? FLOOR) AND DUCTS OUTSIDE CONDITIONED SPACES; U-FACTORS FOR FENESTRATION AND THE MAR HEAT GAIN COEFFICIENT (SHGC) OF FENESTRATION, AND THE RESULTS FROM ANY REQUIRED DUCT SYSTEM AND BUILDING ENVELOPE AIR LEAKAGE TESTING DONE ON THE BUILDING. WHERE THERE IS MORE THAN ONE VALUE FOR EACH COMPONENT, THE CERTIFICATE SHALL UST THE VALUE COVERNG THE LARGEST AREA. THE CERTIFICATE SHALL LIST THE TYPES AND EFFICIENCIES OF HEATIK COOLING AND SERVICE WATER HEATING EQUIPMENT. WHERE A GAS -FIRED UNVENTED ROOM HEATER, ELECMC FURNACE, OR BASEBOARD ELECTRIC HEATER IS INSTALLED IN THE RESIDENCE, THE CERTIFICATE SHALL LIST OGAS-FIRED UNVENTED ROOM HEATEC 'ELECTRIC FURNACE' OR 'BASEBOARD ELECTRIC HEATER: AS APPROPRIATE. AN EFFICIENCY SHALL NOT BE Lwo FOR GAS -FIRED UNVENTED ROOM HEATERS, aECTRIC FURNACES OR ELECTRIC BASEBOARD HEATERS DESIQN CONDITIONS R302.1 INTERIOR DESIGN CONDITIONS. THE INTERIOR DESIGN TEMPERATURES USED FOR HEATING AND COOLING LOAD CALCULATIONS SHALL BE A MAXIMUM OF 72T (22t) FOR HEATING AND MINIMUM OF 75T (24T) FOR COOLING. R3012 EXTERIOR DESIGN CONDITIONS. THE HEATING OR COOLING OUTDOOR DESIGN TEMPERATURES SHALL BE SELECTED FROM APPENDIX C. BUILDING !UERMAL ENVELOPE REQUIREMENTS: INKIATION UNLESS NOTED OTHERWISE, INSULATION TO BE PER WSEG TABLE R402.1.1, CUMATE ZONES 5 AND MARINE 4, AND THE SPECIFIC REQUIREMENTS OF SECTIONS R4OZ2.1 THROUGH R402.2.11. FENESTRATION: R402-3 FENESTRATION (PRESCRIPTIVE). IN ADDITION TO THE REQUIREMENTS OF SECTION R40Z FENESTRATION SHALL COMPLY NTH SECTIONS R4OZ3.1 THROUGH R402.3.5. AIR LEAKAGE R4014 AIR LEAKAGE (MANDATORY). THE BUILDING THERMAL ENVIIOPE SHALL BE CONSTRUCTED TO LIMIT AIR LEAKAGE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTIONS R402-4.1 THROUGH R4OZ4.4. R402.4.1 BUILDING THERMAL ENVEOPE THE BUILDING THERMAL ENVELOPE SHALL COMPLY NTH SEC11ONS R402.4.1.1 AND R402.4-1.1 THE SEALINO "ODS BETWO DISSMILAR MAIMALS SHALL ALLOW FOR WFERENTIAL EXPANSION AND CONTRACTION. R402.4.1.1 INSTALLATION. THE COMPONENTS OF THE BUILDING THERMAL ENVEOPE AS LISTED IN TABLE R402.4.1.1 SHALL BE INSTALLED IN ACCORDANCE NTH THE MANUFACTURER'S INSTRUCTIONS AND THE CRITERIA LISTED IN TABLE R4OZ4.1.1, AS APPLICABLE TO THE METHOD OF CONSTRUCTION. MERE REQUIRED BY THE CODE OFFICIAL, AN APPROVED THIRD PARTY SHALL INSPECT ALL COMPONENTS AND VERIFY COMPLIANCE. R40ZCI.2 TESTING. THE BUILDING OR DWELLING UNIT SHALL BE TESTED AND VERIFIED AS HAVING AN AIR LEAKAGE RATE OF NOT EXCEEDING 5 AIR CHANGES PER HOUR. TESTING SHALL BE CONDUCTED VAIN A BLOWER DOOR AT A PRESSURE OF 0.2 INCHES W.G, (50 PASM). MERE REQUIRED BY THE CODE OFFICIAL, TESTING SHALL BE CONDUCTED BY AN APPROVED THIRD PARTY. A WRITTEN REPORT OF THE RESULTS OF THE TEST SHALL BE SIGNED BY THE PARTY CONDUCTING THE TEST AND PROVIDED TO THE CODE OFFICIAL TESTING SHALL BE PERFORMED AT ANY TIME AFTER CREA11ON OF ALL PENETRATIONS OF THE BUILDING THERMAL ENVELOPE ONCE VISUAL INSPEC11ON HAS CONFIRMED SEALING (SEE TABLE R402.4.1.1), OPERABLE WINDOWS AND DOORS MMUFACTURED BY SMALL BUSINESS SHALL BE PERMITTED TO BE SR.ED OFF AT THE FRAME PRIOR TO THE TEST. DURING TESTING: 1. EXTERIOR WINDOWS AND DOORS, FIREPLACE AND STOVE DOORS SHALL BE CLOSED, BUT NOT SEALED, BEYOND THE INTENDED WEATHERSTRIPPING OR OTHER INFILTRATION CONTROL MEASURES; 2. DAMPERS INCLUDING EXHAUST, INTAKE, MAKEUP AIR, BACKDRAFT AND FLUE DAMPERS SHALL BE CLOSED, BUT NOT SEALED BEYOND IN113IDED INFILTRATION CONTROL MEASURES; 3. INTERIOR DOORS, IF INSTALLED AT THE TIME OF THE TEST, SHALL BE OPEN, ACCESS HATCHES TO CONDITIONED CRAWL SPACES AND CONDITIONED ATTICS SHALL BE OPEN; 4. EXTERIOR OPENINGS FOR CONTINUOUS VENTILA11ON SYSTEMS AND HEAT RECOVERY VENTILATORS SHALL BE CLOSED AND SEAM; 5. HEATING AND COOLING SYSTEMS, IF INSTALLED AT THE TIME OF THE TEST, SHALL BE TURNED OFF, AND 6. SUPPLY AND RETURN REGISTERS, IF INSTALLED AT THE TIME OF THE TEST, SHALL BE FULLY OPEN. EXCEPTIONS: (I)ADDITIONS LESS THAN 500 SQUARE FEET OF CONDITIONED FLOOR AREA. (2)ADDITIONS TESTED NTH THE EXISTING HOME HAVING A COMBINED MAXIMUM LEAKAGE RATE OF 7 AIR CHANGES/HR. TO QUALIFY FOR THIS EXCEPTION, THE DATE OF CONSTRUCTION OF THE EXISTING HOUSE MUST BE PRIOR TO THE 2009 WSEC. SYSTEM R403.1 CONTROLS (MANDATORY). AT LEAST ONE THERMOSTAT SHALL BE PROVIDED FOR EACH SEPARATE HEATING AND COOLING SYSTEM. R403.1.1 PROGRAMMABLE THERMOSTAT. MERE THE PRIMARY HEATING SYSTEM IS A FORM -AIR FURNACE, AT LEAST ONE THERMOSTAT PER DWELLING UNIT SHALL BE CAPABLE OF CONTROLLING THE HEATING AND COOLING SYSTEM ON A DAILY SCHEDULE TO MAINTAIN DIFFERENT TEMPERATURE SET POINTS AT DIFFERENT TIMES OF THE DAY. THE THERMOSTAT SHALL ALLOW FOR, AT A MINIMUM, A 5-2 PROGRAMMABLE SCHEDULE (WEEKDAYS/WEEKENDS) AND BE CAPABLE OF PROVIDING AT LEAST TWO PROGRAMMABLE SETBACK PERIODS PER DAY. THIS THERMOSTAT SHALL INCLUDE THE CAPABILITY TO SET BACK OR TEMPORARILY OPERATE THE SYSTEM TO MAINTAIN ZONE TEMPERATURES DOWN TO 55T (13-C) OR UP TO 857 (29T). THE THERMOSTAT SHALL INITIALLY BE PROMAMMED WTH A HEATING TUPERATURE SET POINT NO HIGHER THAN 70T (2M) AND A COMING TEMPERATURE SET POINT NO LOWER THAN 78-F (261C). THE THERMOSTAT MD/OR CONTROL SYSTEM SHALL HAVE AN ADJUSTABLE DEADBAND OF NOT LESS THAN IOT. EXCEPTIONS, 1. SYSTEMS CONTROLLED BY AN OCCUPANT SENSOR THAT IS CAPABLE OF SHUTTING THE SYSTEM OFF MEN NO OCCUPANT IS SENSED FOR A PERIOD OF UP TO 30 MINUTES. 