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HomeMy WebLinkAbout38417-Z - - - r Town of Southold Annex 4/3/2014 A P.O. Box 1179 ~e 54375 Main Road .0 `t! Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 36842 Date: 4/3/2014 THIS CERTIFIES that the building COMMERCIAL REPAIRS Location of Property: 730 Main Bayview Rd, Southold, SCTM 473889 Sec/Block/Lot: 70.-7-15 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated 9/20/2013 pursuant to which Building Permit No. 38417 dated 10/18/2013 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: front porch replacement on existing restaurant as applied for. The certificate is issued to Peanut Alley Properties LLC (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 38417 4/2/14 PLUMBERS CERTIFICATION DATED 7i~r6ed/gifjnattde' TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE 8 SOUTHOLD, NY 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 38417 Date: 10/18/2013 Permission is hereby granted to: Peanut Alley Properties LLC 41900 Main Rd Peconic, NY 11958 To: Replacement of existing front porch as applied for. At premises located at: 730 Main Bayview Rd, Southold SCTM # 473889 Sec/Block/Lot # 70.-7-15 Pursuant to application dated 9/20/2013 and approved by the Building Inspector. To expire on 4/19/2015. Fees: NEW COMMERCIAL, ALTERATION OR ADDITIONS $399.60 CO - COMMERCIAL $50.00 otal: $449.60 Building c or 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. Swom 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 $15.00 Date. T New Construction: Old or Pre-existing Building: (check one) Location of Property: House No. Street Hamlet Owner or Owners of Property: T QGt YI t/ L T IgVL 14 Suffolk County Tax Map No 1000, Section Block Lot Subdivision Filed Map. Lot: Permit No.~$ Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ Applicant Sig ature pF SOpjyolo Town Hall Annex Telephone (631) 765-1802 54375 Main Road Fax (631) 765-9502 P.O. Box 1179 roger. riche rt(cDtown.southold.ny.us Southold, NY 11971-0959 OOUNF'10 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Peanut Alley Properties LLC Address: 730 Main Bayview Rd City: Southold St: NY Zip: 11971 Building Permit#: 38417 Section: 70 Block: 7 Lot: 15 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: East County Electric License No: 1005-e SITE DETAILS Office Use Only Residential Indoor X Basement Service Only Commerical X Outdoor X 1st Floor Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 6 Ceiling Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpt Wall Fixtures 2 Smoke Detectors 1 Main Panel A/C Condenser Single Recpt Recessed Fixtures CO Detectors Sub Panel AIC Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixture Time Clocks Disconnect Switches 4 Twist Lock Exit Fixtures 2 TVSS Other Equipment: FRONT PORCH, 4-paddle fans Notes: Inspector Signature: l~ Date: April 2 2014 81-Cert Electrical Compliance Form.xls / ~~OF SOUI'pY/ TOWN OF OUTNOLD BUILDING DEPT. 765.1802 NSPECTION [ UNDATION 1ST [ ] ROUGH PLEIG. