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HomeMy WebLinkAbout30362-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-30808 Date: 03/08/05 THIS CERTIFIES that the building ADDITIONS/ALTERATIONS Location of Property: 1610 PARADISE POINT RD SOUTHOLD (HOUSE NO.) (STREET) (HAMLET) County Tax Map No. 473889 Section 81 Block 3 Lot 19.4 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated MAY 24, 2004 pursuant to which Building Permit No. 30362-Z dated MAY 28, 2004 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is ADDITIONS & ALTERATIONS TO EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR. The certificate is issued to JAMES & BARBARA MILLER (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO. 5080 10/10/04 PLUMBERS CERTIFICATION DATED N/A c A94horized Signature Rev. 1/81 Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL r 765-1802 APPLICATION FOR CERTIFICATE OF OCCUA;1 This application must be filled in by typewriter or ink and submitted to the Building Dep nt with the follow ngi� ` A. For new building or new use: _- ''MN or c^.�0, 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$25.00,Additions to dwelling$25.00,Alterations to dwelling$25.00, Swimming pool$25.00,Accessory building$25.00,Additions to accessory building$25.00,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. ` New Construction: Old or pre-existing Buildin : check one . g ( ) Location of Property: (j QG�I�C�.0 lS.��O\".A— qru-, . \A House No. Street Hamlet Owner or Owners of Property: V"N 0 Suffolk County Tax Map No 1000,Section Block Lot Subdivision Filed Map. Lot: Permit No. 7=7 Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $��©C lklal L Applicant Signature Co-� 3080r C-15-2004 11:45 FROM:FIRST CLASS ELECTRIC 163 298-1651 TO:3694996 P.1 u tt� - Iti trHlttr�t� Nassau Suffolk Electrical Inspections, Inr!. :. 5A Canal Street • Center Moriches,New York 11934 • Tel:631-878-3500.4 Tax: 631-87.8-3764 Application: 5080 Date:10/10/04 Issued to: Miller Address: Paradise Pt Rd Village: Southold Introduced By: First Class Electric Licei.; e#':34075-ME was examined and approved up to the above date and was in comr l anr:,e with the NEC Attic 1st Floor© ReskWWO Pool pet Gwage Basernerlt0 2nd floor. CArrrrlerdal Hot Tub Aftion© Switches Receptacles Fixtures G.F.l, Range Hoo(' Whirlpool 9 6 19 2 Fans Dishwasher Washer/Amps Dryer/Amps Oven carbon Range/Am:',' Monoxide Furnace Oil, Gas Heat Zones Smoke Bell Detector:. Transformers Meter Amps Phase. Motors 0i&r Egvipme-rst: 2 Floor Outlets Addition ut,Res ./!r�c.EIu-f ��r;'lectrical.9.�rzo_ This certificate; ml.lst not be altered in fit y manner tt� � if.W FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 30362 Z Date MAY 28, 2004 Permission is hereby granted to : JAMES & BARBARA MILLER PO BOX 610 CALVERTON,NY 11933 for ADDITIONS AND ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR at premises located at 1610 PARADISE POINT RD SOUTHOLD County Tax Map No. 473889 Section 081 Block 0003 Lot No. 019 . 004 pursuant to application dated MAY 24 , 2004 and approved by the Building Inspector to expire on NOVEMBER , 2005 . Fee $ 157 . 20 Authori ed ignatur ORIGINAL Rev. 5/8/02 � OF"FIC COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES AS REQUIRED AND CONDITIONS OF APPR VED AS NOTED , A SOUMD TOWN ZBA I \TE: 4&1V A 1 1 ,41SOUMD TOWN PLANNING BOA F ( ;o BY: BOUT W TOWN TRUSTEES I TIFY BUILDING DEPARAdNt AT N.Y.S.DEC i-1= 8 AM TO 4 PM POW THE F LLOWING INSPECTM: FOUNDATION - TWO FOR POURED ALL CONSTRUCTION SHALL CONCRIIE ROUGH - FRAMc31t;tNg MEET THE.REOUIREMENTS OF THE INSULATION CODES OF NEW YORK STATE. FINAL - CONSTRUCTM MW BE COMPLETE FOR C.O. P .L CONSTRUCTION SHALL MEET THE CERTIFICATION OF F _QUIREMENTS OF THE CODES OF NEW NAILING & CONNECTION$ 1 )RK STATE. NOT RESPONSIBLE FOR REQUIRED. E ;SIGN OR CONSTRUCTION ERRORS. FLOOD ZONE OCCUPANCY OR COMPLY WITH CHAPTER"46" USE IS UNLAWFUL FLOOD DAMAGE PREVENTION SOUTHOLD TOWN CODE. WITHOUT CERTIFICATE OF OCCUPANCY UNDERWRITERS CERTIFICATE RETAIN STORM WATER RUNOFF REQUIRED PURSUANT TO SECTION 45-tOC OF THE TOWN CODE. Q — 'r , ` /9 TOWN OF SOUTHOLD PROPERTY RECORD CARD OWNER STREET VILLAGE DIST. SUB. LOT 14 k"j, U X/ FORMER OWNER N EACR. ?e Tk 0 17 e ec e"q y �f 2 rip a-rS W TYPE OF BUILDING o( RES. l SEAS. VL. FARM COMM. CB. MICS. Mkt. Value LAND IMP. TOTAL DATE REMARKS c 7�4 0 0 4., �3 �1-3 -,c r c" a r A <c Tillable FRONTAGE ON WATER 2e�, Woodland FRONTAGE ON ROAD Meadowland DEPTH 4vq House Plot BULKHEAD Total Ionic "e OFi■■■■i■■■■` ■■����■��■ �■■�■ill■■■■■■■■■■■I■7'ri�l■ Foundation O . ,_ •• • MS•, �� 765.1802 BUILDING DEPT. � INSPECTION 14 FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARK � �/r-- r DATE Y b%glo INSPECTOR 765-1802 i BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. i [FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION � REMARKS: �s �• U� t DATE a�� INSPECTOR_1��� �30 3(0�L :Z� 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] NDATION 2ND [ ] INSULATION [ RAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: I""'� DATE l 'BOO INSPECTOR _ V� M-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] UGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ J FIREPLACE A CHIMNEY REMARKS: O'k /1f J(,w(1.