2. SYSTEMS CONTROLLED SOLELY BY A MANUALLY OPERATED TIMER CAPABLE OF OPERATING THE SYSTEM FOR NO MORE THAN TWO HOURS. R403.1.2 HEAT PUMP SUPPLEMENTARY HEAT (MANDATORY). UNITARY AIR COOLED HEAT PUMPS SHALL INCLUDE CONTROLS THAT MINIMIZE SUPPLEMENTAL HEAT USAGE DURING START-UP, SET-UP, AND DEFROST CONDITIONS. THESE CONTROLS SHALL ANTICIPATE NED FOR HEAT AND USE COMPRESSION HEATING AS THE FIRST STAGE OF HEAT. CONTROLS SHALL INDICATE WHEN SUPPLEMENTAL HEATING IS BEING USED THROUGH VISUAL MEANS (E.G., LED INDICATORS). HEAT PUMPS EQUIPPED WITH SUPPLEMENTARY HEATERS SHALL BE INSTALLED NTH CONTROLS THAT PREVENT SUPPLMENTAL HEATER OPERATION ABOVE 407. AT RNAL INSPECTION THE AUXILIARY HEAT LOCK OUT CONTROL SHALL BE SET TO 357 OR LESS. R403.3 DUCTS. DUCTS AND AIR HANDLERS SHALL BE IN AC=ANCE WITH SECTIONS R403.3.1 THROUGH R403.15. R403.il INSULATION (PRESCRIPTIVE). DUCTS OUTSIDE THE BUILDING THERMAL ENVELOPE SHALL BE INSULATED TO A MINIMUM OF R-8, DUCTS WITHIN A CONCFU SLAB OR IN THE =ND SHALL BE INSULATED TO R-10 WITH INSULATION DESIGNED TO BE USED BELOW GRADE. EXCEPTION: DUCTS OR PORTIONS THEREOF LOCATED COMPLETELY INSIDE THE BUILDING ENVELOPE DUCTS LOCATED IN CRAWL SPACES DO NOT QUALIFY FOR THIS EXCEPTION. R403.3.2 SEALING MMANDATORY). DUCTS, AIR HANDLERS, AND FILTER BOXES SHALL BE SEALED. JOINTS AND SEAMS SHALL COMPLY WITH EITH THE INTERNATIONAL MECHANICAL CODE OR INTERNATIONAL RESIDENTIAL CODE, AS APPLICABLE EXCEPTION& 1. AIR -IMPERMEABLE SPRAY FOAM PRODUCTS SHALL BE PERMITTED TO BE APPLIED WITHOUT ADDITIONAL JOINT SEALS. Z FOR DUCTS HAVING A STATIC PRESSURE CLASSIFICATION OF LESS THAN 2 INCHES OF WATER COLUMN (500 PA), ADDITIONAL CLOSURE SYSTEMS SHALL NOT BE REQUIRED FOR CONTINUOUSLY WELDED JOINTS AND SEAMS, AND LOCKING -TYPE ANTS AND SEAMS OF OTHER THAN SNAP -LOCK AND BUTION-LOCK TYPES. R403-Ul SEALED AIR HANDLER. AIR HANDLERIS SHALL HAVE A MANUFACTURER'S DESIGNATION FOR AN AIR LEAKAGE OF NO MORE THM 2 PERCENT OF THE DESIGN AIR FLOW RAI WHEN TERB IN ACCORDANCIE WITH A%M I a R4U.13 DUCT TESTING �MOATO% DUCTS SHALL BE LEAK TESTED IN ACCORDANCE WITH WSU RS-A USING THE MAXIMUM DUCT LEAKAGE I RATES FENIED. EXCEP ON. THE T TAL LEAKAGE TEST OR tMAGE TO THE OUTDOORS IS NOT REQUIRED FOR DUCTS MD AIR HANDLERS LOCATED ENTIRELY WITHIN THE BUILDING THERMAL DIVE10PE. FOR FORCED AIR DUCTS. A MAXIMUM OF 10 LINEAR FEET OF REnRN DUCTS AND 5 LINEAR FEET OF SUPPLY DUCTS MAY BE LOCATED OUTSIDE THE CONDITIONED 91ACE. 91 METALLIC DUCTS LOCATED OUTSIDE VE CONDITIONED SPACE MUST HAVE BOTH TRANSVERSE AND LONGITUDINAL JOTS SEALED VM MASTIC. IF FLEX DUCTS ARE USED, THEY CANNOT CONTAIN SkM FO WCT CONNECTIONS MUST BE MADE WITH MON MAPS AND INSTALLED USING A PLASTIC STRAPPING TENSIONING TOOL DUCTS LOCATED IN CRAWL SPACES 00 NOT QUALIFY FOR THIS 1EXCIPTION. A WRI711EN REPORT OF THE RESULTS SHALL BE SIGNED BY THE PARTY CONDUCTING THE TEST AND PROVIDED TO THE = OFFICIAL R403,14. DUCT LEAKAGE (MANDATORY). THE TOTAL LEAKAGE OF THE DUCTS. MERE MEASURED IN A=DANCE NTH SECTION R403.3.3, SHALL BE AS FOLLOWS, 1. ROUGH -IN TEST. TOTAL LEAKAGE SHALL BE LESS THAN OR EQUAL TO 4 CFM (113.3 LMIN) PER 100 SQUARE FEET (9.29 M2) OF CONDITIONED FLOOR AREA WHEN TESTED AT A PRESSURE DIFIFERENPAL OF 0.1 INCHES W.G. �25 PA) ACROSS THE SYSTEM, INCLUDING THE MANUFACTURER'S AIR HANDLER ENCLOSURE. Ali REGISTERS SHAU BE TAPED OR ITIHERWISE SEALED DURING THE TEST. IF THE AIR HANDLER IS NOT INSTALLED AT THE TIME OF 7HE TEST. TOTAL LEAKAGE SHALL BE LESS THAN OR EQUAL TO 3 CFM (85 LMIN) PER 100 SQUARE PIET (9-29 M2) OF COND111ONED FLOOR AREA.2. POSTCONSIRUCTION TEST- LEAKAGE TO OUTDOORS SHALL BE LESS THAN OR EQUAL T04 CFM (113.3 L/MIN) PER 100 SQUARE FEET (9.29 M2) OF CONDITIONED FLOOR AREA OR TOTAL LEAKAGE SHALL BE LESS THAN OR EQUAL TO 4 CFM (113.3 L/MIN) PER 100 SQUARE FEET (9.29 M2) OF CONDITIONED FLOOR AREA WHEN TESTED AT A PRESSURE DIFFERENTIAL OF 0.1 INCHES W.G. (25 PA) ACROSS THE ENTIRE SYSTEM, INCWDING THE MANUFACTURER'S AIR HANDLER ENCLOSURE. ALL REGISTER BOOTS SHALL BE TAPED OR 07HERESE SEALED DURING THE TEST. R403.3.5 BUILDING CAVITIES &IIANDATORLISUILOM FRAWNG MATIES SHALL NOT BE USED AS DUCTS OR PUNUMS, INSTALLATION OF DUCTS IN TERIOR W , FLOM OR CDLINGS SHALL NOT DISPLACE REQUIRED ENVELOPE INSULATION R403.4 MECHANICAL SYSTEM PIPING INSULATION (MANDATORY). MECHANICAL SYSTEM PIPING CAPABLE OF CARRYING FLUIDS ABOVE 105T (41-C) OR BELOW 55T (131C) SHALL BE INSULATED TO A MINIMUM OF R-6. EXCEPTION: UP TO 200 FEET OF HYDRONIC SYM PIPING INSTALLED WITHIN THE CONDITIONED SPACE MAY BE INSULATED WITH A MINIMUM OF %-INCH INSULATION VATH A K VALUE OF 0.28. R403.4.1 PROTECTION OF PIPING INSULATION. PIPING INSULATION EXPOSED TO WEATHER SHALL BE PROTECTED FROM DAMAGE, INCLUDING THAT CAUSED BY SUNLIGHT, MOISTURE, EQUIPMENT MAINTENANCE, AND WIND, AND SHALL PROVIDE SHIELDING FROM SOLAR RADIATION THAT CAN CAUSE DEGRADATION OF THE MATERIAL ADHESIVE TAPE SHALL NOT BE PERMITTED. R403.5 SERVICE NOT WATER SYSTEMS. ENERGY CONSERVATION MEASURES FOR SERVICE HOT WATER SYSTEMS SHALL BE IN ACOORDANCE WITH SECTIONS R4015.1 THROUGH R403.5.& R403.5.1 HEATED WATER CIRCULATION AND TEMPERATURE MAINTENANCE SYSTEM �6MANDATORY). HEATED WATER CIRCULATION SYSTEMS SHALL BE IN ACCORDANCE WITH SECTION R403.5.1.1. HEAT TRACE TEMP ATURE MAINTENANCE SYSTEMS SHALL BE IN ACCORDANCE NTH SECTION R403.5.12 AUTOMATIC CONTROLS, TEMPERATURE SENSORS AND PUMPS SHALL BE ACCESSIBLE. MANUAL CONTROLS SHALL BE READILY ACCESSIBLE. R403.511 CIRCULATION SYSTEM& HEATED WATER CIRCULATION SYSTEMS SHALL BE PROVIDED WITH A CIRCULATION PUMP. THE SYS0 RETURN PIPE SHALL BE A DEDICATED RETURN PIPE OR A COLD WAIER SUPPLY PIPE GRAVITY AND THERMO-SYPHON CIRCULATION SYSTEMS SHALL BE PROHIBITED. CONTROLS FOR CIRCULATING HOT WATER SYSTEM PUMPS SHALL START THE PUMP BASED ON THE IDENTIFICATION OF A DEMAND FOR HOT WATER WITHIN THE OCCUPANCY. THE CONTROLS SHALL AUTOMATICALLY TURN OFF THE PUMP WHEN THE WATER IN THE CIRCULATION LOOP IS AT THE DESIRED TEMPERATURE AND MEN THERE IS NO DEMAND FOR HOT WATER. R403.5.1.2 HEAT TRACE SYSTEMS. ELECTRIC HEAT TRACE SYSTEMS SHALL COMPLY WITH IEEE 515-1 OR UL 515. CONTROLS FOR