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HomeMy WebLinkAbout30096-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY NO: Z-31195 Date: 10/11/05 THIS CERTIFIES that the building ACCESSORY GARAGE Location of Property: 13605 MAIN RD MATTITUCK (HOUSE NO. ) (STREET) (HAMLET) County Tax Map No. 473889 Section 140 Block 3 Lot 32 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated FEBRUARY 20, 2004 pursuant to which Building Permit No. 30096-Z dated FEBRUARY 23, 2004 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is ACCESSORY GARAGE WITH NON-HABITABLE 2ND FLOOR (STORAGE ONLY) IN THE REAR YARD AS APPLIED FOR. (NOTE: NO ELECTRICAL HOOKUP AT THIS TIME) The certificate is issued to DONIELLE J CARDINALE (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO. N/A PLUMBERS CERTIFICATION DATED N/A Authorized Signature Rev. 1/81 Donielle Cardinale P.O. Sox 77 Mattituck, NY 11952 Phone: (631) 298-8494 Fax: (631) 298-6316 July 1, 2005 Town Of Southold Building Department Town Hall , 53095 Main Road P.O. Box 1179 Southold, NY 11971-0959 Re : 13605 Main Road, Mattituck To Whom It May Concern: Enclosed please find my application for Certificate of Occupancy for the above referenced property and check in the amount of $25 . 00 . Since no electrical work has been done at this location, an Underwriters Certificate has not been included. If in the future electric is added I will provide necessary certificate. Thank you for your courtesy in this matter. Yours truly, Donielle Cardinale FORM NO . 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 30096 Z Date FEBRUARY 23 , 2004 Permission is hereby granted to: DONIELLE J CARDINALE PO BOX 77 MATTITUCK,NY 11952 for CONSTRUCTION OF AN ACCESSORY GARAGE IN THE REQUIRED REAR YARD AS APPLIED FOR at premises located at 13605 MAIN RD MATTITUCK County Tax Map No. 473889 Section 140 Block 0003 Lot No. 032 pursuant to application dated FEBRUARY 20 , 2004 and approved by the Building Inspector to expire on AUG=Authori 3 Fee $ 129 . 60 1 ORIGINAL Rev. 5/8/02 JAMES J. DEERKOSKI, P.E. 260 Deer Drive Mattituck,N.Y. 11952 (631)298-5506 To: Town of Southold Building Dept. Re: Mckinnon Garage Wickam Ave. Mattituck,NY 11952 To Whom It May Concern: All uplift forces on this structure have been overcame with the use of proper strapping and tic down connections. Any questions feel free to call. cerely James J. Icer s i •, w� 4 37 9®FESS N CHICAGO TITLE)727 4r4 E COMPANY / TITLE ' /V.7C7/-Jo•= {l(/'"dam :J C//i VE Y_.:. .-.. . .4 4 l-,r � i V.'.=/ ,,✓�:^� A7- T � N 13 7 41 y Sr.�.:• 'f0 •i e� � � � rJen✓�s7e/!C e o > � 4T .zh-Sfy. 1 --C �i✓c isi:tecc� r. trSs _ _��i.I� T ate:F V '1 V TpAVTHOltIL[0 ALRLATMJM 01 AOOHION N Le I'o >.01Mt5 wwv Is A mOuYIOH OF. /974. .' C •.Mom 7279 Oi THE t1EW TOL(:TAU tv-' Alic;i uw, t0?Ft>9:TKIS SuAy MAP x-TC74 �rti wifC ���� /.• .y, 1 S.78•L 8'3o'w. 74:7 .1 v•r.:r.�. -.ra.:.. : .-:..-.1 L.. r>___.. ...-... .. iU . YL : SON 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ]=INAL ATION [ ] FRAMING [ [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS; /�iG� l= f� ()e00' Ah (05 DATE CJ INSPECTOR 76S-1802 BUILDING DEPT. SPECTION [ OUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION REMARK& Ll-�koaw�ce_ C DATE INSPECT 0096 z 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [pi FINAL [ ] FIREPLACE \A,CrHIMNEYQ[ ]_,FIRE SAFETY INSPECTION REMARKS: w � ^'" " `vim, � mn- u/ e PZ- cl mow. � ok-, DATE / 'L -7- / INSPECTOR 765.1802 BUILDING DEPT. INSPECTION [XFNATION 1ST XROU PLBG. ATION 2ND TION NG [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: Na "`""�,"'`1 5 tA��,...� a� a (u �A Co%)ul..& -f�A� Do w I -Foo -I-,.