- L DATE N Ce� C+4'Flo,J ori DATE 6 -INSPECTOR ,,�� 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: o� DATE /°2�6 a � INSPECTOR '� i 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: � � L-6Z a w DATE / � � ' � �� INSPECTOR 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] IN CATION [ ] FRAMING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: � DATE INSPECTOR FIELD INSPECTION REPORT DATE COMMENTS FOUNDATION 1S I . ------------------------------------- FOUNDATION(2ND) • o y ROUGH FRAMING& PLUMBING _ -3 INSULATION PER N.Y. STATE ENERGY CODE n � 3 o r FINAL ADDITIONAL COMMENTS r Li-o z `l m � b y Ul � x . x d b H #IN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST .k.CILDING 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 �,� 2 y Survey www. northfork.net/Southold/ PERMIT NO. T/ Check Septic Form N.Y.S.D.E.C. / Trustees Examined D ,20 Contact: Approved ,20 Mail to: iWJMACAk!W Disapproved a/c u,e�ox, \io `ley Phone:(031- Expiration 7 ,20 f (r i- din In ector r. ?.! ,; 14MY 2 4 R4 APPLICATION FOR B DING PERMIT 4 L_.... Date , 20 T INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 3 sets of plans, accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The 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 cod housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections C (Signature of a plicant or name,if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder OW LA r—_[L Name of owner of premises C SS —BAM OI L (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. -rpj Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: /60/0 BN96Q 5F_ atL4 f IWXE) 50CX340Lo House Number Street Hamlet 4: Y .. County Tax Map No. 1000 Section Block 0::�> Lot Subdivision Filed Map No. ti Lot' 1.4fl (Name) K 14 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy ON 1= FAr'11(A 1Z51 DNC b. Intended use and occupancy &4F, 6aH I LA 0051 PEN CII 3. Nature of work(check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost g i ODU .O 6 Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Nuier 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. � I 7. Dimensions of existing structures, if any: Front �2,8 I Rear 72,g Depth_76.4 Height 2Z' Number of Stories 4 Dimensions of same structure with alterations or additions: Front (75,6Yl*ar 93,6 Depth 76.4-1 Height R? a Number of Stories 2 8. Dimensions of entire new construction: Front 2 3�—Orr Rear Z3�—Q" Depth Height /(o,61 Number of Stories t 9. Size of lot: Front 2 31,,6?— Rear 20Z,46' Depth 7r/7,4t(2> ' 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated P-8 d 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�� A2 A2A 4 P.0, Box 1967 14. Names of Owner of remises >LrjC1 f9 i jt l.F—2 Address.50t�'rNOI.D. N� Phone No. (631 5 —3331 Name of Architect Address hone No 1 Name of Contractor AddressQ.o.geichone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS 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. STATE OF NEW YORK) S: COUNTY OF N) 3 f being duly sworn,deposes and says that(sph�'is the applicant (Name of individual signing contract)above named, '� (S) Ie 's the OW L4E Q (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. SwoF�to before me this c tj 1 day of rn 20_1�4 2) ly'ga4to '�� -Notary Public Signature of pplicant JOANNE o.KLAUS Notary Public,State of New York No. 01 KL5040798 Qualified in Suffolk County 00MMIssion Expires March 20* e9a'7 DATE REVIEWED: / %04 APPLICANT: AAlU.EM DATE SUBMITTED: 5 /aI} /04 SCTM# DISTRICT: 1,000, SECTION: 1-61 , BLOCK: LOT: jc�,4 SUBDIVISION: ---- ADDRESS: 14lo �a�rad,s� P+ CITY: So"Ta, ZONING DISTRICT: R'POoCONFORMING? Y BUILDING PERMITS OPEN/EXPIRED: PRE CO: Y OR N BP -Z/C/0 Z- , INFO /BP �f -Z/ C/0 Z- , INFO BP -Z/C/0 Z- , INFO /BP'v#*' -Z/C/0 Z- , INFO SINGLE & SEPARATE CERTIFICATION-REQUIRED NOTES: LATS 40,000SF-100-24.Lot recognition.(CREATED before June 30,1983),UNDERSIZED LATS FROM JAN.1997 100-25.Merger.(A nonconforming at anytime afte REQ. LOT SIZE: go k ACT. LOT SIZE: 3.2-A REQ. LOT COV. ACT. LOT C V.4.--� REQ. FRONT 6o PROP.FRONT REQ SIDE �/'FS ACT. SID REQ. REAR PROP. REAR Q. HEIGHT OP. HEIGHT PROJECT DESCRIPTION:g���IgLj-� Zp SFD ESTIMATED PROJECT COST:JA'k� �"'` UENGINEER: FjeA#j Gtr, WATERFRONT? y E3 DESCkIPTION: Sl SGUNh PANEL # FLOOD ZONE: APPROVALS REQUIRED SUFFOLK COUNTY HEALTH DEPT: YES or} (BED#): DTE: _/ / PERMIT#: TOWN SEPTIC RECEIPT: Y o0 NEW YORK STATE DEC: PRE-DEC 9/1/75 YES or DTE: _/_/ PERMIT#: SOUTHOLD TOWN TRUSTPES— YES o f/D D DTE /_/_ PERMIT#: TOWN ZONING BOAR,I APP IROVAL: YES or DTE:_/ / PEPMIT#: TOWN PLA�1. BOARD APPROVAL: YES o DTE _/ / PERMIT#: TOWN HISTORICAL/PRE (SPLIA): YES or / NEW YORK STATE CODE COMPLIANCE (SEE PAGE 2)O 0 NO NOTES: FEE STRUCTURE: FOUNDATION: Z 7 SF FIRST FLOOR: SF SECOND FLOOR: SF OTHER: SF INIT OTHER TOTAL TOTAL: SFks FEE FEE FEE 1. �' SF)- SF)= SF X$ '✓t / +$ +$ _$ �•a 2. (__ SF)- ( SF)= SFX$ 3. (----SF)- (_ SF)= SFX$ =$ +$ +$ _ $ FINAL TOTAL: $ NEW YORK STAVE CODE COMPLIANCE CHECKLIST CLIMATIC/GEOGRAPHI ESIGN CRITERIA: Ground Snow Load: 45 Wind Speed: 120MP�H_Seismic Design Category: B Weathering:Severe Frost Depth:36" ✓ Termite: M-H Decay: S-M Design Temp: 11 Ice Shield Underlay:YES Flood Hazards: USE/OCCUPANCY CLASSIFICATION: HEIGHT/FIRE AREA: TYPE OF CONSTRUCTION: ✓ DESIGN CRITERIA: ENGINEERE .400,wZy ,SCRIPT GNB FULL FRAMING DESIGN ELEMENTS: Y/N HEADERS:Y/N �00R S: Y/N GIRDERS: Y/N CEILING JOISTS:Y/N STS:Y/N ROOF RAFTERS: Y/N LUMBr,R SPECIES AND GRADE:Y/N DESIGN LOAD CALCULATIO : YIN LIVE: Y/N D*,.4 Y/N OW: Y/N SEISMIC: Y/N WIND: Y/N WINDOW AN 9OR SCH DULE: MISp"-QjWT QUIREMENTS&N l EGRESS 5.7 .: Y/N T I sHT 8°z . Y/N VENT 4°o: Y/N l NAILING/CONSTRUCTION EDULE /N MEANS OF EGRESS: PLUMBING RISER DIAGRAM: Y/N �✓ �i� LOCATION OF FIRE PROTECTION EQUIPME /N TRUSS DESIGN: YIN CERTIFICATION: Y/N ENERGY CALCS: TOTAL COMPLIENCE. ((RETURN TO PAGE ONE) + f �r rl FRAME STRUCTURE I DEAF PETROCELLI (OFFSETS TO WALLS). RLOC OVFF Ofi 6LOC OKF 5 69'55'00"E I 777.48' RpLI M 6A162'MCM PARAOl9E PI RO � CONL 2 W FRAME rr.wa I 1 5p BIIILOING OVER I m O� 3'I EN J5 4' I DO WATEgSTEPS i h ON PILINGS (1Yp� iCATCH SASINS (2) I WOODEN DOE, O W ODO V' UTIL p g ✓F0T 1407IAULCK L"I APRON ASPHALTDRIVE POLE O BR GH RVD csSTORY WCON reocrvcE % O g � o N ASPHALT DRIVE FIRST FLOOR EL I Z IZ (By5E P,"'cROM - 9 64' of N£ V1 z5hWELL r I� C ry iio N MONUMENT) ~1 f w nw.u`°T Q4 I; RCPMF 71, m w p� e wRIR e e I 3 C� OwLrzo) 4 QIo 3 .vMj m �O rr E LL R I h I y OVERHCiN MIRES STWY OD N UAL IIN� RCMNANCE OF WRC FENCE GENERALLY NORTH OF PROP LINE POLE n.