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HomeMy WebLinkAbout40517-Z Fo`rQgga Town of Southold 1/3/2017 P.O.Box 1179 53095 Main Rd %*P Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 38755 Date: 1/3/2017 THIS CERTIFIES that the building ACCESSORY GARAGE Location of Property: 425 S Harbor Rd, Southold SCTM#: 473889 Sec/Block/Lot: 75.4-29 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 3/1/2016 pursuant to which Building Permit No. 40517 dated 3/10/2016 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: ACCESSORY GARAGE WITH STORAGE ABOVE AS APPLIED FOR The certificate is issued to Suprenant,Adam&Klahre,Laura of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED 0 ()11tr ed Signature .2-22" TOWN OF SOUTHOLD BUILDING DEPARTMENT y �' TOWN CLERK'S OFFICE o . SOUTHOLD, NY y�io1 �A BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 40517 Date: 3/10/2016 Permission is hereby granted to: Suprenant, Adam & Klahre, Laura 600 Hobart Rd Southold, NY 11971 To: construct an accessory garage as applied for. At premises located at: 425 S Harbor Rd, Southold SCTM # 473889 Sec/Block/Lot# 75.4-29 Pursuant to application dated 3/1/2016 and approved by the Building Inspector. To expire on 9/9/2017. Fees: ACCESSORY $292.00 CO -ACCESSORY BUILDING $50.00 i otal: $342.00 Building Impector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. 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. B. For existing buildings(prior to April 9,1957)non-conforming uses,or buildings and 4`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 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$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,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$15.00 Date. 2-o l r New Construction: Old or Pre-existing Building: (check one) Location of Property: �(�� S®y i tk ZZ0- j,Q)M� Spy nkots`7 House No. Street J `' Hamlet Owner or Owners of Property: A oA v\ J�Pae� :r� LAo rzA k L it Suffolk County Tax Map No 1000,Section Block q Lot Z Subdivision Filed Map. Lot: Permit No. OS / Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: X, (check one Fee Submitted:$ ® '� Applicant Signature a ���` SOF SOUry °�'Y�OUMY,�•c� TOWN OVSOUTHOLD BUILDING DEPT. 765-1802 INSPECTION FOUNDATION IST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: 6�j-) 46 DATE INSPECTOR t I� S O OF UT,yolo �y000M'1�� TOWN OF SOUTHOLD BUILDING DEPT. ` 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] F ,F06NDATION 2ND [ ] INSULATION [ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: OC e DATE 409 of INSPECTOR D�l �oF SOUTH �o� olo TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ( ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] I ATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY ( ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS. d 1/9W o 6- kAV Xa, w)ON oVvj Go Cc6c�l s e s DATE �� INSPECTOR SO//Ty cOUM'I,p TOWN OF SOUTHOLD BUILDING DEPT. 765-1602 . INSPECTION- FOUNDATION 1NSPECTION- FOUNDATION 1ST" [ ] R GH PL13G. [ ] FOUNDATION 2ND [ ] SOLATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: 6�_fPAQZU4� MWO I f c DATE INSPECTOR O1 I ��OF SOUIyo coulm, TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] SULATION [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: �IAAL &6b l"A QVV 61Ai v • WQ ol- I/ D(t Q h + C— [2 DATE INSPECTOR��V%�OQL r: � r u , .� . r . • � r ,r. WA Ira r + s 0 , sr Cl � o rIMUL ATION. STATE , r � r 'T'ad- POW WON slond :1.l I WMATII r , r TOWN OF SOUTHOLD 'BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD, NY 11971 --- meets of Building Plans TEL: (631)765-1802 Planning Board approval FAX: (631) 765-9502 --�itrvey SoutholdTown.NorthFork.net PERMIT NO. (!�( Check Septic Form MY.S.D.E.C.