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HomeMy WebLinkAbout21504 87 AVE NE_BLD1286_2026 1 RESIDENTIAL PERMIT APPLICATION Department of Community& Economic Development �ixNG10� City of Arlington• 18204 59th Ave NE • Arlington, WA 98223 • Phone(360)403-3551 THIS APPLICATION IS TO BE USED WHEN APPLYING FOR A NEW SINGLE-FAMILY, DUPLEX, TOWNHOUSE, ADDITION, DECK,OR ACCESSORY STRUCTURES. THIS APPLICATION MUST BE ACCOMPANIED BYTWO(2)SETS OF CONSTRUCTION DRAWINGS AND TWO(2)SETS OF STRUCTURAL CALCULATIONS. THE APPLICATION MUST ALSO INCLUDE THE PLUMBING SUBMITTAL AND THE MECHANICAL SUBMITTAL FORMS. THE ZONING VERIFICATION MAY BE SUBMITTED PRIOR. � 0 87th Ave N.E. Project Address: Plat: 2/50H i3 Single-family ❑ Duplex ❑ Townhouse ❑ Addition ❑ Accessory structure Proposed Area: 111 Floor: - 2"d Floor: +3 3_�(r . Garage: 43-3-^ Total SF: Z813 ry y y 1736 '-( if) Describe Proposal (include cross street): New SFR 2 car garage 3/4 bedrooms h8"efl IrZ 0 p o a Valuation: Owner: Hoyer Homes, LLC Address: 1801 Grove St. Unit B City: Marysville State:WA Zip Code:98270 . Phone: 4258792494 Email: hoyerhomes@gmail.com Applicant: Hoyer Homes, LLC Address: 1801 Grove St. Unit B City: Marysville State: WA Zip Code:98270 _ Phone: 4258792494 Email:hoyerhomes@gmail.com Contractor: Hoyer Homes, LLC Same Same WA Same Address: City: State: Zip Code: Phone: Same Email: Same Contact Person: Keith Hoyer License Number:hoyerhl879k3 Expiration: 5/17 6/16LP Page 1 of 3 RESIDENTIAL PERMIT APPLICATION Department of Community & Economic Development City of Arlington • 18204 59th Ave NE • Arlington, WA 98223 • Phone(360)403-3551 Plumbing Section (continue filling out 'rf plumbing is involved) (Check all that apply and indicate the number of fixtures proposed) �l Bath/Shower Combo (4.0) x 2 ❑' Sink (1.5) x (� Shower (2.0) x 1 [] Lavatory (1.0) x Q Clothes Washer (4.0) x 1 f7 Water Closet (2.5) x �/j Dishwasher (1.5) x 1 ❑ Water Heater x Q Hose Bibb (2.5) x 2 Water Heater Model # ❑ Other (list) x Plumbing Section Continued Proposed Water Piping Size: 1 Proposed DWV Material: ABS Proposed Piping Material: Pex Proposed DWV Size: 3" various • All hose bibs required to be equipped with Atmospheric Vacuum Breakers per ASSE 1019 • All water supplies at 80psi or greater shall have Pressure Reducing Valves (PRV) 6/16LP Page 2 of 3 RESIDENTIAL PERMIT APPLICATION Department of Community & Economic Development City of Arlington• 18204 59th Ave NE •Arlington, WA 98223 • Phone(360)403-3551 Mechanical Section (continue filling out if mechanical equipment is involved) Select proposed appliances: Furnace (80+) Model# AFUE 95% U Heat Pump Model# SEER HSPE ❑ AC Unit Model# SEER EJ Type II Hood ❑ Commercial Cooking Appliance 0 Hydronic Piping ❑ Boiler ❑ Solid-Fuel Appliance ❑ PV System ❑ Fireplace Insert ❑ Outdoor BBO ❑ Storage Tank ❑ Freestanding Stove ❑ Gas Piping ❑ Other Gas Piping Information Not Applicable: ❑ iron Pipe Material: Pipe Size: 1/2" Total BTU's of all Appliances:250k Distance from Meter to Furthest Appliance: 0 • New gas piping requires a pressure test to hooking to any appliance • Sediment traps (drips) are required on all gas lines • Gas lines are required to be supported/secured every 6 to 8 feet • Proper combustion air and venting required for all appliances • A shut-off is required within 6 eet of all appliances Applicant Signature: Date: 1_j" I'� Print Applicants Name: r, 6,116LP Page 3 of 3 12x24 --- GENERAL NOTES 14,01',15TRUCTION TO COMP"LY WITH'Tf4F_2015 IRC,2015 IBC,2015 12 Imc,2015 UPC,2015 NFG,2015 NEC,2015 IFC,2015 MCC.2015 W5EC 2.WHERE CONSTRUCTION DETAILS ARE NOT SHOWN OR NOTED, THE TYP. b PROCEDURE SHALL BE PREFORMED TO STANDARD CONSTRUCTION PRACTICES, I� Cam; 1 s 3.THE CONTRACTOR SHALL VERIFY ALL DOOR&W1I4DOW ROUGH OPENING _� C� I _._ DIMEN51ON5 KITH MANUFACTURER PRIOR TO CONSTRUCTION. -� 4.ALL FRAMING ANCHORS,HOLDOWNS, &5HEARWALLS SHALL BE INSPECTED PRIOR TO COVERING. I (j { i I ' I I 1 � V 1 l 5.ALL GLAZING TO COMPLY WITH W5EC 2015. �- ; - -- - b.WINDOW5 SHALL BE INSTALLED AND FLASHED IN ACCORDANCE 4"GABLE FXTRU51ON - /---4"GABLE EXTRUSION WITH THE MANUFACTURER'S WRITTEN INSTALLATION INSTRUCTIONS. _ WRITTEN INSTALLATION INSTRUCTIONS SHALL BE PROVIDED BY THE MANUFACTURER FOR EACH NINDOK 7.CAULK ORYVEATHER-STRIP ALL JOINTS AND PENETRATION5 TO HEATING 5PACE5. LATE LINE 8.APPROVED NUMBERS(ADDRESS)SHALL BE PROVIDED IN A W _ POSITION TO B PLAINLY VI51 LEGIBLE T S 12- Y=: „g - OR ROAD FRONTING THE PROPERTY THESE NUMBERS SH NTRAST SHINGLE SIDING WHERE SHOWN WITH THEIR BACKGROUND.AND SHALL BE A MINIMUM OF 4 iNCHtS. I I I f + a I I 9, EGRESS DOORS SHALL BE READILY OPENABLE WITHOUT THE USE w; OF A KEY OR SPECIAL KNOWLEDGE OR EFFORT. 10. OUTDOOR LIGHTING PER W5EG 2015 505.3 11. EXTERIOR STAIRV4AY5 AND LANDINGS MUST BE LIGHTED PER 2015 IRC _. 303.6 IOU12.A PRE55URE REGULATOR, PRECEDED BY A STRAINER SHALL BE _ -.., $' TYP. PLATE HEIGHTS READILY ACCESSIBLE,AND W W ILL BE REQUIRED ON THE ATER 4) HORIZ. SIDING SUPPLY TO THE HOUSE.THIS DEVICE SHALL BE LOCATED IN THE 12 _p 82-515" TYP 5TTM Of HEADER H� GARAGE WITH THE BUILDING SHUT OFF VALVE FOR THE WATER PER 2015 UPC 608.2. 4x CORNERS_ 6 UPPER FLR 15. PROVIDE AN ADEQUATELY 51ZED EXPANSION TANK AT THE HOT 0 6112 LATE WATER TANK A5 REQUIRED PER 2015 UPC b08.3. LINE 14.YVATER PRE55URE-ABSORBING DEVICES SHALL BE INSTALLED AS L CLOSE AS POSSIBLE TO ALL QUICK-ACTING VALVES[HAMMER _ 1. ARRESTORS,SHOCK ARRESTORS](CLOTHES YVASHER5, DI5HWASHERS, ICE MAKERS ETC.)PER 2015 UPC ba9.10. 15.ALL HOT AND COLD WATER PIPING INSTALLED IN UNCONDITIONED 71 M ,, GLAZING IN TOP GRID SPACES SHALL BE INSULATED TO R-3 MINIMUM PER 2015 UPC ��._.._ _ SECTION 313.6. [m E31m16, LOT5 5HALL BE GRADED 50 AS TO DRAIN SURFACE ViAT ` _ AYVAY FROM FOUNDATION YVALLv.THE GRADE SHALL FALL A MINIMUM OF 6 INCHES WITHIN THE FIRST 10 FEET.(SECTION R401.5) CULTURED STONE �} ILA - SOME EXTERIOR DOORS NEED TO BE RAISED AND SET UPON 112" PLYWOOD FURRING(DEPENDING ON MFR)TO . MAIN FLR ALLOW FOR THROW RUG5 ON THE INSIDE SW1NG I EA u 11 �a_ __ _ __ ___ ________ _______________________ ________________________________ ______ _ _____.______ .-___---_ ----------_________---- _ _-----___ ______a 120 sgft � _.ww.ak.r.:wuwr .....w.w.ww.w.w_+.wn....+r ._.r._..r.w.w......_._.M.r._.,r.,..r�.w....w.w.w.r..nJ Nw.w s.w.w.w._.; ._.rv.w.,...w.r.r.ww.r.w.w.rw.w.r.rr.r.w.r.w_.�w,_w._.rw.w..w,w.w.w._.w.w...w.ws..e.r.w.r..r.r._.�r._....r._....__._._......._.r .+....__._.w._.w,_.e.w.w.w.wne._.._w.r.w..wn..s.w.._._..rrr+r.r.w.w'�r._.vm._.sw.w....r.r.r ry FRONT F.LEVATION - a� O MAIN FLUOR 144q sq ft I I�PP>TR OR PLD � � DO R Cat U 1364 R ; F I G ECOPY LABEL IOTY FLOCM MEA WFT 143b s ft 2868 1 1 17.118 -12 sq gft j 3 1 1 20:0 0 364 sq ft I 5068 1 1 3�1.33 TOTALS: 71.11 CITY OF AR LIN TON AR 5Q I ~` 2 q ._,..._.. . ..._..' BUILDING DEPARTMENT L&SM1 b.a j OVED 4 8. 5 . 1 16.0 DA Y 1 10A NdCHANO S•A ORIZED a�a 5:12 5:12 1 17.5 UNLESS AP ROVED BY THE 5.12 sm 2 2 0I 5054 1 .0 BUILDIN INSPECTOR 5a68 1 33.339t sq+ M- b05a 4 30.0 TOTALS: Im.85 I 9 3'I 7.77 TOTAL DOOR&GLAZING AREA UAL.S MIN. AR CAS 50 sq ft LEFT SIpE ELEVATION LIVING AREA. 2813 S. F. _ MAIN FLOOR 1449 sq. ft. UPPER FLOOR 1564 s . ft. GARAGE 591 s . ft. 12x1a __ b F. COVERED PORCH 50 5 . ft. 5. COVERED PORCH 45 s . ft. Received 6:12 JAN 112017 SHEET INOM 1- ELEVATION5 .._.,, 2- FOUNDATION PLAN 3- LONER FLOOR PLAN FIXED, 4- FRAMING ABV. LONER FLOOR PLAN 5- UPPER FLOOR PLAN 5:12 5:12 fir- ROOF FRAMING 5:12 ? GROSS -SECTION/HEAT SIZING 8- ENERGY GORE COMPLIANCE D-1- CON5T. DETAILS POP-OUT WINDOW PLAN: 2813 2015 IRC 30# PSF SIVOYY "OYER HOMES Revised 8t29f2016 l% SHEET 1801 Grove St,Unit B Nam RIGHT SIDE ELEVATION Marysville,WA 98270 A 1 f8"= 1 r-0" ELEVATIONS Phone(360)659-1579 SACK ELEVATION 1 1,-13" A5 NOTED Fax(360)659.3394 OF MIN 0235-2013-01 rat Inc.[>&s�sl�t' FOUNQATION NOTE5: 4x6HF#2 P.T.POST o/24"0or 'GONG.TO BE 5 SACK FC=3'000 FBI @ 28 DAYS. 24x24"x12'FTG _ _ _ _ _ _ _ _ _ _ _ _ _ _ *REINF'G STEEL ASTM A-1515 GRADE 60 OR BETTER, w/P.B.POST to FTG.CONIC ' W-`� F ; F G 'FOOTINGS TO REST ON 2,000 P5F UND15TURBED SOIL. +''r '�--r' MINIMUM CONCRETE COVERAGE OF STEEL TO BE 3"CLEAR @ BOTTOM OF FOOTINGS. -- 2"CLEAR @ OUTSIDE OF VVALL5. - _ ----- -f - 2"CLEAR @ INSIDE OF VILALL5. I "PROVIDE 5/8"MIN. VIA. STEEL ANCHOR BOLTS EMBEDDED T'MIN INTO, __ _ L CONCRETE PER 5HEAR04ALL SCHEDULE. ! 40+-00 1 `" (2)BOLTS PER BILL PLATE MIN.w/1 BOLT LOCATED NOT MORE.THAN 12 � ' � A 1--0e-tA&L. INCHES OR LESS THAN SEVEN BOLT DIAMETERS FROM EACH END OF THE '"- PLATE SECTION. ; ANCHOR BOLT ViA5HERS MUST BE A MIN OF 3"X 3"(SQUARE)X 114 THICK. cp. , 'CONTINUOUS CONCRETE FOUNDATION WITH STEEL REINFORCEMENT `PROVIDE SOLID BLOCKING OVER SUPPORTS. — -" '-' `-' -"` " "` — — -"' S' --- — -- — — — --- � "ALL SHEARVVAL.L FRAMING ANCHORS AND HOLDOWNS TO BE INSPECTED — — — — — PRIOR TO COVERING. D.S _.. .— �.. .�. — — .._.. —. — _.. _.._ — ._. — — _.._ _._. .._... — ,_ ..,.... ._.,.. .® — — ,._.. .._ — — ___. ,_._. .__. ._... — _ — — — _ T . e i �-- ----� B. "IF REQ. DOWNSPOUTS SHALL EMPTY INTO A 4"TIGHTLINE THAT SHALL RUN THE PERIMETER OF THE FOUNDATION AND EMPTY IN AN APPROVED I I I - I ✓ ,, MANNER. EXES G TO BE 18"' MINIMUM BELOW GRADE. U.N.O. iCRAWL AC, "16"X24" N OPENING SHALL BE SCREENED OR GOYERI=D. I I 6"STEM WALL of 5"x12"MIN.FTG TYP.U.N.O. ( I AND WEATHERSTRIP WH-N LOCATED IN HEATED SPACE. CRAWL VENTILATION: `n *NET AREA OF NOT LE55 THAN 1 50, FT. FOR EACH 900$0. FT.OF AREA. I I Q , I o (VdAC 51-51-0405 SEC. R408) t " " a " . 'SHALL BE COVERED WITH'CORROSION-RESI5TANT WIRE ME5H'/a"MAX. �. �'~ 4-E7 4-0 4-f,? Q 4.4 10 OPENING SIZE. s I I TYP. MAX -- 'REa'D=1449 1S.F.1300 S:F I I !" . I U.N.O. I r I *NET FREE AREA PROVIDED PER VENT= 14.5"x6.5"/144 x,`I5= .4G11 S.F. ,D9� 3 PROVIDE (:10 )@4111 S.F. _ '4.91 S.F. I I CRAWL SPACE: in '18"MIN CLEARANCE 12 MIN UNDER BEAMS. I �� � ---- -- ��— — — — E r " L INSULATION WRAP ALL PLUMBING AND DUCTS. 4x8 --- *PROVIDE 6 MIL. BLACK VAPOR BARRIER TO LAY ON GRADE AND T BE LAPPED 12" MIN. RUN UP INSIDE OF FOUND.WALL TO TREATED SILL PLATE. 'PROVISIONS MUST BE MADE TO PREVENT WATER FROM COLLECTING IN 3 SPACE. SUPPORT AND BEAMS NOTES: WOOD COLUMNS. r- 4x8 WOOD COLUMNS SHALL BE APPROVED WOOD OF NATURAL DECAY I I I I I al" RES15TANCE OR APPROVED PRE55URE PRESERVATIVE TREATED WOOD, EXCEPTIONS: 10'-91/4" !'-4" 4" 4'-0" t` 4X6 P.T.POST ON 1, POSTS OR COLUMNS WHICH ARE EITHER EXPOSED TO THE WEATHER _._ __.. ._.._,.:__ _. _ _,.. - __-- .- 2'-6"SQR x10"DEEP OR LOCATED IN BASEMENTS OR CELLARS, SUPPORTED BY PIERS OR I I I I r FTG,w/4#4 E.W. I I METAL PEDESTALS PROJECTING 1 INCH ABOVE THE FLOOR OR FINISHED /4 (3)PLACES a GRADE AND 6 INCHES ABOVE EXPOSED EARTH,AND ARE SEPARATED THERE FROM BY AN APPROVED IMPERVIOUS MOISTURE BARRIER. 2.POSTS OR COLUMNS IN ENCLOSED GR#4,4L.SPACES OR UNEXGAVATED Q AREAS LOCATED WITHIN THE PERIPHERY OF THE BUILDING,SUPPORTED N BY A CONCRETE PIER OR METAL PEDESTAL AT A HEIGHT GREATER THAN _t — — --- — -- -- 8 INCHES FROM EXPOSED GROUND,ARE SEPARATED THEREFROM BY AN tr!1.M '`:.I - ,. -- I I i -- -- — �'— i+wfa" op IMPERVIOUS M015TURE BARRIER, Q11 I I I l 4x10 THIS SM.LINE I/"MIN AIR SPACE tit TOPS, SIDES, OF BEAM ENDS ENTERING CONCRETE ° 4`-8" 4'-3 U4" b'-ld" 5'�S I14° t' IF1° I I WALLS, p 'MULTIPLE JOISTS LAM'D TOGETHER kV-16V STAGGERED @ 16"o.c. &2 I I 1 *A posi vE CONNECTION SHALL BE USED TO ENSURE AGAIN5T UPLIFT AND LATERAL DISPLAGEM>rN"I'. BEARING PARTITION SUPPORT ' -JOISTS UNDER AND PARALLEL TO BEARING CONDITIONS SHALL 13E O DOUBLED. INCLUDING JOISTS USED IN WALL BRACING PANELS. I ( I L------ — — -- — — — — uV " SUP rPORTS MOREITHAN THE DEPTH PERP.TO IOF THE JO ST ST SHALL NOT BE OFFSET FROM LSTHD8 I I �, I R3111.3 FASTENERS. — s. FASTENERS FOR PRE55URE-PRE5ERVATIVE AND FIRE- RETARDANT-TREATED WOOD SHALL BE OF HOT-DIPPED ZING-COATED GALVANIZED I I � c, ` 90 STEEL, STAINLESS STEEL., SILICON BRONZE OR COPPER.THE COATING I I I I I I 0 1 kN 1GHTS FOR ZING-GOAT ED FASTENERS SHALL BE IN ACCORDANCE17 � ! WITH ASTM A 153. I I a;" _ _ — Rt ?:M I LONE-HALF-INCH DIAMETER OR LARGER STEEL BOLTS. 2.FA5TENERS OTHER THAN NAILS AND TIMBER RIVETS SHALL BE I ` I I -' --� 4x$ PERMITTED TO BE OF MECHANICALLY DEP051TED ZING-COATED STEEL 4"CONC SLAB 01 j5. y WITH COATING WEIGHTS IN ACCORDANCE WITH ASTM B 6EI5,CLA55 55, ( I 6 MIL BLACK Y.01 I I fl4 4x6 ALIGNED FROM POINT I I QL MINIMUM.h A5TMjP b95 Glass 55 rminlmum. I I 4-6 ULAK PILL. I �' LOAD ABV,ON 2411SQR x 10" I SLOPE ALL EXTERIOR SLABS AV'JAY FROM BLD'G%" ert'-O"MIN. SLOPE'/4"per 1'"to O.H, DRS. FTG w!3#4 E.W. USE 2x10 P.T.RIM JST.or RA15E FDN WALL E I I THICKEN EDGE of BLAB WHERE EXTERIOR 5.0.6. LANDINGS ARE SHOWN or RE0. I .a I @ O.H.DOOR Y�AYS I I 101-8" FLOOR FRAMING NO 7E5: I 4 I I © ______ DBLJST ALIGNED w1PT.LOADS ABV. I I •ALL FLOOR J015T ARE HEM-FIR#2 OR BETTER U.N.O. I ` ,•TYP.JOIST SPACING @ 16"oc.,U.N.O. I i I 1' 4-3" 3" 4"-3114" 4"-3 1/4" I TSA D 4 4 r O GLUE & NAIL T&G 5UB-FLOOR PANELS I ' I — I ti WAS "SOLIV BLOCK @ NON-T&G UNSUPPORTED EDGES. — -- — -- — — -- — y "PROVIDE CONTINUOUS BLOCKING OR RIM J015T @ PERIMETER. ( I I 1 — — 'PROVIDE LATERAL SUPPORT BLOCKING @ ALL CANTILEVERED JOISTS I I I I _ ._ 4x8 `'' , AND AT BEARING LOCATIONS. l 4�� ax PROVIDE 50LID BLOCKING OR SQUASH BLOCKS UNDER ALL POINT LOADS AND BEARING LOCATIONS. ' t� •PROVIDE BLOCKING AS REQUIRED AT ALL FLOOR PENETRATIONS. PROVIDE JOIST HANGERS AT ALL LOCATIONS AT WHICH JOISTS BUTT t ( I s 2'-6"SQR x10"DEEPI I I a Q I ( a UP TO BEAMS OR OTHER BUILT UP JOISTS, I I __. FTC,w14#4 E.W.I I �,. I ( xOhi Ft1- ULM 'PROVIDE PRESSURE TREATED OR GALVANIZED FLASHING SEPARATION I � \ -a I I ` 2-FTC.w1 #4 E.W. oTTi�j BETWEEN JOIST AND CONCRETE AT ALL LOCATIONS. \ r A�LU5210 u#5INGLE JOIST " " 1 �W2510-2 w/DBL J015T I I 2-a SQR x1a DEEP I I �;; I I CONTENTS ONLY FTG.w13#4 E.W. zs I I STRUCTURAL NOTES FDN./CRAWL SPACE 0.5 I IL — -- _ r — — — __ _. — — — — _ — — — _.... ....... ..._. — 5 W. 1.BOTTOM OF ALL FOOTINGS SHALL BE 18'MINIMUM BELOW LOWEST ADJACENT GRADE,U.N.O. LSTHD8 I I LSTHD8RJ — — 2.SLAB ON GRADE SHALL BE 4"MINIMUM THICKNESS. REINFORCE WITH 6x6 W1.4XWIA WWM OR EQUAL LSTHD8RJ LSTHD8RJ CENTERED IN SLAB. PROVIDE VAPOR BARRIER BELOW SLAB OVER 4"MINIMUM FREE DRAINING GRAVEL OVER` t'-10 !2" I6-3" 2-2" I I - I I CONTRACTOR TO VERIFY FIRM NATIVE SOILS OR STRUCTURAL FILL PER SOILS ENGINEER. —6x12 FTG— �- 3.REFER TO SHEET S3.0 FOR TYPICAL FOUNDATION AND CONCRETE DETAILS. 1 -- I I 746 7 ALL HC?L.L3UWN I_CiCATIOIVS 4.TYPICAL FLOOR FRAMING CONSISTS OF 314"T&G APA RATED SHEATHING(SPAN RATING 48/24)OVER 2XIVS AT �=3 U2N l3"-8112" 16"OC,U.N.O. PROVIDE DOUBLE JOISTS UNDER ALL PARALLEL PARTITIONS THAT EXTEND OVER MORE THAN HALF - PLAN: 2$'!3 2015 1 RC 30# P S F SNOW THE JOIST LENGTH. — — — — 5.GLUE AND NAIL FLOOR SHEATHING w/8d AT 6"O.C.AT FRAMED PANEL EDGES AND AT 12'O.C.IN FIELD,U.N.O. —COFFIN BOX Revised srsr2als 6.ALL CRAWL SPACE BEAMS ARE SHOWN ON PLAN.PROVIDE 4X6 POSTS AT BEAM SPLICES,4X4 POSTS " HOYER HOMES Zp15�� SHEET ELSEWHERE,U.N.O. REFER TO DETAIL 4/D-1 FOR ADDITIONAL REQUIREMENTS. 4x4 HF#2 P.T.POST o/24 0 or 1801 Grove St,Unit 8 MUED 7.REFER TO GENERAL STRUCTURAL NOTES SHEET S1.0 FOR ADDITIONAL REQUIREMENTS. 24x24"x12"FTG 84 112" 10,41 Marysville,WA 98270 3:29-13 GARAGE LEFT w/P.B.POST to FTG.CONN. " Phone(360)659-1679 fox(360)659-3394 42 FOUNDATION & MAIN FLR FRAMING 1/4"= 1'-a° MT# 0215-20013--,0 N©c.a&S Shts — � — � - - _ - - __ op F, > > c 1 t FLOOR PLAN NUT" S. t T '2X6 HIF#€2 EXTERIOR STUD WALLS( 16°'Q.G.W/DBL TOP PLATI & t. LAPPED 48"MIN. 13'-Sa 12'-0' `R-21 IN-)HALL BATT INSULATION W/VAPOR BARRIER. r r *REFER FRAMING PLANS FOR BEAMS�&HEADERS I 'REFER TO ELEVATIONS FOR PLATE HEIGHTS. I *FIRE BLOCK ALL PLUMBING PENETRATIONS. '0VER D PATIO QI7v"L mu- Q *PROVIDE SOLID BLOCKING OVER BEAMS& BEARING WALL5/- I vbx 5,a�5 TOP ec R502.7 131. x *ALL HANGERS I STRAPS BY SIMP50N OR EQUAL 10 op DENOTES SOLID POST OR DBL STUD P05T LAM'D TOGETHER 35 1/4 SILL HT. ° 1 Q� WITH 16D 2 EACH END THEN 12"O/C STAGGERED U.N.O. a 5G SAFETY GLA55/R308.4 BUMP-OUT WINDOW Z 'TO BE PROVIDED IN DOOR A55EMBLIES AND WITHIN A24"ARC,OF 5040 V SW4 5068 v b050 HINGED EDGE OF A DOOR&GLAZING 15 LESS THAN 60"A.F.F. "WITHIN ENCLOSURES FOR TUBS SHOMRS WHEN BOTTOM OF _ GLA5515 LESS THAN 60 ABOVE THE STANDING SURFACE. o Rx6 Ill 2 r ! 1 WHEN GLAZING 15 LE55 THAN 18"ABOVE THE FLOOR AND HAS _ I I DBL 2x6 FULL HT,STDS DBL 2x6 FULL HT.STUDS MORE THAN q 50, FEET OF AREA. E :- --- - DW __. .�. I NEXT TO TRIMMER w/ ., "GLAZING AT STAIRWAY LANDINGS AND WITHIN 60"HORIZ.,OF °D A35 EA.END TO TOP& SUCH LANDINGS WHEN BOTTOM EDGE OF GLAZING 15 LE55 THAN 1 BOT.PLATE(4)PLACES 60"ABOVE FIN15HE0 FLOUR. 0 t� 1 GORIVERFECT WENT `5KYLIGHTS TO COMPLY IN�ITH SECTION R308.6. U.L.APROYED DIRECT VENT`' '� LANDINGS PER R511.3 t I GAS F.P. INSTALL PER MFR OL ! 1 1 SPECS, STAIR WELL ILLUMINATION PER R303.6 4 1 GARAGE R30q.2 SEPARATION REQUIRED. ,,�' ----- 1 "THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND + ITS ATTIC AREA BY NOT LESS THAN 1/2-INCH GYPSUM BOARD rf KITCHEN - 3 APPLIED TO THE GARAGE SIDE, 6ARAGE5 BENEATH HABITABLE. IIl lw. I ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS s� f ABOVE BY NOT LESS THAN 5/8-INCH TYPE X GYPSUM BOARD OR E 204" + n EQUIVALENT.WHERE THE SEPARATION 15 A FLOOR-CEILING i ASSEMBLY,THE STRUCTURE SUPPORTING THE SEPARATION I 1 SHALL ALSO BE PROTECTED BY NOT LESS THAN 1/2-INCH(12.1 a I LIVING MM)GYPSUM BOARD OR EQUIVALENT. 'IN 2-STORY CONSTRUCTION,ALL SUPPORTING WALLS&CEILING'S ,STRUCTURAL BEAMS AND POSTS, TO BE OF TYPE"X"G.W.B. 'A TIGHT FITTING SOLID CORE W©OD DOOR 1-3/6"THICK OR WITH REFER. -SPACE Full Ht Gab Desk Full H#Gab A 20-MIN. FIRE RATING SHALL BE USED BETWEEN HOUSE& } 4 HATCHED WALLS INDICATES 2-STORY WALLS *DUCTS�N THE GARAGE AND DUGT5 PENETRATING THE WALLS � s SWf: - _ FULL LENGTH STUDS TO PLATE LINE OF WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE 0vTO ABV. SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE SHEET IO-9 STEEL OR OTHER APPROVED MATERIAL AND SHALL HAVE NO b OPENINC75 INTO THE GARAGE. R _ _ .5 B'T 2468 ` g FURNACE/WATER HEATER STEEL HWT TO COMPLY WITH ASHRAE qOA-80&LABELED.TO BE P 6-3 U2' °$112" 1'-0' 4'-10' EGtUIPPED WITH A PRESSURE& RELIEF VALVE Wl3/4'"COPPER OR }tf GALVANIZED STEEL OVERFLOW VENT PIPE PLUMBED TO OUT5IDE V-8 Ile T'-0 1/4' &SEISMIC STRAPS FOR HORIZ. FORGES TOP AND BOTTOM, SHALL BE PROVIDED WITHIN THE UPPER AND LOWER 1/3RD OF ITS I VERTICAL DIMENSION. THE LOWER STRAP SHALL NOT BE LESS THAN 4"ABOVE ITS CONTROLS. "INSULATE HWT WITH R-16 WRAP&TO SIT ON R-10 R1610 WHEN E A ? ---4x4 T YP. _ PLACED ON CONCRETE. SHOP �, - 8 _ _ _ _ _ -� � *HVAC ABOVE FLOOR DUCTING TO BE 266A. *HVAC UNIT TO COMPLY WITH 2O0q W.S.E.C.