SUCH SYSTEMS SHALL AUTOMATICALLY ADJUST THE ENERGY INPUT TO THE HEAT TRACING TO MAINTAIN THE DESIRED WATER TEMPERATURE IN THE PIPING IN ACMANCE WITH THE TIMES WHEN HEATED WATER IS USED IN THE OCCUPANCY. R403,5.2 DEMAND RECIRCULATION SYSTEMS. A WATER DISTRIBUTION SY50 HAVING ONE OR MORE RECIRCULATION PUMPS THAT PUMP WATER FROM A HEATED WATER SUPPLY PIPE BACK TO THE HEATED WATER SOURCE THROUGH A COLD WATER SUPPLY PIPE SHALL BE A DEMAND RECIRCULATION WATER SYSTEM. PUMPS SHALL HAVE CONTROLS THAT COMPLY WITH BOTH OF THE FOLLOWING: 1. THE CONTROL SHALL START THE PUMP UPON RECEVING A SICHAL FROM THE ACTION OF A USER OF A FIXTURE OR APPLIANCE. SENSING THE PRESENCE OF A USER OF A FIXTURE OR SENSING THE FLOW OF HOT OR TEMPERED WATER TO A FIXTURE FITTING OR APPLIANCE Z THE CONTROL SHALL LIMIT THE TEMPERATURE OF THE WATER ENTERING THE COLD WATER PIPING TO 10OF (40 'C). 11403,50 HOT WATER PIPE INSULATION (PRESCRIPTIVE). INSULATION FOR HOT WATER PK 30TH WITHIN AND OUTSIDE THE CONDITIONED SPACE, SHALL HAVE A MINIMUM THERMAL RESISTANCE �R-VALUE) OF R-3. EXCEPTION. PIPE INSULATION IS PERMITTED TO BE DISCONTINUOUS *fERE IT PASSES THROUGH STUD , ASTS OR OTHER STRUCTURAL MEMBERS AND WHERE THE INSULATED PIPES PASS OTHER PIPING, CONDUIT OR VENTS, PROVIDED THE INSULATION IS INSTALLED TIGHT TO EACH OBSTRUCTION. R403.5.4 DRAIN WATER HEAT RECOVERY UKIM DRAIN WATER HEAT RECOVERY UNM SHALL COMPLY WITH CSA 55.2. BRAIN WATER HEAT RECOVERY UNITS SHALL BE IN ACCORDANCE INTH CSA 55.1. POTABLE WATER -SIDE PRESSURE LOSS OF DRAIN WATER HEAT RECOVMY UNITS SHALL BE LESS THAN 3 PSI (20.7 kPa) FOR INDIVIDUAL UNITS CONNECTED TO ONE OR TWO SHOWERS. POTABLE WATER -SIDE PRESSURE LOSS OF DRAIN WATER HEAT RECOVERY UNITS SHALL BE LESS THAN 2 PSI (13.8 kPa) FOR INDIVIDUAL UNITS CONNECTED TO THRE OR MORE SHOWER& R403,5.5 EfCTRIC WATER HEATER NSULATION. ALL ELECTRIC WATER HEATERS IN UNHEATED SPACES OR ON CONCRETE FLOORS SHALL BE PLACED ON AN INCOMPRESSIBLIE, INSULATED SURFACE WITH A MINIMUM THERMAL RESISTANCE OF R-10. R403.6 MECHAWCAL. VNTILATION �MANOATGR4 THE BUONG SHALL BE PROWED Imw YER11LATION THAT MEM w REQUIRRAENTS OF THE INTERNAN AL RESIDENTIAL CODE OR INTERNATIONAL MECHANICAL CGDE� AS APPLICABLE, OR WITH OTHER APPROVED MEANS OF VENTIO.TION. OUTDOOR AIR INTAKES AND D(HAUSTS SHALL HAVE AUTOMATIC OR GRAVITY DAMPERS THAT CLOSE MEN THE VENTILATION SnffM IS NOT OPERATING. R403.6.1 WHOLE -HOUSE MECHANICAL VENTILATION SYSTEM FAN EFFICACY. MECHANICAL VENTILA11ON SYSTEM FANS SHALL MEET THE EFFICACY REQUIREMENTS OF TABLE R403.6.1. EXCEPTION: WHERE MECHANICAL VENTILATION FANS ARE INTEGRAL TO TESTED AND LISTED HVAC EQUIPMENT, THEY SHALL BE POWERED BY AN ELECTRONICALLY COMMUTATEID MOTOR. rABLE R403.6.1 MECHANICAL VENTILATION SYSTEM FAN EFFICACY I I FAN LOCATION AIR FLOW RATE MOMUM (CFM) MHMW EFFICACY (CFM/VAM AIR PLOW RATE MAXIMUM (Cm) RANGE HOODS - ANY 7-8 CFML'WATT ANY - IN -LINE FAN ANY 2.8 CFM/WATT ANY BATHROOM, UTILITY ROOM ; 10 1.4 CFM/WATf <90 I BATHROOM, UTILITY ROOM � 90 - 2.8 CFM/W ATT __ ANY TABLE R402.1.1 INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT' CUMATE ZONE 5 AND MARINE 4 FENESTRATION U-FAMU� 1 (L28 SKYLIGHT' U-Fxm - 0.50 GLAZED FENESTRATION SHGC'w ... NR CBLNr. R-VAwo 49 - W= FRAME WALL9,'v R-VALUE - 21 Int MASS WALL R-VALUE' .. 21121 FLOOR R-VALUE 389 - OELOW-GRADEvo WALL R-VALUE , 10/15/z1Jn`L+TB SLAB' R-VALUE & DEPTH � 19, 2 ft ��] For Sh 1 foot=304.8mm, 6--continuous insulation, int-- intermediate framing I R-y6es am minhom U-ketom and MC ve mmftums. When hw1aft b fredled in a caity wbkh Is W tho the labd or desip thUmess of the kmlafiw� W compremO R-value of the inWaUm from ARM& T(Ne A101.4 Ad not be Im than the R-vdue pecifled In ft tdlp- b The fennimft U-fador coWmn exdWw skyl*bL The SlfGC Wurnn a#im to edl &zW fenmtrdion. Q'I0/i5/21.+TEr mems R-10 conthwous invil&W on the eAeft of &a vd, or R-15 continuous 'uWdm on the 'mtaW of the wA or R-21 cody bsulaUm ous a bzmcd bnmk bdwm ft dd (md te basumt,ad ot N interior of t% ��wt wall, -10/15/21.+TB' Ad be pumitted to be met with R-13 ordy Insulation on the intalm of the boomt wd Ous R-5 conthmo EnmRft on the intafor or extffior Gf the vx6L W means thumd bred betwem flow ft md bmmmt wd d R_10 CMftoUS ig"WIM is rqufmd under hoted slab on pde floom Sgo R4OZ7-9,1. * Thffe are no SHGC requirements in the Marine Zone. k0 Resvw& I The mmd R-whm cpOW %ton mom than half the insuloton is on the �fttedcr of the mm wall. I Remed. � For emo rafter- or jM-mWtod o0n% the �wkft nmy be re&ced to R-311 I Resermd. ' Int (mtwnamte tarrmg) domotes standard hming 16 bnehas an center dffi headers �nzuloW wb a min'mm of R-10 �nsulaflcn. I Log cmd sdfd timber wtdls with a minimum owap thicknom of 15 bmdws am exempt tam this hwem wimmant. ELECTRICAL POWER AND LIGHTING SYSTEMS: R404.1 LIGHTING EQUIPMENT �MNDATOR!2. A MINIMUM OF 75 PERCENT OF PERMANBTLY I STAM PS IN LIGHTING FIMRES SHALL BE HIGH -EFFICACY LAMPS. R404.1.1 LIGHTING EQUIPMENT �MANOATORY]l. FUEL GAS LIGHTING SYSTEMS SHALL NOT AVE CONTINUOUSLY BURNING PILDT LIGHTS. M FMCACY COMPACT FLOURESCENT LAMPS, T-8 OR SMALLER DIAMETER IJNEAR FLOURESOT LAMP% OR LAMPS WITH A MINIMUM EFFICACY OR 1. 