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HomeMy WebLinkAbout27568-z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-28029 Date: 10/25/01 THIS CERTIFIES that the building ACCESSORY Location of Property: 322 TERRY CT SOUTHOLD (HOUSE NO.) (STREET) (HAMLET) County Tax Map No. 473889 Section 69 Block 3 Lot 6.3 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated JULY 10, 2001 pursuant to which Building Permit No. 27568-Z dated AUGUST 10, 2001 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 THREE CAR GARAGE AS APPLIED FOR. The certificate is issued to KEVIN M & KAREN W BOERGESSON (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO. N/A PLUMBERS CERTIFICATION DATED N/A Authorized S' ature Rev. 1/81 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 27568 Z Date AUGUST 10, 2001 Permission is hereby granted to: KEVIN M BOERGESSON PO BOX 855 SOUTHOLD,NY 11971 for CONSTRUCTION OF AN ACCESSORY GARAGE IN THE REQUIRED REAR YARD AS A PPLIED FOR at premises located at 322 TERRY CT SOUTH/PEC County Tax Map No. 473889 Section 069 Block 0003 Lot No. 006 . 003 pursuant to application dated JULY 10, 2001 and approved by the Building Inspector. Fee $ 155 .40 X4 Authorize Signat e ORIGINAL Rev. 2/19/98 Form No. 6 D LS ' TOWN OF SOUTHOLD OCT 2 4 , BUILDING DEPARTMENT ' TOWN HALL 765-1.802 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 ftom 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 buildin; and installations, a certificate of Code Comp.lianoe from architect -or engineer responsible for the building. 6. Submit Planning Board'Approval of completed site plan requirements. B. For existing buildings . (prior to April 9. 1957). non-coriforming uses, or buildings .an( "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 Ocegpaney 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 Buildine - $100.00 3. Copy of Certificate of Occupancy - X25' 4: Updated Certificate of Occupancy - $50.00 ' 5: Temporary Certificate of Occupancy - Resident/iial'$15.000, Commercial $15.00 \ 1 :Date .1:. ::.^.(... . . . ... .... . . ... ... . .. . . ... Wev Construction. . ..... * Old Or Pre=existing Building. .. . .: 4 Loeation of Property... . .......:.1er:r: . ..::. '.. . .. . . . . .. .�? .:... . . . . .. ' House No. Street Hamlet ..• ��v�N - N � `,5ssa�1.. OnWer or. Owners of Property... .. . . ./.►� . . . .. .. °J. . . . .. . . . . ./. . . . . . . . . . . . . . . . . County Talc Map No 1000, Section. .0/ .. . . . . .Block: . , . .� . . .. . . . . .Lot. .(r�� . . . . . . . . . . . . . . Subdivision.'.:l`1 N.�',►.'. . . . .. . .. . ... .. .. .. . . .. .Filed Map. . . . . . . . . . . .Lot. . . . . . . .. . . . . . . . . . Permit No. 4 *4 4. . . . . .. . . . .Date Of Permit.. ..k . ... . ..... .Applicant. . . 1C.�J/.'l.� . . .� � Health Dept. Approval. ... . . . 4 . . . . . . . . .... .*. .q ...Underwriter" Approval. . ... . .. . . . . .4 _ . . . . . 4 . Planning Board Approval . . , . .. . . :.,, . . .. .4 .. . .. Request for: Temporary Certificate. .. .. . . . .. . Final Certieate. . . . . . . . . . . iee Submitted: $. . . . . . . . . . . .. . . . .. .. . . . . . : .:. . . . . . :. 4 0 4 . . . . .•. . . . ... . . . . . . _ _-„_._ ''•tom . _ ., �,�_ k Oft AMW " r r � � 11 is i • 111 1 : 1 • 11 Page 1 of 1 lot«' le{ „ } A y •4 ` A 4 ro y rA r 0 4§ �, a file://C:\My Documents 4y Pictures\2001-08-09\DCP_000I.JPG 08/09/2001 Page 2 of 2 r w i „r t file://C:\My Documents\My Pictures\2001-08-09\DCP_0002.JPG 08/09/2001 Page 1 of 1 9' +Y 4 x� file:HC:\My Documents\My Pictures\2001-08-09\DCP_0003.JPG 08/09/2001 Page 2 of 2 t.s } i file://C:\My Documents\My Pictures\2001-08-09\DCP_0003.JPG 08/09/2001 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROU PLBG. [ ] FOUNDATION 2ND SULATION [ ] FRAMING ] FINAL [ ] FIREPLACE & CHIMNEY REMARKS: DATE lc INSPECTO FULDYINSPECTION REPORT DATE :- ' COMMENTS � as=xas=as=s=se=s=--s—a---_ss=s=�e=-=a==mxs=====s==ma===xsxx�sasx=mo=ssxassxxeoaa n FOUNDATION ( 1ST)' H n. FOUNDATION (2ND) --___--- - O ROUGH FRAME & . .