� a N 69'5500"W UTIL 53706' FROM PARADISE 629.43'. POINT ROAD } POE FRAME STRUCTURE OVERHEAD IyIRfS (OFFSETS TO WALLS) rn� NIF CALLIS W F CEDAR BEACH ROAD NOTES, ELEVATIONS ARE IN 1929 NGVD FLOOD ZONE SHOWN HEREON IS FROM FIRM MAP PANEL J67 OF 1026 MAP NUMBER 3510301067 G, DATED MAY 4, 1998 PROPOSED ADDITON TO BE 511FTING ROOM OFF MASTER BEDROOM GUARANTEES IN°ICAIE° HERE ON SHALL RUN ONLY TO THE PERSON FOR MISR ME SNIVEL IS PREPARED, ANO ON HIS BEHALF TO THE LRE COMPANY, GOVERNMENTAL AGENCI'. LENDING INSRN➢ON, IF LISTED HEREON. AND TO IH£AS9CNE£5 OF INC LENDING MSRTFLON GUARANTEES ARE NOT WANSFERARLE TO SURVEY OF AOOIPONAL INSTITURONS DR SURSEO°ENT SMEAR DESCRIBED PROPERTY UNAUTHORIZED AL2RATION °R AD°IRON TO MIS SITUATE SURVEY IS A VIOLATION OF SECAON 7209 OF ME NEW OCR, ITATEEDUCATIDNLAW SOUTHOLD, TOWN OF SOUTHOLD COPICS OT TRIS SURVEY MAP NOT REARING TRE LAND ELANSIERDRSEMEAVALISEAL SHALL SUFFOLK COUNTY, N.Y. NOT BE CONSIOER£0 TO BE q VALID IItUE COPY SURVEYED FOR: JAMES MILLER BARBARA MILLER TM# 7000-081-03-0194 SURVEYED 16 APRIL 2004 SCALE 1"= 50' AREA — 140,699 4 S.F OR 3 23 ACRES SURVEYED BY STANLEY J ISAKSEN, JR IS 0 BOX 294 NEW S ,FFOLK. N.Y. 11956 631 -7 4-5835 GUARANTEED JAMES MILLER BARBARA MILLER /?L 'E' D SURVEY 1, 30 APRIL 04 SHOW DIMENSIONS 70 TONS, BULKHEAD, ADD SPOT ELEVATIONS TOP OF BLUFF c NO 49273 04R1 J'15-2 TE �GMRALNOS FRAMING DESIGN CRITERIA: -OWL 1. ALL FRAMING SHALL BE AS PER NY5 BUILDING CODE. GROUND SNOW LOAD: 45 PSF. WIND SPEED, 120 MPH FIRST LEVEL, 40 PSF. L.L. SEISMIC DESIGN CATEGORY: B I. :ALL'WORK TO:CONFORM TO THE LaAES AND,REQULATIONS OF THE 2. ALL FRAMING LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR-LARCH LIVING AREAS, 40 P5F. L.L. YEATHER1145: SEVERE .LOCM::BUILLJ IG WARItIBNT HAVING 411WICTION ARD THE N,Y5.L"fORN FIFE PREVB'INON STRUCTURAL GRADE No.2 OR BETTER BEDROOMS: 30 PSF. L.L. FROST LINE DEPTK W. \ . .ANp'HUIW?EM CODE,506Y CON5WATION CODE AND APPLICABLE PROVISIONS OF ALL RBPBREMCBp STANDARDS. NO MOTE OR DETAIL OR LACK THEREOF SHALL BE 3. ALL HEAVERS 6'-0" AND OVER SHALL BE SUPPORTED WITH DOUBLE DECKS 40 PSF. LL. TERMITE: MODERATE TO HEAVEY '! 'CONSIQ A5(RELIE\j%THE GOWRACTOR FROM EXECUTION OF ALL UPRIGHTS, V-O" AND OVER WITH TRIPLE UPRIGHTS. BALCONY 60 P5F. L1. DELAY, SLIGHT )WORK IN'ACCORDANCE WITH ALL STATE AND/OR LOCAL CODES, 4. ALL HEADERS UNDER 6-0"SHALL BE (2) 2 x 6 MINIMUM UNLE55 WINTER DE516N TEMP, II ICE SHIELD UNDERLAYMENT, YES O OTHERWISE INDICATED O 2; C QNTRACTOE,R BRA" OBTAIN ALL REQUIRED APPROVALS,BUILDING PERMITS, CERTIEIGATES OF OVJ PANSY, INSPECTION APPROVALS,ETC-.FOR WORK 5. DOUBLE ADDITIONAL UNDER ALL PARALLEL DPARTITIONSINDICATED AND POINT LOADS REFERENCE STANDARD EOR THE DESIGN OF THE STRUCTURE: o - FROM AGENCIES�HAV HAVING JAS016TWN THEREOF. UILC55 ADDITIONAL SUPPORT 15 NEEDED AS INDICATED ON PLANS - O CONTRACTOR SMALL OBTAIN BUILDIN6 PERMIT PRIOR TO STARTING WORK: b. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED WITH RATED t(EASII N KCQOACF NTN RE AN3JGNFOI�T R+ODIO15 III=FRAME WfiTRGTYA NANPL FOR 112 FAVILY MUft-BOOM VISI M WHIM 6ALVANIZED METAL CONNECTORS BY SIMPSON OR APPROVED EQUAL O CONTRACTOR,GHALL CHECK AND VERIFY ALL CONDITIONS TO THE SITE IN ACCORDANCE WITH MANUFACTURERS IN5TPXTIONs. ASPHALT ROOF 5H I NGLE5 O O u 0 .4TRIQR'ro,$SY OF WORK AND HE SHALL 'FAMILIARIZE HIMSELF WITH O O. Try65E RAW AND MANE WORK AGREE WIIN SAME. - 1. J015T5 SHALL BE DOUBLED AROUND ALL OPENINGS,UNDER ALL BASED ON•RESIDENGTIAL CODE OF IEW YORK STATE' TTIE'NRTEFIT,OF PARALLEL WALLS AND PARTITIONS. SECTION R4051CR REMBIP- FOR ROOF COVWINl O O D15CIRTfANGIE5,0M 58kX15 CR ERRU'RS TION OF THE ARCMITEGT ANY R9O5.25 FA5TENER5. FAS7ENER5 FOR ASPHALT SHINGLES SHALL BE GALVANIZED STEEL, 4, CON tQR SINLL GALL TO THE-A IN TFE DRAWNCfi OR SPEGIFICAtI0N5 WHICH 6, ALL FLOOR J015TS SHALL BE LATERALLY SUPPORTED BY BRIDGING OR 5TAIKLE55 STEEL, ALUMINUM OR COPPER ROOFING NAILS, MINIMUM 12 GAGE [0.105 INCH (2.67mm)] MIGHT}TAYFi'A BEARING'ON THE WORK AND SISALS'EE RESSPONSIBIE FOR ANY BLOCKING a INTERVALS NOT TO EXCEED E16Hi FEET 54ANK WITH A MINIMUM 3/6" (9_5rnW DIAMETER HEAD, ASTM F 1661, OF A LENGTH TO PENETRATE DANUPaES RESA.TIN6 FROM'NFI,LE6TINCi tO TOO 90. _ 9. ALL WOOD SHALL BE SOUND,FLAT,STRAIGHT, WELL SEASONED,THROUGHLY THROUGH THE ROOFING MATERIALS AND A MINIMUM OF 3/4 INCH (19.1 mm) INTO THE ROOF SHEATHING. 6, TkV-5E.NQ'TE5'DO NOTG(NER ALL ASPEFTS OF CONSTRUCTION AND ADDITIONAL DRY AND FREE OF ALL DEFECTS, WARPPED OR TWISTED WOOD SHALL THROUGH THWHERE THE ROOF SHEATHING 15 LESS THAN 3/4 INGH (19.Imm) THICK, THE FASTENERS SHALL PENETARATE INFORMATION HILL BE'SUPMJED BY BUILDER NOT BE USED. E SHEATHING FA57ENER5 SHALL COMPLY WITH ASTM F 1661. TYPICAL LGGG5.25-3.5 R9052.6 ATTACHMENT. ASPHALT 5HINOLE-5 SHALL HAVE A MINIMUM NUMBER OF FA5TENER5 REQUIRED INSTALLATION AND A ECTING 5-li2" 6, DI NOT SCALE GRA TECH. WRITTEN BEEN ToI6 SUPE FOR SCALED 10.POINT LOADS SHALL ODS ON OF IN6615 INLE55 OTFEHiWSE UNDILATED. BY THE MANUFACTUREER. FOR NORMAL APPLICATIONS, ASPHALT SHINGLES SHALL BE SEGURED TO THE A 3PLY LVL ANDA 3-I/2" DIMENSIONS. ARCHITECT HAS NOT BEER RETAINED FOR ON SITE SYMBOL FOR POINT LOADS ON ORAININ65 IS ❑ ROOF WITH HOT LE55 THAN FOUR FASTENERS PER STRIP SHINGLE OR TWO FASTENERS PER INDIVIDUAL DIAMETER STEEL COLUMN INSPECTIONYS AND/OR OB5Di2VATIQNS OF THE CONSTRUCTION. 