60 LUMENS PER WATT FOR LAMPS OVER 40 WATTS,, Z 50 LUMENS PER WATT FOR LAMPS OVER 15 WATTS TO 40 WATTS', 1 40 WMD4S PER WATT FOR LAMPS 15 WATTS OR LESS, TABLE R402.4.1.1 AIR BARRIER AND INSULATION INSTALLATION COMPONENT CRITERW AIR BARRIER AND THERMAL BARRIER A CONTINUOUS AIR BMER SHALL BE INSTALLED IN THE BUILONG ENVEIM EXIMOR NMAL ENVE10PE CONTAINS A CONTENUGUS AIR BARRIER, MWAKS OR MNTS IN THE AIR HARRMR SHALL BE SEALED. AR -PERMEABLE INSULATION SHALL NOT - 'BE USED AS A SEALNG MATERIAL - - CAVITY INSULATION INSTALLATION ALL GAVIIIIES IN THE RML ENVIELOPE SHALL BE RM WITH INSULATION. THE DENSITY OF THE INSULATION SHALL HE AT THE MANUFACTUREF9 PRODUCT RECOMilIENDATI01 AND SAID DENSITY SHALL BE MAINTAINED FOR ALL VOLUME OF EACH CAVITY. RATT TYPE IMLATION WILL SIM NO VOIDS OR GAPS AND MANTAN AN EVEN DENSITY FOR THE ENTIRE CAVITY. BATT WSULATION SHALL BE INSTALLED IN TRE REC(MODED CAM DEPTH. WHERE AN OBSTRUCTION IN THE CAVITY DUE TO SMIACES. EILOCKIK BRACK OR OM OMOOR M-M TK BATT PRODUCT VALL BE CUT TO RT X REIMNG DEPTH OF THE CAVITY. WHE]RE THE BATT IS CUT AROUND OBSTRUCTIONS, LOOSE FILL INSULATION SHALL BE PLACIED TO FILL MY SINACE OR CONCEALED VOIDS, AXD AT THE MANUFACTURE�W SPEMED DENSITY. W1qERE FACED BATT IS USED, THE INSTALLATION TABS MUST BE STAPLED TO THE FACE OF TFE STUD. THERE 94AIL BE NO CMIPRESSION TO THE BATT AT THE MO OF THE CAVITY [WE TO WSIF7 STAPLING INSTALLATKIN TABS. NSULATION THAT UPON WALLAM READILY CONFORMS TO AVAILABLE SPACE SHALL BE INSTALLED FWKG THE 9M CAVIT) AND MIN THE MANUFACTURERV DW7Y RECOMMENDATION. CEILING/ATTIC THE INSULATION AND ANY GAPS IN THE AIR RAMUER SEALED ACCESS OPENINGS. DRW DOWN STAR OR KNEE WALL DOM TO UNCONDITIONED ATM SPACES SHALL BE SEALED. BATT INSULATION INSTALLED IN ATTIC ROOF ASSEIMES MAY BE COUPREM AT OMOR WALL LINES TO ALIM FOR ROWRED ATTIC VENTiLATNK WAILS X JUNCTION (F 1HE FOUNDATION AND StLL PLATE SHALL BE SMED, THE JUNCTION OF THE TOP PLATE AND TOP OF MMOR WALIS %kALL BE SMM KNEE WALLS %IALL BE SEAUD CAIATIES MiN COMS AND READM OF FRAME WAO SHALL BE INSULATED BY CMRETELY FILLING THE CAVITY WfN A HATEMAL HAMNG A THERMAL RESISTANCE OF R-3 PER INCH MINIMUM. DaERIOR MMAL EIMOPE INSULATION FOR FRAMED WALLS SHALL BE INSTALLED IN SUBSTANTIAL CONTACT AND CONTINUOUS ALIGNMENT V47H 1K AIR BAFMIR ENDOWS, SKYUGHTS AND DOORS THE SPACE ETWEEN 10DOW/bOOR IAMBS AND FRMNG AND SKYLIGHTS AND FMING SHALL BE SEALED. RN MSTS mm J= SHALL OE INWIM AND wxm x PA e . FLOORS (INGWONG ABOVE -GARAGE AND INSULATION SHALL BE INSTALLED TO MMUTAIN PMANENT CONTACT M UNDERSDE OF SUEFLOOR DECKING. THE AIR CANTILEOED FLOORS) BARMER SHALL BE INSTMED AT ANY EXPOSED EDGE OF INSULATION, CRAWL SPACE WALLS WHERE PROVOM IN LIEU OF RM INSUIAMN, INSULATION SHALL BE PENANENTLY ATTACIO TO THE CRAWLSPACE WALL& DPW EAM IN UWOM CRAWL SPACES SHALL BE COVERED VATH A CLASS I VAPOR RETARDER M OVERLAPPING JOINTS TAPED, SHAFTS, PENETRATIONS DUCT SHAFTS, UTILITY PENETRAT= AND FLUE SHAFTS OPENING TO EXTERIOR OR UNCONDITIONED SPACE SHALL BE SEALED. NARROW CAVITIES BAITS IN NARROW CAMTIES SHALL BE CUT TO FIT AND INSTALLED TO THE CORRECT DENSITY WITHOUT ANY VOIDS OR GAPS OR COMPREMM NARROW CAVITIES SHALL BE F[LLED BY INSULATION THAT ON INSTALLATION READILY CONFORNIS TO THE AVALABU CAVITY SPACE GARAGE SEPARATION AIR SEAIJNG MALL BE PROVIDED BETYM X GARAGE AND CONDITIONED SPACES, RECESSED LIGHTING RECESSED LIGHT FIXTURIES INSTALLED IN THE BUILDING THERMAL ENVEIOPE SHALL BE AIR TIGHT, 10 RATED, AND SEALIED TO THE DRYWALL PLUMBING AND WIRING BATT NSULATION SHALL BE CUT NEATLY TO FIT AROUND INIRNG AND PLUMBING IN EMOR WALLS. THIE SHALL BE NO ;� MDS OR GAIPS OR 0QW9MON WdM CUT TO M. INSULATION THAT OR tNSTAUAM REAMLY CONFORMS TO AVARABLE SPACE SHALL DMD BEHND PIPING AND MUM SHONR/TUB ON EXTERIOR WALL DMOR WAU-S ADJACENT TO SHOV06 AND TUBS SIALL BE iMLATED AND THE AIR BARRIER 1145TALLED SEPARATING THEM FROM THE MWERS AND TLIK ELECTRICAL/PHONE BOX ON EXTERIOR WALLS THE AIR BAWER SHALL BE INSTALLED BMD ELECTRICAL OR 0MUMCATION 6OXES OR AIR SMIED BOM SHALL BE INSTAU.ED. HVAC REGISTER BOOTS ... HVAC REGISTER BOOTS THAT PENETRATE EULDING THERMAL ENVELOPE SHALL BE SEALED TO THE SUBFLODR OR DRYWALL CONGEALED SPRINKLERS *0 REMO TO BE SEAM, CONMALM FIRE SIWMIERS SHALL ONLY BE SEAM IN A MANNER THAT IS REMOMM BY I THE MANUFACTURER. CAULKING OR OTHER ADHESIVE SEAUNTS SHALL NOT BE USED TO FILL VOIDS BETWIEEN FIRE SPRKKLER WAR PLATES AND WALLS OR CEILINGS. ' In adcrftn, inspection of log walls shall be in accordance with the proAsions of ICC-400. R403.7 ECIURUT SONG AND EFFIMCY RATING IMANDATO". HEMING AND COOLING EQUIPMENT SHALL BE SIZED IN ACCORDANCE MIN ACCA MANUAL S BASED ON BUMNG LOADS =W11D IN ACCORDANCE VATH ACCA UAWX OR OTHER APPROVED HEATtKG AND COOLNG CMAUTO METIAOMOMS, TK OUTPUT CAPACITY OF VRTNG AM 0WJNG EQUIPMW 91ALL NOT HE MEATER DO THAT OF THE SMALLEST AVAILABLE EQUIPMENT SIZE THAT DMM THE LOM CALCULATED, DMOING ALMABLE OVERSIZING UMrM NEW OR REPLACEIKENT HEATING AND COOLING EQUIPMENT SHALL HAVE AN MM94CY RATING EQUAL TO OR GREATER THAN THE VNMUhI REQUIRED BY F@Xft LAW FOR THE GEOGRAPHIC LOCATION VMERE THE EQUIRIOT IS INSTALLED, R4017.1 ELECTRIC RESISTANCE ZONE HEATED UNIT& ALL DETACHM ONE- AND TWO-FAMILY DffLLIXGS AND MULTIPLE SINGUE-FAMILY DWELLINGS (TOWNHOU0 UP TO THREE STORIES IN HEIGHT ABOVE MOE PLAN USING ELECTRIC ZONAL HEATING AS THE PMARY HEAT SOURCE 94ALL WTALL AN INVERTER -DRIVEN DUCTIM MINI-SPUT HEAT UP IN THE LARGEST ZONE IN THE DWRM BU[LDNG PERIMIT DRAM40S SIALL SPECIFY THE 1,1EATING EMMENT TYPE AND LI)CATION OF THE HEATING SYS-U. EXCEPTO: TOTAL INSTALLED HEATING CAPACITY OF 2KW PER DWRIAG OR LESS. R4018 SYSTEMS SWNG MULTIPLE DWELLNG UNITS (MANDATUR'4 SYSIM SERVNG MULTIPLE DWELUNO UNITS SHALL COMPLY VATH SECTIONS C403 AND C404 OF THE WSEC-COMMERCIAL PROVIMS IN LIEU OF SECTION RM R4019 SM MELT SYSTEM ONTROISIMANDA. SNOW AND ICE-MELTNO SMMS, SUPPLIED TMGH ENERGY SERVICE TO THE BUILDING, SHALL INCLUDE AUTOMATIC CONTROLS CAPABLE OF SMITING OFF THE SY.M *0 ' PA TEMPERAW IS MW SOT, AND NO PRECIPITATION IS FAWNG AND AN AUTOMATIC OR MANUAL CONTROL THAT MI ALLOW SHUTOFF WEN THE OUMM TaIPERATURE IS ABOVE 40T, ADDMONAL ENERGY EFFICIENCY REQUIREMENTS- R4061 SCOPE THIS SECTION ESTABMES OPIMS FOR ADDITMAL CRITERIA TO BE MET FOR ONE- AND TWD-FAHLY DWILINGS AND TOSHOUSES, AS DERED N SECTION 101.2 OF THE INTERNATIONAL RESIDENTIAL CODE TO DEMONSTRATE COIRMCE WITH THM CODE. R406.2 ADD11IONAL ENERGY EFFICIENCY RETOMOTS WMATORY� EACH DWEWNG UN[T IN A RESIDENTIAL BUILINNG %IALL 0011PLY NTH SUFFIaENT OP`TtONS FROM TABLE R406.2 SO AS TO ACHEVE THE FOLIMG LUNNUM NUMEMR OF CREDM* 1. SdAUL DVIIIING UNIT . ..... . .. . ........ 