�� PLUMBING w INSULATION PER N. T. i r STATE ENERGY CODE FINAL ADDITIONAL COM41KHTS: H ' N �l I V VV 11N VV aVU IIIVLV 13uiLililVU rDtulvui ArrLiLAliviN 1A1.trl,4%,LizFi BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN fiALL Board of Health M A SOUTHOLD,NY 11971 sets of Building Plans TEL: 765-1802 � �G8 � � Survey PERMIT NO. 7 Check_-4 T G 9' -Septic Form 01 N.Y.S.D.E.C. Trustees Examined 20 Contact: Approved 20__!�L Mail to: V A/ B v Disapproved arc Phone: r1 (o S7 5'6 - 44 Building Wector ,I I I APPLICATION FOR BUILDING PERMIT Date 7-lo , 200/ 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 location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this appli64tion,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what-so-ever until a Certificate of Occupancy is issued 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 or demolition as herein described.The applicant agrees to comply with all applicable laws, ordinances,building code,housing code,and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature ol applicant or name,if a corporation) 90 0. Q OX 1155 St7 t1-rH v.L/J , /V I (Mailing address of applicant) //I, State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder D r,J nl E'2 Name of owner of premises 945V1^1 '6o"CI—6 SSon/ AA/16 A14/CW (as on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No, Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: 3.7,; TFRRV C-r. SOI.c,`r#OLQ House Number Street Hamlet County Tax Map No. 1000 Section co 9 Block 3 Lot 6- 3 Subdivision MAA)/U <V lZ Filed Map No. LOt (Name) r 7.. 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 3. Nature of work(check which applicable):New Building ✓ Addition Alteration Repair Removal Demolition Other Work (Description) f. Estimated Cost S6W,0,o - 7000 b� Fee (to be paid on filing this application) S. -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. IAD14SIP_ *41 4-bvse -164o&v a-bvse �3gfv 7. Dimensions of existing structures,if any: Front '-10 3a Rear q0 3A Depths S'd Height Number of Stories [dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories. 8. Dimensions of entire new construction: Front 3a Ream_Depth(21 Height Number of Stories 1 9. Size of lot: Front a0D Rear 3 q!t Depth qjj 10.Date of Purchase 3O-2(n Name of Former Owner RIDrPN'C,MO h—d'd 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation: 13. Will lot be re-graded N p Will eitc�ess fill be removed from premises: YES NO )(kVRAJ -KevIro 14. Names of Owner of premises Wer4s60-V Address Z•z Tel, Phone No.-7405-S7 f� Name of Architect Address Phone No Name of Contractor Address Phone No. 15. Is this property within 100 feet of a tidal wetland? *YES_ NO • IF YES, SOUTHOLD TOWN TRUSTEES PERMITS MAY BE REQUIRED 16. Provide survey,to scale,with accurate foundation plan and dist4nces to property lines. 17. If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. STATE OF NEW YORK) SS: COUNTY OF Svc r4A1.11, &Lk�) being duly sworn,deposes and says that(s)he is the applicant (Name of indivIdual signing contract)above named, (S)He is the 0`urdn (Contractor,Agent, Corporate Officer, etc.) ff 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 manner set forth in the application filed therewith. Sworn to before me this day of _2001 Notary Public Signature ot Applicalt BERNADEM L.TAPUN 3 NBT RystaPOLI e of Nowrork 9 Residing in SdOlk County Commission Exp+ces Sept 30,4 � BUILDING PERMIT EXAMINER CHECK LIST DATE REVIEWED: /O1 ,DATE SUBMITTED:�-/ to /01 APPLICANT NAME: SIJ SCTM# DISTRICT: 1,000 SECTION: CJD\ BLOCK: LOT: �' 3 STREET: s,2 i2299 coif Q r CITY: SUBDIV. NAME: / PROJECT DESCRIPTION: Acot-_�SOQ_A ARCHITECT/ENGINEER: FAST TRACK? SINGLE & SEPARATE CERTIFICATION-REQUIRED? �6 NOTES: LATS 40,000SF-100-24.Lot recognition.