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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-Z 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 /BuAding Inspector Rev. 1/81 s 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 AUTHO ZED) QQ Date....... ....... . -;.;.z 2=.................. 19.. 9 N2 23019 Z Permission Is hereby granted to; ..............`.... ... ..................... ............... ... ... ...... .. ...... .. .... .. .......�. . . ......... ......... ., ... to.... ..... Q .. ..... ...... . ... ......, � ..... . . . ................. / .-.. ......... ... . � � . . . ......... .. °.. ... ........ ................................................................................................... ........................... ................ at premises located at......... ®�,?..�1.......... . ...... .. ............. ... ................................. ...................... ..........................&.. .. ...................................... f .` ,............... , ............ County Tax Map No. 1000 Section .......�.1.'z.... Block........ ............. Lot No. .l. ............. pursuant to application dated ................... ....., 19.,Q� ........, and approved by the Building IInspectoL 67 Fee$../..��.... s ...... . .......... ................. ......... . Building I spector Rev. 6/30/80 L___ � TO(viv OE SOLITHOLD3Ui!DI�iG DEPRT`1EN121990 TOWIN BALL P �' 755-1802 ()F DEFT12PTIC.-TIO 7 R CERTIEICATL OF OCCUP NCX OF S®�3TH0LD A. This appiication must be Flied in ov tv-pewriter OR ink and submitted to the buildin,, inspector with the following: for new building or new use: L . final su rTev or oroDerty with accurate location of all buildings, 7roperty lines, streets, and unusual natural or topographic Features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form) 3 . Approval of electrical installation from Board of Eire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of Io lead. 3 . Commercial building, industrial building,. multiple residences and similar buildings and-installati-ons, a certificate or Code Compliance from architect or e^_gineer responsible for the building. o. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to 'A'.pril 9, 1957) non-conforming uses, or buildings and "pre-existing" land uses: • 1 . Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and a consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasoris therefor in H-riting to the applicant. C. Fees 1 . Cert ilicate of Occupancy - New dwelling 325.00, Additions to dwelling S23.00, Alterations to dwelling $25.00, Swimming pool $25.00, :accessory building 325 .00, Additions to accessory building 525.00. Businesses S50.00. 2. Certificate of Occupancy on Pre-existing Buildins - $100.00 J. Copy of Certificate of Occupancy - .25,-. 4. Updated Certificate of Occupancy - $50.00 5. Temporary Certificate or Occupancy - Residentiacl15.00, Commercial S15.00 Data . . .�?� . .. . .�. . . . J . J.J. . . . . . . . . . . . . . . New Construction. . . . . . . . 0ld Or Pre-existing BuildiCCng. . . .1.l. . . . . . . . . . . . M I r I/ Location of Property. . . .a d.5r . . .� . . ._IU?W S.LJ. c4.LK . . .�N".! .�. . .L'.J� i4l,�c ►\. . . . House No. Street II Hamlet Onwer or Owners of Propert7. . ( :L1. 1 �GLI�e� . -, GtIr, . LO,c� N� YT✓1 �' id jc . . . . , County Tax Map No L000, Section. . . . . . . . . . . . . .Block. . . . . . . . . . . . . . . .Lot. . . . . . . . . . . . . . . . ... . . . . Subdivision sy. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . .P Ha n an. . . . . . . . . ./. .L .. ot. . . . . .. . . . . . . . . . . . . . . . Permit Vo., c.3?.Loj. . . .Date Of Permit. . J�a. Health Dept. Approval. . . . . . . . . . . . . . . . . . . . . . . . . .Under-writers pproval. . . . . . . . . . . . . . . . . . . . . . . . Planning 3oard Approval. . . . . . . . . . . . . . . . . . . . . . . . Raauest for: Temporar-T Certificate. . . . . . . . . . . Final Carticate., . . . . . . Fee Submitted: 3 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ��✓�.