15 CRIMITS DMNG UNITS LESS THAN 15M SQUARE FEET IN CONDITIONED FLOOR AREA VATH LESS THAN 3M SQUARE FEET OF FENIESIRATION AREA. MIMS TO DUSTING BUILDINS THAT ARE GREATER THAN 5DO SQUARE FEET OF HEATED FLOOR AREA BUT LESS THAN 15M SQUARE FEET. 2. MEDIUM DVWXG UNIT . ........ 3.5 CREDITS ALL DWELLING UNITS THAT ARE 40T INCLUDED IN #1 OR 11 EXCEPTIM DWELLING UNITS SERMXG R-2 OCCUPANCIES SHALL IF -QUIRE 25 CIMM I LARGE OWELM UNIT- __... DMIM UNITS EXIDEEMBIG 50 SQUARE FET OF COMONED FLOOR AREA. B(CEP1110N., OWEWNG UNITS SERIANG R-2 OCCUPANCIES SHALL REQUX 2.5 CREDITS 4. AMMONS LESS THAN 500 SQUARE FET ... 115 ,MIS TtE DRAM= INCLUDED WITH THE BUILDING PONT APPLICA70 SHALL MTIFY MICH OPTIONS HAVE ED SELECTED AND THE PONT VALUE OF M WM, RECAMM OF %EM SEPARAT MEMNM RMNG , � "', LIU N IV- �'M'_�, D_ ELECTMAL, OR OTHER PERMITS ARE UTILIZED FOR THE PROJECT. Ta EG_ ." E ! M c> t- '122 8, = m w ung ;;3& m U '"", 9 CC �bj _j 22 0- S@ Wv U -� Lo Lo 4 23 .S: !�!!�j ;:= m4c::� Q Q4 ZD U m �2 M ,�e ,�§ = L, "g - ,., m N -. n m 0 �g 'm =__ :m M a -rc La Cn -3-- F- .19 ,� g fm �� =E 1� a_ "c � R'L, �e � 0 a 14 U fl- rl- I T 00 I - m I Q I ro -,j W i;-: a m w -cc (n w 5; La �0 cr--,l LL_ 0 of (' � r1r) Z*: in '19 w �_ to 0 I-__ W = m = 0 P!2 _j X: 3g 9 r� 0� -1 w j M < �! _j , _j r, 0 1 KD = C) - = CN I o E3 7: I— n X: m 0 z gE S2 0 a_ to 0 n 2f Q �Z � -1) 0 SEP 2 0 2011 10 Dotes apply as called out in table below. I Anchor bolts embedded at least 7", or expansion anchors embedded at least 4". See detail SWEL 2 #MASAP can be installed instead of sill bolts with washers. When replacing Yz"O sill bolts use 7-10dx11/2" nails (minimum nailing) and when replacing s/a"O sill belts use 9-10dx11l2" nails (maximum nailing). 3 See detail SWF Connections vary depending on condition, 3a Substitute 16d toe nails @ 8"oc for *A35< 4 See detail SWR. Letter designations a, bl, & c refer to specific conditions. For gable -end roof connections see detail SWll= S See detail SWR is Abutting panel edges require a 2-2x (lamination connection same as WALL WE PLATE), 3x, or greater stud. 8 The plate washer shall extend to within 1/2" of the edge of the bottom plate that receives the sheathing or rim. At double -sided shearwalls, stagger on both plate edges. SHEAR FLOW CONNECTIONS / SPACING SILL -TO FLOOR -TO ROOF -TO WALL BASE PLATE CALL -FOUNDATION 1, 2 -SILL & -WALL S OUT WALL_ 3 4 5/8"O @ 60"ac or 1AA35 ; *H1 @ 16d @ ltl"oc /2„0� 60"oc 48"oc 3a 24"oc 4a 5/8" O @ 60"oc or *A! 35y�@ " # H1 @ 16d @ "(1C 112"0 48"ac 72oc 24"oc 5/8"O @ 43"oc or *A35 @ #LS50 @ 16d @ 4"'aC tf "O s 32"ac 16"oc 24"oc 4 5/8" O @ 32"oc or *A35 @ *L550 @ 36d @ 3"€rc D, 1/2' 16 24"ac S 16"tic 16"oc 41b 5/8"O @ 16`bc or #A35 @ *l S50 @ 16d @ 2"qC E /2"� 12"oc 8"oc $"oc 4$� BALL SHEATHING CALL OUT SHEATHING THICKNESS Elm NAILS 7/16" 8d @ 6"oc 4 7/16" 8d @ 4"oc 3 7/15" 6 8d @ Yoc: 2 7/16' 6 8d @ 2"oc I Deepen the foundation as needed to provide the required holdown embedment into the foundation wall. See Deattl MHE 2 Faster; to the end framiN members of the shearwail, u.n.o. 3 FOUNDATION ANCHOR may be extended with threaded rod and coupler as required, 4 Provide the minimum embedment and edge distances specified by the manufacturer, S Attach to (2) 2x studs minimum (lamination connection same as WALL BASE PLATE; stagger nails), u.n.o. 6 See detail HM for installation. HOLDOWN / STRAP 1, 2, 4, 6 FASTENERS 125 S FOUNDATION ANCHOR t, 3, 4, 6 COMMENTS #ST'HD14/141U 30-16d sinker N/A 6" stem # HT li' 26- *SD #10x21/2 *SWs"x24 6" min fdn wall. 2-2x4 miry post #HD 11-SDS2.5 30- -tSDS1Ax221h #SBix3o 6x6 Min Post OI STC52 44-16d sinker N/A equal number of nails to both connected elements #MST B3 54-10d sinker N/A see detail SS Dili r „r .J �e m SCOPE OF SERVICES These plans and accompanying calculations are for the Lateral Force Resisting System for Wind and Earthquake forces and Cantilevered Foundation Wails. All other structural information has been provided by others. The Wind and Earthquake elements are designed based on the plans provided to Sound Structural Solutions, Inc. If the design is revised, notify this office to see if the Wind and Earthquake resisting elements or Cantilevered Foundatio needs modified. These notes indicate minimum design capacities needed for the Wind and Earhquake resisting elements . If the other structural plans indicate a greater capacity, use that capacity. CC;E All conditions, materials and construction shall conform to the code specified in the DESIGN CRITERIA, or other codes required by the governing jurisdiction. PR Through maintenance and current best practices, provide a building envelope that will preserve the integrity of the structure throughout its lifetime. M Notify Building Department for inspections required by local jurisdiction. SOILS Bearing capacity of soil shall be per DESIGN CRITERIA or greater. Footing shall bear on solid undisturbed level soil devoid of any organic material and below indicated frost line. COMPACM FILL shall consist of predominately Well -Graded, granular soil, free of organic material and debris. Fill should be placed in maximum 8" loose lifts and compacted to a minimum of 95 percent of the maximum density at optimum moisture content determined by ASTM D-1557 test procedures. lBACHFILL shall be free draining and without organic material and debris from one of the following soil classes SM-SC, SM, SP, SW, GC, GM, GP, and GW. FOUNDARM AND RETAViM WALLS Extend footings to undisturbed bearing soil. Do not backfill until all slabs and/or horizontal diaphragms are constructed, otherwise provide temporary bracing to resist movement. There shall be no machine compaction on the retaining side of the structure for a distance equivalent to 2/3rds the wall height. SILL PL.ATIES Use pressure treated 2x plates u.n.o. Embed anchor bolts at least 7" (expansion anchors 4"). Use 3"x3"4.229" washers. There shall be a minimum of two bolts per piece spaced not more than 6 feet apart, with one bolt located not more than 12" or less than 4" from each end of each piece. CONCREf1E fc = 2500 psi minimum (unless greater psi indicated on the plans). 