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Home My WebLink About42986-Z TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health bL SOUTHOLD,NY 11911 4 sets of Building Plans TEL:(631')765-1892 Planning Board approval FAX:(631)765-9502 Survey_ Southoldtownny.gov PERMIT NO. Check I Septic Form ND XY, .D.E,C°, i� Trustees C.O.Application Flood Permit Examined_ ,20 Single&'Separate MS Truss Identification Form Storm-Water Assessment Form / Contact: Approved q 20 L Mail to;t�� Disapproved alc t �'9 I ot a.¢,, ( tT�-k f' Phone Ex '��--+qy¢o¢ 0 rMt ` p ( LJ 1 LN 1 Spector JUL Z �8 APPLICATION FOR BUILDING PERMIT BUILDING DEPT. Date �P,, ' 20IP TOWN 07 S,4)T,. . OLD INSTRUCTIONS 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. ti f.Every building permit shall expire if the work arithorized 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,thv 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,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) (Maaling address of applicant) 7—r/TUGr-. State whether applicant i owner lessee,agent,architect,engineer,general contractor,electrician,plumber or builder Name of owner of premises_J04A/ /A 41\4E- do,rv"7-" Vit,¢ufl i -dov , (As on the tax roll or latest deed) li'girl:➢:a4fatur ,tihrcFi0[ 4otiwirta:p;urr of duly authorized officer (Name and title+of c*prtrtc officer') Builders License No. 2 ,4 Plumbers License No. Electricians License No. Other Trade's License No. � W 1. Location of land on which proposed work will be done: /s House Number Street Hamlet County Tax Map No. 1000 Section /2 Block _Lot -_ 4/- Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed co;ostruction: a. Existing use and occupancy1 "&.�,�. b b. Intended use and occupancyw m / — 4t �� P�� 3. Nature of work(check which applicable):New Buildittgv"� Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost '175a C' 7 C 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_ Rear Depth Height. Number of Stories Dimensions of same structure with alterations or additions: Front l 2 4 1 001 Rear . e Depth Height Number of Stern 8. Dimensions of entire new construction:Front Y3 Rear_ S!3 ; Height /e, 1/0 " Number of Stories 9. Size of lot:Front 200 Rear 00 Depth /1�, — 10.Date of Purchase/t,/tF1rF-C/f -2 flame of Former Owner 11.Zone or use district in which premises are situated — �4(p 12.Does proposed construction violate any zoning law,ordinance or regulation?YES_NO 13.Will lot be re-graded?YES_NO vlWill excess fill be removed from premises?YES v''NO Name of Architect �IrfYLK SC�tlnJAR-Tz- Address C" Jrn Jnr a1 1'lton No. , - S �''!o p r� 14.Names of Owner of remises �'�opt�" t 1ess '�'`L ,,��-�" Phone.No %. � 7 3_4- Name of Contractor JOPIV G'oNTE Address S4., Phone No. 5�4� 15 a.Is this property within 100 feet of a tidal wetland or a freshwater wetland?*YES NOy *IF YES,SOUTHOLD TOWN TRUSTEES&D.E.C.PERMITS MAY BE REQUIRED. b.Is this property within 300 feet of a tidal wetland?*Y.ES NO *IF YES,D.E.C.PERMITS MAY BE REQUIRED. 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 V-/' *IF YES,PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF ) 0H j.� �'��j being duly sworn,deposes and says t �t e�s�licant (Name of individual signing contract)above named, Notary Public,Slate of New York No.01 BU6186050 (S)He is the Qualified in Suffolk County ....... ...... ....... (Contractor,Agent,Corporate Officer,etc.) commission XPI � 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. S o ),before me this <� clay of � 20 d �'V4' � Notary Public Signature of Applicant 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 forni). 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 sinfflar 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"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 Da New Construction: Old or Pre-existing Building: (check one) Location of Property�,��L_�?_0_0 -rr C Hamlet House No. Street Owner or Owners of Propert ._jaL4LV Suffolk County Tax Map No 1000, Section Block Q Lot Subdivision Filed Map. Lot: Permit No.-A Date of Permit. Applicant: Health Dept.Approval:_2(4�5.............. Underwriters Approval: Planning Board Approval. Request for: Temporary Certificate Final Certificate: mITm (ch,e'Ll-one) Fee Submitted: $ N Applicant Signature Town Hall Annex Telephone(631)765-1802 54375 Main Road _ Fax(631)765-9502 P. O. Box 1179 coo Southold, NY 11971-0959 log NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION PRE-ENGINEERED WOOD CONSTRUCTION ANDIOR TIMBER CONSTRUCTION Date:, V I � Owner:,J HN e" L .z Location of Property: Please take notice that thd,(qheck applicableline): New commerce or're ide�tl l structure Addition to eifiu► commercial or residential structure Rehabilitation -an existing.co .. mercil or residential fstructure to be.,.constructed=br performed at the subject property reference above WHA utilize (check applicable-line): Truss type con.$truction O Pre-engine Ind_"lido icontroctio (P ) Timber constrLf .( "C)'" in the following location(s) (checWapplicable line): Floor framing, including girders and beams (F) Roof framing (R) Floor and roof;framing (FR) r Signature: Name (person submitting this form): �� Capacity(check applicable line): Owner Owner representative TrussReg15_docx Effective 1/1/2015 y O FFq Scott A. Russell S I ST0IKN[WAT]E1K SUPERVISOR AMIANA.G IENHEN T STOWN HALL-P. Box 1179 53095 Main Road-SOUTHOLD,NEWYORK 11971 Town of Co u th o]d C TER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE' APPLICANT ) At-.11GI-0 92018 DOES THIS PROJECT INVOLVE Ally' ®F THE F SII (CHECK ALL THAT APPLE Yes .No E A. Clearing, grubbing, grading or stripping of land which al"1` @fivro" than 5,000 square feet of ground surface. TOWN OF SOUT1`101, Elo B. Excavation or f illing involving more than 200 cubic yards of material within any parcel or any contiguous area. E] 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. El E. Site preparation within the one 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 Professional,Agent,Contractor,Other) S.C.T.M. '�: I OOO Date .�^ District NAME: ) ra Et!� 8 r��ti � Section Block Lot V i FOR BUILDING DEPART SII NT USE ONLY Contact Inroyonatio r: " Reviewed Ey: Property Address / Location of Construction Work: VAppr Dater for processing Building Permit. i ff Management Control Plan Not Required. �'_...� _._...... r Ma tneem De ntrol Pl forq"` " I na ementPlan is Required. o Engineering p Review.) FORM # SMCP-TOS MAY 2014 L APPLICANT: S.C.T,M. #: 1000 CHAPTER 236 (Property Owner,Design Professional,Agent,Contractor,Other) D,,,- � � - Stormeater Management Control Plan CHECK LIST NAME: J t Section Block Lot S M C P -Plan Requirements: Provide ONE copy of the Building Permit Application. TV Date: * The applicant must provide a Complete Explanation and/or Reason for not providing /o��'�� all Information that has been Required by the following Checklist! - ,,,� Tckplwnc Number. — 1. A Site Plan drawn to scale Not Less that 60' to the inch MUST i If You answered No or NA to any Item, Please Provide Justification Here! YE NO NA IIf ou need additional room for explanations, Please Provide additional Paper. show all of the following items: Y a. Location & Description of Property Boundaries b. Total Site Acreage. c. Existing -Natural & Man Made Features within 500 L.F. of the Site Boundary as required by §236-17(C)(2). _ LIRAINAGE g _ IONS ARE REQUIRED d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water. tact 0 En inearingt e. Limits of Clearing & Area of Proposed Land Disturbance. B i3, OR Provide Eng ', - f. Extst ng & Proposed Contours of the Site (Minimum Z Intervals) r"at the r -_ e has -n i- __ i g __ g. Location of all existing & proposed structures, roads, }. driveways,sidewalks, drainage improvements&utilities. _ h. Spot Grades & Finish Floor Elevations for all existing& proposed structures. I� _ SED), 1. Location of proposed Swimming Pool and discharge ring. aH 41cluijebut,pat_ j. Location of proposed Soil Stockpile Area(s). A well Mai rne k. Location of proposed Construction Entrance/Staging Area(s). Wire Ba£ kir; I. Location of proposed concrete washout area(s). s �:,3 - M, Location of all proposed erosion&sediment control measures. 2. 2. Stormwater Management Control Plan must include Calculations showing that the stormwater improvements are sized to capture,store,and infiltrate _ on-site the run-off from all impervious surfaces generated by a two(21 inch _ a I IF rainfall/storm event. l 3. Details&Sectional Drawings for Stormwater practices are required for approval `_ Items requiriDq details shall include but not be limited to: a. Erosion & Sediment Controls. - b. Construction Entrance & Site Access. ✓ _ C. Inlet Drainage Structures (e.g.catch basins,trench drains,etc.) T d. Leach inE Structures (ez infiltration basins,swales,etc.) t " ' _ 7777 I *�1kX v FOR 1:::NGINEERI i�� DI PART �i�[' USE ONLY Additional Information is Required. Reviewed & £€ Stormwater Management Control Plan is Not Complete. Approved By: PERMIT FOR APPROVAL OF CONSTRUCTION FOR A DRAINAGE CALCULATIONS: S.C.T.M. N0. DISTRICT: 7000 SECTION: 139 BLOCK;3 LOT(S):44 � #R10-18-0050 oWtiLlNcs SINGLE FAMILY RESIDENCE ONLY A)DWELLING W70WEBED�ZGJS w.Fr --____� w/weLtO xWEx aQ)Te x o.tae o— tdouih€o yy __� 750•-y- (2S x 6 DEEP DRYYEL4-4ti2t1 PflONDFD w w DATE'-�H.S.REF.No. {�� r� 6)u"flwa s7ess-sae a EL 9.3 EL 8.7 JDC07hlG WA R MH yy (1)STA x 2'DEEP ORYMELL-133N PROYMED �t�`�'l 4Y }-�.7�- APPROVED ` E,�J A.j y --_. -_ ,YPK:AL ORYWEU CROSS.SECTION 'mom oP P!Awk yr Rd w w FOR MAXIMUM BEDROOMS (CONC.PRECAST COMPONOVIS) ADSL s.z wTHREE TEARS FROM DATE OF APPROVAL le== , EL 10.3 Mp. N71°Si qO"E EL 9.5 U.P.0 - FL 9.0 r+ iN/+ 4 aw.+i Aw n4 wrom+YM-{+• -E�'TSTUEE __ 9. s LT FES Lj 200.(X)' U.P.EL 71.0 tt p "-.�_ N1D COIARRVC1aN - 30'T�' GILT KEEP ENT ON SITE 5LT AIL AN AOR EL 11.6 EL 72.0 81*WSDEEP _ BKX 60.2' ,*2 / 'F' NDIVELIINGS C :,. f��'. ...3 ✓ S�j .: C t W/Kee WATER S& - G Y50'—►- '� Ir.7I 4 BEDROOM S'Y51QE 4+ ' BET t i5J } CON3TRUCT3ON EMRANCE-STATE DIO.T OF COMPACTED 1,250 GAL'S.T. FF STY p) 1 7#'S'IDNE B(EID OR N.Y.SGT-' 11ON APPROVED R.CA assn {2)8'dAtB'OtYP LP. \ LAND N/F FKl TO/8'(Mln.)ABOVE EXISTING GRADE FOR DRAINAGE. OF 74.81 EL(t2o) sass: _ pm.} KAREN MCSHANE I !; . El{720) '{ L ELEV.9.4 �t� OT/4 acw mA�im�l 'T'T8 DNxS'OEEEI+ MM OF GARDEN HEIGHTS)577 OL OWNDOU SANDY LOAM POSED 5x4- _. ____12 --- ------ __ evrs�o+c cxax+o OFRBN7DE 3 � � N �t 12.7 BROWN y S€ '� J P7 3 Stl SAND 2.3' r EL 15.9 t nm �® - Ent m ; 13"aim `€ EL 13.9( bWN P EL 13.6 Ia•+---,Ali € 1t �" lSee_rq of e- =c€.'G- nac&n-c& m= 4.6 ZONED R-40 _ �^� FRONT YARD: 40'MIN LANDN/F -__.__ ____z_______ — DMII19fGS __ ..,74----� w/Pueuc WATER OF D.T4s HIGHEST EXPECTED SIDE YARD: 15'MIN (35' COMBINED) iwRUTH M MYERS 20O�, REAR YARD: 50'MIN GROUND WATER d 1.4 JUN 2018IN AWN C.I. LOCKING I t E _ _ SLI 4'€- 6.0' THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL COVER TO GRADE LOCATIONS SHOWN ARE FROM FIELD OBSERVA77ONS Et(ta5) FINISH GRADE k t -_.r TSU -L a €. t I €_ GRAVEi. AND OR DATA OBTAINED FROM OTHERS a'tne,-; 1,. - A _'' i1AT.vr zo.zor8 NAVD88 )'MIN-2'MAx - AREA: 22,764.05 SQ.FT or 0.52 ACRES K.worCHUK Ls £LEVA77ON DATUM: 1 4"-FT. F 6 COVER 1{8a--- x UNAUTHORIZED At1FRA 770,N QP ADOJPON TO THIS SURVEY/S A VIOLATION OF BECKON 7209 OF THE NEW YORK STATE EDUCA 770N LAW. COPIES OF THIS SURVEY 8®COVER MAP NOT BE,4RING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO 8E A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN 6" 8"SLAB ONLY TO THE PERSON FOR WHOM THE SURVEY 15 PREPAREDAND ON HIS BEHALF TO THE 7777.E COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION EL(i t.0) INVERT-1 04j.T�aS)NVERT. ii6' HEREON,AND TO THE ASSIGNEES OF THE LENDING INS777UIION, GUARANTEES ARE NOT TRANSFERABLE. 0-(11.45) INi/RT INVERT THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE EL 10.75) E1.00.61) NOT INTEND-', TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE EREC71ON O�'FENCE$ ADD177ONAL STRUCTURES OR AND OTHER IMPROVEMENTS. EASEMENTS FOUNDATION FLOW 8'0 3'COLLAR AN, SUBSURFACE S7RUCRJRES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE 77ME OF SURVEY WALL BAFFLE Aft POOL CLEAN JOHN CONTE; DIANNE CONTE; COARSE SURVEY OF*DESCRIBED PROPERTY CERTIFIED T0: 5'_8a 6�SAND& TANK 3'MIN GRAVEL MAP OF: APPROVAL F T NMA-E G STEWART TITLE INSURANCE COMPANY; FILED: C I110tI N ADVOCATS ABSTRACT INC.; €xc- ; USE 4" DIA. APPROVED SEWER PIPE SITUATED AT:MATTITUCK -< 1000 GAL. PRECAST S.T. P bi .' ELMO TowN OF:SOUTHOLD , - � KENNETH M WOYCHUK LAND SURVEYING, PLLC w SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design Z 0.1.4 - .' aA,�EE P.O. Boz 153 Aquebogue, New York 11931 HIGHEST EXPECTED GROUND WATER PHONE(631)198-1586 FAX(631)298-LBBB REVISED 06-05-18 FlLE 18-18 SCALE:1"=30' DATE:MARCH 15, 2018 N.Y.S. LISC. NO. 050882 mYnEdniv�Mu reaorL a>m r.a®ne..r A XemeEL M.W�e+lc S.C.T.M. NO. DISTRICT: 1000 SECTION: 139 BLOCK: J LOT(S):44 #RIO-18-0050 AFRRvZ-AL FOR A DRAINAGE CALCULATIONS: QoW¢uncs -'NGLZ:FAMY RESME ILNCt:ON;.Y A)DIVEULNG W COVERED P=&636 SOFT. W/PUBIJC WATER ISO,— S'DEEP DI?I-40a PROVIDED w 9 -765 SO.FT. B)DRKWY EL EL 8.7 0014 w D;�T�F liD I 70.0.16�127 e DIG W4 w • (1)WOO,x 2'DEEP ORWELL.I�PROVIDED B." WV TER MAIN 'V, F I c--V-,-�0 TYPICAL ORWELL CROW SECTION EDGE OF PA EWT PREEUAJV �R- FOR%UwUi9&F--BEDIROam. (GOING.PRECAST COMPONEIM) OADEL 9.2 EUIPIRES THREEYEARS FROM DAIE OFAPPROVAL U.P. N 71°51'40"EL 10-3 No EL 9.15 U.P.0 EL 9.0 I SILT PENCE E13 0 0 0 PROPOSED 11 = 0 0 CL to -t7o '1-1.— - 9.1 200.00, LLPcr MID�=N 5(rw RY F04m SUr SUFFIGiEN 0 KEEP 12 U SILT SEDIMENT ON SITE RAY BAIL AND/OR a- .