(.fin, c�A DATE 9 °� INSPECTOR ` `A 1 i } l c TOWN OF SOUTHOLD PROPERTY RECORD CARD J _ _ OWNER STREET �ob5 VILLAGE DIST. SUB. LOT _ 9 Linn � 1125. Car ,na 1 E FORMER OWNER ,fN E \� ACR. / �VII J �ttGi S W TYPE OF BUILDING ARES. 12/a SEAS. VL. FARM COMM. CB. MICS. Mkt. Value LAND IMP. TOTAL DATE REMARKS �Z000 ov GOO .3 `f oo as a SAG, ) / � /: � el ;3 / u , ✓ �-o � ,. ,, 2/IQ 8a (/J ,J/' 0�, 6 � 1 ;7i - rn: ^ C �oo � � C � n 7J IDr el 1000 3500 4 P6OO X0 19 j Q`{ 1000 9'700 5700 2— 22� 1 9/Q Bf �C '•l n, J ^�r 1 l �1 :.i _ coVL�. 7_ AGE BUILDING CONDITION NEW NORMAL BELOW ABOVE {} FARM Acre Value Per Value Acre Tillable FRONTAGE ON WATER Woodland j FRONTAGE ON ROAD Meodowlond DEPTH — -- House Plot BULKHEAD Totor DOCK \ COLOR - TRIM % F -r - ,—r -T-/ T --r —r-----r----1—�— -� --, —,-- -�T �� L• i _ - 1 4- 00 1- 719 -_ M. Bldg. t + r--Y -1 Extension - � - Extension -}-- r- Y��� .1:75 — Extension 7 17 = l 2 �V _ �- Foundation -ArrAj.t� i' (Bath Dinette Parch ry % }( - t}p Z5 I p ;Basement Floort s K. Porch �( / /� �� 2 Ext. Walls Interior Fins hn r LR. Fil e Place Heat .7 DR. -- Garage l _ - s 'Type Roof - - - Rooms 1st Floor BR. 1 9p G d ,Recreation Room Rooms 2nd Floor FIN. B O. B. T Dor --r�� -- Driveway - Total - � FIELD INSPECTION REPORT DA COMMENTS C FOUNDATION(IST) - - 6 ------------------------------------- FOUNDATION -----------------------------------FOUNDATION(2ND) ti. 4N - OW 4 d �r ROUGH FRAMING& at OCa4tua PLUMBING --c Z r INSULATION PER N.Y. � — STATE ENERGY CODE r FINAL � 0 � ADDITIONAL COMMENTS 3 ay m X W ✓1 O d TOWN OF SOUTHOLD BUILDING PERMIT APPLX4 TIG'N CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying'! TOWN JIALL FM4 S 2004 Board of Health_ , SATHOLD, NV 11971 3 sets of Building Plans _ TEL: (63 1) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey _ www. northforkmet/Southold/ PERMIT NO. 30YY( Check __ Se(tic N. .S.D.E.C. Trustees Examined_ r' -) , 20 Contact: t Approved �/�3 20 ._ /Mail to I ontC ftp Q f'C1(j-.yG�I r�k l-2 Disapproved a/c_ I Phone: (<t'il-a�r8. 8�9y Expiration—i4-1- -,20 Building Inspector �IL 4Pwr..� RALL.t S APPLICATION FOR BUILDING PERMIT Date d� ' 20� INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to [lie Building Inspector with 3 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings oil premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in pan for any purpose what so ever until the Building Inspector iSSnCS it Certificate of Occupancy. f. Every Building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit lbr an addition six ntunlhs. Therealler,a new permit shall be required. APPLICATION IS I IEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building "Lone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances, building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signal re of applicant or name, if a corporation) �b 90 `77 KO-4,+L& , pJ`1 t195 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises ont2(le, 0&*-d1AOJ-t (As oil the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. _ Electricians License No. Other Trade's License No. L Location of and on which prop d work will be(lot C* (C _�� _—�n��_[ _ House Number Street Hamlet County Tax Map No. 1000 Section 4 u Block_ 3 _ Lot 3;X _ Subdivision__ _ Filed Map No. —Lot _ (Name) State existing use and,occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancy QUQw r 3. Nature of work (check which applicable): New Building Addition Alteration___ Repair Removal Demolition Other Work (Description) 4. Estimated Cost_ Fee (To he paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. if business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front _Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories S. Dimensions of entire new construction: Front Rear _Depth Height Number of Stories 9. Size of lot: Front Rear Depth _ 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES_NO 13. Will lot be re-graded? YES_NO —Will excess fill be removed from premises? YES_NO 14. Names of Owner of premises _Address Phone No. Name of Architect_ Address Phone No Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D,E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. STATE OF NEW YORK) SS COUNTY Oh being duly sworn, deposes and says that(s)hc is the applicant (Name of individual signing contract) above named, (S)l le is the_ (Contractor, .Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; ;hat all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me tl {ate day of _��2004 C/ � _ �1(34ot a t z— bL Notary Pub c Signature of Applicant BARBARA McMNNON NGWY Public-State of New York No.01 MC6101870 Myr"Expires Nov.17, 2067 BUILDING PERMIT EXAMINER CHECKLIST DATE REVIEWED: C9 /00/04 APPLICANT• ( n�. e. , !D DATE SUBMITTED: /a/04 SCTM# DISTRICT: 1,000, SECTION: o BLOCK: ��, LOT: _?, SUBDIVISION: ADDRESS: /,9CoT A40-;, CITY: l07/ ZONING DISTRICT: CONFORMING?//&' BUILDING PERMITS OPEN/EXPIRED: PRE COR N BP_t2 -Z/ C/0 Z- VOID -4NFO A)J�r ll' /BP -Z/ C/0 Z- , INFO BP -Z/ C/0 Z- -Z/C/0 Z- , INFO SINGLE & SEPARATE CERTIFICATION-REQUIRED NOTES: LOTS 40,000SF-100-24.Lot recognition.(CREATED before June 30,1983),UNDERSIZED LOTS FROM JAN.1997 100-25.Merger.(A nonconforming at any time after 7/1/83 REQ. LOT SIZE: ACT. LOT SIZE:/6j10 Q. LOT COV. ?• ACT. LOT COV.f f a REQ. FRONT PROP. FRONT _LREQ SIDE ACT. SIDE / REQ. REAR PROP. REAR REQ. HEIGHT PROP HEIGHT PROJECT DESCRIPTION: tr ESTIMATED PROJECT COST: ARCHITEC �ea WATER FRONT? DESCRIPTION: # FLOOD ZONE: APPROVALS REQUIRED SUFFOLK COUNTY HEALTH DEPT: YES or k6, (BED #): DTE: / / PERMIT #: TOWN SEPTIC RECEIPT: Y or ED NEW YORK STATE DEC: PRF;-DEC 9/1/75 YES o(�gl) DTE: / / PERMIT #: SOUTHOLD TOWN TRUSTEES: YES 09M) DTE: / /_ PERMIT #: TOWN ZONING BOARD APPROVAL: YES o&,-D .,lDTE: / I PERMIT#: TOWN PLAN. BOARD APPROVAL: YES or60 _ ' DTE_ / / PERMIT#: TOWN HISTORICAL PRE (SPLIA): YES or NEW YORK STATE CODE COMPLIANCE (SEE PAGE 2): E or NO NOTES: V010 o27 �I5 FEE STRUCTURE: FOUNDATION: SF FIRST FLOOR: SF SECOND FLOOR: SF OTHER: SF INIT OTHER TOTAL TOTAL: SF FEE FEE FEE 1. ( ��� SF)- ( �C� SF)= A4 SF X $ .Ib =$ 5 -66 +$ +$ _ $ aq 60 2. ( SF)- (_ SF)= SFX $ =$ +$ +$ = $ 3. ( SF)- ( SF)= SFX $ =$ +$ +$ = $ 6d FINAL TOTAL: NEW YORK STATE CODE COMPLIANCE CHECKLIST CLIMATIC/GEOGRAPHIC DESIGN CRITERIA: Ground Snow Load: 45 Wind Speed: 120MPH Seismic Design Category: B Weathering: Severe Frost Depth: 36" Termite: M-H Decay: S-M Design Temp: 11 Ice Shield Underlay:YES Flood Hazards: USE/OCCUPANCY CLASSIFICATION: HEIGHT/FIRE AREA: TYPE OF CONSTRUCTION: DESIGN CRITERIA: ENGINEERED/PRESCRIPTIVE FULL FRAMING DESIGN ELEMENTS: Y/N HEADERS: Y/N WALL STUDS: Y/N GIRDERS: Y/N CEILING JOISTS: Y/N FLOOR JOISTS: Y/N ROOF RAFTERS: Y/N LUMBER SPECIES AND GRADE:Y/N DESIGN LOAD CALCULATIONS: Y/N LIVE: Y/N DED: Y/N SNOW: Y/N SEISMIC: Y/N WIND: Y/N WINDOW AND..DOOR SCHEDULE: MISSLt4EST REQUIREMENTS: Y/N EGRESS 5.7 S.F.: Y/N LIGHT 8%: Y/N VENT 4%: Y/N NAILING/CONSTRUCTION SCHEDULE: Y/N MEANS OF EGRESS: Y/N PLUMBING RISER DIAGRAM: Y/N LOCATION OF FIRE PROTECTION EQUIPMENT: Y/N TRUSS DESIGN: Y/N CERTIFICATION: Y/N ENERGY CALCS: Y/N TOTAL COMPLIENCE? Y/N (RETURN TO PAGE ONE) OFFICfEr ,PDERWRITERS CERTIFICATE REQUIRED o o o a N = II O � APPROVED AS NOTED `3 D DATE: a/ay B.P.M�.3 LL z FEE _ /22 60 BY: '� ¢ a r NO IFY BUILDING DEPARTMENT AT o m Qo ❑ 765-1802 SAM TO 4 PM FOR THE FOLLOWING INSPECTIONS: 24'-0" _ 24'-0" 1. REQUIRED FOR-POURED-CONCRETE N LLI 2. ROUGH - FRAMINI & PLUMBING 3. INSULATION U Z } BE COMPLETETR TIOONM T LU jZ --------------------------------------------------------------- ALL CONSTRUCTIONSHALL EET HE LU 6n a Y I / I I . - - - - - - - REQUIREMENTS OF ECODE OFN W U LU � U YORK STATE. NOT ESPON& LE F R a a m p = DESIGN OR CONST CTION PRO S. Q Z Y F U U I— \I� Y m COMPLY W IJALL OD OF NEW YORK S TE & OW CODES AS REQUIRED NDC NDL IONS OF - UMOID ZB r - - - - - - - - - ' UI HOLD FL NNINGBOARD WOO IC W1)00-I Igj U UT EES h / Y.S.DEry Co w GARAGE ALL CD RUCTI NS ALL x a a I MEET THE DIRE NTS OF THE' LL CODES Q NEW Y RK S ATE, o o a o _ m o p a W m COMPL ITH C Ap ER"46* 0 z I FLOOD MAGE PRE ENTION SOUTH D TOW CO E, / QA I � o CID UP R In, W1, 0111TE aj N , ; HFA ER OFOE CC CY SHOP Ing f. 12,_2,. z W TIFICATION OF y NAILING & CONNECTIONS U m EQll�I ED, z ------------------ 20'--0„ ---------------------- SOM16 _ 24,-0,. 