& LABELED?WITH A PERFORMANCE RATING. ' -`T �� `1 'PILOTS, BURNERS, SWITCHES TO BE 18"AFF x `4 Q *COMBUSTION AIR REQUIREMENTS SHALL CONFORM TO THE DINING v +n REOUIREMI NTS OF CHAPTER 7 OF THE INTERNATIONAL A ram- UP �I ' t 'I� O - MECHANICAL CODE(IMC). z 2 ► L . Sd A PROTECT MECHANICAL FROM IMPACT W/BOLLARD WHEN ' 7 LOCATED IN GARAGE. - �'V1'tz- I VENT/W.S.E,C. LSTHDB .- .::.- ` %`°t + RANGE/COOKTOP TO BE VENTED TO EXT.WITH A 100 C.F.M MIN. 1 Sw " FAN. _ 4 o 3"-0 I/2" f5j TUB,SHOWER, W/C. FUR 4 �.WH '� SHOWER TO COMPLY WITH R 301.2 -0 YVATERPROOF BACKING +'12"MIN.ABOVE DRAIN INLE f.R702.4.2 '104 6-0 . _ _ � _ _ � PRESSURE BALANCE OR THERMOSTATIC MIXING VALVES SHALL 73 10-3 1/2' Lk-0. Q�4 ;�, 2 BE PROVIDED FOR SHOWERS AND TUB/SHOWER COMBO @ 2.5 GPM MAX. PANEL EDGE NAIL _ _ _ - ry�� - _ _ _ PROVIDE SAFETY GLA55 ON ALL ENCLOSURES. SHEATHING AT HOEDOWN '� 1 ALL PLUMBING FAUCETS TO HAVE A 2.2 GPM FLOW RE5TRIGTOR. STUD FROM ABV. W/C TO USE 1 6 GALLON MAX. PER FLUSH SECTION P2gO3.2 VC 6068 BEDROOMS 5A5H I +SILLS UP 44" MAX.AFF W/MIN.20 NIDE x.24 ,b HI OPENING &5.1 S.F.MIN. K ALARMS p6 $+-0n it,rU M5 SHALL BE INSTALLED IN THE FOLLONIN6 LOCATIONS.i EACH SLEEPING ROOM (SECTION R314.3) 2.OUTSIDE OF EACH SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS 'SMOKE ALARMS SHALL BE INTERCONNECTED AS INDICATED IN ENTRY THEIP©kNER SOURCE FOR SMOKE ALARMS SHALL COMPLY WITH SECTION R314.4 6,-1r ,,, `CARBON MONOXIDE ALARMS SHALL AL50 BE INSTALLED -m ---— — — — — — --_. — ..� — ..._ .-.._ _ - � � OUTSIDE OF EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE DEN VICINITY OF THE BEDROOMS SECTION R315.1 R315.3 AS / ?t OPENABLE WINDOWS>7t ABV p SURFACE BELOW MUST BE MIN. LsryO4� 24"ABOVE INTERIOR FLUOR � `� `� I CONTRACTOR TO VERIFY = �.,� 43969 ALL HOLOOWN LOCATIONS / I60T0 LSTHDB Sw% 40 SW4 SW4 'sSIOIV/ L� G rl. _ _ __ __ _ __ — - _ _._ 8 LSTHDBRJ L TH — ALLLSTHDBRJ NOTES: Pt/R H � _ � STRU Ut' ALL EXTERIOR WALLS.SW t3 UNO. — REFER TO SW SCHEDULE ON 2/S4.0 FOR 2`-0' W-ON 2-31/2' 2'-II' L 2'.1112' 6'4'1 6`-9 tl1' 'S: CONTENTS ONLY ADDITIONAL INFORMATION , n �� vz' , � � 1 � PLAN: 2313 2015 IRC 30 PSF SNOW FOOT NOTES 3 1lZ -I B"-11i2' HOYER HOMES A"ed 6/29t2m 1 STRAP TOP PLATES PER TYP BEAM POCKET DETAIL ON SHT D-1 1 1801 Grove St,Unit B 2015 IRc SHE" 2 CS16 x3'-(}n STRAP BEAM TO TOP PLATES 4R TIP PLATE TO TO PLATE Marysville,WA 98270 — ` — -I Phone(360)659-1579 x4 3 GS16 'STRAP TOP PLATES TO 2X BLK'(�.BETWEEN FULL HT. STUDS, (2)BAY MIN. — � Y��1J�- — — — t0'-11' LONER FLOOR FLAN Fax(360)659-3394 1l4'"= 1'-0.8 OF MT# 0235-2oi INot inc..US ShYs l JOIST 5FACAN6 BELO7 N FLUM51NG YNALL 5TAlf;* 1 *MINIMUM 36"GUAR 5TAIR YN110TH_R3111 1 ANDIN^I.G. I I?pG EI!I TU I I *A HANDRAIL IN ACCORDANCE WITH_R311,1.1 © � I ` 4� Tr 24'-1 1I2* Imo- I I *A GUARDRAIL IN ACCORDANCE Y41TH_R312.1 2,3,4 *ILLUMINATION REO'D.. FOR STAIRS AND LANDINGS_R3111.5 I *RISER DR TREAD MAXIMUM DIFFERENTIAL 5/,50 R511.1.4.2 MINIMUM HEADROOM 6-b"_R311.1.2 * FIRE BLOCK CONGEALED SPACES BETYqEEN STAIR STRINGERS AT THE 13. I 4 ' S; 12 I u 5. 12 Q I b �DM PULL NEIi6NT TOP AND BOTTOM OF THE RUN. �I — I -, -- zrl/v'l(�2)A35 R3p$�8t3T *ENCLOSED AGGE55IBLE SPADE UNDER STAIRS SHALL BE PROTECTED I I 1/2"6YPSUM BOARD. FULL HEIGHT STUDS N0 JD15T I Y LOR E-RA KILN I � Kam'CLEAR I I I' *ALL FLOOR JOIST ARE HEM-FIR#2 OR BETTER U,N.O, MIN.4" I I *TYR JOIST SPACING @ 16"o,c.,U.N.O. L:..:_,._...- 21 -- 6/I�,,1 _ _ _ GLUE& NAIL T&G SUB-FLOOR PANELS. SW4 SW4 50LID BLOCK a NON-T&G UNSUPPORTED EDGE5. RUG -- - *PROVIDE CONTINUOUS BLOCKING OR RIM JOIST CAA PERIMETER. * PROVIDE LATERAL SUPPORT BLOCKING ALL CANTILEVERED JOISTS 4x8 HDR � 4x8 HDR � �+�o�#Z. 2 C� } A' DBL x6 FULL HT,STDS APROVIDE SOLID BND AT BEARINO LOCKING OR SQUASH BLOCKS UNDER ALL POINT NE Q TRIMMER w/ A35 EA p 70 TOP& LOADS AND BEARING LOCATIONS. ' JC715T MAY SE - 1 * PROVIDE BLOCKING AS REQUIRED AT ALL FLOOR PENETRATION5. - BOT.PLATE PLACES PROVIDE J015T HANGERS AT ALL LOCATIONS AT NHICH J015T5 BUTT SHIFTED UP TO 3"' TO A\/00 PLUMBING ! UP TO SEAMS OR OTHER BUILT-UP JOISTS. o ___.... _. PROVIDE PRESSURE TREATED OR GALVANIZED FLA5HING SEFARATIOI4 STRUCTURAL NOTES UPPER FLOOR FRAMING BETVgEEN J015T AND CONCRETE AT ALL LOCATIONS. _ o a, LU5210 w/SINGLE JOI5T 1.TYPICAL FLOOR FRAMING CONSISTS OF 314 T&G APA RATED SHEATHING(SPAN RATING 48124� s ( �� ;`� a HUC46 � , ,.LU5210-2 wi DBL J015T 4 )r o OVER 2X10AT 16"ON-CENTER O.C. U.N.O. PROVIDE DOUBLE JOISTS UNDER ALL PARALLEL w 3 ALLtnj FRAMING CONNECTORS REFERENCED SIMP50N OR EQUAL PARTITIONS THAT EXTEND OVER MORE THAN HALF THE.MOIST LENGTH, " n ' E 2. GLUE AND NAIL FLOOR SHEATHING W/BD AT 6 oc AT FRAMED PANEL EDGES AND AT 12 O.C. IN ., NOTE: tn FIELD,U.N.O. _ ALL GLULAM BEAMS ARE 24F-V4 U.N.Q. 3.ALL HEADERS SHALL BE 2 2X6 U.N.O. REFER TO DETAIL 3/S4.0 FOR ADDITIONAL �� �LQ K + ( � " ALL HEADERS OVER fi REQUIRE DBL TRIMMER UNO REQUIREMENTS. z; ALL EXTERIOR POST HF#2 P.T. U.N.U. 4.PROVIDE(2)BEARING(TRIMMER)STUDS AT EACH END OF ALL HEADERS AND BEAMS,AND ALL EXTERIOR BLS HF#2 P.T. U.N.O., GIRDER TRUSSES 6'-0"IN LENGTH AND OVER, U.N.O. BLOCKING HUC46 u-' ALL CONNECTORS ARE SIMPSON OR EQ. 5.WHERE POSTS OCCUR PROVIDE SOLID VERTICAL GRAIN BLOCKING SOLID THRU FLOOR TO I 2 4 MATCHING SUPPORTS BELOW, U.N.O. HATCHED WALLS INDI TES 2-STORY WALLS 6,REFER TO SHEET S4.0 FOR TYPICAL WOOD FRAMING DETAILS. 2 W6 FULL LENGTH STUDS TOP LINE OF WALLS 7.REFER TO GENERAL STRUCTURAL NOTES SHEET S1.0 FOR ADDITIONAL REQUIREMENTS € ABV. (4)LAYERS OF 1/16 PLYYV00D RIM. a GLUE AND NAILED bd R.S. 4"o.c. _ FRAMERS NOTE: 11 i12 TO CENTER OF 0 4x4 wl PG— 2-2x6 TUB DRAIN FROM INSIDE OF YVALL I TOILETS{fir 15 1/2;r 3-118 x7.5 GLB ys► _ FROM Y`�ALL;;�. 2x -VERIFY IF IN DOUBT-i 6 - - _, I_ _ d OFFSET&ADD F.J.AS REO TO AVOID PLUMBING f LANDING D L l DRIeR VENT IN 5OFFIT r' 2x8 Q 16"'o.c. 0 a A „ UP '� A 7 2.2x6 r, CS�6 1Ll CONT.RIM CS16 2 Dt 7 LSTHp$2 5-1/$x9 GLB i LOWER RC)C3F 3 2x4 pROPPEp H OFFSET&ADD F.J. L... _ CS16 R - - - - A5 R> D TO AVOID 265 SQ FT1150= CS16 _ PLUMBING 1.76 S.F. VENTILATION REQUIRED VS4. I I E jr jr A PANEL EDGE NAIL 100% SHALL OCCUR @ EWES 'SHEATHING AT HOLDOWN 2 �; 3-118 x9 GLB OL STUD FROM ABV I SET ABV.P.L. 2-24 3154.1 act x f PROVIDE MIN. 22 VENTED BIRD @ EAVES =1.78 >t I c. TSAAr 2/S4.1 (� I 't. WAS 1.78 SQ FT VENTILATION PROVIDED ` .. CONT.RIM JST. f ,4 r � 1 " 2 � 04 'a SIO1'�P L � I o STRUCTURAL CONTENTS ONLY 1 mu66wp my rm�IRs 4-2x4' - - — — FOOT NOTES — ;5.1/8 x 16.5 GLB 1,46V P.L. •-- ,-�- ____-__- � � lT =3-2A 1/8 x9 GLB ABV.P.L.3-2x6 r 2-2x6 MIN 1 � C� INSTALL LPC EA.SIDE OF BEAM TO TOP PLATES. b: 12 tu I \\ 6..12 Q CS16 x 3' ti"STRAP-5M,Tt�ropPI �Tm-ft TnTG�'Ft. ca mM TP w05 ALIGN 2-2A0 u ' sr/40 '� •� I CS16 x4:-0"STRAP BM.TO 2x10 BLK"G BETWEEN F.J.(2 BAYS MIN. a 2 .. I f 3-1!$x9 GLB HDR � I 2-2x6 ( � 1-6 LAP 2-2x10 INTO BEAM w!(2) 1f4 I�x6 SDS SCREWS I __ I @ 6"o.c.THRU 2-2x10 INTO BM. I f — 2x6 f i HUC 2-2x6 HDR I SW4 , — 2-2x6 HDR SW4 I C414 Y.4 MI p-RJM 1-0 Lx41 �� lai�T SPUDS — - - - - - - - - - - — xl�i b. 12 I HUG _I 2/S4.2 I `: I.i I 6' 12 mwi ,,, I ,,,�' , PLAN. zs�� 2a�5 SRC �a� PSF SNOW OVER-FILMING: UP TO BC* SNaY�I-14 ib DEAa LO A-17 I I. ROOF TRUSSE5 a 24"o.c. 1.iu Revised slz 016 Z/54.2 HQ�'YER HOMES zotslRc SHEET 2x4 HEM-FIR#2 @ 24"'olc V-0" MAX SPAN k� iI'� 1� 1$01 Grove 5#,Unit B ISSUEDI 2x6 HEM-FIR#2 @ 24"'olc cl'-4"MAX SPAN 4' I - - v - - -�- - - - - - I Marysville,WA 98270 GARAGE LEFT 2x5 HEM-FIR#2 Q 24"olG 1 V-10"" MAX SPAN ' I I UPPER FLOOR FRAMING PLAN Phone(360)659-1579 2xl0 HEM-FIR#2 @ 24"otc 14'-5" MAX SPAN - I_ — — — — __3__ _ ._ — — 1/4"= 1'-0" Fax(360)659-3394 4x4 POST w/EPC TO BEAM 0 M'1"; �Z: 1 -� Q'� {Vot inn,%S Sni"s FLOOR PLAN NOTE5• t '2X6 H/F#2 EXTERIOR STUD WALL5 @16"O.C. W1DBL TOP PLATE& I ! LAPPED 48"MIN. I: ---PATIO BELOW 'R-21 IN-WALL BATT INSULATION W/VAPOR BARRIER. "2X4 EXTERIOR STUD YVALLS @ 16"O.C. @ GARAGE. 'REFER TO FRAMING PLANS FOR BEAMS&HEADERS 'REFER TO ELEVATIONS FOR PLATE HEIGHTS, .00 I I *FIRE BLOCK ALL PLUMBING PENETRATIONS. 24'-5112" I I 19' '1/2" `PROVIDE 50LID SLOCKING OVER BEAMS&BEARING WALL5/ R502.T I f `ALL HAN6ER5/STRAPS BY 5IMP50N OR EQUAL 10=3 3/41 f 164 3/4' 1/2" .p" DENOTES SOLID P05T OR DBL STUD POST LAM'D TOGETHER I WITH 160 2 EACH END THEN 12"10 5TA66I=RED U.N.O. 5G SAFETY GLA55/R308.4 I "TO BE PROVIDED IN DOOR A55EMBLIE5 AND WITHIN A 24"ARC OF HINGI=D ED&E OF A DOOR&GLAZING 15 LESS THAN 60"A.F.F. SW+� I f S I 1 . SW4 `WITHIN ENCLOSURES FOR TUBS&5HONERS WHEN BOTTOM OF GLA5515 LE55 THAN 60"ABOVE THE 5TANDIN6 SURFACE. 'WHEN GLAZING 15 LE55 THAN 18"ABOVE THE FLOOR AND HAS F OPERABLE WINDOWS>72ABV j I MORE THAN q 50. FEET OF AREA. I `GLAZING AT STAIRWAY LANDINGS AND WITHIN 60"HORIZ„ OF SURFACE BELOW MUST BE MIN. 24"ABOVE INTERIOR FLOOR I I SUCH LANDIN695 YVHEN BOTTOM EDGI OF GLAZING 15 LESS THAN I I 60"ABOVE FINISHED FLOOR.. I SKYLIGHTS TO COMPLY WITH SECTION R308.6. LANDINC75 PER R311.3 O I I I STAIR WELL ILLUMINATION PER R503.6 OL f r- °? I s <5 TUB,SHOWER,NO:MA T R BPRM � I 5HOWER TO COMPLY WITH R 301.2 R WATERPROOF BACKING+12"MIN.ABOVE DRAIN INLET.R-702.4.2 ch P PRESSURE BALANCE OR THERMOSTATIC.MIXING VALVES SHALL p PEEN PELOY4 BE PROVIDED FOR SHOWERS AND TUB/5HOWER COMBO @ 2.5 I i GPM MAX. E i PROVIDE SAFETY 6LA55 ON ALL ENCLOSURES, ALL PLUMBING FAUCETS TO HAVE A 2.2 GPM FLOYY RESTRICTOR. W/C TO USE 1.6 GALLON MAX. PER FLUSH. ATTIC ACCE55/R801.1 1N. CLEAR OPENING,WITH 30 MIN. CLEAR HEADROOM. � I I TED IN HALLYVAYS OR OTHER READILY ACCESSIBLE AREAS, I 13G ER-STRIP AND NEATH HRE55/R310 1-4 15t-kO KC K�.b, � ; '11,1.-L r3E BEDROOMS 5ASH 5ILL5 UP +44"'MAX.AFF w/MIN.20"Y41DE x 24" s3 :: I I HIGH OPENING &51 S.F.MI_N.Is 61 :. SMOKE ALARMS SHALL BE INSTALLED IN THE 13KI w ja OIC.? 154,0we---p.,., FOLLOWING LOCATION5.(SECTION R314.3) Ir I so 1. EACH 5LEEPIN6 ROOM 2. OUTSIDE OF EACH SLEEPING AREA IN THE IMMEDIATE VICINITY +36'" 1/2 % I OF THE BEDROOMS M. T WALL I *SMOKE ALARMS SHALL BE INTERCONNECTED AS INDICATED IN SECTION R314.3 Ali OPT_VE5 socFr+ 3oc r+ `THE POPNER SOURCE FOR SMOKE ALARMS SHALL COMPLY WITH rn SECTION R314.4 aw I ' _.. Yra I c� CARBON MONOXIDE ALARMS SHALL ALSO BE INSTALLED- 4 BAH I socFM I ,� OUTSIDE OF EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE -�' VICINITY OF THE BEDROOMS SECTION R315.1 R315.3 YTO CONTRACTOR TO VERIFY ALL HOEDOWN LOCATIONS I F ALL EXTERIOR WALLS SW-6 U.N.O. 3.2" ( Q m REFER TO S111Ii UNED.ON SHT 2/S4. FOR ADD-LIlLft IATtON A ViALL A A u 7 Washer 7 CS1615 POLDC�I Y.Q.U. _ 2668 _ 5W4 2x4 1/2 *+�+ u1 CONT SHTG S R * ( I I —YNIA1 L+35' ss THRU WALL ATTIC ' C' 1 �a OPEN UNDER I / CS167 ACCES ? - I I LAcIDRY I _ _� L L✓ I CS16 - "pg 2668' 2468 . PER 3/S4.0 =- 50b8 _ T" _- (6)PLACES B-VENT I SR SI? I QL 1 I I CLOSET 3'-f►� 5=91/2" }'-4" 4=1p 3'-4" 8'21/2' 6'-0u � �� f I i I I f —A I I 4 5a I ST C�'URAL CONTEWS ONLY 7 3'-3" 4'-3" I'-9u 3'-3° 6'-6" 3"-51/�° 3'-3" 6"-0" $'-3° V-11 1/2" 5'-0 le 40'-0" UPPER FLOOR PLAN PLAN: 2813 2015 IRC 30# PSF SNOW 1/4"= V-0" HOYER HOMES Revised 8I29/2016 SHEET 1801 Grove St,Unit B 2015I Marysville,WA 98270 E Phone(360)659-1579 Fax(360)659-3394 0 MT# 0235-20'1"1 Not ina US SfIfs STRUCTURAL NOTES UPPER.FLOOR FRAMING — -_-. - — —� -' 1.TYPICAL FLOOR FRAMING CONSISTS OF 3/4"T&G APA RATED SHEATHING(SPAN RATING 48/24)OVER 2X10 I! I I AT 16"ON-CENTER(O.0), U.N.O. PROVIDE DOUBLE JOISTS UNDER ALL PARALLEL PARTITIONS THAT 1 ! EXTEND OVER MORE THAN HALF THE JOIST LENGTH. 2.GLUE AND NAIL FLOOR SHEATHING W/8D AT 6"oc AT FRAMED PANEL EDGES AND AT 12"O.C.IN FIELD, U.N.O. 3.ALL HEADERS SHALL BE(2)2X6, U.N.O. REFER TO DETAIL 3/S4.0 FOR ADDITIONAL REQUIREMENTS. I I 4.. PROVIDE(2) BEARING(TRIMMER)STUDS AT EACH END OF ALL HEADERS AND BEAMS,AND GIRDER TRUSSES 6'-0"IN LENGTH AND OVER, U.N.O. e I I 5.WHERE POSTS OCCUR PROVIDE SOLID VERTICAL GRAIN BLOCKING SOLID THRU FLOOR TO MATCHING SUPPORTS BELOW I t I I S ,U.N.O. 6.. REFER TO SHEET S4.0 FOR TYPICAL WOOD FRAMING DETAILS. 7. REFER TO GENERAL STRUCTURAL NOTES SHEET S1.0 FOR ADDITIONAL REQUIREMENTS RQQF FRAMING NOT-5 SW4 I S I, ... SW4 1 ALL TRUSSES SHALL CARRY MANUFACTURERS STAMP, - -` —" 6 Ht! 2.ALLTRU55E5 SHALL BE INSTALLED& BRACED TO MANUFACTURERS SPECIFICATIONS AND LAYOUT. (21 HDR 4x HEADER 5. TRU55ES WILL NOT BE FIELD ALTERED WITH-OUT MANUFACTURERS WRITTEN APPROVAL I T'�"I t,le•Fd I I 4.ALL TRU55FS SHALL HAVE DESIGN DETAILS&DRAW{NGS ON 517E FOR,FRAMING INSPECTION. 5, NON BEARING WALL5 SHOULD BE HELD DOWN FROM THE TRU55 BOTTOM CHORD W/5IMP50N 5TC TO I INSURE THAT THE TRUSS BOTTOM CHORD WILL NOT BEAR ON THE WALL IF NEEDED, I I I 6.ALL CONNECTIONS OF RAFTERS, JACK OR HIP TRU55E5 TO MAIN GIRDER TO BE PROVIDED BY TRU55 MANUFACTURE. , I Q 1.ALL ROOF FRAMING 24"O.G. CL 8. 16"O.H.TYPICAL @ EAVES& 12"O.H. TYPICAL @ GABLE ENDS U.N.O. 9.CONTINUOUS VENTED BLOCKING AT EAVES PROVIDED BY TRUSS MANUFACTURE. I I 10, PROVIDE GABLE VENTS A5 5HOWN ON ELEVATIONS, 12. PROVIDE ROOF VENTS ON BACK51DE OF ROOFLINE ABOVE CONDITIONED AREA. 13. ALL FRAMING CONNECTORS REFERENCED SIMP50N OR EQUAL E v QL ' ' 1 = 1 OVER UP TO 30# SNOV -10 lb DEAF) LOAD �- o Q�- 2x4 HEM-FIR#2 @ 24"o1c V-0" MAX SPAN 'P, 2xb HEM-FIR#2 @ 24"'o/c 9'-4" MAX SPAN 2x8 HEM-FIR#2 @ 24"o/c 11'-10"MAX 5PAN I I S 2x10 HEM-FIR#2 @ 24"olc 14'-5" MAX SPAN ! 44 L .F# ATTIC VENTILATION 0 1825 SQ FT/300 , I I 6.08 S.F. VENTILATION REQUIRED UPPER ROOF I' 50% SHALL OCCUR EAVES � PROVIDE MIN. 38 VENTED BIRD @ EAVES - 3.078 - PROVIDE MIN 8 ROOF VENTS NEAR RIDGE - 2.776 o PROVIDE MIN 1 12x24"" GABLE VENT 0.292 8 6: 12 ON : 12 PROVIDE MIN 1 12x18" GABLE VENT - 0.219 I ' fi. fi SC! FT VENTILATION PROVIDED I s I 1 A 2154.2 A O I II 7 7 Edge of OL Rim Joist 4— 2S0 m III!I,II III,II�IIiII!iIB IiII CONT_ SH©TG04 II�IIIII E1;V_ I THRU WALL ATTIC Center ACCES� of Beam 4x4 Post CL Plan View DUTCH IF MASTER P MASTER 56112 56 1/2, 12 56 112' 16 I0-1 I0-1 W rap Posts with hemlock rHTi M1l I3i column trim 6 1/2 i IdIBEARING POST 6 12 , �.,. ' 6: 1_2% : La O.T. - tBLE Yz WSII=x7 WALLBookshelf 4'-8 1/2" s. — — . — _ — _ 1 12-g D-1 -4 AS TS 'G GABLEw/2x4 FURR-OUT O '� _ IIIIII I cv a ,. 1yy1 CG iI,I' POST PER FDN PLAN BEAM PER PLAN t t � IPLAN: 2813 2015 IRC 30# PSF SNOW IVSION Revised $12901fi DYER HOMES SKEET 'T'-O 1/4" o� xc 1801 B ISSUED � CC+N7 Grove St, t ENTS Marysville,WA 98270 A DIN11N RM ARCHED LL TRUSASBYOERS Phone(360)659-1579 7—v L1 Fax(360)659-3394 ROOF F96M—IN! O 114"= 1'-0" III" 0235-201"1 Not Inc.D&S SnrS Simple Heating System Size;Washington State This beating system sizing calculator is based n the Prescri five R2guirementsof the 2015 Washington State Energy Code(WSEC)and ACCA TYPIi;AL ROOF CONSTRUCTION: Manuals J and S.This calculator will calculate heating loads only ACCA procedures for sizing cooling systems should be used to determine cooling loads. COMP.ROOFING OVER 15# FELT OVER The glazing(window)and door portion of this calculator assumes the installed glazing and door products have an area weighted average U-factor of "7/16" APA-RATED SHMATHING OVER 0.30, The incorporated insulation requirements are the minimum prescriptive amounts specified by the 2015 WSEC. ROOF FRAMING 24" O.G.(SEE FRAMING PLAN)WITH Please fill out all of the green drop-downs and boxes that are applicable to your project,As you make selections in the drop-downs for each section, INSULATION PER COMPONENT WORK SHEET OVER some values will be calculated for you.if you do not see the selection you need in the drop-down options,please call the WSU Energy Extension VAPOR BARRIER AT 51N&L.E:MEMBER VAULTED CEILINGS OVER Program at(360)956-2042 for assistance. 1/2" G.W.S. TYP FASCIA MFL?TRU5515 ` OVERHANG Project information Contact Information ` v MEEK-— Heating System Type: 0 all Other System 0 Heat Pump To see detailed instructions for each section,place your cursor on the word"Instructions". ,n Design Ternoerature Instructions il Design Temperature Difference(AT) 47 L ryssM • AT a tndow(70 degrees)-outdoor Design Tamp Area of Buiiding TYP. EXTEIRIOR 1NAL.L CONSTRUCTION: Conditioned Floor Area A00D SIDING PER ELEVATIONS O/WEATHER BARRIER OVER Y 514X b"IF AA BR. 4) Instructions Conditioned Floor Area(sq ft) 1/2" APA-RATW SHEATHING OVER 2X6 M. 5 H STA 1 V Z LL � 4 ����1 V ;$TUD5 (2X4 -GARAGE) 0 16 O.G. W/DOUBLE TOP PLATE 4 L T qy Average Ceiling Height Conditioned Volume PRESSURE TREATED SILL 7NG. 6"-8" MIN.HEAAD ROOM 4 instructions Average Ceiling Height(ft) #VALUE? R-21 INSULATED BETWEEN STUDS OVER VAPOR BARRIER I ALL PLAGES Glazing and Doors U-Factor X ..,Area. - UA OVER 1/2" G.W.B. 1-1/4 -2"` CONT, ay tnatruccians MW 0.30 119.33 HANORAiL 54-58" HIGH � TY°P. FLOOR CONTRUCTION: Skylights U.Factor X Area UA ilsstYustiaris 0.50 FINISH FLOOR , 4 -- 5/4"T4G APA-RATED STUR.D-I-FLOOR 5UBFLOM Insulation GLUED 4 NAILED TO F.J. PER PLAN OVER 2X10 F.J. PER PLAN Attic U-Factor X Area = UA 1/2" G.W.B. (ABOVE HEATED SPACES) # E Instlucfi®ns 0:025 54.50 R-50 INSULATION FASTENED BETWEEN JOISTS (ABOVE UNHEATED SPACES) _ QL Single Rafter or Joist Vault". 6111n, U-Factor X UA i;sfructiz r Soon ft- No selection _ STAIR CONSTRUCTION: +_+ Above Grade Walls ia..r are r) UwFalctar X i 114f UA 2X12 DF-2 CARRIAGE 0 15"D.G. MAX. �r°� . P I I''e I N , N 5HOF 3 1 tsttszckigrrs R re ' f 0.056 19.90 FiREBLOCK 59TNEEN STUDS ALONG STRINGERS mom$pop= 1/2" CvJN.B. ON CEILING 4 WALLS OF Floors lJ-Factor X llltytla UA ENCLOSED USABLE SPACE UNDER STAIR. In rru tl,:�s 0,02.9 36.22 Below Grade Walls(see Rdaure t) U-Factor X Area UA t€lw Instruatiana SpiutRwat "`r+rr No selection - i- C Slat)Below Grade teed�ts+are r) F-Factor X Len th UA 4'" PERF DRAIN�W/MIN. 4" 1/4" PEA ?rtatruuttorls GRAVEL FILTER ma8amc.. Tyr 2X1O F.J. PER,PLAN No selection 0 S�IectcondkWiirg it HOLES TO FACE DOWN ; —. _ _ _ 1 1 # Slag an Grade tsaeFwura to _ F,Factor X' Len th UA ,i,I" "E l r i (I--'�(...E_I �; ��=a 14TI IT_i i i I !``I -i }- FOUNDATION: GR�41NL 51',ae(iL �� = �=, _ p I e. 6 CONCRETE STEM WALL O/ �1 tn.cructiarros _ Salatt R-Value =Ir No selection - �` m —s ,��c I i- � I �-: I I�i I l�, ,�_� � �---I -�, 6X12" CONT. FDOT'ING I �� ;_ _� ����..�.�:.�. .�_�..�..�..�._;.'.i� :.�--I I ---- �=-- �j YERTIGAi. HOOKED BARS @ 48"O.G. Wantion of Ducts (2) #4 CONT. IN FOOTING llastrt,czlons .� Duct Leakage Coefficient C►ROS5 BE-CTtl: N A (1) HORZ. BARS 0 5" FROM TOP (1nCtmd9tinn4v35,9�(gll rr, 1.10 1/4"— 14-40 E Sum of UA 229.94 0 Envelope Heat Load 10,807 Btu I Dour Figure 1. Sum ofUAXIT Air Leakage Heat Load Btu 1 Hour vorunaX 0.6XATX.018 ¢#, _ Building Design heat Load Btu I Hour X Air Leakage+Envefope Head Loss t3 Building and Duct Heat Load Btu r Hour Ducts 0 unconuftned space.