(CREATED before June 30,1983),UNDERSIZED LOTS FROM JAN.1997 100-25.Merger.(A nonconforming at any time after 7/1/83) ZONING DISTRICT: k�6 CONFORMING? Y G S REQ. LOT SIZE: ��O U ACT. LOT SIZE: I �g REQ. LOT COV. ad ACT. LOT COV. 5 -:5 � REQ. FRONT PROP. FRONT A/ ta- REQ SIDE ,t/ Y� ACT. SIDE Dy//5t REQ. REAR 11 //PROP. REAR 44 WATERFRONT? N6 DESCRIPTION: PANEL #: /'�G FLOOD ZONE:, AGENCY PERMITS REQUIRED FOR REVIEW APPROVALS REQUIRED: SUFFOLK COUNTY HEALTH DEPT: YES or NO, (BED#): DTE:—/—/ PERMIT#:R10- NEW YORK STATE DEC: PRE-DEC 9/1/75 YES or SOUTHOLD TOWN TRUSTEES: YES or TOWN ZONING BOARD APPROVAL: YES or� TOWN PLAN. BOARD APPROVAL: YES or TOWN HISTORICAL PRE (SPLIA): YES or NYS ENERGY: YES OR NO EGRESS (18 H min.?4 sq total) VENT (SQ. FT. x 4%) LIGHT . FT. x 8% (SQ ) BUILDING PERMITS OPEN/EXPIRED: BP -Z/C/0 Z- , HAVE PRE CO'S : Y OR N BP -Z/C/o Z- , NOTES: 9310 / � Q FEE STRUCTURE: FOUNDATION: SF ' FIRST FLOOR : SF SECOND FLR : SF INIT OTHER TOTAL TOTAL: SF FEE FEE FEE COT( ��� SF)- SF)_ SF X $ =$ — +$ +$ =$ 1►MIGIV IINI-CMA1.►f LA no&M40"1w wf/MW tsYra4 C TOP CHORD31 2X4 SPP 16501'-1.3t — A11 LXkWX)LL:iS1CX1 U111{aiD Arm z Wr t7ARD0a 2x4 SPr 1650P-1.36 contLnuouely braced unbaw noted utherwiss. li 0- u- u a i+ tU r4 waAa.► /Rlfir 2x4 SPP STUD 2) 6- 5-11 •) 24-, 0- 0 10) 0- C)- r Off_ tilt)[ LM LDKD 011PIAC'f M ..TC...FORC3...C51 ..11C...Foam...CS1 31 12- 0- 0 7) 15- 3-12 642 - t L/"3 at JOY3M 1 7 1- 2 -3936 0.94 10- 9 3644 0.66 4) 17- 6- 3 •) 12- 0- 0 m q Tarawa L+-0.290 Lw-0.12• Tr-0.41" 2- J -3367 0.75 9- 0 2463 0.57 m Ff 3- 4 -3367 0,75_ 1- 7 2463 0.57 1-'`-- fiSA4► ..11K''4a+��,+y� 4-. 5 -39360,94 7- 44 0:96 N'.. i /Ilrlrw 51L 0 .r.� I�'x; �ti-31•lN �d L e �MiwpaeM } ►Mrf * "ti {y `�►tNltret�M�n, p� ist_"n"Et) �di MEM y � t► , ��i••.�•.r`.� �1��j�'�) �a ,���� Q• ��;� 1 i;://<i�� ` PrOr"�SrI f ti 411 `aae _� SIiL1 r:.�.hF-..►r + i•� r �•t. f �w ,,A� � .,� r:s n rii) / 1 •r • �•. 1S cl1r;►(!f S 4r r + 4r P•.0..1•. .� •:..i. y` ; � �_��t' �f•'{ . Cis vo 0- �1 2 3 4 _ '1 -4.00 4 YM �: A is wr`• 1.sx4 1sx4 "• moo 4-7-11 �- bad. 4110rf � •�;,' .Mrla.f ' 4x3 3xs 3x5 3X5 cat 1y0►11'SS D � k JIMM 3.W IL30V 3.53 14)-0. 24-0 O 4rba 4liMYt Iii fs fr4�a f4aAwp (Rl-0-10) �4r�•1tl4.rd}w .yMWO&V +■+ �ka►s+�r L;xCWr AS S11OWN Pt.+TES ARE TUU GA TBsM PER ANSlrM 1-1"S «� + 1alearbaYn 1w1r•wws IN•nN�rPPa'R wd TIwww"Wfwr(err,= ,i aRNlxc• - wws."it WA"Oe tr.a 4lRhra.•a w RrA- n Alf, nN 71Ut StR77. COMPONENT RnY. loD: 21233 A COPY O TINS DRAWING'10 M:GIVEN 7[)f�l1l.IINIi ENGINEERING I)w 117995 COMAC7 �) T11iif ID:T rw.Lr,awa,r.sr.h.at►r-••za+a n,.r.•t,� gY �' �a i'.e.wr A.w.�r.www nw Luh{..rrr, t)R. BRACING WARNING lkxnr: Mi, crilc: a / Date: 74" v.AMr..w- N.•L•..r.--Arrw.n rry a1w..7.rY,•anwa►(a.ir.nnr,.,-�rlS,lw..i.r„inr-v)al bn'i•�.P'•vl T Lire 50.0 yst Dir{TFC wl.b�: 1. ,. .N...w...n.w t- ►ftr .•• qr JR Ir ErrKiq.•ilw ifw tw.th f.«.h� .P. rh.h 0 rini{n.n1 fi•h 7'R N C� ) DurFac-P%t- 1.1 —' .,••.,.e4(,w..:J,.r.•A by rk trawrr v... r ro. .n,,..,,r.n,r ra•n-.i TC' 1)r:(rl If1.0 iif ,vMw,ra rA rnn•mrn,Arrr awlr h.r..Lr-c Ar tiLn{Mn{th rr,....rr...mu.r !!.. be Iona,t.l/A'1.4)nn,i L(Kw•{M rr.11)r•a•{V.,I•N l.lAi.a.Ie.rrwiMi �f:S.�s?`_lrC.Y6��v�� ti Live 0.0 1n[ O.C.Spacing: 2-I �.• w.Iilwm.l l+n.nr :r atM..w„11 vrw w.r.m.r 1111 af[FNOINLb..'"wi(41 M., 11 r:aal 10.0 .s Resign Csittrii: I .�.•....rnprrvr7l., Sig tO1INIM"t-MNAr1 LOdt DGSC: .• a 1—% .MI - - - —-- SUFFOLK CO. HEALTH DEPT. APPROVAL - H. S. NO. N ZG0ME3 f f• F` t Lu Q i N� s ., STATEMENT OF INTENT ------ THE WATER SUPPLY AND SEWAGE DISPOSAL 6 � 5.60°26 \v ` P 3O7Os .