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HomeMy WebLinkAbout42041-Z Town of Southold 1/8/2018 0 P.O.Box 1179 * 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 39430 Date: 1/8/2018 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 1300 Stars Rd, East Marion SCTM#: 473889 Sec/Block/Lot: 31.4-1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 10/2/2017 pursuant to which Building Permit No. 42041 dated 10/11/2017 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: SCREENED PORCH ADDITION TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR The certificate is issued to Golisz,Catherine of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 42041 12-28-2017 PLUMBERS CERTIFICATION DATED ut o ' Signature o�sF of ��co TOWN OF SOUTHOLD BUILDING DEPARTMENT y TOWN CLERK'S OFFICE 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#: 42041 Date: 10/11/2017 Permission is hereby granted to: Golisz, Catherine 1300 Stars Rd East Marion, NY 11939 To: construct addition and alterations to existing single-family dwelling as applied for. At premises located at: 1300 Stars Rd, East Marion SCTM # 473889 Sec/Block/Lot# 31.4-1 Pursuant to application dated 10/2/2017 and approved by the Building Inspector. To expire on 4/12/2019. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $328.00 CO -ADDITION TO DWELLING $50.00 Total: $378.00 spector Form No.6 " — clu TOWN OF SOUTHOLD BUILDING DEPARTMENT �31 ��y k 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 r Date. 10 New Construction: Old or Pre-existing Building: (ch one) Location of Property: ©C) 547-P, � House o. Street Hamlet Owner or Owners of Property: 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: r� (chec o e) Fee Submitted: $ � V pplicant Signa ur ho��pF soveyolo Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 • roger.richert(aD-town.southoId.ny.us Southold,NY 11971-0959 Q ,�'cou BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Golisz Address: 1300 Stars Road city,East Marion st: New York zip: 11939 Budding Permit#: 42041 Section: 31 Block: 4 Lot: 1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE contractor: DBA: Dan Wilcenski License No: 4723-ME SITE DETAILS Office Use Only Residential X Indoor Basement Service Only Commerical Outdoor X 1st Floor Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 2 'Ceding Fixtures 1 HID Fixtures Service 3 ph Hot Water GFCI Recpt 2 Wall Fixtures Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixture Time Clocks Disconnect Switches 3 Twist Lock Exit Fixtures TVSS Other Equipment: "Screen Porch" 1- Paddle Fan Notes: Inspector Signature: Date: December 28, 2017 0-Cert Electrical Compliance FormAs " I SOF SOUTy �o� olo coulm TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [Vi[Vij FOUNDATION 1ST [ ] ROUGH PLRG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: A O ✓ lam i DATE o I b INSPECTOR OF SOUlyo! � o ��ycOUM'1 N� TOWN OF SOUTHOLD BUILDING DEPT. 765-1602 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] OUNDATION 2ND [ ] INSULATION [ FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: n DATE ji INSPECTOR queo q Iftaf so cp cou TOWN OF-SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION FOUNDATION 1ST ROUGH PL13G. FOUNDATION 2ND rULATION FRAMING / STRAPPING V�FINAL kteZa FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) ELECTRICAL (FINAL) REMARKS: f L fn DATE 121114011-_ - INSPECTOR 0 ` I SOF so �o� opo H O i coUM`1,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: r DATE INSPECTOR pE SObTyolo OOUNi'1 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) ` J ELECTRICAL (FINAL) REMARKS: rl- il -2 DATE 17/ I INSPECTOR FIELD INSPECTION REPORT DATE COMMENTS to ((ophw KvoWikq5 oKV jo rmme FOUNDATION(1ST) ----------------------------------- C FOUNDATION(2ND) t � W (14 ROUGH FRAMING& PLUMBING y INSULATION PER N.Y. H STATE ENERGY CODE I Ill Ci � lS 1'✓ YAj` S resi tri l� A& ' 0.1 r FINAL k4 v n ADDITIONAL COMMENTS D 0 a� z d 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 FAQ: (631) 765-9502 f � Survey SoutholdTown.NorthFork.net PERMIT NO. l Check Septic Form N.Y.S.D.E.C. Trustees C.O. Application Flood Permit Exammed 20 Smgle"&Separate Stora-Water Assessment Form C6ntact: Approved __120 Mail to: Disapproved a/c i Phone: Expiration 20 D D in spector OCT - 2 2017 APPLICATION FOR BUILDING PERMIT BTJR,171NG DE PT. Date g Ze , 20 t7 TO`VN 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 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 iio 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) tM0. � Q,CCr N•`�• t l 4 a�'2, (Mailing address of applicant) State whet /he 11rapplicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder C 1 l k4 Name of owner of premises 44*t,%V-e, (As on the tax roll or latest deed) If applicant i a coiporatjop,,signature of dul authorized officer e�, 1.�T�`� - (Name and title,'of-coioi`.ate,officer) Builders License No.',, q•;� ,- Jala Plumbers License No. Electricians License No. 3S1�_ Fdo Other Trade's License No. 1. Location of land on which proposed work will be done: House Number Street Hamlet County Tax Map No. 10 0- Section Block -Lot 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 cl-.KC(,eo �1Clt,w,.��,�( 1b!1 c}>i b. Intended use and occupancy 1 3. Nature of work (check which applicable): New Building Addition !/ Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost � Z�®®��+ 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 Z 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front (D ` Rear 'Z® ` Depth Height l'Z ° Number of Stories i t i Dimensions of same structure with alterations or additions: Front ® � Rear `'7,6 ` Depth r0' Height 11 Number,of`Stories 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories ; 9. Size of lot: Front OS t Rear 163.®` Depth / Q t �/3 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 C� 13. Will lot be re-graded? YES NO Will excess fill be removed from premises? YES NO 14. Names of Owner of premises CeA6'r.Q, 961ZS2Address Phone No. Name of Architect DC 1-ai2Kek- Address Phone No Name of Contractor T71, L ,.,..a VlOUne,S Address Phone No..' Z 0 9 s 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 of any point.o$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 ) Acrz- being duly sworn, deposes and•says that(s)he is the applicant (Name of individual signing contract) above named, CONNIE D.BUNCH Notary Public,State of NeevYork' No.01 BU6185050 _ (S)He is the C.OQualified in SuffcFk Oeunty (Contractor, Agent, Corporate Officer, etc.) Coma ssion'.Expires April 14,212DI: 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. SwornA before me this ` _ ^ day of e' l 20L:j i Notary Public Signature of Mlicant a i c Scott A. Russell ���-°S� k STOIKMMAT]EIK SUPERVISOR � I��][AN A\(Gr]EI��/1[]EN�C' SOUTHOLD TOWN HALL-P.O.Box 1179 ] 53095 Main Road-SOUTHOLD,NEW YORK 11971 Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOES THIS PROJECT ECI' INVOLVE ANY OF THE FOLLOWING: Yes No (CHECK ALL THAT APPLE ❑ A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ❑ B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. EI Site preparation on slopes which exceed 10 feet vertical rise to 00 feet of horizontal distance. E]t, D. Site preparation within 100 feet of wetlands, beach, bluff or coastal osion hazard area. ElE. Site preparation within the one-hundred-year floodplain as depicted n FIRM Map of any watercourse. E] F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. APPLICANT (Property Owner,Design Professional,Agent,Contractor,Other) S.C.T.M. #: 1000 Date- I _ A Diatnct NAME �R 4 t�I�d.