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HomeMy WebLinkAbout30795-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-31122 Date: 08/19/05 THIS CERTIFIES that the building ADDITIONS/ALTERATIONS Location of Property: 865 NORTH SEA DR ORIENT (HOUSE NO.) (STREET) (HAMLET) County Tax Map No. 473889 Section 15 Block 6 Lot 5 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated NOVEMBER 22, 2004 pursuant to which Building Permit No. 30795-Z dated NOVEMBER 23, 2004 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is ADDITIONS & ALTERATIONS TO EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR. The certificate is issued to CONRAD & ELIZABETH OWEN (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO. 2043801 08/09/05 PLUMBERS CERTIFICATION DATED 08/08/05 HENRY P. SMITH A ho ize signature Rev. 1/81 ct�'\ • Form No. 6 �� '7`'�" TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2+10 of 1°iu lead. 5. C'onuuercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Subunit 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: i. Accurate sun ey of property showing all property lines, streets, building and unusual natural or topographic features 2. A properly completed application and consent to inspect signed bw the applicant. If a Certificate of Occupancy is denied, the Building hispector shall state the reasons therefor in writing to the applicant C. Fees 1. Certificate of Occupancy - New dwelling $25.00, Additions to dwelluig $25.00, Alterations to dwelling $25.00, Switmning pool $25.00, Accessory building $25.00, Additions to accessor; building $25.Ot1. Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building - $100.4)0 3. Copy of Certificate of Occupancy - $.25 4. Updated Certificate of Occupancy - $50.00 5. Temporar,v Certificate of Occupancy - Residential $15.00, Commercial $15.00 Dari New Construction: // Old or Pre-existing Building: __(check one) Location of Property: _ l7 IUD. SCS,- Dr. �/ t e Z� _ House No. Street Handet Owner or Owners of Property': L U VA I[ ee e t Suffolk County Tax Map No 1000, Section 0 0 (; _ Lot 00 Subdivision Filed Nlap. — Lot: P6nnit No. -7 q _ _Rate of Permit._i Applicant:_ Health Dept. Approval: Underwriters Appro%'al Planning Board Approval. Request for. Temporary Certificate Final Certificate: _ (check one) C7� Fee Submitted: $ C9 S� Applic-4 Signature COQ FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-31123 Date: 08/19/05 THIS CERTIFIES that the building ACCESSORY Location of Property: 865 NORTH SEA DR ORIENT (HOUSE NO. ) (STREET) (HAMLET) County Tax Map No. 473889 Section 15 Block 6 Lot 5 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated NOVEMBER 22, 2004 pursuant to which Building Permit No. 30795-Z dated NOVEMBER 23, 2004 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is ACCESSORY GARAGE IN THE REAR YARD AS APPLIED FOR. The certificate is issued to CONRAD & ELIZABETH OWEN (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO. 2043801 08/09/05 PLUMBERS CERTIFICATION DATED N/A _--4 ) I IA4 /tth/ized '§ignature Rev. 1/81 Form No.6 � D43 r��S TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application nisi be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2.,10 of 10,0' lead. S. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements B. For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and "pre-existing" land uses: l . Accurate cur ep 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 Ceoiticate of Occupancy is denied, the Building Inspector shall state the reasons therefor in iwritine to the applicant C. Fees 1. Certificate of l)ccupaucy - New dwelling $25.00, Additions to dwelling $25 00, Alterations to dwelling$25.00, Swiuuttingpool $25.00, Accessory building $25.00, Additions to accessor: building .$'S t1U. Bu;ine;ses $50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copp of Certificate of Occupancy - $.25 4. Updated Certificate of Occupancy - $50.00 5. Tentporan'Certificate of Occupancy - Residential $15.00, Commercial$$l��Jos Date New Construction _Old or Pre-existing Building: tt�� (check one) Location of Property: _ O _� . SCS,- Dr. House No. Street Hamlet Owner or Owners of Property: C U ✓t Yw �� 1 Z Suffolk Couuty'fax Map No 1000, Section P91ock__ a rC)Q (D I of 00 Subdivision Filed Nlap. Lot: Parr it No. ( '7 q _-)ate-of-Pernut.__1 12- )ApplicantS ` - Health Dept. ApptowaL Underwriters Approval. Planning Board Approval. Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ Sd Applic Signature �-e• fo� � S y� Co 3ff23 Town Hall, 53095 Main RoadV3 MUMFax (516) 765-1823 P. O. Box 1179 �� .r Telephone (5 16) 765-1802 Southold, New Vorx 11971 OFFICE OF THE BUILDING INSPECTOR TOWN OF SOUTHOLD C E R T I F I C A T I O N DATE: Building Permit No . .30 - 9 Owner : CoA r—Q� 0LJL/J (pl1e'na'�se print) Plumber : Pth1:!4 P SmIT-H ( pleas print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. ( Plu rs Signature ) Sworn to before men this ({� day of 19 o1f9eJs Nota Publi�c,,c�� County LINDA J COOPER ,atA5ork 1004822583.Suffolk Cou 0 Term Expires December 31, M L3rL3rdJ'r�r Is r�r n�rJ�rJr1rlr�crr��frJ@rrJ rJ�crcr s�r�nsrr�lr��nsr��ns�nrn���nr n�l�n o 1151 5 BY THIS CERTIFICATE OF COMPLIANCE THE 5 NEW YORK BOARD OF FIRE UNDERWRITERS 5 5 BUREAU OF ELECTRICITY 5 5 40 FULTON STREET — NEW YORK, NY 10038 55 CERTIFIES THAT 5 Upon the application of upon premises owned by 5 REP ELECTRIC CONRAD & ELIZABETH OWEN 5 5 P.O. BOX 635 865 NORTH SEA ROAD 5 5 MATTITUCK, NY 11952, ORIENT, NY 11957 5 e5 5 Located at 865 NORTH SEA ROAD ORIENT, NY 11957 C� 5 Application Number: 2043801 Certificate Number: 2043801 55 5 Section: Block: Lot: Building Permit: BDC: ns11 �5 5 5 Described as a Residential 600-1199 square ft. occupancy, wherein the premises electrical system consisting of 5 electrical devices and wiring, described below, located in/on the premises at: 5 5 Basement, First Floor, Detached Garage,Outside, 5 5 5 A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed 5 herein, was conducted in accordance with the requirements of the applicable code and/or standard 5 5 promulgated by the State of New York, Department of State Code Enforcement and Administration, or other 5 authority having jurisdiction, and found to be in compliance therewith on the 9th Day of August,2005. 5 5 Name OTY Rate Rating Circuit Type 5 Alarm and Emergency Equipment 5 5 Sensor 2 0 Carbon Monoxide 5 5 Sensor 5 0 Smoke 5 5 5 Appliances and Accessories rj Range l 0 11.5 KW 5 5 Dish Washer 1 0 1.2 KW 5 Exhaust Fan 1 0 F.H.P. c 5 Furnace 1 0 Oil S 5 Air Conditioner 1 0 42.000 BTU 5 5 Panels 5 5 1 30 4 5 5 Wiring and Devices Outlet 23 0 Fixture c5 5 Fixture 21 0 Incandescent 5 5 Fixture 2 0 Flourescent 5 Receptacle 40 0 General Purpose 5 5 Switch 22 0 General Purpose seal 5 Receptacle 19 0 General Purpose 5 Continued on Next Page l of 2 �5± This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. 5 5 D rrrJ'� rr r�� cfor� ticrcr rJ@rrrcrrJ'� rJ'rJ�r�rJu�cnrJr�rJ'rSr�cr�.rrJ'rJ'r�u@rcnrJrJ'� o O t 1r Pt J[!t J rJd1rP rPrJ@lrJrPrJ�r�rlrl�r1rJr�i fa rJ�rJr lrJ�rJ�rJt PrJ�rJ�rJrJ�rJ�rJ�rJ�cP cPrJ�rJrJ�rJ�rJIr 111'�rJrJ�r:111 2 J�rJ@PrJrJrJcPrJ 3ffl cO 5 5 BY THIS CERTIFICATE OF COMPLIANCE THE c NEW YORK BOARD OF FIRE UNDERWRITERS 5 5 BUREAU OF ELECTRICITY C5 5 40 FULTON STREET — NEW YORK, NY 10038 CC 5 CERTIFIES THAT Upon the application of upon premises owned by 5 REP ELECTRIC CONRAD & ELIZABETH OWEN 5 5 O MATTIITUCKSNY 11952, ORIENT SEA ROAD 5 c5 5 57 Located at 865 NORTH SEA ROAD ORIENT, NY 11957 5 5 Application Number: 2043801 Certificate Number: 2043801 5 C5 Section: Block: Lot: Building Permit: BDC: ns11 e� c, Described as a Residential 600-1199 square ft. occupancy, wherein the premises electrical system consisting of 55 electrical devices and wiring, described below, located in/on the premises at: 5 ec5 Basement, First Floor, Detached Garage,Outside, r5 A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed rj 5 herein, was conducted in accordance with the requirements of the applicable code and/or standard 5 5 promulgated by the State of New York, Department of State Code Enforcement and Administration, or other 5 5 authority having jurisdiction, and found to be in compliance therewith on the 9th Day of August,2005. 5 5 Name OTY Rate Raine Circuit Tti e 5 Paddle Fan l 0 5 Receptacle l 0 20 amp Laundry 5 C5� Receptacle l 0 30 amp Dryer 5 Dimmers 4 0 5 Disconnect l 0 60 amp Air Conditioner L5J 5 Receptacle 6 0 GFCI 5 5 5 5 5 5 5 55 5 sea, 5 5 5 2 of 2 e5 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. 5 5 o �� E ffi3v FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 30795 Z Date NOVEMBER 23 , 2004 Permission is hereby granted to: CONRAD & ELIZABETH OWEN 758 HUNT LA MANHASSET,NY 11030 for ADDITIONS & ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING ONLY AS APPLIED FOR at premises located at 865 NORTH SEA DR ORIENT County Tax Map No. 473889 Section 015 Block 0006 Lot No. 005 pursuant to application dated NOVEMBER 22 , 2004 and approved by the Building Inspector to expire on MAY 23 , 2006 . Fee $ 150 . 00 ZD Ii ri d Si nature ORIGINAL Rev. 5/8/02 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 30795 Z Date NOVEMBER 23 , 2004 Permission is hereby granted to : CONRAD & ELIZABETH OWEN 758 HUNT LA MANHASSET,NY 11030 for ADDITIONS & ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING AND ACCESSORY GARAGE AS APPLIED FOR. TWO COS REQUIRED. at premises located at 865 NORTH SEA DR ORIENT County Tax Map No. 473889 Section 015 Block 0006 Lot No. 005 pursuant to application dated NOVEMBER 22 , 2004 and approved by the Building Inspector to expire on MAY 23 , Fee $ 225 . 00 Aut orized Signature ORIGINAL Rev. 5/8/02 FIELD INSPECTION REPORT I DATE COMMENTS ' W m FOUNDATION (1ST) - - - -- kAx -------------------------------------- FOUNDATION (2ND) ----- - --- z 3 � o U A ROUGH FRAMING& � Z PLUMBING o- 'oe 10 m INSULATION PER N. Y. — -- --- STATE ENERGY CODE 26 r10 - � FINAL -/ vC DITIONAL COMMENTS rn S 1 Z � — 1 n0 j� z v m V` l7 � x N W � c z m �o 3v7�f2- 765.,802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] 1 LATION [ ] FRAMING [tll FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE ! INSPECTOR 7 765.1802 ) 13UILDING DEPT. INSP TION [k/ FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE /� � � 1 INSPECTOR i / 7 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ Lr*OUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ gfRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS:� - 6J //-- J l� DATE INSPECTOR 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ) R GH PLBG. [ ] FOUNDATION 2ND [ LATION [ ) FRAMING [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: x! /c DATE INSPECTOR ' `�, A/ R TH SEA 1,4 4o R der n b� trNl t_mt1� O 4,' c E s r/ /9� •'d _ _u O sII N � `+• ttl .FUtGPOLE � N i I W A.1 i h . 1 `3rn11_v L CO -J P , Z a GI D __ Gat ttq J ! 3- R Oracle I (� s. r i ( — FOC1L ruAlL a 'Ji LO---- ------ LO Ess + GYCLpIdE FE(-ICE- sl- FtINe POLE UTILITY UNE tJt•n !In:t .i alter+hon or addition IF NE ", Sa•smn ^.n!the New York 6tnto L O 71- Fj 'dated aw. rcn pal t'a.��' � •f Crrydee ��-•ncr. beating tht to. a I..Ya1nda/al deel t P shag not he considered i Io bile u dtfuo copy. (3uarm, Ind'"ted hereon shag run / y/Alm Q� P.�d�ERT•Y ft(`�<s Z�6R�.1f' er:Iv Ie It m,eeon for niton the survot Ir.n;o,. s: .rod on his behalf to the \L:it![1 III!,,ra r, n'l.nvvornrrrontnl egenry and ./R�/EYEG' FOA? =' ts..Im� inlifidlin HOW.)hereon mild �• to the ear ne.oc of the Ionding Intl• C11 !•, J •• (� I i �.,M r �,, /k p _ r• i�+f-,�'-• lutbn.Drentoee ore not tranderehls {- a (� Y /'r4 aJ E� to addiLlo a Institutions M eub»guent ttwnans. ,v T OR/ENT, N. Y • c / IGrl f�/'p es ~.AMENPeP•AUG.8�,l, 9 T,'�/e /1i6, ' t� -5 ?-OR:,�,;; GI rGlrar++� ci ko +dArt U.S. L.H' 'rifle irtsl.rvar+�e �.CiF1r�:sdN� ai' L04 ewnbe , skoN/r, +a fLre Sawfl-wicA 5,, yiHq$ i-614'e r -/-o Wap n•{ Ur• er4 Ctij exs �rr�vau�d .74.ur�, 6' I'.Lh VA" TweL. A' .E,.. Ce a lk arp /1/O. 3'4 4- G icerfse Land y r A, CO.TM MAP OIXTA OUQ0-015'6-S. Greeitipowf, New' Y&k. ' TORN OF SOUTHOLD BUILDING PER MIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have a need the fulloiimg.before applying? TONPN HALL Board of Health—NIA__ SOUTHOLD,NY11971 4setsof Budding Plans_ ✓ TEL: (631)765-1802 Planning Board approval,kq _ FAX: (631)765-9502 O Sur,ey__ ✓ _ www. northfork.net/Southold/ PERMIT NO._ Check Septic Form NA N.Y.S.D.EC z Trustees Exartuncd `� .'