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HomeMy WebLinkAbout37693-Z Town of Southold Annex 12/23/2013 P.O. Box 1179 54375 Main Road Z~{p Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 36671 Date: 12/23/2013 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 375 Miriam Rd, Mattituck, SCTM 473889 Sec/Block/Lot: 99.4-30.1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated 11/26/2012 pursuant to which Building Permit No. 37693 dated 12/17/2012 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: ADDITIONS AND ALTERATIONS. INCLUDING COVERED FRONT PORCH AND DECK REPAIRS TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR The certificate is issued to Pappas Peter 2012 Trust (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 37693 06-26-2013 PLUMBERS CERTIFICATION DATED 12-02-2013 GENCO Autho ignat e TOWN OF SOUTHOLD BUILDING DEPARTMENT g TOWN CLERK'S OFFICE aSOUTHOLD, 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 37693 Date: 12/17/2012 Permission is hereby granted to: Pappas Peter 2012 Trust 1 Fairway Ct Upper Brookville, NY 11771 To: construct additions & alterations to an existing single family & install hot tub to code At premises located at: 375 Miriam Rd, Mattituck SCTM # 473889 Sec/Block/Lot # 99.-1-30.1 Pursuant to application dated 11/26/2012 and approved by the Building Inspector. To expire on 6/18/2014. Fees: SINGLE FAMILY DWELLING - ADDITION OR ALTERATION $1,224.00 SWIMMING POOLS - ABOVE-GROUND WITH REQUIRED FENCING $250.00 CO - ADDITION TO DWELLING $50.00 CO - SWIMMING POOL $50.00 Total: $1,574.00 / Building Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: I. 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 I . Certificate of Occupancy - New dwelling $50.00, Additions to dwelling $50.00, Alterations to dwelling $50.00, Swimming pool $50.00, Accessory building $50.00, Additions to accessory building $50.00, Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy - $.25 4. Updated Certificate of Occupancy - $50.00 5. Temporary Certificate of Occupancy - Residential $15.00, Commercial $15.00 Date. 3 New Construction: Old or Pre-existing Building: (check one) Location of Property: r 1 V l V( a j~e, House No. `Street Hamlet Owner or Owners of Property: rJ (v Suffolk County Tax Map No 1000, Section Block Lot Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: S 5q- Applicant Signatur rm~rz~ ~FFOLK Town Hall Annex Telephone (631) 765-1802 54375 Main Road g~ ? Fax (631) 765-9502 P.O. Box 1179 0 ~r Southold, NY 11971-0959 y~pr f roger. richertetown.southold.ny.us BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: John Pappas Address: 375 Miriam Rd City: Mattituck St: NY Zip: 11952 Building Permit 37693 Section: 99 Block: 1 Lot: 30.1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE contractor: DBA: STS Electric License No: 41857-me SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor X 1st Floor X Pod New Renovation X 2nd Floor X Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 57 Ceiling Fixtures 5 HID Fixtures Service 3 ph Hot Water GFCI Recpt 9 Wall Fixtures 18 Smoke Detectors 9 Main Panel A/C Condenser Single Recpt Recessed Fixtures 52 CO Detectors 3 Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances 2-dw Dryer Recpt 20a Emergency Fixtures Time Clocks Disconnect Switches 48 Twist Lock Exit Fixtures