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HomeMy WebLinkAbout23019-z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No Z-24663 Date SEPTEMBER 30, 1996 THIS CERTIFIES that the building ACCESSORY Location of Property 2055 NEW SUFFOLK AVENUE MATTITUCK, N.Y. House No. Street Hamlet County Tax Map No. 1000 Section 114 Block 9 Lot 12 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated SEPTEMBER 12, 1995 pursuant to which Building Permit No. 23019-3 dated SEPTEMBER 22, 1995 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 IN REAR YARD AS APPLIED FOR. The certificate is issued to MILLARD & MARY LOU NORTHRIDGE (owners) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A UNDERWRITERS CERTIFICATE NO. N-395526 - AUGUST 28, 1996 PLUMBERS CERTIFICATION DATED N/A ✓(4 j Bu' ding Inspector Rev. 1/81 FORM NO.S 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 AUTH ZED) Nc23019 Z Date ....... ....... . ......0.�'. �.................., 79....f..�/ Permission Is hereby granted to: .... .. to ...... ,..1 '.rkL,...f ...y...... ....1.'�G. .. 2<e ........ .......... .. . ..................... ...............................I.............................................. ............................. ................. at premises located at........., 5�..... . ...... .. ............. .. ........................... ..................................................... . . ....................................... ..`l°,.............................. County Tax Map No. 1000 Section .......11� .... Block........y............. Lot No. ............. pursuant to application dated ............... ../.. ....., 19,1,1 1.. ...., and approved by the Building InspectoL ,51 Fee S..//C/.. s Building I Spector Rev. 6/30/80 Q.DeqrOVN nobs nn" r -777 0- SOUTH= y�-y831 3GILDI`iG DcP1RT`*EV'i TOUN HALL SEP 755-1302 L t BLDG.DE _ i_PFTIC ' 1OY FOR CERT_r_CATE OF OCCJPANCY TOVIN OF SOUTHOLD A. This auDlication must be -filled in by tvpewriter OR ink and submitted to the buildinz Inspector with the following: for new building or new use: 1 . -azl survey o: ?roner�y with accurate Location or all bui'-dings, groper-7 1i^es , streets, and unusual natural or topographic -Features. 2. Fina.'_ Approval from Health Dent. of water supply and sewerage-d.isposal(S-9 form) . 3. Approval of electrical installation from Board of Fire Underdritars. J. Sworn statement from plumber certifying that the solder used in sysran contains less than 2/10 of Lo lead. Commercial building, industrial building, multiple residences and similar buildings and-instailations, a certificate of Code Compliance from architect or engineer responsible for the building. o. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and "Pre-existing" Land uses: + 1 . Accurate survey of property showing all property lines, streets, bu°1 ding and unusual natural or topographic -Features. 2. A properly completed application and a consent to inspect signed ''-v the _ppiicant. If a Certificate of Occupancy is denied, the Building Inspeccor shall state the reasons therefor in H-riting to the applicant. C. Fees 1 . Certificate of Occupancy - New dwelling 5^.5.00, Additions to dwelling _25.00 , Alterations to dwelling 525.00, Swimming pool 325.00 , Accessory building 525 .00 , Additions to accessory building 325.00. Businesses 350.00. 2. Certificate of Occupancy on Pre-existing 3uild4 a - 3100.00 3. Copy of Certificate of Occupancy - .25c 4. Updated Certificate of Occupancy - 550.00 5. Temporary Certificate of Occupancy - Residentiai $15.00, Commercial 515 .00 Date . . .S e -�:. . .1. . . . 19.9.�q . . . . . . . . . . . . . . New Construction. . . . . . . . 0ld Or Pre-existing Building. . . . . . . . . . . . . . Location of Pro ert aoSS, . . lUew . Su4 � o.lK . . .(�.V � . mR � ilt �cY�. . . . House No. Street ' Hamlet Onwer or Owners of Property. . 1 t. }a.Yd . 4. . . .'.tA Y.�. t 0.� . . .�(2 Y. Y � . C- . . . . . . . . . . . . . Councy Tax Map No 1000, Section. . . . . . . . . . . . . .Block. . . . . . . . . . . . . . . .Lot. . . . . . . . . . . . . . . . . . . . . . Subdivision. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .Filed Map. . . . . . . . . .M. .Lot. . . . . . . . . . . . . . . . . . . . . . permit No.,23P.1.9.7— .Date Of Permit. . 1�! . ./ /S. . .Aoulicanc. l:+.illard . .�AY Yio�q Health Dept. Approval. . . . . . . . . . . . . . . . . . . . . . . . . .Jnderwrit-rs Approval . . . . . . . . . . . . . . . . . . . . . . . . . Manning 3oard Approval. . . . . . . . . . . . . . . . . . . . . . . . 