5HIN6LE. WHERE THE ROOF SLOPE EXCEEDS 20 UNITS VERTICAL IN 12 UNITS HORIZONTAL (20.12), II. ALL POINT LOADS SHALL BET D SUPPORTED DIRECTLY FROM POINT T. DRAT41N165 AND.SPEGIFICATIQN5 AS INSTRUMENTS OF SERVILE ARE AND OF ORIGIN TO THE BASEMENT AND SUPPORTED IN BASEMENT BY FOUNDATION WALLS SPECIAL METHODS OF FASTENING ARE REQUIRED, � - SIMPSON STRONG-TIE ,STA - SET ALL REMAIN THE' PRbMTY of THE ARCHITECT WHETHER THE PROJECT OR 5TMTURAL ME•3BZS 20 GAGE - RIDGE STRAP �T� CONNECTION PIPE n /'+(�7 7 T . ' FOR WHICH THEY ARE RAM 15 EIELUTED OR NOT, THEY ARE NOT TO BE EXCEPTION, ASPHALT STRIP SHIN6LE5 SHALL HAVE A MINIMUM OF SIX FASTENERS PER SHINGLE WHERE 1-1/4° X 18" STRAP /� GIRDER COZY 1VECTIO1V TO 1-ICE COL V� n,y - USED ON ANY OTHER PROJECTS OR EXTENSION& TO THIS PROJECT EXCEPT 12. ALL PRE-ENSIN✓EEl�LU`EER SHALL BE WOOD-1 BEAMS AND LVL PRODUCTS THE FOLLOWING GATECCRIE5, X/12 - IOd NAILS [ 6 �V L 1 BY AGREEMENT IN PRUNING AND WITH ADEQUATE COMPENSATION TO THE A5 ODLGATED, IT 5 VERY IWORTANT TO POLLAW KWAGW ER5 5PELIRCATIONS � RAFTER TO RIDGE I - ARGWITECT. � � FOR PROPER INSTALLATION METHODS I THE BA51C WIND SPEED PER FIGURE R301.2(4) 15 110 MILES PER HOUR (III km/h) OR GREATER AND THE INSTALL • EACH COLUMN - INSTALL O ALL ROOF RAFTtRS EAVE 15 20 FEET (6096 mm) OR HIGHER ABOVE GRADE. DI 8. ,THE ARCHITECT ASSUMES NO RESPONSIBILITY FOR CONSTRUCTION MEANS, 13. ALL MULTIPLE LVL PRODUCTS USED AS BEAMS AND GIRDERS TO HAVE 2. THE BASIC WIND SPEED PER FIGURE R901.2(4) 15 120 MILES PER HOUR (193 km/n) OR GREATER. Memo ,TEGHNIQUES;t.,ERaT&I' ,OR PF17GE2URC5;OR,FOR THE SAFETY 2 ROWS OF I/2" DIA.GALV. MACHINE BOLTS• 12' O.G. 3. SPEGIAL WIND ZONES PER FIGURE R301.2(4). PRWAJTIONS AED PROGRESS IN',CONkIRE4S10N':WITH THE WORK, THERE ARE NO - kjARRANTIES,,NOR ANY MERCHANTABILITY OF,FITNESS NOR A SPECIFIC USE 14, WHERE POOR GIRDERS AND BEAMS INTERSECT A WALL,DOUBLE - IB11 OR IMPLJED:IN THE USE OF THESE PUNS. PLATE SHALL BE CM TO ACGSFT THE BEAM DO NOT NOTCH BEAM WIND BORNE DEBRIS RE6I ON5 ONLY I5. WALL SHEATHING SHALL GO TO THE TOP OF TOP PLATE TO TIE PLATE TO 5711125 ALL 6520 _ - 4. EXISTING' CONDITIONS INDICATED 4°62E FROM FIELD MEASUREMENTS ALL BUILDIN05 WITHIN ONE MILE OF THE OCEAN, BAYS AND SOUND SHALL 35" GUT 9 NAILS TO STUD Ed x A4 DIWK506 ARE BASED UPON AWAL,OBSMVATIM- MEET THE REQUIRMENTS OF THE WIPING, CODE OF THE STATE OF NEW YORK (PROTECTION OF OPENINGS) TPKF.IN'QR 3424.Ot. 16. ALL METAL J015T HANGERS AND LONELTC7R5 SHALL BE 51N1PSOtR OR EMAIL � I LENGTH ARCNYI' CT'MAKES'TtIQ'REPRE54TfAT10N AS TO THE STRIIGTUW- AND SHALL BE CAPABLE OF HANDLING LOADS N CONNECTION MAN FAINTS . FOR NEW CONSTRUCTION, EXTERIOR GLAZING MUST BE PROTECTED VIA GLAZING MEETING THE LARGE MISSILE Z ROLA. -I/4"U 24" STRAP AT STUDS 'INTSGRITT`OR,C6DE�CCi4RIANGE OF f.45iRUCTIG(NY.IT V51BE QN A$OVE DATE. INSTALLATIONS SHALL BE IN STRICT CONFORMANCE WITH MANUFACTURES TEST GERTIFIGATION OF ZONE 11 ASTM E 1886-91 AND ASTM E 1996-99 OR VIA STRUCTURAL SHUTTERS WITH Z u IE DOWN STUD TO SILL PLATE TO 5PECIFIOATION5 AND RECOMENDATION5. ATTAGHMENT HARDWARE PROVIDED. NEW STRUGTURES LOCATED WITHIN ONE (U MILE OF THE MEAN HIGH I- IOd NAILS END - FOUNDATION O 46" O.G. t JACK POSTS ID. THIS, ENO 15 AN INPA PREPARED TO FACILITATE CONSTRUCTION WATER MUST HAVE GLAZING CONFORMING TO WIND ZONE III, M155ILE5 DEFINED IN PARAGRAPH 6 OF ASTM E 1996-99. TH15 END---- `r ANOOraf4±ALL NOT PE CCNN;,P A9,A GONiRACI BETT'EE'N'&NI IT ONNER. 11. ALL INTERIOR/ EXTERIOR FINISHES,FLA5NIN6 AND WATERPROOFING BY CONTRACTOR. W - „ GLAZING CONFORMING TO WIND ZONE II, MISSILES CAN BE USED AT A DISTANCE GREATER THAN ONE LENGTH p IG I,Lam,Ipn C'ONIN7I.TANTS C2R',P.kiGORO AW-4 Y- ARE NOT RESPONSIBLE 18. PROVIDE FLASHING AT AL ROOF BREAKS,GHIHWTS,5KYLI61R5,EXTERIOR DOORS, MILE OF THE COASTLINE. FOR THE INl,TI6k{ 1$101(DR ADMINISTRATION OF THIS GON5TRlfiTION PRO,EGT. WNDOES,DECKS,ENG.-.. OR PROTECTIVE PANELS TO BE PROVIDED FOR ALL AREAS I- FEf+ ,9'{J(T'E ARVP'LOftAL ZQNONG Alto WILDINb TAME SHALL BE 19. PROVIDE FIRESTOPPOS AT ALL LEVEL PEIEIRATION5. SUGGESTED PROVIDERS OF PANELS , TTTE N.HY" � 1Nfi4lLAIlQN A- CLEAR SHEILD HURRICANE ++ SECURITY PANELS - (631) 267-5060 •• 13.:GON'fRACYQR.5HALL 0BY/NT3THE III NSyRANCE,NEGE',Be1RY TaPROTEGT THE OMER. - B- QUICK GUARD STORM PANELS - (63U 26'1-533000 I. 2 x 10 RAFTERS WITH USE R-CATHEDRAL CEILING USE R-306 PANELS PROTEGT ON DEVIGE'$AINIAC.GORDANCE W THUNIT, LARGE MI5511-E TEST OF PROVIDED ASYM E 996 AND ASTM IB86 AS CLEAR -. 2. FLAT CCILIN6 AREAS USE R-30 COFIQI , 'BN'AU EvErm M 3600 F61 VASA 9TH AT 26 DAY TEST, 3. EXTERIOR HALLS USE R-21 NOTED IN THE NEW YORK STATE RESIDENGIAL CODE. PANELS TO BE INSTALLED IN AGGORDANGE WITH TYPIGAL C,5 20-R ,4{.[„fpOiNY6a SHA4 8151 OWWDI5TI RSW-,SOIL'AND EXTEND TO A 4. BETWEEN BASEMENT AND FIRST FLOOR USE 9-21 MANUFACTURERS SPEGIFIGATION5. 20 GAGE SPAN V5E LBP5 5/8 BEARING _ INSTALLATION AS A LATE5 AT EACH MUiN4,N"117F: ' W `. INSULATIONNOTES. ABWTALLSTi@DI300RYPLL5MCHBACKUPTOVBRILATED 1609.1.4 PROTECTION OF OP'BMINII IN THE WIND BORNE DEBRIS REGION5,.GLAZIN& THAT REGIEVES POSITIVE FLOOR TIE .� 5/8"DIA. X 12" DEEP MIN. �,, .. . ATTIC SPACE5, TO PREVENT INFILTRATION OF COLD AIR INTO THE HOUSE. EXTERNAL PRE55URE IN THE LOWER 60 FEET(18 286ma) IN THE BUILDINGS SHALL BE ASSUMED TO BE OPENINGS - ANCHOR BOLT 5PAGED I, STEER.5VIAL4.GON✓IYM?jl f]O A" A-% MO DISC S PEGIfICATIOle I. THE CRACK EWTVEEN T14E PLYWOOD SUB FLOOR AND THE UNLESS SUCH GLAZING 15 IMPACT RE515TANT OR PROTECTED WITH IMPACT RE515TENT C.OVERIN6 MEETING THE 4� 4'-0" O.G. WALL SHOE SHALL BE CAULKED OR FILLED WITH FOAM INSUL. REOYUIREMENT5 OF AN APPROVED IMPACT RE515TENT STANDARD OR A5TM E 1996 AND ASTM E IBBb 1' 12' FROM END ST ,.SEAM•+EIAR NIN6'P tJNCOFIGTE_Sli13a„BB Ng1' a INFIX 4" REFERENCED THEREIN A5 FOLLOWS, I (2) NS BEBAR 2_ED . CONTRACTOR SHALL DOUBLE CHECK THAT ALL FIBERGLASS INL'A1L. PL.A SI�WICATW.ON pRAWN,65. ARE-DRILL ALL 15 FIT SWGLY INTO ALL SND SPACES,PARTICULARLY THE SMALL - LIVBRYTO:SITE FASTEN T61 AND ODD SIZE SPACES. ALSO CHECK THAT NO INSULATION HA5 I. GLAZED OPENINGS LOCATED WITHIN 30 FEET (9144mm) OF GRADE SHALL MEET THE REQUIREMENTS OF „ I ..MOOD'N WITH HA2'DIA.BOLT5.A5 REQUIRED BEEN DISLODGED 36T PRIOR TO SHEETROGKIN5. THE LARGE MISSILE TEST OF ASTM E 1996. - 3. ANY ELECTRICAL BOXES PEALED IM SUCH WALLS SHALL BE AN 2, GLAZED OPENINGS LOCATED MORE THAN 30 FEET (9I44MJ ABOVE GRADE SHALL MEET THE PROVISIONS OF 1 8 >SEI L BB,57ANDARD Y*il6W,'DTAMBTERS AG SHOM AIR INFILTRATION BLOLKIN5 TYPE, OR SHALL BE SPRAYED FROM THE SMALL MISSILE TEST OF ASTM E 1996. END ,• I I - WRAP 4 NAIL STRAP STqq�BD*17 G AND BASE 17HLE55 OYVI!' RRI�INDICATED. BEHIND WITH FOAM INSULATION 50 THAT'AIR CANNOT INFILTRATE '„NR(Y•/IpE,Aj;{'.BOI.'fS IFOR YpP AND BCI',TfOFt LONNECTIdNS. AROUND THE WIRES OR OTHER HOLES INTO THE BOX. LENGTH AROUND SILL PLATE 1 I 1 4. ALL PLUMBING,SUPPLY LINES OR K45TE TRAPS SHALL BE KEPT E 'HT1 " A7 ANCHOR BOLTS 'S 1 f 3 1, OUT OF THESE VENTILATED ATTIC SPAGE5 AND IF PIPES RUN 1. WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNE55 OF 1/16 INCH (II.Imm) AND MAXIMUM PANEL 1 • ' I « • ' IN ANY ADJALENT FLOORS OR WALLS THEN THE BAY5 SHALL BE SPAN OF 8 FEET (2438rw) SHALL BE PREMITTED FOR OPENING TECTION IN ONE- AND TWO STORY BUILDIN65. PROVIDE MINIMUM O e , J l . I V H. rSLL E.P'C,.,TR1QA4 WORK Xf!P'ER'NAf71OW1'.