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HomeMy WebLinkAbout22901-z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No Z-24595 Date SEPTEMBER 6, 1996 THIS CERTIFIES that the building ACCESSORY Location of Property 620 PRIVATE RD. #17 NATTITUCK, N.Y. House No. Street Hamlet County Tax Map No. 1000 Section 123 Block 6 Lot 21 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated JULY 6, 1995 pursuant to which Building Permit No. 22901-Z dated JULY 20, 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 FRONT YARD AS APPLIED FOR. The certificate is issued to CHARLES M. & DOROTHY A. OLDANI (owners) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A UNDERWRITERS CERTIFICATE NO. N/A PLUMBERS CERTIFICATION DATED N/A Building Inspec r Rev. 1/81 FORM NO.3 TONM 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 AUTHOR'IZEED))~ ~~ry el"00, Date.......... 19. P NG 22901 Z Permission Is hereby granted tgrj) P~... .1-691~ ...4 at premises located at ......................I( ..A.0........., r...... . ~ County Tax Map No. 1000 Section .......Z. .3. Block Lot No. -;.zl pursuant to application dated 19.. ,rand approved by the Building Inspector, Fee $.,~1..~.,,.... s' Building Inspector Rev. 6/30/80 i Form No. 6 TOWN OF SOUTHOLD t BUILDING DEPARTMENT ,'r1 AL )G B 1996 a TOWN HALL 765-1802 BLDG. ',.=_f~'r. TOWN OFSOli1'FfOLD APPLICATION FOR CERTIFICATE OF OCCUPANCY A. This application must be filled in by typewriter OR ink and submitted to the building inspector with the following: for new building or new use: 1. Final survey of property with accurate location of all buildings, property 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 Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. R 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, 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 reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy - New dwelling $25.00, Additions to dwelling $25.00, Alterations to dwelling $25.00, Swimming pool $25.00, Accessory building $25.00, Additions to accessory building $25.00. Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building - $100.00 3. Copy of Certificate of Occupancy - .25,~ 4. Updated Certificate of Occupancy - $50.00 5. Temporary Certificate of Occupancy - Residential $15.00, Commercial $15.00 Date .Ycip..sT. AI ) 1a4P New Constructi.on...Y~.. Old Or Pre-existing Building Location of Property ...PR?1PAI E, oR1~, 1° MA ("1 1 Tit-?!;R. . tU Y.. ~ House No. Street q Hamlet Onwer or Owners of Property.. 1A(NRL..Ea5 M. OL ~pN~ 4. .Do c tkf A, 6L-1A/QI County Tax Map No 1000, Section ....`'Z t..... Block P ..........Lot.... 21 Subdivision :'......................Filed tM'ap............Lot...................... Permit No.~2.! Date Of Permit~~~y. . 216. lft .Applicant.4: to.%:f~$. M Health Dept. Approval ..........................Underwriters Approval......................... Planning Board Approval Request for.: Temporary Certificate........... Final Certicate...e/~.~._.... Fee Submitted: 0P ~ i/? . ^ pl cv4 A4Zti~s M . ®4-bA4N/ • `Y~ Y /r APPLICANT C.~-9.~y sos 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION iST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ INS [ ] FRAMING [ FINAL [ ] FIREPLACE & CHIMNEY REMARKS: ceo~ Fl~ DATE INSPECTOR AjAl Y" l M-1802 BUILDING DEPT. INSPECTION [ ] F DATION 1ST [ ] ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY REMARKS: DATE 0~~ INSPECTOR __r/l M-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INS LATION [ ] FRAMING [ INAL [ ] FIREPLACE & CHIMNEQQYV REMARKS: DATE INSPECTO 765-1802 BUILDING DEPT. INSPECTION FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL j J FIREPLACE & CHIMNEY REMARKS: DATE v INSPECTOR 2-4oo" FIELD INSPECTION _REPORT _ DATE - COMMENTS _ II FOUNDATION ( IST) II Z _ ~QJ G FOUNDATION (2ND) If N --------I II II - - I__JI--_~ x0 ROUGH FRAME S - o PLUMBING JI R--- II I II 1i ~I H INSULATION PER N. T. STATE ENERGY li V CODE If If It _ 1 ~e(/ I, It JJB--__y --II - FINAL II II I ADDITIONAL COMMENTS: o~ z v r~ v y P. O. Box 937 Mattituck, New York 11952-0917 August 4, 1995 Building Department Town of Southold Town Hall 8 P. O. Box 1179 53095 Main Road Southold, NY 11971 Attention: John M. Boufis, Building Inspector Subject: Building Permit No. 229012, approved July 20, 1995 Reference: Information Related to Certification for Trusses and Hurricane Ties The referenced building permit was issued with approval as noted. The following information is being supplied at this time to support compliance with the notes. 