� ��W�P/S __q _�_ 9// Section Block Lot 4, -7 P6 A4 :<Y<K FOR(BUILDING DEN_�RTMIEENT UE ONLY .` Contact Information 63, gR6q(j Reviewed By: r — — — — — — — — — — — — — — — — — — Date Property Address / Location of Construction Work: — —/Approved — — — — — — — — —for processing Building Permit Storm at Management Control Plan Not Required — — — — — — — — — — — — — — — — — Gacr "WkCbV11Stormwater Management Control Plan is Required (Forward to Engineering Department for Review) FORM SMCP-TOS MAY 2014 Town HaII Annex4 Teipplakne M802 54375 Main Road u+ Q 8 P.O.Boat 1179 G roger-richerb Souffiold,NY 11971-0959 DEC 1 1 2017 BUIIDING DITARTN EW T 14W OF SOUTHOLID BUWN ILDING IDES' �, • APPLICATION.FOR ELECTRICAL INSPECTION OLD REQUESTED BY.: t �i`(��, S1C: Date: L , Company Name: Name: License No.: c�/-� Z _ Address: �a Sb u-M 1/S Phone No.: Z7 G •6 1-5 J, , JOBSiTE INFORMATION: (*Indicates required information) *Name: G-® I I S ' *Address: '( Z o o jZn 4<9 m6y,c� *Cross Street: MA E *Phone No.: �/- 2-3(- 4, z6 P f Permit No.: Zp Tax-Map District: 1000 Section: - Block: Lot: *BRIEF DESCRIPTION OF WORK(Please Print Clearly) (Please Circle All That Apply) Is job ready for inspection: YONO Rough InFinal *Do-you need a Temp Certificate: YES to Temp lnforma 'on(if needed) *Service Size: 1 Phase 3Ph 100 150 200 300 350 0 Other *New Service: Re-connect Underg and Number of Me Change of Service Overhead Additional Inform PAYMENT DUE W H APPLICATION nt X82=Request for lnspmtlon Form 10 I l i L07 9 N. 79`g12.40 Fnr-. .-46 � � t w ltiGC3a' . I JC rr 'ZZ0K - ' � '� mat•3 �►+ � i `" 42'4C)N vv. •�• o��,.4� - t w . 70 ?off j E:/\.':ST /AA. K[O1-4 TOW cep--5010TWOL M,t,&W Yi:-P.K lli}tORRED ALTERATION OR ADDITION '� 10 THIS SURVEY IS A VIOLATION OF G 0"= FCTION 7209 OF THE NEW YORK STATE co—d = t fkc 1;4 P 110 L &DAICATION LAW: �7 (A0r4 �!.`, Rt.j. �_�n___ _ __ ____r_ ___ _•__ _ __.�___�_� ,_COPIES OF THIS SURVEY MAP NOT BEARING - 7• aHE LAND SURVEYOR'S INKED SEAL OR ¢. L)1M r f f�(L G �.� 1 y�•'E:��(y C i�i�r�N��C��'BOSSED SEAL SHALL NOT BE CONSIDERLD OTE ! � cw/L'r'�Ak-ti Y .�.-H*'T4�TN'E- cJOU,NIC) .ta0 8E A-VALID TRUE COPY: NOTE: t ;GUARANTEES INDICATED HEREON SHAII Mli ? S�1�ltN���=a t?s.^.�f�Jt� ONLY TO THE PiRSON FOR WHOM Ic, :u,VEY LOT �stu�rslr tis Sr.17�v{•1 i41 `�'r^I� TO 1 {i) susR /i�+y?--D i 'JUL +I�1 t 11.74 �^ IS PREPARED,AND ON H;S BEHAL;r&pi4E ��Jl1hr '►F G"?.'�.'I-iN�C�L��!. �VL7C3 . S i Y� 3� i\�� yo yl_ '+irJy"S"; 4�p P'7 �L... ,TITLE COMPANY,GOVE;NMENTA?A.",'��`CP AND r.7�(•-����.�, ,", t.q �.t �. 1 -l+t�',�+ >' ,•i�/ L,.t s Y�v q LENDING INSTITUTION LISTED Ar;D 1 I I Aff ,j y..fes %,e . tA f� .✓,, TO THE ASSIGNEES OF THE LfdXNG; IN5T1- �"i i��' RA►.T sS. r��'h�� y.E.t�i��S t vW yf 4 TUTION. GUARANTEES A:a'rC ff;lCN'.,`FiF,ABLE TO ADDITIONAL INSTIaI'LPI.,011j (§RzSUbSEQUFNT rel e.P^ APPRO ED AS NOTED DATE: B.P.# MY FEE 3 c BY: NOTIFY BUI iI ENT AT RETAIN STORM WATER RUNOFF 765-1802 8 AM TO 4 PM FOR THE PURSUANT TO CHAPTER 236 FOLLOWING INSPECTIONS: OF THE TOWN CODE. 1. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE 2. ROUGH • FRA-Hs,,,F°, . PLUMBING 3. INSULATE' 4. FINAL — :I MUST BE COMi , CAS: ALL CONST' ' - ; SHALL MEET THE ELECTRICAL REQUIREME�, (.<-THE CODES OF NEW INSPECTION REQUIRED YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. All exterior lighting COMPLY WITH ALL CODES OF Installed.replaced or NEW YORK STATE & TOWN CODES repaid shall conform AS REQUIRED AND CONDITIONS OF to Chapter 172 of the Town Code 6B�9WPl-�A-- OCCUPANCY OR USE IS UNLAWFUL WIT-HO ;T CERTIFICATE 0 OCCUPANCY J o a D � J . ti CLIMATIC & GEOGRAPHICAL DESIGN CRITERIA-INTERNATIONAL RESIDENTIAL CODE TABLE R301.2(1) Table 3AA Rafter and./or Ceiling Joist to Toffs Plate Latera[and Table 3.5A Top aura Bottom Plate to Stud Lateral Connections Exposure����� En � N3 GENERAL NOTES SROUDI WINDDES16N SEI5MIC SUBJECT TO DAMAGE FROM WINTER ICE SHIELD SIMPSON STRONG-TIE Shear Connection Requirements Exposure for Wiwi LoadI � 3 SNOOK SFEEDd TOPOGRAPHIC SPECIAL WIND WIND-BORtE ISN DESIGN Y- FLOOD AIR iPf ;criptive.A.iteinati•.e-to-iatl,3.4' (Rr r-cripl,:e AlternativetioT,v-le3,C,l � tj LOAD CATESORY FRaST LIFE TEMP,r � I T� AZARDs h FNS INU6 STRAP-TIE H O L D O W N - I. CONTRACTOR SHALL CHECK AND VERIFY ALL CONDITIONS AT THE GONSTRUGTION SITE (� E PWT5 k REGION Tv T7Eei21s.107E m g WEATHERIHI6 a > +b TRITE` BEFORE BEGINNING ANY PHYSICAL WORK. HE SHALL FAMILIARIZE HIMSELF WITH THE INTENT so"P- Iso M.P.H. YES 1500 OR LESS B SEVERE 9'-O" SATE a REQUIRED wA 594 0 .1-4 700-in.Wind Speed I TO HEAVY 70t}yF,Wind Speed OF THESE PLANS, 5PEGIFIGATION5 AND ALL OTHER INFORMATION INCLUDING GOVERNING 11L1 lLs 12u -�° LdQ 1;ct 16r3 ,�� 169 19s 3-second Sir lis 120 130 LA(7 LSO 160 17tJ leo 195 3-sersrtd gust Stud CODES LAWS ORDINANCES ZONING AND REGULATIONS. FOR 91, I POUND PER 9Ql1ARE FOOT 0.0479 kPa,I MILE PER HOUR■ ADE ).T/g USE "S I MPSON" Rafter/ceiling Joist Wall Nurnberof Bd ComrTton Nails°r laid Bax Nails(Toenailed} Spacing Wall Height Iftl Required rdumher at 5611 Cam»nn Nails or 4311 Box Mails per Strrd to plate Cannsct n»S2 0 a.WEATHERING MAY REQUIRE A HIGHER STREN6THRINS CONCRETE OR GRADE OF MASONRY THAN NECESSARY TO SATISFY THE STRUCTURAL Height t s sa -- - -_- - REQUIREMENTS OF THIS CODE.THE WEATHERING COLUMN SHALL BE FILLEb IN WITH THE WEATHERING INDEX,"NE6LI61BLE" "MODERATE"OR 5THDIO *ileac+n'{in.) R. Required in EaeH Rafter and/°r Ceili TgJolst to Top plate GonrreRTQn lin.) - ct 'SEVERE"FOR CONCRETE AS DETERMINED FROM FIGURE R901.2M).THE °MADE OF MASONRY UNITS SHALL BE DETERMINED FROM ASTM G 94, 2 2. ALL WORK SHALL CONFORM TO THE 2010-NEW YORK STATE BUILDING CONSTRUCTION G 55,G 62,G 19,G 130,G 124,G 145,G 216 OR G 652. HOLD DOWN r _ 2 2; 2 - _ 2 °°° NAILED � � ? .n. 3 3 � 3 3 � 2 .t ,� 2 2 y • P-^�•"', b.THE FROST LINE DErni MAY REQUIRE DEEPER FOOTINGS THAN INDICATED IN FIGURE R405.1(U.THE JURISDICTION SHALL FILL IN THE FROST • PD"noN 11 n 2 T 113 2 2 CODE, THE-•201 -- .5. ENERGY CONSERVATION CONSTRUCTION CODE AND ALL LOCAL LINE DEPTH COLUMI(WITH THE MINIMUM DEPTH OF FOOTING BELOW FINISH&RADE. SU - - 3 3 3 3 3 3 12 2 2 a 2 2 z 2 REGULATIONS AND ZONING LAWS, a.THE JURISDICTION SHALL FILL IN THIS PART OF THE TABLE TO INDICATE THE NEED FOR PROTECTION DEPENDING ON NETHER THERE HAS BEEN a 3 2 2 3 3 3 3 3 3 3 12 14 2 2 CODES, RULES, A HISTORY OF LOCAL SUBTERRANEAN TERMITE DAMA6E. 16 10 '2 2 2 3 3 2 2 2 2 2 2 3 I p2 0 1�-� 3 3 3 4 15 2 2 .