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HomeMy WebLinkAbout40887-Z o�OS11�FOt,r Town of Southold 8/16/2017 g P.O.Box 1179 C3 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 39139 Date: 8/16/2017 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 130 S Oakwood Dr., Laurel SCTM#: 473889 Sec/Block/Lot: 145.-3-2.2 Subdivision: Fled Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 7/14/2016 pursuant to which Building Permit No. 40887 dated 8/8/2016 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: second flood addition and alterations to an existing one family dwelling as applied for. The certificate is issued to Falco,Vincent of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 40887 5/24/2017 PLUMBERS CERTIFICATION DATED 8/10/2017 Jerry P rkas ut o ' ed Signature �gU of TOWN OF SOUTHOLD BUILDING DEPARTMENT CO z TOWN CLERK'S OFFICE Py . 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#: 40887 Date: 8/8/2016 Permission is hereby granted to: Falco, Vincent 130 S Oakwood Dr Laurel, NY 11948 To: construct additions and alterations to an existing single family dwelling as applied for. At premises located at: 130 S Oakwood Dr., Laurel SCTM # 473889 Sec/Block/Lot# 145.-3-2.2 Pursuant to application dated 7/14/2016 and approved by the Building Inspector. To expire on 2/7/2018. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $440.00 CO -ADDITION TO DWELLING $50.00 Total: $490.00 Building Ins Form No.6 'ro%NrN OF soUTHOLD BUILDING DEPARTMENT TOWN GALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or irik 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 t% 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. C60y of Certificate of Occupancy-$23 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00, Commercial$15.00 ) Date. T /� - /6 New Construction: Old or Pre-existing/,Building: (check one) Location of Property: / 3 o s(7,t A Oa A wo o d d►- Z a" r I House No. /' Street Hamlet W Owner or Owners of Property: f f°1. � 1 e e ] Fa( co Suffolk County Tax Map No 1000, Section / Vs` -Block. ® 3 Lot Subdivision Filed Map. Lot: Permit No. qo Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: ✓ Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ Applicant Signature qf so Town Hall Annex Telephone(i531)765-1802 $4375 Main Road Pax(631)765-9502 PQ,Box 1179 R51 R; S&utJbvIcI,NY 11971-0959 BIaLDING D9PAR7NIF_W DTOWN OF SOUTHOLD AUG 1 6 2017 BUMDINGDEVr- CERTIFLCATION TOWN OF SOUT"" Daim., T / 0 7121_r BuildinPermitNo. 9 (Ph,-asoprint) Plumb= f-,4 (Ploase print) -that ibe Adcr-uxcl-dnft water supply sys contains less than of 1% "read. lu t:"1nature) Swom to bef6re me this day of 20\'� 1�43 ry ol, 1 . E N FlY PUBLIC,Slate of New-York No.01 DE6196171 Qualified in Suffolk County r-*ommission Expires N6yqmber 3,' 2, V O D SOF so hod olo 00UM'm,N TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST ( ] ROUGH PLEIG. [ OU TION 2ND [ ] INSULATION FRAMING TRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION' [ ] FIRE RESISTANT PENETRATION. [ ] ELECTRICAL (ROUGH) , [ ] ELECTRICAL (FINAL) REMARKS: lrrAKl QJ - DATE I l INSPECTOR SOUTyo UOUNi TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] OUGH PLEIG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECT AL (FINAL) REMARKS: LA C DATE' Ll l INSPECTOR OF SO�ryolo OU0,�c� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE l �� �� INSPECTOR v U OF SOUL o�� yol � o f • �o cou Ia TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPEC ION [ ] FOUNDATION 1ST [ ROUGH-PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRIC7INAL) R ARKS: govAe� P�VmGJI' OK DATE 7tn�7 INSPECTOR OF SOUlyOlo COUM 1,a TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) C� ELECTRICAL (FINAL) REMARKS: DATE INSPECTOR oF s0uryo ��'YOOUMV act TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] RO GH PLBG. [ ] FOUNDATION 2ND [ ] SULATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: 6 Nc �ca,gs ip [ r J +� b DATE INSPECTOR ` SO(/lyo TOWN OF SOUTHOLD BUILDING DEPT. 765-°1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] I ULATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) A� REMARKS: 6) ' �� C .4e, U ver DATE INSPECTORA. mAP r�- R11 -e MOM INWLATloli PEA STATE RNEROY CODB I _ ANN EML— - ' m"NOWIP 4 I _.. MMa ? 1 - 1 u Its TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD, NY 11971 �----4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 2 '--Survey South oldTown.NorthFork.net PERMIT NO. �/ Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined ,20 Single&Separate —Storm-Water Assessment Fonn Contact: ✓/ Approved ,20 Mme` Disapproved a/c `� q ' Phone:6 3/' 91S 3. 1 Expiration ,20 D Me[E01JE uilding Inspector APPPLIC N FOR R BUILDIN_G PERMIT JUL 14 2016 Date , 20 BUILDING DEPT. INSTRUCTIONS a. This applicatiSTT n 9T§F6 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 coveredby this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit-to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building,permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations,for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances,building code, housing code,-and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name, if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises VI-r) C.e-V) C- (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which roposed,work,willtbe,done:: ,rt House Number Street ' ' Hamlet County Tax Map No. 1000 Section T Block ® . Lot Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises a d intended use and occupancy of proposed construction: a. Existing use and occupancy vet e- S I n r-a m ! b. Intended use and occupancy S®,M e- 3. 3. Nature of work (check which'applicable): New Building Addition e/ Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost q��, 0 O Q Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Fir nk=,, , �.�� < ;� -�'-nRear g { �b Depth Height { 8. Dimensions of entire new construction: Front J.,e-, R rr DeViij Height Number of Stories ' '` 9. Size of tot: Front Rear Dept4 :f g Y'1f`33 .r f•� 1' J 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES ,NO 13. Will lot be re-graded? YES NO -""Will excess,fill be removed from premises? YES NO 14. Names of Owner of premises Wln ceri� FCt(c,o - Address/30 5. (9e*-,004 ' Phone No.6 3/a Fe-3.), t Name of Architect n Bctr l<o Address//0 n/•Cle,14,n Rte- Phone Nob 3/ y18J- 7Fr91 Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO +/ * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.O. 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. 18. Are there any covenants and restrictions with respect to this property? * YES NO—V' * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OFEtC VI�1GE✓��- �� I(�() being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the 0 V V)e r (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. TRACEY L. DWYER Sworn to before me this NOTARY PUBLIC,STATE OF NEW YORK day of JW IV 201_ NO.OIDW6306900 QUALIFIED IN SUFFOLK COUNTY GL� 7 COMMISSION EXPIRES JUNE 30,2c�18 ' Notary P lic Signature of Applicant 1 f Scott A. Russell Q - ST01KM[WA] 1E1K SUPERVISOR I��/]CA\N A\�G�]El��/][]EN�C' run) �( SOUTHOLD TOWN HALL-P.O.Box 1179 Q 53095 Main Road-SOUTHOLD,NEW YORK 11971 r1, �- Town wn of So u th o l Gly CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOTES THIS PROJECT INVOLVE ANY OF THE FOLLOWING: Yes No (CHECK ALL THAT APPLY) ❑[TA. 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. ❑[l C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑[q,D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑ E. Site preparation within the one-hundred-year floodplain as depicted - -on-FIR-M Map-of-any Ovate-r-cou-r--se-.- - ❑E] 4F. 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. S APPLICANT: (Property Owner,Design Professional,Agent.Contractor,Other) .C.T.M. 1000 Date #: (9-3 NAME: C2 Y _ �� 'C o eZ� �� SecLon Block Lot n Q a Q OR fil-IILDING DLPAP'FN-1ENT USEc)NLY Contact Informanon. G 3 ' d /�� J Reviewed By: JR A - - - - - - - - - - - - - - - - - - Date: Property Address/ Location of Construction Work — — — — — — — — — — — — — — — — — �4/Jp Approved for proceasing Building Permit 130 Sd 1 Rr .r. Stormwater Management Control Plan Not Required 447'" ElStormwater Management Control Plan t�Required (Forward to Engineering Department for Review) FORM " SMCP-TOS MAY 2014 I o��Of SO�j�o Town Hall Annex > Telephone(631)765-1802 54375 Main Road P.O.Box 1179 Gro e richertdOwAlsam 3 Soerthold,l`IY 11971-0959 ��i,'• �0V 1 D DEC 1 2 2016 BUILDING DEP. TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTIONBUILDING DEPT. TOWN OF SOUTHOLD REQUESTED BY: Date, J Company Name: Me C . Name: License No.: , Address: Phone No.: 31 60 d JOBSITE INFORMATION: (*Indicate required information) f *Name: IC *Address: 1.3h J vo n •ve *Cross Street: *Phone No.: ) O Permit No.: Tax Map District: 1000 Section: -1-1.5 Block: ,3 Lot: *BRIEF DESCRIPTION OF WORK(Please Print Clearly) �� rA_,J 211(Please Circle All That Apply) Is job ready for inspection: NO Rough In Final *Do you need a Temp Certificate: YES k 10k Temp Information if needed *Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other *New Service: Re-connect Underground Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION I Bequest for Inspection Form F �I + I OF SOU��,®l � o Town Hall Annex Telephone(631)765-1802 54375 Main Road y Fax(631)765-9502 P.O.Box 1179 G • Q Southold,NY 11971-0959 '® BUILDING DEPARTMENT TOWN OF SOUTHOLD July 31, 2017 Vincent Falco 130 S Oakwood Drive Laurel, New York 11948 TO WHOM IT MAY CONCERN: The items marked below are required to obtain your Certificate of Occupancy. Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. A fee of$50.00. Final Survey with Health Department Approval. lumbers Solder Certificate. (Ail permits involving plumbing after 411184) Trustees Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board Approval. (Planning#765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. Final inspection by Building Dept. Final Storm Water Runoff Approval from Town Engineer BUILDING PERMIT: 40887-Z additions/alterations OF SOUTHOLD, P 'OPERTY RECORD CARD OWNER STREET VILLAGE DISTRICT UB.) LOT W/ Z,,, FORMER OWNER N E ACREAGE 1--442 ) Ned 711 :r-761cp $110-C-11 S W TYPE OF BUILDING bo RES:21,0 SEAS. VL. FARM comm. I IND. I CB. I misc. LAND IMP. TOTAL DATE REMARKS y'l� d'p j,, X9121 JP6 /01 .3- Sal) C. jrj �, -RRD/ MoZZe 19 45 tv/5 jo 3 2- C/ Q 6 6 66V" X1717d AU L-9-494 P-2-C, ;� o 0 S-300 a / /3 , 14 4 en 1:4 �7-ell (0 AGE_ 7L B I NGC ZA V � % f I NEW NORMAL BELOW ABOVE 30 Form Acre Value Per Acre Value Tillable I Tillable 2 Tillable 3 Woodland Swampland Brushland House Plot Tota I Ox i , ... 'rj .;aLY .v-{S. ati3r •+ s s•;;? )rnc 'A N�Viji v I"Cri II,—�� r+t,.,'�w.2+d {�'>1''�4 '.:�. ) ��Si��'. •.':i* n�� Lra ,La �< �', ,'.i.. ,}i '� `--r.: '� .vim 1->- �,,�.3..-._- tc!'•".� .qw-C`�:r, i �,pr�",3,��d:'�i:S+" i'l��c:r� Ha .Yates'.'.-. .c-:„�:•..V.,, iv'' :%d a,:.:;%. E MA or- 145.-3-2.2 3/13 _ _ - - — - — - ------�L M. Bldg. J , �� �i-s6, Foundation �' Bath Extension Basement kj ,, Floors X- -f- bS Ext. Walls �'' Interior Finish ; 3 :2lz - Fire Placexens'ihi Yr Heat i` DIV,, 1 I R G =� t �Y Porch Attic [ro Porch b Q Rooms 1st Floor 1 I Rooms 2nd Floor Garage Y rj 7- (� riveway i i SURVEY OF P/0 LOT 16 MAP OF LAUREL PARK PROPERTY OF R -�� o AVATONE ® 0 REALTY CORPORATION LAUREL LI NY O. i ® FILE No. 212 FILED OCTOBER 5, 1925 130�0 CEO �' SITUATE LAUREL s O ���Po�� �s � o ® TOWN OF SOUTHOLD LOT 17 pG 26`�j o� a �� SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000- 145-03-2.2 SCALE 1 "=20' 6g°0b NNS oN°� ��5 °GN° " \ DECEMBER 11 , 2015 N S� R rt S 0 OVc�6 F�GP0� \ OCKPOE E�NCE Ww SRP E N 3p z59 AREA = 8,189 sq. ft. s� 5° N°' \ - 0.188 ac. 3E s, o i Z �O Fo P/0 LOT 16 pPr s�Ps �` 2�5 .16 G OJ 0 �r1 BOG\N KA OEOE MOK b � GR 6P RON j No O v C°C10 Rs 8 0 SPMA a� f�pRPp� LOT 15 1$ NOTE: LOCATIONS AND EXISTENCE OF ANY `S+ 0A E SUBSURFACE UTILITIES AND/OR STRUCTURES .0 0• '' NOT READILY VISIBLE, ARE NOT CERTIFIED. 0 O StGC�P i 0. 0. + �O b o� �oNo � of S 69°0a METES AND BOUNDS SURVEYING TMI5 SURvTEr IS SUBJECT To ANY CEMENT OF RECORD AND ANY OTHER PERTINENT FACTS I WHICH A Tff-E SEARCH MIGHT DISCLOSE 22 AMERICAN AVENUE 'UNAUTHORIZED ALTERATION OR ADDITION TO A Oa �0 J CORAM, N.Y. 1 1727 SURVEY is MAP GOF ARTICLES 1344.LAND ECTION SURVEYOR'S 7209,SUBDIVISION 2, OF THE NEW YORK STATE 09 PHONE (631) 736-9350 EDUCATION Law• FAX (631) 736-9350 "Copies from the original of this survey map n not marked with an original of the land "�O surveyors inked seal or his embossed seal LOTS: 2.2 BLOCK: 03 SECTION: 145 DISTRICT: 1000 shall not be considered a valid true copy." "Certification indicated hereon signify that MAP OF: LAUREL PARK PROPERTY OF RAVATONE REALTY this survey was prepared in accordance with CORPORATION, LAUREL, LI, NY the existing Code of Practice for Land Surveys adopted by the New York State Association of Professional Land Surveyors. Said SITUATED AT: LAUREL certifications shall run only to the person TOWN OF xSOUTHOLD, SUFFOLK CO., N.Y. for whom the survey is prepared, and on his` behalf to the title company, governmental agency and lending institution. Certifications are not transferable to additional institutions or subsequent owners." CERTIFIED TO JOB NO.: 15-223 DATE: DECEMBER 11, 2015 REScheck Software Version 4..6.1 Compliance Certificate Project Proposed Second Story Addition Energy Code: 2010 New York Energy Conservation Location: Suffolk County, New York Construction Type: Single-family Project Type: Addition Climate Zone: 4 (5750 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: NY Vincent Falco Residence Daniel Burko NY 110C North Clinton Avenue Lindenhurst, NY 11757 - o V& 0 0 c Compliance: 6.7%Better Than Code Maximum UA: 120 Your UA: 112 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Gross Area Cavity Cont. erinneter Ceiling 1: Flat Ceiling or Scissor Truss 600 19.0 0.0 0.051 31 Wall 1:Wood Frame, 16"D.C. 872 15.0 3.6 0.058 44 Window 1:Wood Frame:Double Pane 113 0.330 37 Compliance Statement. The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2010 New York Energy Conservation Construction Code requirements in REScheck Version 4.6.1 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name-Title Signature Date V_Dic COO so c rr x — �'r N � NEby Project Title: Proposed Second Story Addition Report date: 02/06/16 Data filename: C:\Family Libra ry\Matthew\Drafting\CheckRes\2016\160108DbVincentFalco.rck Pagel of 1 yAL OTES: ICAL N - (ONIUM) EGRESS NNooW NOTIM, [(GG) 1. THE ARCHITECT/ENGINEEROF RECORD AND CONSULTANTS HAS NOT BEEN RETAINED FOR THE %E) 6, ELECTRICAL SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS R310. 1. 1 MINIMUM MING AREA ALL EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL Revisions: SUPERVISION OF THIS PROJECT. OF CHAPTERS 33-42 OF THE RESIDENTIAL CODE OF NEW YORK STATE HAVE A MINIMUM NET CLEAR OPENING OF 5,7 SQUARE FEET ) 2. IT IS THE RESPONSIBIUTY OF THE CONTRACTOR TO FILE FOR AND OBTAIN ALL 'E) 7. INSTALL NEW EXHAUST FAN AT LOCATIONS NOTED. MINIMUM 50 CFM OR OTHERWISE NOTED. EXCEPTION: GRADE FLOOR OPENINGS SHALL HAVE A MINIMUM NET CLEAR OPENING OF 5 FALCO RE REQUIRED APPROVALS AND PERMITS FROM ANY AND ALL GOVERNING AGENCIES HAVING EQUIPPED WITH METAL WEATHER HOOD, BACK DRAFT DAMPER AND INSECT SCREEN. SQUARE FEET. IDT T �j DRIVE, /� T T Nl ..d r JURISDICTION OVER THIS PROJECT. FANS LOCATED IN WALLS TO LIE FLAT(A MAXIMUM 2' EXPOSURE), THOSE MOUNTED IN R310. 1. 2 MINIMUM OPENING HEIGHT, THE MINIMUM NET OPENING HEIGHT SHALL BE 24 INCHES 130 ®V�"'��' ® /® ®®iJ' y'�l�l�]L LAUREL V� y®�� (G) 3. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO COMPLY WITH THE RESIDENTIAL CODE OF NEW ROOF TO BE PROPERLY WEATHER-STRIPPED AND COUNTER FLASHED AS PER SECTION M1507. R310. 1. 3 MINIMUM OPENING WIDTH. THE MINIMUM NET CLEAR OPENING WIDTH SHALL BE 20 1 H._. A ay �/ E, YORK STATE 2010 AND ALL OTHER APPLICAff CODES, LAWS, RULES AND REGULATIONS IN THE CONSTRUCTION OF THIS PROJECT. PLUk"EING & MECH ICAL NoTm, R310. 1. 4 OPERATIONAL CONSTRAINTS. EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL111' r1.THdRO.LSI2ZHa o (G) 4. THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL FIELD DIMENSIONS AND (P I. PLUMBING CONTRACTOR TO COORDINATED W/OWNER & OTHER TRADES. BE OPERATIONAL FROM THE INSIDE OF THE ROOM WITHOUT THE USE OF KEYS OR TOOLS, ,IFIfI � 1F EXISTING CONDITIONS. THE CONTRACTOR SHALL REPORT ANY DISCREPANCIES IN THE P 2. BATHROOM AND KITCHEN FIXTURES TO BE AMERICAN STANDARD, KOHLER OR EQUAL R310. 1 WHERE EMERGENCY ESCAPE AND RESCUE OPENINGS ARE PROVIDED THEY SHALL d/�/X EXISTING CONDITIONS FROM THOSE SHOWN ON THE CONTRACT DOCUMENTS TO THE ARCHITECT �p 3. ALL PLUMBING WORK SHALL COMPLY TO THE RESIDENTIAL CODE OF NEWW YORK STATE AND ALL HAVE A SILL HEIGHT OF NO MORE THAN 44 INCHES ABOVE THE FLOOR. c 00.09 M «O0 00-OZ N /ENO EER OF RECORD SO THAT CORECTIVE STEPS CAN BE TAKEN. OTHER APPLICABLE CODES, LAWS. RULES, REGULATIONS AND HEALTH DEPARTMENT REQUIREMENTS (G) 5, THESE DRAWINGS DO NOT INCLUDE COMPONIENTS NECESSARY FOR CONSTRUCTION SAFETY. CONTRACTORS (P)4. PROVIDE ALL NECESSARY VENTILATION (AIR INTAKE AND EXHAUST) AS RESIDENTIAL CODE OF NEW YORK ALLy�NDoWs TO BE SUPPLIED BY THE FOLLOW NG MANUFACTURERS AS NOTED ON PLAN, ARE SOLELY RESPONSIBLE FOR SUCH COMPONENTS. STATE AND EQUIPMENT MANUFACTURES SPECIFICATIONS. ALTERNATE SUPPLIER UPON CUENT'S REQUESTT (J7 y m �3J aaVAMIS o G 6. ALL UNNOTED OR NON-VISIBLE EASEMENTS ARE THE RESPONSIBILITY OF THE OWNER/BUILDER. (P) 5. EATING AND AIR CONDITIONING REQUIREMENTS SHALL BE COORDINATED 0 THE ANDI RSON WLNDoy4s,INc �G� 7. OOER/BLnLDER RESPONSIBLE FOR ALL INSPECTIONS, APPROVALS, CERTIFICATES, CERTIFICATES OF OEW�WtNER'S H.U.C. CONTRACTOR PRIOR TO COMMENCING ANY WORK. N OCCUPANCY OR COMPLETION, OR a APPROVAL (P) 6. PLUMBING SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS 100 FOURTH AVENUE NORTH O z �� G 8. ALL WORK SHALL BE GUARANTEED FOR ONE YEAR AFTER C.O. IS ISSUED. OF CHAPTERS 25-32 OF THE RESIDENTIAL CODE OF NEW YORK STATE BAYPORT, MN 65003-1096 O .Yet y Z �G3 9. OWNER IS RESPONSIBLE FOR FINAL SURVEY'AND COSTS AS REQUIRED BY BUILDING DEPARTMENT (P) 7. MECHANICAL SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS CONFORMS TO AAMA/NWNW4DA 101/I.S 2-97 pO d +,-• O� H p) (G) 1111 NO OR DDWIOUIIR7N SLAII�PRM TO THE ISSUANCE OF INE of CHAPTERS 12-23 OF THE RESIDENTIAL CODE of NEW YORK STATE. ALL WINDO ON PLAN TO HAVE A R.O. OF 6'-10 1/2' TO BOTTOM OF HEADER UNLESS •P- m � x c m h F O (P) 8. FUEL GAS SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OTHERWISE�jOTED, O �: m m N 5- 0 y (G) 11. PROVIDE DIMENSIONS FOR ALLOWABLE BENDING STRESS AND MODULUS OF ELASTICITY OF LUMBER OF CHAPTER 24 OF THE RESIDENTIAL CODE OF NEW YORK STATE, co IM m IN ACCORDANCE WITH TABLES 4A-4D OF WFCM 2001. (P)9. THE LICENSE PLUMBER, ELECTRICIAN, AND HVAC CONTRACTOR OF RECORD SHALL DETERMINE D = p (G) 12. THE CONTRACTOR SHALL TAKE ALL NECESSSARY PRECAUTIONS TO SAFE GUARD THE EXISTING THE MODIFICATIONS AND OR REPLACEMENT OF THE EXITING SYSTEM. SH BE I ST S PER THE REST TI YORK ST TE BUILDING CODE 2010 O O RESIDENCE AND CONTENTS AGAINST