1. "NOTE; Certification required for trusses to conform to Suffolk County wind and snow loads." Enclosed is a copy of Trusty ID Components, Truss ID: T424-NY, date 12-18-91 giving design information and fabrication notes. These trusses are being supplied by 84 Lumber and will be attached to the garage structure according to the details shown on 84 Lumber Plan #50272 which was supplied with the building application. 2. "Provide hurricane ties to code." 84 Lumber P.O.S. #598550, H1 Hurricane Tie will be used and will be attached as shown on Plan #50272, Common Details and Schedules, Optional Truss to Plate Conn. Very truly yours, Charles M. 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Boufis, Building Inspector Subject: Building Permit No. 22901Z, approved July 20, 1995 Reference: Information Related to Certification for Trusses and Hurricane Ties The referenced building permit was issued with approval as noted. The following information is being supplied at this time to support compliance with the notes. 1. "NOTE; Certification required for trusses to conform to Suffolk County wind and snow loads." Enclosed is a copy of Trusty ID Components, Truss ID: T424-NY, date 12-18-91 giving design information and fabrication notes. These trusses are being supplied by 84 Lumber and will be attached to the garage structure according to the details shown on 84 Lumber Plan #50272 which was supplied with the building application. 2. "Provide hurricane ties to code." 84 Lumber P.O.S. #598550, H1 Hurricane Tie will be used and will be attached as shown on Plan #50272, Common Details and Schedules, Optional Truss to Plate Conn. Very truly yours, @Aa4JvIN. /JlJJAjA-) Charles M. Oldani Coo - h II n V1 N ii 101101OAgr ry R+ I F u eoo II~%Ip1VZ » b.'3r ~ ~ ~ 41 al nc ~ al o.o :•Cr'`~•JQE ,L~~ d rl F orb „aj ~'i vi N _~=Z4:~ri~ to ~t2W ~ P. ~ a w ~ a W W _m ^oorvo i0~.{ 1~~ ~ f/7 =J= vl ev O ~ .d. a~ c~ U Cy .77 u , ~O .ul z ~~2: M 1Wi+ ''~rr'~n~unllln IAO`I`` ~ 6 q o e o 0 0 11 O~tON II I ~ V 1 O~iOA. n ii o•o~^ O"J`'#'~5 8'33 a O ~ $ .3 2 0 II U' rv'1 U u.-Nm.r I~ih 'Ya' ~JW j g ti F F fUA C1 F n $ ~ i eve „ ~ O Z ¢ O y ° In E ~ yN W P yz cvmo n~ v C n h U L a LIA Qar. ti g~££ T ^ ,..1 N M it m $ O~3dw V YI. V 4 e M « w s a_ K g W~ o F o 1ba4a8: ! s b s a z V C a ~ d a~ ~~~3Egs r e C OZ 11 ~ Ae~~ a y 6 a § ai z Ow z g OF Z OU U' 8b9b 0~ UP LLJ F- O G OF., d ,aMQ LLS $ 0 °z a NH r^ m° Z d h `S 00~ v N M y' L In In lnu~ D. JPE ~N~~y ,~I, W 17 F-1 xxo~ NN zo ? UUN c :fb• 1O.. P,`~Sy, p W rte. B ~rav 00 ~u L ~e~~C• ..AB ~3• " ~~a 's .9 g9 ~ y<~9 ~ ~g" wa 11 5..~"b 8 a ?y~ ~sy~~yyfi ~ j~1 a 3~q wb,~b3 it gy5g~~p e~~ ~ 3~ za 5 9 ~ a~ j}a Val ,e ak p~ a9 E,g I $ yy~$ ~."b M It eA <@ Y~ ~ I .1911 n 811 81J 9,; E u.A ja 3 1, p g 3 A5 h 1 8 9 6 ` q~' LL 3 A85g ~.i's I y~ is ~8x~ sy4 $~~~'S~, z~'t~r ~~7p11 ,~i ~ ~ B Awa $~Y 8®y a 9 $d t 6 9 H1, O 93 9 Z Ll ya dy .fff~ n' b ¦ O ~a. N ~~y~ ° 9° 8 g 9- x fie." ~S g gg r Jim 41 e Jim y d9 7g1 L 4 E9 ~ ~f~~~J.yg~ ~ a s3 ~g 7 p ' ~9 - T of oil 1 ca . 93q: n 9 A eb g 11.9¦ 4 5 '~b3~&.~~i .glE~~$a.. jJ$"$a~i~gag' d{{ u 98~~~;~gup5 ~ Albert J. Krupski, President ~O~~S~FF~t COG Town Hall John Holzapfel, Vice President o y~ 53095 Main Road William G. Albertson rn P.O. Box 1179 x Southold, New York 11971 Martin H. Garrell • Peter Wenczel y'1Jpl .a0~ Telephone (516) 765-1892 Fax (516) 765-1823 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD June 29, 1995 Charles M. Oldani JUL 61.9Q, Camp Mineola Rd. Mattituck NY 11952 Re: SCTM #123-6-21 Dear Mr. Oldani, According to the information given, and a copy of the survey submitted, the Southold Town Board of Trustees have found this project out of our jurisdiction under the Town Wetlands Ordinance Ordinance. If you have any questions, please call our office. Yours truly, l a?r~ 9. 14't-- `'gr Albert J. Krupski, Jr. President, Board of Trustees AJK/djh cc. Bldg. Dept. CAC B BOARD OF HEALTH [a I .~~vl FORM NO.t SETS OF PLAYS TOWN OF SOUTHOLD SURVEY A _6 so BUILDING DEPARTMENT /CIIECK , TOWN HALL SEPTIC CORN SOUTHOLD, N.Y. 11971 TEL.: 766-1802 tIOTIFY 4923 Examined 2 19 J ~y HAIL To: Approved 199'1. Permit No.o~o? lam` Disapproved a/c _ (Building Inspector) P LIGATION FOR BUILDING PERMIT Datev INSTRUCTIONS a. This application must be completely filled in by typewriter or in ink and submitted to the Building Inspector, with 3 ' sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing l9cation of lot and of buildings on premises, relationship to adjoining premises or public stieets 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 Permit to the applicant. Such 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 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 or Regulations, for the construction of buildings, additions or alterations, or for removal qr 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. (Signature of applicant, or name, if a corporation) 'P.O.6o)t 6131 MRPTITUCK rv`r 11952°©170'7 ) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder. OWNER • Name of owner of premises M • 01•-D APy I.. 1...lZ0.. ' L9...... A I.. 1 (as on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer. (Name and title of corporate officer) Builder's License No . Plumber's License No . Electrician's License No . Other Trade's License No. • . 