�f . . . . . . . . . . . . �o ��G65 THE NEW YORK BOARD OF FIRE UNDERWRITERS PAGE 1 1175003 BUREAU OF ELECTRICITY F 85 JOHN STREET, NEW YORK, NY 10038 Date AUGUST 28,1996 Application No.on file 11991696/96 N 395526 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 MR. NORTHRIDGE, 2055 NEW SUFFOLK AVENUE, MAATTITUCK, N.Y. in the following location; ❑ Basement ❑ 1st Ft. ❑ 2nd Fl. GA-d/OUT .Section Block Lot was examined on AUGUST 23,1996 and found to be in compliance with the National Electrical Code. FIXTURE FIXTURES RANGES COOKING DECKS OVENS DISHWASHERS EXIiAUST FANS OUTLETS RECEPTACLES SWITCHES INCANDESCENT[FLUORESCENT OTHER AMT. K.W. AMT. K.W. AMT. K.W. AMT. K.W. AMT. H.P. 5 2 5 DRYERS FURNACE MOTORS FUTURE APPLIANCE FEEDERS SPECIAL REC'PT TIME CLOCKS BELL UNIT HEATERS MULTI-OUTLET DIMMERS SYSTEMS AMT. K.W. OIL H.P. GAS H.P. AMT. NO. A.W.G. AMT. AMP. AMT. AMPS. TRANS. AMT. H.P. NO.OF FEET AMT. WATTS SERVICE DISCONNECT NO.OF S E R V I C E METER NO.OF CC.COND. A.W.G. A.W.G. A.W.G. AMT. AMP. TYPE EQUIP 1-0 7W 1.0 3W 3 0 3W 3,Y 4W PER . OF CC.COND. NO.OF HI-LEG OF W.G. NO.OF NEUTRALS Of NEUTRAL 1 200 CB i X 1 2/0 1 2/0 OTHER APPARATUS: G.F.C.I:-1 Q.C. ELECTRIC INC. LIC.#3823 l_ L F.O.BOX 518 LAUREL, NY, 11948 GENERAL MANAGER 11 Per i 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 DEFT. INSPECTION [ ] FOUNDATION iST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] SULATION [ ] FRAMING ¢ ] FINAL [ ] FIREPLACE & CHIMNEY REMARKS: DATE 1 L INSPECTOR hOA,,,l �� 70-1802 BUILDING DE". INSPECTION [ �OUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY REMARKS: f f 6Y a DATE ; .� � INSPECTOR FIELD—INSPECTION—REPORT_ DATE COMMENTS------------- -- FIELD ---------- --------�___=====I�=---- ------------ITS -- _------------------------- -------— --- II II H if FOUN►)ATTON ( IST) i u_-- --------- --------- _ II j FOUNI)AT.ION (2ND) ------------------------------------------------------ - -------------- ------------------------------ >f II ROUGH FRAME & it ----If PLUMBING II r II -- — II cn INSULATION PER N_ Y. IIif h H STATE ENERGY II II CODE II �- - FINAL. If —II ADDITIONAL COMMENTS: hd _ H � V r� BOARD ' OF HEALTH . . . . . . . . . FORM NO. 1 3 SETS OF PLANS . . . . . . . . . TOWN OF SOUTHOLD SURVEY . . . . _ _ _ _ . . . . . . . . . . BUILDING DEPARTMENT C1fECI: . . . . . _ . . . . . . . . . . . TOWN HALL `S.EPTIC FORK _ . . . . . . . . . . . . SOUTHOLD, N.Y. 11971 TEL.: 765-1802 t"DT I P Y CALL Examined . . . . . . .. 19 . . . KA I L TO : �1rPermi Approved . . 19/ t No. , , . . . . . Disapproved a/c . . . . . . . . . . . . . :1196z (Building Inspector) LIGATION FOR BUILDING PERMIT Date . . .7 . . . . . . . . . . 19 INSTRUCTIONS a. This application must be completely filled in by typewriter or in ink and submitted to the Building Inspector, with 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 street: or areas, and giving a detailed description of layout of property must be drawn on the diagram which is part of this appli 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 Pen-nit to the applicant. Such permi: 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 Occupancy shall have been granted by the Building Inspector. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance"of the Town -of Southold, Suffolk County, New York, and other applicable Laws, Ordinances oz. 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 tc 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 builder. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . :. . . . . ... Name of owner of"premises,. M."IlA,t7d Nq F, X-o q.. • Ne, ►-f�t o� � � (as on the tax roll or iltd'A deed) If applicant is a corporation, signature of duly authoriaed.officer.' . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . =- -- _ (Name and title of corporate officer) (`E 4U=11 Builder's License No. . , D tt) lVel� SPA' t; }ON - Plumber's License No. , .�.W tv 2 $ TO 50 I Electrician's License No. .� 6 , , , Other Trade's License No. w A)qf- 1. Location of land on which proposed work will be done. . , . . . . . . . . . . . . . . . . : . . . . . . . . . . . . . . . . a. �s '. . . . . . . . . . . . . . . . . �'�.S. - - a.�. .��e . . . . . . .. . . . . . . . (;-.k ... . . . . . . . . . . . . . . . I-Iouse Number Street Hamlet County Tax Map No. 1000 Section . . , , Block . . . . . . . . . . : . . . Lot . . . . . . . . . . . . . . . Subdivision . . .. . . . . ... . . . . . . . Filed Map No. . . . . . . . . . . . . . . . Lot . . . . . . . . . . . . . . . (Name) 1 State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existinguseand occupancy :. . . . . . . . ... . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . b. Intended use and occupancy . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . -3. Nature of work (check which applicable): New Building V. , , Repair . . . . . . . . . . . . . . Rem � • • • Addition . . . . . . . . . . Alteration . . . . . . . . . . Removal . . . . . . . . . . . . . . Demolition Other Work . . . . . . . . (Description) 4. Estimated Cost . . . . . . ./, ,6 . . . . 