- SILT FENCING EL 11.8 EL 120 m 9A z =4� W ( F 51 -8w -O+- EL(t20) \1 14 - 5 3' 8' ter. g COLUIR 802 FU WyQh&TO BE 60.2' CLEAN S*il)MO GPMAM� EL(I 1.0) DWELLINGS WIPUBLIC WATER 150'- -t!I1 4 BEDROOM SYSTEM STY DIiEL"eI,IC W1157RUCTION OIRINCI–FOUNDATION OF COMPACTED 1.250 GAL S.T. STONE BLEND OR N.Y.STATE D.O.T.APPROVED R.CA JFLL TO 18"(Mi.)ABOVE EXISTING GRADE FOR DRAINAGE DEEP L LAND NIF 3 'til OF 50.5 .0 KAREN MCSHANE ELEV.9.4 Evcnn Fe.y ( a 1 P euG s'OEEP sm+c awwo LOT 14 MAP OF GARDEN HEIGHTS 1577 OL DR BROWN 1.I, SANDY LOW 1t m PROPOSf9 sat 2.7 BROWN OF WM Sm LOAMY SAND 2.3' ;_I LL, El 75.9 EL 1316 BROWN U.P. 571 Et MEDIUM IL 111191 '51'401, SP SAND 4.6' ZONED R-40 GIRAVEL DwduNGs--------LAND'ii?P--------- ------- ------- FRONT YARD: 40'MIN WIPUBLIC WATER OF -------------- --- EL 14.2 HIGHEST EXP&rED SIDE YARD: 15'MIN (35' COMBINED) 150 RUTH M MYERS 200.0,9, GROUND WATER EL 1.4 WATER IN REAR YARD: 50'MIN oup. MEDIUM BROWN C.I. LOCKING Sw 6.0, THE WATER SUPPLY WELLS, DRYKELLS AND CESSPOOL SAND LOCATIONS SHOW?V ARE FROM FIELD OBSERVATIONS COVER TO GRADE I a, EL(12.5) FINISH GRADE GRAVEL AND OR DATA OBTAINED FROM 07HERS. -7- U[kRCH f2o'20-17' Is NAVD88 I' 1/4"-F7. MIN-2'MAX - AREA: 22,764.05 SQ.FT. or 0.52 ACRES K.WOYCHUK IS ELEVA77ON DATUM: i 1 8 -FT UNAUTHORIZED AL7ERA7ION OR ADDITION TO WS SURLY IS A WOLA770M OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY F 6'COVER I �C—R MAP NOT BEARIAC,7HE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HE SHALL RUN i� 6"SLAB EL(I 1.0) ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO ME 7777E COMPANY' GOVERNMENTAL AGENCY AND LEADING INS77TUT70N I DID INVERT NYERT LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTITUTION, GUARANTEES ARE NOT TRANSFERABLE. EL(I 1-25)INV INVERT THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE ff EL(IO.67) NOT INTENDED 70 MONUMENT THE PROPERTY LINES OR TO GUIDE THE EREC7701V OF FENCES,ADDITIONAL STRUCTURES OR AND OTHER IMPROVEMENTS EASEMENTS FOUNDATION FLOW 8'0 3'COLLAR AMD/OR SUBSURFACE S7RU&7URES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE 77ME OF SURVEY POOL CLEAN WALL BA Mi COARSE SURVEY OF.,DESCRIBED PROPERTY CERTIFIED TO: JOHN CONTE; DIANNE CONTE, DUN W)DATION ALL 6'SAND& GRA VEL MAP OF: STEWART TITLE INSURANCE COMPANY: TANK 3'MIN FILED: ADVOCATS ABSTRACT INC.; USE 4- DIA. APPROVED SEWER PIPE SITUATED AT.MATTITUCK 1000 GAL. PRECAST S.T. EL(&O) TOM OF:SOUTHOLD KENNETH M WOYCHUK LAND SUPVMN , PLIC af SUFFOLK COUNTY, NEW YORK I Professional Land Surveying and Design 1.4 A` P.O. Box 153 Aquebogue, New York 11931 HIGHEST EXPECTED GROUND WATER PHONE(631)298-1588 FAX(631)296-1598 REVISED 06-05-18 FILE 18–18 SCALE:1"=30' DATE:MARCH 15, 2078 i N.Y.S. LISC. NO. 050862 -W.Wt.,tad—rd.of Robert L 11-new A K—th X Wyhk AS 4¢ Vq% d `4 TOWN OF SHELTER ISLAND 38 North Ferry Road, P.O. Box 970 Shelter Island New York 11964 William W.Banks: Building Inspector&Zoning Officer Tel (631)749-0772 Mary C.Wilson:Building&Zoning Clerk Fax (631)749-9305 BUILDING DEPARTMENT CERTIFICATE OF OCCUPANCY December 14, 1999 THIS CERTIFIES that the building located on the north side of Sleepy Hollow Road,distant+/- 948 southwest of the intersection of North Midway Road, in the Town of Shelter Island, New York and designated as Suffolk County Tax Map#0700/014/05/07 conforms with the application and Permit No. 5476 dated July 25,•1999 and amended December 14, 1999 on file in this office and complies with the requirements of the Zoning Ordinance of the Town of Shelter Island, New York. Zone: C-Residential Occupancy: One story, one family dwelling with unfinished basement and attic storage,rear deck, basement garage area. This certificate issued to: Kathipen S. Bowditch 12 Sleepy Hollow Road,Shelter Island, NY PIT No. '5274 ---------------- 1ND ?< T �rE� rain - r '♦ _ A sr crarE ;• _ D SCRIPTION-- 9:T& RE%ns c)N •2ae R ' MILY ; 1 ,r 4 nee DESCRIPTION oza r+ a� ° CAPE - L`FPoY �. :'�'- i• la COVER 5F-2LT 3-22-91 9 2$-98 7n CROSS ECTTEAv'for-2a h G 3-22-91 2-19-_8 2c RAI56D RANCH - 1 FFlIi LY►" 7a_1 CONNECTION DET - 30 & 100 8-28-55 2-198 a i. 2n TYP RANCH PLAN 322-91 1 2- 8 _ MPH WIND QJOT FOR NYS1 2d RANCH ELLr _l,F y• - y 3-22 91 259-98 'e 7b SECTION for 2!).t 3-Z2 9I �-+98 ' Za- RANCH TEE 1 FAM T < " ' 4i 2b TTP 3 E PLfBJ L'`6 1� t { �`- 7 $• 20 TYP RAISED RANCH 3-22-91 2-19-98 7b1 CfiPE-MOOED'- AL T. DET. 2-19-92 2-19-98 2f Y SPLIT. L 1 FAMILY Y a ik-Jl•✓l�� Y a-!'+ , `` +� S' 2d TTP RANCH ELL 3-22-91 2-19-98 7c` CROSS SECTION for 2c i. 3-2Z791 2-19-98 Z SPELT .• H r I�J 7d CROSS SECTION for 2d.a 3-22-81' 2-19-98 A, RANCH - 1 or 2(� 2a TYP RPNCH TE 322-91 2-19-98 r'• �u 2f ;3YP SPLIT LEVEL ELL 32291 2-19-98 7e CROSS SECTION for'2fg! 3-22-91 6498r- 2f r 98- Zj. RpI5E0 RANCH.- 1 " Y ` ` - 2 TYP SPLIT LEVEL TEE 3-22-91 2-19-98 7f. CROS3 SECT_ for 2J.k k_Ln t 3-22'91Ei -4 98 2i' 2 STORY - 1 FAMIL ►•►& r gyp' { $ ; - > :, RANCH 1-STCRY- 1 FAMILY 7f1 C 20$S SECTION`for 2s 3-22-95 6-+-98':Pi 2k •2{STORY - 2'FAMIL , ': =�^ _ '•aY 3-22-91 2-19-98 OP RGOF CROSS SE ON 3-22-91 6 498 2k-l: 2-STORY UPPEW FAMIC t ATTACHED OR 2 FAMILY 7g T :►' ; 7g� 9 612/12 CATH. ROOF`•OPT.' 22-91; a2-19-98 21 "ENO.TO RAISED RANCH 1 FAMILY }22-9f 2-19-98 i�•" 21 7h CROSS SECTION for 2m =l 3-22-91 6=4-98: Zm COIFTEIIPORARf 2' Y. ATTACHED OR 2 FAMILY yt '>; 2, 'CROSS SECTION for Zr:-: 3-22-91 6-4-98 2n+'SINGLE PARLEY AT 1: TYP-2 STORY 3-22-91;', 2-19 98 Ti I J Y, 7• ALT IRNATE CONST.'DETAILS 3-22-91 2-19-98 20 , r•MM)LE7T2ANCt1 + 2 STORY- 2 FAMILY 3-22-9I 2-19-98 i 7k ALTERNRTE CONST. RIES 3-22-91 6-+-98. 2' OpULE-VIDE 2r5 -:L t. 7k 1 ' r i J- yc i J ` -: ` 2k_I. STOR7 UPPER/LOWER 2`FAr1ILY 6-I4ri 2-19-98 7/12 CATH. ROGF OPT_ 3-1-93 2-19-98 2q 14F $ END TO END SPLIT LEVEL., 3-22-9t 2-19 98 7k_1 _ 2m TYP CONTEMPORARY 2 S70RY 3 22-91 2-19-98 71 ALTERNATE CONST. DETAiI'S' 3-22-91 6-4-28!" 2r BOX - 1 FAhIIIa� ` ,f j 2n 1 FAMILY ATTACHED-•2 STORY 3-ZZ-91 2-19 98 7m AL TE T_ a S_ 322-91 6-4-98 2a 6, 2 STO Y x 'ra♦` i .rFr�.+Y. :: `} 20, TYP SINGLE MODULE 3 193 2-19 98. ✓ 7n. ALTERNATE CONST. DETAILS 3-ZZ-19L 6-4 98 2t .AFT - TYP SINGIF MOCULE 2'STORY 3-1 93 2-19-98 SGY •BOX BATH'ROOF OP7_. 3-22 91 - s. X 'IImICAtES e r 3 MOOIAE RY�iCt! PIAN' 3-22-95 2-19 98 7 CRoss'SECTLON for 20 3-1=93I. o 2 0 7 CR055 SECTIOP for 3-1-33 6-4-98 ` t+oT.ItiQt�rtac 2r . . SALT BOX 3-22 95 2'19.8 q t4`4n ZS rf_ SIX BOX 2=STORY t 3-22-9S 2-19-98 u CROSS SECTmN for 2t 3-22-95 6.4¢98` t suamu w Ca;+.C#StEti' 2t ALTERNATE 2 STORY - t.' r SI10nI77ED ON LESS 4 j - f 3- -9S 2-19 99 TT£7pNV•E:BEEN P"D FRAMING DETAILS 322 91' 1rI9 98 r of. 3- 91 98 t r e 7' ` _ 2 OPTIOt�I ELEVRTIONS: 998 8b `°.F ING OE7yLL5 Z-19-98 r R l r' t ZE 2 OPTIONAL t1EVATIONS ti 3-22-91 2-19 98 r'r ems. Be F'Rf-MING DETAILS • < `•I4 -� .•'+ r tr, ," ,t,J�` W d FRAMING _1- NA, L'�P OH7A RAT 6 ` p r �' t� 1w EDIJLES 6 t�TES 3-22-91 9-28-98 8 .i' 4 r; �� STgT{ ' e . rte 3b 5'6 NOTES. - 3-22.81 6-4-ss e' �i��? :r: z_n[srE naQEGS�Cf�S TiiE �sPEeglc 7 STRUCTURAL SCHE0. StlJC3TES!` 3�L-93y '� >+ F;FE7RATED ASSE1181 Y i1FFAp5 `r �qQR�,S�5i4Y1 Piton 1 K •w4 %� j ° 1`; - ,'1 ti-� 3C -i !s ♦ 2'FAMILY V 1, M1 YKS Ot7Tc � .. 1 / Ja �^'�+• r' 1r r4?� 'Y'} f s`•` o9+ir1_' ",'r ,rw'- yam., •.':S• •4n FfAAJDATION for 2n,b,' ,! 3-22-91 '' 19 98•'' ; Fly'RATED rRS�c.•a`iBI.Ti'DETAItS 9 1 2-t$"y99. 3 eFfllu. w-v 449_ F(221DRTION for 2c• 3-22-91 2-19.98?' 2 FAMA Y a `, t �_ �� r 4c r DLRquATION for 2d.e 3-1191 ?_18-98 p F1R£RATID Y ILETRILS ; 6dE ° Uf'fR/LOFfER�2 FFVIILLY 3-22-91- 99 n RDot�DInS.f#as' r FGJNC#ITION for 21 3-22 91 2-19xJ8 '�qR Sps=stiri}I '• J: !t ? _ j Ti:= 1 + "t� +dL° FGUN[}ATION for ?Jrrl�Sc_1' 3-Y2-91 2-19-98 :� t f iE0 ASST. 5 14-93' 2- k tlQT�i 3tW BE�DELUE�C SHF? for 3-22-91- 2-19+98f _ a IL-18;96 � �T+` +e RSSCM 07-LOTPIRE RATED al t, eSA, EI r d" f , { - L •n r' a FiSSE1t�- , 3 .. FOC2�DATION for 21 3-22 91- 2-' r r sr'-- '� 1 ('y 1 z a lr'�j ,•�' o e �4 _ 4h. FOIA�RTION Far'2e� 3-22-91= 2c -:g® ZFRO LOT -FIRE.RA t ig! r• 2-19 98 9 i aro rsM E rasr p� r,k: �F�i L '•b +�� :.T !: - 4i`. { r• v ter' ;4i FOLO4ORTWN for•20' 1 3-1-93 2- ASSEMBI- Y A. AM l � qt f3 a�-1 Y _}'': �`'.•°•;,` „ ;' u r '�3~ + FGl TIQATION wm for 2 3-22-95 2-19 98 5Y Y^� ti 31ct 7 1 '►.,,a i ; " t h s_r +=0 `, j r r '" 4 FOONDATION for 2s 322 95. 2 98 lOn ,RT7IC HVAC'Ot1CT ^, M 7aFt1PC S StL ttaT ' �6T�c ib1t. - + rq - • •s►„ ,_ e� M ICAL MVf3Cg. w0 STors,t a 8agngrT 3-22-9L 2-19-`�$ 19b ANOcCRPE MOMS Lei�• irErE�e7a SFt ELECT 6 BEAT for 2a � :� � rW�T� 't 7• t c>2lc ,gasrs sort easEtJErtr cx eE::- -a. 34291 2-19-x.. LCAL rim• SYSTEM `�: .�• • �'` �+ si :,�_ ti t Sb ELECT 6 BEAT for 2b tOe 4 197 (<, .19 98 L rF Ft Comt,s}ri0 tiruDrnr ,m e t + '`�+ ^' r - {` T-for 2< 322-91 2i19�8- 2 STORY MODELS FCR SE ooR STHDtsm t s > ELECT d HEA . 7b.7f,7a+ X74 'L.Srr _ ,. 5s�. ELECT f, tAT-for ZZ�.e,f, 34211 02-19`98 Fort FIRB iEo tS :t E 3r `-S q4 ,f'* Se E,'?C7 6 I{EAT for 3-22 91 2-19-9a `a. :7"' �+ 9 pam so PFSFSF FRE 7G 5f ELECT d HEAT-for 2F 322 9L 2`19 98 uv `A�+ ELECT 6 HEAT••for 2Yk 322 91 2-14 98 a W. ' p p i, ter s �r ,r , 'Y 4 ,,;• ,, .`�'h `a ' r� �, 5¢L ELECT HEAT for d HEAT forth 6-24-93 2-19-98 f Ji 2-19 s9. • ' ' ELECT3-22-91 •.. - - a• �+" ,ri �,rS. ` a t+•.__fi -i- - '�•� r1 ,� .•+ ,.t r s y •}�,s. - r�r :ft2't ^ vr� Am S, ELECT b HEAT for Zt,t. 2-19.98 r i. ' '' '� ._ _ 'Y J1 j Fs 3-22-91'• � a tr rld ,"'' > ATION f Sr ELECT d HEAT.fow 2a,. 3-22 01 z 19 3$ s USE GR NY- AL AI•ID A2y.RLLT_et+ rx5 9 k• t+t. MUNCYr HO :sINC. - PLANT L-OC S ' r y Sk ELECT 6 HEAT•for.2v 3-L CONSTRSJCTION=TYPE: MQ. NY - 1� G a ! DESIGN rL•OQDS: `.• .• ELECT 6 HERT for 2p 3-1-93' 2-19-98 - - fL-0 ,�,. a= Pt AI 3 1 ;4 its T r; ;• -SF 130 f 8F 'SLEEPING!. T 6 HER7. for Zq 3-z2 95 z-19 9a.c °f SEISTtIC'Z �A - 2. OTF�RS ( r FLOOR: A)Y SIDE MRRIES, 5m ELECT = S67 ' U QI 42 ICFSj,^P.O_'BOX 325 WINO: SEE EXT. WAI L�STUD*SUM Sn EECT 3 MEAT for 2r 3-2z-�5 2-19 98 4 ; T .� rIU F] L7, r k: R DRRWING T FOR NY So ELECT for 2a 3 22-95 r 2-19 98 �C * r r•} r�"•+ ry ROOF: SF MO r ��• S HEAT for Zs ,r. 9-22-95'`` 2-1 �',' -DEPAFiTMTOFSTATE A S ° COO MSION sb 40.P5F. 60 PSF (SEE NOTE 9)' Sq ELECT.for 2t r 3:22-95 2- $n :_ At HAN1rfN1C t2lit-060f r , Sk7PE ERS OMSION Y,CONSEeVATIOt� CONSTRU ION C 3-22=95 9 i r :�c Stam Approves t a w,Mode(ofPo ;y �� 1565 A 2,EAST: P.0. .80 344.` NYS.ENE Sr HEAT for 2t cs. ;" °J4• n,, TNRU PART 5 MUNCY,rPR " COMPLIANCE SHALL BE �y -''r3+ �'_ � ' Y..- yr WHEN USING PART 6. INDIVIDUAL CALL ea cG LLAI, WS DETAIL'S ,3-22-91 ' Ap MasuAacturersrt��o, t pa t Mi E pGca[.r°pt0 t• C i �r� 't�� i�" ��': t i,SIGN" SFI1LL`BE FOR ERCH F WE_' L MODELS 3-22-91 DONE 6b TYP PLJMBING,- PREMIER BUILIIERS DIV! 337 �S PL MBCNG For 2)k k_L - tT' 1867-P KOUTEs442 EAST, P.D. BOX Z' r'" MUNC(.X-11 rL77 � a t ly A;1� 6c MSING for 2m n r,-%,t 3-22-91 �8 ; `m : Y"i8 li--i GTO Ptkvppyy�4d ij `t F,V `.•9 ,; 1 i ti !• 4 '� i':°'�_,�.,F at r , r• ILT - i. iS�� i'=Vis+' ' -`�.cv;;a 1v+ _ h" , r wg �� a a, i'as.7 }� � � ,:1n• `yor , -i: -`.Y. Vii' y-• _ .,a > - set ti ;3s l yam=r"""ii3"' � ,A =%r a•r •�.' , .'�-_ '"`'wr' ; ''!Sat c_ may1'�4L'"�r3y; rc -�1,�_ �?� 3�lstl- MASTER. SF_R�E been te;��`ngfa-Yv7c .� _ � t .r -1- � +_ 4 • _ _ alzzt, GO`C1E2 SHEET MUNCIf:,a-1�!'!ES, 60'-0" ------------- -- - 11'-11 3/8" 19'-10 1/2" - 6'-8 7/8" ` 3 37 4257 4257 • 32" 12 3014x 24 48 ,• - - - - - ' ' 4'-11" ' 12'-7 3/4.. 12 GARDENTU13 , 24 24 m 10'-5 1/2' i 13-9 1/2" m ' jD 0.. 1/2" FILLER i 48" -4 ' KITCHEN W a DINING.- ROOM ' ATH # BEDROcn OM #4 BATH #1 Cn 'i � — ' cn _ i N 48.. ' 8'-2 3/4" 104 N 30" tCD -' 1' CLG ' 30' ;;- I 18" BSMT. BSMT. ; ACC 30" COLUMN COLUMN. , PNL , I 10'-0" ' i - - - - - - - - - - - 30" - - - - - - - - - 48" 30.. 48" L-\146 30" BEDROOM #1 �� N m m LIVING ROOM - BEDROOM #2 BEDROOM #3 17-1" 6'-4 1/2" .��.�� ty AlL �� 14'-9 3/4" t - 10'-5 1/2" rr 7 3/4" 0 42 f o � r '-3" 8'-0 1/4" 42 7 11'-11 1/2" 4257 4257 12'-2 3/4" '-10 1/2" 42 7 0 . 4257 "To the best of my knowledge, belief and professional )udgem6d 6'-5 1/2" i ►A M ED TO � - 1: this f=actory Manufactured flame (Ertl{) plan ties been actiroved BLK OPN'G ��rEWALLS 2x6CEILING HEIGHT - 8'-p" from a system set of FMH pians previously approved by Cepa.of State, TON � 1999 LABELS - -- Appliceon No. �?13�7-97&24,144anufacturer's leo. M1387, Exp!r S.F. 1 1650 Date 55- -�, which has not been modified in any manner. REV: "- Me eneUy portion of this FMH pian has been".pared using Part -1RJPEl?O®R o Ct gfi ®IFI s P.QL�7X 344 RT.442 N(1bCY. Pa ITJ.6 5-19-99 rr�.��€'yya 6,,,o,�f lite t�evt Yo. c State iE.nergy Conservastion A c�,��c-y.- S„� 3-5-97 truction Code (E�gy Code) and Is in full cornplla= BLDRJOEVEL nUTHORURTIOM DATE: wb ft Emrgy Code BEST MOD HOMES / BOWDITCH DATAe 233 883 Mf(AJF. AUTFIORI2A1 IorcDATE_ 28 X 60 RAISED RANCH - SCRANTON RFW �Ro 20 1GFII 133 $ 1 Z 1 1 1 3�-; 1 3 On - - - - - e - - - - - _ - - - - - - - - - - - - -- - - - - - - c � i 3 I - YY 12 02 5 DI - 'S® I 1 I I D11n. 1 6 1 I 1 1�-J- ;N 1 1 I 1 1 TTj- - - -- - - -� 1 14 I I I - I 1 rI 3 I 1 - a- - - - -- - - - - - - -F - 1 1 1 1 1 1 1 1 I I 1 1 � 1 1 2 1 1 . r-- - � �5 I I - --- 7 I 1 r - + - - - - - - - - - - - z - - - e3 e3 I 1 CLG 7-- 1" s $ t -0t 23 g4 -ACG 3 - - - - - - - - - - 8 , 1'NL 1 5 ' 1i�l6C 1 I 3 3r 1 1 20 0 21 I !- I - -- - - - - - - - - t 18 I I 1 - - - - - - - - - - 21 - - - - - - - - - I I I 21 ,� ' ' 3 1 -tom -IA - - - - - - -- - - - - - - - - -- - - -- - - - - --r 8 tA- - - - - - - - - - -- • 8 1 18 i - r — 8 i t 2 22 8 I 18 21 ; 18 1 20 1 1 ' I 22 ' QF Nsh, 1 r - - - - - - - - - - - - - - - - - - - - - - - 1 33 ' - - - - - - - - - - , 1 21 - - 18 21 Q 20 20 ; qP 22 - ~ - �t7 r' 2o db "To Vie best of my knowledge, belief and professional it.