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HomeMy WebLinkAbout39771-Z r+ '1/Ofrc��FFOt�% Town of Southold 4/28/2016 (E. 1.4.‘, P.O.Box 1179 't W m 53095 Main Rd ti ,,,,§1,4'' Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 38276 Date: 4/28/2016 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 9625 Main Bayview Rd, Southold SCTM#: 473889 Sec/Block/Lot: 88.-3-23.1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 5/6/2015 pursuant to which Building Permit No. 39771 dated 5/15/2015 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: alterations to existing apartments and reconstruction of the front porch on an existing multi-family dwelling as applied for per ZBA#6853, dated 5/21/2015. The certificate is issued to Homes Anew I Ltd of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 39771 4/26/2016 PLUMBERS CERTIFICATION DATED Auth. ;,4 Si LIPature s,,'sv�aF cX TOWN OF SOUTHOLD `��4� . �Q�� BUILDING DEPARTMENT i y Ir TOWN CLERK'S OFFICE og :741 SOUTHOLD, NY X01 * -0 BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 39771 Date: 5/15/2015 Permission is hereby granted to: Homes Anew I Ltd 191 Sweet Hollow Rd Old Bethpage, NY 118041314 To: Alterations to existing apartments and reconstruct front porch as applied for as per ZBA At premises located at: 9625 Main Bayview Rd, Southold SCTM # 473889 Sec/Block/Lot# 88.-3-23.1 Pursuant to application dated 5/6/2015 and approved by the Building Inspector. To expire on 11/13/2016. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $200.00 CO -ALTERATION TO DWELLING $50.00 SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $168.00 Total: $418.00 gi,(\\__} i it Building Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building,industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential $15.00, Commercial$15.00 Date. 5/5/l�c New Construction: Old or Pre-existing Building: v (check one) Location of Property: CI(2-\ HOC'S, 1 c vAbi./ -LSJ6<Ls3,16 House No. Street Hamlet Owner or Owners of Property: 1��, u5 e11C �r e c rTAC_, p riy: � ` �, �E55�v�l'.i OLA [�ill', Suffolk County Tax Map No 1000, Section g Block 3 Lot 1:31 1 Subdivision Filed Map. Lot: Permit No. 390\'1 Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: / RequestTemporary for: Tem ora Certificate Final Certificate: '. (check one) Fee Submitted: $ 5 /4. Applicant Signature 1•111�\�®F t7®6I�® Town Hall Annex ��� ~® l® : Telephone(631)765-1802 54375 Main Road i g ; Fax(631)765-9502 P.O.Box 1179 : G Qi Southold,NY 11971-0959 't 'X' �®1��1� roger.richert(a�town.southold.ny.us /� N11 1 `�®UIY 119 111 iii .0 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Homes Anew . Address: 9625 Main Bayview Road City: Southold St: New York Zip: 11971 Building Permit#: 39771 Section: 88 Block: 3 Lot: 23.1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: BKC Electrical License No: 43852-ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool New Renovation X 2nd Floor X Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt Ceiling Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpt Wall Fixtures 1 Smoke Detectors Main Panel NC Condenser Single Recpt Recessed Fixtures CO Detectors 10 Sub Panel NC Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches 1 Twist Lock Exit Fixtures TVSS Other Equipment: Up Grade CO Detector System, Install 10 New Carbon Monoxide Detectors (Interconnected), Basement Exit Alteration, Add 1-Wall Light, 1-Switch Notes: —71,Inspector Signature: Date: April 26, 2016 Electrical 81 Compliance Form.xls 5711 / t* 4111 0,0$ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION FOUNDATION 1ST [ ] ROUGH PLUMBING [ ] F90NDATION 2ND [ ] INSULATION [vrFRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ I CAULKING REMARKS: /97-71'4-1- - a-""c'ea"1- \ 4 DATE 6--- INSPECTOR L__ ,�o��oF sn�r" * yolo`. 3 g77 •c4 i,t.. ��__ COUNP1,� '' TOWN OF SOUTHOLD BUILDING=DEPT. 765-1802 INSPECTION . - ‘ [ ] FOUNDATION 1ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING FINAL - [ ] FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL). [ ] CODE VIOLATION [ ] CAULKING REMARKS: .‘1/4 ‘ -i .L'O' ild 0/117fa,c5 A f DATE INSPECTOR /.1° -37 7 ? „ f SOpTyct.\` TOWN OVSOUTHOLD BUILDING DEPT. 765-1802 71NSPECTION . - ] FOUNDATION 1ST [ ]'ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: -46 L DATES ( INSPECTOR AfrW/ 6 . i 3?7 7/9. -- ��„,'i�OF SOUi,�� E-- -9-71-/C4?_, ,, ,moo !o ; - - - . cf'� ,w; `: 1' 4 k,ca=ye_glvi �,''' , AGove__ 01/- i TOWN OF S • .'-• � -_ DING DEPT. � Th' 765-1802 e` F Ail I N ION [ 1 FOUNDATION 1ST [ ] ROUGH LUMBING [ ] FOUNDATION 2ND [ ] I LATION [ ] FRAMING /STRAPPING [ - FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VILATION [ ] CAULKING ,�� REMARKS: l( "Z....4d P� >r' .4 o..)44$10)-„Pi-imi . C9 -6004 • a4egLiOe > I 7 � 0 veek 1 - 442.ir- 69frizsApc civ..p �� A . 0 b��C %✓ D / Mil-sift/4 Xqc1;1.-6 -0,12e)vild- /Gik-41 -73-11 Com - (4d' Iro DATE §767/r/ INSPECTOR SOUly�lo, 1 11 ` `, ,, ( ' =�'y�OUfdT`I,��d � TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) A° ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: • 4 %, DATE INSPECTOR 3(7771 ���rrl r FRANK A. RESTITUTO IF Il ARCHITECT ' 18 CRABAPPLE LANE, COMMACK, NEW YORK 11725 f` 3 (631) 543-5430 (631) 343-7047 FAX FRESTITUTO@AOL.COM November 8,2015 Southold Town Hall Annex Building Department 54375 Main Road PO Box 1179 Southold,New York 11971 Attn: Building Inspector Re: Family Residences and Essential Enterprises,Inc 9625 Main Bayview Road Southold,New York SCTM#1000-88-3-23.1 Please be advised that the extent of the new plumbing work consisted of re-routing approximately 4'-0" of baseboard for the installation of a new exit door to the front porch. All work was installed in a workman like manner and will provide a water tight and monolithic connection to the existing heating system. If there are any 1 uestions or if additional information is required,please do not hesitate to call on me. Thank yo J -- „,e_., _ A R.,,,,,, t hesi . ,D , .-.. .t .;. A6,,®A ., ,,i * k i-1)&fsv'T>,qt.; )f Frank A Restituto vi. :„ ',rchit: t s>i).o ^'o. 1o1'�•ry,.��, h e r I r,, THE Si __ , 1 far/ji . �!J NOV 1 6 2015 , Alt FRANK A. RESTITUTO r IT 's 18 CRABAPPLE LANE, COMMACK, NEW YORK 11725 f 1 (631) 543-5430 (631) 343-7047 FAX FRESTITUTOaC AOL.COM November 8,2015 Southold Town Hall Annex Building Department 54375 Main Road PO Box 1179 Southold,New York 11971 Attn: Building Inspector Re: Family Residences and Essential Enterprises,Inc 9625 Main Bayview Road Southold,,New York SCTM# 1000-88-3-23.1 Please be advised that the reconstruction of the front deck, steps and railings have been installed in accordance with the Residential Code of New York State.All work was installed in a workman like manner and will provide a structurally sound deck.All work was installed in accordance with the plans that were submitted to the town of Southold and a building permit subsequently isued. If there are • ,y questions or if additional information is required,please do not hesitate to call on me. Thank y j il if' Opplr— ,• '',,,s14'- .7 �a it 11 , e lir , Restituto s� �o rchite t 43, 4f:44,HE ST, fl®?i1- °k �� !Yrr of T , far/j NOV 1 6 2015 �4, ____-,--- Ii ______ _ n -ir-1 1 -=;\ , / 31.1 FRANK A. RESTITUTO f I .. , 18 CRABAPPLE LANE, COMMACK, NEW YORK 11725 (631) 543-5430 (631) 343-7047 FAX FRESTITUTO@AOL.COM November 8,2015 Southold Town Hall Annex Building Department 54375 Main Road PO Box 1179 Southold,New York 11971 Attn: Building Inspector Re: Family Residences and Essential Enterprises,Inc 9625 Main Bayview,Road Southold,New York SCTM#1000-88-3-23.1, , Please be advised that the drywells installed for the roof and pavement runoff have been designed for 2"rainfall as per the town engineer requirements.All work was installed in a workman like manner and will provide adequate drainage for both the roof and pavement runoff. The installation has been inspected and approved and all work was installed in accordance with the plans that were submitted to the town of Southold and a building permit subsequently issued. If there are . questions or if additional information is required,please do not hesitate to call on me. ti Thank Aii vtED Ark,. 41 Orr- /4, .N, "87%P 4s0d.� ' F/. l'*,/e o'°'i,*,„--,\M, #'6 stA, Frank j .Restituto i . ' ,-^/ �' ' �� \11 Archi ct �.% . n ,' �� ' I I a am� 2015 �� far/j ,�� 113\1 16 FRANK A. RESTITUTO �-11� ARCHITECT MBE 18 CRABAPPLE LANE, COMMACK, NEW YORK 11725 (631) 543-5430 (631) 343-7047 FAX FRESTITUTO@AOL.COM February 29,2016 Southold Town Hall Annex Building Department 54375 Main Road PO Box 1179 Southold,New York 11971 Attn: Building Inspector Re: Family Residences and Essential Enterprises,Inc 9625 Main Bayview Road Southold,New York SCTM# 1000-88-3-23.1 Please be advised that the site area disturbed by the renovations to the above referenced site will be seeded a s soon as the weather permits.Sufficient funds to complete this work have been withheld from the contract until this work is complete. It is our understanding that a Certificate of Occupancy will be issued upon receipt of this letter. We appreciate toy4 • r attention to this request. If there are . i, - Vons or if additional info.'. 't n is required,please do not hesitate to call on me. Thank you, . 1 •� ra • . tuto Architect far/j i R, sco712 D MAR - 8 2816 BUILDING DEPT. TOWN OF SOUJTHOLD FIELD INSPEcT]QN nrO1�T DATE COI MEENTS -' � .�' - . +I 1...1- ,,,,)//t1//1 :45.11P. ,4 ,./, .,,e-dt-..44.ecii6-_P FOUNDATION(15']:) .. . FOUND..TIQN(2ND) "' - U t4 r b v - / on-c-,-..o ` .. N . . r 777 Abpor . . . H ;* ROUGH FRAMING.& . • , • - . H PLUMBING • • • Z • l • INSULATION PER N,Y. `' • STATE ENERGY CODE . • . , . • . t'-3 • . 1 S. • .. • . 0. WE Vhf .e .. f _. :�_ - • • __ ,.rte . �_ it •� o C • v . j e , . -.•4 4/..m-Ct?"e.,=.i FINAL . - ,.1 f-Cr 4 .- ..>' .-4. - • . . ' , i, em s. , 4 r 4— A:DD TI i '• +livi7'•.-TS . / . () ' ) .5' ''-' ''i : I''.' 1. ' 1 -I _ -g-0, APT' */) /4al. ,ale iii ..• ,,. ./ :q (( :WC. . . D. e xi . •L cd ;, e--) c 07/4_.... :67.74-(. � (1-11(1-11,-1,5'-' k r c--e - '1r . ac'j�?, ! TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST • BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL - Board of Health SOUTHOLD,NY 11971- .4 sets of Building Plans TEL: (631) 765-1802 _-, Planning Board approval FAX: (631) 765-9502 _ Survey SoutholdTown.NorthFork.net PERMIT NO. Check Septic Form ' " N.Y.S.D.E.C.' ' •, Trustees C.O.Application Flood Permit Examined ,20 Single&Separate Storm-Water Assessment Form Contact: • Approved ,, / ,20 Mail to: ' ' Disapproved a/c i`dl'(5 r Phone: 6i-71, r!44 W -/C) Expir. _ �` I r. 0 ,,, ___________ , , . . - Building Inspector ector Ll JAN 1 2015 i , . , • AP LICATION FOR BUILDING PERMIT , BLDG DEPT Date ( ' I (' , 20 ,�' TOWN OF SOUTHOLD , ' INSTRUCTIONS a. This application MUST be completely filled in by`typewriter`or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale.Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this`application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work.' , e.No building shall be occupied or used in whole orin partfor-any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. . . , f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance'br has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing;the extension of the permit for an addition six months. Thereafter, a new permit shall be required. ., APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the°Town of Southold, Suffolk County,New York,and,other applicable Laws,,Ordinances or ' Regulations,for the construction of buildings, additions,or alterations'or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and regulations;and to admit authorized inspectors on premises and in building for necessary inspections. , - .. ; (Signature of applicant or name;if a corporation), ailing•addr s gf applicant) Oa,&It/glum t L jtA State whether applicant is owner, lessee, agent, architect, engineer, general contractor, ltrician,plumber or builder (140(YIPS p-N) • i I L4-d) " Name of owner of premises FP S lkW . �ftt4-e IFiLSC (I— (As-on the tax roll or latest deed) - If applicant is a corporation, signature of duly authorized officer " (Name and title of corporate officer) ' Builders License No. " • Plumbers,License,No. •. Electricians License No. - , Other Trade's License No. • - 1. Location of land on which proposed work will be done: " - • .r ►li % \/ f c*O *CSU 6 Hous Number Street Hamlet a�•%; Z�, County Tax Map No. 1000 Section 03, Block 2e4;:ss� we I;`ov1-•100(.11.0iii';-„}. r%,,,,a44 ,,,,olsttyvaru►• V, .,...wi2,i *MA `g,irrgi:'tefi'i,`,ric'3 i Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: , a. Existing use and occupancy '�"r ue`srS , b. Intended use and Occupancy L 3. Nature of work heck which.applicable):New Building ' Addition / Alteration Repair Removal Demolition Other Work (Description) 4. Estimated,Cost. Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units _ Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. , 7. Dimensions of existing structures, if any: Front Rear Depth Height 'Hy, 'Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height ' ` .Number of Stories . 8. Dimensions of entire new construction: Front - , Rear • Z'D`'epth ' NAL, ' Height - Number of Stories 9. Size of lot: Front , Rear - - • - Depth 10. Date of Purchase' . - - Name of Former Owner 11. Zone or use district in which premises are situated' `` ' ' . , 12. Does proposed construction violate any,zoning law, ordinance or,regulation?YES .✓ NO , 13. Will lot be re-graded?YES .NO Will excess fill lie,removed from premises?YES a • NO. , , 14. Names of Owner of premises .:.t t ...., , , , Address :,. • Phone No. ' Name of Architect . .;.'`'-•-.; ,, ..;-,••f- . ,"''Address .• .•,rw. ' 1,, 'Phone No . Name of Contractor =Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland ora freshwater wetland?*YES NO ' • . ' ' *'IF YES, SOUTHOLD TOWN TRUSTEES &'D.E.C.,PERMITS MAY BE REQUIRED. , b. Is this property within,300 feetof a tidal wetland?J* YES • ' NO , * IF YES, D.E.C. PERMITS MAY BE REQUIRED. • , • „ , . 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on.property'is at 10 feet or below, must provide topographical'data on survey. , 18. Are there any covenants and restrictions with respect to this property? * YES . NO * IF YES, PROVIDE A COPY:, . „ STATE OF NEW YORK) ' ' SS: COUNTY OF ) `, ' ' ' • . ' ' - '. '•, ' u •,•being duly,sworn; deposes and-says that(s)he is the applicant (Name of individual signing contract)above named, . x (S)He is the (Contractor,Agent, Corporate Officer,etc.) - . - of said owner or owners;and is duly authorized to perform or have.performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowle•:= and belief; and that the work will be performed in the manner set forth in the application filed therewith. . , Sworn to before me this ii/ , , , I fes' day of�C%\(\.INI p /' 20 )5 0-LN ,v--.4\ ,E -&,. ,)A 1 /, , . , .. .. , . _ •, . , Nlb.BUNCH r, ot 4 ,ignature of Applicant Notary Public;State of New Yolk" . No,01BU8185060 , Qualified in Suffolk County Commission Expires April 14,2.L TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD, NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502r� Survey SoutholdTown.NorthFork.net PERMIT NO.' 7 ! Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined ,20 Single&Separate Storm-Water Assessment Form �� /1,...""-- Contact: Approved ,20 / J -41P41110 Mail to: Disapproved a/c b 3 :'9S\ iS� j,� l Phone: �'.'i= p�iCSi Expiration !�6' ,20 l 0_.:13 n t-3coci w\ � rg — Bu-� 'nspector L �r L� , A�� L� jn R APPLICATION FOR BUILDING PERMIT f 1 SAY - 6 2015 �L Date 5/5 , 20/5,--- INSTRUCTIONS I a. T is,a�")li,atip� MUST be ••m letel filled in bytypewriter or in ink and submitted to the BuildingInspector with 4 ll ,.,pp ���1, B.� P Y p se e : ans, accura e p o p an o sca e.Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the,extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances,building code,housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. <144 ,(A/Novetril I (Signature of applicant or name,if a corporation) MI -Jilfia 4 gill( ' clO/I a- o 7A (Mailing address of applicant) ;/oy State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises 1 14 LI R.GS 10 tiaGG N' 6 j S C-,n/f((4 t. , a i'/l-p(Z'DC S X, (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. o- a Plumbers License No. , Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: °U-2--‹ . r,1\ bOuLAA.d 5DIA \6- . House Number Street *:' Hamlet County Tax Map No. 1000 Section 0 'h#1"ocfc=:'�:: `,) Lot }• Itis •,, T.3,`;1Sl=,'ID, , .: 1 Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: ' a. Existing use and occupancy ", 5 7"J)Zy b. Intended use and occupancy - 3. Nature of work(check which applicable):New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost /0O, 000 Fee (To be paid on filing this Vapplication) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars ., 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. V 7. Dimensions of existing structures, if any:Front Rear Depth Height Number of Stories - Dimensions of same structure with alterations or additions: Front Rear Depth Height • ' Number of Stories - - 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front Rear Depth ' 10. Date of Purchase -Name of Former Owner " 11. Zone or use district in'which premises are situated 12. Does proposed construction violate any zoning law, ordinance or,regulation? YES NO" 13. Will lot be re-graded?YES NO , Will excess fill be removed from,premises? YES NO 14.Names of Owner of remises (A E Address • Phone No. V Name of Architect F11CA'' g6SI'fv TQ Address la elk fig,tpPe61.4.,Phone No C .V./3-571 30 Name of Contractor rCitrort�I9 •GQUfQ / ddress 0 p CttiT/L�L ' bPhone No. /�-S1--75-0 C.3 56 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES V NO X * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C.PERMITS MAY BE REQUIRED. . , b. Is this property within 300 feet of a tidal wetland? * YES VNO ?C IF YES, D.E.C. PERMITS MAY BE REQUIRED. V , 16. Provide survey, to scale,with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. ' 18. Are there any covenants and restrictions with respect to this property? * YES NO YV , * IF YES, PROVIDE A COPY. - STATE OF NEW YORK) SS: - COUNTY OF ) V V 660(Z6t -1-rS V V being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the P ,i/LIL4& d/G/ cJ4-Jrfii/11 o t La X �✓��e (Contractor,Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this'application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Swor�on to be ore me this V . Lday of 11 201 _�� L_ DAWN,,MARIE SIEGEL , Notary Public NotatyP,ublic,State of Signature of Applicant No.01$115082958 Qualified in Suffolk County V Commission expires August 4,2017 4 APPEALS BOARD MEMBERS ,� OS �,� ` �'�� Gym Southold Town Hall Gerard P. Goehringer,Chairman 53095 Main Road t cob Lydia A.Tortora ] ; P.O.Box 1170 George Horning +�►� Southold,New York 11971-0959 Ruth D. Oliva = 'jlpl 4b ,i' ZBA Fax(631)765-9064 •Vincent Orlando ,,.