DAMAGE FROM THE ELEMENTS DURING CONSTRUCTION. (P)10. NO UMBING TO BE IIS EXTERIOR WALLS. SECTION R313 It (G) 13. THE CONTRACTOR SHALL REPAIR ALL EXIS'RNG CONDITIONS DAMAGED DUE TO THE P TS CLADDING f FINISH NOTES: EXECUTION OF THIS IrK TO ITS ORIGINAL CONDITION. (C) 1. ALL NDO AND SLIDING GLASS DOORS TO BE AS MANUFACTURED BY ANDERSEN OR EQUAL, ALL LUMBER TO BE A MINIMUM OF DOUG FIR CONSTRUCTION NUMBER 2 OR f*1 (G) 14. THE DRAWINGS ARE NOT TO BE SCALED - FOLLOW DIMENSIONS ONLY pERMA%NI TH 1ISItLATED (�A SCREENS AND LOCKS SI SAND TYPES AS SHOWN ON PLANS. BETTER. MINIMUM F, 1000P.S.1. BOOS � 1 (G) 15. NO CHANGES WILL BE PERMITTED WITHOUT PRIOR WRITTEN NOTIFICATION OF AND ALL GI AZINGG Yy�THIN 18 FROM flNl�BOOR TO BE SAFETY G�SS APPROVAL OF THE ARCHITECT/ENGINEER OF RECORD, (C)2. ALL EXTERIOR DOORS TO BE INSULATED METAL AS MANUFACTURED BY BENCHMARK, STANLEY OF EQUAL TO PREVENT GALVANIC CORROSION ALUMINUM AND COPPER SHALL NOT BE IN DIRECT ),0 0°0 Z N 2 O (G) 16. CONTRACTOR SHALL PROVIDE THE O*ER I WITH A CERTIFICATE OF OCCUPANCY AND AN UNLESS OTHERWISE NOTED. SIZES AND TYPES AS PER PLANS. CONTACT WITH EACH OTHER, THIS INCLUDES COPPER PRESSURE TREATED WOOD (ACO). r a ELECTRICAL CERTIFICATE FROM AN APPROVED AGENCY UPON COMPLETION OF THIS PROJECT. (C) 3. ALL EXTERIOR WALLS AND ROOF SHALL BE INSULATED WITH FIBERGLASS BATT TYPE INSIJLA11ON WITH 1$ l e g (G) 17. ALL FALLS DESIGNATED TO BE REMOVED AJRE ASSUMED TO BE BEARING WALLS AND THE INTEGRAL VAPOR BARRIER ON ARM SIDE .CARE SHOULD BE TAKEN NOT TO PUNCTURE VAPOR BARRIER wrn k ���rl p[3,r' SURROUNDING AREAS MUST BE SHORED AND BRACED PRIOR TO ANY REMOVAL 4, R-VALUES ARE SHCM ON WINGS. "'Z R E rn(G) 18 ALL DESIGNS/DRAVnNGS ARE PENDING APPIROVAL OF ALL CONCERNED GOVERNMENTAL JC) Q 5. ALL SOFFITS AND ASCIA TO BE FRAMED WITH EXTERIOR GRADE �00D, COVER WITH ALUMINUM OR VINYL CONTRACTOR TO VERIFY ALL EXISTING AUTHORITIES. NO �K TO BEGIN UNTIL ALL REQUIRED APPROVALS HAVE BEEN OBTAINED. (PROVIDE VENTILATION CONTINUOUS VEINTILA�IoN AT CATHEDRAL CEILINGS). FOOTINGS AND FOUNDA110 S PRIOR TO ENGINEER AND CONSULTANTS ASSUMES NO RESPONSIBILITY FOR DELAYS IN APPROVALS BY THE (C)6. CONSTRUCTION AS MOLTED COMPLIES WITH ENERGY CONSERVATION AND CONSTRUCTION CODE of NEW THE START OF CONSTRUCTION. , „, ®," o ABOVE MENTIONED AUTHORITIES YORK STATE CONSTRUCTION OF THIS PROJECT. (G) 19. CONTRACTOR SHALL DISCONNECT, CAP AND RE-ROUTE ANY EXISTING WATER, SANITARY OR (C)7. ALL INTERIOR DOORS ARE TO CONFORM WITH THE RESIDENTIAL CODE OF NEW YORK HEALING, A/C, AND PLUMBING b o r In UTILITY LINES IN AREA OF NEW FOUNDATION (CONSTRUCTION) AND SHALL USE HAND STATE 2010. (c) 8. WINDOWS AND DOORS SHALL BE PROPERLY FLASHED AT HEADS AND PROPERLY SEALED AND CONTRALTO TO FUROUT OR BOX OUT PROPOSED 2ND FLOOR EXCAVATION IN AREAS OF SUSPECTED UNDERGROUND UTILITIES AND SERVICES IF ANY LINES FEATHER-STRIPPED. WALLS AS NECESSARY TO RUN PIPES OR • ' t '6" o `� ) ARE BROKEN OR DAMAGED, THE CONTRACTOR WILL REPAIR AND REPLACE SAME AT HIS 0}MN (C)9. ALL GLAZING WITHIN 36 FROM THE TOP OF STAIRS AND LESS THAN 60 FROM WALKING SURFACE DUCTS. IF NEEDED DRILL AND NOTCH (600 SF EXPENSE AND ARRANGE FOR PROPER INSPECTION OF HIS WORK. TO HAVE SAFETY GLAZING, AS PER SECTION R308.4. c c o N (G) 20. ENGINEER AND CONSULTANTS SHALL NOT HAVE CONTROL OVER OR CHARGE OF AND SHALL NOT STUDS AND PLATES AS PER SECTION W w (C) 10. ALL GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, BATHTUBS, AND h BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR SHOWERS TO BE SAFETY GLAZING, AS PER SECTION R308.4. R602. 6 TO R602. 6. 1 OF THE o m PROCEDURES, OR FOR SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK, (C) 11. ALL GLAZING (WINDCWVS) WITHIN BATHROOM FlXTURE ENCLOSURES TO HAVE SAFETY GLAZING, RESIDENTIAL CODE OF NEW YORK STATE. y 0 U z SINCE THESE ARE SOLELY THE CONTRACTOR'S RESPONSIBILITY, THE ENGINEER AND AS PER SECTION R308 4. �r P' a a CONSULTANTS SHALL NOT BE RESPONSIBLE FOR THE CONTRACTOR'S SCHEDULE OR FAILURE TO �C� 12. ALL CLOSET SHELVES TO BE CLEAR PINE UNLESS OTHERWISE NOTED. A I w CARRY OUT WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS THE ARCHITECT SHALL C 13. PROVIDE 11/4! WOOD CLOTHES ROD IN ALL CLOSETS .Yoe }S J O NOT HAVE CONTROL OVER OR CHARGEOF ACTS OR OMISSIONS OF THE CONTRACTOR, C 14. PROVIDE GUTTERS&LEADERS, GUTTERS TO BE SEAMLESS TYPE, LEAD RAINWATER AWAY FROM FOUNDATION. TO THE BEST OF MY KNOWLEDGE, BELIEF AND PROFESSIONAL JUDGEMENT, THESE PIANS AND/OR SPECIFICATIONS ARE IN COMPLIANCE WITH THE m W W Z SUBCONTRACTORS, OR THOR AGENTS OR EIMPLOYEES, OR ANY OTHER PERSONS PERFORMING C 15. EXTERIOR STEPS AND LANDING, IF 18' OR MORE ABOVE GRADE TO HAVE HANDRAIL 2010 ENERGY CONSERVATION CONSTRUCTION CODE (103.21 O THE ECCC) �° r P p Vol. PORTIONS OF THE WORK. �C3 16. ALL GYPSUM SHALL. BE TAPED AND SPACKLED (3 COATS) READY FOR PAINT. 1/2 INCH SHEETROCK FOR THESE PLANS AND SPECIFICATIONS TO THE BEST OF MY KNOWLFDGE,BELIEF, AND PROFESSIONAL JUDGMENT ARE IN COMPLIANCE WITH THE N Q (G) 21. THE ENGINEER AND CONSULTANTS ASSUMES NO RESPONSIBILITY FOR PRE-EXISTING VIOLATIONS. ALL WALLS& CEILINGS. 5/8 TYPE X FOR ALL GARAGE AND MECHANICAL ROOMS. 1/2 INCH M/R GREENBOARD RESIDENTIAL CODE OF NEW YORK STATE 2010 AND AS PER (R 301, 2 1, 1) < 5 u / n --I W CODE/ZONING DEFICIENCIES AND/OR NON-CONFORMING USAGE'S FOR ALL BATHROOMS. DESIGN CRITERIA ARE DESIGNED IN AC ORDANCEy�TH THE AMERICAN FOREST AND PAPER ASSOCIATION (AF & PA) WOOD FRAME CONSTRUCTION ` to M ' O Iy v J w (G) 22 THE PROPOSED ADDITION SHALL NOT CAUSE THE EXISTING MECHANICAL SYSTEM (HEATING AND (C) 17. ALL FINISHES SHALL BE AS DIRECTED BY OWNER. MANUAL FOR ONE AND TWO FAMILY DW�IEWNGS (#CM 2001 EDITION). � W _- O PLUMBI G) AND ELECTRICAL TO BECOME UINSAFE, INSANITARY OR OVER OADED. (C) I& RATED PARTITIONS 1D HAVE TOP AND BOTTOM EDGES PROPERLY SEALED WITH ALL GYPSUM BOARD 11�� ) /� �ll�� TABLE RR301,2 (1) 0� 0 O �/ � (G) 23. THE COrNTRACTOR SHALL PROVIDE ALL REQUIRED INSURANCE AND INSURANCE CERTIFICATES. PANEL,JOINTS PROPEZL.Y TAPED AND SPACKLED, (3) COATS. CUMATTC AND GEOGRAPHIC DESIGN CRITERIA - (SUFFOLK COUNTY) �-1 -UWA uNtn 100.0£( LL. 0 CONCRIM & STEEL NOTES, (C) 19. ANY DOOR AND FRAME LOCATED WITHIN A FIRE RATED PARTITION TO BE SELF-CLOSING AND FIRE RATED (S) I. ALL CONCRETE TO BE 3000 PSI. 28 DAY ITEST AS PER (R 402. 2). PROVIDE 5/8' DIAMETER 12' TONG (7' AT 45 MINUTES MINIMUM. FIRE RATING TO BE CLEARLY INDICATED BY APPROVED TESTING ORGANIZATION WIND SUBJECT To DAMAGE FROM PENETRATION INTO CONCRETE) ANCHOR BOLTS SPACED A MAXIMUM OF 32 INCITES O.C. AN BOL ON THE DOOR EDGE AS PER SECTION R309. GROUND SEISMIC FROST WINTER ICE SHIELD O O Q SHALL ALSO BE LOCATED WITHIN 12 INCHES FROM THE ENDS OF EACH PLATE SECTION. EXCEPTION: C 20. EXISTING PARTITIONS WITHIN FIRE RATED ENCLOSURES TO RECEIVE ONE LAYER OF 5/8' THICK TYPE 'X' SNOW SPEED• DESIGN UNE DESIGN UNDERL RED FLOOD AIR FREEZING ( ) LOAD (MPH) CATEGORY ' WEATHERING° DEPTH " TERMITE` DECAY ' TEMP. REQUIRED HAZARDS' INDEX > s3at av�+a3no FOUNDATION ANCHOR STRAPS, SPACED AS REQUIRED TO PROy�DE EQUIVALENT ANCHORAGE TO 5/8' FlRECODE GYPSUM WA<1BOARD PROPQtLY FASTI�IED WM1H ALL JOINTS PROPERLY SFJAI ED, TAPED, DIAMETER ANCHOR BOTS AS PER (R 403. 1. 6) PORCHES, CARPORT SLABS, STEPS EXPOSED TO THE AND SPACKLED AS PER SECTION R309. 20 PSF 120 MPH C SEVERE 3 FEET TO HEAVY MOTE DERATE 11 YES WEATHER AND GARAGE FLOOR SLABS TO BE 350OPSI AS PER (R 401 2). FOOTINGS TO BEAR ON VIRGIN gx xt�ttvW o �� ISTURBED SOIL (C) A. RATED CEILINGS TO HAVE ONE LAYER OF 5/8 THICK TYPE'X' FIRECODE GYPSUM WALLBOARD PROPERLY NONE 599 X 3M J O OIR UND FASTENED WITH ALL JOINTS PROPERLY SEALED, TAPED, AND SPACKLED AS PER SECTION R309. S 2. BOTTOM OF EXTERIOR FOOTINGS AND/OR GRADE BEAMS TO BE 3'-0' MINIMUM BELOW GRADE avow lata S 3 SOL COMPAC110N TO BE NO LESS THAN 95X MODIFIED PROCTOR TEST. (C) 22 ALL CLOSET INTERIORS BY OWNER. CONTRACTOR TO PROVISED ADEQUATE BLOCKING FOR OWNER Q S 4. STEP FOOTINGS DOWN AS REQUIRED TO VIRGIN SOL INSTALLED CLOSET Ik11RIO2 F TI SHALL BE E VERTICALLY 1D HORIZONTALLY ERE BOTTOM (C)23. PROVIDE 1/2' GYPSUM WALLBOARD AT ALL WALLS, TAPED AND SPACKLED, (3) COATS READY FOR PAINT `00•S9 3 `�00'OO.QZ S O S 6 I A�OO E NG ELEVAlIPRO�ANGE � � � UNLESS OTHERWIsE NOTED. INSTALL'WONDERBOARD' BEHIND AND AROUND TUBS, TOILETS, VANITIES, 0 �S� 6. ALL EXPOSED CONCRETE TO BE AIR ENTRAINED. AND WASHER/DRYER AREA �j S 7. FORMS TO REMAIN IN PLACE 3 DAYS MINIMUM, (C)24. INSTALL OWINER SUPPLIED CERAMIC TILE AT NEW BATHROOM FLOORS, 48' AT WALLS AND FULL HEIGHT (W 0 u Q 0 01wx v 0 K s n 0 S n S 8. PROVIDE SLEEVES IN FOUNDATIONMALLS AS REQUIRED FOR ELECTRICAL, PLUMBING, AROUND TUBS. TILE AT FLOOR TO BE THIN SET ON 3/4' EXTERIOR PLYWOOD (B/C) SUBSTRATE OVER MECHANICAL, ETC.. COORDINATE WITH OTHER CONTRACTORS, AGENCIES, ETC. AS REQUIRED. SUB-FLOOR. PROVIDE MARBLE SADDLE AT DOOR. (S) 9. BACKFILL SHALL BE PLACED IN 12' LIFTS AND COMPACTED TO 95%MODIFIED PROCTOR DENSITY. (C)25. NEW INTERIOR WALL TO BE 1/2' GYPSUM WALLBOARD ON 2 x 4 FRAMING, 16' O.C. (S) 10. SLABS ON GRADE SHALL BE MI IMUM 4' THICK 3000 PSI CONCRETE (INTERIOR) 3500 PSI CONCRETE (C)26. INSTALL NEIN CONK 'ESO PULL DOWN LADDERS AT Am. EXACT LOCATION TO BE DETERMINED BY OWNER(EXTERIOR & GARAGE FLOORS) 6'X6'„ 10/10 WELDED WIRE MESH, PROVIDE 6 MIL VAPOR BARRIER. (C) 27. ROOFING UNDERLAYLIENT TO BE INSTALLED AS PER R9O& 2, 7 UNDERLAYMENT APPLICATION. (S) 11. ALL CURBS, SIDEWALKS, ETC. DAMAGED SMALL BE REPLACED. FOR ROOF SLOPES FROM TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL (17-PERCENT SLOPE), SITE ' PLAN (S) 11 PITCH GRADE AWAY FROM BUILDING. STORIM WATER IS NOT PERMITTED TO