° 2 1 Z 2 Z 3 (� d.THE JURISDICTION SHALL FILL IN THIS PART OF THE TABLE WITH THE WINO SP�p FROM THE BASIC WIND SPEED MAP[FIGURE R9012(4)A].WIND �''" (� 3. IF, DURING THE COURSE OF CONSTRUCTION, A CONDITION EXISTS WHICH DISAGREES OR �O�CATEGORY SHALL BeBE DETERMINED ON A SITE-SPECIFIC SASI% IN ACCORDANCE WITH SECTION RSOL.2.1.4. ° ° z4 8 3 3 3 4 5 s 5 5 5 5 is a 2 z 3 = e.THE OUTDOOR DESIGN DRY-BULB TEMPERATURE SHALL BE SELECTED FROM THE COLUMNS OF 41-1/2 PERCENT VALUES FOR WINTER FROM � ° 10 3 3 3 4 5 5 5 5 5 b 20 2 2 2 2 2 3 3 -s, \t J CONFLICTS WITH WHAT 15 INDICATED ON THESE PLANS AND SPECIFICATIONS, THE APPENDIX D OF THE INTERNATIONAL PLUMBING CODE.DEVIATIONS FROM THE APPENDIX D TEMPERATURES SHALL BE PERMITTED TO REFLECT _ " I 1 res•.rip"':e Jim[s are bated oar assumptions pn Tattle 3.4, 8 ' 2 2 _> 2 ^ 2 2 2 [ LOCAL CLIMATES GW.LOCAL WEATHER EXPERIENCE AS DETERMINED EI THE BUILDING OFFICIAL. SAN 2 Mlher ceiling oistr are installed ai-aliel to rafters,the surf of the toenail:in the rafter and ceifin=Joist shat equal orecceed - - L 2 2 3 M -^ CONTRACTOR SHALL STOP WORK AND NOTIFY THE DESIGNER/ARCHITECT. SHOULD THE P.THE JURISDIC IO SHALL FILL IN THIS PART OF THE TABLE WITH THE SEISMIC DESIGN JURIsoRY DETERMINED FROM SECTION AL FLO.1. LEAf7, r i P 10 2 z g.THE JURISDICTION SiiALL FILL IN THIS PART OF THE TABLE WITH(A)THE HATE OF THE JURISDIGTION5 ENTRY INTO THE NATIONAL FLOOD s f,!;, MAxIN Pi the tabulated numb=r of rams required. 12 2 2 2- 2 2 2 2 2 3 3 \17 %Q CONTRACTOR FAIL TO FOLLOW TH15 PROGEDURE, AND CONTINUE WITH THE WORK, HE SHALL INSURANCE FRO&RLAM(DATE OF ADOPTION OF THE FIRST CODE OR ORDINANCE FOR MANA6EMENr OF FLOOD HAZARD AREAS),0)THE DATES) � 3 Toawld splitt•n not more than 2 t:erai'ssh3il k•=instated in each side of a rafter or ceiling joist when fastened tr a 2A 1s 11 2 2 2 2 2 2 2 3 3 3 � () M �' OF THE FLOOD INSURANCE STUDY AND(G)THE PANEL NUMBERS AND DATES OF THE CURRENTLY EFFECTIVE FIRMS AND FBFMS OR OTHER ASSUME ALL RE5PON51BILITY AND LIABILITY' ARISING THERE OF. FLOOD HAZARD MAP ADOPTED BY THE AUTHORITY HAVING JURISDICTION,AS AMENDED. .`,\ �` top p°ata or 3 toenails i1 eat 16 = 2 2 � 2 3 3 3 4U = � S1 h side v,1tEn Fastened to a zxg top plate. _ mA 313•MIN. y': 2 2 4 2 3 3 3 4 4 133 h.IN ACCORDANCE WITH SECTIONS R905.1.2,R4o5.4.91,R4o5.5.9.1,R905.6.9•L,R4tl5.1.9.1 AND 84058 jL,WHERE THERE HAS BEEN A LENGTH ..':;- REBAv 4 Where top plate-to-6dge Leight eccsed 10',ttie';s°i3 I bs adiuned as fol'^,%'s: 18 3 3 4 5 M C HISTORY OF LOCAL DAMAGE FROM THE EFFECTS OF ICE DAMMING,THE.JURISDICTION SHALL FILL IN THIS PART OF THE TABLE WITH i i, IN SNEAat 20 , , 2 , OYESA OTHERWISE,THE JURISDICTION SHALL FILL IN THIS PART OF THE TABLE WITH ONOP '•1';.r' r. . CO," ` M `, C 4. THESE DRAWINGS AND SPECIFI6ATION5 HAVE BEEN PREPARED BY THE :;. it' ' /t--N,i Walt Height s• 10' 8 _ z 2 2 1 z s '�9 J__ !" I.THE JURISDICTION 544ALL FILL IN THIS PART OF THE TABLE WITH THE 100-YEAR RETURN PERIOD AIR FREEZING INDEX 0BF-DAYS)FROM FIGURE l! MIH 1�D,•1 2 3 DESIGNER/ARCHIT•EGT AND TO THE BEST OF His KNOWLEDGE AND BELIEF MEET THE RA09.5(2)OR FROM THE 100-YEAR(44 PERCENT)VALUE ON THE NATIONAL CLIMATIC DATA CENTER DATA TABLE"AIR FREEZING INDEX-USA CORNER LENGTH, 10 2 2 2 2 2 y 3 4 t� ^ (� Top Plate to Ridge /`��rv(!`/1' v METHOD(BASE 92 DE6.F).' Adjustment I actor 12 .. s, z 3 2 2 REQUIREMENT5 OF THE N.Y.5. ENERGYCON5ERVATION GONSTRUGTION CODE. J.THE JURISDICTION SHALL FILL IN THIS PART of THE TABLE WITH THE MEAN ANNUAL TEMPERATURE FROM THE NATIONAL CLIMATIC DATA CENTER Hetgfl.Ift# z4 1A ,, 2 2 2 a 9 a 4 4 s • , }' < +,, DATA TABLE OAIR FREEZING INDEX-USA METHOD(BASE 92IbF).e 10' I O � IL Q k.IN ACCORDANCE WITH SECTION 8901.2.IS,WHERE THERE 15 LOCAL HISTORICAL DATA DOCUMENTING STRUCTURAL DAMAGE TO BUILDINGS DUE 4 13 1 is 2 2 2 3, $ 3 d 4 5 5 V) 0 5. CONTRACTOR SHALL EXERCISE GOOD JUDGEMENT IN ORDER TO MINIMIZE DAMAGE TO ANY TO TOPO&RArH1C MIND SPEW-UP EFFECTS,THE JURISDICTION SHALL FILL IN THI5 PART OF THE TABLE WITH"YES.^OTHERWISE,THE i5' 5.15 1?S 18 ? 2 3 3 4 z 5 5 ! JURISDICTION SHALL INDICATE"NO' IN THI9 PART OF THE TABLE. 201 1.41 L5C w IQ) 0 EXISTING AREAS AND CONDITIONS. EXISTING WORK DAMAGED AS A RESULT OF NEW I. TH ACCORDANCE NIITH FIGURE R9o1.2(4)A,WHERE THERE 19 LOCAL HISTOj41GAL DATA DOCUMENTING UNUSUAL WIND CONDITIONS,THE 213 _ '` 3 4 4 5 - 1 Pre=cr ptive`imits are b=:=i cn a,sunipt crs in Table 3 S. ,�{R'•,�� "" 111) 2 Tabulatedfrm;re loads,rd corre.tian requirerncr=ts she I bf?permlttedto be ri-ult`F'1ed My`'.5:'f_•r fram'n°_net iocatad -1 [� U JURISDICTION SHALL FILL IN THIS PART OF THE TABLE WITH"YES'AND IbENTIFY ANY SrEGIFIG REQUIREMENTS.OTHERWISE,THE JURISDICTION V GONSTRUGTION SHALL BE RESTORED TO THEIR ORIGINAL CONDITION, AT NO ADDITIONAL SHALL INDICATE "NO" IN THIS PART OF THE TABLE. Table 3.1 Nailing Schedule G05T TO THE OWNER. M.IN ACCORDANCE WITH SECTION 8901.212.1,THE JURISDICTION SHALL INDICATE THE WIND-BORNE DEBRIS WIND ZONKS).OTHERWISE,THE - 2015 WFCM within afeetof Corners. IQA Q 4, JURISDICTION SHALL INDICATE"NO" IN THIS PART OF THE TABLE. rlumbr of Nsrmber o3 _ _ __. a^-a 6. DO NOT SCALE DRAWING5, WRITTEN DIMENSIONS SUPERSEDE SCALED DIMENSIONS. (N.T.S.) REFERENCE STANDARD FOR DESIGN OF STRUCTURE , i»tae:viptien Commantiaals BazilaiF: NeilSpncing nno �^".___ h-1 !�. Table 3.ti Ride Conneietion R clltiremeniI,[i Wince Y�pt0SU1r0' 0 l� 4) gFFRAhtlrir; pt _ft., PCrC+fAcrf!i'tt,-IL [JL=.].i_p':j t'$� ReFter to Top plate fteenailedl (see 7:Se3rA', tree T:h+e',dei per.Iter 1) AMERICAN FOREST AND PAPER ASSOCIATION(AF d PA) 2015 EDITION Ceiling foist to Top Piece{Tor.-nailed) (see T:S a 14A' l:ee T:nle 3.4A1 pe,johit - _ }�. �I 1. DESIGNER/ARCHITECT HAS NOT BEEN RETAINED FOR ON SITE INSPECTION OR WOOD FRAME CONSTRUCTION MANUAL FOR ONE AND TWO FAMILY DWELLIN65. Ceiling Icist to Parallel Rafter Irate-fair, I,ee T::e3941. ei ee T:h3t34R, esci*:,p 700-yr.Wind Speed < .•� er Ts5e3-u + 3-se•cond ,ssi m h 11':� 115 Sz0 13'} 1130 I 350 260 len 1134 195 �- • CeilingfcistLapsnverPartitians(Face-nailed) (, ta`j fsreT:5e39.4; each'ao $ I P I III OBSERVATION OF CONSTRUCTION. R301.4 DEAD LOAD. THE ACTUAL WEIGHTS OF MATERIALS AND Colisr tie to Re•ter(Face-naled) (c re TaS•e 351 t:ee Tabfe 36' pe•tie - - --- Blocl-in •o Rafter floe-ended Roof DESIGN LOADS: CONSTRUCTION SHALL BE USttiD FOR DETERMINING DEAD LOAD 9- I z-�c 2-1011 ::Shand Roof PitchI peq*siredCapasityorRid�=.c,,�n=_:hr�n{p°r;('''' S. DRAWING5 AND SPECIFICATIONS AS INSTRUMENTS OF SERVICE ARE AND SHALL REMAIN WITH CONSIDERATION FOR rFiE DEAD LOAD OF FIXED SERVICE Ft+m Board t9Reher(6nd-nailed( 2-15e 3162 s:d e,d ift- _- ___ - FLOOR EQUIPMENT. Nf>'UFR,4f^tlfiG 12 '% 91 1,7_ 13- 160 I ,."t 2't 32' 5_" b �` THE PROPERTY OF THE DE5I6NER/ARCHITECT WHETHER THE PROJECT FOR WHICH THEY R501.5 LIVE LOAD. THE MINIMUM UNIFORMLY DISTRIBUTED LIVE . • End Wal) fair rWetolapPlate IFace-nailed) 2-1£13 2-1511' pe-fisc 16 10: I'1 141 113. 226 ?A 37? 43E 524 ._.