+'�� Telephone(631)765-1809 http://southoldtown.northfork.net BOARD OF APPEALS TOWN OF SOUTHOLD FINDINOS,•DELIBFRATIONS AND DETERMINATION MEETING OF DECEMBER 12,2002 .Appl'T No..5255—HOMES ANEW I • • Property Location: 9625-Main Bayview Road,Southold; Parcel 1000-88-3-23.•1. SEORA. DETERMINATION: The Zoning Board of Appeals has visited the, property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions;without an. adverse effect on the environment if the project is implemented-as planned.* PROPERTY FACTS/DESCRIPTION: The.applicant's property,is located on the 9625 Main Bayview Road, Southold. The property contains 41,553 sq. ft. of land area with 186.64 ft. along Main Bayview Road and lot depth of 233+-i feet, and is improved with a two-story frame dwelling structure as shown tin the survey prepared by Pat T.Seccafico,L.S. dated 3/29/01,revised 7/25/02. BASIS OF-APPLICATION: Building Department's November 6,2002 Notice of Disapproval denying a permit to construct certain interior alterations and renovations in a pre-existing nonconforming multi-family dwelling (see Plans 2,,3 and 4 prepared by Frank A. Restituto, Architect, highlighting the proposed alterations/renovations and existing construction details.). The reason that a permit was disapproved is that the existing building has a nonconforming front yard setback at less than 50 feet dud is used'as a multi-family dwelling(preexisting nonconforming use). FINDINGS OF FACT the Zoning Board of Appeals held a public hearing on this application on December 12, 2002, at Which time written and oral evidence was presented. Based upon all testimony, documentation, personal inspection of the property and the area, and other evidence, the Zoning Board finds the following facts to be true and relevant. • AREA VARIANCE/ELIEF REQUESTED: A determination reversing the decision of the building department, or alternatively for grant of a variance is requested under Section 100-243 of the zoning Code. • REASONS FOR BOARD ACTION: On the basis of testimony presented, materials submitted, and personal inspections,the Board makes the following findings: • The Board recognizes that in nonconforming buildings, internal construction, or alterations and renovations are necessary. There are no changes in the size or layout of the existing established footprint of the building covered under the Town issued Certificates of Occupancy and Preexisting Certificate of Occupancy; therefore; no variance application is needed to approve these internal structural changes. IiOARD RESOLUTION: On motion by Member Orlando,seconded by Chairman Goehringer,it was FORM NO. 3 NOTICE OF DISAPPROVAL DATE: January 28, 2015 TO: Homes Anew 1 Ltd. 191 Sweet Hollow Rd. Old Bethpage, NY 11804 Please take notice that your application dated January 16, 2015 For an addition to an existing multi-family dwelling at Location of property 9625 Main Bayview Rd. Southold, NY County Tax Map No. 1000-Section 88 Block 3 Lot 23.1 Is returned herewith and disapproved on the following grounds: The proposed addition to an existing multi-family dwelling, is not permitted pursuant to Article XXIII Section 280-124 which states; "This section is intended to provide minimum standards for granting of a building permit for the principal buildings of lots which are recognized by the town under 280-9, are nonconforming &have not merged pursuant to 280-10." For lots between 20,000 sq. ft., & 39,999 sq. ft. the required front yard setback is 40'. The site plan of the proposed addition, indicates a front yard setback of 10'. Oitic- '. .,__CL-0)&' Authorized Signature „ ilii�„ BOARD MEMBERS �,iif'OF $o(/�, = Southold Town Hall Leslie Kanes Weisman,Chairperson �0 V\ y_ N 53095 Main Road•P.O.Box 1179 ,s O Southold,NY 11971-0959 Eric Dantes ; s ; Office Location: Gerard P.Goehringer ; G ., ., : ,�` Town Annex/First Floor,Capital One Bank George Horning �p •,,.�_�•�es° 54375 Main Road(at Youngs Avenue) Kenneth Schneider --- 'CQI/ (,��'�>i�f Southold,NY 11971 S,... .t L� �rr t� 11 http://southoldtown.northfork.net I i 1. ONING BOARD OF APPEALS 'Llfl TOWN OF SOUTHOLD MAY 2 8 2015 fes' el.(631)765-1809•Fax(631)765-9064 F IN e S,DELIBERATIONS AND DETERMINATION El ' .PT MEETING OF MAY 21,2015 tO,'.,, . Uti,i_D ZBA FILE: 6853 NAME OF APPLICANT: Homes Anew 1 Ltd. PROPERTY LOCATION: 9625 Main Bayview Road, Southold,NY SCTM# 1000-88-03-23.1 SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without further steps under SEQRA. LWRP DETERMINATION: The relief, permit, or interpretation requested in this application is listed under the Minor Actions exempt list and is not subject to review under Chapter 268. PROPERTY FACTS/DESCRIPTION: Subject property is non-conforming with .89 acre in the R40 Zone District. It is improved with a multi-family dwelling. It has 180.64 of frontage on Main Bayview Road, 232.93 feet along the northern property line, 170.74 feet along the eastern property line and 232.93 feet along the southern property line as shown on the site plan prepared by Frank A.Restituto,Architect dated 12/24/2014. BASIS OF APPLICATION: Request for Variance from Article XXIII Section 280-124 and the Building Inspector's January 28, 2015 Notice of Disapproval based on an application for building permit for an addition to existing multi-family dwelling, at; 1) less than the code required minimum front yard setback of 40 feet. RELIEF REQUESTED: The applicant requests a variance to reconstruct, in-kind and in-place, a pre-existing front porch/entrance having a 10 foot front yard setback where the code requires a minimum of 40 feet. ADDITIONAL INFORMATION: The subject structure has a Pre-Co, #128 M-R dated Dec. 12, 1972, for "5 permanent occupancy apartments". FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on May 7, 2015, at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property and surrounding neighborhood, and other evidence,the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law $267-b(3)(b)(1). Grant of the variance will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The reconstruction, in-kind and in-place, of the front porch/entrance will appear the same as what presently exists and therefore not change the character of this neighborhood. age 2 of 2—May 21,2015 ZBA#6853—Homes Anew 1 Ltd. SCTM#1000-88-3-23.1 2. Town Law $267-b(3)(b)(2). The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance. The structure exists in its pre-existing non-conforming location and therefore any reconstruction within those non-conforming locations will require a variance. 3. Town Law 267-b(3)(b)(3). The variance granted herein is mathematically substantial,representing 75%relief from the code. However,the variance is to an existing open porch being reconstructed in place and in kind. 4. Town Law $267-b(3)(b)(4) No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code. 5. Town Law$267-b(3)(b)(5). The difficulty has been self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. • However, to the extent that a structure ultimately and unavoidably requires some reconstruction and/or alterations to allow for reasonable improvements to continue the safe use of the structure, the need for variance relief is not self-created but created by the zoning code that now prohibits activities which at one time were not prohibited. 6. Town Law 4267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of reconstructing, in-kind and in-place, a pre-existing front porch/entrance, while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Schneider, seconded by Member Goehringer, and duly carried,to GRANT the variance as applied for, and shown on the Architectural Drawings, sheets 1 thru 7, all dated 12/24/2014,prepared by Frank A. Restituto,R.A. Any deviation from the survey, site plan and/or architectural drawings cited in this decision will result in delays and/or a possible denial by the Building Department of a building permit, and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation from the variance(s) granted herein as shown on the architectural drawings, site plan and/or survey cited above, such as alterations, extensions, or demolitions, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. Pursuant to Chapter 280-146(B) of the Code of the Town of Southold any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured,and/or a subdivision map has not been filed with the Suffolk County Clerk,within three (3)years from the date such variance was granted. The Board of Appeals may,upon written request prior to the date of expiration, grant an extension not to exceed three (3) consecutive one(1)year terms. Vote of the Board: Ayes:Members Horning,Dante, Goehringer and Schneider. Absent was:Member Weisman (Chairperson). This Resolution was duly adopted(4-0). 0/1-1L Leslie Kanes Weisman, Chairperson Approved for filing S7 '= 7/2015 sowz. ,h Scott A. Russell •�-°sUFFQ�� ST(0)RM[WA.T]ER SUPERVISOR MAN A(GfJEM[JENT SOUTHOLD TOWN HALL-P.O.Box 1179 tQ ,1 53095 Main Road-SOUTHOLD,NEW YORK 11971 C 'f �� Town of So u th o`d ,''••.,,,,u•'' CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) ; �Y Z-015 DOES THIS PROJECT INVOLVE ANY OF THE FOLLOWING: Yes No (CHECK ALL THAT APPLY) ❑® A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ❑p B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. El El C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑ 1 D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑® E. Site preparation within the one-hundred-year floodplain as depicted on FIRM--Map-of-any watercourse.----- --- ®❑ F. Installation of new or resurfaced impervious surfaces of 1,000 square f-- - e s --finless prior approval of a Stormwater Management nabjnir& 'i' �i .s received by the'Town and the proposal includes in-kind rep+a c.t ent of impervious surfaces. you answered NO to all the t uestions above, STOP! Complete the Applicant section below with your Name, 'gnature, Contact ion, I ate & County Tax Map Number! Chapter 236 does not apply to your project. If you answerdd�YES�to one or ii$•e of the above, please submit Two copies of a Stormwater Management Control Plan and Jitnd�C ec List Form to the Building Department with your Building Permit Application. APPLICANT: (Property Owner,Design Professional,Agent,Contractor,Other) S.C.T.M. #: 1000 Date: District NAME �6t1 6 tri S - 4 a t ( 56 1c Section Block Lot FOR BUILDING DEP:tR"FMFNT USE ONLY "" Contact Information 631-752)-633 r 'relcpLom Nwnbd I v Reviewed By. y ^\ ,INAp = 7N \ Date. 5-L---I Property Address / Location of Construction Work: 1615- pow 1341 V160 /�D ElApprovedfor processing Building Permit. 6 ' G�- Stormwater Management Control Plan Not Required. S 001140 0 N,y, Stormwater Management Control Plan is Required r (Forward to Engineering Department for Review) FORM # SMCP-TOS MAY 2014 • APPLICANT. S.C.T.M. #• 1000 ...r"s„ •• CHAPTER 236 (Property Owner,Design Professional,Agent,Contractor,Other) �,- •• Q /r.tea r S ? 3 ( a _ Stormwater Management Control Plan CHECK LIST Section Block Lot i . NAME. N yrP n 5 z S M C P -Plan Requirements: Provide ONE copy of the Building Permit Application. ' ° `�•� ;� ` X31 ?�� �3P Date: ` 3 yy a.•, * The applicant must provide a Complete Explanation and/or Reason for not providing lure TcIep1 Number 5'-4 r/J o4*-'1` 1 all Information that has been Required by the following Checklists 1. A Site n drawn to scale Not Less that 60' to the inch MUST e NO NA If You answered No or NA to any Item, Please Provide Justification Here! show all of the following items: If you need additional room for explanations, Please Provide additional Paper. a. Location & Description of Property Boundaries I b. Total Site Acreage. r/ c. Existing- Natural & Man Made Features within 500 L.F. of the Site Boundary as required by§236-17(c)(2). d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water. - • - e. Limits of Clearing & Area of Proposed Land Disturbance. t/ �ROBION a`StEI�1�lE CONTROLS f. Existing & Proposed Contours of the Site (Minimum 2'Intervals) 5ha11 Include but not be limited to: g. Location of all existing & proposed structures, roads, _- well maintained Construedon Entrance, driveways, sidewalks, drainage improvements & utilities. Fire Backe�Silt Feraein�,stabili�atibn & h. Spot Grades & Finish Floor Elevations for all existing& Seeding of exposed an �r inactive soils, proposed structures. 1. Location of proposed Swimming Pool and discharge ring. j. Location of proposed Soil Stockpile Area(s). ( r/1 k. Location of proposed Construction Entrance/Staging Area(s). EZI I. Location of proposed concrete washout area(s). 0 DRAINAGE INSPECTIONS ARE REQUIRED ill. Location of all proposed erosion&sediment control measures, j/ Contact TOS Engineering at 765-1560 before 2. Stormwater Management Control Plan must include Calculations showing i Backfill, OR Provide Engineer's Certification that the stormwater improvements are sized to capture,store,and infiltrate that the drainage has been installed to Code. on-site the run-off from all impervious surfaces generated by a two(2")inch rainfall/storm event. 3. Details&Sectional Drawings for stormwater practices are required for approval. r'1 Lr, i,; I vi f= 1 7 Items requiring details shall include but not be limited to: • Ui 1: I a. Erosion & Sediment Controls. I 1;I b. Construction Entrance & Site Access. i` I ` MAY 14 205 ! '' c. Inlet Drainage Structures (e.g.catch basins,trench drains,etc.) VI . d. Leaching Structures (e.g. infiltration basins,swales,etc.) i/ ' “" I OR ENGINEEI DEPARTME►" USE ONLY > '" I 'U'. ,,1- Oiiii4011) , Additional Information is Required. Reviewed & / I ..II Stormwater Management Control Plan is Not Complete. Approved By. VII/Lo, - if II i Stormwater Management Control Plan is Complete. Date 5/POS s l .I / : SMCP has been approved by the Engineering Department. f l; ' FORM # SWCP Check List -TOS MAY 2014 sii ea ,� Town Hall Annex '�•t� - Gy i Telephone(631-1802 54375 Main RoadFax(631)734-9502 P.0. Box 1179 a Southold, NY 11971-0959 `�0 1‘ , dol lz°of'� BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION . • Date: - • • a, Owner• 1N<A\- Z,5A_&.11C,e,5'• Gf\6_ .e._SS-P�-iO� -� v�� ,�'�OY'lsP,s —4-nG- 0 1 Location of Property: cid' t •3\ow1=` i/le-U1 � �V.o\8., , Please take notice that the (check applicable line): New residential structure • , - Addition to existing residential structure ,-- Rehabilitation to an existing residential structure to be constructed or performed at the subject property reference above will Utilize (check applicable line): ,,. Truss type construction (TT) . , . - _ . • • Pre-engineered wood construction (PW) Timber construction (TC) in the following location(s) (check applicable line): • „ Floor framing, including girders and beams (F) Roof framing (R) , Floor and roof framing (FR) Signature: A . . .•: t. ._ Name (person submitting this form): Gos'L66 6T TS .',i., `' . , Capacity(check applicable line): - Owner „ - _ , ' Owner representative TrussResRegl5.docx Effective 1/1/2015 . .tiff..!n t-:.''.:: -i:1:T•:? ...,, ..I t.' • •el:7.:. •"..-•yr..:...,w .r.�.w..!�,....a-M�. i:5Viti�.:1�Ynl^1t.:A.if:t 1:.:��. zsz11ti 1..:...::..:..'�..iit. - 6" DIAMETER -. - REFLECTIVE RED ROMAN ALPHANUMERIC - -PANTONE - -DESIGNATION'OF CONSTRUCTION (PMS)#187 ".i TYPE BASED_ xON SECTION 602 OF THE BUILDING CODE OF NEW YORK STATE • • 2�� MIN. • - REFLECTIVE • • WHITE • 4 ' . 1/2" STROKE - : . , ' . ` . - - • • - -. • ---- -------------------- ••-- -• -DESIGN-ATION-FOR`S'I`RUCTUR:AL - --....- • -_ C.OMPONENT_S,TUAT AItE OF,_ _' TRUSS CONSTRUCTION - "F" FLOOR FRAMING, INCLUDING GIRDERS AND BEAMS• " . - "R" ROOF FRAMING . • "FR" FLOOR AND ROOF FRAMING • - - TRUSS IDENTIFICATION!SIGN - r- C,O>ViPL_IANCE WITH 19 IJI(CRR PAR1-.126541 e . ' •. • ,_NOTTO9 LE .: `CODES D{VISION �n� E-i-pUSS Ian��IC/�TIGNSIGN DA E:O O .r� C/V`V V 11-L1="TRUSSVC_I V 1 i 1 'l�'11 1 - ` 'i . NEW YORK STATE DEPARTMENT OF STATE =a' {T f OF CODE ENFORCEMENT ;DEPARTMENT;,0 STAFF- , AND ADMINISTRATION ,. .. e '-. .:..:r ,✓ `r••' .,.i r .. ...•:r•!+.v .„ ,Y' .F•.:`^..r-...."...r;•;,,:,.'::,,?.,,w.:r:•i:?t.,,„-ni.:%cr+'° Pi.+K.V+'ta+.