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE r .3 INSPECTOR j _ ~~,OF 80p1 TOWN OF SOU ILDING DEPT. 65.1802 INS TION I ) FOUNDATI tST [ ] ROUGH PLEIG. ( ) FO ATION 2ND [ ] INSULATION [ FRAMING / STRAPPING [ ] FINAL [ ) FIREPLACE & CHIMNEY [ j FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ) ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS. DATE INSPECTOR ~0~,~,OF SO4T~ '/TOWN OF SOUTHOLD BUILDING DEPT. Jf 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: IDATE I~ I INSPECTO OF SOV TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1ST [ ] R H PLEIG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FI REMARKS: / CJ G~ DATE / l~ INSPECTOR 39 ~~oFSOUr .o ~o TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] IN LATION [ ] FRAMING / STRAPPING [ FINAL ION [ ] FIREPLACE & CHIMNEY [ ] FIRZRESISTANTETRATION [ ] FIRE SISTANT CONSTRUCTION [ ] FIRELECT AL (ROUGH) ELREM RKS: ~j C, G A f t-~ C L ~f DATE INSPECTOR Z I Al Solz 47 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: DATE WAI / 4 INSPECTOR r oe SIN r TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS:2 -yj- 2~m-ec-~ L-r F~ LT- -PAP ma vjy--P, ry - ®K 7~1 K - ©K DATE Z~ INSPECTOR / R Fisher 631-765-1802x5028 SOUTHOLD TOWN FIRE INSPECTOR robert.fisher@tom.southokl.ny.us Page NOTES ESTABLISHMENT SI -I s/b/I 7D-7_~S DATE COMM T -2- i3 a f~ -t b~P`ah~ OU i Ek-l 7.5 r- arc FireNotes FIELD 3tEroHhr DATE coN mim w y ~ro FOUNDATION 4ST) 0 . FOUNDATION (2ND) • z ROUGH nAAMO & t PLUMBING ri w INSULA,TIONPERN. Y. STATE ENERGY CODE FINAL ADDITIONAL COMMENTS SQL 3 ~m 3 S I 47 _ o d r TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following, before applying? TOWN HALL Board of Health SOUTHOLD, NY 11971 r_._,__-__. 4 sets of Building Plans TEL: (631) 765-1802,...,'1 Planning Board approval FAX: (631) 765-9502 Survey SoutholdTowu.NorthFork.net PERMIT NO. ! I Ti Check , Septic Form C r o ft ?013 t N.Y.S.D.E.C. Trustees Flood Permit Examined 2q - - J Storm-Water Assessment Forth Contact: Approved 120 Mail to: Disapproved a/c _ T `fit Phone:~P `J' 8 L 2 Expiration Spec APPLICATION FOR BUILDING PERMIT Date 2 q 20 13 INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets ofplans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, 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) (Mailing address of applicant) State whether applicant is owner, lessee- anent arrhitr,t P.,,.:..oP. --l rnntrnctor. electrician, plumber or builder ~/TJe~j~e~r Name of owner of premises T m, YI lli I P/?, lj Cj (As on the tax ro 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 whi propos work will o e: n ma j 1eck i e w ~o L 1x-0 1 ~4- Ho a Number Street Hamlet a Sa 7 s 2. State existing use and occupancy of premisrd intended use an occupancy of proposed construction: a. Existing use and occupancy K _S of U Y b. Intended use and occupancy S Q f- 3. Nature of work (check which applicable): New Building Addition Alte ton 10V Repair _ Removal Demolition Other Work YC vyi 0 U2 J ~ I (d r ° (Description) 4. Estimated Cost A 6 1 ()y0 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. ~ *t ~ h 7. Dimensions of existing structures, if any: Front ~5 - 5 Rear Depth I V (dl4'L ~ ~d ^d -1/ Height 19 i-?7 Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of e~ttire new construction: Front `126 Rear Depth (00 ~ dN ,1. Height ~a Number of Stories 9. Size of lot Front o r)!S, 2 0 Rear ~ • epth 1810-111 10. Date of Purchase ~ d 1 a" Name of Former Ownnner 11. Zone or use district in which premises are situated 1---- d 12. Does proposed construction violate any zoning law, ordinance or regulation? YES_ NOX 13. Will lot be re-graded? YES NO Will excess fill be removed from premises? YES_ No 14. Names of Owner of premises t2A,Il W ' Address J~ a Phone No. Name of Architect ~Z4A2-{ZO'~kii Address `O &j"h &kl Phone No Name of Contractor -1- 13 D Address Phone No. 15 a. Is this property within 100 feet of a tidal wedand or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY E REQUIRED. b. Is this property within 300 feet of a tidal wetland? * 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 OFD 0-{~ ,oal AI i QV() qtr being duly sworn, deposes and MAW he i licant (Name of individual signing contrct) above named, g y ~~"~~C ~ B~"~~p Notary Public, State of New York (S)Heisthe Q 61aA ~ No. 01BU6185050 irr9anaii~ceuMy (Contractor, Agent, Co rate Officer, etc.) CoCuaHfied mmission Expires Aprll 14, 2. -~g/ ~o of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. S om to before me th's day o 20 i Tam Hall MUU Tele~One (6$iJ 7& 1$OE 54875 Man Rwd p P.O. Bar 1174 ROM rldieFK~L80Utl70id nY US Southold, NY I Ign4M BUJIDMDFPARThCENT TOWN OF SOMBOID APPLICATION FEJR ELECTRICAL INSPECTION REQUf=ST1=D t3Y r 0 CQ i( Date: 9- Company.Name: - - C-O v V` i Eicense No.: / ©p S" L Address: Op 'r ~ SbuTN 0 \~l (l l Phone No.: (D ( _7(07 JQSSITE INFORMATION- (Indicates required information) *Name_ E NN.I LL 2 . (Pft e I;FS . C *Address: -73o !YI a ~i al RoAA *Cross Street: PFAaJkt tq w5' *Phone No.: (03 l- 76S"- S fop Permit No.: Tax Map Dlstriet: 1000 Section: .?O- ck: Lot: / 5- *BRI€F DESCRIPTION (JF WORK (Please Print Clearly) ' r°ori ? f~ )r~ o~C,1l~ . .(Please Circle AIt That Apply) *Iajob raady for Inspecilon: ~NO Rough Im - [ F-I *Do yal need a Temp Cerflfieate: YES / NO Tetmpinkrmation (If aeeded) JAN 1.4 2014 *SerViCe Size: 1 Phase. 313hase 100 150 . 200 300 3 By AAA Omar BLDG DEPT. - *New Service: Re-connect Underground Number of Meters Change T LD Additional Information: PAYMENT DUE WITH APPLICATION ho~~pF SOl/ryo<o Town Hall Annex Telephone (631) 765-1802 54375 Main Road 411 411 Fax (631) 765-9502 P.O. Box 1179 ' Southold, NY 11971-0959 eoum BUILDING DEPARTMENT TOWN OF SOUTHOLD March 31, 2014 Peanut Alley Properties LLC 41900 Main Rd Peconic, NY 11958 TO WHOM IT MAY CONCERN: The Following Items (if Checked) Are Needed To Complete Your Certificate of Occupancy: Application for Certificate of Occupancy. (Enclosed) /Electrical Electrical Underwriters Certificate. A fee of $50.00. Final Health Department Approval. Plumbers Solder Certificate. (All permits involving plumbing after 4/1184) 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 - 38417 - Alteration N T~R~ pAT SURVEY OF PROPERTY -DOC OH W'S hT AT SO UTHOLD S''bO~E ~a~kia CoR TOWN OF SOUTHOLD nc PAS a IyjN SUFFOLK COUNTY, N. Y. P i g °Le 1.0-N. 212 LAND, 1000-70-07-15 HEDGE 11 • ) SCALE.