� ARE MADE 15 EXECUTED OR NOT. THEY ARE NOT TO BE USED ON ANY OTHER PROJECTS LIVE LOAD 40 lb. LOAD SHALL BE AS PROVID- • s.. V q 1, DEAD LOAD ED IN TABLE R5o1.5. Top (Face-meed) S•1:r 5-162 jo;ns•eat�Sie- Zo. 1Z I52 .1?6 PZr 202 VZ 1405 545 fol 10 ib. Corner stud studtaStud FFa:eme7ed} z•15c Z-1Fd Za'a.0 3'12 21 15. l:'2 all ?'z 339 r•' OR SITES OR EXTEN510N5 AND EXPANSIONS TO TH15 PROJECT EXCEPT BY WRITTEN TOTAL LOAD = e TABLE RSOI.5 . . Header to H-de,iFace-15:):11) I5d 16C 16'o-c,vo,�E._d;e: 25 1g., 21< 249 3:1$ 595 I 123 56r` �Fj � � � 4 Ib. MIMIMUM UNIFORMLY DISTRIBUTED LIVE LOADS Holddown connected to - AGREEMENT ALONG WITH APPROPRIATE COMPENSATION TO TH15 ARCHITECT. ROOF • • toparBottornMetetostud(End-nailed, j_-eeTah'a35,` eeTa;;e3" 32 2oF :4; M ? 4 � (IN POUNDS PER SQUARE FOOT) (: I R°r E3 s_ 5.17 6=9 7,, 3'3 112.7 • : transfer shear BottomplateloFluorjai:t,BendjoiSt,€rxijoist 2-16e' 2-166 pe,foot 35 231 273 315 d2ra S`t= £•SG, ?315 13`aa 913: 11913 Y u u GROUND SNOW LOAD 45 Ib. LIVE . • • orSlocking(tace-nailed) 12 eE ?7 CS 113 Lag 1E3 199 231 256 329 r C'� Q. WHERE JOIST HANGERS OR STEEL FRAME CARRIERS ARE USED AND WHERE TECO TYPE USE 2-�.6d Common 16 57 102 Ila 150 1615 221 263 503 351 425 \�d ' DEAD LOAD 10 Ib. LOAD sir F F14tL'%R FRAk11rt6 CONNECTORS OR GU55ET5 ARE if FOR ON THESE DRAWIN65 ONLY FASTENERS WIND LOAD 10 ib. nails at B O.C. Wstt.Silr,TopPlaleatGirdw, "irte-)call 4-6c ___Z__1(.- P,-jo,v; 10 113'`' 12i3 147 1!'4 232 2119 331 ?.-a 443 556 UNINHABITABLE ATTICS WITHOUT 5TORA6E b 10 Br{dgingtoleist fine-nailed) 2-Se 2-lad each:"d 4;.12 24 13" 159 tab 226 219 336 397 4P3 932 t43 RECOMMENDED BY THE MANUFACTURER ARE: TO BE USED. SEISMIC, UNINHABITABLE ATTICS WITH LIMITED STORAGE bg 20 . SlockingtoJoist(Toe-naikd) 2-Sc 2-10d eao d ZB 19' I75t 213 f3 325 392• A54 34rr 6:Cr 54 HABITABLE ATTICS # ATTICS SERVED WITH FIXED STAIRS 30 • BTnrlinietoSillor"ropMete(Tce-nailed) 5.151 A-16d t:c^bioc• 32 1i' 20: 235 3',,I 372 4VI 5.33, 617 70') Sts? CAT'E60RY "C" (EXEMPT BALCONIES(EXTERIOR) AND D1=CK5 a 40 tedweT Strip to Gear(rare-nail:dT 5a5c A-1E-' e:cnjdst � -4 10. PROVIDE A STORM DRAINAGE SYSTEM FOR ALL ROOFS AND PAVED AREAS. BASED ON RESIDENTIAL FIRE ESCAPES 36 apF_ zea 263 =59 42 501 596 694 4, 961 40 lois-antedger5e,M n,(Tt+t-nedI 3-"ac AE-i pe•(o CODE OF ''NEW YORK STATE" GUARDRAILS AND HANDRAILS d 200 h Sand)oisttoloistrEnd-nailed) 3-16c 4.1E ner)oin 12 51 6.15 69 Et; 1?9 is, 155 IZ2 2CA 253 SECTION 850122 6"EI5MIC GUARDRAILS IN-FILL COMPONI'.;NT'S r 50 h BandJO'srttosinorTrpplate17ce-mail::)) z-lEic'' 3-1613 pe,fost 16 5tl E13 r2 lic 146 ,`b :03 242 273 5g,7 11. TH15 DESIGNER/ARCHITECT SHALL NOT BE RESPONSIBLE FOR CONSTRUCTION MEANS PROVISIONS) PASSENGER VEHICLES 6ARAI a 500 ROOFSHrATH'Fl: 2'0 IIS 1130 115 13" 132 ?20 11v 363 Bag 421 METHODS TECHNIQUES 5EQUENCE5 AND FRO(,EDURE5 EMPLOYED BY CONTRACTORS IN ROOMS OTHER THAN 5LEEPIN6 ROOMS 40 5:12 24 102 119 1gn 177 219 .265 311 3ca Alt 545 • Wood:tructwalFar'aii Jt: i0c I:eeTahle3.i91 METHODS, r 5LEEPIN6 ROOMS 80 viagonete-nardsf,vetfiir.3 28 11[' 13 lei 205 255 308 952 4119 .9 CQ 5?0 THE PERFORMANCE OF THEIR WORK, AND 51HALL NOT BE RE5PON51BLE FOR THE FAILURE STAIRS 40 c r'.6Rnrl'X9• 2-ca 2. N v-uppo•t 32 13e 159 B4 236 292 352 ,815 .1115 557 E-a III. 1"X10'or wrider 3•E: 3.1,02 Der:uPpo^t 36 l.'9 3C,? <E5 92- ',g5 2F3 Sts 627 7!C II 6 C�ry OF ANY CONTRACTOR TO CARRY OUT WORK IN ACCORDANCE WITH HI5 CONTRACT WITH A ELEVATED GARAAE M-OOKS SHALL BE CAPABLE OF SUPPORTING A 2,000-POUND LOAD APPLIED OVER A WINDOW NOTES. �x''r' s"E.1i"IrtG THE OWNER AND IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS. UNINHABITABLE E AMA. 12 53 65 f3 , ?-} 119 1'1 164 1 1 223 U i B. UNINHABITABLE ATTICS WITHOUT STORAGE ARE 74105E WHLTtE THE CLEAR HEI6FIT BETWEEN JOISTS AND RAFTERS 15 NOT GTpnurm yVel(tma:rd So coca=e•: 59 rcn-_,s "es�Ee,•1pl i elc 16 93 T3 135 li•II 133 159 7Dtr 218 25� 13.02 `' , MORE THAN 42 INCHn,OR WHERE THERE ARE NOT TWO OR MORE ADJACENT TRUSSES WITH WIE CONFIGURATIONS 8.1-1 CAPABLE OF ACCON'yIOMATINcS AN A95UMED REGTANSLE 42 INCHES IN HEI&HT BY 24 INCHES IN WIDTH,OR GREATER, VialiSlffTiH'N12 20 ;9 9Z' 1 135 SEG, 299 d3i 273 313 3'B ALL WINDOWS SIZES ON PLANS WERE TAIGEN FROM Stead StruCt,ael panels Ed loc ;see Table 9.111 6:12 24 ISI 127 152 199 2' s 2 c(`� WITHIN THE PLANE Cr-THE TRUSSES.THIS LIVE LOAD NEED NOT BE ASSUMED TO ACT GONGURRENn_Y WITH ANY OTHER LIVE s 2.2 : 7 376 A5� V i LOAD REQUIREMENTS. "ANDERSEN" WINDOW CATALOG UNLESS OTHERWISE StructOR,AberbaardPam-Ir 28 115 129 148 1t0 233 27i• 325 312 Ala 529 G. INDIVIDUAL STAIR TfiEADS SHALL BE DESIGNED FOR THE UNIFORMLY DISTRIBUTED LIVE LOAD OR A 900-1001" 112" I!;a Via'•..roorn5,a' Yece:'6're'd 3Z 12' 115 169 215 ZE5 319 3'r 43c 5:'1 E{+5 Z �� CONCENTRATED LOA7 ACTING OVER AN AREA OF 4 SQUARE INCHES,11AN09 VER,PRovV_Es THE GREATER STRESSES. NOTED. SHALL BE 400 SERIES DOUBLE HUNG, ;01215.1-l"!"M. O 1/16' t;0!D. A SINGLE CONGENTRATED LOAD APPLIED IN ANY DIRECTION AT ANY POINT ALONg THE Tor. " 'r ° 36 14? 166 190 242 2�S 353 423 391 56A ELM ( 1 GONSTRUGTION NOTES HIGH-PERFORMANCE LOW-E4 SUN WINDOIw WITH - V z ,-^, E. SEE SECTION 8501.I FOR DECKS ATTACHED TO EXTERIOR WALLS. Z5�3z" 11,a ea'., roo�ng":" 3'e ,:;5'r:e IZ a= !6 62 -r, oA 112 152 133 17s 211 F. GUARD INFILL COMPONENTS(ALL THOSE EXCEPT THE HANDRAIQ,BALUSTER$AND PANEL FILLERS SHALL BE DESIGNED TO U-VALUE OF 0.28, AND SOLAR HEAT GAIN, 101213'x1-3,r-1r;•,;,3,`E•herd; O t© WITHSTAND A HORIZGNTALLY APPLIED NORMAL LOAD OF 50 POUNDS ON AN AREA EQUAL TO I SQUARE FOOT.THIS LOAD ,l6 63 13 02 1:2 125 1s9 it6 2011 233 act NEED NOT BE ASF:4 LV To ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD REQUIREMENT. COEFFICIENT (SHG[) TO BE LESS THAN .50 - Gypsur i 59alllsoard 511 cooters 5d co-'ers 7'edge 110'f:eic r 26 31 92 103 12, 155 107 .220 ZSi 29I 951 QILI 0 6. UNINHABITABLE ATTICS WITH LIMITED STORAGE ARE THOSE WHERE THE CLEAR HEIGHT BETWEEN JOISTS AND 19 Ha•d6aard is Be rme Table 311E 7:12-12:12'" '„ 2S 9,'1 110 123 153 I£7 .211 P.63 903 35e A21 I. ALL ELECTRICAL WORK SHALL BE BOARD OF FIRE UNDERWRITERS APPROVED. NOT 6MMATER THAN 42 INCHES,OR THERE ARE TWO OR MORE ADJACENT TRUSSES WITH WIE CONFIGURATIONS particrehaerd Prsnek E-c 9e Isel Mrz,a=:='u-er5 29, e14 1`<t3 144 170 21I itr+1 0? '.S i 4nr, A35 CAPABLE OF AGGONiODATItJ6 AN ASSUMED RECTANGLE 42 INCHES IN HEIG41T BY 24 INCHES IN WIDTH,OR GREATER, 2. WINDOW DESIGN PRESSURE RATING Q � IlIb WITHIN THE PLAM-OF THE TRUSSES. tticgonef Board Sheethin" 32 -r• a ��3,i 1,.' 153 2.11 Z50 ;99 `Sl "' 46§ 552 � � � �.� 2. ON( FOOTINGS ARE TO REST ON FIRM VIRGIN SOIL. FOOTING5 ARE DESIGNED THE LIVE LOAD NEED ONLY BE APPLIED TO THOSE PORTIONS OF THE JOISrS OR TRUSS WINDOWS WITHIN 4'-O" OF CORNERS SHAL IL'MEET OR 1""�"or 111,13" 2•&d Z-ltd per sago 36 l„ 115; 113 2 201 356 325 632 130TFOM CHORDS HR.t'U_ALL OF THE FOLLOWING CONDITIONS ARE MET, 1"".10-oT wider 3.011 BAN ser;•,rpo,t -' - __.'-I' -- I. THE ATTIC AX!EA 15 ACCESSIBLE FROM AN OrENING NOT LESS THAN 20 INCHES IN WIDTH BY 50 INCHES IN LENGTH EXCEED DE51 GN PRESSURE RATING OF 30 Ib/S.F. 1 tabulated confectio re2uirerna tha'I b.perniated to ne mu;'Pl.ed b.0,:sir f,.l f,-,T,'^•e nrt ;La:.< ,to -of 54irdlnE dG:nsrs. A55UMIN6 A MINIMUM OF (2) TON PER 50. FT. 501L BEARING CAPACITY, SUBJECT TO THAT 19 LOC'T1 V WHERE THE CLEAR HEIGHT IN THE ATTIC 19 NOT LASS THAN So INCHES. FLCVRStiEATH1Nrr. Z Tabulated connection re ui " t,o,a ,i�mF-,Ls lila rEcf ;.