� + SYSTEMS FOR THIS RESIDENCE WILL C+� I CONFORM TO THE STANDARDS OF THE TE % � "a cV I SUFFOLK CO. DEPT. OF HEALTH SERVICES. + N Cn I APPLICANT n SUFFOLK COUNTY DEPT. OF HEALTH �' J�. �' 3 ' Q r- -_\� 4s ~EST FyO E , SERVICES — FOR APPROVAL FOR Z' I f^` 9��``� L i �szIVgVt.-a ! ( } . _` ( CONSTRUCTION ONLY t'3 'rp Q L I DATE: r S.TANS `i9 • H. S. REF. NO.: \. APPROVED: t4 5 O • y3•R '~. /_ �44t j' SUFFOLK CO. TAX MAP DESIGNATION DIST. SECT. BLOCK PCL. �f , 1000 69 3 0 uj r s 4 0tU OWNERS ADDRESS: P.O. BOX 855 iyT - c i SOUTF40 0 ,N.Y, 2 -,CAL.E-GC = RC5.765 5756 YBUS, 1�65 38$ 4 -7 AREA 191088 S.F �� C � � DEED: L. P. i —-- ; TEST HOLE STAMP dl+rAlatYs!RM!ak+�ar�a p to this sunny h s vbfitUne{'"r Swlon 7=otthe 1Nw11bAtftft q — ridmoon false "'bPsoiL t' Copiesotthis sum" apnef_ �lAc l�IpTES; land dratweo�awral LST Noy. FE?i T ,�,� A. M, tie ;_,��,; . 5,tra ---- — ! �bosae seal �px • C-•O n l,' w�� SA1DY LOAM oeevalid true MADE FOQ itiu�J ?IZ L,. Fz'. 0 .±'JAW A. +-y-•�.��..-�. , :'Larantees indaated llN�OII MIMRf ' _ ;RAVE u 1J I ,` t.'! rd/to the person 1M UYIf0111 Oa 2.C, ?NTOUC PEFER5 TO MEAN SEA, LEVEE_. 2.2 orexred.and onhtab*Wtotht SAt�'D anc ,stl;AMlistedtatnatmW I , MAP } PR 7 r� `,, i I ' ( tot npany.povem fth��lltY 1'1f �� 1'1C {' l.rl Y aRAV�L. I wi... y-. antcesare not tanaNwtlr to sd6lion31 institutions or SUIZVEYED F'0Q TITLE NO. W14294 1 4 I N -f—�---- { {� ` SAN G 4 , V i `�kt i (�f"/.�� 11 7� J f O! s,UA`<A�:rEE I1IEAVY C�QAV,I or.+en i � ,I SEAL s _� _ I Al5AND I j T H C) ? P(DELI TY MAT,ONA� + ►TLE 5Ui2 iCE C0 I TOWN 01~ SpC7'�F-!0f. RJ.Y N.Y,, A5 SU{Z`JEYER " 5E�''!- 2-),,995 �aAv�� F AMS► ` E+ FPC . _ RODERICK VAN Tr YL, P.C. ' k LICENSED LAND SUR Y0RS 20 o GREENPORT NEW YORK t_ ► RGARAGE '5'Di'73 f C�Of�J�SPG`�M640�G�1 o���ao�� ECONOMY �p GROOVEDSIDING 81060-99 PRE-CONSTRUCTION STEPS 13. To affisch Thenposital ion metal 7-Type" st at nangle from is 6�QO��D �ODDYV� 1. Carefully study this plan,reading allmsVuchonsbeforebeginsing square r..metsmhepaneltopdo moth bottom pate Marftom 0 ❑ O NOTE'THE FOLLOWINGMATERIALS OR COwNVEN ENCEONLYD BY 84 LUMBER. the ower..met of panel tap tlownlothe bottom Mark the construction on the garage Check with local buutling officials regard- position of the bracing on each stud Use acucular owersawto cut ing building codes,permits and host conditions.If an independent into studs at each mark.Nail brace with two 8-penny nails at each FRAMING PACKAGE 81oe1-99 FOUNDATION MATERIAL WO/FROST LINE contractor is pouring garage slab and foundation,skip Steps 3 stud and top and bottom plate.Repeat this step for el corners QUANTITY SIZE DESCRIPTION through to QUANTITY SIZE DESCRIPTION 14. Repeat Step 12and Step l3forwall panels B,C and D(see SE EAVE DETAIL 1EA 2X4%8' 2.PLATE TREATED 18 CU VD CONCRETE FOUNDATION B SLAB 2. Plan garage locafron to allewior any intrusions on side,front antl LEFT SIDE,RIGHT SIDE and REAR FRAM ING ELEVATIONS) 4EA 2%4X12' WALLPLATETREATED FLOOR rear setbacks Also allow enough room around the garage for easy 15(4' CORJEA 2'x4' enhance,exit and possible turn-around and for access tothe side 15. When panel assembly is complete,the walls can be erected.Tut 2EA 2%4X16' PRECUT TREATED 23DLF 6XDIA X2.9 REINFO CINGBABRIC door Check with local utilities foran underground seances SouBraceme BOARDS WALL STUDS 100 EA 2%4X92%" PRE CUT BTUDS&CRIPPLER 230 LF '/z"DIA REINFORCING BAR Y Panel Aup,ply with a in 2`x overthe uck-nanchor bots ndstak . OVERiEAD*__ 2' shoultl bettered to insure that 11 meets deslgnloads set forthin anelsecurelywnha Onto bsce,tpollsa dtighten down stake. 