3eauest tar: Temporary Cerei_icat.. . _ . . . . . . . . -'_nal Certicata.A . . . . . . . Fee Su,bmiCCad: 5 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ca-� Qq G 65 C FIELD INSPECTION RT-'.PORT _DATE•' J/y�'' _ COMMENTS _-< . we----- ------------------------ FOUNDATTON ( 1ST) II n IIIl- '------ -------- -------- II II II -{I-----'----------------------- ------- FOUNDATION (2ND) _IILLit ------------- — --- II 11 it II ROUGH FRAME S II PLUMBING jj II II ll n n INSULATION PER N. Y. STATE ENERGY it ii CODE It -II-- - --0 -- FINAL itIt it - i ADDITIONAL COMMENTS: to r H o z r THE NEW YORK BOARD OF FIRE UNDERWRITERS BUREAU OF ELECTRICITY F— 85 JOHN STREET, NEW YORK, NY 10038 Date AFI[,UST 38.__0945 Application No.on file N 3C,5526 THIS CERTIFIES THAT only the electrical equipment as described below and introduced by the applicant named on the above application number in the premises of W : NORTHRT.Lx>E; 20IA c NEST SUFE?LR AWAM, HATTSTUCFC; N.Y. in[hefollouing location; ❑ Basensent ❑ tat FL ❑ 2nd Fl. ,-AFS/('UT Section Blork Lot M oz I00K ups examined on LTrtJST- ._.. _,' and found to be in compliance with the National Electrical Code. FIXTURE FIXTURES I RANGES COOKING DECKS I OVENS DISH WASHERS EXMAU_ST FANS OUTLETS ECEPTACLES SWITCHES INCANCESCENT FLUORESCENT I OTHER MIT. K.W. AMT, K.W. AMT. K.W. AMT K.W. NAT. I H,.P. DRYERS FURNACE MOTORS FUTURE APPLIANCE FEEDERS SPECIAL REC'M TIME CLOCKS EELL UNITHEATERS MULTI-OUTLET —01 MERS SYSTEMS --- -_---- AMT. K.W. OIL H.P. GAS H.P. AMI. NO, A.W.G. AMT. NAP. AMT. AMPS. TRANS. AMT. H.P. NO.OF FEET AMT. WATTS SERVICE DISCONNECT I NO' OF S E R V I C E AMT. AMP. TYPE M[iFR 1 A LFII 1 A 3W ]K]W ],1'IW NO.OF CC COND. A.W Q NO.OF IiIAEG F W.G NO OF NEUTRALS - - A.W G. EQUIP. PERI OF CG C ND. OF W G, OF NEUTRAL 1 ?e f Fn OTHER APPARATUS: G,FX.T;-1 ELFIOTRW I.NC: LTC.VF23 O sc 1 e L F.—Boy 918 SIA1IREL, NY, 11948 GYRAL MANAGER } i is= per This certificate must not be altered in any manner; return to the office of the Board if incorrect. Inspectors may be identified by their credentials. COPY FOR BUILDING DEPARTMENT. THIS COPY OF CERTIFICATE MUST NOT BE ALTERED IN ANY MANNER. 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] SULATION [ ] FRAMING ] FINAL [ ] FIREPLACE A CHIMNEY REMARKS: 6 l / ! DATE j L INSPECTOR qAV' 4 765-1802 BUILDING DEPT. INSPECTION [ OUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY REMARKS: 4 -� __ ,-• DATE INSPECTOR ✓, ` � BOARD OF REALTH . . . . . . FORM NO. 1 J SETS OF PLANS . . . . . . TOWN OFSOUTHOLD SURVEY . . . . . . . . . . . . . I . BUILDING DEPARTMENT CIICCK . . . . . . . . . . . . . . . . TOWN HALL SEPTIC FORH . . . . . . . . . . SOUTHOLD, N.Y. 11971 // TEL.: 765-1802 - r.aT . . ZZ �! CALL Examined . . . ., 19 . . . - hIAIL TO : Approved . . . . . . .?' ., IY. .� PermitNo.'�!?/.4? .fYI4olf<�w �t�. l'v Disapproved.a/c . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . : . . . . . . . . . . . . (Building Inspector) LICATION FOR BUILDING PERMIT Date . . . --7. . . . . . . . .. I1 INSTRUCTIONS a. This application must be completely filled in by typewriter or in ink and submitted to the Building Inspector, w sets of plans,accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public sI or areas, and giving a detailed description of layout of property must be drawn on the diagram which is part of this i cation. 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 issued a Building Permit to the applicant. Such pi shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose whatever until a Certificate of Occup shall have been granted by the Building Inspector. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant t. Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinanc Regulations, for the construction of buildings, additions or alterations, or for removal or demolition, as herein descr The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, a1 admit authorized inspectors on premises and in building for necessary inspections. /�. . . . . . . . . . . . . . . . (Signature of applic t, or name, if a corporation) . . . . . . . . . . . . . . . . . . . . . . . . . (Mailing address of applicant) State whether applicant is owner, lessee, 'agent, architect, engineer, general contractor, electrician, plumber or buil Qw �� . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Name of owner of premises . Al.l lJa r7d 96-mnr f.x�P.k. . 4.� r r t � e . . . . . . . . . . . . . . . . . . . . . . . . . . ` (as on the tax rollorI test deed) If applicant is a corporation, signature of duly authorized officer. (Name and title of corporate officer) Builder's License No. . . .O, !t1,!{te,Y . . . . . . . . , , - „ (' Plumber's License No. .0.0. to.e�. . . . . . . . . . . . . _ Q Electrician's License No. . . 7/� 6 . . . . . . . . . . . Other Trade's License No. Q W A?. . . . . . . . . . . 1. Location of land on which proposed work will be done. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . rv�t�.S. 