<ir: C ;_ e,s in r= i 4 �, � -- TESTS, INSPECTION AND VERIFICATION. 2.TME SLOPS.-'THE JOISTS OR TRUSS BOTTOM GFIORDs ARE NOT G "' ' ' p 4 - ALL OTHER WINDOW5 SHALL MEET OR EXCEED ` •e',,r zr bit . _ REATL�2 THAN 2 INCHES VERTICAL TO 12 UIyITS SYrad Structurat Panel: .,�. HORIZONTAL., r DESIGN PRESSURE RATING OF 25 Ib/S.F. 1"ar)e-,s 102 6"edge+l?`s:.ld 3 Tabulated connection re,4UiTo -.,; oa:edona12i,ithr;•dgaconnecii3riy.._:n,.is;r;:`4 -.; . ..,-1r)r, 'cicrF. nrrl-, a S.REQUIRED 1f 9AATION DEPTH 19 LESS THAN THE JOIST OR TRUSS BOTTOM CHORD MEMBER DEPTH. r` �■(�'�7 t+�'-t j® ire.'"t i" 1011 15c 6"re,e j l2'P'r'r, the tabulated lialues Uy the api'r.':'iat?M Lkil;licr b'?1n-,,r �' __ V a ,t In THE REMAINING PC>`tT'ION9 OF THE JOISTS OR TRUSS BOT(OM CHORDS SHALL BE DESIGNED FOR AUNIFORMLY -tie Stier Sserd Slrtathi,es �- ' 3. CONCRETE 15 TO BE 3000 LBS. PER 50. INCH GOMPRE551VE STRENGTH AT 28 DAYS. DISTRIBUTED CoNCUfSU.NT'LIVE LOAD OF NOT LESS THAN 10 POUNDS PER Sc,TIJARE FOOT, g Pidoa Connection Spacing(;II-_'T-i:. 16 1 .2 _a --r -,n Q ALL WORK TO BE IN ACCORDANCE WITH A.G.I. STANDARDS, H. GLAZING USED IN HfJ 7f2AIL ASSEMBLIES AND WARDS SHALL BE DESIGNED WITH A SAFETY FACTOR or 4.THE SAFETY 1".6'or 1"139' z-gd Z-Sad ser s�apoK r-- __1�'__- FACTOR SHALL BE APPLIED TO EACH OF THE CONCENTRATED LOADS APPLIto TO THE Tor OF THE RAIL,AND To THE 1"ylr or w der 3-911 3-102 ser s�:oart Wultplier [ 1.35 1.f0 Z I "+1 _ -� (,) A F.r 313`•.rpftar UCEif-,C°nnectr•nr.0 Ea`Ln:Tr an$ !la tC C',h lC2 ilt•a;a:.F fart=i' r T1•,. :'i Teak ar_' LOAD ON THE IN-FILL CC7MPONENT9.THESE LOADS SHALL BE DETERMINED INDEPENDENT OF ONE ANOTHER AND LOADS 1 p. q r< _ -,asst:n.:,u�ies t-,e o,,e:>T;ra e.,+�y tF:+ire recur:rcert;s-e a:_e.an waq s^ratninE na�'RE 6, "Che:orwrcer:t t'•t.she.:eee.A`1V112-;'.e-a.,nF:Cf'edvles sera l �� ARE A55Uh1ED NOT TO OCCUR WITH ANY OTHER LIVE LOAD. M u:ed mitre.vall.sheat','re rrlir is reduced Fe•alar• e,i x13rl z'e::h.n - d-z irC^e:o,•,�rrte=�t the oreE ode-_to length a,Td theack Span �•••- %b Ii'� 4. STRUCTURAL STEEL TO BE A-36 FABRICATED AND ERECTED AGCORDING TO THE A.1.5.G. SHEAR WALL SEGMENT DETAIIL P' Ei: _ `b I oMair HSS e-shea-capac;.es railirc-:c.,re•s•rrts ror:•t rust.,:'mr be"s�.n be das.b'ec,or a'ernate Co-e-ors"hail be ___ _ t- ` N.T.5. PER WFCM FIG. 1.5 4 SEG. 5.4.42 L sec to mo'nta'n the 10ae Dat'. t�'/' Veber v.a"s tat'Rrz is"n,,:;^La.0 a,e-canrecse.,me��"r:.t,e t:ou':tte,orae,of n:ily:Fla'he ermlttad to be seduced to Table 340 Roof Stteitlii T At#achnielit Rte ulr+_ment-_ f6T 1a`f,lid i ..-..�.. 91 i3 rt'3c U '"T -7" x CODE. GENERAL NOTES: R _• ---.---.- l 1~Lt ?� sem- _ MIMIMUM SHEAR WALL 5sE6MENT 1-S6dn: ocr'aot /W w �1 L SIZE ASPECT RATIO, HA_<5 1/2" Loads _ a H V � 5. STRUCTURAL LUMBER TO BE MINIMUM 1100 F.S.I. IN BENDING UNDER NORMAL LOADING, I. ALL MATERIALS, ASSEMBLES, CONSTRUCTION AND EQUIPMENT SHALL CONFORM TO THE _ - -- HEM-FIR OF DOUGLA5 FIR TO BE USED. INTERNATION�tL. RESIDENTIAL CODE FOR ONE AND TWO FAMILY DWELLIN65, 2015 EDITION. Table 3.94 Rafter,%CeNter Joist Heel Joint Connection Requirements � WALL HT(H) 5E6MENlT WIDTFf lNU (Pr¢�,r 'A a ! 3•'�l p gt_ ��� - 2. WORKMANSHIP SHALL CONFIRM TO GENERALLY ACCEPTED GOOD PRACTICE IN THE .l.-In riptr'e�.i,_rrT�tly tr`aan -1 -yr.avinds speed i=-(mph) 110 115 1io 13.. leo 156 t6n 17:1 iso 1s5 8-I 2'-4' __. U.. � G� �- 6. DOUBLE JOISTS UNDER PARTITIONS THAT RUN PARALLEL TO SAME DOUBLE J015T AND APPLICABLE TRADES. ` O'I I" g'-0" Roof Lrve Lt*ad Ground Snow Lead `.RUEit�pAt Stic4THl'6 ,tj �-' 20 Rif 3Q pit 50 par 7Li psf E F E F E F E F f F E F E F E F E F E F 1i S. ALL DIMENSIONS SHALL BE CHECKED IN FIELD BY CONTRACTOR PRIOR TO ORDERING - Rafae'fTrwsr - a 1. RAFTERS AROUND ALL OPENINGS. MATERIALS OR COMMENCING CONSTRUCTION FIELD VERIFIED DIMENSIONS SHALL TAKE 1z 1111 36 I2 23 Ra36f spanF2) 211 36 12 213 3b sheathing Location' Framing FlVterjTsuss Mea$imtrl"Nalf=pacisrg f7r*1 f common ria>ts,:r Jeal Pza tta9ls!nt'x,lace I r O� PRECEDENCE OVER SCALING, NOTIFY ARCHITECT OF GONFLIGTS. - _ _ Specific Stacing(fn,) USE "SIMpSON" Rafter :.Tele GraviT,r,G I `a' kD 1. ALL HEADERS ARE TO BE (2) 2X8'5 UNLESS OTHERN15E INDICATED. HEADERS TO REST 4. ALL GONGREi'ESHALL BE MINIMUM FC= 5,000 PSI 5T'ZENGTH AT 28 DAY TEST. Ratter st°pe Required Number of 16d Conirrton or 40d Box Nails Per Heel Joint[connection ' j,, _____ ___- -_ � = HDU2 HOLD DOWN ,,,Rafter (ire.) 12. 6 12 E 12 5 12 6 12 E 12 6 12 6 12 6 12 6 12 5 12 1-1 ON DOUBLE 5TUD POSTS, EACH BEARING SIDE. PROVIDE 50LID VERTICAL 5UPPORT5 - I (NOTE ALL EXTERIOR CONCRETE STEPS AND GARAGE SLABS SHALL BE MINIMUM FG= 5,500 PSI w/ 5ST516 ANGHOT, BOLT Sz 3 5 a 3 6 9 5 9 13 6 L2 17 0.49 i 16 6 :2 6 12 6 12 6 12 E 12 E 1: 6 12 5 12 6 12 f 12 Rill UNDER ALL BEAMS. STRENGTH AT 28 DAY TEST) 3:12 16 4 7 1'C 4 S 12 6 12 17 a 15 23 i 19.2 6 I2 E 12 6 3Z a 12 6 12 6 12 6 12 6 12 6 12 6 12 U1 O 0 5. ALL FOOTINGS SHALL BEAR ON UNDISTURBED SOIL HAVING A MINIMUM BEARING CAPACITY 59.1 4 8 12 5 12 La 7 1- '-1 9 23 27 interior zone _ 12 c 12 6 12 6 12 6 S2 5 12 6 IZ 6 1.2 6 12 6 12 6 I2 S. FLOOR FRAMING TO BE REINFORCED WITH 5/4X3 WOOD CROSS BRIDGING AT MIDSPAN OF 5,000 L.D. PER S.F. 21 5 113 15 f Sz 18 9 17 Z6 12 23 3 I 12 E 12 F 12 6 12 5 12 5 12 6 IZ 6 12 6 115_ 6 lZ 5 12 O tF;y O,sZ ( 16 a 1_ F 12 E 12 6 132 5 12 E 12 8 12 5 12 6 12 6 12 v! 6. ALL PLUMBING SHALL BE IN ACCORDANCE WITH 2015 12 3 4 6 3 5 7 4 7 1i 5 3 13 ig'? Is 12 6 12 6 12 6 12 6 12 5 12 5 12 5 12 6 12 6 12 AND MAXIMUM 5PACIN6 OF 8'-0" O.G. INTERNATIONAL RESIDENTIAL BUILDING 16 3 5 S 3 6 9 S 9 13 5 12 17 - 24 ,5 12 E 12 e 12 E 1: 6 12 S 12 8 12 6 12 6 f ® -- CODE. AND LOCAL CODES. a152 `- 5 '1. ELECTRICAL SHALL BE IN ACCORDANCE WITH N.E.S. AND CERTIFIED BY N.Y.S. BOARD OF FIRE 19.2 3 6 9 4 7 11 e 11 16 7 14 z1 12 12 1' 6 .22 5 12 i2 E 12 6 13 6 6 6 6. 6 L 1 n 24 4 8 11 5 9 13 7 13 19 9 17 26 0,4q I 16 f l2 c 12 E 12 6 1Z 6 12 5 f 6 s E 5 6 5 Fi 6 a. TIES; UNLESS 5HOWN OTHERWISE, AUXILIARY RAFTER TIES SHALL BE 2x4s @ IG, O.G. TIED UNDE"RITEP.S. IZ 3 3 5 _ 4 6 6 a 4 7 11 i 10.2 g 12 IS 12 6 12 6 I2 5 6 5 6 6 6 6 5 6 6 13 4 0 BACK TO A MINIMUM Of (3) CEILING BEAMS HHEN SUCH BEAMS AND RAFTERS ARE 8. ALL LUMBER SHALL BE DOUGLAS/FIR No. 2 OR BETTtR MIN. Fb=8"15 P.S.I. UNLESS OTHERWISE I/2" GDX PLYWOOD SHEATHING (� l6 3 4 6 3 5 7 4 ? 11 5 9 1» Perimeter Edge zone 12 6 12 6 I2 F. 6 E 6 5 6 6 8 6 6 4 4 d A A 4 O n 5.12 1 12 6 12 6 12 8 12 6 12 e 6 6 6 5 o E• 6 6 6 6 8 7-1 PERPENDICULAR TO EACH OTHER. NOTED. EXTERIOR w/811 NAILS ® 6 OG. 19.z 3 s 7 3 6 9 5 9 l3 6 Li 17 16 6 12 E 12 6 12 f 6 6 6 6 6 6 5 6 d A 4 13 (3 EDGES ,# 12" O.G. IN THE FIELD. 24 3 6 9 4 7 11 6 11 16 7 14 z1 @ 132 I 19,2 a 12 E E 5 6 6 a 6 6 5 6 a A A 4 A .a a 3 m %b a. ALL STRUGTi F:AL HEADERS TO BE (2) 2"xb" UNLESS OTHERWISE NOTED. - - l2 3 3 4 3 3 4 3 4 6 3 5 8 !� lA fi 6 5 t> fi 5 E G, 4 a 4 4 r a a 3 9 3 3 - 10. ALL WINDOWS TO HAVE STRUCTURAL SUPPORT MULLIONS UNLE55 OTHERWISE NOTED. (SEE 10. ALL FRAMINC7 SHALL BE DOUBLED UNDER PARTITIONS, POSTS AND AROUND ALL OPENINGS. 