-IB,L4YRIOAL CODES,AND LOCAL SEAL®VON A LAYER OF 2° FOAM INSULATING BOARD IN ADDITION PRP I" DISTANCE .• , 1 . AUTIbRITIB$'1TAyTN6 JAt(5D10TWN•,FN2 LER'(IW®BY NTC,BOARD OF FIFE LF✓vERNRITBES YO THE RE611U.R FIEER6LA 6. THIS BOARO SHALL FU1Y COV[R PANELS SHALL BE_PRECUT TO COVER THE 6LAZED OPENINGS VIITH AY-TAGHMENT HARDWARE-PROVIDED. , -.3 I I THE BAY5 ANm SHALL BE WLLV CAULKED TO ELIMINATE AIR FLOWINS ATTACHMENTS SHALL BE DESIGNED TO RESIST THE COMPONANTS AND CLADDING LOADS DETERMINED IN EQUAL NUMBER OF I- IOd NAILS 2 s T14ROU611 CRACKS INTO THE.EAY5 PHEREE THE PIPES ARE. ACCORDANCE WITH THE PROVISIONS OF SECTION 1009.65. ATTACHMENT IN AGGORDANGE WITH TABLE THIS END - � I " • ; <' K 2. 'PROVID@6FI QlPT4.ET5 AT )d.L.WRT LOCATIONS. - SPECIFIED NAILS IN ( � i"• r " PROVIDE WATBRPEDGF 6FI,OUTLETS'At ALL EXTERIOR LOCATIONS. hm NINE? .4 IS PERMITTED FOR 9111L13OMP WITH A MEAN ROOF HEIGHT OF 33 FEET (10 O5BrrmU OR LE-55 WHERE EACH END �--•J' d'T•:; .; .(6OIJSUk7F;lNRH�� WIND SPEEDS DO NOT EXCEED 130MPH. � SIMPSON STRONG-TIE • , •' � 3,, ALL WRINfi'SFUW- 8E GpNK1=!AI.FD IN 4WL1,5,'FLOOR AND CEILIN6. I. ALL HVAC,EMIPME14T SHALL MEET REGUIREMENT5 OF THE NY5 ENERGY C,5 STRAP CONSERVATION GON5TRUCTON CODE REOJIREMENT5. 2. BUILDINGS IN CATEGORY IV AS DEFINED IN TABLE 1604.5, INGLUDIN6 FRODUGTION GREENHOUSES A5 '+ INSTALL AS_-FPR Dk4RERs DIRECTIONANY AND ALL INTERCOM AND TELEPHONE 2. MECHANICAL CONPONENTS 10 BE DE516NED BY OTHERS. DEFINED IN SECTION 1606.3.3. - "wN6T"'` ,SPRTo`' fi"`LAT'v"°PWAL`a°ARD' INTeeI� DDoes -TABLE 16Dq•I,4 2 WALL STRAP DETAIL X51 STUD TO SILL PLATE INSTALL • 32' OG. INSTALL • 32'O.G. 5; 7NSYALI:,!3.f' OW'ERS pIREGfiON ALL TEMPERATURE COHTROCS, - WINDBORNE DEBRIS PROTECTION FASTENING DI DI PROFE4K.'E 'U�TRE5A4 t0 PROVIDED,A5 REWIRED FOR THIS RESIDENCE. I. INTERIOR DOORS - 3/8' FOR ECT DOORS 5ERVILE BE DOERS AND HARDWARE 'AS FOP,VCTED O OWNER SCHEDULE FOR WOOD STRUCTURAL PANELS°a< 7. INSTAIJ_SMOKE DE1P6Y0R5517 AS TO COM61,Y WITH NTS UNIFORM FIRE PREVENTION GYPSUM WALL LaOA[tD k PAINTING FA5TENER SPACING (INCHES) ANp T.4UILIWING GQ[D�5 - FASTENER FOR 51, I INCH = 25.4mm, I FOOT = 304,8mm 9; ALL LTEH9'PIXMRB6 AS SELFCYEDBY OTHER. I. ALL DRYWALL SHALL BE U5G.NATIONAL GYPSUM CO. 1/2' THICK TYPE PANEL 2 FEET% 4 FEET< 6 FEET< I POUND = 0.454 kg, I MILE PER HOUR = 0.44m/5 'T4; PRfCV1DE FARbON XIDEDETELTOR5 AS PER,NYS CODE UNLESS OTFERWISE SPECIFIED, 52AN PANEL FEET SPAN SPANS SPANS a. TH15 TABLE 15 BASED ON MAXIMUM WIND 5PEED 0-5ECOND GUST) 2. O45TML 516'TYPE'%'6YP31M BOARD(FIRE RETARDANT)ON ALL VIALL9 AND CHLIHGS s4 FEET sb FEET s8 FEET OF 130 mph AND MEAN ROOF HEIGHT OF 55�FEET OR LESS. IN MECHANICAL SPACES AS PER NYS CODE. 8 FASTENERS SHALL BE INSTALLED A7 OPPOSING ENDS OF 1. A�.1,OOHD6{N NbDEI•NUNBE REFER TO ANDERSEN WINDOW$ i DOORS 2�"4b WOO 16 16 12 q THE WOOD STRUGTURAL PANEL. . R{1EKijOR fWN15H AS E'ER Oiyt�L PROVIDE ItP,PE4T$GREENS AND-LING EXTENPE25. 3. 'INTERIOR KALE AND CEILIN65 TO RECEIVE ONE PRIMER AND TWO FINISHED COATS OF c. WHERE THE SGREN5 ARE ATTACHED TO MASONRY OR . ;OZJM,TTxliCT w_G4* VE`RIPY ALL(�GY.gIM@L5LON5 WI'iN I'TANJF.BEFORE I7ROERIN6 BBL4NN MM PAINT AS 5U610 BY OWER INTIBRIC 2 D00R5,BASE AM LA51N66 TO 5CRE* MASONRY/STUGGO, -THEY 544ALL BE ATTACHED UTILIZING REC#IVE PRML;R COAs FND2 L0Ai50F BBLNMN MOORE PANT OR STAIN AS�EGTED VIBRATION RE515TENT ANGHOR5 HAVING A MINIMUM „ - ALL T'TU Id',FRbNt DbORSOR Fy'O6R$HN.L.BE"(1BMPERFF2• BY EXTERIOR TRIM WNDG'S AND VOOR3 TO BE PRIMED ANp FINSED WITH 21 48 WOOD 16 16 16 12 WITHDRAWL CAPAGIrY OF 490 POUNDS. ,.AS PIER NT' C - TWO COATS OF EXTER16A PAINT, -COLOR AS CHOSEN BY ONTeR. 2kZSCREM 3. NINQOF' 11.'X d DDORS SHALE,Be YEATHER STRIPPED AND CAULKED. 4. INTERIOR WALLS AND GBLINGS SHALL BE 1176YPRIM BOARD,TAPED AND GIVEN 3 COATS I *14� N/rdlA!BLE SPACE MOST"MEET E6RESS,RECU,IREMBTI$,PER NY5CODE `-PK'�'�MPO WIT IN FY1KAU 1 OAW TO NL FT READPOSED JDIV TO BE TAPED AND GOVHRID WTH JOIN OOFP011TD. WALL T}OARD TO BE LEFT READY AHD ACCEPTABLE FOR PAINIEINb P,yl F71701Y$ Y d RA-N Rr. '. - AND FINISHING. T 6 - 5. ONW R SHALL 58,567 ALL COI.O5,TILE5,HARONARE LIGHTING FIXTLM. ,Y;'CN7NTY2AD`,TOR,1'!O pROYIDE WTtERS 4 LZAPT R5.AS REQUIRED. m �c QL/�(�pIp(� O mm - - I. HQOD FLOORS AS SE WTID BY OBER-LOCATIONS AS 5E EGTED BY OVNER. _ - • aG gEA A ALL R)W')WAA$To BE ADB9IAT@,Y VI?W to 6O!Rb MAINST C,ONb�WTM BUILD-LP, MOULDINGS 2, GOIRN'AC'wEit 747 PROVIDE'RIDGE VENTS WHERE REQUIRED. WN SINGS AND TRIM 544ALL BE STAIN 6WE,A5 SELECTED BY 2 : CQNTRAL+TOR TQ PPLOV,N2,E GOIV79Nk,�Lx.9 5okf1,7 vEfTR5 . OR PROVIDE 50LIC BRIDGING 2. BACK PRIME ALL EXTERIOR TRIM,AND RAILING PARTS. I ` � '� �FLOORJOISTBRIDGING l"P,hTOP'[ES - Di INSTALL. GR055 BRID61N6 O O'-O' O,G. MIN. q QF N �Q L L.I l lTL±1,_l. 1J PI _11..1/.7 1-1/4" X 20 GA. &ALV. STRAP FINISHED FLOOR .. ,1'. C6)N RA DTR A5 RE¢UIRED ALL EXISTING PLUMBING, WFC - Ed COMMON NAILS TO _ __ ___ _ ", u i E[EG , AND HEATING LINES 'THIGH INTERFERE FU'S O 16" or- /4"- /4 PLYWOOD SUBFLR _ WITH NEW.CONS"fIZX,7TON: - 8d COMMON NWILSTRAP - - -__ _- _-_. - ___ ___. "� IN TowiMv 1000-8 THo 9.4 FRpTEGTANFJ MAINTAIN 15TING IJtI Try,LOSS - -- .WHI,,CC,HN AA TO F"4ATN TN ct IN AA MAENEB X'20 GA. &ALV. STRAP - - +T"-F4N45HET3-FLOOR ---- H END O 16" O.G. AG,70AVOTOI ff¢¢NN.t7P TNE5E LINES CAP ALL 8d COMMON NAILS IN /4" PLYWOOD 5UBFLR T '�''�L UNI:4'EYJ.INE9T�T'EF7')Sl'YHE'TT1R40kT10N V!IORK ENDO Ib" O.G. Ell IRA. APPR6VED ANT A ITT ORIYIES 2 a w iLITY, S�w,vINS,JmtIWI&TION. n 0 MIN, ICY. DATE FEYISIONB FLOOR .101575 =< L O O END DIST. Qj FLOOR J06T5 O O THE CtX'11R.AC.TpR,NAL KEEP'I'NB PFtPMiSEfS AND 5URROUNQINS"AREA FREE n P - FQQf'I'AkrOIIFtU,AfT1QW,OP WA9TEMATERIAL5 OR RL.