6F NE y" 1=OUNDATION PLAN 1ST. FLOOR PLAN y�^y>_DEEq��9� 1� a Z . � A, yon Lo 0 O w c7 a 0 0 o Q r N Z II Z 2 2 m Z LL Z 0 0 24'-0" 12•_0'• 12'-0" LL3 U z 2 LLj 12 Q> z p a � 12 �v� e� Q uj LU a Y ^A LL Q 2 a 2� �� I'� -1 c(7 p Y F ir; _ ISI= _2%9 RIDGE U G I — h _ / SYR RRRe F"ll � `I'i nui _ m Y m - U m N N o F m / 2x 1 -Lti11G_ d Nawsmancv LI- Y 3' tilcFl 12 r 12 4 O KNEE WALL 6� 31/2 *� O 7 T n n w N a m O N a J 5-0" lz 2 12 o Waw P4 5 w 2 _ _ PROVIDE MIN 3' I III:H "x5 RInGF ��� W - - RAII ING OR WAl l AT 2xR PML STAIR WEI / _ 10 10 7'-6" �. 2ee � A U (2) 9-1/2 L RIDGE dP 2 jTEAR WAIL ARovE IPrnnEaro RAE,ERo `ri 4_ " 12 � `-r a 12 � O -- w NE ]046-2 12•_0" 12,_0" � W ROOF PLAN ..� 24,_0,. le 2ND. FLOOR PLAN Lo LL O w ■ O 6r_Yi■ Q a ROOF (1-1/9" 1/- PITCH) 0 2 ASPHALT ROOFING N Q ILE/WATFR HARRIER IINDERLATMENT = I/'" COX ,I-P[Y tiIFATIIING WIND—BORNE -DEBRIS_PROTECTION FOR WOOD_ STRUCTURAL PANEL g1F 1—IF4X1^ Ixll — - - TOR WALL OPENING PRa ILC TION or 120 M1111 s SECOND 1MND cu sis w m YxE FFl LW RIDGF HANGER — - - ( MAXIMUM MEAN ROOF HFIGHI, 35') Z Z WIG OG Jx1D EJ M16"GL 1Im d ROOF ASPIIAII RUUFIV(. 1'x" O H — P�w10 � � ]# ELL T 11N IDERI A'WHIIT OF I/46DX 4-PI1 SIIFATHING SHUTTER ASSEMBLY THIGH Ll I OR PANEL SPANS W p 1 RATLINE _ U < 4'0 WIDE SPAN U HNFINIHHFD \ z STGRACE — 2'1/32" APA SPAN—I LD 48/24 SHLAIHIIVG GRAUL PLYWOOD (DVERI AP neaunlD aPevlNGs 4") ELIE Lj > Z _ J _ AT LACI IACH ASSEMBLY of a Y - - AT Ih1G STRUCIIIRAL INIZLL. RS IO 10 S SIT1TL w/ Ell WO (W/ REWWARLIERS)16 GA1 vu•utED OR sI AIOILEss sIErL < Of < U WOOD scRFw cl tn' or. Q Q SII➢NG' 1/4" SUHFI GDR __ _ -- _ — — Z I _ —' -- - R I - . 01111-DING_ LUNDFEDAR ININMIF. __ — - __ -- ALILRNAIIVL ASINI_li 10 511 ILI' fD Q wlHn 14° wood-I Fa MI6'Uc -- - I I Y F- 10 IEE NWS ATTACHED ID HI❑G w 10 N WASHF RF O I,,k FFIT /1 511AYMENT _ ` _ - -- )I / 1/ ( / ) (7 - - = MACHINE DDI I m 1�" o.c Z I/_" 9-ILAlI-THING --. - - 9X4 STUDS MIG"OC Z jiQ \ ' Y F/H" TYPF-X DOFR. S/R m , WAITI LE LFII 111 - O O" O SILL Ir r� MITI IIPIE SECTION ASSFMRIY 1- N :^X4 PT PLATE v' N TERMITF SHIFIo I' W II iI 1/A" TI-TICK UOLiS (m OC 1- SII L GASH ET Tm1CAl GARAGE FIUUR 4 CONCRFIF BLAH y'v. ��• _'"-v P o FIBRE MESH REIINFGRLFINFNr F rill ELL VAPOR HARRIER HD h 11 I II Q CUMPACITD GRANLILAP FIOII ° SHUTTER ASSEMBLY �I o 0 N.E S' 1:: 1,. �i. a FOR PFlNI L SPANS: \ S W m 4' OR WIDER SPAN II II R- Z 25/52" All SPAN- RAFCD 48/&I SHLA IIIING GRADE PLYWOOD La" 1 : 1 - O N 4" CONCRETE SLAB (OVERLAP AROUND OPavlNcs 4") 1 ? I� z M a MIN. 2500 PSI 2.4 STRONG-RACKS ® 24" OCI EA II OVER TREATED GAR:F, dr forme ASSFMHLY' 5 13 AP. DOOIR hE>gwd # COMPACTED FILL IA IZH rn 9XH 1). PREASSEMBLE PLYWOOD TO 2X4'S # IO (w/ WASHERS) GAIONIZED OR II 0.1NLL55 SIEH WORD SCREW 1T" 0C CONI T. FROM BXIs 10/10 WWM -411 gravel? _ (or b°Iac4"W car.l �( / yn opening 2). Al (ACHING SHRUG (URAL PANLL FASIEN FD BUILDING w FTG TO LINTEL 4 (OR EQUAL) en re dm SLOPE--W. {)10 (w/ WASHERS) GALVINIZED OR SIAINIESS STEFI / POURED SOLID '°0• ` 1 31Ri°SLAB„ 11/1'1 4'DRIVEWAY,. WOOD SCREW @ 16' 0C ALTERNATIVE F A] EIi OR SI II ITICR TO BUILDING10W o ° AC IFF Nuts ATTACHED To eLUG W/ pm ( w/ wnsHFRs1 ] - L= r[Li n a I MAC HINC BOLT L 12" O.C. \II va or- c '� 1 8" CMU 6 p IIIIII�IIIII�=II1 60 , P r_ .. il111� 2— 5 IELB AR TIED U111L�Illlil u (III A ° o• ` °, • =I 44 # �Tr�n 7t-roroi r� W Ohl CHAIRS FI TYPIC AL 6" CSAR DR BLK'OUT