5 1/2 sacks of cement per cubic yard of concrete and a maximum of 6 gallons of water per 94 lb sack of cement. Maximum slump is 4". Segregation of materials shall be prevented through proper handling and placement. REEWMC3WGSTEEL #4 bars and larger shall be Grade 60 deformed bars, and #3 bars shall be Grade 40 (u.n.o.), in accordance with ASTM A-615. Lap splices 32 bar diameters u.n.o. Welded wire fabric shall conform to ASTM A-185 and shall be 6x6 - W1.4xW1.4. Lap one full mesh at splices. EQQIMDRAM Footing drainage per IBC section 1805.4.2 & I:RC section R405,1. WOOD FRAMEW in contact with concrete or masonry, or exposed to weather, shall be pressure treated, Numbers in parenthesis, IE (1-1), refer to corresponding engineering calculations. CONPECORS AND FASTENERS Fasteners, including nuts and washers, and connectors in contact with pressure treated wood shall be hest -dipped zinc -coated galvanized. EXCEPTION Plain carbon steel fasteners, including nuts and washers, in SBX/DOT and zinc borate preservative treated wood in an interior, dry environment shall be permitted. SOLD SAWN LUMBER shall meet the following minimum grades (u.n.o.) conforming to "WWPA GRADING RULES FOR WESTERN WMBER", latest edition: WALL 5 2x HF#2 i QSSE Manufactured trusses are a deferred submittal item designed per CODE section 2303.4 and shall be designed for all loads and load combinations per the CODE. All connections per manufacturer, u.n.o. If truss layout is changed by manufacturer, please notify this office. See applicable detail(s): GEB Trusses which require drag forces shall be designed for a drag force of: Indicated on the plan OVER-FRAMM finless noted otherwise by truss manufacturer, overframe with 2x4 rafters @ 24" oc, Post down w/ 2x4 @ 48" oc, staggered. Brace posts over 6'-0" tall perpendicular to wide face. LNOOD MUMM L PANEL shall meet the performance standards of the "APA" DOC PS1 and PS2 for their intended application (group 5 species not allowed). SIIEARWALLS are indicated on the plans with a bold dashed line and labeled SW. The following letter designation refers to the Shearwall Schedule's SHEAR FLOW CONNECTIONS / SPACING table, and the number designation refers to the WALL SHEATHING table, Multiple combinations of letter and number designations may be present. Wall Line numbers, shown inside triangles, refer to corresponding engineering calculations. Attach rated sheathing (indiicated below) to 2x min STUDS spaced no more than Ifs"oc, u.n.o. See Shearwall Schedule for minimum thickness and fasteners (thickness at point of fastened edges governs shear values). All panel edges shall be blocked. Nail intermediate supports @ 12"oc. Do not penetrate nails past flush. Install squash blocks under the ends of all shearwalls where the framing below does not provide full bearing. Construct cripple walls same as the shearwall above, and gable -ends same as the shearwall below. Rated sheathing: 7/16" OSB rated with a 24/16 span rating. 1/2" CD with a 32/16 span rating. See applicable detail(s): SWE ROOF N'APHRAGM Install either OSB or CD sheathing: 7/16" OSB rated sheathing with a 24/16 span rating; panel clips required when spacing is greater than 20" oc. 1/2" CD rated sheathing with a 32116 span rating. Use 8' x 4' panels with long dimension perpendicular across supporting framing. Stagger panel rows half the long dimension. Nail all boundaries and supported edges with 8d @ 6"oc and interior supports with 8d @ 12"oc, blocking not required u.n.o. FLOOR DIAPHRAGM Install minimum 23/32" rated Sturd-I-Floor T&G with a 24oc span rating. Use 8' x 4' panels with long dimension perpendicular across supporting framing. Stagger panel rows half the long dimension. Glue and nail all boundaries and supported edges with 10d @ 6"oc and interior supports with 10d @ 12" oc, blocking not required u.n.o. COLLECTORS Diaphragms shall be nailed continuously to drag struts, drag trusses and other collector elements at boundary spacing, u.n.o. See applicable detail(s): DTC CONNECT30DNS and fasteners shall be per CODE Table 2304.10.1 u.n.o. The symbol, "*", indicates a hardware connector from the most current Simpson Strong -Tie Catalog. Hardware with equivilent or greater capacities from other manufacturers may be substituted, example you can use USP's Dual Specification Chart to make an equivilent or greater capacity selection. Install per the manufacturer instructions. Fasteners and hardware in contact with pressure treated wood shall be hot -dipped zinc -coated galvanized. HOLDOWM See the HOLDOWN SCHEDULE. See applicable detail(s): HDN I IOBSITE SAFETY Sound Structural Solutions Inc has not been retained or compensated to provide design and/or construction review services related to the contractor's safety precautions or to means, methods, techniques, sequences or procedures for the contractor to perform their work. The undertaking of periodic site visits by the ENGINEER shall not be construed as supervision of actual construction and not make him responsible for providing a safe place for the performance of work by the contractor, subcontractors, suppliers or their employees, or for access, visits, use work, travel, or occupancy by any person, QWNERSHIP CIS DOCLI14EN These drawings and calculations are the intellectual property of Sound Structural Solutions Inc. These drawings may not be used in whole or in part by any person without permission of Sound Structural Solutions Inc. MISCELLANEOUS The contractor shall verify dimensions and conditions at job site. The contractor shall provide temporary bracing as required until all permanent connections and stiffenings have been installed. Do not scale drawings. Pre -fabricated items to be handled and installed per manufacturer's recommendations. 