_0 y.// Contact: Apprrned 20U eector __Mailto: plaNIT4 o`eorJNORTFRUDA µ PerChDisapproved a'c IAGZC6yrn-I�IJ 8t.VD+R05Lpk1, Ny 115Phone:_5161_ 26• ep-C22 5 E.epaahon > B g 1 APPLICATION FOR BUILDING PERMIT 20_Qw� -'' INSTRUCTIONS a.This application MUST be completely filled in by typewriter or in ink and.submitted to the Building Inspector with 3 sets of plans,accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas,and waterways. c The%cork covered by this application may not be commenced before issuance of Building Permit. a.Upon appsrn al of this application,the Building Inspector a ill issue a Building Permit to the applicant.Such a penin, ,:.,e'L-!,ept on the premtS,.,aea.lable to. ;t,.ycetion throughout the aork. e.No building shall be occupied mused in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. E Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property hate been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months Thereafter,anew 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 orfor 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 fornecessary inspections 2 2LWr* (Signature of appicam or time,if a corporation) IO G2 KoRTHF-THF $LYD• N• Y• 1ISIla j (Mai ing address of applicant) State whether applicant is owner,lessee,agent,architect,engineer,general contractor,electrician,plumber or builder ca.1Tz cr- RGN I f1=GT APCW S - JnItTA O`laNrJ6rz Name of owner of premises e—LIZABEIIJ iit Cool RAD ,!S wip—t4 (As on the tax roll or latest deed) If applicant is a corporation,signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. I. Location of land on which proposed work will be done: _ 06's rIoRTFI SEA DR . , Ol2lENT POINIT•t NV . 1196,-7-11351 House Number Street Hamlet County Tax Map No. 1000 Section // ��- Block 6O Lot-—G Subdivision Filed Map No. Lot (Name) 3. State existing use and occupancy of premises and intended use and occupancy of proposed construction: ' a. Existing use and occupancy_ jZ - DE.nSTLA L1 _2.LNKLR___ Ann l}�C b. Intended use and occupancy_ ll'�ErJSTrry>y��� 3. Nature of work(check which applicable): New Building_ AdYi4tion_✓ -Alteration ✓ Repair Remo%al____Demolition_ __Other Work <;<_4ryA,Cj 4. Estimated Cost_ �Zb000---_ Fee (Description)_ (To be paid on filing this application) 5. If dwelling.number of dwelling units NI& Number of dwelling units on each floor_ If garage, number of cars 1 6. If business,commercial or mixed occupancy,specify nature and extent of each type of use. 7. Dimensions of existing structures,if any: Front�r-'�1_Rear__b O D�t Depth Height fes'- 4 Number of Stories I Dimensions of same structure with alterations or additions: Front SS-7 u __Rear 25 OCO' ' Depth -3 1" Height 1 A�- 4Number of Stories__) construction: 1 r , m r 8. Dimensions of entire new construcnon: Front 1 S-O Rear__ I S-D' Depth_ '21 -D Height 12 i 3'h° Number of Stories 1 I r 9. Size of lot: Front Iq�n -O Rear ( 57 •-I$t Depth 14(.I-6�� 10. Date of Purchase_ /1,0d 2 Name of Former Owner N Pr l.Gt52'C�_ .. district in which premises are situated I z. Dues proposed construction violate any zoning law,ordinance or regulation?YES NO_✓ 13 Will lot be re-graded?YESNO will excess fill be removed from premises?YES ✓NO 14.Names of Owner of premises OWED{ Addrelf* poNT LA-,MAYB0Phoue No. 51(-447-110'4' Name of Architect &817 OTWIM 6coN14oYZ Address 106•14•BWe•IRo6LYN Phone No S1L- Z(i S_ 4!&ZS Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? `YES_ NO +✓ * IF YES,SOUTHOLD TOWN TRUSTEES&D.E.C.PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland?* YES NO ✓ * IF YES,D.E.C.PERMITS MAYBE 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. N,/A STATE OF NEW YORK) SS: COUNTY OF ) t�A,nl 1'T3l Q& being duly swum,deposes and says that(s he is the applicant (Name of individual signing contract)above named. Nw-t 0.ZFq�5-S�H-tGS 6x �'3V- 12 (S)He is the_ re 126H PTV--er (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duty 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 thebest of his knowledge and belief;and that the work will be performed in the manner set forth in the application filed[herewith. Swoyakto before me this x'1 dayof N—Jw 30� Signature of Applicant �O 3 ul f4unoo necaeN ul 13911110M GUL909000'oN VdAmeN 10 eMS'oMQnd NWWd f1SSoO'l VN1113ItlHO TOWN OF SOUTHOLD PROPERTY RECORD CARD S— —S _ OWNER S 8(�5 VILLAGE DISTRICT SUB. LOT FORMER OWNER N E ACREAGE W TYPE OF BUILDING ZES,2/Ll S VL. FARM COMM. I IND. CB. MISC. Est. Mkt. Value LAND IMP. TOTAL DATE REMARKS a16' o > o u U i o 0 4; z , /,. ° —So 1 e, e2 0 c 6 0 If7 � S - 10 9. �'E� 72GSL �u,Lo13 / 0 v F oU z � � G .2 to, T3.Lr,, Par �j6s(,9 L &Z /N xotmafooL G. C. 'V600 O loos / tr AGE2 �� BLffL I4]G CON IO gtf /0 2 aZ—L I zzl3 3 ' G e✓f �Pn 140 QOo NEW NORMAL BELOW ABOVE FRONTAGE ON WATER Farm Acre Value Per Acre Value FRONTAGE ON ROAD rillable 1 BULKHEAD Tillable 2 DOCK Tillable 3 Noodland swampland 3rushland louse Plot Total N rL) �; ! N FV ..�5"r_..:.v,.;.,rena..._ �:. .Jr.::.� ,. _,yy, SII , � � . � !, '' • A. Bldg. Foundation Both g / � I• 3 i � S - 3 � r— ixtension 14/i Xa �! o O Basement �V Floors U 'D extension 3 K 1 L _ 3 Ext. Walls jo o P S}t i Anterior Finish U/ALL I Q) — I extension Fire Place Heat Porch I Roof Type — — — — Porch Rooms 1st Floor i 3reezeway — — Patio Rooms 2nd Floor 3arage S S r 3 ) o a 3 S' Driveway _ Dormer �� L i J 1 l r� N milli 1 '�_,�,• "ice 1 APPROVED AS NOTED COMPLY W"ALL CODES OF DATE: I I �z3 NEW YORK B.P,if_.� STATE & T FEE: I AS REQUIRED AND OWN CODES NOTIFY BUILDIrgG BV. CONDITIONS OF 765-1602 DEPARTMENT AT FOLLOWING ANSPECT4 PM FOR THE90N1. S�THOLDTOWN jgA 1. FOUNDATION - TWO REQUIREDSOUTHOLD TOWN PLMNIW mw FOR POURED CONCRETE OOLDTDWN 2. ROUGH - FRAMING & PLUMBINGTRUSTEES 3. INSULATION Y.S•DEC 4. FINAL • CONSTRUCTION MUST BE COMPLETE FOR C.O. ALL N SHALL MEET THE REQUIREMENTS OOF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR OSE IS UNLAWFUL DESIGN OR CONSTRUCTION ERRORS. FIJI WITHOUT CERTIFICATE OF OCCUPANCY FLOOD ZONE A/A COMPLY WITH CHAPTER "46" UNDERWRITERSCERTIf�ATE FLOOD DAMAGE PREVENTION SOUTHOLD TOWN CODE. REQUIRED PLUMBER CERTIFICATION ALL CONSTRUCTION SHALL ON LEAD CONTENT BEFORE MEET THE REQUIREMENTS OF THE CERTIFICATE OF OCCUPANCY CODES OF NEW YORK STATE. SOLDER USED IN WATER SUPPLY SYSTEM CANNOT EXCEED 2/10 OF 1%LEAD. PLUMBING ALL PLUMBING WASTE &WATER LINES NEED TESTING BEFORE COVERING CERTIFICATION OF NAILING & CONNECTIONS REQUIRED. ti i40,11 1 _ .. In ,sz®,-fin AN OWEN ELEVATION MARKER - 1 r ' , J ELEVATION MARKER _ - '_ " , mg ' ND MBER 1 1 `.a .L ENCE (SHEETION AND DETAIL LOCATION) SECTION AND DETAIL MARCER r, I� q p - (SHEET AND NUMBER LOCATION) I O R T L4A E ° p R, 'I V E 865 NORTH SEA DRIVE DETAIL MARKER V e o (SHEET AND NUMBER LOCATION) - } ✓' -,v,"� ORIENT, NEW YORKDUE EAST M A T IAL 5 LEGEND - - - - ' 196PJ0 " . GENERAL N C T EARTH p GLASS RIGID INSUALATION 0O } L ALL WORK SHALL CONFORM TO THE NEW YORK STATE BUILDING 21. HEADER: TO BE INSTALLED ABOVE ALL OPENINGS, DOORS AND CONSTRUCTION CODE', ENERGY CODE AND ALL RULE5 AND WINDOWS IN BEARING WALLS. TECO JOIST HANGER$ TO BE USED ON 0z v NEW O LIP, � O REGULATIONS OF LOCAL AUTHORITIES HAVING JURISDICTION, ALL FLUSH HEADER CONNECTIONS. ENDS OF HEADERS 70 REST FULLY \ COVERED INCLUDING THE LATEST EDITIONS OF THE NATIONAL FIRE CODE AND ON (2) 2"X4" JACK STUDS UNLESS OTHERWISE NOTED. GRAVEL ® STEEL ® BATT INSULATION PORCH s 1 ALL REQUIREMENTS OF THE OCCUPATIONAL SAFETY AND HEALTH ACT. TYPICAL SPAN: SIZE OF HEADER m'-4' 2 2'X8" 4 -8' 2-2Xi0' NEW ENTRY 2. THE CONTRACTOR IS TO CHECK AND VERIFY THESE DOCUMENTS AND 8'-12' 2-2X12" 9 III _ 49 s ft DEMOLISH Z BE RESPONSIBLE FOR ALL MEASUREMENTS, DIMENSIONS AND AT ANY OPENING B OR GREATER THERE SHOULD BE DOUBLE JACK STUDS. POURED CONCRETE ® ALUMINUM CONDITIONS, ANY DISCREPANCIES ARE TO BE REPORTED TO THE ALL HEADERS ARE TYPICAL UNLESS OTHERWISE NOTED. INSTALL \ r_ �- r EXIST. LONG - T j -�- = PAD EkTENbI G. d +.,t M. r ARCHITECT BEFORE A SUBMI55ION OF BID. A SUBMISSION OF BID SHALL METAL BRIDGING AT 6'-0" O,C. i r ` qi r��I� 1 GARAGE FROM M GARAG IMPLY CONTRACTOR'S ACCEPTANCE OF THE DRAWINGS AND THE I 1 IN EXIST. NEW BEDROOM EXISTING CONDITIONS. 22, HEATING. CONTRACTOR TO MODIFY EXISTING FORCED AIR HEATING G%/////.1 STUD WALLS FINISHED WOOD 1 1 380 sq.ft. ASPHALT SYSTEM TO ACCOMODATE NEW MASTER BEDROOM AND BATH. CONTRACTOR L'�/////A 3. COMMENCEMENT OF CONSTRUCTION WILL SIGNIFY THAT THE TO EXTEND DUCTWORK A5 REQUIRED. I7 15 THE CONTRACTORS \ j EXISTING 'al BBEVRNEMOOED CONTRACTOR AND TRADE CONTRACTOR WILL HOLD THE ARCHITECT RESPONSIBILITY TO VERIFY THAT THE EXISTING DUCTWORK CAN HANDLE THE I STORY -------- CONTRACTOR FOR ANY AND ALL ERRORS, OMISSIONS AND PERSONAL NEW ADDITION AND TO PROVIDE AN ALTERNATIVE SHOULD THE EXISTING 1 RESIDENCE H ___ PAVING LIABILITY. SYSTEM BE INADEQUATE. 259 f- 'I + 3 H ______-_ ASPHALT' . . \�/, TO �NZ.St PIR 1 ------ - _ ��f�'^"l 4, THESE DRAWINGS ARE INTENDED TO CONVEY THE OVERALL DESIGN 23. PAINTING AND FINISHING: ALL WALLS AND SURFACES AS ON THE 4 5 5 " i A T i ON S �'2� SE ylJr lL� INTENT AND GENERAL SCOPE OF WORK ALL CONNECTIONS, DRAWINGS ARE TO BE PAINTED WITH I COAT PRIMER AND 2 COATS OF EW " ASSEMBLIES AND DETAILS REQUIRED TO CARRY OUT THIS DESIGN FINISH PAINT. REMOVE ALL HARDWARE TRIM, SWITCH PLATES, ETC, BRICK PATIO ^� - INTENT ARE TO BE PROVIDED BY THE GENERAL CONTRACTOR. PRIOR TO PAINTING AND REPLACE SAME AT COMPLETION OF WORK. EXIST. BRICK PATIO I N' � .W Q - 1 WALL COLOR 15 TO BE "LINEN WHITE:, A5 MANUFACTURED BY BENJAMIN CONNECTED 15ra0' . -+ hI00RE PAINTS. CEILING COLOR IS TO BE FLAT FAINT, TO MATCH WALL A.C.T. ACOUSTICAL CEILING TILE LAM. LAMINATE TO EXIST. 26'-10" S. ALL CONDITIONS CONTAINED IN THE LATEST EDITION OF THE A.I.A. COLOR AND SEMI-GLOSS Ib TO BE USED ON ALL DOORS AND TRIM: COLOR AFF. ABOVE FINISH FLOOR LAV, LAVATORY EXIST. CHAIN ,.Q ^�► -,, A101 "GENERAL CONDITIONS OF THE CONTRACT" SHALL BE TO BE "LINEN WHITE". - LINK FENCE PROP. BLK BLOCK MAX. MAXIMUM \ EXISTING GARAGE _ O /IIt AU k INCORPORATED INTO THESE SPECIFICATIONS AND SHALL BE BINDING POOL 315 sq.ft. 8 TO THE CONTRACT AS IF WRITTEN HEREIN. BLK'G BLOCKING MTL. METAL \ 24 CONTRACTOR TO PROVIDE A MINIMUM OF ONE SINGLE STATION CLG CEILING MIN. MINIMUM ' Q ' SMOKE DETECTOR AT EACH BEDROOM, IN COMPLIANCE WITH NYSEC ASIO. C.T. CERAMIC TILE M.O. MASONRY OPENING �'+ 26 10 _j 6- CONTRACTOR SHALL OBTAIN AND PAY FOR ALL REQUIRED CONTRACTOR TO PROVIDE A CARBON MONOXIDE DETECTOR A7 THE CONC- CONCRETE N.I.0 NOT IN CONTRACT 3 '�� UNDERWRITERS CERTIFICATES, CERTIFICATE OF OCCUPANCY, OUTSIDE OF EACH STAIR, ON EACH FLOOR DETECTORS SHALL BE ELECTRIC a CONT. CONTINUOUS NO NUMBER O �• + " "" '' ' AND/OR COMPLETION FOR ALL WOW INDICATED FROM ANY AND SHALL BE DIRECTLY CONNECTED TO LIGHTING CIRCUITS WITH NO �'\ .n � AGENCIES HAVING JURISDICTION. INTERVENING SWITCHES. CJ. CONTROL JOINT CO. ON CENTER DN. DOW.) OFN'G OPENING `' 0 �. CL 1. IF, IN THE COURSE OF CONSTRUCTION, A CONDITION EXISTS WHICH 25 WINDOWS ALL WINDOWS TO BE NEW "ANDE'RSEN", INSULATED GLASS, DIA. DIAMETER Ft-A5. LAM. PLASTIC LAMINATE _ _ LL. 1� F DISAGREES WITH THAT AS INDICATED ON THESE DRAWINGS, THE EXTERIOR IN WHITE COLOR, 51ZE AND FUNCTION AS INDICATED ON PLANS DUr. DRAWING PL PLATE N. 8l' IS' 30" W. _ CONTRACTOR SHALL STOP WORK AND NOTIFY THE ARCHITECT AND ELEVATIONS (SEE DRAWINGS FOR DETAILS). PROVIDE INSECT SCREENS EL. ELEVATION PLYWD. PLYWOOD IMMEDIATELY. SHOULD HE FAIL TO FOLLOW THIS PROCEDURE AND AND SNAP-IN GRILLES AS REQUIRED. ALL GLASS LE55 THAN 18" ABOVE EXIST. EXISTING RAD. RADIUS CONTINUE TO WORK, HE SHALL ASSUME ALL RESPONSIBILITY AND FINISHED FLOOR TO BE TEMPERED. ALL CUSTOM GLAZING SHALL BE d" -" LIABILITY,ARISING THEREFROM. INSULATED GLASS. EXTERIOR FRAMEWORK SHALL BE VINYL CLAD IN WHITE F.P. FIREPROOF REQ'D REQUIRED ,, COLOR PROVIDE 3 SETS OF SHOP DRAWINGS ON CUSTOM UNITS TO FIN. FINISHED) 5TL. STEEL w e" ARCO ECT FOR APPROVAL PRIOR TO FABRICATION. SEE PLANS AND C.A. GAUGE SU5P, CLG. SUSPENDED CEILING ` 8. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS SUPERSEDE SCALED ELEVATIONS. G.C. GENERAL CONTRACTOR T.O.M. TOP OF MASONRY " DIMENSIONS GALV, GALVANIZED T.O.S. TOP OF STEEL 4 26. PLUMBING AND FIXTURES: ALL PLUMBING WORK SHALL BE DONE BY DULY LICENSED PLUMBER ALL PLUMBING FIXTURES TO BE SUPPLIED BY GL GLASS TYP. TYPICAL 9- DURING THE COURSES OF CONSTRUCTION, IF MODIFICATION TO THE OWNER AND INSTALLED BY CONTRACTOR OR OTHERWISE NOTED. GTP. BD. GYPSUM BOARD UN.O. UNLESS NOTED OTHERWISE w' DESIGN OCCUR AS A RESULT OF EXISTING CONDITIONS, REQUEST OF HM. HOLLOW METAL V.GT- VINYL COMPOSITION TILE - ,, Q Z $, F+'� THE OWNER, DESIGNER, ETC., THE CONTRACTOR SHALL SUBMIT TWO 21 DOORS: ALL NEW INTERIOR DOORS TO BE PAINT GRADE, RAISED 16 HP HIGH POINT W/ WITH WRITTEN COPIES OF A CHANGE ORDER WITH THE AMENDED PRICE PANEL DOORS. ALL CLOSET DOORS TO BE HOLLOW RAISED 6 PANEL- J7, JOINT WD. WOOD IMMEDIATELY. CONTRACTOR SHALL NOT CONTINUE WITH ANY DOORS. ALL OTHER DOORS TO BE SOLID CORE RAISED PANEL DOORS CHANGES UNTIL HE RECEIVES WRITTEN AUTHORIZATION FROM THE (UNLE55 OTHERWISE NOTED ON DOOR SOWED.) ALL HARDWARE 70 BE, t#�� fes" SEF� jI�J /� ft {�' OWNER SCHLAGE, OR APPROVED EQUAL. FUNCTION A5 REQUIRED CONTRACTOR TO ZONING I I N 'e I 9 I T'-t T'�I I f REPLACE ALL INTERIOR DOORS WITH NEW RAISED 6 PANEL DOORS (PAINT GF2.ADlE). CONTRACTOR TO PROVIDE A 2000 ALLOWANCE FOR A NEW FRONT 10. CONTRACTOR SHALL PATCH AND MATCH ALL FINISHES AFFECTED BY DOOR ASSEMBLY AND SIDE DOOR (NOT TO SCALE') CONSTRUCTION. 28. INSULATION: INSULATE ALL NEW EXTERIOR WALLS, FLOORS AND CEILINGS AS INDICATED ON PLANS AND SECTIONS ALL BATT INSULATION 15 TO HAVE OCCUPANCY CLASSIFICATION: R-3 - 5 11. ALL MATERIALS USED ARE TO BE PERMANENT. MATERIALS 70 BE FOIL SJRFACE ONE SIDE, OR AS REQUIRED, J a USED IN THE CONSTRUCTION OF THE PREMISES SHALL BE NEW AND - CONSTRUCTION CLASSIFICATION: 5b - UNUSED. 29. INSTALL NEW SOFFIT VENTS AS INDICATED ON PLANS IN MASTER BEDROOM AREA. ZONE: Rota - 5EGT.: 15 12. THE CONTRACTOR SHALL GUARANTEE THE WORK OF EACH TRADE 30. GENERAL CONTRACTOR SHALL PERFORM ALL THE CUTTING AND , ` AND THE ENTIRE WORK OF THIS CONTRACT FOR A PERIOD OF ONE PATCHING FOR ALL TRADES. BLK: 6 _ YEAR FROM THE DATE OF ACCEPTANCE BY THE OWNER 3,1, GUTTERS: CONTRACTOR TO INSTALL NEW GUTTERS AND LEADERS ON LOT: 5 REQUIRED EXISTING PROPOSED ADDITION AS NEEDED, GUTTER$ AND LEADERS TO BE AS PER PLANS AND ROOF T TN 3" VENT,THRID 13. CONTRACTOR TO SUPPLY TO OWNER IN WRITING A WAIVER OF ALL DETAILS AND TO MATCH EXISTING. MAX. HEIGHT FROM GRADE 35'-D" MAX. IS'-0" IS'-0" LIENS FOR HIMSELF AND ALL SUBCONTRACTORS AT TIME OF FINAL I _ � " PAYMENT. 3'.2. CLOSETS: ALL NEW CLOSETS 70 BE AS PER PLANS. NUMBER OF STORIES NA. I STORY STORY EXIST. VENT 3?. HANDRAILS AND STAIR: STAIRS, TO HAVE PINE TREADS AND Rf5ER5 LOT SQUARE FOOTAGE NA 25,014 sq.ft. 25,014 sc�.ft. THRU ROOF + Wb�6 14, CONTRACTOR 70 BE RESPONSIBLE FOR ALL DEMOLITION, RUBBISH RAILINGS ARE TO BE PINE AND ARE TO BE POLYURETHANED (CLEAR) WITH FIRST FLOOR AREA NA. 2,769 sq,ft. 3,090 5cl.ft. - REMOVALS, DUMPSTERS AND REQUIRED PERMITS FOR DUMPSTERS. UPON 3 GOATS COMPLETION OF WORK, CONTRACTOR SHALL BROOM CLEAN ALL MAX. LOT COVERAGE 2m% MAX. Ile 12.0 a 12-1 RAILINGS AFFECTED AREAS AND CART AWAY ALL DEBRIS. s4. FLOORING: CONTRACTOR TO INSTALL " . 3 NEW FLOORS, SUPPLIED BY OWNER FRONT YARD SETBACK 40'-0" MIN. 50 -0" 40'-0" - AS INDICATED ON PLANS. _ _ + SIDE YARD SETBACK 15'-0 MIN. AND 32 ,0" AND 32'-0" AND ' r - + I 15. STRUCTURAL LUMBER: SHALL MEET OR EXCEED THE FOLLOWING: 35 ROOFING: TO MATCH EXISTING STYLE, SIZE AND COLOR. , , 3 f REG. 92 -I" COMBINED 92'-I" COMBINED FIS = 1,200 PBI iS 0 DOUGLAS FIR CONSTRUCTION GRADE 1 _ ,, SIDING: TO MATCH EXISTING STYLE, SIZE AND COLOR CONTRACTOR TO (HOUSE) 35'-011AGG i + i i2 i3 2" 12"�I p E = 1,760,00 REAR YARD SETBACK 50 0' MIN. 56'-8" + REPLACE SIDING WHERE INDICATED ON ELEVATIONS FXI5T. ' + EXIST. N (HOUSE) BATH, i i ��- .i KIT HEN o, + I6. CONCRETE: SHALL BE F'C = 3,000 PBI a 28 DAYS 3": EXTERIOR TRIM: CONTRACTOR TO CLAD ALL EXTERIOR SOFFITS, AND SIDE YARD SETBACK 5'-0" MIN. N.A. 26'-10" OVERHANGS WITH WHITE VINYL TRIM ALL EXTERIOR WINDOWS AND DOORS TO (PROPOSED GARAGE) + EXIST! EXIST] i EXIST.)EXI5T. I , NEW NEW Z LAv.,� WL. W.G. ILAv. !EXIST MK W.C. LAV. NEW BE TRIMMED WITH WHITE VINYL. I I f D.W 1 I r ` It. STRUCTURAL STEEL: ASTM A36 - FY 36 K51 EXIST. + + TUB TUB 38, AIR CONDITIONING- CONTRACTOR TO PROVIDE AN ALTERNATIVE PRICE REAR YARD SETBACK 5'-0" MIN. N.A. 23'-8'I SHOWER + AND PROPOSAL TO PROVIDE CENTRAL AIR THROUGHOUT THE HOUSE. (PROPOSED GARAGE) FAL I - pI 4" 211 3 ICA. ,� r I8. FOOTINGS: SHALL BEAR ON UNDISTURBED SOIL WITHIN BEARING j' . . I a M CAPACITY OF 15 TONS/SQ. FT. 39. CGNTRACTOR TO'SUPPLY AND INSTALL NEW EXTERIOR STAIR AND PROPOSED GARAGE IS'-0" MAX. N.A. 12'-3 I/2" i " IC.O. ,y "BILGO" DOOR ENCLOSURE. PAINT COLOR AS SELECTED BY OWNER HEIGHT i 2, 4,. 3" 3 q,y- w s - CONTRACTOR TO PROVIDE SEPERATE PRICE ESTIMATE FOR THIS WORK + - 19: DRYWALL: ALL DRYWALL PRODUCTS, INCLUDING GYPSUM BOARD, 3 J STUDS, SCREW, JOINT COMPOUND, TAPES AND TRIM SHALL BE U.S. 40. CONTRACTOR TO SUPPLY AND INSTALL WHOLE HOUSE GIANT ATTIC i � j I I i N w! r 14 GYPSUM CO., OR APPROVED EQUAL_. ALL JOINTS SHALL RECEIVE 3 VENTILLATION FAN. V I}��@ ISI JI COATS OF JOINT TREATMENT. SAND FINAL COAT TO A UNIFORM d $MOOTH SURFACE. ALL WALLS, CEILINGS AND INTERIOR OF CLOSETS =41. EXTERIOR RAILINGS: RAILINGS ARE TO BE VINYL AS MANUFACTURED BY: 4 ;I v $M O TAPED: CE.Apl ALL5PAW L LS 3 GOATS, READY FOR PAINT. ALL DIXIE-PACIFIC "QUICK RAIL AND POST ARE TO BE 4"x4" WITH BALL GAPS, )11 a, GYPSUM"06ARD SHALL BE 'IR" UNLE56 OTHERWISE NOTED. ALSO BY: DIXIE-PACIFIC "QUICK POST-LFT". � A-0.0 GENERAL NOTES, 51TE PLAN, ZONING DATA t PLUMBING RISER DIAGRAM CO' TO EXIST. Q. KITCHEN CABNETRY: TO BE SUPPLIED AND INSTALLED BY OWNER ALL " _ SANITARY �r + +''; t s q r��C' +•" +� 'pi 20, ELECTRICAL: ALL ELECTRICAL' WORK TO BE BOARD OF FIRE HOOKUPS BY CONTRACTOR A•If0 "FOUNDATION PLAN SYSTEM UNDERWRITERS APPROVED, AND TO INCLUDE INSTALLATION OF FIXTURES AND SPECIFICATIONS•AS INDICATED. LIGHT FIXTURES TO .5;5. )MOLDING AND TRIM:,NEW MASTER BEDROOM TO RECEIVE COLONIC+L A-LI FIRST FLOOR^AND ROOF PLANS - HOUSE r",, ' ^'{�'S-� ` } IN:, ` V " 8E SUPPLIED BY OWNER AND INSTALLED BY CONTRACTOR EXCEPT MOLDINGS (PAINT GRACE),AROUND ALL'DOORS, WINDOWS, BASE AND - TRAP I ('t L WlERE NOTW. GFI OUTLETS REQUIRED AT BATHROOMS, EXTERIOR AND IUINDOW SEAT OPENING,ALL OTHER AREAS OF HOUSE TO RECEIVE MOLDINGS A.2.0 REFLECTED `CEILING PLAN +� STORAGE AREAE. INSTALL ALL OUTLETS AS PER CODE. ALL WORK TO TO MATCH EXISTING. SHOW SAMPLES TO:OWNER FOR APPROVAL PRIOR TO - j" , s, c 1J� '1 r DONE IN STRICT ACCORDANCE WITH THE NEW YORK STATE CODE.BY PURCHASE. A-3.0 EXTERIOR ELEVATION$ _ l� _ DULY LIOENSEp'ELECTRiCIANS: ALL NEW SWITCHES AND OUTLET8 TO BE - + n x '+ _x { 'LEVITION, STANDARD, TO MATCH EXI$TINGt SUPPLIED AND INSTALLED BY 44. ALL CONSTRUCTION QRAWINTGS, DETAILS AND CONNECTIONS DO A-4,D ,BUILDING AND WALL SECTIONS CONTRACTOR OUTLETS;AND SWITCHES TO BE SUPPLIED�GWD INSTALLED CONFORM TO"THE RESIDENTIAL CODE OF"NEW YORIK STATE AND ADHERE TO WINDOW, DOOR SCHEDULES AND MISGELANEOUS DETAILS BY'CONTRACTOR CONTRACTOR TO DO ALL HOOK+UPS As REQUIRED ALL WIND LOADS, SNOW LOADS ANIb'STRUC7URAL STABILITY AS PER ,FOR KITCHEN, LAUNDRY, MECHANICAL APPLIANCES, ECT.(A8 REQUIRED) SECTION R301,2(4)A (110.126-MILES PER HOUR WIND SPEED) THRU BEC1fION Q-5.0 GARAGE - PLANS; SECTION AND, ELEVATIONS .PROVIDE 014E EXTERIOR REAR OUTLET DECK. 83012.13 NEW YORK STATE CODE. ,' ' ,'. „ - x 6�IT 3 y r` A t - I , C. F{,, 0.'Y YT : �" { Y '� a "Y4'Iv+^ �, - - _ s "i h I r 1x� it 'I 'JN ,,til *Ve,- `1 _ s '''}amt r - a /" +.x , c, '4� `^d Y'} -'k,'�`. 11 TOWN OF SOUTHOLD DESIGN CRITERIA, d. :� J 6EEE3ELQ01ENVELOPEconleuANeECERnFIcarE - REScheeklnspeetioaChecklist - COMPONENT AND•'CLADDING LOgDS;-- - r. ,V - „ 66F" 'l . ° [y �' ,Ii { -�a .) ENERGY CALCWLAl10NS TABLE R30[2(i) II lap , New York State Ene Conservation Construction Code 1. ROOF HEIGHT = 20 FT. W - g' , a ° ' r ' ^r - RESeheekSollware Versions 3.5 Energy lc CLIMATIC'AND GEA'aRAPHIG DESIGN CRITERIA , 2. 3 SEC. GUST WIND SPEED 120 MPH - OJU. > , as -4 cl�'�'r �'� t jell[+ NCE STATEMENT> WIND _ LGE Q' r {S', o �' ' r ,, t r 'I . r r+� - _ GROUND SEISMIC WINTER SHIELD 3. IMPORTANCE,FACTOR I, 1v00 _ , �rj " y �' rye . µ ,T,+t 1,,1Y yF, y„yyy TME PROPOSED,BUILOINGs DESIGN DESCRIBED HERE IS CONSISTENT WITH THE DATE: Il/05/04 SNOW DESIGN FROST FLOOD 4. 'EXPOSURE .r B - 'w$ I' '4kv�sppp---�.y��d'e � w ' I °:l`'+ SPEED DESIGN DERLAY I Z Pr �A a ¢ �axs1 'BUILDING PLANS, SPECIFICATIONS, AND OTHER CALCULATIONS SUBMITTED WIl'RI THE LOAD (mph) ATEGOR WEATHERING LINE TER'iITE DECAY TEMP. MENT HAZARDS 5. EFFECTIVE WIND AREA = ,'20 SQ., FT. � ?.� �' "Gf�...iii...... ,"'J u�,r1 .'-+`r y + P�RP11T APPLICATION. Nldg. I DEPTH • -" Q a.r ao k3 ^ REQUIRED J �. , U, (� o a -J, 1>mt. 45 of ROOFIONE PER. FIGURE - . ZQNE: PER'",FIGURE tUs"i w '• ' '' w 'l�laA.[' TO THE BEST OF MY KNOWLEDGE, BELIEF, AND PROFESSIONAL JUDGMENT, SUCH PLANS Uac I p lm ) C SEVERE 3.- 4' M-H S-M 11 YES ANGLE 1 t' 2 2 3 _ ' � 4 '4 ' ' S m'��D ` ,. I I' ti ) ;,len ' ,F k «,W 11 OR SPECIFIGATIONSIAgE IN COMPLIANCE WITH THIS CODE. I R3012.1.1-DESIGN CRITERIA: AREA LOCATED WHERE WIND SPEEDS'EQUAL OR EXCEEDS 110 MOLES PER HOUR DESIGN > 10' ' " '� _ 0� _'t�+ o ra < A41 + +13.6 -23.0 +13.6 -45.4 +13.6 -45'.04 S -F24.7 26.9�� +24.7 32+t t•; * [Li,tq •siz o >1 'T !'� I Ceilings: CRITERIA BASED ON AMERICAN FOREST AND PAPER ASSOCIATION (AF4PA)WOOD FRAME CONSTRUCTION MANUAL FOR O 30' t t„ 3 ill y,.;, I I I 1. Ceiling U Flat Ceiling m Scissor Truss, U cavity wrublmn ONE AND TWO-FAMILY DWELLING (URCM) 1 T + I Ceding2, - ! 1. PLUS ;AND MINUS SIGNS, SIGNIFY PRESSURE ACTING TOWARD,A a. s ' 4" ' ,''l-' r {, " i,4, j[tl BUILDER / DESIGNER: ' DATE: _ I I I 82.Caihcttrd Criltngpnp attic),R-3o.O civ) - MAIN -RESISTING SYSTEM LOADING DIAGRAM MWFRS NOTTHE PROJECTED SURFACES, RESPECTIVELY. G : :Np"Aw I II:'I r' �� '4;';' ' r� ' , ' -'1'.,js� 2. Ceilhi ryituulRtion AWAY FROM 0 I Comments _ 1. ROOF HEIGHT = 20 FT. 2. 3 SEC. GUST WIND SPEED 120 MPH - I -- - - 3., IMPORTANCE FACTOR 'T• = 1.00 4. EXPOSURE = B 2. NOTATION: - - 3 '_'' �1,,A&,,: ,' - I Above-Grade Walls: TABLE 160%62J(U o =, END ZONE WIDTH; IN FEET IS 10% OF LEAST HORIZONTAL DIMENSION, OR 04Fi- � , a ' ,:>y� _ - I I I 1. Wall 1:Wood Fame, 16' oc,R-13.Ocanry ineuNdon MAIN WINDFORCE•RESISTING SYSTEM WIND LOADS FOR A BUILDING WITH MEAN ROOF HEIGHT OF 30' LOCATED IN EXPOSURE Ba I WHICHEVER IS SMALLER, BUT NOT LESS THAN EITHER 4% OF - •1•'. Yemtit Number _ I Comments; _ ._ LEAST HORIZONTAL DIMENSION OR 3 FT. ' I ,I 9` '" [ ] I 2 Wall 2:Wood Frame,l6'o.c.,R-13.0 cavity imsula[inn WIND LOAD ROOF HORIZONTAL LOADS VERTICAL LOADS h ',= MEAN ROOF HEIGHT, IN FEET, EXCEPT THAT EAVE HEIGHT ` a .: s°I'+1 lig `%s I Consomme: VELOCITY DIRECTION ' ANGLE A B C D E F G H J SHALL BE USED FOR ROOF ANGLES <1 ' - 1,041,1111111 ly 'i- - I 1 3. Wali 3:Wood Fmmc, 16"o.c,R-13.Ocuvityinsulation 120 MPH TRANSVERSE 30'< ANGLE S 45' 25.7 17.6 20,4 14.0 9.9 -15.6 8.6 -13.4 -11.8 -130 O = ANGLE OF PLANE OF ROOF FROM HORIZONTAL, IN DEGREES, �'' ' 1. ' I ' I' V4 ,.,� __- ' - Comments: __ _ LONGITUDINAL ALL ANGLES 22.8 -11.9 15.1 -7.0 -274 -15.6 -19.1 -12.1 -41,1 -32.7 3. LOADS, POSITIVE AND NEGATIVE, ARE TAKEN AT MEAN ROOF HEIGHT "h" "' ' {'A; RESaheck'Compliance Certifleate ChackedDy/Dale I 1 4. Wall 4:Woodrlame, l6"O.c.,R-13.0cavityinsuleNnn AND APPLY TO ALL FLOORS. y{ Cummrnu: - . , LOAD ROOF MAXIMUM HORIZONTAL WALL LOADS 4. THE TOTAL HORIZONTAL SHEAR SHALL NOT BE LESS 'THAN THAT DETERMINED - $ r 'An," riew York State Energy Conservadoa Construction Code VELOCITY DIRECTION ANGLE E 4E 4 BY VALUES FROM THE TABLE ABOVE NEGLECTING WIND FORCES IN ZONES B AND 6. a °' RESeheckSoFlwere Version 3.5 Release is Basement Walla: 120 MPH TRANSVERSE 30'< ANGLE < 45' 19.1 -14.5 16.2 -12.1 " 4 I 7' Date filewne.l:kadRleal2(1901101204112\Energy CalWwen rdlidcnce.tck [ J I. Hosemmt Wall t'SolidC'ual or Mummy,7.5•hu6.0'bglO.O'insu4 LONGITUDINAL ALL ANGLES 17.3 -13.4 12.7 -10.3 g I I� i R-0lumnsulmed) lc 4 / _,l NOTES , COUNTY:Suffolk I 1 2 Basement Wall 2:5ohdCmcmte nr Masonry,75'hb6.U'bgYO.V ineuL 1. THE LOAD PATTERNS SHOWN SHALL BE APPLIED TO EACH CORNER h Q ay j � V,a% .STAT}[:New York R-O lmuoaulatod) OF THE BUILDING IN TURN AS THE REFERENCE CORNER. � - - ) t HDD; 5750 Comments: 2. FOR FLAT ROOFS AND FOR DESIGN OF THE MWFRS PARALLEL TO THE RIDGE, e. ' CONS'fRpCTIONTYPE:Detached l or2Family [ ] 7 Hascmcut Wall 3:Solid Coe le or Masonry.7.5'hV6.0'bg,TW maul, LOCATE THE ZONE E/F, G/H BOUNDARY AT THE MID-LENGHT OF THE BUILDING. O O O iO, �G I - , I HEATING TYPE•:Nors-Electric R-0(unima"Ish l) 3. PLUS AND MINUS SIGNS SIGNIFY PRESSURE ACTING TOWARD AND AWAY FROM ---t-_______.g__ : I 1, J, I Corenerl THE PROJECTED SURFACES, RESPECTIVELY05 I I I +I, ONIE:I V05/04 I 1 1 4 Basement Wall 4:Solid Concrete or Masonry,7.5'hrniffl,g/0,0'maul, 4. THE TOTAL HORIZONTAL SHEAR SHALL NOT BE LESS THAN THAT DETERMINED I h " i i I' _ �( I­-,4"I BY VALUES FROM THE TABLE ABOVE NEGLECTING WIND FORCES IN ZONES B AND D. y PROJL•CT INFORMATION; R-0(uainsWated) i - " ' Cmnlnrnl,: 5. THE ZONE PRESSURES CORRESPOND TO THE FOLLOWING VALUES IN THE TABLE ABOVE: OWINRCSIDENCE - HORIZONTAL LOADS - COMBINED WINDWARD AND LEEWARD NET PRESSURES ON 50 ® ° " " FQ ' F , { 865 NORTH SEA DRIVE', 1 WmdoWa: A - END ZONE OF WALL PROJECTION ® r 1 '- O d.,: ,j OIUL•NF,NEW YORK . I 1 I L Wind. 1:Wood FwmeDouble Parr,U-fscwo 0,320 B - END ZONE OF ROOF PROJECTION . � i' r. � i +rig I Forwardness without labeled U-ficawa,describe femmes C - INTERIOR ZONE OF WALL PROJECTION a i & OSI I . I t ' t y r -i, COMPANY INFORMATION: , D - INTERIOR ZONE OF ROOF PROJECTION __' ___ I',' ' '" [ d Panni Frame Type lhennai Hrealr I I ties I I No 10 2NORTH NORTHERN ARCIIIIECTS - I Cmnmcmr: VERTICAL LOADS - NET PRESSURES ON: O ; • , + rr . E - END ZONE OF WINDWARD ROOF O Q I Q 0,2 1.30 ° " " f nr 9y '".. 