` Trustees C.O. pplication Flood•Permit Examined ,20 Single&Separate Std ater Assessment Form /v Contact: Approved ,20 Mail to: Disapproved a/c Phone: 631 Expiration 0411 20 D �C� ctor D APPLICATION FOR BUIL G PERMIT VAN1 20 Date , 20—LL $U"IN m". INSTRUCTIONS TOWN OF SOUTHOLD a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 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 application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for'any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or-other regulations affecting the property have been enacted in the interim,the Building Inspector may.authorize; in writing,the extension of the permit for an addition six months. Thereafter,a new permit shall be required. 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,housig'co ,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name,if a corporation) Po zox (44q (_z�"VU_t> N3 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises NOAan^ (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. �1-�— Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: House Number Street Hamlet • ,:,..;'• ,ca;i': is +�=.':s�,"'.,.3��, ' ' County Tax Map No. 1000 Section 77�S - Block;''�:+=..L.;/4ss`��;;.c : ���• Lot . { •0.0 • t,r `�i'w+�.t�.a,� , Y « Subdivision Filed Map No. Lot E - 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy �,i �l�y�7�,jLL/ tT CQ�Q �ti7 aw"��alC b. Intended use and occupancssot` -y go i-DI�j 3. Nature of work(check which applicable):New Building Addition Alteration ' Repair Removal Demolition Other Work (Description) 4. Estimated Cost 55 , 060 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 3q l Rear__3q l Depth 27! G !� Height -Z8 ' Number of Stories Dimensions of same structure with alterations or,additions: Front Depth Height W11 Number of Sptoribs` V O°!'15=Vis' k i l 8. Dimensions of entire new construction: Front ' Rear Height ?�I� Number of Stories{ Z 9. Size of lot: Front 113 0 / Rear lqq. Depth 10. Date of Purchased ) Name of Former Owner j-V A--M= C 40 11. Zone or use district in which premises are situated A 12. Does proposed construction violate any.zoning law, ordinance or,regulation?YES NOY-1 13. Will lot be re,graded?"YES NOXWill excess fill be removed from premises?YES NO , ADAM BAG:T- 14. 14. Names of Owner of premises � zAJIA i« £Address g253nF l 'Wk Q0 Phone No.Vo) yc�- Cil Name of Architect Co ��'C�ARI s,)��5 ►osC AddressU&iLC�D 4 Ci Phone'NoZz'? 77-7 Name of Contractor (3846TM PQ IL t iAV, , Address,i3cC 3A&,%Lv4Q C,tWF- Phone No. T4 317 765= y7Sy— 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES - NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? *'YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. E i 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO_,)( * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF ) being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the (Contractor,Agent, Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; 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�( 20 �^% CONNIE D.BUNCH Notary Public Notary Public,Sate of New York Signature of Applicant No.01 SU6185M Qualified in Suffolk COunty- -t Commiselon Expires Apr,,14,? r• Scott A.' Russell ���° � S']F01 K A4[WA']FIEIK SUPERVISOR U3 AMIA NA\G]ECENT SOUTHOLD TOWN HALL-P.O.Box 1179 AF 53095 Main Road-SOUTHOLD,NEW YORK 11971 Town of So u th o l d CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOES THIS PROJECT EC T INVOLVIE ANY ®1F THE FOLLOWING: Yes No (CHECK ALL THAT APPLY) ❑� A. Clearing, grubbing, grading or stripping of land which affects more , than 5,000 square feet of ground surface. ❑®, B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑® C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑ D. _Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. I El[4 E. Site preparation within the one-hundred-year floodplain as depicted on FIRM Map of any watercourse. ❑� F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date '& County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES.to-one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the-Building Department with your Building Permit Application. APPLICANT (Property Owner,Design P.ofessional,Agent Contractor,Other) S.C.T.M. #: 1000 Date Dutnct � . 