4EA 2x4%12' TOPWALLPLATE 10 CU VD GRAVEL FILL P ppgllA11 2EA 2%4X16' TOP WALL PLATE 2]EA '/z"OIA%12 ANCHOR BOLTS W/NUTSB Genesi Notes. Placewasherantl nut onloanchor boltsantlhghtentlownpaneLRe- 2k4' TIE PLATE eatfor Panels B.C andD ]EA 2%4X16' TIE PLATEMICRO-LA WASHERS FOUNDATION STEPS p 25(4' TOP PLATE 3EA 1X6Xl O'X10 OVERHEAD OOR(SUR DOOR 16. Repeat5tep 12,Step 13 and Step i6to assemble and erect 8 CRIPPLE 3EA 2%6X10' OVERHEAD DOOR(SURROUND) FOUNDATION MATERIAL W/FROST LINE 3. Carefully stake tutthe foundation,squaring the comers by check- panels Eand F(seeLEFTSIDEantlRIGHTSIDEFRAMINGELEVA- 3EA 2X6%16' OVERHEAD DOOR(SURROUND) QUANDTY SIZE DESCRIPTION ing that the plan dimensions are to outside of concrete and face of TIONS). BEA T-TYPE DIAGONAL WIND BRACING studs 3EA 1%6x10' HEADJAMBIOVERHEAD DOOR 4CUYD CONCRETE FOR FOOTING q, Note.Step and Step NO-FROST construction,Steps 17. As Panels are erected,attach 2NnFtop heplates(see ELEVA- I2)13/45X91/2' DOORSTO11CUYD CONCRETE FOR FOUNDATION TIONS) Led at corners as shown On FRAMING ELEVATIONS and MICRO-LAM BEAM TRIM WALLS MAY VARY DUETO LOCAL 7 through lO to FROST construction. nail plates together with 16-penny nails F'on center. SEA 1X6X16' LEG JAMBIOVERHEAD DOORTRIM pEApglj 25(4' CHIDEPTH REQUIREMENTS 5. For NO-FRORTconshuction(sea BUILDING SECTION of plan), 22 LB 16D COMMON NAILS COATED 16. Assemble and erectirontwall panels G,H,and lusing Steps 12, 25X4' &8 TRIM 20LB BC COMMON NAILS COATED g g 13 and 16(see FRONT FRAMING ELEVATION) WALL STIRS 4x8' Gi00Vm n 10 CU VD CONCRETWIREE forms trenches that the top of 6'abo honour Build uvel Remov eap SIDING 760 SF 6X6-29X29 WELDED CING FABRIC formsately "of top of farmserspr aide B'oal solletotop oforion 2'x6' SURROUND 1X4 TRIM ROOF PACKAGE B1o51-99 210CUYD V"DIA REINFGFIGRAVELFILG BAR proximately2oting trenches orders provide B"department top cial 19. Nail2"x4"cripples on each side of overheatl tloor opening. QUANTITY SIZE DESCRIPTION check a in rcheofrng conches Have before ngconcrconcrete. 20. CutOx10"garage doorheadersto 9E Iong.Lift headers into 4x8• GROOVED ED 2]EA Yz'DIAX12 ANCHOR BOLTS W/NUT58 checktrenches and concrete forms before pouring concrete. position to rest on cripples Nail to panel studs with 16-penny nails. SIDING 1X4 TRIM SIDING 17 EA 24'V'2 PRE-ENGINEEREDWOOD WASHERS 6. For NO-FROSTconshuction,fill floor area with a minimum of 4"of door OVERHEAD GARAGE TRUSSER g headers Addtop plate tles o he top ofthe cripples,nail at 16"on entlevel wo top ith thegeopp DEA 2X4%12' TRUSS BRACING ravel wino brie over 4"ll,an ofform Install W6x6kness 1x6 TRIM DOOR 24 EA welded wirefabricover gravelN and hilep wring concrete, fie remaining DOOR STOP 28 EA hi,"X4X8 TRUSS CDX ROOF SHEATHINGNDR NAILING SCHEDULE shown onB tweldGSECTION tlrawing.While perplac placement 22. hardAdd ware surmues tomard.fa.e of ripples NaIl2"x4"garage 3EA 15# FELTPAPER Connection of Co. ntl Size How Nailetl penodically llftweltletl wue Vabriclo insure its proper placement In the tltorhardware surround to lnsltleface of cripples 10510 215# FIBERGLASS SHINGLES of Common Nail concrete slab,and setanchor bolts 1 V"in from edge of concrete on 100 EA 11 H-CLIP$ Top plate to stud 2164 End nal center points according to FOUNDATION PLAN and extendto at PRE-ENGINEERED WOOD TRUSSES INSTALLATION pp1�r�H1 ffi A JAMN 1Ya" ROOFNAILS Double studs 16d C'16"o c. Facenatl least D/e arbavetopofconerete Moveonto Stepll. STEPS q GCRLE: M1 112" '-01' I� a GALE: 1 DO G�. DDC 4, � V L510-OLS� �D�e G ® 13 EA 10' METALDRIPEDGE Built-up commusWtls 16d C'24"o0. Facenail For FROST construction(see BUILDING SECTION of plan), 23. Install pre-engineered wood trusses at 2'0"centers asshown on SCRLE 1 1/2" = 1'-0" SCRLE: 1 1/2" = 1'-0" SCRLE 1 1/2" = 1'-0" Ooubletltop plates 16d C'16"oc. Facenatl check local codes forfrost-line depth and tllg footingtrenches to o (he FRAMING ELEVATIONS. GROOVED SIDING PACKAGE81052-99 Top plates,laps,and 2164 Facenal depth of6"belowfrostline.Piece rebarintrenches Havelocalbmld- U. Then nail late connectors to each truss andtothetop plates as QUANTITY SIZE DESCRIPTION intersections Ing official check location and depth of trenches before pouring feat- P Continuous headers, 16d C'16".c Ingconcrete Pourfooting concrete and provide formed key In It by required Use nails provided withtruss package 31EA 4X8 GROOVLDEBOASIDING 2pleces along each edge Facenatl using a2"x4"inthe center of the concrete which extends the length of 4EA xsxt4' GABLE RAKE BOARD Continuous header to 48d Toenail g SIDING,SHEATHING&ROOFING INSTALLATION STEPS 4EA 2X6X1fi' SUB FASCIA the footing Before coneretescompletely set,remove 2"x4" stud Ins Iiyou areusingvinyl or hardboardsiding ods.