TVSS Other Equipment: 5-exhaust fans, 1-hydro massage tub Notes: Inspector Signature: ~YogP~ < Date: June 26 2013 Electrical Certificate.xis Pk.L_.S I ~ I I DEC 10 2013 I CERTIFICATION Date: Building Permit No. 1 U) Owner: C1C1 0 2~\ ca (Please pent) - Plumber: J£ Uj GC7 Saryf~ (Please print) O.3Dx 5(Dq TEfASEn) -4?i JZ6, >v y It 10 C) I certify that the solder used in the water supply system contains less than 2/10 of I% lead. t (Plumbers ' a u Sworn to before me this day of~ecen~, 20A:L, iHIMM Notar Pr ac - State of New York _ NU 01TH6088565 / allfieo in Suffolk Co my _ 4 zk" M• emission Expires Notary Public, L_County J ^ ~ OF SOUTyo6 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ F NDATION 2ND [ ] INSULATION [le;/FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL UGH) [ ] ELECTRICAL (FINAL) REMARKS: Zhu ' ,.,-L DATE D3 ~3 `3 INSPECTOR ` v f~ ~o~.~OF SDUTyo6 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECT ON [ ] FOUNDATION 1 ST [ vrio" PLBG. [ ] FO NDATION 2ND [ INSULATION [ FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FI AFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ FIRE RESISTANT PENETRATION [ ] ELECTRICAL (R UGH) [ ] ELECTRICAL (FINAL) REMARKS: Q- DATE INSPECTOR ~o~I OF SOl/Ty~6 n ~ TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) REMARKS: DATE Z t 3> INSPECTOR ~t 1-7 SOOr~9 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST ( ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION ( ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: 3 b 3 '3 A-3 G= , DATE / INSPECTOR IL 3 ~ ~o~~,oe souryo6 TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUG BG. [ ] FOUNDATION 2ND [ ] 1 LATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) Q,[ ] ELECTRICAL (FINAL) REMARKS: c s DATE INSPECTOR I ~3-a- *NAM TOWN OF S OLD DING DEPT. 765-1802 INSP ION [ ] FOUNDATION 1ST [ ] ROUGH PLBG~ i C ( ]FOUNDATION 2ND [ ]INS ION ( ] FRAMING / STRAPPING [ INAL ( ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: / P - a ci,3 DATE ` l~ INSPECTOR IZCHITECT MARK SCHWARTZ & ASSOCIATES 28495 Nhin Road • PO Box 933 • Cw('h,,giw, NY 11935 631 734.-4185 a~r~r.ml.narchitcct.com August 22, 2013 Southold Town Building Department D P.O. Box 1179 Main Road AN 2 3 2013 IR, Southold, New York 11971 BLDG. DEPT. TOWN OF SOUTHOLD Re: Additions and Alterations to: Pappas House 375 Miriam Road Mattituck, New York Permit # 37693 (SCI'M# 1000-99-01-30.1) To Whom This May Concern: I have been to the site during construction and reviewed the plumbing, insulation, framing and strapping. I hereby certify, to the best of my knowledge, the pressure test and plumbing, insulation, the basement framing, columns & footings and the overall strapping work has been completed as per plans and meets or exceeds NYS code requirements. Please call this office if you have any questions or require additional information. Very truly yours, . 'AR I4 jI I R 4 Mark Schwartz n4a FIELD N REPOICT DATE COMMENTS ~eroa FOUNDATION (1ST) FOUNDATION (2ND) v3 ~3 Chi o Ile D ROUGH FRAMING & PLUMBING ell J ~ ?O INSULATION PER N. Y. H STATE ENERGY CODE FINAL ADDITIONAL MMENTS a-7 N o 13 ti d o.