-Sum of Suiddurg Heat Lass X 1.ip 4-1 L- Ducts in cdndWaned space.Sum or$uiding Heat Loss X 1 NCL Maximum Heat Equipment Output Btu I Hour (} Burling and Duct Heat Loss X 1.40 for Forced Air Funtace Y- SvRdkV and pact Heaf Loss X f.25 for Meat Pump CL It1 QL 'cS c as z~ ats d1 j PLAN: 2813 20151RC 30# FSF SNOW HOYER HOMES Revised $12912016 SHEET 1801 Grove St,Unit B ISSUED 2011 iRc IF Marysville,WA 98270 Phone(360)659-1579 Fax(360)659-3394 N" 0235-21113-01 Not inc.tans shfs -GENERAL NOT,ES.- 1. WORK SHALL COMPLY WITH THE LATEST ADOPTED VERSION OF THE 2015 INTERNATIONAL 6. ALL EXPOSED INSULATION IS to HAVE A FLAME SPREAD RATING NOT TO EXCEED 25. A SMOKE-DEVELOPED INDEX NOT RESIDENTIAL CODE (I.R.C.)AND/OR ANY APPLICABLE COUNTY OR LOCAL JURISDICTION. TO EXCEED 450,WHEN TESTED IN ACCORDANCE WITH ASTM E 84 OR UL 723,AND CRITICAL RADIANT FLUX NOT LESS Design specifications for International Residential Code 2. THE CONTRACTOR IS RESPONSIBLE TO CHECK THE PLANS AND IS TO NOTIFY THE DESIGNER THAN 0.12 WATTS PER SQUARE CENTIMETER @ EXPOSED ATTIC INSUL. Section M 1507.3.4 and . ALL WINDOWS A 24"ARC OF EITHER VERTICAL EDGE OF ANY DR. IN A CLOSED POSITION,WIT I H OF ANY ERRORS OR OMISSIONS PRIOR TO THE START OF CONSTRUCTION. OWNER/CONTRACTOR 7 International Mechanical Code Section 403.8.6 for the ,$HALL VERIFY WITH LOCAL BLDG. DEPT. WHICH CLIMATE ZONE THE PROJECT WILL BE BUILT IN, BOTTOM EXPOSED EDGE LESS THAN SO"ABOVE FLR.OR WALKING SURFACE SHALL HAVE TEMPERED whole house ventilation GLAZING, 3. WRITTEN DIMS. SHALL HAVE PRECEDENCE OVER SCALED DIMS. DO NOT SCALE THE DWGS.,,, 8. SKYLIGHTS AR5,ASSUMED TO BE PRE-MANUFACTURED UNIT SKYLIGHTS. UNIT SKYLIGHTS SHALL BE system using exhaust fan system serving residences of 4 4. DESIGN LOADS: COMPLIANT WITH THE REQUIREMENTS OF AAMA/WDMA/CSA 101/1-S-2/A440 stories of less. (IN P.S.F.) USE L.L. R.L. 9. ALL EXT. WINDOWS ARE TO BE DBL. GLAZED AND ALL EXT. DRS.ARE TO BE SOLID CORE W/ A. LOCAL EXHAUST VENTILATION REQUIREMENTS --------- WEATHERSTRIPPING. PROVIDE 1/2" IN. DEAD BOLT L"'cKs ON ALL EXT. DRS.,AND LOCKING DEVICES ON ALL 1. EXHAUST FAN REQUIREMENTS (IRC Table M1507.4, UNINHAB.ATTIC W/O STORAGE T DRS.AND WINDOWS WIIN 10 FT. (VERTICAL)OF GRADE. PROVIDE PEEPHOLE 54"-66"IN.ABOVE FIN. FLR. ON IMC Table 403.3): 20 10 UNINHAB,ATTIC W/LIMITED STORAGE 20 10 EXT. ENTRY DRS. HABITABLE ATTICS&ATTICS SERVED By 30 10 10. GLAZING IWDOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, a) Bathrooms, laundries, and powder rooms: 50 CFM @ 0.25"W.G. STAIR 40 10 BATHTUBS&SHOWERS,AND IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS, b) Kitchens: 100 CFM @ 0.25'W.G. Range hoods and down draft BALCONIES(EXTERIOR)&DECKS 200 - GUARD RAILS&HAND RAILS 50 - WHERE BOTTOM EDGE'PF GLAZING IS LESS THAN 60"MEASURED VERTICALLY ABOVE ANY STANDING OR ranges shall be rated not less GUARD RAIL IN-FILL COMPONENTS WALKING SURF,!O(CE,TO BE TEMPERED GLAZING. OPER 50 VARIES ABLE WINDOWS;LOCATED MORE THAN 72"ABOVE than 100 CFM @ 0.10"W.G. 13 PASSENGER VEHICLE GARAGE(3,000#POINT) 40 10 FINISHED GRADE OR SURFACE SHALL HAVE LOWEST AARlr6#CLEAR OPENING A MIN. OF 24-ABOVE 2. EXHAUST DUCT REQUIREMENTS: ROOMS OTHER THAN SLEEPING ROOMS 30 10 FINISHED FLOOR. GLAZING BETWEEN FINISHED FLOOR AND 24"SHALL BE FIXED OR HAVE OPENINGS a) Be insulated to a minimum R-4 in unconditioned spaces. SLEEPING ROOMS 40 1 10 1 THROUGH WHICH A4"DIA. SPHERE CANNOT PASS OR CODE APPROVED WINDOW GUARD(COMPLIANT W/ MIRS to ASTM F2090).. b) Be equipped with a backdraft damper. 5. THIS PLAN IS DESIGNED TO MEET 2012 WASHINGTON STATE ENERGY CODE 11. BASEMENTS, EVERY SLEEPING ROOM AND HABITABLE ATTICS To HAVE MIN.WINDOW OPENING OF 5.7 c)Terminate outside the building.CHAPTER 51-IIR WAC. UNDER PRESCRIPTIVE COMPLIANCE,TABLE R402.1.1. SQ. FT WITH A MIN.WIDTH OF 20" IN.AND A SILL HGT.NOT MORE THAN 44.,IN,ABOVE FIN. FLOOR. d) Comply with IRC Section M1601, IMC Section 603. NOTE.All manufacturees fan flow ratings shall be determined as per HVI TABLE R402.1.1 INSUL. & FENSTRATION REQIMTS BY COMPONENT a/ 12. SMOXE DETECTORS SHALL BE INSTALLED IN EA.SLEEPING ROOM, OUTSIDE THE IMMEDIATE VICINITY OF 916(April 1995) orAMCA 210, EA. SLEEPING AREAAND ON EA, STORY OF THE DWELLING. CAR60N N6*D CLIMATE ZONE 5 & MARINE 4 6 MO, "-,,Of E ALARMS SHALL BE LOCATED B. WHOLE HOUSE VENTILATION REQUIREMENTS: IN EA. BEDROOM OR W11N 15 FEET OUTSIDE OF EA. BEDROOM DR. BEDRO,,'OMS ON SEPARATE FLR LEVELS IN A Outdoor air shall be supplied to each occupiable space at FENESTRATION U-FACTOR b/ 0.30 0.30 For Sk STRUCTURE OF TWO OR MORE STORIES SHALL HAVE SEPARATE CARBON MONOXIDE ALARMS SERV NG EA ------- I LA I E SKYLIGHT bl U-FACTOR 0.50 0.50 1 foot= 304.8 mrn STORY. ALL SMOKE DETECTORS AND/OR COMBINATION SMOKE/CARBON MONOXIDE ALARMS SHALL BE flow rates calculated per I- ­11111-1--l­ - _ ��ll-�1-- l� .,.---.�.1-1�-.11--�---,.�---�- �"--.-I ­ ci = continuous insulation INTERCONNECTED SUCH THAT THE ACTUATION OF ONE ALARM WILLACTUATE ALL THE ALARMS AND WILL BE IRC Section M1507.3.3, IMC Section 403.3 through GLAZED FENESTRATION SHGC b, ei/ NR NR AUDIBLE IN ALL SLEEPING AREAS OVER BACKGROUND NOISE LEVELS WITH ALL INTERVENING DOORS o CEILING R-VALUE m/ 49 int= intermediate framing CLOSED. SINGLE STATION CARBON MONOXIDE ALARMS THAT ARE HARD WIRED SHALL BE EQUIPPED W1 exhaust fan system using the ------- UP TO 15 f t' GLAZEDBATTERY BACKUP. FENESTRATION & WOOD FRAME WALL g, k, I/ R-VALUE 21 INT 21 + 5'CI (1) SIDE HINGED OR UP TO 24 ff2 13. ELECTRICAL RECEPTACLES IN BATHROOMS, KITCHENS, EXTERIOR LOCATIONS AND GARAGES SHALL BE following method: G.F.I. OR G.F.I.C. PER NATIONAL ELECTRICAL CODE(N.E.C.)REQUIREMENTS. 1. ROOM FRESH AIR INLETS SHALL COMPLY WITH MASS WALL R-VALUE i/ 21/21 h/ 21 +5 h/ IS PERMITTED TO BE EXEMPTED FROM ........... FLOOR R­VALUE 30 g/ THE U-FACTOR REQ'MT OF TABLE R402.1.1 THE FOLLOWING: ...... 30 g/ 14. INT &EXT. STAIRS SHALL HAVE A MEANS To ILLUMINATE THE STAIRS, INCLUDING LANDINGS&TREADS. a) Have controllable and secure openings. BELOW-GRADE c, k/ WALL R-VALUE 10/15/21 INT+TBI 10/15/21 INT +TB INT STAIRS OF 6 STEPS OR MORE SHALL,,,KAVE THE,REQUIRED LIGHTING IN THE IMMEDIATE VICINITY OF THE b) Openings shall be screened or protected to prevent entry of insects, DUCTS To BE INSULATED TOP&BOTTOM OF THE STAIRS, EXT STAIRWAYS,SHALL BE PROVIDED WITH ANAR I I I I c 2 SLAB d/ R-VALUE&DEPTH I TFCALLGHTSOUR E leaves, or other M t 10, 2 FT 10,4 FT. LOCATED IN THE IMMEDIATE VICINITY OF THE TOJO'LAWING OF STAIR.EXT STAIRS LEADING FROM GRADE TO MIN OF R-8 a. R-valuesaremin. U-factors&SHGCaremax. When inset._ i7s__installed in a­6av_ity_)W6Ich is less than the label or design TO BASEMENT SHALL HAVE AN OTIFICIAL LIGHT SOURCE IN THE IMMEDIATE VICINITY OF THE BOTTOM materials. thickness of the insul.,the compressed R-value of the insul.from Appendix Table A101.4 shall not be less than the R-value LANDING OF STAIRS,LIGHTING FOR.INT.,,%STAIRS SHALL BE CONTROLLED FROM TOP&BOTTOM OF EA. STAIR. c) Be sleeved or designed so as not to compromise the thermal specified in the table. SEE I.R.C.303.7 properties of the wall or window b. The fenestration U-factor column excludes skylights, The SHGC column applies to all glazed fenestration. 15. PROVIDE COMBUSTION AIR VENTS(W/SCREEN AND BACK DAMPER)FOR FIREPLACES, WOOD STOVES, in which they are placed. Exception: Skylights may be excluded from glazed fenestration SHGC req'mts in Climate Zones I through 3 AND ANY APPLIANCES W11,14 AN OPEN FLAME. FIREPLACE FLUE DAMPERS SHALL BE TIGHTLY FITTING AND c) Provide a minimum of four squats Inches of net free area of opening where the SHGC for such skylights does not exceed 0.30. OPERATED BY A READILYACCESSIBLE MANUAL OR APPROVED AUTOMATIC CONTROL. for each 10 cfm of c. "10/15/21. +TB"means R-1 0 cont. Insul.on the ext.of the wall,or R-1 5 on the cont. Insul. on the Int of the wall,or R-21 outdoor air required in IRC Table M1507.. 13(l), IMC Table403.8.1. cavity insul.plus a thermal break between the stab&the basement wall at the int. of the basement wall at the int. of the 16. BATHROOMS,UTILITY ROOMS 41ND00ik SWIMMING POOLS&SPAS ARE TO BE VENTED WITH A FAN d) Each occupiable pace shall have a minimum of one opening with basement wall. "10/1 5121,+TB"shall be permitted to met w/R-13 cavity Insul,on the int.of the basement wall plus R-5 CAPABLE OF PRODUCINGA MIN.5,0;CFM INTERMITTENT OR 20 CFM CONT AND KITCHENS CAPABLE OF 100 s es of net cont.insul.on the int.or ext. of the wall. "TB"means thermal break between floor slab&basement wall. CFM INTERMITTENT OR 26:CFM CbNT. ALL EXHAUST VENTS TO Br;,,vENTED TO EXTERIOR, THEE EQUIVALENT four square inch, E d. R-10 cont. insul. Is req'd under heated slab on grade floors LENGTH OF THE DRYER EXHAUST DUCT SHALL ISFE,IDENTIFIED ONAOFERMANENT-LABEL60 TAG LOCATED free opening ar". e.There are no SHGC req'mts in the Marine Zone WITHIN 6 FEET OF THE EXHAUST DUCT DUCT,CONNECTION. 2. WHOLE HOUSE EXHAUST FANS SHALL: f. Basement wall insul. is not req'd in warm-humid loc. a) Be sized according to IRC Table M 1 507-3.3(l),, IMC Table 403.8.1. g. Reserved 17. SPECIFIC'MMUFACTURES AND MATERIALS DEPICTED ON THESE PLANS ARE AN INDICATION OF QUALITY b) Flow rated at 0.25"W.G. static pressure. .h First value is cavity insul.,2nd is cont, insul.or insul.siding,so"13+5"means R-13 cavity insul. plus R-5 cont. insul. AND STRENGTH. Vikl"ALL CONSTRUCTION MATERIAL SUBSTITUTIONS WITH CURRENT APPLICABLE c)Sound rated at 1.0 canes maximum. or insul.siding, If struct. sheathing covers 40%or less of the exterior, cont. insul.R-value ob,,all be permitted to be reduced BUILDING CODES AND LOCAL BUILDING OFFICAILS PRIOR TO INSTALLATION/SUBSTITUTION. O by no more than R-3 In the loc.where struct.sheathing is used to maintain a consistent iotal sheathing thickness. 3. WHOLE HOUSE EXHAUST FAN CONTROLS: 1. The 2nd R-value applies when more than half the Insul. is on the interior of the mass wall. ADDITIONAL ENERGY EFFICIENCY REQUIREMENTS (MANDATORY) a) Be controlled by a 24-hour clock timer.j. For single rafter-or joist-vaulted cigs.,the R-value may be reduced to R-38. This dwelling shall Comply W/sufficient options from table R406.2 so as to achieve the b) Provide capability of continuous operation, manual and automatic k. Int. (intermediate framing)denotes standard framing 16"o.c.with hdrs Insul.with a minimum R-10 insul. 1. Log and solid timber walls with a min.average thickness of 3.5"are exempt from thisfollowing min number of credits (choose applicable dwelling unit) control. instil. eq m c)The 24-hour clock timer shall be readily accessible. CL m. Where full height of uncompressed R-30,insul.extends over wall top plates @ saves, it can be used In lieu of R-38. 1. Small Dwelling Unit: ............... ....... 0.5 points R-38 may be used in lieu of R-49 where uncompressed thickness extends over top plates @ eaves, Dwelling units less than 1500 sq. fL In conditioned floor area W/less than 300 sq. ft. d)At the time of final inspection, the automatic control timer shall be set to operate the whole AIR BARRIER: CONT.AIR BARRIER SHALL BE INSTALLED IN THE BDLG. ENVELOPE.BREAKS/JOINTS IN THE AIR of fenestration area. Additions to existing building that are less than 750 sq. ft. house fan for at least 8 hours a day. BARRIER SHALL BE SEALED.AIR PERMEABLE INSUL. SHALL NOT BE USED AS A SEALING MATERIAL-rs .INSUL. SHALL of heated floor space BE INSTALLED PER MANUF GUIDELINES, NOTE:A label shall be affixed to the control that reads 'Whole, 2. Medium D'welling Unit: ...................1.5 points House Ventilation(see INFILTRATION.- THE SEALING METHODS BETWEEN DISSIMILAR MATERIALS SHALLALLOW FOR DIFFERENTIAL All dwellings Units that are not in included in#1 or#3 EXPANSION AND CONTRACTION, THE FOLLOWING SHALL BE CAULKED, GASKETED, WEATHERSTRIPPED OR 3. Larg's DWellino Unit: .................... 2.5 points operating instructions)" Installers shall provide the Q OTHERWISE SEALED WITH AN AIR BARRIER MATERIAL,SUITABLE FILM OR SOLID MATERIAL Dwelling units exceeding 5000 sq. ft. of conditioned floor area. manufacturer's installation, SPACE BETWEEN WINDOWS/DOOR JAMBS&FRAMING AND SKYLIGHTS&FRAMING, operation In tructions, and a whole house ventilation system DUCTS,SHAFTS, UTILITY PENETRATIONS& FLUE SHAFTS OPENING TO Ex-r- OR UNCONDITIONED SPACE. of Selected options from Table R406.2 below 3.5 credits operation escription. JUNCTIONS OF FOUNDATION&SILL PLATE&JUNCTION OF THE TOP PLATE&TOP OF EXT.WALLS. )T11 DESCRIPTION CREDITS 4. WHOLE HOUSE EXHAUST DUCTS: HVAC REGISTER BOOTS THAT PENETRATE BLDG,THERMAL ENVELOPE(SEAL TO SUBFLOOR/DRYWALL). la JEFFICIENT BUILDING ENVELOPE 1a: 0.5 a) Be sized according to IMC Table 403.8.5.2. RECESSED LIGHT FIXTURES INSTALLED IN THE BLDG.THERMAL ENVELOPE SHALL BE AIR TIGHT, IC-RATED Prescrlodve compliance is based on Table R402.1.1 with the following modifications: (SEALED TO THE DRYWALL). lVertical'ibriestration U=0.28 b) Insulated to a minimum R-4 in unconditioned spaces, and sealed BETWEEN GARAGE AND CONDITIONED SPACES. Floor R-38 per IRC Section 1601.4.1. AIR BARRIER TO BE INSTALLED ON FIREPLACE WALLS-FIREPLACE TO HAVE GASKETED DOORS. Slab on grade R-1 0 perimeter and under entire slab c)Terminate outside the building. OPENINGS AT PENETRATIONS OF UTILITY SERVICES THROUGH THE ROOF,WALLS,AND FLOORS Below grade slab R-10 perimeter and under entire slab or d) Be equipped with a back-draft damper. BUILDING ASSEMBLIES USED AS DUCTS OR PLENUMS Compliance based on Section R402.1.4: Reduce the Total UA by 5%. C. FRESH AIR DISTRIBUTION: JOINTS, SEAMS,AND PENETRATIONS OF VAPOR RETARDERS ALL OTHER OPENINGS IN THE BUILDING ENVELOPE HIGH EFFICIENCY HVAC EQUIPMENT 3a: Outdoor air shall be distributed to each habitable room by WALL CORNERS&HDRS. SHALL BE INSULATED& SHALL BE SEALED. FLOORS, INCLUDING ABOVE GARAGE AND 3a Gas,propane or oil-fired furnace with minimum AFUE of 94%, or 1.0 individual fresh air inlets. CANTILEVERED FLOORS-INSUL. SHALL BE INSTALLED TO MAINTAIN PERMANENT CONTACT W/UNDERSIDE OF Gas,propane or oiled-fired boiler with minimum AFUE of 92% SUBFLOOR DECKING.THE AIR BARRIER SHALL BE INSTALLED AT ANY EXPOSED EDGE OF INSUL. RIM JOIST SHALL BE To qualify to claim this credit,the building permit drawings shall specify the option Provisions shall be made to ensure airflow by the INSULATED & INCLUDE AIR BARRIER. being selected and shall specify the heating equipment type and the minimum installation of distribution ducts, equipment efficiency. transoms, or undercutting doors a minimum of 1/2 inch CEILING/ATTIC-AIR BARRIER @ DROPPED CEILING/SOFFIT SHALL BE ALIGNED W/THE INSUL.AND ANY GAPS IN AIR EFFICIENT WATER HEATING 5a: above the finished floor BARRIER SEALED.ACCESS OPENINGS, DROP-DOWN STAIR, ETC. INTO UNCONDITIONED ATTIC SPACE SHALL BE SEALED. Water heating system shall include one of the following: 1.0 BATT INSUL.INSTALLED IN ATTIC ROOF ASSEMBLIES MAY BE COMPRESSED @ EXT. WALL LINES TO ALLOW FOR REQ1D Gas, propane or oil water heater w/a min. EF of 0.42 or coverings. See specific requirements for outdoor air inlets ATTIC VENTILATION. 5a Electric Water Heater wl a min. EF of 0.93, specified in IRC Section and for both cases All showerhead and kitchen sink faucets installed in the house shall be rated at M1507.3.4.4, IMC Section 403.8.6.1. WHERE PROVIDED @ CRAWLSPACE, IN LIEU OF FLOOR INSUL., INSUL. SHALL BE PERMANENTLY ATTACHED TO THE 1.75 GPM or less. All other lavatory faucets.shall be rated at 1.0 GPM or less.b/ CRAWLSPACE WALLS, EXPOSED EARTH IN UNVENTED EARTH SHALL BE COVERED WITH A CLASS-1 VAPOR RETARDER To qualify to claim this credit,the building'pOrmit drawings shall specify the opt D. VENTILATION SYSTEM TESTING: W1 OVERLAPPING JOINTS TAPED. being selected and shall specify the water heater equipment type and the min. At the discretion of the building official, flow testing may be equipment efficiency and shall specify the max flow rates for all showerheads, required to verify that the fan BATT INSUL. SHALL BE CUT NEATLY TO FIT AROUND WIRING&PLUMBING IN EXT.WALLS WITHOUT VOIDS/GAPS.AIR kitchen sink faucets,and other lavatory faucets, system satisfies the requirements of IRC section M1507.3.4, BARRIER SHALL EXTEND BEHIND ELECTRICAUCOMMUNICATION BOXES OR INSTALLAIR SEALED BOXES. -EFFICIENT�WATER HEATIN6_5c_.- IMC Section 403.8.6. EXT. WALLS ADJACENT TO TUO$/SHOWERS TO BE INSULATED AND AIR BARRIER SHALL SEPARATE THE INSULATED WALL Water heating system shall include one of the following: FROM THE SHOWER/TUB. Gas,propane or oil water heater with a minimum EF of 0,91,, TESTING:DWELLING SHALL BE TESTED TO VERIFY LEAKAGE RATE DOES NOT EXCEED 5 AIR CHANGES PER HOUR BY 5c PLAN: 2813 2015 IRC 30# PSIS SNOW BLOWER DR.TEST AT A PRESSURE OF 0.2 IN W.G. (50 PASCALS). CODE OFFICIAL MAY REQUIRE TESTING TO BE COMPLETED BY APPROVED THIRD PARTY. SEE R402.4.1.2 FOR PROCEDURES AND DOCUMENTATION REQ'MTS. HOYER HOMES Revised 29/2016 5HEET 1801 Grove St,Unit 8 2015 tRC Marysville,WA 98270 3-29-13 3.5 CREDITS Phone(360)659-1579 - PROVIDED Fax(360)659-3394 MT#0235-201"111 Not Inc.D&S shesl TYP,ALL FOOTINGS: IV MIN BELOW EXTERIOR GRADE, 6"MIN.WOOD TO EARTH ALL PLACES PROVIDE 3x3xl14"PLATE kgAASHERS FOR ALL A.B. ON BRACED YgAL.L5 DOTES MINIMUM CONCRETE COVERAGE OF STEEL TO BE: 1.ALIGN HOOKED ALONG WALL FOR PROPER COVERAGE. * 31"CLEAR 4 SOTTOM OF FOOTINGS. 2.PROVIDE VERT,BAR ON EA.CORNER,INTERSECTION&WALL ENDS. " 2"CLEAR OUTSIDE OF Y,LLS. • 2"'CLEAR INSIDE OF`WAL.LS. _ BLOCKING AS REG, 1/2"GWB of S.W. PER PLAN 1/2"GW'B SIDING PER ELV. 0/5.W. PER PLAN � —1/2"GWB --- R-21 IN5UL R-21 IN5UL. - FLOOR SHEATHING 2Xb STUDS 16 O/G FLOOR SHEATHING FLOOR SHEATHING 2X STUDS 16"O/C 2X6 STUDS 16"O/C GLUED&NAILED Jfli5T5 PER PLAN GLUED&NAILED. R-10 INS,@ THERMAL BREAK GLUED&NAILED ad 6"o.c. Edges (HEATED AREAS ONLY) NAILING PER S.W. 5GHED. NAILING PER S.W.SGHED. JOIST'PER PLAN R-30 IN5UL. 12"'o.c, Field SW PER PLAN JST.PER PLAN 5UPPORTE0 w/ 4'°CONG. SLAB E.N. PER S.W. SGHED. -r` 5/8"X10"A.B. PER S.W. TWINE or LATH 5/5"X10"A.B. PER 5.W. SGHED. -- 5GHED. DET.2/54.0 -- @24"o.c. DE7,2/54.0 EMBED 7'"wl3"k3"x1l4"` 5/8"X10"A,B, PER S.W. R-30 COMPACT FILL/SAND 5GHED. DFT.2/54.0 INSULATION EMBED'1"w/3"x3°x114" S0R.WASHER5 SOR. WASHERS R-30 M EMBED T"w/9"x3'"x1/4'" INSULATION 1X'#GU55ET5 w/ BEAM PER PLAN w E.N. PER S.W. SGHED. 50R.WASHERS E.N. PER 5.W. SCHED. AC 3; (4)$d EA. END or d :: 4"GONG. SLAB ,. e4 - z ... > FINL GRADE - 2X4 OU55ET5 w/-t- 4X4/4X6 HF2 a 6"MIN CaMPAGT (4) 10d EA. END. @SPLICE --- - FILL/SAND STAGGER NAILS P:T. �► t! �- U.N.O.�.. li - (1)#4 BAR GONT.HORIZ _ L LMA 4z ,y OP _ 6" U I�I.O x (1)#4 BAR,GDNT.HDRIZ -. (1)#4 BAR, GONT.S"FROM T - 4 �, _ __. I —I 5"FROM TDP OF WLL ' ' I 69•. BLACK 6 MIL g 5" FROM TOP OF WALL I I LACK 6 MI Z orA35 a _.. 