'fa.�.�C .Q�� . . . . . . . . . . . . . �u. . . , ao�s . . . . . . . . . . . . . ... . . . . . . . . . . . House Number Street Hamlet County Tax Map No. 1000 Section . . J le . . . . . . . . . . . Block . . . . �. . . . . . . . : . . . Lot . . . ./.;� . . . . . . . Subdivision . . . . . . . . . . . . . . . . . . . ie . ... . . . . . . . . . . . . Filed Map No. Lot . . . . . . . . . . . . (Name) , 2. 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 . . . E'. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3. Nature of work (check which applicable): New Building ✓, , , . . . . . . Addition . . . . . . . . . . Alteration . . . . . . . . . . Repair . . . . . . . . . . . . . . Removal . . . . . , . . . . . . . . Demolition . . . . : . . . . . . . . . Other Work . . . . . . . . . . . . . . . (Description) ' 4. Estimated Cost . . . . . . 00 b r,�. . . . . . . . . . . . . . . . . . Fee . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (to be 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 . . . . Sy 1 . . . . . . Rear . ( . . . . . . . Depth -;&'r . . . . . . . . Height . . . /?!. . . . . . . . Number of Stories . . . . . 1, . . . . . . . . . . . I . . . . . . . . . . I . . . . . _ . . . . . . . . Dimensions of same structure with alterations or additions: Front . . . . . . . . . . . . . . . . . Rear . . . . . . . . . . . . . . . . . . Depth . . . . . ... . . . . . . . . . . . . . . . Height . . . . . . . . . , . . . . . . . . , : . . Number of Stories . . . . . . . . . . . : . . . , . . . . . . 8. Dimensions of entire new construction: Front . . . ,3.Z !. . . . . . . Rear . . JA �. . . . . . . . Depth . . . .A.$. . . . . . . . Height . . ./l.�. . . . . . . . Number of Stories . . ./. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 9. Size of lot: Front . . . /,PO... .. . . . . . . . . . . . . Rear . . . . . ./,26.S`, . , . . . . . . . . Depth . . . . . . . . . 10. Date of Purchase . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Name of Former Owner . ,-7.4 t��. . /4 t .ff 7�. . . . . . . 11. Zone or use district in which premises are situated . . . . . . . . . . . . . . . . . . . . . : :� . . . . . . . , , , , . . , , . . . , , . . . . . 12. Does proposed construction violate any zoning law, ordinance or regulation: 4) . . . . . . . . . . . . . . . . . . . . . . . . . .. 13. Will lot be regraded . . ./✓Q . . . . . . . . . . . . . . . Will excess fill be removed from premises: Yes to 14. Name of Owner of premises xg*t-c1 Address $pss1.V9A AoAv.(K,°"Phone No, S/.4.248.V8 1 . Name of Architect . . 0PVCv . . . . . . . . . . . . . . . . . . Address . . . . . . . . . . . . . . . . . . . Phone No. . . . . . . . . . . . . . . . Name of Contractor . . . . . . . . . . . . . . . . . . Address . . . . . . . . . . . . . . . . . . . Phone No. . . . . . . . . . . . . . . . 15. Is this property within 300 feet of a tidal wetland? *Yes. . . . . . . , No. .�a. . . . *If yes, Southold Town Trustees Permit may be required. PLOT DIAGRAM Locate clearly and distinctly all buildings, whether existing or proposed, and,indicate all set-back dimensions from property lines. Give street and block number or description according to deed, and show street names and indicate whether interior or corner lot. j/�-4 f ,�-,o%h-oma✓ �v ,i UPR ED S NQTED f Y 3J DATE; P. FEE: NOTIFY BUILDING D ° $s a'4 —1¢ ir 765-1802 9 AM 70 4 FOR THE " FOLLOWING INSPECTIONS: i,.I t"? �I "r i"Iq i. FOUNDATION TWO REQUIRED a6Jq FOR POUREDCONCricTE ,`i �Av� 2. ROUGH FRAMING ! PLUMBING 3. INSULATION 4. FINAL - CONSTRUCTION MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET cif L— THE REQUIREMENTS OF THE N.Y. STA7E CONSTRUCTION & ENERGY UhDERINRfTERS CER FICATE COOM NCIT RESPONSIBLE FOR REQUIRED DES"OR CONS7AUC77ON ERRORS NATE OF NER 'OUNTY OF W YO / 1�1�h. . . .�. 9.r •t t° f . . . . . . . . . . . being duly sworn, deposes and says that he is the applicant (Name of individual signing contract) Bove named. :e is the . . . {Sw f: (Contractor, agent, corporate officer, etc.) f said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this )plication; that all statements contained in this application are true to the best of his knowledge and belief;and that the ork will be performed in the manner set forth in the application filed therewith, worn to before me thi otary Public„! s� '. l.^ " 0� . ; ' 'ounty G � HELENE D.HORNE Vii!. . . . . . Notary Public State State of New York ( nature of applic No.4ant) Qualified in Suffolk CountY(/ Commission Expir+s 6ipy 22. 1, ISOMETRIC VIEWMMIlleT a• so • 1- •w' ,• , ; moi' /! k\\'Ipt l✓�1.\�lil ,1 �t \!�{ q�\`��"� �, ►,u �1�11 � :A,�.o i. V v ( �� ti �. tw•.�q �i 1110--Z...5 .WIit . � ���, �yw�� I• ��� -vim. . I Iz �t �' /�,;r.. .