(follow Manufacturer's 4EA 1%6X16' EAVE FASCIA e. For FROST construction,build foundation wall forms is aheigM 6" Truss to 38d Farema Instructions for proper installation methods.(Skip to Step 28) 2EA 2"44X8 BCPLYWOOC/SOFFIT abovegcon Have local forms and pour conckte to top Offshore, toe 1"brace toeach stud 28d Facenatl 26. If Quare wain 4'x8'Groovetl Siding proceed as follows Steri 2EA 204X16' SOFFITBLOCKING(RIPPED) pouring concrete Brace forms antl pour concrete to top offorms,tap- Y 9 9P and plate .titin mstallafon about`h'below to of fountlahon To edgecan be ROOF SHINGLES 3EA 10' METALZ FLASHING ping form sides to compac[concrete and fill all voids Ret anchorbel(s 9� P P 1 by0,eachmgor 28tl Facenell nailed into 2"x4"fe late atto of wall Nail siding with B- enn TRUSSES AT 2 ROOF BEA 1X4X8" OVERHECORNERAD less,each ovanng 1VNPILA etlgextend of atleate on center above toping to the rete - p P canisteron p gesn- ID� SHINGLES 2k4' TOP PLATE 3EA 1X4%10' OVERHEAD TRIM(HEAD) Wldeehanl eac 38tl Facenatl S. For FANantleustru roar(remove f above top all for sou corrosce test otermedate studs dd"Eflashingpanel pages TRUSSES AT 24' O.C. 3EA 1%4X16' OVERHEAD TRIM(LEG) 12"on center aUntermedste studs Atltl'2'ilashing where indicated W. � 10LB 8D SIDINGNAILS sheathing,each bearing S. For FRORTconstro...remove foundation wall after con- on ELEVATION drawings. V2' HOOF SHEATHING _ trete has set eackill eM1e erienorfounaaM1on wallswlth sell The in- EE SEATHIN9 tenorPoundation walls should be backflired wnh..ru,wed soil to 27. Apply'/e"sheathing over roottrusses starting atihe bottom of the METAL DRIP mCi PPE-ENGINEERED WOOD DOOR PACKAGE 6,656-ss wlNin B"fmmtop of foundation walls. truss(see ROOF SHEATHING LAYOUT) Siaggerlomts of roof METAL DRIP ®!�—� ROOF TRUSS QUANTITY SIZE DESCRIPTION sheathing so that jousts on adjoining sheets do not occur on the same Q 10. For FROSTconstructitn,fill areawdhaminlmum of 4"of truss Check plans carefullyto determine howfarroof sheathing tlB RAZE BOARD Ir 3EA 9'XT OVERHEAD GARAGE gravel antl compact to within 4"of the top of the rear foundation antl to should extend at truss ends Apply 1"x6'fascia and soffits as per the DOORWMARDWARE within 6"of the top ofthe front foundation a[the overhead doors.This tlrawing.. ALLNUM FASCIA 1 78LF DOORSTOP will pitch the slab 2".Install W6x6-2.9x2.9 welded wire fabncover 2EA 2X4X16' OVERHEAD DOOR HANGER gravel fill,and pour concrete slab to thickness shown on BUILDING 26. Apply rotfng tortoni rootshingles,following manufacturer's J, D1AN8- MATERIAL SECTION brewing While pouring concrete,periodically llftwelded Instrucbons Extend shingles`k'beyond fascia Trim excess portions 2X6 SLB-FASCW 1LB BD FINISHNAILS wirefabric to Insure its proper placement In the concrete slab. of shingles from inside In entente mountain a neat appearance. roe FIRMEI TIE PLATE FINISHING STEPS WALL FRAMING STEPS W�R Za2 BLOQCING 2k4' TIE it. You are new reatlyto assemble and install the walls.To ease 29• Trim outdoor openings wlNlambs and casing,and mmeaves TIM TOP PLATE PLATE handling,you will assemble each wall using at least two panels and all corners.Install sltle door and window Assemble all panels on the garage slab before fling them Into 30. Install Overhead garage door following manufactureYsmsVuc- posnion Double-check door and window rough opening sizes before frons. Tx6 FASCIA TRIM framingthem Construction begins with wall anal.A,B.C andD VINYL SNIN6 2x4 WALL STUDS g p 31. Paint orstain siding and him as desired following manufacturer's 3/8' PLYWOOD SOFFIT AT 16' O.C. TRUSS TO PLATE 25X4' WALL STUDS 12. Pai Lay 2"x4"bottom plate(pre-drilled to fit over anchor bolt directions. 