1062 NORTHERN BLVD., -,s - I I I 2. Window 2 WOW Frame:Dcube,Pane,U-faaur.0.320 ' " i : F I'! " llUSLYN,NEW YU1t3C 11576 I For windows without labeled U-facaun,descnbc features F - END ZONE OF LEEWARD ROOF 1-i LI a, hPanaa Frame type --- Ilsmnai Break+[ jYns1 INo G - INTERIOR ZONE OF WINDWARD ROOF :. I"I 1 JI' YI Commeon: H - INTERIOR ZONE OF LEEWARD ROOF FF==--II h=- Q" c r COMPLIANCE:Paws I ] 1 3. Window 3:Wend Framrpou le Free,U Faeroe 0320 6. "MAX. HORIZONTAL WALL LOADS" ARE ONLY FOR THE DESIGN OF WALL ELEMENTS COMPONENT AND CLADDING LOADS" I _J. "" .,.. r ,x I For windows without labeled U-facnrs,describefaimms WHICH ALSO SUPPORT ROOF FRAMING. / � e c. Maximum UA-492 aPores Frame Type Thermal Break'[ ]vee[ ]No AS PART OF THE MINERS, THESE ELEMENTS SHALL BE DESIGNED FOR THE - _ _ " Vy.� Your Home UA=499 1 CLmounte: INTERACTION OF VERTICAL AND HORIZONTAL LOADS OR HAVE INDEPENDENT - - L r I : 0.6%Better Than Code(UA) [ I I 4. WinMw4 Wood Fmntc lhouble Paw.U-Ucloa:0.320 MECHANISM FOR EACH LOAD. O O C� i+ + ,p ° �,)f Gnus Glaring; I forwurdowl without labetcd Ufaetnrs,describe fcamres: FOR INTERACTION DESIGN OF WALLS AS MWFRS, THE VERTICAL ROOF LOADS G eeji E��] >11 , p Area or Cavity Con. or Uogr _ I uPanes_Fmme Type Thenn,ol Break?[ lYcsl INo SHALL BE THE 'VERTICAL LOADS" FROM TABLE ABOVE, AND THE HORIZONTAL 0 H Q Q v Perimeter R-Valor R-Vdues IT-Frear IJA I Commems: _ LOADS SHALL BE THE "MAX. HORIZONTAL WALL LOADS". ( �T 11 Q [ ] I .5. Window5 Wood F'nme�Smgle Pane,U-£ectal 0.320 THE ZONE LOADS SHALL BE APPLIED AS SHOWN IN FIGURE AND AS FOLLOWS: © �/00"" '' i' 1E TO THE WINDWARD WALL END ZONE, FO Q LLI F ,�/ �" , ;' Ceiling 1'P'Im Ceiling or Scissor Train 1505 30.0 0.0 S3 For wuuluwa without labeled U lacuna,desrnbe features: - 4E TO THE LEEWARD WALL END ZONE, //1�� CdlingYCadiedral Ceiling(m attic) 465 3D.0 0.0 16 ! wPmas tmmc'ryTo _ Thermal Break'tl lY'af 1Nn - 1 TO THE WINDWARD WALL INTERIOR ZONE, 0 d W r 4 Wall L• Wood Prime, 16"Ex. 765 13.0 0.0 53 Comments -... _- - 4 TO THE LEEWARD WALL INTERIOR ZONE . z I .1 L �j cr L z " Window 1:Wood Frame:Doabk Patio 100 0.320 32 [ J 6 W'uMnw 6; Metal trvmceSmgle Pane.LI-Wemr. 0 320 7- NOTATION: Door l:Solid 23 0300 7 1 For windows without labeled ll-famnrs,desenbn f-stmes G = END ZONE WIDTH, IN FEET IS 10% OF LEAST HORIZONTAL DIMENSION OR 0.4h, END ZONE _ ��r Z I , Will 2:Wood Frame, l6"o.c. 708 13.D 0.0 46 BPana Frame Type_-,_ Thermal Rraak7l JYc[ INo WHICHEVER IS SMALLER, BUT NOT LESS THAN EITHER 4% OF 'Z � Iry r"-r '+' ll Window 2: Wood Frame'Doubk Pone 147 0.320 47 Cwnmanu' LEAST HORIZONTAL DIMENSION OR 3 F7 :: _ <O WW 3:Woad Frame, l6"ata. 485 13.0 00 35 1 h = MEAN ROOF HEIGHT, IN FEET, EXCEPT THAT EAVE HEIGHT `' 1. I 'I• li ), ', Window 3:Wood Frmne:Doubla Pane 31 0.320 10 I Doors: SHALL BE USED FOR ROOF ANGLES <10'. zj, ire �° F ; „v' DaYi 2;Solid 22 0.300 6 [ ] I. Urns I Soho U-Cacmr.0.3U0 e = ANGLE OF PLANE OF ROOF FROM HORIZONTAL, IN DEGREES. END - :s i k :i",,, Wall 4:Wood trame, 16"o.c. 475 13.0 0.0 37 1 Comment: _ ._ 8. MAIN WINDFORCE-RESISTING ROOF MEMBERS WITHIN END ZONES, ZONE � � 4. li ' vl Window 4:Wood Fnrne:Doubk Pane 26 0.320 8 f I 2. Dmr2 Solid,U-Facmr.O.JUU EXCEPT FOR MEMBERS SPANNING AT LEAST FROM SAVE TO RIDGE, \ 0 wl I �i'.,1 HeamnewtWNl l:Solid Concrete or Masonry 95 0.0 0.0 26 C+rnrnrnts: ___ SHALL BE DESIGNED FOR END ZONE LOADS. St , tJJ �I �I � Wall Leight 75' I I I 3 Door 3:Se U-factor.0.300 _!_ \ / S f71 ;Y/'1' � . p ,�, I a . , rj Depth below Urania:6.0' I CwnmentK ___ OOD 4Y j l, D "L Insulation dep1h:00' Floors: / LiaaeDrrnl Wall 2:Solid Co>nrete or MasoJny 95 0.0 0.0 26 ( ] I I F'loorI All-Wood Joisarias Over Unconditiomixl Space,R-30.0 cavity insulation 0 © Q Z ' Z li , `d' H s1 "aI Will height:7-5' Cmnmena: Ir ?51m, Sirang'Tie11 IDepth below grade:6.0' 1 __ ...__ RR �1 ##3 > �[, '"' v , t �.14 . Insulation the 0.O' I Air Leake e: NON-SHADED AREAS ARE sassO, B .. - '0 . .0 ¢ , ; '] ' R AREAS. FIELD AREAS RAFTER TO RIDGE @ q O, _ O ,V}, O ,I r ' Hsxement Wall 3;Solid Continue or Masonry 45 00 0.0 It l I I Jumis,procuslims,a[rd all other such openings m the building envelope dial are scorers nfair E TO BE NAILED o 12" O.C. a `i9v \ FiE1G T 0 RE ENCE CORNER -;r , { Welt height 7S' leakage amu be scaled. (N NCLUDING OVERF4 I. F1r.VFT _ al t " Depth below grade:6.0' [ I I Reces ted lights mail be 1) I yPE IC refix r l)installed Waken appropri°la wit-Tight gastably EIGFi O � - 1. _ A, I f = Inaulalion depth:A.0' I with a 0,5"clearance from cmnhusuble materials.Ifnon-IC rated,III fi.t.marl be iwMlled Witb n 7RAINSVERSE o LONGTTI)DINAL 'r: r 3"clearance from insu]atiaa + i Window 5:Wood Frame;Singlo Pane 4 0320 1 SHADED AREAS A EDGE AREAS L 20 Basement Wall 4:Solid Concrete or Masonry 45 0.0 0.0 5 CODE AREAS ARE TO BE NAILED O Ii I ' " I Wall height 7.5' I Vapor Retarder: TO 4"-0" IN FROM EDGE. " I 1 1 Requircdonthcuarm.in-winumaide afall aw-nen[ed@amedce0ivgs,wa0s,and floms. OVERHANGS TO BE NAILED s D.C. MAIN WINDFORCE-RESISTING -SYSTEM LOADIN DIAGRAM (M.WFRSI Ikylh below grade:6.0' IN BOTH EDGE AND FIELD AREAS. Insulation depth:0.0' NAILING SCHEDULE - , M1Ltmial,ldcotlautloa: _ _ Window 6:Mal Prin e:Single Parse 4 0.320 1 [ ] 1 Materials and equipment must he metalled in ncwrdarce with the vamufNamei's matfiltalmn mWucliom. JOINT DESCRIPTION NUMBER 0 COMMON NAIL NUMBER OF BOx NAIL SPACING REM RKS (' Door 3:Solid 21 0.3011 6 [ ] I Mattri and equipment meal be identified so that compliance can be determined ROOF FRAMING ' Flom 1:All-Wood lntarlfruas:Uver Um:onditioned Space 1900 30.0 D.0 63 1 1 1 Manufacturer manual,for all installed hearing and cooling equipment and service anter hcebng Slm ion Strong-Tia RAFTER TO TOP PLATE TOE-NAdED s) DD 3 100 PER RAFTER' �� 1 �v' equipment mux be provided SHEATHING ATTACHMENT DIAGRAM Hz.� CEILING JOIST TO TOP PLATE TOE-NAILED J CD y) IOD PER RAFTER " r s C'OMPLIOI NCE STATEMENT'. The proposed building Represented in thus document is Consistent with the building plans, I J h u buiw R-valuer and glazing U-lac[ore,must be clanly marked oa thabuilding plana or specifieadons. RAFTER TO TOP PLATE CEILING JOIST TO PARALLEL RAFTER FACE-NAILED 5 165 S 40D EACN ,LAP s ccilicatiom,end other calculations submitted with this pp p go p pmmita application. The proposed system have been designed meet the CEILING JOIST LOPS OVER PARTITION FACE-NAILED S 16 5 400 EACN LAP New York Slate Energy Conservation Construction Code requirements. When a Registered Design Professional hall stamped and Doc[Inmlatlon: COLLAR TIE TO RAFTER FACE-NAILED 3) DO ­­035-00 PER" E ' .I - �' * ^ 9 signed this page,they are allotting that m the best of hislhm knowledge,belief,end pmfessionel judgment,such ub m or [ ] Supply ducts in unconditioned mita or outside the building must be insululad to R-9. BLOCKING TO RAFTER TOE-NAILED (2) DD 2 70D, \'S�" OR fid? �"• " " 'i specifications are in compliance with this Code [ I , Retnm duels in unconditioned attic or outside the building mast he insulated to R4 RIM BOARD TO RARER END-'NAILED 2 76D tfi q.. pUU y, l ' [Y' �i I Supply ducts In unco sdifloned spaces must be modeled m R-9, WALL FRAYING - C Q": ,S . Ralum domain iumowliriuved TOP PLATE TO TOP - PLATE 4FACE-NAILCD 2 160 2 Bui[denl)eMgner_ Date I J spaces(cawp[baamsen s)most be insulated m R-2. rsP ER itYO - Q O:�. ---- - ' - - - --- TOP PLATE AT INTERSECTION FACE-NNLED 4 6 IN - A H - W 2 " tL a s+] Insulation is not rcqumd on remm ducts inb xmmis. 'a"' 1 'IL Y O. k �cm STUD TO STUD ACE-NAILEDp 24 D.C. y b t f '; , HEA E TO HEADER FAC -NAIL YS bN C. Y I 'I Duet Construction; ' - / NG IF Table l.' Minimum 1a5M7aflon rAlckusvfar Circulating NaY Worn Pipes TDP OR BOTTOM LUTE TO STUD END-NAILED SEE TABLES S.SA SEE TABLES 3.SA PER STUD sh�Y { -; Insulation Thickness in Inches by Pipe Sines [ ] Alljomm,cams,end umrmecrinns most he securely(nslened with welds,gaslmis,medic BOTTOM PUTS TO FLDOR J015T, BAND JOIST, END - b rF (adbmivea),mays c-plan-embedded-fabric,m rapes. Duct tape is not pannmed. JOIST BLOCKING FACE-NAILED) (2 180 I t ' ' 1 t; � H9ited Wager Up to I reul,tung Rennets Circulating o MainORodva Rumuts 2 IBD !ER i'00T q ; ku'eP7rm'Continuously welded and locking-type loneitudinelJohus and sessions on d,,.-rs enra FIAOR FRAYING ". - '1'e tine F to I" Ilp m 1.25" 1.5"to 2.U" Uva 2" ren' t+ 0.180 0.5 1.0 L5 2.0 i operating til kens dilm2 rut w.g.(Ston Pa) J015T TO SILL. TOP PLATE OR'. GRWER TOE-NAILED 4 DD 4 IDD !ER JOIST r"1. r`fiw [ 11 o.5 a 140-160 0.5 D.5 !.0 1.5 I I I Duch shall he supported every 10 feel Or m accurthal with the mumfucmmis imuuetims. BRIDGING TO JOIST TOE-NMLIED 2 DD 2 10D EACH END ua' 1I [ ) CiKmhng ducts with exterior insulation mum be covered with a nape reluder BLOCKING 10 :01ST (TOE-NAILED 2 DD 4 60 EAC END ' % � 1 10(1.130 0.5 OS 0.5 1.0 r,.al ,lq' 1 - [ ] Air fillers an required ut the remm air systems. - BLOCKING TO SILL OR TOP PLATE]TOE-NAILED [3 760 2 100 EACH BLOCK + '' tY T .'l'N ' ( I The HVAC system moat prnwdeameans far balancing air and eater systems, urea A35i LEDGER STRIP TO BEAM (PACE-NAILED 3 teD 4 1fi0 EACN J01 . I1 i 'p I `) Pmvlda minimum 1" - JOIST ON LEDGER TO BEAM FOE-NAILED) 3 BD S 100" PER JOIST " I � y-�` l I V Nay not be r Takla 2: Mlniaraat lraalaRpn Anicknaar ,ar,HVAC Pipe& Tem enture Controls: and dialanca LTP4 on RAND JOIST Tp H015T ENp-NAILED 3 160, 4 TfiD PER `JDLST, ,:. H k d f D Equol-number o1 V PlYwovd Installed ewe BAND JOIST TO SILL OR PIATR TOE-NAl1E0 2 10D' _ Y 1iD ! 3'M `^n J :1 PI Fluid�TemP. Wuletioa Thickness to Colles by Pipe Sizes - [ ] Eogbdwelling u Ma at lesoloe 0urmuylul c+pablo ofauW;mcOY adlusuinN the sWce spvdhad ala in Sim g eon sheathing shaalhing STRUCTURAL PANELS sD .' OD R JOIbT"' �' � Z,,, , Ii k ��1 Ping System Types . Ren (F) 2"Ronags I"and Lai 1.25"to 2" 2.5"to 4" tent set tin of the largestsone. aa�r hand Slm eon Sinn -Ra ROOF SNEATHING Simp Sir ng SE DIA t W t + hi 1 Hdtltn Syabema MULTIPLE FJJDDR' RE RIM JOIST APPLICATION CEILIN0.5H A 1 - i,+ " ,.g� ✓ 1 r aM"."'ll,*,, 1.uW PRasurelfampCmmte 201-250 1.0 1.5 1.5 2.0 Electric 6Ya[emu GYPSUM WALLBOARD 1 1 2' DRYWALL, SCREWS 1' 2" DRYWALL' SCREWS 7 ID" E ii „§ r ." a, 1 r I Low Temperature 120-200 0.5 1.0 1.0 " 1 5 1 ] I Separate ClicI'a . W BH TNINC - - iR� a )]' Y' s SIcMn Condensate(for feed water) Any 1.0 1,0 . 