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HomeMy WebLinkAboutPermit File 4210 Osprey Lane "NSF AI CERTIFICATE OF OCCUPANCY This is to certify that the below listed building or structure has been inspected and occupancy is hereby authorized: Description: New Single Family Dwelling Location: 4210 Osprey Ln, Owner: Padilla Heights LLC Constructed by: D & A Custom Creations Building Permit #: BLD-2015-0651 Date issued: 12/02/2015 Use Zone: R2 Dated: June 12 / 2017 Authorizing Official: • Nd I' , ,I i.'; -. ".till I I.-nc, • Rt ri-7n1i . , .. ,1 - 7111 ' :: X Q'.'' City of Anacortes ,,,. ,...•• r,.-, I-;,F,1 _, ' ;':,;;;. ',III,.:; cid..i,, •i (j = , •.; r,,voiicelfi fmit#: ;.,BtD620t5 0651 \; .x' 904 6th Street ;;I 1;-7n Applied date-:-' 1I2io2120 5 P.O.Box 547 ` ; P.:%,•i,, _,.. assue}date: 12/02/2015 : "' )0s' Anacortes, WA 98221-0547 { a,r ,c T r-. -tzpir'6"d-ate: 05/30/2017 �r Job Address: 4210 OSPREY LN Permit Type: Foundation Permit ANACORTES WA 98221 Project: APN: Remarks: Foundation only permit for main permit#BLD-2015-0223 • Owner: PADILLA HEIGHTS PROPERTY LLC Contractor: D &A CUSTOM CREATIONS Address: 1016 S 3RD ST Address: 4406 MARINE HEIGHTS WAY MOUNT VERNON WA 98273-4302 ANACORTES WA 98221-8288 Phone: (360)424-4000 Phone: License#: DCUSTCC888M6 General Information: Fees: Building Valuation 45000 Building Permit Fee 593.75 Plan Review Fee 385.94 State Building Code Fee 4.50 Total Calculated: 984.19 Deposits/Receipts: 0.00 Total Due: 984.19 THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT.ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT, THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW FAGULATI CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. + {. C --( , am. G TURE OF OWNER OR AUTHORIZE]AGENT ISSUED Y4 +SI . Y C3 ': Cityof Anacortes IrsvoicelPermit#: BLD-2015-0223 ' 904 6th Street P.O.Box 547 Applied date: 05/12/2015 Issue date: 02/01/2016 ' �G) ' Anacortes, WA 98221-0547 Expire date: 07/30/2017 ,, ,,� �µy'�' *A (360) 293-1901 :.,' V J r Job Address: 4210 OSPREY LN Permit Type: Single Family Residence Permit ANACORTES WA 98221 Project: APN: I Remarks: New single family residence constructed per approved plans. Owner: PADILL HEIGHTS PROPERTIES LLC Contractor: Address: 16070 BRADSHAW RD Address: MOUNT VERNON WA 98273-8890 Phone: Phone: License#: General Information: Fees: Basement Square Footage 940 Plan Review Deposit 200.00 Lot Area 9584 Building Permit Fee 2,085.75 1st Floor Square Footage 1726 Plan Review Fee 1,155.74 Garage Square Footage 767 Mechanical Permit Fees 143.20 Deck Square Footage 550 Plumbing Permit Fee 132.00 Building Valuation 295000 State Building Code Fee 4.50 # Forced Air Furnace<=1,000 1 Sewer Inspection Fee 50.00 #of Bathtubs 2 Storm Drain GFC-Residential 1,383.17 #of Clothes Dryers 1 Sewer GFC-Residential 8,828.48 #of Clothes Washers 1 Park Impact Fee 615.00 #of Dishwashers 1 Traffic Impact Fee 900.00 #of Gas Fireplace 3 Total Calculated: 15,497.84 #of Gas Piping 1 Deposits/Receipts: 100.00 #of Gas Water Heaters 1 #of Water Piping 1 Total Due: 15,397.84 #of Hose Bibbs 3 #of Kitchen Sinks 1 7, -. -rw 33 •o o - #of Lavatories 3 *ri i =�, -, ca #of Range Hoods 1 n _? #of Showers 1 - - A .0 e kc #of Ventilation Fans 5 #of Water Closets 3 . 7 ti - a .1 ,' -p. T, ;, D 1: 7 I. «i 11 THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS„ C fF-1ti CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENE .- ID HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT.ALL PROVI`.7i',ONS ii OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOTT-.I`TF GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER S1ATE LOCAL W REGULAT G CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. a II — _ .a SIGNATURE OF 07R OR AUTHORIZED AGENT ISSUED BY OCT 1 ! 