1. Location of land on which proposed work will be done . (020 PRIVkT£ ' ROAD '#17 M AT T tTO CK IV Y 11 5',2 (louse Number Street Hamlet County Tax Map No. 1000 Section r ~~3 Block Lot 1 Subdivision Filed Map No. Lot . (Name) 2: State existing use and occupancy of premises and intended use and occupancy of pro osed construction: Frt. fT<<: .I Ysfi? 't a. Existing use and occupancy ~~1! ,F Nt t^ ~~ri!C LtaRt} `3: ,I.9fitl=i C 4 `I NI T' .yy b. Intended use and occupancy A GC' irS ~`t i3t)IL~N~ (6?wl V, I 1,~(~,ARPt GF 3 Nature of work (check which hlicable): New Building Addition Alteration Re , . pair • • • • • • Removal Demolition Other Work , . (Description) 4. Estimated Cost 13~ 0.x0.00 Fee g. . (to be paid on filingis application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor . If garage, number of cars .....3 6. If business, commercial or mixed occupancy, specify nature and extent of each t pe of use , . 777 , , 7. Dimensions of existing structure's, if any: Front •I %4° Rear ...'4 , Depth .59.......... . eight :Z , Number of Stories . R........ c3. 9 ; ,sj[ Q~e Dimensions of same structu re with alterations or additions: Front . C Depth j, Height Number of Stories . . 8. Dimensions of entire new construction: Front ....?,l , , . , , , , ; Rear . , , 3Tr , . , , . , , , , Depth 4?q, Height ~ . Number of Stories . ..I . 9. Size of lot: Front ...7?.?.6 , #:r Rear.. . $9 .i: , • • • • Depth .('P'0 . 9C•. , ? . • • • • • . • 10. Date of Purchase A V !~i 6 ST, • 3j , !98• t • , Name of Former Owner ff MA?:E QF. M PStu°t1{ifT, M'oWS 11. Zone or use district in which premises are situated iLES1bE•NTI A(,, , , , , , , , , , , , , • 12. Does proposed construction violate any zoning law, ordinance or regulation: Rd . . 13, Will lot be regraded . . n . . . . . . . . Will excess fill be removed from premises: Yes No 14. Name of Owner of premises Ct1%R4f 9• M ;oLJPA!t.. Address , ' . . . Phone No. Zgf3-4rt. • , , . ' Name of Architect , , . . Address , Phone No......... . Name of Contractor . * .................Address .Phone No....,........,.. 15. Is this property within 300 feet of a tidal wetland? *Yes.. No......... If yes, Southold 'flown Trustees Permit may.be required. PLOT DIAGRAM Locate clearly and distinctly all buildings, whether existing or proposed, and, indicate all set-back dimensions fromr property lines. Give street and block number or description according to deed, and show street names and indicate whether interior or corner lot. PatVAT~ I- SAOVOSC DR°vATE CwAcQAie JAO° RuA; R14MT-OF..WAY C^^r°sY.Ny SFT,FSAe.%c,. DRiYfwAY i BAST s°ve 3S:T51 S8 1,41 j,' .wESYS~AF I1.° ~aoNT YnaD 3'15' .1oDo g RACK A" r a 'N 01 ° t-OGPT°aN f Hr 1~ m o MAIN HnusB In N 0 2 to Lfl ~ ~ y p d Al a ~ I iowef? p Z No H N a Rr ~ 6ur;sr uNr1' z x (EY 15TrNCS, SINGt.&-OwEr.r.°NC I li+ p 0 3 FAM°L%( GsuBST ~EttIST°NGi~ ua!r 1VV~it r w©opFe!/.~2 oao,NAaY HIGH WATER? MARK cstizewr rec-ONIC p:MoNtDMENT' . STATE OF NEW YOg1C, S S OA-f COUNTY OF rat.(. . . . ~ \2s , , W\., O4~j N , • • , , • , • • • being duly sworn, deposes and says that he is the applicant (Name of individual signing contract) above named. He is the 4° l(9R!,~.5. M ©1_D,4AJ t Ce ?+~ev. . (Contractor, agent, cor'po ate 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; that 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 manned set forth in the application filed therewith, Sworn to before me this G . ..da o ~U. ..........119 <2j ~ Notary Public, ~ County ROSBRTLS'C (J ~:.0-; Via-. . NOTARY PUQLIC; to of N.Y. ~1 . No, 472fi08~ S Ik County (Signature of applicant) Term Expir ay 31.18 fU0 A - 6 f995 95 C UH879MET90H E019TZUL H ' C~Of~1~4G°~MC~4~ONl ~4Cp~' 42C® moquovIon @OD OMn 6 C~QO~D®OO L ? ~ODOb6 MOMn VO. @ODD O nN@ DEMO N@ 32'X24'3-CAR GARAGE 50: 50272 GROOVEDSIDING 81057-99 HARD BOARD SIDING PACKAGE 81054-99 PRE-CONSTRUCTION STEPS 13. To attach metal" 7-Type" wind bracing, first check that panel is E87054-99 1. Carefully study this plan, reading all instructions before beginning square Then position metal' T-Type" wind bracing at an angle tram GOOF SHINGLES HOOF SHINGLES ROOF SHINGLES VINYL 81058-99 QUANTITY SIZE DESCRIPTION G fl00F HARDBOARD . .81059-99 ~CRIPTION construction on the garage Check with local building officials regard. the outer corner of the panel tap down to the bottom plate. Markthe