1.5 2 0 OPTION OPTION STRUCURAL PANELS aO 100 r t . ' I '` f 'i A 1r�,yy;' C.00Mn S s mac mck+x dn:myuired ferelchdwUling unit. IssEf DNpRAY �" ,�A - ,p n R„yuera YPSUN WALLBOARD 1 1 2 DRYWALL. RCWS 1 t pRYW LL SCR 5 T"'EDGE 10 " FI - " r "G4 p'Y rr Chilled water,Refrigerant, 40-55 0.5 0.5 0.75 1.0 1 FireplaceTs: FLODR sNEATHNG. i' t; ;l .w A°� r N , ''"K` i 1 :: i'�ulf�wt- l' . and asbla. Below 40 1.0 1,0 1.5 1.5 RUCTURAL PANELS I" OR LM D :IOD ' fi ¢LOGE 1 p ,w ' t c 'Il I ''7 ;ti's [ I' I Firepilaces raw be most be Willing with tight 6Ttiognon-oonabustiblc fs�lacedume. 4 STRUCTURAL PANELS GREhTER THAN 1' Ib0 i6D' ,"i",'EtlDE ;n A"'T' 11.�[�f�llhr "�, °; " sY' IIS -%. provided with a smote of combustion air,as required h the tin, law rarnMtuctvm t 1 W{ �,rr l I t provialous of the Ruldhog CulofIII yark5'uNy the Residenlml Code ql Perk State or TABLE 1609.1'4 . - [' i3 R� 4� , ."' ` r ` t a the A'rs'- Park ClJyOuilding Cnde,aB applicable. ' piroNAL WINDBQRNS DEBRIS PROTECTION FASTENING fiQHEDULE FOR IWoD SThB14JJ,IRAL PAN4 We ':a ,$,r+y' �'�^""'S' ' a, _, ++ Yt 1. N ' LL Service Water Heating: . Ras OR"Ia6 FASTENER SPAGINCI (INGHESh:. _+ [ cw7T► " k d iter Ge Ilea)oi r "r� 110TE5 TO b'ISLD (Building Depaltnimt Use Only) 1 1 Water harts with vertical pipe rivets main have a haat nap on both the inlet and outlet uniesa the "4 OR 2 S 2 54. ' S6 'f `i t ."° k -' 7 s+ � !k ur 1411" E r - - FASTENER TYPE PANEL SPAN' + } " r '" - wines hater has an integral bell Dap or l,pan of a cirloulaling system. 5Z, PANEL SPAN ,p?Ah1El,$PAN" PANEL BFI r i' oJ4 VL)' "'Fi 'y t . *n i ; , Leat dvnsV _ __._._. _._-_ -__- [ I lasulme cimol,ting hat water Pipesroyie leveix in'I'aldly T. ,�4 $6 58 t ..,, � $t bt 1 n' F1 F.- Y^ !, i,d ,>,II [ i7 R-. ' 2-1/2 •6 WOOD SCREWS Ib . -' 16 IZ 9 r s A rj, b I'" ¢'Fri r r ,yl'. 'rel,` I:L i' e�§14 4i 1 j - Cirtulatiryt golA`anr Syatemr: - - . " t>' " ' lir -- ___--•- - - -- ,,r: r ) +SR7I t�} J �J )' + r d l IZ I I InaulMc circulating hot water pipes to rhe levels in Table 1. - � Z•12 •B WOp SCREWS' 16 " Ito I6 IQ +" r.; Y 1- ". g •wb ; , - I, VA )* L �R� Asr : Er cu 7 , d e rb. s 'try . -Strimming Poole. FORr51: 1 INCHE$ =.'15.4 M1, I FpOT • 3C84d MI'I;I'PQILJD . 0.454 Kt's 1 MI4E PER HO!', L a,78,44 MIAs ' ", �r lr I � . ) r,: s - I 1 All heated aa'itnmittgpmla most an oh•'off halals switch a11d rigour a cover uWas oven 20°iP - site can strop -tie Mo. A THIS GABLE IS BASED ON A'MASEIMUMf WINp SFbEEp f 3 SECOND,GUST)17Fv 40 f IPFI; 4D _ .r,; " , _ :7„7!" r.:,,, ___... ....._ ._ -.. '., _ ..-_ offt hates us fromttlm-d ltablelururoea. Pmt um A Sim son Strong-Re + ! sYN,u."- 0� it - _ - ganel'W'• ep p p rogmroarimc clock. RIin John lnstall,ilon ' P - MEAN ROOF HEIGHT OF 33�FEET'OR LE89Y.. , l,t L k"arI,JY i < ����4� , 5Ll•i{r• :1 .___._ - / FA . , L TURA[- ^ ✓ G - ! "•). �fl +.�,Alk P z tit -il - - -___.. HeaDd . '' .,. . QfPO$ING ENq 'QF'THE WOOq'8T 1 s a v"_ yy(� F00NDATbR til PLATE/RIM ,FOUNDATION M PLATE/RIM JOIST B.FASTENERS SHALL INSTALLED L' .:'i 1 N s a. r t)RAWI[ ["i � 4{ s a IT { 4`a'' R and C�wliq CipLrglnsmafion: _ : _ I. p,;'t i v iii;t fx 6 iiA`k + I u +kv,�1 - PANEL. r " r: " it , l n n r_�- ..- .,--______. 1 i IIVAC:PWing Coavmtying Fluids above t051r nrchdled fluids helnw 55 °h most Lc ineultlsed ro the C.UI(-IERE SCF�UIS ARE ATT TO MASON['R',S.',1.017L MASQNI�Y/$ - 6,4 ',CHET( v Lt �{^+"t'I I '^' .�..-' v i + u '^ '+ �`t= '+1, p ', ' 1-,tR+" r I-A`. ' , Icvcl,'hn'fabk 2:' OPRON ORTIORLeal . I RE !s!+P',f •4 ', T•1- rte;_" r u so- ,' e� a'A i '¢v .Vi" �"", sir.0 a 1. rY"I ATTACHEb.OILIZ NG VIBRATION- SISTANTA H V7 AMWTHLII'I VJI [RJIt[l4 , " �; CA ACITY ++1. ,u..,, .r n 'ti 7 I z d1lf B, r"I L v, i , i'V: F s1n. , , . - _ - n`.', I "LL' , n✓9':V ,T'"'l°^ "I gs° ': v .$1 1 L+{.i�wi ^ Ja ` .1 N Illy i i f r tI „1r ,y� . ' „ " • - : , ' ,. .w; t ' rt a' 7iY`if s v,p'1r,�rtt ,-, . J4 b'N k' o.v r i + } 1 ,y4r I 'Ss ;• it '• P, ;W aPoI L .�3', It• od Yn,[ua,y Ii �f G nFK�'i''trG2{j`' t r� � f J 1yyr� 9'-4' 1°� a>ti7 a, j 9 T.,V EA Nin +'13 w-u`, (n xT Nl Ir 4arn ra � BASEMENT STO it •,1 m " DOOR AS MANUFACTURED EXI TING °, Yil '� 1.1_ ,��. to ay (t.>•' APPROVEDDO BTR CNFE r•� .F 5r{ -Y� �t� "-;� r {'"�xOx � _ EQUALE .5 � x -tM`aIYa6�� 4' d t , YI' y ltl 4 , 1112'0 PIPE \\/\ / HAD RAIL 'WNi/I BITUMINOUS /��/ NEW INSULATED 't:,( T�o I t F a S?II y { i WATEF3'ROCFI�W�% .r STEEL DOOR Ik 'r t' ^ r� ile AROUND ENTINEW STAIR - rIti s PERIMETER O _ PROVIDE FORNEW FWNDATION '�j�// ALTERNATE OPEN REMOVE EXISTINGMETAL W TREAD WITH AND BATS IEON NLL CLOSED R15ER WINDOW 9 "\/ / EXPANSION JOINT // AROUND ENTIREO' POU FOUNDATION WALL \// .. PERIMETER OF NEW SLAB ALIGN NEW AND EXI5TMG 2'x4' KEYWAY \//\\/ 4' CONC SLAB WITH- FLOQR{IEIGl p: '� t 3 \ 6*X10/10 U LM Z' # r r i i• r) +rtEy •a s j r $ (D 14 KEBABS V/ I-S •4: -- - -- - -- ---- - --.� �. _ , �I �x�J 4, ' AMI CCNTINUOU5 IN NEW ALIGN DEPTH OF NEW TO � 0 � ' � + _ T r FOOTINGS(TYP) EXISTING FOOTINGS -t----h- i NEW DRYWELL- 4'O PERFORATED. r � ' i PJC PIPE X-0' DEEP,WITH CRUSHED GRAVEL AROUND PIPE AND GEOTEXTILE FABRIC = AROUND GRAVEL , - --- � .bt r J BASEMENT STAIR SECTION 1 ( - - - - - -- - RICK LEDGE SCALE 1/2' 1'-0' I '! ' I CLEAN COMPACTED S 6 FILL M 12' LIFTS PS, Y Q`.� (J 1 .IwY 41 ,off M I rJ I 1 H //-REMOVE EXIST §,I BRICK STEPS - - Ir C __ __ I r Nc OF NEW I2' D Y I I 1/1'0x18' STEEL ROD EPDXIED-r Ir/—FOOTING,!ALIGN WI7H `~ INTO EXISTING FOUNDATION I ~+ I EXIST FOOtING DEPTH) y J � EVERY 12' VERT.(TYP) _ � L — — _ — — — _ r— TECO' EXISTING J015T5 INTO f -- - A A NEW BEAM EXISTING - '� �7 +'S• I _ 1b'xI8'xI2' DEEP l _—_-- (2)2'x10'HEADER FoorN CTYjr.ONCRETE � -i�---- m e oY r9 n ' r NEW WOOD w I I STAIR AW CUT EXIST m N - 0 4 SLAB(TTP) � r � L - - - W Tn 4'x4' PRESSURE INE OF NEW 12' D. e {p (2)2'x10 HEADER TREATED WOOD I 5'-U• FOOTING. (ALIGN WITH - r{,pJ ,I fi Fxfi+„ s* P05T(TYP) EXIST.FOOTING DEPTH) BOILER AREA 9'-5' 9' BASEMENT 1/2'1x18' STEEL ROD EPDXIED RICK LEDGE 'TECO' EXI5TING-r.--SLA\ y�=Y'-II' INTO EXISTING FOUNDATION L -- __ JOISTS INTO EVERY 12'VERs.(TYP.) _ _ _- - NEW BEAM NEW DRYUIELL _ B ____ __—_-g—_—_____�____—__ -.�__—_�_—_�_ __ ____ - F- 6' 4 - 6'-4�' LINE OF NEW 17' D. - CLEAN c _ FOOTING,(ALIGN WITH COMPACTED L' EXIST.FOOTING DEPTH/- NOIE; FILL IN R'LIFTS _j 1/2*18' STEEL ROD ACEMENT DETERINED { m f'-- •- -- , .��.- EVERY 12?IVEERTNG FOUNDATION (7J PA OWED { u WALLS�tl1BJ5 THEb�HWINCIU EXISTX18 F r - - - - - - - - - - - - - - - - - 3 1 w n AREN y� r APPROXIMATE AND ARE TO 1 i/2'OXIS' STEEL ROD EPDXIED EXIST.CONC.WALL,TO BE VERIFIED M FIELD. m �, 2 - _ °� 1' 1' ®� w u� w "' EVERY I2' VERT.(TYP) z x INTO EXISTIOOG FOI1DA71aJ REMAIN 1 I INE OF NEW FOOTING, #� .n i pl (ALIGN FOOTING DEPTH WITH TO A-lO I L - - - .. � 11 FOUNDATIONSWA�AD - - - - - - - - - - _ _ __ _- - - - - __ . __ - _ _ - - - REMOVED l(TTYP)BE 2x8 AT_ 6��I I• N w I �D EXIST)STEEL ROE)MATCH PDXIED O 2 m UP a NC EXIST REMOVE m L ' LL - u - I I INTO EXISTING FOUNDATION EXIST.CONC.WALL,TO � - - - - - - - - - - - - - - _ _ - - _ - - , a 1 FLOOR 7C REMAIN o I I NEW CONCRETE ..- BASEMENT WINDOW r � - - - � _ Cl o EVERY 12' VERT.(TYR) T9 L — — 1 — rl LLQ 0 ,, ;, : _ - - - - - - - - ._ - , l o e EXISTING CONCRETE rc o I 'IL°r9 S )40 e'-4' REMAIN $ ry a I ?• I . NEW 8'xI6OIIVEREI J ---- - - - - - - --- -- - L- - - I T 2) FOUNDATION WALL rxe' HEDERJ)E I z VENT L - -_ - __ - - - - - - - - - - - - - - - - - J L - - - - - - '- - - -_ - - - - Fo OF HE LL Uo ALIGN TALIGN ' 4WLW - . , �VE Ni - - - - - - - - - - - - - - - - - - - - - - - - - J I , INTO EXISTINGTEEL ROD FOUNDATIONpd I„ + "i; 1 z W - - - ' - - - - - - - - - - - - - - - - - - - - -- -- - -- - - J EVERY I2 VERF J w N .f7i it F§a FOUNDATION PLAN �(4� Z f�{,p; - j I. CONTRACTOR TO PI?p�IDE(1)b RE-BARS IN A—LO SCALE: V4' x I'-0" ALL FOOTINGS(TYP.) "A k 2. CONTRACTOR TO PROVIDE 50LID BRIDGING AS REQUIRED IN ALL FLOOR JOISTS ° /' h " '• x13 ' J. a oRgW1 1�p 4 nr I t 9 , ( sa F`WO N `ff u� r "' 'Ttr�,7', r r ,�` NAN` yep !y r d. a.0ry 19 e4Yg yNSh " "C - _ _"_ - - _ - a '.- -''� t I L'x, -^ • •,T� } �'`x`a'Y�u'4,.ra �' .3 "OI -t.0 FI - -. a M y '`rt5 LT a_ ,: 4-y �, 5F Ted�i( � y-+4 a"w� y'�iS„' t '�• TABLE I6m31A O p$p$ X4(11; l". ' _ - ' ' 4UINDOUI SCHEDULE r � WMDBORrE DEBRIS PROTECTION FASTENING SCHEDULE - } MARC' TYPE am SIZE (ROU MANUFACTURER I NO. REMARKS NOTES• FOR WOOD ST1dICTI1RAL PANELS aba � .�� I r < . t' II r w,. r Ort gg FASTENER SPACING(INCHES) W ELIPTICAL I 4 0'RO.x i'-5 3/B'RA. ANDERSEN • ET( FASTENER TYPE PANEL SPAN 1 FEET 5 4 FEET< 6 FEET< EX TMG GUTTERS ` < PANEL SPAN PANEL SPAN PANEL SPAN a _ WOOD STRUCTURAL PANELS WITH A MINIMUM THICOESS ® 91DE LITER 2 e i-4"x 6'-b" OF 1/16'AND MAXIMUM PANEL SPAN OF a FEET ARE _ 1 FEET < . . •,, y .�o O ^ 4 PERMITTED FOR OPENING PROTECTION M ONE AND TWO 242 5 WOOD SCREWS 16 16 ET <_61 FEET s 9FEEi - ___^ a___J ! ? I I, + IMI a I . < 1 r S w 1y STORY BUILDINGS.PANELS SHALL BE PRE-CUT TO 2-I4'6 WOOD SCREWS I6 Ua 1 \ I ____ _ - W,4 - ..� ANDERSEN -011824 b 12 r_____ ,, •�^ I'-6 I/4"RO.x 1'-4 7B'RO. COVER THE GLAZED OPENINGS WITH S S ATTACHMENT BE7 -- ),I 1 s , T `y UTi OVAL 3 HARDWARE PROVIDED.ATTACHMENTS SHALL BE 1 __ 2,kb"RR. L_ 1 I !�� C 4 UUM CASEMENT 6 2'-4 1/8'RD.x Y-0 I/)'RD. ANDERSEN -CUB HINGED LEFT DESIGNED TO RESIST THE COMPONENTS AND CLADDING 4.T416 TABLE 16 BASED ON A MAXMUM WIND SPEED(3 SECOND GUSTO OF Be MPH AND �-_-_---L_ V I - MEAN ROCf HEIGHT OF 33 FEET OR LE55. LOADS DETERMINED M ACCORDANCE WITH THE • b OL, • I LI OF WALL ) 'OC. r ; MN•y 164 , ,1 O EXISTING � 'i0 BE RELOCATED,REFER TO PLAN PROVISIO7S OF61609b5.ATTACHMENT IN ACCORLANCE 1 a b.FASTENERS SHALL BE INSTALLED AT OPPOSING ENDS OF THE WOOD STRUCTURAL PANEL 1 WITH 21 I .I LOW ±.f „ + li .o-i k O DOUBLE EXlN' S 3--0 I/B"R.O.z 4'-0 1/8'RO. MEA TABLE 160914 O PERMITTED FOR BWHERE WIND A ANDERSEN - TW21031m I I, i , $ _ MEA)ROOF HEIGHT Lf 33 )DON LESS EXCEED 13 WIND �,II,}IE�SCREWS ORE ATTACHED TO MASONRY OR MA90NRY/SNCCO,THEY SHALL BE I 1 N W R70F$HI1YaI,ES, SPEEDS(3 SECOND GUSTS)DO NOT EXCEED 130 MILES 7 MATCH rt O SIDE LITE6 2 2-I"RA.x 6'-8"RO ANDERSEN _ PIH Egg PER HOIA2 POUNDS L12MG VIBRATION RESISTANT ANCHORS HAVING A MINIMUM WITHDRAWAL OF I ! I I' � EXISTING ,I I I 5 ' a y,�, ,1 459- Q HALF FLUND I b'-0 3/b"RD.x T-2 3/4"RD ANDERSEN - CTC3 I1� 11 - a r yl Wv • . DOUBLE AM 4 V-10 I/B'RO.x 5'-0 1/6"RO ANDERSEN - WtB410 O CASEMENT 1 Y-0 5!8"RD.x 1'-4 l/e'RD. - i EXISTING RIDGE E STING RIDGE ANDERSEN - C125 (DORMERS)HINGED LEFT GUTTERS CASEMENT '-5 IQ"I R.O..x T-0 5/B' RD RD 1 ANDERSEN U (G )H CR ARxIGE HINGED LEFT I O I + DOOR 5CHEDULE - D L ----- ------ ❑❑ SHINGLES, 04-AT MARK TYPE STILE GNTY 517E SADDLE FRAME HARDWARE REMARKS TO MAT EXISTING 4 E%I$YMG DI0 CHOSEN SEL 2'-m°W z 6'-b"HD AU7'i. INSULATED WITH PULL GLASS STORM DOOR I I ❑ GI I D2 WOOD WOOD --Donn 0• p3 FIBERGLASS A6 CHOSEN BY OWNER I V-8,Lu xb'-8"H Ir___________ ___ _ F '+rtefIF'�' WOOD ALUM INSULATED WITH RILL GLASS STORM DOOR L_________________ O SOLID WOOD 6 PANEL 1 2'-b"W x 6'-B' H MARBLE WOOD I 1 .0 �'� 4 LINE OF WALL i �h p4 I ) r SOLID WOOD 6 PANEL 1 1'-b"W x b-B"H WOOD WOOD STING GUTTERS " D5 BELOW IXI � 1 '- (TVP) Ob SLIDING GLASS ANDRESEN-PWG 6066E I 6'-0"W z 6'4.H WOOD WOOD p Dl HOLLOW WOOD b PANEL 2 FR 1'-b'W x 6'4.H WOOD WOOD 5CHLAGE. TO BE CHOSEN ST OMER ROOF PLAN �- a _ SUPPLIED AND INSTALLED BY i ii - CONTRACTOR 3. 3 SCALE: /8" I'-0" - � "" + r DB SOLID WOOD b PANEL I'-b'LU x 6'-e'H WIOOD WOOD A-t1 o OSOLID WOOD 6 PANEL 2 2'-6"W x 6'-8' H WOOD WOODLL z NEW BRICK PORCH AND STEPS Di0 HOLLOW WOOD b PANEL 3 PR VERIFY N FIELD EXIST. EXIST. -SUPPLY OWNER WITH BRICK O SOLID WOOD 4 SAMPLE PRIOR TO PURCHASE DI 6 PANEL VERIFY IN FIELD EXIST, EXIST. 6 1/2 0,;. 11 DI2 BASEMENT BILCO(SIZE - CJ I 6-O'Lx4'-TWx1'-1 IR"H NA NA WITH(U 24^ DOOR EXTENSION qty NEW ROOF - DIS STEEL SLAB 1 X-8"W x 6'-8"H METAL METAL INSULATED = f " -` Fi 17 _7- y 1iUJ DAM 'WOOD F SCREEN I VERIFY IN FIELD EXIST EX16T. 1 III III - - - NEW WOOD SCREEN DOOR TO MATCH Ek161(. rl ss } (A s' l Di5 STEEL 8'DIA FIBERGLASS- (FIBERGLASS) - ' L ��LL I F}.�J DI5 GAR�>E A5 CHOSEN BY OWER B'-0"W n l'-0° u NA NA NOi INSULATED COLUMN(DORIC) - ` U411,16 2 q�{T 2'k /� ' I I I ` - ' - 1 +!16 O alb 12 G�'y A-4A �� S l.i f�M E:D L,6 L,E r . .f1� , O L A6 CH08EN BT OWER Y-b"W x b'-8"H METAL METAL NOT M611LATED _ 2 PVC RAILING(42" HJ 1 1 - 4 ��' A-4.0 - d ( e'G , 'I 'i e _ _ _ _ _ EXISTING WALLS,i0 BE REh10VED ALL INTERIOR DOOR:AND MOLDINGS y ' TO BE PAINTED WITH:BENJAMIN MODRE 4'kb° POST(TYPJ I - [ ! ti!: ' ''_ � ' �',^ d , I � o ' E HANG ROD ,.