1 ' � y NAME �� 6 Section Block Lor rr� '�— - - lSis�eiur< :x K•x� I-OR BUILDING DEPj1RI'N•IEN f U;iE ONLY Contact Information 6"—;j 01 s- f ' `re,phum N-5- - Reviewed By Date '� Property Address/ Location of Construction Work: — — — — — — — — — — — — — — — — — Approved for processing Building Permit 42—C. Soo—, t+ I44agog, Stormwater Management Control Plan Not Required. Sco—i1A�17 I ❑ Stormwater Management Control Plan is Required Z'' (Forward to Engineering Department for Review) FORM # SMCP-TOS MAY 2014 ,. _._d w___, ,._.. .. ._ .�_ .� o �. '�;,v{ � ..� + ��i - .. _ - f .< a c ._� �- •. .. a �3� x . . _, � � .w� `#. �w • 4 t- x .y { i�---------- Jaw - - r �yc 77 Ap- � . N n dy L •`" _4 x VV 0 C7T( P P 1'►6.7. r �f I 1\ \ SURVEY OF PROPERTY OAD [-OT 3 - AT SO UTHOLD Ism � NIo/FSES � HOU FANO �c;:EE TOWN , -OF SO UTHOLD o � l CATA & CAS-"LLv C I�dATE�) � �L 150' `- —� SUFFOLK COUNTY, N. Y. D1(yELLlt1G (PUgLI t;\ RS D. 1009-75 - olf=29 D , K 3tty�� \ � °0 -I ft£BAft N�1•40 20 — EASEMENT Gvpg�\C Fro � OCTOBER 2�,2002 DEC. 9,2002 RE(EASEMENT VISIONS x — FEB. 5,2003 REVISIONS JAN. 23, 2004 (RNAL) t T.) DEC. 5,2005 PRO. , ADDI 6 40rE�x stag s� \ APRIL 21 201 APRIL 28, 015 R.O.W.) j 1 1 - ' FES Aft NS�—-- ITHN�/ VOLOSIK R �FosueDV'dEl- '� ` S70CtE P o27.6 1 1 w 60.0 N7- Y i LOT L.O T2 o_HWs£� 1 t9 o �• ��f �(Z��DSG� 1 :fi J REtA'RP� t'� Q � R�D< Qt O U DIRT DRIIVVE ky ��— — ,I J 231.5 , o CERTIFIED TO: N86'22`Ol•E _;>,': ;.I is2.6s��© -36. ?4 S1.'�0�20 O�1 WAY o y-::\ ''L T��(vT ADAM SUPRENANT - ; d in LAURA KLAHRE _ t s 230.43' O _ Y'� EASEMEN X62.75. $s e�oac cuize �W 00. S 81•g0'2o" W CHICAGO TITLE INSURANCE SERVICES,LLC FARM CREDIT EAST,ACA. - @o =HYDRANT N oHws �I,88' ' ¢ZT A,= STAKE SP1K£ 9rJp"ltd 2 g lt�E SIC �PdA-CE►q) -POLE " F '6.27 /_ p LLRAG (PUB = MONUMENT OIC �jF NEt-11 • = REBAR S O= POLE g\RK c�gLEC Bpd p, R� c�`� '� °�.M 18 , Ox `` LOT NUMBERS ARE REFERENCED TO MAP OF MINOR c D SUBDIVISION OF PROPERTY SURVEYED FOR SALVATORE CA'TAPANO' FILE D IN THE OFFICE OF THE SUFFOLK h CLERK ON JUNE 25, 1992 AS MAP NO. 9238 � -- ANY ALTERA77ON OR AD0177ON TO THIS SURVEY IS A VIOLATION _ N.YS. LIC. NO. 49618 OF SECTION 72090F THE NEW YORK STATE EDUCATION LAW. AREA= 80.02P SO.. F7: Or 1.8370 A CERS /lE _. MORS, P C. EXCEPT AS PER SECTION 7209—SUBDIVISION 2. ALL CERTIf7CA77ONS (631) 765-5020 FAX (631) 765-1797 HEREON ARE VAUD FOR THIS MAP AND COPIES THEREOF ONLY IF P.O. BOX 909 SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR 1230 TRAVELER STREET WHOSE SIGNATURE APPEARS HEREON. SOUTHOLD, N. Y. 11971 ®�_��3 4 S.C.T.M. NO. DISTRICT: 1000 SECTION: 75 BLOCK: 4 LOT(S):29 Z LOT 3 Oco 196.01, MAIN ROAD 'Q S81040'20 E „ o 0 LAND N/F OF J t t CATAPANO LOT 3 � O W 236.95 V L 4 i � o Lor 1 OC0 Lor 2 to �-► EXISITNG O 2 STY CO DWELLING I 3 pWELLING � GARAGE FOUNDATION LOCATION N 24.0' N APRIL 22, 2016 231.56' ,20„w 127.7o S81040 — O 2 — _ d 1 � � � THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL 00,7 EASEMENT / �� LOCAAONS SHOWN ARE FROM FIELD OBSERVA77ONS / AND OR DATA OBTAINED FROM OTHERS. 50ELEVA77ON DATUM: _________________________ S7 27 AREA: 80,0.30.67 SQ.FT. or 1.84 ACRES UNAUTHOR12E'0 ALTERA77ON OR ADDITION TO THIS SURVEY IS A WOLA77ON OF SEC77ON 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY / MAP NOT BEARING THE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN / ONLY TO THE, PERSON FOR WHOM 7HE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION, GUARANTEES ARE NOT 7RANSFERABLE. THE OFFSETS,`OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDEI? TO MONUMENT THE PROPERTY LINES OR TO GUIDE 7H£ ERECTION OF FENCES, ADDITIONAL STRUCTURES OR AND OTHER IMPROVEMENTS EASEMENTS AND/OR SUBSURFACE STRUMRES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE TIME OF SURVEY