4 VAPOR = VAPOR e� "' #4 BAR HOOKED vERT. 48"O.G. „ � � iz 6 ` (�I I I� �s i�- ... I ; �r orEPS42 p #4 BAR HOOKED PERT , l� =- BARRIER BARRIER �, QL (c 48 O.G, ALIGN wl FTG k -- j_ _ -1 90#ROOFING ByAPlR6 MIL L " 7 �_ �� __ #4 BAR HOOKED YI RT. ►4S D.G � s _ f E' t I- u.IJ.U. u.N.a. FOOT BARMIER (1)#4 BAR CONT. ' °a {1)#4 BAR CONT. p. z PER PLAN PER LAPPED12 1 .__ �. PER PLAN (1)#4 BAR CflNT, PER PLAN PLAN TYF'. b" FDN P ITH 5L 8 TC,? EXT. 2 "�"'' . 6" FDN Nt USE T4' G R C E TyP. FOUNDATION TO EXTERIOR � TYP. STRIP FC7C7T1'NG .. EN&INERRID ROOF DR REFER TO NOTE: 0 R-21 IN5UL. 1/2"GWB COMP. ROOFING OR P40RKSHEET Sft 2 B 4"0/G GABLE ROOF EAVE FIRE RESISTANCE RATED fiRU �+ FLOOR SHEATHING — 1/2"'GYP Board OVER PROVIDED THERE IS NO GABLE VENT OPENING 2X6 STUDS 16"OlC GLUED&NAILED Siding Per BLKING CANT. Elevation R-21 Insulation ;, 5 ON H-1 or It3112,1 � �"l16"OSB S.W. SHTG. � .2.5A EA.T ►s NAIL SHTG 6"ox. 2*-46'e PIS&' to TYP. ROOF CONST. PER PLAN SIDING PER ELV. ox.TO Infiltration Wrap &Studs @ 1P 0 . 2X4 N'TED sms WIND 5 ►i=FLI� , NAIL PER SW'SCHED. - B AS REaI`D ROOF VENTS( 5 o.c.or CONTINUOUS 44 PLATE NAILIN " GOR A-VENT INTAKE VENT STRIP 56'" 'cI JOIST P P"LA PER.:�1~RUGTIlRi�. 7/16 05B FROM EDGE OF EAVE T/16 055 J z0v YNall Flooring 5HEATWING :_ '' R-I9-I�6EGRIPTIVE"' -, Shea#hing TIGHT FIT 2X UNVENTED ' i 112 GW$ l? aflONN. PER S:W 5GHED. 3l4;s�ubELR CONT.MTL. " �y 5D1.ID BLKG,to 5/8 SopfO :. VOL.2X TOP PLATE 'C�`. UNDERSIDE of I GUTTERf ` i� wl A33 5L»KC7 TO PLATE. •'` SHEATHINGS ;- RIM Joist JST,PE PLAN �' ��., CL R-30 INSULATION"u#�VAPOR R302.1A BARRIER TO YVARM SIDE YVALL FDN NA61- FASCIA PER PLAN NAIL.RIM,FER p'� F 57RUG7.SHEET SIMP. RBO 1 146--O.G. SEE SHEAR SLKG TO T.PLATE p? TRANSFER DETAIL 1/2 GYP Board 27G STUDS 1`I t21fl {1 1/2 I�VB E 2/54.0&3154.1 DEL Top Plate&Studs 'T'YP F�IA�H GONN.PER �- DOL. ?C TOP PLATE 9 GABLE STANDARD TRIG Ar ,)__TYP. .1CIST G, NT YV�tLLIFLf.�OR SL. I✓'ED" VE T; NDRD TRUSS &-Ac FROM PROP. LINE .,t- STUD YVALL )(ALLEY FUER BOTTOM CHORD$;MUST BE ROOF SHEATHING NAILED koSIM4 76d INT1 EAGHTRt10'bR TRUSS,MANUFAC.TURER TO 2x4 OUTRIGGERS LET IN ROOF S TI#ING RAFTER THEY INTERSECT THROUGH WALL AT MAX. __- VERIFY�DEtA1L5 2x4 OUTRIGGERS LET IN ROOF 5HEATHING 2°- "TYPIC& ROOF SAVE FIRE RESISTANCE RATING 46"O.C. ON THE UNDERSIDE PROVIDED THERE 415`* CCGH YqALL AT MAX. )SLOPED EAVE 5' OL GE BOARD ARE NO GABLE VENT OPENINGS -C'PROD"ERTY LINE SETBACK RIDGE SLOCKIN � PER.PLAN 5f4x FASCIA 514x FASCIA TRUSSES ( I CALIFORNIA (1)G516 STRAP wf M PROVIDE FULL SUPPORT UNDER FRAME TRUSSES (13)8dx 2'/"EA. END RAFTERS& RIDGE w/2x6�-10 VALLEY PAN SIf1ING PER ELEVATION III J OR of 5H'CG U.N.O. SIDING PER ELEVATION •• •, - .,: �.�--- 2x TRUSS ~�- 2x TRUSS BRACE (4) 16d 2X LT: o/SHEATHING TYPICAL QL TIE FLASH'G of BAND SD TRU55 DR RAFTER CHORD UNDER PER MFR 5PEG5 STUD TO BM. ~ VALLEY MUST HAVE SHEATHING TRU55ES EA.SIDE 2x TRUSS BRACIN G ATTACHED WITH NAILING PER PER PLAN -TYPICAL I.R.C. REG�UIREMENTS 1x BAND BD. PER ELEVATION MULTI STUD SM. SUPPORT fiRU55 MANUFACTURER TO VERIFY DETAILS2x GYP. BD. BACKING U.N.O. PER PLAN R DRYWALL CLIPg O AT PARALLEL YWLLS 2x WALL GIRDER TRU55 OR COMMON METAL.HANGER WITH GIRDER MOLDING/CORBEL PER ELEVATION Tyfl, 15 -AM PCC�w T DUNL TRUSS P41TH BEARING WALL OVER FRAMING DETAIL S GABLE END ROOF WO RD OUT GABLE END NOT TO 5GALE 12 NOT TO 50ALE 12- c7 SCALE MAXIMUM 18" ENCROACHMENT RETURN H,R.TO 2X SILL PLATE 2 FT MIN. SPLICE YVHERE FOOTING SECTION"N'15 MORE THAN 8", (INCLUDES OVERHANGS) DOUBLE 2X6 TOP PLATE YLL OR TERMINAT PROVIDE METAL TIE 16 GA.X 1.5 X4 FT.MIN.,EACH NO ROOF/ATTIC wl NEW 1 1/4"'EL POST DIA. MIN.TO 2' DIA. MAX. SIDE OF SPLICE N 6-10dx11/2 NAILS(0.148x1'/2) VENTILATION v CONTINUOUS HANDRAIL BALUSTERS TO CONFORM TO 1 HR PIRI=.WALL d BEG.R312.2 2-2X PLATE CONSTRUCTION @I 2"RIGID INSULATION !L X �"' 2009 IRC, PROTRUDING Y`ILLS. INTERIOR SIDE EADER ui d BATT INSULATION EXTERIOR ,,j c 3f4"`T&G I'LYWD:5I9Bti=LR, " "" "" m 7 3/4" MAX, INSIDE&E{R1}LAYER 5f8 2X CRIPPLE STUD WALL TYP'"X"OUTSIDE Z} RISER L,OOR JOISTS w/7/16"SHEATHING qQj 10"MIN PER PLAN PER 5.W.SCHD. ¢ TREAD FIRE RATING RELATED TO 5 FT.SET-BALOKS 2X6 NAILER ° P ROVE D.{1 LAYER 112"G.W.B. R602.11.2 BUMP-OUTS THAT PROJECT CLOSER THAN 5 FT.TO 2X NAILER IF UNDER 7AtR SPACE t �` STEPPED PROPRIETY LINE SUCH AS FIREPLACE 6ANTS 15 ACCESSIBLE PER2009 IRC, C�lJNL7A►TiC7�i SEC. R3021 G©INCRETE STIIEf FED / c IstRI BLnGKiNG TG►P ]POOTING Syr CONSTRUCTION PLAN: 2813 201;8 IRC 30M# PSF SNOW TYP)TRIMMER &ISTM,ACN17 AT YI(ALLALONO FOOTING Saw"TION* HOVER HOMES RevIsed 8129/2016 SHEET 2x4 THRUST BLK, STRINGERS BETWEEN STUDS � 7 7 22015IRC !�f" Note.P ere footing Section`"A"Is less` Mary Grove St,R!I'I2Bam TYP. S AIR ET611� than V long In a 25'total Iength,u all, Marysville,WA F 4x HEADER IN bx EXTERIOR �L � provide bracing at crippte s#ud w�11. �/ r;�� Phone(360)659�1 9 SCALE: 112 =1 -0` Fax(360)659-3394 W9 0235-201 I GENERAL STRUCTURAL NOTES THE FOLLOWING APPLY UNLESS SHOWN OTHERWISE ON THE DRAWINGS Lu w CRITERIA CD 1. ALL MATERIALS, WORKMANSHIP, DESIGN, AND CONSTRUCTION SHALL CONFORM TO THE DRAWINGS, 14.CONCRETE PROTECTION (COVER) FOR REINFORCING STEEL SHALL BE AS FOLLOWS: J Q SPECIFICATIONS, AND THE INTERNATIONAL BUILDING CODE (IBC) 2015 EDITION. Z 0 FOOTINGS AND OTHER UNFORMED SURFACES CAST AGAINST AND PERMANENTLY EXPOSED MALSAM 2. DESIGN LOADING CRITERIA TO EARTH 0 3„ o FLOOR LIVE LOAD (RESIDENTIAL) 40 PSF FORMED SURFACES EXPOSED TO EARTH OR WEATHER (#b BARS OR LARGER) 2" TSAN G SNOW (GROUND SNOW =35 PSF MAX), ROOF SNOW=30 PSF FORMED SURFACES EXPOSED TO EARTH OR WEATHER (#5 BARS OR SMALLER) 1-1/2" Of WIND METHOD- DIRECTIONAL PROCEDURE COLUMN TIES OR SPIRALS AND BEAM STIRRUPS 1-1/2" STRUCTURAL Z Kzt=1.0, GCpi=0.18, 110 MPH (RISK CATEGORY II), EXPOSURE"B" SLABS AND WALLS (INT FACE) GREATER OF BAR DIAMETER PLUS 1/8"OR 3/4" ENGINEERING w EARTHQUAKE ANALYSIS PROCEDURE: EQUIVALENT LATERAL FORCE PROCEDURE z LATERAL SYSTEM: LIGHT FRAMED SHEAR WALLS WOOD 122 S JACKSON ST SDC D, Ie=1.0,Ss=1.50,S1=0.50,Sds=1.00, Sd1=0.50, SUITE 210 < Cs=0.154, R=6.5, SEATTLE, WA 98104 SEISMIC DESIGN BASE SHEAR Vsx=1 1.95 KIPS (ULTIMATE) 15.ALL 2x LUMBER SHALL BE KILN DRIED OR MC-19, AND ALL LUMBER SHALL BE GRADED AND MARKED IN CONFORMANCE WITH WCLIB STANDARD GRADING RULES FOR WEST COAST LUMBER NO 17. FURNISH 2O6.789.6038 T 3. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL DRAWINGS FOR TO THE FOLLOWING MINIMUM STANDARDS: 206.789.6042 F = BIDDING AND CONSTRUCTION. CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS FOR a COMPATIBILITY AND SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION. JOISTS (2x AND 3x MEMBERS) HEM-FIR NO 2 OR SPRUCE-PINE-FIR NO 2 o AND BEAMS UNO ON THE PLAN M 4. PRIMARY STRUCTURAL ELEMENTS NOT DIMENSIONED ON THE STRUCTURAL PLANS AND DETAILS SHALL MINIMUM BASE VALUE, Fb=850 PSI BE LOCATED BY THE ARCHITECTURAL PLANS AND DETAILS. VERTICAL DIMENSION CONTROL IS DEFINED r BY THE ARCHITECTURAL WALL SECTIONS, BUILDING SECTIONS, AND PLANS. DETAILING AND SHOP (4x MEMBERS) DOUGLAS FIR-LARCH NO 2, UNO DRAWING PRODUCTION FOR STRUCTURAL ELEMENTS WILL REQUIRE DIMENSIONAL INFORMATION MINIMUM BASE VALUE, Fb =900 PSI N CONTAINED IN BOTH ARCHITECTURAL AND STRUCTURAL DRAWINGS. BEAMS (6x AND LARGER) DOUGLAS FIR-LARCH NO 2, LINO 5. CONTRACTOR SHALL PROVIDE TEMPORARY BRACING FOR THE STRUCTURE AND STRUCTURAL MINIMUM BASE VALUE, Fb =875 PSI COMPONENTS UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE WITH THE PLANS. CONFORM TO ASCE 37-02"DESIGN LOADS ON STRUCTURES DURING CONSTRUCTION." POSTS (4x MEMBERS) DOUGLAS FIR-LARCH NO 2, UNO J � 6. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE METHODS, MINIMUM BASE VALUE, Fc = 1350 PSI TECHNIQUES,SEQUENCES OR PROCEDURES REQUIRED TO PERFORM THE CONTRACTOR'S WORK. THE (6x AND LARGER) DOUGLAS FIR-LARCH NO 2, LINO STRUCTURAL ENGINEER HAS NO OVERALL SUPERVISORY AUTHORITY OR ACTUAL AND/OR DIRECT MINIMUM BASE VALUE, Fc =600 PSI RESPONSIBILITY FOR THE SPECIFIC WORKING CONDITIONS AT THE SITE AND/OR FOR ANY HAZARDS RESULTING FROM THE ACTIONS OF ANY TRADE CONTRACTOR. THE STRUCTURAL ENGINEER HAS NO STUDS, PLATES AND MISC FRAMING: HEM-FIR NO 2 OR SPRUCE-PINE-FIR NO 2 DUTY TO INSPECT,SUPERVISE, NOTE, CORRECT, OR REPORT ANY HEALTH OR SAFETY DEFICIENCIES TO THE OWNER, CONTRACTORS, OR OTHER ENTITIES OR PERSONS AT THE PROJECT SITE. 16.GLUED LAMINATED MEMBERS SHALL BE FABRICATED IN CONFORMANCE WITH ASTM AND ANSI/AITC STANDARDS. EACH MEMBER SHALL BEAR AN AITC OR APA-EWS IDENTIFICATION MARK AND SHALL BE 7. CONTRACTOR-INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE ARCHITECT AND ACCOMPANIED BY AN AITC OR APA-EWS CERTIFICATE OF CONFORMANCE. ALL SIMPLE SPAN STRUCTURAL ENGINEER FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CHANGES BEAMS SHALL BE DOUGLAS FIR COMBINATION 24F-V4, Fb=2,400 PSI, Fv=265 PSI, E= 1,800 KSI. SHOWN ON SHOP DRAWINGS ONLY WILL NOT SATISFY THIS REQUIREMENT. UNLESS NOTED OTHERWISE ALL CANTILEVERED AND MULTI-SPAN BEAMS SHALL BE DOUGLAS FIR COMBINATION 24F-V8, Fb=2400 PSI, Fv=265 PSI, E= 1,800 KSI. CAMBER ALL SIMPLE SPAN 8. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE GLULAM BEAMS TO 5,000' RADIUS, UNO. GLUED LAMINATED COLUMNS SHALL BE DOUGLAS FIR NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOWN,SIMILAR DETAILS COMBINATION 3, L2D GRADE, Fc =2,300 PSI, Fb=2,000 PSI, E= 1,900 KSI. OWNER OF CONSTRUCTION SHALL BE USED,SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND THE STRUCTURAL ENGINEER. 17.PLYWOOD SHEATHING SHALL BE GRADE C-D,EXTERIOR GLUE OR STRUCTURAL II, EXTERIOR GLUE IN HOYER HOMES, LLC CONFORMANCE WITH DOC PS 1 OR PS 2. ORIENTED STRAND BOARD OF EQUIVALENT THICKNESS, 1801 GROVE ST, UNIT B 9. ALL STRUCTURAL SYSTEMS WHICH ARE TO BE COMPOSED OF COMPONENTS TO BE FIELD ERECTED EXPOSURE RATING AND PANEL INDEX MAY BE USED IN LIEU OF PLYWOOD. MARYSVILLE, WA 98270 SHALL BE SUPERVISED BY THE SUPPLIER DURING MANUFACTURING, DELIVERY, HANDLING,STORAGE, AND ERECTION IN ACCORDANCE WITH INSTRUCTIONS PREPARED BY THE SUPPLIER. WALL SHEATHING SHALL BE 7/16"or 1/2" (NOMINAL) WITH SPAN RATING 24/0 GEOTECHNICAL FLOOR SHEATHING SHALL BE 3/4" (NOMINAL) WITH SPAN RATING 48/24 10.ALLOWABLE SOIL PRESSURE AND LATERAL EARTH PRESSURE ARE ASSUMED AND THEREFORE MUST BE WATERPROOF DECK SHEATHING SHALL BE 3/4" (NOMINAL) WITH SPAN RATING 48/24 VERIFIED BY A QUALIFIED SOILS ENGINEER OR APPROVED BY THE BUILDING OFFICIAL. IF SOILS ARE FLAT ROOF SHEATHING SHALL BE 5/8" (NOMINAL) WITH SPAN RATING 40/20 Pr1 C•rSq FOUND TO BE OTHER THAN ASSUMED, NOTIFY THE STRUCTURAL ENGINEER FOR POSSIBLE FOUNDATION �J of was REDESIGN. ROOF SHEATHING SHALL BE 1/2"or 7/16" (NOMINAL) WITH SPAN RATING 32/16 a`� 0 FOR ROOFS WITH A PITCH GREATER THAN 2:12 �� z FOOTINGS SHALL BEAR ON FIRM, UNDISTURBED EARTH AT LEAST 18"BELOW ADJACENT FINISHED GRADE. FOOTINGS SHALL BE CENTERED BELOW COLUMNS OR WALLS ABOVE, LINO. REFER TO WOOD FRAMING NOTES BELOW FOR TYPICAL NAILING REQUIREMENTS. -o P 43968 FGISTER BACKFILL BEHIND ALL RETAINING WALLS WITH FREE DRAINING, GRANULAR FILL AND PROVIDE FOR 18.ALL WOOD IN DIRECT CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE-TREATED WITH SUBSURFACE DRAINAGE. AN APPROVED PRESERVATIVE OR (2) LAYERS OF ASPHALT IMPREGNATED BUILDING PAPER SHALL BE sZONA1. PROVIDED BETWEEN UNTREATED WOOD AND CONCRETE OR MASONRY. ALLOWABLE SOIL PRESSURE 2000 PSF 19.PRESSURE TREATED WOOD (INCLUDES PRESERVATIVE AND FIRE TREATED) SHALL BE TREATED PER AWPA PRINCIPAL ICT CONCRETE STANDARDS. PRESSURE TREATED WOOD FOR ABOVE GROUND USE SHALL BE TREATED TO RETENTION ENGINEER JCM OF 0.25 PCF. WOOD IN CONTINUOUS CONTACT WITH FRESH WATER OR SOIL SHALL BE TREATED TO A DRAWN TTH,KIDS RETENTION OF 0.40 PCF. SODIUM BORATE (SBX) TREATED WOOD SHALL NOT BE USED WHERE EXPOSED PROJECT NO 0235.2013.01.21 1].CONCRETE SHALL BE MIXED, PROPORTIONED, CONVEYED AND PLACED IN ACCORDANCE WITH ACI TO WEATHER. FASTENERS AND TIMBER CONNECTORS WITHOUT AMMONIA IN DIRECT CONTACT WITH 318 AND ACI 301, INCLUDING TESTING PROCEDURES. CONCRETE SHALL ATTAIN A 28-DAY STRENGTH ACQ-A TO A RETENTION LEVEL OF 0.40 PCF), CBA-A (UP TO A RETENTION LEVEL OF 0.41 PCF), CA-B OF f'c=3,000 PSI. SLUMP OF CONCRETE SHALL NOT EXCEED 6". STRUCTURAL DESIGN IS BASED ON A (UP TO A RETENTION LEVEL OF 0.21 PCF),SHALL BE G185 OR A]85 HOT DIPPED OR CONTINUOUS HOT- PERMIT SET CONCRETE STRENGTH OF f'c=2,500 PSI,THEREFORE NO CONCRETE STRENGTH TESTING REQUIRED. GALVANIZED PER ASTM A653. FASTENERS AND TIMBER CONNECTORS WITH AMMONIA IN DIRECT 8.30.1 6 CONTACT WITH ACQ-A (OVER A RETENTION LEVEL OF 0.40 PCF), CBA-A (OVER A RETENTION LEVEL ALL CONCRETE WITH SURFACES EXPOSED TO STANDING WATER SHALL BE AIR-ENTRAINED WITH AN OF 0.41 PCF), CA-B (OVER A RETENTION LEVEL OF 0.21 PCF), OR WITH ACZA TREATED WOOD SHALL REV DESCRIPTION DATE AIR-ENTRAINING AGENT CONFORMING TO ASTM C260, C494, AND C618. TOTAL AIR CONTENT FOR BE TYPE 304 OR 316 STAINLESS STEEL. FROST-RESISTANT CONCRETE SHALL BE IN ACCORDANCE WITH ACI 318-14,TABLE 19.3.3.1. 20.TIMBER CONNECTORS CALLED OUT BY LETTERS AND NUMBERS SHALL BE"STRONG-TIE"BY SIMPSON 12.REINFORCING STEEL SHALL CONFORM TO ASTM A615 (INCLUDING SUPPLEMENT Sl), GRADE 60,fy= COMPANY, AS SPECIFIED IN THEIR CATALOG NUMBER C-2016. EQUIVALENT DEVICES BY OTHER 60,000 PSI. EXCEPTIONS: ANY BARS SPECIFICALLY SO NOTED ON THE DRAWINGS SHALL BE GRADE 40, MANUFACTURERS MAY BE SUBSTITUTED, PROVIDED THEY HAVE CURRENT ICC APPROVAL FOR EQUAL fy=40,000 PSI. WELDED WIRE FABRIC SHALL CONFORM TO ASTM Al064. SPIRAL REINFORCEMENT OR GREATER LOAD CAPACITIES. PROVIDE NUMBER AND SIZE OF FASTENERS AS SPECIFIED BY SHALL BE DEFORMED WIRE CONFORMING TO ASTM A615, GRADE 60, fy= 60,000 PSI. MANUFACTURER. CONNECTORS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. 13.DETAILING OF REINFORCING STEEL (INCLUDING HOOKS AND BENDS) SHALL BE IN ACCORDANCE GENERAL WITH ACI 315-99 AND 318-14. LAP ALL CONTINUOUS REINFORCEMENT#6 AND SMALLER 40 BAR ALL 2x JOISTS SHALL BE CONNECTED TO FLUSH BEAMS WITH "LUS"SERIES JOIST HANGERS. ALL TJI DIAMETERS OR 2'-0"MINIMUM. PROVIDE CORNER BARS AT ALL WALL AND FOOTING INTERSECTIONS. JOISTS SHALL BE CONNECTED TO FLUSH BEAMS WITH "IUS"SERIES JOIST HANGERS. ALL DOUBLE-JOISTS STRUCTURAL LAP CORNER BARS #5 AND SMALLER 40 BAR DIAMETERS OR 2'-0"MINIMUM. LAPS OF LARGER BARS BEAMS SHALL BE CONNECTED TO FLUSH BEAMS WITH "MIU"SERIES JOIST HANGERS. e SHALL BE MADE IN ACCORDANCE WITH ACI 318-14, CLASS B. LAP ADJACENT MATS OF WELDED NOTES M WIRE FABRIC A MINIMUM OF 8"AT SIDES AND ENDS. WHERE CONNECTOR STRAPS CONNECT TWO MEMBERS, PLACE ONE-HALF OF THE NAILS OR BOLTS IN EACH MEMBER. N NO BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE SHALL BE FIELD BENT UNLESS SPECIFICALLY m SO DETAILED OR APPROVED BY THE STRUCTURAL ENGINEER. ALL SHIMS SHALL BE SEASONED AND DRIED AND THE SAME GRADE (MINIMUM) AS MEMBERS SCALE- NTS N CONNECTED. a 0 GENERAL STRUCTURAL NOTES CONTINUED FROM Sl .0 THE FOLLOWING APPLY UNLESS SHOWN OTHERWISE ON THE DRAWINGS w cn Lu WOOD J 21.WOOD FASTENERS 23.NOTCHES AND HOLES IN WOOD FRAMING: J Q 0 A. NAIL SIZES SPECIFIED ON DRAWINGS ARE BASED ON THE FOLLOWING SPECIFICATIONS: A. SAWN LUMBER JOISTS AND RAFTERS: NOTCHES AT THE ENDS OF JOISTS SHALL NOT EXCEED 1/4 THE MALSAM JOIST DEPTH. NOTCHES IN THE TOP OR BOTTOM OF JOISTS SHALL NOT EXCEED 1/6 THE JOIST DEPTH, SIZE TYPE LENGTH DIAMETER BE LONGER THAN 1/3 THE JOIST DEPTH, OR BE LOCATED IN THE MIDDLE 1/3 OF THE SPAN. HOLES TSAN G o SHALL NOT BE WITHIN 2"OF THE TOP OR BOTTOM OF THE JOIST AND THE DIAMETER SHALL NOT 8d COMMON 2-1/2" 0.131" STRUCTURAL Z 10d GUN 3" 0.131" EXCEED 1/3 THE JOIST DEPTH. SPACING BETWEEN HOLES SHALL BE A MINIMUM OF TWO TIMES THE Uzi 12d GUN 3-1/4" 0.131" DIAMETER OF THE LARGEST HOLE OR 2"AND SHALL BE LOCATED A MINIMUM OF 2" FROM ANY ENGINEERING 0 1 bd GUN 3-1/2" 0.131" NOTCH. 122 S JACKSON ST z Lu IF CONTRACTOR PROPOSES THE USE OF ALTERNATE NAILS,THEY SHALL SUBMIT NAIL SPECIFICATIONS B. EXTERIOR AND BEARING WALLS: WOOD STUDS ARE PERMITTED TO BE NOTCHED TO A DEPTH NOT SUITE 210 TO THE STRUCTURAL ENGINEER (PRIOR TO CONSTRUCTION) FOR REVIEW AND APPROVAL. EXCEEDING 1/4 OF ITS WIDTH. A HOLE NOT GREATER IN DIAMETER THAN 40%OF THE STUD WIDTH SEATTLE, WA 98104 IS PERMITTED IN WOOD STUDS. HOLES SHALL NOT BE WITHIN 5/8"TO THE EDGE OF THE STUD. 206.789.60 T 206.789.6042 F NAILS-PLYWOOD (APA RATED SHEATHING) FASTENERS TO FRAMING SHALL BE DRIVEN FLUSH TO N FACE OF SHEATHING WITH NO COUNTERSINKING PERMITTED. HOLE OR 2"AND SHALL NOT BE LOCATED AT THE SAME SECTION AS A NOTCH. O a B. ALL BOLTS IN WOOD MEMBERS SHALL CONFORM TO ASTM A307. PROVIDE WASHERS UNDER THE C. CUTS, NOTCHES, AND HOLES IN MANUFACTURED LUMBER, PREFABRICATED PLYWOOD WEB JOISTS, o HEADS AND NUTS OF ALL BOLTS AND LAG BOLTS BEARING ON WOOD. INSTALLATION OF LAG AND PREFABRICATED TRUSSES ARE PROHIBITED EXCEPT WHERE NOTED ON STRUCTURAL PLANS OR SCREWS SHALL CONFORM TO THE NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION PERMITTED BY MANUFACTURER'S RECOMMENDATIONS. r— (2015 EDITION) WITH A LEAD BORE HOLE OF 60-70%OF THE SHANK DIAMETER. LEAD HOLES ARE 00 NOT REQUIRED FOR 3/8"AND SMALLER LAG SCREWS. BOLT HOLES SHALL BE A MINIMUM OF 1/321, 24.PREFABRICATED CONNECTOR PLATE WOOD ROOF TRUSSES SHALL BE DESIGNED BY THE TO A MAXIMUM OF 1/16"LARGER THAN THE BOLT DIAMETER. HOLES SHALL BE ACCURATELY MANUFACTURER IN ACCORDANCE WITH THE"NATIONAL DESIGN STANDARD FOR METAL PLATE- CAI ALIGNED IN MAIN MEMBERS AND SIDE PLATES/MEMBERS. BOLTS SHALL NOT BE FORCIBLY DRIVEN. CONNECTED WOOD TRUSS CONSTRUCTION", ANSI/TPI 1-14 BY THE TRUSS PLATE INSTITUTE FOR THE SPANS AND CONDITIONS SHOWN ON THE PLANS. LOADING SHALL BE AS FOLLOWS: Z C. SDS SERIES WOOD SCREWS CALLED OUT ON PLAN SHALL BE"SIMPSON STRONG-DRIVE"WOOD Q SCREWS BY SIMPSON COMPANY, AND INSTALLED IN STRICT ACCORDANCE TO ICC-ES REPORT TOP CHORD LIVE LOAD 30 PSF ESR-2236. EQUIVALENT SCREWS BY OTHER MANUFACTURERS MAY BE SUBSTITUTED, PROVIDED TOP CHORD DEAD LOAD 10 PSF THEY HAVE CURRENT ICC APPROVAL FOR EQUAL OR GREATER LOAD CAPACITIES. LAG SCREWS BOTTOM CHORD DEAD LOAD 5 PSF ARE NOT AN EQUIVALENT SUBSTITUTION. TOTAL LOAD 45 PSF 22.WOOD FRAMING NOTES-THE FOLLOWING APPLY UNLESS NOTED OTHERWISE ON THE PLANS: WIND UPLIFT (TOP CHORD) 10 PSF BOTTOM CHORD LIVE LOAD 10 PSF A. ALL WOOD FRAMING DETAILS NOT SHOWN OTHERWISE SHALL BE CONSTRUCTED TO THE (BOTTOM CHORD LIVE LOAD DOES NOT ACT MINIMUM STANDARDS OF THE IBC,THE AITC"TIMBER CONSTRUCTION MANUAL", AND THE AF&PA CONCURRENTLY WITH THE ROOF LIVE LOAD) "NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION". MINIMUM NAILING,SHALL CONFORM TO TABLE 2304.10.1. OF THE IBC, LINO. COORDINATE THE SIZE AND LOCATION OF ALL TRUSSES SHALL BE DESIGNED TO NOT ALLOW LIMITED STORAGE PER IBC TABLE 1607.1. WEBS SHALL BE OPENINGS WITH ARCHITECTURAL AND MECHANICAL DRAWINGS. CONFIGURED SO THAT ALL OPENINGS ARE SMALLER THAN 24"WIDE x 42" HIGH. B. WALL FRAMING: REFER TO ARCHITECTURAL DRAWINGS FOR THE SIZE OF ALL WALLS. ALL