- i a 2-9 -7 q D y3 i ~6 c( ~a,Y-J, (j u 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 FAX: (631) 765-9502 Survey SoutholdTown.NorthFork.net PERMIT NO. 3 76 l.3 Check Septic Form N.Y.S.D.E.C. Trustees D , C.O. Application Flood Permit Examined 1z// .20~ t yyyy~~ Single & Separate ` 4 AYR Storm-Water Assessment Form Contact: . Approved ~ 117 20 BLDG DEPT. / Z _ TOIfi~N 0~ SOUTHO! D Mail to: tv /t Disapproved a/c 2q r- PQ d o Expiration ,20~ Phone: 7? f Building Inspector APPLICATION FOR BUILDING PERMIT Date Z 20 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 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, a ent, architec engineer, general contractor, electrician, plumber or builder Name of owner of premises (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: .37s go,41-9 House Number Street mle County Tax Map No. 1000 Section ~7 / /q Block Q ( Lot 3 f7. Subdivision Filed Map No. Lot 2. State existing use and occupancy of prerm s and intended use and occupancy of proposed construction: a. Existing use and occupancy '/*v r'E ~f~/LJ/C u IZ b. Intended use and occupancy J 4/it~ 3. Wture of work (check which applicable): New Building VAddition P0J2 f 15*1~ Alteration Repair 2ffC_gS Removal Demolition Other Work M47 Ffor- TY-a (Description) 4. Estimated Cost Fee q (To be paid on filing this application) 5. If dwelling, number of dwelling units umber of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupanc , s ecify nature and extent of each type of use. 7. Dimensions of existing structut`es, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front S S R V Rear Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated r 4 0 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO~ 13. Will lot be re-graded? YES NOZWill excess fill be removed from premises? YES NO 14. Names of Owner of premises J0 4A, ~/°PHf Address Phone No. 9 174• odW 9 Name of Architect ftl rr/IYLTL Address Phone No 7J¢ ¢l ~f Name of Contractor (.,C- F , 094 j5k) Address Phone No. Z- $ r 94 Z 5- 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO - * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO * IF YES, PROVIDE A COPY. STATE OF NEW YORK) Notary Publ cl State of N New York SS: No. 01BU6185060 COUNTY 0F,(_K Qualified in Suffolk County Commission E)Vlras Ap,rA 14, 2_DC cif f f;?/(Ifi! being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract)) above named, (S)He is the (Contractor, gem orpor e 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. Sworn to before me this ~4 day ofNbV L>, 201 Q~ tn~ r~ u^ .Notary Public Signature of Applicant ° Town of Southold - Chapter 236 - Stormwater Management SWPPP - Storm Water Pollution Prevention Plan Assessment Form GENFRAf. INFORMATION: (All Requested Information is Required for a Complete Application) APPLICANT NAME: 0wner-A9*nt-Co %lba-Contractor"Other ICircle0m) ProperlY OWNER III Diffn*0 than Appikanti 0 S w.4,e grec J PA-1 P~4PP 7T c4, rraGv>: AddeaJ j.ryi,ep~ /N RO .4A x t 73 / J Falk TekW1.Mk9l~AA ~O Q~i9 Fisk ewk~ 7arclti a fih4o-e.^et E"t"'J wvfrSD~arfeYq~}~o.GVVN Pmpwty AtWr.va Brief DoCription of Coawadioa Activity, Proposd Stntrnaal BMP4 Sal e.GTAI. k 1000 0L Statoa BMPa, hrrct Scope and/or Sequrnce of CoM"-bm Activity v-Ti a.wsw a.r, w p"°~P°/'r'r"eOdr") lim ofC",raelor armorCwYad Parson Reywnsibl. For unphmenwlon a SWPPP. /V N1__L~00 _v0/?