�dgem�cF wP 22 MITp�C 1. this Factory Manufactured Home (FMH) plan has been apprwied TR Y B LT PTo OR Q11 from a system set of FMH plans previously approved by Dept of State; M 2 51999 Application No.Ml 387-97-024,Manufacturer's No.M1387,Expiration Date 5-5-2000which has not been modified in any manner. the energy portion of this FIVIH plan has been prepared using Fart 5 or Part 6 of the New York State Energy Consewton 5-19-99 nstructlon Code (Energy Code) and is in full compliance Paeax 344 RT.442 MIACr. fn irW A arm Q+F i50[N CV tpC*WS MW- 3-5-97 with the Energy Code OLO AX%IEL. RUTHORIZRTIOM °ATE' BEST MOD HOMES / BOWDITCH DRTF&qSE "PM' 23883 Nfl•-- --- _ ------------- - v�:+Da euitoiRi;-l�Ts�------ - f'LCLU IVU I to §M Sa•IYPM LCD--F-M-r C • NOTE f31 ISS By 67A3� IIiSTF3.L.A'TIQV fiT_t 4257 3037 - I�GNT:3P nuY 34'MiLti 2 5700.6 r'rj EP=to �..ri ---cam LC<SE FC'FILO 4c"57 ___________________� ___ 1 OLST� �pScm 1'MCMU-5.�. _ .___. ___ ___________ F..O SPLASH a• OCKS ME Fl,�!!c,} SIT ST 4 RT¢�RLE _ __ ______ -:________ J' IJIJ I, � I I NOTE s1A , �1N 4111 Sidi/7.O/ LGCii 1 11 4. Ei>gw uradows F�CYiIC1a-ANO PbiRL©ZY j+ u ,; _z �• NOTE•7 ``� _ o LNtL d R C - ss ¢ �;1' CFT oIINdi ACOn 10 ;'•' 14b'` '' - i �ROIJ OF 5'IDR.G COIN F,L+VT AV RES4 70 SF QOT rT~HTS) NOTE•3 % ,, rim r"�-Fs- ; 4n�;; ��n ; I o E � F CSR FIX�A�iTIf7l TSIOINGIOTI � EO 5F 01Y5T b ,I 70 SF OVOT FOR WYS7 KITCHEN ,,— ;N 1 — AtO M5TF11-ED BT E7JfL0EZi � 4•-1Y nTx � I; 60 SF afTS) ;I 'ia "---"--'-------'- - o o T- p��L� aF f'E7PL Q4ntEY5 +I I o c z ; T4 nDa O „ T n i NOTE•T ,,'-' ;; -_______'1 I11 - M�T-,ZII�J P&,Or�V T LF13 File F•� L 'i CR NYS LAf1d I' ,I I r:-l 11 s 7 '� 1 WPll IS NOT OnITTED . „ , - I _ O o 11 W10TH OF nm.r . tQ 11 I11 u L" '' '.' 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APPROVAL M Tf� 3990 eTu+ r--� 3990 nTTa� , i4=g_T1 �OCTORY Slll� R`r1 s ea & I I -I SFA 2 < i�"` MAY 2 5 1999 . :.� �N�E a;»z ♦yam z 03 03>i. - • - ;; I I 4D 8 ItR,I BOX - I y l I 11 ;; - � • , 'L m Z 0 �'�•� m a. o - 3=STUI weTLTt =__ =___ a"�o U7 IF l T I i i I i i, ��p4P� 51 f4 Owl a zsgg - 57M 877 l ID qDj 00 yr S Ir- I --- I "B" BOX I s'*s �I MASTER SERIES l l I RANCH MODELS _ ]/4• L— 31s- —� L ELECTRICAL & HEAT LAYOUT \ t `-------------_ EfiTR1 57D7 EIT1R4 — 3997 eTu� L� ' MUNCY HOMES, INC. .. .. --- 4 1567 PA ROUTE 442 EAST, P.O. BOX 246 MUNCY, PA 17756 TYPICAL HYDRONT_C HEAT LR i•OUT �+ DRN BY DATE SCALE REV. 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SEE W 3c _ PEEf4RRTED SCFFIT DY BUII.OETE HVIEM- - 32 10CE-trFLls `rm ROW Or SIDIM -- s�— - - ?LAl_HTION HN1 ISTAIAED ET DUD.= TO►snit S= - + - S£SMT 3. ---- ----- -- ---- DETRIL "A" OPT FOLDING OVERHANG, FIELD WORK SCALE: I L2=1•-r ScFLc 11/2'=1 0'1/ .`� ('�� T CR 5/f'61P.em 1�OR sm-4 Ill CATH TRL S3 LDETAIL "A" TJ - " y� ISM MO C a TTaT FIELD WORK ^ Ga�' a� L lyfi-f,CONT.TO!,PLqTm NOTE z 1/r GTP.Eta Nl C >TGTY ® 2a a24'=CR15'O.C. 2t4ai4'ncCR1T:DL n 1/r r3 1/2•CONT EMELT SM SMT 3.FOR SPECIES.GRACE 6 O.G SPACSNG bS a 24.OL OR 1G'OG - , Z. SEE SHT 3c MR SrECIM L sm TI-n piTc/ RAO.. BEi7RpaG GRACE 6 OP-SPACING SIDING APPLIED 1LT vr.3 i?CONr.FELT fa-AL b JOIST t1<tNGEX DD'.ECTLT 7'O SiLL35 ��SMIS-OR N�(1 ALL BE RI+G LPLJS ttYT3 - _ 1/2.GW.m - - - OVER StFATMI6 DEL M.PERIL '�n Y 0. �+ `- INS"TTOM L/V8 1tt1lL IT1PJTO WAM Sm CSEE• MIX - la!7ROR cawr.SIt�E DETAIL `B` S++T 3d I4STAL.Lm Dr .. earm I PLATE TLDat StEAT1@G [uLLmt - - �E aNr 3e - • BOTTOM RDtt or PT4CRXY uoRK Ips,DIA. 4V a a 1w wee-mmm ETE ST s Or- Smam I�raiE° OVAL. hA1TEF TO 41 - FLOM- iROCTORT B LT PORT[Off SEE V- 4 - SPEC1Es.G�RFM L SPRCV4 F71ELDSIZE- '.LCAc ffi oc ` DcuLarm - _ - - - 51999 _ 4 NII1E5 OR -SIDE SHT�. r r+DETzs DETAIL ..C. DETAIL "B" DETAIL ''C" DETRIL "C"calm T1-u srou�+cl SCALE: i vz-r-c•IT SCALE: I vr-r-0- /."rTOi tA�6`.SPECS.- - - TYP CROSS SECTION_ s • - — vz4a�o' 1 6 Me best Of moy-lno�°il�ge, MW aa:•d profe-sSu-nal jUdp11 Z -' r. - qo� _. 'IN.Rx17RCV L/Vd.TO 1hQtt SIDE - y T a• o : Z - "_- IffSEE SILT 3. 1: this Faa!DrY-Mafl&C'Wred- oTa ( H) plan has been appfTjesi cep` � W m Z W dvvAjvvvfi om a system set of� ii � vious °� }oLf�6 Dep.of Safe �'0 FA6T� F-o z s- n�Qa. 4.FGx 4 re Ne m CR - Aprdlc �nlllta,M1387-97-624.Manutnturer'S o.A41387, nation s FDt T1GV cEra>Ls L SPECS G r,EneExs - 0aast�N -6-20G-0 '7�hich has imt i1e.R modiff �a 2Ry map-1"L��r. , z e eitetgy portionofthis�.Ili 'piah hasbeen prepared mdfla Pa_t F Pad 6 of the a dol'" Site Else. -Goa era o TYP CRRWL RCE CROSS SECTION d6tion Code (Erleig: Code) and is• in Mil Ct`mplimc., MY - MASTER SERIES-• ' Y� CROSS SECTION - MUNCY FIOME3: INC 1567 PA ROUTE 442 EAST", P.O. BOX Z-- MLVCY, PA-17756 - ORN BY DRTE SC-,LE I R-c-Z: �. 7aL A� 3-72-91 �tALAd 2 L4 '.`a4 .$YYFy NOT �•• L NRi1,1�1_"TTIC� rzQf ME73 • FIELD WORK 2 + AlLI 1. V s7 A trFLL r re ss ALT. DETAIL "A" 2r2 11 ALT. DETAIL "A" 3. 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DFTATI "H" Fi WORK SCALE 1"-i D" scAL E 1=T-0' SCALE 1"�1•-0' SCALA 1=T-0` SCALE 1-1'°" m 1cd r+az<s To QBE y LO"aaam FrrmFIs cs�� R L • 10d WatLS a S oL - m Wd ar atMMMur • (4)isd MTW TO-mm *141- 2,4 �OE-NRmm Oar CF 6(BOER Irr aUl<0� 1x7 �2d; 3 BY EUM= 16 ac ar via.FRup/ ROI 0,sloa+c or itutlmt r DETAIL "F" FIELD WORK DETAIL "T" FIELD WORK DETAT " 'a DETAIL "K�' DETAIL- "H'H24'STI D WORK- ALT. DFTArr "H" FrFr n WORK �� BU( PORT O SCALE 1`=r-0" SCALE: 1=r-0' SCALE 1'K'-0'• SCALE: SCALE: 1-r 0` 26' b ?A• 4fiDF SCALE caWrIINuous - - - OF STATE • CODES DIvm= ALBANY.NY 12231-OWI SlmopolAppmw!fora Sysbm.Model orCoo card SP F•3 OR EOLaL a 24 QC as aN Appkal7onNo. mamiachueeZ No_ DataotAppmval - - - NO'r7CE-TlYatpoN6ap�ts;Y alljrJQlef�Nspamlba101a1tTfy.� _ Ue Tm.—,Oma• se0and::rmr�dalblahcmryaacaAa�aM 6r.'3E. M4Pwr>#0rctniae nsal�CLnrEomlas(+alaAl�-jbrCOW4or; - • or dva daoa� y v CETATL I r - �9 OR 12 MASTER SERIES as -ba ~ 24 SPF,3 OR ECUFL a 24 ALL MODELS -O r�scm Msal saw m1-5 OPT. ROOF CROSS SECTIONS _ DETRTI TI D TA 1 MUNCY HOMES,Lqr, 9/12 OR 12/12 TI TNG JOIST RAFTER FOR SINGI Fl TP FAVF nETan na��rarF up l 1567 PA ROUTE 442 EAST, P.O. 603E 246 x/12 OR 12/12 SIN F Mnni n i= TR ISS E BOX UNIT (OPT.) FE TP FavF. raTl,. - FOR SINGLE t30X CAFFi<ORAL ROOF OPTIONS SEE SHT 70 ,.;-' '�""'� �- MUNC7, PA 17756 SCALE: Irl'=L'O' . SCALE: .. 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DETNLS.SE£DETAIL.4 TYPICAL 2x3(12 2:4 t1AR.mqGE WALL COPPRESSION 5TH - - OVERM4 DETAILS.SEE - - TYPICAL 2c4 CR 2a6 SIDET+tiL EON STRIP FOR 24 WIDE Ltdr - DETAIL•S �Fm DETAILS.SFE 2x3 TYPICAL OR 2x4 NAZ2IAGE WALL. - - - - UNIT WIDTH EMT WmiH TYPICAL ON-STT'E F-RSTFNTNG DETATI S - 5/12 OR 7/17OPTTONAL OFFSET ROOF SITE FLiST'FNTNr` nr 7 on xza.E 3/8�V-Cr - - S S/1 02 7/12 , DETATI s3 DETATI s4 . .Z,ySi�jvi _ FOR TW GABLE OVEWMG t3LOae TO mx tAMEcnoN tse FIELD WORK EOr° sa FIDE�To TRUSS saretrwN II :12� ;�'•t 1 �' ��HD-GE 5 FIELD WORK DETATI aS Q TAti as FIELD WCRK Ad _ __ U SEE SETZ F'dt EJCTEIdOR. 4Y1bed ,ga y a - my +� -, - FFiSCIR.J-1tAO.iTrD O3tIP EDGE TO RIC:�SLTE WOAD Si$P 1u' /''L'11Dl d$� by vl h� e (3%d WLS TO TRtJ53 ?�.S •d'T'+�'i9 �3 9�? sl y.r�vi. AFTE7t OVF3K?1G-15 Jxf _ p P1' }F�a i� y �'r Ei r.,{: - LOWEREII.AY EIUILOER - L2. _xc+SrF STUD GRADE OR EOUfL• - • TRUSS AT E NOWFLL 3 .� (��ssl �� •3�.:.' `,_ 1 �.�, yam_.-cYO IP1�.+r OR.z 'fit a'fAtnmlG ONLY Hr EAVE EW E?CiERIdF sFEIATFtLG S� . a'�� q 1 � ,� �'^, '!d: 1.6 Ds AND e _ dpi u�y L� •,"}3 Fait-- ALL9L CRL' tF'TER ROOF HAS GO RAISED rO OUTSIDE RAKES Bw - - 1:. z, - M EDGE - Tii'L1CY'AL.E rlrao 60 TO EREfit IN -wt �a M 33f�� l�iljaut r�EDGE � -16d�i n TO apC t Tai USS fro=am p�'�+�i+'37 g� � �9,, "�r�lsaa a`3� fid 3�1?�TTJ.r bg Wd NAIL taUmDER e �wAL ( R H Xaa v '{��. ��y��R)G Gl'� - i� 1x6 FASCLA BOARD _ _ •!� - Fprt GO6N1 - - - • - YENiED)LLAT Saf'FLT co L• - 1a6 SPF SRA t73lDE OR.Edtii_t;>T�E OVESaFING • - -tllp'l•avAN FICLDLG mxxxs AT 24`O.C.PWL - �t �r VE]dTED AL,Ut SOFFIT • _ �. - MUM SMEN W A W pe%m ZOFE me ,gam � .v - 7Ii6'Do • `+� - OOVEERR VG EXCEEDS W,'TFEN TME OLD=. - �'i"e3x' - _ 0 - W + - TOP NOW OF SEVQ Br B{RL= - mJU x - LI! N • FATs ROOF 9fA7T@IG I?.CONTR+(1CUs FROM Tains TO EEA OF OV040+G. - FIXED OV NQ FOL DING OVERHANG ETFt n WORK do TYPTCAI- FRONT OR RR GAR( F OVERi iAN[; nPTTrinl n>-rarl - SCALE 1 L2-1•-0` 9p FOR FLTERNRTE FDam OVER1 Rw_ SCALE L I/2=P-0' - 9fYLC 3/4'•1-0' FOR ALTFRNRTE FO imM 01(ERHANr_ SEE STiTS 7e, 7a 7d 7s, 7f, 7P1, 7h, Ti. 7,, FOR SHTS 7a, 7c, 7d, 7e, 7P, 7P-, 7h, 7r 7m ARiNI COSTATE FD(EO WERFiFiNG DETFTIL FCL.DING OVERttEiNG DETAIL - CCO IT(VISION AtenNY) OETATIsg NY 12231AW' ATI s7 _ �>�.Model orCor - SITE rCresTRUEtm SECT m DaTa.LED DETATI s4 FIELD CON ECTION Dr LaL�R Rom 1n sTDEulu: DETRTI s{D « i FIELD WORK OVF.Z ROOF S1fxTiF(LaG - -16d NAILS a E'=2 ROWS STAGGERED At A48?-q� - - C, •1 - TF'ROIa,rt RDME BOARD 1a sIDE1XLL. _ sr�A1TT�+G FLA25Fta1G tSrTD FIEl.O WORK FIELD WORK � "/IpprcatlalNn HYnu No. -DateaApp(aval - eFArt FIEZ D WORK Fes>cE-mu�,at,+wF�4 �sraeo.. tlm.ars,, - • ' 't1..dhii+0.9'Rohhdnbd.r4auaMtlarMYde,Y�+fdaafi - �4P.wl�rfnolaien,Mma.d�wrlmnayo�bigtr •.RIDGE VEND E LATE•1- - a mo.oars 1 A q .II ROOF7FI6 HATERIfE.• - •• - - I q 11 qSECONDSTORY SL 7FyL SIDIMALTERNATE be - •- W PLACE OF 2[ BLf%XWO 1 q II q -TRUSSES RIDGE VENT INSTALLED PER . DRIP[DDE 2x4 1 U U u �rF a DATION WSTRUCTICYJS =4 It (i I SrEAfliptG. NOTE-I Sr.EATm-uccaArmm ym SHLc= sr� 11 11 1 SOLG. __WOOD 23 a 24'OR 16'aC - LATERAL aRPCM HTLCN smp FOR n-7 SEcTTON '� .aPPRQVAL 1.�f+AiTER TO II it I Fu1s(Lx• IBTO sPEc im s 24* ( L UP awn • ACTORY B(1lLi PORTi® it 11, I RIDE�T' FDR TRU55, G71LEDGEZ 11 STRUCTURAL E>nvis SHEATHING TRUSS, MAY 2 .5 1999 If - it J r 1 t CR Wr=LL MITE) It {I It ROOFUS PaTERIFL - - •FOR FIELD t MIG RA s FLDWt.lour P.E.APPROVAL' - 11 11 I 1 If VFPROX SITE]?FUME�T - rJxU.E I FLOOR.Aur SEE DETAIL•1 16d 7T II� FIDaILE,c' ITED TQ FACTORY II I 1 II I _OtAGQlVL WEBaLauLcm za ST V 1L7 pQRTiOlI ONLY II II 1 2dO RM RRELS It II I ITRUSS _ TYPICAL FLOOR STSTEM ( 2c4 PIIl f II IICEXM,IDUT cEa.Lx.HIST �_BorTon t7+ORD - j .sITE-L•LSTALLED " MASTER SERIES ! ALL MODELS'- - CEn.uG DRr17LL ALTERNRTE CONSTRUCTION DETAILS 4 4 >; MUNCY HOMES, Ih'C. STN1567 PA ROUTE 442 ERST, P.O. BOX 2#6 - _ PLT- FLOOR CETT iN ASSFMPo Y- _ Ml-1NCY, PA 17756 C�( F OPTIONAL OFFSET (ON STORY HOX EX NSTON - I rtvTTSi ^OP_TTONRI OFFS T (TWO ST,(2Y UNITS)_ St�i.E/ i/2'=1'-0' - SCALE: 3/8'=1'-O' 8' (TWO STORY NLTS) - ;rt? SCALE x/2=1.0 ORN BY DATE SCRIM REV. - - - r noresnev.xa..o I _ - _ ---- ------- -- --- ----- - CCNT RIDGE VENT.SEE NOTE •1- ---._-- .--- TRL*S -- rx3rk.m gt (XMTM ER Lv STRAP OVRIDGE • rRE-PV"2FACnRM 1+000 na= UQTFS ■4OrUM C TL 41 Bd NAV_S PER LEG ®Y OTHUM AT Is OR 24-orINTO .11F;1�FCR1@L£MTE�� - RIDGE _ —.- - - - SEL Rocr REEOUI(�D 2a6 �� Q1 16d Ni111.5 TRIES TO PLATE 61TE7 .,• L OF To FVZTAU ¢ A TIC AV �1-�L41 '6 IS SEI�r �R* - AFZER OVE#',TO TM= KNf1lATI(�l CR'CMJRj ON RATED SIMTHIM 2:+ E-CREp.OT BIRLLER - �i KMZ WALL 2.4 VMS; L2 FLUM•ORIP SPF-2 a 16-aG TTP. / EDGE - 5OR7 _ aimTS-1LT� �. DeLRTIC21 WFFLE STRUcnRFL BEAM AS REOUTRED TR1155 KD;c-- SEE DETFII_.4 - �2�DCa • TrrSCFL O All C31 10d NiO_5 S 24' G Ce To eLocKD G 0 16d PFJLS a 16-aC ON SITE _ bA FASCIA ocs:RD MILS TO PENETRATE WELL STIASTAUK COVER rz' •• sORsis-GrPGYP"eOFRD - 2�SPFTs n CTG. sn IATt72FE.ea1cE 09 TO STWS Is, TTP,ICFL.tic+OR 2.6 0,CWFLL FRAMING■16.O.C. - ROOF D41.lATIONAt1kt cRDtrt4 MUINVENTED ALLK Wt.Lj Irr De TYPTCPA TQar per� ,o.•ss WrT1 t Fa nrNC o Ria E4LQING OVERHANG EIEI n WORK • �e vzYLw - _ SCALE: 1 1/rii•-fl- FOR FLTERNgTE FOLDING OVA, QETRri a? SEE SHT 7a FOLDING OVEN DETFUL . • C9 LOd NATLS 16.OZ ON SITE .RIDGE VENT,SFE NOTE•L RIDGE TO RIDGE ' aTo t�,. tcd LA my looAftzoe, belief and professional judgemeld - aye �� ,,,,q u TRuss - PRE-MR.FFCTAT OR TRIJ55 - - .�. 199ie f� ��dai3, Lured Hoo "H) pl : aso- proved mr DI1ERs1 AT L6'OR 24'O.G a��TTc ISITp SEE SPECIFICATTOP6 71R1XL p� p., - FCR TR1J55 CESIIR�DRIa1DGs _ m a system set of FMH pigns�a Us*amp �S7� � Dt�1-��., ��E DETNL-1 OR-2 LATERAL-ERACIIQ AS R£OIJIMM' - b+ 12 - ' - FSBERGLAM Dot SMr SD�iL24i� _ t11 ALPII,E I.fIIVERSIL —�S OR 7 •`1'i lc9on N0oe.M+��g1 387-97-02},4.Manufacturees -.7, - -4 15 T WITH Ur VVEII i+E�NT - `?fE`!F"LR. -9-EAR STRA'WIT1, TRW'S -aJ-G'31.W. which i8 ��# L mod 3' in ,�.s79 ;`1,; y-• - -• toR EDIsiJ Ci+1tATm StF11TItQT3—+• ®-a W000 SCR£W3 SEE OE7A p e1 PEX EAQ1 END oft East �-. s37i � �r'3Rdf s 1'.�-: p-:�'i ItsS 1.53i pt�i'ss£ using 3,'�Y FRAMING R+aC� a+aar '°".�i.. .5 r Pali c ii ;� Yid C; EReal Cc1•:sWr < Cc (Energy Code) grid is in Pill cAII ORP EDGE F t)til1.TI•- r - - - _ . 1� ,�. ROOF stFTtmc . - e1'06C - - 1rr at Sia• GYPSUM tiDA� - - - F•ASCIIi ` ' _ --- - - I. - VINYL SIDF1G - - :; - - TYP➢CFL h4 OR xc6 FfDyL VENTED AL1AL SCF'F'Ii AFTETL ttaGF tw BEIN . TYPrcc� T r,5VF- LR,z, T_ FIXED OVFR�� [� RI MENSo> 70� ,•.�, SCFKM 1/T-t-O' - ,_�_ - CD�itd 57 Tt L FOR LT TE FDOM ovE�vc. G7a DETRIL ;r �.E•�1�Z�L1 TRU 53 HTNf E �-Tr_-I n WORK �!�TEa 70 FACTORY SCFLE 1=T-0' • - '� .�w•�G• OF 7D REAR RTE-rV74FACi11RED _ f` P•1, . c c t4oao TRUSS ler I IFExSI AT 16'or_ c mgr ^ Cb* �• ✓�Al k 0R T r�si �ar +' aR�' ' + R . i ;- NRILED 6 t2.LE0 ,del , FRCNr TD c) T TLA;CER PFT�F1,.1 - - - - rn ?