1/2" GYP BD. INTERIOR w/ 5d 7;1z 16 3 3 5 3 4 5 3 5 € 4 7 10 GableFosfwaTlRakeo-r @.49 6 6 5 F 6 8 -fi A, :: a ai.1-1-1 ` ` " NOTES BELOW FOR TYPE AND MANUFACTURER). 11. ALL HVAC EOUIPMENT SHALL MEET REQUIREMENTS OP THE 2015 INTERNATIONAL ENERGY COOLER NAILS ® -1" O.C. ® EDGE 8 ® 14.2 3 4 5 3 4 6 3 6 9 4 8 12 Rake Truss with up to I' VI�,>I(�j��,� CONSERVATION GORE REQUIREMENTS. 10" O.G. IN THE FIELD. 24 3 5 7 3 5 3 3 S 5 5 10 15 Rake Overhang ; g 0.4W 6 fi 6 6 d 4 :1 : 3 12. HABITABLE SPACE MUST MEET EGRESS REQUIREMENT, PER INTERNATIONAL RESIDENTIAL Lz 3 3 3 3 3 3 3 3 5 3 3 6 _-__-__ _ _ II. ALL WOOD OR STEEL P05T5 ARE TO BE PROPERLY BRACED AND ANCHORED. BUILDING COPE SECTION 8510.2.1 MIN. 5 S.F. OPENING ON FIRST FLOOR WITH 20" MIN. WIDTH 4.12 9. 3 3 4 3 3 a 3 4 6 3 5 � scnaazHEnrr{IrvG 54.2 3 3 4 3 4 5 3 5 7 3 6 3 Ref er/F use AND 24" MIN, FfEIGHT, 5."7 S.F. ON THE 2nd FLOOR, AND HAVE A SILL HEIGHT NOT MORE THAN 24 3 4 sheatlring5ile sial+nfmumNum,,bervFedtommotwtlai;sperfupp?Tt - 12. ALL FLOOR JOISTS SUPPORTING BATHROOMS AND KITCHEN AND LAUNDRY EQUIPMENT TO 44 INCHES AC�OVE FINISHED FLOOR. L� 5 3 a 6 3 4 s 1' sparil,g(in,i _- __ 12 3 3 3 3 3 3 3 3 4 3 3 5 Lc6artrskeathing 1 .12.19..1 ? 2 .2 2 2 2 2 2 rsz„ra��•c�.ar. -. 15, WINDOWS Anka DOORS SHALL BE WEATHER STRIPPED AND CAULKED. BE SPACED AT 12" O.G. MINIMUM. g 11 t6 3 3 3 3 3 3 3 3 5 3 4 6 lxioorlargersheath'ng 12-19.Z 3 3 3 3 s 9 3 9 Sz;lz A 14. USE SAFETY(rLAS5 ON ALL WINDOWS IN TUB OR SHOWER ENCLOSURES WITH SILL HEIGHT LESS 1 ii 19.2 3 3 3 3 3 4 3 4 6 3 s 7 - -- �asor mgrs a.:eanrs r +xerawCararcr , a�mM 13. ALL WINDOW5 AND GLASS DOORS TO HAVE INSULATED GLA55 Of MAX. .55 U. VALUE. THAN 60" AaOVE FINISH FLOOR A5 PER 2015 INTERNATIONAL RESIDENTIAL BUILDING CODE 24 3 3 4 3 3 5 3 5 7 3 6 s E - reads&ac;ng atiranaled;aESo j SECTION R-506 E R-308.4.5. 1 Heel joint r_ornections are n°trequired v.h-tn the ri!aa is sclppertcer b a loac F - t8ail seadrnF at int-srniettiate s,F,pc-ts;n th=-st'+e'field ir15,I .._ _ t Sb=_=rvnge>uairheader or ridgebsamdes<gner3tr? c�z•.rsz�.;.,x:s'x*,r,•s+aaiel!• 15. GLAZING SHALL CONFORM TO 2015 INTERNATIONAL RESIDENTIAL BUILDING CODE SECTION R-508. r=_s=st the as plied leads. � l Fo rcxf!b=athing within 4 feet^'1r= w_+i:T?ter e a c.r tl a roe'.i%'udir a fit or,each s=??o't,•ri r. ;, e s sir° -•sFrr�a� t -R € `g _ t p?r,n,a.ar Trig: o S'h=n rntermFdiata support of t!2 ea er ;Fr,a'rided by orticai trots or purf ns tc a I adt+aaring wail,thc_rah ate"bee°join' :one attachment requi,er,ren!;1'.'i to uryd 14. HEATING SYSTEM SHALL BE CAPABLE OF MA NTAINING A 70 DEG. F INTERIORM Eonnar_t=°n requ:remits srTai'b.R t*srnritisdto be reduced pr3pnrtio»e''q to tP:=_reduc*3r in Spar. 2 rory,4nd srse?3s{r=iter than 13i .^.d,h,Ek,ct.in;.s rani.ilrao whkin transfers shear u:.a,i t--ttyr,.dam Ronal j_�i;t;;3 io-s's lata)) TEMPERATURE WHEN 0 DEG. F OUTSIDE WITH A 15 M.P.H. WIND. 3 Equ°v?teat connections are required for c>4m&i,ai,t ccTnr joist[?pip ic_s OTE USE TRIPLE ZING CONNECTORS) USE "51MP50N" 4 Tabu'aced ITesl jrint correction r=quirwnerits oto ro'inc'uds tits add.t:oral wrzbgl,t of tete c:ei Ing ass=ntbl°;. . DECK DETAILS � _• .�-.�.... �� 15. ENTRANCE DOORS ARE REQUIRED TO HAVE A CERTIFIED U. VALUE OF .40 OR BETTER. HDU2 HOLD DOWN 3 Ta'bu'atedhest,sirtccnnectlcnrequir=_mensasstrrnecei'inFjrcEt_orraftecti�f are'ccatedattliebotromeftheattir-spew. Table 3AI Guilt stteath9 s�ileal Claciclin��ttt:�cttFrtent�-�-- 'gid � � R D ARC PIERPL w/ 5/8 TREADED ROD M F,` S, U r �'1_ h'i� 514Tert csi inglr•ists or rafter tees are rotated higher m the attic space,no attic storage is assumed,3n�the t*brula!=}h=_=1 joint Re4tLtirf TiTen{. for�rJ'Ittd[,.i3s'tt] Cj p,S C•N (� RAILING Sonne,tion requirements sh?ll be Incrfla_=d h,r tt•e fol le^vine?farms'. ------ �� �- '9�Q/ IG,. A SINGLE STATION SMOKE DETECTOR ALARM DEVICE SHALL BE INSTALLED ON THE TYP. GONNEGTION FOR TY'�D CenirgH�Ight,/Top ---- �- -- ------ � ', ti� �` CEILING ADJACENT TO THE SLEEPING 5PACE5 IN ACCORDANCE WITH THE N.Y.S. CODE 0. . o' • STORY APPLICATIONS �- Phyte-to-Roof Ridge Heel Joint Connection TCO-yr.WndSpee-d3-scccmdgust(m;:T1 110 115 I-10 I t^_", 1 i5 160 � 170 1 FE� o � r• 111.5 } ' • "eight Ii-I'l ') AdJustnterit Factors _. 1 :1" II 1.5 0• • 0 lw`` .� STR0-'.TU;1,.t SHFATI3hNG POST !�` � 1 t2 z CO - - -I�S I�-T�-� • M••'•T T"'• �`'^• E F E F F F E F C c E F E F E F F F € F "`1-< 1/3 t-3J Stud Spa,_;,e a-Lr- O 11. ANY FIREPLACES TO HAVE FRESH AIR INTAKE AND TEMPERED GLA55 DOORS PER N.Y.5. '°• ROOF SHEATHING NOTE: y- 114 1.11 sheathing Location' (�nna s T R�a�'imumrfilSracingf,c-Sri ; -. ti?MsorInd5oxt,-,;{;Cinc;yws,mc.fs � �32e�1 �O 2'MINIMU �)_ ri ___ - _ _ '9� V-v` CODE. S OECOVE Sim son Stron -Tie I 1/S 1.?5 12 a I_' 6 12 15 1r 6 12 -ri 1: . T2 6 12 5 22 IZ 6 1. OF t.1 I p 9 (GAN USE IOd BOX NAILS A9 INTERIOIR ZONE-16"ON-CENTER RAFTER/TRU55;SFACIN6 1 6 L2� f• x s• DRTB ALTERNATIVE) / I*iterfor2orre l6 12 6 12 6 12 8 1.2 5 1. 6 12 6 1.: g 12 6 12 6 12 *4. NAIL SPACING-PANEL EDGE-811 COMMON m b' ON-CENTER 1110a 1,11 24 E 12 5 12 e IZ 5 12 e 1 K 12 c 12 3 6 e F 6 sir TOWN-CITY OR VILLAGE ZONING LAWS'' Sim son Stron -Tie NAIL SPACING,- INTERMEOMIATE SUPPORT-8d CAMMOM O 12"ON-CENTER NI,te:Late-al d_Fisc''-on of the rafter below the rafter ties may e.,ceed 3/4 irch w?ten rFt ties are located ab-M c one-third of p g t2 -5 12 E I'-: E 12 6 12 6 12 E 12 5 .' 6 12 5 12 6 6 O A 113y: I. WZN Simpson Strong-Tie PG the Copp`?te'o-r+xf r+d;a=Height,H,,,or evtTer H is ereatrr than 2 fe=:and ma�„require additional cr,rrsidsration. ORMI el pABU44 � PERIMETER EDGE ZONE-Ib"ON�ENTER RAFTER/r TRUSS SPACING F+ariPletot I:dke Fane 16 E 1: E 1Z a 12 E 1' S 12 5 1? 5 1: 0 12 5 S2 6 b I8. ANY VARIANCE OR SPECIAL EXCEPTION REQIUIRED FOR THE CONSTRUCTION ACCORDING - 24 5 12 6 12 6 12 is 12 6 12 E 12 1 £ 6 6 6 6 f; /�' /► /1 11,01111,31r. NAIL SPAGIN6-PANEL ED6E-811 COMMON m 6' GM-CENTER - -5 " - SCALE: A5 NOTED TO THESE PLANS 15 THE 50LE RESPONSIBILITY OF THE OWNER. Simpson Strong-T1e NAIL SPACING-INTERMEDMIATE SUFPORT-Sd COMMOM o 6"ON-CENTER BOAPDFfiEATHMGofL.A.PSI%r3.1,; �y1}� ye DBT, TH15 PROJECT COMPLIES W 1 TH THE 2015 sheathingsixe Rafter,`iruss,paring GHWO BY: IQ. WHERE MECHANICAL EQUIPMENT OR PIPING PENETRATE OR INTERFERE WITH STRUCTURAL ,, WALL SHEATHING NOTE: INTERNATIONAL BUILDING CODE, THE (.nches,C�%) r1,nr " "'f"miser©fBtfcr.T,n> nrJai's1rlAiGuNNais`,Persupiorl - -- FRAME, REINFORCE FRAME AROUND OR ADJACENT TO INTERFERENCE AS REQUIRED TO (GAN USE IOd BOX NAILS AS INTERIOIR ZONE-I6"ON-CENTER STUD SrACING 2015 INTERNATION,4L MEGH,�NIGA�L ih6or ixDSheatlting 12-23 2 2. Z Z 2 2 2 2 2 ' DATE: /��/�� �1AINTAIN STRUCTURAL INTEGRITY OF WALLS, FLOORS, CEILINGS, ROOFS, ETC. C ALTERNATIVE) NAIL SPACING-PANEL EDGE-8d COMMON O b'i0N-CENTER 1.10orta-gescheatl;;sir 12.2,1 9 3 3 3 3 3 3 9 I 3 [%IEE ' __ JOIST NAIL SPACING- INTERMWMIATE SUPPORT-811 GC1t1MOM o 12"oil-CENTER GODS, GHfkPTERS 12 THROUGH 24, THE o E - r(ai'scafi^tgat:ane(edg.,;in.y t= .- a 4"EDGE zoNE- IG,"oil-GENT, 9ruD sPAc1NG 2015 INTERNATIONAL PLUMBING, f - t1a s�art,,g at int?rm�t3Te;U-.