r' W FILLED CELL TYPICAL FTG. z MONOLITHIC FOOIER ONLY W a O WINDOW DOOR SCHEDULE E%POSORECATAGORY: B L - ll -- MEAN ROOF HEIGHT: 10'0" E.R.s RIAIOI TA NW DP N9N.DA ALTERNATIVE FOR OPENING PROTECTION MANurFCluaE CATnLaCilE rvllMa@ oPSCRIPITory Is-I IL Qn zrvn FL QIY OF Dr nor[5 SCHEDULE FOR WOOD ROILL 4 O se. sF SF. C 1609 nrvDER6EN o3 euar �1n Gxn n.e 3 es 3R e9 P 'LION FAS fENINIG -- OD SIRIICIURAL PAIVVIS Of- NE W ANcewLry DWI umlt ez 6z HE I rnsmrn AINILL. ax-urF1 ,NP q DEE/ O ANDERSEN 3M6 00.HDN0 59 1DA ESP M R FA6TNER PAINEL SPAN 2FGET<PANEL FFEET�PANEL 6Ff-ET�PANEL { f �'O� Cu TYPE 1 FEET SPAN 4 FEEL SPAN<D FEET SPAN I FEET ANDERSEN 3916E DRLNDN6 59 toll "IF 1 l0 Jo AVS i16 16 1fi 12 9 1 WOOO1,,BT _ ANDERSEN i'3-310"NC RADIl15 (3)5RTlONN N3C11 WDW JS !fi 3 dll 30 WOOG XS F INS 16 ifi ifi 12 II„I,1 ANDERSEN 0.11 rsmr 16 11 F1 a 35 ao WOOD SERIICTURAL PAIVFIS WI IH A MINIMUM THICKNFSS OF J/IB" ANU M -- -- — - — PANEL SPAN OF B FFFT SHAT( HE PLHMI I II U FOR OPI RING PROTFC HOPI IN z✓ 7 _ ONE AND IWO STOGY DUILDIPIGS PANLLS SHALL DC PRCCLIL TO COVER p, rHERNATw sw m[xurvc DR z9 ss x1.9 x q9 E° OPENED (OFFER 10 WITH TIDN0414fi9BAND A A1E1FN , HARDWARE (IIB LE 160414) Lo A' P9 fARRD6E HOWE DR H 61 N1 1 A. 39 JO O W O a P o Q II � - O V c � L .J II w ¢ � a uvi o 0 % 11 11 � ' L 1 _ . ` _ - - _ L �� - - TLS �S - F-� J -_ �T LL 111=11 rL W LrT I1-1 _ L L 11-1- -1 - L= I -- _ _ �r - - n II u L z r - �I II ® � J11 -1 J 1 0 > z I_I l - J-- J- 1_I-- - 1 1 L w - a Y TT_ TJ C9 L L I r`1-n ui a Q L r �11 - n � L f 1 I_I r J i_ _ 111 L_ ( o2 � f I L IS L I_J _ _ 1 �_ a _ Snil I pr[ l: 1 �L LII 1 L l -I- I L 1 l l_ I T I _ LL L -- Y 3 LIII II I LIl�L1 �I _I r_ I L� Li L II 1 ' � L I-_ 1 1 1LL 1 _I I L LI 7 111 1 1 III lCl )' r1 - I LL IJ 1 LI - 1 1 1 _-1 � Ll �- �11 S L - I I-I L_Tl L 1, iT TLv LL S1. 1 LT 1 LI L L I S --- 1 111 -I_,I- 1 -L.LI_- II L I- nn 1 f, -„17 LI L11-I Ln L �J-L1.1 1 LIf11 ILII -I fl_11 f 11_IL LIJr 111 II II -- - - L �� ��� � - L�� -III I I T__ _ - L =L _ - I 1 _LII _ L o L-1L1 I I I _ u I ❑ LLrI �I - �1-11 1 1 1 1 _ T _-111 1 1 1 1 1 11 - 1 I � 111LI_I 11 I I 1 - 14 - _ILLI I I I I_ 1J 1- � � LIQ -I IL7 LLS 1JL Il I 11 Y j -II I 11 -- 1 r_l IL ❑-III L I_I =T -LII 111 II-I 1I-- 1L J-- 11 Ir 11I�J L CI Jl 1 1 1 J L 1 I F N N rLr- L LI 1 _ L L I ILLL 1 _SST L 1 LL a JT-C S_L L -L -_ ��LL LI_II-�4 ]ILL I I I I LI II I I x S II-, 11 L - 1 II _SS7 LSS7- _EIDE i_ ISSSIL__ Y LL FRONT LEFT & 3 zN M b - MAS _ 771 - - L i- I r L1 r r LI IIJTIL I S L 111 r I L � r-,�� - - _ 1LIL r_ L I L - L _ILL Ti l_I T Il I�I Ir�11 u _ - - - - - _ - [ I L III _ III I I J- L 1 J - -I_ LTL LLI CL I II ILLI=f_ - -CL -1 r z 11 L - L 1 1 L�- 1 J � IL 11 L I �TI t N 1 L I L1 -f I�ILLLI J-L I_ -r - F 1_ i1 II JIL l LI 1 L 11= LIL o LI-_ I IJ 1 I 1 11 1 _ J_ 11 - 1111 111 1 1 1 LII III IF I _II LL_ 1 w - LI 1 11 II 11 -- IL L L � II I_I J 1 1 _II -11- I I- 1111 L 1- I I_ITII 1 1111. 1 1L_ I1111 LI LI-LII IJ _LJ III 1111111 11 JI11--11-1T1 w -C T L - -11 11 1 LT- L1 LLl 1 L _L- L 1 11 1 L I.11 I L 1 =Lr 1 11 L _ 1111 1 J_-❑_LL L M S -IIL 1Lr LII L I I 1 1 1 1 LT L�Lr r, L LZ_ -T LL I 11 - I -I [ - 1 `' 1-�- x II 1 LL L - f 11 1 L J Tr_I_+, = I -1J 71=1- L� 1L- -ILCS�rI ® � - III 1 -L 1 _ L_ I_ �1 1 - _ 7I l L-CIJ ILI L � LII I _ I I LI L L 1L 1 11 L LI 1 LJLLL I � -I _J a FSM - 1 - - - �S L L� 111 1I� 11 1 1 �I�� zr ,1T LL L1- , 1, I. r 1 � LLL _ 1I J 1 u I11 I � L S T _ 1 L L,L-, , 1,1_ r.-LL 1. .r . 