`a'•:s3r.....,l•`:`. ,'''0 S0// 117 Town Hall Annex jig • Telephone(631)765-1802 54375 Main Road O th t P.O.Sox 1179 t+ roger richerta.own So o .nv.us Southold,NY 11971-0959 Yet e,Umtv:., BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: gAatn CA2 6...1 sit _ Date: ' 3261 ► b Company Name: t�� ����s s-c -1/4A L S i Name: gakav‘ Q kej sk . . • License No.: 43 gs - 111. r Address: 3 fp4-Prv‘ a 514026 im-+i ? !4y 117 Phone No.: X16- 852--35 o S j JOBSITE INFORMATION: (*Indicates required information) *Name: M f S A N c t.7 L. 1 J) *Address: 62‹ 011 h a Ji C hl 200.0 *Cross Street: -,qct)g `A.• *Phone No.: Sl,b•-15.2-3 So g i Permit No.: 3 of 9-11 i. Tax•Map District: 1000 _ Section: 1313 - Block: ''� Lot 2:5 *BRIEF DESCRIPTION OF WORK(Please Print Clearly) • v�5 -- o r . QM-&%tJ (AutoIPS Derfc-1bR-`'� 1tme 1Ie'i-Pr E, • (Please Circle All That Apply) *!s job ready for inspection: NO Rough In *Do-you need a Temp Certificate: YESNO Temp Information(If needed) • _ *Service Size: 1 Phase 3Phase 100 150 200, - 300 ,, .350. 40O Other • *New Service: Re-connect Underground Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE 1NITH APPLICATION • 1324Request for Inspection Form • ==_�; '- _i. -- -tis,.: .. -�--- - = :c am!'7 7 = - - 1 7 /. _:":•:-''' ,'' . Tt W OF SOUTH*LD LD 5 3'-',O�EEITY. FIEC.* M Rtt-,_C lr*:R® 0 M-1;1 • ' OWNER " STREET (:96 -Z '5- /'- VILLAGE ) DIST. SUB. LOT 7. I --_J :: r'0_' . �10� L. .1 -I . - .. `i� =. •U, cv .'.4Z d. •/ .,•_ 5 FORMER-OWNER 1 ' ' -ACR. ',t Y7:1 l,:k•-.- c:�4014=L` 0 =`N (f ff.:76,Mo- E„r' �o",�7^t,:.• ,-%,::o!es. ;, 1r'90- ..f -drie: - ,s4.et a'� �.1s/--�- . S l� P W TYPE OF BUILDING - - c2..v+r 4!:i �"�7..;. v . /3c�-c� !i.,- • ,moi. /.!✓ / 4.7.,47;-4/,a.... 1- -- j ,c _t�. !` > ! ice: .:c, SEAS. VL. (/ FARM COMM. CB. MICS. Mkt. Value LAND IMP. TOTAL DATE REMARKS al,,,_ y f .c...-0---(-0____ /2.el. _‘ (90e9 ,d Ca Z G4. -3k' , 1y 6-)..,),..0• a,��:1-,72c`4t:f - /97 / t.-:61:-," - . -,7-4:,/:-IU=Y' 9- 0:`.4''-=- /-- /?: '- .o-oi9 z- l w.,..l.e.. .1, - ci-t. , / ': .-.74:1=" ' *:-. Vv . :•9/'.•L .i1 :21----/`-zs://77. Sr4t ft/� '/7 .- . D 6 a 1p /o f ,� L - X13.3 rr rf. C�C�.r 6///P'Y o- n.r NcrP.Qs �`�c.tcs �'4:Jc� - I'7c l0, 300 Il /Pl 70/76, !1'�,4,ii gip L 94 �'aG,vcie,pr s toyrrP.s_Tye 1 . 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Legal Name and address of Insured(Use street address only) lb.Business Telephone Number of Insured (631)750-6338 Performance Contracting of Long Island, Inc. ic.NYS Unemployment Insurance Employer 350-D Central Avenue Registration Number of Insured Bohemia, NY 11716 Work Location of Insured(Only required if coverage is specifically ld.Federal Employer Identification Number of Insured limited to certain locations in New York State,i.e.,.a Wrap-Up or Social Security Number Policy) 26-3583180 2.Name and Address of the Entity Requesting Proof of 3a.Name of Insurance Carrier Coverage(Entity Being Listed as the Certificate Holder) Commerce&Industry Evidence of Insurance 3b.Policy Number of entity listed in box"la" WC19396107 3c.Policy effective period 9/1/2014 to 9/1/2015 3d.The Proprietor,Partner or Executive Officers are Ix]included. (Only check boa if all partners/officers included) [ ]all excluded or certain partners/officers excluded. This certifies that the insurance carrier indicated above in box "3" insures the business referenced above in box "la" for workers' compensation under the New York State Workers'Compensation Law.(To use this form,New York(NY)must be listed under Item3A on the INFORMATION PAGE of the workers'compensation insurance policy).The Insurance Carrier or its licensed agent will send this Certificate of Insurance to the entity listed above as the certificate holder in box"2". The Insurance Carrier will also notify the above certificate holder within 10 days IF a policy is canceled due to nonpayment of premiums or within 30 days IF there are reasons other than nonpayment of premiums that cancel the policy or eliminate the insured from the coverage indicated on this Certificate. (These notices may be sent by regular mail.) Otherwise,this Certificate is valid for one year after this form is approved by the insurance carrier or its licensed agent,or until the policy expiration date listed in box"3c",whichever is earlier. Please Note: Upon the cancellation of the workers' compensation policy indicated on this form, If the business continues to be named on a permit,license or contract issued by a certificate holder,the business must provide that certificate holder with a new Certificate of Workers' Compensation Coverage or other authorized proof that the business is complying with the mandatory coverage requirements of the New York State Workers'Compensation Law. Under the Penalty of perjury,I certify that I am an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has the coverage as depicted on this form. Approved by: Evan Bower (Print name of authorized representative or licensed agent of Insurance carrier) 6nAApproved by: . 4/23/2015 (Signature) The B&G Group, Inc (Date) Title: PRESIDENT Telephone Number of authorized representative or licensed agent of insurance carrier: 516-576-0400 Please Note:Only insurance carriers and their licensed agents are authorized to issue the G105.2 form.Insurance brokers are NOT authorized to issue it. C-105.2(9-07) www.wcb.state.ny.us PERFO01 OP ID: TP - AC-Q a CERTIFICATE OF LIABILITY INSURANCE DATE(MMIDDNYYY) 04/22/2015 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED,the policy(les)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder In lieu of such endorsement(s). PRODUCER CONTACT Main Street America Group-No P o Northeast Agencies Inc FAx Northeast Region (AIC No,Ext):866.676-3849' (A1C,No):866-332-4776 Po Box 2027 ADDRESS:servicecenterrmsag roup.com Keene,NH 03431 Northeast Agencies Inc INSURERS)AFFORDING COVERAGE NAIC 0 INSURERA.Main Street America Assurance 29939 INSURED Performance Contracting of INSURER B:NGM Insurance Company 14788 Long Island Inc 350 Central Ave Ste D INSURER C: Bohemia,NY 11716 INSURERD: INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. I TR TYPE OF INSURANCE ADD BUBR POLICY EFF POLICY EXP INSD WVD POLICY NUMBER (MMIDDIYYYY) (MMIDD/YYYY) LIMA A X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 CLAIMS-MADE D X1 OCCUR MPU8827G 05/16/2014 05/16/2015 AMAGETo(Ea RENoccurTEDrence) 500�000 _ PREMISES $ 05/16/2015 05/16/2016 MED EXP(Any one person) $ 10,000 0 PERSONAL&ADV INJURY $ 1,000,000 GE AGGREGATE LIMIT APPLIES PER , GENERAL AGGREGATE $ 2,000,000 X POLICY JECT LOC PRODUCTS-COMP/OP AGG $ 2,000,000 OTHER $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ (Ea accident) ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS AUTOS HIRED AUTOS AUTOS NON-OWNED (Perraccident) DAMAGE $ — X UMBRELLA LIAB X OCCUR EACH OCCURRENCE $ 3,000,000 B EXCESS LIAB CLAIMS-MADE CUU8827G 05/16/2014 05/16/2016 AGGREGATE $ 3,000,000 DED X RETENTION$ 10000 $ WORKERS COMPENSATION PER OTH- AND EMPLOYERS'LIABILITY YIN STATUTE ER ANY PROPRIETOR/PARTNER/EXECUTIVE EL EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? N I A (Mandatory In NH) E L DISEASE-EA EMPLOYEE $ If yes,describe under DESCRIPTION OF OPERATIONS below E L DISEASE-POLICY LIMIT $ •0 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space Is required) 0 CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE FOR*************************** THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. IN FORMATIONAL***************** PURPOSES********************** ONLY************************** AUTHORIZED REPRESENTATIVE I ' @ 1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014101) The ACORD name and logo are registered marks of ACORD STATE OF NEW YORK WORKERS'COMPENSATION BOARD CERTIFICATE OF INSURANCE COVERAGE UNDER THE NYS DISABILITY BENEFITS LAW PART 1. To be completed by Disability Benefits Carrier or Licensed Insurance Agent of that Carrier la. Legal Name and Address of Insured(Use street address only) lb.Business Telephone Number of Insured 631-750-6338 PERFORMANCE CONTRACTING OF LONG ISLAND lc.NYS Unemployment Insurance Employer Registration 350-D CENTRAL AVE Number of Insured BOHEMIA,NY 11716 PENDING ld.Federal Employer Identification Number of Insured or Social Security Number 263583280 2. Name and Address of the Entity Requesting Proof of 3a. Name of Insurance Carrier Coverage(Entity Being Listed as the Certificate Holder) HARTFORD LIFE AND ACCIDENT 3b.Policy Number of entity listed in box"la": LNY-640910 3c. Policy effective period: 10/01/2014 to 09/30/2015 4.Policy covers: a.® All of the employer's employees eligible under the New York Disability Benefits Law b.0 Only the following class or classes of the employer's employees: Under penalty of perjury,I certify that I am an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has NYS Disability Benefits insurance coverage as described above. . .vits ttite.afit Date Signed 4/27/2015 By (Signature of insurance carrier's authonzed representative or NYS Licensed Insurance Agent of that insurance carrier) Telephone Number (800)454-7020 Title Manager IMPORTANT* If box"4a"is checked,and this form is signed by the insurance carrier's authorized representative or NYS Licensed Insurance Agent of that carrier,this certificate is COMPLETE. Mail it directly to the certificate holder. If box"4b"is checked,this certificate is NOT COMPLETE for purposes of Section 220,Subd.8 of the Disability Benefits Law.It must be mailed for completion to the Workers'Compensation Board,DB Plans Acceptance Unit,20 Park Street,Albany,New York 12207. PART 2. To be completed by NYS Workers'Compensation Board(Only if box"4b"of Part 1 has been checked) State Of New York Workers' Compensation Board According to information maintained by the NYS Workers'Compensation Board,the above-named employer has complied with the NYS Disability Benefits Law with respect to all of his/her employees. Date Signed By (Signature of NYS Workers'Compensation Board Employee) Telephone Number Title Please Note:Only insurance carriers licensed to write NYS disability benefits insurance policies and NYS licensed insurance agents of those insurance carriers are authorized to issue Form DB-120.1. Insurance brokers are NOT authorized to issue this form. DB-120.1 (5-06) oilpS SOU, Town Hall Annex tI A.jig l0 : Telephone(631)765-1802 54375 Main Road 1 Fax(631)765-9502 P.O.Box 1179 Q � Southold,NY 11971-0959 • � 1� BUILDING DEPARTMENT TOWN OF SOUTHOLD March 10, 2016 Homes Anew 1 Ltd. 191 Sweet Hollow Road Old Bethpage, New York 11804-1314 Re: 9625 Main Bayview Road, Southold TO WHOM IT MAY CONCERN: The items marked below are required to obtain your Certificate of Occupancy. Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. heBu'Iding_Inspector_is_requesting an electrical survey of the entire house. A fee of$50.00. 4-me.d. rftrrA ` eFinal Survey with Health Department Approval. Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84) Trustees Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board Approval. (Planning#765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. Final inspection by Building Dept. Final Storm Water Runoff Approval from Town Engineer BUILDING PERMIT: 39771-Z alterations L _i GUARANTEES OR CERTIFICATIONS ME NOT TRANSFERABLE UNDERGROUND UTRmEB ILJE -i. ALTA/ACSM LAND TITLE SURVEY EASEMENTS NOT SHOWN AND UTILITY POLE LOCATIONS ARE NOT LIARMOEPD. .I OF DESCRIBED PROPERTY THE OFFSET DIMENSION SHOWN HEREON FROM THE STRUCTURES TO THE PROPERTY LINES ARE FOR SPECIFIC ENR PURPOSE AND USE THEREFOREDOLS, ARE Nor W NG,'JAED TO GUIDE THE SITUATED AT ERECTION OF FENCES, RETAINING WALL^+, POOLS,PATIOS,PlANRNO MEAS R`.ROAD ADDITION TO BUILDINGS AND OTHER CONSTRUCTION. THE EJOSIENCE OF RIGHT OF WM.GUARANTEED WETLANDS AND/OR EASEMENTS OF RECORD,IF ANY, NOT SHOWN 1 BAYVIEW, TOWN OF SOUTHOLD ARE NOT GUARANTEED UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF En SECTION 7200 OF THE NEW TORE STATE EDUCATION LAW COPIES OF THIS SURVEY MAP / SUFFOLK COUNTY, NEW YORK NOT REARING THE LAND SURVEYORS SIGNATURE AND RED INN OR EMBOSSED SEAL SHALL '� NOT BE CONSIDERED A TRUE VALID COP/. MAIN ~HE 1IS.C.T.M. NO. 1000-88-3-23.1 t AREA = 41,553 SQ. FT. 1 ELEVATIONS ASSUMED DATUM KNOWN AS: 9825 MAIN BAYVIEW ROAD, SOUTHOLD, N.Y. RAND TNDae OR r , T Y rr i 1'' FIRM MAP NUMBER 36103C0186 G LINA NOW OR FORMERLY NTS ' r ? ZONE C f.TIRISTOPHER J &MARGARET DR= S 80'02'40"1+' 48.80 I pow maw 3 5179'00' 124.74' ELLE E F ~' _ FE.aa,N` 1.1 , 1 SET MON ,• ALL 9704T CERTAIN PIECE OR PARCEL OF LAND LYING AND BEING DT MYHRE TOWN OF SOUTHOLD SL 1131 COUNTY OF SUFFOLK AND STATE OF NEW YORE AND BRING MORE PARITCCUARLLY BOUNDED .'YL , SAO NOW OR EOM= AND DESCRIBED AS IOLLOws. mass=AT A PowON 79W NORTHSIDE OF MAINSAYV181T ROAD.(IIID POSIT OR PL/CE OF 41.0' I • DEODTMNO BEING 1E0.10 Fs=NOSILY ALONG SAID LINE OF RAW DAME ROAD I 180.18 FELT FROM A CONCRETE YOT NUMSRZ 8EAT TAB SOUTHPSSELY CORNER OF LAND NOV FE.COR 0.911 `�sr'112.4 I OR FORMERLY OF MAILON DIC6SRSON, RUNT=MEI=ALONG TRY NORTHERLY BIDE OF PAIN BAIT=ROAD 7118 FOLLOWING TWO COURSES i 1)�)NORTH 51 DEGREES A2 zoom 20=COLTS WEER A DISTANCE OF 19884 FELT TO A mums MONUMENT NORTH DEGREES MINUTES S2CCEM RUNNIER TRENCH NORTH 85 DEGREES 04 20 SECONDS A� TO 8EE FEET TO A MONWOPNT, I RUNNING THENCE SOUTH 00 DEGREES 02 MINUTES 40 SECONDS EA8L A DISTANCE OF 46.80 FELT A MONUMENT: RUNNING THENCE SOU1A 01 DEGREES 29 MINUTES 00 SECONDS EMS A DISTANCE OF 12474 FEET TO A MONVU . RUNNING THENCE OP as DEGREES DAPDISTANCE OF 897 FRET ro THE worn=�E MARI 205W ROA, ORSIOSTOR PLA BEGINNING. 1 P.g 2 \ to 1 1 ii LAND NOT OR FORMERLY q. THOMAS FA ROSEMSN C.STORM 4 o I o CERTIFIED TO: U.S. DEPT. OF HOUSING AND URBAN DEV. (HUD) LE FAMILY RESIDENCE & ESSENTIAL ENTERPRISES. INC. Ca°' DL.109.3 I law EI.1114_11_,....46 ID. rA I',mt, TO U.S. DEPT. OF HOUSING AND URBAN DEV. (HUD) r— / COM 7. 90.7' AND FAMILY RESIDENCE & ESSENTIAL ENTERPRISES, INC. . COV. I THIS IS TO CERTIFY THAT THIS MAP OR PLAT / / 111 : FOV D,1TIDx I O AND THE SURVEY ON WHICH IT IS BASED WERE MADE IN / // rii a 7 W 109 ACCORDANCE WITH MINIMUM STANDARD DETAIL REQUIRMENTS • ' 2 8 I FE.DOR I os FOR ALTA/ACSM LAND TITLE SURVEYS. JOINTLY ESTABLISHED I // colla ciAND ADOPTED BY ALTA AND ACSY IN 1992. AND INCLUDES Ir N.j 96.9' CD7 D'i9 W4' 10 e1 I ITEMS 1,2.8.4,7,8,9,10,11,12 8e 13 OF TABLE A THEREOF, AND 1 Vii 2 STY.Fe. 13 1g PURSUANT TO THE ACCURACY ,r 1S AS ADOPTED, Y ALTA I g DWG II g r� AND ACSM AND IN EM CT 0: 4!),,,;,1. _7,a�; OF THIS CER ICATION 1A I 1 BTT w1 OF A SUBURBAN SURVEY. ' ' o M DATE: 3/29/2001 1� 7 ' SI.1092 T'tii 101.0' , , P79R_I POINT OF BEGINNING Q 1 ,:-,,.',,: 9 V N.Y.S. LTC. NO. 14926 I, 1121.___________...--- 116 '02,10 .YON. FD MONimi 111 , E°L ua 02 4 \ m to j 6'020' N 51'2. �^ EL 100.2 120.18' 13a%, WIDERORO SEPTIC • ma • OVER PROP LOVE X8.82. I --- PAT T. SECCAFICO, P.L.S. ,� ``\ sir/ILS R CM.lA9tS 1 — SUCCESSOR TO — ER ORD N BAYVIEW ROADDONALD TASE, L.S. 04 07.2 ._ Bs FS ( 88' R.O.W. ) 2.5.+�ASPHALT ROAD 0.1, 98.1 RICHARD WILHELM AND ASSOCIATES Y,ies - ER 9a6 PROFESSIONAL LAND SURVEYORS '~` NYP#64 .328A Main Street 41 Centre Street 30 0 30 60 80 Center Moriches, NY 11934 Sayville, New York 11782 ■,■� (631) 878-0120 FAX:(631) 878-'7190 (631) 567-4773 [ GRAPHIC SCALE: 1"=90' REVISED: 7/25/2002 TIE DISTANCE COPYRIGHT N.Y.S. LIC. NO. 049287 FILE NO. T8402 SCALE: 1" = 30' DATE: 3/29/2001 (....."- < 18'-0' max , > -..... r ---- 8" CAST IRON DRAINAGE CALCULATIONS TEST CORING DATA _ TRENCH DRAIN PAVEMENT AREA 1 ASPHALT PAVEMENT = 7671 SF X . 17' (2" RAINFALL) = 1304 CF 0�iiiiiii1304 CF/68.42' CF/ FT DRYWELL CAPACITY = 19'-0" Demi SPOON SPOON SAMPLE MATERIA. QQQQQ USE 2 - 10' 0 DRY WELLS X I o'-0" DEEP = 20'-0" FEET &CMS NO. TEST BORING ELEV 20.0' 101066 WWF 2"X2"X36" 0000110 1 .0 SANDY TOPSOIL WITH FILTER FENCE Q�� QOQ ROOF AREA 2 MESH c� POST <:,. .4•4,44.. . ..QO ROOF AREA = 1397 SFX . 17" (2" RAINFALL) 238 CF MDQ s ND. - k 0 238 CF/42.2 CF/ FT DRYWELL CAPACITY = 5'-8" I AND SILT,SOMEGRAVEL. O >OOQ I� USE I- 8'-0" 0 DRYWELL X 61-0' DEEP Trace Roars mw Q 2 1 5M 10-65 5.0 GRADE GRADEliiii GRADE - ROOF AREA 3 o ROOF AREA = 1402 SFX . 17" (2" RAINFALL) = 238 CF I - -iT`>l -I I I I=I(I -I I I I=II b 238 CF/42.2 CF/ FT DF',YWELL CAPACITY = 5'-8' 2 2 2 = - --' ^ �-T + - ,� - - - USE I - 8'-0" 0 DRYWELL X 6'-0" _ _ _ _ LINE OF 3 3 COARSE _ _ IMBEDMENT • - - REINFORCED ROOF AREA 4 co 3 MIDBROWN D _ _ - _ _ - - CONCRETE ROOF AREA = 1210 SF X . 17" (2" RAINFALL) = 206 CF 10.0 GRAVEL TRACE SILT _ - _ = I v TRENCH 20G CF/42.2 CF/ FT DRYWELL CAPACITY = 4'-10" 5 7 4 sr 845 = _ _ _ _ _ , USE I - 81-0" 0 DRYWELL X 6'-0" COARSE TO FINE HC E ,‘"-ID K"',7 :IDIEUtIlL BROWN AND uGrrt I a DROWN SAND,SOM! '�♦♦♦ MEDIUM TO FINE 21:-Li] r . ;� _1►\�11 Q I nl _ I I I��ATIL0GRAVEL l EI ��JJ ���1 1 Ll �I�,♦Io**.0.� 15.0 5W 8-65 �T® �C� ����.�n r/�1-` C 6 7 5 NOT TO SCALE �♦��♦4� '.` Q WATER 18'-0" +1- NOTE: INSTALL SILT FENCING AROUND ALL EXCAVATIONS IN STRICT �':♦'i♦44�. li - _ ACCORDANCE WITH THE TOWN OF SOUT HOLD ENGINEERING DEPARTMENT REQUIREMENTS S 5 I°23'00" E 124.74 `VIA ♦ ` ________\ BELOW GRADE x}6.00 '♦ ..0.14• 20.0Q i E T 5 7 6 t',A 7 ` ` 9 ♦ !& ♦ �1 4.4 25.0 12 12 7 APPROXIMATE LOCATION OF \ m I ;��`♦.�*.�♦���, `• < 0 0�IXISTING WELL � � S •�� �I ♦�,♦��� - 7 1 ♦ I i► --� .vim , END OF BORING a , �(�Ob ID 25 ••• ♦♦��r��•♦�• '- ••• o0 N `�'' 12801/10 cab 6�'` ��� els 1� `•��♦`'�41, �- •••'• 00 •00% . V* *V00•00000;x0I < ,--, 1;: 1 > g CAST IRON FRAME AND \ ��• �•••� '�� COVER TO GRADE 7-0 +/- 43'-O" / \ ;••••,,��`.:••�•��� a GRADE 0 ��� APPROXIMATE LOCATION OF •,, ����i• •��• INLET EXISTING RESIDENCE �v��7�v o CCI 0 C . + •ev 25.25 ®®T A ��� �® OlS.�iulel Ca O NOTE INLET AND OUTLET TO BE • .