/t!r C, C--or C '06 T n.k / Fax t. E-MON. VO d J-e o cur Nam. of Pers"n R";,. ibleM Mallatlona Folemnn aFinabn ControlPnglu: cff-4 f !1a o! ni t"__w~~!oow- Telephone C Fax IF. Ir Mar} 'TO Area of AT / TW21 Area of laneC anrg Pr*,t ParMS: • / and" Grouts Dislwha"a: 0.0 f./Am) ISF.Ibul _ PmI.o Duration: O Sari End (Mtldpated) I/ Z O~ i Date: Z Z Dme: O ~D ow.) Will this Project Disturbs live (5) or More Acres at Q E0 Any One Time During the Proposed Development 7 Yes No IrYES:Pleas.Answe,t Followlrgl a. Does the Applicant have a Qualified Inspector On 0 EEI Staff To Conduct the ReAuired Inspections ? Yes No b. Does the SWPPP Indicate How Frequently the Site 0 M Lnt Ih. NAMES or des"ipaon.l all Pohnaalty Imparted WA.e dies arMr" Wraa"h: Inspections will Occur and for What Period of Time 7 Yes No 0 " IF, c. Does' the SWPPP Adequately Identify All Temporary Q FV1 _ ardlor Permanent Sal Sfabalization Measures 7 Yes No d. Does the SWPPP Adequately Identify aComplete Q Project Phasing Plan 7 Yes No Sawa .1 "P-led W.Mtr.ty. TMUL, ari(d) usted, hnpaaed_) e. Does the SWPPP Indicate Addifional Site Specific O Practices that Will be Utilized to Protect Water Quality? Yes No I. Has the Applicant Submitted a Completed DEC Notice Typ..l Imp.ead wm,rhody: ply ba,, er..x, say, P.nd, so.rrd, FreshwNerw,tland_) Of Intent and SWPPP Acceptance Form for Review 0 F--~] by the Tam of Southold 7 Yes No SI ATF. OF NRW YORK, ' COUNTY OF...l~ FF0( K gg N:at v. Public, State of NeW York No. 01BU8185050 ,/,y .3ual4led m Suffolk Coun That I . /Ia4edl fit tl~f 4L!~[~.~..5 bfeing duly sworn, deposes and f141f4?frlp9pi1Md4~{0~ And that he/she is the l _ _ (Owner. CaMxb. OAker.elyµ. _ Owner and/or represcotative of the Owner or Owners, and is duly authorized 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 herewith. Swom toJ before me this; y if dayof.- C.~/.-...._ .201D- J-N Notary Public ...~:.LYat P.._...... ~ i 1 -C - tsiyl e of SWPPP Assessment FORM: 03-12 ~o~~OF Slyityo6 Town Hall Annex Telephone (631) 765-1802 i 54375 Main Road 41 ~gt~ (631)) 7~q.9~p~ P.O.13ox 1179 rOSler richertlti2[01M1 SoUUWIq nV US Southold, NY 11971-0959 BURRING DEPARTMENT TOWN OF SOUTHOI D APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY:2~-k2 Date: 2-1 Company Name: s L Name: I License No.: Address: _ 2 P c Lnhal / Z j I fl 13 Phone No.: _ 2 q I- ilqg G JOBSITE INFORMATION: (*Indicates required information) II *Name: 126 *Address: wl L li Z *Cross Street. 'fin I P ~r *Phone No.: - 35(O -q(691 Permit No.: ~ (O Tax Map District: 1000 Section: Block: n1 Lot: .30 , / *BRIEF DESCRIPTION OF WORK (Please Print Clearly) RP /)0oAb0Y /uZoo C n ~OmD y /YlR_ /1P c~ Cal 21 (Please Circle All That Apply) *Is job ready for inspection: ~ NO ~ Rough In Final *Do you need a Temp Certificate: YES NO Temp IMormation (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 8244equest for Inspection Form f TOWN OF SOUTHOLD PIOPERTY RECORD CARD OWNER STREET VILLAGE DISTRICT SUB. LOT 3 FORMERR OWNER N E ACREAGE W TYPE OF BUILDING RES. 3~~ SEAS. VL. FARM COMM. I IN D. I CB. I MISC. I Est. Mkt. Value LAND IMP. TOTAL DATE REMARKS C3, j ~'ca c-> Soo ~ ~ S6 AGE BUILDING CONDITION NEW NORMAL BELOW ABOVE FRONTAGE ON WATER Farm Acre Value Per Acre Value FRONTAGE ON ROAD Jr o r ~Q Q°- ArOv Tillable I BULKHEAD Tillable 2 NrC V/-2 U/ 0~ Oh ?Q vH C4. Tillable 3 ~ePTf1 acD , Woodland Swampland Brushland House Plot Total / c c - 3C1. -TOWN OF SOUTHOLD PROPERTY . RECORD CARS . 