2U15 Hydrant Flow Test Report Test Date 10/13/2015 Test Time 11:45AM Location Tested by 4210 Osprey Lane Commercial Fire Protection Anacortes, WA 17199 Bennett Rd Mt Vernon WA 98273 John Adams Notes Read Hydrant Hydrant 855 tested 2.5 inch Hose Monster 128 psi static pressure 104 psi residual pressure 1 ft hydrant elevation Flow Hvdrant(s Picot Outlet Elev Size C Pressure Flow #1 1 2.5 .905 42 1094 gpm Flow Graph 150 _ 2466.6 gpm at 20 psi 120 _ 90 psi lj0 = • 30 lJ 1, I J r l 1 r r r r r 3 r r 1 .. r IIL r r r r 0 500 1000 1500 2000 2500 gpm Created with the free hydrant flow test program from www.igneusinc.Com �.� Anacortes Planning& Community Development Dept. Permit Center �l P.O.Box 547, Anacortes,WA 98221-0547 PH(360)293-1901 Don Measamer, Building Official,Planning Director FAX(360)293-1938 June 11, 2015 Dale King 4406 Marine Heights Way Anacortes, WA 98221 RE: New home at 4210 Osprey Lane Dale, Please supply a real site plan for the lot. The one provided has very little information on it to review. There are no lot boundaries marked, and too many other required items to list. See the residential permit submittal checklist for the minimum requirements. '2. Correct the cover sheet to show the right lot on the"Vicinity Location" map. vT. There are incorrect code references on the cover sheet. Remove all but the 2012 IRC and the 2012 UPC. 4. Provide a boundary survey for the lot.-P- 7 6. r r ee c 'r 65" 1162.4) 5. Show all easements on the site plan. 6. Complete the Small Parcel Stoirir Water Plan for Public Works review. ' 7. Indicate the overall building height from average original grade on an elevation vie\ O 8. Show escape and rescue windows on the floor plans. 9. Indicate tempered glazing where required. 10. Do you intend that all of the doors and windows be"1-hr self-closing" as indicated in the door and window schedules on Sheet A4.2? If not, correct this and all of the other errors in the schedules. - 't l. The garage to house door is shown swinging over the step6, which is not permitted by IRC. 12. The foundation information is incomplete and not consistent with the engineer's details. J,3. There are incomplete references throughout the building plans. Please correct and complete. ;1 -14. A residential fire sprinkler system is required unless a fire flow test proving a minimum of 1750 gpm. It is listed as a deferred submittal on the cover sheet. 15. Provide current contractor's license number and business address. Please correct the above, re-submit a completed plan set so that a review can be performed. There is likely to be more plan review corrections when we have all of the information on the plans. Public Works has not reviewed the plans yet since there was no relevant information on the plans. Sincerely, Paul Ingalls Plans Examiner City of Anacortes 360-293-1901 Gmail-Fwd: Letter on corners for lots 1 &2 Osprey https://mail.google.com/wail/u/0/7ui=2&ik=8db7d79797&view=pt&s.. II_ �f I E Ashley King <ashleydk@gmail.com> Fwd: Letter on corners for lots 'l & 2 Osprey 1 message dnacustomcreations@live.com <dnacustomcreations@live.com> Mon, Nov 16, 2015 at 10:57 AM To: Ashley King <ashleydk@gmail.com> • Sent on the new Sprint Network Forwarded message From: "Bruce Lisser" <bruce@lisser,com> To: "'Dale King" <dnacustorecreations@live.com> Subject: Letter on corners for lots 1 &amp; 2 Osprey Date: Fri, Nov 6, 2015 1:00 PM Dale, Please accept this e-mail as proof that we set the foundation corners for the two properties based upon plans that you provided