• 1'=40' Ze MAY 1, 2012 ? } pOLf MAY 7, 2012 (CERTIFICATIONS) e ; 1.3N. Pk 011WS JUNE 7, 2012 ((PROPERTY CORNERS SET) +y, ser SEPT. 18, 2012(ad&lons) o F p y to r irn '83120"E 2 i A I g $ 53.18' Set AC. ® r o w = 70.4 0 N v +7 7g,2 wasb pcR N ' CN h a i 70• 22J' 2 C~ 0 STY. U7NC7R. 70.0' I 24.7• ~ `I ~{y .J' PAVERS / l ASPHALT DRIVE)y M AY/ PARKING 7 - ?CST & ROPE FENCE Jl 2 ASPHALT DIRT STONE DRIVEWAY DRIVEWAY ~qy 0 :c Q) N'r3j50"w E N f 68 06i~ Fl+O. 1 b$ FE ^I SHED v OHW'S POLE HEO co O&A o N78ry5.~" a GE 4 Q W STKD S 6' . FE. END FE 160.77' TREE 1.0'S. MS CERTIFIED TO: ~k OH N/0 PEANUT ALLEY PROPERTIES, LLC THOMAS P. , JR. g~Q /F CCWf?.40 SQL t~ CHARLES DGEHAA. GMANWARING BR SKy MPTON NATIONAL BANK 2\ ~l III111~~~... ANY ALTERATION OR ADOITILYJ TO THIS SURVEY IS A V70LA7)ON . Y.S. LIC. NO. 49618 AN SECTION 72090E THE NEW TO YORK STATE EDUCA77ON LAW. ~r/~ CONICS ORS, P.C. EXCEPT AS PER SECTION 7209-SUBDIVISION 2. ALL CERTIFICATIONS AREA= 49,556 SO. FT. 631 765-5020 FAX (631) 765-1797 HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF P. 0. BOX 909 SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR or 1.1377 ACRES 1230 TRAVELER STREET WHOSE SIGNATURE APPEARS HEREON. SOUTHOLD, N. Y. 11971 12-176 Z` l.kr ` i~ t' 'IN' N PfAAILJT A, l ALLfYPROPfRTIf5, LLC SOI HIE'S RESTAURANT FIRE INSPECTIO o m APPROVED AS NOTED REQUIRED BEFO o ~ OPENING w Q z DA((zz~~E....:10 N-9 1 ~3 B.P. It 3° FEl~ ~ GGC By L~ ~ ~ w 765-1118028 BIAMN T004 PM DEPARTMENT THET z w a t- FOLLOWING INSPECTIONS: p N o m 1. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE 2. ROUGH - FRAMING & PLUMBING 3. INSULATION j 4. FINAL ~ CONSTRUCTION MUST BE COMPLETE FOR C.O. v ALL CONSTRUCTION SHALL MEET THE REOUIREMENTS OF THE CODES OF NEW `m y`o NEW ANDM NEW ANDEK5EN 200 SEKIE5 YORK STATE. NOT RESPONSIBLE FOR o > N WINDOWS; y NwINDOwS; 2X 4" SURROUND DESIGN OR CONSTRUCTION ERRORS. N z o w/ 51 LL; PRO OVEK F ORCI w/ SILL; PROVIDE FLASHING - W 4 d O OVER PORCH R,OQF { UP WALL t nRCrnTEauRAL ASPHALT RooF COMPLY WITH ALL CODES OF O o NEW YORK STATE & TOWN CODES sHINGLETO MATCH Ex1sTING AS REQUIRED IkNR GGNQIT'^^IG~.- OF LLB ® II II H J u LII~- ARCHITETO LLJ 1-1LLL-LULLL- L II III ~=12-1 IIl II III SHINGLE TO 6 1 W 6 1 II1~W W 6 LH~ L~ L IJ GUTTERS C( GUTTER5 CONTINUOU5LYAROUND; LEADER LOC IN5TALLEK - LEADER LOCATION5 A5 PER IN5TALLEK - LEADER5 TO DRAIN TO NEW DR TO NEW DRYWELL5 G" AZEK EINI - III HEADER G" AZEK FIN15H AROUND ye f1F z HEADER 1JL ® W COLUMN WI 8" 5QUARE FERMACAST or COLUMN WITH RAISED PANEL 01,'mUPANGY OR U -L 8" 5QUARE DETAIL AND DETAIL AND CAP FBASE; ~ ' ICI ~BUILD OUT BASE UNDERCAP Fm R ® BUILD OUT L / k CARRY DC k CARRY DOWN TO FLOOR USE IS UNLAWFUL C), 0 _ WITHOUT CERTIFICATE 2" X 6" STUD FRAME KNEE I 52 W 1 52 6 2 2 3070, 6 2 2 6 2 6 2 6 2 6 2 2" X 6" 5TU WALL w/ Ix WALL w/ I x8 WOOD CAP RAIL: +;'„a I \'1 IL' D PLYWOO g' PLYWOOD 5HFATHING OF OCCUPAN " I BIDE (TO a BIDE (TO