� • - TF=D'6TFE.LLID RAF-TER MM 2 c UJ.i L�RIDGE eOiT(LD ON EACH FYIPFL - - �'AL1.f1A 36'-0- � - " , TOR"PRRY SulSJ -+ T O c TM ENDS IF TI£nTCRa-I.Art - - LT RT10 c , EEAM FRE CUT TO MICH i i c 11£DORM9 PITCM soFsuTs ; 7 1z - -- 2:+SPF-2 RAFTERS OR East - , , c a 16 O.C•TTPICPL - 12231-0001 '. °tpA UadotorComponwA ' , ; APPS Na Mandaz�ro s No. Date o(Approval I „ 11 ---- - - 11I�6tAtl f!1 1 1!2414'• - treeIr MIEN MCRO-LM P&OM � 6'�Rpo.alb-RjaDbcarybfine tact.ya�.fao- •WITN C7]ROWS 1/Y DTA �a'�tnawteaamrtc�kan�+inn4ceaatrsnc 2.6 SPF-2 CEILING JOLST - >r OiC:AS SMOWN T «oPaVclnalca&.eer w�.bcen.rm,repara�rtardwiEay. j I 2.4 SPF-2 RAFTETLS J r1ICR0iJIM CD 1!!2414- RiRJV157 Frtit ESE alL . hb SPF-2 CELDG JOIST ( 1r« zr •1r • s DMI RUMIDI MASTER SERIES —�� TOP VIEW- ERONT VIEW_ = ALL MODELS SCFLE 1/4=r-o- scR.E: v4-=r-o- SID V MICRO-[W MAM BEAM nF ALTERNATE CONSTRUCTION DETAILS - -- TAII SOLE. 1/4--r•-or MUNCY HOMES, TNG. SCFE L/ �r-O- CONDITION ENDWA 1567 PA ROUTE 442 ERST, P.O. BOX 246 I OF EXTENDED UNIT •�, MNCY, PA 17756 - - SEE SHEET 2s ORN 8Y OATE SCALE REV. T. -Din DETRIL ----- # - - - - •----------------- 16d COMM OR SINKER!AILS a tC • -- - -- - �h� �-------- � NOTES MCT I • - ® I R4nXZM WALJ_ -- FROM L RIDGE BGFr�s RRE Itb7lt.Lm R M . - PEAK OF ROOF 70 ALLOW FOR RTTIC VEM11A7101 _ HRESRfL CARAGES•&W TYPE X GYP"OOARD ON CEILING�O - ' _ ADLKN @G YiLLS W/A SaID _ - ME7L 1 YY TM=MBILATED DOM taw G�StML BE SEPARATED FROM DWELLM[: BT s/a 7R CO STRMTICN : AS PFR NTS 7173 n 1 7HRU i OnM RECUIRES R METAL GOOR, 16d CM%,uw OIC sDamt NAILS■16.OG PERIMETER ARIL . - 7/4 7ClR MIIl AND SELF HOUSE. FULL PLATE 0.0SING BETWEEN"WIGE.AND FILL fOIWARON Tyr= • OPT_ GARAGE R - V W # - `-�tFPCRi R£OJIRED -moi � _^ � � � �3 � m (> _ ter LL;' efj i SCALE: 3/B=1'-Q' ��''. �' VIEW K LET] m. el QCJ v f.7 �— A C-9 CONI.RIDGE VENT,SEE NOTE r I Ica NVLS■W O.C.2 ROWS T_YPTC8 SHIP- 005E WA I a s3 Q` nrzalx'�1 RAIL INTO SIDELPLL - Z� SCALE: t/2'=r-o' x4 OR LCR e - ---- --===---- - &O'LOCSE TRIES •�' saJ 6A --- -- - •rte � � a�Lo MsraLEFRE- as sn AL' mr OTHERS)�`�`TRUSS - TYPICA •ERAMIN DETAIL 'VS' Cz SEE sPECffTCYaTIO6 MFT1iL FOC SHU'LOWX PYiELL=WFL LS _ TRlbS DESIGN ORR179Gs �E+ L21-41-o. - � � ® � m WIELD MSTRLLFD7 _ _ E '� � =L GARAGE FLOOR PLAN ' m Lha PER SHTP I OOSF MATFRTAI S: ON STTF FASTENTN(' SCHF M _ a M-= I FASCIA WALLS TO FLOOR v SCALE: I/V-r-O' SOFFIT 16d NAILS - 16' CUl � - � � '-� � it � �+ TYP, PANELIZED 'GARAGE DETAILS _ FASCIA SHEATHING WALLS To WALLS HETLIER AS REa0ED ` s SECTION A A EID n WQRK WALL SHEATHING 16d NAILS - r O-C. � T = Lu FELT-PAPER AND SHINGLES LL co � v SCALE 3/8=7 O' INSULATION ROOF TO WALLS ii 16d NAILS - 3 TOE-NAIL ��•, P -U ® � C 81 a DETAIL #3 ROOF AND WALL SHEATHING ® �'� t� QETAIL4 PER APA SPECIFICATIONS a' CONT RIDGE VENT.SEE►TOTE:.1 S EAT7@B.FFL'ER.Fan SHINa Es - - - - !� .® c 1a� C-Y � ® LLI Eta SECTION FELT PAPER ANO SHINGLES: 2 �O ' fly.. ai PER MANUFACTURERS INSTALLATION -_ fiP. :1R _4ALON STRAP FCR Ra SECTIO) ." INSTRUCTIONS _ ' •�� cc co fa EAS=BOFRD 1Od NAILS■r OG SIDIIJG - _ O 'E L3-++ •" .0 J bd WIFE 1A LL TOP C1gRO PER MANUFACTURERS INSTALLATION 1T V-- .; p 'S 2c!2R O.0 PRC-MClf.FR TUBED WOOD Tubs - n'1sTRucTla�s .-- o `FACEOT• �O RCA7TIOONNS rWt OR fLLFOR - TRUSS DESIGN ORNANGS a G, 12EE WALL - TYPTCRI ROSS orFzorAL WiEB TYPICAL WALK-OUT BAY DETAILS SECT ON DETATi Wd NAILS x T. - - - - _ i earLMG WALLS - ACt OMA Env +G mBT OTHERS�oEs - - SIDING- BOTTOM CHORD• DETAI #5 - - - - To 0ex E ROOF OFSTa7 omE ?w - - - EICCFED DE LOAD CARRYING CAPSOILITE5 ------------------ -------------_- - E1iiL CONiFCT THE rVlL.FRCRR7ER TO .VFRIF7 nC 3ur-SPECIES.GRFOE.RND EXTERIOR LALL _ o a OG S•7CSEG OF LORD BEiRIM MEMBERS - EXTERIM - -R rmog - 1/4 STERTt" 6 3 ` • �. .� SSE MONO-TRLJSS EESET D TAI SCALE:1/Y`-1'-0' o E o • - �ems,;_� - - urti� nLZ q Z cc So>■ 1; ---'---- ------------= CC O i t ROOF:FIBERQ.fi$S CR SE]t SEALpG 9@7GLE5 ON •, - - 7 �SifATF1W:WYITM TYPE u eunnwc TAPER - OF a <o A t 17 u _ - a i PM-r;f&VACTU E0 WOOD TRUSS EnE • _- ►7E]E WALLS ®T OTHUM AT 76.OR 24.0-C - - - -(� ; y lil.■IS Oc OR 21.OL sm SPEc FIcATIOIS MRa1AL roR WTIi 1 TRUSS DESIGN DRAWL GS TRUSS HING& i 9 LATFRRL BR110E� SFE OEC MSRRTMN B nZ - f p SK 7m TTPIOL r0LD ` - DEIAas.S" FDD ' MASTER SERIES :--'• La WOOD OR - K --Za SrM-2 CLQ - ALUM FF4IA - - v . FRFVMC■W Oz dE zr o� RnOF 45U ATION g Orn VARIES FLL MODELS ALTERNATE CONSTRUCTION DETAILS TIM 24 Olt-2,4 FlAIMMIGE _ TYP.2k4 OR 2a SIDELALL - ALL LUMBER W AP A• IM D TO - FACTORY 1 PORTION MLNCY HOPES INC. ~�` • PERF1567 PA ROUTE 442 EAST, P.O. BOX-246 ' _ - •, - - ORATED SOFFIT �aLY //� ��py qy TYPICAL 3 OR B MODUL TR SS D TA BOXED WINDOW PROJECTION D TRT MIAJCY. PA 17756 J .t•-; }yY SCALE 1/2 P-0' ORN B7 DATE I SCALE I REV WT. N0. -7 MJL 322-91 St10WIJ 2-19 98 7n` y7 l �r Arcz_ DETAIL tte --- -----— -- r AME SITE a•,-,aLm err� l DFTAT� �S • T+T Ea?-9L.S FFEA 5=SITS Dc5r; M S•amL..'' - - ,C- _ L sr ml 1OI 'veer .cru:-. = VBG—�S aT OT`s-.'.5--M—✓�RCTL' _g _ �'- f•c E'Gx...:3 a=.T L,,-Tx-- A M:�nn"L LT f Err Ma FLT110C0 47..vci S.Tc De-=m G'--CCF J"F+ 1 ir_ATT ,•F„?f�i}-•1� • r BY 61llLL_.. �'�' M'NES F.J-"L'2.4 AT 1e C9 24-O-C ROOF SFE THN.0 12 r T FIELD TNSTAI 1 F RIDGE VENT nFTRIl , S nwaa L R ON SITE 1x7 COW. 24- SCALE. i I/2-i a• t�j � DTA ttS � a PET �oFTtr - 1x5 tour. F.*T b MM �+ « PAII+iID PF7t11A0 - i . i SP1 a 1JALL DT CTHFM A ��y rryr�RIAC£WALL _ S PPORT CC Irm VLW FVUC A _ :EE SPECD-ICRiIC>rIg MATLSL •��. 1!a' >a9 . SLPPrMJED 13 I.LED RND 1 1 F'MC TRUSS CESIGN 0�itAIIuGS FLOOR DECKING - 15� -- 9.PPLTED 8r 6UIlrER - Q2 ca - I co FIELD MTRIf3s v� rn • 5/12 HINGED PORCH ROOF FT_EI D WORK' _ sc�E I Irz-=r-o- - _ - - � a'�- Tf4S RLOF Is se�PElo FeLICn eAac tP ora nous£ _ ROOF MO LO.FPEO CN SITE Dr DUD-MX - I-MA%mosER.wow LrSGfR - - � '� � � 03 � b-0�•, s. DETAIL #2 STRIP OR JOLW Fr7+GEx Iimr max OR-B nT F EraGEx OOLaLe a6 RV-TER 2 Rows 1 OxruAli CCUs 03 MAIL WTO �' RAUL - TYPICAL SECOND FLOOR - g • 21 W SITE FFZTENU4 .��• CL� e T u�u Roo•SHEATHUC UT—c>s Oc V I-cz OG = - _ OO 4- - , : u�. dG = Q + _ - _ -. FOR iR1L53 0ESII'7!CRRULSS 12�E11ALL - - --' �-tZ V •+-.-�'- E HEACER cc Gs: LU CD SPACE co SPAM •. C3 vo ys 2x4 •' _ &* Tyr.SDI.PLATE - I-0EALL na1GEn.uoto LELGER - � �T'• O A - ti ='osr er eus�ot :�� aMRa+� TrE srRTr ore Ia¢sr,►rwoe OOteLE eEalrla•lorsr >� 0r • ` POST ett eu#4EAi - STEEL COMM rrtPi � a = Lo �'• -�. TYPICfL.FIRST FLOOR tL_' 0 1 • - - - - - OPTIONAL ROOF DORM !2S • • - - - • ' - - _ OPTIONAE •FI OOR v � srnLe v+• c TRUSS D TA 1 S FTFI D TN_ TA ' Fn DORMFP TAT1 A c� �; _ _ STALE 3/+'xtW AVAUSaZ CH WU OR I2nz ROOF STSTEMS ONLY SCf•,LE 3/4"=P-O• � r O � cc QETAIL #3 FiLSTE?1 RooF►�F��Fx COT, RIDGE vENr ' DETAII #6 aF TR1153�n�- DETAIL -#q FOTE• •� �.Q ~.,3 � 3 • - - - _ SEE NOTE•L - -NATLfx a-Ocmc is 2:s - - - .TAR 13 A'ft=TO ROCF pax mm nate,sauaa"IS TNEN - - '•-- • - ALWI fASCTA- - AT 10'OL rar.FOR _ - PUT-WTO FIACE RO NAILS ARE TO BE INSTAR-LED Imi n,,,Gr AS -- - • 60I5ERE0111 SNCLL LONG THE UP T�iPPLTED TO FLANC�6 IS-n3-T D6Tg1m . 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DETA #7 8' o �a 44 1 Y _ "g" 3/12 OR 5/12- — a• e ' FCR CM-MM rFffrE•DTM - - - 1 - ® �t O.+5..AMOVALSEE W 71 U"MED TO FM:rA� CCYT.RIDGE VENT - E-` +�/�' VAT.Pr llo Linz �� '�""•'=�� ctr+raaa,s VENT SEE NOTE L :7 L VL1 roE•faaL m 1sa-rmT1.s er o M AT I u - h+TT3155 - FROM 2x1 TO 2x4 RAIIL - -`\ FOR TRItSS�t�SIGN CnALi - ! - _ r• `o-`•i•`.-'+�a ALL►£agx ; '` ; = MRSTER Ms.r _ 3_ i FAsaA Lornnav ca r' ALL-MODELS-` ,:•-.s_ `2x4 CR 23 TCP PLATE rETTCExs EERM FRRMBe'G DETAILS SctMI n FIEto tt at vzm raffiat" DBr z•o•�?,AX 1 ED TO _ DETAIL B E'ACTO _BUIL MUHCY ��{y��-��' scALe 11/2'=r o-_ RTION - 1557 PA RCUTE +42 EAST: P.O. EQx 2 3 SECTION THRU OFFSET ROOF FIELO WORK T_YP. SECTION THRU ARFORT MAY 2 1999 MLVCY, PA 17756' �/+'=P O• s�..E 1rr-1'o• 1 eY DATE SCALE RCF- € ^> 3-22 J1 S7'0S1N cis y _< \r _. G-E T Oh_ =I -- — - — -- ��Wr3i C t„Fz-t=Z-4-AT M'0-C L ilLSiM Cls czTpX_ •'�'Y i,r-1.-"'a T. 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PA 177G6 <...f GRN BT C�, Tc SCS SCFiL�. 1/2=1'-0' L.STEe.SiLC�S t]NE FRE�S.TK?•r-9 ff FCt a rcr tcFL NIP.II.'G. t...�V. ••• �• ,,.iT':~• - .Y - _ _ __ c• 2 VTREs F_�P�TECTc�9Y 71c W.-c Cr AC"-iiETH-LIC Dr—,M CaTtr ILL 3-22st X10- 2-19-38 lb may_•. • _ tl A.L-,!F-.-TO iRES S^.1 ZZ ' - Ind xPILS a O/C STF2,"GZzz.ED o C'O's --E-nom,IFPCRL='4=Tm-. - 24*OIC.FCR 44 PSF Sp Vj 16.4C Fat is PSF Stagy ZC,t.c- rLEW RV I FT BT 5JEA-5 A Ty?.G-Y.._£G 'L FMM CG,.�cC7IGV Gf Chi Ct SNi�• ATL=3 P57CE Mx TO TOSS`3'1-11 Et 10d N11L5 o O/C STRGGE=0 RPy5 � Tl MixC \ LS]/4•a4 2' J - LD 2� EEM SITE E�CTED DCZ'•mm SEE air EtL OETR7L=1 `• ' - 7/16.9+cATHI1S TO FRCL D 1/4• 24'TTP. - / - _ -' PRE-Hfi3FR T1=WOOO TPI 1 OF FAT TRUSS- D L4' 24'TTP. - r 24'OL F m 40 PS-a"+ ]6. / OC FCT 60 PSF Se"2CTE FIR-O OSTFUZO ar CUn rry 2x4 SPF-2 • OR EaA_ - " RfFTER a T - TRN 10 3/4'FROM FADS CF - I S.2 TRLWO 4FACTO M - - 11 t2 a E0E3M Frl:7tL`RHZS T'TP.PR£-fYY4FACilitFD 7RU55 a IE CR 24•aG FEAOER TO STW tae NVLER P-RCTM MTRUM - • BETWEEN TRUSSES - • 0 TEE-LCK MS / EXIE=LCfCO0-9=LXiL - SITE IIiSTT7LIFD J/ 5/6'SKM AATER AL SRL DMTRLL0 - Ol COLUMN•STLO PER EACH tEiSFJE t SITE WST LLM - SNS LIZ Pt1 DEE 55d 1/214'LEFT - • - COLUMN BT BllROER f715T DE ABLE TO WrDWR40 (33 2Z SPF-2/-t FOR 40?Sr SPM ZOtg _ FRCW VIEW A)ML LOBO OF 25TH LB CD 11JS]5 1/P AICROJAM FGR 60 F'SF SNOW ZlPE _ - - m TEE{CK WS - • TTRRUSS TO�tfF� SIDE VTFtf NOSE EXTEPAOM OMMER TO 8E SLOPPED LOOSE rat OwsM D;51RL.LATION OY BUD-cm • _ - - EXTENCED OORAEI!CONSISTS Cf TRUSSES.0 GRELE OYERIftim - - _ T9 ROOF VPLLET PANM&ROOF S EVMHU-r-LAOFRI.AYA ,St10t,LE5 6 0 US FASCIA BSS.SOFFITS FASxA AATEWJL 6 SMM OLT- EXTENDED ROOF DORMER . - sore L/2•+1'-0• - ' O . iii is i iiu and. assionai jadgutnari 1. his Fa i Manufactur-d He ( H) plan?gas ieaa app-10W. �• _ : iTfli4i a Spurn Sai L,' miii i +s,L1I IOi�sty a Uy �Cv 4 13 state, _ - _ _ .—. ._ - Appiicego i tjo.M1387-07-024,r aaufactu "� • r D whici} bas not iIrl� � ia� in �:� ::ags�- d,a` • - _" L ` 2. Yie energy poldion Of his F M �,WMI{IQs bee--L PTeP6�1 Yi using �i3 _ � O 0 r �� a S o1 tick ; y0eA La Energy CorseriatiOn to facTosrc s-- .- li •-T`^•�F^ ; 1ZE0 `g o? C� . (eiz� Codd.} a,� is iI� d c� iL ,1,.? ��e��° W z Z� a iii$ L vIt iha Energy Coda' o o �71,,t OF Nr ;l ;fr , gQ •� Lti MASTER SERIES ALL MODELS " FRAMING OETAIL$ MUv'CY F:OMES..Iw- OY L LIMrrED-78 1567 PA ROUTE 442 EAST, P.O. BOX 246 s T QUILT PORTI00 MUNCY, PA 17755 MAY 5194 carF n-�"- CF.IJ 8Y DATE SCPLE REV. Val E4 REVISIONS: ,3 o • M rlL2 MIm - - - - - - - - - - - - ®U.-l" ' ®®®® - - - - - - - - - - - - JJl I - - W r3ME3MMo Q o FRONT ELEVATION W W SCALE: 1/4" = 1' OO w O j -ml - i Hwy ON LEFTELEVATION RIGHT ELEVATION SCALE: 1/4" = 1' SCALE: 1/4" = 1' M N m o rn n X mm rn >01 o " Ti z v 00 �. \ ,0 d' +" U S.- sle, - - - - N " V- un ' I IN REAR ELEVATIONDRAWN: MH Ms SCAL rl SCALE: 1/4" = 1' :; 4 'd �` JOB#E '' March 09,2018 �, SHEET NUMBER: .C23�:� t OF N,;. �� REVISIONS: C 60'-0" 21'-51h" 31'-95/8" 6'-87/8" ol 5-0„ 8'_0„ w TRET.WALL RET.WALL "u2 8A- j 4,-0„ ------------------- 4 -0 ` . _ . _. . O 1 - , 1 - (2)2x8 ACQ O a 1 12"dia.CONC. , 112'dia.CONC. 1 a 0 1 PIER 3' ' �j c) ' PIER 3' p ' CJ I ' BELOW GRADE' G I I 'BELOW GRADE 1 (TYPICAL) i ' � �- �- , (TYPICAL) 1 1 1 - ---------------------- o• pd p•D G . 4v '0• �� p•D �' • {�W16-- - --G-----D- ?• d DG , -- ---E�Wa6 --- 1_______________I______ _____ ----- - ------------------ -___JI____________________________----------- _____________ .v • o• pd p•D v 0- pn p•D4d. , v Q' �e p•D , o• pe p,D I V1 O � • w B (o � D r � I ��• I � 24'-0" 00 .' 10 LuQm In -101/2 103 =3 17'—101/2 T14'-10" -4 - --------------------Ur WAtt-------------- ----------------------------- BASEMENT ' AAEA I ° -- -------------------�- , WELL I P I I 1 O • i 8"PC ' I D 1 I I WALL , I D , I I •-------- -------• •-------- -------• 1 1 1 1 •-------- I I , —O 1 , , 1 1 1 1 1 a i i '01 ° • (3)1-3/4X11-7/8 ML GIRDER i i i i (3)1-3/4X11-7/8 ML GIRDER ' ' ' ' (3)1-3/4X11-7/8 ML GIRDER i i 00 • p •�4 p . • Q p • _ ________________-____Y--- - Y --_ ___Y___-_=--Y__________-- _-- ' __ ' ' Y___----_Y__--------___-- ___ _ CA . v __-_- _________ c .o o e -o e c - - ------------= ===x--------------------Y=== =___--------____ _===_ ------- ____-----#_____------------------ -- -------------------- -------- J .I - I . I 10 WALL __, • 1 1 1 1 1 1 1 ' ' I ° ' N r r i ---- ------------------------------------- I r I •--- ---' •--- ---' 1 I I I •-------- -- ---' I I — O ✓_' ° j , „ , „ i D,r i „ -- , " -- , 11 I I 101 O" I 1 1O, On -- n, 2„ ; 'C ��// 9'-4" 141-0y' 9'-2 10 -0 10 -0 ---- ---- - ----- ---- J O ` , rz I • ' ' ' 4X0.226 TUBE STEEL COLUMN 4X0.226 TUBE STEEL COLUMN 4X0.226 TUBE STEEL COLUMN 4X0.226 TUBE STEEL COLUMN 4X0.226 TUBE STEEL COLUMN ' v ' 'c 36"X36"X12"CONC. FOOTING 36"X36"X12"CONC.FOOTING 48"X48"X12"CONC. FOOTING 48"X48"X12"CONC.FOOTING 36"X36"X12"CONC.FOOTING , 1 wj 4 . b I o (^-' W I O N 1 • I 1 • 1 I I N <; I I 1 I I N I O I ° I P r I 11 Nv ' ' . AREA I Q'9 0 I I P •• VALL ce V I ' I ; LtDGER BOARD TO BE FASTENDED I GARAGE O ,c TO BUILDING WITH TIMBERLOK® I p � 1 cV ; o . SELF-COUNTERSINKING SCREWS ' I 1 1 I I I BY OLYMPIC MANUFACTURING - I I I 4 �. '. v 4 p •� �-------- -------------------------------- --- feta � 1 . I 2 SCREWS @ 32 O.C.) -- ------------- . .o .a ' -------- ' 1 1 • p 4 p .v • .• p 4 p •v �• p 4 p .v �. p 4 p •v • .• p 4 17 •v . ---------------� r . '� V 4 p .v • .r p�4 p •v ` �r V 4 p .v • �. I t 4 I I _ -• .�. .d n• .O .a n• .4 .d A• .4 .d c• •O .a I ( n• .a .a .a I .D o� .O o• .!> p ----------------------------------------------------------- - r-.- ------ ---------------------------------------------------- - cV C! f"•, 32'-63/4 6'-51/2" 20'-33/4" n C) °v 1 I 1 I U V ol X q .... 00 , O 5), �.�., 10 12"dia.CONC.PIER � ' I C) C3, C+7 O w/2'X2'x1'PTG. I c-+ V I a I I t [J 3'BELOW GRADE , O X O cz _-_-- ------ •____+� N .Y 1 I I o I • ' • ' (TYPICAL) (3)2X10 ACQ GIRDER 1 1 3 2X10 AC GIRDER 1 , 1 'C3 LTr m I I . 