to us last year, I have not seen the actual plan set that was submitted to the city but the two houses were mirror images. Let me know if this does not work and I can do something more formal in the next week or so, am really swamped right now. Bruce From: Dale King [mailto:dnacustomcreations@Iive.com] Sent: Friday, November 06, 2015 12:36 PM To: bruce@lisser.com Subject: Letter on corners for lots 1& 2 Osprey Hello Bruce, Could I get a letter from you that states that you shoot in the house corners for 4212 Osprey Lane(lot 1)and 4210 Osprey Lane(lot 2). Thank you for your help! • Dale King 1 of 2 11/16/2015 10:59 AID Drainage; PU T•G RL W OFF Sr4E iN i 1"PVL F4�re nE TO111.FAAI G TotV L4q flI ROOYW! N6 To Y{IYLi'E voWN SOLOS A 3'-O'nR:.FFOn EU,LT�NF. Erosion Control: CON1V&tOKYD INSIAU Si Y FV,F....5-1.14 ON 9OS N SLOPS si c • i.t,OP FN fOO FX1GNTS .,OP_ _ t.+} •^t.i.I GGM5TWJGF,OJ.SILT f FNG WG '..T\—L:.. '. TO#ErN OJT,.LN AW t • LA„tSG.rPINS is oN P--.wE kkkk / �� 11N WSJ OF T'EL FENGINS GOYER k '� } i yl ALA.sXGAVAT6O AFEAS AIiO % 7 Pr+:oFrzrr co a OS / STouK n-S So,L..rN sre ) ..,._ ��.� Lot#; 1 l \ Fu e Residence' .1.1111 • TO Zo'S {a.yY.�. f Q` \ C 5GnC J'f / / 1 r 1 f "��� �d `SS SYJO / / J / y I Q @a .. ,l® i 5'efB,GK g 5� '�F 14 4 :•I� n x 8 /7 OpreyL m =x�sr�� es �S,:ja rGGr.Ss nurir>u , / "` .�s�.tir or�ve lY' 4 v O L.E`.64, _ ., N•.'F f.. E. &ASZN 4>y N h 7/ g .� sL-FS�IN4 �f/ y 7 ��- 14 i z 6 o J.T.OO,,,,,S.OYE 1 . \.l / :r I 1+ #• Lot ri/ 9 Q-, 2 6 OR�OF06FT'*' -- `� 14 it ` jam mute Reeidence .9 -z o • �• r` L nRlvs v+s_i _.i�1 •/ ,r4 / F 64�-m exist.contours ... f L no / Re4letnee. -',./ . �, '/ loll x. � so bra ® Yc �� 7 \ / / /r \�', 71 � �� ` "''" { z sss / 4 }4,,mti os •� , 5\u#ure Freskder\ `•• ...,,, ', „ 7 la\* L.,......,...,.\4k. \ •,'\ \• ! 1 ! i l' ) 1 1C-\ / `‘, 41-- it \ ov �: o. 6U �h �m `�: x p Ls, T4F4 1K ' Z6r V VO LLua z}.0 'ate ',IA f (15;) kIogTN A0. 1 5u.„ August 18, 2015 Don Measamer City of Anacortes Department of Planning, Community P.O. Box 547 Anacortes,Washington 98221 Re: Lots 1 and 2 Osprey Lane Dear Don: This is to confirm our conversation on August 13, 2015 that the backfill material to be stored temporarily on the road right of way until completion of foundations for lots 1 and 2 or 6 months, whichever occurs first. The slope toe of the backfill will start at the property line and go up from there. Thank you for meeting out at the site. I look forward in getting started on these lots soon. Sincerely, Dale King 360-770-6411 q Floor Plan Notes: -- B HQ m ry I Q I I 1_ PR0919E FULL HEIGHT I-HOUR FIRE Se?AgATlON L1.05URE Q I -1 u e3''P. O 1 WALL,115E 5/E"TYPE'X'FYI'.BP.FROM MU95LL To BOTTPM A 1' ' r 29,6• r I 12'-6' I r 41,.0, OF PLSS7 J045TG ABOVE.115E 5/86 1TYt'X'GYP.B9,ON ALL JU■`fy -_J_y_ fl Gr\RAGE\VALES 61LING5,5eAMS,A45 COLUMNS,7YP.TAPE AN9 El_._ IrI y-p' 3 0° 3 3 3 " 2 ' 2 9 2 8' 2 9 2 1° TEXTURE PROVIDE 2 LA-rage 5/S'DIPS'X'GYP.B9,PN AL6- J ` _ _ G5 UNDER SAT AL. _.__. , , 2.USE 5/9 TYPE x GYP.BA,AT6Ra E go ceFI ANp S SAGKR \ALES DCEIWNO O O O \VALES USE 9U7AROGK PR WPNDERBOAR9 GE .ET PUS BALK1RMI 6' BOARD WHERE TILE IS YO 5e APPLIED TO WALLS.INSTALL PER-° ■�■ iMil" O 0 0 0 LA7EST EP11159 op'The COUNCIL of AM5744'HANDE0019 =� III -rI _ I I l DETALS W24k>0412,INCLUDING ALL ANSI RSFERANG65, 0 In I storage .r--" 3.TILE SHOWER ENGL'4S412E,TILE To Be ReLeoreo BY m - Iyesk k4 J p O\VNER/BUILDER,\Y/+LLS SHALL HAVE A SM'�OTH,MARS, 1 ! NONA5SORBANY SURFAGe To A NEIGTH of NOY LESS THAN 10 a a 0 I I O� 1NGH65 ABOVe THE['RAIN INLET,a/GEME71TIOU5 MATERIAL,1D0 • "' 7.1pY u55 GYP Si' UPPER YILE1 SHONSR HEAP AND CONTROL 0 SELFLTeo BY OWNER/$0I1-06R.VERIFY SHOWER HEAD H6141H W/O%N6R/SUI4De4.MIN.STALL 5146 1024 5Q.INGHES AN9 I�, SHALL ENCOMPASS A 30'pIA GiRGLE. a=_a '1 _�� 4.19°K N MIN. SSA 30'Di ACCESS\V/INSULATE['BOOR G- Ca 'I �- V. FLUSH MPUNYE1 FINGERPULL. 