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 . S!l Rear Height . . . /.?.., , , , , , , , Number of Stories . . . . ,/„ Depth . . .A. , , , , , Dimensions of same structure with alterations or additions: Front Rear Depth . . . . . . . . . Height :. . . . . . . . . Number of Stories . . . . . . . .• . 8. Dimensions of entire new construction: Front Rear ,�a i • . . .Height . . .Z . . . . . . .� . . . Depth . . . .oZ. . . . . . . . . Number of Stories: • 9. Size of lot: Front . . . /4P.! . . . . . .'. . .. . Rear. . . . . . ./.�S� . . . . . Depth. . . . . . . . . . . . : . . . . . . . . . . 10. Date of Purchase .. . . . . . . . • • • • • • •�• • . , , Name of Former Owner11. Zone or use district in which premises are situated , ii ' ' ' ' ' _12.. Does proposed construction violate any zoning law, ordinance or regulation: ,/,U6 . . . • 13. Will lot be regraded .A,' Will excess fill be removed from premises: Yes 14. Name of Owner of premises/lti lf�t-� 1y"6-f* i,c� au ° �c:Address 9PYF/:I EA Skf('a,(� `phone No. ,�14.2 cr$.clg ,( . ' Name of Architect ./.VAPV ;, . . , , • , , , , , , , , , . , . Address . . . . . . . . Phone No. Name of Contractor ,/,t!ow,<, , Address Phone No. 15. ' Is this property within 300 feet of a tidal wetland? *yeS, No. , e P. . *If yes, Southold Town Trustees Permit may. .be required. • • • • • JW 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. �� PPRO ED S NO I IMF'PA , ��/�}Jj DATE: p {/ .7 7 s ID.P 7J'R FEE: NOTIFY. BUILDING a �6 a� 765-1802 9 AM TOO 4 FOR THE is FOLLOWING INSPECTIONS: TO C �m v R ' 1• FOUNDATION - TWO REQUIRED FOR POURED CONCRETE , 2, ROUGH - FRAMING & PLUMBING INSULATION .4. FINAL - CONSTRUCTION f'111UST 13E COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE N.Y UNDERyyR STATE CONSTRUCTION & ENERGY ITERS CERTIFICATE ES: NOT RESPONSIBLE FOR REQUIRED N OR CONSTRUCTION ERRORS �"J� 7 ii> I f�:; ;,fin•' . "-.tf• ;TATE OF NEW YORI {� = . AUNTY OF + . ' ' ' ' ' ' ��`�~ � t . . . • • , , . . . . . . . being duly sworn, deposes and says that he is the applicant (Name of individual signing contract) Bove named. `.e is the . . . . . . . . . cv w P . . . . . . . (Contractor, agent, corporate officer, etc.) f said owner or owners, and is duly autliorized 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 this /.nday of. . . r . . ., 19 -otary Publice- t< ,?-L. 41. . . . . . . . ounty HELENE D.HORNE Notary Public,State of New York . . . . . . . . No.4951364 ( gnature of applicant) Qualified in Suffolk County(�;,� Commission Expires May 22, 1 John F. : Par kin 125.00N.8 6'39`4 `E `- - - . t01 hrri 1<1 _ ,� Y• toll 013 � f a h - s7aQp N •`.y � e •G •�� � - .� .� ,; ¢v l � ALL; , 9383, CO_ i ^ , /00 OO, - SURVEY FOR S�F MILL ARD A. NORTHRIDGE, III MA R Y LOU NORTHRIDGE MATT/TUCK . TOWN OF SOU THOL D ' i SUFFOL K CO., A/. Y GUARANTEED TO= , SOUTHOLD SAVINGS BANK SCALE" / �� 40 SECURITY TITLE :a GUARANTYLV MAY 20, /970 NOTE: . =MO NUMEN T ALOEN W YOU ! STAKE PROFESSIONAL ENGINEER AND LAND SURVEYOR,N.Y.S.LIC.NO.12845 RI VERHEAD, MY ISOMET_01111RE V IE W MITT It SO � - ��� \ III����,,� ■lye.�� :• �1► �q\III ►\10-� �ilj` _ III . 1�i,...•1 �� �: � � I � �� � \ � �u I'■II�I�� \,I� milk,, 1,,1111 ;�\� ,• � �.1,`,III .\ .� \,',\!I ��'� ` � \\\..,� I 1 I �4\�) •\ III■1\ I \I� ���� ` \ \ \I�.1III !� �I`q`I \ •.•\; o111lII �., �\.' l III\\—•�, '�� \ \ \� Ail' \I�;�► �• � ` �\ �. `jam\' III F., 1►�111 \. ,.� ��s , \, ��.- �� .\,:► �/ Ili ZI����.� �,,\ ��/�i�l� � �I ail I��' •� � � :• , ., ... -��� �\ � ��\��,, �,, ��'illl� / ; I�I/ilk �„• - � P0011 % C � MM NO DETAILS AND SCHEDULES 1 1 12'x4' TOP PLATE , FLASHING FLASHING M8 HEADER M8 HEADER 1: cli PRE—ENGINEERED itcm II ROOF TRUSS L cm HARBOARD OR - ,i r•��VEQ SIDINGSIDINGVINYL 2*NX4" TIE PLATE TRUSS CONNECTION AT EACH ROUGH 1�ROUGH OP • (OPTIONAL) IT 0. u: JAffi t9 0 6G�OOMC�O �OOU(n�6 �1LaC�O�OQG�O �UO��n1C� NIUft`9�'ll� ��ODU`�1G PRE-CONSTRUCTION STEPS 13. To attach metal"T-Type"wind bracing,first check that panel is ROOF SHINGLES ROOF SHINGLES ROOF SHINGLES 4X8 GROOVED SIDING . . . . . . . . . . 81076-99 square.Then position metal'7-Type"wind bracing at an angle from VINYL . . . . . . . . . . . . . . . . . . . . . . 81077-99 HARD BOARD SIDING PACKAGE 81074-99 1. Carefully study this plan,reading all instructions before beginning the outer corner of the panel top down to the bottom plate.Mark the RED PRE-ENGINEE ROOF PRE-ENGINEERED ROOF PRE-ENGINEERED ROOF- HARDBOARD . . . . . . . . . . . . . . . . 