1 GIRDER 1 3 X10 AC GIRDER , 3 2X10 A GIRDER � 3 2XIO AC1 2 1 C G , X1 I 00 O QO Q O Q ( } Q (3)2 0 ACQ GIRDER 1 , 1 I • I I 1-__ __________________I_ __ _I_______-__--______________L -_ _L______-_-_____-____________-___L __ _L________-_______J_ __ J_____-____-_--_-______L _ _L______---___-----___-1_ _ 1 O 00 -E t • 1 --- ------------------- -- -- --- '- =r---_----------_--_--------------r'- -------------------- -- �/ -------------- t I 81,PC 8 PCI � r-- -------------------I- -- -I--------------------------1= __ -1=-------------------------------r= __ =1--------------___ I_ �----------------------��_�---------------------T- , I�r..l �, "� 1 ol 4 I WALL WALL +-- ------------------1------1--------------------------I--- --1----------- ---------------------1--- --r------------------1-- ---I----------- -------F- --�---------------------+-- - d L" I I I p I •-- --' •-- --' •-- --' •-- --' •-- --' •-- - C'� m 1 ' ---------------------------- rl v • ----------'--------------------------------------------------- N Owl 4'-21/2" 16'-3" 4'-21/2" 8'-6" 10'-81/2" 12'-8" 7'-11" 9'-51/29$ 9'-5" 24'-8" 59'-4" 1. 10"THICK POURED CONCRETE FOUNDATION,3000 psi.HEIGHT AT 9'-0". 4. GARAGE SLAB TO BE 4"THICK,REINFORCED W/6X610/10 WELDED WIRE FABRIC � W EXTERIOR OF FOUNDATIONS TO BE DAMPPROOFED AS PER N.Y.S. OVER 2"(MIN)SAND ON 6"GRAVEL.SLOPE TOP OF SLAB TO OVERHEAD DOOR(S) RESIDENTIAL CODE WITH A BITUMINOUS COATING. FOR DRAINAGE,1/8":12"(MIN).NOTCH 2"DOWN AT DOOR OPENINGS. <C B 2. FOUNDATION TO HAVE 24"X12"CONCRETE(2X4)KEYWAY IN FOOTING. #5 VERTICLE REBARTO BE INSTALLED AT WALL @ 16"OC,INTO SLAB AND DOOR C ' V FOOTINGS TO HAVE 3-( APRON.CONTINUOUS RE-BAR.ALL FOOTINGS TO REST FOUNDATION PLAN ON UNDISTURBED SOIL(MINIMUM 3000#CAPACITY). 5. PROVIDE 2X6 ACQ SILL PLATE UNLESS OTHERWISE NOTED.SILL PLATE TO BE INSTALLED OVER COP-R-TEX TERMITE SHIELD AND SILL SEAL. a+ u7) 3. BASEMENT SLAB TO BE 4"THICK,3000psi CONCRETE ON COMPACTED FILL. 6. PROVIDE 5/8"DIA.ANCHOR BOLTS AT 3'-0"O.C.AND W/1 1'-0"OF CORNERS, SCALE. 1/4" = 1' INTERSECTIONS AND SPLICED JOINTS.ANCHOR BOLTS TO HAVE A N MINIMUM 7"IMBEDMENT INTO THE CONCRETE. EACH ANCHOR BOLT TO BE ATTACHED TO SILL PLATES WITH[3X3 SQUARE WASHER AND NUT. uu V) . INN DRAWN: MH/MS +�;: .,• :t� � •�� SCALE: 1/4"=1'-0" JOB#: March 09,2018 �� SHEET NUMBER: REVISIONS: C ; 5'-0" ------------ ---------- ---------- w ------------ --------------------- w d STOOP STOOP MFGR CAT#3037 ¢ MFGR CAT#4257 1 I 1 O SINGLE HUNG SINGLE HUNG ^� 32X80 SGL. VENT 2.71 SF 72X80 SLDG. EGRESS 6.11 SF O HINGE DOOR PATIO DOOR 00 O a ^ w o v• i F"�i 1 O B o _00- 1 24'-0" MUD a ROOM 00 0 f 4'-6" 19'-6" DINING BATH MSINIGRGL HUNGIT 70 KITCHEN ; BEDROOM No. 4 MFGR CATk4257 N O. 2 SINGLE HUNG VENT .7T SF BATH EGRESS 6.11 SF 3,-0„ No. l ---- (3)2X8 HDR ----- � WALK-IN ------- DN , DN CLOSET ACC ' i PANEL i TTwp� V1 rn AHALF WALL - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - O �'' O � A rn x N w M O F.-OL O N 0 GARAGE BEDROOM No. 1 LIVING ROOM 5/8"TYPE-X FIRE-RATED 1� SHEETROCK ON WALLS BEDROOM No. 2 BEDROOM No. 3 N AND CEILING 1 (4) 1-3/4X14 ML BEAM ------------------------------------------------ - - JL 36X8050'. r.., HINGE DOOR m CV +• MFGR CAT#4257 MFGR CAT#4257 MFGR CAT#4257 MFGR CAT#4257 12X80 SL MFGR CAT#4257 MFGR CAT#4257 i 1 O SINGLE HUNG SINGLE HUNG SINGLE HUNG SINGLE HUNG SINGLE HUNG SINGLE HUNG V EGRESS 6.11 SF EGRESS 6.11 SF EGRESS 6.11 SF EGRESS 6.11 SF EGRESS 6.11 Sf EGRESS 6.11 SF X COVERED PORCH ;; ; °� ° Q „ 10X10 FG iii O x 0 p COLUMN � w I w/6X6 y 00 ACQ POST v 00 (3)2X12 GIRDER _ (3)2X12 GIRDER (3)2X12 GIRDER _ (3)2X12 GIRDER _ O _ (3)2X12 GIRDER _off; ------------------- - ------------------------ ---- ----------------- ------ ------------------- -------------------- ------- ------------------- ---------------------- -- 1 - -------------------------- ------------------- 1 ., .� d tC (3)1-3/4X9.1/2 ML HEADER ' ' -- -------------------- 4 ------------------ .fl 16-101" ----- -- ------ -- --- .0 W p, 12'-4" 12'-4" 8'-6" 10'-81/2" 12'-8" 7'-11" 9'-51/2" 9'-5" " 24' 8" 59'-4" .f VICw H 1.MODULAR HOME BY SUPERIOR BUILDERS. 6. INSTALL GUTTERS&LEADERS AS REQUIRED PER CODE. Br ALL LEADERS TO CONNECT TO DRYWELLS FOR STORM U 2.VERIFY AND UPDATE(IF REQUIRED)ALL WATER RUNOFF. C> 0 STRAPPING AND ENERGY COMPLIANCE TO MEET 2015 NYS RESIDENTIAL CODE. 7.PER MANUFACTURE PLANS,EXISTING INSULATION FLOOR PLAN FOR WALLS:R19,CEILING:R19:FLOOR:R19. 3.ALL EXTERIOR OPENINGS TO BE STRAPPED ADD RII INSULATION TO CEILING AND FLOOR FOR r p (SEE CONSTRUCTION DETAILS). HOUSE TO MEET 2015 ENERGY CODE. SCALE. 1/4" - 1' N 4.HOUSE TO BE SECURED TO FOUNDATION 8.2X6 DF#2 STUD WALL AT GARAGE.PLATE TO (SEE CONSTRUCTION DETAILS). BE ADJUSTED FOR SOFFIT TO MATCH HOUSE. 5.ROOF TRUSS RATED FOR 30 PSF GROUND SNOW 9.NEW EXTERIOR OPENINGS TO STRAPPED PER LOAD(MEETS 2015 CODE).TRUSS SYSTEM MUST CODE AND DESIGN PRESSURE UPGRADE. (� BE STRAPPED TO BUILDING,WHEN ASSEMBLING, CA FOR WIND CODE.USE 5/8"SHEATHING.ROOF 10.INSTALL COVERED PORCH AND STOOPS AS x UNDERLAYMENT TO BE MIN.30#FELT(ALT. SHOWN.LEDGER BOARD TO BE FLASHED AS ICE&WATER BARRIER).INSTALL ICE AND WALL REQUIRED. Q' BARRIER TO BE INSTALLED ALONG PERMIETER OF CONDITIONED SPACE,INTERSECTIONS AND VALUES. ROOF SHINGLES TO BE MINIMUM 130 MPH WIND CODE RATED. DRAWN: MH/MS `1 &+r a; SCALE: 1/4"=1'-0" '� JOB#: March 09,2018 er b4 SHEET NUMBER: REVISIONS: C ` - _Z Z ZZ ----- -__ __ __ I X, B 1 ' I I/ / EXISTING ROOF/ I Q ------------------------------------ --------------------------------- -------- ------------------------------------------------------------ ,1 n 6ASSUMED i I 1 I i I ' / / / / /� •/ '-��. � I� W hr•1 I i =_-- 1 12 I 6 -- 0 ' I I/I /7 // ----- -------- - 1 ;%� - I I I/ -- -- / - -- -- ' / / 2X12 LAYOVER PLATE I 1-3/4X11-7/8 Ml RIDGE - I I 1 1 I I I I I I I I I I 11 I I 1 1 1 1 1 1 11 11 , I I I 1 1 I 1 1 11 I I I I I I I �I�/ 1 � I 2 I I 6 1 1 I I 1 1 I I I I CY I 1 1 I 11 1 ' T^ - 1 1 !! I I 11 W , i I � 1 1 I I r---------- --- ---_- I I I I I 1 1 V I I I 1 I -- ---- -__- _-_- - ----------------------------------------- ___ __ ' --------------------- ' O -______ , , ' ✓✓ LL y ✓✓ Ir------------------------------------- -------------------------- -------------------------------,--� •------------------------------------ va cc 1 00 >< 1 1 n 1 n I I I Q a I I 1 1 Llj 2X8 DF#2 RR I •- I I 1 1 G 1 1 I I r*� I [r I I I I .451 I I O 1 I F•�V i ' " ' I (1/rC x A 11 O E-•I 1 --- - I-- ---- ----- ------------- 1 ----------------- @i6"_QC --- ----- ------------- -- -------------------------------------------- 15 4.- 1 1 C 1. INSTALL 2X6 DF#2 COLLAR TIES AT 48"O.C.OR AS SHOWN ON PLANS. 8. DO NOT INSTALL UNDERLAYMENT ON WET/DAMP PLYWOOD!!!SHEATHING MUST BE DRY AND CLEAN PRIOR TO INSTALLING UNDERLAYMENT. 2. ALL LAY OVER PLATES SHALL BE BOLTED TO RAFTERS WITH 1/2"DIA. UNDERLAYMENT IS NOT TO BE LEFT EXPOSED TO ELEMENTS AT END OF THEA-+ a B F GAWINIZED LAG SCREWS WITH WASHERS AT EACH RAFTER. N v WORK DAY.COVER WITH HEAVY-DUTY TARP UNTIL ALL ROOFING IS cry 4 >l O 3. INSTALL FIRE BLOCKING,FIRE COLLARS,CAULKING,etc IN CEILINGS COMPLETE. c� (MAX.10'OC)AND INTERSECTING WALLS,LOAD-BEARING WALLS, 9. INSTALL ASPHALT ROOFING AS PER MANUFACTURE'S WRITTEN INSTRUCTIONS. O up FRAMED CHIMNEY/DUCT CHASES,VENTS,PIPE PENETRATIONS,etc. R� cn p •� PER CODE. USE GALVANIZED(ZINC COATED)ROOFING NAILS, A-12 GAUGE WITH AT PROPOSED RPLAN LEAST 3/8"DIA.HEADS,LONG ENOUGH TO PENETRATE THROUGH PLYWOOD. " USE 6 NAILS PER SHINGLE.NAILS TO BE FLUSH WITH SHINGLES BUT NOT R, Ud 4. APPLY 5/8 THICK FIR CDX SHEATHING OVER ROOF FRAME. i i � �+ CUTTING INTO SHINGLE SURFACE. SCALE. 1/^n 1 Z w v 5. APPLY METAL DRIP EDGE OF ANY UNDERLAY ALONG RAKE EDGES AND 4 — DIRECTLY TO THE DECK ALONG EAVES. 10. VENT ALL ATTICS(INCLUDING PORCHES)AS REQUIRED.USE COR-A-VENT S-400 0 °00 AT SOFFITS,COR-A-VENT X-5 AT ROOF-WALL INTERSECTIONS,CAF COBRAp moi' u 6. USE 30#FELT UNDERLAYMENT WITH ASPHALT ROOFING.IN AREAS W/ RIDGE VENT AT RIDGES,AND GAF MASTER VENT LOVER FOR LOW PITCH ROOFS. J2 M " 4:12 OR LESS ROOF PITCH USE ICE&WATER BARRIER UNDERLAYMENT. CONTRACTOR TO INSTALL SOFFIT VENT ALONG WALL SIDE WITH TRIM TO ' ^x X. 7. ICE&WATER BARRIER TO BE USED IN ALL VALUES,RIDGES,INTERSECTIONS CONCEAL VENT. rn U m WITH ROOF AND SIOE WALLS(TYPICAL)AND 4'PERMITER. 11. GUTTERS,DOWNSPOUTS,DRYWELLS TO BE INSTALLED/REPLACED AS REQUIRED. —c0 W � W W STORM WATER MANAGEMENT DETAILS U ROOF AREA:2836 SO.FT. N.T.S. O AT 100%WATER RUNOFF:474 CU.FT. PROVIDE(2)8'DIA.X 6'DEEP DRYWELLS (253 CF EA.) N DRYWELLS CAPACITY:506 CU.FT. OGEE GUTTER-STANDARD 5'1 NOTES: 1).EXECUTION: V A).DO NOT BEGIN INSTALLATION UNTIL SUBSTRATES HAVE BEEN PROPERLY PREPARED. � 2).PREPARATION: �I / A).CLEAN SURFACE THOROUGHLY PRIOR TO INSTALLATION. B). PREPARE SURFACES USING METHODS RECOMMENDED BY THE MANUFACTURE FOR �1 ACHIEVING THE BEST RESULTS FOR THE SUBSTRATE UNDER THE PROJECT CONDITIONS. Q. PAINT CONCEALED METAL SURFACES AND SURFACES IN CONTACT WITH DISSIMILAR METALS WITH PROTECTIVE BACKING PAINT. 3.INSTALLATION: A).PERFORM WORK IN ACCORDANCE WITH CDA HANDBOOK AND THE DRAWINGS. 1).GUTTER TO BE PITCHED TOWARDS LEADER 1"TO 2"FOR EVERY 40'OF RUN. 2).SHEET METAL JOIN LENGTHS WITH WATERTIGHT]DINTS. a).COPPER/LEAD:FLASH AND SOLDER GUTTERS TO DOWNSPOUTS AND ACCESSORIES. ,�.--tib• " B).ALUMINUM:RIVET AND CAULK WITH A BUM SEALANT SLIP JOINT CONNECTORS. t ° \ 3).CONNECT DOWNSPOUTS TO STORM SEWER SYSTEM AS INDICATED.SEAL CONNECTION WATERTIGHT. DRY WELLS TO BE 10' MIN. 4).PROTECTION: 7 rad' DRAWN: MH/MS A).PROTECT INSTALLED PRODUCTS UNTIL COMPLETION OF PROJECT. (.. r� "'� AWAY FROM HOUSE tf: ..'. - „ ��„�i`' Y'. SCALE: 1/4"=1'-0" B),TOUCH-UP,REPAIR OR REPLACE DAMAGED PRODUCTS BEFORE SUBSTANTIAL tq COMPLETION, O v JOB#:° cs n a.^a 7:: 3r' � March 09,2018 ° SHEET NUMBER: A-4• tie C"5� �u1,".�" i. REVISIONS: 1-3/4X11-7/8 ML RIDGE TRUSS ROOF PER MFGR.M 2X8 DF#2 R @16"OC 2X12 LAYOVER PLATE — ' - — 2X10 DF#2 CJ @16"OC 2X10 RIDGE 2k8R 2X8 RR _ R @16" @16"OC 2X12 VALLEY Z PLATE GARAGE �'. �'. LL_ 2X6 CJ 16"OC — _ _ — 5/8"TYPE-N FIRE RATED SHEETROCK ON WALLS S CEILING ry (3)2X10 I LI'1 d GIRDER 2X8 ACQ SILL PLATE ••• ��• TERMITE SHIELD SILL SEAL �• 10X10 COLUMN O I MANUFACTURED HOME w/6X6 ACQ POST I BY OTHER + (3)1-3/4X11-7/8 ML GIRDER 1 1 �, . • •. . ♦ . • •. ..,.-A •. .. . ♦ •. ,gip O 8"PC r 4"CONC.SLAB,REINFORCED w/6X6 10/10 WELDED ® ® I WALL •� WIRE FABRIC OVER 2"(MIN)SAND ON 6"GRAVEL. �� U 1 SLOPE TOP OF SLAB TO OVERHEAD DOOR(S) FOR � L S ' M I I DRAINAGE,1/8":12" ��4 O ' z 1 I a, U O — - - — — - - — 16"X8"CONC.FTG. ' 2X8 ACQ @16"Oc 2X8 ACQ @16'OC I I O 1 U .4 (2)#5 REBAR F'1•� (2)2X8 ACQ an` 2X6 ACQ SILL PLATE (3)1-3/4X11-7/8 :p 3 2X10 AC I 1 00 I ;� 10"PC WALL 4X0.226 TUBE- W DAMPPROOF STEEL COLUMN GIRDER ,' °a. TERMITE SHIELD ML GIRDER °ti GIRDER I 1 (�] OI CONIC. v SILL SEAL D D O I 1 ^ �1' �" 'to P P1 ER n;• A; ,'p I I I � 1 �, za -- - - - 9p 4. 4 X 0.226 p " O 0 + STEEL 10'PC WALL - _ _ _ _ _ _ _ _ _ _ _ _ _ — _ _ _ _ _ `, 4 CONC.SLAB Q„1 U W COLUMN ;&v DAMPPROOF r r — — _ — — _ — STAIR WELL— — — _ _ _ — d y: e •• d W Q • CY1 pr D� L �4 v4 e N. :0 4"CONC.SLAB .D SECTION A-A. v • ,.d e .17 v ••,.P,p SCALE: 1/4" 1 48"X48"X12"CONC. FTG. 24"X12"FTG. (3)#5 REBAR SECTION C-C SCALE: 1/4" = I' W 1-3/4X11-7/8 ML RIDGE OL --- 0 2X8 RR @16"OC 2 REScheck Software re Version 4.6.4 --- 2X10 DF#2 CJ @16"Oc (4)1-3/4X14 DBL.2X10 ML BEAM CJ @16"OCCompliance Certifica'e W •3, z O H � p N � Project GARAGE , 5/8"TYPE-X FIRE RATED Ecer+ay Code: 2015 IECC 2X8 ACQ SILL PLATE SHEETROCK ON WALLS Cn Loca.7am: Southold, New York AND CEILING Construction Type: Single-family TERMITE SHIELD ^ SILL SEAL Project Type: New+Censtruetion O I Conditiored Floor Area- Q ft7 Glazing Area 10% 9 v 0 Climate Zone: 4 (S572 HDI?) :D •--------- .. ♦. . • ♦ ♦. N v Permit Da„e: 'pH __________1 ; 4"CONC.SLAB,REINFORCED w/6X6 10/10 WELDED WIRE FABRIC 8„PC O 4Cf) q 0 OVER 2"(MIN)SAND ON 6"GRAVEL.SLOPE TOP OF SLAB TO a\ t' ..; Permit Number_ t -----------A � WALL I X � u 4�• i 1 OVERHEAD DOOR(S)FOR DRAINAGE,1/8":12"(MIN).NOTCH 2" D,e - 0 in v ° -----"-----' I DOWN AT DOOR OPENINGS.#5 VERTICLE REBARTO BE PZ m O Curl rt ti rr'Ste: {}L�'RerfAgQ�z: Designer/Cvntract4r. -"-"----► i INSTALLED AT WALL @ 16"OC,INTO SLAB AND DOOR APRON. °` — - - — O r-.q R. 10"PC --------J ' 16"X8"FTG. X O CO NTE HOUSE Mark ScFiwertz,Arco itect WALL .! -----------+ (2)#5 REBAR �; w 20D171179 AN ROAD P.G.COX 933 ___________ � I ti a MATTITL'CKr ICY Cutchocue, t'SY 11935 °} --- 0 °J 00 -4 631-734125 -------- mksarchitlectO�apftmline ret 4`e -----------i i r~ E -----------� av �4 L 4' ---------- e %41 --- --- --J L tr) V cn :°d =======;=: : SECTION B-B •. , N 0 GaiM:1112rece: 5-495 Better Thain Code Vaxlr um LITA: 260 Tau'va.: 246 t✓sximurn SHC-C OL-917 Tarr"SHGI: 0-33 ------- / ,0 W The%R*tt*rcrvAwst Thdt en cad*fns f4 teis hwv ckw*im ee� r• . c•tf-i Il muris 36aff t Eased en cod*tremlty. 24"X12"FTG. SCALE■ 1/4" — 11 R GGtS Ntrt pras;da an ta"s n.he oft+•rte u.r er eaa!rtk.tiat tm r m'rima-.aadt homt. (3)#5 REBAR Envelope Assemblies w U V Floor 1:All-Wood joist]TrusrO ver Unconditiored Space 1,644 30.0 4.0 0.033 54 0 CeMno 1: Flat Ceiling orS'cissorTruss 1,644 30.0 4.0 0.035 59 t"1 Wan 1--1'dcad Frarre,16'o.c. 1.416 19.0 4.0 0.0190 73 • �x• • • �Y L'lirdew 1:Ynyl)Pibergless Fro-ne:Double'pane 10 0.24.a 2 1 1 N SHOC:0.24 ti'firrdow 2:VinyljFibergless Frame:Double Pane Be 0.320 31 SN©c:4.32 Do+xr 1-solid 1p 0.27{ 5 x; ( I �I I I I I I I I 10 wo"o ens aoor2:Solid 27 0.251 7 Doer3:Glass 40 0.390 IG 4 1� TAMM 05„AMING SFtGG:4.39 1 ( � 4 1 1 ' „„NrvE]/1,•OSe.) �1 I � � �� 41 I � • vx•.r.rwreos„u]„1„� t l � l CQr"ptianca 5ta;*ement: The proposed building design described 1-ere is ccru i-tent wit}:the building plans, specifications,and other i ` i � ,k N�„”°,,,,os♦, l I ;• I � { 1 calcvletions submitted with titre permit epplicetion.The propo=ed building has been designed is meet the 2015 MCC requirement,in RESAeek Version 4.6.4 and to comply with the mandatary requirements listed fr.tfre R2Scheck inspection Checklist 1 zx,"Fa 1 1 1 I "e.ss'm"nw"o�wa wir" Biu'« � I �� I ` •1 snms I ' �I wl„mw nu >ow000-saFws I n 1, 1 I 1 I ll Na me- rte mnErture Cie TYPICAL AN EQ LO OPENING „- NE xa""w u•"c I4 /� PANEL SP THAN4FEET SMALLER zM wr,zraGm �C LJ �pr•,�`a2,.