� } C MIN 2400 CLASS PIPE 1/8" + elev 25.0 • . ;`S' • 0 = C PER FT PITCH \ a • t = = = C / N C D = C /- ILJ i . IF, CO = o 0 o C CoCo ll oAVllo I Ill OW-@@=S=2331011 C = 0 0 CI / \ 2" MIN ABOVE I b DWG. FAR GROUND WATER • I I _ APPROXIMATE LOCATION 8'-O" - I O'-O" (PAV) PARKING AREA cmp N� OF TT1EIXI TING SANITARYU4 \ ENSION5 _�i SYSTEM (V RIFY IN FIELD) J DDIE /J 1AT,�1 , 12 ,j17 RT\®u MD OCAUIE ALT NOTE S4 LYJ -- _ - c .005 NEW (ENTIRE POOL TO BE IN CLEAN SAND AND GRAVEL) p i NEW CONCRETE 65�,(y" SID ONCRETEALKS SEE ALT (� .+ elev 22.5 ._\ SIDEWALKS SEE ALT %NOTE 3 00ColTo o Il�-00-Z3-227Z 12/24/2014 • p/i NOTE 53 • tsi w \ ROOF AREA 4 / g ;/ 1 �� ]� + lev 23. I - \ 0 1p ir.. Iiii I'-2" ASPHALT TOP SoCoiroP11. 114D1040-33-20 \ \ I r. Ew r' /"j� / I Om ., ;, 1 COURSE GRADE .c 4 C. LATFORM � � / U y`' iiNI- 1-11111-11111-nui ,�_ • (9'X •) S•�i ..4.44" 0 4 p -Qi • .• 1-11111IIII ,; i 5 BLENDED ° =VIII-VIII= 'BAS [1 E •° •• ,• _ =I I' NOTE: ALL DIMENSIONS FOR • • I=I I I I I- I EXISTING NEW ROOF REA 2 SIDEWALKS ARE APPROXIMATE AND O • I' 0+ elev 20.0 = I l� 141111:---== I PARKING RAMP SUBJECT TO FIELD VERIFICATION Fl In g Tiii=I1 I I1 11111 i I I I1 11111--- I'' NOTE: PATCH AND REPAIR ALL DETERIORATED, CRACKED OR \ AREA _ � , _ BEFORE COMMENCES RETE WORK 1=1P M I ==-=='11[11 II AGED EDGES OF �� ? • • ti _ I I I II 111M-111M-_ DAM TRENCH .- --11111 VIII I III I PAVEMENT ALONG 711E ENTIRE ♦A I ALL SIDEWALKS TO BE 4'-0" WIDEIII Illll 1 LENGTH OF THE EXISTING / /DRAIN � � / 20=11111 II + elev 19. 7 (IIII I I I- PAVED AREAS THAT ARE ♦♦ R Illllllilllllllillli[�R w ,♦4 ► a 4:1f. ��-.a FOR GENERAL SITE WORK, SEE SITE /6" PVC Q . A •fit► �% :, , C �I ALTERATION NOTES IN THE I SHOWN TO REMAIN. � ��, -�' -i.1PL.V7/MERTTT IL �:♦: ♦:♦:: - ) / cn SPECIFICATIONS ad .`�D `� �'AI� , 410 A 4 k� 0 MD OQ.AELIE i0. PAVEMENT .�� N ir ,H k4 AREA I -0* �:♦ 4 4"THICK REINFORCED %kik U648.92' '< CONCRETE SIDEWALK CONTROL JOINT z 1 ___ --- ROOF AREA 3 - CZ ' .. ....�. f M WITH BROOM FINISH 1- N 51 2400 W �♦.� 130.64 ii 10 • v • • 50 �• '-�` EXISTING d U 0 M •` . ° • ° 4'4• NEW CONCRETE Z$ U • 66 I O I O 1�NVF •. N 6I 0 NEW CONCRETE SIDEWALKS SEE ALT �- SIDEWALK EROSION&SEDIMENT CONTROLS a .. eld ver? tb •-•_ ` a '• APRON SEE ALT NOTE NOTE S3 Shall include but not be limited to: - •° • • 54 A well maintained Construction Entrance, _.,. • E Wire Backed Silt Fencing,stabilization & --�""' """`�`�r�t �,'lap �� tr p NEW EDGE OF ROADWAY Seeding of exposed and/or inactive soils. '• P• Po ' _ EDGE OF ROADWAY ' o 4 COMPACTED - ALL DETAILS AND MATERIALS . ",{ ,` •:"_,1 * 1. SUB BASE FOR THE NEW APRON SHALL BE MAIN DAYVIEW ROAD DRAINAGE INSPECTIONS ARE REQUIRED �.� � ., ' a IN STRICT ACCORDANCE WITH . THE TOWN OF SOUTHOLD i /:2., k - - � - - Contact TOS Engineering at 765-1560 before ENGINES Backfill, OR Provide Engineer's Certification 7>iy,o%. 1601 �/ h)OT1 Fy r�1V3 I NeeRIWS O' q6S I4560 that the drainage has been installed to Code. . n¢1 gzN. ' E11111-11111- 11111-11111-11111-11111-11111E-_ _ 1 ��� _11111_11111-VIII-11L=11111-VIII- , FR OA TO CP"SstRQC✓tl°“ -11111-11111-11111-11111-11111-11111-11111- NO' i7 llTflE. WLAN 0,7) D)ZWALlic :__DDTUAII 0.C.11 oP11. I N3=0-233011 OLLA11 lEg It" 204" APPROVAL OF STORMWATER MANAGEMENT .21/ RT® OCxill.ZE CONTROL L AN - how Cod h^ e 236 Date: f l Approved b ► ' .. �q- r I 1 o • ,rte►1111 t1 S 11 1 -i 11 i S '''I'"iitd East'I"1/4 •1 pm i i•1 w I 1\) D ir 1[I IL 1 I k \ , K 0.,,,1 . r 1")1\L•-/-2------,,,, D 1 I Li,„Ar 1[ V.J2-L_ia illtSIL D � 111 IIPIIIIPIIII 1 0 '2110 c:32. 0 ceivr_______A ( A-. V2 ... ..:411V1111E4111QN1 \Iiiiiiii \,\ iiiii\ . (...\;: ,: 04 \) D1 1\11‘‘ , 4 ' Z) \ . ki, \t, �` .V111111cr____A \ \ D 0 -v--,=1-4,. D r lok. . 4 ___ ___ _. ____ \ k-v__-_\- 0 il \ i _______-___--- .,..... _____ _, , a _. Orr<..,1 1V0 ® � e TO�� V 1i1 GgUA 0N NDR� AZRD �� Qi°D � :TO D ARS _ �_ 5MG SD , C�GY pE � CE ilii --__.--') V4cr,..a Pm MppE�` TO fel*SONSeEDMP 1GAtGpRNEV! ' \ 5�� COAD 6 DO fpRMINIMUM a 1 1 n UM r N R�IIEW NATE E oNGCO5 ,.,ntp IN N SHAt YORK ATION Sv11.°1N�'P� N�R�/I��v.11�pCD ��Mpu�y�A�of‘145 pN� AN AST INER N1N O` RPS OF TN R G PLp,NS D�`��SES o NpS GU5101.0 P c ve Ot,11. (� 0; L.towil4 W�MENT Rr 11-D S AND ATufu N N t t p,���li � Q E�UN°� � °51G�eWp�1 pF � ' AN 000 TOS CC,1viN �M YO SIA N -GNAT 5 ANION. pF LI �� P•S� -� .pF N 15 GUS CAS' INFOING ;�"� o GG�� GCS' .. 1g1v'(Y p� RE EF ANp GUP� ,ASIDE I N ®�a O'51ON Ott's BEu Of 5U-52k/1570%14 E 5 W GppE•Ty ,l�a'�1�'� .m�C1GE THt• witi"r" H l �b NStp D 4'�,>+ OF AT ° C1GE Tp TSF Ne N5o R r-c— W SAT' ING cootsRDS OF P 0SOGURA• r GO\/ERI`I AG �0��14`,��R�pN ow�� ;�oy�p�� e,� R.� pp Gve uGEN �� '�� G ,�O g1U� OF 05°14°1- 4 �q 1DE�1P1- � , '�,� , n ������ �®�� �� +N5�f����rGN51 201 G 1�' �°(` �;� �' .r-- �.. . ,�,�A mss,^• "_, '�,'�.'...,�.. 4,.. r,.;,..e �(�. '� 'IS �� �C�' �� GONE y ter— 1 f f�(, • /e ;` �i.. �,r U \^ �® -43® Thl�P� Ili a ��YORK ! �. ; `. 1. 631 A Bldg Dept copy from ZgA a �R Final reviewed documents ` ��� , I41ZBA File# / 1 Date: rJ i-- 18i-0' max 8" CAST IRON DRAINAGE CALCULATIONS • TEST BORING DATA — TRENCH DRAIN PAVEMENT AREA 1 ASPHALT PAVEMENT = 7671 SF X . 17" (2" RAINFALL) = 1304 CF OQ 1304 CF/ 68.42' CF/ FT DRYWELL CAPACITY = 19'-O" DEPTH SPOON SPOON SAMPLE MATERIAL Q�Q > USE 2 - 10' 0 DRY WELLS X 10'-0" DEEP = 20'-0" Peer BLOWS �eLaWs NO TEST BORING ELEV 20.0' 101066 WWF 27(2'7(36" 0�Q QQ 1 .0 SANDY TOPSOIL WITH FILTER I� FENCE O��QQO ROOF AREA 2 MEDIUM TO riteOL MESH _ POST ��QQQQ ROOF AREA = 1397 SF X . 17" (2" RAINFALL) = 238 CF BROWN SAND OQ OQ 238 CF/42.2 CF/ FT DRYWELL CAPACITY = 51-8" I AND SILT.x"`21- SOME Q� OQ �� USE I- 81-0" 0 DRYWELL X G'-0" DEEP I 2 I I ROOTS mw QD 5.0 GRADE GRADE V GRADE . :• ROOF AREA 3 1 1 — -III; 1 I=I I I I`II I IT 11 'sq b - / ROOF AREA = 1402 SFX . 17' (2" RAINFALL) = 238 CF 2 2 2 = = — _ = — - n— — — — . . 238 CF/42.2 CF/ FT DRYWELL CAPACITY = 5"-8" 3 3 —_—_ —_ UNE OF USE I - 8'-0" 0 DRYWELL X 6'-0" 3COARSE TO u _tEHT _ V I M-_11111- -7_11111= IMBEDMENTto REINFORCED ROOF AREA 4 O.0 MEDIUM o°n SNe°"'E --_— _—_— I • CONCRETE 5 7 4 "�•" SILT = _ _ _ `, ROOF AREA = 12!O SF X . 17" (2" RAI NFALIa = 206 CF _ 20G CF/42.2 CF/ FT DRYWELL CAPACITY = 4'-10" 9 PINE -VIII= III I I I 11—I I I I=I I I I USE 1 - 8'-0" 0 DRYWELL x 6'-0" Q:-) BROWN AND U FCO] A ;TD]EJTAIIL BROWN SATO PIN oMe V. ♦ 4 o MEDIUM TO PINE 0,—.L7/19 � KFCE l l � ' 1 �5.0 SGRAVEL w 7. J DJ�TA IIL \® a���a�a �,,,A,./4,4****,.. O .r4Ar1� C 6 7 5 NOT TO SCALE V#14��'�� O7 ♦ •����,� PI " NOTE: INSTALL SILT FENCING AROUND ALL EXCAVATIONS IN STRICT �♦A*♦4` O WATER I8-0 +/- '1♦,i♦�, �. 11 ACCORDANCE WITH THE TOWN OF SOUTHOLD ENGINEERING DEPARTMENT REQUIREMENTS S 5 I023100" E 124.74 20.0 BELOW GRADE ° 46•� Vip♦��.` �n 5 7 6 5 51 23 � �♦�j Q _._._.___\ ...--- t() / 10,4416101111L !� ��`� 9 .4AW CD I 5 N 12 12 APPROXIMATE LOCATION OF ) 25.07 \ m istiffrba‘;4:;1*•;b4 !.` `.®EXISTING WELLa�, 07. `END OF BORING �i 25 � ���' a 1 1 10Y*4741474004.01.111.111 < 1L' > r g CAST IRON FRAME AND \ W— laltStirotro°400• o GRADE COVER TO GRADE 7'-0" +/- 43'-O" I it•����W�l ��0•SO.O��� 00 APPROXIMATE LOCATION OF ��� .•.,_ INLET EXISTING RESIDENCE ' C 0 Q C + •ev25.25 0 0 C NOTE INLET AND OUTLET TO BE •\ • ,� / MOOT � IFIN o HO OC AIT no O = = = = = MIN 2400 CLASS PIPE 1/8" + elev 25.0_ •• •*:4- •• (A n C = = OC PER FT PITCH / i3 , •5 . . / in C D = C c / u C C v / D = C C 4. goC iTok110 1 !!!lti W-X 091-2�3oIl . 10 CARS — ' I / \ (97(20') / DWG. FAR 2" MIN ABOVE I -- b I 0 GROUND WATER I APPROXIMATE LOCATION / �, 81-0" - 10'-O" (PAV) / ''� OF THE EXISTING SANITARY i �( �7�( PARKING AREA • o , SYSTEM (VERIFY IN FIELD) D 3 ILJ D. �2.0J� �® oc \ EXTENSION S Zl VV �\T® ALT NOTE 541101M-043-220,13� r.-� NEW ONCRETE / (ENTIRE POOL TO BE IN CLEAN SAND AND GRAVEL) �, p i NEW CONCRETE .,�y" . \ + Eley 22.5 _\ �-' SIDEWALKS SEE ALT r'S NOTE 3 SEE ALT /0.C.ZEL1101M-043-220,1312/24/20 14 p � NOTE 53 W \ r + • ley 23.00 ROOF AREA 4 /\ 1.11.1k A \ / 1 , ..71■10. 00C0TC.P110 11.11DED-00-.T.-270D \ z _fir I '-2"ASPHALT TOP I r ' t /`� N �— ) I NEW �'� to � ► COURSE _GRADE — _ \ .c • 4 PLATFORM ` /// / I O �; �• J� J VIII IIIc IIn1 Inn ' (97( 0') ��' U 1=11111=11111— `�� p " BLENDED• • . • `• 01111------A111-= • -- �� 11 r g �►As . • _I VIII=��� EXISTING NEW ROOF REA 2 NOTE: ALL DIMENSIONS FOR O '� I ,• - •=•1 `VIII III + Eley 20.0 PARKING RAMP SIDEWALKS ARE APPROXIMATE AND I VIII—VIII—11111—I I I I I—VIII— I' NOTE: PATCH AND REPAIR ALL AREA I SUBJECT TO FIELD VERIFICATION BEFORE I I =11111=11111=11111=11111= I I- DETERIORATED. CRACKED OR � ,,�� COMMENCES RETE WORK 71=1111 _ _ DAMAGED EDGES of TRENCH .-; ;�,,� , �, 11111=11111-11111-11111— I PAVEMENT ALONG THE ENTIRE f/ /DMIN �♦�� ALL SIDEWALKS TO BE 4'-0" WIDE =I I I I I I — =I 1" LENGTH OF THE EXISTING + Eley 1'9. 7 ♦�. o 20 VIII PAVED AREAS THAT ARE w ♦♦� SHOWN TO REMAIN. I������`������������E�►�� Q �t♦� • Pea,j1;.4*-444' FOR GENERAL SITE WORK. SEE SITE j� N 6" PVC '♦♦�'Air im �, ALTERATION NOTES IN THE IH ID �♦.,, ,♦♦vj . -61 SPECIFICATIONS Ir A�MIE7 7DEUAI1 o oN M ZO H® a�C��e�a b ' iell PAVEMIENT '�♦�N Adan / N I AREA P ‘< ›. 8 I v-(1 , , to. / zn — --------- 0 * X g 4 THICK REINFORCED CONTROL JOINT Z I *♦4'� r. � '♦�i / ' p 4 d g CONCRETE SIDEWALK (20'-O' O.C) I ROOF AREA 3 Q .''4 /x. Ifiirr ..- 648.92 �J WITH BROOM FINISH .��►� `�j ir i 50. N 51°24'00" W V•♦.� 130.64 661010 INIVVF • ' • .:. ° •• N 61°v ',4 NEW CONCRETE 28''� EXISTING d 8 a • eld veM NEW CONCRETE SIDEWALKS SEE ALT SIDEWALK ^' —�. a a:- —' APRON SEE ALT NOTE NOTE 53 t . • FA 54 EDGE OF ROADWAY EDGE OF ROADWAY ea-a.�, .,,.;,.._ .0\,, COMPACTED4. J--:-' '--,. { . . • SUB BASE , fi , 0, 43. z� ALL DETAILS AND MATERIALS MAIN BAYVIEW ROAD z FOR THE NEW APRON SHAUL BE rj .Fc ; IN STRICT ACCORDANCE VIIIITH �: ' . THE TOWN OF SOUT110LD ENGINES , ,, .Y u' gyp} 10-11: •%u = VIII-11111-11111—VIII—VIII—VIII-11111= � � s,'�` sem¢ I;,I I V I I I I I;,, V I I I 11;,, 11111 I,I;,I, V I I I I,I;,111111 ,,;,, 11111 „,„_ No 2= ]FLAN 2/ 0,7CDEWALII . ) MEUAII eocommo neope.gsa.s.2zoit OCLIEg )1" im 20M" &Y‹ Bldg Dept copy from ZBAS ® 00 final reviewed docum ZBA File# Date. I ---- (--- , NOTE: THE CONTRACTOR SHALL VERIFY THE HEIGHT 3311:DILO BETWEEN THE BASEMENT FLOOR AND GRADE IN THE i 1/2" 0 PIPE FIELD AND PROVIDE THE APPROPRIATE NUMBER.OF 41-0" RAIL(GALV.) ^ RISERS TO ACCOMMODATE THE VERIFIED DISTANCE < ) O UGHT FIXTURE I 1/2" 0 RAILS HANDRAIL(I I/2" PIPE) I 1/2" 0 PIPE RAIL O HARD WIRED SMOKE DETECTOR (6' OC) ' I I/2" 0 PIPE I (GALV.) ALONG WALL 1p OC CARBON MONOXIDE DETECTOR WITH WALL OUTLET '` (p) 4NEW CONCRETE BASEMENT STEPS CRAWL SPACE m RAIL(GALV.) WITH METAL RAILINGS © HORN/STROBE °> I SEE DETAILS. STUCCO THE O ^ EXPOSED CONCRETE FOUNDATION I' `'I PULL STATION I I/2" INSIDE DIAMETER + I WALLS PIPE SLEEVE SET IN DRAIN TO 41-0' 0 X 9 r.V t O"CONCRETE 2'- DEEP DRYWELL ° I \-' ,f INSTALL LIGHT FIXTURE B ALARM BELL 2"X I" REVEAL V UNDER PLATFORM -------1--......__cOVER DOOR(SWITCH IN APT 5) \IP I ® REMOVE WALL INSTALL NEW DOOR 0 MHO - MAGNETIC HOLD OPEN DEVICE (BEDROOM DOORS) �, � C) SEE DETAIL"C" (SEE ALT NOTE 7) Q ' > CONCRETE STEPS GENERAL NOTE: CONTRACTOR SHALL VERIFY ALL EXISTING a I I a _ - I a a M n CONDITIONS, MATERIALS AND DIMENSIONS IN THE FIELD a 41U a 44> INSTALL TRIPLE 2X8 I I I I I BEFORE CONSTRUCTION COMMENCES. DO NOT SCALE GRADE GG X 1010 WWF— FLUSH HEADER O DRAWINGS FOR THE PURPOSE OF CONSTRUCTION. NOTIFY O ° OVER DOOR I I I I THE ARCHITECT OF ANY CONDITIONS, DIMENSIONS OR _ ____ ° v ` HH HH I I I I DETAILS THAT COULD HINDER OR PREVENT THE PROGRESS CD ° REMOVE EXISTING OF THE PROJECT IN ACCORDANCE WITH THE GENERAL O 11111------- _W-_ - _ - - �� STAIRS INSTALL NEW INTENT OF THE PLANS. i=uiuT —uinr BASEMENT I1 =_ 4 __ © 2X8 FLOOR JOISTS Oil a I= = AND 3/4" PLYWOOD H I =II - a. _ SUBFLOOR(SEE ALT __ STORAGE BASEMENT O "� -illi = ° I-1111 , , NOTE 6) ,,IIs $ 4 U LNOLECAL ISTING 9'-O' 12" 0 CONCRETE PIERS �° m 8'-6" 6' SET 3-0' BELOW GRADE WITH 4 8 4 , O — TREATED 4X4 POSTS ABOVE O n ' HALLWAY p < OP' -44./\ A °a n G //. / _ 2-2X8 -----e < .)› g ,v _ CenTC. WWALE( :11ETro 00 /� 00 / UNE OF DECK Ni t .c.. rri.R°4°° _ 1 ABOVE °0 EXISTING SANITARY BASEMENT H DRAIN UNE 0 �I o Oa g NOTE: THE CONTRACTOR SHALL VERIFY THE HEIGHT 2X8 TREATED LEDGER BOLTED TO / @ X 111121` BETWEEN THE BASEMENT FLOOR AND GRADE IN THE EXISTING BOX BEAM WITH I/2" LAG/ 0 A n 1 FIELD AND PROVIDE THE APPROPRIATE NUMBER OF INSTALL NEW 5/8" FIRE RATED BOLTS 2'-0" OC STAGGERED TOPk9 RISERS TO ACCOMMODATE THE VERIFIED DISTANCE SHEETROCK ON CEILING OF BOILER AND BOTTOM 1 < 2X8 FJ 1 6' OC AREA SHOWN HATCHED. INSTALL PROPERLY SIZED METAL ACCESS 7 0 I C r. PANELS FOR ACCESS TO ALL °o i4 VALVES AND MONITORED DEVICES Icl -' BASEMENT (SEE ALT NOTE 3) N N HANDRAIL ON — DWG FAR #5 RODS (I'-8' LONG) WALL EXISTING CHIMNEY Q� I—I X i' B ( -O" OC WOOD 5-EPS ABOVE CONCRETE #4 RODS _ // X O CRAWL SPACE O )/ SEE DETAIL SIDEWALK (TYPICAL) I n ' B 2X8 TREATED LEDGER BOLTED TOap 1.1Y6 EXISTING BOX BEAM WITH 1/2" LAG N E0 41, u. BOLTS 2'-O' OC STAGGERED TOP N 12/24/20 14 — s00 AND BOTTOM =11111=VIII ® I _ N o en' �-� ////N ' REMOVE EXISTING WOOD '�: • (IIII=(IIII-111)1—II111— _ m ' PLATFORM, STEPS AND `��" ill -11111-1111 -11IIII= �„ 0RAILING. INSTALL NEW WOOD 2-2X8 d.� I—I_I �/ �� in- =Immo IIII-11ll1=11111 1111-11III=1I \.� o STEPS, PLATFORM AND VINYL — _— `� t.0,.\ `:�IEa I �� IIII1=11111 ®=11111=11111=11111=1111 Oz RAIUNGS /�.� 1111=VIII= 1=11111=11111=11111=11111 — 4'-6" 6' �,"'r - ,1 ,� ( NOTE: REMOVE EXISTING STEPS ; II �1111111 IIII-11111=11111-11111-11111 h,► 0 CONCRETE 1 I r— --15'-0" AND DECK COMPLETELY INCLUDING =II II I=11111—111 I1—11111—III I1—IIII I I I I V 1\j 2X8 TREATED LEDGER BOLTED TO < ALL FOOTINGS FRAMING AND 1 _�a It I=II III=IIIA=IIIII- I1 PLATFORM I I § I -� � O_ais I EXISTING BOX BEAM WITH 1/2 LAG II,,�� c'�J COLUMNS. ROOF STRUCTURE TO _pli'- �i�i— BOLTS 2-O" OC STAGGERED TOP REMAIN . .. — — I -4— --cid- I AND BOTTOM i r) 66 X 1010 WWF < 5'-0" ./ 2_2X8pO ■ CRAWL SPACE #5 RODS REMOVE EXISTING WOOD 5-0" 12 0 CONCRETE PIERS PCE COMPACTEDP M (I 8" LONG) PLATFORM, INSTALL NEW 6" I-�- — — _Y1 SET 3'-0" BELOW GRADE WITH FILL I'-0' OC REINFORCED CONCRETE UNE OF NEW V TREATED 4X4 POSTS ABOVE O PLATFORM WITH VINYL — — — — — — .-, L Cel3HCMPIZ OLITET 'DLTA IIL 00 D 00 RAILINGS STEPS ABOVE I 81-0" r 1 r OCA o Il°°�Il°-o°° I EA 1, = = = = = =. ,,, 1%. m g INSTALL NEW 6" REINFORCED .< REMOVE PORTION OF THE CONCRETE PLATFORM WITHIN 3 EXISTING FOUNDATION WALL VINYL RAILINGS - SEE DETAIL fl TO INSTALL NEW DOOR 'CDWG I I I I" X 9 a °� < 2 II Z 6 II IR IJ U idi , /NGCAUwNGHOLLOW METAL DECK ABOVEDATION < FRAME WALL BOLT NEW FRAME TO THERMA TRU r FOUNDATION WALL INSULATED EXTE' OR JAMB IN-SWING .0-7 ` max. ` � .• EXTERIOR EXTERIOR DOOR /` ,�0'�' � c �, ALUMINUM ! 'LA.14,MOISTURE SADDLE RESISTANT END � MAXIMUM J �'* RISE I/2" /1 RAIL 1- 7 /� ,-, 14 a��NI / l ��.�.���,� .�t1ttt1/4 n L J r�. r �E /// CAUWNG j' I — WEATHER- .�•'� L. �,�%/� • I/2 MAX INSULATED THERMA TRU STRIPPINGTHERMAL T UNE OF INTERIOR METAL DOOR WITH FULL BREAK FLOOR 11113 • WEATHERSTRIPPING K� 00 00TEXTERIOM IDAS ,MIE WOI ,�. D ZE0RT IPLAN (0 <g „. mens �A D ) D��� , D���AI� D oes dDDASM'UE DOOM DEUAI� C� o o ° 00 ®�da\�e��e� ll/2 J�' 1SJ11eJld ayl��1�11dLG t��dl�ildLGo ��� �111J Fti0PF�1e f I R/2 SIL OCA Date ..' i- ..- i- 3/4" PLYWOOD NEW SUBFLOOR TO BE BOLT 2X8 LEDGER TO SUBFLOORING LEVEL WITH EXISTING EXISTING WALLS i - V FLOOR EVRIEDIC INSTALL BLOCKING TO MA Mt CREATE l >< MtlO MOOTH _ - -2X8 LEDGER II � HARD WIRED SMOKE DETECTOR CEXISTING INTERIOR NOTE: THE CONTRACTOR SHALL VERIFY THE HEIGHT 2X8 FJ 16' OC %► WALL BETWEEN THE BASEMENT FLOOR AND GRADE IN THE 2 O HARD WIRED HEAT DETECTOR W/ R-19 INSULATION FIELD AND PROVIDE THE APPROPRIATE NUMBER OF 41 EXISTING GALVANIZED JOIST RISERS TO ACCOMMODATE THE VERIFIED DISTANCE < ) REMOVE EXISTING (�O CARBON MONOXIDE DETECTOR WITH WALL OUTLET FOUNDATION WALL HANGARS ^ I I/2" 0 PIPE RAIL INSTALLDOOR AND FRAME NEW DOOR 1� 000 00 REMOVE AND REPLACE (GALV.) ALONG WALL AND FRAME (SEEHORN/STROBE �]EII[ A I� EXISTING WINDOW SEE ALT / ALT NOTE I) _, IES Il �� o Il°�°° / NOTE 13 11/2" 0 PIPE ) O ([1)O O i"'I PULL STATION EXISTING ROOF 0Q' / 304G RAIL(GALV.) NEW CONCRETE LIVING ROOM BEDROOM SYSTEM TO REMAINL I f ' BASEMENT STEPS 0 MHO - MAGNETIC HOLD OPEN DEVICE (BEDROOM DOORS) WITH METAL RAILINGS I 9 IMPSON STRONG TIE CONNECTOR CLOSET (SEE DETAILS DWG 3) 112.5 @ I G' O.0 EACH WITH (5) 8D I G l m CD DELAYED EGRESS CONTROLLER SYSTEM '� FASTENED TO RAFTERS AND (5) 8D = WITH ELECTRO - MAGNETIC LOCKS CQ m FASTENED TO COLUMN HEADER INSTALL CLOTHES I" I ` ASSEMBLY. REFER TO MANUFACTURER TSO BSMNT POLE AND SHELF IN FOR COMPLETE INSTALLATION REQ. - REMOVE EXISTING LlT FIS Null/CLOSET © CLOSET DOOR AND FRAME ... GENERAL NOTE: CONTRACTOR SHALL VERIFY ALL EXISTING C)4 (I) SIMPSON STRONG TIE 5TU 1/2 INSTALL NEW DOOR / k CONDITIONS, MATERIALS AND DIMENSIONS IN THE FIELD BEARING O EACH COLUMN BEDROOM AND FRAME (SEE / / /// 00 BEFORE CONSTRUCTION COMMENCES. DO NOT SCALE I O ---, O ALT NOTE 1) NEW CLOS REMOVE EXISTING OO O DRAWINGS FOR THE PURPOSE OF CONSTRUCTION. NOTIFY INSTALL _ CLOSET THE ARCHITECT OF ANY CONDITIONS DIMENSIONS OR _ 2 /// , S 2X8 STAIRSG FLOOR JOISTS _ DETAILS THAT COULD HINDER OR PREVENT THE PROGRESS 11 r L AND 3/4" PLYWOOD OF THE PROJECT IN ACCORDANCE WITH THE GENERAL A307/SAE I 0 18 1/2" DIA. THREADED ROD, REMOVE EXISTING 2 SUBFLOOR(SEE ALT 5 j- - AS SUPPLIED BY CONTRACTOR, PER EACH - DOOR AND FRAME FOYER O NOTE G) SEE DETAIL INTENT OF THE PLANS. COLUMN INSTALL NEW DOOR MHO "A" O - f�j AND FRAMEI (SEE 26 PS KITCHEN L� (I) SIMPSON STRONG TIE CNW COUPLER - LT NOTE ) E ! O R e MHO O NUT, ONE PER COLUMN. REFER TO _ 3 O BEDROOM cg MANUFACTURER FOR COMPLETE - I I © G INSTALLATION REQUIREMENTS BATHROOM l 26 ( 9�-O" > CREMOVE EXISTING WOOD a �1 4 A rLAUNDRY 8'-G" ) �C FIBERGLAS COLUMNSW 1 0 (I) 1/2" ANCHOR BOLT AT EACH COLUMN 78 O O REMOVE EXISTING v " > O // O EXISTING ROOF - DOOR AND FRAME �^ 1 0 / !1 / EXISTING OR NEW DECK SYSTEM SEE �� INSTALL NEW DOOR O DETAILS ON DWG 10 AND II I o _ CLOSET AND N RAMS (SEE - a I/, CONCRETE PIER - 0 0 OTE ) C O BATHROOM 5 GRADE FOOTING (EXISTING OR NEW) 0 0 © E VINYL RAILING O ^`-'� N - I---i I I f I 53 Q n 0 O A = - =CAL EOILOW KITCHEN HALL _ PORCH NOTE: REMOVE EXISTING STEPS ( 1 n � REMOVE EXISTING AND DECK COMPLETELY INCLUDING 2❑ O 3 CL O DOOR AND FRAME BATHROOM© _ xC ALL FOOTINGS FRAMING AND " � INSTALL NEIN DOOR JO 12 O COLUMNS. ROOF STRUCTURE TO CCII17/1K WIlL ,�� 1 1 AND FRAME (SEE REMOVE EXISTING H REMAIN. CONSTRUCT NEW DECK, ALT NOTE i) RAILS AND COLUMNS , TLOW DINING ROOM ° BEDROOM MHO• c-±1— DOOR AND FRAME CO-N. � INSTALL NEW DOOR R. 10 5 6 O AND FRAME (SEE N I 1 0 2 - ALT NOTE I) ' H® OCCO � BEDROOM ;n a CP 421* DWG. FAR N v OO O 11)® 26 13 - < VINYL RAILING _____r I I MHO LIVING ROOM 00 CLOSET L!HALLHALLJ 1_ I I X C BATH ROOM I i i 5 A i❑ O n CLOSET NEW FIRE ALARM ❑ 1 ' ❑ 0 CLOSET CONTROL PANEL P5� 10 © � 12/24/2014 0 © KITCHEN CLOSET I I REMOVE EXISTING WOOD n REMOVE EXISTING I✓ I 6 ^ O cp STEPS,7N1 STEPS. INSTALL NEW WOOD a. I/2 RADIUS REMOVE EXISTING FOYER O O ENTRANCE DOOR STAIR INSTALL A 14 ��... TRIM . AND FRAME INSTALL NEW SEE DETAILS CLOTHS POLE UP � � SHELF ! o rr �� SI _ ` TREAD _ -,F V�—FLUSH - NEW DOOR AND (SEE ALT NOTE 8) R. /\ i,P,; TRANSITION FRAME (SEE ALT CLOSET _ — ❑ , , 3 �� 60' NOTE 2) REMOVE EXISTING \ ,_�. = WOOD BLOCK P sf """" ENTRANCE DOOR EXISTING STAIR v �� CUT TO FIT ' I _ CLOSET I I v y-� AND FRAME INSTALL I I J ADAAG 30 0 PS UP ) I CLOSET 2° '�`' NEW DOOR AND n ACCEPTABLE ® PS FRAME (SEE ALT 11)O -,- NOSING 4'-6" _ REMOVE EXISTING WOOD NOSING , I I I 0 II 1 - , , _- NOTE 2) - Y " COLUMNS. INSTALL NEW 10" 0 5-0 FIBERGLAS COLUMNS bi MOGIIHG � I �REMOVE I D)EUA REMOVE EXISTING WOOD 0 WINDOW(SEE © - l PLATFORM, INSTALL NEW 6" 'd' L _ i REMOVE EXISTING ALT NOTE 4) REINFORCED CONCRETE - - ., L _ _ _ ENTRANCE DOOR WALL BASE AT WALL PLATFORM WITH VINYL 5•-0" AND FRAME INSTALL _ OS ® OS / FINISH RAILINGS SEE DETAIL'IC" < > _ i=i F7=1 - NEW DOOR AND INSTALL NEW G' REINFORCED �L FINISHED FLOOR DWG I I FRAME (SEE ALTNOTE 2) CONCRETE PLATFORM WITH LIVING ROOM STAFF 8'-0" VINYL RAILINGS - SEE DETAIL i 12 I j ti TRIM - - < 'C DIWG I I - / PINE RISERS REMOVE EXISTING WOOD 5 WALL OAK STEPS. INSTALL NEW WOOD u H - I STRINGER - �� ��� , H TREADS STEPS, SEE DETAIL - O REMOVE PORTION - TREAD OF EXISTING WOOD '�' - FLOOR TO INSTALL n nFRAMINGNOTCHED NEW STAIR \\. .