D 1ECRSURVEY OF: CPT 1 CERTIFIED TO: ADAM SUPRENANT; D MAP OF: SAL�ATORE CATAPANO ' LAURA KLAHRE; APS 216 FILED: JUNE; 25, 1992 No.9238 $ SITUATED AT. OUTHOLD BUILDING DEPT. TOWN OF:SO(}1THOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK C11 UNTY, NEW YORK Professional Land Surveying and Design TOWN OFSOUTWOLD P.O. Box 153 Aquebogue, New York 11931 PHONE (631)298-1588 FAX (631) 298-1588 FILE N 16-411 SCALE: 1 ”=40' DATE:APRIL 23, 2016 N.YS. LISC. NO. 050882 maintaining the records of Robert J. Hennessy & Kenneth M. eoychuk From The Workshops of COUNTRY CARPENTERS , INC . FEE �Tre!®MSK NOTI=Y z.I.a.. r (�(1 N G LANDS M_fife, FIOLL I:yl o-�\i ni 1.✓' Q . 2. ROUC:E , yr 4 FINAL (,Of*!-F I!CT!^": P.' IST ME COMPLFT­ f I T ,,1 �`�I R ;,,ni�. f�':_ =T THE dv" REQ C,;~E:�;E<RITSIOF�T4-��:CC) �. r;F�lr-1 B EA M B 1 YORK STATE. N' r;E:�P0i'!L,:IF,1 E FOR DESIGN OR CONU";HUCT ION EERIRCRS. METAI ROOF �r BY OWNER IS U' Al.rVFUL V'JM�-UT GERTIFIC/7i E CF CC5r1C' RIGHT ELEVATION SCALE: 1 /411 = 1 1011 COPYRIGHT NOTICE: ®®® THESE DCCUAIKXO P!USTTD. T AN ORIGINAL DESIGN BY COUNTRY GhRFEN-TRS INCORFORA"`D, THEY ARE THE PF<OPEF?Y OF COUNTRY( CAR°ENTFr 1!JCOr?POPATED WHO RETNNS ALL CCMV`DN LAW, STATUATOF"'Y AND OTH-,_R RLSEP.VED RIGHTS, INCLUDING COPYRIGHT- THE PURCHASER/OWNER ACKNOWLE?GES THAT THE PLANS, SPECIFICATIONS, DESIGNS AND DRAKINCS CF COUNTRY CARPENTERS INCOFPOR 7FD, ARE NOT TO PEE USED Erf ANY P RSONS OTHER THAN OWNER A�NU THAT SUCH DOCU�+ENiS ARE FROTECTED THE COPYRICH'T LAWS OF THE UN'"D SLATES. THESE DOCUOE.NTS ARE NOF TO EE REPRODUCED OR TRANSFERRED At:D ANY VIOLATION OF T!1IS COPYRIGHT WILL BE PROSECUTED TO THE FULL EXTENT OF THE LAW. THIS PLAN IS UM70 TO THE CONSTRUCTION OF THE ONE BUILDING PURCHASE FROM COUNTRf CAR°ENTERS INCORPORATED. FRONT ELEVATION SCALE: 1 /411 = 1 '0" COUNTRY CARPENTERS, INC. 1 - 1/2 STORY BARN 24' FRONT 20' DEEP 10/12 PITCH ROOF PAGE SCHEDULEFOR: BLOSSOM MEADOW FARM COPYRIGHT NOTICE: 0 ftjFiy, 425 SOUTH HARBOR ROAD THESE DOCUMENTS ILLUSTRATE AN ORIGINAL DESIGN BY COUNTRY 1 FRONT & RIGHT ELEVATIONS ����' SOUTHHOLD, NY. 11971 PH: (631 ) 948-1098 CARPENTERS INCORPORATED,THEY ARE THE PROPERTY OF COUNTRY CARPENTERS INCORPORATED WHO RETAINS ALL COMMON LAW, A2 FOUNDATION PLAN * p -, � � COMPUTER FILE #: 10-102-24—BlossomMeadowFarm01 CT.REG. : 523020 DATE: 04 Feb, 2016 STATUATORY ND OTHER RESERVED RIGHTS, INCLUDING COPYRIGHT. r MA.REG. 130254 -Z �. THE PURCHASER/OWNER ACKNOWLEDGES THAT THE PLANS, 3 FRONT & RIGHT FRAMING x' '' RI.REG. 21868 REVISED: SPECIFICATIONS, DESIGNS AND CARPENTERS INCORPORATED, ARE NOT TO BE USED BY WINGS OANY PERNSO OTHER THAN r THE PURCHASER/OWNER AND THAT SUCH DOCUMENTS ARE 4 LEFT & REAR ELEVATIONS & FRAMING �o DRAWN BY: Mvffi PROTECTED BY THE COPYRIGHT LAWS OF THE UNITED STATES. a�� ;ss,c COUNTRY CARPENTERS, INC. THESE DOCUMENr5 ARE NOT TO BE REPRODUCED OR TRANSFERRED 5 S ECTI 0 N TH R U ' '`�� n `¢�4' PRE—CUT POST & BEAM BUILDINGS SCALE: AS SHOWN AND ANY VIOLATION OF THIS COPYRIGHT WILL BE PROSECUTED TO THE FULL EXTENT OF THE LAW. 6 STORAGE LOFT FRAMING PLAN & STAIR DETAIL _� 326 GILEAD STREET, HEBRON, CT. 06248-1347 DRAWING NUMBER: THIS PLAN IS LIMrrED TO THE CONSTRUCTION OF THE ONE BUILDING 7 CONNECTION DETAILS (860) 228-2276 www.countrycarpenters.com 1 of 7 PURCHASE FROM COUNTRY CARPENTERS INCORPORATED. SEAL IS FOR STRUCTURAL DESIGN ONLY USP FOUNDATION CONNECTORS ATTENTION FOUNDATION 10'' CONTINUOUS CONCRETE WALL CONTRACTOR: 1 1 PA 1811 *CALL BEFORE YOU DIG! *CHECK WITH OWNER TO CONFIRM PROPER TYPICAL PLACEMENT AT ORIENTATION OF ALL MAIN POST LOCATIONS: BUILDING. — 3" IN FROM CORNERS *CALL LOCAL BUILDING — OR CENTERED ON POSTS OFFICIAL TO VERIFY — AS SHOWN. PROPER FOOTING DEPTH. ill NG - NG 24'0" O.A. *CALL OFFICIALFOR PIER AL I OR FOOTING INSPECTION P 18 P ST BEFORE ANY CONCRETE P RLIN P. SILL 12'0" 12'0" IS POURED. A HOR ' *TOP OF WALL TO 2'0" 9'0" I 13'0" FINISH FLOOR HEIGHT NOTE: CRITICAL TO