�.: .Y 8YE0 M'MO0.W[M 16'« I 1 I V' F. im F"aFonsxr�rrGm �1 TYPICAL DOOR OPENING g 1 PANEL SPAN GREATER THAN 9 FEET rns]sr+E"]v"s srncl„c �` � ��{•' ` . "u.""w xrwo"o ssssr,suFs AND EQUAL OR SMALLERi«cr„rn W_nur«icrss "•..w "Ew �® THAN 6FEET 11—^ wr wra„Ess Fe,°,"aE""°"1Dm", , r0C •' „�®r.o"." ~* o ;:,j, .j• ,P, DRAWN: MH/MS TYPICAL MULTIPLE OPENINGS "c SCALE: 1/4 PANEL SPAN GREATER THAN 6 FEET - 1H..a".uasc"ev Project Title: Report t#310 ,r18 AND EQUAL OR SMALLER "smn„no„wn" s•« � {', THAN 8 FEET «!•"` JOB#: Data filename: Un.i:led.rck Pagel of 1 WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL + ; 4' March 09,2018 AS PER SEC.1609.1.2,2015 IBC:ALTERNATIVE FOR OPENING PROTECTION(IF NOT USING IMPACT GLAZING) ^ O 'd' SHEET NUMBER: 3 -� WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16' �� -` '•"°e.a..os:U�� o�� AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS.PANELS SHALL BE PRECUT TO '••• 0,.• Fai ,,• COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED.(REFER TO SECTION 1609.1.4,1609.6.5 AND TABLE 1609.1.4 OF N.Y.S.RESIDENTIAL '•....�^ ,. CONSTRUCTION CODE).THIS IS NOT A SUBSTITUTION FOR DESIGN-PRESSURE.ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. ALL PANELS MUST BE CUT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS.SHUTTERS MUST BE MARKED FOR WHAT OPENING IT IS TO COVER, HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. — REVISIONS: WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT & GOOD CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. KING STUDS I.,. D ENDWALL RAFTER CRIPPLE STUD WALL STUD • BOTTOM PLATE o RIDGE ° BATHTUB HEADER LEDGER DOUBLE JOIST SIDEWALL RAFTER JACK STUDS FLOOR USP NUMBER DESCRIPTION APPLIC ATION HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS 1ST. ADS5 ANCHOR TO FOUNDATION W/ ANCHOR BOLTS BATH / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT CONNECT TO 1 SIDE OF ALL CORNERS ON LOCATION USP NUMBER DESCRIPTION APPLICATION ILOCATION JUSP NUMBER DESCRIPTION APPLICATION RAFTER SIZE USP NUMBERI DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR 2ND. ADS5 HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP ALL OPENINGS LSTA12 1-1/4"x12" 20ga. STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1/4"x24" 20ga. STRAP APPLY OVER RIDGE TO EACH RAFTE 2x6-2x8 LS26 18ga. SLOPE HANGER PPLY TO EACH RAFTER / LEDGER JOIST DIRECTION WITH (2) JOISTS. UNDER WALL. ANCHOR PLATES OF 1St. FLOOR. CONNECT THROUGH FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE HE FLOORS TO EACH OTHER W/ THREADED ROD. ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 2X10 LS210 118go. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER BLOCKING @24"OC WALL STUDCA W THROUGH-ROOF EXHAUST VENTS SELECTED AND LOCATED BY CONTRACTOR O W METAL STRAP CRICKET AT TOP-SIDE OF VENTILATION CHANNEL A CHIMNEY AS REQUIRED H O RIM BOARD F--1 RAFTER SILL PLATE(S) WALL SHEATHING RAFTERS MAINTAIN W U ' CKING VENTILATION WOOD JOIST SIDEWALL FLASHING O FOUNDATION TOP PLATE FINISH WALL AND MOISTURE 240 LEDGER BLOCKING O STAPPING TO BE ATTACHED TO WALL STUDS ©48"OC B ARRIER TO LAP FLASHING 2x4 SOFFIT JOIST 0 AND ALL WINDOW/DOOR OPENING JACK STUDS 0�vAT WALL -- MAINTAIN GAP ATTIC SHALL BE PROVIDED WITH A FASCIA U BETWEEN WALL FINISH AND MINIMUM NET FREE VENTILATING AREA FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION ROOFING TO AVOID SOAKING WALL STUD NOT LESS THAN 1/150 OF THE AREA OF GUTTER INSTALL 4'0" O.C. THE SPACE VENTILATED. ALL OPENINGS WOOD GIRDER SHALL BE COVERED WITH CORROSION- ONTIN. SCREENED VENT 4" - 8" LSTA24 1-1/4"x24" 20ga. STRAP AND JACK STUDS RESISTANT METAL MESH WITH MESH ONTIN. SOFFIT / EXT. PLYWOOD ON ALL OPENINGS PROVIDE HEMMED EDGE AT OPENINGS OF 1/4 INCH IN DIMENSION. INSTALL 4'0" O.C. FLASHING TO FORM CHANNEL LOCATION USP NUMBER DESCRIPTION APPLICATION SOFFITED EAVE AND SO AS TO MAINTAIN AIR 8" - 14'" LSTA30 1-1/4"x30" 18ga. STRAP AND JACK STUDS GAP TO PREVENT CAPILLARYCONNECT TO ON ALL OPENINGS / `„ AC TION 4" - 6" RAFTER RT10 10-3/4" x 18ga. TYDOWN ANCHOR EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND INSTALL 4'0" O.C. ROOF VENTILATION / OVER BEARING WALLS AND HEADERS 14" 16" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS 8" - 12" RAFTER RT20 1-1/8" x 20g a. TYDOWN ANCHOR CONNECT TO SOFFITED EAVE DETAIL - ,' , ' � EACH RAFTER ON ALL OPENINGS KEEP ROOFING NAILS OUT OF FLASHING 2ND. FLOOR WALLOp op ROOFING LAPS BASE ' FLASHING 4 INCHES BASE FLASHING WRAPS CORNERS, RAFTER RIDGE CAP OF SAME V 1 EXTENDS UNDER SHINGLES AT MATERIAL AS ROOFING Q J SIDES 4 INCHES AND LAPS NAILED TO SHEATHING O SHINGLES AT BASE MIN. 4 INCHES THROUGH VENT Z w WOOD JOIST Z TOP PLATE W h w H SIDE WALL FLASHING GIRDER/HEADER 1ST. FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS @48"OC WOOD JOIST O N AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES, SIDEWALLS, WALL STUD FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AND RAKES -- PROVIDE HEMMED EDGES SO RAFTERS AS TO FORM DRAINAGE CHANNELS AND INSTALL 4'0" O.C. PREVENT CAPILLARY ACTION 4" - 8" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION APPLICATION PRE-MANUFACTURED KEEP SHEATHING MIN. '1-1 2 / ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH ON ALL OPENINGS CONNECT EACH RIDGE VENT FOLDS FROM PEAK TO ALLOW FREE THE PROPER STEEL CONNECTOR. INSTALL 4'0" O.C. RAFTER TO PLATE RAFTER/PLATE RT15 TYDOWN ANCHOR OVER RIDGE TO IF ABLE, SET FIR JOISTS APROX. 1/2" HIGHER THAN LVL HEADERS 16" MSTA48 1-1/4"x48" 16ga. STRAP AND JACK STUDS CONFORM TO SLOPE AIR PASSAGE CONNECT OVER OF ROOF TO ALLOW FOR SHRINKAGE. & REDUCE BUMP OUTS ON ALL OPENINGS PLATE/WALL SPTH4 STUD PLATE ANCHOR PLATES TO EACH STUD DBL. SILL PLATE C TERMITE SHIELD I — SUB FLOOR N v SILL GASKET ' m rn o WOOD JOISTS c+) m y u ` rn N 5 CNEOPRENE -�� p m cf) v TYP. CON6 MIL. POLY GASKET .� 2x6 /2x8 CONTINUOUS WOOD PLATE P� v o �, GRANULAR FILL V DAMPPROOF EXTERIOR BOLTED TO STEEL BEAM WITH A s EMIL POLY ON EXTERIOR ° I p r' x o � 1/2 ' ).n ' ' " DIA. BOLTS @ 48" O.C. STAG. ° V STEEL COLUMN A � I � � tss v +� .Q 00 4 - ° . e ROOF JACK STEEL BEAM u CONC. SLAB e A o �, u ANCHOR BOLT EMBEDMENT: I I ' �. Idb I .0 ° POURED CONCRETE: 7" `� 4' x 1/4" x 8" STEEL n COMPACT FILL A ° =o TOP AND BOTTOM PLATE � U m Q) V i f i BLOCK WALL: 15° ROOFING LAPS I rn V ° ° 4 ° n FLASHING AT . WITH 1/2" x 6" ANCHOR BOLT a `•° KEYWAY FOOTING e A `1•^ ,� `1 ,� Q,� c `� N v I~ a CONC. FTG. G USE WITH 3x3 SQUARE WASHERS SIDES AND TOP 1/2" GROUT o W ° o o.• ^ ^ ; 4 ANCHOR BOLT CONNECTION (USP LB PS58 OR B P583) o p � REINFORCING BAR FOUNDATION 5/8" DIA. ANCHOR BOLT 3" STEEL COLUMN DRAIN TILE ANCHOR BOLT CONNECTION SUPPORTING MAXIMUM SPACING FLASHING LAPS ( 10 KIPS ) SILL PLATE TO FOUNDATIONROOFING AT BOTTOM CRAWL SPACE OR FOUNDATION 1 STORY 72" OC SILL PLATE TO FOUNDATION TYPICAL BEAM DETAIL W TYPICAL CONC. FOUNDATION. APPLY PILASTERS MIN. 3" STEEL COLUMN ANCHORED TO 24"x24"x12" CONC. FTG. CRAWL SPACE OR FOUNDATION 2 STORIES 36" OC STEEL / BOTTOM BEARING WHERE NEEDED FOR STRUCTURAL BRACING. FALL BOTTOM PLATE TO FOUNDATION 1-2 STORIES 57" OC V SLAB-ON-GRADE ROOF JACKS & VENTS DETAIL O I r--- SUB FLOOR Q CONC. SLAB I DOOR FRAME 6X6 10/10 GARAGE JOIST N COMPACT FILL ' DOOR H USE 2X8 STEEL BEAM FOR BLOCKOUT 4" SLAB ' P.T. PLATE W/ 6X6 WMM I SLOPE ` 4"DRIVEWAY --- NOTCH JOIST AND ADJUST HEIGHT U ' 1/2" AIR SPACE �`, < I ° a WITH A NAILING PLATE IF NEEDED AT END AND " �,0 `� ° ° n ° :e , he , " TO BE APROX. 1/2" OR HIGHER THAN ►Yi ' c�ys,� ES OF WOOD t>1 t. ° ° STEEL BEAM TO ALLOW FOR SHRINKAGE GRADE ° .'-'"�"'"""��"''"'� ° ° ° ;' BEAMS _ - ° 'e °� a •a • '° (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED) 6X6 W.W.M. •Q - - e - - -tea - c e =� o I - I-II T ° ,'D ° D ,n /�'i ° 61 `NOTCH BEAM FOR MUDSILL IF REQUIRED -- MAXIMUM e r—SUB FLOOR MIN. �•�.e e �'a , e REINFORCING BAR NOTCH EQUALS 1/4 DEPTH OF BEAM ��_ u ° • n �� REINFORCING BARc•° o d � �e•o ° c 01ST DRAIN TILE —GI e s° SHEET METAL / 30# FELT UNDER BEAM AT POINT 9 L�'n �° �° e - STEEL BEAM 12 OF CONTACT WITH CONCRETE OR CONC. BLOCK LL_fiT_iTi ii �s� 3" PLATE (BOLTED TO BE \,`'A A SHIMS TO LEVEL B EAMTYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH (2) #4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS.AND COLUMNS. C� `�- 0O # DRAWN: MH/MS REINFORCE FOOTING WITH 2 4 REINFORCING BARS. r 3" MINIMUM BEARING SURFACE FOR WOOD BEAM GARAGE DOOR BLOC KOUT SCALE: 1/4"=1'-0" Jr BEAM POCKET � y .','{ { I+ JOB#: � iMarch 09,2018 e f h 0! SHEET NUMBER: A-6 REVISIONS: CODE: 2015 IRC, 2016 NYS CLIMATIC &GEOGRAPHIC DESIGN CRITERIA UNIFORM SUPPLEMENT GROUND WIND SEISMIC FROST WINTER 10ESHIELD FLOOD WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL D R SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNE NT HAZARDS LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED 20 PSF 130 B SEVERE 3 FT. MODERATE SLIGHT TOTO HEAVY MODERATE 11 NONE - USE THE FOLLOWING OR APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. SOIL COMPACTION: 4"MAX. 1). CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY EXISTING CONDITIONS. MINIMUM 3000# KING STUDS CAPACITY. 2). NEW FILL TO BE CLEAN OF ORGANIC MATERIAL. CONTRACTOR TO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL. REMOVE AND ADD ADDITIONAL FILL AS NEEDED. 4"DIA. MAXIMUM 3). COMPACTION OF NEW FILL SHALL BE AT LEAST 95% PROCTOR DENSITY (PER ASTM D 698 RAFTER CRIPPLE STUD AND ASTM D 1557). COMPACT THE SOIL AT 12" LIFTS (TYPICAL). CONTRACTOR TO HAVE FILL TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION. LEDGER RIDGE HEADER DECK AND COVERED PORCH NOTES: 1). Unless otherwise noted, all framing material to be#1 ACQ pressure treated lumber. Z All fasteners, hangers and anchors to be galvinized or stainless steel. RAFTER JACK STUDS :o 2).Girders for deck joists to be bolted or anchored to each post or pier with washers and nuts. Girders on concrete piers shall be anchored with proper steel connectors anchored into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. RAFTER-TO-LEDGER CONNECTION 3). Posts supporting girders shall be anchored to a minimum 24"x24"x12"thick concrete LEDGER TO BE CONNECTED TO BLDG. USING 1/2" DIA. BOLTS @16"OC WITH WASHERS HEADER-TO-POST/STUD CONNECTION footing. Use a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. Footings Shall RIDGE-TO-RAFTER CONNECTION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER I DESCRIPTION I APPLICATION be 3 ft. below grade. STAIR RAILING LOCATION USP NUMBERI DESCRIPTION APPLICATION 2x6-2x8 LS26 18ga. SLOPE HANGER APPLY TO EACH RAFTER/LEDGER ALL OPENINGS LSTA12 1-1/4"x12"20ga.STRAP APPLY TO EACH JACK STUD 4). Deck joists to have blocking at 8'0 o.c.. ROOF I LSTA24 1-1/4"x24"20ga. STRAP I APPLY OVER RIDGE TO EACH RAFTER 2X10 LS210 18ga. SLOPE HANGER APPLY TO EACH RAFTER/LEDGER ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR JAPPLY TO EACH CRIPPLE STUD 5). Flashing shall be installed between the building and ledger. Lapping up the sheathing W 1-1/2"SPACE and over the ledger. Ledger to be fastened to building with 1/2"dia. bolts with washers and nuts at 16"o.c. ►--� ,� MINIMUM '- 6). Concrete piers shall be a minimum 6"above grade. MOS W HANDRAILS RAFTER 7).All joists to be supported with hangers and anchors. Each Joist shall also be anchored to girder(s). ^ O (J/ RAFTER 8).Covered Roofs shall be assembled and anchored the same manner as a typical building. W U 9). Use simpson hangers and anchors with Z-MAX tripple protective coating or equal �D POST for any contact with ACQ. 0 TOP PLATE O Z TOP PLATE BALUSTERS O U RIM/DECK JOIST o HANDRAIL NOTES: OPEN BALUSTER ATTACHED TO WALL WALL STUD WALL STUD o All required handrails shall be of one of the following types or provided equivalent graspability. HANDRAIL CONNECTION RAFTER TO PLATE/STUD CONNECTION 1).Type I. Handrails with circular cross section shall have an ALL HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH RAFTER TO PLATE/STUD CONNECTION LOCATION USP NUMBER DESCRIPTION APPLICATION outside diameter of at least 1-1/4 inches and not greater OF THE STAIRS. HANDGRIP PORTION OF ALL HANDRAILS LOCATION USP NUMBER DESCRIPTION APPLICATION CONNECT EACH than 2 inches. If the handrail is not circular it shall have a RAFTER/PLATE RT15 TYDOWN ANCHOR perimeter dimension of at least 4 inches and not greater SHALL NOT BE LESS THAN 1-1/4"NOR MORE THAN 2"1N 4"-6" RAFTER RT10 10-3/4"x 18ga.TYDOWN ANCHOR CONNECT TO RAFTER TO PLATE POST-TO-DECK CONNECTION EACH RAFTER CONNECT OVER USE MIN. 2 1 than 6-1/4 inches with a maximum cross section of CROSS SECTIONAL DIMENSION,OR THE SHAPE SHALL PLATE/WALL SPTH4 STUD PLATE ANCHOR ( ) /2"DIA.GALV. BOLTS WITH WASHERS AND NUTS dimension of 2-1/4 inches. PROVIDE AN EQUIVALENT GRIPPING SURFACE 8"-12"RAFTER RT20 21-1/8"x 20ga.TYDOWN ANCHOR CONNECT TO PLATES TO EACH STUD EACH RAFTER 2).Type If. Handrails with a perimeter greater than 6-1/4 inches shall provide graspable finger recess area on both sides of the profile.The finger recess shall begin with a distance of 3/4 inch measured vertically from the tallest 4"MAX. portion of the profile and achieve a depth of at least 5/16 4"DIA. MAXIMUM inch within 7/8 inch below the widest portion of the GIRDER/HEADER profile.The required depth shall continue for at least 3/8 O inch to a level that is not less than 1-3/4 inches below the Q �' tallest portion of the profile.The minimum width of the O GIRDER/HEADER o handrail above the recess shall be 1-1/4 inches to a maximum of 2-3/4 inches. Edges shall have a minimum F•.L•� Z o ° , radius of 0.01 inches. JOIST POST/COLUMN 0o W U ;° POST/COLUMN l� NAILING SCHEDULE o N � GIRDER/HEADER 0 ROOFSHEATHING: ' \ NAIL JOINT DESCRIPTION QTY SPACING NOTES v POST-TO GIRDER/HEADER CONNECTION AS PER TABLE 3.8 LOCATION USP NUMBER DESCRIPTION APPLICATION STRUCTURAL PANEL 8d WFCM-SBC SPLICED JOISTS OVER HEADER/GIRDER 4x4 SOLID COLUMN PBS44/PBSE44/KC44 POST CAP ANCHOR APPLY TO EACH COLUMN DEC PORCH RAILING 6x6 SOLID COLUMN PBS66/PBSE66/KC66 POST CAP ANCHOR APPLY TO EACH COLUMN POST-TO-GIRDER/HEADER CONNECTION ROOF FRAMING: LOCATION USP NUMBER DESCRIPTION APPLICATION NAIL JOIST TO GIRDER/HEADER RT10 TYDOWN ANCHOR CONNECT TO EACH JOIST HOLLOW COLUMN SIMPSON STRRI/2 H.C. ANCHOR APPLY TO EACH COLUMN USE MIN. (2) 1/2"DIA. GALV. BOLTS WITH WASHERS AND NUTS JOINT DESCRIPTION QTY SPACING NOTES RAFTER TO 8'WALL: 3-8d COMMON EACH TOE-NAIL o TOP PLATE 10'WALL: 4-8d COMMOI, RAFTER CEILING JOIST 8'WALL: 3-8d COMMON EACH M N s~ TOE NAIL TO TOP PLATE 10'WALL:4-8d COMMO JOIST m v o r\ F CEILING JOIST TO AS PER TABLE 3.7 EACH FACE o Ln v STU PARALLEL RAFTER WFCM-SBC LAP NAIL PQ M o BEARING PLATE `O p GIRDER CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE `'' x o • OVER PARTITION WFCM-SBC LAP NAILp+ ? w @) ° COLLAR TIE AS PER TABLE 3.4 EACH FACE CU00 \ TO RAFTER WFCM-SBC END NAIL ,moo. � ° WOOD JOIST BLOCKING EACH TOE o 4i ' • '• 2 -8d COMMON m " •�„" TO RAFTER END NAIL `� " • .; RIM BOARD EACH END U r' LEDGERI •',> " 2 -16d COMMON rn M ° GIRDER/HEADER I I " •,�," N WOOD JOISTCONCRETE PIER TO RAFTER END NAIL �+ ;D M WOOD JOIST ,0 W 3 WALL FRAMING: JOINT DESCRIPTION NAIL NAIL NOTES QTY. SPACING TOP PLATE TO FLUSH JOISTS WITH HEADER/GIRDER DOUBLE 2x 2 -16d COMMO PER FACE NAIL ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH I (MINIMUM) TOP PLATE FOOT CEILING 101ST TO BLDG. CONNECTION I FOR HEADER HEADER/GIRDER-TO-POST CONNECTION I TOP PLATES AT JOINTS FACE W LEDGER TO BE CONNECTED TO BLDG. USING 1/2"DIA. BOLTS @16"OC WITH WASHERS THE PROPER STEEL CONNECTOR. I INTERSECTIONS OR BEAM 4-16d COMMO EA.SIDE NAIL • IF ABLE,SET FIR JOISTS APROX. 