1 SL L L - - REAR — - RIGHT AgOs LoI O a O co CONSTRUCTION DETAILS # WIND LOAD PAtI-I CONNECTION DETAILS WIND RESISTANT CONSTRUCTION CONNECTORS z CONNECTION LOCATION PART NUMBER NOTES k / 4x4 OST TO FOOTING ANCHOR Pau44 OR WE44 AU44 USE w/ MIN. I/2" DIA. x 7" ANCHOR )3OLT _Z tde ED 15 G KING STUDS Z 6x6 OST TO FOOTING ANCHOR PAU66 OR WE66 PAU66- USE w/ MIN, 1/2" DIA Fir' ANCHOR BOLT PFOR 4x4 OST TO GIRDER/HEADER 44 / 55E44 / KC 4 USE ONE TYE FO EACH O5T 0 p D \ 6x6 P05T TD Gi SER/HEADED fl-B566 / PBSE66 / KC66 USE ONE TYPE FOR EACH POST ( / POST/COLUMN O G RAFTER CRIPPLE STUD RDER/HEAD LSTAI2 OR 16TA24 US (2) FO EACH 057/CO UMN �/ — STAIR STRINGER CONNECTION TMU26 OR MPA] USE ON EACH STRINGER V \ \\ R FTE /JOIST TO 14EADE TYDOWN RTES RIDGE \ HEADER — � � � USE FO EACH RAFTER/JOIST W RAFTER TO LEDGER BOARD TMU26 OR MPAI USE ON EACH RAFTER. MPAI USE ONLY U % < Z WHERE TMU26 CAN NOT BE USED W LL.I } JACK STUDS _ USE THE FOLLOWING OR APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. Z FOLLOW MANUFACTURES RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. Q \' NAILING SCHEDULE W �5 Q Y / \ 0 W \'\ ROOF FRAMING: FLOOR FRAMING: < W Q ONT YSCR PTION NAIL 6PBell NOTES DINT &CR,TION TYPICAL RIDGE TO RAFTER STRAPPING — Qry SP Fl NUres Fl Z Y F TYPICAL HE DER CONNECTION_ aaFTER ro e'wALL 3-na cUMMON EACH rDE_NAIL JOISITI PER TDE (9 \\ TOP PLATE 18'WALL 19tl COMMON RAFTER_ SILL,TOP PLATE OR GIRDER4-btl COMMON JOIGT NAIL Z 0 7 . \ TOG tl'WgLL 3dtl COMMON CACH c/s TOP PLLATEATE BRIDGING Z 1p'WALL 4-9tl COMMON JOIST TOE-NAIL 2-eJ COMMON EFlCIi TOE G TO JOIST END NAIL CEILING JOIST RAFTER AS PER TABLC-3] EACH PACE BLOCKING \� PARALLEL RAFTER WFCM-SDC LAP NAIL TO JOIST 2-9tl COMMON EACH TOE U \ PROVIDE 1/2" SPACING --k ENo NaL _ RAFTER CEILING ARTJOIST IOLAPS AS FCC SLE3] EACH FACE pLO TOP 1D' i6tl COMMON \r�y, BETWEEN THE END STUD OVER PARTITION WFCM-sec LAP NAIL SILL OR TOP PLAE 3- OOCI( NAIL AND THE 2 OTHER STUDS COLLARTIE AS PER TABLE 34 EFlLH FACE LEDGER ST RIP EACH FACE � FOR ALLOWING TO RAFTER IMCM SBC END NAIL TO BEAM 3-t6tl COMMON JOIST NAIL m \ BLOCKING LACH TOE JOIST ON LEDGER RAFTER �-0 s�� HOLDDOWN INSTALLATIONECT CORNER STUD TO RAFTER 2-9tl COMMON 3-nd cUMMON PEa TOE END NAIL TOBEAM JOIST NAIL TOP PLATE ��� � \�'� ANSFER SHEAR RIMBonao EACH END — BAND JOIST �Y TO RAFT ER 2'i6tl COMMUN 3-IBM COMMON PER ENO TOP PLATE EN WITH (2) 16d END NAIL TD JOIST JOIST NAIL ED --Q MON NAILS @ 6" O.C. BAND JOIST To y I6tl COMMON PER Y ED BILL UR TOPPLATE POOI POE NAIL V m WALL STUD / FLOOR SHEATHING: m SIDEWALL D ENDWALL JOINT DESCRIPTION SPALINameWALL STUD NAIL NAIL STRUCTURAL PANELS ed COMMON 6-OC EDGE \ WALLFRAMING: T'DR LESS 12'0C FIELp \ SHEAR WALL CORNER CONNECTION JOINT DescRlPnoN NAIL 1 IL LL ALTERNATIVE RAFTER TO WALL STUD CONNECTION TYPICAL RAFTER TO WALL STUD CONNECTION UTv sI :ING Noms ,1 TOP PLATE TO 2-16d COMMON TOP PLATE FOOL FACE NAIL Q Q TOP PLATES AT JOIMS FACE O >- m SILL GASKET INTERSECPONS 4-16WCOMMON EA SIDE NAIL 111 3 H & GS'TDOD 2-16d COMMON 24" FACE I— Z m TERMITE SHIELD GO NAIL ED HEADERTO btl COMMON 2ND. FLOOR WALL STUD DBL- SILL PLATES - – "EADER ALONGHpGES NNL ZEr M 1 ST. FLOOR WALL STUD – (TO OVERLAP JOINTS) - " POLATERTO STUD 2-16dCOMMON PERENBWwlSTUO END I6tl COMMON PER Zx65TUp NAIL / - BOTTOM PLATE TO C� .b FLOOR JOIST,BAND JOIST, 2-1fid COMMON PER FgLf_NAIL 2ND. FLOOR PLATE f FOUNOATfON WALL _ _ o ENO Jo15r oR aLoaanlG FOOT IM BOARD - 1sT. FLOORSUF LATE I OOR ' \ ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: RIM BOARD -0 A ° NAIL SPACING NAIL SPACING AT INTERMEDIATE \ \ \\ �• SHEATHING LOCATION AT PANEL EDGES SUPPORTG IN THE PANEL FIELD NOTES �S RIM BOARD -� 4'PERIMETER EDGE ZONE 9tl COMMON®6"DI Btl COMMON(A6"DC. SEE NOTES.1,3 �^ IST FLOORTOPPLATES � .