BE DETERMINED) OCT 17 2013 Lu l 1-X 12" Rl AROUND P 1-X 12" RIM BOARD CONTINUOUS AROUND PORCH rLPC. T oc oLa1 ~,~^~:1 ' o1lfgOll7 iO~NNOL PURSUANT TO CHAPTER 236 1 RETAIN STORM WATER RUNG OF THE TOWN CODE. MAIN BAYVIEW ELEVATION 5CALE: q' = 1'-0" U z~ D w z J C) u~ Uz~` O ' Q U z z ~ o Q VI ~p~ PIEIq- , 5) LE~t. ~ ESS~„'r~~~ PAGE: n MAIN BAWIEW ELEVATION - P~ PFiOTO NOT TO SGALE I 0 a 0 0 z o m O w - ~ ] Z N p ~ N w a of z z 0 N o m V ALL AREAS AS EXISTING TO REMAIN N N W 6 I ~ JL ~ O O } Ifl Ln = z O 22~ W Q a O O PROVIDE VENTS WITHIN EACH 51DE WALL GABLE END V 3070 2 2 2 W 152 2 Z i ;Vyll W PROV. EPOXIED #4 STEEL 4 STEEL O REBAK VERT. @ 1211 O.C. 2" O.C. INTO EXISTING FOUNDATION WALL* NEW WALL ABUTTING UNDATION ABUTTING (TYPICAL ALL AREAS) 5) W EX15TING FOUNDATION oz LEFT SIDE ELEVATION - - - - ~TO REMAIN SCALE: 1'-0" 4111, e" (3 CELU CONCRETE BLOCK FOUNDATION WALL WI 1'4" X 8" d. PTG.; PROVIDE p ti ;u 2- #4 U13AP IN FOOTING 4 O (TYPICAL ALL AREAS) ° 0 x- PROVIDE SIMF50N LGUM2G-2 DAMP PROOF PERIMETER iv Ua CONNECTOR BOLTED TO FOUNDATION U OF FOUNDATION WALL 'ADVANTECh" 0515 TtG (TYPICAL ALL AREAS) 5UBFLOOK THROUGHOUT WITH TITEN HD g' X 4" BOLTS, TYPICAL ALL Z GIRDEWFOUNDATION CONNECTIONS ~p e' DIAMETER ANCHOR BOLTS 3- 7 g" LVL G 3- 7 g" LVL GIRDER Cz 0 W/ 7" MIN. DEPTH @ 48" O.C. o _ UJ Z W/ MIN. 3"X3'ka" WA5HER @ PLATE - PROVIDE 51MP50N PHD5 ia~ S J T I- as HOLDDOWN UYP. 2) 2' X IQ" AGO LEDGER BOLTED PROVIDE 3" CLOSED CELL TO HOUSE FRAME WITH 5" ~ U C) ANCHORS AT ALL CORNERS PROVIDE V 1 THROUGHOUT ° SPRAY Fl ° TO UNDE SPRAY FOAM INSULATION LOK" SCREWS Q I G" D.C... O O Z y TO UNDERSIDE OF JOISTS HANG D.J. FROM LEDGER WITH ~q e o U O > m PROVIDE VENTS IN FOUNDATION 5IMP50N LU28 CONNECTOR AS REQUIRED BY CODE N~ Q U z I I z czn - - - - - - - - - - - - - - - - O Vn / / N 2" X 6" ACQ D.J. hCc„ ACO a A @ 16" O.C. 16" O.C. .~e7> ''c~`'f 2- 2'5- AGO 4" X 4" F05T ON I O" Y 1 RDER B RU 50NOTUBE W/ POURED P0575 CONCRETE FOOTING 20" x 20° X 51d. PAGE: (TYPICAL ALL FOOTINGS FOUNDATIION t- FRAME PL AM E PLAN t BOTH IANDING5, 2 5CALE: a' = I'-O" Z m ~ N OO N Q Z Z Q W M m C) N J N N t Y N p ~ } I(1 N n Z O W ~ O L Q O L i O O o V7 O ALL INTERIOR AREAS ~A5 EXISTING TO REMAIN Z EXI5TING - ENTRY W U ciz Q O I I•' / J 6 urvoirve KO ~3 / 1 D 13070 `D u O I x - JeY/ AL ALL INTERIOR AREAS ~i ~AS EXISTING TO REMAIN az - q_oa ~ N U1 ^;p. to / EXISTING / 2~~ VESTIBULE . Q 1 6 O.C. \ .21052 I 2l osz ~p_ I t"X 7_"LVL HD 12 •_6 0 _l3 z 2" X 6" STUD FRAME KNEE u O d u EXIT SIGN WITH WALL w/ I x8 WOOD CAP RAIL, \e s" PLYWOOD SHEATHING, WRAP ENTRY PORCH d" Co iu o!' O - EXIT - EMERGENCY UGHT 4 SIDING ON HHIN5EPJO 1DE , BOARD X 4" FLOOR BOARDS ~I *u 1 2 of AUD161P 3 z EMERGENCY LIGHT U BATTEN FINISH INSIDE N\ BEADBIOARD CEILING N@ N / 6u z OUTLINE OF EXISTING PORCH ~ SCRE AN LS DEfWEEN of 6 'D BEING REMOVED - o -11 3070 1T 2- 1 3'X 7L LL H FADER (iYF L L H EADER HYP) POST /STOPS _ o/ 265 2652 - - 65 2 - 2 2 _26_ 26 652_ 6'-O 112" - 6'-O" 5_9u 5'-9" ~ 5'-10 V2" SS ~ lm0 8" 5QUARE FERIVIACA5T e'-1w 6 Q COLUMN WITH RAI5ED PANEL s" 21-m DETAIL AND CAP 4 BA5E; MDING