PROPER 10 � TOP OF WALL FIT OF STAIRS WHEN —8" ABOVE APPLICABLE. GRAD *TYPICAL FOUNDATION �4" CONCRETE FLOOR - T r DESIGN SPECS - I ° DOOR OPENI -100 NG_ _ _ 40 I - - CONCRETE•/ / � I ETE i 1IZT�S�9���1Z-�_Z � � - FLOOR O \ I O 3500 PSI PITCHED \ I SHOWS 6x8 POST 1/8 PER FOOT. Z I I LOCATION ABOVEw COMPACTED , CONCRETE WALLS w GRAVELTE FLOOR WITH 3000 PSI. >0 Z 6x6 WELDED WIRE REINFORCING n -� / *REFER TO SECTION O H a O I / I '3 c0 PAGE FOR ADDITIONAL zI - JI-p (1) 4 REBAR 12 FROM Q �a O FOUNDATION DETAILS. U_j p I OP OF WALL, CENTERED 8" CONTINUOUS i O p Q L� o (1) #4 REBAR 3" TO 4'' I JI J U I v FROM BOTTOM OF �I CONCRETE WALL ON J W FOOTING, CENTERED / 10" CONCRETE PIER ON —20"x10" CONTINUOUS a I 24x24x10 FOOTING J�0 I a FOOTING TO HARP FIRM I i <00 TO HARD FIRM Q I UNDISTURBED EARTH UNDISTURBED EARTH. /I a I ➢ _ MIN. 48" BELOW GRADE i Q 0 0 0 l O I I aw - -- — — — — — — — — — -------------�—— -- - ---- I O ry 20" N ;''' SHOWS 6x6 POST NOTE: TOP OF PIERS 1" ----1- N LOCATIONS /ABOVE I ABOVE FINISH FLOOR _____ /JI _ I NO NOTE: FOUNDATION DESIGN — BASED ON SOIL BEARING CAPACITY OF 2500 P.S.F. CD /� SHOWS 6x8 POST i _ _i / I LOCATION ABOVE TOP OF WALL TO I I j I / FIN. FLR. AT STAIRI I SHOWS 8x8 POST I LOCATION MUSTI BE I 11 FAY 11 I LOCATION ABOVE 6" OR LESS FOR = I- PROPER FIT OFISTAIRI I 7JI�L��o�1OPL09 FA3 FOUNDATION CONNECTOR :, DROP WALL 12 ' I TYPICAL PLACEMENT LOCATIONS: lL / , -1 z _j — 2" FROM DOOR DROPS AND — AT MAX. OF 5' DISTANCE 2'0910'1' 13'0" ALONG PERIMETER WALL 0 " 1 " 12'0" I 12,0" SID FA3 —P ST 24'0" O.A. MUD L P. SILL ANC OR -� NOTE: TOP OF WALL FOUNDATION PLAN SCALE: 1 /411 = 11011 10" 8" ABOVE DE p �4" CONCRETE FLOOR FRONT J o I o 8" COMPACTED LLI m>z I z GRAVEL Op I (1) #4 REBAR 12" FROM U—I O ( = TOP OF WALL, CENTERED �� � - Awe O J - ^� O Q a (1) #4 REBAR 3" TO 4" COPYRIGHT NOTICE: —1 FROM BOTTOM OF THESE DOCUMENTS ILLUSTRATE AN ORIGINAL DESIGN BY COUNTRY r' < J LL_W i FOOTING, CENTERED CARPENTERS INCORPORATED, THEY ARE THE PROPERTY OF COUNTRY 4i _J LL_0- ° CARPENTERS INCORPORATED WHO RETAINS ALL COMMON LAW, <00 4 STATUATORY AND OTHER RESERVED RIGHTS, INCLUDING COPYRIGHT. t� C) p d �� THE PURCHASER/OWNER ACKNOWLEDGES THAT THE PLANS, �•� ,665 cit' _ SPECIFICATIONS, DESIGNS AND DRAWINGS OF COUNTRY CARPENTERS 7 O I INCORPORATED,ARE NOT TO BE USED BY ANY PERSONS OTHER THAN ° 0 p r THE PURCHASER/OWNER AND THAT SUCH DOCUMENTS ARE PROTECTED BY THE COPYRIGHT LAWS OF THE UNITED STATES. THESE DOCUMENTS ARE NOT TO BE REPRODUCED OR TRANSFERRED SEAL IS FOR STRUCTURAL AND ANY VIOLATION OF THIS COPYRIGHT WILL BE PROSECUTED TO THE FULL EXTENT OF THE LAW. DESIGN ONLY 20" THIS PLAN IS LIMITED TO THE CONSTRUCTION OF THE ONE BUILDING —-—-—-—- PURCHASE FROM COUNTRY CARPENTERS INCORPORATED. PAG E ALL MAIN POSTS, BEAMS & JOISTS GRADED #1 &/ OR #2 N.E.L.M.A. EASTERN PINE, RAFTERS GRADED #2 S—P—F UNLESS OTHERWISE NOTED. FOR ROOF BOARDS, RAFTER LAY-OUT NOT STANDARD; FIRST AND LAST BAYS 1" 2'1-3/4" LARGER. 2'0-1/4" le 2r0" FOR CDX, LAYOUT TYPICAL2�� . 2x10 RIDGE ® 24'2" of 2x10 RIDGE 3x4 ROOF ` OVERHANG 0,43x4 ROOF `� �+ 12 OVERHANG— ` 10 4x6 GABLE 4x6 GABLE NAILER . ��'`�� 2x8 NAILER RAFTERS 2x6 11 24" O.C. COL R- 2x4 SHOE IS OUT 1" ' 6'5 TIES BEYOND OUTSIDE �' �rI BOWTOP oC 48" D.C. END OF JOISTS. �� •• 3x4 GIRTs Nr WINDOW HTP -TZ 3x7" STEEL 8x8 3" FACE _ PLATS APPLIED TO OUTSIDE BEAM OF F ME B FORE SIDING! RAFTER, 8x8 BEAM & 2x4 SHOE, EXTEND 1 HTP37-TZ 3"x7" STEEL 8x8 BEAMS MAX. SPAN FIGURED 10' 04 BEYOND LOWER FRAME PLATES APPLIED TO OUTSIDE OF BUILDING 5'10-1/2" _ 5'10-1/2" 24" 3x4 OF FRAME BEFORE SIDING! o �I 7x7 STAIR BRACES 1 x8 T & G DECKING HEADER 7x7 STAIR 4x7 JOIST/NAILER 7x7 STAIR NAILER NAILER , 4x7 STAIR FILLER 4x7 FLOOR JOIST 20" 3x4TRANSOM R.O. 8x10 28" 3x4 �___ - 6x10 6x10 CROSS-TIE MAI. SPAN..FIGURE '0" BRACE9'0"xIll-1/2" CROSS-TIE BRACE _____ CROSS-TIE BRACE EXTENSIONS ----- CUT ON SITE 3x4 HEADER N 3x6 HEADER N 20" 3x4 - 0 i 0 2'8" �_____= BRACE 2'8" `-� 3'6" 34" 3x4 — N BRACE V~i NI J V I Y O a 1'3" _ i ' 0 1 1'2" 3x4 GIRTS -___- 9'1" S- 3x4 GIRTS�S'0.. _ I 2'1" pp i o a0 3" FACE - _ i 3" FACE n I X �' ------co it CX CO r7 � 90 34" 3x4 N1 _ ---- -L00 N1L� BRACES 0 = Z 0 - --------- — — — BRACES _J --- - - --__Tl-:1 -I oxo old r- _ ' I x yL-- —FINISH FLOOR------ P.T. SILL I P.T. SILL FIN. FLR. I 6,1 5,2-1/21 � - RIGHT FRAMING SCALE: 1 /4" = 1 '0" FRONT FRAMING SCALE. 