\. X g/APLI � � to S FULL STRINGERi_______ GALV N '' STRINGER _ SECOND FLOOR I I I ' I i 0f R BLOCKING CONNECTOR \ STRINGER REMOVE W-- '� ] U WALL EXISTING STAIR AA '\ DOUBLE REMOVE EXISTING WOOD APT. 3 d 29 0 CARRIAGE / \ \ '(( INSTALL NEW • FLOOR STEPS. INSTALL NEIN WOOD-----_____3 I FOYER U \ I JOISTS PORCH STEPS, SEE DETAIL -..$,L.... ..,.....---,,,, ,„„- (SEE ALT NOTE % (INSTALL NEW VINYL SEE STAIR 5/8' FIRE (RAILING NOTE: REMOVE EXISTING STEPS 0 FIRE BLOCKING f FIRST DETAIL RATED H H f �` �;• r -,s,-/r ,:..�. UNE OF WALL \ \ AND COLUMNS. ROOF STRUCTURE STAFF 7.-\\ f` , . �4 D &'.r ; , CLOS SHEETROCK O TO REMAIN. INSTALL NEW, RAILS 0 A, f • ,�� C, FLOOR LINE cp AND COLUMNS r I; .i__ ,� p p'�.; co`;‘', , " CARRIAGE S '" 1,':,s- :;-•• �• i_l REMOVE EXISTING WOOD 1; t ., - ; COLUMNS. INSTALL NEW 10" 0 �,!,‘\72. ,---- _-- , ,' ``� '"�'-�u�� `` { FIRST FLOOR FIBERGLAS COLUMNS ICKY TLAN REMOVE \f ,, ., EXISTING WALL �.., i,.. r��� n,©. 1���` ���'.•- �i! '� �� rye ste,'���' 0 -'\.�� KRI(D]i W(Q)(DXD) OTA IIR I OETA ILL OICMOHoo�oo ® �c� _ .. ,, \ h. M® OCA OC s UV° o n°4" UNE OF EXISTING DECK U v REMOVE EXISTING WOOD 4- COLUMNS. INSTALL NEW 10' 0 7I ROU W11000:11 TLAN REMOVE EXISTING WOOD B IO FIBERGLAS COLUMNS J,, /� STEPS. INSTALL NEW WOOD 11 �� / I aC n di1l Iv1ldLCeo Il/6°° o 1194" STEPS, SEE DETAIL Bldg Dept iecopyed dfromoZBA Final rFileev#/w \\` � (--- --... (-- ------ n 1 1CONTINUOUS STAINLESS STEEL N RIDGE VENT CHIMNEY CAP v n NEW WOOD FASCIAiiiis S CONTINUOUS CAPPED WITH ALUMINUM i i I i RIDGE VENT I2Aill � I � ' III REMOVE EXISTING ROOF. NEW VINYL SIDING CONTINUOUSIDGEVENT CONSTRUCT NEW GABLE �_ EXTEND EXISTING CHICHIMNEYR ROOF FOR ENTIRE LENGTH 9.33 —WITH BRICK TO MATCH - OF EXISTING ROOF UNE OF EXISTING ROOF EXISTING - TO BE REMOVED UNE OF ROOF TO BE REMOVED �y REMOVE EXISTING REVERSED REMOVE EXISTING ROOF, CONSTRUCT NEW GABLE ROOF Q,.7 GABLES, CONSTRUCT NEW NI...., ........ \ CONSTRUCT NEW GABLE CONSTRUCT NEW GABLE CRICKETOVER EXISTING FLAT ROOF ...._ ROOF FOR ENTIRE LENGTH TO SHED WATER FROM THE ROOFOF EXISTING ROOFAT THE EXISTING WALL o _ ___. _ Fl CD._ . _ 0 le_ + NEW WOOD FecOCIA - NEW WOOD FASCIA rK1 CAPPED WITHLUMINJM- CAPPED WITH ALUMINUM m _ NEW VINYL SIDING (TYPICAL) REMOVE AND REPLACE SEE ALT NOTE 12 -NEW VINYL SIDING- EXISTING ROOFING -SEE ALT NOTE 12 - III EXISTING ROOF STRUCTURE TO (SEE ALT NOTE I 0) REMAIN. INSTALL NEW ROOFINGN O (SEE ALT NOTE 10) �� �` REMOVE AND REPLACE EXISTING - NEW u., (SEE ALT NOTE 10) ''''''''.---„,,,..) p ,..‹,.., ib-) NOTE: REMOVE EXISTING STEPS r---- I REMOVE AND REPLACE i< AND DECK COMPLETELY INCLUDING s " EXISTING WINDOW SEE ALT ALL FOOTINGS, FRAMING AND — NOTE 13 > r COLUMNS. ROOF STRUCTURE TO Ioi ni REMAIN NEW VINYL SIDING - = O -VINYL. RAILING SEE ALT NOTE 12 _ REMOVE EXISTING WOOD - - COLUMNS. INSTALL NEW I 0" 0 - _ NEW VINYL SIDING - FIBERGLAS COLUMNS - _ SEE ALT NOTE 12 a/ - N I I/2" 0 PIPE _ OSEE WOOD STEPS ----------.....;,11-11- RAIL(GALV.) — - o DETAIL \ � AVERAGE GRADE yA n v GRADE .:::'' '!''='='''�'!'':�''��•'•�•�•�•�•�•.••• - - — ��� VINYL LATTICE UNE OF EXISTING I_ — — __E-A---1____________ NEW CONCRETE NOTE: THE CONTRACTOR SHALL VERIFY THE HEIGHT 12 0 CONCRETE PIERSTEPS BETWEEN THE BASEMENT FLOOR AND GRADE IN THE SET 3'-o" BELOW GRADE WITH FOUNDATION h - - - -I WITHEMETAL MENT SRAILINGS FIELD AND PROVIDE THE APPROPRIATE NUMBER OF • NOTE: THE CONTRACTOR SHALL VERIFY THE HEIGHT L J TREATED 4X4 POSTS ABOVE I- - - - 1 I SEE DETAILS DWG 3 RISERS TO ACCOMMODATE THE VERIFIED DISTANCE BETWEEN THE INTERIOR FLOOR LEVEL AND GRADE IN �- - - - LI THE FIELD AND PROVIDE THE OF RISERS TO ACCOMMODATE THEPRIATE VERIFIED NUMBER (O1LJlU L ]i1DWG. FAR DISTANCEs JV - �CCfo Il/4°° o Il°4" NEW VINYL SIDING TO MATCH EXISTING STAINLESS STEEI. _ CHIMNEY CAP �- 3 4 CONTINUOUS 12/24/2014 dIi l mit fl c UNE OF NEW RIDGE `� -� RIDGE VENT EXTEND EXISTING CHIMNEY ' i 1 i 1 i 1 i r I - -1 ���'�. ; WITH BRICK TO MATCH � 1 1 i 1 1 i ' i - �,.�.�� , EXISTING _`� : 1 1 1 ) 1 1 1 o r*�� CEMENT WASH I i I i I i ' i . i REMOVE EXISTING ROOF, sl =i i � l � i � t � i � CONSTRUCT NEW GABLE i� � �yJ 1 ROOF FOR ENTIRE LENGTH LINE OF EXISTING ROOF ,_� ,� OF EXISTING ROOF TO BE REMOVED NEW WOOD FASCIA I_ CAPPED WITIJ ALUMINUM (TYPICAL) EXISTING ROOF STRUCTURE TO REMOVE EXISTING REVERSEDEo., r:::::)1 • NEW VINYL SIDING NEW VINYL SIDING REMAIN. INSTALL NEW ROOFING GABLES, CONSTRUCT NEW - (SEE ALT NOTE 10) .411 eini6mbN., Ft M Fo=f1 la NEW VINYL SIDING = NEW WOOL-FASCIA CAPPED WI'H ALUMINUM O (TYPICAL) EXISTING ROOF STRUCTURE TO �, . EXISTING ROOF STRUCTURE TO — _ REMAIN. INSTALL NEW ROOFING REMAIN. INSTALL NEW ROOFING — (SEE ALT NOTE 10) —EXISTING ROOF STRUCTURE TO-_ WW (SEE ALT NOTE I 0) REMAIN. INSTALL NEW ROOFING a (SEE ALT NOTE 10) Z irl REMOVE EXISTING WOOD f COLUMNS. INSTALL NEW 10" 0 / . FIBERGLAS COLUMNS \,,,, �, ✓ ' 1 w c§ REMOVE EXISTING WOOD - _ _ I 1 ] _ NEW VINYL SIDING COLUMNS. INSTALL NEW 10" 0 , SEE ALT NOTE 12 FIBERGLAS COLUMNS AND NEW - vz VINYL RAILINGS /VINYL RAILING _ - VINYL RAILING = — _ ,..,-,c.17.-',,7"1-t, ,,,, II 1 REMOVE EXISTING WOOD7 - — - _ _ - J - _ _ _ - 111 !. }`„_ :,.,^� o` STEPS. INSTALL NEW WOO — - ,i, .;;. , . STEPS, SEE DETAIL ;�`": ;s ' r)7-r riF= L— ----.--- - If • ppppppppppp•••••.••pppp ��� . I •......................' •................�`i I `� px: — ♦..••••„•••••••• ••••••••••••••••••••••••• •.. ������i�i+iii'��i'��i'������������������������ .������������������������������������ NEW VINYL SIDING r��E P ••••<:•44��•••••••••••� ���'�� REMOVE DOTING WOOD �������������i' i'i'i'i'i�i�i'i�i�i'i�i'i�i�i�i�i'i�i' SEE ALT NOTE 12 `' VINYL LATTICE REMOVE EXISTING WOOD n %to. 1 �" . _ . �,� !i!i!i�:!�!:! i�i�i�i�i�i�i�i�i�ii�i�i�i�i�i�i�i�i�, STEPS. INSTALL NEW WOOD I STEPS,ISE DETAIL I I VINYL LATTICE I I NOTE: REMOVE EXISTING STEPS STEPS, SEE DETAIL § I 12' 0 CONCRETE PIES I I I I AND DECK COMPLETELY INCLUDING v I J SET 3'-0' BELOW GDE WITH L J L J ALL FOOTINGS, FRAMING AND I _ TREATED 4X4 POSABOVE COLUMNS. ROOF STRUCTURE TO 0‹, WE CU ]EIIi (iJi1 REMAIN5 Bldg Dept copy from ZBA Final reviewed documents ZBA OC /4°° Il°RW" Dat File/ °o ]1 / r ,.. STAINLESS STEEL CONTINUOUS STAINLESS STEEL I (------CHIMNEY CAP RIDGE VENT CHIMNEY CAP N /• N i i ' ' 1 ' l �` EXTEND EXISTING CHIMNEY 1 X 1 1 1 WITH BRICK TO MATCH EXTEND EXISTING CHIMNEY J 1 I I ' 1 —CONTINUOUSiiiii ' , I i I , I , I i EXISTING WITH BRICK TO MATCH RIDGE VENT REMOVE EXISTING ROOF, EXISTING ' , ' III I I 1 I I I CEMENT WASH CONSTRUCT NEW GABLE ,z7/\14wNEW WOOD FASCIA ' ' ' ' 'ROOF FOR ENTIRE LENGTHCAPPED WITH ALUMfNUMOF IXfSTING ROOFNEW WOOD FASCIACONTINUOUS pz. CAPPED WITH ALUMINUM (--------RIDGE VENT _1 12 �� _ REMOVE EXISTING ROOF, REMOVE EXISTING ROOF, CONSTRUCT NEW GABLE 87r r <4". 11NN\16... CONSTRUCT NEW GABLEROOF FOR ENTIRE LENGTH — ROOF FOR ENTIRE LENGTH OF EXISTING ROOF .� OF EXISTING ROOF a NEW WOOD FASCIAZ_,5_,, NEW WOOD FASCIAOCAPPED WITH ALUMINUM CAPPED WITH ALUMINUMDaSTIN - /' \ � � REMAIN. INSTOALL NEW ROOFING + , N. REMOVE EXISTING (SEE ALT NOTE I 0) CD f-A:CIA j EXTEND EXISTING GABLE ROOF ch INTO WALL OF SECOND FLOOR — — V1� BEDROOM - v� EXISTING ROOF STRUCTURE TO EXISTING ROOF STRUCTURE TO 1i 5 1 REMAIN. INSTALL NEW ROOFING REMAIN. INSTALL NEW ROOFING 1 cpl (SEE ALT NOTE I O) (SEE ALT NOTE I 0) 1 NEW VINYL SIDING EXISTING ROOF STRUCTURE TO',- REMAIN. �� ,� SEE ALT NOTE 12 REMAIN. INSTALL N . :• 1 n 1 (SEE ALT NOTE 10) �`-'� 1 < t--, ts___,) > g NEW VINY_SIDING — NEW VINYL SIDING - NFW VINYL POSTS REMOVE EXISTING WOOD — SEE ALT NOTE 12 _ - - - - AND RAI COLUMNS. INSTALL NEW 10" 0 a1 I I/2" _0 PIPE FIBERGLAS COLUMNS RAIL (GALV.) _ _ - - - — 1111 = REMOVE EXISTING WOOD STEPS. INSTALL NEW WOOD M 00 ci) �L I I I f 1f k STEPS, SEE DETAIL A n - £ .• • ••..•••••••••••••••••"••••••.....H_ ::: i ���� ����� LJ11 ci NEW CONCRETE BASEMENT STEPS INSTALL CONCRETE RAMP FROM REMOVE EXISTING WOOD WITH METAL RAILINGS LINE OF EXISTING DECK TO GRADE. REMOVE AND COLUMNS. INSTALL NEW 10" 0 NOTE: THE CONTRACTOR SHALL VERIFY THE HEIGHT SEE DETAILS DWG 3 FOUNDATION RELOCATE BELGIAN BLOCKS TO FIBERGLAS COLUMNS AND NEW BETWEEN THE INTERIOR FLOOR LEVEL AND GRADE IN � CONFORM TO NEW RAMP VINYL RAILINGS SEE DETAILS THE FIELD AND PROVIDE THE APPROPRIATE NUMBER OF RISERS TO ACCOMMODATE THE VERIFIED NOTE: HE CONTRACTOR SHALL VERIFY THE HEIGHT DISTANCE BETWEEN THE BASEMENT FLOOR AND GRADE IN THE L - FIELD AND PROVIDE THE APPROPRIATE NUMBER OF TIIIV.A.U.r-VM DWG. FAR RISERS TO ACCOMMODATE THE VERIFIED DISTANCE 17i01 :' 0CCLEo 11/ o Il°4°° GENERAL NOTE: CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS, MATERIALS AND DIMENSIONS IN THE FIELD BEFORE CONSTRUCTION COMMENCES. DO NOT SCALE ^ STAINLESS STEEL 12/24/20 14 DRAWINGS FOR THE PURPOSE OF CONSTRUCTION. NOTIFY k------CHIMNEYk------CHIMNEYCAP THE ARCHITECT OF ANY CONDITIONS, DIMENSIONS OR STAINLESS STEEL N RIDGE ' I ' I ' DETAILS THAT COULD HINDER OR PREVENT THE PROGRESS CHIMNEY CAP I I l�� EXTEND EXISTING CHIMNEY ` OF THE PROJECT IN ACCORDANCE WITH THE GENERAL N -� ' ' ' WITH BRICK TO MATCH '.,■�� INTENT OF THE PLANS. I I o-I.. — EXTEND EXISTING CHIMNEY rl_I § NEW WOOD I I i I i EXISTING _ WITH BRICK TO MATCH EXISTING 1 , 1 1 a CONTINUOUS FASCIA • CONTINUOUS ► I I I I RIDGE VENT -------________4 CAPPED WITH ALUMINUM �= WASH RIDGE VENT I ,I ' ► ' i ' " ' i ` - - 1 I ' I ' I I CONSTRUCTN NEREMOVE W GABLE NG B NEW VINYL SIDING ROOF FOR ENTIRE LENGTH OF EXISTING ROOF REMOVE EXISTING FASCIA7.41. - REMOVE EXISTING REVERSED J GABLES, CONSTRUCT NEW0 PI REMOVE EXISTING ROOF, 0 CONSTRUCT NEW GABLE ROOF LINE OF THE EXISTING CONSTRUCT NEW GABLE OVER EXISTING FLAT ROOF ROOF TO BE REMOVED ROOF FOR ENTIRE LENGTH ‘NIIIII 0 NEW WOOD FASCIA OF EXISTING ROOF AIL.111111111Pr CAPPED WITI1 ALUMINUMP M [El la N REMOVE EXISTING FASCIA NEW VINYL SIDING - — — — SEE ALT NOTE 12 — - - p EXISTING ROOF STRUCTURE TO w REMOVE EXISTING -REMOVE EXISTING REMOVE EXISTING , W ENTRANCE DOOR -ENTRANCE DOOR REMOVE WINDOW, PATCH ENTRANCE DOOR .f� EXISTING ROOF STRUCTURE TO REMAIN. INSTALL NEW ROOFING a o AND FRAME INSTALL-AND FRAME INSTALL OPENING TO MATCH EXISTING AND FRAME INSTALL /�-REMAIN. INSTALL NEW ROOFING (SEE ALT NOTE 10) NEW DOOR AND _NEW DOOR AND \(SEE ALT NOTE 4) NEW DOOR AND C (SEE ALT NOTE 10) NOTE: REMOVE EXISTING STEPS M FRAME (SEE ALT -FRAME (SEE ALT FRAME (SEE ALT AND DECK COMPLETELY INCLUDING NOTE 2) —NOTE 2) y NOTE 2) _ — ��, — ALL FOOTINGS, FRAMING AND fX d U '" COLUMNS. ROOF STRUCTURE TO - 0 NM VEIN VI �- I I _ _ _ _ REMOVE EXISTING WOOD ,s� ��4 }�� MOVE EXISTING WOOD ��, �;<r�� _� COLUMNS. INSTALL NEW 10" 0 ���; v.�r,� ���� 'a - - - -NEW VINYL POS FIBERGLAS COLUMNS11111 IIMMI / 4= , • ` [.ETALS OLUMNS. INSTALL NEW 10" 0 ' Q 1 F�., ,G - '- /AND RAILS - - - - min �IBERGIASCOLUMNS SEE ihini �. ::� . r - • - - - '��. M■ ����� WOOD STEPS ` f.`�; a ""'"'"'.•`."!4=4:•:!:. ___ SEE DETAIL ,� �t�,.,, it's 0-t1. 4w�� .,` .��•��!��=���:i�.....�.�.�.�0.�.�O.�i�.i.�.�.i.�i�. ► ••_.•r�r�WWII',•rrrrv•w•rWvw•r•vrr• —.�e�•,• �: 't,, 1 pk "•• ���.�.�il:!.!�!• ►�i�i�i�i�i�i�c�i�:! i�i�i�i�i�i�i�i�i�i�i�i�ii�i�i�i�i�i�i�i:i�i�i�i�i�inrimil • i • u ,,............:..................... ...... '•'•'•'•'•''!'�'•'• GRADE A,A T,,,: .,- - NOTE: THE CONTRACTOR SHALL VERIFY THE HEIGHT REMOVE EXISTING WOOD REMOVE EXISTING WOOD INSTALL NEW 6 REINFORCED REMOVE EXISTING WOOD REMOVE EXISTING WOOD REMOVE EXISTING WOODht,kI4 ti BETWEEN THE INTERIOR FLOOR LEVEL AND GRADE IN PLATFORM, INSTALL NEW 6" PLATFORM, STEPS AND CONCRETE PLATFORM WITH COLUMNS. INSTALL NEW 10" 0 STEPS. INSTALL NEW WOOD COLUMNS. INSTALL NEW 10" 0 I THE FIELD AND PROVIDE THE APPROPRIATE NUMBER REINFORCED CONCRETE RAILING. INSTALL NEW WOOD VINYL RAILINGS - SEE DETAIL FIBERGLAS COLUMNS AND NEW STEPS, SEE DETAIL FIBERGLAS COLUMNS AND NEW OF RISERS TO ACCOMMODATE THE VERIFIED PLATFORM WITH VINYL STEPS, PLATFORM AND VINYL "C" DWG I I VINYL RAILINGS SEE DETAILS VINYL RAILINGS SEE DETAILS LLN 12 0 CONCRETE PIERS DISTANCE RAILINGS - SEE DETAIL"C" RAILINGS SEE DETAILS SET BELOW GRADE WITH DWG I I VINYL LATTICE IKflT) EIIEVZE:CDM TREATED 4X4 POSTS ABOVE . s' Bldg 6 OCEID 11/4" °422 Final reviewed docu ents from Bldg Dept copy BA File# Date: / / r r -- (......_____Th VINYL CAP ON - 4X4 VINYL POST T GENERAL NOTE: CONTRACTOR SHALL VERIFY ALL EXISTING INCONDITIONS, MATERIALS AND DIMENSIONS IN THE FIELD BEFORE CONSTRUCTION COMMENCES. DO NOT SCALE DRAWINGS FOR THE PURPOSE OF CONSTRUCTION. NOTIFY VINYL TOP RAIL THE ARCHITECT OF ANY CONDITIONS, DIMENSIONS OR • DETAILS THAT COULD HINDER OR PREVENT THE PROGRESS OF THE PROJECT IN ACCORDANCE WITH THE GENERAL INTENT OF THE PLANS. 3/4 X 6 TREATED WOOD / DECKING VERTICAL WOOD a BLOCKING FASTENED �/// / �/�//% ///z V (I) TO BOX BEAM FOR % f// SUPPORT OF • PIO STRINGERO Q I� • 2 SQUARE VINYL BALUSTERS rFLOOR JOISTS SEE FRAMING (4" MAX BETWEEN) 3/4 X 6 TREATED WOOD /�/�a ///�// PLAN ��nn STAIR TREADS V1� \-1-• CO4 c„ E 5 4X4 SQUARE VINYL POSTS WITH GALVANIZED SIMPSON STRUCTURAL POST MOUNT AND O /// �j� � JOIST CONNECTOR POST BASE TRIM G4 I", < / V/� O 4 J GALVANIZED SIMPSON 1 < F2's . CONNECTOR FROM 1 STRINGER TO O // i i4 2'X 12"TREATED BLOCKING O WOOD O STRINGERS (3 a PER STAIR RUN) VINYL BOTTOM EXISTING WALL RAIL z7 N g NOTE: . NEW CONCRETE CONTRACTOR TO VERIFY DECK MOUNT POST TO DECK COMPLETEA n SIDEWALKS SEE ALT HEIGHT AND VERIFY NUMBER OF n WITH A STRUCTURAL POST MOUNT, 3/4 X 6 TREATED WOOD NOTE 53 RISERS AND TREADS BEFORE POST KIT BASE AND ALL DECKING TO BE LEVEL eAt FABRICATION OF STAIRS AND ACCESSORIES FOR A COMPLETE EXISTING FLOOR UNE RAILS M J POST INSTALLATION EXISTING FLOOR ;It TflCAL TTIIRIII elsAIR ; D)LTAIIL x v I v v vv v vo I F DOTE°o Il 1/� o Il DWG. FAR CONTINUOUS 2'X 8" BOLTED TO _ _ EXISTING 2X8 RIM EXISTING BOX BOX BEAM JOIST FLOOR JOISTS SEAM (AT PLATFORM) 16" OC BOLT NEW LEDGER TO EXISTING NOTE: INSTALL WOOD SIMPSON HOT DIPPED BOX BEAM WITH 1/2" 0 GALV BRIDGING AT CENTER GALVANIZED JOIST HANGAR — - LAG BOLTS 2'-0" OC STAGGERED SPAN AS DETAILED TOP AND BOTTOM 12!24/20 14 9 I TWO 10d lz .le...._ - --4. __,, 111.=_.4 *�� TOENAILS U r EACH END iu iiill \\ O < SEE PLAN N�; CONTINUOUS WOOD ° - misimm 1- ° GIRDER SEE PLANS FOR W LOCATION AND SIZE > l ' Iin g , . ACG2 SIMPSON HOT 1.1 DIPPED GALVANIZED � � POST L �, C" : v iiM J w-^ / � ` CAP 4"X 4'TREATED P ci) IR 41 POSTS R I'X3" CROSS BRIDGING AT ALL FLOOR JOIST MIDSPANS. LOWER ENDS NOT NAILED UNTIL ALL DECKING IS LAID • 0 TYt! ICAL MPB566HDG SIMPSONW HOT DIPPED GALVANIZED X1�j a POST BASE Z 14 6 2 tDTECllA I I EXISTING GRADE EXISTING GRADE 'AO • MOT �O OC AIIE III—III-1 11_11 1— • A v _ M 44- •III—III— I I—III—III—III- � —I1I—I1I-11I—I1I1 ' a ——III 1-111-111—I1I-111— 8 1 1-1 1 1—I i I—I i I—I i 1 •III—III—III—III—III—I -i 1—I i 1-1 i 1-1 i 1-1 d ---111-7-111:1=-1117=--111E11117 — _..._. =----111=-1111-1111M • d _I 1 I-11 i-111-11 I—III— � `� -I ' i=1 111 11=1 a =I 11=1 11=1 11=1 i 1= "c-,, - ESC , ''' ,, 1I 111III _�F ET POSTS ON CONCRETE ,fin r A s -III—III—_I i a a. 4 4�'��t 1 111• /��. ;. �A,` R'r =III=1 I I= d da° =III=I I _ _ SEE FOUNDATION PLAN _ a;,..�., .!. ,/�' 1-111_1 - —H 1=111=� FOR FOOTING LOCATIONS � 4 � �, i- "ate« i-i:c :; , TflCAL ) D)LCC� A77)) ] AC IIF& "g° 00 ockildI. g 102 p SIV R " "c3 Bldg Dept copy from ZBA Final reviewed documents ZBA File# Date: / / t(' TRUSS PLACARDING REQUIRED AP OVER itS m OT ED DATE / .l (> B.P. :. .a-q/7.