81078-99 QUANTITY SIZE DESCRIPTION construction on the garage.Check with local building officials regard position of the bracing on each stud.Use a circular power saw to cut TRUSSES AT 24" O.C. TRUSSES AT 24' O.C. TRUSSES AT 24" O.C. 33 EA 1/2"X4X8 EXTERIOR SHEATHING BOARD mg building codes,permits and frost conditions.If an independent into studs at each mark.Nail brace with two 8-penny nails at each FRAMING PACKAGE 81070-99 80 EA 12"X16' HORIZONTAL HARDBOARD SIDING contractor is pouring garage slab and foundation,skip Steps 3 stud and top and bottom plate.Repeat this step for all corners. 1/2' ROOF SHEATHING 1/2' ROOF SHEATHING 1/2' ROOF SHEATHING QUANTITY SIZE DESCRIPTION 4 EA 1 X6X16' GABLE RAKE BOARD through 10. 14. Repeat Step 12 and Step 13 for wall panels B,C and D(see 4 EA 2X6X16' SUB FASCIA 2. Plan garage location to allow for any limitaions on side,front and LEFT SIDE,RIGHT SIDE and REAR FRAMING ELEVATIONS). 1 EA 2X4X8' WALL PLATE TREATED ) METAL DRIP EDGE METAL DRIP EDGE METAL DRIP EDGE 4 EA 1 X6X16' EAVE FASCIA rear setbacks.Also allow enough room around the garage for easy 4 EA 2X4X14' WALL PLATE TREATED a 15. Note,regarding Panels C and D:Additional steps 2 EA 2X4X16' WALL PLATE TREATED 2 EA /e'"X4X8 BC PLYWOOD/SOFFIT entrance,exit and possible turn-around and for access to the side 9 9 ps are required to 2 EA 2X4X16' SOFFIT BLOCKING(RIPPED) door.Check with local utilities for any underground services.Soil add the door openings shown in the LEFT and RIGHT SIDE ELEVA 119 EA 2X4X925/e" PRECUT STUDS&CRIPPLES 3EA 10, METAL Z FLASHING should be tested to insure that it meets design loads set forth in TIONS.First,apply corner bracing.Second,nail 2"x4"jacks on each 3EA 2X4X12' TOP WALL PLATE 40 EA 12" METAL CORNERS General Notes. side of window and door openings.Third,cut 2"x10"headers to rough 4 EA 2X4X14' TOP WALL PLATE 3EA 1X4X10' OVERHEAD TRIM(HEAD) opening sizes shown on each panel.Lift headers into position,and IF 2 EA 2X4X12' TOP WALL PLATE 3EA 1X4X16' OVERHEAD TRIM(LEG) FOUNDATION STEPS nail to panel studs with 16-penny nails.Finally,install cripples as 2 EA 2X4X12' TIE PLATE 15 LB 8D SIDING NAILS 3. Carefully stakeout the foundation,squaring the corners by check- necessary.Nail into position using 10-penny nails. 2x6 SUB-FASCIA 2x6 SUB-FASCIA 2X6 FASCI 6 EA 2X4X8' TIE PLATE 18 LB 13/4"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 PLATTE TIE PLATE TIE PLATE 2 EA 2X8X8' HEADER/SERVICE DOOR& studs. Panel A up,placing it in position over the anchor bolts.Brace the WINDOW DOOR AND WINDOW PACKAGE 81075-99 BLOCKING F-CHI BLOCKING 6 EA 13/4X9 Y2X10 MICRO-LAM/OVERHEAD DOOR 4. Note:Ste 5 and Ste 6 pertain to NO-FROST construction;Steps panel securely with a 2"x4"brace,tack-nailed to a ground stake. 1 EA 1/2"X4'X8' 1/2"CDX HEADER SPACER QUANTITY SIZE DESCRIPTION 7 through 10 o FROST construction. P Place washer and nut onto anchor bolts and tighten down panel.Re- TOP PLANE TOP PLATE TOP PLATE 3EA 2X6X10' OVERHEAD DOOR(SURROUND) 1 EA 3032 DH WOOD WINDOW peat for Panels B,C and D. 1 EA 3068 PH 6 PANEL STEEL SERVICE DOOR 5. For NO-FROST construction(see BUILDING SECTION of plan), ALUMINUM FASCIAJ 3EA 2X6X16' OVERHEAD DOOR(SURROUND) 17. Repeat Step 12,Step 13 and Step 16 to assemble and erect 1X6 FASCIA TRIM 1x6 FASCIA TRIM 3EA 9'X7' OVERHEAD WOOD GARAGE dig trenches for footing of the monolithic pour.Build up foundation 8 EA T-TYPE DIAGONAL WIND BRACING panels E and F(see LEFT SIDE and RIGHT SIDE FRAMING ELEVA- ALUMINUM VENTED DOOR W/HARDWARE forms so that the top of form is 6"above original soil level.Remove ap- 2X4 WAILL STUDS 2x4 WALL STIRS 2x4 WALL STUDS 3EA 1 X6X10' HEAD JAMB/OVERHEAD DbORly TIONS). 3/8' PLYWOOD SOFFITJ AT 16' (O.C. 3/8" PLYWOOD SOFFITJ AT 16" O.C. SOFFIT AT 16" O.C. TRIM 78 LF DOORSTOP proximatay rebarin footing tren of soil ches in area Have provide building department offi of space to top cial 18. As panels are erected,attach 2"x4"top tie plates(see ELEVA- 3 EA 1 X6X16' LEG JAMB/OVERHEAD DOOR TRIM 2 EA 2X4X16' OVERHEAD DOOR HANGER 4k8' GROOVED HARDBOARD 1/2' SHEATHING VINYL 1/2' SHEATHING 22 LB 16D COMMON NAILS COATED MATERIAL check trenches and concrete forms before pouring concrete. TIONS).Lap at corners as shown on FRAMING ELEVATIONS and SIDING SIDING SIDING 20 LB 8D COMMON NAILS COATED 1 EA ENTRANCE LOCKSET 6. For NO-FROST construction,fill floor area with a minimums of 4"of nail plates together with 16-penny nails 8"on center. 2 LB 8D FINISH NAILS gravel and compactto within 4"of top of form.Install W6x6-2.9x2.9 19. Assemble and erect front wall panels G,H,I,and J using Steps ROOF PACKAGE 81071-99 welded wire fabric over gravel fill,and pour concrete to thickness 12,13 and 16(see FRONT FRAMING ELEVATION). NOTE:THE FOLLOWING MATERIALS NOT SUPPLIED BY 84 LUMBER. shown on BUILDING SECTION drawing.While pouring concrete, 20. Nail 2"x4"cripples on each side of overhead door opening. Q`Vf E 09T EL [�Q`Vf[5 []O 197-AQ . e� 9A&\ Vf[s , 91�'�ll..