�L - LINEN WHRE,f5EMI-GLOSS) _cx I WITH 2 SHELVES EXISTING WALLS,TO REMAIN �*`" - y L� ` calo 3 ABOVE 2'•10" Y-�� BENZ DI 2 `II [' _ _ -6° CHOUSEWRAP,ON I4"COXEDAR SHAKES(TO CPL14 EXIST.YWOOD,CN 2'Xb"FRAMING� _ _ Q� r( i A "� _______X .- I A4.0 r--------- ---- ----- q W_ ___ �X 5E FLOORI TOM C j v 7-1 W" OL.W!R-E1 INSULATION WITH 14^(TTPE 7c°)GYP,BD, _ O ® 3 I E EXIST.ON N C. C O I® ® CEDAR SHAKES(TO MATCH EXIST.HOUSE),ON 'T1'VEIC' - .k R___ _________________J BLAB WUb OWLLM I HCUSEWRAP,ON IR'CDX PLYWOOD,ON FRAMING(TO` . ji ---- ---_ 61% LIGHT I MATCH EX15TJ• 16'OL W/R-19 MBULATION WITH W" __ _ - r__ _____� 31% VENT: . . ... (TYPE "X")GYP BD, ell 177 12%LIGHT ALKiN __� - 4% VENT. i mil 1 , 1 14"_(TYPE 'X')GYP.BD.(BOTH SIDES),ON 21k4'FRAMING I REM4vE ESI .SLATE - ' d I 'a I ] I FLpthRfA176 ADD A I N6"OCJ 1 n I + w LMNG ROOM 11 I 1 NE NG woo $ .;'O F• I 16% LIGHT 33 I I EXISTING WOOD I I 11 FLOORING TO ATCH EXISTING i e% VENT. F 8 FLOOR TO REMAIN i 11 EXIST . 1 I_-- -_ II___ I I __ 11 _IIS BEDROOM EXISTING o NEW (BELOW) J� I BEDROOM I - --i I I 1 I -i r- KITCHEN � a R r 1 J EXISTING WOOD 1 V 1 I i SAND AND POLY. a o FLOOR TO REMAIN EXISTING WOOD FLOOR „ - Pi{ II L__1_J OU I LADDER a .. I DECORATIVE TR1:6Eg 1 \ 1 (ATTACHED),UP d "-' ABOVE (TYP) I � '� .S FILL OPENINGS,i0 LADDER ` TO STORAGE LOFT w x ix 5�1 I BOTTOM CHORD OF x - j MATCH EXIST ONE HAW. iOTTACHED),UP �jx 5 STORAGE LOFT IlLUSH A� SHELVES iN — — ® D9_ CL\ I —_ — 3� I I ABOVE fTYP.)�__ I I 3 �-PlEl�l-Z1S�-" I t 6'-014 � -- ---- ABOVE � I 1 DECORATIVE TRUSSES " . a/ L J L h NEW U.IOOD e CL- — PATCH DEADER- 4"xb' POST — TNEADl , — — — — J 1 PVC RAILING(42"NJ - " • + I RAILING(36" AFF) — — FLR LI [TYPJ AL 6'-0°OF WALL, 6'-0"OF WALL, DIA FIBEIRGLA65 NEW i.V =b SHELVES REOb TO BE REMOVED FLUSH CSR. 70 BE REM D- 5 L COLIA'PN(DORC> ,, LIGfN SADDLE BAND AND POLY. 4-6 9 I 5 3'-4 14" EXIST.WOOD FLOOR A0 /-EXIST.WALLS,i0 BE s .I STORAGE - � DII — / REMOVED (TYPJ _ - " ` ,:, 711 j LOFT I D9 DII T 23%LIGHTNEW g„� EXISTING P�LET NYU1:10D A-a �� CL. DII 19x LIGHT 13%VENT. I y V 'r I e 9 9 0° E NAND FLOORING 5 34 I o BAXI 33 CL ® EXISTING (1 SS VENT. - - __ - D3. STEPS x" `r --- a-� - -��MATCHMSFILL -T0__ _____'I' __55° -_ WI E/ ., r QUmO4N MJR ' 6 S 6 x.114' do 1 12%LIGHT NEWFILL OPENMG,�O ___ W5 T'!EMOVE' TE Q c 6%VENT. II THROOM BEDROOM DINING ROOM L aTL1� — +�N'TH 6 aREA ® EXISTING C�' NEW VINTL EX15TMG WOOD rr = L _ — _ — rt LL. 1 1 H2 TILE FLOOR FLOOR,TO REMAIN NEW TNCs WOOD FLOORING NEW I(u-H, ° _ 44% LIGHT Dl •1 ay YOy., BEDROOM I EW FIXNRE6: TO MATCH EXIST. I VROOM / 11% VENT: I I i- 1 9 ! NEW SHOWER BODY. I L _ I'S eJ U - I EXISTING WOODREMAIN R PP.BT OWNE _ i7G WOOD FLw,��A�'+ ATH ° 9 NEW I / FLOOR TO RfT1AIN I ILJI gT BY CONTR SUPPLIED BY OWNER, TO MATCH EXI / 3 in MASTER BEDROOM'. 1 I j 'r� Tyr INSTALLED BY CONTR I �--7`�'f 14.. TIL _ STORAGE LOFT PLAN `-, • NEW TILE UP TO ... I I TOMWWOOD ATCH EkI57�t�J � �� (, PL NEW AT b BFL R� Iu? , - L 1 �_ 1 CEILING IN TUB " _ - I 3�' FLL BFL (NO WAL - EXIST.RITDCE BE EXIST.ON 3)4 I WINDOW _ I" I REMOVE ASPHALT r+ R Q A'�.1 SCALE: I/4" I'-0.; LPyC.:FI AREA ONLY L"m�I IT SCAT I PAVMG.M THIS AREA u! .� . NEW:BASEMENT _ STAIR 1 EAS I/ I- �, r r d i� Y _ X _ \ _ I I 4.0 .. ter DII R30 ® ® ® ® 5' S° D5 ,II " u / k, ${I t _"SfiGi D EXIST. _ i - ¢d j �CH W"OL. j r * a" 4 ey :,'Ioaiw s1 SCREENED 1 Ii (� fix' PORCH NEW LAUND. RM A/ r v N I . b �, W 41 �I � _______ © __ - � VINYL TILE ONti.+R rcl ' . li' ,I , •r 'II• w ' . y {th d _ _.. . ..• . .. .. . . . . .. . . ..... ... . -. ._. - -'O _ I� r1 M rel t. c i EQ ----- EQ i! 4° .TWD. F' DY . _, �gq _ d) L-`-----_ _ _ 151BFLR � �°0 ra' I (� I y I ' 1 __- - 2'k8^ RIR. � 2"AS' C 11I .lm� ,I xYn+�j 9/ i ":j, yey �Yi q CL - SCREEN ENTIRE PCJkCH- 14 - REMOVE EXIST DOOR�I M" �� NO1E5, WITH NEW METAL SCREENING REPLACE WITH NEW WMpow SNC DRY 1 1 I. CONTRACTOR i0 PROVIDE(2)•4 RE-BARS IN - AT 6'-B" AFF t s r �' m ti< 5' R t ►'1y +r rov+ +r I,a, NEW(2)2'i1Q"HDy + €I '7a�d E HANG II .I� ALL FOOTMGS(TYPJ, PLACE IXfSi.WOOD NEW HOT MID _-_�-1-_-__�_ a _ _ 'COLD WATE 4TYPJ�T1 °�.$L9ES \M Y rti_n1"�� fI'r �' �~ha .y11nY `r,43�1°. �t v I x k���l 2: CONTRACTOR 10 PRO,KIDEr50LID BRIWING - LC �WI1H 2 - AS REQUIRED M ALL FLOOR JOISTS SCREEN DOOR WI1H EXIERIDR SHOWER(TO BE ABOVE n w s Q, `;z + SNI ' . x2 - • NEW,TO MATCH EXIST. AWBLNYEWZATIGNM FULLY FOR - "o _ li. . 3. CONTRACTOR TO�PROV79E 4'X6'WOOD POSTS .. . , . f105L.JACK STUDS)OORS W/((2)2W"BIETWEEN ALL WINDOWS AND N ALL WINDOWS UNLESS OTHERWISEERS ACROSS TYP.ON i SII , -4. ALL INTERIOR TRIM 10 BE PAINTED WITH: BEwAMN MDD�-LINEN IIHITEiSEMI 0551 / t 1 N ''8'r r x ') 'qN 14A5� '-n :+Rr ry IP riu Tyl� J (y :W, 5 - Eli 1 - - FIRST PLOD NEW BRICK PAVERS. I . n� a'I:nN�+ +h r, + rj4., ,6a +.ki < ' F �,ul R_PLAN TO MATCH EXITING _ .. _ ! I SCALE. � � :n 1 t i r l ri f - s .. r. 4 - ', r 1x' � ✓ e� , rpM{ k 1 h'+tiT ��,� SAS "; : ., ' 'i ' ".•,. ; , � .. . - tr: . ..e,�k, r � lx � " X + 1! f � xx/" ,'u� 1, NaY� 1 � � ^'dN�'�Ld t_ , „aq., k •v� T3 ,N` f - ',[;,,4ir19lwr �4, :;! i " V 14+JUA�' SI4� �c, .......... M, < f:� nI� A:14'i�A y� rv'(lilRvj? y�5- $ ARN,1sj1�fy,y,�u t ilw r vY � u i .r;S''ix � '�I k5��r,1 ifF.• yl"�if�v„+��ItFg��'' ;,�;yy� it i YI pp If J�w yy2��/ ado 0 v LIGHTING 4� ..EL.EC71RICAL S`r'MBOL5 ” ,x w a RIP SUIO-ACE MOUNTED LIGHT FIXTURE - 3 WAY'SWITCNE$^ r v e ws}"''✓ U � �d'V"'iki:.' :a�'�I _ we ',btl'�t'a'�i v WALL SCONCE • 'j'-p" AFF OR TREADR L . OGFI GFI DUPLEX OUTLET, . S SMOKE DEtEGTORAKf n Q DUPLEX OUTLET 13. C CARBON MONOXIDE DETECTOR 'UNLESS OTHERWI5£ NOTED ihli, UNDER COUNTER HALOGEN LIGHT FIXTURE ©AEXHAUST FAN - 6mJ CFM 1V' its i ' O RECESSED PIN SPOT LIGHTS D TELEPHONE it SINGLE POLE SWITCHESJQ JUNCTION BOX 1 I TIMER SWITCH ` CEILING FAN WITH LIGHT EXTERIOR FLOODLIGHT - SWITCH AND MOTION ACTIVATED (REFER TO ELEV.FOR MOUNTING HEIGHT) ¢ ar I J r .pr: I LC Ir ® 2EXT 61 BD.• OF I I CATHEI RAL VENTED VINYL SOFFIT ,.-- �'� '� O Z EDGE OF ROOF ABOVE I w �-� E Y L EQ \ CATH DRAL 11 ' ALIGN ALIGN o EXISTING OS LIVING ROOMISI GYP.BD e CATHEDRAL w EQ EQ I 1A lk --_-------_-- --. OS © �H GFj 2 AT EXISTING ZLI r ry " Gree A�F NEyy �' . iT': BEDROOM RT.MEMBER KITCHEN NOTE TEXTURE OF NEW I GYP BD.A T�SJ (TYP) I- - 1 - - -- QS - INTERIOR CEILMGS, " CATHEDRAL ejs__ _ _ —.— ___ _ _—__.____ —_ ___ .—_— '�, I rlii; II TO MATCH EXISTING _ I I GIP 48' AFF GFI P �yAFF ECORATIVE TRLWE5 DECORATIBOTTOM VE 8. OF CL 4'k4"'e ABOVE (TYPJ ABOVE (TYP) \ / _. M - - NEW ATTIC f-.' EXISTING i I GF1 B 4 W FAN II ILII. \\T �ATfIC STAIR \\ a II _ _- _ --.. - - ® INIL VENTED 1 I i 1 I ll _ - {� ""-} 50FFIT IN GTP.BD. EXT.GYP l } `BD.•EXISi.l EW d RIDGE BEAM — CL ! 1\ _ _-- 9Gff1T Hr. I, MASTER BATH Ea EO o NEW / \ — / 50 eAn - GYP.BD a 8'-0"AFF ^ e CL. w �a�- =---- -- I DUCT TO DINING ROOM / \ EXTERIOR EXIST. EXISTING �.'� .�;`I — s CL "� I I � , EXISTING BEDROOM w BATH.BA BEDROOM 50 cffi No CHANGE NEW e i NEW Lil DUCT TO Ea Ea FAMILY \ MASTER BEDROOM EXTERI \ d ( J GYP.BD. a ROOM Eaw Ea. _ REFLECTED CEILING PLAN Lo a w ! ---- ` -- CATHEDRAL j \ 2 LOFT _— � �=- = h ', SCALE: I/4.. = I,_0.. EX V,IJGON UR h0 _ BATH. d I e Q w `\ � EXIST. OO A a SCREENED NEW Oy„ T NOCCHHANGE LAUND. RM. 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ON BROOF RAFTERS / N i4 4�`d 'a Z oIt, ^-Lr I� R-30 BATT INSULATION E HEIGHTS LOAD CALCULATIONS STORAGE - , •� } '-, '. .' ; ,' d . '^i VINYL CAPPING, ON LOFT - )f; + �. +,� IT �Y�,I11tD ' 2'1K4` FASCIA �� - � NEW WOOD RAILING 3'-9 3'-O" PLATFORM "�' " i „-i r4U•( v VENTED VINYL SOFFIT I' 20 PSF X 8' = 180 PSF WITH I RISER NEW 12" (TYPE "X") r ^ GYP. BD., ON NEW 5 T. s 9°EA. EXIST.),AR SHAKES (TO MATCH EXISTING CEILING AND 2"x4" WOOD FRAMING XISTING ROOF - '�` �' 'I GEDIT ST.), ON "TYVEK" STRUCTURE, TO BE �\\ ,-' ROOF ATM (16" O.C)WITH BATT SHINGLES *,Y HOUSEWRAP, ON I/2" CDX REMOVED ?5 EX15TING ROOF INSULATION (R-19) A NEW 1/2" (TYPE ,a PLYWOOD, ON 2"x4" FRAMING �� SHINGLES LL ' 95 PSF X 6' 760 PSF METAL STRAPPING, GTP. BD. (BOTH SIDES), 4 16" O.C. W/ R-19 INSULATION EXIST: PLYWOOD A5 MANUFACTURED ON NEW 2"x4" WOOD (2)2"xl2" HEADER - ON EXIST. WOOD RAFTERS WITH _ BY: ANUFACNNRED - EXISTING STRUCTURE - ------------------ STRONG TIE" „ OLJ _ } - NEW R-30 BATT INSULATION METAL STRAPPING, DL PSF X B' 12O PSF 3UBFLOOR, ON ------ NEW IR (TYPE x )GYP. BD., BY: SIMPSON - FRAMING t%16 ' % I t a 3 VINYL TRIM TYP AROLM STRONG TIE" - - a DOORS AND WINDOWS NEW (2) 2x6 HEADER --- ------------------- HEADER ; - NEW 12" (TYPE "X")GYP BD., J i l CIRCLE TOP WINDOW BY: ON EXIST. WOOD RAFTERS �i EXISTING CEILING AND J NEW (2) 2"xl0 "ANDERSEN" SEE SCHED. GYP. BD. NEW 1/2"30 BATT INSULATION STRUCTURE, 70 BE HEADER ' NEW 12" (TYPE "X'V WITH /2 (TYPE "x")GYP BO., _REMOVED "TECO" EXISTING F-- 4„ ' 'w .. EEADERS LEADERS (XISTING GUTTERS BEYOND) ON NEW RED TO WOOD 2RAFTERS, O, ( RAFTERS WITH R-30 BATT NEW 12 (TYPE "X.9—/ JOISTS INTO NEW m Z 'FRJCHWOOD GLIDING PATIO NEW INSULATION ON NEWD'x44'OWOOD TH ES), HEADER C y DOOR BY: "ANDERSEN" SEE MASTER BEDROOM WA FRAMING (16" O.C.) Lull - m '� 77 I wap EXISTING CEDAR __ SHAKES DL BO PSF EXUnNG NEW EXISTING SCHED. NEW WOOD STAIR s NEW 12^ (TYPE "x")GYP. BD., BEDROOM CLOSET BEDROOM ON EXIST. WOOD FRAMING 4'x4" PRE55U WITH R-19 BATT INSULATION °? TREATED WOOD �qLLLU POST (TYP.) EXISTING FIN15WED FLOOR XISTING CEDAR W I WEIGHT (BEYOND) SHAKES ,�W - �^ 4 NEW WOOD FLOORING (TO w �/•'••�I I F ~ � M MATCH EXIST), ON 3/4" � '" I "TECO" CONNECTION _ PLYWOOD 5UBFLOOR, ON LR lTYP.) _ 2"xl2" FLOOR JOISTS (16" O.G.) '• 40 PSF X 8' - 3'10 PSF r y I v _ r c= 10 PSF % 8' a 80 PSF TIP EXISTING WOOD FLOOR m NEW BRICK PAVERS, TO _. - — �JCX��� ((�XX -SAW CUT .in : � MATCH EXISTING \ EXIST. ' lTYP.1 Lu VA�/�Aj / / /fi -' "7 EXISTING SLAB $"x8" LEDGER STRIP-/ / / / /\ 18"x IB"xl2" DEEFJ - 4 T. 0 9" EA. / -',� ' r+� rR a1 LAG BOLTED W/ I/2 \\,\\/ ❑ \\/\\/\\/\\/\ ',.W •W I `\//\ EXISTING FOUNDATION LAGS BOLTED 18" O.C. .\ 'FOp,RdDATION 1 FOOTING \\//\\//� '\' CONCRETE 3'-0" ^ ' /\\ STAGGERED (TYR) \/ '\//\ FOOTING (TYPJ Co - /,/ WALL G /\ , .X, \\ \\\. DL 600 PSF /\\/r Qr BUILDING SECTION TGTAL BEARING LOAD 2 BUILDING SECTION ; STAIR SECTION -4.0 SCALE: 1/2" . '-0" LL - 669 PSF -4.0 SCALE: 1/2" = r-0" / 5 m .; DL= 880 PSF �.0 SCALE: 1/2" 1'-0" 1,560 PSF „ I THEREFORE MINIMUM 1 TON NEW RIDGE VENT LD J ASPHALT ROOF SHINGLES (TO SOIL IS ACCEPTABLE ASPHALT ROOF SHINGLES (TO XISTING ROOF / MATCH EXISTJ,ON 30•FELT 2"x10" RIDGE BEAM MATCH EXISTJ, ON 30•FELT aa �' '.' , it O.'. 5HINGLES PAPER ON 3/4" COX PAPER ON 3/4" CDX PLYWOOD Z - PLYWOOD SHEATHING ON SHEATHING ON 2"X8" ROOF _ M1 a m LTJ III ^ f ) 1. 2"X&" ROOF RAFTERS WITH RAFTERS (16" O.C.) NEW 10d COMMON R-30 BATT INSULATION 12 /12 z, r $ f VINYL CAPPING, ON EXIST. IN FACIA - r-2�^ n}" ' � Q � 2x8' wooD � (2)2"x6" HDR 1'x4 FASCIA 12" EXT.GYP. B EW FACIA, TO MATCH VENTED VINYL T NAILS lod FW NUM CASEMENT CEDAR SHAKES lTOI MATCH - TO MATCH EXIST. `__mss x� MODEL OXMT520 FFACE 6NAI40 n �F s n / WINDOW BY: I � IT "ANDERSEN" EXIST.), ON iYVEK ? Iii y NEW 12" (TYPE "X" SEE SCHED. HOUSEWRAP, ON 1/2 COX :�� STUDS, WRAP AROUND ROOF ' 1 GYP. BD., ON NEW (2) 2"' HDR PLYWOOD ON 2X4' FRAMING T HEIGHTS RAFTERS ( FADE NAIL).NAIL " • I6 OCT W/ R-19 INSULATION STRAPS WITH 10d COMMON NAILS r+p WITH R-119 5 TT IINSUL `� CONTINUOUS METAL 2) 2"x10" HEADER 9 PER MANUF.RECOM. REMOVED STRUCTURE� i0 BE FLASHING METAL STRAPPING, + ,y EXISTING CEILING AND / AS MANUFACTURED ENTED VINYL SOFFIT NEW 112" (TYPE "X" BY: NG TIE" �E GTPVx*. BD., ON NEW .�,�O. EO. " / SHIINGLESROOF STRONG TIE" 2°x4" (I6" OCT)FRAMING _ NAILS i x 3M� �, ����\\\\\\ // _ f I WITH WOOD RAFTERS \ ' WITH R-30 BATT INSUL. \\\ �/ (212"xb" NOTE: HEADER --VINYL RAILING (42" H.) FOR SIMPSON MT620 11 1 I �\ NEW 10d COMMON---/ CONNECTIONS ______ y` �A NAIL510d x 112° NAELS TYP.x 112 6� O NEW (Z"x4"'e)AROUN oNEW DECORATIVE " A NEW 12" (TYPE ry GYP. BD., ON EXIST. BRICK PAVERS STRAPPING DETAIL PERIMETER (MATCH WOOD TRUSSES WOOD RAFTERS WITH NORMAN BRICK (HEADER (HERRINGBONE PATTERN), / o HEIGHT OF BOTTOM (PAINTED)(4"x4"'e) COURSE), AT PERIMETER GROUTED TO 4" LONG. CHORD) R-30 BATT INSULATION OF PLATFORM AND STEPS yh, 4'-0" 4'-0" (TYP.) _ ON SLAB 6COMPACTED -4.O SCALE:N.T.S. B FILL (12" LIFTS MAX.) - - �' _ 1 1 tilt EO. EO. MODULAR BRICK-CN 1 i - (RUNNING BOND), CN 2"x4" KEYWAY Q`. _ rC OF HIGH BRICK LEDGE _ : ;•—.,—„� r ;,�, ` x m POINT — NEW METAL 6TRAP5 BY + 0,,,� I T IJ I I I I�� III I I I!