z O TYPICAL ALL SHOWN U } secs A ION A z U A Q 1 zoo rUKuri rLAiv W SCALE: k = I'-C" F F NEip \ b lP ~i .ri;~ 4~~ -1* 11 4 qq``~~~~ r 4'~~ ~"Yid-e 2 PAGE: b -A 3 HAILING SCNfoULe GENERAL WIND PROTECTION CONNECTION NOTE5 v~. lox MAxua Adapted from Standard for Hurricane Resrstant Residential Construction; 55TD s6 HIGH WINE LORCN wC I0-99 and 2001 55C High Wind Edition Wood Foams Construction JOINT [WSCRIPTIOx NAIL QUALITY NAIL 5PACWG Fasteners and Connectors for Wood Frame Construction owa. eRTOTOrr1TE TOE NHr[D - - PERRAFIER I. A continuous load path between Paintings, foundations walls, Boors, studs and Rw.FTER roof framin shall be r vided. NG LEISTTETEr HATE TEe NUIEO - sm HRLDisr 9 p9 U z uPARALLELONEFR FALL NAITO PE r.W¢Brea EEACH IAN 2. Approved connectors, anchors and other fastening devices not Included In d vERFrxmiorve FALE Nn the Standard BGldln Code, Table 2306 I shall be installed In accordance with To lv,ErER FALE NAILED CRON I 9 TO RAFTER of NALED - manufacturer's recommendations. muwrD VnER exO rvuuD z.I Ca °E"° 3. Metal plates, connectors, screws, bolts, and na l is exposed directly to the N m a z O O o PLPUTEm~ oP TATE FALE NAILED - PERw weather or subject to salt corrosion In costal areas, shall be stainless steel or Rscnoxs IoIME~A iEGE hot dl d Ivanlzed nR NAIIEED PPe ga FALE NALED 1G•ae"LONG lot. V z N C w N oROEnom L~ NP1.ECo ENO NmLm - a suO 4. Where windows and doors Interrupt wood structural panel sheathing and N Q 0~ Z .I-Ice FERZxa sTUO Ending, framing anchors or connectors shall be provided at the top and bottom WormMPlnrErO FLEORLOIST, of cripple studs, header studs, and at least one stud at each side of opening. ERPROIST. END TEIST, ORPROCCING FACE NALED a-I Ge - turn PROVIDE FLASHING OVER z R F.InG ~vv 5. Ridge straps shall be attached to each parr of opposing rafters Except where Loo O ELLL TOE GFT4 OR GIRDER of NAIIEO aea FERIRPIF collar ties of IxG or 2x4 lumber Is located In upper third of attic spare and SHEATHING- I'-O" UP WALL S~ w w eTaWwG rE LRee Oc CALID .1 FEE attach to ach parr of rafters. S OVER ROOF AREA Q Q CLOEUNE TO EOL DnlcF FATE FEE NALAC F Ise G Uplift connectors shall be provided at each rafter bearmg. 2" X 10" ACQ LEDGER BOLTED AED Hawn FACR LNOTr• CANO FEETT ORO DAR+ OE xA.ED vae FENRNRT TO HOUSE FRAME WITH 5" LolmmLOTOr Eno NAILED . AD FfRIDuSvr 7. Floor to floor hold-downs to be provided every 48, and every G" within 4' Ron ICI5T TO SILL ERICH PLATE Toe RACED al ca rOOr of exterior corners. "LEDGERLOK" SCREWS @ 10 D.C.; HANG PORCH RAFTERS FROM LEDGER J WITH 5IMP50N L5U2C HANGER "EAT"'"G ALL INTERIOR AREAS u FANELS 8. Sit Plate to Foundation Arichora e: SIII late shall be anchored to the wm 9 P c•aC-c•nr PANEL EOGF6 ea ANIATIWERMEPINieaIFFRRM Ix rHEENHONEN foundation with anchorboltseancamin.bolt diameterde5/8"and 3"x3"x ~AS EXISTING TO REMAIN ITOZO IREDO-G^ AT PANEL recle AND 12-AT l/3"washers. Amrnimum o{one anchor belt shall be provided wlthnn 6to l2 N e' CDX PLYWOOD SHEATHING, ENHATEOFFERTSxmEPANELOOLD Inches of each end of each plate. Anchor bolts shall have a minimum