1/4" HIGHER THAN LVL HEADERS I LOCATION USP NUMBER DESCRIPTION APPLICATION TO ALLOW FOR SHRINKAGE. ROD I I (2) BEAMS PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH PIE STUD TO 24" FACE • REQUIRED I I STUD 2-16d COMMO U U O.C. NAIL V FOR STU (3) BEAMS PAU66 OR WE66 POST/BEAM ANCHOR APPLY TO EACH PIER HEADER TO 16"O.C. FACE 0 HEADER 16d COMMON ALONG EDGES NAIL FLASHING TUCKED UNDER I I I TOP OR BOTTOM 2 -16d COMMO PER 2x4 STUD END TOP PIECE OF SIDING AND PLATE TO STUD 3 -16d COMMO PER 2x6 STUD NAIL N LAPPED OVER FIRST CONTIN. THREADED RODBOTTOM PLATE TO: PER PIECE OF SIDING BELOW FLOOR JOIST, BAND JOIST, 2 -16d COMMO FOOT FACE NAIL END JOIST OR BLOCKING � 1/2"DIA. LAG BOLTS W/WASHERS CNW COUPLER NUT CONNECTED TO BLDG. @16"OC STRINGER POST DECK FRAMING: U ole^ c MINIMUM � (2)THRU- END DISTANCE JOINT DESCRIPTION NAIL NAIL NOTES BOLTS QTY. SPACING PW POST a ' p JOIST TO: PER TOE "dia. 4-8d COMMON SILL,TOP PLATE OR GIRDER JOIST NAIL FLOOR FRAMING ANCHOR o °'p PIER 16"TREAD ' �••• •o ' o e ENDINIMANCE M sD A 2x JOISTS BRIDGING EACH TOE •'•' •,. ,, ,O' •L •.�•• w "�> " TO JOIST END NAIL GRADE • e n CONC.SLAB �., •o • g; CONCRETE,FOOTING , , 2 -8d COMMON p.a (AS REQ.) %e;,pA •';: c A c A " BLOCKING EACH TOE BLOCKING FOR 101ST HANGER 2 -Sd COMMON LAG BOLTS B^dia. d ,'o DECK PIER " TO JOIST END NAIL 'p p CONC. a 'q PEP,PER PLAN BLOCKING TO: EACH TOE a" ° PIER HOLLOW COLUMN UPLIFT SILL OR TOP PLATE 3 -16d COMMO BLOCK NAILS ROM JOIST/BD. o v�, a:�.' LEDGER STRIP EACH FAC C5 SIMPSON STRONG TIE MODEL STRRI/2 " e °-> INSTALL AS PER MANUFACTURE'S RECOMENDATIONS DECK POST FTG. CONNECTION 3 -16d COMMO a TO BEAM JOIST NW/ ',' � 'r �t„ DRAWN: MH/MS LOCATION USP NUMBER DESCRIPTION APPLICATION JOIST ON LEDGER PER T 3 -8d COMMON ,� ,. .�.^. }I'Zl 10 SCALE: 1/4"=1'-0" 4X4 POST PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH FOOTING TO BEAM JOIST N kL�14 ,y. �" " DECK/PORCH LEDGER CONNECTION JOB#: 6X6 POST PAU66 OR WE66 POST/BEAM ANCHOR APPLY TO EACH FOOTING BAND JOIST 3 16d COMMO PER EN March 09,2018 TO JOIST JOIST N �"' �- � SHEET NUMBER: BAND JOIST TO: PER SILL OR TOP PLATE 2-16d COMMO FOOT TOE NAj �, x� 3� A-7 REVISIONS: WIND FRAMING NOTES NAILING SCHEDULE V PLAN CONTENTS: GENERAL NOTES 1). RiDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL 1-1/4" x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. NAIL NAIL BUILDING USE RESIDENTIAL DWELLING When a collar tie is used in leu of a ridge strap, the number of 10d common nails required JOINT DESCRIPTION QTY SPACING NOTES CONSTRUCTION NOTES: in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. RAFTER TO 8' WALL: 3-8d COMMON EACH BUILDING HEIGHT (SEE PLANS) TOP PLATE 10'WALL: 4-Sd COMMON RAFTER TOE-NAIL 1). The information within this set of construction documents is related to basic design 2). RAFTER-TO-WALL ASSEMBLY: TOTAL SQ. FT. OF CONSTRUCTION (SEE PLANS) intent and framing details. They are intended as a construction aid , not a substitute Lateral framing and shear wall connections for rafter, ceiling or truss to top plate shall be in CEILING JOiST 8'WALL: 3-8d COMMON EACH TOE-NAIL for generally accepted good building practice and compliance with current New York accordance to table 3.3. When a rafter or truss do not fall in line with studs below, rafters TO TOP PLATE 10' WALL: 4-8d COMMON JOIST State building codes. The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEILING JOiST TO AS PER TABLE 3.7 EACH FACE DESIGN CRITERIA CODE: 2015 IRC, 2016 NYS UNIFORM SUPPLEMENT construction details and procedures to ensure a professionally finished, structurally the to the wall stud with uplift connections. Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM - SBC LAP NAit sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE FRAMING ELEMENTS AS PER FLOOR PLANS, CROSS SECTION AND GENERAL NOTES OVER PARTITION WFCM - SBC LAP NAIL EXT. BALCONIES 60 2). The General Contractor is responsible for ensuring that all work and construction 3). WALL-TO-WALL ASSEMBLY: COLLAR TIE AS PER TABLE 3.4 EACH FACE DECKS 40 meets current federal, state, county and local codes, ordinances and regulations, etc. Wall studs above and studs below a floor level shall be attached with uplift connections in TO RAFTER WFCM - SBC END NAIL These codes are to be considered as part of the specifications for this building and accordance with table 3.3b. When wall studs above do not fall in line with studs below, the ATTICS w/o STORAGE 10 should be adhered to even if in variance with the plan. studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING 2 - 8d COMMON EACH TOE ATTICS w/ STORAGE 20 accordance with table 3.3. TO RAFTER END NAIL DESIGN LOAD CALCULATIONS ROOF (GROUND SNOW LOAD) PER NYS 301.6 3). Dimensions shall take precedent over scaled drawings. RIM BOARD EACH END (LIVE LOADS PSF) ROOMS (DO NOT SCALE DRAWINGS). 4). WALL ASSEMBLY TO FOUNDATION: TO RAFTER 2 - 16d COMMON END NAiL (OTHER THAN SLEEPING) 40 First wall studs shall be connected to the foundation, sill plate, or bottom plate with uplift ROOMS (SLEEPING) 30 4). The designer has not been engaged for construction supervision and assumes no connectors. Steel straps shall have a minimum embedment of 7 inches in concrete WALL FRAMING: STAIRS 40 responsibility for construction coordinating with these plans, nor responsibility for foundation and slab-on-grade, 15 inches in masonry block foundations, or lapped under NAIL GAURDRAILS ANY DIRE construction means, methods, techniques, sequences, or procedures, or for safety the plate and nailed in accordance with table 3.3b. When steel straps are lapped under the JOINT DESCRIPTION QN DIRECTION) 200 NOTES SPACING w precautions and programs in connection with the work. There are no warranties for a bottom plate, 3 inch square washes shall be used with the anchor bolts. Anchor bolt EXPOSURE CATAGORY (DESIGNED FOR CAT.C) specific use expressed or implied in the use of these plans. spacing is to be spaced and sized in accordance to table 3.2a. In addition to spacing, TOP PLATE TO PER FACE NAIL TOP PLATE 2 - 16d COMMONFOOT SEE NOTE: 1 LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION F' anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all O O 5). Refer to the Window and Door schedule for exterior openings. corners. - TOP PLATES AT JOINTS FACE ROOF - FOUNDATION DETAIL PAGE & GENERAL NOTE PAGE z 4 - 16d COMMON Z INTERSECTIONS EA. SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE 6). The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5). TYPE I EXTERIOR SHEARWALL CONNECTIONS: Q O STUD TO 24,� FACEEGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE U or exceeds manufacture's specifications and applicable codes. Type 1 exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior 2 - 16d COMMON STUD O.C. NAIL Sym.: � � attached with 8d common nails at 6" o.c. at the panel edges and 12" o.c. in the field, and FIRE PROTECTION SMOKE ALARMS TO COMPLY WITH NFPA 72 AND NYS R314 iRC. 7). The General Contractor is to consult with the owner for all built-in items 1/2 inch gypsum wallboard on the interior attached with 5d cooler nails at 7" o.c. at panel HEADER TO 16d COMMON 16" O.C. FACE SMOKE &CO2 DETECTORS ® CARBON MONiXIDE ALARMS TO COMPLY WITH R315 IRC. O F. such as bookcases, shelving, pantry, closets, trims, etc. edges and 10"o.c. in the field shall be in accordance with the length requirements specified HEADER ALONG EDGES NAIL a in table 3.15a-b. TOP OR BOTTOM 2 - 16d COMMON PER 2x4 STUD END TRUSS DESIGN N/A - STANDARD STICK FRAME CONSTRUCTION O p 8). Wind load requirements shall be taken into account during construction. PLATE TO STUD 3 - 16d COMMON PER 2x6 STUD NAIL ENERGY CALCULATIONS T 2015 IECC U 6). TYPE 11 EXTERIOR SHEARWALL CONNECTIONS: BOTTOM PLATE TO: a FOUNDATION NOTES: Type II exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate FLOOR length adjustment factors in table 3.16. JOiST BAND JOIST, 2 - 16d COMMONFOOT SEE NOTE: 1PER FACE NAiL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA .2 1). The General Contractor and Mason to review plans, elevations, details and notes to END JOIST OR BLOCKING GROUND WIND SEISMIC FROST WINTER ICESHIELD determine intended heights of finished floor(s) above typical grade. 7). INTERIOR SHEARWALL CONNECTIONS: • SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT FLOOD FLOOR FRAM 11 N G. LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED HAZARDS Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when 2). All footings to rest on undisturbed (virgin) soil. interior shearwalls are used. Sheathing and connections shall be in accordance with JOINT DESCRIPTION NAIL NAIL NOTES 2.4.4.2 and 2.2.4 respectively. QTY. SPACING MODERATE SLIGHT TO - expansion joint material between concrete slabs and abutting 20 PSF 130 B SEVERE 3 FT. TO HEAVY MODERATE 11 NONE 3). Provide 1/2" ex j p g JOIST TO: 4 - 8d COMMON PER TOE concrete or masonry walls occuring in exterior or unheated interior areas. 8). CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL, TOP PLATE OR GIRDER JOIST NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE 4). Any new concrete walls being attached to existing concrete structure shall with table 3.5.Window sill plates shall be have steel connectors in accordance with table TO JOIST 2 - Sd COMMON END NAIL NAIL SPACING NAIL SPACING AT INTERMEDIATE be installed with #5 re-bar, 18" Ion at 12" o.c.. Use approved epoxy for installation. SHEATHING LOCATION NOTES g pp p y 3.5. BLOCKING EACH TOE AT PANEL EDGES SUPPORTS IN THE PANEL FIELD 5). Unless otherwise noted, all slabs on grade to be 3000 p.s.i.. Concrete to be TO JOIST 2 - 8d COMMON END NAIL 4' PERIMETER EDGE ZONE 8d COMMON @ 6" O.0 8d COMMON @ 6" O.C. SEE NOTES: 13 W poured on 4 inch thick Sand or ravel fill with 6x6 wire mesh reinforcing. Interior slabs 9)• CATHEDRAL CEILING ASSEMBLY: p g g' BLOCKING TO: EACH TOE ,� SEE NOTES: 1 ( BOTH FIELDS) q to be minimum 3-1/2 inch thick. All fill to be compacted to 95% relative density with Where a ridge is to be used as a structural beam, the rafters shall either be notched and 3 - 16d COMMON INTERIOR ZONE 8d COMMON @ 6 O.0 8d COMMON @ 12 O.C. NOTE: 2 FOR PANEL FIELD O anchored on to of the beam or slope connectors shall be attached to each rafter-to-ride SILL OR TOP PLATE BLOCK NAIL �- 6 maximum lifts (layers}. p p g O along the open ceiling part of the building. Connections to the ridge and wall shall be be LEDGER STRiP EACH FACE GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4" O.C. 8d COMMON @ 4" O.C. SEE NOTES: 1,3 0 6). Crawl spaces to be provided with a minimum 18"x24" access opening. Install one attached with the above requirements. TO BEAM 3 - 16d COMMONJOIST NAIL Z 8x16 cast iron foundation vent for every 150 sq. ft. of area. NOTES DECK AND COVERED PORCH NOTES: JOIST ON LEDGER 3 - 8d COMMON PER TOE 7). Dampproof exterior of foundation with bituminous coating as required by current TO BEAM JOIST NAIL W U N.Y.S. Residential Construction Code. A 6-mil polyethylene film shall be applied over 1). Unless otherwise noted, all framing material to be #1 ACQ pressure treated lumber. BAND JOIST PER END THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. �4 the below grade portion of exterior walls prior to backfilling. All fasteners, hangers and anchors to be galvinized or stainless steel. TO JOiST 3 - 16d COMMON JOIST NAIL 1). For roof sheathing within 4 feet of the perimeter edge of the roof, including 4 feet on each side of the roof peak, F-� o H BAND JOIST TO: PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. O 8). Drainage as required by current N.Y.S. Residential Construction Code. 2). Girders for deck joists to be bolted to each post with washers and nuts. 2 - 16d COMMON1 Girders on concrete piers shall be anchored with proper steel connectors anchored SILL OR TOP PLATE