- FEE: EKY:., e„ NOTI'Y BUILDING DEP'.RTMENT AT 785-1802 8 APA TO 4 FA FOR THE COI�J:;=L_Y WITH ALL CODES OF 11. FOUNDATION INSPTCTIO RS: NEW YORK STATE & TOWN CODES . FOUNDATION - TWO REQUIRED AS REQUIRED AND CONDITIONS OF FOR POURED CONC :ETE 2. ROUGH - FRAMING ,4•. PLUMBING SOUTHOLDTONJNZBA 3. INSULATION SOUTHOLD FINAL - CONSTRUCTION MUST OUTHOL D TOWN PLANNING BOARD BE COMPLETE FOR C.O. --_ cOLI;HO pTOWNTRUSIEES ALL CONSTRUCTION S IALL MEET THE REQUIREMENTS OF THI CODES OF NEW - N,Y,S.7E0 YORK STATE. NOT RESPONSIBLE FOR t DESIGN; NRS. 0 n :75,titt:c11:toP:tctietcinr;11 •�. cv ltblr�f Oar, r r .41, liiiiiii -V �Ci C� .; ®� �' t�+'����iiNgl:,,,:,'nt:fer,G.USE IS ContatTOs :, S' 111. 1.11°---i °1°rItil�rr�c ►ti .�� S�,� UL �e��� � � USE IS UNLAWFUL F ‘',',1 \‘'"s".� --- WITHOUT CERTIFICATE , .... . . ; � ��. OF OCCUPANCY . :-. _: -. .. .. 00‘ D '0 11[1k. elr ri ,a 9„...„1 D111,4110111 Ilirliki‘ D k_JJ21_da gillillii. '21d0 C� r 11 0 cr,.a \l‘‘‘‘‘‘‘I II\ \)1 IIIIII : b' , i o . fl) 11 I i 1111111 r r \)1 0 b. \) V ri. ' -r \ ., 0 lini �� C�5�� fpoD • 361 9 1 ! t iv .DSII° IGS 5HugotRIIAWMeN� N REQ R '4 0 13r %lw Orr,1g�® p,MAGti FROM Ps NIA LV llal a �,�j��(� ciTp 0 fE �,�.1�d's""- 9U�� t L''''t yEIyMIG o�Pm MpDERP Tp D *a MPN� to � 5 OpNN yP��D V4vrz lv) I,OAp g R MINIMUM � ItI �� FO 0 I I O i NOS D N THE AT UI�DING ID Ili 116•161.IItAt.:1 1 �Gt p NT�'t1ON6 �p,M1NtRH�pVJ�1 OF �U� ��RY'�5P�I�13 1 0DING PENSy OF DOSNOp�,MOgIGN �pGUME IOW6UQUCREM •(�Ily1 •�Ir1E y�p,1' yIGNP:�� y0� P�-� Pte• NDER Pd`ID �1 y N,SHE TO`��P�.N pBN�YO GUP�N�ERD SIiA NFpoMA110 � pPSI ,�nA\ o AGGcoot GppE 1y A 1 GUYING ps g5f-s CJ� �� � CC.' ticit-rifeles00%=fr.vitlotretiso:::::1450;vpteloo.„‘Ey BEUEF �DOFtpE yP� W P�,�N�SIAMND.N Vjo� G DEy OPUS� P'�`�IG� 0 �� .� �m Go`�RNI1�y� ° D s "GpNF pRMS� RN AND PU���NyEE rgzt ��� ��� - GpNF PROPS 1U� OF pE�1P1- ,:,����� ®�'� 1 HSNyPpNy10 20I 011 "Iy�N� m� t�rOCAnsit P47°' 14.1E80 O�E� ytA /744$ r:_ . r/P %..:--, �3� ��� ��®�'•�® GOD i,v ei: :. ity 4 0 * '1 0i • '`4 ? 1� �j j S ,. .,„,, F.gP1S� 1 'zi2Al2Q �' � ' 14:-:2:3-11�..i J �_ 18'-0' max 8" CAST IRON DRAINAGE CALCULATIONS r ---- TRENCH DRAIN TEST BORING DATA - PAVEMENT AREA I ASPHALT PAVEMENT = 7G7 I SF X . 17' (2" RAINFALL) = 1304 CF 1304 CF/68.42' CF/ FT DRYWELL CAPACITY 19'-0" DEPTH SPOON SPOON SAMPLE MATERIAL QO�QO USE 2 - 10' 0 DRY WELLS X 101-0" DEEP = 201-0" mu 6BLOWS NO• TEST BORING ELEV 20.0' 101066 WWF 27(2%(36" �QQ QQ 1 .0 SANDY TOPSOIL WITH MESH _ POST _,-41%,,,,....FENCE Q�O�Q ROOF AREA ROOF AREA 2 1397 SFX .1 T (2" RAINFALL) = MEDIUM TO PIQALL) 238 CF Q 238 CF/42.2 CF/ FT DRYWELL CAPACITY = 51-8" 1 MID SILT.SOME GRAVEL. SAND, QQOOQ00 I� USE 1- 8'-0" 0 DRYWELL X 61-0' DEEP 1 2 1 TRACE ROOTS(MU) SM 10-65 5.0 GRADE GRADE-- GRADE ROOF GRADE------.4 V 1 1 — =II If 7--1111r-a---Il Il 111 11-11 -'� �� ROOF AREA = 1402 SFX . 17" (2" RAINFALL) = 238 CF 2 2 2 - = _ 238 CF/42.2 CF/ FT DRYWELL CAPACITY = 5"-8" - �� LINE OF USE 1 - 81-0" 0 DRYWELL X 6'-0" 3 3 3 COARSE TO PIN[ = g111111==:1111011111! IMBEDMENT ED REINFORCED ROOF AREA 4 BROM AND UGHT — __ _I CONCRETE I0.0 M°EDIUMM _ = .../ T TRENCH ROOF2 (AAFRA =.2 1210 Cr FT FXDR17 CAPACITY 4_20 Cr 9 7 4 SrGRAVEL.TRACE SILT 1.65 IIIII= III—IIIA=11 I I=1111= USE I - 81-0 0 DRYWELL X 6'-0" COAFt3E TO BROWN ANDBROVIN PINE HC E Di A \ ; EUA IIL GRAVEL MEDIUM TO PINE 0111U WEHCE , AIIL 15 0 ��4,1040,_' -1�.� 0 6 7 5 NOT TO SCALE •�1,�1:�♦`��` O 7 '111 ` � .,- NOTE: INSTALL SILT FENCING AROUND ALL EXCAVATIONS IN STRICT t 4*/4 CD WATER 181-0" +/- ACCORDANCE WITH THE TOWN OF SOUTHOLD ENGINEERING DEPARTMENT REQUIREMENTS S 51 023100" E �I10A' �• 11 1 BELOW GRADE 46,00 124.741,0410A 11 e ♦ �` �n 20.0 5 7 6 5 51°23�p_ 'I___________________\ ,- co / t�I�j ,.. ilk 6 Nwer,,,, cg _ „, 4*-04 9 -- N APPROXIMATE LOCATION OF �11 ! �1 25.0 12 12 7 0 EXISTING WELL � AlitN 25 �� � 1 ^ �:�` �- END OF BORING m ,.,s f114-F*�. '-�.0.!,. 4row#o.,1......3 t ,„., ,. •,. << `' G: 0 CAST IRON FRAME AND / 0 AP ice• ��••00 Ow, vii.., GRADE COVER TO GRADE 0.Oile MI i 7'-0" +/- 43'-0" ��� ��� • OO00• / \ APPROXIMATE LOCATION OFtSe ** C INLET EXISTING RESIDENCE + dev 25.25 a NOTE INLET AND OUTLET TO BE ,� _ / H®®IF TIM' o RED OC ELL U0 cp O O C MIN 2400 CLASS PIPE I/8" + elev 25:0 0 0 C = C PER FT PITCH 5 / o C • / 01 IODIC / - � / t 11= 1= 0C ../ 0 o C eocorromO I i!gli'(I)-og3-13-2 3oIl 1D CDC 10 CARS — ' I / \ \ (97(20') § / DWG. FAR . 2" MIN ABOVE I I GROUND WATERI 8'-0" - 1 O'-O" ow - : - • APPROXIMATE LOCATION �'-` OF THE EXISTING SANITARY PARKING�7 ��� � \ .. EXTENSIOAREA �\��i SYSTEM VERIFY IN FIELD) / M11 , i..fl , UJ, a.,lti�l i m\®� ro ocAud ALT NOTE S4 .- i `% NEW ONCRETE (ENTIRE POOL TO BE IN CLEAN SAND AND GRAVEL) + elev 22.5 _ ���' NEW SIDEWALKS CONCRETE ALT 65� NOSSID 'I KS SEE ALT /00Corrohl110 , �o��o�o�� 12/24/2014 p � NOTE S3 UJ \ r + . Iev 23.00 ROOF AREA 4 4 g '`.�� X11 oCov oP110 11 00-13-2® - ,. xp �•.r- / O r .,,,, ` .: (� I'-2" ASPHALT TOP i NEW (�• �j� / a] � ..„,„„,..„.... , � COURSE GRADE \ 14 C•RS PLATFORM ` `�/ I =� 11111 11111—IIIII—Ills i I (97( •) � � , Q - I—IIIII-11 = `0 V Ifl p 5" BLENDED'' • `• 11111=IIIII='' i -�; 'BAS . F• ' � '• NOTE: ALL DIMENSIONS FOR . 1—=11111=-111' EXISTING NEW / ROOF REA 2 ' — I •� =11111=1I I + elev 20.0 PARKING RAMP SIDEWALKS ARE APPROXIMATE AND I SUBJECT TO FIELD VERIFICATION o 9 'I =Ill 11=11111 11111 11111 I 1111= III NOTE: PATCH AND REPAIR ALL AREA BEFORE CONCRETE WORK II 111111 IIIII IIIII= 11 DETERIORATED. CRACKED ORCOMMENCES IIIII _ DAMAGED EDGES OF ) ♦ ;0i, -..,441.11": •- tP E7-1 11; III —IIIII 1111 11111 PAVEMENT ALONG THE ENTIRE // TRENCH ��j� I ALL SIDEWALKS TO BE 41-0' WIDE =11111 'IP LENGTH OF THE EXISTING + elev 19.: 7 � . v 20IIIII _ _ ♦ Ft 11 PAVED AREAS THAT ARE SHOWN TO REMAIN. liminini����� iire• 6" PVC Q•�♦� • At,a 41 ', , r FOR GENERAL SITE WORK. SEE SITE (n �♦♦' �� 0 -, . 4 �IALTERATION NOTES IN THE I 1M.V.ZINI13,17 UJ�TA II / O 0 , `:: : \t'N SPECIFICATIONS ZtI CO g H RTC ayQ.�ill1�J_fa tu ' \ PAVEMENT 04..1/4, �4. inV-0* g N/ .< N 1 AREA i lictz / CO 44 LI 0 4'THICK REINFORCED z I ROOF AREA 3 Q �110 �� A648.92Ato IDEWA CONTROL JOINT ♦♦CONCRETES LK (20-0' O.C) 1 ..•����♦�� .< WITH BROOM FINISH ���- 50.pp N 51°24t0" W ���♦.� 130.64— — .\— °. ? e 6-0' EXISTING d co '" 66 101 O 14F a N 61°04 4 NEW CONCRETE SIDEWALK i �. • '° : . eld vers NEW CONCRETE NO SIDEWALKS SEE ALT • • ° APRON SEE ALT NOTE NOTE 53 F, ,,,„. ,. Ak,.`s, . E R�ES��6.c. . a FIBS EDGE OF ROADWAY �r , A r ' COMPACTED 4 EDGE OF ROADWAY y �, SUB BASE ALL DETAILS AND MATERIALS - ,,,• '' 1, A FOR THE NEW APRON SHALL BE MAIN BAYVIEW ROAD ' IN STRICT ACCORDANCE WITH I:j i�1 E i x THE TOWN,OF SOUTHOLD 4s'� 4, 1 11 i` — — — = ENGINES. p tkE 811.4U =11111 IIIII IIIII 11111 IIIII IIIII 11111= — IIIII—IIIII—IIIII—IIIII—IIIII—IIIII— Hp -11111—11111—IIIII—II111—11111—IMI—11111— lei 0= ELAN JWALH :DDEUALL oc,COL O Il00DMES-33- OIl OCELEs Il" o MUD" 2 RT® OCA } 1 r --- NOTE: THE CONTRACTOR SHALL VERIFY THE HEIGHT a Y I11®IIa0 `; \ BETWEEN THE BASEMENT FLOOR AND GRADE IN THE I 1/2" 0 PIPE ) FIELD AND PROVIDE THE APPROPRIATE NUMBER OF RAIL(GALV.) RISERS TO ACCOMMODATE THE VERIFIED DISTANCE < 4-0" ) LIGHT FIXTURE /.1---1O HARD WIRED SMOKE DETECTOR 11/2" 0 RAILS >oHANDRAIL(I 1/2" PIPE) I I/2" 0 PIPE RAIL (G" OC) Z (GALV.) ALONG WALL (m O CARBON MONOXIDE DETECTOR WITH WALL OUTLET 0 • 1 1/2" 0 PIPE J NEW CONCRETE BASEMENT STEPS CRAWL SPACE `H� co RAIL (GALV.) i% WITH METAL RAILINGSA,. HORN/STROBE SEE DETAILS. STUCCO THE O EXPOSED CONCRETE FOUNDATION " I 'I PULL STATION v 1 1/2' INSIDE DIAMETER + WALLS PIPE SLEEVE SET IN DRAIN TO 4'-0" 0 X `4 ° CONCRETE 0-0" DEEP DRYWELL m `/ INSTALL UGHT FIXTURE BE ALARM BELL 2"X 1" REVEAL UNDER PLATFORM OVER DOOR(SWITCH IN APT 5) \ `t ® REMOVE WALL INSTALL NEW DOOR 0 MHO - MAGNETIC HOLD OPEN DEVICE (BEDROOM DOORS) O SEE DETAIL 'C" (SEE ALT NOTE 7) CONCRETE STEPS " / GENERAL NOTE: CONTRACTOR SHALL VERIFY ALL EXISTING 1 a R § I -I -T I CONDITIONS, MATERIALS AND DIMENSIONS IN THE FIELD a �U a Q INSTALL TRIPLE 2X8 I I I I I BEFORE CONSTRUCTION COMMENCES. DO NOT SCALE — GRADE > 66 X I 0 I O WWF FLUSH HEADER I o I I I O DRAWINGS FOR THE PURPOSE OF CONSTRUCTION-NOTIFY Cii), — — ___=_ OVER DOOR THE ARCHITECT OF ANY_CONDITIONS;DIMENSIONS 01k. O ,a a DETAILS THAT-COULD HINDER OR PREVENT THE PROGRESS O \ ' = = = — 4 REMOVE EXISTING OF�I E PROJECT IN ACCORDANCE WITH THE GENERAL O 111= — _ 11 I— — — s BASEMENT STAIRS INSTALL NEW NTENT OF THE PLANS. �,. II - - — • a . - 1 = 2X8 FLOOR JOISTS O °\ =1 - = I- — - © AND 3/4" PLYWOOD �n _ _ SUBFLOOR(SEE ALT V11 11 = III11=1I I1 NOTE 6) STORAGE BASEMENT 0 1111 = d .. • �=11111— •'111 O U ,7 aQ $ EXISTING BOX ELECTRICAL - < 91� 12" 0 CONCRETE PIERS 6 SET 3'-O" BELOW GRADE WITH (6) `n 8'-6" TREATED 4X4 POSTS ABOVE- ( - 4" a 8" 4"/ `H' O \ 1 0, 4 HIALLWAY _ " aG 0 a a /�------,., r _ 2-2X8 / xx\ _6 / > g F 0 vv /�OOO WALl �Lll0 Ln, UNE OF DECK COO N / ABOVE ° � OCC__o Il°°�Il°4°° — 1 I EXISTING SANITARY BASEMENT O �, ,, o O O DRAIN UNE DO NOTE: THE CONTRACTOR SHALL VERIFY THE HEIGHT 2X8 TREATED LEDGER BOLTS ,TO I O X • BETWEEN THE BASEMENT FLOOR AND GRADE IN THE EXISTING BOX BEAM WITH I/2 LAG I 0 A O ke FIELD AND PROVIDE THE APPROPRIATE NUMBER OF INSTALL NEW 5/8" FIRE RATED BOLTS 2'-0" OC STAGGERED-SOP RISERS TO ACCOMMODATE THE VERIFIED DISTANCE SHEETROCK ON CEILING OF BOILER AND BOTTOM I < 2X8 FJ 16' OC AREA SHOWN HATCHED. INSTALL 1 = PROPERLY SIZED METAL ACCESS N + 7 PANELS FOR ACCESS TO ALL `Q VALVES AND MONITORED DEVICES I N rn BASEMENT (SEE ALT NOTE 3) 1 N DWG FAR #5 RODS t HANDRAIL ON EXISTING CHIMNEY C I—I � ) X ( WALL B (I -0" OC WOOD 5-EPS ABOVE CONCRETE #4 RODS _ / / X O CRAWL SPACE O I SEE DETAIL SIDEWALK (TYPICAL) 1, IO" - kr, ' B 1 2X8 TREATED LEDGE BOLTED TO ap N • OEXISTING BOX LTS 2'-0' OCFSATMAGeERED TOP LAG I 12/24/20 14 _ N _ IIIII-11111 0AND BOTTOM 11111 111[1 11111=1_ _ ocn N ' REMOVE EXISTING WOOD I -,,.....-- cm—11111= J cr) ' PLATFORM, STEPS ANDV.„. ___.\ i ; _ - `/ * j =11111ila 11111-11 .- i---_--=- 11111= whCI RAILING. INSTALL NEW WOOD 2-2X8 I—I J • STEPS PLATFORM AND VINYL — — X �,\ _-IIIII= IIII-IIIII IIIII-IIIII•-1f o ° �' _ �Ilull 1111 11111 11111-11111-11111=1111 RAILINGS 11111-11111— 1111111111111111-11111 ; . ( y < NOTE: REMOVE EXISTING 5 PS J.� 'I I 1111 111%11111=IIIII=11111=1111111111 ► o V /\ I I /\ r- - -� I 51-0. AND DECK COMPLETELY If�CLUDING 'III=11111 IIIII=IIIII=IIIII—IIIII=,.III I= III' CONCRETE I I I � — 2X8 TREATED LEDGER BOLTED TO < ) ALL FOOTINGS, FRAMING AND III_ - — _ = I PLATFORM g 1 EXISTING BOX BEAM WITH 1/2" LAG 1111-1111=IIIII III1—11111=_ -11111 I - . = , -1I I I I . . `r72_ 1 ;� 1 '-i�1—`Q -c�' I BOLTS 2'-O" OC STAGGERED TOP COLUMNS.NNS. ROOF STRUCTURE TO IIIII—IIIII=1111 =" � .� � —• -N— —4- 1 AND BOTTOM 66 X 1010 WWF 0" 2_2X8Fi° U#5 RODS REMOVE EXISTING WOI 51-0' 12' 0 CONCRETE PIERS CRAWL SPACE COMPACTED (18" LONG) PLATFORM, INSTALL NEW G" I-K — — -�-1 SET 3'-0' BELOW GRADE WITH FILL I'-0" OC REINFORCED CONCRETE UNE OF NEW TREATED 4X4 POSTS ABOVE OI" LI PLATFORM WITH VINYL STEPS ABOVE r ^ CaDHCIEEPTE EMT [: Kr,_,AIIL vRAILINGS , 81-0' PI .. ao INSTALL NEW 6" REINFORCED k NREMOVE PORTION OF THE CONCRETE PLATFORM WITH `IN WW EXISTING FOUNDATION WALL IINY�RAG 'UNGS - SEE DETAIL I� a 0 TO INSTALL NEW DOOR I I ...2' I I 6V.M i ' G di I I f M v. 8 CAULKING HOLLOW METAL DECK ABOVE EXISTING FRAME FOUNDATION WALL THERMA TRU ._- (t ,,�i � �� 'eke ( 8i- I__I_J BOLT NEW FRAME TO INSULATED FOUNDATION WALL UTE', OR JAMB IN-SWING �� Res r -------- ` t�T � _ - I _ EXTERIOR EXTERIOR DOOR. "H; `; '�® ALUMINUM ,. RE MAXIMUM RES STANT END L �bo i�b1 ��:fi, A, RISE 1/2" ��� RAIL °'`has sFQ�°�/ CAULKING L J iAat a�%/� 12 MAX - „ WEATHER- INSULATED THERMA TRU STRIPPING THERMAL I LINE OF INTERIOR METAL DOOR WITH FULL BREAK FLOOR WEATHERSTRIPPING 'BASTA/EMI' 707,17. EDLIETION ALAN 00 " M=RICID. A D [D AI�ASgIv�[IE� BOO 01 M �EUAIICOO��IEo we�� o 11°4"11/2 I OCC: Il/2 IFUJll ll OCC / 3/4" PLYWOOD NEW SUBFLOOR TO BE i-- BOLT 2X8 LEDGER TO SUBFLOORING LEVEL WITH EXISTING 571V23011.40EXISTING WADS i VFLOORFOR W/ I/2" 0BOLTS REV - INSTALL BLOCKING TO FA Mi/ CREATE O HARD WIRED SMOKE DETECTOR SURFACE MOOTH '11 ®i/ 2X8 LEDGER +---I I-------I+---I + EXISTING INTERIOR NOTE: THE CONTRACTOR SHALL VERIFY THE HEIGHT c MHO 2X8 FJ 16' OC r WALL BETWEEN THE BASEMENT FLOOR AND GRADE IN THE 2 ® HARD WIRED HEAT DETECTOR W/ R-19 INSULATION FIELD AND PROVIDE THE APPROPRIATE NUMBER OF 41 EXISTING 4, GALVANIZED JOIST / RISERS TO ACCOMMODATE THE VERIFIED DISTANCE < REMOVE EXISTING O CARBON MONOXIDE DETECTOR WITH WALL OUTLET FOUNDATION WALL HANGARS I I/2" 0 PIPE RAIL DOOR AND FRAME ^ (GALV.) ALONG WALL INSTALL NEW DOOR A HORN/STROBE JEITA I I "k"" REMOVE AND REPLACE AND FRAME (SEE /� EXISTING WINDOW SEE ALT liO ALT NOTE 1) _ ����°o Il/�� o Ilo�� 04 NOTE 13 I I/2" 0 PIPE D 0 S n PULL STATION EXISTING ROOF 3046 RAIL(GALV.) NEW CONCRETE LIVING ROOM BEDROOM 0 MHO - MAGNETIC HOLD OPEN DEVICE (BEDROOM DOORS) SYSTEM TO REMAIN i , a" BASEMENT STEPS O p WITH METAL RAIUNGS El - IMPSON STRONG TIE CONNECTOR CLOSET (SEE DETAILS DWG 3) H2.5 @ 16' O.0 EACH WITH (5) 8D © p0 DELAYED EGRESS CONTROLLER SYSTEM IltFASTENED TO RAFTERS AND (5) 8DWITH ELECTRO - MAGNETIC LOCKSFASTENED TO COLUMN HEADERINSTALL CLOTHES ASSEMBLY. REFER TO MANUFACTURERTO BSMNTPOLE AND SHELF IN a FOR COMPLETE INSTALLATION REQ. _ REMOVE EXISTING LT FIX NEW CLOSET CLOSET DOOR AND FRAME .. 1' © GENERAL NOTE: CONTRACTOR SHALL VERIFY ALL EXISTING • (1) SIMPSON STRONG TIE STU 1/2F INSTALL NEW DOOR / �l CONDITIONS, MATERIALS AND DIMENSIONS IN THE FIELD O I BEARING X0 EACH COLUMN BEDROOM AND FRAME (SEE ///// OO BEFORE CONSTRUCTION COMMENCES. DO NOT SCALE • ALT NOTE I) NEW CLOS REMOVE EXISTING OO DRAWINGS FOR THE PURPOSE OF CONSTRUCTION. NOTIFY CD 5 25 STAIRS INSTALL VIEW CLOSET THE ARCHITECT OF ANY CONDITIONS DIMENSIONS OR 5❑ O _ -'� 2X8FLRJOISTS///, 7 _ DETAILS THAT COULD HINDER OR PREVENT THE PROGRESS r AND 3/4' PLYWOOD OF THE PROJECT IN ACCORDANCE WITH THE GENERAL PI 11 A307/SAE 10I 8 1/2" DIA. THREADED ROD, REMOVE EXISTING 5 = AS SUPPLIED BY CONTRACTOR, PER EACH DOOR AND FRAME 0 SUBFLOOR(SEE ALT INTENT OF THE PLANS. COLUMN INSTALL NEW DOOR MHO FOYER O NOTE 6) SEE DETAIL " " O AND FRAME (SEE 2(iiii r KITCHEN --- ---____._ _�� ' (I) SIMPSON STRONG TIE CNW COUPLER - LT NOTE I) __. R ® MHO -,.� • NUT, ONE PER COLUMN. REFER TO _ - O BEDROOM 6 \ MANUFACTURER FOR COMPLETE - I + 9'-0" p < INSTALLATION REQUIREMENTS 26 < REMOVE EXISTING WOOD Q BATHROOM J C ) � LAUNDRY // 8'-6" 6' COLUMNS. INSTALL NEW 10" 0 a 11 1 1 14 i _ < ) ( FIBERGLAS COLUMNS (I) 1/2" ANCHOR BOLT AT EACH COLUMN 7❑ O 1 ROOF O OC REMOVE EXISTING - X ^// O /\ EX STING DOOR AND FRAME 1 - vLlI L EXISTING OR NEW DECK STEM SEE - INSTALL NEW DOOR � ' DETAILS ON DWG I 0 AND I I e _ 4 0 AND FRAME (SEE �`C_/1/ LOSET ALT NOTE I) kl i CONCRETE PIER T 0 0 C - jr-'O BATHROOM 5 \ , i t GRADE FOOTING (EXISTING OR NEW) 0 (ll)O © - E' VINYL RAILING �0 i 1 1--1 I__1_ _l_________3 .1 Era M ZO) 0 icel 0N SCCA L BOO ]L]L(Q)\ T KITCHEN HALL REMOVE EXISTING - 1 PORCH NOTE: REMOVE EXISTING IPS AND DECK COMPLETELY IN6L.UDING 2 O CL O DOOR AND FRAME BATHROOM® X C ALL FOOTINGS, FRAMING AND (I)�7 �,�tsK UJ]F]L �WU1IINSTALL NEW DOORO12 COLUMNS. ROOF STRUCTURE TO Jl AND FRAME (SEE REMOVE EXISTING O REMAIN. CONSTRUCT NEW DECK, ALT NOTE I) RAILS AND COLUMNS Cal\-\171TCUI:CH DNING ROOM o BEDROOM MHO. o DOOR AND FRAMEINSTALL NEW DOOR R. 101 6 AND FRAME (SEE N II 2 - - ALT NOTE I) - E0 - M® MAHE BEDROOM DWG. FAR I N v 00 000 26 O i s E VINYL RAILING - 00 CLOSET HALL I I • MHO 1L J I L- X j LIVING ROOM BATHROOM LC i H 8 ❑ ❑ CLOSETNEW FIRE ALARM a O ❑- CLOSETCONTROL PANEL(j KITCHEN O © El CLOSET 1'4 I REMOVE EXISTIN ODREMOVE EXISTING FOYER STEPS,STEPS. INSTALL��EW WOO4. I/2 RADIUS REMOVE EXISTING — or® Oco SEE ENTRANCE DOOR STAIR INSTALL 14 .. TRIM TYP. �- FLUSH AND FRAME INSTALL NEW SEE DETAILS SHELLFF I POLE A 0 /\ UP .4.1. tori TREAD ,.\�� - NEW DOOR AND (SEE ALT NOTE 8) R. CLOSET 0 "'iI a� isP�; TRANSITION FRAME (SEE ALTr' 60' NOTE 2) - REMOVE EXISTING - \-f /�4 , WOOD BLOCK P ENTRANCE DOOR EXISTING STAIR ' A I - AND FRAME INSTALL CLOSET I T N''CUT TO FIT ° PS UP �ApgAG 3 ) CLOSET ° ''O" NEW DOOR AND l 3 lPS O I 2 FRAME SEE ALT CACCEPTABLE I I ® ( O4._6" _ \---1, REMOVE EXISTING 000 NOSING I I I I - I NOTE 2) COLUMNS. INSTALL NEW 10" 0 j� " O I _ 5'-O' FIBERGLAS COLUMNS p0 61 RT0011HG ,1D]EJTA I ll REMOVE EXISTING WOOD I I \REMOVE PLATFORM, INSTALL NEW 6"� '74- °_ REMOVE EXISTING WINDOW(SEE REINFORCED CONCRETE ENTRANCE DOOR ALT NOTE 4) _ WALL BASE AT WALL PLATFORM WITH VINYL N 5�-0�� v L - - - - AND FRAME INSTALL P 14 _ OS © CS / FINISH RAIUNGS SEE DETAIL C < > _ NEW DOOR AND INSTALL NEW 6" REINFORCED I� FINISHED FLOOR DWG 1 I FRAME (SEE ALT INSTAL CONCRETE PLATFORM WITH LIVING ROOM STAFF1 :/ - - NOTE 2) < g�� VINYL RAIUNGS -SEE DETAIL I ' I 11 j R i TRIM PINE RISERS REMOVE EXISTING WOOD "C DWG I I . 5 [� r:1 '• Z WAIL OAK STEPS. INSTALL NEW WOOD u A ®- - STRINGER I 1 I TREADS STEPS, SEE DETAIL /TREAD REMOVE PORTION OF EXISTING ,-��. 0 WOOD FLOOR TO INSTALL n n - A Ww 3 .4„.....1„....___ FRAMING ' ������ NOTCHED NEW STAIR FIRE PLACE/APTI FULL STRINGER _ )111 GALV \ N STRINGER SECOND FLOOR I- 1 I•— I F + CONNECTOR N ,- -_ WALL ^- m II 0 A , W-- BLOCKING l� STRINGER REMOVE /\ DOUBLEREMOVE EXISTING WOODArr. 3 A CARRIAGE , N IINNXSTALL NSTAIR '' FLOOR STEPS. INSTALL NEW WOOD_ _ FOYER �' (SEE ALT NOTE JOISTS PORCH STEPS, SEE DETAIL u " INSTALL NEW VINYL N r0 > SEE STAIR 5/8 FIRE RAILING NOTE: REMOVE EXISTING STEPS ❑ - � .� - LINE OF WALL AND COLUMNS. ROOF STRUCTURE ; �iy. �� FIRE BLOCKING N FIRST H ® /"f - STAFF -�� "� �'®r `�, b DETAIL RATED .