STUDS WOOD TRUSSES SHALL UTILIZE APPROVED CONNECTOR PLATES (GANGNAIL OR EQUAL). SUBMIT SHALL BE SPACED AT 16"oc, UNO. TWO STUDS MINIMUM SHALL BE PROVIDED AT THE END OF ALL SHOP DRAWINGS AND DESIGN CALCULATIONS TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR WALLS AND AT EACH SIDE OF ALL OPENINGS, AND AT BEAM OR HEADER BEARING LOCATIONS. REVIEW PRIOR TO FABRICATION. SUBMITTED DOCUMENTS SHALL BE STAMPED AND SIGNED BY A TWO 2x8 HEADERS SHALL BE PROVIDED OVER ALL OPENINGS IN STRUCTURAL WALLS, LINO. NAIL STRUCTURAL ENGINEER REGISTERED IN THE STATE OF WASHINGTON. PROVIDE FOR SHAPES, BEARING OWNER MULTI-MEMBER HEADERS WITH TWO ROWS 10d AT 12"oc. SOLID BLOCKING FOR WOOD COLUMNS POINTS, INTERSECTIONS, HIPS, VALLEYS, ETC,SHOWN ON THE DRAWINGS. EXACT COMPOSITION OF HOYER HOMES, LLC SHALL BE PROVIDED THROUGH FLOORS TO SUPPORTS BELOW. PROVIDE CONTINUOUS SOLID SPECIAL HIP, VALLEY,AND INTERSECTION AREAS, USE OF GIRDER TRUSSES,JACK TRUSSES,STEP-DOWN AT MID-HEIGHT OF ALL STUD WALLS OVER 10'-0"IN HEIGHT. TRUSSES, ROOF OVER-FRAMING, ETC SHALL BE DETERMINED BY THE MANUFACTURER UNLESS 1801 GROVE ST, UNIT B SPECIFICALLY INDICATED ON THE PLANS. PROVIDE ALL TRUSS TO TRUSS AND TRUSS TO GIRDER TRUSS MARYSVILLE, WA 98270 ALL WALLS SHALL HAVE A SINGLE BOTTOM PLATE AND A DOUBLE TOP PLATE. END NAIL TOP PLATE CONNECTION DETAILS AND REQUIRED CONNECTION MATERIALS. PROVIDE FOR ALL TEMPORARY AND BOTTOM PLATE TO EACH STUD WITH (3)1 Od NAILS. FACE NAIL DOUBLE TOP PLATES WITH IOd AND PERMANENT TRUSS BRACING AND BRIDGING. AT 12"oc AND LAP MINIMUM 4'-0"AT JOINTS AND PROVIDE (12)1 Od NAILS AT 4"oc EACH SIDE OF JOINT. AT TOP PLATE INTERSECTIONS PROVIDE (3)1Od FACE NAILS. ABBREVIATIONS ALL STUD WALLS SHALL HAVE THEIR LOWER WOOD PLATES ATTACHED TO WOOD FRAMING BELOW ± PLUS OR MINUS GL GLUE LAMINATED OSB ORIENTED STRAND WITH TWO ROWS OF 10d NAILS AT 16"oc, OR ATTACHED TO CONCRETE BELOW WITH 5/8" O DIAMETER TIMBER BOARD N C.Ts q DIAMETER ANCHOR BOLTS AT 4'-0"oc EMBEDDED 7"MINIMUM, UNO. THERE SHALL BE A MINIMUM AB ANCHOR BOLT GR GRADE PLF POUNDS PER LINEAR JP OF TWO BOLTS PER PLATE SECTION WITH ONE BOLT LOCATED NOT MORE THAN 12" c OR LESS THAN ADDL ADDITIONAL GT GIRDER TRUSS FOOT °F WAS 4-1/2" FROM EACH END OF THE PLATE SECTION. INDIVIDUAL MEMBERS OF BUILT-UP POSTS SHALL ALT ALTERNATE GWB GYPSUM WALLBOARD PLY PLYWOOD ,�� 0a BE NAILED TO EACH OTHER WITH TWO ROWS OF 1 Od AT 16"oc. UNLESS NOTED OTHERWISE, APPROX APPROXIMATE HD HOLDOWN PREFAB PREFABRICATED GYPSUM WALLBOARD SHALL BE FASTENED TO THE INTERIOR SURFACE OF ALL STUDS AND PLATES ARCH ARCHITECT, HDR HEADER PSF POUNDS PER -v WITH #6 x 1-1/4"TYPE S OR W SCREWS AT 8"oc. UNLESS NOTED OTHERWISE, 1/2" (NOMINAL) APA ARCHITECTURAL HF HEM FIR SQUARE FOOT �.t� + 43 68 RATED SHEATHING (SPAN RATING 24/0) SHALL BE NAILED TO ALL EXTERIOR SURFACES WITH 8d BLKG BLOCKING HGR HANGER PSI POUNDS PER NAILS AT 6"oc AT PANEL EDGES AND TOP AND BOTTOM PLATES (BLOCK UN-SUPPORTED EDGES) BM BEAM HM HIP MASTER SQUARE INCH S70NAIL. AND TO ALL INTERMEDIATE STUDS AND BLOCKING WITH 8d NAILS AT 12"oc. ALLOW 1/8"SPACING BOE BOTTOM OF HORIZ HORIZONTAL PSL PARALLEL STRAND AT ALL PANEL EDGES AND PANEL ENDS. EXCAVATION HT HEIGHT LUMBER BOT BOTTOM IBC INTERNATIONAL PT PRESSURE TREATED PRINCIPAL ICT C. FLOOR AND ROOF FRAMING: PROVIDE DOUBLE JOISTS UNDER ALL PARALLEL PARTITIONS THAT CL CENTERLINE BUILDING CODE LUMBER ENGINEER JCM EXTEND OVER MORE THAN HALF THE JOIST LENGTH AND AROUND ALL OPENINGS IN FLOORS OR CLR CLEARANCE INT INTERIOR REINF REINFORCING ROOFS, UNO. PROVIDE SOLID BLOCKING AT ALL BEARING POINTS. TOENAIL JOISTS TO SUPPORTS CONT CONTINUOUS IRC INTERNATIONAL REQD REQUIRED DRAWN TTH,KIDS WITH (3)1Od NAILS. ATTACH TIMBER JOISTS TO FLUSH HEADERS OR BEAMS WITH SIMPSON METAL DBL DOUBLE RESIDENTIAL CODE SOG SLAB ON GRADE PROJECT NO 0235.2013.01.21 JOIST HANGERS IN ACCORDANCE WITH NOTES ABOVE. NAIL ALL MULTI-JOIST BEAMS TOGETHER DF DOUGLAS FIR JST JOIST SQ SQUARE WITH TWO ROWS IOd AT 12"oc. TOENAIL RIM JOIST TO TOP PLATE WITH IOd AT 6"oc. TOENAIL DP DEEP, DEPTH K KIPS (1000 LBS) STD STANDARD PERMIT SET BLOCKING BETWEEN JOISTS TO TOP PLATE WITH (3)1 Od NAILS. DN DOWN KP KING POST SW SHEARWALL DS DRAG STRUT L LENGTH T&G TONGUE AND GROOVE 8.30.16 UNLESS NOTED OTHERWISE ON THE PLANS, PLYWOOD ROOF AND FLOOR SHEATHING SHALL BE DWGS DRAWINGS LBS POUNDS THIRD THREADED LAID UP WITH GRAIN PERPENDICULAR TO SUPPORTS AND NAILED AT 6"oc WITH 8d NAILS TO (E) EXISTING LONG LONGITUDINAL TPL TRIPLE REV DESCRIPTION DATE FRAMED PANEL EDGES,STRUTS AND OVER STUD WALLS AS SHOWN ON PLANS AND AT 12"oc TO EA EACH LSL LAMINATED TRANSV TRANSVERSE INTERMEDIATE SUPPORTS. PROVIDE APPROVED PLYWOOD EDGE CLIPS CENTERED BETWEEN EMBED EMBEDMENT STRUCTURAL LUMBER TYP TYPICAL JOISTS/TRUSSES AT UNBLOCKED ROOF SHEATHING EDGES. ALL FLOOR SHEATHING EDGES SHALL EQ EQUAL LVL LAMINATED VENEER LINO UNLESS NOTED HAVE APPROVED T&G JOINTS OR SHALL BE SUPPORTED WITH SOLID BLOCKING. ALLOW 1/8" EQUIV EQUIVALENT LUMBER OTHERWISE SPACING AT ALL PANEL EDGES AND ENDS OF FLOOR AND ROOF SHEATHING. TOENAIL BLOCKING EW EACH WAY MAX MAXIMUM VERT VERTICAL TO SUPPORTS WITH 10d AT 12"oc, LINO. EXP EXPANSION MB MACHINE BOLT W WIDE OR WIDTH EXT EXTERIOR MFR MANUFACTURER w/ WITH FDN FOUNDATION MIN MINIMUM w/o WITHOUT FRMG FRAMING MISC MISCELLANEOUS WHS WELDED HEADED GENERAL FT FEET NO NUMBER STUD FTG FOOTING NTS NOT TO SCALE WTS WELDED THREADED STRUCTURAL GA GAUGE oc ON CENTER STUD GALV GALVANIZED OPP OPPOSITE WWM WELDED WIRE MESH NOTES E a M CO N SCALE- NTS m Q N C 0 0 mot w Lu w of J J Q z 0 MALSAM CL 0 TSANG o D 4'-0" MIN Z STRUCTURAL z ENGINEERING W 122 S JACKSON ST CD CONCRETE WALL SUITE 210 SEAT .. . _a° TEE, WA 98104 IL ADD (2)#4 DIAGONAL w ° . 206.789.6038 T IN WALL ,�,. ° 206.789.6042 F z.. Cie .. a =1 11=III=1 I I 111=1 11= 1=1 11=1 I M < CORNER BARS TO _ CORNER BARS TO MATCH CROSS WALL Z _.. •: :. I II 1� = - -_.1=1�1 111 III=III=III=III a O' 4- ° _ —111=III=III 1 ° 4 MATCH HORIZ REINF HORIZ REINF(ALT HOOKS) �;�' p — a - II=1 III-III=I I I I II I I11 ° ... ... :• . : . .. . •.. �. Eli I II I II I II = - _— 1I I II I II l it l 11 l 11 l —III— —1 I I—I I I—I I 00 NORMAL FOOTING III=1 ----------- _ ° ° 1=1 —III a 11=1 III—I 1(- REINFORCING 1=1 I III ° p a d ° ° PIPE SLEEVES -11I—III— a —III=1 =1I —I I N III III III—III 1-1 I _ °AS REQ _° ° =1I —III —III—I I1=1I1=1I ADD BARS TO _ _ ADDITIONAL TYP CORNER -1 ° I I =1I k= -III—III I_I —III III—I - =1 a I'x 1 -III—I —i1:1T u1a = =1 11=III=11 MATCH NORMAL 11=III=1I1=1I I I1=1I I_I 24 I—I — -Q —III—III—III III=1 1=III— VERT BARS BARS: =III I= ° ° =11 i- - 114-111-1 —III �r � Ir REINFORCING N _ 11= —III—II IIIIIIII11 ° a a ° 1=1I _ III- III J p -� I_I I ° =1 I1=� III -III III—I I_I 11—III LINE OF EXCAVATION III I1I-11I I11—III 11I I I I I11 III—I' -111= -1=�— ---— — — CROSS WALL -- - — — — � —11 =�'"6 —III I� =11 III—III 111-111 111—III—I 1 I 111 111=11 I =111=111=1 11=1 I I 111=111=111=1 11=111=1 I I 111-111=11 I—I L1-1 11-1 I I-1 11 111 111 111- =111=III—I11=111=1I1=111=1 SINGLE CURTAIN ° 1=111=111=1I III—III-111—III-111=1I II II I I IIII—III- -III I1=1I -III—III=1 -MIN=I11=1I— I — I—III—III—III—i I I—i —I 2'-0"MIN EXCAVATION NOT NORMAL FOOTING ALLOWED BELOW REINFORCING THIS LINE TYPICAL CORNER BARS AT �I TYPICAL STEPPED FOOTING CONCRETE WALLS AND FOOTINGS PIPE AND TRENCH LOCATIONS 3 OWNER HOYER HOMES, LLC 1801 GROVE ST, UNIT B MIN 2 STUDS MARYSVILLE, WA 98270 (MIN (3) STUDS WHERE CORNER OCCURS) NAIL MULTIPLE HOLDOWN STUDS w/ (2)12d AT 6"oc i N LP C.TSq PROVIDE PANEL 1 3f WAS EDGE NAILING I Q OA OVER ALL EXTRA STUD AT - Z HOLDDOWN STUDS I CORNER CONDITION .o OR (2) ROWS AT POST STHD HOLDOWN ��` �Fc43968 HOEDOWN CAN BE PER PLAN INSTALL S/ONA1.E� ATTACHED TO BEARING (TRIMMER) I I OVER SHEATHING STUDS I I I LEAVE STRAP UN-NAILED PRINCIPAL ICT POST, PLINTH, AND FTG SHEARWALL I I UNTIL JUST PRIOR ENGINEER JCM PER PLAN I I I TO COVERING DRAWN TTH,KDS PROJECT NO 0235.2013.01.21 • I I FRAMING CONT WHERE OCCURS Li PERMIT SET 8.30.16 PT POST PER PLAN o a a o I 1 1/2" MIN WRAP REINF AROUND REV DESCRIPTION DATE 1 1 1 CORNER AS REQD 10"0 PLINTH PB OR ABU SERIES POST IN SHEAR CONE O a REINF w/ (4)#4 x L VERT BASE PER PLAN w/ OF STRAP ° ' ° I f- CORNER OF FDN 5/8"0x8"AB WHERE OCCURS z LSTHD / STHD HOLDOWN SCHEDULE TYPICAL 1T1-1T1-11-I�1-111 " 1�1=11=1 I l=l I 1=1Ti PLAN '� HOPOOW� CONCRETE II—III—III=III—III �° I=III— III—III=III- z_ III—I I_I —I I_I I I III—I I —III—I11=1I[ MARK NAILS CO II1=1I1=1II—II1= � — —II1=1I1=1I1= � FOOTING SIZE AND - _ a DETAILS I—I 'O M REINF PER PLAN —III= LSTHD8(RJ) (20)16d SINKERS DBL STUD 1=1 ° ° -III—III ° III=11I s -III—III— — — — — — — STHD10(RJ) (28)16d SINKERS DBL STUD —III—I 1=t 11=1 11=1 11=1 11=1 11=1 11=1 11= SCALE-NTS 111 111ll1111F,111IF111Fl111 l 1—ir1 111Fll111�l:11 N STHD I4(RJ) (30)l6d SINKERS DBL STUD iD 16d SINKERS = 0.148"0 x 3 1/4" Q MINIMUM SIZE OF POST LINO 4• ON FRAMING PLANS 6 PT 2x MUDSILL, CONN PER PLAN U gy FINISH GRADE z 1, Im.— M p 0 o 17 _ 77 ° cn Lu —III—I I—I I—I I—III—I I—I I I—I I I—I I I—III—I c=a i—I i—iTi—iTi—i I ° #4 CONT TOP BAR, 5" FROM TOP WALL U #4 AT 10"oc HORIZ Q � MALSAM 0 o SHEARWALL PER PLAN VERT GRAIN BLOCKING SHEARWALL PER PLAN ° TSAN G 0 Z TO MATCH HOLDOWN STUDS 4 o STRUCTURAL W PANEL EDGE NAILING AND POSTS PANEL EDGE NAILING #4 AT 18"oc VERTICAL, < NOTES: ENGINEERING Z OVER HOLDOWN STUDS OVER HOLDOWN STUDS CENTERED IN WALL (� -COMPACT BACKFILL w/ HAND 122 S JACKSON ST (3)1 Od TOENAILS THRU EA OPERATED EQUIP WITHIN 3'-0" °� CRAWL SPACE HOLDOWN PER PLAN HOLDOWN PER PLAN SUITE 210 JOIST OR BLOCK OF WALLS,8"MAX LIFTS (LOOSE) FINISH GRADE SEATTLE, WA 98104 -DO NOT EXCEED MAXIMUM ° NAILING PER SHEARWALL (4)8d INTO EA BLOCK _ m SCHEDULE PT 2x PLATE - RIP TO MATCH III==— --_ GRADE DIFFERENCE DURING _ _ JOIST DIRECTION AND FOUNDATION WALL w/AB PER BACKFILLING I I=I I I—I I I—I I I—I I I—III—III—III—I I — 206.789.6038 T 2x RIM JOIST SHEATHING PER PLAN SHEARWALL SCHEDULE -NOT INTENDED FOR FULL HEIGHT ° III-III I I, ,I I, ,I ITiI II I II I II I II I II I I I I o 206.789.6042 F OR BEAM PER PLAN NAILING PER SHEARWALL (5/8"0 AT 48"oc ELSEWHERE) BASEMENT WALL SCHEDULE ° M JOIST DIRECTION AND a EDGE NAILING OF SLAB ON GRADE SHEATHING PER PLAN SHEATHING FOOTING DRAIN PER PLAN SHEARWALL ABOVE / WHERE OCCURS NOT SHOWN FOR CLARITY 0 / TO BE CONT SLAB ON GRADE N WHERE OCCURS #4 x 2'-0"DOWEL AT 18"oc or - - - - - - - - - ;; — - - - - - - - USE FULL HT VERT BARS Z PT 2x6 PLATE w/AB -I11=III=III=1I I-1I1=1I1=1I1=1I a PER SHEARWALL SCHEDULE -I I1=1I1=1I1=1I1=1I1=1I1=1I1=1I a I=I -I I=III=III—I I1=11I—III °° 1-III=111-III=1I I—III=1I I—III INTENTIONALLY (5/8"0 AT 48"oc ELSEWHERE) a J FOUNDATION PER I I1 FOUNDATION PER 1 LB SERIES TOP FLANGE 6"FDN WALL ROUGHENED DETAIL SHEET D-1 (I=11 WHERE JOISTS ARE DETAIL SHEET D-1 III=11 HANGER CONST JOINT =11I a PARALLEL, PROVIDE III a #4 CONT IN FOOTING III=1I III—II (2) —ii—III 2x BLKG (MIN 121) AT 48"oc 111—I11 (2)LAYERS OF BLDG PAPER 2"CLR,TYP -III_III—II III III—II SNUG FIT BETWEEN JOISTS 11=1I1=III I1=1I1=III ° -III—i — -III—I AND WALL 11=III III=III=III=III= —III III III-III—III= ° -III-1 a ° ° —III „III III I I —I ° ° =I I I_I III„ II—III III—I III III=1 — ° 0 -I 1=1 I=1 =1 —III 11-1 I- 111 III 1=1 1 -III 111—III I I=I I I—ITI=1_ I-111_I III—III—I I_I I—I ° SET FOOTING AT UNDISTRURBED 1 _6 U SOIL WITH 2O00 PSF MINIMUM ALLOWABLE SOIL BEARING CAP 3 OWNER HOYER HOMES, LLC 1801 GROVE ST, UNIT B MARYSVILLE, WA 98270 PN C.Tsq �J of WAS �Q o z t 3/S3.1 PROVIDE MSTC PER TABLE 43968 p PROVIDE CSl 6 x 3'-0"STRAP MSTC MAY OVERLAP CENTERED ON RIM ��` �F�►STER`` STHD HOLDOWN BETWEEN CRIPPLE WALL AND S�ONAI.�� STRAP AS REQUIRED WALL ABOVE WHERE FOUNDATION eb HOLDOWN SPECIFIED PRINCIPAL ICT ENGINEER JCM PT 2x SILL PLATE-TYP CL STRAP RIM JOIST (2)2x TOP PLATE CONN PER 3/S4.1 DRAWN TTH,KIDS PROJECT NO 0235.2013.01.21 I I - PERMIT SET I I PT —GRADEIN 8.30.16 a ° ° ° ° lb it PT MOVE FND It STEP A$ REV DESCRIPTION DATE J Q II °II READ x w " SHEATHE AND NAIL Q 0 a U CRIPPLE WALL TO MATCH a Z a° m a° a all PT SHEARWALL ABOVE o w 4. x ° ° ° ll i_j Q ii tt to a Q 4 ° '�' ° lllllllllllll o ° a a MAX 1 II-1�1—III _ " PT HOLDOWN PER PLAN a ° ° ° ° ;; 60 _ „ CONCRETE —I I— a a a a ° a ° +� a � a LTI111T11 ° a ° a, `� ° a DETAILS I III—_ ° a ° ° o � 'P ° l°I HOLDOWN SCHEDULE 1 1 III—III I_I I_I f I III—I 1=1 1=1 I III—III I I I=1 1=1 I °4 ° ' III-1I1=III—III_III—III III—III=1I1=III III TI—III=III-1I1=1 ° ° a a ° _ ° -1_ GRADE AT CRIPPLE WALLS — CONCRETE STEPPED FOOTING ° a4 ° a ° a PLAN MARK SUBSTITUTION PER 1/S3.0 a ° ° ° ( ) SCALE- NTS NOTE: FOR CRIPPLE WALLS TALLER THAN III—III ° ° a ° ° ° LSTHD8 RJ LSTHD8 w/MSTC52 III—II N 4'-0"; CONTACT ENGINEER PRIOR TO L�111I II 1 °° a ° ° 4 a ° STHD10(RJ) STHD10 w/MSTC66 g TO CONSTRUCTION (E.G.SETTING OF _111=11 a e ° ° ° a MUDSILL ANCHOR BOLTS AND HOEDOWNS —III=1 —_ _ _ — — — — °- — — — _ — — — - - — — — - STHD14(RJ) STHD14 w/MSTC78 11=1 I I—III—I 1=1 1=1 1=1 11=1 1=1 1=1 1=1 I—I 1=1 1=1 11=1 1=1 1=1 1=1 I I I=1 11=1 11=1 1=1 11=1 1=1 I I—I 1=1 11=1 1=1 1= 6 I- 0 �0_ 0 R w m L a J J Q Z MALSAM RIM JOIST SHEARWALL SCHEDULEoo®o©o T OR BEAM 1 SA 1 nI Y G PANEL EDGE TOP PLATE CONNECTION BASE PLATE CONNECTION STRUCTURAL z PANEL EDGE MARK SHEATHING w NAILING NAILING TJI RIM BEAM®90 AT WOOD AT CONCRETE HOLDOWN CAN BE ENGINEERING w CONT SHEATHING SWb 1/2" PLY or 7/16"OSB 8d AT 6"oc 1 Od AT 6"oc A35 AT 30"oc 12d AT b"oc 5/8"Q) AB AT 48"oc ATTACHED TO BEARING CD BETWEEN RIM AND SW4 1/2" PLY or 7/16"OSB 8d AT N oc I Od AT 4"oc A35 AT 18"oc 12d AT 4"oc 5/8"0 AB AT 42"oc 122 S JACKSON ST AND WALL BELOW (TRIMMER) STUD SUITE 210 g SW3 ® 1/2" PLY or 7/16"OSB 8d AT 3"oc (2)ROWS IOd AT 6"oc A35 AT 16"oc (2)ROWS 12d AT 6"oc 5/8"0 AB AT 36"oc NAIL MULTIPLE SEATTLE, WA 98104 SW2 ® 1/2" PLY or 7/16"OSB 8d AT 2"oc (2)ROWS IOd AT Nbc A35 AT 12"oc (2)ROWS 12d AT 4"oc 5/8"O AB AT 24"oc HOEDOWN STUDS CS HOEDOWN PER PLAN w/ (2)1 Od AT 6"oc INSTALLED OVER SHEATHING 206.789.6038 T DETAIL A z w/ (16)8d EA END 206.789.6042 F SHEARWALL PER PLAN _ OF STRAP d' r lOd NAILING (D BLOCK PANEL EDGES WITH 2x4 LAID FLAT AND NAIL PANELS TO INTERMEDIATE SUPPORTS WITH 8d AT 12"oc. SHEATHING PER PLAN (� o PER SCHEDULE U Q 8d NAILS SHALL BE 0.131"0 x 2-1/2", 1 Od NAILS SHALL BE 0.131"0 x 3", AND 12d NAILS SHALL BE 0.131'0 x 3-1/4". r 2x NAILER FULL WIDTH VERTICALco Q EMBED ANCHOR BOLTS AT LEAST 7". ALL BOLTS SHALL HAVE 3"x 3"x 0.229"PLATE WASHERS.THE PLATE JOIST DIRECTION IUI GRAIN 2x BLOCKING WASHER SHALL EXTEND TO WITHIN 1/2"OF THE EDGE OF THE BOTTOM PLATE ON THE SIDE WITH SHEATHING. PER PLAN (nl M. TO MATCH HOLDOWN N ® 3x STUDS OR DBL STUDS NAILED TOGETHER w/ 10d NAILING IS REQD AT ABUTTING PANEL EDGES OF SW3 _ _ _ _ _ STUDS AND SW2. REFER TO DETAIL C. WHERE 3x STUDS ARE USED,STAGGER NAILS AT ADJOINING PANEL EDGES. LEAVE HOLDOWN HEADER/BEAM UN-NAILED UNTIL z QTWO STUDS MINIMUM OR POST PER PLAN ARE REQUIRED AT EACH END OF ALL SHEARWALLS AND ALL END _ IT _ PER PLAN J DETAIL B STUDS SHALL RECEIVE PANEL EDGE NAILING. JUST PRIOR TO COVERING z_ I I �— © ALL EXTERIOR WALLS SHALL BE SWb, UNLESS NOTED OTHERWISE. I REFER TO PLAN FOR �-.--—SHEATHING EDGE NAILS SHALL NOT BE SPACED LESS THAN 3/8" FROM EDGES OF SHEATHING. SHEATHING NAILS SHALL BE LOCATIONS WHERE � DRIVEN SO THEIR HEADS ARE FLUSH WITH SHEATHING (NOT COUNTERSUNK). I I WALL CONTINUES II EDGE NAILING OVER EA STUD ® LTP4's INSTALLED OVER SHEATHING WITH 8d (0.131"0 x 2-1/2") NAILS MAY BE SUBSTITUTED FOR A35's AT BEARING (TRIMMER) STUD CONTRACTORS OPTION. I I BELOW HEADER/BEAM 1 Od NAILING PER SCHEDULE O A35's OR LTP4's MAY BE ELIMINATED PER DETAIL A OR DETAIL B. DETAIL C PLAN VIEW AT ABUTTING PANEL EDGES OF SW3 AND SW2 2 TYPICAL CS16 HOLDOWN 3 OWNER HOYER HOMES, LLC 1801 GROVE ST, UNIT B MARYSVILLE, WA 98270 C.Tsq `JP of WAS o 1 SHEARWALL PER PLAN Z -o 1 0 ,P 43968 (12)1 Od AT 4"oc STAGGERED 1 Od AT 12"oc STAGGERED FGls'TER AT EACH SIDE OF SPLICE ELSEWHERE S�ONAL PANEL EDGE NAILING OF SHEARWALL BELOW I TOP CHORD SPLICE 2x JOISTS (4)8d INTO 2 PRINCIPAL ICT PER PLAN EA BLOCK SHEARWALL PER PLAN ENGINEER JCM DRAWN TTH,KIDS PROJECT NO 0235.2013.01.21 (3)1 Od TOENAILS T SHEARWALL PER PLAN BOTTOM CHORD SPLICE EA JOIST/BLOCK 1O PANEL EDGE NAILING PER PERMIT SET SHEARWALL SCHEDULE 8.30.1 6 2x BLKG A35 AT TOP PLATE P\\— KG (MIN 12"L)BETWEEN JOISTS CONNECTION8"oc Q2 10d NAILING PER SHEARWALL REV DESCRIPTION DATE SCHEDULE PANEL EDGE NAILING Ile1 3� 10d NAILING PER SHEARWALL SHEATHING PANEL JOINT SCHEDULE OF HIGHER CAPACITY 3 SHEARWALL PER PLAN w/ PANEL EDGE NAILING SHEARWALL or 1 Od AT 12"oc AT NON-SHEARWALLS ' 4'-0"MIN BETWEEN SPLICES 2x4 BLOCKING BETWEEN STUDS ' SPLICE O OCCUR TYPICAL PANEL EDGE NAILING OF VERT STUD TYPICAL I B _ NOTE: BOTTOM PLATE WOOD FRAMING CONNECTION 1. NAILING AT TOP PLATE SPLICES MAY BE ELIMINATED w/ DETAILS BEARING WALL NON-BEARING WALL CSI6x30" I 2 2. WHERE VERTICAL PENETRATIONS THRU PLATE EXCEED 1" N SHEARWALL PER PLAN FOR A 4x WALL OR 3"FOR A 6x WALL-PROVIDE CSI6 x 30" SCALE- NTS NOTE: AT TOP PLATE N SEE SHEARWALL SCHEDULE FOR ALL NAILING AND CONNECTIONS, NOT OTHERWISE NOTED 3. MINIMUM EDGE DISTANCE FOR VERTICAL PENETRATIONS TYPICAL SHEARWALL CONSTRUCTION TOP PLATE IS 1-1/4" AT SHEARWALLS 44 TYPICAL SHEARWA LL INTERSECTIONS TYPICAL TOP PLATE SPLICE Q w w L w x c� J J Q Z MALSAM 0 TSANG U z Z STRUCTURAL W A35 PER SHEARWALL Z SCHEDULE A35 PER SHEARWALL ENGINEERING Z SCHEDULE 122 S JACKSON ST (3)1 Od TOENAILS THRU PANEL EDGE NAILING VERT GRAIN BLKG TO MATCH SUITE 210 < EACH JOIST OR BLOCK OVER ALL HOLDOWN STUDS SEATTLE WA 98104 HOLDOWN STUDS AND POSTS ' PANEL EDGE NAILING (4)8d INTO EA BLOCK HOLDOWN PER PLAN (4)8d INTO EACH BLOCK 206.789.6038 T N OF SHEARWALL BELOW 206-789,6042 F NAILING PER SHEARWALL JOIST DIRECTION AND SCHEDULE SHEATHING PER PLAN M 0 U JOIST, BEAM, OR I III[ IVI r BLKG PER PLAN IAI IAI 2x RIM JOIST OR00 BEAM PER PLAN I N JOIST DIRECTION AND \/ / /\ WHERE JOISTS ARE / Z SHEATHING PER PLAN PARALLEL PROVIDE LEAVE ONE END OF \/ (3)1 Od TOENAILS THRU Q 2x BLKG (MIN 12"L) STRAP UN-NAILED UNTIL I /\ EACH JOIST OR BLOCK J SHEARWALL PER PLAN AT 48"oc JUST PRIOR TO COVERING / WHERE JOISTS ARE SHEATHING CAN BE PLACED � � ON EITHER SIDE OF WALL HEADER/BEAM PARALLEL, PROVIDE PER PLAN SHEARWALL PER PLAN 2x BLKG (MIN 12"L) AT 48"oc HEADER/BEAM PER PLAN 1 2 3 OWNER HOYER HOMES, LLC 1801 GROVE ST, UNIT B MARYSVILLE, WA 98270 PN C. Ts �J of wn s z SHEARWALL PER PLAN .o 0 R 43968 p �� 8d AT 6"oc FGISTER� 8d AT 6"oc 2x6 LEDGER NALE� w/ (3)1 Od EACH STUD 1 Od AT b"oc 2x4 BLOCKING EA SIDE PRINCIPAL ICT NAILING PER ENGINEER JCM SHEARWALL SCHEDULE 8d AT 6"oc TO 2x4 BLKG 8d AT 6"oc TO 2x4 BLKG DRAWN TTH,KDS (3)1 Od TOENAILS PROJECT NO 0235.2013.01.21 EACH BLOCK 8d AT 6"oc INTO PRE-MFR TRUSSES (4)8d INTO EACH BLOCK 2x