11 k74, FT �. .` X, �"t, � These plans are organized so that more detailed or specific Wbrmation is fouled in the same way by following the direction shown below: GENERAL STRUCTURAL NOTES SCHEDULES, DETAILS and PLANS witl often refer to GENERAL STRUCTURAL NOTES for more specific information. SCHEDULES DETAILS and PLANS will often refer to GENERAL STRUCTURAL NOTES and SCHEDULES for more specific information. DETAILS PLAN'S will often refer to GENERAL STRUCTURAL NOTES, SCHEDULES and DETAILS for more specific information. PLANS See the SYMBOL as well as ABREVIAITONS AND ACRCWMS for other additional information used on the PLATS. The term, TYP L (or TYP), used with a detail calluut or plan note, indicates that the information specified shall apply in all similar conditions, IF YOC1 HA VEANY QU.�STIONS OR CDIt/CERIV5 CON7"AC'7-CIS IMMEDIA TEL Y! VVe can be reacher immediately by phone: (425) 775-1023 For less pressing questions, email us: inbox@ssseng.com Tease help us get to your plans by having this job number handy: s1703 S2 ADUKEVIATIONS Al3V ABOVE E.S. EACH SIDE O.C. ON CENTER A.B. ANCHOR BOLT E.W. EACH WAY P.T. PRESSURE TREATED BLW BELOW EA EACH REINF REINFORCEMENT BiK BLOCK EMBED EMBEDMENT REQD REQUIRED BLKG BLOCKP* EXIST EXISTING SCHED SCHEDULE BTM BOTTOM FDN FOUNDATION SIM SIMILAR BRG BEARING FLR FLOOR STD STANDARD BTWN BETWEEN FRMG FRAMING STRUCT STl2tlCTtIRAL CiR CLEAR FTG FOOTING SW SHEARWALL CLTR COLLECTOR G.T. GIRDER TRUSS THPU THROUGH CONC CONCRETE GR GRADE TYP TYPICAL CONN CONNECTION KORIZ HORIZONTAL U.N.0, LNLESS NOTED CONT CONTINUOUS MAX MAXIMUM OTHERWISE CTR CENTER MFG MANUFACTURED VERT VERTICAL DBL DOUBLE MIN MINIMUM tAd/ WITH DET DETAIL o/ OVER W/o WITHOUT E.E. EACH END oc ON CENTER W.W.F, WELLED WIRE FABRIC Governing Code 15 IBC Risk Category 11 Wind Des Data Basic Wind Speed (3 sec gust) mph 110 Surface Roughness B Wind Exposure Category C Seismic Imp rtance Paccar, L. Im Site Classification D Short Period Acceleration, S, 1.282 1-Second Acceleration S; 0.503 Seismic Design Category D Spectral Response Coefficient, Sos 0,855 Spectral Response Coefficient Sr), 0.503 Soil Data Alto�vable Sail Bear'mg 2000 psf Internal Pressure Coefficient 0.18 lopographic Factor Kt I.00 Wind Importance Factor, I Seismic force Resisting System Table 12,2-1. A-13 Respense Modification Factor, R 6.5 Transverse 6.5 Longitudinal 2010 Equiv. Lateral Force Procedure Seismic Response Coefficient, C. 0.131 Transverse 0.131 Lc>'rgit Anal Seismic Base Shear, V 1701a lbs SSS Number: s1703052 Project Name: Knob Milli Last #3 €inner: Landsverk Quality Homes,, Mc Design Professional: Design Lines O C Zn rn Ln ko O C ORIGIN DATE; 511512017 REVISED: ---rn- CD n NI M 4 n .—a C d VN i:R I C Ln 2 0 2011 BULDING"f BOUNDARY NAILS SHEATHING PER PER NOTES NOTES 30° MIN 2x FLAT BLK wJ DBL ROW OF SSS Number. BOUNDARY NAILS �L WIDTEND RH STRAP AGENT ROSS s 703052 " SHEARWALL TYP 12 MIN 46" MIN TRUSS � Project Name: *C516 TO i0" MIN_ COLLECTOR&BLOCKING 2x4BRACE @48"cewJ _. `/ //�/ / j..� t�i Hill Lot # *A35 AT BTM Owner: /C51'W� Landsve1 Quality GEB GInc ABLE -END TRUSS BRACE '% / ��� WIN / N.T.S. p OPENING % DIAPHRAGM SHEARWALL GEBA COLLECTOR 2X FLAT BLKG /- / ✓ �iiV FR _/ (OR RIM) FRMG / / DOOR To T E project Location: OPENING ✓ ✓ �306 192nd PL SW Edmonds, W STRAP / '. � } / f (8) 16d EVENLY SPACED, 16d @ 16" oc j// • 2x F S-/: Design Professional: 7 TYP U.N.O. TYP FACE NAILSDesign Lines % CSB COLLECTOR SPLICE TO BLOCKING N.T.S. FTO FORCE TRANSFER AROUND OPENINGS ELEVATION VIEW €it a ` M SB STRAP TO BEAM ;; MIN N.T.S. FTOA o 3i N.T.S. SBAB ,' � ` "� � ' c *MTS2�l MIN wJ 4'-0" MIN _ � MIN (7)10d x 119 ; SPLICE ---i TO EA MEMBER � U ^ U.N.O. DBL 2x STUD ROOF DIAPHRAGM *1550 @ SHEARWALLS cam"! N PER STRIiCT NOTES �i PER SCHED LU EDGE NAILING SW SHEATHING EDGE NAILSAr TPS DOUBLE TOP PLATE SPLICE � U COLLECTOR OR RIM HOEDOWN N.T.S. TPSA SOLID *H2.5A MIN #H1 @ *H2.5A @ canU EMBEDDED TOP PLATE BLKG SHEARWALLS STRAP WALL MEMBERS F MEMBERSALL � Z �. U.N.O. @ � � STRAP SHOWS BOUNDARY NAIL ALONG BOUNDARY NAIL ALONG SHEARWALLS CTP COLLECTOR TO TOP PLATE LENGTH OF COLLECTOR LENGTH OF COLLECTOR AROUND CORNER a E N.T.S. CTPD STUDS PER r"° HQLDOWN SCHED SHEARWALL w TRUSS OR RAFTER BEARING o SW SHEATHING COLLECTOR — U DIAPHRAGM PER Is EDGE NAILING 2x STUD STRUCT NOTES SWR SHEARWALL ROOF CONNECTIONS TRUSS COLLECTOR INTERMEDIATE FRAMING ABUTTING PANEL EDGES N.T.S. S RQ ) Ln 0 THREADED ROD X O O COLLECTOR* A TYP DTC DIAPHRAGM TO COLLECTOR HOEDOWN 2x STUD ANCHOR N.T.S. DTCn SHEARWALL j SW BASE PLATE SHEARWALL SW BASE PLATE l�'1 DIAPHRAGM SHEATHING SPLICE PER STRUCTURAL NOTES SHEATHING SPLICE MFG GABLE -END TRUSS m ,y; 2x4 BLOCK 2x4 BLOCK HOC HOLDOWN AT CORNER M *HDU5 EXTENT OF EXTENT OF ' SHEARWALL N.T.S. �A SHEARWALL SHEATH PER SW BLW SHEATH PER SW BLW SHEARWALL BELOW HQL.t1 � TPS SWF SWR EDGE NAILS, TYP EDGE NAILS, TYP t CRIPPLE STUD DOUBLE TOP PLATE CTP2 COLLECTOR TO TOP PLATE SHEATH .