� FLOOR UNE - CLOS RAT SHEETROCK O TO REMAIN. INSTALL NEW, RAILS O <` A AND COLUMNS ,� CARRIAGE REMOVE EXISTING WOOD F'r° ) c COLUMNS. INSTALL NEW IO 0 - ,' `> Cr,v _ _ FIRST FLOOR FIBERGLAS COLUMNS liMY 'PLAN � pro, l�tii ,� '; REMOVE ,. °�•iwE Vila ,,,' ItIi)]i WORSID) ITAIIR D)llITAIIL$ L (CITll(O][ 1 0 L. Q EXISTING WALL M® OC�E rx. RI® OCCADIE OCklIg Il/6" o 11.94" UNE OF MISTING DECK U U REMOVE EXISTING WOOD COLUMNS. INSTALL NEW 10" 0 W IIR EIT WIL(O(U)]I JFLAN REMOVE EXISTING WOOD B 10) FIBERGLAS COLUMNS / STEPS. INSTALL NEW WOOD ir MAID 11/6" o Ilv4ov STEPS, SEE DETAIL ....}K i- OYEENDEZ O HARD WIRED SMOKE DETECTOR O HARD WIRED HEAT DETECTOR D( OC CARBON MONOXIDE DETECTOR WITH WALL OUTLET ``HH'' A HORN/STROBE PS PULL STATION _ SHED ROOF ® MHO - MAGNETIC HOLD OPEN DEVICE (BEDROOM DOORS) O WINDOW INTERLOPER ALARM (SECOND FLOOR WINDOWS ONLY) QGENERAL NOTE: CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS. MATERIALS AND DIMENSIONS IN THE FIELD CDr__ CDBEFORE CONSTRUCTION COMMENCES. DO NOT SCALE II x I DRAWINGS FOR THE PURPOSE OF CONSTRUCTION. NOTIFY O W THE ARCHITECT OF ANY CONDITIONS. DIMENSIONS OR co) --m DETAILS THAT COULD HINDER OR PREVENT THE PROGRESS T OF THE PROJECT IN ACCORDANCE WITH THE GENERAL ROOF - 1 INTENT OF THE PLANS. T) 11 n ® _ i O _ DINING/KITCHEN LIVING ROOM 2❑ < 4 ROOF - n S A O @ 11 O o ® ago 0 _ a ROOF R. OO I_____I }___i_ ..._ _ )4 00 N . cpn0 00 O - VERIFY ALL WALL2 ) LJQ CONDITIONS W REMOVE _ \ WN WINDOW(SEE ALT NOTE 4) A T A O BEDROOM 0 HALL. - a i. BEDROOM 5❑ BATH ROO BATH RO• 3 O HOLLOW METAL — BEDROOM DOOR FRAME ® O 8 ® O 5 - DWG. FAR MHO (� 2 s CLOS0 `H' O REMOVE EXISTING ROOF DOOR AND FRAME - INSTALL NEW DOOR NEW DOOR O - - AND FRAME (SEE 0 REMOVE EXISTING z ALT NOTE I) W - DOOR AND FRAME MHO REMOVE EXISTING v INSTALL NEW DOOR CLOSET DOOR AND FRAME R HALL 2s MH ��ALL Wim" O AND FRAME (SEE 26 INSTALL NEW DOOR I - • CONDITIONS 12/24/2014 ALT NOTE I) rill ( 3❑ AND FRAME (SEE G --s' ALT NOTE I) O CLOSET 7 :I LIVING ROOM S ® MEP. , itir E :BOOLE , ‘o OS HALL O DINING ROOM 2❑ 0(10 El CLOSET an �I OCC�IE .16,- ,,,...... .. O DN. g O ��� INSTALL NEW WALL TO ; N ACCOMMODATE NEW O 0 STAIR(SEE ALT NOTE 9) KITCHEN i .......: 1\ 26 MHO F91I I I \ ___I i_______i______i_ EXISTING _ O O CL STAIRS p bi REMOVE EXISTING REMOVE EXISTING OW STAIR INSTALL DOOR AND FRAME NEW SEE DETAILS INSTALL NEW DOOR - 1 NOTE: INSTALL G HEAT DETECTORS IN ATTIC (SEE ALT NOTE 8) AND FRAME (SEE S Li AREAS EVENLY DISTRIBUTED TO PROVIDE FULL ALT NOTE I) COVERAGE SEE ROOF PLAN FOR LOCATIONS BEDROOM PI � , O 0 ® PI Hr-Th STORAGE r a 0 2 O O I ROOF ® I I I J I ci /C 0 f U e v 1:, ,c H c ROOF / APT 4 -''� �qr'� '�� ��� °1� .. APT 2 4 ROOF _. :i _.,,, ; !i' . ( �� icrol E 2. CC0,77DW1 ©]i PLAN PLAN �� OCJg Il/�°° o Tdir ATO OCA I -. i '-- SHED ROOF EXISTING ROOF STRUCTURE TO REMAIN. INSTALL NEW ROOFING (SEE ALT NOTE 10) Cm EXISTING ROOF STRUCTURE TO REMAIN. INSTALL NEW ROOFING a 2'7(8" RR I G" OCA 2"X8" RR I G' OCA (SEE ALT NOTE I O) CA C CONTINUOUS/ Q RIDGE VENT O SHED ROOF REMOVE EXISTING ROOF, CONSTRUCT NEW GABLE 74C9:›7 ROOF FOR ENTIRE LENGTH OF EXISTING ROOFREMOVE 9 GABLES, OI NSTRUCT NEW D O / O E 5 H REMOVE EXISTING ROOF. � CONSTRUCT NEW GABLE VALLEY ROOF FOR ENTIRE LENGTH FLASHING D REMOVE EXISTING ROOF, OF EXISTING ROOF i< CONSTRUCT NEW GABLE EXISTING ROOF STRUCTURE TO ROOF FOR ENTIRE LENGTH REMAIN. INSTALL NEW ROOFING OF EXISTING ROOF (SEE ALT NOTE I 0) 4110) 2'7(10" RR I G' OC 2'X 10" RR I G" OC0 Q O a 1CONTINUOUS SHED ROOF RIDGE VENT o 110 C 0 n ' 3i _ CONSTRUCT NEW GABLE CRICKET VALLEY TO SHED WATER FROM THE ROOF EXTEND EXISTING GABLE ROOF FLASHING AT THE EXISTING WALL VALLEY REMOVE EXISTING ROOF, INTO WALL OF SECOND FLOOR ^ FLASHING ROOF FOR NTIRE LECONSTRUCT NEW NGTH BEDROOM 8 REMOVE EXISTING ROOF, OF EXISTING ROOF CONSTRUCT NEW GABLE CD ROOF FOR ENTIRE LENGTH OF EXISTING ROOF DWG. FAR 8^ 0 41 O iz EXISTING CHIMNEY O SHED ROOF v CONTINUOUS RIDGE VENT 0 O EXISTING ROOF STRUCTURE TO CONTINUOUS RIDGE VENT ^ REMAIN. INSTALL NEW ROOFING 12/24/20 14 (SEE ALT NOTE I 0) 8 EXISTING CHIMNEY- EXTEND \ REMOVE EXISTING ROOF. VALLEY ZCHIMNEY TO 2'-0" ABOVE RIDGE N'� -,� ���` 11 CONSTRUCT NEW GABLE v FLASHING UNE. AU. BRICK AND BRICKWORK ���� REMOVE EXISTING ROOF, _a ROOF FOR ENTIRE LENGTH TO MATCH EXISTING. INSTALL CONSTRUCT NEW GABLE OF EXISTING ROOF NEW STAINLESS STEEL CHIMNEY �i � l ROOF FOR ENTIRE LENGTH 0 -.6...400,OF EXISTING ROOF CAP ���r-�� ti v O 2"X 10" RR I G' OC 2'X 10' RR I G' OC 8^ p0 U TYPICAL GABLE II NAILS MITER FRAMING BASKET ‘Ii Zo 2X8 RIDGEP M R STRAINER REMOVE EXISTING ROOF, REMOVE EXISTING ROOF, N.., UI ti CAP all\GUITER CONSTRUCT NEW GABLE CONSTRUCT NEW GABLE OGEE IV ROOF FOR ENTIRE LENGTH ROOF FOR ENTIRE LENGTH 4H '" PROFILE OUTOF EXISTING ROOF OF EXISTING ROOF*IlitGUTTERELBOWS2X8 ON THE FLAT � 0GUTTER HANGER NOTE: GUTTER HANGAR TYPE AND STYLE SHALL3BE INSTALLED AT THE DISCRETION OF THE /2' +/- CLEARANCE, TYP. lis------ SUBCONTRACTOR Z N M -ICE PLANE �v�/ Z Q� U 9 WALL BRACKET GUTTER (5'-0" O.C., MAX.) — f cl I__ EXISTING ROOF STRUCTURE TO '" U GUTTER PLACEMENT IN SNOW ZONES REMAIN. INSTALL NEW ROOFING d °� 8 tD ���%��% SLOPED DOWN SPOUT (SEE ALT NOTE 10) -5> ,- /� PERFORATED (ALSO LEADER OR EXISTING CHIMNEY- EXTEND ,_ � CONDUCTOR) CHIMNEY TO 2'-0' ABOVE RIDGE ��` Ree �<�'\ . .. LEAF GUARD UNE. ALL BRICK AND BRICKWORK Oy-, �r�, '�'' WALL BRACKET TO MATCH EXISTING. INSTALL ` ATTACH LEADER TO FITTED LEADER BOOT NEW STAINLESS STEEL CHIMNEY (............_ t:,, GUTTER CONNECTEDTODRYWELLS (SEE SITE PLAN IZOO� CAP 14P10 I/ FORDRLLLOCATIONS) ' ' II EXISTING ROOF STRUCTURE TO43, �� REMAIN. INSTALL NEW ROOFING �O' ioR� � ' LEAF GUARD (SEE ALT NOTE 10) TfO� s�as� ' r- . .. . / CGU:,_:, IR A D llLA191t 2 DME�AIIL M04:17 WLAN ( 4 ' ' CONTINUOUS STAINLESS STEEL a RIDGE VENT CHIMNEY CAP n N./ NEW WOOD FASCIA , ; , ,• , °1, CONTINUOUS CAPPED WITH ALUMINUM ' ' ' , , ► , RIDGE VENT I2 I ► ' ► ' ► ' ► REMOVE EXISTING ROOF, N• NEW VINYL SIDING ��� TEND EXISTING CHIMNEY CONTINUOUS � EX CONSTRUCT NEW GABLE ROOF FOR ENTIRE LENGTH . - RIDGE BRICK TO MATCH - RIDGE VENT OF EXISTING ROOF 9.33 UNE OF EXISTING ROOF = UNE OF ROOF TO EXISTING - TO BE REMOVED , - - - - - - BE REMOVED ��� REMOVE EXISTING REVERSED REMOVE EXISTING ROOF, CONSTRUCT NEW GABLE ROOF D GABLES, CONSTRUCT NEW CONSTRUCT NEW GABLE CONSTRUCT NEW GABLE CRICKET OVER EXISTING FLAT ROOF \ ROOF FOR ENTIRE LENGTH a OF EXISTING ROOF TO SHED WATER FROM THE ROOF — \ AT THE EXISTING WALL - O -..1 P__.„ O --.4 + NEW WOOD FfribCiA - NEW WOOD FASCIA Z CAPPED WITH ALUMINJM- > CAPPED WITH ALUMINUM oir m NEW VINYL SIDING -NEW VINYL SIDING- (TYPICAL) REMOVE AND REPLACE SEE ALT NOTE 12 EXISTING ROOFING - SEE ALT NOTE !2 - EXISTING ROOF STRUCTURE TO (SEE ALT NOTE 10) - REMAIN. INSTALL NEW ROOFING OO (SEE ALT NOTE 10) _-�' `_ REMOVE AND REPLACE EXISTING ROOFING (SEE ALT NOTE 10) \ < 9 NOTE: REMOVE EXISTING STEPS r I y --- REMOVE AND REPLACE AND DECK COMPLETELY INCLUDING `1---� EXISTING WINDOW SEE ALT ALL FOOTINGS, FRAMING AND — NOTE 13 > C COLUMNS. ROOF STRUCTURE TO _ ❑ SII REMAIN -VINYL RAILING WIN VINtI_SIDING -_ - / SEE ALT NOTE 12 - a REMOVE EXISTING WOOD IL COLUMNS. INSTALL NEW 10" O = _ NEW VINYL SIDING FIBERGLAS COLUMNS N SEE I/2" 0 PIPE TSEE ALT NOTE 12 0 WOOD STEPS RAIL(GALV.) - O AVERAGE GRADE SEE DETAIL ' - (Ai n v .4:1....................... GRADE ♦..♦•••♦ i♦♦♦ — — — ••••.•- •••_�• \VINYL LATTICE L - - - J I NOTE: THE CONTRACTOR SHALL VERIFY THE HEIGHT UNE OF EXISTING 1- - - - NEW CONCRETE 12 0 CONCRETE PIERS FOUNDATION BASEMENT STEPS BETWEEN THE BASEMENT FLOOR AND GRADE IN THE I SET 3-0" BELOW GRADE WITH _ _ _ 1 I WITH METAL RAILINGS FIELD AND PROVIDE THE APPROPRIATE NUMBER OF NOTE: THE CONTRACTOR SHALL VERIFY THE HEIGHT L J TREATED 4X4 POSTS ABOVE _E _ _ _ 1 I SEE DETAILS DWG 3 RISERS TO ACCOMMODATE THE VERIFIED DISTANCE BETWEEN THE INTERIOR FLOOR LEVEL AND GRADE IN _Ell - - LI THE FIELD AND PROVIDE THE OF RISERS TO ACCOMMODATE THE RIAPPROPRIATE NUMBERD0 Oa: 0 ` TTL, KVAU'',_,CDRT DWG. FAR DISTANCE `��`11pp ATA���qq NEW VINYL SIDING TO MATCH EXISTING STAINLESS STEE CHIMNEY CAP QUNE OF NEW RIDGE CONTINUOUS 12/24/2014 d► ' I ' ► ' ► d I RIDGE VENT a EXTEND EXISTING CHIMNEY 11111 ► WITH BRICK TO MATCH ' ► ► ► ► ► ' ► ► 1 `�j EXISTING _ �' ► ' ► ' ► ► i ���� �, CEMENT WASH ► I ' � ' � ' � ' REMOVE EXISTING ROOF, p► � �- __ 1 ► 1 1 CONSTRUCT NEW GABLE i��--�--� i � � � i ROOF FOR ENTIRE LENGTH LINE OF EXISTING ROOF zI ,� OF EXISTING ROOF TO BE REMOVED NEW WOOD FASCIA '- CAPPED WITF' ALUMINUM (TYPICAL) EXISTING ROOF STRUCTURE TO REMOVE EXISTING REVERSEDp0 U REMAIN. INSTALL NEW ROOFING =� GABLES, CONSTRUCT NEW NEW VINYL SIDING NEW VINYL SIDING (SEE ALT NOTE 10) P l(r7-2 ti F -' NEW WOOANEW VINYL STDING- _ _ . H g CAPPED W11-11 ALUMINUM 0 Car_LCALL EXISTING ROOF STRUCTURE TO EXISTING ROOF STRUCTURE TO - REMAIN. INSTALL NEW ROOFING `� 3 SEE ALT NOTE I O)MAIN. INSTALL NEW ROOFING / - - - - (SEE ALT NOTE I 0) X 9 w o EXISTING ROOF STRUCTURE TO- a REMAIN. INSTALL NEW ROOFING 4 /�-(SEE ALT NOTE 10) _ /1; - REMOVE EXISTING WOOD - • M COLUMNS. INSTALL NEW 10" ( '1=‘' r4 FIBERGLAS COLUMNS m - REMOVE EXISTING WOOD I I COLUMNS. INSTALL NEW 10" 0 _ _ NEW VINYL SIDING FIBERGLAS COLUMNS AND NEW VINYL RAILING - VINYL RAILING- - - SEE ALT NOTE 12 ` VINYL RAIUNGS - - - 1/I MZ,- e a "- I I J ��,t r R ',.t REMOVE EXISTING WOOD _ L = = = .1 �/ i ` ��'` ;,;;-u, G ' . ,,�--..�.� STEPS. INSTALL NEW WOO — - - - er �. 4 � .. � [ a en r-3 _ _ — l ' t--- 74t �:: . STEPS, SEE DETAIL 1^ „', ` •••••••••••,•••••••••••••••••••••••••• •♦•♦•♦•♦•••♦•♦•♦•♦•♦•♦•♦•♦•♦•♦•♦•♦•♦•••♦•♦ ♦•♦•♦•• ♦•♦ ••••• ••••••••••••••••••• ♦•♦•♦•♦•♦•♦•♦•♦•♦•♦•♦•♦•♦•♦•♦•♦•♦•♦•.1 NEW VINYL SIDING of T j q ,, �.. ••••••••,•••••••••••••••••••••••••••••••• ♦•♦•••. •♦•♦❖♦•♦•♦•♦• ::•••::•::+4:::::*♦•♦ ❖♦•♦•♦❖♦❖♦� y s►a ♦•♦•♦•♦a.�.•♦•♦•♦•♦•♦•♦•♦•♦•♦•♦•♦•♦•♦ -�:�.� R�N OVE J(ISTIING WOOD ♦♦♦♦!�♦•♦ •� •� �•�•�•�•�•�•••�, SEE ALT NOTE 12 ..� ..w VINYL LATTICE REMOVE EXISTING WOOD , a, , c.o' •-•♦••♦-•'�=••-'•♦ •tit•-••♦♦•♦•♦♦♦♦♦♦•�•�•1 STEPS. INSTALL NEW WOOD STEPS, SE DETAIL VINYL LATTICE STEPS, SEE DETAIL b I I I I I I NOTE: REMOVE EXISTING STEPS AND DECK COMPLETELY INCLUDING c� I 12" O CONCRETE PI v J SET 3'-0" BELOW G E WITH L J L J ALL FOOTINGS, FRAMING AND 1E.VL.ITOHTREATED 4X4 POS VECOLUMNS. ROOF STRUCTURE TO WIFEIT � REMAIN7 0.LCA11, L O Il/IGO o n°49° r 0i --- STAINLESS STAINLESS STEEL CONTINUOUS STAINLESS STEEL CHIMNEY CAP RIDGE VENT CHIMNEY CAP S immili .i' EXTEND EXISTING CHIMNEY n mmounimm' WITH BRICK TO MATCH iiili EXTEND EYISTING CHIMNEY Lmmm■ CONTINUOUS 1 1 1 1 1 EXISTING WITH BRICK TO MATCH L-Amimmi EXISTING ��•��� RIDGE 61.1 Lug CEMENT WASH REMOVE EXISTING ROOF, ice- -11111 NEVI WOOD FASCIA CONSTRUCT NEW GABLE ' ' ,... CAPPED WITH ALUMINUM ROOF FOR ENTIRE LENGTH OF EXISTING ROOF r REMOVENEW WOOD FASCIAr CAPPED WITH ALUMINUM I 2 , ,, Alk EXISTING ROOF, • a ROOF, CONSTRUCT NEVI GABLE 8 / Q m ROOF FOR ENTIRE LENGTH -.ow ....„. ,..-- „..„. . ....... -,., 4.-- ROOF FOR ENTIRE LENGRI mom Oa " •• . • EXISTINGROOF NEVI ••r •• r O CAPPED r EXISTING ROOF STRUCTURE TO g � � REMAIN. INSTALL NEW ROOFINGimein 0 ini O (SEE ALT NOTE 10) il EXTEND E " •• b co INTO WALL OF SECOND FLOOR BEDROOM i g EXISTING ROOF STRUCTURE TO EXISTING ROOF STRUCTURE T• REMAIN. INSTALL NEW ROOFING - •• O (SEE ALT NOTE 10) • • r EXISTING ROOF STRUCTURE TO SEE ALT • REMAIN. INSTALL NEW ROOFING 1 d , (--,-- ,............. -....- SEE ALT NOTE I 0) -......MIMINEN ,-____ < I a O MIVAAIWIIMICIEMEM !"ia-ar' bi:ire"m�� REMOVE EXISTING WOOD MIIIIIIIIMiiiiil Mol NEW VINYL SIDING , a, ► 1111. SEE ALT NOTE 12 11.= �■ - . �� COLUMNS. INSTALL NEW I 0' 0 d �� PIPE �� I I I I FIBERGLAS COLUMNS 1 = � u � . .!����ri1111111111111111-1111111111111111111111111111111111 ■ ■l \_ REMOVEEXISTING WOOD o O�7 STE . INSTND O� 1 � � 1 p�— I' STEPS, 5EE DETAIL A n ...... I ............, I NEW CONCRETE INSTALL CONCRETE RAMP FROM REMOVE EXISTING WOOD BASEMENT STEPS NOTE: THE CONTRACTOR SHALL VERIFY THE HEIGHT DECK TO GRADE. REMOVE AND COLUMNS. INSTALL NEW I O" 0 BETWEEN THE INTERIOR FLOOR LEVEL AND GRADE IN WITH METAL RAILINGS UNE OF EXISTING RELOCATE BELGIAN BLOCKS TO FIBERGLAS COLUMNS AND NEW SEE DETAILS DWG 3 i THE FIELD AND PROVIDE THE APPROPRIATE NUMBER FOUNDATION CONFORM TO NEW RAMP VINYL RAILINGS SEE DETAILS OF RISERS TO ACCOMMODATE THE VERIFIED NOTE: THE CONTRACTOR SHALL VERIFY THE HEIGHT BETWEEN TLHE BASEMENT FLOOR AND GRADE IN THE - DISTANCE FIELD AND PROVIDE THE APPROPRIATE NUMBER OF DWG. FAR RISERS TO ACCOMMODATE THE VERIFIED DISTANCE lEAS19 EIEVAT:OH oCingo Il/J" o Il°4" GENERAL NOTE: CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS, MATERIALS AND DIMENSIONS IN THE FIELD STAINLESS STEEL 12/24/20 t 4 BEFORE CONSTRUCTION COMMENCES. DO NOT SCALE DRAWINGS FOR THE PURPOSE OF CONSTRUCTION. NOTIFY "4' —CHIMNEY CAP THE ARCHITECT OF ANY CONDITIONS, DIMENSIONS OR STAINLESS STEEL N RIDGE ��' � ' ` a DETAILS THAT COULD HINDER OR PREVENT THE PROGRESS CHIMNEY CAP ' EXTEND EXISTING CHIMNEY � � OF THE PROJECT IN ACCORDANCE WITH THE GENERAL N �. WITH BRICK TO MATCH ���i' INTENT OF THE PLANS. EXTEND EXISTING CHIMNEY 1 1 1. EXISTING WITH BRICK TO MATCH \ ' i ' i ' iii § CONTINUOUS NEW WOOD FASCIA 01� EXISTING y � i � i � i i N mo NT WASH � � CONTINUOUS i RIDGE VENT CAPPED WITH ALUMINUM / I 1 1 `� IN •I I �• 1 , , , v � i REMOVE EXISTING ROOF, RIDGE VENT ' ' 1 I NEW VINYL SIDINGCONSTRUCT NEW GABLE ROOF FOR ENTIRE LENGTH _ � r Adb, OF EXISTING ROOF REMOVE EXISTING REVERSED REMOVE EXISTING FASCIA GABLES, CONSTRUCT NEW p0 bl IIIIPPrZ. CONSTRUCT NEW GABLE ROOF UNE OF THE EXISTING REMOVE EXISTING ROOF, CONSTRUCT NEW GABLE OVER EXISTING FLAT ROOF ROOF TO BE REMOVED ROOF FOR ENTIRE LENGTH NEW WOOD FASCIA OF EXISTING ROOP Irr7) F CAPPED WITH ALUMINUM L�L P. _ - _ � � REMOVE EXISTING FASCIA W NEW VINYL SIDING - - SEE ALT NOTE 12 .<. H 0 -REMOVE EXISTING -REMOVE EXISTING REMOVE EXISTING / EXISTING ROOF STRUCTURE TO X g N o ENTRANCE DOOR -ENTRANCE DOOR REMOVE WINDOW, PATCH ENTRANCE DOOR EXISTING ROOF STRUCTURE TO REMAIN. INSTALL NEW ROOFING OPENING TO MATCH EXISTING—::AND FRAME INSTA REMAIN. INSTALL NEW ROOFING (SEE ALT NOTE 10) -AND FRAME INSTALL-AND FRAME INSTALL /� M NEW DOOR AND _NEW DOOR AND (SEE ALT NOTE 4) NEW DOOR AND r (SEE ALT NOTE I 0) NOTE: REMOVE EXISTING STEPS `� , 2 g FRAME (SEE ALT -FRAME (SEE ALT FRAME (SEE ALT _ AND DECK COMPLETELY INCLUDING Ad _ .=-- ALL FOOTINGS, FRAMING AND re d V c� NOTE 2) NOTE 2) y NOTE 2) �, I '� COLUMNS. ROOF STRUCTURE TO °� co _ i I- = REMAIN VEW VI - _ I I — I - - I I REMOVE EXISTING WOOD m _ �NP_RA �— — _ MOVE EXISTING WOOD - -. COLUMNS. INSTALL NEW 10" 0 � � 'Yip A 4g7::„:, sFIBERGLAS COLUMNS ,,,4.,%-,R-c--1„,e,,,,,,:„,,NEW VINYL POS - ■ ■ I r OLUMNS. INSTALL NEW 10" 0- ,,: � � — - - — - - AND RAILS - ° ° I -IBERGLAS COLUMNS SEE - . , - Nal— - - — Naiiiiii „it-TAILS - `, " f t:,J, - - ��� ����� t WOOD STEPS SEE DETAIL et ;.: f — •:•:•••••-••4!•!4:4:41/V••••••%%%%%%%%%%%%%%%%% �•• •••••••••••�i�....IiPi�i�i�i•ii�i�i�i�i�i�i�i�i�iI.• ;IP,i i i i i i i i•- •••.:1_ 1 46 fpr C • tJc gTpZF --....... ........._..:........................... .••••••••••..• •.• • •••••••' — GRADE , �. •.