®815H GATED BY OPERATIONS. 6N /per AT 0C7MIUI,P,YFON'0P}HOURS T4I'CON'TRAC'TQR'SHA„L �',VE FROM THE 51TE - r TI;.MAT'BEB RDBB1 ATNIR,SRIRPLUS MATE15AL5, - R S1LiENCB IS'[G1 BE ° 1POM CLEK71'TQ'(NE GOMRLETE SATISFACTION ° X 20 M GALV. STRAP PROPOSED ADDITION 'N'{S'A4 II - 8d COMMON NAIL5 IN 51MP50N STRONG-TIE HI5 OF „ 2- Ed COMMON NAILS h H E T�L,�{7�77 n�^'(TT' p7 AEFAAND % EMPLOYED ON 1HEPR0, G7 ARETTC/EIE EITFER SKILLED TO SILL PLATE NPO 16" D.G. 1YllLLER RESIDENCE ORNORK'D+rx *+ rONTlwas 1610 PARAp15E POINT RD !!TMA NY h�T3N'^o1" tS 4*" e�$0 THAT ALL WORK INSTALLED •11 FXRAuilEanF f , S7AfIbAt7n a RObRPIMCT UYA 5IU141TQRE{i ElE�11T!�LE 2'- " MAX. HURRICANE CLIP ' ' - + ,1 N Y LUY'C, -o" MAX DI O EACH ROOF RAFTER .. ►RCJECT :lildRABERs vraArapA DiEA p a - PROM VIOLANDA F1LANiZESE CANTILEVER VER F UNDAII ION CANTILEVER OVER FIRST FLOOR TAR;HI12116-68MT �„�+ ' AS No= DI HIS Dl NTs , BUTT;: Irl} a• r .. SIMPSON 5TRON6-TIE STA - 20 GAGE RISE STRAP ® ALL ROOF RAFTS SEE DETAIL Bloakltl[at — galddaMa InatsNartidn I I s I �a Slaewli ---- -- a {�II-15d Camman I I L Q nails at t.0'a.d. I �q I ISI PIGSAL ®1 ALL RRAFTERS _ I I J I• . Y Cams sumsICE SHIELD 'tel lf` GABLE ROOFS _ REGIURRL�MENT ._ ,�� t_- -_ ������ _ �5 E DETAIL ® -� — 1�— 1�1�' IIIconosciso to aiuMesnep "ALL NOTE, a= 4'-0" IN ALL GASES OS10° .GOLLA}R TIE 'Z JEAGH ROOF. t i } h �-- -..{fh -- - RAFTER AS PER PLANS �� i 1 I , Al ____________ GEILiNG JOISTS,AS PER PLANS _ l - �� are-.&]b r stud Studs w� detail btockiog I I I I I I 51'F 1(�50N HIS'HURRlGANEGLIP - � �---J L---J '15'#dltv'AL � '+4L:,L'fiZz1FTER5 -. SEE p TAIL' C A9LE R F PROVIDE 8d NAILS a 4.Of,AT PERMETER IHIMM HIP Roo .PR(3'JIOE 8d C011a0tJ gAILs a 4•oL. i' PORTIONS OF PAWL5 IN HI(H PR rEF&M ZONES IP<BS A7,HIFAFPREy.N1RE ZCJtE 6.00, . 10 c e 545' Al'ALL O111ER PORTIONSOF ROOF CAL ` AO EXTEND TO TOP ORATED F TOP PLATE Il 2 COMPONEN AND CLADDINGSS'URE' ZCyI'�T NT5 Cl T PRE ES I Rd to rop'P S hdd r 1Tap� ay c�ppN�k�rnqta .N,Iwy�t! leNp�) ' R4RPr�(YWq9��Iat-eollsR< q�fur 7%71s�tp [a11Ur ){raf. = ..' y 99ara 3:7v Mtsilor atal t1etYltl abaaadd d Rat@ �T.°:: a palp Run [mre'tPRartn; Eind-xo a),.' � 5IMP50N G5 20-R 20 6A5E i - 'WAt7, fItAMMG' - _ WALL STRAP i; '• - Tav ata to To v abt. fRva 1 1 ,a� - - SEE DETAIL 7 Toyq. at nkdr�.oRv {f �Ilw) a . I� q t TJoirlop phot.lope Stua to Siutl .�f, n ) 2 - 1tla .N� li = td N.odv�am- o aoethstddd fo"r nwl.d): . IeP 11''@k .g14llp dda}s i _ p d . to Stud { ad _ t4 qn attwa Plat S naH.a) 7 led p*r 4 SWd soodlr Vwto to floor .IplaR;eynrNa111}.smt.tw+w t1 hN14a.4faPRnAplad) ;., 'laa" ', par r4.E FLOPIR,,4610TS' A$PER PLANS ,,� 1 - 1W @sr ' FLOOR JOISTS G. - FLOOR TR)' F (( ) d Ra.-naa.d) • - ea Rb�kb,a to J.;' otT i-y d E - !A ,✓ ,laa! t9 5111 taP P14b ar Gil v 8 aoN1 y, SN dr T 44 " d n 4 F _ � W 4 Too-".1144)@ os N ' '. - W f 31t1p M "g-'gr.�Y4yjr4) o9a6'alpµ _ ,roa an a<.ear-t4 '{nw=tlpma) � gdatl . Band Ndnk b.J.al{6M!-nsyadY IaOUHl1; PLA, - aorta :roar-!'a S++I.at Td4.PbtY (ts.-nmadY 2 ied°d' `v.r't ' r 1• Skvotuml P.n - - - t7G a 4. 4r and R ' e 6 GGd7lJ i 8l►ts J. d gto+tpt tate Idtbft{let3oe ol•,a4 di m aau 2Ild a ° s -.1 I 2X6 STUD WALLS - .wa•'un M.laanrd .. a 16" O.G. (TYPICAL? - *�+ +H. -mows emNar - P W*�be.rd RPa 01i. 8MM' E tdNM i Y}` Ina4aRtltlen - i`MfweN 7E' % sx - yNRAP AND NAIL STRAP I I• Caraeratud AROUND BILL OLME Holdddwn calmedted to 3Prt+n wenad.*p. -��� I. HaatbemM ' /,-'# /Yttl,S 1I - tteRRfer shear ild t tllxMav AT ANGHUR 15t7LT$ 20 GAGE STRAP / Y s ter'-1&F Rammon UWgig41 taaiArsimilry ,$EET3ETAIL' - �� � I nails et 6.•o.c- .i•,r tq`ar�PWrb O STUDS TIE DOWN / STUD TO SILL PLATE I �, - 3 TO DETAIFOUNDATION - .. a t eq. .1 Ntiairy( rvµvkol)Nbtrbrd bMod m- rwG. dsa.m e^ q-tent-yf„A tly@' FLOOR JOISTS AS.,PER PLANS ar ad-aaPlar dt Hw,tlpnw Wad It.a4LaM >MsryApgr ria pglRp a ', vn a gaktlMa aq .NLnab wkk si' d4�',. _ FLOOR J01575 ' v� 1, 1s ww a.n,'nM ias1R Ws' at nthik , 41i r ,.t i Pig� S_]# ' ' �nt4ut'at4M hiiitlidox� TM N�4M�!bNiifil',lMtl,wr' na. nEi�aa.�n}kty +a ut '_ ED '� ii diR'tali 4' Stgds y y _ TOP OF FOUNDATION % VVI �pNNM1 N p * I I e FOU,�JDATTON RR{+N'lIN05 AND DETAILS �I e d � a °� ° ° ° ya° d d e° ° tatdnl kraal ak[ ou. titw ir'ga,iR4�{4Niot " � O?[2te-� ,iQQ� ' II� i OF'NfW e d ° �' ' a a A . ° °. ° d e d a �.�[t��u ..�.�t SCTM. 10 00-81-.03-19:4 - ° I I - ° °. ° ° 4 ° e a e ° - :;,, e I I °' d e ° e -n ° 9. e e ° e Oatpl RtlRlr Tb T .L'� MJF- s1.11����fiLIL,�r ell' a ° d i1 ° d . e 8 e ° d ed dlroht/lello et l0'�0.0. �, . � r 9d lot '017- d, etie Ytptp I: _ 930 SHE CONNE TION CRITICAL PAIH DIAGRAM WE DI POR TION STpAPPM DETAILS . . MMS � I. (6K PNf Rb GAJ[ _ - .- - -' _ � � _ _ —. _ . . . , ► . '. A' RAW IVIoLANPAPltnxzPse TGC: 1.1g6-ee*5 34 - lu., - PAT GH A5 REQUI D A ALL' .THE TERIALE5 AND INC AREA FREE RB LL AREAS WHERE FXISTING HA5 BEEN REMOVED _ . TRff M A60 t" _N KEEP �.AlRR.CYIND ANP/OR NEW WORK ABUTS EXISTING. WHERE EXISTING WALLS ARE REMOVED --- FR OM-ACCR1PLATION O F OK. MATERIALS OR OHAL H REMOVE BY OPERATIONS. AT THE coMPt EwLW OF WORK THE CONTRACTOR SHALL REMOVE FROM THE 517E NEN OR tEN OPBNIN ARE GALLED FOR IN EXISTING WALLS,MATCH NBN FINISHES ARCHI7EGiLRN.ASPHALT ROOF SWINDLES TO THE SURROUNDING AREA5 AND RETURN TO "A5 NEW CONDITION" IMPORTANT: THERE MATERIALS ro EgSYI AND SURPLUS C MATERALS. TO RE'LALE DISTN6 ROOF ON EXISnM RESIDENCE CONTRACTOR TO START AT THIS POINT _ OF RESIDENLE'Ig7O{3E LEFT '4JItpOM GLEAN'TO THE COMPLETE SATISFACTION � -�,. VERIFY ROGATION ' OF THE OWNER � ' _ OF EXI5TING WINPOW T ILL - ; AND ALL kk7I�Y:M�N LM'1%-OYEI7 ON Tiff PROJECT ARE TO EITHER WILLED � � ��"'�_ " rORAFT910 IN THEIRAESPEGTIVE BRAVES OR WORK UNDER THE CONTINUOUS - - - -- ---- — -._--'-- _------ ------- --------- _--- - i `' VERIFY EX5ITING ROOF PITCH .. DIRECT S PERVINON OF SUCH SKILLED CRAFTSMEN 50 THAT ALL WORK INSTALLED - - - -, NEW ROOF PITCH TO '5041,L BE OF THE H&eST STANDARD. ___-_-- -------- MATCH EXISTING ALL MATERIALS INSTALLED BY CONTRACTOR ARE TO BE SUITABLE FOR THE INTENDED APPLICATION. NBW ROOF ITL TO MATCH EXISTING P H Y ROOF PITCH I ARCHNFLTURAL ASPHfLT ROOF 5111 - - 1 . ARCHITEGTLRAL ASPHALT ROOF SHINGLES EtP 1�2E14J11`2 — - — — — L+EY+AIM_of CEILING "TBATN 1571116 FINISFW SRND FLR ASCIA WARD O MATCH lI6FN6 FWIA BOARD O ., i ® _ ___ _ _ _ _ _ — PIRAPI AROUND INEW ADDITION _EXIST FINI5FgD GEILIN6�_" IEW'FAS' Alip MATCH E$1971 BOARD _ DELOR'ATVE BRAGI�T; _ _ y j ' �NbDIN6 TO MATCNiCX157 . T_ DECORATIVE BRACKET ❑ — � - .. NEW SIDING TO MATCH EXISTING ,rMgt 1'7iANw-RA141 "A5;aER_ - __ ,-,- �I� �,il SIDING �. +elR� F A5 PER NYS,covE TEP5 i RA � � �_CI TI FINN_ F TF�R I L-.-•,-. �_ . — _. � - _ __ - __ .._ . . IL19FgD FIRST F `� I - '� " _�. Zw� I I I I I HEN 510I145 TO MATCH I - - 1 L - J j LI 1L _ EXISTING 510IN66 1 - - — -1 I i I I 1 I _ _ ISTIN6 TOP —_ - ^ _ 1 = __ . - - �_ - _ oFsu9 - - - _ eXISTl 1__-______LL__L_ IJ_ __L__-_____ - � .__ _ . . _ __ _ ._ _ .__ __ _ NEW TOP OF 5LA.8 116 TDP OF SLAB ,1 - - - - - - - - - - - - - - - - - - - - - to" L- --J L � .�- _. - - - �_ - - - - - - - - - - - -- - ._ _ _ - - - _ � NEW TOP OP'SL.AB� TOFx OF rI - - - - - - - - - - - - .- - 23'-0" NEW ADDITION EXI5TIN6 RE5IDENGE EXISTING RESIDENCE NEN AD mdN iSaOtJTHEAST/RARELEVATION Q SOUTHWEST/RIGHT ELEVATION I KEY EX15TINO -LINE OF S`NGIYURAL. MEN30Zs r HALL ITIONI I 23b" NEW ADDITIO - - LINE OF ROOF ABOVE ADIDW - 1_01 2_I2_G9_O -03_g3b' L - IIE'CLOSET POLES 4 t I EXISTING IO TY90410-2 IO ,EX15TIN6 � LL -NEH WAS SHELVES T I Rp:Y- RD.-G"•3 LAW X O'-1 V4' - CLOSET BA5EfMEtl I x941w IDR pi181PxS MYA+OIAN LYL x4iN i MASTER BATH -� -IE7CF5TIN6 WALLS 70 REMAIN -- 1 I - - - -_ _ -FASTING YAALLS TO - I 1 I � BE RENNOVEp . / .«Y•,,::: - • ' ___� ... ;' _ 1 i w5 REBAR G" O.C.IN EXISTING FOUND. TO NEN - - .- - -G O ( _ -SN101�DETECTOR . . TY % Y` •. Q y__ _ 1 6R ID W EPDXY 6ROMr I Ey I _ _.. }ry • +>. 'i•r------- -`. . Jy _ L Pair � �q ..(� XG POST i • .. !,. i ��\` • •f 1 2 LOGAnONS) 1 GT- Tii X = y_C-_�._,-_-� ry I SEE DRAL'♦INbDI. !'D2 FN7R ADDITIONAL — — ExIBTIH01xta9 FJ 1 1 - - ------ BEFIBI2AJ-. - * 16'' OG. I ('� ! DETAIL$ - .' F WARDATIM,IF9 to I XG POST . 1 I I WINDOW SEAT,�I -^'I I �I WNRAWERS BELOW BACK OF DOOR LAB OVIER I ON kgi-L COMPACTED SUB LSOI 6 MIL. "'. 51n DIA.SO. KT. n FOUNOAnd+ WALL, I - ---- T� -- - -- - - - • T M AS 7o LE)IN C W47H NY'S 1'' FbLYETIM.ENE VAPOR BARRIER oN]-0 2x.KT. b I© :RENINS IN Ex15nN6 NY N�6° . .v I TALL E RIILI"1IM6 GG7DE5. !I y�5 I naaR PROVIDE CARBON MONOX DETECTOR5 AS P�2 HY5 Cf)DE I�'I-•� VERIFY LOCATION I 5 I 1 L LINE OF TRAY CEILING _ _ { - I 3YY „ ,' 1 ,., i ^ (TYPICPOWEDAL CONIC, FOOTING "' WOWNER Q I yl', I 3 a �'-7 INS/ F_ '" 'Yv. SII - O T 1. CONTRACTOR yHLL CHECK AND VERIFY ALL GONDI710NS TO THE SRE . P - .. - .- CRAW RM 'I U - : ' - ��.a X16° i 3 3 N Ali &L A4N pp S a - 1 i' 3 PRIOR TO STARTING OF WORK AMD H1E 5HA-L FAMILIARIZE HIMSELF'WITH 'T (3 I-3/4' X 9-I/2° NIG M VL 1 2 2 < in g x 0008 - 'I 2 'I' THE NNTENT OF THESE PLANS AND MAKE WORK AGREE WITH'SAME, . y7, RpLI�, L F !STRUCTURAL RIDGE ^ - _ - I r ALL DIMEIrNO*ANDEXISTINGCONDITIONS TO BE VERIFIED BY CONTRACTOR �^I ' e a .�44 i. PR TO THE START OF (DROPPED) 1 i 2 2 ,YIN - 1d2) 1-W4'"XIB MICROLLAM, LVL g{ 0 it CgNSiR11CTION AND ORDERING OF MATERIALS, 1 ti 'TJ' L J L — J L 1 � t I. I _ _ - d+ I x 2 _ � THE _ , FOR THE SAFETY •• y�H„L. 6�_I - I I " 1 I V II I mX ( �i 2. PREGAMTSCHND ES's E`er esO W4ON��TRIXTI FQ% KTHERE ARE No, Z a �� , I "116riN6 2x10 FJ I' __ ___- ___-__ I- EXPRFxEp OR IMPLIED AN THE USE OF THESE PLANS. "A SPECIFIC USE _ WARRANTIES,NOR AIW MERCHANT ILITY OF FITNE55rNOR b on p LINE OF TRAY CEILING = 1- � 3.- -v * 4 --- - BUILT-IN 1 I 4. DEE-5GV CONSULT 5OR'RErORD ARCH T ALL PENTS AND WRqat&5S0Ay tt/AFROIECT TIE A IfLT,816U t IRE NOT RESPONSIBLE i __ Ti 1 . -_ FORTHE #ePrLTIONC 51x'EWIV(A OR APMINISTRATION OF fiU5LON5TR1,�T10N PRO-EGT. r I 1. _ 1VIES OL. T. I r • T.V. t STERID 1 FEDERAL,STATE AND LOCAL ZONING AND BUILDING CODE COMPLIAWGE SHALL BE Y - I EXISTING FOUND. TO NEW W X6'PO5T O OUr 90LID W/EPO GROUT I IHTY OF THE CONTRACTOR._ eeBERM 1Ii IB _JI SHELVES X6 P05T Wi POST_ 1'P.OF_2IP44/E0N5) I I 1 - r l ' I !4 X ''7'� (��7 (� + f�+ DDDR A5 SELECTED - l O YY N O SO L MICROLLAM LVL5 I __ V - UTII�?LD - - - BY OWNER Fvi2ose DHP5556 — 'I — ffiV. DATE REVISIONS X" I/4' TVi209G RD.=Z'-2-I/S'x 5'-9 I/4' �W FLOOR r0 ALIGN KautAH MLFXISnNG FLOOR WR SVY LK I _ 6'- ° 7- " 6,.10', I 3'-10I���� -O. -g.. 3._g,. Z'_O° 5,_1O. '01 NEW ADPITION EXISTING RE54PENCE - 25'-0" 'A N EXISTING RESIDENCE �L,�77 ew��a5�i a�lal�ort I I ED �viUIER R�SID GE , A I ,EARTTI ; FIRST FLOOR PLAN �� . VviAN�A u�A,�: r P' TIA A IONBASE NTP AN � N1EW LIVING SPACE ADDED: 482 SQ.PT. 9CALff.T/4" e ,'O , ;VTULAVOAFRAN,ZUg I t �x N9TbA , _ I. LONTRALTOR SHALL CHECK AND VERIFY ALL CONDITIONS TO THE SITE ' PRIOR TO STARTING OF WORK AND HE SHALL FAMILIARIZE HIMSELF WITH 5ff DRAWING DI l D2 FOR ADDITIONAL. - THE INTENT OF THESE PLANS AND MAKE WORK AGREE WITH SAME. P I' GETgRAd. NOTES B DETAILS ALL DIMENSIONS AND EXISTING CONDITIONS TO E VERIFIED BY CONTRACTOR PRIOR TO THE START OF CON5TRUCTION AND ORDERING OF MATERIALS. I „ HEW 2. THE ARCHITECT ASSUMES NO RESPONSIBILITY FOR CONSTRUCTION MEANS, INSTALL SMOKE DETECTORS 5O AG TO C.OMF'I.Y WITH NY� ARCHITECTURAL ASPHALT ROOF SHINGLES METHODS,TEGHNIOUES,5EGIENGE5,OR PROGEDURE5 OR FOR THE SAFETY I I PRECAUTIONS AND PROGRESS IN CONJ)NCTION WITH THE WORK. THERE ARE NO UNIFORM FIRE AND PREVENTION AND BUILDING CODES. IMPORTANT:_ CONTRACTOR TO START AT TMIS POINT TO REPLACE EXISTING ROOF ON EXISTING RE510ME WARRANTIES,NOR ANY MERCHANTABILITY OF FITNE55 NOR A SPECIFIC USE PROVIDE CARBON MONOXIDE DETECTORS AS PER NY5 (ADE EXPRESSED OR IMPLIED IN THE ISE OF THESE PLANS. - _ ( i 3. CONTRACTOR SNULOBTAIN ALL FBRMIT5MDINSIRM+cEILtE&WTOPROTEGTTHE 014MAWATECTENSPEBR VERIFY LOGATION OF I WINDOW --- ! € 4. DESIGN CONSULTANTS OR RECORD ARCHITECT-ENGINEER ARE NOT RESPONSIBLE I - - � -� .