(,-,-fes m tha_pane!geld r',n,) 20. COMBUSTION AIR SUPPLY FOR FIREPLACE: "TEGo° JOIST HANGER NAIL SrAC1N6-PANEL EDGE-ad COMMON.6^(ON-CENTER GHf4PTERS 25 THROUGH 52 THE 2015 PROVIDE AIR INTAKE WITH DAMPER, PER CODE, FOR OUTSIDE AIR, CONSTRUCTED OF NAIL SPACING-INTERMEDMIATE SUPPORT-ed GOMMOM o 6"ON-CENTER r I Porv,a'Ien'-athitTQtr.irh'na.?yaSsher:cc:ners,tt,e4fo+ltedgs ons attachment ii3O,4 shall NONCOMBUSTIBLE MATERIAL INSTALLED TO PREVENT BACK-FLOW OF FIRE AND �LEDGER INTERNATIONAL ELEGTRIGAL, CHAPTERS Tatxs'ae1115=ts ar..mEassumssshea'llingattm4pilto,t,v!frameng x,emta=r_ro,thtD3ZSG<.tT,a9 SECURE TO STRUCTURE W/ I/2% LAG BOLTS 0 16" O.G. 3 rcr>_'rtenor carrel sa irTg,gal°.a-ii:ed 4 a•,n=_il-shs"be:^�r;;atted to be s'1H.t-tutted for corrr�>,*i nags. a PRODUCTS OF COMBUSTION THROUGH INTAKE. 35 THROUGH 42. ..JOB f': DDG-J1-0OOa 2"X4" WOOD A5E3�E Y I AT 10 I �5 8311.5 STAIR S. BEAM OR CORNER EYP. R311.5.3 STAIR TREADS AND RISERS. (REGRET ROOF RAFTERS GIRDER (REFER TO PLANS) A/C AIR CONDITIONER 8311.5.3.1 RISER HEIGHT. THE MAXIMUM RISER HEIGHT SHALL BE 81/4 INCHES (201 MM). THE RISER SHALL BE ACT ACOUSTICAL TILE MEASURED VERTICALLY BETWEEN LEADING EDGES OF THE ADJACENT TREADS. THE GREATEST RISER HEIGHT AD AREA DRAIN C� WITHIN ANY FLIGHT OF STAIRSSHALL NOT EXCEED THE SMALLEST BY MORE THAN 3/8 INCH (1.5 MM). ADJ ADJACENT 4-jLA67 BOLT OR ADJUST ADJUSTABLE R311.5.3.2 TREAD DEPTH. THE MINIMUM TREAD DEPTH SHALL BE 1 INCHES (221 MM). THE TREAD DEPTH OEFACE-MOUNT THROUGH BOLT AFF ABOVE FINISH FLOOR ® ALUM ALUMINUM SHALL BE MEASURED HORIZONTALLY BETWEEN THE VERTICAL PLANES OF THE FOREMOST PROJECTION OF _ ® OPTIONAL APT APARTMENT 0 WASHER VTTEN ATTENUATION ADJACENT TREAD5 AND AT A RIGHT ANGLE TO THE TREADS LEADING EDGE. THE GREATEST TREAD DEPTH „ „ BRPATT BOARD WITHIN ANY FLIGHT OF STAIRS SHALL NOT EXCEED THE SMALLEST BY MORE THAN 3/8 INCH (1.5 MM). WINDER 2X4 SILL ® BLDG BUILDING TREADS SHALL HAVE A MINIMUM TREAD DEPTH OF 10 INCHES (254 MM) MIt EASURED AS ABOVE AT A POINT 12 (2) 2"x4° TOP TOP FLANGE ® PLATE BR BEDRooMINCHES (305 MM) FROM THE SIDE WHERE THE TREADS ARE NARROWER. WINDER TREADS SHALL HAVE A PLATES ® BPP BUILDING POWER PANEL MINIMUM TREAD DEPTH OF 6 INGHES (152 MM) AT ANY POINT. WITHIN ANY FLIGHT OFSTAIR5, THE LARGEST a OR GAB CABINET !� GEM GEMENT WINDER TREAD DEPTH AT THE 12 INCH (305 MM) WALK LINE SHALL NOT EXCEED THE SMALLEST BY MORE THAN JOIST HANGERS RAFTER SIMP50N PHDS METAL GHR GEIRL NGI HEIGHT ® A m 0HOL3/8 INCH (1.5 MM). S SCALE: N.T.S. UPLI -O)ONN OR 51MPSON H2.5 FT ANCHOR GTCG JOTS G TILE m s R311.5.3.3 PROFILE. THE RADIUS OF CURVATURE AT THE LEADING EDGE OF THE TREAD SHALL BE NO HURRICANE CLIP ALL JOIST OR RAFTERS I NTERSEGTI NGGL CLOSET — GREATER THAN 1/16 INCH (14 MM). A NOSING NOT LESS THAN 3/4 INCH (11 MM) BUT NOT MORE THAN II/4 INCH W/ A BEAM OR GIRDER SHALL USE AN THREADED ROD THROUGH FLOOR CMU CONCRETE MASONRY UNIT STRUCTURE OR ANCHOR BOLT APPROVED SIMPSON J015T HANGER TYP. CFM CUBIC FEET PER MINUTE C (32 MM) SHALL BE PROVIDED ON SETA I RWAYS WITH 50L I D RISERS. THE GREATEST NOSING PROJECTION SHALL INTO FOUNDATION-(At*dZ:} �!t31..T � � O MAIL 12" T'6'-.�OM C:G?r4CI 3 ,�,�,�a G/B G I RGUT BREAKER )- NOT EXCEED THE SMALLEST NOSING PROJECTION BY MORE THAN 3/8 INCH (1.5 MM) BETWEEN TWO STORIES, GLS CEILING • �1 I NGLUD I NG THE NOSING AT THE LEVEL OF FLOORS AND LAND I NG5. BEVELING OF N051 NG SHALL NOT EXCEED CANE CLIPS GO CLEANOUT CJS K ILtu 1/2 INCH (12.-1 MM). RISERS SHALL BE VERTICAL OR SLOPED FROM THE UNDERSIDE OF THE LEADING EDGE OF 3 )�HUfRRI (DLANL AL HOLD—DOWN UPLIFT ANCHOR GOL COLUMN r1 1 ljTHE TREAD ABOVE AT AN ANGLE MOT MORE THAN 30 DEGREES (0.51 RAD) FROM THE VERTICAL. OPEN FORAFTER SPANS UNDER 24'-0” -TIES COMP COMPOSITE V� TOP PLATES TO ROOF RAFTERS FOR GHOP.S SILL PLATE AND STUD GONG CONCRETE 7' d) RISERS ARE PERMITTED, PROVIDED THAT THE OPENING BETWEEN TREAD5 DOES NOT PERMIT THE PASSAGE OF TENSION CORD GONNEGTION. TO CON CRETE SLAB CONST DOG GONSTRUGTIOU DOCUMENTS O O A 4-INCH DIAMETER (102 MM) SPHERE. CONT CONTINUOUS A til5 DA DROPPED ARCH EXCEPTIONS: DH DOUBLE HUNG 10 DIAM DIAMETER v DIM DIMENSION T- 1. A NOSING 15 NOT REQU I RED WHERE THE TREAD DEPTH IS A MINIMUM OF 11 DN DOWN V (a INCHES (271 MM). DTA DETAIL \ � I� Y ��'" I� r ED EG ELECTRICAL bjO 2. THE OPENING BETWEEN ADJACENT TREAD5 15 NOT LIMITED ON STAIRS WITH A r <I TCHEN �JGREEN EQ v TION TOTAL RISE OF 30 INCHES (762 MM) OR LESS. ��� ELEVAci EXT'G FORGH EXIST EXISTING • •^-°I ' 8311.5.4 LANDINGS FOR STAIRWAYS. THERE SHALL BE A FLOOR OR LANDING 6EXT EXTERIOR AT THE TOP AND BOTTOM OF EACH STAIRWAY. -� 2 O OPENINGS FOR REQUIRED GUARDS 2"X6" A00 SILL PLATE FAI FRESH AIR INLET W/ NEW 5/S" DIA. ANCHOR BOLTS FG FIRE CODE ct ON THE SIDES OF STAIR TREADS HURRICANE STRAPPING FD FLOOR FRAI N EXCEPTION: A FLOOR OR LANDING IS NOT REQUIRED AT THE TOP OF AN INTERIOR SHALL NOT ALLOW A SPHERE Bq" O.G. (S" MIN. DEPTH) ® EA. STUD FE FIRE EXTINGUISHER CABINET FLIGHT OF STAIRS, I NGLUD I NG STAIRS IN AN ENCLOSED GARAGE, PROVIDED A DOOR \ 4-3/8 INCHES (107 MIM) TO PASS FHV FIRE HOSE VALVE DOES NOT SWING OVER THE 5TAIR5. EXT'CG FPSG FIREPROOFED SELF-CLOSING _ THROUGH. GA GAUGE A FLIGHT OF STAIRS SHALL NOT HAVE A VERTICAL RISE LARGER THAN 12 FEETI-I/2" MAX. `\ \� 3/4" T. $ G. SUB FLOOR —�- NEW GL GLASS THE TRIANGULAR OPENINGS FORMED ON 2 X S F.J. (p 16 O.G. GALV GALVANIZED (3658 MM) BETWEEN FLOOR LE\/ELS OR LANDINGS. 5/4 DECKING GFI GROUND FAULT INTERRUPTOR �., BY THE RISER, TR'.EAD AND BOTTOM 0 0 2"x8" ACO D.J. @16" O.G. GNB GYPSUM WALL BOARD THE WIDTH OF EACH LANDING SMALL NOT BE LE55 THAN THE WIDTH OF THE RAIL OF A GUARL.) AT THE OPEN NEW HC HOLLOW GORE 51 DE OF A STA I FbAAY` ARE HM HOLLOW METAL STAIRWAY SERVED. EVERY LANDING SHALL HAVE A MINIMUM DIMEN510N OF 36 EXT'G 2 XS AGO WD. LEDGER HMG HOUSING MAINTENANCE INCHES (114 MM) MEASURED IN THE DIRECTION OF TRAVEL. PERMITTED TO BE OF SUCH A SIZE W/ 5/5" DIA. LAG BOLTS HR HOUR (2)2X12 THAT A SPHERE 6) INCHES (152 MM) INSUL. STAGGERED 24" O.G. HT HEIGHT 8311.5.5 STAIRWAY WALKING 5URFACE. THE WALKING SURFACE OF TREADS AND LANDINGS OF STAIRWAYS STRINGER CANNOT PASS THROUGH. HVAC HEATING VENTILATION A/C SHALL BE SLOPED NO STEEPER THAN ONE UNIT VERTICAL IN 48 INCHES HORIZONTAL (2-PERCENT SLOPE). 2 PLACES 5" F HW HOT WATER 8" FOUNDATION WALL ID INSIDE DIAMETER R311.5.6 HANDRAILS. HANDRAILS SHALL BE PROVIDED ON AT LEAST ONE SIDE OF EACH CONTINUOUS RUN ON 511xl6" P. GONG. FOOTING INC INCLUDING INSUL INSULATION Z OF TREAD5 OR FLIGHT WITH FOUR OR MORE RISERS. STAIR DETAILLTL LINTEL_ INT INTERIOR z DETA .2 8311.5.6.1 HEIGHT. HANDRAIL HEIGHT, MEASURED VERTICALLY FROM THE SLOPED PLANE ADJOINING THE I I I I I MAS MASONRY v TREAD N051NG, OR FINISH SURFACE OF RAMP SLOPE, SHALL BE NOT LESS THAN 34 INCHES (864 MM) AND NOT SCALE: I/2" = I'-O" SCALE: �/ �� __ I �_p�� MAIL MATERIAL Q < MORE THAN 38 INCHES (165 MM). MAX MAXIMUM MECH MECHANICAL F- 8311.5.6.2 CONTINUITY. HANDRAILS FOR STAIRWAYS SHALL BE CONTINUOUS FOR THF FULL LENGTH OF THE MET METAL MFR MEN FACTURER - < FLIGHT, FROM A POINT DIRECTLY ABOVE THE TOP RISER OF THE FLIGHT TO A POINT DIRECTLY ABOVE THE MIN MINIMUM z 1-4 IU � LOWEST RISER OF THE FLIGHT. HANDRAIL ENDS SHALL BE RETURNED OR SHALL TERMINATE IN NEWEL POSTS MO MASONRY OPENING — < OR SAFETY TERMINALS. HANDRAILS ADJACENT TO A WALL SHALL HAVE A SPACE OF NOT LESS THAN II/2 MS MARBLE SADDLER —1 MTUD MOUNTED NEN METAL O INCH (38 MM) BETWEEN THE WALL AND THE HANDRAILS. EXCEPTIONS: ASPHALT 5H I N(5 E5 TO N NORTH NIG NOT IN CONTRACT � � ! 