�•... NOTE: THE CONTRACTOR SHALL VERIFY THE HEIGHT REMOVE EXISTING WOOD REMOVE EXISTING WOOD INSTALL NEW T" REINFORCED REMOVE EXISTING WOOD REMOVE EXISTING WOOD REMOVE EXISTING WOOD BETWEEN THE INTERIOR FLOOR LEVEL AND GRADE IN PLATFORM, INSTALL NEW G" PLATFORM, STEPS AND CONCRETE PLATFORM WITH COLUMNS. INSTALL NEW 1 0" 0 STEPS. INSTALL NEW WOOD COLUMNS. INSTALL NEW 10" 0 I I THE FIELD AND PROVIDE THE APPROPRIATE NUMBER REINFORCED CONCRETE RAILING. INSTALL NEW WOOD VINYL RAILINGS - SEE DETAIL FIBERGLAS COLUMNS AND NEW STEPS, SEE DETAIL FIBERGLAS COLUMNS AND NEW OF RISERS TO ACCOMMODATE THE VERIFIED PLATFORM WITH VINYL STEPS, PLATFORM AND VINYL "C" DWG I I VINYL RAILINGS 5EE DETAILS VINYL RAILINGS SEE DETAILS L� 12" 0 CONCRETE PIERS DISTANCE. RAILINGS - SEE DETAIL"C" RAIUNGS SEE DETAILS SET 3'-0" BELOW GRADE WITH O DWG I I VINYL LATTICE TREATED 4X4 POSTS ABOVE .3 11.3= EDEVATFOH\.._ oC� WA Il/4w o Il°42° r ---- I2 ZCONTINUOUS 2X 12 RIDGE I/2" EXTERIOR GRADE 9.33 AND RIDGE VENT PLYWOOD WITH 15# FELT ADJOINING AND SELF SEALING ROOF 1/2' EXTERIOR GRADE ROOF SHINGLES 12 PLYWOOD WITH 15# FELT ZX6 COLLAR TIES AND 5ELF SEALING ROOF SHINGLES SEE DETAIL"A" 9.33 / 2X6 CEILING JOISTS ---- \ REMOVE EXISTING REVERSED VALLEY ' ' --- ^ GABLES, CONSTRUCT NEW FLASHING ' VALLEY ' / ' \ � ' ADJOINING UNE OF EXIST 4G...R VALLEY ROOF FLASHING RAFTERS AND ROO'FiN&T \ \ FLASHING D ' ' BE REMOVED L INSTALL HURRICANE CUPS AT UNE OF EXISTING ROOF �_ -_ ALL ROOF RAFTERS RAFTERS AND ROOFING i'� EXISTING CEILING O INSTALL HURRICANE CUPS _� JOISTS TO REMAIN EXISTING PLATES F— FASCIA BOARD0 AT ALL ROOF RAFTERS ' TO BE REMOVED O VENTED VINYL O SOFFIT :1 / / f. EXISTING EXTERIOR EXISTING EXTERIOR --- ' --- NEW VINYL WALLS - INSTALL NEW VINYL WALLS - INSTALL NEW VINYL �n SIDING SIDING SIDING Q ...._ ....._ N EXISTING CEILING EXISTING PLATES JOISTS TO REMAINv ! _ UNE OF SECOND FLOOR O 2X FASCIA BOARD 2X4 SOFFIT " - - - "L." - - 1 FRAMING I6 OC 2TCTICOH „ , P i< ' % VENTED VINYL N EXISTING EXTERIOR SOFFIT WALLS - INSTALL NEW VINYL SIDING SELF SEALING ROOF �(��`'�° Il/�ovo Il° a O SHINGLES O O NEW VINYL 5” MIN SELF SEALING ROOF SELF SEALING ROOF a O SIDING SHINGLES CLEATS 21-0" O.C. 1 IZ SHINGLES 5" MIN j N O CLEATS 21-0" O.C. c4) ppnn 4010.0.10 TD]rJTAIIL "Zs 00 I' ..V" CRIMP OQ.AllS a3/6" o Ilv-®vv ei PROVIDE I" M CRIMP 5 FOR SLOPES LESS RAFTER METAL VALLEY THAN 6/12 METAL VALLEY ROOF RAFTER FLASHING dd. ------------ FLASHING `► METAL RAFTER CONNECTORS SIMPSON STRONG TIE H2 RIDGE BEAM SIMPSON STRONG TIE C520 DWG. FAR APPLY TO EACH RAFTER _ NAILING: tir 5 8dnails total to rafters '� :� 5 8d nails total to studs UNEQUAL SLOPES EQUAL SLOPES I4 IOd Wads to each rafter �� DBL TOP PLATE I 12/24/2014 WALL STUD VALIMI 'LASOIWO DDTETTAIILO MID D)CG FEEAM ) MEUAIIL 'ar RAFIIl AN(C 9 (O]]i D)ITrAIIL �•�._ ® ��� CONTINUOUS •,' STAINLESS STEEL RIDGE VENT CONTINUOUSII k---"CHIMNEY Y CAP IO gl RIDGE VENT i i i i j CONTINUOUS ' I ' i EXTEND EXISTING CHIMNEY RIDGE VENT C" ' 1 ' ' � ' � ' ~ WITH BRICK TO MATCH STAINLESS STEEL ' ► ' ► ' ' ' EXISTING CHIMNEY CAPi i i � 1 1 I 11 - � � � �� � 1 � CEMENT WASHFl M TEND EXISTING CHIMNEY mil . / REMOVE EXISTING ROOF, I ' EX � � WITH BRICK TO MATCH i l ,� CONTINUOUSC" CONSTRUCT NEW GABLE ' I , I EXISTING CONSTRUCT NEW GABLE ROOF ROOF FOR ENTIRE LENGTH RIDGE VENTS�'� _ OVER EXISTING FLAT ROOF 01 R 7-ROOF EXISTING ROOF - CONTINUOUS 2X12 RIDGE I CONSTRUCT NEW GABLE CRICKET 12 AND RIDGE VENT I TO SHED WATER FROM THE ROOF [II rj, ., 1/2" EXTERIOR GRADE AT THE EXISTING WALL CONTINUOUS 2X I 0 RIDGE NEW WOOD FASCIA IX - 8 �� _ PLYWOOD WITH 15# FELT AND RIDGE VENT CAPPED WITH ALUMINUM -"/ �� w- -AND-517SEALIRG ROS • i EXISTING ROOF RAFTERS AND 6-COl.gtl TIES SHINGLES - / CIYF'ICAI) ROOFING TO 5 ,.OVED / j ! \ INSTALL HURRICANE CUPS AT-1— ► �, ►u ►G 1G EXISTING ROOF RAFTERS AND INSTALL N WW I� \ \ ALL ROOF RAFTERS r ' �-t �'���`r•�'�v ROOFING TO BE REMOVED a NEW WOOD FASCI NEW WOOD FASCIA INSTALL NEW(SAME PITCH) g 013 1111111114 ' CAPPED WITH ALU INUM / .., CAPPED WITH ALUMINUM— EXISTING ROOF STRUCTURE TO 1/2' EXTERIOR GRADE R r•� ,�I REMAIN. INSTALL NEW ROOFING 2X4 COLLAR TIES PLYWOOD WITH 15# FELT EXISTING 'LATES EXISTING CEILING 2X FASCIA BOARD (SEE ALT NOTE I O) \ AND SELF SEALING ROOF . V m JOISTS TO REMAIN REMOVE AND REPLACE SHINGLES 0° VENTED VINYL EXISTING ROOFING 1 - ► .. ��� (SEE ALT NOTE 10) \ EXISTING " •TESN EXISTING CEILING 2X FASCIA BOARD N --,.. y JOISTS TO REMAINT ;: 6 10 OR EXISTING ROOF STRUCTURE TO VENTED VINYL SEE DETAIL A EXISTING LIVING �� �, ' ►0;1,, , (SIMILAR) SPACE r 1AI • NEWVINTL- REMAIN. INSTALL NEW ROOFING INSTALL HURRICANE CUPS AT SIDING (SEE ALT NOTE 10) ALL ROOF RAFTERS SOFFIT '"° p A r `'� -._/____ 0 \ SEE DETAIL"A' s , ;} r `r. CXI3TING DCfCRIOR �` - _ - EXISTING EXTERIORlb UNE OF SECOND FLOOR _ (SIMILAR) WALLS - INSTALL NEW VINYLf. - - - - - - - WALLS - INSTALL NEW VINYL - {H SIDING �, - _ SIDING E� Mo. ►� „i. t4 s UNE OF FIRST FLOOR tIi ] 1 00399 U ackllas Il/s°°lIl° rcia ©ir 9VJ _.1 OCo Il/4°°m Il° i VINYL CAP ON 4X4 VINYL POST T GENERAL NOTE: CONTRACTOR SHALL VERIFY ALL EXISTING INCONDITIONS, MATERIALS AND DIMENSIONS IN THE FIELD BEFORE CONSTRUCTION COMMENCES. DO NOT SCALE DRAWINGS FOR THE PURPOSE OF CONSTRUCTION. NOTIFY VINYL TOP RAIL THE ARCHITECT OF ANY CONDITIONS. DIMENSIONS OR DETAILS THAT COULD HINDER OR PREVENT THE PROGRESS OF THE PROJECT IN ACCORDANCE WITH THE GENERAL INTENT OF THE PLANS. 3/4 X G TREATED WOOD ,Q. m DECKING 1/ VERTICAL WOOD TO BLOCKING BOX BEAM FOR I O i ��///0���� ����� EO SUPPORT OF c---N C STRINGER 0 N 10" • 2" SQUARE VINYL BALUSTERS r FLOOR JOISTS SEE FRAMING (4" MAX BETWEEN) 11 3/4 X G TREATED WOOD /�/a v// d/ PLAN STAIR TREADS + 4 713 m 4X4 SQUARE VINYL POSTS WITH GALVANIZED SIMPSON STRUCTURAL POST MOUNT AND C ///// JOIST CONNECTOR POST BASE TRIM p < r.c3N I" < GALVANIZED SIMPSON CONNECTOR FROM a STRINGER TO T 1 / 1 4 2'X 12"TREATED BLOCKING WOOD STRINGERS (3 PER STAIR RUN) VINYL BOTTOM EXISTING WALL RAIL NOTE: o Oa O NEW CONCRETE CONTRACTOR TO VERIFY DECK MOUNT POST TO DECK COMPLETE SIDEWALKS SEE ALT HEIGHT AND VERIFY NUMBER OF ^ WITH A STRUCTURAL POST MOUNT, 3/4 X G TREATED WOOD NOTE 53 RISERS AND TREADS BEFORE POST KIT BASE AND ALL DECKING TO BE LEVEL la FABRICATION OF STAIRS AND - ACCESSORIES FOR A COMPLETE EXISTING FLOOR UNE EXISTING FLOOR RAILS M POST INSTALLATION UNE TY(IPXCAL 1Illf TAIIR D)LRTA IIL x v v �- ��7 o P ock112o Il 11/2", 11°4" DWG. FAR CONTINUOUS 2'X 81 BOLTED TO __ _ EXISTING 2X8 RIM EXISTING BOX BOX BEAM JOIST BEAM FLOOR JOISTS (AT PLATFORM) IG" OC BOLT NEW LEDGER TO EXISTING NOTE: INSTALL WOOD SIMPSON HOT DIPPED BOX BEAM WITH 1/2" 0 GALV BRIDGING AT CENTER GALVANIZED JOIST HANGAR -- - LAG BOLTS 2'-0" OC STAGGERED 12/24/20 14 SPAN AS DETAILED TOP AND BOTTOM 9 :. �,; TWO 10d Z ��' TOENAILS U� � _ 1 EACH END o ,ter--��- SEE PLAN /.( 0 0 - mmilii O < > CONTINUOUS WOOD '' = GIRDER SEE PLANS FOR cp LOCATION AND SIZE 00 _ • t° gi ''r ' ACG2 SIMPSON HOT ' DIPPED GALVANIZED POST CAP P M \F N X 4 N TREATED L 4 VI [=1 R POSTS I'X3' CROSS BRIDGING AT ALL FLOOR JOIST MIDSPANS. LOWER ENDS NOT NAILED UNTIL ALL rA g DECKING IS LAID .< Vi--il =DECAL ma " D)G.THG PBSGGHDG SIMPSONtj} N HOT DIPPED GALVANIZED �j i� N �i POST BASE w 0G U 1 D)T119.&11/ EXISTING GRADE EXISTING GRADE f 1 i c,i, MIT �°® tyl�Clllld� v �I 1 1—•III—I 11= I I—I 11- - � . � " d • e '0 _ _ _ �T� � ~ de- -III-1 I I— I I—III—III—II- W d T. � V —I I III III—I I—_� III—III—III—III—III Vi III •III—I I I_ I I—III- . ` III—III—i I i=i II—III—I I A -III—I 1 I—I 1 I—I 1 — 44 I1 ° -7111---E111----=-111- 111E-11E ° -==.111-- -711E-111: 111-: d 1 11- 11 I—I 1 II 1 I—I 1 I-1 r ¢,��R`° ;,\ —111=111=111=1 ° ° =111=111=111=111= /--- :tzr zt rA• ` % Fri,, — 11=111=111= ° :�SET POSTS ON CONCRETE r, eA v - IIII• - 1=III=� ° ° a a d 11E1117111717-FTI _ fi . q��� Ili- b� r ----=-111E I I— 444 SEE FOUNDATION PLAN , G � . < 4 IE-111- 1 IIIIII FOR FOOTING LOCATIONS �_ , , .••1, • '. r • ,rl� ,„,,,, d TrYWXCAL T CCL ANS ° A : UE ThLTADL "k" OC1o, 3" o Il94°° r o VINYL CAP ONVINYL CAP ON — � ---- 4X4 VINYL 4X4 VINYL POST POST /-. GENERAL NOTE: CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS, MATERIALS AND DIMENSIONS IN THE FIELD BEFORE CONSTRUCTION COMMENCES. DO NOT SCALE DRAWINGS FOR THE PURPOSE OF CONSTRUCTION. NOTIFY VINYL TOP RAIL VINYL TOP RAIL THE ARCHITECT OF ANY CONDITIONS, DIMENSIONS OR DETAILS THAT COULD HINDER OR PREVENT THE PROGRESS OF THE PROJECT IN ACCORDANCE WITH THE GENERAL INTENT OF THE PLANS. a m o 0 � 0 o 2" SQUARE VINYL BALUSTERS 2' SQUARE VINYL BALUSTERS E=1 �n 4" 2" (4' MAX BETWEEN) (4" MAX BETWEEN) V� ( X ) 4 co 0 M 4X4 SQUARE VINYL POSTS WITH m 4X4 SQUARE VINYL POSTS WITHp < - STRUCTURAL POST MOUNT AND STRUCTURAL POST MOUNT AND/ 6 J POST BASE TRIM POST BASE TRIM a CD 0 ~ „,., 0 VINYL BOTTOM VINYL BOTTOM EXISTING WALLM I --, no0 RAIL z, RAIL Qin v-D MOUNT POST TO CONCRETE MOUNT POST TO DECK COMPLETE _ PLATFORM OR RAMP COMPLETE WITH WITH A STRUCTURAL POST MOUNT, EXISTING DECK TO ^ AN APPROPRIATE STRUCTURAL POST ^ POST KIT BASE AND ALL REMAIN MOUNT, POST KIT BASE AND ALL - ACCESSORIES FOR A COMPLETE ACCESSORIES FOR A COMPLETE _ POST INSTALLATION POST INSTALLATION _ v \.. N., N, — DWG. FAR • p GRADE . a 4 • - a - iia •. 4 CONCRETE PLATFORM ° OR RAMP REINFORCED a. . • ° a EXISTING STRUCTURE TO REMAIN WITH GG 10I O WWF 4 a ° •a a a 12/24/2014 • a ° d 10.111",1:: = C_ ' .1 y 0 9 . H L� C� b R ic---A --• � p 00TYPDC�ALIA\]TJ] K D)LTrADL CC u EXISTING STRUCTURE TO REMAIN I 0 IX pl >4 AY(MID Svc 1 Il94' *< g 0 X d ii w M EXISTING GRADE Q II IIIII IIIII IIIII IIII I IIIII IIIII _ - _ :114:4;‘,11.1:1: _,:lc)°:711.,;I:6,14ie,./:°'*".:Itrill:;-_ �.— II IIIII 11111 11111 IIII I 11111 IIIII — ENE evict°�,. =KCAL RAIllALU D)LTADL "1-g3" ockILEa 13' o Ilv4Dvv r o 0 0 r -. / \ UST OF EQUIPMENT �®�� ��11�TE� CDT ��V �O / \ N FACP FIRE-UTE MS-I OUD SMOKE DETECTORS SYSTEM 2W-B HEAT DETECTORS 5Y5TEM SENSOR 560 I 5 HARD WIRED SMOKE DETECTOR. 26 . N O N HORN/STROBE UTE SYSTEM SENSOR P2R PULL STATION FIRE-UTE BG-12LR ATTIC \ BATTERIES POWER SONIC PS-I 270F A HORN/STROBE LIGHT 15 / \ , CARBON MONOXIDE DETECTOR. SYSTEM SENSOR CO 1224T ® PULL STATION 6 / zone I ID (D ID 0 0 0 EOL N ® HARD WIRED HEAT DETECTOR 29 ZONE SPACE DESIGNATION I . ATTIC HEAT DETECTORS 6 FACP FIRE ALARM CONTROL PANEL I 2. APARTMENT 2 HEAT DETECTORS 2 APARTMENT 2 SMOKE DETECTORS 5 3. APARTMENT 4 HEAT DETECTORS 1 APARTMENT 4 SMOKE DETECTORS 7 ` 1 OC CARBON MONOXIDE DETECTOR WITH WALL OUTLET 8 a 4. STAFF SMOKE DETECTORS I zone 2 (a- 2) 5. FOYER SMOKE DETECTOR. I ID ID Q Q Q Q Q EO O G. APARTMENT I HEAT DETECTORS I O APARTMENT I SMOKE DETECTORS 2 O C 7. APARTMENT 3 HEAT DETECTORS I E=1 APARTMENT 3 SMOKE DETECTORS 6 zone 3 (apt 4) 8. APARTMENT 5 HEAT DETECTORS I 1D Q Q Q S Q Q Q EOL Q APARTMENT 5 SMOKE DETECTORS 4 9. BASEMENT HEAT DETECTORS I I E 5 1 0. BASEMENT PULL STATIONS I O I I . LAUNDRY HEAT DETECTORS I 12. PORCH HEAT DETECTORS 5 13. PULL STATIONS 5 SECOND FLOOR < < t° ROOF 1 O AAAA zone 4 (staff) AAAAAA zone 5 (foyer) I� (m © CARBON MONOXIDE DETECTOR WITH WALL OUTLET I ROOF © EOL ``{+--{�'' A A A A A signal circuit A HORN/STROBE UGHT 2 VI zone 13 zone 6 (apt I) ^� O APT 4 EOL Q PS PS PS Q n © © EOLPS PULL STATION I zone 12 (porches) ) / zone 7 (apt 3 EOL 1D (D 1D l� lD FIRE ALARM CONTROL © © © © © © ID EOL O HARD WIRED HEAT DETECTOR. I I PANEL(FACP) 1>%. zone I I (laundry) zone 8 (apt 5) EOL © © © © (0 Q EO 120 VAC LINE I CENTRAL STATION FIRST FLOOR DWG. FAR 107 ]FLA N o EPS PWIIAI)0] zone 9 (basement) IDIDIDID () () ID ID ( (D ID IEM MD OCCELTE zone 10 (basement) EOL 12/24/20 14 ED=CIE0 o =IT IFICD011a O HARD WIRED SMOKE DETECTOR. 14 ���� ' BASEMENT %� O HARD WIRED HEAT DETECTOR. 9 !�(---•"' (m O CARBON MONOXIDE DETECTOR WITH WALL OUTLET 5 FACP FIRE ALARM CONTROL PANEL IAPT. 5 0 g A HORN/STROBE UGHT 11 RIOZM 7ZA-v-' P P5 PULL STATION 6 /174 \\\ Mar INDOCCEI E ic---11 R b ,' (4 ri x rg . H pi) APT. 3 FOYER X _ j// i r ) N MAGNETIC HOLD OPEN a' M ,STAFF j SOLID BLOCKING IN WALL DEVICE BOLTED TO SOLID BLOCKING IN WALL D, VIICZO o OIEQ;®RTED ®M �HTIIC / MAGNETIC HOLD OPEN EDWARDS 1508 SERIES m ie";: / / DEVICE , :Cf31°4 4 O HARD WIRED SMOKE DETECTOR I 0 LAN o ' n MAGNETIC SWIVEL I/4' S/S MACHINE THRU-BOLTS d o010� WilMETP WJL O 01 RETAINER • / U .. H HARD WIRED HEAT DETECTOR 9 --- �1� SOLID CORE DOOR MD OCkIIAIE C CARBON MONOXIDE DETECTOR WITH WALL OUTLET 2 LO) AI �I �' STAINLESS STEEL BACK PLATE et- Ate 1 A HORN/STROBE UGHT 4 DOOR BRACKET �e sN›), `'' ' '. klt...L":: ;.#' 1 1 ! 410- ;Ill et MAFftThC LEOUTD ©r : .W IMMCIE m® ock,112 s r -• E--I _ I GROOVED 90 ELBOW CRAWL SPACE AlliEll. n - FUEQBLE COUPUNG -� •1i• TO SYSTEM 2" FIRE SPRINKLER MAIN WITH 0 U BACKFLOW DEVICE INCOMING WATER MAIN FOR NOTE: THE NEW FIRE SPRINKLER ALARM BELL 11111 PROVIDE ALARMS ON ALL SYSTEM SEE SITE PLAN FOR r'Q SHUT OFF VALVES CONTINUATION Q. N A0 0 0 I I I I I I' 2" 2' A III E MANIFOLD WI: I I I I O ... RISER M " ® O 40 # 111gritI I DRAIN AND TEST pi� ( ) II SINGLE INLET SI 0 �'•'> (2) FLOW SWITCH I" BASMENT I■ 0 2" I " F.D.C. ,,,�.-. I■ O S'RINKLER � ' -AND (3) PRESSURE GAUGE -- 0 0 MANIFOLD I. STORAGE BASEMENT SEE DETAIL l (4) SIGNS ON BODY I I I O r- - 0 p _ [ 7 C 4 2" 2" 2" p < g. • � I■ O HALLWAY O O I" z C ..;>i 0 BUTTERFLY VA. 0 -ce .. ° W/TAMPER SW. M O 1' 1" a it I i R I O� D)IA(GDAM I" O BASEMENT 0 No. O O Qi O ,c-_ , 0 SPRINKLER NOTES BASEMENT I . SPRINKLER SYSTEM IS DESIGNED IN THE 1■ DWG FAR ACCORDANCE WITH NFPA I 3R AND NFPA 13 EXISTING CHIMNEY 1-1-1 2. OCCUPANCY CLASSIFICATION 15 B RESIDENTIAL, 196 SQ.FT/ SPRINKLER HEAD (MAX) TWO HEADS OPERATIONAL AT 21 GPM CRAWL SPACE EACH 14.3 PSI. 3. ATTIC IS NOT INTENDED FOR STORAGE USE O B AND IS EXEMPT FROM SPRINKLER COVERAGE PER NFPA 13D-4.6 12/24/2014 4. SPRINKLER SYSTEM SHALL CLEAR LIGHTING 0 0 , FIXTURE, BEAM, ETC, SIDE WALL SPRINKLER SHALL BE POSITIONED SO THAT DEFLECTIONS ` �� i ARE WITHIN 4"-6" FROM CEILING Q - - - - J 1—IJ =:l a ��_♦i i 5. ALL PIPING SHALL BE STANDARD WEIGHT STEEL OR APPROVED PLASTIC IN DIAMETER A5 v /', _ ' :-.1 NOTED ON THE PLANS. I I I I I ,- G. G. CONTRACTOR SHALL FURNISH AND INSTALL I I I I ADDITIONAL PIPING INCLUDING DROPS. IFI I NECESSARY, TO ATTAIN CLEARANCES AT NO ADDITIONAL COST. L - - - J I I FIC) irj 7. NEW UNDERGROUND WATER SERVICE I I SHALL COMPLY WITH LOCAL WATER r — — — — 1 CRAWL SPACE E AUTHORITY REQUIREMENTS WITH REGARD TO L - - - - 1 MATERIAL , MINIMUM COVERAGE, P M INSTALLATION REQUIREMENTS, ETC. T 8. NO WORK SHALL COMMENCE PRIOR TO I I r/l) P OBTAINING ALL NECESSARY APPROVALS FROM I I [ I '" LOCAL WATER AUTHORITIES HAVING I� JURISDICTION • 0 9. REFER TO SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS 1-1 X 9 N 10. CONTRACTOR TO FILE AND PAY FOR FIRE UNE TAP WITH LOCAL WATER CO. 2" FIRE SPRINKLER RISER WITH ( C0 6 GENERAL NOTE: CONTRACTOR SHALL VERIFY AUL EXISTING I I � 0 q I I I . GENERAL CONTRACTOR SHALL PROVIDE CONTROL VALVE WITH TAMPER CONDITIONS, MATERIALS AND DIMENSIONS IN 'THE FIELD I I `�j r ! g ii BEFORE THE INSTALLATION OF THE FIRE SPRINKLER SYSTEM SOFFITS FOR SPRINKLER UNE. ALL PIPES ARE SWITCH, WATER FLOW SWITCH, COMMENCES. DO NOT SCALE DRAWINGS FOR THE I-IJ d 0 TO RUN CONCEALED PURPOSE OF CONSTRUCTION. NOTIFY THE ARCHITECT OF .. OUTSIDE BELL, PRESSURE GAUGE, ANY CONDITIONS, PARTITIONS, CEILING HEIGHTS, BEAM 12. NEW SPRINKLER SYSTEM TO BE TIED INTODECK ABOVE DRAIN. SWITCHES AND BELL ARE TO DROPS OR OR OTHER ENCUMBRANCES THAT COULD FIRE ALARM SYSTEM WITH TAMPER SWITCH, HINDER OR PREVENT THE PROGRESS OF THE PROJECT IN AND FLOW SWITCH BE CONNECTED TO THE BUILDING ��` °�i ACCORDANCE WITH THE GENERAL INTENT OF THIS PLANS 13. SPRINKLER HEADS SHALL BE TYCO LFII FIRE ALARM SYSTEM BY THE FIRE AND THE COMPLETE INSTALLATION OF THE FIRE SPRINKLER � �'. � �F� ()!:: SERIES, SIDE WALL 155 DEGREES. SYSTEM. ALARM CONTRACTOR. , ms ` t I4. CPVC PIPE FOR FIRST AND SECOND � a�w.y�� FLOOR ENCLOSED IN SOFFITS. BELLIS TO BE WIRED THROUGH J . F L , 49 ioD " 1_ J r THE BLDG. FIRE ALARM PANEL, vF�{� sza�jE�� 15. INSTALL TAMPER SWITCHES ON ALL VALVES INCLUDING MAIN SHUT OFF VALVE ONLY TO RING ON WATER FLOW. L J AND ALL OTHER SHUT OFF VALVES ASSOCIATED WITH THE FIRE SPRINKLER SYSTEM To3ASMIERTU WARE ETRIRTICATEd1 IPLAN OCCLUIEo Il/4" o Il°4o° 33494 OIC TO7TL Il5Il6 IIIMMIEHTO XY ,—/ 3 K .. -® LIVING ROOM BEDROOM _ 1❑ I" 9 - CLOSET 1" n I' _ 8 - I' -< CLOSET 1 1 1 BEDROOM EW CLOSET ® 1 1/2" 1 O O 1 1/2' A A 1 1/2" 2' RISER FROM BASEMENT OO CONCEALED IN CHASE E CLOSET O L - O _ 0 5 - g �}OYER _ ®- Fr r KITCHEN R �^ 3 BEDROOM v� , , , 1 G 1 I/2' BATHROOM A - I 1/2 ® 1 LAUNDRY - G, 5-) - cg i 5 07 EXISTING ROOF - ...- ,_< (= 4 0 CL 55 _ g _) _ 00 o - ❑ r-- ---- I I , I I I ___....) I. O BATHR•0 O O (-`� ® v O - I" I I/2" A I I/2" A I" I' I"I - KITCHEN HALL CL I' PORCH n 3 1 1 N- BATHROOM - � O ❑ 0Ili' DINING ROOM o R. I O BEDROOM (\/ 0 11/2" [id - - 1 BEDROOM I" OO Ir 13 - ' ' )\91 C O Q I. HALL I I DWG. FAR LIVING ROOM ^ ® BATHROOM ® 7 CLOSET El L AI El 4 I" ® ®- CLOSETI—I - I . I O CLOSET �' I' T KITCHEN10._ 4 CLOSET ® - Bp 0 I, I I G l n FOYER I■ I' . — 14 /NI 0 'D 4. UP 12/24/20 14 i �- EXISTING STAIR u 1.1C OSET 1 I1*i ) ®- �— L _ - 2_1 I" — _ _ L _ _ _ _I FIO rj COORDINATE SIZE AND LOCATIONS OF LIVING ROOM STAFF z 1' SOFFITS W/SPRINKLER CONTRACTOR - - I❑ Fit - \ [, `. r_,E71 EXISTING CEILING IH R 51DEWALL SPRINKLER HEAD APT, 5 0 , ___,._ (.......„„,- a FIRE PLACE 0 / I 1/2' FIRE RATED GYP. BOARD nn i + I i / ww V t� 7 APT. I , a o . - . N.N. ..., GENERAL NOTE: CONTRACTOR SHALL VERIFY ALL EXISTING 2'7(3" FRAMING 16" O.C. CONDITIONS, MATERIALS AND DIMENSIONS IN THE FIELDZ g d q; M BEFORE THE INSTALLATION OF THE FIRE SPRINKLER SYSTEM 12" COMMENCES. DO NOT SCALE DRAWINGS FOR THE ❑ . 3 440 E > PURPOSE OF CONSTRUCTION. NOTIFY THE ARCHITECT OF FOYER '" ANY CONDITIONS, PARTITIONS, CEILING HEIGHTS, BEAM DROPS OR OR OTHER ENCUMBRANCES THAT COULD PORCH HINDER OR PREVENT THE PROGRESS OF THE PROJECT IN y� '13 �� GENERAL NOTE: DETAIL SHOWN AS SOFFIT ACCORDANCE WITH THE GENERAL INTENT OF THE PLANS STAFF w- PIPE CHASE SIMILAR �"ki:""/a� .` ,, AND THE COMPLETE INSTALLATION OF THE FIRE SPRINKLER ,�,e�.' ;, w. ��:� � ����` 0.I = , D)E Zl A IIL SYSTEM. MD OCLUE 0 C`1-0LA N y± , ;}1::1'' ;2''''-'', P-0 CDISO CCDM �\c.1-i, v[1..., } ; NOTE: SOFFITS FOR THE FIRE SPRINKLER PIPING SHALL RUN CONTINUOUS ALONG THE WALLS AND SHALL RUN FROM WALL TO WALL. NO SOFFIT SHALL STOP PARTIALLY ALONG THE LENGTH OF THE WALL. IF=MOIT IFELOO WIRE OTRIINICTIE TLAN OCALEse, 11/4" mi fr-eu 333922,7 ___} ...... J r --- SHED ROOF I I I .--1 0 ,2" RISER FROM FIRST A L.,), FLOOR CONCEALED IN - CHASE O -® ROOF O - M O C Fl ii DINING/KITCHEN n LIVING ROOM 0 E ! ROOF L , ,i, ON, _ a [`, 41 aC ROOF R (� O I■■�I O 0, ._ A 1 A [ ) LJ O o I m -, HALL ED n n BEDROOM O ' 0.. C, BEDROOM 5 BATHROO BATHR • BEDROOM r;:05 0 -�9 ROOF El El -41 ® ® 1 T — DWG. FAR (----_ (--CLOSET X -- . 1 1 - 3❑ R HALL 10— - T n - -® CLOS El LIVING ROOM - I. -® X - I HALL111 DINING ROOM CLOSET 12/24/2014 FG1 _44 ®---- DN. ® �1 POI - M ��� — KITCHEN - J -� - °:��i�� I-- I I I I IIIIIIIMIll 9A ® EXISTING _ ,/ � — CL STAIRS =' ,j \./ E.10 Us -...... T i 44 BEDROOM L El 1 COORDINATE SIZE AND LOCATIONS OFSTORAGE r ti SOFFITS W/SPRINKLER CONTRACTOR 11 I �] '" / Z' .. I o IXISTING CEILING i .< H m SIDEWALL SPRINKLER HEAD Ww W sa _ GENERAL NOTE: CONTRACTOR SHALL VERIFY ALL EXISTING a Z T N CONDITIONS, MATERIALS AND DIMENSIONS IN THE FIELD ROOF Z ( /- - BEFORE THE INSTALLATION OF THE FIRE SPRINKLER SYSTEM DG 61 1/2' FIRE RATED GYP. BOARD COMMENCES. DO NOT SCALE DRAWINGS FOR THE / PURPOSE OF CONSTRUCTION. NOTIFY THE ARCHITECT OF ANY CONDITIONS, PARTITIONS, CEILING HEIGHTS, BEAM d `, DROPS OR OR OTHER ENCUMBRANCES THAT COULD ill T. HINDER OR PREVENT THE PROGRESS OF THE PROJECT IN ROOF /5NN 29(3" FRAMING 16' O.C. ACCORDANCE WITH THE GENERAL INTENT OF THE PLANS .--- - AND THE COMPLETE INSTALLATION OF THE FIRE SPRINKLER $ >: O "- ;' 12■ > SYSTEMROOF / APT teA APT 2 "s,i k GENERAL NOTE: DETAIL SHOWN AS SOFFIT PIPE CHASE SIMILAR { f- ' - ' OWWIIT ;iDfTAI1 e,...® OC2f (CO)ND) WE4)(QXR WJE E \ ' FLAN NOTE: SOFFITS FOR THE FIRE SPRINKLER PIPING SHALL RUN CONTINUOUS ]i ]E 'f IPLA N ALONG THE WALLS AND SHALL RUN FROM WALL TO WALL. NO SOFFIT 22321 CT SHALL STOP PARTIALLY ALONG THE LENGTH OF THE WALL. IT® OCAUW J „..., 5 K } ....... )