PPE-ENGINEERED ROOF PRE-ENGINEERED ROOF PPE-ENGINEERED ROOF 24• O.C. 31 EA 1A"X4'X8' EXTERIORSHEATHINC ERIOR SHEATHING BOARD ing building codes, permits and frost conditions Ifanlndependent position of the bracing on each stud Use a circular powersawto cut TRUSSES AT 24' OX TRUSSES AT 24 O.C. TRUSSES AT 24' O.C. FRAMING PACKAGE B1o5o.99 76 EA 12"X16' HORIZONTAL HARDBO. IIZONTALHARDBOARD SIDING contractor is pouring garage slab and foundation, skip Steps3 into studs at each mark Nail brace with two a-penny natls at each ILE RAKE BOARD through 10. stud and top and bottom plate Repeat this step for all corners 1/2' ROOF SHEATHING 1/2' ROOF SHEATHING 1/2' ROOF SHEATHING iATHING QUANTITY SIZE DESCRIPTION 4EA 1X6X14' GABLERAKEBOARD 4EA 2%6X76' SUB FASCIA 1EA 2X4X8' WALLPLATETREATED 4EA 1X6X16' EAVE FASCIA 'FASCIA 2. Plan garage location to allow for any limitawns on side, front and 14. Repeat Step Rand Step 13forwallpanels B, Card D(see DGE 4EA 2X4X12' WALL PLATE TREATED 2EA h'R4'X8' BC PLYWOOD/SOFFIT E FASCIA rear setbacks. Also allow enough room around the garage foreasy LEFT SIDE, RIGHT SIDE and REAR FRAMING ELEVATIONS). 'LYWOOD/SOFFIT entrance, exit and possible turn-around and for access to the side 15. Note, re ardin Panels C and D: Additional ste sare re uired to 2EA 2X4X16 WALL PLATE TREATED 2EA 2X4X16' SOFFIT BLOCKING (RIP 101EA 2X4X92%' PRE CUT STUDS&CRIPPLES 3EA 10' METAL Z FLASHI NG FIT BLOCKING (RIPPED) door Check with local utilities for any underground services. Soil g g p q 'AL Z FLASHI NG should be tested to insure that it meets design loads set forth in atltl the door openings shown in the LEFT and RIGHTSIDE ELEVA- 4EA 2X4X12' TOP WALL PLATE 40EA 12" METALCORNERS 'ALCORNERS General Notes. TIONS First, apply corner bracing. Second, nail 2"0"lacks on each Ir NE'AL DRIP EDGE ~METAL DRIP EDGE IMETAL p11P EDGE 2EA 2X4X76' TOPWALLPLATE SEA 1X4X10' OVERHEAD TRIM(HEAI 7EA 2X4X16 TIE PLATE SEA 1X4X16' OVERHEAD TRIM (LEG) IRHEAD TRIM (HEAD) side of window and door openings. Third, cut 2"x10" headers to rough IRHEAD TRIM (LEG) FOUNDATION STEPS opening sizes shown on each panel Ufl headers Into position, and i 2EA 2XBX8' HEADER/SERVICE DOOR& 15LB 6D SIDING NAILS ASC WINDOW 18 LB 1 W SHEATHING NAILS NO NAILS nail to panel studs with 16-penny nails Finally, install cripples as 3. Carefully stake out the foundation, squaring the corners by check- necessa Nall into osition usin 10- ern nods TIE PLATE 6 0 SIT EATH ING NAI ITS ing that the plan dimensions are to outside of concrete and face of ry' p g p y TIE PLATE TIE PLATE EA 4"%4'X8' COXHEADE SPACERD DOOR 1 DOOR AND WINDOW PACKAGE 81o55-99 ~NJEL SEA 2X6X10' OVERHEAD DOOR (SURROUND) QUANTITY SIZE DESCRIPTION studs 16. When panel assembly is complete, the walls can be erected. Tilt 81055-99 Panel A up, placing It in position over the anchor bolts. Brace the Z 2x8 SUB-FASCIA 2x6 SUB-F SCIA 2x8 FASCI 212 BIOCKING~~ 2x2 BLOCKING FCHAMEL TOP PLATE 3EA 2X6X16' OVERHEAD DOOR (SURROUND) 1EA 3032 DHWOOD WINDOW CRIPTION 4. Note Step 5 and Step 6 pertain to NO-FROST construction, Steps panel securely with a 2"x4"brace, tack-nailed to aground stake. TOP PLATE TOP PLATE 6EA T- TYPE DIAGONALWIND BRACING 1EA 3068 DPH 6 IAWOOELSTEELSER' 3EA 1X6X10' HEAD JAMB/OVERHEAD DOOR VOODWINDOW ] through 10 to FROST construction. Place washer and mutant. anchor bolts and tighten down panel Re. PANEL S PANEL STEEL SERVICE DOOR 5. For NO-FROST construction (see BUILDING SECTION OF plan), peat for Panels B,CendD 116 FASCIA TRIM b.6 FASCIA TRIM ALUMINUM FASCIA ;CIA TRIM 3EA 9'X7' OVERHEADWOODGAF RHEADWOODGARAGE dig trenches for footing of the monolithic pour. Build up foundation 17. Repeat Step 12, Step 13 and Step 16 to assemble and erect IRW/HARDWARE forms so that the top of form is 6" above original soil level. Remove ap- panels Eand F(see LEFT SIDE andRIGHT SIDE FRAM INGELEVA- 2x4 WALL STUDS 3/8' PLYWOOD SOFFIT T416 AO.CSS SOFFIT ALUM VIRTTED 3/8' PLYWOOD SOFFIT AT 16' O.C. RED 2X4 WALL STUDS 3EA 1X6X16' LEG JAMB/OVERHEAD DOOR DOORW/MARDWARE AT 16. O.C. TRIM 78LF DOORSTOP IRSTOP proximately 2"ofsoil within area to provide 8" prepace totop of form. TIONS). 22 LB 16D COMMON NAILS COATED 2EA 2X4X16' OVERHEAD DOOR HAN 1/2• SHEATHING 20 LB BD COMMON NAILS COATED MATERIAL RHEADDOORHANGER Ley tabor In footing trenches Have a building department official ERIAL check trenches and concrete forms before pouring concrete. 18. As panels are erected, attach 2"x4"toptieplates (see ELEVA- 4Y8' GROOVED HARDBOARD V2' SHEATHING VINYL SIDING SIDING SIDING iEA ENTRANCE LOCKSET RANCELOCKSET 6. For NO-FROST construction, fill floor area with a minimum of 4" of TIONS) Lap steamers as shown on FRAMING ELEVATIONS and ROOF PACKAGEm51-99 2LB BE FINISHNAILS SH NAILS gravel and compact to within 4'oftop ofform. Install W6x6-29x29 nail plates together with 16-penny nails 8"on center. 