embedment On^EAmnxvwnnn~i~"r.o'OFmzPewm^t~TFReoGe OFmFROCE.mauonrvc<.O Ox ucns°E OFmrRmFFVa THE4-E FORMETEe of 7 Inches In concrete/ masonry foundations. Anchor bolts shall be located GABLE VENT5 2' 12 15# FELT, FLASHING 4' ICE F WEATHER " y rzONr All ME I UIREMeN 5nALLLLused. within 12 Inches of corners and at spacing not exceeding 4 feet on center. K-19 INSULATION 'S 2^ 13 SHIELD OVER RAFTERS; ASPHALT o` N SHINGLE TO MATCH FY15TING p Y HPATNING r•YISuMW Nxcvkso 6tl CCOIFRS AGEI 10'MILD NTION @ 3 _ i6 OC. _ FASCIA, I'-O" VENTED aTi z 0 2xG CJ 16" O SOFFIT R I"X C" FREIZE PORCH CEIUNG W a d O RDIWIFARse ea IxT~6oGNdo G ATEANDL ro1xic Ax 2 CE "AZEK''BFADBOARD O o a O m OF O'c- G' 0 CAROL FINGER AND l2- Ar CEILING ON PORCH 2-I" X 7q" LVL HEADER; HEADER PIEIGff O i I TREAT WRAP EXTERIOR ELEMENTS C) ~AD FAIEL6 ill c' Rrs wrnLrAXEL eELC d 4 I WRAP FINISH zsnz" OEi s"HELD norcuM WNVnARD E OFELD RE-BUILT 1111 WINDOWS BETWEEN 6"Ow 6•AI PAYEE En-µD IN AT I.Exc RD EDIATE 5ORnR5 IN TH E PANEL FEED SCREEN PORCH a POSTS ea G^COD G• AT FANEL EDGES AND I RAT RM NIIATE 5UPPORf5 I N TH E PANEL n DLO 'V SQUARE PERMACA5T m G"[ PANELS 3u n m it COLUMN WITH RAISED PANEL m cTAWL -I'Dil m DGEI IE'Pro -4 ADVANTECH"OSB TSG 513 T*G n Iu DETAIL AND CAP 4 BASE; ~NNS ree"~K~"e..R°,>~~.=u mrye~,g NOe~a G,Pn,.aae .nr Arcl m"s=,=u~5~~r•I,=mcaN=rv.n AasL lee6m. 5UBELOOR THROUGHOUT r~~9mr elar=.m=In~,.,mIN Rn.~am=Nma=s~rwra llxmxs.,Im=ao~N=e~a.n=rrAx==on<=mr.>u=u=..nw. Pml~. s~.u s=,L=,<a mA.."s~N el,~ NEW PORCH AREA GHOUT BUILD OUT BASE UNDER CAP R CARRY DOWN TO FLOOR z we Pxn. roI mim F r' u= PF-14-11 In Y=mam=a Ia I-IGL i p=r OR mnno=n macn=ck l6C mr-1 -ilm m 2" X G" STUD FRAME KNEE MAIN F=K IHEIGff N WALL w/ I x8 WOOD CAP RAIL; r'pdcn FLObN 2"X 10" D.J. @ I G" O.C. a' PLYWOOD SHEATHING, WRAP _ PROVIDE 3" CLOSED CELL ED CELL <51DING ON EXTERIOR, BOARD 4 GRADE U SPRAY FOAM INSULATION LATION BATTEN FINISH INSIDE WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS TO UNDERSIDE OE JOISTS JOISTS NEW CRAWL I"X 12" RIM BOARD ~ O IIs, THE FO.Mae V5P Mi CONNECTORS OR Amiseve, Dou. FOR PROPER WIND RESISTANT LON5Tftr1CTON. FOLLOW MMIVFAcousko RF RLMMPNGFO INSTAWTION INETRUJImONS TO AcTIEVE MAQMVM VPVEI' V]M CAFA D, BArj- [MENT IXIISTING TO REMAIN 1 1 CIA ..I 2" X G" ACQ SILL PLATE 6 IL OVER TERMITE SHIELD ? 4" POURED CONCRETE OVER SILL DIA MMwuM Iz~.IZrOOT O ,SLAB ON COMPACTED FILL VuoeMieADER TED FILL PROVIDE N 520 W1 LFT4 CONNECTORS EA2OW l p NEw FOOTING OEPTn LL~ a'DIAMETER ANCHOR BOLTS EXISTING FOUNDATION CENCRea mEnnG V" (3 CELL) CONCRETE BLOCK '.tTE BLOCK W/7"MIN. DEPTH@48°O.C. FOUNDATION WALL W/ . W/ W/ MIN. 3"XNN,"' WASHER @ PLATE I'-4" X 8" d. ETC.; PROVIDE oe"Ge, T Prm eCNNeerIDN 'ROVIDE TOTING DecRIPORCa wxxNG acAnaN a M6ER r-rnlox 2-k4 RPBAR IN FOOTING srglR RgmNG POST-TO-GD N.wnFADERITs Wi WA (T'PICAL ALL AREAS) ~I ^ LIEN MIN, f2) I Iz• oIA. Ggty. eotl5 WITH wASnFRS PND Nuls I-D, neALL nue"M Glwf GIRCIAINER 113UILDING SECTI 7 SECTION "A" oOL'u mwDECxLMOr o . CENCRETEH 'SCALE: qr = 1'-0" wOrrco ANN -a ER~ O' ° z EFEx Gnw.RTER aTrACneo rO wAL nAL5 DRAL