FLOW ONTO UP TO FOUR UNITS IERTICAL IN 12 UNIT SHORIZONTAL33-PERCENT SLOPE), UNDERLAYMENT ABUTTING PROPERIIES. SHALL BE TWO LAYERS APPLIED IN THE FOLLOWING MANNER. APPLY A MINIMUM 19-INCH (S) 13. (�NCRETE FOUNDAl10N,VWAIiS TO BE POURED MONOUTHIC. NO HORIZONTAL JOINTS SHALL BE PLACED WIDE 483 MM) STRIP OF UNDERLAYMENT FELT PARALLEL WITH AND STARTING AT THE EAVES, SCALE: 1" 20'-0" IN WALLS WITHOUT THE WRITTEN APPROVAL OF THE ENGINEER OR ARCHITECT OF RECORD. FASTENED SUFFICIENTLY TO HOLD IN PLACE. STARTING AT THE EAVE, APPLY 36-INCH-WIDE (S) 14. PROVIDE ACCESS & CROSS VENTS IN ALL ATTICS & CRAWL SPACES. VENTS TO BE A MINIMUM 1 SQ. FT. 914 MM SHEETS a UNDERLAYIMENT OVERLAPPING SUCCESSIVE SHEETS 19 INCHES 483 MM)ON UNDER FLOOR AREA AS PER SECTION R4O& ( ) BLOCK 145 LO ti (S) 15. ALL WOOD SILLS IN CONTACT WITH SOI, MASONRY, OR CONCRETE TO BE PRESSURE TREATED, AND FASTENED SUFIICIENTLY TO HOLD IN PLACE DISTORTIONS IN THE UNDERLAYME0 SHALL BLOCK 3 LOT. -.22 AS PER SECTION R319 AND R320. NOT INTERFEREWITH THE ABILITY OF THE SHINGLES STEAL FOR ROOF SLOPES of FOUR UNITS S 16. PROVIDE COPPER TERMITE SHIl10AN D SILL SEALER VERTICAL IN 12 UNITS HORIZONTAL (33-PERCENT SLOPE) OR GREATER, UNDERLAYMENT SHALL DISTRICT 1000 W . �S3 17, THE EXTERIOR SURFACE O ALL FOUDNDAl110N WALLS BELOW GRADE (EXCEPT SIM AREAS) SHALL BE BE ONE LAYER APPLIED LN THE FOLLOWIING MANNER, UNDERLAYMENT SHALL BE APPLIED SHINGLE # ' t'e` �` ` ' 2; LO DAMP-PROOFED WITH AN ELASTIC COAL TAR BASE, SELF PRIMING BITUMINOUS PLASTIC CEMENT. FASHION, PARALLELTO AND STARTING FROM THE EAVE AND LAPPED 2 INCHES, FASTENED LOT AREA R 196 SQ. FT.; �,: _, :`p , : ' "*) F Z EXISTING FIRST FLOOR 1'296 SQ r H. F- • (C)28. ICE BARRIER. IN AFEAS WHERE THERE HAS BEEN A HISTORY OF ICE FORMING ALONG THE EXISTING GARAGE 334 SQ. FT. PROVIDE PERIMETER RIGID INSULATION TO CODE AT ALL FOUNDATION WALLS EXISTING REAR DECK 60 SQ. FT. _ _ 18. BEARING PLATES SHALL BE PROVIDED FOR! STEEL RESTING ON MASONRY. EAVES CAUSING A BACKUP OF WATER AS DESIGNEIED IN TABLER301, 2(1J AN ICE BARRIER THAT _�s) S19. MINIMUM STEEL PROTECTION 3/4" FOR SUABS, 1 FOR INTERIOR FACE WALLS, 1-1/2 FOR BEAMS AND CONSISIT O AT LEAST 1W0 LAYERS OF UNDERLAYMENT CEMENTED TOGETHER OR OF A TOTAL LOT COVERAGE Cz 1,690 SQ. FT (20.64X) = Z " GIRDERS, 2' FOR COLUMNS AND EXTERIOR FACE OF 3' FOR FOOTINGS, PIERS AND pfpESTALS. SELF-ADHERING POLYMER MODIFIED BITUMEN SHEET, SHALL BE USED IN LIEU OF NORMAL _ (S) 20, WELD BASE PLATE TO COLUMN, PROVIDE 114) 12' LONG 3/4' DIA. (A307) ANCHOR BOTS. WIELD PLATE TO UNDERLAYMENT AND IX1END FROM THE LOWEST EDGE (EAVE) OF THE ROOF SURFACES TOA �^�� `� OF COLUMN, PROVIDE(4) 3/4' DIA ( 325) BOLTS. STEEL FUTCH PLATE TO BE BOLTED WWITH 5 8" DIA. POINT AT LEAST 24 INCHES 610 MM INSIDE THE EXTERIOR WALL LINE OF THE BUILDING. y ' 3 t , r �,; V �Cmc !J2 �r,�°:` ;C;' _; �=:,,9 r Or TN.E � in- TOP � BOTS WITH WASHERS, 16' O.C. STAGGER TOP AND BOTTOM, (2) BOTS 12 FROM EACH END. ALL HAILERS N ( ) LCn='`t1G _ T ONS: W TO BE BOLTED WITH 1/2' DIA. GALK THROUGH BOLTS WITH WASHERS 0 IV O.C. STAGGER TOP AND (C) 29. ROOF AND VALLEY FLASHING TO BE INSTALLED AS PER R905. 18 FLASHINGS. FLASHING r-�, - ..., E '�'"� rGJ^JD/;;'-!�)(`! - T'':�,'�C Rt�� W 0 c a� � BOTTOM, PROVIDE BLOCKING AS NECESSAIRY. FOR ASPHALT SHINGLES SHALL COMPLY WITH THIS SECTION. FLASHING SHALL BE APPLIED (S) 21. IT IS THE DESIGN PROFESSIONAL'S RESPONSIBILTY TO VERIFY A MINIMUM SOIL BEARING CAPACITY OF IN ACCORDANCE WITH THIS SECTION AND THE ASPHALT SHINGLE MANUFACTURER'S �,. ,. „ , a`L � , REQUIRED o ,� 0, POUF,EU rC,;IGRETE V c � 2000 LB.J F7. AS PER ( R401.4.1 ) OF THE 2010 N YORK STATE RESIDENTAIL BUILDING CODE PRINTED INSTRUCTIONS. R905. 2. 8. 1 BASE AND CAP FLASHING. BASE AND CAP °`' AVi7 2• ROUGH �! M,, , W V d iTII NN EWW U '� if ��i�°L.��Ti'� I'!J� �i FRAM!%:3 2� PLU,.:.IP,G c cN (S) 22 FOUNDA ON ►ALES TO TIE INTO EXISTI G ALES TH i RODS AT 18' O.C. VERTICAL DRILLED DO" AT FLASHING SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION _ 45 DEGREES (AND GROUTED IN) INTO EXISm G FOU jDA110N WWALLS RODS TO EXTEND INTO NEW AND u _ _ ;3. i"l A L- CO,' a 00 INSTRUCTIONS. BASE FLASHING SHALL BE OF EITHER CORROSION-RESISTANT METAL O ��t 'I H UT EI I � 4. FiP;;'�L - CC;iSTRUCTION A1UST o- O EXISTING WALLS 8 MINIMUM. MINIMUM NOMINAL 0.019-INCH (0.483 MM) THICKNESS OR MINERAL-SURFACED ROLL ROOFING (S) 23. ALL STRUCTURAL STEEL FABRICATION AND ERECTION, INCI-UDING ALL CONNECTIONS, SHALL WEIGHING A MINIMUM OF 77 POUNDS PER 100 SQUARE FEET(3.76 KG/M2). CAP FLASHING OF Rr COMPLETE FOR C.O. 0 •`vo CONFORM TO LATEST mac. SPECIFICATION& SHALL BE CORROSION-RESISTANT METAL OF MINIMUM NOMINAL 0.019-INCH (0.483 MM) OCCUPANCY ALL CONSTRUCTION SHALL MEET THE (S) 24, ALL SYMMETRICAL SEC11ONS DESIGNED FOR ALLOWABLE UNIT STRESS (Fb) of 24,000 P.S.I. THICKNESS. R90E I& 2 VALLEYS. VALLEY LININGS SHALL BE INSTALLED IN ACCORDANCE (NON-COMPACT SECTIONS DESIGN FOR 22,!000 P.S.R.). ALL OTHER SECTIONS DESIGN FOR 22,000 P.S.L IMTH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS BEFORE APPLYING SHINGLES REQUIREMENTS OF THE CODES OF FOR ~ (S) 21 ALL FIELD CONNECTIONS SHALL BE A MINIMUM OF 5/8 DIA. BOLTS (A325). SHOP CONNECTIONS TO VALLEY LININGS DF THE FOLLOWING TYPES SHALL BE PERMITTED. YORK STATE. NOT RESPONSIBLE FOR � TO 4" VENT THROUGH ROOF DESIGN OR CONSTRUCTION ERRORS. L BE BOLTED OR IWYIEIDED. A FOR OPEN VALLEYS(VALLEY LINING EXPOSED) LINED WITH METAL, NNE VALLEY -� (S) 26. ALL FRAMIWELDIWIM, ALL CONFORM TO AI.S C AND AWW S SPECIFICATIONS LINING SHALL BE AT LEAST 24 INCHES WIDE AND OF ANY OF THE CORROSION 2' U -RESISTANT METALS IN TABLE R905. 2. 8. 2 ---- r-----7----r--------- t (F) 1. ALL HEADERS TO BE SUPPORTED BY 4`X 4' POSTS UNLESS OTHERWISE NOTED, B. FOR OPEN VALLEYS, VALLEY LINING OF TWO PLIES OF MINERAL SURFACE ROLL ROOFING, 2 (2) 2 x 8 HEADERS OVER oPENLNGS uNlFss oTHERWIMSE NOTED. Fz 1 1/2' It t/2" I2" I 1 1/2' PLUMBER CERTIFICATION�FF� 3. DOUBLE UP JOISTS UNDER ALL PARALLEL PARTITIONS & AROUND ALL OPENINGS, SUCH AS STAIRS COMPLYING WITH ASTM D 3909 OR ASTM D 6380 CLASS M, SHALL BE PERMITTED. D SKYUGHTS. DOUBLE JOIST UNDER ALL POSTS. THE BOTTOM LAYER SHALL BE 18 INCHES AND THE TOP LAYER A MINIMUM OF SWDE NE :NEYV ON LEAD CONTENT BEFORE cu (F) 4. BALL INTERIOR BEARING PARTITIONS TO BE SOLID BLOCKED AT MID SPAN OF WALL MINIMUM BEARING C. FOR am v lEYS (VALLEY COVERED WITH SHINGffs), VALLEY LINING OF ONE PLY �� �V ' ' CERTIFICA TE OF OCCUPANCY a s a a a d FOR JOISTS TO BE 31/2 ON INTERIOR. OF SMOOTH ROLL ROOFING COMPLYING WITH ASTM D 6380 CLASS S TYPE III, CLASS M (F) 5. FOR HEADERS OVER 5'-O' LONG USE DOUBLE JACK STUDS. TYPE II OR ASTM D 3909 AND AT LEAST 36 INCHES WIDE OR VALLEY LINING AS DESCRIBED NEWS SOLDER USED IN WATER (F 6. PROVIDE SOLD BRIDGING FOR WOOD JOISTS, MAX. 8'-0' O.C. IN ITEMS 1 AND 2 ABOVE SHALL BE PERMITTED. SPECIALTY UNDERLAYMENT COMPLYING WITH 2' 2' W C i NEW SUPPL Y SYSTEM CANNOT F3 7, ALL CAP PLATES TO BE DOUBLED, AND NAILED WITH ROD NAILS AT 12' O.C. C) 30. PROVIDE DRIP EDGE AT EAVES AND GABLES OF SHINGLE ROOFS. OVERLAP TO BEA HO EXCEED 2110 OF I IF 8- ALL WOOD FRAMING TO BE MINIMUM OF S' ABOVE GRADE � MINIMUM OF 2 INCHES(51 MM). SAVE DRIP EDGES SHALL EXTEND 0.25 INCH (6.4 MM) BELOW D FLOOR LEAD. FtED ARc F 9. ALL INTERIOR WALLS TO BE FRAMED WITH 2' X 4" STUDS 016 O.C. SHEATHING AND EXTEND BACK ON THE ROOF A MINIMUM OF 2 INCHES (51 MM). DRIP EDGE F 10. PROVIDE SOLID BLOCKING UNDER ALL POSTS BETWEEN FLOORS TO TOP OF FOUNDATION WALL SHALL BE MECHANICALLY FASTENED A MAXIMUM OF 12 INCHES (305MM) ON CENTER. A CRICKET F 11. ALL SHEATHING SHALL BE 1/2' CDX EXTERIOR GRADE PLYWOOD, NAILED WITH 8d COMMON NAILS 0 6' O.C. OR SADDLE SHALL BE INSTALLED ON THE RIDGE SIDE OF ANY CHIMNEY GREATER THAN 30 INCHES AT PANEL EDGES AND 0 INTERMEDIATE SUPPORTS IN THE PANEL FIELD OR FOLLOW NAILING SCHEDULE. WIDE CRICKET OR SADDLE COVERINGS SHALL BE SHEET METAL OR OF THE SAME MATERIAL AS PROVIDE SOLD BLOCKING AT ALL SHEATHING EDGES. ROOF COVERING, (F) 12. ALL SUB-FLOORS TO BE 3/4' PLYWOOD NAILED WITH 8D 0 6' O.C. " (C) 31. ALL NAILERS To BE BOLTED WITH %' DIA. (GALVANIZED AT EXTERIOR) THROUGH BOLTS WITH WASHERSCODES * g ` IF 13. ALL WALL CORNERS TO BE MIN. THREE STUDS NAILED WITH Im NAILS AT 12 O.C. 016' O.0 STAOU TOP AND BOTTOM, PROVIDE BLOCKING AS NECESSARY, PROVIDE FLASHING AT �' ° _ ©E N F 14, BLOCK STUD WALLS AT HALF STORY HEIGHTS AND UNSUPPORTED EDGES OF PLYWOOD. TOP OF EXTERIOR NAILERS. ;.r- TOWI J CODES '9 02 126 F 15. ALL NAILS, BOLTS, AND FRAMI G HANGERS TO BE HOT DIPPED GALVANIZED. (C) 32. R905. 2. 5 FASILNER& FASTENERS FOR ASPHALT SHINGLES SHALL BE GALVANIZED STEEL, �� O F 16. ALLOW A MINIMUM C 18 BEI�EEN BOTTOM OF FLOOR JOIST AND TOP OF SCREED COATw �? `r✓ �a• :_. C ;J Li,T I O i�1 S O P t., E� STAINLESS s1Ea,00uM OR COPPER ROOFING NAILS, MINIMUM 12 GAGE 0.105 INCH (2.67 MM) SHANK F,t_L nU;A"- OR PROVIDE 30 YEAR PRESSURE TREATED LUMBER (ACQ). WITH A MINIMUM 3�-INCH (9,5 MM) DIAMETER HEAD ASTM F 1667 OF A LENGTH TO PENETRATE S .. _J I U",;'+ ~, - (F) 17. PROVIDE DOUBLE HEADERS AT ALL FLOOR, COLING, STAIR AND ROOF OPENINGS. ALL .. ----�- -_ 7-� c`,ATER THROUGH THE ROkING MATERIALS AND A MINIMUM OF 3/4 INCH (19.1 MM) INTO THE ROOF SHEATHING. -$�f�p TF "G SEFO_IiE HEADERS TO BE A MINIMUM OF (2) 2 x 6 UNLESS OTHERWISE NOTED ON PLANS. WHERE THE ROOF SLEATHING S LESS THAN 3/4 INCH (19.1 MM) THICK, THE FASTENERS SHALL �_-� --- ------ w F) I& FLOOR JOISTS SHALL BE DOUBLED BENEATH ALL PARALLEL PARTITIONS OR BLOCK A IV O.C. PENETRATE THROUGI THE SHEATHING. FASTENERS SHALLCOMPLY 1H ASTM F 1667. Date: F 19. STAIR TREADS SHALL BE 1 1/4 THICK CLEAR OAK, UNLESS OTHERWISE NOTED. ..0 F 20. ALL STAIRS SHALL BE IN ACCORDANCE WITH (SECTION R311). (C) 33. R905. 