15 DG4QII~ QUANTITY SIZE DESCRIPTION NOTE: THE FOLLOWING MATERIALS NOTSUPPLIED BY 84 17EA 24'9¢ PRE~ENGINEEREDWOOD LISTED FOR CONVENIENCE ONLY. 3TSUPPLIED BY 84 LUMBER. welded wire fabric overgravel fill, and pourconcrete to thickness 19. Assemble and erect front wall panels G, H, Land J using Steps ENCE ONLY. shown on BUILDING SECTION drawing. While pouring concrete, 12, 13 and 16 (see FRONT FRAMING ELEVATION). 03 [3LaNJf /2D? C34QOLL 1 ~QW19 0[ F UL. m 6RL°Qwig a t-, i vz^ = r-o° 9EA 2X4X12' TRTRUSSES USSBRACING FOUNDATION MATERIAL WO/FROST LINE concrete slab, and set anchor bolts 1 /"In from edge of concrete on 24 EA 1X3X9' TR USS FURR ING/GABLE ENDS QUANTITY SIZE DESCRIPTION ROST LINE periodically ll0welded wire fabric toinsure Itsproper placement Inthe 20.Nail 2"x4"cripples oneach side ofoverhead door opening. CRIPTION center points according to FOUNDATION PLAN and extend to at 21. Cut 2"xl Wgarage door headers to 9Yc long. Lift headers into 28EA 4"X4'XB' COX ROOF SHEATHING 18CUYD CONCRETE FOUNDATIt SEA 158 FELTPAPER FLOOR ICRETE FOUNDATION& SLAB least 2Withave top of concrete Moveonto Stepll position to rest on cripples Nail to panel studs with 16-penny nails 10SO 2158 FIBERGLASS SHINGLES 768SF 6X6-29X29 WELDED WIRE FABRIC DR T. ForFROST construction (see BUILDING SECTION of plan), 22. Cut 2"x4" cripples and nail at l 6"on center to lop of garage door DEDWIREFABRIC checklocal codes for frost-linedepth and dig footing trenchesto a headers. Add top plate to the top of the cripples, level with the top HOOF SHINGLES ROOF SHINGLES ROOF SHINGLES :g 100 EA 1AH H-CLIPS 230 LF 'b"DIA REINFORCING BAR 20 LB 1'/." ROOFNAILS 1000YD GRAVEL FILL IFORCING BAR depth of6"below frost line. Place rebar in trenches Havelocalbuild- 23. Add 2"x4" tie plates to remaining wall panels. Nall 2"x4" garage V2' ROOF 1/2' ROOF 112' ROOF 13EA 10' METAL D R IP EDGE 27 EA 1h"DIAX12 ANCHOR BOLTS W/NUT VEL FILL ing official check location and depth oftrenches before pouring foot- door hardware surround to inside face mcnpples HOR BOLTS W/NUTS & ing concrete. Pour footing concrete and provide formed key In It by SHEATHING SHEATHING SHEATHING GROOVED SIDING PACKAGE 81052-99 WASHERS :HERS using a 2"x4" in the center of the concrete which extendsthe length of PRE-ENGINEERED WOOD TRUSSES INSTALLATION thefaating Before concrete is completely set, remove 2"x4 STEPS METAL DRIP EDGE- METAL DRIP EDGE--+ METAL DRIP EDGE QUANTIT Y SIZE DESCRIPTION FOUNDATION MATERIAL W/FROST LINE DST LINE 8. ForFROSTcars[ruction,adlidfoundation wall forms toaheight 6" 24. Install pre-engineered woad trusses at TO" centers as shown on 1x8 RAKE BOARD 1x6 RAKE BOARD 1x6 RAKE BOARD 31 EA 4'XB' GROOVEDSIDING QUANTITY SIZE DESCRIPTION jSRD 4EA 1X6X14' GABLE RAKE BOARD 4CUYD CONCRETE FOR FOOTI CRIPTION above grade. Have local building official check concrete forms before the FRAMING ELEVATIONS. 4EA 2X6X16' SUB FASCIA 11CUYD CONCRETEFORFOUN[ CRETEFORFOOTING pouringconcrete Brace forms and pour concrete to top of forms, tap- CRETE FOR FOUNDATION ping form sides to compact concrete and fill all voids. Set anchor bolts 25. Then nail plate connectors to each truss and to the top plates as ALUMINUM FASCIA 4EA 1X6X16' EAVEFASCIA WALLS MAY VARY DUE' 2EA °N'X4'XB' BC PLYWOOD/SOFFIT DEPTH REQUIREMENT: LS MAY VARY DUE TO LOCAL 1Ye in from edge of concrete on center according to the FOUNDA~ required Use nails provided with truss package 1x3 FLARING 113 FURRING J' CHANNEL 2EA 2X4X16' SOFFIT BLOCKING (RIPPED) 1000YD CONCRETE FOR FLOOF THREOUIHEMENTS TIONPLAN andextend toatleast 2'h"above topofconcrete. SIDING, SHEATHING & ROOFING INSTALLATION STEPS CRETEFORFLOOR 9. For FROST construction, remove foundation wall forms after con- 26. If you are using vinyl or hardboard siding follow Manufacturer's 1x3 FURRING SEA 10' METALZ FLASHING 768 SF 6X6-2.9X29 WELDED WIRE FABRIC BEA 1X4XY CORNERSOARD 23OLF 'h"DIA REINFORCINGBAR DEDWIREFABRIC cretehasset Sackful the exterior foundation walls with soll Their- Instructions for proper installation methods (Skipto Stil PPE-ENGINEERED PRE-ENGINEERED PRE-ENGINEERED SEA 1X4Xt0' OVERHEAD TRIM (HEAD) 1000YD GRAVELFILL IFORCING BAR tenor foundation walls should be backfilled with compacted Boll to VELFILL within 8" from top of foundation walls 27. If you arousing 4'x8'Grooved Siding proceed as follows Start WOOD ROOF WOOD HOOF WOOD ROOF TRUSS TRUSS TRUSS 3EA 1X4X16' OVERHEAD TRIM (LEG) 27 EA 1/t'DIAM2 ANCHOR BOLTS W/NUT 10LB BD SIDING NAILS WASHERS HORBOLTSW/NUTS& 10. For FROST construction, fill floor area with a minimum of 4" of siding installation about