� � ��,. �• '� A . ��\ �i{� li k�l{�� �{! •� r1 ; 1 ••r 1-'1 s CDMMDNIM, ETAILS AND SCHE © LlLES r . 2*x4" TOP PLATE PRE-MMERED WOODTRM TO PLATE 2'X44 WALL STLDS 2X4" TE PLATE ONGTION AT EACH r r•. . TM (CPTDtk) ��� � r John F Pork in S� " J25.00� A1.86 039140 w C `1 {Q 0 x �� /4.3 V - �a-•f.moi`:>.S C3' � U'LLQ�'. O a _ � ° 2e•ar-aa� n� ' h ff Sd �F n°1 4 Sp� S8/°0/;30" /ADO. e SURVEY FOR € SUF'FpL MILL ARD A. NORTHRIDGE. III D 4116' VOE MARY LOU NORTHRIDGE MA TTI TUCK E TOWN OF SOU THOL D SUFFOLK CO., Al. Y. GUARANTEED T0= „ , SOUTHOLD SAVINGS BANK SCALE; I = 40 SECURITY TITLE & GUARANTY00 ' MAY 20, 1970 NOTE= AF z MONUMENT =STAKE ALOEN W YOU ! t PROFESSIONAL ENGINEER AND LAND SURVEYOR,N.Y_.S•LIC.N0.12B45 j RIVERHEAD, N.Y. I j Y I Sg u o.,a a U111 , . , $ 1 C�0�10�r'G�MC��00�9 �4C�G�0 6U�00d�o �000b6 HANERNEDAR0 SIooUb6 eUU��rU= �aoob6 PRE-CONSTRUCTION STEPS 13. Toattach metal"T-Type"wind placing first check that panel is 4X8 GROOVED SIDING . . . . . . . . . . 81076-99 square,Then position metal'T-Type"wind bracing at an angle from ROOF SHINGLES BOOS SHINGLES ROOF SHINGLES HARD BOARD SIDING PACK AGE 81 TION 1. Carefully ostudyn garage, heck all Instructions before beginning the outer corner of the panel to down to the bottom late.Mark the VINYL . . . . . . . . . . . . . . . . . . . . . . 81077-99ingfficials P P P HARDBOARD 81078-99 QUANTITY SIZE EXTDESERIOR SN ing buiucngodes,peritsand frost concalbuilIf an odependegard- into ion adds at bracing each.. Use o8-pcircular power saw toails at each out PRE-ENGINEERED ROOF PRE-ENGINEERED POOP � � � � � � � � � ing building codes,permits and(rest condlilons If an independent Into studs at mark.AT 2 ROOF 33EA /"%4X8 HORIZONTAL BOARO p for yl corners TAl15SE5 AT 24' O.C. TRUSSES AT 24' O.C. TRUSSES AT 24' O.C. BO EA 12"Xi fi' HORIZONTAL HARDBOARD BIDING contractor pouring garage slab and foundation,skip steps3 stud and top and bottom plate.Repeat this stepforall corners FRAMINGPASIZE 107o-ss 4EA 146X16' GABLE RAKE BOARD through 10 1/2' POOP SHEATHING QUANTITY SIZE DESCRIPTIONSUBFASCIA 2. 14. Repeal Stop l2 ID step REAR wall panels ELEVATIONS)I0(see ONS) 1/2' ROOF SHEATHING 1/T POOP SHEATHING 4EA 246X16' EAVEFASCI re Plan garage locationftow,enoughfor room y around Dosage front easy LEFTBIDE,RIGHTSIOE and REAR FRAMING ELEVATIONS) METAL DRIP EDGE 4EA 2X4%8' WALL PLATE TREATED 4EA 1%64X8 EAVEFASCIA entrance, nce,eks Also possible enough room arnd fa a ...atgeforeasy METAL DRIP EDGE METAL GRIP EDGE 4EA 2%4X74' WALL PLATE TREATED PEA 2X4XX8 BCPLYWOOO/SOFF I door hecktland cal udleturn-aany underground dserviothe oil 15. Notehe door openinPanels gs shown Candn the D.AddlEFT andRsteps are EELEVA- 2EA 2X4X92i PRE CUT 2EA 204X16' SOFFITMETALBLOCKING(RIPPED) doorCheckbe tested localutllitrain any design loads tforth Soil add TIONS doom pplycorner sshawmnthe econd,tlRIGHTSIOsoneac- IIIc 11BEA 2X41X92W PRECUTSPI-ATE RIPPLES BEA 10' METALCORNEING shouldbeNote tested to insure ihaU[meetsdesignloadsseliodhin TIONS First,apply corn erbracing.Second,n`xl 0"headers rtoeach 1 BEA 2X4X12' TOPWALLPLATE 40 EA 12" OVERHEAD TRIM General Notes odeingsizes shown non openings Third,Lifthedersin"heedeoto rough 4EA 2X4%14' TOPWALLPLATF 3EA 1X4X10' OVERHEAD TRIM apenmgsrzesshownh 16-poeach panails. head,Install position,and 1I 2EA 2%4X16' TOP WALL PLATE SEA 1%4X16' OVERHEAD TRI M(LEG) FOUNDATION STEPS nail to panel studs with i6-penny nails.Finally,Install topples as 2EA 2%4X12' TIEPLATE 15LB ED SIDINGNAILS 3. Carefully stakeout the foundation,squaring the corners by check- necessary.Nell Into position using l 0-penny nails 2x8 SUB-FASCIA 2%6 FASCI SEA 244X16' TIE 2%6 SUB-FASCIA 18LB 1%"SHEATHING NAILS ing that the plan dimensions are to outside of concrete and face of 16. When panel assembly is complete,the walls can be erected.Tilt TIE PLATE 2EA 2%8X8' HEADER/SERVICE DOOR& surds. Panel lacin it position over the anchor bolls Bracethe TIE PLATE TIE PLATE p,P 9 WINDOW DOOR AND WINDOW PACKAGE 81075-99 panel securely with a 2"x4"brace,tack-nailed to a ground stake. F-CHANNEL SEA 1'/,X9'/1X10 MICRO-LAM/OVERHEAD DOOR 4. Note.Step 5 and Step 6 pertain to Ni FROST construction;Steps 2x2 BLOCKINGS r]22 BLOCKING QUANTITY SIZE DESCRIPTION ]ihrou hfOto FROST Piece washer and nut onto anchor bolts and hghtendown paneLRe- TOP PLATE 1 E '/"X4'XB' 'A"COX HEADER SPACER g eat for Panels B,C and D. TW PLATE TW PLATE SEA 2X6%10' OVERHEAD DOOR(SURROUND) 1EA 3032 DH WOOD WINDOW 5. For NO-FROST construction(see BUILDING SECTION of plan), p ALUMINUM FASCIA SEA 2X6X16' OVERHEAD DOOR(SURROUND) IEA 3068 PH 6 PANEL STEEL SERVICE DOOR dig trenches for footing of the monolithic pour Buildup foundation 17. Repeat Step 12,Step 43 and step 16 to assemble and erect SEA WXT OVERHEAD WOOD GARAGE forms so that the lap of form above original soil level Removeap- 1X6 FASCIA TRIM 1%fi FASCIA TRIM BEA T-TYPE HEAD INDBHACING panels Eand F seeLEFT SIDE and RIGHTSIOEFRAMING ELEVA- 2x4 WALL STWS 3EA 1%6X10' HEAD JAMB/OVERHEAD DOOR DOOR W/HARDWARE TIONS). 