57i l��r IGaraae ,.k v.,... "" ". , m Kilc�lenlDlnin9 � ;"_.. I,a�_� ��_� 7- ��+I 5.42'x 30'MIN.ATTw ACCESS To 6E 15 4111w AGLE551S LE �*' �\ _ \YITH UNG55TRUGYE9 HEADROOM.FRAME oil-ALLE55 HDLE Tom,•• % V 'k.i ]! �-- ®'��Itl �R_-• O 96PiH OF rNSULAriaN Nr41 NOT LE55 THAN Vz'PLYWoap. d ' ""' }, w-' A4GE55 LOVER IN 4ARA0E To ea HINGED ANS SHALL BE 'h ■ -" S WEATHER-STXIPPEO OR SEALED T9NT.I L"----" _ _ __ „ - C 0��, _I, L m d b-STAIR H.4N 6111.366 ABOVE STAIR NOSING INTERMEDIATE k' -- �� N RNL SPACING SHALL Not ALLO\V A 4'91AM5TOR SPHSAR TO .\ ' _, • 1 " -i-1 ■UE -r- \ PASS THeoUL61 PEA I.Rb-SECTION 312.R _ , k J ■■0�■O■ _ _ -- - O Y.4UARDRAIL 66'Aa0V5 FIN,PLR-INTERIr'E5ATe RAIL SPACIN4. \ •• + �� `.IN'®� - - D !'- 1 SHALL NoT ALLOW A k'pwMc7pR SPHEAR 7o PASS THROUGH yy� rr■■ml rp . - / - PER I.RL.5EGTIo4 312.2, •I � '%6' ■■rr■r■�rrr�i���� . = '; __� / r /\ r /\ 5.PRE-MANUFACTURED,ZERP GLEARAHIGE GAS FIREPLACE. �9 '� IIINIIDIIII __ _ I / \ / \ GG41.4,A\VITH OWIJER FOR' 1M P572 1-0 E.CONTRACTOR 0 O 0 II■■■■■EEEN __� I / ` \ SHALL A55U.ME ALL OPTION:.REFER To MA:UFALTUReSS 1111111 II■■�■r■_... -1 1-1-1_L -_ / I / \ / SPEGIFIGA-no 15 FOR MINIMUM REC'UIRERMENYS OF NCH- _ \ _ 1 4 .- \ / \ / \ GoN,BJSYASLE SURROUIJ5 4 HEARTH MATERIAL, I 31-6' •B,-6' // \ I / \ / \ Q 9,ALL BUILDING WATER SUPPLY 5Y5"ra s IN WHILN QUICK y _ 2'-9' 3'-3'0 3'-3' 2'-3° • / I / \ \ ACTING VALVES ARE INSTALLED,SHALL Be PROVIDED Wrro ^• /` . , ^, pEY1GE5 TO ABSORB NIGH PR555URE RESULTING FROM TOE 6/A3.1 1-- m =f- / \ 6/43.1-�r 5U1GK LLo51N5 of THESE VALVES.DRAIN oUY,NO YRAPPMGI, 1 • I -m I I / \ / \ '--.-- y= ENV OF PfPE LESS THAN S FEET ABOVE GRaUNp,POIMT7NG '_i S- _ 4 \ / \ DOWN.RANKS SHALL ea 57PAPPED W17HUJ UPPER 1/3 Q X p = O • a / A1P LOWER 1/3 TO PREVENT OVERTURNING IN AN n F U1, r _m _ ______.___.__,_.__, ,__(--_-_._._._.__-___._._.....II. _.1. _ _ 4 \ -Q-(+� 1 EARTHQUAKE. 41 Zi" ! m �J 10.V.A.U.ON 18'NIGH PLATFORM.TOP OF PLATFORM To 55 y 7 - I I \ TI `�,O 1 - ¢I,q: 61A+ 1'-2'2,-O', 10'-a' I¢'�O'A 1p,-O' R'-p, 1/8'T40 PLY\VOO5.EXPO5E5 FAG55 ANp SIDES TO Y1AY6 1 Q ^ Z, I (peck I i r r IX Ik LAYER 5/6'GYP,Bp NO FLRNA4e SHALL B5 INSTALLEP IN ANY lYY?$L 111 \? SLOPE 1/42 PER FT. p G0NFINep SPACE 5I71H ACC-655 ONLY THRO44N A BEDROOM, 11. SL 13-10' 9'4' 261-0' AWAY FROM B 121511-lG , o A r r BATHROOM,OR CLOSET.PROVIDE AT LEAST 3o,of WORKING I.Ill N Q h ,n Irving Rood I ��I SPACE w FROM OF FUR-WAGE. 0.m q�6� I 11. 770215E PRYER VENT Ta EXYERIG112 PROVIDE RECESSED \- d' \ O /� 1 '� HOr ANp 40L12 SHUTOFF CONTROL VALVES$WASTE AT ' X/ j - WA5N5R.EXHAUST p:1GT5 SHALL NOT EXCEED A TOTAL l5 Q _ iEnl I LaMBINED Hl 21044 TAL AND 4ERTIGAL LEIJG,NT OF 25 FEET, • g I i THE MAXIMUM LENGHY OF THiE DULY 5HAL4 BE REDUCED 2,5 =d' ; O 6' I I '" 11'_0+ I I 1 FEET FOR EALN 45-PEGR59 BEND AND 5 E7 FOR EAGN 90_ \1 7 in 1 �' DEGREE BEND.A MINUMUM'HI�.'GH VWME7oR EXHAUST PLOT Q T I I O O g'-0" L2'-O"� ' OF SMOOYH5oRE,NONCOMBUSTIBLE MATERIALS REQUIRS0 111, 1 1 ASE r _}`\ .s:i 1 ( � W[TN BACK-DRAFT DAMPER. © ♦ ' I -T- I` r IX -- -(•-'I _._._} - - _ _ - T _ 1 V f 13. 55LF-12. GNLOSWG,H-IGHT Fr(TP1G 5.L15-WOOD POOR 1 3/5'Z. ��.1-__.-.-._.__ �J i 1 1 - o Q THICK DOOR\V/LABBLsp FIRE-PROTECTION PATNA OF No7 'Walk-II-II 1 S LE55 TIHAIJ 20 MIN.PROYIVE GASKET 5EA4\VERE TH5 N - - _i17) ���1LLll 0 1 � DOPR ME5Y5 TN5 5TOPG 5 BPTrf 51055$AGRo55 YNE lop. It N 1k.TYPICAL TOILET-MAX.FLUSH 7.t;GpL. A/A3.1 _ s-.... S .�. .