1 /4 � - 1 '0" �0�� VIEW FROM OUTSIDE VIEW FROM OUTSIDE ---------------- NOTE: i FOR CONNECTION DETAILS ' L SEE PAGE 7. COPYRIGHT NOTICE: _ c i'- tll THESE DOCUMENTS ILLUSTRATE AN ORIGINAL DESIGN BY COUNTRY CARPENTERS INCORPORATED, THEY ARE THE PROPERTY OF COUNTRY CARPENTERS INCORPORATED WHO RETAINS ALL COMMON LAW, STATUATORY AND OTHER RESERVED RIGHTS, INCLUDING COPYRIGHT. i1 psv � THE PURCHASER/OWNER ACKNOWLEDGES THAT THE PLANS, SPECIFICATIONS, DESIGNS AND DRAWINGS OF COUNTRY CARPENTERS INCORPORATED,ARE NOT TO BE USED BY ANY PERSONS OTHER THAN THE PURCHASER/OWNER AND THAT SUCH DOCUMENTS ARE PROTECTED BY THE COPYRIGHT LAWS OF THE UNITED STATES. THESE DOCUMENTS ARE NOT TO BE REPRODUCED OR TRANSFERRED AND ANY VIOLATION OF THIS COPYRIGHT WILL BE PROSECUTED TO SEAL IS FOR STRUCTURAL THE FULL EXTENT OF THE LAW. DESIGN ONLY THIS PLAN IS LIMITED TO THE CONSTRUCTION OF THE ONE BUILDING PURCHASE FROM COUNTRY CARPENTERS INCORPORATED. PAG COPYRIGHT NOTICE: THESE DOCUMENTS ILLUSTRATE AN ORIGINAL DESIGN BY COUNTRY CARPENTERS INCORPORATED,THEY ARE THE PROPERTY OF COUNTRY CARPENTERS INCORPORATED WHO RETAINS ALL COMMON LAW, STATUATORY AND OTHER RESERVED RIGHTS, INCLUDING COPYRIGHT. THE PURCHASER/OWNER ACKNOWLEDGES THAT THE PLANS, SPECIFICATIONS, DESIGNS AND DRAWINGS OF COUNTRY CARPENTERS INCORPORATED,ARE NOT TO BE USED BY ANY PERSONS OTHER THAN THE PURCHASER/OWNER AND THAT SUCH DOCUMENTS ARE - PROTECTED BY THE COPYRIGHT LAWS OF THE UNITED STATES. METAL ROOF - THESE DOCUMENTS ARE NOT TO BE REPRODUCED OR TRANSFERRED AND ANY VIOLATION OF THIS COPYRIGHT WILL BE PROSECUTED TO BY OWNER THE FULL EXTENT OF THE LAW. THIS PLAN IS LIMITED TO THE CONSTRUCTION OF THE ONE BUILDING PURCHASE FROM COUNTRY CARPENTERS INCORPORATED. NOTE; VERY IMPORTANT, K.D. (KILN DRIED) SIDING, TRIM, LOFT DECKING, & ROOF BOARDS MUST BE PROTECTED FROM ABSORBING ON SITE. KEEP BOAIRDSRUP 0 FHTHEONSTRUCTION GROUND, & COVERED rrrr r] TO PROTECT FROM GROUND MOISTURE & RAIN. wirprimm WINDOWS & DOOR KITS SHOULD BE KEPT INSIDE, UNTIL READY TO USE. p ALL MAIN POSTS, BEAMS & JOISTS GRADED #1 &/ OR #2 N.E.L.M.A. EASTERN PINE, RAFTERS GRADED #2 S-P-F UNLESS OTHERWISE NOTED. ®®® ® ® ®®® REAR ELEVATION SCALE: 1 /411 = 1 10" LEFT ELEVATION SCALE: 1 /411 = 1 10" FOR ROOF BOARDS, RAFTER LAY—OUT NOT STANDARD; FIRST AND LAST BAYS 1" LARGER. 2'1—3/4" 2'0-1/4" FOR CDX, LAYOUT TYPICAL 2' 4`� 0" 2�1 I 2x10 RIDGE ® 24'2" 200 RIDGE / 3x4 ROOF // \ OVERHANG 2x6 4x6 GABLE COLLAR— /�• \�'+ 12 NAILER TIES //.. 4x6 GABLE NAILER \ 6 �10 48" O.C. 2x8 ------ \ RAFTERS - RAFTER, 8x8 BEAM & 24" O.C. /!� NI BOWTOP WINDOW 2x4 SHOE, EXTEND 1" HTP3 TZ 3";:7" STE // 1011„ CENTERED ON RIDGE \ p0 BEYOND LOWER FRAME 3x4 ROOF 8x8 /' PLATE APPLIED TO 0 SIDE OF BUILDING OF FR ME BE RE Si ING! OVERHANG BEAM / `�' JL IN OW- - WIND \\ C. 8x8 BEAMS MAX. SPAN FIGURED 10'2" OP NN N C. N'OPENM JL JL 3 x_1/2" 2x4 SHOE IS OUT 1" 3'7-1/2° L JL 24" 3x4 BEYOND OUTSIDE 24" 3x4 HTP37—TZ 3"x7" STEEL 1x8 T & G DECKING BRACES END OF JOISTS. 11BRACE PLATES LIED TO OUTSIDE OFF FRAME PBEFORE SIDING! 