� QUANTITY SIZE DESCRIPTION LISTED FOR CONVENIENCE ONLY. PP P g• SCALE: 1 1/2" = 1'-0" SCALE: 1 1/2" = V-0" SCRLE: 1 1/2" = V-0" 17EA 28'4/12 PRE-ENGINEERED WOOD concrete lab,and etanchab bolts 134"infromedg ofc concrete in TRUSSES FOUNDATIOr!MATERIAL WO/FROST LIFE concrete slab,and set anchor bolts 1/4 m from edge of concrete on 21. Cut 2"x10"garage door headers to 9'6"long.Lift headers into 9 EA 2X4X12' TRUSS BRACING center points according to FOUNDATION PLAN and extend t©at position to rest on cripples.Nail to panel studs with 16-penny nails. QUANTITY SIZE DESCRIPTION least 21/2"above top of concrete.Move on to Step 11. 26 EA 1 X3X8' TRUSS FURRING/GABLE ENDS 22. Cut 2"x4"cripples and nail at 16"on center to top of garage door 32 EA 1/2'X4X8 112"CDX ROOF SHEATHING 18 CU YD CONCRETE FOUNDATION&SLAB 7. For FROST construction(see BUILDING SECTION of plan), headers.Add top plate to the top of the cripples,level with the top. 3EA 15# FELT PAPER FLOOR check local codes for frost-line depth and dig footing trenches to a 23. Add 2"x4"tie plates to remaining wall panels.Nail 2"x4"garage 896 SF 6X6-2.9X2.9 WELDED WIRE FABRIC P 9 ri 9 9 ROOF SHINGLES ROOF SHINGLES ROOF SHINGLES 11 SQ 215# FIBERGLASS SHINGLES 250 LF 1/2"DIA REINFORCING BAR depth of 6"below frost line.Place rebar in trenches.Have local build- door hardware surround to inside face of cripples. 100 EA 1/2' H-CLIPS ing official check location and depth of trenches before pouring foot- 1/2' ROOF 1/2' ROOF 1/2' ROOF 22 LB 1 Y 11 CU YD GRAVEL FILL a" ROOF NAILS ing concrete.Pour footing concrete and provide formed key in sit by SHEATHING SHEATHING SHEATHING 13 EA 10, METAL DRIP EDGE 28 EA 1/2"DIAX12 ANCHOR BOLTS W/NUTS& using a 2"x4"in the centerof the concrete which extends the length of PRE-ENGINEERED WOOD TRUSSES INSTALLATION WASHERS the footing.Before concrete is completely set,remove 2"x4". STEPS METAL DRIP EDGE METAL DRIP EDGE-= METAL DRIP EDGE--+' GROOVED SIDING PACKAGE 81072-99 FOUNDATION MATERIAL W/FROST LINE 8. For FROST construction,build foundation wall forms to a height 6" 24. Install pre engineered wood trusses at 2'0"centers as shown on QUANTITY SIZE DESCRIPTION w above grade.Have local building official check concrete forms before the FRAMING ELEVATIONS. 1x6 RAKE BOARD 1x6 RAKE BOARD 1x6 RAKE BOARD 33 EA 4X8 GROOVED SIDING QUANTITY SIZE DESCRIPTION pouringconcrete.Brace forms and our concrete to to of forms,to 4 CU YD CONCRETE FOR FOOTING P P P 25. Then nail plate connectors to each truss and to the top plates as 4 EA 1 X6X16' GABLE RAKE BOARD ping form sides to compact concrete and fill all voids.Set anchor bolts required.Use nails provided with truss package. ALUMINUM FASCIA 4 EA 2X6X16' SUB FASCIA 12 CU YD CONCRETE FOR FOUNDATION 13/4"in from edge of concrete on center according to the FOUNDA- 4 EA 1 X6X16' EAVE FASCIA WALLS MAY VARY DUE TO LOCAL TION PLAN and extend to at least 21/2"above top of concrete. SIDING,SHEATHING&R00FIRS INSTALLATION!STEPS 1X3 FURRING 1X3 FURRING J• CHANNEL 2 EA 3/9"X4X8 BC PLYWOOD/SOFFIT DEPTH REQUIREMENTS 1x3 SING 2 EA 2X4X16' SOFFIT BLOCKING(RIPPED) 11 CU YD CONCRETE FOR FLOOR 9. For FROST construction,remove foundation wall forms after con- 26. If you are using vinyl or hardboard siding follow Manufacturer's 5 EA 10' METAL Z FLASHING 896 SF 6X6-2.9X2.9 WELDED WIRE FABRIC crete has set.Backfill the exterior foundation walls with soil.The in- Instructions for proper installation methods.(Skip to Step 28) PRE-ENGINEERED PRE-ENGINEERED 250 LF 1/2"DIA REINFORCING BAR terior foundation walls should be backfilled with compacted soil to 27. If you are using4'x8'Grooved Sidingproceed as follows:Start WOOD ROOF WOOD ROOF PRE-ENGINEERED 8 EA 1 X4X8' CORNER BOARD 11 CU YD GRAVEL FILL within 8"from top of foundation walls. siding installation about 1/2"below top of foundation.Top edge can be TRUSS TRUSS TRUSS 3EA 1X4X1 6' OVERHEAD TRIM(LEG)WOOD ROOF 3EA 1 X4X1 ' OVERHEAD TRIM(HEAD) 28 EA 1/2"DIAX12 ANCHOR BOLTS W/NUTS& 10. For FROST construction,fill floor area with a minimum of 4"of nailed into 2"x4"tie plate at top of wall.Nail siding with 8-penny,non- 10 LB 8D SIDING NAILS WASHERS gravel and compactto within 4"of the top of the rear foundation and to corrosive siding or casing nails spaced 6"on center at panel edges and HARDBOARD SIDING NAILING SCHEDULE within 6"of the top of the front foundation at the overhead doors.This 12"on center at