2. 6 ATTACMENT. ASPHALT SHINGLES SHALL HAVE THE MI IMUM NUMBER OF FASTENERS REQUIRED Y 02.0$.1 G F 21. DOUBLE ALL JOIST AROUND FLOOR, COLING, AND ROOF OPENINGS, USE JOIST HANGERS BY THE MANUFACTURER FOR NORMAL APPLICATION, ASPHALT SHINGLES SHALL BE SECURED TO THE ROOF F 22 ALL WOOD CONSTRUCTION CONNECTORS TO BE FROM SIMPSON STRONG-11E OR EQUAL WITH NOT LESS THANFOUR FASTENERS PER STRIP SHINGLE OR TWO FASTENERS PER INDIVIDUAL SHINGLE r=„C r F 23 ALL EXTERIOR WOOD CONNECTORS TO BE HOT-DIP GALVANIZED (HOG). WHERE THE ROOF SLIDE IXC®S 20 UNITS VERTICAL IN 12 UNITS HORIZONTAL (167 PERCENT), SPECIAL 1ST FLOOR C O DraVyn By. F 24. WALL CONSTRUCTION - WFCM PRESCRIPTIVE METHOD WALL FRAMING AND FINISHING METHODS OF FASTENING ARE REQUIRED. FOOR ROOFS LOCATED WHERE THE BASIC WIND SPEED IS 110 MPH D. B U R K 0 SHALL BE NAILED AND OR SCREWED IN ACCORDANCE WITH TABLE 3.1 WFCM 2001 EDITION. OR HIGHER, SPECIAL IETHOIDS DF FASTENING ARE REQUIRED SPECIAL FASTENING METHODS SHALL BE TESTED ' w;)° vA Project #: (F) 25. FLOOR CONSTRUCTION- WFCM PRESCRIPTIVE METHOD FLOOR FRAMING SHALL BE IN ACCORDANCE WWITHASTM D 5161, CLASS F. ASPHALT SHINGLE WRAPPERS SHALL BEAR A LABAL INDICATING 3' TO EX 5 MAIN .,.,t ,.,.,� rn 7"' NAILED IN ACCORDANCE WITH TABLE 3.1 WFCM 2001 EDITION. COMPLIANCE WITH ASM D 316', CLASS F. �0..� 215 RES F 26. DRAFTSTOPPING SHALL BE PROVIDED AS PER R502. 12 (C)34, IF PROPERTY IS IN IND-BORN DEBRIS REGION ALL GLAZED OPENINGS SHALL CI. HOUSE DR F� 27, FIREBLOCKING SHALL BE PROVIDED AS PER R�2 13 HAVE IMPACT RESISTNT GLASS AS PER (SECTION R301. 2. 1. 2), )ND PIPE F) 28. ROOF ASSEMBLIES- WFCM PRESCRIPTIVE METH ALL) PROVIDE WOOD SIRUFURAL PANELS OVER GLAZED OPENINGS AS PER Sheet: ELECTRICAL,NOTES: (SECTION R301. 2. 12), (EXCEPTION) OF THE RESIDENTIAL CODE OF NEW YORK STATE �E 1. ELECTRICAL CONTRACTOR To COORDINATE W/OWNER & OTHER TRADES. WOOD STRUCTURAL FJNELS SHALL HAVE A MINIMUM THICKNESS OF 7/16 INCH AND A E3 2. ALL ELECTRICAL WORK IS TO COMPLY WWIIIH NEW YORK STATE, NATIONAL ELECTRICAL CODES, MAXIMUM SPAN OF RET. PANELS SHALL BE PRECUT SO THAT THEY SHALL BE AND NATIONALFIRE PROTECTION ASsodknok CONVENTIONAL OUTLETS TO BE 18' ABOVE FIN. ATTACHED TO THE FAMING SURROUNDING THE OPENING CONTAINING THE PRODUCT FLOOR UNLESS OTHERWISE NOTED. WITH GLAZING OPENIC. PANELS SHALL BE SECURED WITH No. 8 SCREWS AT 12' O.C. (E) 3. PROVIDE GROUND FAULT CIRCUIT INTERRRWPT13t OUTLETS AS PER CODE MINIMUM 114-4'PENTRATTON INTO THE WALL FRAMING AT OPPOSING ENDS. PLUMBING RISER DIAGRAM (E) 4. ALL ELECTRICAL OUTLETS, SWITCHES, LIGHTS AND WIRING SHALL BE U.L CERTIFIED (C) 35. ALL NEW WOWS MALL HAVE A MINIMUM (DP) DESIGN PRESSURE RATING OF 30. of AND INSTALLED IN COMPLIANCE WITH ALL APPLICABLE ELECTRICAL CODES. (C) 36. PROVIDE JAMB CUPS AS PER MANUFACTURES SPECIFICATIONS AND ALL FIXTURES SUPPLY LJNES TO BE 1/2' COPPER (E) 5. THE CONTRACTOR SHALL RELOCATE ALL IEXISIING ELECTRIC, TELEPHONE, ANTENNA AND (SECTION R613. 6. 2)OF THE RESIDENTIAL CODE OF NEIN YORK STATE EXCEPT LAV. AND W.C. TO BE 3/8' COPPER. ALL CABLE T.V. SERVICE WIRING AS REQUIRED., (C) 37. IF SOLO 2'X 4' MULLION Is NOT INDICATED ON PLANS PROVIDE STEEL. MULLIONS WATER ONES UNDER CONCRETE TO BE "K" ON ALL NEW WIDOWS(AS PER SECTION R613.8). COPPER C.O.S. LOCATED AS PER N.Y.S. CODE. ALL STRUCTURAL STEEL TO BE A36 STEEL.AND SHALL CONFORM To AS.T.M• SPECS. Revisions: 10'-3" 16'-7" 13'-10" 10'-3" 16'-7" 13'-10" i - - - - ---- - - -- - - - -T - -EXIST-D.F1- - -- - - - - - -EiST`D.Ifi- - � - - - - - -- - - - - - - - 1'-1O" x3'-1' 1'-10' x3'-1' -- - - -- - - - - - - - - - - ® I T. HDR. EXIST I I EXISTING o 0 o EXIST. REAR I CRAWL SPACE N 1 1 >; LANDING AND STEPS I ST. A ( I `n I ( MIN. C.H: 1'-6" } "' (FLAT C V) 3LIN CEILIN LINE OF EXISTING ROOF ABOVE I " r -- - - - ST.-Q1T - I I x�9 EXIST. HOR " EXIST.HDR IN. ," » » » t 1 1 VERIFY IN FIELD EXIST. 8" ' POURED �' ' ���. 8-6 (2 2x10 3 -$ CONCRETE FOUNDATION WALL ON r �� I EXIST. KITCHENSIf LINE OF EXISTING ROOF 16"x8" POURED CONCRETE FOOTING, I I z� EXIST. BEDROOMS 1 ( CUT BACK ) TO BE REMOVED F_ IN 36" MIN. DEPTH BELOW GRADE ( C.H: 96" ) ( C.H: 96" ) t 1 1 , I 1 I z (FLAT CEILING] - -- - -. i ! (FLAT CEILING) xx " _, NE U 1 R NEW STAIRS UP TO NEW "' CONTRACTOR TO VIF EXISTING � I w -a MIN. 6- H IG d �� 11 1 EXISTING kms, -- _ FINISHED SECOND FLOOR AS 0 0O o °D o SUPPORT GIRDER AND EXACT X o 0 o x N o o 1 CRAWL SPACE N z 1 1 X COLUMN LOCATION AND NOTIFY N E� 1 �� = EXIST. DINING I g W 3-2 4 6 1 � i _ 1 i REQUIRED. DOUBLE UP ALL x o v I x C:) t FRAMING AROUND STAIR AND w ARCHITECT OF ANY DISCREPANCIES cv o z I z o 0 N � ,� X (CATHEDRAL CEWNG) I w �" X _ _ �- N z - i PROVIDE JOIST HANGERS 0 ALL ( MIN. C.H: 1-6 ® " v, N f ,� X d� w I : � N a 1 ~ v N 1 COMINNNECTIMUM ONS. HEAD HEIGHT. u: x X w I I EXIST. 3 k�" DIAMETER LALLY " z w _- "-L�� SD Ott SD X ® w " COLUMN TO BE ON 24°x24 x36 ( w ¢ I w �., a - V.I.F. EXIST. MIN. POURED CONCRETE PIER TO BE VIF D. HAL t u 1 1 I z (J `' I CL. NEW t 1 PROVIDE 36" HIGH HANDRAIL 2x8 E� I I N f4"x80" _i C.H. 96" ) - - - -- - - t WITH SPINDLES SPACED ( � I I ;n1-FLAT CEILING a - 1 MAXIMUM 4" APART TO CODE 1 1 I- I— ST�R I NEW 1H . f - NEW I z I t o Y EY1Sx . k2) 2"X12" HDR. W (2) 2"X12 C-= -- (2) 2"X12' H$RI `" ) "NEW L! X12° H R. 2 p 4TL EXi . GIRDER EXIST. GIRD EXIST. GIRDER �� EXIST GIRDER = - - - - N I 4of5 L - -� L - -i�� "� �-- - - - - - - " 2'-6" 4'-8» 4,k 6» 4'_7» 3'_ " - LIJ REMOVE EXISTING WALLS, L,.1 CONTRACTOR TO VIF ALL N I QL. CL CL,i:1 I `� AND DOORS AS NOTED. Z PATCH AND REPAIR AS POINT LOADS, IF THERE ARE REQUIRED. NEW MATERIALS TO ANY UNSUPPORTED 1 - l MATCH EXISTING CONSTRUCTION. EXISTING: STRUCTURAL LOADS OR �, v W' ( W of BASEMENT DIMENSIONS DISCREPANCIES, X Q�' X I ( X C ( Q O THEY MUST NOTIFY DESIGN Do Uo ( C.H: 6'-10" ) PROFESSIONAL IMMEDIATELY 00 o `� x% z N o . I N NOTE: 1 (!) `� ~ EXIST. LIVING ROOM x I I DOUBLE UP ALL FRAMING UNDER J Z N N � � x � (.n � CV X I � � Q (FLAT CEILING) w ev w x ® w I X ® I NEW PARALLEL PARTITIONS Li J � ¢ i ( C.H: 96" ) w d I SD w AND NEW WOOD POSTS. > � SD CO N t o (FLAT CEILING) o I O _ I NOTE: _ o I I o I PROVIDE SOLID BLOCKING N 0 � EXIST. 4" POURED DOUBLE UP ALL FRAMING �o = UNDER ALL WOOD POSTS L_iO CONCRETE SLAB UNDER NEW PARALLEL w^ i 20'-3" 8'-11" b i O J 7 PARTITIONS v I EXIST. BEDROOM# 2 0 f AND NEW WOOD POSTS. ( I ( C.H: 96" ) - I O Y PROVIDE SOLID BLOCKING - - - J (FLAT CEILING) I a' Q 1 UNDER ALL WOOD POSTS _€�- __- -- _ - �(2) 1 � - - _ _ _--�; - J I x O d- N N rn EW /4'x9 1/4 -r', _ I M.L. L L HDR. I ( C.H: 96" ) I Cn INE OF NEW EXTERIOR t WALL ABOVE i I �- I EXIST. EXIST. LINE OF EXISTING ROOF ABOVE EXISTING SLAB FOUNDATION - _ ' ENCLOSED PORCH x " HOME N m OFFICE I o �j ( (VAULTED CEILING) I 1 w ( C.H: 83" ) I o t (FLAT CEILING) f C.H: 83" EXIST. HDR. EXIST. HDR.III ) EXIST. HDR. EXIST. HDR. I"' W T 04 Izz ® ® ® Sk EXIST. D.H. EXIST. D.H. EXIST. D.H. EXIST. D.H. � Z 01 **a► EXIST. FRONT w s o LANDING AND STEPS - - - Q9 - - - 4 � w Q } 30'-5" 30'-5" w a � W h a y OD A A —�' Z 3of5 3of5 0 I FOUNDATION FLOOR PLAN 1 ST FLOOR PLAN - �- SCALE: 1�4" = 1'-0" SCALE: 1 4" = 1'-0" T'' - TYPICAL HEADER SCHEDULE FOR TYPIM HEADER SCHEDULE FOR a S a .I d EXTERIOR BEARING WALLS EXTERIOR t!JG WALLS EN(EI�OSURE f - BASED ON Table M elRng f om N'FCY for One do Two Story Dwellings) frt EXPOS"'E C- BASED ON Table A-123A FR' far One do Two Story Deel,;ngs) Y 9s) Three Second Gust 110 Three Second Gust 110 Wind Speed(mph): Wind Speed(mph): Size Max. Span: Size Max. Span: p 2— 2x4 4'-7" 2— 2x4 V-7" BRED ,7 2- 2xs 5'-6' 2- 2x6 5'-6• ���E" CNq� /], 2— 2x8 5'-1' 2— 2x8 6'-1' ((41. 2 — 2x10 8'-9' 2— 2x10 V-9•2— 2x12 7'-1'3 — 2x8 7'-5" 2— Zx12 7'-1" 3" 3— 2x8 7'-5" 3— 2x10 8'— ti 3— 200 8'-3" 71 2 3— 2x12 8'-8• 'YT^ 3— 2x12 8'-8• C O \ Dote: , r�,,D02.08.16 1c.G�1 ,, �� Drawn By: 1 EXISTING WALLS TO REMAIN EXISTING WALLS TO REMAIN ® EXISTING WALLS BEARING WALLS ® EXISTING WALLS BEARING WALLS D. BURKO ---- EXISTING WALLS TO BE REMOVED ---- EXISTING WALLS TO BE REMOVED L--___--J Project #: I NEW WALLS 0 NEW WALLS 2015 RES ® NEW BEARING WALLS ® NEW BEARING WALLS SMOKE DETECTORS - INTERCONNECTED SD INTERCONNECTED SINGLE STATION DEVICE IN ACCORDANCE SD SINGLE STATION DEVICE IN ACCORDANCE WITH STATE CODES WITH STATE CODES O Sheet: CARBON MONOXIDE DETECTOR O CARBON MONOXIDE DETECTOR ® NEW 4 x 4 WOOD POST NEW 4 x 4 WOOD POST NEW( VENTED TO OUTSIDE)EXHAUST AS PER (R3,03.3} MECHANICAL EXHAUST FAN ( VENTED TO OUTSIDE) AS PER (R303.3) 0 i t Revisions: ---- ----- - - -- 30'-0" f —— — — ————— — — — UNE OF EXISTING EXTERIOR r 1 WALLS BELOW 1 , 0 15'-3" UNE OF EXISTING ROOF BELOW CUT BACK EXISTING ROOF TO NEW NEW(T 3046) 1 1 i EXTERIOR SECOND FLOOR WALL AS ———— — — —————— ___ DOUB UNG — 1- REQUIRED AND PROVIDE NEW 2 x 12 EGRESS i - - I � LEDGER BOLTED W/ 5/8 LAG BOLTS _-___-__ - - - - STAGGERED EVERY 16" O.C. WTH _T r " t r ( 2" 10� HD NEW 1 JOIST HANGERS @ 16" O.C. �i 8-6 - 0 8 JP SHOWER 7 NEW --- - - ----- - ---- - - - ----- - - --- I 1 NEW 36" HIGH HANDRAIL WITH I dEW DN 1414 SPINDLES SPACED MAXIMUM I i o N 6-8" HEA H GH +`��0� " x ® i I 4" APART TO CODE ( a w I 1 1 ( PROP. WIC ' �P 6 -0 F NEW MECHANICAL EXHAUST I R� �C f 1 ( ( C.H: 96" ) 1a 3' 2" 4 6 3'-0" ._ _ � i " FAN (VLTITED Td OUTSIDE) I �— -- 1 I _ v (FLAT CEILING) _ � o NEW_ 2 2x12 R GE �v o `� "' AS PER R303.3 1 ,le \' F❑ 1 I p C J N ¢Sp NEW 2 x 10 R.R. 1 1~i �L zoo ALF+B� N PROP. BATH z� N � 1 ` �,,- PRS. BAT>i G.H: 96" 1 a N ® 16 O.C. (FLAT CEILING) �; N 1 1 r+ a � z BATHROOM PLANS ARE I 1 F — — — -1\ I z o - i s 1-30x50' 9�F `Lx I I of FOR FIXTURE COUNT ONLY. 1 3('x5Q °° LI ��'o PULL DOWN LIN. - , LIN, PULL DOWN LIN. ^1 I 9 9l „ `� NEW NEW I ( BATHROOM DESIGN IS 1 I I arnc sT�aR EW ATTIC STAIR S-2 N I TO BE DONE BY OTHERS I I L- — — — --I LAV. NEW 3) 1 3 _x9 1/4 M.L. L R.Rj "� CO ( 1 *xi I NEW C.J. HDR. - - - - —— ————— NEW (2) 2 0 R. = n O (— �� f 'NEW ,—,r—- W 1 1��, NEW 2 x 10 R.R. � ——�� —-1�- J (2 2 x10 R.R. z 2 x 6 R.R. cn� CUT BACK EXISTING ROOF TO NEW I _ _ NEW v 9 16 O.C. 0 1 �o EXTERIOR SECOND FLOOR WALL AS _ cfl , _ _ 16 O.C. w :7 aoo �1 16 p 10 R.R. - NEW (2) 2"x10" R.R. / I 1 N REQUIRED AND PROVIDE NEW 2 x 12 ( \ CNIOPTIONAL 30"x50" PULL DOWN ^ EXISTING RIDGE LEDGER BOLTED W/ 5/8 LAG BOLTS N w L9 > ATTIC STAIR. (LOCATION AS PER OWNER) 1 I STAGGERED EVERY 16" O.C. WTH 1 \\ 1 1-' wi I I 1 JOIST HANGERS @ 16 O.C. 1 — i —� PROP. BEDROOIIJ 3 I Y c� DOUBLE UP ALL FRAMING AROUND STAIR _ o\f� m OPENING AND PROVIDE JOIST HANGERS I }© 9� PROVIDE NEW CRICKET ROOF z�+ � \ AT ALL CONNECTIONS 1 1 I NEW 2 x 12 FALSE VALLEY I �` // 1 [JJ N I '- <r `� 1 ( LEDGER LAID ON FLAT I � � = N (� 2x12 RIDGE t-- 1 PROP. BEDROOM# 3 X _ X 2 f / 1 Z z (FLAT CEILING) N I ED C3 X ( - z trn z � I 1 i 4of5 ( / ( ' r ' w O '��w ( ®/ z NEW x 6 C.T I 1 UNE OF NEW ROOF ABOVE 1 -_ W W -- Xw /-�v NEW NEW ® 16 d.C. o 1 1 _J (� `V 2x10R.R.t 2x1 R.R. 1 NEW2x10R.R. _ -� p —— —————— — —————— —————— zN;w `�® 16 O.C. 16 O.C. i6 16 O.C. o BEDROOM J3 19'-7' x I I EXISTING S.F. = 317.09 S.F. N REQ. VENT. - 12.68 SQ. FT. W > 1 i 1 I ACT. VENT. - 29.55 SQ. FT. NEW 3) 1 3/4 x 9 1/4_ L LVL_R.R. __Z: �, EXISTING VALLEY ROOF BREAK REO. LIGHT- 25.37 SQ. FT. 0-000, C f EW(2) 27x10' HDR. NEW 2 2'x10'HDR. I ACT. LIGHT- 74.55 SQ. FT. Q -� NEW W p _1 ——-00119! NC- — ——— — — — —————— ZAU —— ( I CUT BACK EXISTING ROOF TO NEW a O _ZREQUIRED AND PROVIDE NEW 2 x 12 � Q O r 3'-7" 13'-3" 3'-7" LEDGER BOLTED W/ 5/8 LAG BOLTS O L`- Ol I STAGGERED EVERY 16" O.C. NTH 20'-5" 10'-0" JOIST HANGERS 0 16" O.C. 30'-5" UNE OF EXISTING O O BEARING WALL BELOW (n �— x U x U I I � o No I I ( I ,_ LO 1 UNE OF EXISTING EXTERIOR I 1 L01- - WALLS BELOW LINE OF EXISTING ROOF BELOW - I1 11 1-L-====___ __—_________=__—=_____ _ NEW RIDGE BEAM SEE TABLE 3.6A SHEET Revisions: BEYOND D1 5 of 5 FOR NAILING 5 of 5 REQUIREMENTS NEW 2 x 6 COLLAR TIES 0 16" O.C. BEYOND NEW COR-A-VENT NEW COR-A-VENT RIDGE VENT (UPPER Y, OF ATTIC) i ; RIDGE VENT _ _ _ _ _ _ _ _ _ -NEW TOP OF RIDGE - - - EW EL 24 9 12 EL. +24'-9" _ _ _ _ W OP 0FftI GE NEW 30 YR. ARCHITECTURAL ROOF -- _ - - -a - s SHINGLES (COLOR BY OWNER) -- = _ _ NEW 30 YR. ARCHITECTURAL ROOF PROVIDE CONT. ICE & WATER SHIELD NEW CDR-A-VENT RIDGE VENT - - SHINGLES (COLOR BY OWNER) - -- - AT EAVES AS PER ( R905.27.1 ) - _.._! iso SEE TABLE 3,10 SHEET 5 of 5 D3r i � EW FLASHING � NEW FLASHING FOR NAILING REQUIREMENTS 5 of 5 8 VINYL TRIM (COLOR: BY OWNER) -_ VINYL TRIM (COLOR: BY OWNER) C R - - - 4 NEW CONT. VENTED VINYL SOFFIT � / � C � R NEW SECOND LEVEL FLOOR TOP PLATE - ANDPSEN D.H. _ - NEW SECOND LEVEL FLOOR TOP PLATE I EL. +1T-3" - - - -EL +17'-3" VINYL CORNER TRIM — ( VINYL CORNER TRIM COLOR BY OWNER) (COLOR BY OWNER) NEW ROOF VENTS -� I I _ NEW WIDE TRIM. (COLOR BY OWNER) NEW WIDE TRIM. (COLOR BY OWNER) o i = NEW VINYL SIDING °O rn _ �\ NEW VINYL SIDING 00 � (COLOR & STYLE BY OWNER) NLn t NEW L (COLOR & STYLE BY OWNER) ai II . ., v LDN N W TW3046 NEW 3046 `� NEW FLASHING I I NEW FLASHING ` NEW SECOND LEVEL FIN. FLQQR � � � ��\.��_ C14AN N H AN RSEN DH " NEW SECOND LEVEL FIN. FLOOR -( x 4-9 3-2 x 4-9 - - - EL. 9'-3 _ _ _ _ _ _ _ _ _ _ - - NEW MAIN LEVEL FLOOR TOP PLATE `r' NCW ROOF VENTS _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ __ _ _ _ __ _ _ 1 s- NEw ROOFyENTs NEW MAIN LEVEL FLOOR TOP PLATE `r — _ _ EXIST_,MAIN LEVEL FLOOR TOP PLATE Tn T( I-i EL +8'-0" - EXIST_MAIN LEVEL FLOOR TOP PLATE I I' EL +8'-0" II Il 11 11 II II I o II li II it _ II � { II II Il 11 co W ____ II II II II II W EXISTING EXTERIOR I I I I I I I I EXISTING EXTERIOR z WALL CONSTRUCTION I I I I I I I I WALL CONSTRUCTION 7 it II It II II L -� - -- - - - - - - ` - - - - - - - - - - - - - - - - - - - - - - - - - -Lj - - - -- - - - _ EXIST. MAIN LEVEL FIN. FLOOR_ - -- - - - - - - - - - -I L - - - - - - - - - - - - - -iL- - - 1-1- - - - - - - - - - - - - - - j-I- - - - - - - EXIST_MAIN LEVEL FIN. FLOOR EL 0'--0 � EL O'-0" Q GRADE VARIE - - GRADE VARIES o W > F- ! I EXISTING CONCRETE FOUNDATION I I I EXISTING CONCRETE FOUNDATION > - - - - - 1 - - - - - - - I I ICD Ld J - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - r- - - - - -� 0 0 -J o LL- 0 FRONT ELEVATION SIDE ELEVATION SCALE: 1/4" = 1'-O" SCALE: 1,/4" = 1'-0" O S LO r LLJ NEW COR-A-VENT RIDGE VENT NEW COR-A-VENT RIDGE VENT >Z 1O i 01 NEW TOP OF RIDGE_ _ _ _ _ _ _ _ _ _ _ — `�E 4-9 \ 12 NEW TOP OF RIDGE EL +24'-9"- --- - - - - NEW 30 YR. ARCHITECTURAL ROOF �8 NEW 30 YR. ARCHITECTURAL ROOF — SHINGLES R SHINGLES (COLOR BY OWNER) (COLO BY OWNER) - --- - -� - - V -- ® A., cn �__- � _ _ -- - .. C co NEW FLASHING - '_ ` NEW FLASHING — 0 Ln s LLJ - i VINYL TRIM (COLOR: BY OWNER) „, _ _- �� -- - VINYL TRIM (COLOR: BY OWNER) _ � \��� �I � f = -C ao 'ANDERSEN D,N. ` _ ! CL v , 31 NEW SECOND LEVEL FLOOR TOP PLATE - ' NEW SECOND LEVEL FLOOR TOP PLATE — — n' Z r, EL +17'-3" -EL. +17'-3"- -- - - - - - o 'O VINYL CORNER TRIM VINYL CORNER TRIM '- (COLOR BY OWNER) (COLOR BY OWNER) ; \ d C) NEW W`,DE TRIM. (COLOR BY OWNER) O NEW WIDE TRIM. (COLOR BY OWNER) i V NEW VINYL SIDING m NEW VINYL SIDING a, w "f.p ( 1 COLOR & STYLE BY OWNER j I i (COLOR & STYLE BY OWNER) _ { } q N E N NEW FLASHING I. x�- `V N 364 `�' Cu NEW FLASHING i EW FLASHING NEW_SECOND LEVEL FIN. FLOOR %� a s i a a d NEW SECOND LEVEL FIN. FLOOR AN RS N H _ EL.--9T—-3>-> - - - - 3-2 x T-9- L. 9'-3� - - -- - -- - -- - - - cV N NEW ROOF VENTS - - -- - - - - -- - NEW ROOF VENTS NEW MAIN LEVEL FLOOR TOP PLATE — — — — — — — — —— — — — — — — — — — .- NEW MAIN LEVEL FLOOR TOP PLATE _ _ - '- �n EXIST. MAIN LEVEL FLOOR TOP PLATE s�� s — TI _ EXIST. MAIN LEVEL FLOOR TOP PLATE_ — �` EL +8'-0" I I EL. +8-p`- _ NEW ROOF VENTS � I I I I I � ( I I I i I I � ,•`� �^ ,�\, �' C> I I I I o 00 co EXISTING EXTERIOR I I I I -- EXISTING EXTERIOR WALL CONSTRUCTION I ( I I WALL CONSTRUCTION I I I I I I I I I I ��� � � ? ,��`,�• II 11 S i ii II EXIST. MAIN LEVEL FIN. FLOOR - - - - - - - - -IL - - - - - - - - - - - - - - - - - LI - - - - - - - - - - - - - - EXIST_ MAIN LEVEL FIN. FLOOR - - - - - - - - - - — I IL - - - _ - - - - - - - - - -( L - - - -- - - - - - - c/ EL. 0'-0" — — — — �EL. 0'-0" - — — — — — — Date: i /iL GRADE VARIES GRADE VARIES_ — - - - - 8.16 I I I I I I I Drawn By EXISTING CONCRETE FOUNDATION I I I EXISTING CONCRETE FOUNDATION I I ( I i D. BURKQ - - - - - -- - - - - - - - - - - - - - - - - - - - --- - ---1 -- - - - o — — - - - - - - - - - -- � Ilb - ---- Project #: — — — — f- - - -- - - - - - - � - - - - - - - -1-- - - - T - - - - - � Z - - - - - - - - - - - � — 215 RES Ca I I I I — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — ff — — — — — — — — — — — — — — — — — — —— — — - — — — — — — — — Sheet: _ _ — ———— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —— — — — — — — — — — — --— — — — — — — — — — — —� REAR ELEVATION SIDE ELEVATION SCALE: 1/4" = 1'-0" SCALE: 1„/4" = 1'-0" , 0 __ �.�� Table 3.4B UPLIFT STRAP CONNECTION REQUIREMENTS - EXPOSURE B Table 3.9A RAFTER/CEiLING JOIST HEEL JOINT CONNECTION Revisions: ^, �, -s,a�sox-I3DQ8 on (ROOF-TO- WAIT TO WALL, and WALL TO-FOUNDATION} REQUIREMENTS 1- 1ZAx. 1- MAY. 2-16d C011/O QON . " --sImPs024'•PHD6 xA1Is 6••0-C- DEAD LOAD ASSUMPTIONS: ROOF CEILING ASSEMBLY DL = 15 psf DEAD LOAD ASSUMPTIONS: ROOF ASSEMBLY DL = 10 sf 6 1,fN. 6 MIN FOR FULL LENGTH p p of STUD- THREE SECOND GUST WND SPEED ROOF LIVE .' (mph) 85 90 100 110 120 130 140 150 LOAD GROUND SNOW LOAD 20 PSF 30 PSF 50 PSF 70 PSF ' FRAMING SPACING ROOF SPAN NUMBER OF 8d COMMON NAILS or 1 O BOX NAILS °.' , (in.) (ft.) (TOENAILED) REQUIRED IN EACH RAFTER 4 36 12 ) 36 12 24 36 a e ° ROOF SPANft AND/OR CEILING JOIST 12 24 36 122 ALTERNATE '4 a 4 TO TOP PLATE CONNECTION 1,2,3,4 COLLAR PE ���O n "I RAFTER SLOPE RAFTER NUMBER OF 16d COMMON NAILS or 40d BOX NAILS �JN - - 12 1 1 1 2 2 2 3 3 SPACING PER HEEL JOINT CONNECTION 1,244se ** 6 All STRAPPING TO BE 1 1/4" X 20 GAUGE STL ** _ - ° SIMPSON ' EQUIVALENT- CS20 ( COILED STRAP ) a . 16 1 1 1 2 2 3 3 3 -•�.• 20 1 1 2 2 2 3 3 4 ALTERNATE HLOCI�TG C•••c t2 24 1 1 2 2 3 3 4 4 12 4 7 10 4 8 12 6 11 17 8 15 22 COLLAR TIE ENDWALL. 28 1 l 2 2 3 4 4 5 16 5 9 13 5 10 15 8 15 22 10 20 29 AT RAFTER TO RIDGE CONNECTION. ' 32 1 1 2 3 3 4 5 5 3't2 19.2 6 11 16 6 12 18 9 18 27 12 24 35 36 1 2 2 3 3 4 5 6 24 7 13 19 8 15 23 11 22 33 15 29 44 FOR STRAP - 3 8d COMMON NAILS 0 EA. END OF STRAP FOR NOTED COLLAR / CEG. 1iE - 3 lOd COMMON NAILS ®EA. a _ = : =g 12 1 1 2 2 2 3 3 4 12 3 5 8 3 6 9 5 9 13 6 11 17 AT RAFTER TO TOP PLATE TO STUD CONNECTION, - -x ` .x 16 1 1 2 2 3 3 4 4 16 4 7 10 4 8 12 6 11 17 8 15 22 _ 4:12 ^-: •� - .•' _ ., - 20 1 1 2 2 3 4 4 5 19.2 4 S 12 5 9 14 7 14 20 9 18 27 ►' �:• 16 24 1 2 2 3 3 4 5 6 24 5 10 15 6 12 17 9 17 25 11 22 33 FOR STRAP - 3 8d COMMON NAILS ®EA. END OF STRAP 28 1 2 2 3 4 5 5 6 32 1 2 2 3 4 5 6 7 12 3 4 6 3 5 7 4 7 10 5 9 14 FOR TOENAILiNG - 5 8d COMMON NAILS. FOR C.J. TO R.R. - 11 16d COMMON NAILS ( FOR 5 PITCH ) 5/8" ANCHOR BOLT 0 32" O.C. FOR 1 STORY 36 2 2 3 4 4 6 7 8 5:12 16 3 6 8 3 6 9 5 9 14 6 12 18 5 8' ANCHOR BOLT 32" O.C. FOR 2 STORY 19.2 4 7 10 4 8 11 6 11 16 7 14 21 9 16d COMMON NAILS ( FOR 8 PITCH / 12 1 1 2 2 3 3 4 4 24 4 8 12 5 9 14 7 14 20 9 18 27 FOR C OF EA. PLATE TO PLATFORM ABOVE - 1 16d COMMON NAILS 916 O.C. 7/s-DIA THREADED ROD E1,/IDEDDED 12 1/2`•INSO CONCRETE W/•`SIIM1iPSON'•AT 16 1 1 2 2 3 4 4 5 1) MIN. 7" EMBEDMENT INTO CONCRETE CMoF1 STRENGTHPROXYADHESIVE:> 20 1 2 2 3 4 4 5 6 12 3 3 5 3 4 5 3 5 8 4 7 10 1 FOR TEMPS OF 40-F USE-SI11"sox'•Ar 16 3 4 6 3 5 7 4 7 10 5 9 13 AT STUD TO FLOOR ASSEMBLY TO STUD CONNECTION W/3" SQUARE WASHERS AND END NUT SETUP C MUH STRENGTH AC:mM1C ADHESIVE>- 19.2 24 1 2 2 3 4 5 6 7 7:12 ( ONLY APPLICIABLE FOR TWO STORY CONFIGURATiO"IS ) 28 2 2 3 3 4 5 6 8 1 . 