12• SHEATHING COMECTUN AT EACH locations)and 2"xa"nip plate for Panel Aside by side,and mark 2"x4" 4 k8• babormm TRUSS (OPTIONAL) stud stations 16"on center asshown onREAR FRAMING ELEVA- SIOMG TION Note that the first space at each panel end is measured from 2G� /�pf1 the outside face of stud to the center line ofthe next stud Nauthrough d ❑OLS p (�OL� g CG,INIC DDC 4L�L� OOP4000 Mn QLD 4G�M�� 40 16-op pennd ny item at tes each connection p'82"long)Using two 4 s- enn nous attach connection SCALE: 1 1/2" = 0-0" SCRLE: 1 1/2" = V-0" pLAA-,QO CONN. SCRLE: NONE ©1998 by Home Planners, LLC M4'-0' L4'-0' U4'O' L�1n —JL4•-0' 1, 4'-0- L4•-0' SNR& 1O t Q I PRE-ENGINEERED WOOD ROOF I TRUSS AT 24" O.C. SCRAP 1x FURRING OVER GABLE 2x4 TIE _ END TRUSS FOR SIDING PLATE APPLICATION I - _ I 4 i(D I j 2x4 TOP PLATE (D Il0 _n. - - (2)1 3/4"1 1/2" MICRO-LAM G�IOO OO fr l��16L,14�10b6 �Ll�'lOO M4 � BEAM (HEADER) 5CRLE: NONE OCCUPA CY 9070 OVERHEAD GARAGE USE IS U WI IL DOOR WITHOUT CI tTIF ATE OF OCCt PANC 2x4 PRECUT WALL ArrPOVEC AS NOT STUD AT 16" O.C. yol DATE: IC iiaB. 6 FEE: ISS�`�14 FOUNDATION STEIMOWkLBUILDING DEPART ,!T (FROST 765-1802 9 AM TO 4 PM OR T FOLIAWMG INSPECTIONS: T-TYPE WIND T- FOUNDATION - TWO R OUIREV BRACINGFOR POURED CONCRETE Ilk 2. ROUGH - FRAMING & P UMBO FOUNDATION FOOTING S. INSULATION (FROST) 4. FINAL - CONSTRUCTIC 4 MU 2x4 TREATED BOTTOM BE COMPLETE FOR C.O. ALL CONSTRUCTION SHA L ME PLATE THE REQUIREMENTS OF HE N STATE CONSTRUCTION & NER CODES. NOT RESRONS! E PC I DON 0ED IT DESIGN OR CONSTRUCTION ERROW FRA I U IL R Y ;. ';•'RIT=G�cEan ca OF 0 D 10 LO .TIO G124H BE N PR VE . G2 EUNRYG3METOE n] pL.La E L mymmOg PL OWL14 4DON R PQAML SCALE: 1/4'•1'-0' SCALE: 1/8'-1'-0' 4lc�;_ 32'-0' 74" 1'-i1R' 24' 24' 24' 24' 24' 24' 24' 24' 24' 24' 24' 24' 24' 24' 1'-1I1P ?AP PRE-ENGINEERED ROOF TRUSS 3'-4' 4'-O' 3'-4' 4'-0' 4'-0" 3'-4' 4'-0' 3'-4' 1xfi FASCIA METAL DRIP TRIM EDGE o r – – –• – •_ _ - , jj� AT IG OSIDING APPLICATION POA' CORNER SHINGLES BOARD BOTH GABLE ENS 6 fiI 6 2r I C16, - - - - - – – – – – - - – – – – – - - – – – – 4X8' GROOVED I I SIDING 1'x4' TRIM 2k4' TIE PLATE • O'-8• I 31/2- 16'-0' 15'-5' 12' —� , I ' I LMCAVAT® d q 9'-6' 9'-6' 9'-fi 3% 3Ye' 4' CONC. SLAB OVER mo El [DO M m El 1:1fl 2-x4' 'G"2k4' TOP PLATE E I 4• GRAVEL BASE W/ 6 6'-2.9f2.9 W.W.F. d � � � � � � � Fol 01 01TOP P GAEL ANEL 'HI 9• o SHIM SPACE SHIM SPACEJ(S�E SHIM SPACE (TOP) a ANCHOR BOLT LOCATID14 I F 0 0 0 0 0 0 M m `�~' 2k4' WALL STIRS (TYPICAL) 4 v, 8 `S' AT 16' O.C. MICRO-L M 1BEM (SEE ff MICAULM BEMMICRO-LM BEM (SEE (2N 3/4V2'mtHEADER DETAIL) y HEADER DETAIL) HEADER DETAIL)0 ELEVATION Y � g ff Q T-TYPE WALL BRACING K' YPICAL) FOR 9D70 O.GD. 9070 O.GD. 9070 O.G.D. 2' 4' JAMS d CR PPE q 2k4' JAMB d C2k4' S 2x4' JAW E IX IPP E NOTCH IMO STLDS 2' 4' CAIFPLE 2k4' CRIPPLE qANCIDE BOLT SETBACI( _NUFROST— — — — — — — — — — — — — — — — — — — m BOTT M TIE PE TREATED BOTTOM TIE PLATE a ° 4 I CONS. I SLAB AT DOOR-NO-FROST 3LAB AT DOOR- SLAB AT DOOR-ND-FROST � I " I — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — ti ° I 9 — — — _ — _ _ — — — — — — — — — — — — — — — — — — — SLAB AT DOOR-FROST < SLAB AT DOOR-FROST a SLAB AT DOOR-FROST Q L - - J • 15' 9'-0' 15' 9'-0' 15' 9'-0' 15' a FROST CONSTRUCTION PANEL 'G' PANEL 'I' PANEL 'J' PANEL 'H• 11-8 V2' n'-8 V2• o I ry SOLID LINE WALL-DASHEDWS EDGE LINEI 4 9'-6' 9'-6' g-g• PANEL F' PANEL 9' < • I t- SHOWS EDGE OF FOOTING. d a FRONT L L� EVATOEON HEADER LENGTH HEADER LENGTH HEADER LEGTH