mlFORTN ON IC SIUUeECOrvar-LEAF rvulErvGm PosT-TO-DecN COxNECnoN wrrortnox MCNETAAN11. nEgoewGIRCER-TO-POSrcONNECrION snnufrvoT>"oRiL~m~rv l-w°xCRMaREmw rw DSE MIN 121 Dii Din GALV SELTGwmIwAGINNIANDNIXS f~ W z viD -TORrECTax,Xcc CEPT, GIRDEwnEADER IO FOSTICOLUMAI WNNECnCN J m Q°NNN,AND DECK PORCH NOTES: C41 NOTES: xRl ACp pressure treated lumber ~ z AREORNEADFx Erx CFeRNT Emwmrx uxmsruReFO SOU U.THAN, Ethere,-Led,, all framing lnatenaI to be R l ACCT pressure for stainless steel !v, y a1~"a IASnc IREGIgou All lacteni hangers and anchors to We gievmved or sizmleto steel xCEGrFOm6W Asol°rowxn6RfmweDl ETURTNAO FIGOr6rsrwCnox nae WU°wMG 2) Girders for deck~oots to be bolted oronchored toeach pectorpr } 'ed to each pose ur p,er xnln wasne,s and "uts. ecoldwmu p e'pA ruR Girders on concrete piCm shall be anchored with propercteelon-m nl n MAUUr!clureES irvsrvurnou5 Into concrete with a rnmimwm I/2" do R 7• long anChoP bolt with Washer .mperseeel eo washer a aom anentre z U _nor bolt wleh washe nuts z WM dEAw FL EER rRNAIXG ENTE55 °1=mel= - - Iy-1R 3) Posts su J2I x 7" l shall be anchored ti a text and TP Ehlckc a 12'.12x10 thick concrete footing Z Z swxcER TIIT=Il munll~ur l~TuKfikuF,,,ll Use a m nimump v2° eia x7"' long anchor bolt with weshers and nuts. Foo emH~iNG_IER be 4 ft below de .here and nurs. r-ootlrye 5nall 0 POET-TO-6IRDEWHEMERCONNECTION IDISinNYG6R p~ N rt m.rors ad ~1 4) Deck oets Lo have block9 , at 50 o a. olsruRBeolPOORSOt J sTRINGPRIO OeeMrorsen cONN[aloN ofcYJl'ORCn teDDeRCONNecrlON a ifMlnrex OrcwsnevsmxEce 5) A minimum of 10 mah flashing shall be installed between the butldmy " V / N retmeri the building and ledger W .rusnc FIT.1 ED,,G,o d.11 Ledger to be FesteneA to Ib°rldIn, unth 112" dla. bolts mm washer, and r Lon-N at IG"oe A, unth vmshen and nws ~ 0 f- N FIT coxsr"uc JTN Nef.wo ETW 5 au.is ieamnuurncTUrteerxsrrturneus G). Concrete per, shall be. a minimum 6-above grade. A =.~tilile-,R-11aTi G11, 111111111 .T1 I I 7). All )oasts to be supported wash hangers and anchors. Fom Joist shal to grMer(s). chors. Cach Joist shell also be anchored ~ 'f~~, PN'=~ to woov L°aar 'a 'T FLi corvc. PIrKIWIINGunnv~~ v n nEnEwErt µ=fGunsm`o„ ul M IIanN"YSVW.mENa .1 FullFlx CLIMATIC f- GEOGRAPHIC DES PAGE: APHIC DESIGN CRITERIA E° ' RJ J Mon Jaas WOaN ErW fR = =c°° a11 IMRG N FEEan5 .1 "Iiat~dn 111L unhul rtaLrrnr.aLrt COMPLID5 CI~~ IN FJfnaaTuDdD n"T"TaTJDGITrL.T GROUnID WIND snsMUC PRpsT AT ITAST E It NcLU,crrt uro POmarvrsTr,~nuvz n"°smasrmnum SNOW SPEED DESIGIN WEATHERING LINE TERMITE DE iT MINTER ICE-snletD F~ooD Pws11JO15T5 vnm nEaDEwGIRDER ezsres°ui° "uuicr"ioine nmIxomau°sr;r~n°xM"unvoN .-F, .1I, LOAD (MPI9 "TEGOIRY IJ dn" "1 va, 1R - DE na~aJ015150IDNJ01 TuATl Sr, TERMITE oecnr DESIGN uNDERUmnENT I.wznrz- YI TEMP. REQUIRED PLLJOISi5 1NTMEPraOOp ~LnslL H~[p9ERrto Ef slRfaRl=°Wrm SPLICED J015TS OVER PENDSWIRSEF OV rr nvrE. sir sEn.~um ra,En~Ert°mnx wr nGOeES oenvo rrt vwae neRTIDT,T0MNMCHdx f°µv 45 LBS. 120 B SEVERE 3PT. MODERATE SIG 111.U.111 I TO m.fON fhalal TO nFAVf MOD MDERATO Sp GhIT TO I I NONE OD TOOIIPAW MODERATE