Ye" below lop of foundation. Top edge can be HERS gravel and compact to within 4"of the top of the rear foundation and to nailed into 2"x4" tie plate at top of wall. Nail siding with 6-penny,non- 4'x8' G6WVED HARDBOARD SIDING VINYL SIDING VINYL SIDING PACKAGE 81053-99 NAILING SCHEDULE QUANTITY SIZE DESCRIPTION Connec8on Numberand Size How Nail within 6" of the top of the front foundation at the overhead doors This corrosive siding pressing nails spaced 6"an center at panel edges and will pitch the slab 2". Install W6x6-2.9x2.9 welded wire fabricover 12" on center at intermediate studs Add 7` flashing where indicated SIDING td Slze How Nailed gravel fill, and pour concrete slab to thickness shown on BU ILDING on ELEVATION drawings. a Nail SECTION drawing. While pouring concrete, periodically lift welded 28. Applyts" sheathing over roof trusses starting at the bottom of the 1/2' SHEATHING 1/2' SHEATHING NO 31EA 4"X4'XB' EXTERIOR SHEATHING BOARD of Common Nail 4EA 1X6X14' GABLE RAKE BOARD • nplet. to stuI 216d End nail 4EA 2XBX16' SUB FASCIA DoU°^studs 16d C'16".s Facenall End nail wire fabric to insure its proper placement in the concrete slab. truss (see ROOF SHEATHING LAYOUT) Staggegoind of roof SEA 1X4X10' OVERHEAD TRIM (HEAD) Bullt-upc,.lerstuds 16d C. 24"0¢ Facenall re. Facenall sheathing so thatjoints on adjoining sheets do not occur on the same Ia Facenall WALL FRAMING STEPS truss Check plans carefully to determine how far roof sheathing 3EA 1X4X16' OVERHEAD TRIM (LEG) Doubledtop L..as 16d F~16"o c, Facenall A DLSIIA 4EA VINYL OUTSIDE ECORNERS intersections rc, Facenall 11. You are now ready to assemble and install the walls Tpease should extend at truss ends Apply 1 "x6" fascia and soffits as per the LULS 1150 VINYL SIDING Toe laps, a., 216tl Facenall Facenail handlin drawings g, you will assemble each well using least two panels. Assemble cad re tilting rough opening themmtp 29. Apply . Extgfelt ntlroofsh following Tim excess po's 4 AA K19 019TAML C~ mL Kl9 0197AU = 4 O AN UNT, SCALE 1 1/2" = V-0" SCALE 1 1/2" = 110" SCALE: 1 112" = 1-0 1 112" = P-I)„ 10EA STARTERSTRIP Continuous headers, 16d 016"o.c 6EA FINISHTRIM 2pieces °oq each edge Facenall position, Double-check heck and window iths D. of instructions. Ind ngles'' beyond to maintain fascia. 18EA VINYL"J"CHANNEL Contlnuousheaderto 49o Toenail edge Facenall framing them. Construction door Construction begins with wall all panels A, B,C and and D. of shingles from Inside in order to maintainn a neat neat appearance, Toenail 6EA ALUMINUM"F"CHANNEL stud SEA ALUMINUM VENTED SOFFIT Truss to plate 38d Toenail 12. Panel A:Lay 2"x4"btdfit anchor bolt FINISHING STEPS Toenail locations) and 2"x4"top plate for for Panel Aside by by side , and endir ELEVAx4" 11 EA 6" ALUMINUM FASCIA&RAKE 1"bracetoeachstutl 28d °ocenall 4LB 2"ALUMINUMNAILS and plate 'acenail stud positions thn center as shown nREAR FRAMING 30. Tnmoutdoor opemngs with Iambs and casing, and trim eaves 1EA BOX 1'A'ALUMINUM TRIM NAILS 1 by8sheathingor 28d Facena„ TION Note that that the first space ce at at each each panel antl is measured ed from from and .11 corners. Install side door and window. Facenau the outside face of stud to the center line of the next stud. Nell through 31. Install overhead garage door following manufacturer'slnstruc- 18 LB I YVSHEATHING NAILS less, each bearing Widerthan 1 bye 38d Facanall Facenall top and bottom plates to pre-cut 2"x4" studs p'8%"long) using two dons. 16-penny nails at each connection 32. Paint or stain siding and trim as desired following manufacturer's OVERHEAD GARAGE OVERHEAD GARAGE OVERHEAD GARAGE BE 25B• SMOM sheathing, each bearing directions. DOOR 25B' SURROUND DOOR 2'x6' SURROUND DOOR ©1993 by Home Planners, Inc. 2'x4' JAMB & CRIPPLE 2'x4' JAMB & CRIPPLE 2'x4• JAMB & CRIPPLE DOOR STOP DOW STOP DOOR STOP 2k4' CRIPPLE 2'x4' CRIPPLE 25X4' CRIPPLE I tx8 TRIM 1x6 TRIM 1x6 TRIM PRE-ENGINEERED ROOF TRUSS AT T 24 24' O.C. .C. ~J 1x4 TRIM 114 TRIM 1x4 TRIM VINYL SIDING 6,-^ j Z5~1 9yd '~ddcY 4N8' GROOVED 1/2' SHEATHING 1/2• SHEATHING 1X RJIYRING OVER GABLE. SIDING HARDBOARD SIDING M TRUSS FOR SIDING 2x4 TIE /~i?iDTLD U PLATE AP PRO ED,6S NOTE vr?o/y~ DATE: f FEE: BY., 1~FFL~2 J-CHANJEL APPLICATION A OMC G~C~C DOS. dl il[7 OMLG~C~f~ o rr cop'. dL,l~l[7 DM[~fimi ? orni r. n imr _ ~r n groi C. 1 1 /9" _ 1'_f NOTIFY BUILDING DE j nLHLG, L L/C = 1-U I I~ ~I..... cx9 u MAIL 0 3/4'x9 112' MICRO-LAM 765-1802 9 AM TO 4 P THE BEAM DEADER) FOLLO6VING INSPECTIONS: 1. FOUNDATION - TWO R' UIRED FOR POURED CONCRETE SEE EAVE DETAIL SEE EAVE DETAIL SEE EAVE DETAIL AIL 2. ROUGH - FRAMING & PL (DING p12xS HEADER 9070 OVEREAD GARAGE 3 INSULATION DOOR 4. FINAL - CONSTRUCTI MUST BE COMPLETE FOR C.O. 2'x4' TIE