2%4 WALL STIRS 2x4 WALL STWS SOFFI NJM VEMED 78LF DOORSTOP proximately 2- tenh es, av pravaee"of depart department of form 3/8' PLYWOOD SOFFIT AT 'A' O.C. SOFFIT AT 18' O.C. TRIM checkLay trenches and conches.Have before 1podepartment oitiael 18. As panels are corners as plates PLYWOOD SOFFIT AT i6' O.C. 3EA 1%6X16' LEG MONNJAMB/OVERHEAD TDOOR TRIM 2EA 2%4X16' OVERHEAD DOOR HANGER check trenches and concrete forms before pouring concrete TIONS) Lap at corners as shown on FRAMING ELEVATIONS and 1/2' SHEATHING VINYL 1/2' SHEATHING 22 LB 160 COMMON NAILS COATED MATERIAL 4x8 GROOVED HARDBOARD 1 EA ENTRANCE LOCKSEi 6. Far NO-FROST cgnstmction,011 floor area with e minimum of4"of nail plates together with 16-perry nails 8'on center SIDING SIDING 20 LB BD COMMON NAILS COATED SIDING 2LB BD FINISH NAILS gravel andcowind mpact over gran4"of top of pour Install Wfx6-2 9x2 19. Assemble and front wall panels I,and Jusing Steps ROOF PACKAGE 6,07,-99 shownweldenBUI DING SECTION nd Mier singconcret 3and i6(see FRONTFRAMINGELEVATION) HAWN NOTE:THE FOLLOWING FOR CONVENIENCE ONLY. BY 84 LUMBER. shown an BUILDING ECTIONdrawing While passing g 2 pp2 r� A p A ❑ A QUANTITY SIZE DESCRIPTIONwireric 20. Nail 2"x4"cripples an each side of overhead door opening SCRQ ❑ ISQV' 1 L5��5 SCRI 1 LISTED FOR CONVENIENCE ONLY. concrete lab,welded set anchor bolts 114"in from edge of placement the LE��/❑���� 5CRLE 1 1/O - 1'-N" SCf1LE: 1 1/2" = 1-0" 17 EA 2B'%�e PRE-ENGINEERED WOOD center points accdding to FO boltsl ION PLAN and extend on 21. iontox10"gerapples. ailtopselto 9tuds with 16-penny smts A A A - TRUSSES FOUNDATION MATERIAL W DEFROST LINE lest 21W.b..topif co FOUNDATION Move Step 1dextendmat position to rest on topples.Nail to panel studs wnhl6-penny nails BEA 2X4X12' TRUSS BRACING QUANTITY SIZE DESCRIPTION toast 9/z"above top ei canerete Move on to step 11 22. Cut 2"xCeripples and nail at 16"on center to top of garage door 2fi EA 1X346' TRUSS FURRINGIGABLE ENDS 18 Cu YD CONCRETE FOUNDATION&SLAB 7. For FROST construction(see BUILDING SECTION of plan), headers.Add top plate to the nip of the cripples,level with the top. 32 EA /"%4X8 CDX ROOF SHEATHING FLOOR check local codes for frost-line depth and dig footing trenches too BEA 158 FELT PAPER 9 23. Addware uplates femalesfac ofcrlpples.Nail2"x4"garage 896 sF 6X6 IA X2.9 WELDED WIRE FABRIC depth al6"below ocatioline ddepthoftrechesbefHevelocafoot- flWF SHINGLES ROOF SHINGLES ROOF SHINGLES 1150 215k FIBERGLASS SHINGLES 250 LF 112"CIA REINFORCING BAR door hardware surround females of cripples. 100EA Ya" H-CLIPS :ng concrete. ourfotiinaoncrethadprvidebeforepeyiniioot- 1/2' ROOF 22LB 1vtf, ROOFNAILS 11 CU VD GRAVEL FILL ing concrete.Pourfoohng concrete antl provide loaned keylmt by 1/2'SHE ROOF 1/2• ROOF 28 EA 'm^DIAx1z ANC)-IORBOLTS w/Nuts& tiamgaz'xa"inthecenteroftheconcretewhichextendsthelengthot PRE-ENGINEERED WOOD TRUSSES INSTALLATION SHEATHING 13 EA 10' METAL DRIP EDGE SHEATHING SHEATHING WASHERS the footing.Before concrete is completely set,remove 2"x4" STEPS METAL DRIP EDGE- METAL DRIP EDGE-+ METAL DRIP EDGE-� GROOVED SIDING PACKAGE81072-99 FOUNDATION MATERIAL W/FROST LINE B. For FROST construction,build foundation wall forme to aheight 6" 24. lnstallpra-engloeered wood iraaaea at 2'o"cantata as shown on QUANTITY SIZE DESCRIPTION QUANTITY SIZE DESCRIPTION above grade Have local building official check concrete forms before the FRAMING ELEVATIONS 1X6 RAKE BOARD pouring concrete.Brace forms and you r concrete to top of forms,tap- 25. Then nail late connectors to each truss and to the to Tates as 1x6 RAKE BOARD 1x6 RAKE BOARD 33EA 4X8 GROOVEDSIDING 4CUYD CONCRETE FOR FOOTING ping form sides to compact concrete and fill all volds setanchorbolts required.Use calls provided with trusspackage. PP 4EA 146X16' GABLERAKEBOARD 12 CU YD CONCRETE FOR FOUNDATION 1N`in from edge of concrete on center according to the FOUNDA- q P ALUMINUM FASCIA 4EA z46X16' SUBFASSCI WALLS MAY VARY DUE TO LOCAL TION PLAN and extend toatleastTh"above top ofconcrete SIDING,SHEATHING&ROOFING INSTALLATION STEPS CIA J' CHANNEL PEA 1%6X16' EAVEFASCIA DEPTH REOU19EMENTS 183 FURRING 1x3 FLARING PEA %'%4X8 BC PLYWOOD/SOFFITCONCRETE FOR OOR 9. For FROST construction,re move foundation wall forms after con- 26. It you are using vinyl or hardboard siding follow Manufacturer's 16SF YD WELDED WIDE FABRIC 2EA 2%4X16' SOFFIT BLOCKING(RIPPED) trete has set.Backflll the