intermediate studs.Add"Z"flashing where indicated 4'x8' GRO13VED VINYL SIDING VINYL SIDING PACKAGE 81073-99 will pitch the slab 2".Install W6x6-2.9x2.9 welded wire fabric over on ELEVATION drawings. SIDING QUANTITY SIZE DESCRIPTION Connection Number and Size How Nailed gravel fill,and pour concrete slab to thickness shown on BUILDING 28. Apply 1/2"sheathing over roof trusses starting at the bottom of the V? SHEATHING 1/2' SHEATHING of Common Nail SECTION drawing.While pouring concrete,periodically lift welded truss(see ROOF SHEATHING LAYOUT).Stagger joints of roof 33 EA 1/2'X4X8 EXTERIOR SHEATHING BOARD Top plate to stud 216d End nail wire fabric to insure its proper placement in the concrete slab. sheathing so that joints on adjoining sheets do not occur on the same 4 EA 1X6X16' GABLE RAKE BOARD Double studs 16d C 16"o.c. Facenail truss.Check plans carefully to determine how far roof sheathing 4 EA 2X6X16' SUB FASCIA Built-up corner studs 16d C 24"o.c. Facenail WALL FRAMING STEPS should extend at truss ends.Apply 1"x6"fascia and soffits as per the 3EA 1 X4X1 ' OVERHEAD TRIM(HEAD) Doubled top plates 16d C 16"o.c. Facenail 11. You are now ready to assemble and install the walls.To ease drawings. 3 EA 1X4X16' OVERHEAD TRIM(LEG) P g,you will assemble each wall using at least two panels. Top plates,laps,and 216d Facenail handling, /m RQKE np��' G�� p �Q�� �Q ��' G�� 4 �q�N p�4Q0� 11 SQ VINYL SIDING 29. Apply roofing felt and roof shingles,followingmanufacturer's �;? intersections Assemble all panels on the garage slab before tilting them into , SCALE: 1 1/2" = 1'-0" SCALE: 1 1/2" = 1'-0" SCRLE: 1 1/2" = V-0" 4EA VINYL OUTSIDE CORNERS instructions.Extend shingles /2"beyond fascia.Trim excess portions Continuous headers, 16d @ 16"o.c. position.Double-check door and window rough opening sizes before 10 EA STARTER STRIP 2 pieces along each edge Facenail framing them.Construction begins with wall panels A,B,C and D. of shingles from inside in order to maintain a neat appearance. 6EA FINISHTRIM Continuous header to 48d Toenail FIl�ISHINGSTEPS 18 EA VINYL"J"CHANNEL stud 12. Panel A:Lay 2"x4"bottom plate(pre-drilled to fit over anchor bolt 6 EA ALUMINUM"F"CHANNEL locations)and 2"x4"top plate for Panel A side by side,and mark 2"x4" 30. Trim outdoor openings with jambs and casing,and trim eaves Truss to plate 3 8d Toenail stud 6 EA ALUMINUM VENTED SOFFIT postions 16"on center as shown on REAR FRAMING ELEVA- and all corners.Install side door and window. 1"brace to each stud 2 8d Facenail TION.Note that the firsts 13 EA 6"ALUMINUM FASCIA&RAKE pace at each panel end is measured from and plate 31. Install overhead garage door following manufacturer's instruc- 4 LB 2"ALUMINUM NAILS the outside face of stud to the center line of the next stud.Nail through tions. 1 EA BOX 11/4"ALUMINUM TRIM NAILS 1 by 8 sheathing or 2 8d Facenail top and bottom plates to pre-cut 2"x4"studs(7'85/e"long)using two 18 LB 13/4"SHEATHING NAILS less,each bearing 16-penny nails at each connection. 32. Paint or stain siding and trim as desired following manufacturer's OVERHEAD GARAGE OVERHEAD GARAGE OVERHEAD GARAGE Wider than 1 by 38d Facenail directions. DOOR 2"X6' SURROUND DOOR 2`x6' SURROUND DOOR 2"x6' SURROUND sheathing,each bearing ©1993 by Home Planners,Inc. 2"x4' JAMB & CRIPPLE 2"x4" JAMB & CRIPPLE 2'X4" JAMB & CRIPPLE DOOR STOP DOOR STOP DOOR STOP -5 2"x4' CRIPPLE 2'x4' CRIPPLE 2"x4" CRIPPLE�XA b(6 TRIM 1x6 TRIM 1x6 TRIM 1X4 TRIM iX4 TRIM 1x4 TRIM PRE-ENGINEERED WOOD ROOF 4'x8' GROOVED 1/2" SHEATHING VINYL SIDING TRUSS AT 24' O.C. ' SIDING7 1/2' SHEATHING E FURRING OVER GABLE � HARDBOARD SIDING APL APPLICATION SIDING i� , , _.� J-CHANNEL 2x4 TIE PLATE00- ��� � .•'� j U'WER- C;IC QO OG�o dQGWD � ON/C G G-'li C La0 Oho dQG�iD � OMC�G�C;1L��O OG�o dQ�li� 2x4 TOP PLATE o G e A a SCALE: 1 1/2" = V-0" SCALE: 1 1/2" = 1'-0" SCALE: 1 1/2" = 1'-0" SEE EAVE DETAIL SEE EAVE DETAIL c BE 3/4 E ER) SEE EAVE DETAILBE MICRO-LAM AM HE f2rLx8 HEADER 2-0- TIE PLATE 2'x4' TIE PLATE 2-0- TIE PLATE k'a ( - � 9070 OVERHEAD GARAGE DOOR 2'x4' TOP' PLATE 2N4' TOP PLATE 2'x4" TOP PLATE '�`'� ;, 2x4 PRECUT WALL e . , � � F" STUD AT 16` O.C. �•-)�` �.`a�°..:. .�'Lt;;' c a l,.��c. HARDBOARD SIDING VINYL SIDING 1nN` ��� (2)1 3/4W 1/2' V 3/4"x9 1/2' MICRO-LAW BEAM MICRO-LAM BEAM STARTER STRIP J-CHANNEL ICROO-LAM-LAM 1/2' T-TYPE WIND ��(O (HEADER) W/ 'Z" FLASHING (HEADER) M 4'x8' GROOVED z r Y M(HfEADER) BEAM BRACING (FROST r , FOUNDATION STEM WALL SIDING 2"x6" SURROUND 1/2" SHEATHING 2-x6• AROUND 1/2" SHEATHING 2"x6' SURROUND t 2x4 TREATED BOTTOM 1x4 TRIM 1x4 TRIM 1x4 TRIM PLATE OVERHEAD GARAGE OVERHEAD GARAGE r a t�/� { ~ ta.