� A/A3,1 O Ir. 15,SINK �` I IS.GARBAGE DISPOSAL ® I ` > 1Y SFSH\VA5H5R ..J , I 1e.36"RSFRID4eRATOR.PROVIDE WATER GINS FOR ICE-MAKER - € 19,09EN/M1GXoWAVe Z 1 \ 0 -\q 20,UN5ERGOUNYER R5FRIOGERATOR V I I �_ 4 i I I' �. I 114 WASHES p� '� 22,TRASH COMPACTOR T l' _ [Bedroom I 1 I- .' 23.GABINYR-(-OWNER/Ga NTRAGraR To VERIFY ny I. 24.RANGE �V 9 o- 1 25.SHELF ANS POLE CD 1 I I I 26.SKYLIGHT.9USL GLAZED TSMPERE9 GLASS CO I 2>,SHELVING _ __ _ 28,SMOKE DETECTOR.EYERY DNSSLLING UNIT SHALL HAVE A I lwalk-InI SMOKE DETECTOR LOG YED IN 5V5RY BEDROOM AND Ar A Q - �1_ POMY CENTRALLY LpGATED IN THE GaRgiDOR OR AREA IIIIIIIIIIIMIIII O N. l ` - - l ® GNING ACCESS TO EACH SEPARATE SLEEPING AREA.IN NEW T7:,�c i LaN51-R:ILYION,REQUIRED SMOKE DEYEGYof:S SHALL RECEIVE i I TH51R PR+MARY POWER FROM Ttle BUILDWG WIRING ANp SHALL _._,s3a3'- _.k'-'✓.-..- _ BE EQUIPPED WITH A BAIYSRY BACKUP. - _ _ -.,___.___-_-_._-_ __ ._._ ---_.__._,___._._�. _ _ _ _ - 8 29.eGR655\VINvoWS SHALL HAVE AN oPENABLS SECTION FOR FlrRh'11"r a'-o" 12'0' IT-6' 545755NGY 5GRE55 5.>SgUARE FEET MIN.MINIMUM NET CLEAR A r 1 pPENABLE SECTION TO$E 2O°WIPE AND 24'HIC-01.SILL H6'GHY I MAXIMUM 44'OFF P51,F1-R. \ _ ______,_._,_,__ L.__--_,..... n N I 30,MECHANICAL PAN.$ATHRPGM,LAVNRRY ROPMS AND THE - J 1 121 a 1 i LIKE SHALL Be PROVIDED WITHI A M5GHANIGAL FAN LONNSGTED ��11 I TO THE OUTSIDE CAPABLE of 50 G.F.M.AND SHALL NOT k'-4' r 4'-6' I -"' 1 1 TERMINATE u_oSER THAN 3 FEET TO ANY 0f54#5LE WW50N in 21 11'-6' 1331-6' . i 30'-0' OR OPENING INTO YNE BUIL0,N0.MINIMUM DOLT 514E 15 46. 4 6 H1 1 1 9RY5R,KITGHeI ANp BATH FANS To 56 SEPARATLY Y5NT5D p 1 I 83'-O' 1 i y To THE 0UT51'J5 MSTALL DUCT\VORKPR1o7 TO 1N52LA7roN q 4j D 1 1 r II FOR FRAMING rwSpeGTIPN.EXHAUST FA.IS TO Be G0FISTRUGYS5 4- 11 IC l/rIr-I ii� I I �I I 1 1 05 51100Y45045,4ED F0EX 15 A5 TORS NOY EXGEDING,6 '�� a. ;9 \=/ (r`] O ©© ((=1 O O O FEET IN LENGHT MAY Be USED IN LONN5LT1oN WITH DOMcSTIG 91 �I7 T `� �J DRYS' 6XHAU4£. S 4 4ROUND.L\`MEN HeTALDuGTSLL DUGTS Age N5T LHof 56 �Ev rg oX UN126R ,9 -al 6 z Floor Plan Notes: General Notes: GPNCRETE SLABS,THEY SHALL 56EN6A5ET,IN ATLEA5T2' t<li a2m i 0/G 0ONGR5Y5. fi W x floor sheathing; floor joists; 1.ALL D1MEN510N5 ARE FACE off STUD UNL555 o1H5RW15E 32.FLOOR SURFACE 1N GARAGE/CARPORT TO BE }� ti i H z I g J beams and headers; NOTED. NONGOMBLSTIBLE PR ASPHAWG. 4 41 a a O SH1AYH1N4 SHALL 56 3/4 INCH TONGUE Arlo 4R0oV5 A.PA II 1/E'TJI 110 JOISTS-12'O,G.PROV155 BLOCKING AND BEARING 2,SEE 5H5e1 ,FOUNDATION PLAN Fox ADDITIONAL FRAMING 33,LONGRBTE POA5LH,NALKWAY,5TerS AND LA11D1NCG SHALL 7 2X6 WALLS-HEA2E1 5 To 5R 6500 OF RATED SHEATHING SPAN RATING 48/24%efH LONG DUAIEN51oN AND BRIDGING e 8'0'o.C.PER MANUP.RELOMMENDAT10N5. s2 UNLESS oTHERW155 NOY59. Nam'' 34\HOL6 Hot'Be oNOU5E FANS SHALOHAvIMAMUAL CONTRPL AND 1L 1L 1 m a PERPENDICULAR To SUPPORTS,UNLESS No7ED 0THE7%,Se NAIL 3.ALL EICTERIPR\VALL5 ARE 2 X e a 16'O.L„UNLE55 S m,g,i\ e 2 \y1H 14COMMON NAILS AT 61NLH55 oG,Al-SUPPORY59 LAY2UT SHOWN FOR 5C15MA71G DESIGN ONLY.MANUFACTURER o1HeRM56 NOTED. AUro1AY1G CONTROL,SUCH A5 A LLOLK TIMER WITH A WOKE ,„,"A 4 7 q z 2x4\VALLS-HEADERS To B5 4x10 9F Paget-ED455 AND 10 INGHES o0.Al'1NY5RM5DIATE SUPPORTS. SHALL PROVIDE AN9 SU$MIT 6NGINeex5D DESIGN TO THE 4,ALL INTERr0R WALLS ARE 2 X 4 a 16'oL,UNL655 RATING OF 1,5 OR LE55 a 5 9 32 UNL555 ori16R\y5E NOTED. a Sl THE FIRST FL-cog SHEATHING,SHALL BE GLUED TO ilia Joer -Ng-ow, 0THex54Se NOTED. 