—III 1 slMPsoN"FACE NAIL To v I I -1 III—I} l l I—t �� LLI=��1 Ll Tj r , r• w ; EXISTING : ILII II—II TIII IfI—TI—i I—I III . STUDS TYP_ NAIL STRAPS a �'�/ / / / / ri+r/"r //v r/v/v r/ r/ '/\/ / i`N/`>i /7 / \\j\\j\�\\j\\j\\; WITH 10d COMMON NAILS AS HOCIM \ \ 4”/\/V\/\l\�' PER MANUFACTURERS RECOMMENDATIGNS i •d+ II t w. t . .,i /�/ K h+ "b .1-i I �,II i I 111-11 \ \/ �lI IU�11T 11FI : \/j� '\�\\ /\\� NEW 5/B" ANCHOR BOLTS TYP. xr '( • i // I0- 111I—T —� 1lLlll- III X111 T—� L 1� , •' \/ IT V-I1NBOLT EW5/ EVERY a,_0„ oL./j\�/jr.EXI$ INC LL'OOD FLOOR 2” POURED CONC. FOUNDATION WALL _ �v o w/ 7rt _sir r ///\/� •.' •' \ \\ /\\ \ '� \ \ \ \ \ '• .' \\� 2"x4" KEYWAY Nx �IJ II LHl�I �l i Tl= = I — -- II \// 2)•4 REBARs CONTwuous IN a I.Fw) \ \ { �i •� > / NEW FOOTINGS (711 n }'.' :" y7'1 " .,r..y , y t " ,'+ +r l �iI\� T T—IIhIf —III-III— I— C .wI 1 / „E„� w, ,l Yi 'i/ \ '7fr \ Tjl�'�y .. . \/ �''"' r^r. 'e�' .- . '-,i �s . • 16 \ p y ,T''I _ '�Y 'i '^"6"l'ihT�© t CTO �':� STRAPPING ;D PTA A BUIL[ 1NG SEGTIQN. BUILDING' SE I N 4PTH OF NEW TOALE: 12 - 1',0" . . '4.� SCALE: I/2 1 _ EXISTING FOOTINGS - rTITI IT -,r��• r '' Y' yITr ry.rIT 5, ;1 T rti MX ,§S,x 3 .YwA VTI F' .W �� r., u. ,, � Ir+H•I .yY 'q � '�", cNSp - - - - - - LIGHTINGR ; ELECTRICAL "��� Fa ,� TNUO 5 S�r'MBOLS �' ROOF 61-114 ES• ALUMINUM - J IWa?,ps E q EXTERIOR FLOODLIGHT - SWITCH AND TOMA7CH I I GUTTER(TTP.) LI MOTION ACTIVATED I�z,. '� of k,.z'a clip li EXISTING HOUSE (REFER TO ELEV.FOR MOUNTING HEIGHT) _ I k� e ro 0 8'-0' L. - 2 BULB FLUORESCENT LIGHT FIXTURE %I LINE OF WALL (CHAIN MOUNTED p 8'-0' AFF) u I BELOW - � 21& L2 �Imo.??�� 1p GFI GPI DUPLEX OUTLET 8�� r 1 JUNCTION BOX '' SINGLE POLE SWITCHES ' d� i � r -� III f-+•� s ROOF PLAN , I o� 1 �II SCALE. 1/8' = I'-0" NEW RIDGE VENT VI RIDGE BEAM I it VI ROOF RAFTERS 5 (Ib' Or fo 2'1 COLLAR TIES (EVERY 3rd. RAFTER) � II Br-0r ASPHALT ROOF SHINGLES (TO T I� - MATCH EXIST-HOUSE),ON 30'FELT V-4' 7-B' E4' EO. SNPAPER A RING ON Z'XBON XROOF RAFTERS Mo' IRr WII .-_ 4 0 / __.___ LINE OF ROOF s I J 2'xi0'H 5' _ _ _ _ — -5' 15 NEW(2DR _ CONT.ALUMINUM 'P — _ L I _ _ i _ _ _ _ _ GUTTER TO MATCH 0 -�. ,r'n W „� (-� S V)361 @ EXIST12' THC LONG. ' ` -4'xb' POST(TYP) FFHAUNCH VINYL CAPPING ON .r4yli "T4'SI I `� - 2'xb'FACIA g• ,r�L �\ DOUBLE ' 4'P AT dl Y 1 TI + \ METAL STRAPPING,A5 _ 9 I I ® \ MANUFACTURED BY. TOP OF FOUNDATION \\ 'SIMPSCiJ - STRONG WALL TO ALIGN WITH ' I \ TIE'TOP OF 9 I •' I CRETE SLAB AT THIS PONT I ' 9 ' VENTED VINYL SOFFIT fdO$OPENERE CEDAR SHAKES(To MATCH EXIST HOUSE),ON 'TYVEK' Y, 9 I •. I I NEW HOUSEWRAP,ON IR'CDX ) r a dei ��� ® PL7UAOOD,qJ 2'X4'FRAMING T' I ' 8 9 _ g e Ib' OC ^ (� k. NEW 4'CONC SLAB W -'R /, �,•�r , x,e'.' W/&xbxI0A0 W11M S' , METAL STRAPPING,A5 MANUFACTURED 'SIMPSON - STRONG TIE' SINGLE 2' 'SIL PATE Y I - CCA, WITH I ' DI ' L 4'CONC. SLAB(SEALED)W/ EX ION J INT I ANCHOR 06 24 OL) II UJIM FOR'! BACK (FITCHE 87FL) I , I I I I I I hI I ' Iro GFI H 36' /��/ g• 8' DRED CON __-_ __ _ _______________i ••" k,y. ;Wy � J "I r- 6 \ 2'z4' KEYW 74,LL ___ AIAICH W / , . .m ' ' l�r ATI L - - - - - - - —I S °- FF /\/ G r i 2' THK CON I t3 d,r'• II 7 T7 + IA v 1 ' L_________- \ F' hl 7 1'-g' (2)•4 REBARS CONTINUOUS UI Ie IN NEW FOOTINGS(TYPJ I 1 FOUNDATION PLAN 2 FIRST FLOOR PLAN 4 REFLECTED CEILING PLAN BUILDING SECTION SCALE 1/4' z F-0' : a r —&O SCALE. 1/4' = I'-0' 'S.0 SCALE: 1/4' z 1'-0' 'S.0 SCALE: 1/2' = I'-0' NOTE& NOTE& q,U I CONTRACTOR i0 PROVIDE (2)•4 RE-BAR& N I CONTRACTOR TO PROVIDE 4'X6' UJOOD PO5T5 ALL FOOTINGS(TYPJ (DBL JACK 5TUD)51 BETWEEN ALL WINDOW5 AND - lil DOORS Wl(L 2'X10' HEADERS ACROSS TYP.CTl ALL WINDOWS UNLESS OTHERWISE NOTED. i" . . r ^Pik NV �P k erW. 9 RIDGE VENT - - ➢ �,- A�Q ASPHALT SHINGLES, 9 RIDGE VENT TO MATCH EXISTING A RIDGE VENT H0115E RIDGE VENT ASPNALT SHINGLE; /� 3r �F r TO'MATCH EXTBTING, -CASEMENT WINDOW(SEE F10USE 1; J s WINDOW SCHED.FOR SIZES) /A}( 12 12 12 12 Frl ,r1o` �r�T S T T CAP SOFFITS ATID FACIA CAP SOFFITS AND FACIA T I m m BOARDS WITH VINYL BOARDS' WITH VINYL m S T D T _ • + S P r f .� , n CONTINUOUS ALA1. CONTINUOUS ALUM m GUTTER - -- CONTINUOUS ALUM. A h ' w v r"r T ;, Y'• GUTTER GUTTER - 'r@UTTERTRINOUS ALIA'I [ r r y`1 jlrl w '^ CEDAR SHAKES(T0 GTIITER ._ + "^•' r.f ( + ,' T7�I� °K)'V' ,I S S CEDAR SHAKES(TO S MATCH EXIST.HOUSE), ",k EXTERIOR LIGHTS(1) ® ® MATCH EXIST.HOUSE), \ ® CDM4TGANR gHIAKES( ,J ' b CEDAR SHAKES(TO D 771 •- �.� MATCH !EXIST.HOUSE), y£'d'MI r npg A Y �Y y� JIl ..Y+- _ :Vr"f'° .2. f is r '1., ',Y a 1>!d h9. rl, 'Ar. 4 :Y• I �'sr, �!I% _ CONIC. - I NEW PVC SHUTTERS, DOUBLE HUNG WINDOW(SEE I _,_ r— POURED l f _-.J ____GARAGE DOOR IC,._____J FOUNDATION � 1TO MATCH EXIST_________,___________ WINDOW SCHED_POR SIZES) I FCWD TONIC m I - I, POURED CONIC. 9 NEW.PclO SWJiTER5; b4UBL€^U�iNCx`�11NCi0U15' SEE`! ' .k+4'""1ce�, ' ':,-W;'. '" iT "d }"'i%i„ i4t• x'j" �iK.`y Ux, �; '^ ----- T__________._ _'� .. __ _ A.I L._________.-______-__________.,J FC{NDATION m ' 176-MATCN EXtSi °�CNED FOR"312EVP ` tir c:ra•.r' :Cfw w;l t ` , gN + l t„h: tk�'�'t A,,�, -- ---- -----------------------------$�---- ----- - — ---- r -- — — WINT�5u1• �° 'x >•Q�'IPI I D«' Y_"t ,z „n ,,:^rs* , 'i1 -- -- — ------ -------------- ' v r 'V ( ' r t - �: : a - r,A r' IE hx .' k . ✓ t)PA G "n • r. '•tiijhlr 1 ? ,faE�Vj NORTH ELEVATION EST V A ELEVATION" OUTH 5 s S ELEVATIQN WEST' x.EVATIQ t f. • ylr 'S. SCALA. 174' z I'-0' x, ^ . —5.0 SCALE:' 1/4' I'- 'r' -SQ " SCA " SG "iY + ., + ,..F t :;�" aS ", 9 - . �' r„ '�l . LE: �. � ; ALFR , R I 0 - 1 t., i wwx� twt, +k 1 n M1Yidl. . ir 'I_. . _ - -' - --- - 'I - - - ', _ `.,"-- ��_ .- - '- ' - --- `- " - - - - - - - . , .,,__�• - �..' � - r - � - - - - .. :)^!„ 'v . � x., mgr . #ek". rfn1s�'i,U1: LIri,.t,,. > W v Nn �r"tP IH Nv w �j�{�,��}��� /�,� ^� TAKEµ051A wit W �A i/�� WINDWF E DEBRIS PaAEOTiON FASTBING 5C EDILE - - l� v{ r, TMIICMIS - Q L' l�iio 'may) t 9 11 II L yry FOR WOOD STRICROA PAI 0A .. �Jr RR p .r � 6I�ielr TM!E f11fY ' GIM' (ROJ IIMIFACNERINO. R3'IARCS FIO1E6: 111'�III ALUMINUM bFEET< EXISTING GIITIERS1 � �j m � ,.;�gg;yy Z��a :r,¢"' t x a6 FAbT9ER SPACFYr(NCHEB) t + 4 t:i, ,ELIP'TICAL I 6'-0'RO.x 113/8' RD. ANDERSEN -ET6 WOOD STRUCTURAL PANELS WITH A MNIMAM THICpE55 FA5IBER TYPE PANEL SPAN PONE!.SPAN PANEL SPOIL PANEL SPAR (TYP1 I jl1 w I +h i - III 1116- AND MAXIMUM PANEL SPAN OF&FEET AM SIDE LITE9: 2 s1'-4 x6•H PERMITTED FOR OPENING PROTECTION N OPE AND TWO 2-IR '6 LLOW SCREWS s7� µ Q 9 �_—____<_____�a____J II Ik � 14',, 1 y�� 9,.. I'-e V4'RO.x2'-4l/8'RD. ANDERSEN -OVLIB24 OVER�H BUILDINGS PAWLS OPENINGSS WITH Al7ACFIMENI 2-1/2%WOOD SCREWS I6 54µFEET Sb FEET SSD f-------____-- r I III„111 ' 11 L__________i F- k< f� pJ •zfii 'r (YQ`� Z l 3 6 HARDWARE PROVIDED ATTACHMENTS SHALL BE a.THIS TABLE 15 BASED ON A MAXIMUM WIND SPEED(3 SECOND GUSTO OF 130 MPH AND 1 2k6'RR y III 7'xb'RR j t Ax ` 6 T-411V RO.x 3'-0 I/!'RO. ANDERSEN - CWB HINGED LEFT DESIGNED TO RESIST THE COMPONENTS AND CLADDING MEAN ROOF HEIGHT OF 33 FEET OR LESS. I o µ'OC I' • I6'OL. I q e - b f 14 ) { LOADS DETERINED IN ACCORDANCE WITH THE EXISTING TO SE RELOCATED,REFER TO PLAN PROVISIONS OSµ0565.ATTAP41ENT IN ACCORDANCE y-FASTENERS 54ALL BE INSTALLED AT OPPOSING ENDS OF THE WOOD STRUCTURAL PANEL i I LRE OF WALL ' WITH TABLE 160314 15 PERMITTED FOR 6UILDIt•G5WITH A I I 1� —NEW ROOF SHINGLES, I, 1 BELOW q15 DNDI-E FI,FY.a 5 V-0 IV R.O.x 4'-01/8'RO ANDERSEN - TLV20310 MEAN ROOF HEIGHT CF 33 FEETOR LE55 WNE(E WIND I 1 TO MATCH EXISTING - a WERE 5CTi'EWS ARE ATTACHED TO MASONRY OR MASONRY/STUCCO,THEY SHALL BE I � tiI, r SPEEDS(3 SECOND GUSTS)DO NOT EXCEED 130 MILES ATTACHEDUNLIZNG VIBRATION FE515TANT ANCHORS HAVING A MINIMUM WITHDRAWAL till s'4( r "�” SIPE.LItI`S 2 T-1'RD x V-8'RO. ANDERSEN •RIA42"5 PER HOUR 450 POUNDS. +f U� .HALF ROND I III 32H'RO.x 3'-2 3/4' RO. ANDERSEN -CTC3 I 1 TINUCUS FxN C` 1 EXISTING RIDGE I ALU•INUM 4s' D,OUEILE H$tXa 4 2'-b V8'RO x 5'-O Ile'RO ANDERSEN - TWIIMIO 1 EXIBTNG RIDGE III GUTTER$ �'x' tom.•- CASEMENT 2 1'-0 5/e'RO.x T-4 V8' RD. ANDERSEN - C125 (DORMERS)HINGED LEFT F T�*i EIO I I t WI // Ca��SEQ�METIIQQ/��`�� �t I I'•5 I!/'RO x T-O 5/e'RO ANDERSEN - CRL2 iGARAGEI HINGED LEFT I , x A I �pU + b D60-K SCHEDULE EXISTING � � � d 1� rc I NEW ROOF SHINGLES, LOCATE ax x e t TO ARC TYPE S1T1.E (NTT SIZE SADDLE RNl'E HARDWARE R3'IAI - CUPOLA I ___________ MATCHEXISTING I' z FlBET GLASS AS CHOSEN @T OWNER I 3 O'W x 6 8' H WOOD ALUM. INSULATED WITH FULL GLASS STORM DOOR ` r ry r DI SOLID WOOD 6PAEL 1 2' 0'W xIIW WOOD WOOD L_____ .� F____________ Ii ' Q I QIP 9R , ________ I I �1 1 xvt rrJ4� p3 FIBERGLASS AS CHOSEN BY DINER 1 2 V W x 6'-8' H WOOD ALUM. INSULATED WITH FULL GLASS STORM DOOR I A ) pd; SOLID WOW 6PANFI 1-6'W xb'-8' H MARBLE WOOD LINE OF WALL EXISTING GUTTERS L_____ `� BELOW (TYPJ ( r,' y��/ US SOLID WOW 6 PANEL 2 2-6'W x b'-B'H WOOD Wro1IV Db SLIDING GLASS MIDRESEN-FIV.6066L I 6,0 W x C-8' H WOOD WOOD /;{�\ ROOF PLAN ' ® HOLLOW WOOD 6 PANEL 2 PR I-6' W x b'-B'H WOOD WOOD SI TO BE CH05EN BY OWER ' — 'J- SUPPLIED AND INSTALLED BY A-t1 SCALE: 1/5' = V-O' p5 SOLID WOW 6 PANEL I I'-(,'W x b-B'H WOOD WAroD CONTRACTOR fl i Y I r ®', 5OLID WOOD 6 PANEL 2 2-6'W x 6-B'H WOOD WOOD NEW BRICK PORCH AND STEPS HOLLOW WOOD 6 PANEL 3 PR VERIFY IN EX15T EXIST. y y x4 l II'-0' SAMPLE PRIORRTOTPURCHASE O it Y N ca plj" SOLID WOW 6 PANEL 4 VERIFY IN FIELD E%15T EXIST. 6 IR II IR' II IR' V!' EWE OF NEW ROOF 3 v, ' 2 BASEY$Ni BILW(SIZE - C) I 6-O'Lr4-1Wxl'-7 11TH, NA. NA WITH(1)24' DOOR EXTENSION , ABOVE � I Nd'1,'�•. pp STEEL SLAB I 3 B'W x b B'H METAL METAL INSULATED T I III _ _ µ WOOD 1 SCREEN I VERIFY INFIELD EXI57 E%1ST NEW WOOD SCREEN DOOR TO MATCH EXIST .' P ?'�:'1' I � e' DIA.FIBERGLAS 1 1 �. ' D6 FIBERSjI.,W) AS CHOSEN BY DINER I 8-O'W x l'-O'H NA NA. NOT INSULATED COLUMN(DORIC) I : i\n l ( e l sl A4 WALL TY01E SCHEDULE w I eW STEEL AS CHOSEN BY OWNER 1 b'W x b'-8' H METAL METAL NOT INSULATED _ W _ DD 2 FVC RAILING(42' H ) I .v.�• !}�( " 1 _ _ _ _ _ a � EXISTING WALLS,t0 6E �1'10VED ALL INTERIOR DOORS AND MOLDINGS A O I / . J k• 1" V 4'x6' P081 (TYP) 1 WITH 2 NG VESFIX 7 m E%15iW-G WALLS TO REMAIN " j�'� TO BE PANTED WITH:BENJAMIN MOORS u, �Q} LL,F}.JJ, :.b" w�.rv,. UIHITE(SEMI-GLOSS) 5E2 8`.N� I _ _ __ABOVE____6�,_____ _� HGOUSEWR4P,19NSULA7ICN WCOX YWOOD,(ON 3X6�'FR4MIf� AR SHAKES(TO MATCH 3 BEN �, X a LINEN �i I- .SO1� , FLOOR! Fn-m C III CEDAR SHAKES(i0 MATCH EXIST.HOUSE),ON 'TYVEK' x 2 EXIST ON C EEQQ.. '"r•T LLB Wp O O O HOUSEWIRAP,ON I/2' CDX PLYWOOD,ON FRAMING (TO SLAB x x10/IOLLILM M - s., " 4- _________________� r----_ O rrT- O "- MATCH EXI57J* 16'OL.W/R-19 MSI1LATION WITH IIl' Pr T________ _ __ bR LK�INT - (ttPE 'X'1 GTP.BD. - - _ ILW+-1 I tM L*HT r w _ -" 1 ALIGN [ ALIGN m . '- DW I I -+-rf�-+e+n.-.-+•. IR'(TYPE 'X'1 GYP BD.(BOTH SIDES),ON Yn4'FRAMING r SN 1 i LMNO � I� �,. _� - - - y I .:.- (Ib'OL.1 REM VE E SLATE 1, ��M I I I FL ADD A w r µ0.LKiff EXISTING WOOD i 1 FLOORING 70 aTCH FEW b _, ' Bf VENT. i I I FLOOR TO REMAIN EXIST oe O— _ EXISTING FLOOR I $ 4 xb 4 " 1 ____Fa — __ _____I __T__ ___ -- -------- BEDROOM _ ._____—� _ L (POST m •• 3 - v EXISTING a m 1 BEDROOM EX6TWC3 1 1 u n c i (BELOW) u z u u ' � I EXISTING WOOD I FLOOR, REMAIN _ d 's a FILL OPENINGS,TO — + LADDER DECORATIVE TRUSSES TCH EXIST. "' ABOVE(TYP) I I _1 (` (ATTACHED),UP w u x III I I u x - I LADDER 1 TO STORAGE LOFT tl x i I BOTTOM CHOW OF 13/4'x111/8' LVL'a } '• 1 "(�" (ATTACHED),�up ^ prDECORATIVE TRUSSES I uAGE ONE HANG ROD P05T t ABOVE (TYP) 3 a FLUSH �i11E \ I I — >= SADDLE J s b'-0 U2 IYxb _ __ __ ' 1 + I 1 WITH 2 SHELVES ® ® \ L— IIU4 — _ ___ __� 1 4'x6' ABOVE LIN d... — PATCH DS 4'x4'P05T — — — — — 1 1P05T PVL' RAILING(42'14) �7E7lDERr -HEADER— 5'-0' II' NEW WOOD I0 6'-0'OF WW1, b'-0'OF IIW.L, ALIGN ' DIA FIBER:iLA55 RAILING(36'AFF) �' 6 SHELVES FLR LI TO BE F61OVED TO BE (� � ; FL 4'-b' COLUMN(DORIC) 1 I- — AS LKvN SADDLE 1 5AND AND POLY. $ ;4 �W REO'D EXIST.WOOD FLOOR 2'x4' 15T.WALLS,TO BE vt L__T r I STORAGE a 3'-41/1' � � _� Lu VEIN. ; POST MOVED(MTPJ r - 0 �J v HANG A '. LOFT WITH 2 SHEL 5 F •' NEW CARPET ON I DII EC6 Lbw I .' _ 1 l , 117 n ABOVE EXISTING PLYWOOD 4 - - - D3 9TWa FILL OPENING,70 /5 '- r ' , - I __ _� 211R' r ' MIk FLOORING (`'� ® - MATCH EXIST - REMOVE / CRETE C z ! EXIBT1rG MEW COPENIWi,1 K•a•-x .'1J - _--® 17�— 1 1 D1L LKaHT I'l'• BAT}IROOM �1A7LH_El(IST. - _ = AF'f9N ?HS AREA 6 G 1/nz 1 bx VENT. DNWG ROObI r - ® - TILE FLOOR - FLOOR,i0 REMAIN TO MATCH EXIST. I F i ry TM o 4 FlS m 1 X��b ` 4xNEW J EXISTM ® � - NEW FIXTURES, EXISTING W10W NEW TIG WOOD FLOORING r L"Ji:.'I� / �P � Dl 1 � i 1 � •lS f/hryQ� p t —_— L} { 1 II NEW SHOWIER BODY I L - J-� r. EXISTING WOOD PP.BY OINE \ 1 I s II SUPPLIED BY OWNER. \ m MABTBi BOOM I :" 'r, 1 7>• FLOOR i0 REMAIN _ 7 BY CONTR INSTALLED BY CONTR I FA( .Y M7 IL LRS/ NEW TIG WOOD FLOORING j e 1'S J I NEW TIG WOOD Fu NG .L I _ MATCH EXIST. 