` FOUNDATION FOOTING 1x6 TRIM [�_D00�AD GARAGE 1x6 TRIM DOOR 1x6 TRIM DOOR 'a t~�� -_ f- ,FROST) DOOR STOP DOOR STOP DOOR STOP JR ' OMC t�i rMi 0 O�o OO ��o OMC,G��1G 0 OWo OMY. C. OM�'�H�_� 0 O r�i e O�7o �O UvU UvU O U V O��L/����- � L/--yU V O �U~ U�U�� l��� 4'-0" 4'-0" 4'-0" 3'-9 3/4 SCALE: 1 1/2" = V-0" SCALE: 1 1/2" = V-0' SCALE: 1 1/2' - 1-0 L �� FLASHING FLASHING 02x8 HEADER (2)2X8 HEADER �-SCRAP--►I 2"X4" TOP PLATE 1'x4" CORNER 2`X4" METAL CORNER 2'x4' VINYL CORNER 2"x4" BOARDS WALL STUDS TRIM WALL STUDS TRIM WALL STUDS r PRE-ENGINEERED WOOD r, � � I ROOF TRUSS o HEAD o �Q I F- F- I I aLL. SILL. N 1/2" SHEATHING 1/2' SHEATHING HARBOARD OR GROOVED SIDING I 2"X4' 2"x4' 2"0 VINYL SIDING I WALL STUDS WALL STUDS WALL STIRS 2'x4" TIE PLATE I 4'x8' -GROOVED HARDBOARD VINYL -SCRAP--+I SIDING SIDING SIDING TRUSS TO PLATE 2'x4" WALL STUDS 1/2• IjUNIT DIM. U2• UNIT DIM. CONNECTION AT EACH ROUGH OP ROUGH OPNG. 15'-9 3/4' i 15-9 3/4' TRUSS (OPTIONAL) 11 JAMa JAMa OFITOU ALA TRUCE To o 0 0 OOOG� OGSt'QOL�� G�OOG� �(�CQSI'I�UUy16 l�QrlOMT 90Q(I 99 UNTAOL CORNER RN R DNTAML I CORNER NEQ- UN 1(AML OBLATE CONN. SCALE: NONE SCALE: 3/4"=1'-0" SCALE: NONE SCRLE: 1 1/2' - 1-0' SCRLE: 1 1/2' - 1-0 SCRLE. 1 1/2' - 1-0 C�O[�J��G�[�JC��00[►�l G�L�Q[►�� �W���OO� �1�� V lr���OOUV� lf-Lr-�1,IJ\JL�L� �L�� lJ lr��OOUV� 14'-0" 14'-0' SCALE: 1/4%1'-0' SCALE* 1/8"-1'-0" or 32'-0" 4 10 32'-0' 00 fit" 1'-1X' ie 24" 24' 24' 24" 24" 24" 24' 24' 24' 24" 24" 24' 24" 24' T-1% 14" " 3'-4" 4'-0" 3'-4" 4'-0' 4'-0' 3'-4' 4'-0' 3'-4" 1x6 FASCIA PRE-ENGINEERED ROOF TRUSS 00 le METAL DRIP SHINGLES TRIM 24' O.C. - - - - - - - - - - - - I IL - - - I - - - - - - - - - -� EDGE 1x FURRING FOR SIDING ° o ° 15 7- Z AT BOTH GABLE ENDS o•� - - - - - - - - - - - - - - .- - - - - - - - - - - - - - -� o I ° HARDBOARD f-METAL CORNER �16■ �16' L16■ �16. �.6■ �16■ �16. ■ • 3(T_8 I 0000 0000 DODO �� �� �� � ' � " � ' I, SIDING ®�®® 0000 moo TRIM �—2'x4 TIE PLATE —� IG7 3 1/2' 16'-0' 15'-5" 1/2■ N DODO ❑®00 00❑0 .00 16'-0" 12'-0" 1"x4' TRIM 16- 16' 16' 16' 16" 16' 16' 16' 16' 16" 16' 16' 16' 16' 16" 16" 16' 16' 16' 16" 16' 16" 16' 4 I I LMCAVATm NOTCH STEM WALL-----To. 4 -c;, ❑®®❑ ❑®�❑ ❑❑❑❑ " ■ • " .• • �� � °\ f f I " 4 CONC. SLAB OVER 6 FOR DOOR 9 6 9 6 9 6 3l4 NOTE VERIFY ROUGH OPENING 314 `O I (ABOVE) I co i 9070 O.G.D. - - - - -9070 O.G.D- - - -- - 9070 O.G.D. - - - - i 'k4' T� PLATE W/MFGR. SPECIFICATIONS 4 GRAVEL BASE W1 I NO-FROST—•i-- - -- - 6'k6'-2.9x2.9 W.W.R. d I CONS. ,,- -- - -- - - - - - - - - - - - - - - - - - - - - - - - - --ti PANEL "G" TOP _. ° I I - - - -- - - - -- - - - - - - - - - - - - - - - - - - - - - IPANE "Hall o SHIM SPACE SHIM SPACE SHIM SPACE- (TOP) FROST CONSTRUCTION (2)2x8'S WA ° ( n 3/4'x9 /2 � n 3/4"x9 1/2. � 1 n 3/4'x9 V2 - 2'X4' WALL STUDS DER cn MICRO-LAM BEAM (SEE MICRO-LAM BEAM (SEE MICRO-LAM BEAM (SEE AT 16 O.C. co HEADER DETAIL) HEADER DETAIL) F- HEADER DETAIL) ►- ►- p I ANCHOR BOLT LOCATION I I HARDBOARD SIDING SCALE: 1/8%1--0" " '' g T-TYPE WALL BRACING g I (TYPICAL) I o 2"x4" JAMB & CRIPPLE 4 2'x4" JAMB & CRIPPLE " CI_ Q NOTCH INTO STUDS g 1x6 W/ `? 2'x4 JAMB & CRIPPLE ° I SHINGLES FASCIA 2 x4" CRIPPLE 2'x4' CRIPPLE co 2'x4' CRIPPLE `O � 27c4' PRESSURE TREATED � p I TOP OF STEM WALL •� I EDGE DRIP SLAB AT DOOR-NO-FROST SLAB AT DOOR-NO-FROST SLAB AT DOOR-NO-FROST BOTTOM TIE PLATE 0'-0' ELEVATION I I5 SLAB AT DOOR-FROST SLAB AT DOOR-FROST SLAB AT DOOR-FROST N I VINYL DODO ®00® 0000 —VINYL CORNER 6LE116' L6' L16' L6' L16' L16' �16' �16' �. [16' L16' �16' �16' L6' SEE DIMENSIONS SIDING TRIM 15' 9'-0' 15` 9'-0' 15' 9'-0' ' ABOVE I '° 13t' (TYPICAL) FOR I ®®�® ®®®® 15 01 13'-8 V2' 13'-8 1/2' 4 I I ANCHOR BOLT SETBACK I o I 4 0 p 0❑ ®®®® ®®®® 1'x4 TRIM PANEL 'G' PANEL ".I' _ PANE- 'J' 9. PANEL "H" PANEL 'F` PALL 'D' V I p I ( d I � ❑0�❑ ❑®®® ®®®® HEADER_LENGTH " HEADER LENGTH HEADER L EGTH 909 r�i 7 WSAL L, FAAMOME 1 I 9070 O.G.D. 9070 O.G.D. 9070 O.G.D. 32'-0" NO-FROST—+i - - - - - - - - - - - -- --- - - -- - - - - - -- - -- - I STARTER STRIP p I N I o I SCALE: /4%1'-O" CONS. - - - - -- - - - - - - - - - 14'-0" 14'-0" rUN MS �� M SOLID LINE SHOWS EDGE OF I ° I FOUNDATION WALL-DASHED LINE I d 4 FROST CONSTRUCTION SCALE: 1/4"-1'-0" f- SHOWS EDGE OF FOOTING. I 4C?,-- i (FROST CONST. ONLY) 12 ( OO 32'-0' 40 ?Al' 1-11% 1,, 24 1,, 24 L, 24' L, 24` L, 24" L, 24' L, 24" L, 24` L, 24' L, 24" 24" 24" 24" 24" 1'-11N" ?A PRE' I TOP OF CONME SLAB I I VINYL SIDING SCALE: 1/8%1'-0" 2244" O.C. RED ROOF TRUSS 4 I I FROST CONSTRUCTION 0'-0' ( I 4 1x FURRNG FOR SIDING p I NO-FROST CONISTRUCTION 0'-4' I o I � 'j FT �--AT BOTH GABLE ENDS L d SHINGLES TRIM FASCIA 16" 16" 16' 16" 16' 16" 16" 16' 16' 16" 16" 16" 16' 16' 16" 16' 16' METAL DRIP 2'x4' TIE PLATE-�� - - - - - - - - - - - - - - - - - - - - - - - - - - ( 19 EDGE L - - - - - - - - - - - - - - - - - - - - - - - 16'--0" NOTCH STEM WALL 8' 4'x8' GROOVED 0 0 0 0 ®0 0 0 ®®®❑ -1'x4' CORNER 3 1/2' IAI8'-0' 16'-0' 7'-5' 3 1/2" 3,-2, FOR GARAGE DOOR SIDING BOARD �3%' (2)2x8 NOTE= VERIFY ROUGH OPENING 314 (ABOVE) 0000 0000 0000 HEADER W/MFGR. SPECIFICATIONS 10'-3" 101'-3' 10'-3' 001313 130�1:3y 0 ❑®®❑ yr. 91-00 iC. (\n_0. �. (1._(�. 