35.DooRS.WHERE OUTDOOR AIR SUPPLIES ARE SEPA ATEp AHD TH6 TONGUE AND 47009E JOINTS WITH AN APPROY'c0 o6PARYl-I5NT FOR APPROVAL PRIOR Yo 1ABPGATION AND 5,PROVIDE BACKING IN ALL BATHRPOMS P0R Tov6L BAR Fx0M EXHAUST POINTS 5Y DOORS,PxoVl5r0N5 SHALL ea i' U 9 'OP ADHESIVE. INSTALLATION AS REQUIRERED. ETC..GPPRENATE WITH O\VNER/Bl11LDER FoX LLOGATIOII•S. IN51'ALLA71PNNIADe To R F 4RI4Le AIR LS\BY 5/4"MI4•0525.ING DOORS OR p 111 ,n floor framing; PROVIDE 50L19 BLOGKIN4 IN JSISY LAVr11E5 BENEATH ALL 6.PIREPI.ACE To BE sorrLeP\VrTN 01.7515E GOMBU5TI0N AIR 36.T5MPE7EP 41-A55 RAIL. 4R ii POST LOCATIONS AND BETWEEN UPPER AND LOWER 5TUD5 DUCT Al'L5A5T 6 So.PI AND PROVIDE READILY 0PERABLS c, f))) P7oVID5 FULL DEP7N SEaGKING Fog Jo15T AT THE SUPPORTS, AT FLOOR To FLoo7 HOLDOWN LPCATIONS. DAMPER.INSTALL 4A5 PIREPLAGS\VITH G.EARANG65 ANP I-Et 5 ,1n FLUSH BEAMS(FB)MO HEADERS Nor GALLED PUT PN THE LOM$USTION AIR PER MANUFACTURES R5GOM6-1ENDATIPN5 AND Special Inspections Rea ui red: PLANS SHALL ea(2)2xe.ALL VERTICALLY LAMINATIS COLUMNS PRO915E I-JPST 15LOLKIN4$6TWEEN 1-JorSY AT INTERIOR PER Go9E AND HEADERS SHALL ea SPIKED TOGETHER%TN 16p NA1L5 eaA71N4 LOGATION5 WHERE 91157E IS A 1-0AV 131A71NG WALL F.12'-16'WONDSRBOARD TILE BACKER a TU'B AND SHOWER 1.) MPRTA7,x5INFORGSMENY AHD GROUT PLACe5SNT. SPACED AT 6 INGHES o.L, ABoVS. ENGLOUSURE, a.) EPDXY INSTALLED EMBEDS. • e.(2)STUD SPACING BET\V66N ALL\VINDOWS. PROV195 YII-15exSTRAND RIMS OR EQUAL%HERE F1-001.-1015T 9.ALL DooR/NINDO\v HEAD HIEGHTS To BE 6'-1a"AF.F.UNLE55 SEAR AT EXYER!oR WALLS, 10. 1RW;Se NaYE9. A1 .3 10.Vr IS THE R55PON51BILrfY of THE CONTRACTOR OF RELox9 Main Floor Plan GaNNSCTORS=51MP50N GPMPANY OR EQUAL TO CALL FOR ANY e,o ALL PlegT J p SDIGTI T:PNS BY TH5 Go967NM4y BUILDING DEPARYMSNY JUR1551GTI0N. Scale: 114"=11-0" 5I� r q g '1) MO Floor Plan Notes Q I i I. 9ROV109 PULL HEW31r 1-HOJR FIRE SEPAIeAYION CLOSURE u ' 83'-0' ' HALL_USE 5/B"TYPE'X'GYP.D.P.FRPM,MJD5ILL TO BOTTOM fA� 1 :ALL_ FLooR JOSST ABoy6-J55 5/B'TYPE'X'GYP.$P.PN ALL P . 34'-0' / 10'-6' y 38'-6' f GARAGE\YALLS,LEILINLS,$EAM6,AND(JLUMN5,YYP,YAPS ANF7 7'•4" r 16'-3" 8`-d TEXTURE.760419E 2 LAYERS 5/b'TYPE'X'GYP Bp-ON ALL '� \VALLS ANP 4EILINGS UNDER STAIRS. /� 0 2.USE 5/9'TYPE'X'GYP,B9.Al ALL EXTER OR AFRO INTERIOR ^\ ___ \ _, _ \ m I I T II/��`/i/I/II/I/////j - _i �• -� \ /rl l \VALLS.U5E pt1 RAROLK OR 9 APFLI495<0 GEME710U5 BALKER��LJr © T Tt\.GJ HOA,'zP WHERE TILE 15 TO HE AP741EF To WALLS.IF2700 PER til LATEST EDITION OF'TILE COUNCIL OF AMERIGA'HANDBOOK, \? / 9ETAL5 N244 7 7412,INLLUDINF,AL4-AN51 REFERANL65. ,n - 3.TILE SHo\V4R ENGLPU5U65.TILE To BE SELECTED 47 O\YNER/BJ11-DER,\VALLS SHALL HAVE A SMODTIZ HARP, / I NONAff5o6HAKC SURFACE To A HEIGYH PF NOT LE55 THAN 70 .l` WCNES 47094 THE 9RAN INLET,a/GEMETIYIPJS MaYERw4.(p_O dill.\` _ J NOT.u5E FYP BD UNDER YILEI SHOWER HEAD ANC,CONTROL w - l ODfYI I Bedroom / EELEGTEc HY o\VNER/BUILDER.VERIFY SH0\VER HEAP HE14T5a I.l / \V/0\VNER/Bu,LD6R.MN.STALL 514E 1024 5q.INGHES ANP �-(� 5HAL4 ENGPMPA55 A 30"V.A.GIRLL6. `/ __ 4,le,X 24'YIIN.UN0E9FLOPR ACCESS N/MSULATEP DOOR 4 • / FLUSH MOUNTED FINGERPJLL. r 7 1- } ,. "- --- - 5.22'X 3o.MN.ATTIC ACCESS To BE R7A9tLY ALG5551HLE m I. $a 'I- / WITH UNOB4Y7UGTEP H7A0700M FRAME our ACCESS HOLE 19 { .} i / 2EPT{0P INSULAT10N WITH NOT LE55 THAN 1/1.PLY\VOP0, YYY ---'I / I ALG555 CAVER.,..I CARAFE To BE HINGE9 ANp SHALL H5 ,:4 T 1 / 4 WEATHER-SYRIPP59 of,SEALED TIF147. _ I 6,5TAIR HAN9RAL 36'ABOVE STAIR NOSING-I4r77MEDIArE illl 1 j RAIL SPAGNG SHALL NoT ALLOW A 4'9rAMET0R 5PH7A7 To 1 __ 1 PASS THRUGH O PER 1.6L 5ELRN. ' C 712.4- 5 . �0,", _,,,,N0,1\ /r I 1'FUARPEAL So'ABOVE FIN.FLR.INYERME91ATE RAIL SPADING s .5 . 4405Ei CLOSET SHALL NOT ALLO\V A 4'p1AMETOR EPHEAR To PASS THROUGH • / 8 PRE-MANIEIFALYJRE92tERo CLEARANCE GAS FIREPLACE. } ��T __ _ SHALL Y W3TH P\VNBR FOR TREM PACKAGE-LONYRALRaR I \ro O I i SHALL.45511�IE ALL oPTtouS.7775R TO MANUFALT27075 l SPEL171GATIONS FOR MIIJIMUM 75QIAR4RH9NTS OF NOI1'- • 3 � / y GOMBUSTADLE SURROUN1 a H847154 MATERIAL. 