3~ OWNER STREET VILLAGE DISTRICT SUB. LOT 3 C) 3 FORMER OWN R `n N E ACREAGE , vtr, .1`i s Q f uN- ~8U 17 S W TYPE OF BUILDING RES. SEAS. VL. / FARM COMM. I IND. I CB.' MISC. Est. Mkt. Value c LAND IMP. TOTAL DATE REMARKS 13} r- 3 Z LZ'fe%! ~SOri l)a w~ :_,rfaf~; TO K ver~'v~7`;J i o" oa~tNor' 4710 S~D G Sd G 6 7Y ~l p -C I-4t P 4 a li - c a5 o8~sa- TTG~ ~ Ps ao))-7 ;LOVE nA i U ING OND T ON ? z NEW , %LLL BELOW rl BOVE FRONTAGE ON WATER Ono Farm Acre Value Per Acre Value FRONTAGE ON ROAD Tillable I BULKHEAD Tillable 2 -DOCK Tillable 3 UC'r•i r GUS Woodland Swampland 2_ Brushland ~C ^Ynrst,o„vL~ House Plot Total ~ I I i i LH- I I Sf I - a,z I. 1 T I ~ I ~ ~1N F_ .4 io Id~. Z'~ x 3 = Foundation C Bath ao x_ zo I~F$S 'Sao 8f8 r` gens~ r.3~ = G 48 _ j x.75 11r-3 Ca Basement Floors \ s r g x 19 Z ,te i n x 1pU~ ` 50~ aI Z~~ Ext. Walls - j1p i<. tl Interior Finish 5 - - aension Fire Place Heat - -1 r ' i Porch Roof Type Porch - Rooms 1st Floor eezeway Patio Rooms 2nd Floor Z( Dr gage Driveway Dormer aJ Y, 3 e f'7! - p ~ 't R' MAP. OF - ~ ~ % ~ Mufl ° at y CAPTAIN KIDD ESTATES AT % d 'N t t MATTITUOK INLET TOWN OF SOUTHOLO. ar yS:Q 5UFFOLK,6a, N. 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NoufE ¢ CAR46i ~n M1 # 9L o 100 a o *a ~ N PR•dPo sen % GbR2.titERS o rr.l s v DZ a d Wh , b •H Y m o d d Tn I ~ RoPoSED J x ~ a o b > m..b 93 IS1 \ eoF o N b 1 J p \ °O 3 N o w \ \ C ? DWELL/NG 4 _ v e _ JI 2 R $ k2 .•11 33 u a all _~a.. 14 o ~3 0 `J ~ V1 C.P.. I' 7 tzO. I EL•JQO - EL•24, S, 52000,w 25748 S,52°OO,W,, /00. 0, wATaTC RAIN •'v, Opp ELe 10A2 M/R/AM EL<24,0 ROAD , s Ji ABM. k SURVEYS:FOR SUFFOLK COUNTY Cr' I FXTH SERVICF: - PETER PAPPAS &ANDREA PAPPAS LOTS. 308 31, "CAPTAIN KIDD ESTATES" AUG. 14, 1984 FOR AT M.ATTITU.CK DATE MAR. 10, 1983 TOWN OF SOUTHQLD SCALE: I"= 30' DATE SUFF~LR COUNTY, NEW FORK NO.. , 83- 138 M WMU TN I OR ADDITION TO THIS [0TION[11'sECTOM10N 7209 OF THE ,,,...y..a:.,., /~PPROVED__„_ SURVE~Y}}-7 'ZVIOLAALT NEW YORK 0ATE EDUCATION LAN .NCOPIE OII(TNIS SUIIVE'/I•NOT KAR 0 THE LANG E;~f SURYE R' ;~INKED SEAL R EMBOSS 0 SEAL SHALL Tk% W. y NOT B[ OMJi WEREO TO B A VALID RUE COPY o'k . Cw C' MGUAR MT{FE L RUN ONLY TD f0 11'FjfQjj{fOR INOI GI WNO TEO T ' E SURVEY REON lMTA IIS PREPARED HEALTH DEPARTMENT-DATA FOR APPROU4L TO CONSTRUC THE pan C T .AMO I1 iki* HALr TMO TyL TITLE COMPANY, GOVERN- V•'o S' N NEAREST WA}~ MA1: ML I *SOURCE Of WATER- FRIWTE PUBLIC ? MENTAL:A NCY AND LEN6N1G INSTITUTION LISTED N SUFF CO. TAl(MAP DItITTCQQ~SEC TION .099 HACK 4L LOT~se 30 ."ERTQryI AN , TO. THE ASS a[$ OF THE LENDING M f Alt MTHERE ARE A0 DWE~UNSS WITHIN 100 FEET OF THIS PROPERTY INSTI'fUTI r GUARANTEEE NOT 'TRANSFERABLE OTHER THAN THOSE SHOWN HEREON. TO AM711 NAL INSTITUTI i OR SUBSEQUENT ` M THE WATER {UPPLY AM SEWAGE DISPOSAL SYSTEM FOR THIS RESIDENCE OWN FjRS q E., . N DIfTAMtEr SI,IOWN HER ON FROM ,PROPERTY LINES WILL CONFORM' TO THE STAMDAROS Of THE SUFFOLK COUNTY DEPARTMENT G< STRUCTURE OF HEALTH SERVICES.' C PoR;A SPECIFIC .yA. I^.,, c••; %,~i.