\ � SILL PLATES TO FOUNDATION ANCHORING INTERIOR20NE 9e.COMMON ®6"DC ea COMMON®i2"D.0 SEE NOTES I (BOTH FIELDS) DOUBLE SILL PLATE NOTE.2FOR InFicPANELHELD GABLE ENDWALL RAKE AND RAI(ETRU55 Bd COMMON®4"O.C. Btl COMMON®h'U_C SEE NOTES'1,3 1ST FLOOR WALL STUD FOUNDATION WALL - ANCHOR BOLT CONNECTION NOTES rZ THESE NOES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY Ln I/ _-0 iA FOUNDATION SIB"DIA ANCHOR DOLT W ANCHOR BOLT CONNECTION 1).For a gezonfeat at me PerequIrcagell ss,used Induding 4fool on eacM1 sitiv of Ill roof peek Fy BUPPORRNG MAXIMUM SPACING the 4fact perimeter edge zona attachments requretl shall be used e ° SILL PLATE TO FOUNOARON WA CRAWLSPACEOR FOOUNDATION isT012Y T2"OC pacing the spacing shall be to roger/trussll FE membersxniM1 G>9h9. WA U \ 'p 2).Tabulated 12 mcry°.c Had s U SILL PLATE TO FOUNDATION Pof hvminA membem wiph ep 42c Gc9d9,Lha hall spacing shall he retluced ID a Inches nc \ ' CRAWL SPACE OR FOUNDATION 2 STORIES 38"OC r^ WALL BOTTOM PW fE TO FOUNDATION rmmfngulated MeMb D With, nail spacing assumes spacing ED mRor/Imss h inches embers wlW Gag 49 For Z TYPICAL MULTISTORY CONNECTIONS 1ST FLOOR TO FOUNDATION CONNECTIONS_ sLAe-pN-GRADE 1-z sroalFs s]^oc rmmmg members With 942.GKp49,me Dau a,aGng anon 6a reaNcatlm 3mcnea D.D, � LITE WITH 3xJ 'Al IABF_ WA`.HEf15 G loop 18Pssn n8 BPBB; Q WALL SHEATHING REQUIREMENTS FOR WIND LOADS: f 0 FRAMING NOTES SHEATHING LOCATION NAIL SPACING NAIL SPACING ATPF ERMEDIATE % r„r —7 se _ AT PANEL EDGES SUPPORTS IN THE PANEL FlELD NOTES e {YI E NO 1) all framing techniques and Methods as preschpnva tkrhesige of 1995 SBC High Wish 71 PmVdabloclingibndgingln VDorlolsisat9'occ Usasvlltlbl"cldn 10 r TEDGE ZONE tltl COMMON SENOTE 2S1,3 EtlRlvn Wootl Framing Lona9ucpvn Manual pnvv lDlsls ®6"p C. 9tl COMMON®12"OL (BOTH FIELDS) l under all beanng walls - _ NOTE 1, PgM FIELD W INTERIOR ZONE Btl COMMON®6"O.L tltl COMMON(tlj 12"O.L SEENOTE:3 2) Unle FDlhanulse Holed allframinV antlsWduml wove matenal tube M2+BIR BProlde lnslembe balnes at am.ventsh.wPpm raflvls Install drop blmerged Dvaglaa Fir needed. NOTES hI0�s..II 3)-Tlnm's,walls,celhnps and raflars to be eparetl al161nchesoc unless n°Wtl 9).Unless Hhemns6 flied all roofs and walls to have.a minimum 1/2'llach 4-ply Fpr THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ON W mhUnless COXworm mmehrnggmdeniywaaa wywDDa weaver aver plalea omaheaaam Ir Ot [VEby�y-"L., 4).Unless olM1erwise noted,all bearing wall M1eatlerswhe(212xIBR2+DTR Dau Fr wommawall shev9linA wMin4fee[nf the turners,tlre4fvv[etlge roma attachmen(mquimmen[s hall Ola 9 ip).Unlessotlterwixonvletluse314"IhiWTBGPTBFmoFeElmdfimmmiremoubfiovr ba""a ga' 41 Dt;fgf09,f Qearing waA hvatlersw ryave2 ck siutls antl(2l full lengtll studs vn each slJe°fall adM1ered with PLdpO atlhesive antl screwed tv Vvar Itr Flnlshetl moor tD he installed � ^ , peDings LVLh wall tohave(3)lack studs and(2)UP widow studs eseach sltlal over Sul be ICs 2) Talmated 12 Inch do malls vpenings_Bearingwallwintivwsllls shall also have(2)window slit plates for 2x4 wall Per manufecWrtrs lnstrurpons GNIA9 For Ramin Paungas G, the haaihiacattxcbetl tbreduced Ed members with C 7� openings between 4'1 and IM antl Ism wall°,°Dings between 511 antl 69.Prowas fireoor p members with 0 42cGq iM1e nail spacings shall be reduced b fi inches°c I and blocking where applicable. 11) GlMemdriloncoJOIsBete pro chap eanomdla each GOAL erseeted cpath ompactors W and nuts Girders on concrete piers shall he anGrDretl with proper steel wnnedom 3 For DMenar petrel sitling,galvmlzad wx Hans shall ha pelmllled!"he subspwtetl(vi common nail 5)All flesh bvamslheadem[°he.lnslalled wi9r heave tluly palvinlzetl hangers antl nuWhoratl lnln r.Dncrele wlW aminrmum ill"tllaeT"IDng anchor holt with washenanJ anchDrs wnera ap,Ilcame tDau a6"neming JDlata CLIMATIC & GEOGRAPHIC DESIGN CRIT 5).Unless Otherwise noted,all fi°"rferning matedal to he 4P ACO pressure treated 1Z) C°ncre@plarebbe3h below grade antlamNlmum OFF"above grade GRCUNO WINO SESMIC ERNE DENIER lumber.al lastenem,hangers antl anchors lv be gaMnaetl yr stemless steel 13) Al IDDfwliha,dch less titan 4.12 shall be installed wit an Iced Wamrbmnervr LOAD SPEED DESIGN WEATHERING LINE TEf1MITE DECAY DESIGN ON (MPIi) CATEGORY DEPTH TEMP. RE approved equal Plai roofs shall be applied wimp a Fiberglas Base sM1eal wlpX an EPOM Iwoh tl°wit type marginal ever 45 LBS, 120 B BONERS SET. MODERATE SLIGHTTO LO TO HEAVY MODERATE 11 NONE BE O W 10 D deea 0 0 o Z a x I I � � a m z m Z til z w < a r On p O w U Z ---24,_0„ 12•-0.. 