7 • \ I 9-ALL BUILPINIG WATER SUPPLY SYSTEMS W WHICH QU1GK F I h • % _' Q ACTING VALY65 ARE fNSTALLEP,SHALL BE PROVI0EP 1/ITH `\ B/A3.1 1 ' ' - ' • ' - ' ' -'" 'Ur , . �- • /-� E A3.1 "' DEVICES TO ABSORB HIGH PRE55UR6 R6511LYING FROM THE VY OsiN4 or.7.-5.SE VALVES. I T- j / I _._,_._.__ I -- --_.1�} ) SNP 0FQUICK LPm a E55 THAI.1 2 FEET ABOVE NGROUNp,Po7YWI4 '�\_ ! 1 4'GONGRETE SLAB WITH p / • 6 X 6\Y1,4 X N1.4 OVER kr �._ i • -4 �� ANE7 LO\R�1/3 To PR YENY 094171LIRNI1.IG IN PAN R 1/3 ')4 ! 11 4oMPALT FILL/SANp �' / - _._._._._._._._,_ _� „-- \ \ -.f,v1 EARTHQUAKE. cA \•- ! j `! ' ;/. ! ~J 10,F.A.U.ON VP HIGH PLATFo M-Tor of PLATFORM TO BE S _1 ! I L9RU5 I f-F_1 / I - I N I/O'7aG PLYmoop.EXPOSED FACES AKA:,510E5 TO HAVE 1 Q 7- I I 1 / • LAYER 5/0"GIYP.BO.NO FURNACE SHALL 09 iNSYALLEP of ANY Q Q Q SA I I fI• L-"r \9 LONFINEO 5744E WITH ALG655 ONLY THROUGH A BEORoo1N, SL k h F I SLOPg 1/k°7-R F7. 53'-10' 9'�L' 29'-O' 1l SL 1 1 A\VAY FROM teLliaNG IFU nace I !, HAn{ROOM,oR LLo56T-PROVIpE 47 LEAST 30'OF\VOR 4NG Q Ill Q I I % SPACE IN PROW'OF FJRNAGE. OC Q-slii ty_q) / I 11. 760412E PRYER VENT TO 6XYERro7.PROVI06 REL65560 1-- 1,- I .0 / • I 1 WASHER.AIRD EXHAUST P1LTS SHAG NOT oxceapl-7 SHUTOFF CONTROL VALVED 4 /A TOTAL 115 Q,. Q I / • COMBw92 HORIZONTAL ALA"VERTICAL LENGHT OF 25 FEET.1 1 I ` YHE MAXIMUM LENGHT OF THE pUGT SHALL BE REpu06o 2.5 T j 1 % 11.-P' I FEET FOR EACH 45-2E4RE6 BEND ANp 5 MET Fog EACH 9o. ,-1 - uy 20 /' i 0EGREE B9N2.A MLWMUM 4-1NGHW 2METoR EXHAUST 2U 37 GT <�. I j 1 1 0 j i OF 5MOOYHB0RE,NONCOMBUSTIBLE MATERIALS R6QU1R6D 'MTH EAL1.-7RAFT 0.°MP7R. IIM I 12. MECHANICAL CHASE 1 \ 1'�, r � I - - % y K, _ _ } _,- _-_-__.___._,_..._,_.____,_.__.__-__-_-_-_-__ __ 6 13. SELF-LL05LVG,T>G,HT 14114G SOLIP-W000 DOOR 1 3/0° J ~ / /=!// /:/-/// // //.�/ _ ' /.% / ii!/ -"///.� - i \ THICK POOR\V/LAB9L60 FIRE-PROTECTION RATING OF NOY / L655 THAN 20 MIN,PR04126 GASKET SEA1.WHIBR6 THE It _ I / 1 m POOR MBET5 THE STOPS 5 6074 5129E Q AGRO55 THE TOP. It • • • - • • - • 14.TYPICAL TOILET-MAX.FLUSH 1,0GAL. A)A3.1 2 I A/A3,1 15.SINK -1--I 16,4Al2HA46 PIarc9AL 0 1 17,DISHWASHER 1 e 11 r j 18.36'REFRI046RA70R.760410E WATER LINE FOR 1GE-MAKER 19-OVCN/ML6o9AVE m G11ACLSPA4E / w 40.UNPERL0UNTER REFR1946RAYo6 I i a I 2I.\vASHER Q� I / 1 22,TRASH 007740TOR N 2. �+1 rr�l 23.GABMTRY-OWNER/CONTRACTOR TO VE6tFY „Z„` I a I 25.SHELF ARP POLE W S I I / 20.SKYLIGHT.Mel-GLAZED¶EMPER50 4LA55 27.SHELVING / 2B.SMOKE DEf6G1PR.EVERY 9\VELLWG UNIT.SHALL HAVE A 1 I t / 11 SMOKE 95YEGYOR LOCATED IN EVERY BEDROOM ANp AT A / POINT CENTRALLY LPGA552 IN THE GORR120R OR ARIA O7 //'////.;//////////////////////////////////////////////////////////, r. 7 a1vING PLGESS To EACH SEPARATE sLEEPIN AREA.1N NEW f�AT� - �! LONSTRUGTION,RE7UIREP 5M0XE ParaCT0R5 SHALL RECEIVE 1 1 TNE1R PRII"IARY 10007 FROM THE HJIL04.14 WIR444 AR"SHALL ! I HE EQUIPPED\VTH A BATTERY BACKUP. 29.EGRESS\VINpo\V5 SHALL HAVE AN 0757474E SECTION FOR PRMIT: emegaeNGY EGRESS 5-7 SQUARE FEET MIN.MINIMUM NET.LL5AR j I 1 o7ENABLS SECTION To ee 2O"wive ANp 24.1-1144.SILL Hero 1 -a-, _ 1 I MAXMUN 44'PFF F1NFLR. ` I ; I I I JI I I I 3o.M9GHANIGAI.FAN.BATHROOM,LAUNDRY ROOMS ANP THE LIKE SHALT BE PROV:9Ep WrYH A MFGHANIGAL FAN 40NNELTE0 14'76' - 4'-4' 41-.9" 1 To TH6 o1r/5196 CAPABLE PF 5o G.F.M.ANP SHALL NOT TERMINATE CLOSER THAN 3 FEET TO ANY oPSNAHLE\VIN9o4e 11'--V 33`-I 6' / i 1 38-0' oR OPENN4 INTO 71H5 BUIL0I144-HIPIIMUM DUCT eta I5 4'. ' tt J 53'-o' 1 1 0RYER,KITCHEN AN9 BATH FANS To H5 SEPARATLY VE1TE2 0 a A 1 I - Y TH E HE O'UT517E.INSTALL DUCT 11PRKPR0R TO INSULATION 1 j ! I i Fog FRAMING INSULLTON.EXHAUST FANS TO BE GONS1RUGreo `§f- z 1 1 ' I I I I FEET R1 7.