6x10 4x7 JOIST/NAILER 11 11 4x7I IFLOORIJOIST I 1@ 24"1 IO.C. 11 EF CROSS—TIE 28" 3x4 800 6x10 CROSS—TIE MAX. . SPAN FIGURED 9'0" BRACE CROSS—TIE 20" 3x4 BRACE EXTENSIONS BRACE CUT ON SITE _ r----------------� 3x6 HEADER N — —— NOTE: i 2'811 -1--- 5'Z_11 - iSNr u--i5114„---f- FOR CONNECTION DETAILS ' IL JL_JL J L JL JL_ 20" 3x4 °' ® °' SOWN Ir 7r ,r � ® r 7r ,r- HOWN BRACE ® I SEE PAGE 7. V NI OPEN II II II II bPEN NI 1- L---------------J 11'2" 3x4 GIRTS d - co 1'3" NO L JL JL J O L JL JL-JJ 3x4 GIRTS p --- 3" FACE 00 M 00 0- 9'1" a 9'1" 3" FACE °D cfl GO _ I t0 0 N00I 34" 3x4 g,p-- 34" 3x4 CO N, c° 34" 3x4 �Q�� BRACES -�-- --- — --- — BRACE I BRACES ��c'D %11 Ny P.T. SILL P.T. SILL FINISH FLOOR------ L SIL__—_— J 6'6-1/2 6'1 1 " 6'6-16'1 I65 a S FOR REAR FRAMING SCALE: 1 /4I = 11011 LEFT FRAMING SCALE: 1 /4" = 1 '0" SEAL (DESIGN ON YTURAL VIEW FROM OUTSIDE VIEW FROM OUTSIDE PAG E 4 ALL MAIN POSTS, BEAMS & JOISTS GRADED #1 &/ OR #2 N.E.L.M.A. EASTERN PINE, RAFTERS GRADED #2 S—P—F UNLESS OTHERWISE NOTED. �F �o q'AO METAL ROOF RIDGE VENT BY OWNER. BY OWNER INSTALLED PER MANUFACTURERS 2x10 RIDGE SPECIFICATIONS. DETAIL SHOWING HOW RAKE BOARD OVERLAPS +� 12 TRIM & FACIA. 710 _ _ F _ 2x6 COLLAR—TIE 48" 0.C. S _ �S@ rSTRUCTURAL DESIGN DATA: I WIND LOAD 120 MPH ROOF LOAD 35 # PSFI 1x6 ROOF I STORAGE LOFT LOAD 40 # PSF ' SHEATHING I AtI,� ROUGH SIDE OUT STORAGE sA LOFT �I 9, WOOD SHINGLE UNDER—COURSE OR METAL DRIP EDGE Q 8x8 I BY OWNER o BEAM 4x7 FLOOR JOISTS 4-1/2"x4- 1/2" 1 x2 TRIM (.0 1 x8 T 8c G DECKING @ 24" O.C. I BRACE 1 x6 FACIA I.. CONTINUOUS N Q �.. - SOFFIT VENT 8x10 CROSS—TIE MAX. SPAN 11 '1 " ° BY OWNER C. 4-1/2 x4-1/2" _jI co MORTICE BRACE zl 6x6 POST of ° CUT ON SITE C�I EASTERN WHITE PINE 10'0" I jI 10'0" PREMIUM GRADE SIDING 8x8 POST - ---------- 010 ----------- -------L-------- -------- - 1x8 & 100 SHIPLAP @ 10'2" i ROUGH SIDE OUT 5/8" STEEL PIN ,�! 2x8 P.T. SILL r----------------- USP PA18 P.T. PAD �I i NOTE: i TOP OF PIER 1 TOP OF WALL TO �,� FOR CONNECTION DETAILS ABOVE FINISH FLOOR-,\ FINISH FLOOR 8" SEE PAGE 7. 10 i,FINISH FLOOR L_—_—_—_—_—_—_—_J GRADE q o s 4" CONCRETE FLOOR WITH 6x6 WIRE REINFORCINGo GRADE MAINTAIN SEPARATION 8" COMPACTED GRAVEL ° (1) 4 REBAR 12" FROM z BETWEEN PIERS & FLOOR ° OR SIMILAR MMATERIAL.RUITABLE TOP OF WALL, CENTERED FLOOR TYPICALLY PITCHED 8II CONTINUOUS 1/8" PER FOOT. NOTE: FOUNDATION DESIGN , p CONCRETE WALL ON 10�� CONCRE I RON CAPACITY OFBASED ON 02500 PNG .IL IS F. aO 'a ' 24"x24"x 10" FOOTINGS a 20"x 10" CONTINUOUS d , p ° , 1: ° TO HARD FIRM ° FOOTING TO HARD FIRM 3500 PSIE FLOOR o o10 10 UNDISTURBED EARTH UNDISTURBED EARTH ' ° ATTENTION: CHECK WITH 20" 24" CONCRETE WALLS (1) #4 REBAR 3" TO 4" FROM C CON PSI LOCAL BUILDING OFFICIAL BOTTOM OF FOOTING, CENTERED FOR PROPER FOOTING DEPTH! COPYRIGHT NOTICE: SECTION TH R U SCALE: 3/8" = 19011 * THESE DOCUMENTS ILLUSTRATE AN ORIGINAL DESIGN BY COUNTRY n x1.: 1, CARPENTERS INCORPORATED, THEY ARE THE PROPERTY OF COUNTRY CARPENTERS INCORPORATED WHO RETAINS ALL COMMON LAW, �n STATUATORY AND OTHER RESERVED RIGHTS, INCLUDING COPYRIGHT. p6v THE PURCHASER/OWNER ACKNOWLEDGES THAT THE PLANS, SPECIFICATIONS, DESIGNS AND DRAWINGS OF COUNTRY CARPENTERS INCORPORATED,ARE NOT TO BE USED BY ANY PERSONS OTHER THAN THE PURCHASER/OWNER AND THAT SUCH DOCUMENTS ARE PROTECTED BY THE COPYRIGHT LAWS OF THE UNITED STATES. THESE DOCUMENTS ARE NOT TO BE REPRODUCED OR TRANSFERRED SEAL IS FOR STRUCTURAL AND ANY VIOLATION OF THIS COPYRIGHT WILL BE PROSECUTED TO DESIGN ONLY THE FULL EXTENT OF THE LAW. THIS PLAN IS LIMITED TO THE CONSTRUCTION OF THE ONE BUILDING PURCHASE FROM COUNTRY CARPENTERS INCORPORATED. PAGE 5 ------------------------- ON SITE CARPENTER/BUILDER TO VERIFY ALL MAIN POSTS, BEAMS & JOISTS iDIMENSIONS ARE AS SHOWN, AND IS GRADED #1 &/ OR #2 N.E.L.M.A. RESPONSIBLE THAT STAIRS ARE BUILT EASTERN PINE, RAFTERS GRADED TO BUILDING CODE SPECIFICATIONS. #2 S—P—F UNLESS OTHERWISE NOTED. ------- - - ------ STORAGE LO FT f f ID 4-1/2"x4-1/2" NEWEL POST 5/4x6 STIFFENER 3x4 GUARDRAIL z ' 5/4x8 RAIL , 5/4x8 RAIL 7x7 STAIR 4x6 STAIR HEADER 5/4x8 RAIL RAIL BACKER 17 71 7x7 STAIR 88x0S MAIN o NAILER 6x8 MAIN I O o POST STAIR HANGER S Sig+�, s'Qq� q�� � i OLL O �I Z_ 'ILL. o' 6x 10 1" RISER BOARD 'Qy = I O t2,o„ NI 12,0„ CROSS—TIE 0I= 'C.) ALL JOISTS 40 0' 800 5/4x6 STIFFENER 12� I F- UNLESS OTHERWISE NOTED NI CROSS-TIE -J 'CL 