exlerlorfauntlation walls with soil The ln- Instructions for proper Installation methods (Skipto Step 28) T%3 FIMRING B965F 6X DIA X29 WELDED WIDE FABRIC SEA 10' METALZBAHD 2110 'IV DIA REINFORCING BAR terlor within foundation walls should bwalls. filled with compacted soA to 27. gyou are lationbout1/Groove top of fgproceed ndationa Top Start PAEENGINEERED PRE-ENGINEERED PRE-ENGINEERED BEA 1%4X8' CORNER BOARD within B'from top ofioundation walls. siding installation about 1/2,below top of foundation.Top edge can be WOOD ROOF WOOD ROOF WOW ROOF SEA 1X4X10' OVERHEAD TRIM(HEAD) 11CU V0 GRAVEL FILL TRUSS TRUSS TRUSS SEA 1X4Xf6' OVERHEAD TRIM(LEG) 28 EA Vz"DIAX12 ANCHOR BOLTS W/NUTS& gra ForFROST dcompaono within 4"oll f the top of the minimum of n carred Into 2"x4"heptose plop pace 6'onNall idingwith 8-penny,paneledgean- 1OLB BD SIDINGNAILS WASHERS gravel and thetop tfthe fr infoudation of the overhead doos This corrosivesiding or intermngnaastuds.A6'oncenter atpaneledges and HARDBOARD SIDING NAILING SCHEDULE within 6'of top 2, Install V1io 9xt2n welds wind fabric doers This 12"an center at intermediate studs.Add"Z"fleshing where indicated 4x8' GROOVED VINYL SIDING VINYL SIDING PACKAGE81073-99 gra pitch the andcomposites om Install slab to 9x29ess shown win on on Apply1IONsdpthm s SIDING Connection Number ad all How Nailed gravelfill,and ping.Whi Is spouang concrete,periodically ll BUILDING truss Apply Osheathing aver re al trusses stagger] the bottom of the 1/2' SHEATHING 1/2' SHEATHING QUANTITY SIZE DESCRIPTION of Common Nall SECTION drawing.WhAepeunngeoncretepeconcrety lift welded sheathing ROOF SHEATH INGLAg sheet donut occur of on 33EA 1/z"44X8 EXTERIOR SHEATHING BOARD wire fabric toinsure Its proper placement inthe concreto slab sheathln so amts on adjoining sheets dories occuron thesame 4EA 146416' GABLE RAKE BOARD Top 216tl End nail 9 I 1 9 Dou-up corn 16dC-16"oc FacenaA truss Checkplansatrusscarefullynds.Apply Iminehocia and s sheathing aea 2%6X16' BUBFABCIA WALL FRAMING STEPS Built-up corner 16d C'16"o.c. Facenall dshould rawings. at truss Apply l"x6"fasciaantl soffits as per the BEA 1%4X10' OVERHEAD TRIM(HEAD) Doubled top plates 16d C'16"o,c Facenall 11. You are now ready to assemble and install the walls Tossed drawings. SEA 1X4416' OVERHEADTRIM(LEG) Top plates,laps,and 216d FacenaA handling,you will assemble each wall using at least two panels 29. Apply rooting felt and roof shingles,following manufacturer's t���-11 A 2I� 225� A ie1 /11V/2 D2SP /\00 Q �p�{� p04Qp� 1150 VINYLSIDING Intersections Assemble ell panar els on the gage also before tilling theminto 4 G 001 L5 018 Y �L'� y I�NVWWL9 LS B W8L5 4EA VINYL OUTS)DE CORN ERs instructions Exterd shingles'A"beyond fascia.Trim excess persons SCRLE: 1 1/2" = 1'-0" Continuous headers, 16d(u 16"oc position.Double-check door and window rough opening saes before of shingles from inside In order to maintain a neatappearance SCRLE: 1 1/2 = 1-0" SCRLE: 1 1/2 = 1-0" 1n EA STARTER STRIP SEA FINISHTRIM 2tinuos along each edge FacenaA 12. Pang ihem Constructionbeginspnswtlhwallped tel A,B,Cand O g 1BEA VINYL"J"CHANNEL Continuousheader to 48d Toenail 12. PanelALay 2"x4"battomplate(pre-drllledtofltover anchor bol[ FINISHING STEPS BEA ALUMINUM"F"CHANNEL stud locations)and 2"x4"sop plate for Panel Aside by side,and mark 2"x4" 30. Tom outdoor openings with lambs and casing,and trim eaves Trusstoplate 38d Toenail stud positions 16"on center as shown on REAR FRAMING ELEVA- and all corners Install side door and window BEA ALUMINUM VENTED SOFFIT P 1"brace to each stud 2Btl Facenall TIONef face of first find the at center ims of end lsme Nail from 13 FA 6"ALUMINUM NAILS endplate31. Install overhead garage door following manufacturer's inscuc- 4 LB 2"ALUMINUM NAILS the outsidendbt face of stud to the cantor tine of the 85W l ng Nail through 1 by sheathing or 28d Facenall m antlbattom latesto tions 1LB BOX 1'EAHING UM TRIM NAILS p p pre-cut Q'8%"long)using two 16 LB 7%"SHEATHING NAILS less,each bearing 16-penny nails at each connection. 32. Paint orstain siding and trim as desired following manufacturer's OVERHEAD GARAGE 25X6' SIIRBIXRD OVERHEAD GARAGE OVERHEAD GARAGE Widerthanl bye 38d Facenall directions DOOR 25X6' SURROIIpD DOOR 2'%B' SURROUND sheathing,each bearing ©1993 by Home Planners,Inc 2'x4' JAMB & CRIPPLE 25x4' JAMB 8 CRIPPLE 2'x4' JANE & CRIPPLE DOOR STOP DOOR STOP DOOR STOP 0�0[nC�5�G30G MOCM�G�OO[n�. 4 2"X4• CRIPPLE 2'X4. ORPPLE 25X4' CRIPPLE NIB TRIM 1x8 TRIM 1x8 TRIM 1X4 TRIM 14 TRIM 1x4 TRIM VINYL SIDING PRE-ENGINEERED WOOD flWF 1X FLARING OVER GABLE TflU55 AT 24' D.C. 4kB' BIWVED 1/2' SHEATHINGTRUSS 1/2' SHEATHING APD ICATIO FOR SIDING /����� _ BIDING HAonceAM SIDING J-CNAFRNQ APPLICATION JoC/�///// 2x4 TIE PLATE O 3WN90 1MH[ L Con. rJx�[�J ❑ GS. JG^QG�1[� OO NJC G�C�C o D❑N. JA 0 W[� z%4 TOP PLATE ( SOCRLE. 