G�06C,14 GML,1L�� I�G�Ll�n10 nM6 (sI�GN/Q5T00b I (FROST CONST. ONLY) 32'-0' 4X8' GROOVED SIDING SCALE: 1/811'-0' . I I G�gOOMnST �MQ�� I�G�IQnNn10b6 C�L�GN/Q4000 rNJ SCALE v41r-0• TDP OF O N4(XETE SLAB a o o p'-0' p•-0• 4 I FROST CONSTRUCTION 0'-0' I 4 SCALE: V4'-1'-O' 4� o NC+ROST CONSTRUCTION 0'-4' 32'-0 L – – – – – – – – – – – – – – – – – – – – – – – – – – J d I SHINGLES 71 1'-TRIP 24' 24' 24' 24• 24' 24' 24' 24- 24' 24' 24' 24' 24' 24' TIN' 41" PPE-ENGWEEAEO ROOF TRUSS 24' O.C. L - - J "X FIBBING FOR SIDING APPLICATION NOTCH STEM WALL 8' t--AT BOTH GABLE ENDS II I I I FOR L4G B0 E DOOR 10'-3' C'-3' 101-3. 2k4' TIE PLATE 16'-0• 8'-0' 15' 9'-0' 15' 9'-0" 15' 9'-0' 15' 3 V2• 8'-0• 16'-0• 7-5' 1/2• 3W 3%' 32'-0' is POO MG�1DLa5P00O 11� PLL H SCALE: 1/4'-1-0' 2k4' TCP PLATE (FROST CONSTRUCTION SHOWN) m m N AT4' WALL 15' STIRS D.C. T-TYPE WALL BRACING � – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – I NOTCH INTO STUDS �I – – – – – – – – – – – – – – – – – I� 2^x4' PRESSURE TREATED L – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – J BOTTOM TIE PLATE 32'0• MAN ML19YATOUM N 11 A 11 11 11 11 111 11 11 11 18'-01 18'-0' 4X8' GROOVED SIDING SCALE: 1/8'•1'-0' PANEL 'A' PANEL E' m 16' 16' 16' 18' 18' 16' 16' 16' 0' 16' 18' 16' 16' 18' 16' 16' 18' 18' 18' 18" 16' 16' 18' 18' 18' 16• 16' 16• 18' 16' 16' 18' 18' 16' 16' 16• 'D' 16' 16' 16' 16'-0' 16'-0• n'-8 1/2• 4P GFCI GFCI ¢P CECI PANEL 'B' PANE 'A' PANEL 'C' PANEL 'E• A19AN VALLA FRAMob6 C=L [@Vz%Tuoa LIMP T WALL FG AMUNIM MUIVA7090H SCALE: V4'-1'-O' SCALE: V411'-0' CORNER DETAIL 12'-0' p•-g• SEE DETAIL FOR SPECIFIC N S01 APPLICATIONN P PRE-ENGINEERED WOOD ROOF 12 4 a ROOF SHINGLES OVER E0FELT ON ROI EXTERIOR POOH SHEATHING ELECTRIC SERVICE p• 12' IS OPTIONAL 4 _LL iL m — — — — — — — — — — — — — — — — — — 2k4' 71E PLATE 2k4' TIE PLATE I, 2k4' TOP PLATE 2k4' TOP PLATE µ+ lL L — — — — — — — — — — — — — — — — — — — J 14'x8' GROOVED SIDING SROM EAVE DETAI U402HCT C�I�C�MQ4��b 4X8' GROOVED SIDING SCALE: V811'-0' OVERHEAD DOOR JA68 DET2"X4' WALL STUDS AIL 16' D.C. ? ? q (4k8' GROOVED SIDING SHOWM m v - m F 9`0"X7'-0' OVERHEAD GARAGE DOE 9'-0"X7'-0' OVERHEAD GARAGE DOOR 3 9'-0"X7'-0' OVEPoEAO GARAGE DOOR r r m m 2k4' (PRESSURE TREATED) 15' 91-01 15, 9'-0' 115, 9'-0• 15' BOTTOM PLATE W/ R"Xp' ANCHOR R, BOLTS (SEE FOUNDATION PLAN PANEL •G' PA1E1 "1" PANEL 'J' PANEL 'H' 2' FLASHING FOR SPACING) TOP OF CONCRETE 32'-0• VARIES SLAB EI-EV. 0-2" T.O. SLAB0 W T.O. STEM 0'-0' FLE G3 PLAN SCALE: 1/4'-1r0 B: ; _ �oU 788 SQUARE FEET a ' o 4' GRAVEL BASE 4' GRAVEL BASE o o 1 • , 4 6 N (2Y4 REBARS 4' CONCRETE SLAB W/ 4' CONCRETE SLAB W/ 12' 8' 6k6"-2.9x2.9 W.W.F. 6k6'-2.9Y2.9 W.W.F.NOTE: SUBSTANTIAL CARE AND EFFORT HAVE GONE INTO THE CREATION OF THE DESIGN OF THESE DRAWINGS,HOWEVER,BECAUSE OF THE IMPOSSIBILITY OF PROVIDING ANY PERSONAL OR ON SITE CONSULTATION,SUPERVISION AND CONTROL OVER ACTUAL CONSTRUCTION,AND 1"6' 8' CONCRETE STEM w J BECAUSE OF THE GREAT VARIANCE IN LOCAL BUILDING REQUIREMENTS,BUILDING PRACTICES AND SOIL,SEISMIC,WEATHER AND OTHER m WALL CONDITIONS,84 LUMBER AND HOME PLANNERS ASSUMES NO RESPONSIBILITY FOR ANY DAMAGE,INCLUDING STRUCTURAL FAILURE DUE TO <D r BLUEPRINTSANY DEFICIENCIES,OMISSIONS OR ERRORS IN THESE OR IMPLIED WITH ESPECTTO THE CONTENT OR USEOFTHESE DRAWINGS INCLUDING BUT NOTLMITED TO ANY EXPRESS ANY OF �I I� I�I� I�G� MERCHANTABILITYOR OFFITNESSFOR PARTICULAR PURPOSE.WE STRONGLY ADVISE THAT YOU CONSULT A LOCALARCHITECT OR NO Ir Ir1iOPJ 11 (ZM4 REBAAS ENGINEER,AND CHECK WITH YOUR LOCAL BUILDING OFFICIAL PRIOR TO APPLYING FORANYBUILDING PERMIT AND BEFORE BEGINNING L - - - - - - - - - - - - - - - - - - - - - - - - J IIIIV� Irl �] II 'Ly Il� II ACTUAL CONSTRUCTION LEFT M.NVAITEM DM��DOMnC� �LGDOG�I 4)(8' GROOVED SIDING 4X8' GROOVED SIDING SCALE: 1/8••1'-0• ❑O M4 rgnfTRUf25T0❑O rN.l 124 SCALE: V2%1'-0'