3 5 7 3 6 8 4 8 12 5 10 15 2) ANCHOR NOTED HEREIN ARE TO BE USED FOR 32 2 2 3 4 5 6 7 8 24 3 6 9 4 7 10 5 10 15 7 13 19 FOR STRAP - 3 Sd COMMON NAILS 9 EA. END OF STRAP OR REPLACED BY HOLD DOWNS FOR SHEARWALLS. 36 2 2 3 4 5 7 8 9 12 3 3 4 3 3 4 3 4 6 3 5 8 FOR C OF EA. PLATE TO PLATFORM ABOVE - 1 0 C OF EA. PLATE TO .` 12 1 2 2 3 3 3 5 5 9;12 16 3 3 5 3 4 5 3 5 8 4 7 10 PLATFORM BELOW - 1 16d COMMON NAILS 0 16" O C 3)1 ANCHOR BOLT IS TO BE LOCATED BETWEEN 16 1 2 2 3 3 4 S 6 19.2 3 4 fi 3 4 6 3 6 9 4 8 12 6" MiN. TO 12 MAX. FROM ENDS OR CORNERS. 24 3 5 7 3 5 8 4 8 11 5 10 15 "sTKAPsox-fmoa oR 20 2 2 3 3 4 4 6 7 AT STUD TO FLOOR ASSEMBLY TO SILL PLATE ( S ) CONNECTION. 2-16d COMMON - " sulfip sow••PHD6 14AMC&6••6••O-C. 24 r. 24 2 2 2 4 4 5 7 8 12 3 3 3 3 3 3 3 3 5 3 4 6 ANCHOR BOLT SPECIFICATIO FOF R FULL LENGTH 28 2 2 3 3 4 5 8 16 3 3 4 3 3 4 3 4 6 3 5 8 FOR STRAP - 3 8d COMMON NAILS 0 EA. END OF STRAP GSTUD 12.12 32 2 2 3 4 5 6 9 - 19.2 3 3 4 3 3 5 3 5 7 3 6 9 FOR C OF EA. PLATE TO PLATFORM 36 2 3 4 4 5 6 - - 24 3 4 5 3 4 1 6 1 3 6 9 4 1 8 11 PLATFORM BELOW - 1 16d COMMON NAILS 016" O.C. - 1. - PRESCRIPTIVE LIMITS ARE BASED ON ASSUMPTIONS IN TABLE 3.4 1. - NAILING REQUIREMENTS SHALL BE PERMITTED TO BE REDUCED 25%IF NAILS ARE CLINCHED. 2 - TABULATED UPLIFT CONNECTION REQUIREMENTS ASSUME A BUILDING LOCATED IN EXPOSURE B. 2 -HEEL JOINT CONNECTION ARE NOT REQURED WHEN THE RIDGE IS SUPPORTED BY A LOADBEARNG WALT., AT STUD TO FLOOR ASSEMBLY TO SILL PLATE (S) CONNECTION 3. - TABULATED UPLIFT CONNECTION REQUIREMENTS ASSUME A ROOF AND COUNG ASSEMBLY DEAD LOAD OF HEADER, OR RIDGE BEAM DESIGNED TO RESIST THE APPUED LOADS. SLAB ON GRADE APPLICATION. 9 psf(o.sa x t5 psf= 9 sf. IF A GEEING ASSEM�Y IS NOT PRESENT OR IF THE GEEING ASSEMBLY IS 3. - W1iEN INTERMEDIATE SUPPORT OF THE RAFTER►S PROVIDED BY YERIICAL STRUTS OR PIAtUNS TO A NOT CONNECTED TO THE R ASSEMBLY, THE TABULATED NUMBER OF NAILS SHALL BE INCREASED BY AD NG WALL, THE TABULATED HEEL JOINT CONNECTION REQUIREMENTS SHALL BE PERMITTED TO Y FOR STRAP - 3 8d COMMON NAILS @ EA,END OF STRAP = ; : . " .'' '� FLYVUOOD SHEATHING _- 1 NAIL AT EACH END OF THE STRAP. TO BE REDUCED PROPO2TiONALLY TO THE REDUCTION IN SPAN. } 8d COlalON NAILS FOR C OF EA. PLATE TO PLATFORM BELOW - 1 16d COMMON NAILS 016" O.C. `":y::ate•. i' @ 6"O.C.EDGE&FIEF f.''•': 4. - MINIMUM ASTM A653 GRADE 33 STEEL STRAP. 4. -EQUIVALENT CONNECTIONS ARE REQUIRED FOR(FILING JOIST TO CEILING JOIST LAP SPLICES 5. -TABULATED HELL JOiNT CONNECTION REQUIREMENTS DO NOT INCLUDE THE ADDITIONAL WEIGHT OF THE CEILING Table 3.6A RIDGE TENSION STRAP CONNECTION REQUIREMENTS ASSEMBLY. LJ ENDWAI.L. FOR WiND - EXPOSURE B 6. -TABULATED HEEL JOINT CONNECTION REQUIREMENTS ASSUME CEILING JOISTS OR RAFTER TIES ARE LOCATED W AT THE BOTTOM OF THE ATTiC SPACE WHEN CEILING JOISTS OR RAFTER TIES ARE LOACTED HIGHER IN TIEm TYPICAL SECTIO DETAILS I HOLDDOCIN RIDGE TENSION STRAP RIDGE BOARD OR ATTIC SPACE, NO ATTIC STORAGE IS ASSUMED, AND THE TABULATED HEEL JOINT CONNECTION REQUIREMENTS U Z Q �- RIDGE BEAM SHALL BE INCREASED BY THE FOLLOWING FACTORS: I F- RAFTER �l�e/ � � J C 1/2 2 W L d 0 §SRR402.2 Concrete. 113 'S �T T 1/4 1.33 Q Concrete shall have a minimum specified compressive 2 Cn- sn�Sox"Hn4$ oR 1/6 '1.1 Q J p P -x4 coNTrrTuous �SHEAR)YALL SEG. DETAIL TMP. "su,.>psaN"PI016 Ino 1.11 J � strength shown in table RR402.2(1)Concrete subject IATERALBRACE DEAD LOAD ASSUMPTIONS: ROOF ASSEMBLY DL = 10 psf NOTE: LATERAL DEFLECTION OF THE RAFTER BELOW THE RAFTER 11ES MAY EXCEED 3/4 INCH WHEN RAFTER TIES AT 60 C. NOTE:ALL STRAPPING,ANCHORS,HO:.DOWNS¢ ARE LOCATED ABOVE ONE-THIRD OF THE RIDGE HEIGHT, H WHEN H GREATER THAN 2 FEET AND L LJ LLJ to weathering as indicated in table RR301.2(1) ADHESIVES TO HE DISTALLED AS PER THREE SECOND GUST WIND SPEED ' MANUFACTURERS SPECIFICATIONS. (mph) 85 90 100 110 120 130 140 150 MAY REQUIRE ADDITIONAL CONSIDERATION. W _ shall be air entrained as specified in table RR402.2. The maximun weight of fly ash,other pozzaland,silicia -n ►,I' fume,or slag that is incluided in concrete mixtures for garage floor TRUSS ORCETLTNGJOIST I0-H OLDO CO EC LIOIW ROOF PITCH ROOF SPAN NUMBER OF 8d COMMON NAILS or lOd BOX NAILS - (ft.} IN EACH END OF 1-1/4" STRAP.2.3.4,5.6,7 Table 3.10 ROOF SHEATHING ATTACHMENT REQUIREMENTSFOR WIND LOADS EXPOSURE B o (/ slabs and for exterior porches, carpot slabs,and steps that will -1oaNATLs If FLnvooD sHEATHIITG be exposed to deicing chemicals shall not exceed the percentage - sdcol�uVION E&FAILS O O __ @ 6"O.C.EDGE&FIELD T�Tp�{��,} 65 90 100 110 120 130 140 150 of the total weight of cementitious materials.Materials used � F-- 1 12 1 1 2 2 2 3 3 4 U Y Li•3 to produce concrete and testing there of shall comply with the SOLID BLOCKING 16 1 2 2 2 3 4 4 5 STRUCTURAL SHEATHING Q E F E F E F E F E F E F E F E F Q \ 20 2 2 2 3 4 4 5 6 1 O applicable standards listed in ACI 318. In GABLE END TRUSS 3:12 24 2 2 3 3 4 5 6 7 SHEATHING LOCATION ' RAFiER/TRUSSSPACING addition to the cements permitted by ACI 318, cement complying 5dCOOLER NAILS HOLDDOcaN 28 2 2 3 4 5 6 7 8 (Wcn12 ae.} NNMUYNAILSPAdNGFORpd0s.o.Q)MON NALSor,oaBoxNA®s < F- p� mehes,o.c. 32 2 3 3 4 5 7 8 9 36 _ INTERER ZONE 12 6 12 6 12 6 12 B 12 8 12 8 12 6 12 B 12 = U with ASTM C 1157 IS permitted. AT SI O-C. GYP BOARD ( / 12 j 1 1 2 2 2 3 3 16 6 12 6 12 s 12 6 12 6 12 6 12 6 12 6 12 U) V) ^-X4 BLOCK NAILED TO EACH 16 §RR403.1.4 Minimun depth.. BRACE WITH 4-1 Od NAILS 1 1 2 2 2 3 3 4 24 All exterior footings and foundation 2fl T 2 2 2 3 a 4 5 24 19.2 s ,z s 1z s ,2 s ,z s ,2 s 1z s ,2 s ,z extend below the frost line specified in Table RR301.2 1 all 5 d COOLER 4:12 24 2 2 2 3 3 4 $ 6 6 12 6 12 6 12 6 12 6 12 6 12 6 12s 6 12x 0 systems shallP ( ) NAILS �"0.C. 10sd SHEAR ALL SEG. DETAIL TMP. ° �$ 28 2 2 3 3 4 5 6 7 PERIMETER EDGE ZONE 12 6 12 6 12 6 12 6 12 6 12 6 12 6 6 6 6 exterior footing shall be place at least 12 inches (3051mm) bellow the NAILS 32 2 2 3 4 4 5 6 7 16 6 12 6 12 6 12 6 12 6 6 6 6 6' 6� 6' 6' 1!/4X200.A 2 6 12 6 12 6 12 6 6 63 6� 63 B. 1 6. 6' 4. 4. 12 1 1 1 1 2 2 2 3 24 6 12 6 12 6 6 6' 6� 6' 6' 6x 6' 4� 44 4� 4� undisturbed ground. STRAP NOS; 16 1 1 1 2 2 2 3 3 §RR404.1 Concrete and masonry foundation walls. 1-sHEATHNGAS PART OF SHSARWALL SEGI\=(SW S.) 20 1 1 2 2 2 3 3 4 LOUTGABLETBBLOCK A o< KE SS "'t" 6 6 6' 6' 6' 6' 6' 6' 4 4 44 44 - - - - ENDWALL WFIERE NOTED ON FLOOR PLAN,SHALL BE CONTINOUS FROM 5:12 24 1 2 2 2 3 3 4 5 GA9LE ENOWALL RAKE°r RAKE TRUSS Wth°ui , STUD28 1 2 2 3 3 4 5 5 LOOKOUT BLOCK 6 6 6 6 6 6 6 6 6 6 6y 6 6 6x 6 Bx foundation walls shall be selected and constructed in accordace with `ILLTOTOP PLATE ORADEQUATELY BLOCKEDATJOIITTS �$ \ 32 2 2 2 3 4 4 5 6 the provisions of this section or in accordance with ACI 318 or ACI \- 8d COMMON NAILS @ 6'O.C.EDGE&FIELD � INTERIOR ZONE 36 2 2 3 3 4 5 6 7 SHEATHING SIZE RAnERMUSS SPADING NUMBER OF Bd COMMON NAILS or 10d BOX NAILS ; ^_-HOLD DOWNS REQUIRED AT ALL 4 CORNERS OF STRUCTURE (io n'ax.) PER SUPPORT i 530/ASCE 5/TMS 402. 12 t t � 1 2 2 2 2 UNLESS OTHERWISE NOTED. �� 16 1 1 1 2 2 2 3 3 1x6 OR 1x8 S14EATHNG 12-19.2 2 1 2 11 2 11 2 11 2 11 z 11 2 11 2 I §RR404.4.6.1 GENERAL. Reinforcing steel shall meet the requirements CEILI G BRACT G GABLE E D ALL 3-SEECONSTRUCTION DETAIL'(NAILING AND S'IT2APPWO) ® PFl27T�rFZERZONE 20 1 1 2 2 2 3 3 4 LO DETAIL 4(HOLD DOWN CONN). 6:12 24 1 1 2 2 3 3 4 4 1x10 LARGER SHEATHING 12-19 2 3 3 3 3 311 3 3 11 of ASTM A 615, a 616, A 617 or 766 The minimun yield strength of G�BT_F A T"T" 28 1 2 2 2 3 4 4 5 E-NAIL SPACING AT PANEL ETxx:S(m.) `- ,• reinforcing steel shall be 40,000 psi (Grade 40) (276 MPO). Vertical t T✓D�E ZONE)- 32 2 2 2 3 3 4 5 5 111 r 10 -NAIL SPACING AT INTERMEDIATE SIIPPGRTS N THE PANEL FIELD(in) ♦LJ 1 • 36 2 2 2 3 4 4 5 6 Zr i.- FOR ROOF SHEATHING MT1HN 4 FEET OF THE PERIMETER EDGE OF RE ROOF,NCLUDINC 4 FEET ON EACH SIDE OF THE ROOF TEAK,THE 4 FOOT PERMET17t EDGE ZONE ATTACHMENT LO and horizontal wall reinforcements shall be place no closer to the 01 12 1 1 1 1 1 2 2 2 SHALL BE USED. outside face of the wall than ane-half the wall thickness. Steel ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS ^" 1 -0"O.C. I 1 2-0"O.C. 1 16 1 1 1 2 2 2 2 3 2-TABULATED 12 NCH QC.NAL SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRUSS FRAMING MEMBERS WITH G >.49. FOR FRAMING MEMBERS WITH 0.42 4; .49,THE NAIL U M TABLE R301.6 I I �- 20 1 1 2 2 2 3 3 3 SPACINGS SHALL BE REDUCED TO 5 INCHES O.C. LU � reinforcement for foundation walls shall have concrete cover In �,- 7:12 - 12:12 24 1 1 2 2 2 3 3 4 3.-TABULATED 6 NCH O.C.NAL SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRUSS FRAMING MEMBERS WITH G >-49- FOR FRAMING MEMBERS WITH 0.42 45-49,THE NAL E- N accordance with AC 318. STRUCTURAL MEMBER ALLOWAB ' 28 1 2 2 2 3 3 4 4 SPACINGS SHALL BE REDUCED TO 4 INCHES O.C. = Z O `l 32 2 2 2 3 3 4 4 5 4.