1 1/2" �l'-0" OPLE11//2" 4�1❑0" SCRLE 1 1/2" = V-0" r o BEAM HEADIER) MICRO-LAM Ll SEE EAVE DETAIL SEE EAVE DETAIL ifs o N o 02X8 HEADER go Na Vv1I n �au1 9070 OVERHEAD GARAGE 2'x4' TIE PLATE 2'x4• TIE PLATE 25X4' TIE PLATE �s mF jk\{„ DOOR 5 2x4 PRECUT WALL -art 2'x4' TOP PLATE 2'x4' TOP PLATE 2k4" TOP PLATE N`J' ,- � STUD AT 16' O.C. \ 0� �7 W1e. Y.Y GArt{a�GSf, ��1tio5" av-a'' C. HARDBOARD SIDING VINYL SIDING 1HE 3/4•x9 1/2' 2R 3/4519 1/2' MICRO-LAM BEAM ST TER STRIP MICRO-LAM BEAM J-CHANNEL T-TYPE WINED (HEADER) W/ T FLASHING BEnDEA) MI 3/4'x9 BE BRACING FROST FOUNDATION STEM WALL v KA1111 BEAMHEA EAI 1/2' SHEATHING 2'x6' SURROUND 1/2' SHEATHING 25X6' SURROUND 2X4 TREATED BOTTOM ( \SIMAOIITD PLATE �OOY (�fvI C-e FOUNDATION FOOTING 1x4 TRIM 1x4 TRIM POST) OVERHEAD GARAGE OVERHEAD GARAGE k Fir- `CLr6- lw 5'h rxa cj,,q . �'t4OVEREAD GARAGE 1x6 TRIM DOOR 1x6 TRIM DOOR v ^�""' tit x,DOORpt� I� WOO STOP pI�1�IL.BII�� f�1 ggDOOR STOP 2 OV/� 9MIN A ❑ OB'-e. Emily. 2 Ol/IJIr'�WL9 A ❑ 0r19. OFIT. 0 OM[�AKH AO 0F. My. l�OuVu uVuOLIV OLS ll Lr�1�L�� /r-v111U0 �I�ll 11 L70UL� L4'_0' L4�-0. L4'-0- L -3'-93/4 L4•-0• L4.-T L4'-0• � 5CRLE: 1 1/2" = V-0" SCRLE: 1 1/2" = V-0" SCRLE. 1 1/2" = V-0" FLASHING FLASHING (212%8 HEADER '(2Y1xB HEADER SCRAP--SII 2'x4' TOP PLATE 1N4' CORNER 2k4• METAL CORNER 25X4' VINYL CORNER 25X4' ' r BOARDS WALL STUDS TRIM WALL STUDS TRIM WALL Si PRE-ENGINEERED WOOD ROOF TRUSS f 1EAU d tlEBO. 7 T5P S� 1/2' SHEATHING GIOOVED SDING HATDOASRD OA 1/2' SHEATHING 25X4• VINYL SIDING 2'x4' 25X4' WALL STIRS 2k4' TIE WF=jWALL STUDS WALL STIRS PLATE 4x8' {9i0OVED HARDBOARD VINYL w-SCRAP SIDING SIDING SIDING TRUSS TO PLATE 2'X4' WALL STIES 1/2. )MIT DIM. 1/2. UNIT DIM. CONNECTION AT EACH RpUp{ pp 11DI1GH OP 15-9 3/4' 15'-9 3/4' TRUSS (OPTIONAL) JAM JAffi 0p5r'ODD nMG SPL�M�� 40 TOTABLE G100 - RHIMAMLAYOUT NON000�609MR04 019TAUL PLAM CONN. SCR E: SMILE: NONE�Q �- �O �_ Q5DG 12 V C�OGvJ�u G3NUL���� nM G��La�nl� CE�34CEL��OL� CL�LMCQ40Of�1� pQ�C � C �fdLa ►��OO [nvl� 14'-0' 14'-0' SCALE- 1/4"-1'-0• SCALE: V8'-1'-0' T2 32'-0• 4 7 32-0 79" 1'-1111' 24' 24' 24' 24' 24' 24' 24' 24' 24' 24' 24" 24' 24' 24' 1'-tl%' 4!" 3'-4' 4'-0' 3'-4' 4'-0' 4'-W 3'-4' 4'-0' 3'-4' TRI FASCIA PRE-ENGINEERED fl00F TflU55 METAL GRIP SHINGLES TRIM 24' O.C. r — — — — — — — — EDGE 1% FLPAIM FOp SIDING AT BOTH GABLE EMS — — — — — — — — — — R— — — —30'-9 — — — — — — — — — — — —a ° II _ 1313 ❑ ❑__ 1 — HARDBOARD 4�8" rI �fi'E —��18 SIDING 00000000000TRIM 31/2' 6'-0' 1/2'2X4' TIE PLATE 0000 0000 0000k4' TRIM . . II�'II�I L�II, II�IL�11� II� 2.-0. ❑❑❑❑ 13❑❑ 00013 16DWDDDDDDDBDDDNBD1BD.13 ❑ �D' �i6' �III16' 'II�I ' lE(CAVATEO NOTCH STEM WALL N 6' FOR DOOR ' ' - 4' CONC. SLAB OVER 9070 O.G.D. 9070 k4' TW PLATE NTE: VERIFY ROUGH OPENING 4' GRAVEL BASE W/ CABOVEE CONS. __ _ _ _ _ _ _ __ _ __ __ _ __ WMFGR. SPECIFICATINO-FROST— _ 6k -292.9 W.W.F. _ _ __ __ _ _ _ __ __ _ _ _ ___ _ _ __ _ PANEL 'G' TOP / �3 14' (TYPE-PANEL 'H'1 ° PANEL 'I & 'J' 9' FROST CONSTRUCTION SHIM SPACE SHIM SPACE SHIM SPACE t fiWl 12YLx8'S • t ~ ~ r r 2k4' WALL STUDS READER) (2h 3/4X9 1/2' (211 3/4k9 1/2' (2h 3/4k9 1/2' p " - 4 IrW ODV� LS LS LS V G=A��❑0 DV ti MICRO- BEAM (SEE MICR&UL BEAM ISEE MICRO LAM BEAM (SEE AT 18' O.C. I m t HEADER DETAIL) r HEADER DETAIL) HEADER DETAIL) r o & CRIPPLE 2X4' JAMB & CRIPPLE 2 I ANCMR BOLT LOCATION I HARDBOARD SIDING SCALE: VB'-T-O' " gq I ANCHOU ° 2 I k4' JANEg [E g NOTYPE WALL BRACING " g I i%6 W/ 4 q k4' JANE & CRIPPLE q NO INTO STUDS AR I I ;0 2k4' CRIPPLE r BOTTOM TIE PLAT�ATm - ALUMINUM 2"x4' CRIPPLE r 2k4• CRIPPLE m METAL DRAP SHINGLES FASCIA 4 I ? SLAB AT DOOR-NO-FROST SLAB AT OOOR-M fflOST SLAB AT DOOR-NO-FROST < a TOP OF STEM WALL I < EDGE 4 0'0' ELEVATION I Ig SLAB AT DOOR-FROST NZ SLAB AT DOOR-FROST ,o ;r a SLAB AT DOOR-FROST a I 6' 6' 6' 6' 6' 6' 6' 6' 8' D' 6' 6' 8' 6' D' SEE DIMENSIONS • VINYL 1313❑❑ 1313❑❑ 1313❑❑ r VINYL COPoEA I 1R' (TYPICAL) FOR I SIDING TRIM 5' 9'-0' 5' 9'-0' I ANCHOR BOLT SETBACK ? 