~ ' TOEKIfYIM M APPLICANT - PURPOSE AND ARE NOT j0 BE USED TO ESTABLISH S/ PROPERTY y1NE5 OR FOR THE ERECTION Of FENCES L 1G OY ! `rr'I^ ADDRESS ' TEL. 400 YOUNG a YOUNG RIV ER AVENUE IVERFEAD, NEW YORK 0•MONUMfNT' jJ••STAK! SUBDIVISION MAP FILED INTHEOFFICEOFTHE CLERK OFSUFFOLK COUNTY ALO N W. YOUNG, PROFESSIONAL ENGINEER ON JAN. 19, 1949 AS FILE NO 1872 - AND AND ND W. YOUNG, SURVEYOR N LAND N.Y.S. LICENSE NO. 12845 SURVEYOR THE LOGrKBI bF W0.LSw),fEPTIC rAMKlfT1B cEffwotifal f HOW AD W. YOUNG, LAND SURVEYOR N ME FROM FIELD ONERMITIOMf ANO OR DATA OBTAINED fROMI OTHERS N ;Y. LICENSE NO.45893 BRANDIS 6 SONS, INC. 1818 t. REScheck Software Version 4.4.4 Compliance Certificate AUG 26 ui 2013 !ice, Project Title: L-______ Energy Code: 2010 New York Energy Conservation - Location: Suffolk County, New York Construction Type: Single Family Project Type: New Construction Conditioned Floor Area: 0 ft2 Glazing Area Percentage: 16•/g Heating Degree Days: 5750 Climate Zone: 4 Permit Date: Construction Site: Owner/Agent: Designer/Contractor: Pappas House Mark Schwartz, Architect 375 Miriam Road P.O. Box 933 New York, NY Cutchogue, NY 11935 631-734.4185 mksarchitect@optonline.net Compliance: Passes using LIA .trade-off 14.3% Better Than Code Maximum UA: 56 Your UA: 48 The %Befter or Wore Than Cale Index reMeds how does, to compliance Me house Is based on cade bade-of rulas. It DOES NOT provide an estimate a energy use or cast relalhe to a minimum-oode hone. Envelope Assemblies Gross Glazing Assembly Area or avity Cont. or Door ILIA Wall 1: Wood Frame, 16" o.c. 426 19.0 0.0 21 • Window 1: Wood Frame:Double Pane with Low-E 69 0.300 21 SHGC: 0.00 Ceiling 1: Flat Ceiling or Scissor Truss 21 30.0 0.0 1 Ceiling 2: Cathedral Ceiling 135 30.0 0.0 5 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 et the 2010 N York Energy Conservation Construction Code requirements in REScheck V on 4.4.4 and to comply with the mandatoryle uir lists REScheck Inspection Checklist. Name - Title Signature SGf Date \ Y f.T> ~1 '4, t 1 t' F ~ Project Title: Report 08/23/13 Data filename: C:\Users\Drafting Station\DocumentS\RESCheck\pappas.rck Pagel of 1 ~dzr0- ~atr0- 8 3,- d - 17, 13 ~~s~ssok a provtdod as follows: SECTION 1905 -CONCRETE QUALITY, MIXING AND PLACING SECTION 1905,6,5 LOW-STRENGTH TEST RESULTS. THE INVESTIGATION OF LOW-9TRENGTH TEST RESULTS SECTION 1901- DETAIL5 OF 10'1- DETAILS OF REINFORCEMENT SECTION 1901.12 PRECAST CONCRETE (MANUFACTURED UNDER PLANT CONTROL CONDITIONS). THE 216.12 - Reinforcement shall be provided as MINIMUM CONCRETE COVER FOR REINFORCEMENT IN PRECAST CONCRETE MANUFACTURED UNDER (a) Vertical reinforcement of at least 0.20 sql least 0.20 square Inch (129 mm2 ) In crop ctlonal SHALL BE IN ACCORDANCE WITH THE PROVISIONS OF SECTION 1905.6.5.1 THROUGH SECTION 707.1 HOOKS. STANDARD HOOKS ON REINFORCING BARS USED IN CONCRETE CONSTRUCTION PLANT CONTROL CONDITIONS SHALL COMPLY WITH ACI 318, SECTION 1.12 area shall be provided contlruouely from supp iouely from support to support at each corner, at each side 5£CTlm 119Q6.1 GENERAL. THE REQUIRED STRENGTH AND DURABILITY OF CONCRETE SHALL BE 1905,615.51 SECTION 19O1I HOOKS. STAN MPLY WITH ACI 316, SECTION I.I. of each opening and at the ends of walls. The do of walls. The continuous verllcal bar required beside an DETERMINED BY COMPLIANCE WITH THE PROPORTIONING, TESTING, MIXING AND PLACING SHALL COMPLY WITH ACI 316 SECTION 1901.13 PRESTRESSED CONCRETE. THE MINIMUM CONCRETE COVER FOR REINFORCEMENT opening is permitted to substitute for one or Lute For one of the two No. 5 bers required by 2216.6.5. PROVI510N5 OF SECTION 1905.1.1 THROUGH SECTION 1905.13. SECTION 1905.6,6,1 PRECAUTION. IF ANY STRENGTH TEST (SEE SECTION 