PLATE 2k4' TIE PLATE 2'x4' TIE PLATE ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF IFE N.Y. 2k4' TOP PLATE 2k4' TOP PLATE 25x4' TOP PLATE 2x4 PRECUT WALL STATE CONSTRUCTION & ERGY STIR AT AT 16' O.C. CODES. NOT RESPONSIS FOR DESIGN OR CONSTRUCTION RORS 0 3/4'X9 V2' HARDWAFm SIDING MICRO-LAM BEAM STARTER STRIP BEAM J-CHANNEL FOINATION STEM WALL (FROST DEADER) W/ T FLASHING v W 3/45X9 1/2' v MICRO-LAM BEAM T-TYPE WIND v 0 3/4"X9 V2' VINYL SIDING / 4k( GROOVED DEADER) BRACING SIDING 1/2' SHEATHING 2kB' SLRROLM 112' SHEATHING \ 25X6' SURROUND 2x4 TREATED E30TTOM FOLICA710N FOOTING MST) OCCUPANCY' 1x4 TflIM 2k6' SURRODND lx4 TRIM 10 TRIM PLATE yp py ~~qqyy,, V B ~pA I OR' 1%6 TRIM DOOR WAGE ~%6 TRIM DOOVERHEAD OR GARAGE 7%6 TRIM OVERHEAD GARAGE DOOR 62 aJE I~ UNLA UL DOOR STOP DOOR STOP WOO STOP -0'I~'`n ~L' WITHOUT CER e'FICATE OO RV'LLE91 NMA 0" UPI. MET. a URV9FOb6_°1 0" UA. 097. a OVINFRHNAEEJ ANN AD OG91. ally. nM~l DC 4 G°Q~L~~S CQ~]D ~~Nr ~1~G~1L DM~C ~ o o - I OCOUPANC 1 1/2" = r-0" FLASHI FLyA~SHING FLASHING 02x8 FEADER (212x8 HEADER 2`x4' TOP PLATE 1'%4' CORNER 2k4' METAL CIXUER 2k4' VINYL CORNER ER 2tl/2' 4' WARDS WALL STLUS TRIM WALL STLUS TRIM F ? RO PRE-ENGINEER OF TRUSS ED WOIC47 ROOF TRUSS ~ ~Q 0 dEAQ F dEAQ 4 UNDERNRffERSgmnRC& REQUM SCRAP :Zj $1LL - /s i u Sf A//e NG (il00VED SIDING D OR OOVED SIDING i VHAINYRDLDASRIDING 2k4' V2' SHEATHING 2k4' 2'%4' WALL STUDS WALL STUDS WALL STLUS 2'x4' TIE PLATE 4kB' GROOVED HARDBOARD VINYL SIDING SIDING SIDING TRUSS TO P LATE 25x4' WALL STILES 1/2• UNIT DIM. UJIT DIM. 1/2. (NIT DIMIM. CONNECTION AT EACH ROUGH OP TRUSS (OPTIONAL) ~~~~p ROUGH OP 11000H '-11' JAMa 18Ma Jgm@ _ _ A 011TAB E ~aor~ MHOATHUHM LAYOUT q GSCORO LGE~I; M1 n 1/2" OO 1'-06" 44~~111~ q GR~LGE~: UyILGil OC~QLIUI~ q GOOG~U~JC~G~I DD N999 DD 64Q111~ OPT091 AL ~4p~Gp R1 DRE TOO DOOR DC142 3/4"=V-0" SCRLE: NONE G123 1 1/2" = 1'-0" SCRLE 1 1/2" = 1'-C 1 1/2° = V-o° [PLAT 6 CONN. SCRLE: NONE SCRLE: 3/4"=1'-0" 12'-0' 12'-0' - - III-' OmucrPLOET ON PLG".1HM C,~~C G°~DO 32'-0' 4L~ 32'-0' 90" 1'-H%' 24' 24' 24' 24' 24' 24. 24' 24' 24' 11 -11X' R4" RAE-ENGINEERED ROOF TRUSS 1x FASCIA SHINGLES TRIM 24' O.C. 3'-4' 4'-0' 3'-4' 4'-0' 4'-0' 3'-4' 4'-0' 3-4 METAL DRIP 1 1 i 24' 24' 24' 24' 24' L 24" 24' lx FURRING FOR SIDING APPLICATION I I EDGE r - - - - - - - AT BOTH GABLE ENDS ~,16' I, 16' 1,16' 1,16' ~16' ~16' 16m 16, ~16• '16.'15. 1,18. 1,16' 1,16' 1,16' 1,16' 1,16' 1,16' 2k4' TIE PLATE or--------------30,-B.-------------- HAROBOAPID ? ' - SIDING 1313 o?o? o?oo METAL CORNER _ 00 0000 0000 TRIM 31/2' .5• 1/2' 4 ?o 013131 ?oo? 1k4' TRIM 16' 16' 18' 16' 16' 16' 16' 16' 16' 16' 181' 10' 1116. 16' 16' 16' 16' 16' 16' 16' 16' 16' 18' i6' 16" 18' 16' 16-0' , 16' 18' 18' ?o?? 013013 2 9'-6' ' 9-6 2 254' TOP PLATE B% NDTE: VERIFY ROUGH OPENING 3%eri IMCAVATED NOTCH STEM WALL I 4 m ? 6' FOR 4' CONC. SLAB OVER (ABOVE) DOOR NO FROST 9070 O.G.D - - 9070 9070 O.- - 9070 O.G.D. W/MFGR. SPECIFICATIONS 4' GRAVEL BASE W/ f _ _ _Y PANEL 'G' TOP (TYP.-PANEL N') 6'8'-2.9(2.9 W.W.F. ° CONS. _ _ - - - - - - - - - - - - - - PANEL 'I 8 'J' 9' I I SHIM SPACE SHIM SPACE SHIM SPACE SPACE (TOP) FROST CONSTRUCTION T~~ 01 3/4'x9 1/2' 01 3/41'X9 1/2' 12R 314'X9 1/2' I I• o \I-ANCHOR BOLT LOCATION d I 4 O T ELA h y MICRO-LAM BEAM (SEE MICRO-LAM BEAM (SEE MICRO-LAM BEAM (SEE 14'x9 1/2' - 25(4' WALL STUDS )-LAM BEAM (SEE AT 16' O.C. (TYPICAL( FFR }l TOP OF STEM WALL .tl a If-IN t HEADER DETAIL) gN HEADERI DETAIL) t- HEADER DETAIL) ER DETAIL) I 0'-0' ELEVATION ~/40 ~ I b HARDBOARD SIDING IING SCALE: 1/8'•1'-0' r ;g? [C g g T-TYPE WALL BRACING g Y + 2k4' JANE & CRIPPLE q 2x4' JAMB & CRIPPLE 4 2x4' JAMS & CRIPPLE JAMB & CRIPPLE q NOTCH INTO STUDS e Jr, I 1%' (TYPICAL) FOR 1X6 W/ ALLMINJM 2x4' CRIPPLE qo r 2x4' CRIPPLE m, r 2x4' CRIPPLE CRIPPLE r 25x4' PRESSURE TREATED - 4 I I ANCHOR BOLT SETBACK ..L- •o IMETAL p(RIP SHINGLES FASCIA SLAB AT DOOR-NO-FROST SLAB AT OOOP-NO-FROST SLAB AT WOP-NO-FROS AT DOOR-MO-FROST BOTTOM TIE PLATE 4 I o I 4 EDGE AT DOOR-FROST .Q 75 SLAB AT DDCR-FRO ST 'v SLAB iAV DOOR-FRO51 'v SLAB AT DOOR-FROST X' 1fi' 16' 16' 18' 16' 11 16' 18' 15' 18' 18' iS' 18' 16' SEE DIMBJSIONS R VINYL rc 1013 13131313 13131313 ~TRIM CORNEA 9'-0' S' 9'-0' 15' 9'-0' 15' ABOVE * I SIDING 00 11 1Y2 11-8 V2' J• PANEL 'H' PANEL 'F' PANEL 'D' 91-6' p~p~p II ^nn 199 I~p5I15 V A Y~pp/~5~ 4 o SOLID LINE SHOWS EDGE OF a I FOUNDATION WALL-DASHED LIFE d l SHOWS EDGE OF FOOTING. oo 13 o?? ? 