--� GEB az> ray: `sq SHEATHING SPLICE MFG TRUSS SHEATHING SPLICE N.T.S. CTPB MSTC STRAP � SHEARWALL SHEARWALL This space reserved for I� HEADER HEADER SHEARWALL WITH BEARING TRUSS SHEARWALL TRUSS PARALLEL governing jurisdiction stamps D STRAP ACROSS SW 6x6 SWF SHEARWALL FLOOR CONNECTIONS • 10d @ EVERY OTHER ---�-- HDUll NAIL HOLE / N.T.S. SWFB HDU11- A MSTC STRAP- A *CS16 ./ 14" MIN (11)10d TOP PLATE NAILS WALL BASE WALL t 5 WALL PLATE CONN ._......._,.,,.m_._.__.._...._............._._...r...�......_._._.. � 4/s HTT5KT PER SW SCHED DIAPHRAGM PER 2„ � ;-` ANCH PER STRUCT NOTES SW SCHED RIMIBLKG ANCH PER Zx6 FLAT Zx SILL U.N.O. SW SCHED SHEARWALL BLOCK STIiD14 PER SW SCHED EDGE NAILS 2x SILL U.N.O. ORIGIN DATE: 5/1512017 FDN FDN PER SW SCHED Ln KING STUD CRIPPLE STUD BASE PLATE SWB SWF REVISED: --- M O HD14- A H7 KT- A TRIMMER STUD SHEARWALLS TO FOUNDATION SHEARWALLS TO FLOOR TO FOUNDATION a CTS COLLECTOR TO SHEARWALL � HDN HOLDOINNS SWE SHEARWALL ELEVATION TT� SlWB SHEARWALL BASE PLATE & FOUNDATION CONNECTIONS CL N.T.S. HDNA N.T.S. LO N.T.S. SIB Ui, CEO Ln Q HOLDM HOLDOWN ANCHOR a ANCHOR ENI Le Eb e/ FOUNDATION WALL !! EMBEDDED STRAP MINIMUM STEM HEIGHT 1 REQUIRED TO ACCOMMODATE f f� ANCHORAGE PER HOLDOWN SCHEDULE FOOTING I DEEPEN FOUNDATION AS REQD TO ACCOMODATE FOR HOLDOWN L — — — EMBEDMENTS INTO WALL MHE MINIMUM HOLDOWN EMBEDMENT N.T.S. MHE TOP OF DBL TOP PLATE { ..__._....._._... E E I � MAX HEIGHT OF FRAMED WALL _ 8" (U,N.O.) THICK i STEM WALL #4 STD HORIZ HOOK 1800 E.E. @ 10"oc MAX & 244 @ TOP AS REQD 1y2RCLR TYP (28"MIN) #4 @ 8"0c MAX (3 MIIN) w/ STD HOOK INTO FTG 10" MIN CS RAISED CONCRETE STEM N.T.S. — FRMG, TYP EXAMPLES SHOWN TOP OF CONC STEM 6-0" MAX w/ OPTIONAL STE"i WALL 6'-0" MAX w/o TOP OF SLAB OPTIONAL STEM WALL OPTIONAL STEM WALL UNDER ALL 3TUR FTG w/ TYP MIN 344 CONT FOUNDATION WAI I - ('ANTiI FVFR N.T.S. OF FTG RSCA SCHEDULE ACI 318-14 IWCB 45 2000 0 5 DIMENSIONS ID H A e C D (FT-M) (IN) (M) (IN) (I4) 6 6-0 28 8 8 10 7 7-0 24 8 16 10 8 8-0 34 8 16 10 9 9-0 44 8 16 10-0 44 10 16 El210 2 REINFORCEMENT *i ID DOWEL *2 LAP (IN) VEU*2 cow 6 #4 @ 6 32 #4 @ 12 #4 @ 12 #4 @ 10 7 #5@8 40 #5@16 44@12 #4@10 a #5 @ 6 40 #5 @ 12 #4 @ 12 #4 @ 10 9 #5@5 1 40 #5@10 #4@12 #4@9 10 #5 @ 5 40 #5 @ 10 #4 @ 10 #4 @ 9 -1wJ es: 1 Clear cover requirements (3" to soil, 2" to forms in all other locations) 2 DOWEL and VERT may be the same piece provided be size and spacing', Df the DOWEL is used FWCB PARTIAL FOUNDATION PLAN 1/411 = 11-011 DO NOT SCALE - VERIFY ALL DIMENSIONS WITH ARCHITECTURAL SHEETS PRIOR TO CONSTRUCTION SSS Nt,mber: s1703052 Project tame: Knob Hill Lot #3 Owner-, Landsverk Quality Monies., Inc Project Lotion: 9306 132nd PL SW nionds, WA Design Professional: Design Lines M N O AW !A` 1 r1 Lr) N E O Cr N cNn N 0 V CD d.} to X O A BUILDING, 47Ati AE B LOWER FLOOR SHEARWALLS & FRAMING ABOVE SYMBOL GSLEXP ------------------- DIAPHRAGM BOUNDARY Represents boundaries of the FLOOR DIAPHRAGM and ROOF DIAPHRAGM. DIAPHRAGM PROJECTION Represents elements such as roof eaves, facades, and the like. SHEARWALL Represents walls which are shearwalls and shows the extents of that wall. Connections per the SHEARWALL SCHEDULE. *HOLDOWN MODEL HOLDOWN Represents holdowns which are located at the bottom of the wall where it is called out. Connections are wail -to -wall or wall -to fdn u.n.o. Connections per the HOLDOWN SCHEDULE. SSS Number: s1703052 Project Name: Knob Hill Lot #3 Owner: Lan►erik Quality Honws, Iris Project Location: Ednwnds,, WA Design Professional: Design Lines M l'V 0 0o r. Ln N U E O U CD C W Ln En O U Cn C a� n V ) 9 L C 44 ORIGIN DATE: 5/15/2017 REVISED: ---- M Q N 4 M O rl N DO NOT SCALE - REFER TO ARCHITECTURAL SHEETS FOR DIMENSIONS BALLOON STUDS TF SHALL BE 2A0q16' Rw> SYMBOL LEGEND ------------------- DIAPHRAGM BOUNDARY Represents boundaries of the FLOOR DIAPHRAGM and ROOF DIAPHRAGM. DIAPHRAGM PROJECTION Represents elements such as roof eaves, facades, and the like. SHEARWALL Represents walls which are shearwalls and shows the extents of that wall. Connections per the SHEARWALL SCHEDULE. ;tHOLDOWN MODEL HOLDOWN Represents holdowns which are located at the bottom of the wall where it is called out. Connections are wall-to-wall or wall -to fdn u.n.o. Connections per the HOLDOWN SCHEDULE. watt uNE BYE A � 'tea E C MAIN FLOOR SHEARALLS & FRAMING ABOVE 1/4" =1'-0" DO NOT SCALE - REFER TO ARCHITECTURAL SHEETS FOR DIMENSIONS <A 31RDER TRUSS TO )RAG FORCE OF .920 Ibs )10 Ibs <M SS5 Number: s1703052 Project Name: Knob Hill Lot #3 Owner: Landsverk Quality Homes, Inc Project Location: 9306 192nd PI_ S Edrmnds, WA Design Professional: Design Chia ff) c14 0 00 Ln d- 0 V t71 C N cn cn V) 0 V rn c V) Ln x c ORIGIN DATE: 5/15/2017 [V Ln REVISED: ---- a 0 ENTIRE HEIGHT Of WALLS SHALL BE SHEATHED FROM FLOOR TO ROOF S"Y'M B 0L LEG E N D SLEXP ------------------- DIAPHRAGM BOUNDARY Represents boundaries of the FLOOR DIAPHRAGM and ROOF DIAPHRAGM. DIAPHRAGM PROJECTION Represents elements such as roof eaves, facades, and the like. SHEARWALL Represents walls which are shearwalls and shows the extents of that wall. Connections per the SHEARWALL SCHEDULE. #HOLDOWN MODEL HOLDOINN Represents holdowns which are located at the bottom of the wall where it is called out. Connections are wall-to-wall or wall -to fdn u.n.o. Connections per the HOLDOWN SCHEDULE. BALLOON FRAMED WALL SSS lumber, s1703052 Project Name - Knob Hill Lot #3 Owner: nte5, Inc ftject Location: • 0.- 192nd PL SW .., ;�, s, Design Professional: Design Lines ORIGIN DATE: REVISED: M O n UPPER FLOOR SHEARWALLS & FRAMING ABOVE 1/4" =1'-0" DO NOT SCALE - REFER TO ARCHITECTURAL SHEETS FOR DIMENSIONS