BLOCKING AND SHEATHING PER PLAN PERMIT SET JOISTS AND JOIST DIRECTION AND NAILING PER JOIST w/ HANGER AND SHEATHING PER PLAN (3)1 Od TOENAILS SHEATHING PER PLAN SHEARWALL SCHEDULE SHEATHING PER PLAN 8.30.1 6 THRU EACH JOIST REV DESCRIPTION DATE WHERE JOISTS ARE PARALLEL, PROVIDE PRE-MFR TRUSSES OD FRAMING BEAM PER PLAN 2x BLKG (MIN 12" L) AND SHEATHING PER PLAN DETAILS WO HANGER PER TRUSS MFR AT 48"oc C e 2x4 CONT BLKG w/ 2x4 BLKG BETWEEN 1 Od AT 6"oc TO BEAM FLOOR JOISTS w/ M 1 Od AT 6"oc TO BEAM N BEAM PER PLAN a BEAM PER PLAN SCALE- NTS m N C O TYPICAL DROPPED BEAM 6 4 , -�� I pp NOR W W 10 a J Q Z MALSAM 0 TSAN G g STRUCTURAL m ENGINEERING w z 122 S JACKSON ST w SUITE 210 a PRE-MFR TRUSSES AND 8d AT 6"oc PRE-MFR TRUSSES AND SEATTLE, WA 98104 SHEATHING PER PLAN SHEATHING PER PLAN clig 2x4 LOOKOUTS 206.789.6042 F RBC AT 36"oc LAID FLAT AT 24"oc NOTCH TO LET FULL DEPTH 2x BLOCKING LOOKOUTS THRU M (MAY BE DRILLED FOR VENTING) w/8d AT 6"oc FASCIA — — — — (2)1 Od THRU r— PER ARCH LOOKOUT PER ARCH 00 X SCISSOR TRUSS (1'-6"MAX) DUTCH HIP MASTER N FASCIA PER ARCH (NAIL AND SHEATHE WHERE OCCURS PER ARCH PER SW6) Z H2.5A EACH TRUSS 8d AT 6"oc Q SHEARWALL PER PLAN H2.5A EACH SIDE OF 2x4 BLOCKING J MULTIPLE TRUSSES w/ IOd AT 6"oc TO 2x6 BLOCKING �.. HEADER/BEAM BLOCKING PER PLAN HANGER PER TRUSS MFR 1 2 3 OWNER HOYER HOMES, LLC 1801 GROVE ST, UNIT B MARYSVILLE, WA 98270 N C.TS of WAS hQ O Z 2x4 LOOKOUTS 'a PER ARCH 8d AT 6"oc ROOF SHEATHING (5)8d LAID FLAT AT 24"oc �,c� RFGls-ro�O PANEL EDGE NAILING OF (1'-6"MAX) PER PLAN 8d AT 6"oc SHEATHING PER PLAN 6101YAI SE SHEARWALL BELOW 2x4 LOOKOUTS 2x4 BLKG w/ (2)1Od THRU LAID FLAT AT 24"oc TRUSS TOP CHORD EA END PRINCIPAL ICT FASCIA PER ARCH — — — — (2)l Od THRU ENGINEER JCM PRE-MFR TRUSSES AND (2)1 Od THRU LOOKOUT SHEATHING PER PLAN LOOKOUT (6)1 Od THRU BLOCK PER ARCH DRAWN TTH,KDs NOTCH TO LE INTO BRACE PROJECT NO 0235.2013.01.21 LOOKOUTS FASCIA PER (1'-6"MAX) NOTCH TO LET ARCH THRU 8d AT 6"oc LOOKOUT THRU PERMIT SET TRUSS TO BE DESIGNED TO TRANSFER 230 LBS/FT SHEATHING PER PLAN TRUSS SHEATHED 8.30.16 LATERALLY FROM TOP A34 (BRACE PRE-MFR TRUSSES AND NAILED PER SW6 CHORD TO BOTTOM CHOR TO TOP PLATE) PER PLAN REV DESCRIPTION DATE ALONG ENTIRE LENGTH OF TRUSS 2x NAILER 10d NAILING PER 2x4 ((2)2x4 WHERE LENGTH EXCEEDS SHEARWALL SCHEDULE b'-0") BRACE AT 8'-0"oc MAX 8d AT b"oc NAIL (2)2x4 w/l Od AT 12"oc 2x6 NAILER w/ (2)1 Od SHEARWALL TO EA TRUSS VERT SHEARWALL PER PLAN PER PLAN GABLE END TRUSS SHEATHED AND (24"oc MAX) NAILED PER SW6 OR TO BE DESIGNED WOOD FRAMING TO TRANSFER 200#/FT OF LATERAL DETAILS LOAD TO TOP PLATE IF TRUSS SHEATHING IS NOT AN OPTION e A35 AT 36"oc a 0 SCALE- NTS N m Q N C g 4 5 . CITY OF ARLINGTON 238 N. OLYMPIC AVE-ARLINGTON, WA. 98223 PHONE; (360)403-3551 BUILDING PERMIT _ Address:21504 87th Ave NE Permit#:1286 Parcel#:00486800000708 Valuation:200000.00 OWNER APPLICANT CONTRACTOR Name:HOYER HOMES,LLC Name:Hoyer Homes,LLC Name:Hoyer Homes Address: 1801 GROVE ST STE B Address:1801 Grove Street,Unit B Address: 1801 Grove Street,Unit B City,State Zip:MARYSVILLE,WA 98270 City,State Zip:Marysville,WA 98270 City,State Zip:Marysville,WA 98270 Phone: Phone:425-879-2494 Phone:425-879-2494 MECHANICAL CONTRACTOR PLUMBING CONTRACTOR Name: Name: Address: Address: City,State,Zip: City,State,Zip: Phone: Phone: LIC#: EXP: LIC#: EXP: JOB DESCRIPTION PERMIT TYPE: Single Family Residence CODE YEAR: 2015 STORIES: 2 CONST.TYPE: DWELLING UNITS: I OCC GROUP: BUILDINGS: I OCC LOAD: } PERMIT APPROVAL I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUCTION AND IN DOING THE WORK AUTHORIZED THEREBY;NO PERSON WILL BE EMPLOYED IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO WORKMEN'S COMPENSATION INSURANCE AND RCW 18.27. THIS APPLICATION IS NOT A PERMIT UNTIL SIGNED BY THE BUILDING OFFICIAL OR HIS/HER DEPUTY AND ALL FEES ARE PAID. IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED. IBC110/IRC110. SALES TAX NOT 'Sales tax relating to construction and construction materials in the City of Arlington must be reported on your sales tax return form and code ity Arlington#3101. I Signature Print Name Date Released By Date CONDITIONS See red lined drawings. Adhere to approved plans. Additional requirements:Plant two trees on site per final plat, one at the rear of the lot and the other in the front or as a street tree; silt fence is required along the entire length of both the east and south lines of the property,turn ends up-gradient to create catchment at each end. THIS PERMIT AUTHORIZS ONLY THE WORK NOTED.THIS PERMIT COVERS WORK TO BE DONE ON PRIVATE PROPERTY ONLY. ANY CONSTRUCTION ON THE PUBLIC DOMAIN(CURBS,SIDEWALKS,DRIVEWAYS,MARQUEES,ETC.)WILL REQUIRE SEPARATE PERMISSION. PERMIT FEES Date Description Fee Amount 1/23/2017 Building Permit Fee $2,161.19 1/23/2017 Building Plan Review Fee $1,404.77 1/23/2017 Furnace $25.00 1/23/2017 Gas Outlets Base Fee 1 to 5 $10.00 1/23/2017 Mechanical Permit Base Fee $25.00 1/23/2017 Plumbing Permit Fee(Enter Fixture Fee) $144.00 1/23/2017 Processing/Technology Fee $25.00 1/23/2017 State Building Code Surcharge Fee $4.50 1/23/2017 Vents $10.00 1/23/2017 Water Heater $25.00 Total Due: $3,834.46 Total Payment: $0.00 Balance Due: $3,834.46 CALL FOR INSPECTIONS lit I LDIN(:(360)•403-3417 When calling for an inspection please leave the following information: Permit Number,Type of Inspection being requested,and whether you prefer morning or afternoon CITY OF ARLINGTON 238 N. OLYMPIC AVE -ARLINGTON, WA. 98223 ' PHONE; (360)403-3551 BUILDING PERMIT Address:21504 87th Ave NE Permit#:1286 Parcel#:00486800000708 Valuation:200000.00 OWNER APPLICANT CONTRACTOR Name:HOYER HOMES,LLC Name:Hoyer Homes,LLC Name:Hoyer Homes Address: 1801 GROVE ST STE B Address:1801 Grove Street,Unit B Address: 1801 Grove Street,Unit B City,State Zip:MARYSVILLE,WA 98270 City,State Zip:Marysville,WA 98270 City,State Zip:Marysville,WA 98270 Phone: Phone:425-879-2494 Phone:425-879-2494 MECHANICAL CONTRACTOR - - PLUMBING CONTRACTOR Name: Name: Address: Address: City,State,Zip: City,State,Zip: Phone: Phone: LIC#: EXP: LIC#: EXP: JOB DESCRIPTION PERMIT TYPE: Single Family Residence CODE YEAR: 2015 STORIES: 2 CONST.TYPE: DWELLING UNITS: I OCC GROUP: BUILDINGS: I OCC LOAD: PERMIT APPROVAL I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUCTION AND IN DOING THE WORK AUTHORIZED THEREBY;NO PERSON WILL BE EMPLOYED IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO WORKMEN'S COMPENSATION INSURANCE AND RCW 18.27. THIS APPLICATION IS NOT A PERMIT UNTIL SIGNED BY THE BUILDING OFFICIAL OR HIS/HER DEPUTY AND ALL FEES ARE PAID. IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED. IBC l 10/IRC 110. ALES TAX NOT :Soles tax relating to construction and construction materials in the City of Arlington must be reported on your sales tax return form and cod ity Arlington#3101. Signature Print Name Date Released By Date CONDITIONS See red lined drawings. Adhere to approved plans. Additional requirements: Plant two trees on site per final plat, one at the rear of the lot and the other in the front or as a street tree; silt fence is required along the entire length of both the east and south lines of the property,turn ends up-gradient to create catchment at each end. THIS PERMIT AUTHORIZS ONLY THE WORK NOTED.THIS PERMIT COVERS WORK TO BE DONE ON PRIVATE PROPERTY ONLY. ANY CONSTRUCTION ON THE PUBLIC DOMAIN(CURBS,SIDEWALKS,DRIVEWAYS,MARQUEES,ETC)WILL REQUIRE SEPARATE PERMISSION. PERMIT FEES Date Description Fee Amount 1/23/2017 Building Permit Fee $2,161.19 1/23/2017 Building Plan Review Fee $1,404.77 1/23/2017 Furnace $25.00 1/23/2017 Gas Outlets Base Fee 1 to 5 $10.00 1/23/2017 Mechanical Permit Base Fee $25.00 1/23/2017 Plumbing Permit Fee(Enter Fixture Fee) $144.00 1/23/2017 Processing/Technology Fee $25.00 1/23/2017 State Building Code Surcharge Fee $4.50 1/23/2017 Vents $10.00 1/23/2017 Water Heater $25.00 Total Due: $3,834.46 Total Payment: $0.00 Balance Due: $3,834.46 CALL FOR INSPECTIONS BUILDING(360)403-3417 When calling for an inspection please leave the following information: Permit Number,Type of Inspection being requested,and whether you prefer morning or afternoon r _ Permit Information Date 1/12/2017 Permit Number 1286 Project Name Hoyer Homes, LLC Applicant Name Hoyer Homes,LLC Applicant Address 1801 Grove Street,Unit B City,State,Zip Marysville,WA 98270 Contact Keith Hoyer Phone 425-879-2494 Email hoyerhomes@gmail.com Permit Type Single Family Residence Site Address 21504 87th Ave NE Valuation 200000.00 Status Issued Permit Issued 1/30/2017 Permit Expires Square Feet 2813 Type of Construction/Occupancy Load Number of Stories 2 Proposed Use New SFR Assigned To Kristin Foster Property Information Owner Information Parcel#:00486800000708 HOYER HOMES, LLC HOYER HOMES, LLC 1801 GROVE ST STE B 21504 87 AVE NE MARYSVILLE,WA 98270 Contractors Contractor Name Primary Contact Phone Email Contractor Type License License# Hoyer Homes JlKeith Hoyer 425-879-2494 ilhoverhomes@gmail.com CONTRACTOR IlLabor and Industries Ii0YERHL879K3 Review Date Type Description j Target Date I Completed Date I Assigned To Status 1/12/2017 IlResidential Dwelling See red-lined drawings. 11/26/2017 1/23/2017 JKev1n Olander JApproved with Conditions Fees Fee Description Notes Amount Building Permit Fee 322.10.00.00 $2,161.1 Building Plan Review Fee 345.83.00.0 $1.404.77 Furnasd322.10-00-01 $25.0 Gas Outlets Base Fee 1 to 322.10.00.001 1 $10.0 Mechanical Permit Base Fed 322.10.00.00 $25.0 Plumbing Permit Fee(Enter Fixture FeeA 322.10.00.001 $144.00 Processing/Technology Fe 341.43.00.0 $25.00 State Building Code Surcharge Fe 386.00.01.0 $4 50 Vent 322.10.00.09 $10.00 Water Heater) 322.10.00.001 $25.00 1. Total $3,834A6 Payments Date Paid By Amount Description Payment Type Accepted B 1/30/2017 Flo er Homes,LLC $3,834.46 heck#3105 jKristin Foster Totall $3.834.4q Amount Outstanding:$0.0 Notes Date Note 1/25/2017 Mitigation fees were paid at time of final plat. 1/12/2017 Plan#2813 Uploaded Files Upload File Date File Uploaded B 1/30/2017 2:14:32 PM 1286 Issued Permit. df Foster,Kristin 1/25/2017 8:13:06 AM Newman Short Plat. df Foster,Kristin 1/12/201711:26:19AM 1286_Application_ df Foster, Kristin F;t l- 1 41V-1A NaW , ��GT• 7 � Permit Information Date 1/12/2017 Permit Number 1286 Project Name Hoyer Homes,LLC Applicant Name Hoyer Homes,LLC Applicant Address 1801 Grove Street,Unit B City,State,Zip Marysville,WA 98270 Contact Keith Hoyer Phone 425-879-2494 Email hoyerhomes@gmail.com Permit Type Single Family Residence Site Address 21504 87th Ave NE Valuation 200000.00 Status Applied Permit Issued Permit Expires Square Feet 2813 Type of Construction/Occupancy Load Number of Stories 2 Proposed Use New SFR Assigned To Kristin Foster Property Information Owner Information Parcel*00486800000708 HOYER HOMES,LLC HOYER HOMES,LLC 1801 GROVE ST STE B 21504 87 AVE NE MARYSVILLE,WA 98270 Contractors Contractor Name Primary Contact Phone Email Contractor Type License License# Hoyer Homes 11,Ceith Hoyer 425-879-2494 hoyerhomes mail.com CONTRACTOR IlLabor and Industries JHOYERHL879K3 Review Date Type Description I Tar et Date I Completed Date I Assigned To I Status 1/12/2017 lResidential Dwelling 1/26/2017 1 JlKevin Olander 11n Review Fees Fee Description Notes Amount Processing/Technology Feel 341.43.00.021 $25.0 Total $25.0 Notes Date Note 1/12/2017 Plan#2813 Uploaded Flies Upload File Date File Uploaded B 1/12/2017 11:26:19 AM 11286.A lication.pdf IFoster,Kristin y RESIDENTIAL PERMIT APPLICATION ® Department of Community & Economic Development r ;.e City of Arlington• 18204 59th Ave NE • Arlington,WA 98223 • Phone(360)403-3551 THIS APPLICATION IS TO BE USED WHEN APPLYING FOR A NEW SINGLE-FAMILY, DUPLEX, TOWNHOUSE, ADDITION, DECK,OR ACCESSORY STRUCTURES. THIS APPLICATION MUST BE ACCOMPANIED BYTWO(2)SETS OF CONSTRUCTION DRAWINGS AND TWO(2)SETS OF STRUCTURAL CALCULATIONS. THE APPLICATION MUST ALSO INCLUDE THE PLUMBING SUBMITTAL AND THE MECHANICAL SUBMITTAL FORMS. THE ZONING VERIFICATION MAY BE SUBMITTED PRIOR. -�0 87th Ave N.E. Project Address: _ Plat: 2 /S°H Single-family ❑ Duplex ❑ Townhouse ❑ Addition ❑ Accessory structure Proposed Area: 1�i Floor: — 2nd Floor: — Garage: Total SF: Z8�3 14yy 1'3a f J'? I Describe Proposal (include cross street): New SFR 2 car garage 3/4 bedrooms Valuation: a Owner: Hoyer Homes, LLC 1801 Grove St. Unit B Marysville WA 98270 Address: City: _ State: Zip Code: Phone: 4258792494 Email: hoyerhomes@gmail.com Applicant: Hoyer Homes, LLC Address: 1801 Grove St. Unit B City. Marysville State: WA Zip Code:98270 Phone: 4258792494 Email:hoyerhomes@gmail.com Contractor: Hoyer Homes, LLC Same Same WA Same Address: City: State: Zip Code: Phone: Same Email: Same Contact Person: Keith Hoyer License Number:hoyerhl879k3 Expiration: 5/17 ge)I2010 6/16LP Page i of 3 Y �� �: .J ' RESIDENTIAL PERMIT APPLICATION Department of Community & Economic Development City of Arlington• 18204 59th Ave NE • Arlington, WA 98223 • Phone(360)403-3551 r�r Plumbing Section (continue filling out if plumbing is involved) (Check all that apply and indicate the number of fixtures proposed) Bath/Shower Combo (4.0) x 2 01 Sink (1.5) x d Shower (2.0) x 1 ❑ Lavatory (1.0) x Cf✓ Clothes Washer (4.0) x 1 CI Water Closet (2.5) x Dishwasher (1.5) x 1 ❑ Water Heater x Hose Bibb (2.5) x 2 Water Heater Model # ❑ Other (list) x Plumbing Section Continued Proposed Water Piping Size: 1 Proposed DWV Material: AB Proposed Piping Material: Pex Proposed DWV Size: 3" various • All hose bibs required to be equipped with Atmospheric Vacuum Breakers per ASSE 1019 • All water supplies at 80psi or greater shall have Pressure Reducing Valves (PRV) 6I16LP Page 2 of 3 I RESIDENTIAL PERMIT APPLICATION Department of Community & Economic Development City of Arlington• 18204 59th Ave NE • Arlington,WA 98223 • Phone(360)403-3551 Mechanical Section (continue filling out if mechanical equipment is involved) Select proposed appliances: Furnace (80+) Model# AFUE 95% Heat Pump Model# SEER HSPE ❑1 AC Unit Model# SEER ❑ Type II Hood 0 Commercial Cooking Appliance ❑ Hydronic Piping Boiler Solid-Fuel Appliance ❑ PV System ❑. Fireplace Insert ❑T Outdoor BBQ ❑. Storage Tank Freestanding Stove ❑ Gas Piping ❑ Other Gas Piping Information Not Applicable: ❑ Pipe Material: iron Pipe Size: 1/2" Total BTU's of all Appliances: 250k Distance from Meter to Furthest Appliance: • New gas piping requires a pressure test to hooking to any appliance • Sediment traps (drips) are required on all gas lines • Gas lines are required to be supported/secured every 6 to 8 feet • Proper combustion air and venting required for all appliances • A shut-off is required within 6 eet of all appliances Applicant Signature: Date: I1.0/rr Print Applicants Name: _ I<c,k R23-4/ 6/16LP Page 3 of 3 1/12/2017 HOYER HOMES LLC Homo F"pal-3ol ConLart Search L&I -Z t I'd i-x 11cip V 1 Safety&kiealth Claims& Insurance Workplace Rights Trades Licensing 4104 Washington State Department of " Labor & Industries HOYER HOMES LLC Owner or tradesperson 1801 GROVE ST UNIT B Principals MARYSVILLE,WA 98270 360-659-1579 HOYER, KEITH SNOHOMISH County THOMAS,PARTNER/MEMBER HOYER, BRANDI JEAN,PARTNER/MEMBER Doing business as HOYER HOMES LLC WA UBI No. Business type 603 276 002 Limited Liability Company Governing persons BRANDI HOYER KEITH HOYER; License Verify the contractor's active registration/license/certification(depending on trade)and any past violations. Construction Contractor Active. Meets current requirements. License specialties GENERAL License no. HOYERHL879K3 Effective—expiration 05/22/2013—05/22/2017 Bond Lexon Ins Co $12,000.00 Bond account no. 9816610 Received by L&I Effective date 05/22/2013 05/20/2013 Expiration date Until Canceled Insurance Nautilus Ins Co $1,000,000.00 Policy no. PNO12240 Received by L&I Effective date 11/04/2016 05/20/2016 Expiration date 05/20/2017 Help us improve https://secure.ini.wa.govtverify/Detail.aspx?UBI=603276002&LIC=HOYERHL879K3&SAW= 1/2 1/12/2017 HOYER HOMES LLC Arch Specialty Ins Co $1,000,000.00 Policy no. AGL000870-01 Received by L&I Effective date 05/04/2016 05/20/2014 Expiration date 05/20/2017 Insurance history Savings No savings accounts during the previous 6 year period. Lawsuits against the bond or savings No lawsuits against the bond or savings accounts during the previous 6 year period. L&I Tax debts No L&I tax debts are recorded for this contractor license during the previous 6 year period,but some debts may be recorded by other agencies. License Violations No license violations during the previous 6 year period. Workers' comp Do you know if the business has employees?If so,verify the business is up-to-date on workers'comp premiums. L&I Account ID Account is current. 266,712-00 Doing business as HOYER HOMES LLC Estimated workers reported Quarter 3 of Year 2016"1 to 3 Workers" L&I account representative TO/JAMES VEST(360)902-0715-Email:VESJ235@Ini.wa.gov Workplace safety and health Check for any past safety and health violations found on jobsites this business was responsible for. ©Washington State Dept.of Labor&Industries.Use of this site is suhject to the laws of the state of Washington. Help us i -1prove h#ps://secure.Ini.wa.gov/verify/Detail.aspx?UBI=603276002&LIC=HOYERHL879K3&SAW= 2/2 RESIDENTIAL PLAN PLAN REVIEW Owner Address MkF- /tom. Building Type Single I IDuplex Townhouse Type of Work Existing New Reviewed By Date �/20/7 Design Criteria 301.1 Engineered I Prescriptive 301.2 Loads:Tables 301.5-301.7 Yes ✓r No 302.1 Location on Lot: 5 feet/35% maximum Yes No 302.2 Townhouse Separation I Yes - No 302.5.1 Garage Openings: 20-minute door Yes No 302.6 (Garage Separation (Yes '} No Footings and Stem Walls 401.4.1 Soils: Geotech or Prescriptive 403.1 Footings: (2)#4's continuous Yes No T403.1 Footing Size Yes No 403.1.2 Continuous Footings(D2) Yes No 403.1.3 Vertical Reinforcement:#4 @ 4'/hook Yes No 403.1.3.1 Stem Wall: (�)#4's horizontal I Yes No 403.1.16 Foundation anchors: 1/2 inch @ 6' Yes i/ No 403.1.7.1 Clearances from Slopes Yes No 404 Foundation Walls (see Tables) Yes No .1.2.3.7.3 Wall Openings:Verts within 12" ea.Side Yes ; No 405.1 Foundation Drainage or exception Yes No 406.1 Damproofing (basement) I Yes No 407 Columns:4 X 4 and R317 I Yes No 408.2 Crawl Vents 1:300 and 3'of corners Yes No 408.3 Unvented Crawl Space Yes No 408.4 Crawl Access: 16 x 24 or 18 x 24 Yes No Architectural 303 Light/Ventilation: 8%and 4% Yes No 303.2 Whole House Fan I Yes No 303.3 Bathrooms: 3%or 50cfm Yes No 303.6 Stairway Illumination I Yes No 304.1 Habitable Rooms: 120sf min. Yes No 304.2 Other Rooms: 70sf min. Yes No 305.1 Ceiling Height: 7 feet min. Yes (, No 307.1 Plumbing Fixture Clearance Yes ' No 308.4 (Safety Glazing: Hazardous Locations Yes INo Life Safety 310.1 Emergency Rescue Windows: 5sf/5.7sf (Yes No 310.2 Window Wells Yes No Life Safety Continued 311.2 Doors: 3 feet min. @ 6'-8" IYes No 311.3 Landings: TX 3' min. Yes No 311.4 Vertical Egress Yes No 311.5.1 Landing Attachment Yes No 311.6 Hallway Width 3 feet min. Yes r No 311.7.1 Stairway Width 3 feet min. Yes ;/ No 311.7.2 Headroom 6'-8" mina Yes ✓ No 311.7.4 Stairs: 7 3/4" Max/10" Min. Yes No 311.7.4.3 Handrail Profile I Yes No 311.7.7 Handrails-4 plus risers Yes /' No 311.8 Ramps Yes L No 312.1 Guards-30 plus inches Yes No 312.2 Guard Height-36-inches min. Yes v No 314 iSmoke Detection Yes No 315 CO Detection Yes No 316 Foam Plastic Yes No 325 &326 Adult Home/Day Cares Yes No Floor Systems 502.2..... Deck Ledger Connection Yes INo 502.2.2.3 Lateral Load Connection or Engineered Yes No _ 502.3 Allowable Joist Spans or TJI's Yes _ _ r.