1'X4' TRIM PANEL 'G' 9'-6' PANEL 'I' 9 LO' 'J' 91-6' I'-8' HEADER LEGTH G~o6Nl5r' l'A% ALSL5 V 2 -PS~oHoON o 0131313 1313130 HEADER LENGTH HEADER LENGTH HEADER LEGTH IFRDST CONST. ONLY) NO-FROST -f 9070 O.G.D. 9070 ~ g I I. 9070 O.G.D. O.G.D. - _ - _________1 STARTER STRIP 32'-0' SCALE: 1/4'•1'-D' +I CONS. - - _ FRONT WALL 12'-0' 12'-0. - TOP OF CONUFM SLAB 4 I FROST CONSTRUCTION 0'-0' 4 FROST CONSTRUCTION SCALE: 114'•14' 4p I o I ND-FROST CONSTRUCTION 0'=4- l a `~pp pp ~r fop 32'-0' *I PROMnSi' CIS[ L - - - - - - - - - - - - - - - - - - - - V~ ~LS~ V~1qQ u OOuV 74" 1'-t0f' 24' 24' 24' 24' M 24' 0 24' 24' 24' 24' 24' 24' 24' 24' 24' 24' 24' tb( ?RE-ENG INEERED ROOF TRUSS * VINYL SIDING SCALE: 1/8'•1'-0' T 24' O.C. 'I lllr~ RRING FOR SIDING APPLICATION UTH GABLE ENDS I NOTCH STEM WALL 8- FOR GARAGE DOOR 1X8 FASCIA I i6' ~16' L, 15' L 18' 1,18' L 1B' 1,10' 16' 16. 1,16' 1,18• L18'16, 16' 16' 1B' 1B' 16' (ABOVE SHINGLES TRIM 2'x4' TIE PLATE ~f 101-3' 1013' 10'-3' METAL DRIP EDGE 15' 9' 0' 15' 91-0' 15' 9'-0' 7'-5' 1/2' G%' bum: xbum: VERIFY ROUGH OPENING 4k8' GROOVED LJ??? ? 32'-0' SIDING ?130013 13001 ~1k4' CORNER 3 1/2' 81-0' 18'-0' 7' HE 3X' HEADER W/MFOR. SPECIFICATIONS 0000 ? 13k4' TRIM 13131313 13131313 25X4' TOP PLATE FOUIIVO[I-- Y009V Y LAYV SCALE: 1/4"-T-0' ? 9070 O.G.D. N - f___________ - O-FROSYi 9070 O.G.D. 9070 O.G.D. q _____1 0t my FROST CONSTRUCTION SHOWN) CONS. _ _ _ _ _ 2'X4' WALL STUDS AT 16' O.C. m m ~ fW m T-TYPE WALL BRACING FROST CONSTRUCTION NOTCH INTO STUDS ,I~G~ 2(1 I~1~n /~y~ 1~I~ N 4 ti V Il LJIJL~ V 21-'~ Il ~DIIV 444 25x4' PRESSURE TREATED BOTTOM TIE PLATE 32'-0' 4'XB' GROOVED SIDING SIDING SCALE: 1/8'4-0' 16'-0. 161-01 PANEL 'A' PANEL 'B' I.16' L8' ,16' IX18' IX16. ~18' L6' LEI, ~16' IX78' X1R' L16. 1,18' 1,18' 1,18' 1,15' 118' 1,18' X16' L18' 118', 16' 18• 18• 16• 16• 16' 16' 16' 16' 16' 16' 16' 16' 16' 16• 16' 18• 16' 16' 18' 16' X' -0' tl'-8 1/2' tI'-8 1/2' 191 GFCI ~ GFC111 3068 MEHUNG SHINGLES 10`0' 16'-0' PANEL E' PANEL 'A' L .A. PANEL 'C' PANEL 'E' STEEL DOOR LEFT 1'A'/ALILJ Irm(r.1moa6 9LIEVAT09mb EXTERIOR SIDING SCALES 1/4'•1'-0' EVATI FOP SPECFICELSIDINGON 12'-0' SCALE: 1/4.4'-0• m CORR DETAIL 12'-0' ILL SE FOR SPECIFIC APPLICATION NOTES) SIDING APPLICATION - - PREENGINEERED WOOD ROOF LL1r nWa ~ __________________________1 -__________________________4 HOOF SHINGLES OVER 1S' ROOFING FELT ON EXTERIOR ROOF SHEATHING a I~II I~ MAN INL IM L5 L515 V L=W~DO~ BV p. 112- R fit: 4M' GROOVED SIDING %7 ,^y 4 VINYL SIDING 1 SIDING SCALE: VB'•1'-0' - HARDBOARD SIDING (DING m 2'x4' TIE PLATE 2'x4' TIE PLAT 2'X4' TOP PLATE EXTERIOR SIDING 2'x4' TGP PLATE SEE EAVE DETAIL m °p W (SEE FRONT ELEVATION EXTERIOR FINISH MATERIAL FOR SPECIFIC SIDING SEE DEATILS FOR SPECIFIC USE DETAIL BASED ON SPECIFIC SIDING 3088 PREHJNG APPLICATION NOTES) SIDING APPLICATIONS STEEL DOOR (4k8' GROOVED SIDING SHOWN) APPLICATION-TYP.) i OVERHEAD DOUR JAMS DETAIL f _ _ _ _ _ m 2X4' WALL STUDS 16' O.C. 1° ? q r EXTERIOR FINISH MATERIAL SEE DE N ' _ m F SEE GEAL F SPECIFIC SIDING APPLICATIONS r (4)(8' GROOVED SIDING SHOWN) 9'-0X7'-0' OVERHEAD GARAGE DOUR 9'-0X7'-O' OVERHEAD GARAGE DOOR 9'-0X7'-0' OVERHEAD GARAGE DOOR qo a!?IL 13 03 Y I(' C IBC NI~lSP~OO M m 4'XB' 1G90IOIV'EED SIDING 1COVED SIDING SCALE: 118'•1'-0' VINYL SIDING SIDING g-0 is. 15' HARDBOARD SIDING 4RD SIDING 2X4' (PRESSURE TREATED) BOTTOM PLATE W/ %X12' ANCHOR BOLTS (SEE FOUNDATION PLAN TOP OF CONCRETE PANEL 'G' PANEL 'I' PANEL 'J' PANEL W FOR SPACING) VARIES SLAB ELEV. O'2' T.O. SLAB 0'-0' T.O. STEM 0'-0' ~?h'JT~aGT9-6i lu~is PLOO M Pg=am SCALE: 7/4"=1'-0" 0 (f-}11 SIDING (SEE FROM ELEVATION B, a 13 T FLASHING EXTERIOR SIDING - ONLY) FOR SPECIFIC SIDING DH 3032 APPLICATION NOTES) - o 768 SQUARE FEET OH 3032 4' GRAVEL BASE 4' GRAVEL BASE e 0 i (2)'4 REBARS 12' e' 4' CONCRETE SLAB W/ .______________________1 8' 6•4'-2.Gx2.G W.W.F. 4' CONCRETE SLAB W/ ff NOTE: GREAT CARE AND EFFORT HAVE WE INTO THE CREATION OF THE DESIGN AM ENGINEERING OF THESE PLAN :AANDBLUEPRINTS I _ _ _ _ _ _ _ _ - - - - - - - - - - - - - - - - - 8'x8'-2.9x2.9 W.W.F. HOWEVER, BECAUSE OF TIE WSSIBILITY OF PROVIDING ANY PERSONAL AND/DR 'ON-TIE-SITE' CONSULTATIOVISION, AND - - - - - - - - - - - - - - - - - - - - - - - 8' C(AC9ETE STEM WALL 30 CONTROL OVER TIE ACTUAL CONSTRUCTION, AND BECAUSE OF TIE GREAT VARIANCE IN LOCAL BUILDING CODE MENTS n 2 AND OTHER LOCAL BUILDING AND WEATHER CONDITIONS, 84 LIIM B ASSUMES NO RESPONSIBILITY FOR ANY D114MLOING r S STRUCTURAL FAILURES DUE TO ANY DEFICIENCIES. OMISSIONS, OR ERRORS IN THE DESIGN OR BLUEPRINTS. IT MMENDED LRP II L~LSP~ L2 RP4 ~~~bQ4~QO fn`9?O I~G~IOO ~4 C~OMSTL~MC 400 M SIDING OPTIONS (2)'4 REBARS a THAT YOU CONSULT A LOCAL ARCHITECT OR ENGINEER OF YOUR CHOICE, AND CHECK WITH YOUR LOCAL BUILICIALS, PRIOR TO THE START OF ACTUAL CONSTRUCTION. 4)6' GROOVED SIDING VINYL SIDING GROOVED SIDING SCALE: 118'•1'-0' 4'x' GROOVED SIDING (SHOWN) VINYL HARDBOARD SIDING BOARD SIDING = M~~D~In~6 s5[ f~4~O f[`~I HARDBOARD F=gg533 N4 Zoa"9499ME-ciroaa 123 SCALE: 1/2'1'-0'