FOOT SEE NOTE: 1 FRAMING NOTES �� g ROOF SHEATHING:N G• 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. into concrete with a minimum 1/2 dia x 7 long anchor bolt with washers and nuts. For framing members with <0.42<G<0.49, the nail spacing shall be reduced to 6 inches o.c. 1). All framing techniques and methods as prescriptive design of current SBC High Wind 3). Posts supporting girders shall be anchored to a 12"x12"x12" thick concrete footing. JOINT DESCRIPTION NAIL NAIL Edition Wood Framing Construction Manual. Use a minimum 1/2" dia x 8" long anchor bolt with washers and nuts. Footings Shall be 3 ft. QTY. SPACING 3). Tabulated 4 inch o.c. nail spacing assumes sheathing to rafter/truss framing members with G>0.49. For below grade. Porches with covered roofs shall have 12" dia. concrete piers for the girders. STRUCTURAL PANEL g;d AS PER TABLE 3.8 framing members with 0.42<G<0.49, the nail spacing shall be reduced to 3 inches o.c. 2). Unless otherwise noted, all framing and structural wood material to be #2 + BTR. WFCM - SBC WALL SHEATHING REQUIREMENTS FOR WiND LOADS: Douglas Fir. 4). Deck joists to have blocking at 8'0 o.c.. CEILING S H EATH i N G: NAIL SPACING NAiL SPACING AT INTERMEDIATE SHEATHING LOCATION AT PANEL EDGES SUPPORTS IN THE PANEL FIELD NOTES 3). Floors, walls, ceilings and rafters to be spaced at 16 inches o.c. unless noted 5). A minimum of 10 inch flashing shall be installed between the buildin and led ledger. NAIL NAIL g g g JOINT DESCRIPTION otherwise. Ledger to be fastened to building with 1/2" dia. bolts with washers and nuts QTY. SPACINGSEE NOTES: 1, 3 ( BOTH FIELDS) m v o 4' EDGE ZONE 8d COMMON @ 6" O.C. 8d COMMON @ 12" O.C. ON where needed. GYPSUM 7" O.C. EDGE NOTE: 2 FOR PANEL FIELD x 4). Unless otherwise noted , all bearing wall headers to be (2) 2x10 #2 + BTR. Doug. Fir. 5d COOLERS °' O.C . FIELD INTERIOR ZONE U 8d COMMON @ 6" O.0 8d COMMON @ 12" O.C. SEE NOTE: 3 o WALLBOARD 10" ° Bearing wall headers to have (2}jack studs and (2) full length studs on each side of all 6). Concrete piers shall be a minimum 6" above grade. x o openings. LVL headers to have (3) jack studs and (2) full length studs on each side of WALL SHEATHING: �" w 5 x openings. Bearin wall window sills shall also have 2 window sill plates for 2x4 wall NOTES ti g ( ) p 7). All joists to be supported with hangers and anchors. Each Joist shall also be anchored v M E openings between 4'1 and 60 and 2x6 wall openings between 5'11 and 8'9. Provide fireto girder(s). JOiNT DESCRIPTION NAiL NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. o and blocking where applicable. QTY. SPACING o R. M4 8) .Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL AS PER TABLE 3.9 8d COMMO 1). For wall sheathing within 4 feet of the corners, the 4 foot edge zone attachment requirements shall 0 5). All flush beams/headers to be installed with heavy duty galvinized hangers and PANELS WFCM - SBC be used. o U CO in anchors where applicable to all connecting joists. PLUMBING NOTES 7/16" OSB 3" O.C. EDGE N a E v 6d COMMON 6). Double up floor joists under walls that run parallel to the floor joist and under bathtub . 1). All water supply, drainage and venting to be installed as per N.Y.S. Residential PLYWOOD 6" O.C. FiELD 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to stud framing members with o w G>0.49. For framing members with 0.42<G<, the nailspacings shall be reduced to 6 inches o.c. Floors to have ceramic the installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM 5d COOLERS 7 O.C. EDGE g on plans. WALLBOARD 10 O.0 . FiELD 2 . Verify septic stem with the Engineer for Suffolk Count Health Department approval. 3). For exterior panel siding, galvinized box nails shall be permitted to be substituted for common nails. 7). Provide 2 - 1-3/4" thick microlams ( height to match floor joists) around stairwell and/o ) y p y g y p pp FLOOR SHEATHING: other access openings unless otherwise noted (typical). � • 3). If wall studs, plates or joists are cut out during installation for any plumbing related work, NAIL NAILEIIIIIIIIIIIIIII w provide adequate bracing and plates to protect and secure the structure. Verify with the JOINT DESCRIPTION 1).PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. E ' 8). Dormers running up roof rafters are to be supported by double rafters on either side p q g p p y QTY. SPACING State Code and manufacture's recommendation for maximum hole SIZe and Spacing permitted2).USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. . 8d COMMON where applicable unless otherwise noted. STRUCTURAL PANELS 6" O.C. EDGE 3).INSTALL 1-Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. U f,,,) HVAC SYSTEM NOTES 12 1" OR LESS O.C. FIELD � 9). Provide blocking/bridging in floor joists at 8'0 o.c.. Use solid blocking in floor joists V) NOTES• as required by current NYS Residential Code-FIREBLOCKING REQUIRED under all bearing walls. 1). Mechanical subcontractor is responsible for adhearing to all applicable codes and safety Fireblocking shall be provided to cut off all concealed draft openings(both vertical and horizontal) requirements. NOTE: and to form an effective fire barrier between stories,and between a top story and the roof space. 10). Provide insulation baffles at eave vents between rafters. Install draft blocking as THESE NOTES ARE ONLY TO BE REFERRED TO IF CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY Fireblocking shall be provided in wood-frame construction in the following locations. needed. 2). HVAC subcontractor is to fully coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. EXISTING CONDITIONS. MINIMUM 3000#CAPACITY. 1).In concealed spaces of stud walls and partitions,including furred spaces,at the ceiling and floor levels.Concealed horizontal furred spaces shall also be fireblocked at intervals not exceeding equipment supplier. P g 10 11). Unless otherwise noted, all roofs and walls to have a minimum 1/2" thick, 4-ply Fir 1). Nailing requirements are based on wall sheathing feet.Batts or blankets of mineral or glass fiber shall be allowed as fireblocking in walls constructed CDX exterior sheathing grade plywood. Plywood to cover over plates and headers.. SOIL COMPACTION: using parallel rows of studs or staggered studs. 3). HVAC subcontractor to provide final system layout drawing and submit it to the General nailed 6" on-center at the panel edge. if wall sheathing J Contractor and owner for final review and approval. is nailed 3" on-center at the panel edge to obtain higher 1).NEW FILL TO BE CLEAN OF ORGANIC MATERIAL.CONTRACTOR 2).At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, Ln 12). Unless otherwise noted use 3/4" thick T&G PTS Fir or Advantech plywood subfloorTO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL. drop ceilings and cove ceilings. shear capacities, nailing requirements for structural REMOVE AND ADD ADDITIONAL FILL AS NEEDED. ELECTRICAL NOTES: Cr adhered with PL400 adhesive and screwed to floor joists. Finished floor to be installed members shall be doubled, or alternate connectors, 3).In concealed spaces between stair stringers at the top and bottom of the run.Enclosed spaces over subfloor as per manufacture's instructions. such as shear plates, shall be used to maintain load path. 2)•COMPACTION OF NEW FILL SHALL BEAT LEAST 95%PROCTOR under stairs shall comply with current N.Y.S.Residential Code. 1). All electrical to be installed as per N.Y.S. Residential Construction Code. DENSITY(PER ASTM D 698 AND ASTM D 1557). COMPACT THE 13 . All bathroom walls to have 1/2" thick moisture-resistant sheetrock. Garage walls and SOiL AT 12"LIFTS(TYPICAL).CONTRACTOR TO HAVE FiLL 4).At openings around vents,pipes and ducts at ceiling and floor level,to resist the free passage of g 2). When wall sheathing is continuous over connected TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION. flame and products of combustion. ceilings and over furnace to have 5/8"thick type-x sheetrock. All other parts of building 2). All electrical work shall be approved by a qualified Underwriter. members,the tabulated number of nails shall beermitted p 3).DO NOT BACKFILL UNTILL FIRST FLOOR DECK CONSTRUCTION, 5).For the fireblocking of chimneys and fireplaces,as required by current N.Y.S.Residential Code. to have regular 1/2" sheetrock. All walls to be taped and finished. to be reduced tol - 16d nail per foot. INCLUDING SUBFLOOR,1S COMPLETE. ;% " '; " 3). All electrical work to comply with 2014 NEC. ��: 'i6o AC 14). All roof with a pitch less than 4:12 shall be installed with an Ice &Water barrier or approved equal. Flat roofs shall be applied with a Fiberglas base sheet with an EPDM . Install Smoke detectors and Carbon Monoxide detectors throughout as per section R314 PP q PP 4) Itkdttn g torch down type material over. and R315 of IRC. f � �" r �--� �r, DRAWN: MH/MS SCALE: 1/4'-1'-0" �s 3ta. JOB#: 16). All sill plates and wood in contact with concrete to be pressure treated. Sill plates to ) - •t;a; be installed with a foam sill gasket and co -r-tex termite shield or approved equal. March 09,2018 SHEET NUM BER: REVISIONS: C {e 84'-1" 45'-61/2" 31'-95/8" 6'-87/8" .01 5-0" 8'-0" w RET.WALL _ RET.WALL L 2 8 AC(` _ 1 ----- --- V, 6 I • (- - 2)2xa ACQ , r•.a 1 12"dia.CONC. 1 1 12'dia.CONC. I x Qi O 1 PIER 3' ' p O ' PIER 3' ' 1•�. I ' BELOW GRADE' �0 I I 'BELOW GRADE ' F� (TYPICAL) @ --q- 1 (TYPICAL) " r o. Da. �•pae . p o. Da. �.p a . v .o. Da. yr p e . v o. D"a 4`p e . vo• a p e . o. a p e . o. 1 a p e . -CC16-- ----- •I o. a p e . o. d p e . --�-•-- XW3 -- ------------------------------------ ------------------------------------------------------------ -- 1--------------------------- - , ----------- v. ----�-,----- a• Da v. oDa.--4-, pe . - OH�.TL.1� E/�A•,�� r 0 w I • I I • I I Q I a�-- I I • I 1 � • I 1 �, I 4 I I I 1 I I 1 1 •, I 1 D I I f I I I 1 1 C• I 1 ,.-I f 4 I I 1 N I 1 4 • I 1 I (V 1 4 1 I • I I �� I I 1 1 D' i • 11 ' 1 � 1 BASEMENT AREA 00 WELL I I 1 � • t I I I I I I I I I N '' O D r I I I I I 4•�, 1I , , 1 I1 ', ', 226 COLUMN----------- 4X0. TUBE STEEL ' -- 48°c4a''X12"CONC.FOpTING4 1r TI ,1 " " " 1 (3)1-3/4X11-7/8 ML GIRDER , , , , (3) 1-3/4X11-7/8 ML GIRDER ' ' ' ' (3)1-3/4X11-7/8 ML GIRDER , , 1 p0 cD -----_----'-- ------- ----r---- - ____---- t-====___________ - -C--------------------I--------x--------------------x--------x------------�------- ------__------=-J-====_____�=====I-------------_=====x---�===x-----___________ I I I , , , 1 I • 4 I M � O --------' , 1 I I O 9 —2 10 —0 10'-0" .----- -----. 10 —0 •---- -----. lop-0109 —2 1 D I z W o 4X0.226 TUBE STEEL COLUMN 4X0.226 TUBE STEEL COLUMN 4X0.226 TUBE STEEL COLUMN , 4X0.226 TUBE STEEL COLUMN ; '•0 i ,Z, 36"X36"X12"CONC. FOOTING 36"X36"X12"CONC.FOOTING 48"X48"X12"CONC.FOOTING I 36"X36"X12"CONC.FOOTING 4 I o U 4 GARAGE ; =I '_ �,, I 1 I 1 1 , 1 M ' LL LL Wi O N 1 D I I I X I X I 11 I • I I NI 1 I O I d, r 1 2 74 'y Ln .D AREA WELL UP i "r '--- --------------------------------------------------------- -- D L(DGERBOARD TOBEFASTENDED ILLDRL 2X4 FJ_ ; s• v p TO BUILDING WITH TIMBERLOK® _ -_@16"OC c .o - a -0 4 . $ELF-COUNTERSINKING SCREWS I t I I BY OLYMPIC MANUFACTURING _ v cb - ------------------------------------------------------------ --{� -- 4 ---------------------------------------- -------------------------------------------------' 3) 0 ----------------------------------------------- I (2 SCREWS @ 32"O.C.) •� 1 r• ry .• p d p •v ' - •. p Q p •v -. p 4 p .v • .• p 4 p •v -• V 4 p .v ` r_____________-O ' • V 4 p •v ` .. VD4 p •v ' - •• V 4 p �v .• I n� .0 .a n� •O .a n� .0 .d n� I ------ I - - I 4'-31h" 16'-3" 3'-61/2" 6'-51/2" 20'-33/4" rn m v 0 0 1 d- " o m 12"dia.CONC.PIER `o ' I O O , 24'—1" U Wi 2'X2'X1'FTG. Ln I O r x o N 3'BELOW GRADE , " (TYPICAL) 1 w 2 x (3)2X10 ACQ GIRDER i , (3)2X10 ACQ GIRDER i 1 (3)2X10 ACQ GIRDER , 1 (3)2X10 ACQ GIRDER , , _- (3)2X10 ACQ GIRDER 1 , (3)2X10 ACQ GIRDER i i i 4 '� In v ________1_ ___ _1__________________________L __ _L_______________________________L __ _L________________J_ __ J__ ____L __ _L_____________________1_ _ I � OO •.r \ --------------------- _ -- _ _ __ _ .0 B , E- -r----------------- -,=0--------------------------=r _---r---- -------------------------r - -r--------------- -��------------------- --r�=r 1 N p �I � ` ------------------------ _�__ -r- -�- _�-----1-- -�-- -�-- -F- -�------------------------© d tC __ __ __ __ __ __ __ _-' -- -- •-_ -- -- _ ••, .moi LnU ,+�• 0w 8'-6" 10'-81/2" 12'-8" 7'-11" 9'-51/2" 9'-5" 1. 10"THICK POURED CONCRETE FOUNDATION,3000 psi.HEIGHT AT 9'-0". 4. GARAGE SLAB TO BE 4"THICK, REINFORCED w/6X6 10/10 WELDED WIRE FABRIC W EXTERIOR OF FOUNDATIONS TO BE DAMPPROOFED AS PER N.Y.S. OVER 2"(MIN)SAND ON 6"GRAVEL.SLOPE TOP OF SLAB TO OVERHEAD DOOR(S) H RESIDENTIAL CODE WITH A BITUMINOUS COATING. FOR DRAINAGE,1/8":12"(MIN).NOTCH 2"DOWN AT DOOR OPENINGS. 2. FOUNDATION TO HAVE 20"X10"CONCRETE(2X4)KEYWAY IN FOOTING. #5 VERTICLE REBARTO BE INSTALLED AT WALL @ 16"OC,INTO SLAB AND DOOR U APRON. FOOTINGS TO HAVE 3-( CONTINUOUS RE-BAR.ALL FOOTINGS To REST FOUNDATION PLAN W ON UNDISTURBED SOIL(MINIMUM 3000#CAPACITY). 5. PROVIDE 2X6 ACQ SILL PLATE UNLESS OTHERWISE NOTED.SILL PLATE TO BE INSTALLED OVER COP-R-TEX TERMITE SHIELD AND SILL SEAL. 3. BASEMENT SLAB TO BE 4"THICK,3000psi CONCRETE ON COMPACTED FILL. 6. PROVIDE 5/8"DIA.ANCHOR BOLTS AT T-0"O.C.AND W/I 1'-0"OF CORNERS, SCALE. 1/4" = 1' INTERSECTIONS AND SPLICED JOINTS.ANCHOR BOLTS TO HAVE A N MINIMUM 7"IMBEDMENT INTO THE CONCRETE. EACH ANCHOR BOLT TO [--I BE ATTACHED TO SILL PLATES WITH 3X3 SQUARE WASHER AND NUT. U � A wv, D4v � 'Y DRAWN: MH/MS SCALE: 1/4"=1'-0" JOB#: October 22,2018 rUMDING D ,r7- ta►4�, L 3 .I$�,6 SHEET NUMBER: A-2 S �