0000 0000 : 0000 : A'-8 1/2' 13'-8 V2' 1313❑❑ 1313❑❑ 1313❑❑ PANEL 'G' PANED 'I' PANEL 'J' PANEL H' PANEL 'F' PANEL D' 4 I ° 4 ik4' TRIM 9'-6• 9'-6' a C 1313❑❑ 1313❑❑ 1313❑❑ HEADER LENGTHelHEADER LENGTH HEADER LEGTH 902044 WALL FORA Aiy ON(p 6LIEVAT00H • > I 9070 O.G.O. 9070 O.G.D. 9070 O.G.D. 32'-0' NO-FROST—+f _ ___ _ _ T STARTER STRIP SCALE: 1/441'-0' taus. i__ __ __ __ __ __ __ _ _ _ __ _ _ _ _ _ __ _ _ _ _ __; o - -- ---- - - - -- -- -- --- - - ---- - -- ---- FRONT VALL FRL,iG✓nID IN 19WIV TOCONn1 14-0' 14'_0• SOLID LINE SHOWS EDGE OF ° 1 4 FOUNDATION WALL-DASHED LINE4 FROST CONSTRUCTION J SCALE: 1/4%1'-0' 4v WF- SHOWS EDGE OF FOOTING. d I S MST CONST. ONLY) 324' • I I ��Ouy u ��� y 7``V��OuV al" 1'-l%" 24' 24' 24' 24' 24' 24' 24' 24' 24' 24' 24" 24' 24' 24' 1'-11%' i1" PR ' TOP CI fyR - I VINYL SIDING SCALE: VB"-1'-0• 24' D.C. INEHiED POOP TRUSS 4 FROST CONSTRUCTION 0'-0' I 4 1% FURRING FOR SIDING a NO-FROST CONSTRUCTION D'=4' I ° —AT BOTH{ GABLE ENDS �I ��� ���� �� 1x8 FASCIA 18' 18' 18' 16. D' i6' 18' 16' 18' Lib' 16' 16' 16' 16' D' D' 16' 16' 16' 1B' SHINGLES TRIM �1—�(—�I— �1—�(—�(—� , > > L — — — — — — — — — — — — — — — — — — — — — — — — — — J KETAL DRIP 2'x4' TIE PLATE — — — — — — — — EDGE 16'-0• 12'-0' NOTCH STEM WAIL B' 4k8' GROOVED 1313❑❑ 1313❑❑ 1313❑❑ —1X4' CORNER 3 V2' 8-0 1B'-0' 7'-5' 3 V2' 3'-2' FOR GARAGE DOOR SIDING WARD 3K' (ABOVE) 000® 0000 0000 10'-3' 10'-3• D'-3' 1313❑❑ ❑000 1313❑❑ (2)2x8 NOTES VERIFY AIX%,ri OPENING HEADER W/MFGR. SPECIFICATIONS �11 ❑13013 01300 1313❑❑ 1X4' TRIM 9'-0' 15' 9'-0' 15' 2k4' TOP ELATE 9070 O.G.D. 9- O.G.D. -- - - NO-FROST-�f __ __ ___ _ _ __ _ __ __ _ ___ _ __ __ ___ __ _ 1 32'-0' C0145. `_ _ _ __ _ _ _ __ _ _ __ _ _ _ _ _ _ _ __ _ _ __ _ ___ _; m 2"X4' WALL STUDS — FROST TnT HnTTT���� //�� 5� Tf���n PLAN /� T;�� _ __ _ __ __ __ _ _ _ AT 16' D.C. I�OUHUL�=.1 II 9E0H PLS L= N SCALE° 1/4"-1'-0" FROST CIX45TpI1CTI0N T�n�2 tin nn T-TYPE1 ALL BRACING— (FROST RACING NOT (FROST CONSTRUCTION SHOWM FROINcir LS�� y Q��OuV 2X4' PRESSURE TREATED BOTCH I TIE PLATE 32'0' 4k8' GROOVED SIDING SCALEz VB%1'-O" IlPANEL 'A' PANEL b' m 181-01 'i 48' D' 16' 16' 10' 18• 18' 18' 18' 'IB' 1B' 16' 16' D' 18' 1B' 18' 18' 18' 36" 18' 18' 18' i6' E 18' D' 16' TB' 18' 18' 18' 18' 18' 16' 16' 16' 18' 18' D' 18' 16' 16' %• SHINGLES 18'-0' 'IB'-0' p'-B 1/2' TJ'-8 V2' ¢P GFCI �P GFCI 3068 PBEHLNG PANEL D' PANEL 'A' PANEL 'C' I� ^ PANEL E' STEEL DDDR ? 9911ArN WALL F-94 "QMOfn`11 P EL19YATOEBM LC�I�SP Mn7QLL frzG�lQ�M'lO�lCm 61�CMQ51'OO�nI EXTERIOR SIDING (SEE FRONT ELEVATION SCALE: V4'•1'-0' SCALE: 1/4'4'-0' m CORNEA DETAIL FOR SPECIFIC SIDING �O SEE DETAIL FOA SPECFIC APPLICATION NOTES) SIDING APPLICATION 12 TRUSS WOOD ROOF 4 YP f _ _ ___ _ _ _ _ _ ___ _ _ _ _ _ _ __ __ _ _ __ _ _ _ _1 14•_0• _ _ _ _ __ _ __ _ _ __ ___ _ _ _ _ _ _ _ __ __ ROOF SHINGLES OVER NG ELT ON Y' po 2 n Irl 211 2lY/7 n��a� __ _ _ __ __ S''EXTERIOR PROOF SHEATHING LSG=dW LS LS LS V G=� ^:a ELECTRIC SERVICE R 4' IS OPTIONAL 08' GTODVED SIDING SCALE: 1/B'-1'-O' / T2' VINYL SIDING HARDBOARD SIDING 4 2X4' TIE PLATE 2k4' TIE PLATE ®® EXTERIOR SIDING 2k4' TW PLATE (SEE FRONT ELEVATION 2k4' TOP PLATE FOR SPECIFIC SIDING SEE DER ILS F MATERIAL 3068 PRERNG APPLICATION NOTES) SEE G APLI FOR SPECIFIC NSE EE EDETAILBASED STEEL WOR �® SIOIM APPLICATIONS ON SPECIFIC SIDING (4)(8' GROOVED SIDING SHOWNI APPLICATION-NPJ R _ _____ _ __ _ ___ _ _ T `P aD 2'%4' WALL STIRS . 18' O.C. m 4 q S 9 FINISH MATERIAL n y EE DE I�1 l�IILLII11G� 21I 2tYn 4 f�� "r NPN+ '4 r N SIDING AAPPLICATIONTILS FOR $ECIFIC 4W� W II IM LS IS LS v u SCALE: 1/B'-1'-0' g (4k8' GROOVED SIDING SHOWN) 8' GROOVED OVERHEAD DOOR JAMB DETAIL VINYL SIDING HARDBOARD SIDING 2k4' (PpESSIM TREATED) BOTTOM PLATE W/ %X12' ANCHOR BOLTS (SEE FOUNDATION PLAN 9'-0X7'-0' OVERHEAD GARAGE DOOR9'-0X7'-0" OVERHEAD GARAGE DOOR 9'-Ok7'-0' OVERHEAD GARAGE DOOR FOR SPACING) TOP OF CONCRETE VARIES SLAB ELEV. 0-2' T.O. SLAB 4 T.O. STEM S' 9'-0' 15' 9'-0' 15' 9'-0' 15' ® T FLASHING EXTERIOR SIDING (T-1-11 SIDING (SEE FROM ELEVATION 'o ' e PANEL 'G" PANEL 'I' PANEL 'J' PANEL N' DH 3032 ONLY) FOR SPECIFIC SITING iO ° '•�' APPLICATION NOTES) fy , o r '. 4' (RAVEL BASE 4' GRAVEL BASE •. S .o FLOM PLLanM SCALE: 1/4"-1'-O' i (I R®ARB 12' 4' CONCRETE SLAB W/ f __ _ _ __ _ _ _ _ _ _ _ _ __ _ _ _ __ _ _ _ _ _ _ 1 6X8'-2.9%2.9 W.W.F. 4' CONCRETE BLAB W/ 896 SQUARE FEET 1'-8• 6X6'-2.9x2.9 W.WF. �r YYp f�1I WALCONCRETE STEM —.., NOTE_ GREAT CARE AND EFFORT HAVE GONE INTO THE CREATION OF THE DESIGN AND ENGINEERING OF THESE PLAN AND BLUEPRINTS u V uV G�l❑O fry-W0�5f' COO t(uJ4G�MC�4�0O fnl SIDING OPTIONS - ~ HOWEVER. BECAUSE OF THE IMPOSSIBILITY OF PROVIDING ANY PERSONAL AND/OR 'ON-THE-SITE' CONSULTATION. SUPERVISION. AND (2)'4 REBARS CONTROL OVER THE ACTUAL CONSTRUCTION. AND BECAUSE OF THE GREAT VARIANCE IN LOCAL BUILDING CODE REOUIREMENITS 08' GROOVED SIDING SCALE: 1/8'•1'-0 0(8' GROOVED SIDING AND OTHER LOCAL BUILDING AND WEATHER CONDITIONS, 84 LUMBER ASSUMES NO RESPONSIBILITY FOR ANY DAMAGES, INCLUDING VINYL SIDING VINYL STRUCTURAL FAILURES WE TO ANY DEFICIENCIES. OMISSIONS. OR ERRORS IN THE DESIGN OR BLUEPRINTS. IT IS RECOMMENDED HARDBOARD SIDING fl O�Illl6 fC2�Sr�011fl HARDBOARD 1 4' THAT YOU CONSULT A LOCAL ARCHITECT OR ENGINEER OF YOUR CHOICE. AND CHECK WITH YOUR LOCAL BUILDING OFFICIALS. LS HIV JLC II I1V PRIOR TO THE START W ACTUAL CONSTRUCTION. P59OMQ �Ob&9404���00R SCALES 1/2'-1'-O'