1905.6,2.4) OF LABORATORY- CURED CYLINDERS FALLS BELOW THE SPECIFIED VALUE OF F'C BY MORE THAN 500 FBI (3.45 MPA) SECTION 1901.2 MINIMUM BEN Q12 MINIMUM BEND DIAMETERS. MINIMUM REINFORCEMENT BEND DIAMETER8 UTILIZED IN IN PRESTRESSED CONCRETE SHALL COMPLY WITH ACI 318, SECTION 1.1.3. (b) Horizolmal reinforcement at least 0.20 squ least 0.20 square Inch (129 m4 ) In cross-sectional SECTION 1905.1 .1 STRENGTH. CONCRETE SHALL BE PROPORTIONED TO PROVIDE AN AVERAGE (SEE SECTION 1905,6,3,3, ITEM 2), OR IF TESTS OF FIELD-CURED CYLINDERS INDICATE DEFICIENCIES IN CONCRETE CONSTRUCTION 6 Z CONSTRUCTION SHALL COMPLY WITH ACI 318, SECTION 1.2. area shall be provided: SECTION 1901.1.4 BUNDLED BARS. THE MINIMUM CONCRETE COVER FOR BUNDLED BARS SHALL Continuously at structurally connected roar an laded roof and floor levels and at the top of walls: COMPRESSIVE STRENGTH A8 PRECRIBED IN SECTION 190 6.3, AS WELL AS SATISFY THE DURABILITY PROTECTION AND CURING (SEE SECTION 1905,6,4,4), STEPS SHALL BE TAKEN TO ASSURE THAT T'HE SECTION 19oT.3 BENDING. TF 30].3 BENDING. THE BENDING OF REINFORCEMENT SHALL COMPLY WITH SECTION 19013.1 AND COMPLY WITH ACI 318, SECTION 11.4. At the bottom of load-bearing walls or In the walls or In the top of foundations where doweled to the CRITERIA OF SECTION 1904. CONCRETE SHALL BE PRODUCED TO MINIMIZE FREQUENCY of STRENGTHS LOAD-CARRYING CAPACITY OF THE STRUCTURE 16 NOT JEOPARDIZED, SECTION 1901,3,2 30113121 wall, and BELOW F'C AS PRESCRIBED IN SECTION 1905,6,33, FOR CONCRETE DESIGNED AND CONSTRUCTED IN SECTION 1901.1.5 CORROSIVE ENVIRONMENTS. IN CORRO51YE ENVIRONMENTS OR OTHER SEVERE At a maximum spacing of 120 Inches (3048 mm: :has 1'3046 mm). ACCORDANCE WITH THIS CHAPTER, F'C SHALL NOT BE LESS THAN 2,500 PSI (11,22 MPA). SECTION 1905.6.6.2 CORE TESTS, IF THE LIKELIHOOD OF LOW-STRENGTH CONCRETE 19 CONFIRMFID AMC) CALCULATIONS INDICATE THAT LOAD-CARRYING CAPACITY 15 SIGNIFICANTLY REDUCED, SECTION 1901.3.1 COLD BENL 301.3.1 COLD BENDING. REINFORCEMENT SHALL BE SENT COLD, UNLESS OTHERWISE EXPOSURE CONDITIONS THE AMOUNT OF CONCRETE PROTECTION SHALL BE SUITABLY INCREASED, Reinforcement at the top and bottom of ope 7 BY THE REGISTERED DE610M PROFESSIONAL. AND THE DENSENESS AND NONFOROSITY OF THE PROTECTING CONCRETE SHALL BE CONSIDERED, maximum spacing specRled In Item 3 above, sl oottom of openings, where used in determining the am 3 above, shall be continuous In the wall. STRENGTH TEST MORE THAN PERMITTED BY THE REGISTE SECTION 1906,1.2 CYLINDER TESTS. REQUIREMENTS FOR F'C 614ALL BE BASED ON TESTS OF CYLINDERS TESTS ORN S DRILLED CASES, THREE CORER HALL QBE TAKEN UESTION IN ACCORDANCE FOR EACH WITH OR OTHER PROTECTION SHALL BE PROVIDED. 1908.1.15 ACI 318, Section 22.10. MADE AND TESTED AS PRESCRIBED IN SECTION 1905,63, 500 P61 (3.45 MPA) BELOW THE SPECIFIED VALUE OF Ft. SECTION 1901.3.2 EMBEPPEE 301.3.2 EMBEDDED REINFORCEMENT. REINFORCEMENT PARTIALLY EMBEDDED IN CONCRETE Delete ACI 318, Section 22.10, and replace wil and replace with the following: T BE FIELD SENT, EXCEPT AS SHOWN ON THE CONSTRUCTION DOCUMENTS OR PERMITTED BY SECTION 1901.1.6 FUTURE EXTENSIONS. EXPOSED REINFORCEMENT, INSERTS AND PLATES INTENDED 22.10 - Plain concrete In structures assigned 1, Jres assigned to Selemlc Deslen Category C, P. E or F. SECTION 1905.L3 BASIS OF F'0. UNLF58 OTHERWISE SPECIFIED, FC SHALL BE BASED ON 28-DAY SHALL NOT BE FIELD BENT, F (I UNDERt THE REGISTERED DESIGN PT 7TERED DESIGN PROFESSIONAL. FOR BONDING WITH FUTURE EXTENSIONS SHALL BE PROTECTED FROM CORROSION. 