15. 717 0❑❑� ®®0® ®❑®0 1'x4 TRIM 1IJJ .7—ll hl .7—U {il i 9070 O.G.D. 9070 O.G.D. 9070 O.G.D. i 2 4" OP PLATE 32'-0' NO-FROST—�i- - -- - --- -- - - - - - -- - -- -- - - - ----- - 1 CONS. — — — — — — — — — — — — —— — — — ——— — —— — — — —— ——— —ti 2'x4' WALL STUDS - - —— —— — — ——— — — — — — — — ——— — ——— ——— —— — co cn AT 16` O.C. Lo cn'c Uj c� =O LM H O Q7 0 O H P L�AN SCALE: 1/4"-T-0" FROST CONSTRUCTION � ~ � NNOTTCH INTOL STUDS (FROST CONSTRUCTION SHOWN) P Q O❑ U V cir 2"x4' PRESSURE TREATED - -- BOTT4'A TIE PLATE 32'-0' 4k8' GROOVED SIDING SCALE 1/8"-1'-0" 11 1 11 Zi 1 11 16"m {V' [164 �" 116' L16' [16' [16' [16' [16' 16' [160 16" 116' [16' IV„ [16' [16' [16' 1,16' 116' Il [16" /Il IV L16' [16' [16' [16- [16' L16' L [160PANEL "A' PANEL B' SHINGLES -0" 16'-0" 01 13'-8 1/2' 13'-8 1/2' 01 PRE HUNG GFCI 3068 PRG PANEL "B" PANEL 'A' PANEL "C' PANEL 'E' STEEL DOOR cn cn MAN WALL [SRAM ONFE ELC VA700H LEFT WSALL FgLamomm C L19VA4'OM cn EXTERIOR SIDING SCALE 1/4"-14" SCALE: 1/4 -1-0 cn (SEE FRONT ELEVATION rn CORNER DETAIL FOR SPECIFIC SIDING fo SEE DETAIL FOR SPECFIC APPLICATION NOTES) SIDING APPLICATION '12 TRUSSPRE-ENGINEERED WOOD ROOF: 4 i i 14'-0' 14'-0' .01 r- - - - - - - - - - --- --- - -- - - -- - - - - - - -- -ti - -- - - -- --- - --- - - - - - ---- - - - - - - - - ROOF SHINGLES R FELT ROOFINGON Xz" EXTERIOR ROOF SHEATHING Lo ELECTRIC SERVICE 12• 12• c') IS OPTIONAL R 4k8' GROOVED SIDING SCALE: 1/8%1'-0" VINYL SIDING co HARDBOARD SIDING " 4 N cn C7 2"x4' TIE PLATE 2"x4' TIE PLATE Eli® EXTERIOR SIDING 2"x4' TOP PLATE 2"x4' TOP PLATE (SEE FRONT ELEVATION EXTERIOR FINISH MATERIAL 0 SEE EAVE DETAIL FOR SPECIFIC SIDING SEE DEATILS FOR SPECIFIC SE DETAIL BASED 3068 PREHUNG ®® APPLICATION NOTES) SIDING APPLICATIONS ON SPECIFIC STEEL DOOR (4'x8' GROOVED SIDING SHOWN) APPLICATION-TYP)G Wr - ----- --- - - - - - - - - ----- -- - -- 1 '�- - - - - -- - - - - - - - - --- - - - -- - ----� 2'x4' WALL STIRS - co co a 16' O.C. '�' � c, EXTERIOR FINISH MATERIAL m rn co co FN SEE DEATILS FOR SPECIFIC SIDING APPLICATIONS ❑ (08' GROOVED SIDING SHOWN) 08' GROOVED SIDING SCALE: 1/8%1'-0" OVERHEAD DOOR JAMB DETAIL VINYL SIDING HARDBOARD SIDING 2'x4' (PRESSURE TREATED) BOTTOM PLATE W/ Yt'M* ANCHOR BOLTS (SEE FOUNDATION PLAN 9'-O'x7'-O' OVERHEAD GARAGE DOOR 9'-O'x7'-O" OVERHEAE) GARAGE DOOR 9'-O'x7'-0" OVERHEAD GARAGE DOOR FOR SPACING) TOP OF CONCRETE VARIES SLAB ELEV. 0'2' - - - a 04 T.O. SLAB 0'-0" * i F T.O. STEM 04" 15' 9'-0' 15" 9"-0" 15' 9'-0' 15" 0 T FLASHING P —• A ° (T-111 SIDING EXTERIOR SIDING , (SEE FRONT ELEVATION - c • a 10 ° • — PANEL 'G" PANEL 'I' PANEL 'J' PANEL 'H. ONLY) FOR SPECIFIC SIDING tD dl• I-0• DH 3032 APPLICATION NOTES) °-' 6y Awl ° • ° o °• ' nn � �nn /� �n 4' GRAVEL BASE 4' GRAVEL BASE F L fl fl MJ--D U9 L�L& V SCALE: 1/4"4-0" i (2)"4 REBARS g F- - - - - -- - - - - - - - -- - - - - - - - -- - - i 4' CONCRETE SLAB W/ 4 CONCRETE SLAB W/ tb 896 SQUARE FEET r- - - - - -- --- - - - - - - - - - - -- - - - - - -ti " 6x6'-2.9x2.9 W.W.F. 6"x6'-2.9x2.9 W.W.F. 8" CONCRETE STEM `off I�L� L�I� V /n1�U O❑ U V WALL a o NOTE: GREAT CARE AND EFFORT HAVE Gory INTO THE CREATION OF THE DESIGN AND ENGINEERING OF THESE PLAN AND BLUEPRINTS p SIDING OPTIONS , • - • , HOWEVER, BECAUSE OF THE IMPOSSIBILITY OF PROVIDING AINY PERSONAL AND/OR "ON-THE-SITE" CONSULTATION, SUPERVISION, AND PMPUNT �nN4pLQCj � (2)04 REBARS • ,• CONTROL OVER THE ACTUAL CONSTRUCTION. AND BECAUSE OF THE GREAT VARIANCE IN LOCAL BUILDING CODE REQUIREMENTS 08' GROOVED SIDING SCALE: 1/8"-1'-0" 4k8' GROOVED SIDING AND OTHER LOCAL BUILDING AND WEATHER CONDITIONS, 84 LUMBER ASSUMES NO RESPONSIBILITY FOR ANY DAMAGES. INCLUDING VINYL SIDING o n 0 a VINYL VI BOARD 1'-4' . STRUCTURAL FAILURES DUE TO ANY DEFICIENCIES, OMISSIONS, OR ERRORS IN THE DESIGN OR BLUEPRINTS. IT IS RECOMMENDED HARDBOARD SIDING U D O THAT YOU CONSULT A LOCAL ARCHITECT OR ENGINEER OF YOUR CHOICE, AND CHECK WITH YOUR LOCAL BUILDING OFFICIALS, PRIOR TO THE START OF ACTUAL CONSTRUCTION. PA SCALE 1/2"-1'-0' 0�7 �0�N�����0 0