3/4• �• . 1 .,If+` T STORAGE LOFT PLAN RF NEW TILE UP TO TO MATCH ST. VVV F p L TILES) 7O y Ep 5 n 2 SCALE: I/4' I'-0' �, II AREA ONLY UB i- TO I _ PLnLD.SIIBFLR ____ WINDOW I N 1 -REMOVE ASPHALT a (1 Nj " EXIST RIDGE PAVING IN THIS AREA - -1r I ______ ____ r p'. I y I I II.1vAF= �: _ ]3y G WOOD FLOOIilKT _ J �T. BE � SEAT � I _ I i2 1: a A 11 MATCH Ex15T 5 NEW BASEMENT STAIR _ 3/4'PLYU.D.511 I - L'm EkJSTINR 3. rI o n�_ as rry a '® '^ / µ'OC M I G _ m y Uri f I ' n o f EXIBL o ® !� ! fy Wb RAFTERS �� � PORCI'I J _- _ _ \ 'VINYL TILE ON ryµ�LAI IN J 0 dT �\ © I U II 1 I I ir- - NEW 21%Aa@ACK _ El; Uli � Ipf, R 5 O a x�� xI t.��M ":✓f t41� Ea b a -NEW,2x4 ® XIST.DOORANDSINK ' WASH DRY µ OL. rl µ OL. 1 1M 1 w 1 OW 'B" T -. BLOCKMfa A( SCREEN ENTIRE PORC REMOVE ACE WITH NEW WINDOW 1 @ ® ® IR .r I• !STS .0 rf WITH NEW METAL SCREENING _ ATS bL-V AFF _ _ �(2)2'xR' HDR NEW(2)VI R - TNG p' I. CONTRACTOR TO PROVIDE (2)14 RE-BARSN �. -_L__-__ l t r T'-I' 5" 9' II' HONG ROD " t'w'11jj � ALL FOOTINGS � 4x6 POST v. i 2 CONTRACTOR TO PROVIDE SOLID BRIDGING PLACE EXIST,WOOD - NEW HOT AND COLD W47E (TYP)oR SHOWER fTO BE ABOVE2LYES - + wzl :InI'� : rN4rN vMIP POINT OF 2 NNEEWW,O ATREEN WCH EXIST,,'R OT14 �E 7O DRAIN FULLY FOR AS REQUIRED MALL FLOOR JOISTS WMTERIZATIOW •+�¢! '' +, V "�M" r tri !. ! II^-SPAN 3. CONTRACTOR TO PROVIDE 4'X6' W100D F'0575 , g,)*, a r �l-ga,, "$ l ( AND DOOORCS JACK ( )2X10)BETWEEN ALL'H ER5 ACROSS TYP.ON 'v _ :'�.. �+ ' F ,"I INC BACK DETAIL ALL WNDOWS UNLESS OTHERWISE NOTED. W" •u M kw'N"a �vIT i W°',' I:', �1 - >• r r 4. ALL INTERIOR TRIM TO BE PAINTED WITH. BENJAMIN - : r ', ! 4� BGAIr , 6 ,,0 FIRST F 'P� /� - NEW BRI PAVERS MOOS - LREN WHITE(SEMI-GLOSS) ' ; IR LOOK Ir_P'1N F : TO.MATDNI EXISTING - R,fls ��' a.'IS r i'M1? 11p t?gy'Mr r•I Al A SCALE: e I/d• ' I'-0' 1 aNN 1p 1 a yrv, e "NdI, p 1 ,o s h 5 '4I?^A ^N ; 1 , 1' .4�LYtt . A•i� L " F ,a I k , 4 a 'q it ., J , .v:. <. k ✓ , 'L't" Ih s U,' ''''T'..(," ,a S �,.'r:" (LrG.f t .. ._. 1 14 ';,"A '1 FaY" p�fX _ 7F7 7 F � irk 1 4�1i o- '1. _ r L >x 1� 7i✓ r .F ' , U Aq l ti v ' { rW WAOBOR✓E DEEM TAMEDEEMFASTENING SCHEDULETR'WOW6 NEDUtr V ° I(aS F WINDOW � LE r• +n , FOR WOOD eTFNc7u:AL PANELS a6c �a ��II�I l i��l l aLUMIrlcM ap, sl d j�>tk5,t rh`wU F < ( TYPE ' ONTT 012E (RD) WWFACTMR 4NO. REMA14" NOTES: FASWM SPACNG(INCHES) GUT1EF25' ��, � +L va 2FEET5 4FEET< bFEET< "k EXISTING GUTTERS MOTION! TYPE PANEL SPAN I' M 3 ri ELIPTICAL� I 6'-0`RO.z 1'-5 3B' R.O. ANDERSEN - ET6 WOOD 6TRICTUR4L PANELS WITH A MINIMUM THICKNESS 5 T FEET PANEL SPAN PANEL SPAN PANEL SPAN ;I all}1 ,U I', :I II I W w W .� q"t, L :;4Ri°1 ! . "O DE LI7E5;' T il-4'x6-0' PERMITTED FOR OPENING PROTECTION M ONE AND TWO 2-172 % WOOD SCREII.G K W O 9 _ _�, J1U1 I�Ti J '� ' '�,III L_________^ r2{.iU � Y t tra MAXIMUM ET �' -, OVA, 5., I'-8 IU'RO.x 2'-4 1/B'RD. ANDERSEN- OVLI824 COVER THE GLAZED OPENINGS WITH ATTAGHIENT 2-IR Sb WOOD SCREW5 16 16 16 U , III r zjM,� k"5 ' ] � Cb,, , r w STORY BUILDINGS.PANELS SHALL BE F'RE�CUT A� 5 4 FEET S 6 FEET s B FEET I, a.THIS TABLE I5 BASED ON A MAXIMIUM WIND SPEED(3 SECOND GUSTO OF 130 MPH AND 1 VI ,� 1'x6'RR j Ny,Ty F z4 ry C HARDWARE PROVIDED. E COMPONENTS SHALL L MEAN ROOF HEIGHT OF 33 FEET OR LE55 i ` I R ~' �+) a Iµ I'- CASEMENT 6 2'-41/8'RD.x 3'•0 Irz' RO. ANDERSEN - ON3 HINGED LEFT DESIGNED 10 RESIST THE COMPONENTS AND CLADDING •16'OC • I6'OL LOADS DETERMINED M ACCORDANCE WITH THE I ItV,t t kTglf q Y $ r 'E%I6TRIG f0 BE RELOCATED,REFER 70 PLAN PROVISIONS OF5W09b5.ATTACHMENT M ACCORDANCE I U 1 LINE OF WALL r } I` 6 �.r'} I v" , b.FASTENERS SHALL BE INSTALLED A7 OPPOSING ENDS OF THE WOOD 5TF&1CNFtAL PANEL YYY a WITH TABLE 16091A l5 PERMITTED FOR BUILDMGSWITH A I i W I NEW ROOF SHINGLES, � , I BELOW4rr�r�;V rrj , ,p(.TIBI„E HUNG 5 3'-0 V8'RO x 4'-0 1/0' RD. ANDERSEN - TWi110310 MEM' ROOF HEIGHT OF 33 FEETOR LE55 WHERE WIND TO MATCH EXISTING q" c OEM 5CREW5 ARE ATTACHED TO MASONRY OR MASONRf/STUCCO,THEY SHALL BE I ,� SPEEDS(3 SECOND GU5T8)DO NOT EXCEED 130 MILES ATTACHEDUTILIZIG VIBRATION W515TANT ANCHOR" HAVING A MINIMUM WITHDRAWAL OF I it IIx I', ,I I Y 'r' I r yp SIDE LITES 2 2'-I'RO x b'-0'RO. ANDERSEN - RL1421685 PER HOUR 490 POUNDS I V , II I y Nr " IB HALF ROUND I b'-0 370'RO.x V-2 3/4'RO ANDERSEN - CTC3 + O ,DOUBLE HUNG 4 1'-10 1/B'RD.x 5'-01/8'RO ANDERSEN - TW10410 I —CONTINUOUS .+ j EXISTING RIDGE I ALUMINUM 'G `'' EXISTING RIDGE r� li GUTTERS 'OASEhEM Z 7-05/B'RO.x 2'-4 l/B'RA. 1 F � 5 . G �Vr ANDERSEN - CI25 i DORMERS)HINGED LEFT p, � GC'A��SEp�MENT I I ' I'-5 IR'RD x 1'-0 5/B'RO. ANDERSEN -CR12 ,GARAGE)HINGED LEFT I _ ( DVVI� SCHEDULE I NEW ROOF SHINGLES, _ ____LOCATE 5 I%mw TYPE STYLE AMY Sig &ADDLE FRAM HARDU4FE RBiN7Ke I __________ ____________ TO MATCH EXISTING EXISTING IP50TLA SOLID WOOD 6 PANEL OWNER I 2 O'W x 6-8' H WOOD WWooD INSULATED WITH FULL GLASS SiDR'1 DOOR L-_---__-_ r_ , , A'Al DI FIBERGLASS AS CHOSEN BY OWNER 1 2 8 W x 6 B H UJOOD ALLM INSULATED WITH FILL GLASS 5TORM DOOR 1 p4 - SOLID WOW 6 PANEL 1 2'-b'W x b'-B' H MARBLE LOOP LLIIRNLE O WALL EXISTING GUTTERS L_____ r, OW (TYR) O50LID WOOD 6 PANEL 2 2 b'W x b'-B' H WOOD WOOD 4+ SLIDING OLA55 AIDRESEN-WKS SO66L 1 6,-0.W x e-B' H WOOD WOOD Y 6GILAGE. TO BE CHOSEN BY OIUJER j 9 ROOF PLAN O HOLLOW MOOD 6 PANEL 2 PR &'W x b'-B'H WOOD WOOD — r ,a' '• SUPPLIED AND INSTALLED BY SCALE: I/8' I'-0' � r nbr ' SOLID WKXJD 6 PANEL 1 -6'W x 6'-8'H WOOD WOOD GGrI7R.4C10R Z I,+ gcmSOLID UIOOD 6 PANEL 2 2'.6' W x b'-8'H WOOD LOOD NEW BRICK PORCH AND STEPS _ a '",y r hq '; a p HOLLOW WOOD 6 PANEL 3 PR VERIFY M FIELD EXIST Ex,ST -BUFFET OWNER WITH BRICK O 1 SAMPLE PRIOR TO PURCHASE kr .M ., � COW DA SOLID WOOD SPANIEL 4 VERIFY IN FIELD EXIST EXIST 6 IR 11 1121 IT IQ' ta' EDGE OF NEW ROOF W \• p1, ' ©, BASEMENT BILCO(SIZE - C) 6 O'Lx4 l'Wxl'-1 1/2'H. NA. NA WITH(1)24'DOOR EXTEN51ON �ADVE Db STEEL SLAB 3-0'W z 6'-B'N METAL METAL INSULATED '• s' k x r"' pµ WOOD 4 SCREEN I VERIFY IN FIELD EXI5T EX15T NEW WOOD `''..GREEN DOOR TO MATCH EXI5T S' DIA.FIBER`iLA55 O y ve GARAGE' AS CHOSEN BY OWNER B-O' Wx1'-0' H NA NA. NOT MSLATED COLUMNlDORIC/ ' I 9t { \Jr' r 2�5�R}F j WALL TYPE SCHEDULE _ (FIBERGLASS) „+',- 1 •16 O p� STEEL AS CHOSEN BY OWER Z-6'W x b'-8' H METAL ME IAL NOT INSULATED Q PVC RAILING(42' H) N715 A Q �,, 1.� -_ 1 w 9 — — — — — EXISTING WALLS ,TO BE(&?TOYED np ALL INTERIOR DOORS AND MOLDINGS 4'x6' POST(tYP 1 '� _ HANG ROD Z e 708E PAINTED WITH:BENJAMIN MOORS :: - I m WITH 2 SHELVES EXISTING WALLS,TO REMAIN i , w _ 2' 'RR DI k ABOVE CEDAR SHAKES(TO MATCH EXIST.HOUSE),ON -TYVEOC i1 r--------___� _ ________________ �,_ EN `-NE Ti IW00 I _ _ ___ ____________ _, I�oL�R-19INSULATTION WI�V2'(TYPE 'X')FRAMING D. LINEN WHITE(SEMIGLOSS) 111 _} �O i FA Fn b�' Q a FLOOR: O M C 1 CEDAR SHAKES(TO MATCH EXIST.HOUSE),ON -TYVEK' e 1 ® ® ® I to E%1ST CNN O O O 1 HOU5EWRAP,ON IR'CDX PLYWOOD,ON FRAMING(TO SLAB W/ z xl / WTLT'I I >�i'"',.r.�nr "-' 't•'7.''•' ,P' r_________ _ _________________�I r----- _ _ 6R LIGHT - - --- 1 MATCH EXIST)• 16'OL.W/R-H INSULATION WITH IR' k 1IF, ® -� U ALIGN 41 VENC ALIGN — -- - -- - (TYPE x7 GTP.BD. p 1 r ExxISLATE 1 + ", I I tl I U I U I I A.076 DW � `-� I IR'(TYPE 'X')GYP D.(80TH SIDES),ON 2'x4•FRAMING ____ FFF I 1I D% LIGFIT Yi I �T_ _- I I �� EMS Iuvu FLO ADDA a k. ' w �'N � I FLOORING TO iCH �W 1idi 1 Wx LKaHT ! 1 EXISTING WOOD I I 1 _ 7u* EXIT at VENT. I I FLOOR,10 REMAIN I I EXIST Y O I 14X6' Q O ^6,M 1, I r__r-__3 I ., 0CPEPJ (POST a+ lx I A 1 EXISTMJC 1 a. 0 1 1 1 1 1 1 1 T SAND AND POLI. M' m , �j STING WOOD "' ry (BELOW)S FLOOR, N ------ -i Ew FILL OPENING JO _ �I — - --� �rW<, I DECORATIVE TRUSSES -'I .. 1 LADDER a S Q M TCN EXIST. -S 1 (ATTACHED),UP W x II ABOVE (TYF) II u x _ I + I LADDER 1 TO STORAGE LOFT x W 11 BOTTOM CHORD OF I I x i � _ (D 13/4X11 T/8' LVL'&I (ATTACHED),UP I® (`L 2'x4 r DECORATIVE TRUSSES 3 a I ABOVE(TTP.) a s FLUSH I UI4 ✓ TO STORAGE LOFT ONE HANG ROD- P05T L I SADDLE =b'-O IR i{'� WITH 25HELVE51 ® ® L - - ----� 7t tK — J IiEAY)ER— — — — — 5'-0' — — 1 ABOVE ern _ _ — — � DBU � - IIIT212at8 p05 I IP05T II PVC RAILING,(42'NO _ I "�r;� I- N^,<L % PATCH 4'x4' POST I ! NEW WOOD 0 b'-0'OF WALL, b'-0' 'CF W1ILL. - I RAILING 06' AFF) Tr — — 6 SHELVES FLR / LI 1 TO BE FTEMOVED FL 1 SANS AND POLY TO BE AL CODIIJm(DORIC) ' I_ - A5 LGN SADDLE 5 - A , I PEW MO' EXIST WOOD FLOOR 2 i4• %151 WALLS,TO BE 73E LKaHT P057 ASA REMOVED (TTP) � x'! I STOMGE e 1 3 4 N' DII fi'i VENT. 4 ® Dn —� 1 — rte"^. HAYS I LOFT .�• 1 I CL 1 � o WITH 1 SHEL r4 I NEW CARPET ON 1 a1� I DII Ba LKi{T 1 i +1 - = 9'-0' S'-5' ABOVE U�G�� �i6Cy +s',K'+, I EXISTING PLTUV00D 4 D9 2'-I M U3[#`PS _ :r FILL OPENING,7O / ¢: p F i + N 5 3'-4' I 5 9%�+T MATCH EXIST __ + _ ... T2t LIGHT r�' BATI"Ei00M ® BEDROOM — — Mt �1ATLHF1fISL — - U6 W5 I YO FLOORING !' CL - ea- COPENING;TO- �PMRSHft TN5 AREEA PEW O ----- - bz va+c NEW TD14M ROOhA f — —WOOD FLOORING _— — — — � � n NEW VINYL EXISTING WOOD r — o 44i LIGHT 1 S% 1/rT/y0 P r U .t ® EXIBTM ® TILE FLOOR _ FLOOR TO REMAIN + Y i 7D - TO MATCH EXIST I % - I I NS W' h m a ! 1 BEDP100M II -- NtIU FIXNRES: NEW SHOVER BODY IL — Ptd NEW IQI IUM1 � ri, 1 EXISTING WOOD 511PP BY LUNE SUPPLIED BY OWNER, � \ I� P :n MASTER BE�M I II Im I .;" 0. /U1�Y INYL TIL 3/ iL . FLOOR,TO REMAIN II :NST.BY COTNTR I INSTALLED BY CONTR NEW T*WOOD FLOORINGTO MATCH MST.S/ w 6t + ! - I NEW TIG tl100D TWD. BFLR 1 m �'. �y^ } 2 i�� 1 �7 � _ - AEILI MT➢8i7- vl, [L�i�l I TiG WOOD FL00�12 JY .,,' _ _- D4 - EXIST.RIDGE BE _____________ �W ApWI I�'j III 5AREA , }3+' STORAGE LOFT PLAN NEW TILE UP TO TO MATCH E�ST NOW L )ICES) PLYYw/W,/D�.S`UUEFFLR 1 REA ONLY 1 TO SUBF I 3' �N1 ;/ , \ W 2, ! O; -A'11 SCALE: I/4' = P-0' __ -- — — _ ll 1 r - a NEW BASEMENT - - --- - _- - - STAIR EXII8T1F9C � ® � 0 16'O.C. U9SCIFEENED =, �v L1 •` - c r r, EXIST.2x8 ROOF 1 - - - PEW LAUPD. 'ice/ RAFTERS 1 .. F'ORG'I __ _ _- ____— VINYL iiLE ON ;/ IeF ' rt°" '1,wA 5TF20NGBACK L___-______-_®____________®_ _ .............. .- .--...... . O Eft ER O J, V 3/4 PLLTWP. % « ' 2�7 2L'��` DT is i�wT ,:, 51r. 1', 1ul r , 4 3 NEW 72* O nS s NEW TK4 �', WITH NEW METAL SCREENING ® — T^ EXIST SINK DRY K'OL. I I M I - 1„ tIT r k --_ --__'� / . IR • 16`OL F ( I - BL I SCREEN ENTIRE REMOVE .DOOR MID 1 ® 1 j " "" �' ` REPLACE WITH NEW WINDOW i NEW(2J 2'x12' HDR ®( 1 35' 7i y YY _ EXIST..2i 6 - ( N2IE� AT 61-e,AFF I� 1 CEILWG JOISTS 1. CONTRACTOR TO FRONDE(2)-4RE-BAR5M T'•I' 5' _ E WANG ROD \ ALL FOOTINGS f7YPJ - 4'x6' POST 3 I LPLACE EXI5T.WOOD 'NEW HOT AND COLD WA - WITH 2 &HELVES 2 CONTRACTOR TO PROVIDE SOLID BRIDGING O tt ABOVE' ' a r 7 SCREEN DOOR WITH EXTERIOR SHOVER(TO BE O U AS REOI11FiED M ALL FLOOR JOISTS I • 1 + N � � MID POINT OF � NEW,TO MATCH EXIST. . ' ABLE TO),IRAN FIV.L7 FOR ;� ' _ - I•ry / A 11S r,j 5PA1,! 3. CONTRACTOR TO PROVIDE 4'%b'WIND P0515 � WMERIATIONN - _ �, /i-., '' (DBL.JACK 51UD5)BETWEEN ALL WINDOWS AND '19• ' ' k ° V ' A'D'i'- I G �;- Ja�„ a. K:r r ;Grr' .k " 1.d lP',IVG_BACK DETAIL ALL IAILE5501HEFaiII5E N0TED7TP.ON . , , gat'; } yy a '1 H�' ' ,a + h .4 Ute$ s� " +'`'' + g F'^�] a 7^ ( ^ 4. AL INTERIOR)RIM i0 BE PAINTED WITH:BENJAMIN --- 'u , SCA}: : 'IR I'-O' it' NEW BRCKPAVER$ '�---`------ I MOOFE - LINEN WHITE(SEMI-GLO85) TD MATCH EXISTING FIRST FLOOR PLANy�� ASCALE: 1/4' _ V-0" I �, r p 511 4, A NIV " E7l i, S i„ - 1. - v' + "". !) `x nx VM11 (S Ey �,liJ�T+'y✓; 5 " Tk, n i r II