2XIO"O�� " � L L NO NUMBER � V — i. HANDRAILS SHALL BE PERMITTED TO BE INTERRUPTED BY A NEWEL POST AT THE TURN. MATCH EXT'G 5H I NC5LE5 R106E BEAM _NTS NOT TO SCALE � � O 15 # FELT PAPER OG ON CENTER !_LI 2. THE USE OF A VOLUTE, TURNOUT, STARTING EASING OR STARTING NEWEL SHALL BE �� oD OUTSIDE DIAMETER !L, 3:ALLOWED OVER THE LOWEST TREAD. I/2 CDX PLYWD. 5HEATH I NG OPENG OPENING cn OPP OPPOSITE "` PL PROPERTY LINE PLA5 PLASTER 8311.5.6.3 HANDRAIL GRIP SIZE. ALL REQUIRED HANDRAILS SHALL BE OF ONE OF THE FOLLOWING TYPES HURRICANE CLIPS PNU PLUMB PLUMBING A Q OR PROVIDE EQUIVALENT GRASPAIBILITY. ® EA. RAFTER „ „ PROP PROPERTY o 2 X6 C.J. (p 16„ O.C. PSI POUNDS PER 5QUARE INCH Q/ 1. TYPE I. HANDRAILS WITH A CIRCULAR GROSS SECTION SHALL HAVE AN OUTSIDE DIAMETER OF AT LEAST PT PRESSURE TREATED IL 11/4 INCHES (32 MM) AND NOT GREATER THAN 2 INCHES (51 MM). IF THE HANDRAIL 15 NOT CIRCULAR I T SHALL I X6 T$ 6, I X6 T$ & - ---- PTD PAINTED � HAVE A PERIMETER DIMENSION OF AT LEAST 4 INCHES (102 MM) AND NOT GREATER THAN 61/4 INCHES (160 NEW QT QUARRY TILE < MM) WITH A MAXIMUM GROSS SECTION OF DIMENSION OF 21/4 INCHES (5-1 MM). 6” FASCIA PINE BOARD PINE BOARD REFR R RISFERDGER ~ RI ATOR REF REFERENCE O 2. TYPE II. HANDRAILS WITH A PERIMETER GREATER THAN 61/4 INCHES (160 MM) SHALL PROVIDE A NEW REQ REQUIRED O GRASPABLE FINGER RECESS AREA ON BOTH 51DES OF THE PROFILE. THE FINGER RECESS SHALL BEGIN WITHIN �� - REV REVISION m A DISTANCE OF 3/4 INCH (11 MM) MEASURED VERTICALLY FROM THE TALLEST PORTION OF THE PROFILE AND (2)2XI0 HDR RD ROOF DRAIN — RM ROOM ACHIEVE A DEPTH OF AT LEAST 5/16 INCH (8 MM) WITHIN 7/8 INCH (22 MM) BELOW THE WIDEST PORTION OF WIRE ® Ro ROUGH OPENING f�.kVlSloP�S THE PROFILE. TH 1 S REQU I RED DEPTH SHALL CONTINUE FOR AT LEAST 3/8 INCH (1 O MM) TO A LEVEL THAT 15 RTD RATED NOT LESS THAN 13/4 INCHES (45 MM) BELOW THE TALLEST PORTION OF THE PROFILE. THE MINIMUM WIDTH OF SCREEN — I�tE W 5 STOVE THE HANDRAIL ABOVE THE RECESS SHALL BE 11/4 INCHES (32 MM) TO A MAXIMUM OF 23/4 INCHES (70 MM). 4X4 , SCH SCHEDULE SCREE I`t�D W I R� SD SMOKE DETECTOR EDGES SHALL HAVE A MINIMUM RADIUS OF 0.01 INCH (0.25 MM). � SCREEN C SECTION CEDAR P05T EXT'G F0 RGH SFSQUARE FOOT SPEC SPECIFICATION 5/4 DECKING ON s 5QUARE SECTION 8312 GUARDS 2"x8" A00 D.J. ® 16" O.G. SRO 51NGLE ROOM OCCUPANCY C 5TL STEEL 8312.1 GUARDS. PORCHES, BALCONIES, RAMPS OR RAISED FLOOR SURFACES LOCATED MORE THAN 30 INCHES — — — — — — — _ — sTRFRT STREET FRONT (762 MM) ABOVE THE FLOOR OR GRADE BELOW SHALL HAVE GUARD5 NOT LESS THAN 36 INCHES (114 MM) IN 5U5P HT SUSPENDED HEIGHT T TREAD HEIGHT. OPEN SIDES OF STAIRS WITH A TOTAL RISE OF MORE THAN 30 INCHES (-162 MM) ABOVE THE FLOOR �� �� TO TERRACOTTA (2)2 x 1 0 A Q G I ODER °a OR GRADE BELOW SHALL HAVE 6UARD5 NOT LESS THAN 34 INCHES (864 MM) IN HEIGHT MEASURED THK THIGHNESS VERTICALLY FROM THE NOSING OF THE TREAD5. THRG FIRM THROUGH FRAME �� C. TOG TOP OF CURB �l o ,�c PORCHES AND DECK.5 WHICH ARE ENCLOSED WITH IN5EG75GREENING SHALL BE EQUIPPED WITH GUARD5 I I I I I I TYP TYPICAL UNFIN UNFINISHED * WHERE THE WALKING SURFACE 15 LOCATED MORE THAN 30 INCHES (762 MM) ABOVE THE FLOOR OR GRADE NEW 12" D IA. 04-- I I I I 1 VEST VESTIBULE tp BELOW. I I I I I I VB VANITY BASIN >.� >32a�'I° �0 F. GONG. PIER I I I I I I VCT VINYL COMPOSITE TILE TFOF NES 8312.2 GUARD OPENING LIMITATIONS. REQUIRED GUARDS ON OPEN SIDES OF STAIRWAYS, RAISED FLOOR L—J 51 MPSON L_J L— J N/ VERIFY IN FIELD AREAS, BALCONIES AND PORCHES SHALL HAVE INTERMEDIATE RAILS OR ORNAMENTAL CLOSURES WHICH DO N/ NITH PB44 POST BASE - w/o WITHOUT NOT ALLOW PASSAGE OF A SPHERE 4 INCHES (102MM) OR MORE IN DIAMETER. NO WATER CLOSET D� BY: J. Tl1�NEfZ TYFI GAL ND WOOD 50ALE: AS H0TEP EXCEPTIONS: WD WASHER /DRYER WIN WINDOW CHID BY: SEC,JIO N A _ AI. THE TRIANGULAR OPENINGS FORMED BY THE RISER, TREAD AND BOTTOM RAIL OF A GUARD AT THE Wo WALL OVEN NR WATER RESISTANT DATE- 0q/22/11 OPEN 51DE OF A STAIRWAY ARE PERMITTED TO BE OF SUCH A SIZE THAT A SPHERE 6 INCHES (152 MM) WWM WELDED NIRS MESH SHEET KM- CANNOT PASS THROUGH. YD YARD DRAIN 2. OPENINGS FOR REQUIRED GUARDS ON THE 5IDE5 OF STAIR TREA1;)5 SHALL NOT ALLOW A SPHERE 4-3/8 INCHES (107 MM) TO PASS THROUGH JOB #: 0120-11-000q 20'—O" I-XT'G — ---- _ 40 ASPHALT SHINGLES 15 # FELT PAPER -- - I/2" GDX PLYWD. SHEATHING - -NEW (2)2"x8" HEADER (2)2"x8" HEA4ER - -6" TRIM- - --- - ----- ct 30 I I9 ------- - - - - - - 4-J I SCREEN INDEGK I - - - - - _ - - - - - - - � -- - - - - - ---- - - - _ V) 10'-0" CEI INC HEIGHT ® 16" O.G. I 0 E;XT'G SIDING �, " " " O. TO REMAIN 3' HIGH�. - >«: `� _ = 2x8 IR.R. ® I6 O.G. 2x8 R.R. ® I� L/ VD JU Q) OEXT'G XT'G I EXT'G I EXT'G Z I I I I I I u WINDOW INDOW WINDOW WINDOW I I t:w—wisE I I I i i EXT'G GRADE i Q q — � EXT'G 12" DIA. J I SCREEN I I I I i TO REMAIN I Q fn q) 0 rp P. GONG. PIER i i I i !� x 3 L-J L-J (f) (J) EXT'G 12" DIA. -{ -I P. GONG. PIER (Zil F I R T FLOOR --------------------------------------------------------------------------------- -a ----------------------------------------------------------------------------------L---- ---------------------- 4-1J • REAR ELEVATION � SCALE: I/4" = I'-O" EXISTING ADDITION NEW ASPHALT 5HIN6LE5 15 # FELT PAPER '�I � I/2" GDX PLYWD. SHEATHING I S T FLOOR PLA 1 `� SCREENED PORCH ARC-, = 320 s.f.. SCALE: 1/4" = 1'-0" \ \\ NEW � 6" FASCIAop lu z Q 201-011 {. 00, SCREENED PORCHLU "" "" (2) 2X10ASO GIRDER (2) 2X10AGO GIRDER �( i l l l p I z N LU ID < LI—IJ i I I I I I I EXT'G GRADE Q I (2)2"xIO" AGQ I I I I " (2) 2 XIO ACG GIRDER - - (2) 2 XIO AGO GIRDER I I I I I I X (� . - ; L-J 12" VIA. L J ADDITION EXISTING v 12 DIA. P. GONG. I I I PGONGPIER NEW — m ^ SONO TUBE PTC. P. .. Q a I ASPHALT SHINGLES TO 6 PLACESI o v o I i MATCH EXT'G SHINGLES !Q 15 # FELT PAPER 0 1/2" GDX PLYWD. SHEATHING O �/ _ I I ---------------------------------J _ X - - -� - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - r- — — — — — — — — -------------- -------------------- / � - - - - - - - - - - - - - - - - - - - EXISTING ADDITION T I ON— - - - - - - - - - - - - - - - — 0 x I 2"XS" ACGP^0. LEDGER x NEW 6 W/ 5/8" DIA. LAG BOLTS — FASCIA — STAGGERED 24" O.G. -i R 16HT SIDE ELEVATION z Z i�EY151oN5 I EXT'G SCALE: 1/4" = 1'-0" SCRGHNED = BASEMENT 3' HIGH .z S I RAILING ° C ( ) EXT'G GRADE I I I I \— 2 2"xI0" ACO *�JGyf S I I I I I I I I GIRDER j tx p ; EASD�ENT FLAN I i I I � I I L-J L_J L—J I (P 1.16 �Y SCALE: 1/4" I'-O" 12" DIA. I �'9T ' 28,�� o P. GONG. PIER OF�E�� I I --------------------------- - - PRAM BY: J. ------------------------------ SCALE: AS NOTW CHK'D BY: DATE: 0-1/22/11 ADDITION EXISTING SHEEP N iBER LEFT SIDE ELEVATION -- �" SCALE: 1/4" = 1'-0" JOB it: DDG-11-000-1