- Ir - VERIFY EXSITING ROOF PITCH C _ FOR THE INSPECTION,SUPERVISION,OR ADMINISTRATION OF THI5 CONSTRXTiON PRO.EGT .__ _ _ E, - " NEVI ROOF PITCH TO MATCH EXIrjTIN5 FEDERAL,STATE AND LOCAL ZONING AND BUILDING CODE COMPLIANCE SHALL E ��� I 'I THE RESPONSIBILITY OF THE CONTRACTOR. NEN l ARCHITECTURAL ASPHALT ROOF SHINGLES , E TO REPLACE EXISTING ROOF ON EXISTING RFSIDBIGE L -- ----- -- -----_ 1�!IpUS RIDGE VENT POST UP TO STRUCTURAL TYPICAL ARCHITECTURAL�E PAPE�F CA TMLT R F T -_ . - -_ - RIDGE IN WALL BEYOND ARCHITECTURAL ASPHALT ROOF SHINGLES 2x8 LYH RAFTERS o 6'OL, SHINGLES I' /4'X 18"MICROLLAM LVL 24 COLLAR TIES a 16.0 - :F I R-50 INSULATION L 12" NEW 4 _ - _ In'6YPSUM BOARD INTERIOR FINISH 1 ._ - -� _ i ;- I W 2XB C a 16' -- -J-r - __ __ . . ._ - - 2'-O" SNOW l TGE SHIELD,2'-O" _ ISTINS FINISHED SCND FLR - -- - - - FROM FADE OF WALL -- M SITTING RM (rrP1cAA �EXISTIN6 FINISHED CEILING _F r', _GONLFY:OIL`i5OFE1.L._ - _ 3CROLLAM LVL-5 M GROLLAM LVL'S "- EX STING FASCIA BEARD HATCH --- - -_ _ _ _--HEADER _ - _ -. _ __ _. J. - III, _- - ..__ _ VENT-WfIN5EGT 56REEN- - - - _ _ I - - =�{I- ,�-=�r-- - - - ;�-I--- ' � � INE ro MATCH Ex1snN6 u� . _.- - - 1 I I h ,L TYP FLOOR IVER ANDERSEN TILT-WASH DOUBLE- F.__-_ _ _ - 111 C. - __ - _-_. - 7 IN � _ HUI'1i WINDOWS- TO MATCH _ - , - _ . _ _ _ I' d 1i I WINDOW ►- '�{--n- . m m 3/4" FINISH FLOOR OVER .-,1 I � EAT 1� _ - _ 111 1 m YWOOD SUBFL90R EXISTING WINDOWS - - - - _ _ .�� d_ 6 �,' +I p- o /4" T l 6 PL ��_ � f ._ � � +� .D +, '- KAIIID I FitJ1ED TO 2X10 FJ5116'OL. I - _ RAWER I I - - - ' ( - 7 � I- 1 �XI5TR16 TNI P T R I _ II FINI�FIE1F-LF ®- .. - ._ - - - _ - _ - - -- li- r - �- _- L I — - .. - - .n.. YSY'�L'_�Li {nJYFCJYJ IL"' _YJ J LciV.`�!i � `- > - ," � � $�1�4 I C `71' Ir / J 1-,^EI, ^I !1,)( . r A�N - {\ - - - 1 �N3N ADDITION 2X10 FJ5• Ib' O.C. _ )1.3/4'X 1-1/2'14DRILAM LVL FOUNDATION WAIL HEI6Hi 70 1 I NEW SiPIN6 TO MATCH' I ( ° ( '(2)2x6 PR SILL PLATE _' I EXISTIN6 51DIN6 I I I I -' ',ALUMINUM TERMITE SHIELD IT ! COPENING (DROPPED) - MATCH EXISTING FOUNDATION WALL ' SILL 5EALER ,'d I '!-, HEIGHT-,_ III ;r 4"' . V NE I I I I I I I12.. HOOK TYPE ANCHOR eoLrs: BASEt>FNT _ L B'-O" OG (MIN 12' FROM ENDS)!I I, _ N- 6 , F�uN�AT1oNW.Ic noN .._ - -" - - - - - - - - - - - I � - - - - - I - - - - - - - - -� - - - - - - — _ •- - _ _ � _ - PVELL OLYETHYLENE TDSUBSOIL MIL.:I: ; I ,, i II;II i ;II-b�TI GSOIL E I !„ _ 8 POUREDKALL ON I EXISTING TOP OF FBOTIN6 EK1:l.LId612P�+E'@_ I - - - - - - - - '. - - - - - - - � � � ' II "_ - �I � �RN� I �-+- TSI -IST - - - - - - - - - - - - - - - - - - - L_ - L - J I - '- - - - . . . . , � Top OF EXISTING RESIDENCE 23'-0" NEW ADDITION — — — — 4°P of FoorING 161, o.c 6" O.G. — — — — — — — — — — — — — — — — — — - NEN ADDITION - _ ' EX15 UNG RESIDENCE - - 1/2 MACHINE iHRU BOLTS C 0 16" O.C. (TOP. FOR TOP EDGE) I I ry 5 NORTHWEST/ FRONT ELEVATION 41 SCALE, 1/4' = 1'-0" f -1_'-__T SECTION PATCH A5 REQUIRED ALL AREAS WfiERE LXI5TIN5 W+5''BEEN'' REMOV! Z SCALE, v4• = I'-O" AND/OR NEW WORK'ABUTS EXISTING. WHERE EXISTING WM.LS ARE REMOVED ., � OR NEW OPENIN65 ARE GALLED FBR IN EXISTING' MATCH ABN PINI i WALLS, 5NE� 1 - - N - - {. _ TO THE SURRUUNDIN6 AREAS AND RETURN Ttl "A5 NEW GBNAITI� ON _� i/2' MACHKN INE THRU BOLTS 0 3Y" O.C. (TIP. FOR BOTTOM EDGE) f 14 4" 32" O.G. TYPICAL PDX CONSTRUCTION, �1 FLITCH BEAM BOLTING PATTERN TYPICAL __ ,..� .TION ! WMITELTURAL ASPHALT ROOF 541N6LE5 SCALE, I-Irl• = 1'-0' ARCHITECTURAL ASPHALT ROOF SHINGZ5 - - (2) I-3/4" X 18" MICROLLAM LVL(BEYOND) 151 FELT PAPER 150 FELT PAPER CONTINUOUS RIDGE VENT (2) 1-3/4" N IB' MICROLLAM LVL (EYOND) i 3/4'PLYWOOD SHEATHING 3/4"PLYWOpp SHEATHING I 24 ROOF RAFTERS a 16'OL. 2x8 ROOF RAFTERS a W'OL. 2x8 CaLAR TIES R-30 INSULATION a I6'OL. I-3/4'X IB"MICRDLLAM LVL R-30 � An�5 COLLAR TIES 1 Ib'OL, BATH HEADER UNDER RIDGE BEYOND Irl"GYPSISM BOARD INTERIOR FINISH (3) -3/4'X 9-I/2' MICROLLAM LVL 1 I/2'GYPSUM BOARD INTERIOR FIN15H )I-3/4'X 9-Irl' MICROLLAM LVA 12' �MATGH EXISTING PITCH 41 - _ Q iT• - (3) -3/4"X R-I!1' MIC,RBLLAM _9TML�C€WS�4J�K+15T 2'•0" 2'-01. _9ANRS�u �SSSs� �I*i oF�F+&€ILIr� .IOIST�_ �F �r ',; r I ) �,� p ,r1 cABINErxr A S PER!' - DE51ON-BY OTHERS OVRNER G--"ID ARTA - `Ir \\�� SROM FACE OFENALL1_O„ SyELF OPED AREA(TYPICAL) EXISTING FINIkH SGIb PLS 2XVYSrSi'Yl, � — - - new P1 A�L�16NT� � . � Pl AIS Le16NT� �I€yi.��Fv1l - - — —� - -— - - - -® _ _ WA GON57RUG I IQN "' -_ TTT Wa t! r FIN15F fEILl1�6� - ` WOOD SHINdLES-TO HATCH E%15TIN6 - CONTIGUOUS 50 SCREEN PkRFEGTI— ,- 5HIWG . ENIST'6 2X10 FJ'b a I6'OL. �' 11nL41a Irl PLYWD. SHEATHE '✓ - - EAVES TO MATCH EXISTING SHINGLES - 70 MATGM EXISTING r - - (2) -3/4" X 9-I/2" MIC1/0LLAM LVI. T..A R. SxEEL . ie. " - - _ q I + IS • FELT UNDERLAYMENT + �. i �: -',. FIWJi 'I" _ ! _- ! CABINETRY DESIGNED BY OTHERS I/2" PLYWD. ERILAY' ENT t { -1 - 's (U I" X 9" STEEL HAMATE i + �+ i + 15 r FELT UNDERLAYMENT 1' 1 t}r__ 2x6 STUDS • 16" O.C. Wl + I' I i( 1� �� W FLOOR TO BE FLUSH ED qq DOG15 � i AND APPROVED BY OWVBR 'i " ' � 2xb 5ND5 0 16" O.G. YV/ N '� . . I� -- IIT R-21 INSUL, II 1 I� (BOOK SHELVES ABO+E WdU'Blt✓ET5 BBOW I I V__' I r I '. (I I/2" GYP. BD. FIN. ,"- --_ r �' '' 1/2' INSULATION " I4 EXISTING FLOOR +i I I,oa . li �'a o' I/2" GYP, BD. FIN. NOOW SEA _ . . li & II 1 HELVES AS PER OWNER L.. " ` - /I 1 ) NB'ITO B�' VORA t1Ygf1 WFX_IS71N6, o _ _ - - _ _ _ + _ SHELVES A5 PER OWNE �I I �`�q�p��� T�16 p LOW µ'ms*' I 15TIN6 F�FIR5T FL[j® ® ` P RI�FLCR� 1 WN6haw1Fn-rc - l li �' r', rn i,�✓,j' `OC Ll?L,7i'?("7(' - J, '�'0 16-v,•� 'J„ NEW 2x10 FJ5• 16' OL, :/ _ _._.____ _ MOON"vt�LLV"Y . VB/T�W�1�T�TfON „G2 1`. '� )r T/ ANEW 2X10 FJ5 a 16'OL. 1-3/4'X 41/2'MDRIA1LVL .. 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