40" TREADS 4-1/2"x4--1/2" ABOVE PLATFORM NEWEL PO T z I=- o' 4-1/2"x4-1/2" 70 STAIR ivl NEWEL POSTS HEADER ® 12'0" N 15 RISERS @ 7-7/16" 44" TREADS W r6,',6; 2x10 TREADS BELOW PLATFORM I 6x6 POSTS BELOW o N " ® o FINISH FLOOR of I STAIRS TO 2x4 SHOE EXTENDS = BELOW 1" BEYOND LOWER oI FRAME OF BUILDING STAI R D ETAI L SCALE: 3/8" = 11011 - N VIEW FROM INSIDE al X 1 E K N G PLATFORM NI 4x6 STAIR 70 STAIR RAIL BACKER NAILER ® 11'4" STORAGE LOFT FRAMING PLAN SCALE: 1 /4" = 1 $011 VIEW FROM ABOVE FRONT COPYRIGHT NOTICE: < a � THESE DOCUMENTS ILLUSTRATE AN ORIGINAL DESIGN BY COUNTRY fn CARPENTERS INCORPORATED, THEY ARE THE PROPERTY OF COUNTRY CARPENTERS INCORPORATED WHO RETAINS ALL COMMON LAW, N�,\ STATUATORY AND OTHER RESERVED RIGHTS, INCLUDING COPYRIGHT.THE SPECPFIAnONSRDESGNSOWNERAND DRAWINGGES S OF THAT RY CARPENTERS K DTE KILN DRIED)VERY IMPORTANT, TRIM, LOFT DECKING, ` �p�L-`=�0`'���� INCORPORATED,ARE NOT TO BE USED BY ANY PERSONS OTHER THAN THE PURCHASER/OWNER AND THAT SUCH DOCUMENTS ARE & ROOF BOARDS MUST BE PROTECTED FROM PROTECTED BY THE COPYRIGHT LAWS OF THE UNITED STATES. ABSORBING MOISTURE ON THE CONSTRUCTION THESE DOCUMENTS ARE NOT TO BE REPRODUCED OR TRANSFERREDAND ANY SITE. KEEP BOARDS UP OFF THE GROUND, & COVERED SEAL IS FOR STRUCTURAL THE FULL�EXTENT OF EITHE LLAW.RIGHT WILL BE PROSECUTED TO TO PROTECT FROM GROUND MOISTURE & RAIN. DESIGN ONLY WINDOWS & DOOR KITS SHOULD BE KEPT INSIDE, THIS PLAN IS LIMITED TO THE CONSTRUCTION OF THE ONE BUILDING UNTIL READY TO USE. PURCHASE FROM COUNTRY CARPENTERS INCORPORATED. PAGE NAL WI H°6-1 d VIEW OF GABLE END NAILS. USP RT7A HURRICANE TIES USP MSTA21 RAFTER TO RAFTER STRAPS INSTALLED EVERY RAFTER INSTALLED EVERY OTHER RAFTER AND NAILED (AS SHOWN) USING 10 USP 0 Q` WITH 8-10d COMMON NAILS EACH SIDE. N8—GC 8d x 1-1/2" THESE (4) NAILS COMMON NAILS. �� ARE 16d. BEAM TO BEAM & r BEAM TO POST. NAIL !� AS SHOWN WITH 40d POLE BARN NAILS. •• NAIL AS SHOWN WITH 12d NAILS. COLLAR—TIE USP HTP37—TZ NAILING PLATE ` �I eEgM �P OPPOSING NAIL COLLAT H(ES TO MIN MINIMUM USE 20-10d NAILS RAFTER 5-12d NAILS. BRACES NAIL WITH AS SHOWN d NAILS WI H 0 OM OFOLD RAFTERS USH NAI RIDGE COLLAR—TIES TO RAFTERS `ER NAILERTO POST RAFTERS TO RIDGE USE MINIMUM OF ' 6-40d POLE BARN NAILS. NAI SER BEAM TO BEAM & BEAM TO POST BEAM TO POST USE 40d POLE BARN Pp ST ql`E NAILS AS SHOWN T R USP KRPS28 STRAP NAILING PLATE111s d NAILS �� BEAM NAILED WELL WITH 8-16d COMMON NAILS EACH SIDE USE 12-8dCOMMON NAILS USP HTP37—TZ a �' ' • NAILING PLATES SS,TIC USE 20-10d NAILS SRO MORTISE & I'lp ST TENNON _ -- c NAI SER Pp ST SS,TI� 4-1/2"x4-1/2" MORTISE m BRACE BEAM & SHOE EXTENDS 1" BEYOND LOWER m FRAME OF BUILDING 1"x9" HARDWOOD DRAWING (REPRESENTS GENERIC PEGS VIEW OF A STANDARD 1-1/2 STORY BARN. SEE COLOR—CODED PLAN FOR SPECIFIC FRAMING. NAIL WITH 3-16d NAILS EACH END. �rF�A COMMON BRACE �G 40d POLE BARN / POST FRAMING ly USP PA18 ANCHOR —OR— USP FA3 ANCHOR 'S _ NAILED WELL WITH NAILED WELL WITH 0 — 16d 12-16d COMMON NAILS 6-10d x 1-1/2" NAILS,,. 12d �( , 5„ 3 _ 1 /2 1 //III COPYRIGHT NOTICE: < THESE DOCUMENTS ILLUSTRATE AN ORIGINAL DESIGN BY COUNTRY Z7 VIEW FROM OUTSIDE CARPENTERS INCORPORATED, THEY ARE THE PROPERTY OF COUNTRY CARPENTERS INCORPORATED WHO RETAINS ALL COMMON LAW, _ �^ STATUATORY AND OTHER RESERVED RIGHTS, INCLUDING COPYRIGHT. 6$r( C THE PURCHASER/OWNER ACKNOWLEDGES THAT THE PLANS, SPECIFICATIONS, DESIGNS AND DRAWINGS OF COUNTRY CARPENTERS INCORPORATED, ARE NOT TO BE USED BY ANY PERSONS OTHER THAN THE PURCHASER/OWNER AND THAT SUCH DOCUMENTS ARE PROTECTED BY THE COPYRIGHT LAWS OF THE UNITED STATES. SEAL IS FOR STRUCTURAL THESE DOCUMENTS ARE NOT TO BE REPRODUCED OR TRANSFERRED AND ANY VIOLAT10N OF THIS COPYRIGHT WILL BE PROSECUTED TO DESIGN ONLY THE FULL EXTENT OF THE LAW. THIS PLAN IS LIMITED TO THE CONSTRUCTION OF THE ONE BUILDING TACK SILL TOGETHER USING 12d GALVANIZED BOX NAILS. PURCHASE FROM COUNTRY CARPENTERS INCORPORATED. PAGE