-� No 502.10. Headers/Openings Yes v.. No 502.11 Trusses or Rafter/Joist Yes No 502.12 Draftstopping: 1,OOOsf max. Yes No 504 Pressure Treated Wood Yes No 506 Concrete Floors: 3.5 inches min. ,Yes i i No Wall Systems 602.3 Wood Wall Framing and Plates Yes No 602.3.1 Fastener Schedules(2, 3,4, 5) Yes No 602.9 Cripple Walls: Less than 14" or 4' Yes / No 602.10. Wall Bracing: Engineered or Prescriptive Yes No 602.10.3.2 Alternate Braced Wall Panel Yes — No 602.10.9 Cripple Wall Bracing Yes — No 602.11.2 Stepped Foundations Yes No 602.12.1 Veneer Yes No 610.1 Glass Unit Masonry Yes No 612 Exterior Windows/Doors Yes ' No 702.1 Interior Wall Covering Yes ✓ No 703 Exterior Wall Coverings(WAC) Yes No 703.4 (Stone/Masonry Veneer IYes INo Roof/Ceiling 801.3 (Roof Drainage (SD-14) _ IYes No 802.3 Ridge Beams: <3:12 pitch Yes No 802.4 Ceiling Joist Span:Truss or Platform Yes No 802.5 Rafter Spans:Truss or Platform Yes No 802.11 Roof Tie-Downs (48" o.c.) lYes t--� INo � r'1 803 Roof Sheathing Yes No 806 Roof Ventilation: 1/150 high and low Yes l�� No 807.1 Attic Access: 22"X 30" Yes No 905.2.7 I Underlayment Yes No Mechanical Systems Chapter 10 Chimney and Fireplaces IYes j No 1305.1 Equipment Access: 30" X 30" IYes No 1305.1.3 Appliances in Attics I Yes No 1305.1.4.1 Ground Clearnaces: 3" Concrete Slab Yes No 1307.2 Anchorgae of Appliances Yes j No 1307.3 Elevation of Ignition Source Yes No 1307.3.1 Protection from Impact Yes ✓� No 1401.3 Equipment Sizing: WSEC Yes No Chapter 14 Specific Appliances Yes No 1502 Clothes Dryer Exhaust: 25' or M.I. Yes No 1502.4.5 1 Length Identification Yes No Chapter 18 Chimneys and Vents _ Yes No Chapter 24 Fuel Gas and Piping IYes No Plumbing-UPC WSEC and Lighting:See Energy Code Plan Review Permit Information Date 1/12/2017 Permit Number 1285 Project Name Hoyer Homes,LLC Applicant Name Hoyer Homes,LLC Applicant Address 1801 Grove Street,Unit B City,State,Zip Marysville,WA 98270 Contact Keith Hoyer Phone 425-879-2494 Email hoyerhomes@gmail.com Permit Type ZON Site Address 21504 87th Ave NE Valuation 200000.00 Status Completed Permit Issued Permit Expires Square Feet 0 Type of Construction/Occupancy Load Number of Stories 2 Proposed Use New SFR Assigned To Kristin Foster Property Information Owner Information Parcel#:00486800000708 HOYER HOMES,LLC HOYER HOMES,LLC 1801 GROVE ST STE B 21504 87 AVE NE MARYSVILLE,WA 98270 Review Date Typ Description Target Completed Assigned Status Date Date To 1/12/2017 7-ONI Plant 2 trees on site per final plat,one at the rear of the lot and the 1/17/2017 1/12/2017 Amy Approved with ether can be in the front yard or the street trees. IRusko Conditions 1/12/201 ZON 1/17/2017 Kevin In Review Olander Silt fence required along the entire length of both the east and (Marc Approved with 1/12/2017 ZON south lines of property.Turn ends up-gradient to create catchment 1/17/2017 '1/13/2017 Hayes Conditions it each end. Water&Sewer connection fees current at the time of building IPW Admin 1/12/2017 ZON permit submittal will apply.All fees must paid prior to water meter 1/17/2017 1/12/2017 (Rev 'Complete installation&side sewer inspection.LT 1/12/2017 ZON;Sewer stub is available to the property.JL 1/17/2017 1/17/2017 IPW-Sew- Complete (Rev I1/12/201 TON�Tested to the fitting on end of tail piece this is the connection point. 1/17/2017 I1/17/2017 IPW-Wat- Complete l I IDo not remove.GS Rev Uploaded Files Upload File Date File Uploaded B 1/12/2017 11:13:33 AM 11285 Site Plan. df IFoster, Kristin 1/12/201711:13:32AM 11285_Application pdf IFoster, Kristin Site Information: 21504 87" Ave N.E. Lot Coverage: 2012 s.f. Arlington, WA Percent of Lot: 31% Parcel #: 0048680000708 New Impervious Surface: 2500 s.f. Lot Size: 6,481 S.F Legal: Lot 4 Newman Short Plat J Notes: Job #: Plan: 1. Downspouts to Infiltration trench per Detail SD-140 2. Stockpile to be covered within 24 hours. 3. Entire site to be disturbed 4. Silt Fence as needed N 5. Denuded soils to be straw covered. 6. Armore txuctin{..Fntcance... o ft. 12 ft. 20 ft. ao ft. 8. Parking P& COF ARLINGTON APPROVED ggro�Jy�.��$yml)9_ls DA BY SD=Storm Drain SS=Sanitary Sewer UE=Utility Easement NO CHANGES AUTHORIZED OFFICE W=Water Line COPY UNLESS APPROVED BY THE L%=Water Meter BUILDING INSPECTOR N 90"0'0"E 105 10.560 21504 �-1 Z Uj T N a t tv in M t r t 1 { Q C° o Uj GO I 4 O 2 I, (V 3'8" to ss 38' �\ ?1 t11 z ..ps....................... 6481 s.f. S 89'54'18"E 693.600 215" PI. N.E. Hoyer Homes, LLC 1801 Grove St. Unit B Marysville, WA 98270 (425)879-2494 Contact: Keith Hoyer hoyerhomes@gmail.com jua NC3V01944A Ao . RESIDENTIAL ZONING VERIFICATION APPLICATION Department of Community& Economic Development City of Arlington • 18204 59th Ave NE• Arlington,WA 98223 • Phone(360) 403-3551 (Please allow 72 hours for review) Project Address: 2lsv� ° �` M�1:,:r- Plat: Owner/Applicant: L L c_. Address: 1`3n 1 ����-c r�_ u • l3 city: State: UJA _ Zip Code: 4 B Z7o r Phone: `�� S 9 1i- Z H 9 H Email: VNOy.i �.,_L/ Car.�-- Describe Proposal (include cross street): /VA.., sFIZ 0 7-h g- z /sue Please check one: Single-family dwelling ❑ Duplex ❑ Addition Accessory structure 1. Proposed Dimensions: W) 4-0 L) H) Total SF) 2 t^3 2. Allowed Lot Coverage: Total Lot Size (,4301 SF x 35% =-V Z ZG8 SF 11 1.Litt 4/ 3. Actual Lot Coverage: (SF ofall structures') Z°t-L (lot size) % 4. Septic Tank? 01Yes Wo Private Well on Site? ❑Yes - If so,please provide Snohomish County Health Department approval and indicate on site plan. 5. How many trees greater than 12"diameter will be removed? _$ if any, please indicate on site plan. 6. Appliances permanently connected to water service may require Cross-Connection-Control. (Check all that appl ) ❑ Fire Sprinkler System [_J Medical Equipment Lawn Sprinkler System Livestock Drinking Tanks Decorative Pond/Fountain Hot Tub Re-circulating Heating System Swimming Pool Other Applicant Signature: D fo pp 9 ate � 11 7_ This square footage should include the fottprint area of all structures on the property including:house, garages, sheds,covered patios,and decks permitted by the building code. Rev 04/2013 I Site Information: 21504 87t" Ave N.E. Lot Coverage: 2012 s.f. Arlington, WA Percent of Lot: 31% Parcel #: 0048680000708 New Impervious Surface: 2500 s.f. Lot Size: 6,481 ST Legal: Lot 4 Newman Short Plat Job #: Notes: Plan: 1. Downspouts to Infiltration trench per Detail SD-140 2. Stockpile to be covered within 24 hours. 3. Entire site to be disturbed 4. Silt Fence as needed N 5. Denuded soils to be straw covered. 6. Armored Construction Entrance. 0 ft. 12 ft. 20 ft. 40 ft. -� 8. Parking pad concrete Agronyms I Symbols SD=Storm Drain SS=Sanitary Sewer UE=Utility Easement W=Water Line ®=Water Meter N 90°0'0"E 105 10.560 16- -._ t_.-. 21504 CO sd� 4 LIJ _ c° Z w >y CD N o in O !�' 00 o ' N LO Q v n a CA) p (° L 1 � (9 ' (n W OC) I `- I M 23'81 z ss 38' 21' o-•ps....................... ------------10 UE ----------- 6481 s.f. S 89°54'18"E 693.600 215t' PI. N.E. Hoyer Homes, LLC 1801 Grove St. Unit B Marysville, WA 98270 (425)879-2494 Contact: Keith Hoyer hoyerhomes@gmail.com I O =10 J I I r 1 I 1 I I I 10 i - �_ ..� --�_ STRUCTURAL CALCULATIONS FOR: PLAN #2813 OWNER: HOYER HOMES AUGUST 30, 2016 P� C. TS4 J WAs of yy c FGISTEO0 OFFICE COPY NAL E CITY OF ARLINGTON BUILDING DEPARTMENT APPROVED JJ7- jff,.� MALSAM DATE /I TSA N G NO CHANGES AUTHORIZED STRCTURAL UNLESS APPROVED BY TH& Received ENGINEERING BUILDING INSPECTOR JAN 11 70p IZ-I0 lzft 122 S JACKSON ST I SUITE 210 1 SEATTLE WA 98104 1 206.769.6038 T 1 206.789.6042 F VIOTOZIJRA 90 `�TID WMTAAg3a DMICIAUe 03VOR99A CrgVPnHTUA e30lAWO ON &IT YS a3VOR99A 2E3AW JROTO39ZOI ID IIaJ,UB DESIGN CRITERIA IBC 2015 DEAD LOADS ROOF FLOOR Roofing 2.5 psf Flooring 1.0 psf Plywood 2.0 psf 3/4"Plywood 2.3 psf Framing 2.0 psf Framing 2.6 psf Insulation 1.0 psf Gyp Board (6/8") 3.1 psf 5/8"Gyp. Board 3.1 psf Mech/Misc 1.0 psf Mech/Misc 3.0 psf Total 10.0 psf Total 13.6 psf Use 10.0 psf Use 15.0 psf LIVE LOADS/OCCUPANCY Occupancy Cat. II ROOF LIVE FLOOR LIVE Roof Deck No Occupany= 0 psf Occupancy= 40 psf Snow= 30 psf SEISMIC CRITERIA ASCE 7-10 Ch.11 A Ch.12 WIND CRITERIA ASCE 7.10 Ch.27 Diredional Procedure Imp. Factor= 1.00 V= 110 mph Kd= 0.85 Site Class = D Exposure = B G = 0.85 R Value= 6.5 Table 12.2-1 h = 22 ft Kt= 1.00 Ss= 1.5 Fe= 1.000 Table 11.4-1 Roof Slope= 6 : 12 = 26.6 ° Sl= 0.5 F = 1.500 Table 11.4-2 PRESSUE COEFFICIENTS (Cp) Sms= 1.500 x 2/3= Sd:= 1.000 . Eqn. 11.4-3 Windward Wall = 0.8 Windward Roof= 0.3 Smj = 0.750 x 213= Shc = 0.500 Eqn.11.44 Leeward Wall = -0.5 Leeward Roof= -0.6 1CsuLT= 0.164 Eqn.12.8-2 PRESSURE (PSF) q=0.00256K=K,K4V2 1,CSALL= 0.108 Ht KZ q= 0.6xgZ' qh Pww Pr_w PWALL PROOF 0-15 0.57 15.0 9.0 6.1 4.4 10.6 SEISMIC WEIGHT ASCE 7-1012.7.2 15-20 0.62 16.3 9.8 6.7 4.4 11.1 Partitions= 10 psf 20-25 0.66 17.4 10.4 10.4 7.1 4.4 11.5 8.0 *Roof weight=1/2 Partition+Roof DL 25-30 0.70 18.4 11.1 7.5 4.4 12.0 "Floor weight Full Partition+Floor DL 30-35 0.73 19.2 11.5 7.8 4.4 12.3 Roof= 20 psf 35-40 0.76 20.0 12.0 8.2 4.4 12.6 Floor= 20 psf 40-45 0.79 20.8 12.5 8.5 4.4 12.9 45-50 0.81 1 21.3 1 12.8 8.7 1 4.4 13.1 t Per IBC 2015 1605.3.1 Bask Load Combinatlons M. PLAN#2813 8/18/2016 Proles Dae ffil 0235-2013-01-22 122 South Jackson Prcl.No. MALSAM Suite 210 _ JCM TSANG Seartie,WA 98104 Deslan STRUCTURAL t 206.789.6038 DC1 ENGINEERING f 206,789.6042 �r-yrL. ��4R (J�� `,Vr(K) N-',(F� VXHj (K+��_ W'11JBC ,_ VAKAJ.", (k - �LP0E- VAp, t9¢o ;IV1 tf' sew DI b`F 5130 v�4r, JD 3'L5 VmL16, = 01154 (174) = If�-15 K (U�31) V D, 100 (771 (ADw) f'R•aNT' pr°��•k t�c�o� �LAOI" 0JAP U w LTt + f111 ( �ti4�97 +2Yq�� i fall (2'° 'a� , 40 I = 13?I rrtrii 5rDlzZ IDFr RAx.po1 '� V = Ofz*4 IT,T x� + to1b Y-ti b ► 1S I 'LrA M4,D14I; r = tD1b pSF (41 _ = °f515 t�l V&A ` S"', F,f ( To+ 4�6h N 1,0 la _ - -- - - PROJECT DATE wmrO _._ V MALSAM 122 SOUTH JACKSON ST DESIGN SUITE 210 TSANG SEATTLE,VJA 9810A STRUCTURAL T 2067898088 CNGINEERING F 206789.6042 SHEET OIhP1 i �r 4W3— 04 1VIOG 6e, WIZ, Fop I,gp�Tyl� Ili.,0 (13'� S� RtW SIB ( 6, P--W.QtL WUV) I 46 I 6t7q t: as' -155L5�15 A4' u-(/1) %) C bat 6w I'm HD �A N/r� µA VIA NIA rL r,d Fl,p. 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P = D,WE,( I 7/Z = o,c1415 z or�q`L xl��b+t,,p II 017Q4 � an,= OiI65"= t/346 ; m=-zr114" 47-= I-/e7e&'- b-0-d z 6.mc#,• Rzz741 fir=116K f I tR.,ID� I � m �w �.4 S9xI0+Fit',• Pna>w= �D�pw 5 9Ibr5 t4F-V4110 pN I-tix Cpq pi, LµK, 'L-UM•PLO SUPp, UPNRq. FfIPWl' FAM RALL F-Iz, Pm./NDp-, ► &M DIN/w. Pm� j�r%6rs kr= 00G)C1310. t0.00 t 6r0454111-,= 0.075k-,l +0,N= D,4o k11 OP L = 6' ; G.rL^ L/I ID =0,rg oil g1 (14&7) = Dr 5gsI", E--- ems+ - �4 PSI ,' fb= Dim! psi L = 6,5` ; dn.= L/R6= 0,ILfl R = I,-lip ; M z9,1414 PR, IbM, 40DVE OMGtEAF-H S fir= IDO Pw ; floc 1,7AY IJ'- 0,05x Iz/2+01004-0,045AS/L= 0i4 1ST 3%X 7,5 u1 F-V4 61.E L= 13' ; ATt= L476 = 0154" ON qX 4 2 PoT z-Z 3 � . 1=1-R, 6m, ,4aDJt� �h�TRN yaU,t�aY pIN, ;L=I OAS ' 'r'lJ' Al��I � = /As9 J��-)i I'zp _ o�) �4"fit,RTe� 8.GR 6 ply, S1/OXq b$ L, - 6 ,' Lz 4 5o DIU. W, wDot HDR, Wi z O-DS014,5 2t-O-Cs = 01675 W; 0.Q w +-n,D@ = 0,lb L z 51 �Ti 0,OS*14.51 f-0,06 = D, 4ti5"`/► P- t,45'- M= -6,06 '-., 4rt= 0,15711=L/�M � y24D -ol�,i '�V"� I I D PiI ,- �6z WW le*i � ��_ ,rjSL z` " k-1 < bt7kS1 �1- 3 � � 1,575 m=�41 1irz I WI P� i f 6=7.%Pl �51 - 014! 4 Y-S Hf p1,AN 2A 13 It 117 13 Project Date Dim-V 1-DD Pro,.No. 122 Sovth Jackson St V�I Suite 210 M a I s a m Seattle,WA 98104 De�° T s a n g t 206,789.6038 -2 aop,e�o1ie: f 206.789.6042 sn.e, s. cw-, OATS. WA V, fro t i I-O W Ips Lz lb1 4rL L/183= D,b�ti WT>n-, =(O ,o�3/a+o.a15�4a`z+ o,aM+ kJ DO '!PI' LZ�Sx6�5+ IVT2,.6�r bl psi �. f6t 11 = D�Af e116+ D 3375 ��x bLl� f-iD�• = i i 3q r5 I`/ < IZ�Z x'L ID k6F zZlp ��e t1�1 P14N', W►E'�—DK) FtiowT pBrc.N rz.F, rtF,41n. ; tr= t011,7w4 r. L _ 61 fZ= b,blg I M= �1�SK'I GNI��, 2X6 tibllp,t+ FUut, w. s`,wS �v-= 5?: Psi �' b= 6 re3 ► @ IN(,�•Ihl 1=I�.�Lp�s.WL SP,4G� I�MG, i U10 H41� ZA.r 1600,61 F.R.Tol$ T-, mo. Gi}tt, 4x 10 Hfm*'. pfrGkVRq BM. GFi1�, F�R.SM,�'PD�t�rAD k#,: p D1N.16RSr,FM % KY-= D10A} KA7i6I = 19,30 /' R= 10' P.Lj5 ATL r VAI n, L 1533 L z 6` ; ArL Lf 500 - &A41 fL " I-SO ( * 6 = 'Lr0?.5 k —447 r- � gl Psi f b I,05 KSi D,$5 (1�3�= (,ICG _ Sq p�,p Oki = pl l 4Y-tofF#-z pn,�x, = 1134 x2.+ 19Z = 7,4,1v- A' nf.4At Om, oN 4-o"TO-p 'owumb W rJefir f6. fir= D,05 X.11A 72 to,gb = 1,f1 W( L z,4,51 1 " z 108 PSI �' r�-b s f,vq Kri < t,I65 Wi —o-, 4x4 h,T P65T aN tilltO X 7"b MKT, riT, w/ '*4 MO, Prolo� 2®13 Do.o 1l I.7/5 p1.35-Zola-UI�A Proi.No. 122 South Jackson St r Suite 210 M a I s a m Seattle,WA 98104 b _ T s a n g t 206-789.6038 Y .a 11�o I f 206789.6042 sh.m Stud Wall Design (ASD) Try 2x6 HF#2 A- 16" o.c. (Along Side Walls) b = 1.5 Fb= 2387 k = 1.0 d = 5.5 E = 1300000 c' = 0.8 S = 7.56 Kce = 0.3 SL= 125 A= 8.25 Fe = 1645 DL= 17 0.5fc= 97.0 0.5P = 800 fc = 145.5 P = 1200 fb = 920 M* = 6960 0.5fb = 460 0.5M* = 3480 Eave Height= 16.625 ft le= 199.5 in FcE= 296.4 psi F'c= 284.5 psi >fc OK Ww+ 0.5S (fc/F'c)"2 +fb/(Fb(1-(fc/FcE)))= 0.69 < 1.0 OK 0.5Ww+ S (fc/F'c)^2 +fb/(Fb(1-(fc/FcE)))= 0.64 < 1.0 OK Note: M* =Moment due to wind(windward only)must be multiplied by w= 1.3 per 1605.3.2 M* =j(1.3*9.7pst)*((16f12)*(16.625"2)1/8=580 ft-lb =6960 in-lb P=(15+30)*(40/2)*(16112) = 1200 ibs 0.5P=(15+3012)*(40/2)*(16/12) =8001bs Values from NDS Table 4A(HF, E=1.3x10"6 & DF, E=1.6x10^6) Where: Fb=Fb*CD*`ir*CF*CM (Cr= 1.35 in lieu of 1.15 per SDPWS Table 3.1.1.1) Fc*=Fc*Co*CF Project Name: Hover Homes Plan 2813 Sheet V4 of BUILDING INSPECTION REPORT — Residential Final Permit No. 1286 Address: 21504 87th Ave NE Contractor: Hoyer Homes, LLC Owner: Hoyer Homes, LLC Date: 1/2/2018 ® APPROVAL ❑ PARTIAL APPROVAL ❑ CORRECTION ❑ OTHER INSPECTION: Final Building ADDRESS NUMBERS: N ACCESS: N PLUMBING: N MECHANICAL: N SMOKE DETECTION: N CO DETECTION: N LIFE SAFETY: N DECKS: N HANDRAILS: N PLANTINGS: N WATER: N SEWER: N LIGHTING: N FINAL ELECTRICAL: N BLOWER DOOR/DUCT CERT: N INSULATION CERT: N Date: 1/2/2018 Inspector: Kevin Olander Date: 04/03/2026 Permit#: 1286 Perm t Date: 01/12/2017 Review Date: 01/12/2017 Perm Type: RESIDENTIAL SINGLE FAMILY Review Type: RESIDENTIAL SINGLE FAMILY Target Date: 01/26/2017 Scheduled Time 00:00 Com pleted Date: 01/23/2017 Description: See red-lined drawings. Review Status: Assigned To: BUILDING Tim eIn: 00:00 Time O it: 00:00 H curs: 0.0 Property Information Parcel#: 00486800000708 H OYER HOMES, LLC HOYER HOMES, LLC 1 801 GROVE ST STE B 21504 87 AVE NE MARYSVILLE,WA98270 Zoning: 910 Undeveloped (Vacant) LandLot: Block: Permit#: 1286 Permit Date: 01/12/17 Permit Type: RESIDENTIAL SINGLE FAMILY Project Nam e Hoyer Hom cs, LLC Applicant Nam a Hoyer Hom es, LLC Applicant Address: 1801 Grove Street, Unit B Applicant, City, State, Zip: Marysville,WA98270 Contact: Keith Hoyer Phone: 425-879-2494 Em al: hoyerhom cs@gm al.com Scope of Work: New SFR Valuation: 200000.00 Square Feet: 2813 Num ber of Stories: 2 Construction Type: O xupancy G ioup: ID Code: Permit Issued: 01/30/2017 Permit Expires: Form Permit Type: Status: LASERFICHE Assigned To: Kristin Foster Property Parcel# Address L egal Description O wrier Nam e Caner Phone Zoning 00486800000708 2 1504 87 AVE NE HOYER HOMES, 910 Undeveloped LLC (Vacant)Land Contractors Contractor P rim ay Contact P hone A ddress C ontractor Type L icense License# Hoyer Hom e; Keith Hoyer 4 25-879-2494 1801 Grove CONSTRUCTION Labor d HOYERHL879K3 Street,Unit B CONTRACTOR Industri anes Inspections Date I nspection Type D escription S cheduled Date C om lieted Date I nspector S tatus 05/01/2017 R20.SFR/DUPLEX Approved FINAL Plan Reviews Date R eview Type D escription A ssigned To R eview Status O1/12/2017 RESIDENTIAL SINGLE See red-lined drawings. B UILDING A pproved FAMILY Fees Fee D escription N otes A m cunt Processing/Technology $25.00 M echanical Corn m ccial Perm i T able 4-7;Per Unit $144.00 Water Heater(Tank) $25.00 Building Perm i T able 4-1 $2,161.19 Building Plan Review T able 4-2 $1,404.77 Forced Air Heat f ee per Btu $25.00 Gas Piping/Units E nter#of units $10.00 State Surcharge- 1st DU R esidential-1st Unit $4.50 Vents $10.00 Mechanical Base P erm i Fee $25.00 Total $3,834.46 Attached Letters Date Letter D escription O1/23/2017 Building Perm 1 Paym eats Date Paid By D escription P aym ait Type A ccepted By A m aunt O1/30/2017 Hoyer Hom es,LLC C heck#3105 K ristin Foster $3,834.46 O ttstanding Balance $0.00 Notes Date Note C reated By: 06/15/2017 Lot 4 Kristin Foster O1/25/2017 Mitigation fees were paid at tim eof final plat. K ristin Foster O1/12/2017 Plan#2813 Kristin Foster Uploaded Files Date File Nam e 04/30/2018 3423917-21504 87th Ave NE.docx 06/15/2017 237131641286 Drainage as built.pdf O1/30/2017 2074982-1286 Issued Perm i.pdf O1/25/2017 2065909-Newm ai Short Plat.pdf O1/12/2017 2047652-1286 Application.pdf I CERTIFICATE OF OWNERSHIP AND DEDICATION NEWMAN SHORT PLAT, CITY OF ARLINGTON APPROVALS I HEREBY CERTIFY THAT I AM THE OWNER OF THE PROPERTY DESCRIBED HEREON, WHICH PROPERTY IS LOCATED FILE NO. PLN 20080030 CERTIFICATE OF SHORT SUBDIVISION APPJROYAL WITHIN THE SHORT SUBDIVISION REGULATION JURISDICTION OF THE CITY OF ARLINGTON, THAT I HEREBY FREELY ADOPT POR.