#77 OV6 4HT MAY$N megLOMB'D��114 NN6GYIO IT DOMESYIG 4 ' a - l 0 la © O C) O O PRYER 6XHAU9Y, i pp `H�p< rri a 31.METAL pUGTS SHALL NOT BE INSTALLED\WITHIN 4'OF d S +L 1 p Floor Plan Notes: General Notes: GROUND.WHEN METAL pUGTS ARE I.EN ALL-SpA9e2 .1 OR UHPORAST l' . ? @ F GONGREY6 SLABS,THEY SHALL 8E ENGA5E2 IN AT LEAST 2" n.� m A O/G GONGRETS. m S w T z v_ 1.ALL DIMENSIONS A6E FACE OF STup UNLE55 OTHERWI5E 32.FLPOR SURFACE IN FsARAG</CARPORT To 8E floor sheathing; floor foists; LL do beams and headers; NaYEP. NONCOMBUSTIBLE oR ASPHALIG. 2_ '-F SHEATHW0 SHALL HE 3/4 INCH TONGUE AN9 GROOVE AP.A. 11 7/8'TJI 110 JOIST5-12'oL.PROVIDE 51.0GKWG ANp OEaRING 2.SEE SH66Y ,FOJNPATION PLAN FOR A221TIONAI-PRAMING SS.GPNGR5TE P0ARGH,\VALK\YAY TEPS AND LAN21NF5 SHALL 2K.0\VALLS-HEADERS To BE 6X10 pp ''� �'� RATED SHEATHING.SPAN RATIN4 48/24\WITH LONG 91MEN51oN ANp BRIDGING 9 B"-o'oL-PER alANUF.REGOMMENpATroNS_ NOTES. Hot BE PPUgEP AGAINST Wool?FRAMING, F K F JJ 42 UNLESS oTHER\V6E NorE9. E Y PERPENVILu1-AP To SUPPORTS,UNLE55 NoT69 oTHER4/SE NAIL 9.ALL.EXTEROR WALLS A6E 2 X 6 S 10 O.G.,LINL655 34.\VNPLE HOUSE PANS SHALL HAVE A MANUAL GPNTRPL A*f9 i€ ._ p P H, \MATH 84 GPMMON NA1L5 AT 0 INCHES O.G.AT SUPPORY59 LAYOUT SHOWN Fog SGHEMAT,G 9E5,04 ONLY.MANUFALTJRSR OTHSEWIISE NoreP. AUTOMAYIG GPNTRPL,SUCH AS ALLPGI4 TIM55\VrM A ZONE N p a n i -4 PANEL E94E5 ANP 10 INGHES O.L.AT INTERM521ATE SUPPOR75. SHAL1-P60Vrp0 ANp SUBMIT ENG1,455P-59 2E515N TO THE 2XA WALLS-HEADERS To BE 4X10 9F 4.ALL 1NT5RIOR\VALLS ARE 2 X 4 0 1e°OG,UNLE55 RAYING PP 1.5 06 LESS. :( y 42 UNLESS P1HER\VLSE NOTES, 35.90065-\VNERE PU72007 AR 5UPPLIP5 ARE SEPARATSp 0_,,, 4 A THE FIRST FLooR SHEATHING SHALL H5 GLUED To THE JOIST OUILv,NG OTHERM56 NPTOP. ANP YYl0 TONGUE ANP GRDOVE J01N1-5 WITH AN APPROVES Q57AR71..EN1-FOR APPROVAL?grog To FABRICATION AND 5-71o9,PE HAGKIra4 IN ALL BAYHROOM5 FOR To\VEL 0A6 FROM EXHAUST POINTS HY DOORS,PROVISIONS 5HAL4 B6 q AND-SIVE- INSTALLATION A5 R5QUIR7REp, 1-OGAT.0N5,TOILET'PAPER 2I0PENSER5,MEPILINE CABINETS, MADE To 1N9UR6 AIR FLP\U WY UN2ERCUTTIN4 DPPRS o7 p y, F ETC.C9oF91NATE\V1TH O\446R/1501-0ER Fog I.o1ATIoNS, INSTALLATION of GRILLS BY 3/N MINIMUM. l(',, P7oVIDE SOUP BLOCKING IN J015Y CAVITIES BENEATH ALL. 6.FIREPLAG6 To BE SUPPLIED MTH OUTSIDE GOMBUST0N AIR 36.TEMPERED GLA55 RAIL, 4 t l Po5T LOCATIONS A '\ floor framing; i ,1 N9 BETWEEN UPPER ANp LO WER STUDS 9JGr AT LEAST 6 Sq.IN READILY OPERABLE _� 44 4'-t Z PRPVIPE FULL PEP BLOGKVNG FOR J015T AT THE 5UP1o7Y5. AT FLOOR To PLoo7 H01.9o\VN LOCATIONS. DAMPER.INS7Au GAS PIPER-ALE 4/754 CLEARANG65 ANP ., 'D 4 3 FLUSH BEAMS(F$)AN9 H5A96R5 Nor GALLED OUT ON THE GPMBU9T1041 AIR PER MANUPAorugee 6EC01...17E1H9AT,0NS ANp Special Inspections Required: PLANS SHALL BE(2)2XH,ALL VE6TILALLY LAMrNATEP COLUMNS P6PV1p6 I-JOIST BLOLK1N4 0EY\VE6N 1-JOIST AT 1HTERIPR PE6 COPE. 1.) MORTAR,R61NF,oRGEMSNY AHp GROUT PL^CEMENT. ANp 4642775 SHALL 0E SPIKED T0455HER\WITH 104 NA-9 55A61NG LPGATIDNS\VHER6 THERE 5 A LOAD HEARING WALI- 7.12'-16'\VONDERB0AR9 TILE BALKER 5 TUB AN9 SHo\V8R 5PAG69 AT 9„HCHES oL_ ABOVE. ENGLOUSURE. 2.) ero111N5YALLE9 emegoe. e.(2)Shp SPACING BETWEEN ALL.3/I1.490,1./5. 760419E 1-I1.12.E15T6A4.412 RIMS PR EQUAL WHERE FLooR JOIST 9,ALL 9007/1147OW HEAD HIS4HTS To Be 6'-0'A.F.F.UNLE55 $EaR AT EXTERIOR WALLS. 915E NOTED.10,77 A . 1D.IT 15 THE R55PoNSIB1UTY OF THE GONTRAGTOR of RECPRp H Basement Plan GPNNEGYORS=51MPSON GOMPA h OR EQUAL TO CALL FOR ANY ANp ALL REQUIRED INSPELTIPNS FYI"THE GOVE6NING BUILDING 06PARTMENT JUR150ICT10N. Scale: 1141I_11rOI1 SIa�5T