12.-0.. w LLI r 1 i o > z QuaC) Q az = � oYl- UZUI- o Y < IT \ M p o I � � llj IS % x - M Y to v °P - T WIFfI 4" Wt - tm)� X a LL t Y GARAGE a s/fl" rrPE-% O Y p a FR C/R ON K r WAII S u I.EII ING x �j w 3' 11IGI1 F- z O - - KNEE WALL _ _ _ O N O ( - of d' O n r� NO QD 5TORA& E Ll - - - - I 6Yt O POST A ' (1)2-1/4-LVL__ ------------- Ln SHOP % � 17 R ^ co o C7 If] rll O 10 -10 a Ly p M1 OF eq 6 / 1 n w (ADDED) (MOVED) __ 1 ¢� W --- ,u VI b049 Fbf6 2,_4. 12,_0, 234 -6 U1' '.. _1205, 0„ Z4. 0 . 2J4 -�0 \Oio9OFE0S761 N ��\+�f( ��1111 1ST. FLOOR PLAN F� 2ND. FLOOR PLAN N 0 W < r a 0 o � o N 2 u LD �I � T rFIL J ,=,- -I �I_ u� LI f W U IT L © � � DILILI�I FIJI © � � 0 --1 Mw l w } oo > z _ z co TL7 _ --1 LI I- ZJ LI� IT- L El I - � L71 - 11T L= - _ - - - - - � w � �7 �I_— I _ � � Il LI __LI 1 J 1 L-] - _I _I. _L I L I TII I�IJ- w v _I Jls rCll-- -I_--- I. L. J7 ` __I LLI -_IL I_ _I_ _I -1I L J T J T T c7 z - ¢ LI I-1u _ I L `-CJILII ��LII �I� II ll _ I�I�- < zz T J_ L _ T L 1 LII _I_ �� rte - - r - _T 17 Q u ��� Mn I I _I1 - - _ I l L 1 _I I 7 L l L�'La�� ��I� -lLl -�Ir� � �=I=1 =r=��-� i ' �-� �_� �_� ��� �L�1- T J LI 0 JIL L � � l r Tf_l l_ I � � � L CI_ ITILILI I � � IJr_ 1 � TT I _I�_I_ L I _ LZ_ I_ L _ LJ_ ��� _ Y in L r T T LL ILL JLLIL IN LL � r� N q - L L I L Li J L L TI L L_ I J_ J I_ L1_T Rvi- ZT ILZiIZiTF _ �IM FRONT LL REAR a o o a x w m z ,o 2 N t+1 b l 11 -[jII L T f _-C_ i -I_ 1 r �II l l -T LL _ m L S� LI LTrl T - -` L 1_ L 1 - -J I_ I_I-1I7r 1T_I_I rTl J III� I J �I -I 1 IT 1J_ r1 1_ _ 11 v 1 l l r �I , L J - L LCf fTl LL J J LIZ _ T 1 1 LI L -I J JJ -T L �I 11I_ -_ _I If �LLrlITI�I - 1 LJ1 I�IISJ I_ 11 C l_L I1Z l 1_ iJ TN f z T IL�IL �I rL I_ I11L L� I{�f 1:1 -L . I_ � 'I ZI 1 L L f_ I - II 11 P��o� E�Yo O 1 L � IIIA IJIJ - IL _ If�� �Tl �� II- �I �I�I J -11 � 1� ILlllLll�l � L� II LULL L rI J Ll _ �1 _ 1 _ L L Wil__ �I_1 _ _ ITS_ _I_Z J_L_L- _ J_ _L 1 _ I_ _ -L I J- I_I -1 TII- -L - l 1 J 1 �__ -� 1_ I LT J _u--- JI L - L � l- � 1T fI 1_ J �T �I_ IJ _ � J -1 71 - �T �L I�l� J L _ L J I-r ILLI- L � Lu. Uy5 �F � O C b IJ 7 �l T J X17 J of x L1 I��J1 J IT_I I I I _ f � I l I T T T_� r l �l-J r J I L IJ I i� l -I LL-�_ ILLIrJ 1o1 i�I �L7 1 JI _ ® � IlrliI TIE � 1-I�l -T �E 10 L �LI SII - ICfl1=Jl IJ If -lll�f I__ IT LJ Ll _ Ill CLL Iu=uJ 11 ALL-I� LJ-� � ,� ��1J111CJ11II 1 I'C�I� TI- 1�LT � J � TIIJf ILLI IT l TI L11 LI SII J LEFT RIGHT N C ❑ a w CN a Z b v a O S 21 N V A; r N (J N OJ J ❑ n ❑ U w Z } LLI 0D � Z i % Z to Q Y wwU 2oQ7-) Q Z 2 H w0 `1 � U' Z _) c ROLE Q Z G aY (}-1/2" +/- PITCIH) Y ' ASPHAIT ROOFING a c i' ICF/WATER BARRIER UNGERLAYMENT V G 1/" CDX 9-PI 1' SHEATHING GO "bOG -l/aNl4 1%G -_ - _ - - _ O p%G FF I VI RIDGE HANGER - - -- - 915 cc 2XID CJ @ICOC --I I ROOF Y ui 11' )TI R7 MSE jEI h FELT UN ERLA',MENT w pC 7 1/2" CDN 4-PISHEATHING y N 1O UNFINISHED RAILING LL STORAGE - o o MA — r - 3: In I D In -- �_____ _ L L________________________________________________________________J_ M —_ -- f Z m 9DING. ALJ' SNBFLUUR - _ _ O CEDAR SHINOLEG - - Z WIBO 14" W000-I FJ IaJ16"OC 151 FEI T IIPIOGRI ATMENT `-- --- - -- A, HEATHING ' 2x4 sNDs 016 BC 5/8" TYPE-% / F k s/R WALLS & CELTS VIC O / D SILL ` 2%4 PT PI ATF W j / TERMITE SHIELD I CA,VFTM / D TYPIC AI GARAGE FLOOD AD u YD ' F CONCRETE SLAB c/w O rp / 1 FIBRE MESH REINFORCEMENT V 6 Y, POLY VAPOR BARRIER COMPACTED GRANULAR FILL Ly N O I W _ _______________________ _ 4� N" W Y sit'-�4.`--- OF E 20'-0" 3'-0" f �iT,f � O V_0" CHANGE IN DESIGN: 24'-D" 1� FOUNDATION PLANDATION FOOTING SYSTEM TBELOW GE FROM I THIC POUR FOOTING TO BLOCKRADE& tfi X8"CONC. FTG. pgOFE � � r N LL - O - a