�+NE 1/4, NW 1/49 & SE 1/4, NW 1/4 - THIS PLAN OF SHORT SUBDIVISION AND DEDICATE TO PUBLIC USE ALL AREAS SHOWN ON THIS PLAT AS STREETS, SEC. 12, TWP. 31 N., RGE. 5 E., W. M. ALLEYS, WALKS, PARKS, OPEN SPACE, AND EASEMENTS, EXCEPT THOSE SPECIFICALLY INDICATED AS PRIVATE, AND S L I HEREBY CERTIFY THAT THE SHORT SUBDIVISION SHOWN ON THIS PLAT IS IN ALL THAT I WILL MAINTAIN ALL SUCH AREAS UNTIL THE OFFER OF DEDICATION IS ACCEPTED BY THE APPROPRIATE PUBLIC , WASHINGTON RESPECTS IN COMPLIANCE WITH TITLE 20 OF THE ARLINGTON MUNICIPAL CODE, AND SNOHOMISH COUNTYTHEREFORE THIS PLAT AUTHORITY. ALL PROPERTY SHOWN ON THIS PLAT AS DEDICATED FOR A PUBLIC USE SHALL BE DEEMED TO BE ITS BEING RECORDED IN AS BEEN APPROVED BY HE PLANNING H MANAGER,6'� DAYS SUBJECT ECT TO DEDICATED FOR ANY OTHER PUBLIC USE AUTHORIZED BY LAW WHEN SUCH OTHER USE IS APPROVED BY THE ARLINGTON CITY COUNCIL IN THE PUBLIC INTEREST. I SHALL FURTHER UNDERTAKE TO DEFEND, PAY AND SAVE D OWz HARMLESS, ANY GOVERNMENTAL AUTHORITY, INCLUDING THE CITY OF ARLINGTON, IN RESPECT OF ALL CLAIMS FOR EASEMENT PROVISIONS " -• DAMAGES AGAINST ANY GOVERNMENTAL AUTHORITY INCLUDING THE CITY OF ARLINGTON WHICH MAY BE OCCASIONED '•� - TO THE ADJACENT LAND BY THE ESTABLISHED CONSTRUCTION, DRAINAGE OR MAINTENANCE OF SAID RIGHT-OF-WAY AN EASEMENT IS HEREBY RESERVED FOR AND GRANTED TO ALL UTILITIES SERVING THE SUBJECT SHORT PLAT, COMMU —DEV OPME T DIRECTOR L ■'T ' OR OTHER AREAS SO DEDICATED. AND THEIR RESPECTIVE SUCCESSORS AND ASSIGNS, UNDER AND UPON THE EXTERIOR 10 FEET PARALLEL WITH '. AND ADJOINING THE STREET FRONTAGE AS SHOWN OF ALL LOTS, TRACTS AND COMMON AREAS IN WHICH TO f 3 fog INSTALL, LAY, CONSTRUCT, RENEW, OPERATE AND MAINTAIN UNDERGROUND CONDUITS, CABLES, PIPES AND DECLARATION OF SHORT SUBDIVISION AND OF COVENANTS WIRES WITH NECESSARY FACILITIES AND OTHER EQUIPMENT FOR THE PURPOSE OF SERVING THIS SHORT DATE — •- SUBDIVISION AND OTHER PROPERTY WITH ELECTRIC, WATER, SEWER, TELEPHONE, GAS, TELEVISION CABLE AND ' • -' ■ - ■ KNOW ALL PERSONS BY THESE PRESENTS: THAT WE, THE UNDERSIGNED, HAVING AN INTEREST IN THE REAL PROPERTY OTHER UTILITY SERVICES TOGETHER WITH THE RIGHT TO ENTER UPON THE LOTS, TRACTS AND COMMON AREAS - • . DESCRIBED BY THIS DECLARATION, DO HEREBY DECLARE THE HEREIN DESCRIBED DIVISION OF LAND APPROVED AS AT ALL TIMES FOR THE PURPOSES HEREIN STATED. CERTIFICATE OF APPROVAL•-0F•- PUBLIC fMPR'OVEMENTS SHORT PLAT NUMBER PLN20080030 ON THIS —_ DAY OF __ -- 2008 BY THE DEPARTMENT OF PLANNING AND COMMUNITY DEVELOPMENT OF THE CITY OF ARLINGTON, SUBJECT TO THE FOLLOWING CERTIFICATE OF SURVEY AND ACCURACY I HEREBY.CERTIFY THAT ALL STREETS 51OWN ON THIS QLAT ARE WITHIN THE CITY OF COVENANTS AND CONDITIONS. ARLINGTON N=ANNING JURIOICTION, -ALL STREETS-AND-OTHER PUBLIC IMPROVEMENTS I HEREBY CERTIFY THAT THIS MAP DRAWN UNDER MY SUPERVISION FROM AN ACTUAL SURVEY MADE UNDER MY SHOYIN ON THIS pLAf HAVE BEEN INSTALLE[Y•OR COMPLETED TO CITY STANDARDS OR 1. THIS SHORT SUBDIVISION IS SUBJECT TO AN ANNEXATION COVENANT AND POWER OF ATTORNEY AND THE TERMS, SUPERVISION; THAT THE EXTERIOR PLAT BOUNDARY, AND ALL INTERIOR LOT CORNERS HAVE BEEN SET UNDER THAN THEIR INSTALLAi70N OR GpMPLE'fION (dVITHIN 12 MONTHS AFTER THE DATE CONDITIONS AND PROVISIONS CONTAINED THEREIN BY INSTRUMENT RECORDED SEPTEMBER 17, 1996 UNDER AUDITOR'S MY SUPERVISION USING APPROPRIATE PERMANENT MATERIALS, WITH A FIELD TRAVERSE WITH A LINEAR CLOSURE BFL•OW) HAS BEEN•-ASS1JRED BY THE'POSTI� OF A PERFORMANCE BOND OR OTHER FILE NO. 9609170398. REFER TO THAT INSTRUMENT FOR ITS FULL PARTICULARS. OF AT LEAST 1:10,000 AND CORRESPONDING ANGULAR CLOSURE AS SPECIFIED IN W.A.0 332.130.070 AND SUFFICIEL1r URETY, AND 'f]iAT THE SHORE SUBDIVISION SHOWN ON THIS PLAT IS IN 332.130.090; THAT ALL STREET CENTERLINE MONUMENTS WITHIN THE PLAT AND ALL INTERSECTION WITH - ALL RESPECTS. IN COMP-LIANGE WITH Tlj�-2 20 OF THE ARLINGTON MUNICIPAL CODE, 2. THIS LAND IS WITHIN THE INFLUENCE OF THE ARLINGTON MUNICIPAL AIRPORT, ON WHICH AERONAUTICAL ACTIVITIES EXISTING STREET CENTERLINES HAVE BEEN MONUMENTED WITH CONCRETE MONUMENTS IN CASE OR OTHER ■-•'• .AND THEREFORE THIS PL•!4T HAS 8E£�1 APPROVED BY THE CITY ENGINEER. PERMANENT MATERIAL APPROVED BY THE CITY; THAT E BOUNDARIES NOT SURVEYED ARE SHOWN AS BROKEN AS DEFINED IN RCW CHAPTER 14.08 AND ARLINGTON MUNICIPAL CODE TITLE 14 ARE AND MAY BE CONDUCTED. THIS LINES PLOTTED FROM INFORMATION FOUND IN BOOK N A , PAGE N� AND THAT THIS MAP WAS PREPARED.-IN ' LAND MAY EXPERIENCE LOW OVERHEAD FLIGHTS, ODOR, NOISE, VIBRATION, AND OTHER AVIATION RELATED IMPACTS. ACCORDANCE WITH THE PROVISI S OF RCW 58.17. WITNESS MY ORIGINAL SIGNATURE, REGISTRATION NUMBER AND SEAL THIS AY 2008. .'CITY �NGINEERIAIG �. . SINCE AIRCRAFT WILL BE FLYING OVER THE PROPOSED AREA, ANY OUTDOOR LIGHTNG SHALL BE DOWN SHIELDED AS �•- 0 �3/� TO REDUCE ANY TYPE OF GLARE WHICH COULD INTERFERE WITH FLIGHT OPERATIONS. DATE _ •�, DATE, NO USE MAY BE MADE OF THE PREMISES WHICH CAN OR DOES INTERFERE WITH USE OF THE AIRPORT BY AIRCRAFT REGISTERED LAND SYJRVEYOR •~ r• BY REASON OF: 1. ELECTRICAL INTERFERENCE WITH NAVIGATIONAL SIGNALS OR RADIO COMMUNICATIONS AT THE J/���/ .. •r AIRPORT OR WITH RADIO OR ELECTRONIC COMMUNICATIONS BETWEEN THE AIRPORT AND AIRCRAFT OR AIRCRAFT TO Cs6 '(�/ _ ••'ti } 6-E§TIFICATE OF CITY TREASURER AIRCRAFT; 2. THE EMISSION OF FLY ASH, DUST, VAPOR, GASES, OR OTHER FORMS OF EMISSIONS THAT MAY CONFLICT REGISTRATION WITH PLANNED OPERATIONS OF THE AIRPORT; 3. LIGHTING CONDITIONS , HEIGHT OF ANY STRUCTURE OR .'ti r�• I HEREBY CERTIFY THAT ALL MONEYS AND DEBTS PERTAINING PTO THIS SUBDIVISION 2 APPURTENANCE, OR ANY USE WHICH MAY ATTRACT BIRDS. LEGAL DESCRIPTION •.• . ' WERE PAID TO THE CITY OF ARLINGTON BY THE 7 DAY OF_L2'2A_&4 2008. 3. THE FOLLOWING MITIGATION FEES SHALL HAVE BEEN PAID PRIOR TO FINAL RECORDING: THAT PORTION OF LOT 7, KUNZE ACREAGE TRACTS, ACCORDING.TC••TtiE PLAT:THEREQF RECORDED •JUNE 2,-•••. •• THE AMOUNT OF $10,065.00 ($3,355.00 PER LOT) FOR CITY TRAFFIC FEES 1914 IN VOLUME 9 OF PLATS, PAGE 43, UNDER RECORDING NLMIBER 261977, RECORDS-,OF SNOHOMISH: COUNTY, J}� THE AMOUNT OF $1,452.00 ($484.00 PER LOT) FOR CITY NEIGHBORHOOD/MINI PARKS WASHINGTON, DESCRIBED AS FOLLOWS: % LL-- THE AMOUNT OF $4,986.00 ($1,662.00 PER LOT) FOR CITY COMMUNITY PARKS • • FINANCE DIRE OR/CITY TREASURER THE AMOUNT OF $2,682.00 ($894.00 PER LOT) FOR SCHOOL IMPACT FEES BEGINNING AT THE INTERSECTION OF''fHE�WES7•LINE OF LOT 7 WITi 'TLJE NORT% LINE OF COUNTY ROAD NOTE: ACTUAL IMPACT FEES DUE ARE THOSE AS SET BY RESOLUTION AT THE TIME THE FEES ARE PAID. THESE RIGHT THENCEE N WAY; •� ' , cS�oZ'I��8 NORTH ALONG SAID !NEST LINE 320 FEET; '• .. ... __ AMOUNTS ARE PROVIDED HERE AS AN ESTIMATE. THEY MAY EITHER INCREASE OR DECREASE BY THE TIME THEY ARE THENCE EAST, PARALLEL TC THE SOUTH QKE OF LOT-7 FOR 114 FEET; DATE PAID. THENCE SOUTH PARALLEL TO THE WEST'LINE-OF LOT 7'.Folk 320 FEET TO THE NORTH LINE OF COUNTY ROAD RIGHT-OF-WAY; CERTIFICATE OF COUNCIL APPROVAL 4. IMPACT AND/OR MITIGATION FEES FOR THIS SHORT SUBDIVISION ARE BASED ON 3 NEW DWELLING UNITS. IF MORE THENCE WEST ALONG SAID RIGHT-OF-WAY TO TfLE POINT'OF•BEGINNING;• THAN 3 NEW DWELLING UNITS ARE CONSTRUCTED ON THE 4 LOTS, THE BUILDER, PRIOR TO ISSUANCE OF THE BUILDING TOGETHER WITH THAT PORTION bF THE SOUTH HALF. OF THE.NORTHWEST QUARTER OF THE NORTHWEST I HEREBY CERTIFY THAT THE CI COUNCIL R VIEWED AND APPROVED THIS FINAL PERMIT, WILL BE LIABLE FOR IMPACT FEES FOR THOSE ADDITIONAL UNITS AT THE AMOUNT IN PLACE AT THE TIME OF QUARTER'OF"SECTION 12, TOWNSHte 31 NORTH, RANGE 5 EA$T, W.M., DESCRIBED IN EXHIBIT D OF INSTRUMENT PLAT FOR RECORDATION ON _ 2008 BUILDING PERMIT ISSUANCE. RECORDED UNDER RECORDING NUMBER 20020-7230764 AND DESCRIBED AS FOLLOWS: BEGINNING AT THE; SOUTHEAST CORNER OF THE'NORTHWEST QUARTER OF THE NORTHWEST QUARTER OF SAID MAYOR- SECTION I - -- -- TX; '• SC Z)� H. GEORGE NEWM III, MORTGAGE ELECTRLEB Tf TION THENCE soo;m 87.41;27" WEST ALONG TF E SOUTH LINE OF•SAID SOUTH HALF A DISTANCE OF 2.02 FEET TO AS HIS SEPARATE ESTA SYSTE 'ZINC. FO T OF THE WEST EUC OF A'SOARD FENCE; DATE CO TR DE HOMf THFNCE,NORTH'-4'11'21"'-EAST ALONG SAID WEST 5PrGE OF THE BOARD FENCE A DISTANCE OF 54.94 FEET TO BY _ T+1E NOOIF EST'�ORNER'OF SAID FENCE; SNOHOMISH COUNTY TREASURER'S CERTIFICATE ITS: % THENCE NORTH 89-55'56" BAST ALONG THE NORTH EDGE OF SAID BOARD FENCE A DISTANCE OF 1.94 FEET TO - u\ THE.EAST LINE OF THE SOUTi HALF OF THE NORTHWEST QUARTER OF THE NORTHWEST QUARTER OF SAID I HEREBY CERTIFY THAT ALL STATE AND COUNTY TAXES HERETOFORE LEVIED ACKNOWLEDGMENTS •, .� SECTION 12; AGAINST THE PROPERTY DESCRIBED HEREON, ACCORDING TO THE BOOKS AND TFIENCe SOUTH 4'06'5$; WEST-ALONG SAID EAST LINE A DISTANCE OF 54.85 FEET TO THE TRUE POINT OF RECORD OF M OFFICE, HAVE BEEN FULLY PAID AND DISCHARGED, INCLUDING - •BL�GII�(NING.. — TAXES. B 7 STATE OF WASHINGTON ) ••,.' ■■ •;• '■ ' � ,• - f, ��(p.� t�CT�d© et ) SS EXCEPT-`fHA� PORTION,.THEREOF DEEDED TO SNOHOMISH COUNTY FOR ROAD PURPOSES UNDER RECORDING NO. EXAMINED THIS _-CL�-1 � DAY OF COUNTY OF SNOHOMISH ) -■- -1802020236 : I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT MARK S, �-IARR/SON IS THE'PERSON' 9uHO ALSO EXCEPT TLTA7-PORTION THEREOF CONVEYED TO HIMALAYA HOMES, INC. UNDER RECORDING NUMBER 1 / ' APPEARED BEFORE ME, AND SAID PERSON ACKNOWLEDGED THAT HE SIGNED_THIS IN ENT AND ACKNbWLEbOED •'■, 200207230763'AND SUBSEQUENTLY CONVEYED TO THE CITY OF ARLINGTON FOR ROAD PURPOSES BY DEED 1-� r-k e- t e ye-rs — IT TO BE HIS FREE AND VOLUNTARY ACT FOR THE USES AND PURPOSES MERTI I�11 STRUMENT. SNOHOMISH COUNTY TREASURER I�J '•RECORD,ED,uNbER AUDITOR'S FILE NUMBER 200210170132; DATED •. u� SIGNATURE: ^ SEAL OR S•7�4Mp — � /�' '�- - TOGETHER WITH THAT PORTION OF SAID LOT 7, KUNZE ACREAGE TRACTS, LYING SOUTHERLY OF THE FOLLOWING DESCRIBED LINE: ( s'Q'., OT ,, B DEPUTY COUNTY TREASURER (PRINT NAME) — _ r U3r�,. J+ , NOTARY PUB I IN F THE STATE OF WASHIN6'TON _ _•■, s, t■:. S Z• - BEGINNING AT THE NORTHWEST CORNER OF THE CONVEYANCE LEGAL DESCRIPTION AS DESCRIBED IN A RESIDING AT ,��c , �, ,� y ,e•, 1 ,�� pRr��G 2 •■■I BOUNDARY LINE AGREEMENT DECLARATION AS RECORDED UNDER AUDITOR'S FILE NUMBER 200207230764 (AND RECORDING CERTIFICATE MY APPOINTMENT EXPIRESY- �j T.�, ), PREVIOUSLY DESCRIBED); • ,�a►Na�� •• •••• THENCE SOUTH 89'37'39" EAST ALONG THE NORTH LINE OF SAID CONVEYANCE LEGAL DESCRIPTION 1.94 FEET •_WASH TO THE TRUE POINT OF BEGINNING OF THIS DESCRIBED LINE; STATE OF WASHINGTON ) " FILED FOR RECORD THIS�DAY OF 20QL THENCE CONTINUING SOUTH 89'37 39 EAST 1.83 FEET; SS THENCE SOUTH 84'20'43" EAST 90.74 FEET TO THE NORTH LINE OF THAT TRACT OF LAND CONVEYED BY DEED AT Llf R.M., IN VOLUME OF SURVEYS AT PAGE COUNTY OF SNOHOMISH ) ■ , RECORDED UNDER AUDITOR'S FILE NUMBER 8501220149 AND THE TERMINUS OF THIS DESCRIBED LINE; AFNOgOSo�9Sa�`�'; RECORDS OF SNOHOMISH COUNTY, WA I CERTIFY THAT I KNOW OR HAVE SATISFACTQR.Y EVIDENCE THAT H. GEOkGE NEWMAN /// IS"THE PERSON WHO EXCEPT THAT PORTION OF SAID LOT 7, KUNZE ACREAGE TRACTS, LYING NORTHERLY OF THE APPEARED BEFORE ME, AND SAID PERSON ACKNOWI EDGED THAT NE SIGNED THIS INSTRUMENT AND ACKNOWLEDGED FOLLOWING DESCRIBED LINE: AT THE REQUEST OF H. GEORGE NEWMAN IT TO BE HIS FREE AND VOLUNTARY-ACT FOR THE USES )MID PURPOSES MENTIONED"IN `j�Igt RUMENT. �� '•DATED. � R/� BEGINNING AT THE NORTHWEST CORNER OF THE CONVEYANCE LEGAL DESCRIPTION AS DESCRIBED IN S GNATS (/ YI ._•' SEAL'.OR STARdP • •� �r "a uNM ��/// BOUNDARY LINE AGREEMENT DECLARATION RECORDED UNDER AUDITOR'S FILE NUMBER 200207230764; SNOHOMISH COUN AUDITOR BY: DEPUTY C AUDITOR (PRINT NAME)_ — _ _ _ ) =It��a // THENCE SOUTH 89 37'39" EAST ALONG THE NORTH LINE OF SAID CONVEYANCE LEGAL DESCRIPTION 1.94 FEET; NOTARY PUBLI IN A D FyE SLATE OF',WASHIN�TON +P�� i THENCE CONTINUING SOUTH 89'37'39" EAST, 1.83 FEET; �R�SIDING AT� I��t " UFv . THENCE SOUTH 84'20'43" EAST, 90.74 FEET TO THE NORTH LINE OF THAT TRACT CONVEYED BY DEED UNDER SHORT PLAT FILE N0. PLN 20080030 ' MY'-,APPOINTMENT'-EMPIRES •�� ... ' aVB� AUDITOR'S FILE NUMBER 8501220149 AND THE TRUE POINT OF BEGINNING OF THIS DESCRIBED LINE; i� � 0 - THENCE CONTINUING SOUTH 84'20'43" EAST 22.74 FEET TO THE CORNER OF A BARB WIRE FENCE AS IT CITY OF ARLINGTON WASHINGTON �� •••• •, TA11 1_30-V 0� EXISTED ON FEBRUARY 8, 2005; • •.,''. STATE of -�� ) •, ••• of WAS���� THENCE NORTH 44'39'12" EAST ALONG SAID BARB WIRE FENCE 2.21 FEET TO THE EAST LINE OF SAID TRACT AUDITOR'S FILE NO. ---- ■ '■) SS" CONVEYED BY DEED RECORDED UNDER AUDITOR'S FILE NUMBER 8501220149 AND THE TERMINUS OF THIS C?)PNTY O� ') DESCRIBED LINE. - POR. NE 1/4, NW 1/4, & SE 1/4, NW 1/4 t, I C RTIFY THA I KNOW OR Ij,4VE SATISFACTORY EVIDENCE THAT SEC. 12, TWP. 31 N., RGE. 5 E., W. M. ti � '%n,� 7&nldk5 • • _ IS THE PERSON WHO APPEARED BEFORE ME, AND SAID SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON. SNOHOMISH COUNTY WASHINGTON PERSON'.ACKNOWEEDGEd-THAT (*E/SHE) SIGNED THIS INSTRUMENT, ON OAT STA ED THAT (itt}s�/SHE) WAS > AUTHORIZED TO EXECUTE•THE,4NSTRUMENT AND ACKNOWLEDGED IT AS THE � n} �lme- 1 _ OF D `T 'MORTGAGE, ELECTRONIC REGJSTRATION SYSTEMS, INC. FOR THE BENEFIT OF COUNTRYWIDE HOME LOANS. TO BE t SHORT PLAT FOR Tll� FREE"AND VOIUNTARY ACT OF SUCH PARTY FOR THE USES AND PURPOSES MENTIONED IN THE INSTRUMENT. GEORGE NEWMAN DATED: -vt 'v '$IGNATURE: _ (SEAL OR STAMP) KAREN R SHUIER 21467 Kirkland, WA 98034-6929 Date Tom'" - 1 th Avenue 4 8 08 (PRIN-G 4+AK E) �- M1r anuarV Commission Expire; Drawn RVJ Jenuary id, 2012 � IS T Tel (425) 821-8448 Checked NOTARY PUBLI IN AND FOR THE STATE OF-W�tSi+N&TAhh 1�0.S �!L IAl� Fax (425) 821-3481 RESIDING AT JQl u I G7y ASSOCIATES Toll Free 800 488-0756 Job No. 04-308 MY APPOINTMENT EXPIRES Rt� via l4.cZ01a� EXPIRES® -(� ( ) WWW.TRIADASSOCIATES.NET.. Sheet 1 OF 2 i NEWMAN SHORT PLAT, CITY OF ARLINGTON FILE NO. PLN 20080030 POR. NE 1/4, NW 1/49 & SE 1/4, NW 1/4, SEC. 12, TWP. 31 N., RGE. 5 E., W. M. 57H AW 100 DECLARATION OF SHARED ACCESS EASEMENT SNOHOMISH COUNTY, WASHINGTON Q THE SHARED ACCESS EASEMENT GRAPHICALLY DEPICTED ON LOT 2 IS HEREBY GRANTED AND CONVEYED TO s LOT 1 FOR A DRIVEWAY ACCESS EASEMENT. THE MAINTENANCE OF THE SHARED PORTION OF THE PAVED , , SURFACE SHALL BE SHARED EQUALLY BY BOTH LOTS 1 AND 2. THE ENTIRE EASEMENT AREA (WITH THE �' SATE'' EXCEPTION OF THE DECORATIVE ENTRY COLUMNS AND FOUNTAIN AS SHOWN HEREON) SHALL BE KEPT CLEAR OF ALL OBSTRUCTIONS, EITHER TEMPORARY OR PERMANENT, THAT WOULD PRECLUDE THE USE BY LOT 1 OF I LOT / �" MAPLE ST rb W'LY BOUNDARY -WEST LINE LOT 7 (KAT) ESTABLISHED BY I "A- SNOHOMISH COUNTY � � Q 2 - vE ITS FULL ENJOYMENT OF A DRIVEWAY ACCESS EASEMENT. 157N PL NEg N '•,•��•... ~ THE MAINTENANCE OF THE FOUNTAIN SHALL BE THE RESPONSIBILITY OF LOT 1. BLA AFN 200207230764 I SEE DETAIL SHORT PLAT SP-545( 1 2--77) / ® a _ •• - _ THE MAINTENANCE OF EACH DECORATIVE ENTRY COLUMN SHALL BE THE RESPONSIBILITY OF THE LOT ON IV842 ' " AFN 7303170298 HIGHLAND D 21.7H.ST WHICH IT IS SITUATED. 0 43 W 113.49' THE MAINTENANCE OF THE SHARED PORTION OF THE PAVED SURFACE, THE FOUNTAIN AND THE DECORATIVE FOUND 1 1/2" BRASS N89'37'39"W 107.25' ' DISC IN CONC I 3.77' ENTRY COLUMNS SHALL BE TO THE SATISFACTION OF THE OWNER(S) OF LOT 1. "LS#19631" - i PORTAGE S �q - DOWN 0.65' I`� - '' 'f'' ' '-. _ ''' �O�COUNTY PARK MEADOWSVER (02-04-05) W Imo"'-10' UTILITY EASMENT - - lip N'LY BOUNDARY r `t `f ESTABLISHED BY EAGLE CREEK PLACE �`'- Iri BLA AFN 200505205004 SNOHOMISH COUNTY ' AFN 200210315004 ` I o o `z N17.1s'14"w SHORT PLAT SP;�545( 12--77Y o N Z 7.84 AFN 73C? 17093 ' •,. Z ''� VICINITY MAP 9 I�_N05'32'16"E ' ' '' ' N88'07'52"E c' -j 11.52' LOT 1 `° '~' ' 1"=2000' '� I 2.91' (2.02' BLA) 1 N84'27'44"W 13,878 SQ FT 2.5' X 2.5' STONE - DECORATIVE ENTRY . r W COLUMN 8' HIGH Z 4' DIA. FOUNTAIN ... m LOT 4 ` W .- EXST. EDGE Q � N I PAVING DETAIL "A" SCALE: 1" = 30' `_ 'a82'43' jj 00"E 114.02' 31.59' r. I I W M a • TPOB CONVEYANCE 0 15' 30' 60' I V_ � 'i'' SHA ASE ENTESS '' "�� ��' '' '' " "' AFN AL DESCRIPTION WEST 200207230764 LOT 7 LINE (KAT) ..E '�. �% rGo N7 I i' '',. ' FOUND 1 1/2" BRASS LO I N88'd8'13"E 72.46 .... BLA) ti r � I� DISC IN CONC O _ N BLA LEGEND " z N 1• •� _ o 1.94' 1.83' LS#19631 LOT 2''• ' ' ti ® FOUND MON. IN CASE AS NOTED DOWN 0.75' � I ""• I N89.37'39"W SET 1/2" X 24" REBAR/CAP LS #21467 r 6,841•:SQ FT (02-04-05) � L07 3 � ' ' I •.1 � 3.77 (KAT) KUNTZE ACREAGE TRACTS VOL. 9, PGE. 43 LOTS 4 1 1• w SNOHOMISH COUNTY ' ' tO SHORT PLAT SP-545( 12-77) N (BLA) BLA PER AFN 200207230764 - ROS AFN '''•ti I '' g0'00'00"E 114.02' 9011075003 I _ AFN 7803170293 N N I r• LO GENERAL NOTES --p '' .. r� o o I Z SCALE: 1"= 5' 1. INSTRUMENTATION FOR THIS SURVEY WAS A ONE MINUTE THEODOLITE "ti z c�i '.1 AND ELECTRONIC DISTANCE MEASURING UNIT. PROCEDURES USED IN THIS FOUND 1 1/'Z" BRASS SURVEY WERE FIELD TRAVERSE EXCEEDING STANDARDS SET BY WAC DISC IN CONC 332-130-090. "LS#19631" , , I. 10' UTLITY EASMENT Co DOWN 0.65' ' ' o 2. THE INFORMATION DEPICTED ON THIS MAP REPRESENTS THE RESULTS (02-04-05) 'r'' ' 'j w�• ,� ' LOT 3 `0 OF A SURVEY MADE ON DATE INDICATED AND CAN ONLY BE CONSIDERED I'• I 6,688 SQ FT AS INDICATING THE GENERAL CONDITION EXISTING AT THAT TIME. '' ''ti o 3. LEGAL DESCRIPTIONS AND EASEMENTS BASED ON CHICAGO TITLE INSURANCE COMPANY SHORT PLAT CERTIFICATE NO. 5610068, .I a' I 105.88' DATED DECEMBER 27, 2006 AT 8:30 A.M. , _ _ �• ,:' Q Z N90'00 00"E • . 4. FOR FURTHER BOUNDARY TIE INFORMATION SEE RECORD OF SLZRVE`f- LOT: 1 ' '. N'0 �I 0 \ RECORDED UNDER AFN 200505205004, RECORDS OF SNOHOMISH C6U0TY,6 � O � o WASHINGTON . '' " I J '• ., - '� °J LiI tors 5. THIS SHORT PLAT IS SUBJECT TO DISCLOSURE'STATEMENT RECORDED , ' 'I ' 'Ell Z I UNDER AFN 200804010087. _j ? LOT 4'• �`' I - ' '' ''' cZi N I 6,481 SQ FT 6. THIS SHORT PLAT IS SUBJECT TO AN AGREEMENT-•f?EQO3DED UNDER '. �L ''' •••• I°' ' 6''23" AFN ____--__---- ----•• I �83'0 � R=25. 0' 1,415 SQ FT • TO CITY OF ARLINGTON I iCD \BY DEED L=36.26' HEREBY DEDICATED TO • AFN 200210170132 THE CITY OF ARLINGTON • •- ` _ _ __ __ __ _ _ ' - • • - - I 20.96' N89'54'18"W 69.30' 0 15' TO SNOHOMISH COUNTY FOUND 1 1/2" BRASS /h 15' DISC IN CONC I /^��' Sri PER QUIT CLAIM DEED ul "LS#19631" DOWN 1.05' 32.63' _ — _^ AFN 7802020236 •• (02-04-05) i N89'54'18"W 81.37' ''• , , - ACCEPTED AS SOUTHWEST A--43'14'57" 30' DEDICATION • - CORNER OF LOT 7, KUNZE ' ACREAGE TRACTS R=25.00 O PER PLAT OF 215TH PL NE KUNZE ACREAGE TRACTS SHORT PLAT FILE N0. PLN 20080030 L=18.87' VOL. 9, PG. 43 . -', •-, N CITY OF ARLINGTON, WASHINGTON • Z AUDITOR'S FILE NO. �aD�� �S a ____ • , , ' W QUARTER CORNER SEC 12 TWP 31 N. RGE 5E., W.M. ' -,$• FOUND INVERTED NAIL IN WASHER POR. NE 1/4, NW 1/4, & SE 1/4, NW 1/4 IN CONC MON SEC. 12, TWP. 31 N., RGE. 5 E., W. M. AT INTERSECTION OF 212TH AVE. NE AND S. STILLAGUAMISH AVE. N. SNOHOMISH COUNTY, WASHINGTON 11 (02-04-05) FOUND PUNCH IN 1 1/2" BRASS DISC IN CONC Date 4 8 08 12 N8955'10"W 1303.25' DOWN 0.3' IN CASE SHORT PLAT Tel (425) 821-8448 Drawn RVJ 21 87 "LS#12716" s (02-04-05) FOR T 12112-115th Avenue NE Fax (425) 821-3481 Checked RVJ ACCEPTED AS SW CORNER (KAT) ASSOCIATES Kirkland, WA 98034-6929 Toll Free (800) 488-0756 Job No. 04-308 EXPIRESQ �p GEORGE NEWMAN _•� WWW.TRIADASSOCIATES.NET Sheet 2 OF 2