-TABUATED 4 NCH O.C.NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRUSS FRAMING MEMBERS WITH G �&49. FOR FRAMING MEMBERS WITH 0.42<4j.49,THE NAIL U � � 1 SPACINGS SHALL BE REDUCED TO 3 INCHES 0.C- LIGHT FIXTURE REQUIREMENTS: RAFTERS HAVING SLOPES GREATER THAN 3 / 12 WITH L / 180 36 2 2 2 3 3 4 5 6 NO FINISHED CEILING ATTACHED TO RAFTERS -0°o C 112.O CARRIAGE BOLT(TET.) -0"O C 5 -TABULATED NAIL SPACINGS ASSUME A BUILDING LOCATED IN EXPOSURE B Q En O 1 �- WlWASHERR&NQT(TYP-) '. NOTABL�ATEDTED�NNCTION S FEET�I BUiLDINGENTS SCORNEALL RS PERMITTED TO 8E A MULTIPLIED BY 0.70 FOR FRAM'NG Table 3.11 WALL SHEATHING and CLADDING ATTACHMENT REQUIREMENTSFOR WIND LOADS LTJ � §E502.1.3 Recessed lighting fixtures.When installed in the building envelope, INTERIOR WALLS do PARTITIONS H / 180 -�pICAL BOLT PATTER FOR FLITCH PLATE 2 - TABULATED RIDGE CONNECTiON LOADS ASSUME A BUILDING LOCATED IN EXF`WE B. C00 recessed fixtures shall meet one of the followingrequirements: 3. - TABULATED CONNECTION REQUIREMENTS ARE BASED ON TOTAL UPLIFT MINUS 0.6 OF THE ROOF ASSEMBLY TWhFEE SECOOo GUST `� t0O 110 120 130 140 150 V C 9 FLOORS AND PLASTERED CEILINGS L / 360 (�) cr° DEAD LOAD(0.6 x 10 psf). W V 1. Type IC rated, manufactured with no penetrations between theinside of the 4. - TABULATED CONNECTION REQUIREMENTS ARE BASED ON A 12 INCH RIDGE STRAP SPACING FOR DIFFERENT STRUCTURAL SHEATHING N1 Y 04 ALL OTHER STRUCTURAL MEMBERS L / 240 NOTE: RIDGE STRAP SPACING, MULTIPLY THE TABULATED VALUES BY THE APPROPRIATE MULT6'LIEP BELOW E F E F E F E F E F E F E F E F �1' i -4- 0 recessed fixture andceiling cavity and sealed gaskeeted to prevent air leakage into the unconditioned space. EXTERIOR WALLS 'MTM PLASTER OR STUCCO FINISH L / 360 1. FOR GABLE ROOF 10 TO 45 PITCHES. RIDGE STRAP SPACING (in.) 12 16 19.2 24 1 48 SHEATHING LOCATION 1 STUD SPACING . CL RIDGE PLATFORll4 FRAI�RNG ONLY. MULTIPLIER 1.00 1.33 l.so 2 Hx) 4.00 NRt►IlY NAIL SPACING FOR`n COMNON)NAILS or Lod 80X NAILS oU 10 meh 2. Type IC or non-IC rated, installed inside a sealed box EXTERIOR WALLS - WIND LOADS a WITH BRITTLE FINISHES L / 240 2. SEE FASTENING CHEDULE A FOR NAILING INTERIOR ZONE 12 s z s s tz s ,z s ,z ,z s ,z s ,z constructed from a minimun 0.5-inch-thick (12.7mm) gypsum wallboard IN EA. ZONE. 5. - WHEN THE TABULATED NUMBER OF NAILS REQUIRED IN EACH END OF THE STRAP IS EQUAL TO 1 AND THE H- FRAMING IS ATTACHED IN ACCORDANCE WITH TABLE 3.1, THE RIDGE STRAP AND ADDITIONAL NAILING IS 16 6 12 6 12 6 12 6 12 6 12 6 12 6 12 1 6 12 or constructed from a preformed polymeric vapor barrier,or other EXTERIOR WALLS - WIND LOADS a WITH FLEXIBLE FINISHES L / 120 NOT REQUIRED. §RI2303-3 Bata-oonl water closet compartment 24 6 12 6 12 612 6 12 6 12 6 12 6 12 6 12 air-tight assembly manufactured for this purpose, while maintaining NOTE: L - SPAN LENGTH. H - SPAN HEIGHT and other simile rooms shall be provided 6. - WHEN A COLLAR TIE IS USED IN LEU OF A RIDES STRAP,THE NUMBER OF 10d COMMON NAILS REQUIRED with aggregate fazing area in windows IN EACH END OF THE COLLAR TE NEED NOT EXCEED THE TABULATED NUMBER OF 8d CCMINON NAILS IN A PERIMETER EDGE ZONE 1z 3 required clearances of not less than 0.5 inch (12.7) from 6 12 6 12 6 t2 6 12 6 12 6 ,2 6 ,z 6 ,2 of not less that 3 square feet (0.279 m2 , STEEL STRAP OR THE NUMBER OF 12d BOX NAILS IN EACH END OF THE COLLAR TIE NEED NOT EXCEED THE +' that 3 inches (76mm) from insulation material. a = THE W',ND LOAD SHALL BE PERMITTED TO q TABULATED I�UMB(R OF lOd BOX MALS IN A STEEL STRAP. i6 s 12 s i2 s t2 6 t2 6 t2 s 72 s tz s t2 one-half of wh h must be openabie. BE TAKEN AS 0.7 TIMES THE COMPONENT AND 7. - 1-1/4. 20 GAGE RIDGE STRAP SHALL BE OF ASTM A653 GRADE 33 STEEL OR EQUIVALENT. 24 s 12 s 1 12 11 s 1 12 s 1 12 11 s 1 12 6 ,2 6 12' CLADDING LOADS FOR THE PURPOSE OF THE 3. Type IC rated, in accordance with ASTM E 283 no more than 2.0 cubic DETERMINING DEFLECTION LIMITS HEREIN. EXCEPTION: Theglozed areas shall not be aoaRo s,EATrIiNG or LAP SIDING feet per minute (cfm) (0.944 L/s) air movement from the conditioned required where lrtificial light and a machanical SHEATHING SIZE RAFTER ACING ) space to the ceiling cavit .The lighting fixture shall be tested at ventilation systan area provided. the minimum (inches oa} NUMBER �PERSUPPORTS or Tod BOX NAILS (' p g y g g ventilation rates Ghall be 50 cfm(23.6L/s) for 1.57 psi (75 Pa) pressure difference and shall be labeled. TOP PLATE SPLICE REQUIItEMEN'I'S ATTIC SPACE. intermittent verilation air from the space 1x6 OR 1x8 SHEATHING 12-24 2 211 2 2 211 2 2 2 a FOR WIND=OSURES B&C shall be exhausXd directly to the outside. 1x10 LARGER SHEATHING 12-24 3 3 11 3 3 11 3 11 3 3 11 3 ONE STORY SLAB ON GRADE E-HAL SPACING AT PANEL EDGES(e.) BUII.DING IViII�T.SPLICE §R72303-6 Staway illulzlitlation. All interior F-NAL SPACING AT INTERMEDIATE SUPPORTS N THE PANEL FED Cm.) TABLE 402.2 and exterior strways shat{ be provided with DINUNSION LENGTH a means to illLn inate, the stairs, Including 1-- FOR WALL SHEATHING WM 4 FEET OF THE CNIERS,THE 4 FOOT PERM EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE USED. n C D MINIMUM SPECIED COMPRESSIVE STRENGH T OF CONCRETE TOP PLATE SPLICE LENGTH the landings an treads. Interior starways 2-TABULATED 12 INCH O.C.NAL SPACING ASSUMES SHEATHING ATTACHED STUD FRAMING MEMBERS WITH G 149. FOR FRAMING MEMBERS KITH DA2 <149,THE NAL SPACINGS SHALL � BE REDUCED TO 6 INCHES O.C. 12'-0" 2'-0" BLOCKING2BAYS shall be capobl of illuminating tread and �GJ l�N I F/ 16'-0" 3'-0" @ landings to lees not less than 1O foot 3 -FOR EXTERIOR PANEL SR1NG 6ALVAH2tD BOX NAILS SHALL BE PERMITTED TO BE SUBSTITUTED Fat COMMON NAILS �J �� 9C J BACK 4'-0"O C. 4:-TABULATED NAIL SPACINGS ASSUME A BUILDING LOCATED IN EXPOSURE B MINIMUN SPECIFIED 20'-0" 4'-0" candles (108 ixlmeasured at the center of TYPE OR LOCATIONS OF 24'-0" 4'-0" treads and lanngs. Exterior stairways COMPRESSIVE STRENGTH A(feshall be provide with on artificial light C O N N E C T 1 O N AND N A I L I N G SCHEDULE CONCRETE CONSTRUCTION28' '0�� j�'0�� '4p Weahering patentialb 32'-0" 6'-0" source located I the Tnmediate vicinity F A S T E N E R S DOUG-FIR LARCH /SO. PINE UPLIFT SPRUCE-PINE-FIR UPLIFT (S1 36'-0" 7'-0" of the top landHg of the stairway. ALLOWABLE LOADS 1.2 LOAD ALLOWABLE LOADS 1.2 LOAD Exterior stairwa providing access UPLIFT 40'-0" 1�', o" SECOND FLOOR. � P g AVERAGE TERAL YADi TERAL ""x" 9j 7 0� from the outsia grade level shall be provided TO TO TO ULT UPLIFT 133 160 8d x 1\ UPLIFT 133 160 8d x 1\ 501-01, 10'-01, MODEL RAFTERS PLATES STUDS NAILS NAILS with an artifici< Ili ht source located in the W g N0. Ga TRUSS (133) (160) F F (133 if<160 133 160 F F (133 d<160 F N Basement wall, foundations and other 60'-0" 12'-0" immediate vicir��y of the bottom landing 1 z ( ) ( ) 1 z <- 2,500 2,500 2,500c 7Q"-0" 14'-0" of the stairwo) H1 18 6-8d X 1\ 4-8d -- 1958 490 585 485 165 455 400 400 415 140 370 concrete not exposed to the weather 80'-0" 16'-0" Basement slabs and interior slabs on EXCEPTION: Anclrtificial light source is not required _- -_ --_ -_ -__ H2 18 5-8d 5-Bd 1040 335 335 335 230 230 230 Date: at the top anclaottom landing, provided an grade, except garage floor slabs 2,500 2,500 2,500c BLOCKING�BAYS artificial light -rce is located directly over H2.5 18 5-8d 5-8d -- 1300 415 415 150 150 415 365 365 130 130 365 BACK @4'-0"O.C. each stairway ection. 02.08.1 6 Basement wall, foundation wall, exterior wall TOP PLATE SPLICEREQiTD2II14ENTS H2.5A 18 5-8d 5-Bd -- 1793 600 600 110 110 480 520 535 110 110 480 Drawn By. FOR WIND F YPOSURES B&C H3 18 4-8d 4-8d -- 1433 455 455 125 160 415 320 320 105 140 290 D. B U R K 0 and other vertical concrete work exposed 2,500 3,000d 3,000d ALL OTHER CASES 1 - TABULATED SPLICE LENGTHS ASSUME TOP PLATE- TO - TOP PLATE CONNECTIONS USING 2 - 16D NAILS PER FT. Project #: t O the weather. H4 20 4-Sd 4-8d -- 1144 360 360 165 160 360 235 235 140 135 235 FOR SHDRTER SPLICE LENGTHS, THE NAILS SPACING Porches, carport slabs and steps BUMENSI MIN.LENGTH SHALL BE REDUCED IN ORDER TO PROVIDE EQUIVALENT FIRST FLOOR. 2015 RES P p DII�4aTSION LFNGT33 NUMBER Of NAILS. H5 18 4-8d 4-8d -- 1485 455 465 115 200 455 265 265 100 170 265 exposed to the weather,ond garage 2,500 3,000d,e 3,500d,e to floor slabs. 12 0" 3'-0" 2 - TABULATED SPLICE LENGTH ASSUME A BUILDING H5A 18 3-8d 3-8d --- 1500 350 420 115 180 290 245 245 100 120 170 16'-0" 4'-0" LOCATED IN EXPOSURE (B). H6 16 --- B-8d 8-8d 3983 915 950 650 --- --- 785 820 560 --- --- For S:U pound per square inch= 6.895 KPA. 201.01. 5'-0" Sheet: r 3 - TABULATED SPLICE LENGTHS ARE BASED ON 8 FT. H7 i6 4-Bd 2-Bd 8-8d 2991 930 985 400 --- --- 800 845 345 a.At 28 day psi. 28'-0 „ 7,- 0'0 „ WALL HEAI(�HTS FOR OTHER WALL HEIGHTS, (H) BLocxarG z BAYS b.See Table RR301.2(1) for weathering potential. 32'-0" 81.01. THE TABULATED UNIT LATERAL LOADS SHALL BE MULTIPLIED BACK @4'-0.O.C. H8 18 5-10d x 1 \ 5-10d x 1 -- 2422 620 745 -- --- --- 530 565 - --- --- c. Concrete in these locations that may be subject to freezing and 36'-0" 9'-0" BY H/8. H9KT 18 4-SDI x 1\ x 1 -- 2812 875 875 680 125 --- 755 755 680 125 --- thawing during construction shall be air-entrained in accordance 401.011 111-01. 4 - TOP PLATES SHALL BE MINIMUM OF STUD GRADE MATERIAL \ 5 o with footnote d. 501-0" 13'-0" H10 18 8-8d x t \8-8d x I --- 3135 905 990 585 525 --- 780 850 505 450 --- f 5 d.Concrete shall be air enirained.Totol air content (percent by volume 70"0" 191-011 SPLICI G OF TOP PLATE BLOCKI GATED ALL HIM 18 8-8d x 1 \8-8d x 1 -- 3135 905 990 585 525 --- 780 850 505 450 --- of concrete) shall not be less that 5 percent or more than 7 percent. 801'0" 22'-0" -- --- H10-2 18 6-10d 6-tOd 2447 760 760 455 395 655 655 390 340 e.See RR402.2 for minimum cement content H11Z 18 6-16d x 2 -16d x 2 -- 5097 830 830 525 760 --- 715 715 450 655 --- I