2110.1 - Structures assigned to sefsmfc Deslgl elements or structural plain concrete, except Selertllc Design Category C. D, E or F shall not have crate, except as follows: TESTS, IF OTHER THAN 28 DAYS, TEST AGE FOR Ft SHALL BE AS INDICATED IN CONSTRUCTION SSECTION ERVICE ISOS.b,S,S CONDITION OF GRE$, IF CONCRETE IN OGRE HAG OBE AIR DRIED AT T MTHE STRUCTURE QURE BETWEEN 60 PRY DOCUMENTS, 60 F (21 O) AND RELATIVE HUMIDITY LESS THAN 60 PERCENT FOR SEVEN DAYS BEFORE TESTING SECTION 19014 SURFACE C( 501.4 SURFACE CONDITIONS OF REINFORCEMENT. THE SURFACE CONDITIONS OF SECTION 1901.1.1 FIRE PROTECTION. WHEN T14I6 CODE REQUIRES A T14ICKNE55 OF COVER FOR FIRE Structural plain concrete basement, foundation lent, foundation or other walls below the base are ',EMENT SHALL COMPLY WITH THE PROVISIONS OF SECTION 1901A.I THROUGH SECTION 1901,441. PROTECTION GREATER THAN THE MINIMUM CONCRETE COVER SPECIFIED IN SECTION 19010, SUCH permitted in detached one- and two-famlly dw d two-famlly dwellings throe stories or less In height SECTION 1906dA LIGHTWEIGHT AGGREGATE CONCRETE. WHERE DEIGN CRITERIA IN ACI 318, SECTION AND SMALL BE TESTED DRY. IF CONCRETE IN THE STRUCTURE WILL BE MORE THAN SUPERFICIALLY WET REINFORCEMENT SHALL GOT GREATER THICKNESS SHALL BE USED, constructed with stud-beelre walls. In dwellln; walls. In dwellinge assigned to 601ew10 Design Category D 15.2.3, SECTION 11.2 AND SECTION 12.2.4, PROVIDE FOR USE OF A SPLITTING TENSILE STRENGTH VALUE UNDER SERVICE CONDITIONS, CORE SHALL BE IMMERSED IN WATER FOR AT LEAST 40 HOURS AND 901.4.1 COATINGS. AT THE TIME CONCRETE IS PLACED, REINFORCEMENT SHALL BE FREE or r, tht gVight of the wall shall not exceed ill not exceed 8 feet (2438 mm the thicknem shall not C T OF CONCRETE (POT), LABORATORY TESTS 614ALL BE MADE IN ACCORDANCE WITH A8TM C 330 TO BE TESTED WET. SECTION FROM 19MUD,01.4 OIL .1 1 THER COATINGS. ESTABLISH THE VALUE OF FCT CORRESPONDING TO THE SPECIFIED VALUE OF F'C. OIL OR OTHER NONMETALLIC COATINGS THAT DECREASE BOND. EPOXY COATINGS OF SECTION 1501.5 SPECIAL REINFORCEMENT DETAILS FOR COLUMNS. OFFSET BENT LONGITUDINAL be INFORCEMENT IN ACCORDANCE WITH ACI 318, SECTION 3.53.1 AND SECTION 3.5.3.8 IS BARS IN COLUMNS AND LOAD TRANSFER IN STRUCTURAL STEEL CORES OF COMPOSITE lees thA I/2 Inches 090 mm), and the wall sha Ind the wall shall retain no more than 4 feet (1219 am) SECTION 1905.6.5.4 TEST RFSULTS, CONCRETE IN AN AREA REPRESENTED BY CORE TESTS SHALL BE STEEL REINFORCEMENT IN A D. COMPRESSION MEMBERS SHALL COMPLY WITH THE PROVISIONS OF ACI 310, 6EOTION 1.8. of urlbalancad fill. Walls shall have rainrorcerm eve reinforcement In accordance with 22.6.6.5. o SECTION 1905,1.5 FIELD ACCEPTANCE, SPLITTING TENSILE STRENGTH TESTS 6HALL NOT BE USED AS A CONSIDERED STRUCTURALLY ADEQUATE IF THE AVERAGE OF THREE CORES 15 EQUAL TO AT LEAST S5 PERMITTED. BASIS FOR FIELD ACCEPTANCE OF CONCRETE. PERCENT OF F'C AND IF NO SINGLE CORE 18 LESS THAN 16 PERCENT OF PC. ADDITIONAL TESTING OF CORES EXTRACTED FROM LOCATIONS REPRESENTED BY ERRATIC CORE STRENGTH RESULTS 16 SECTION 1901.4,2 RUST OR T 901.4.2 RUST OR MILL SCALE. EXCEPT FOR PRESTRESSING TENDONS, STEEL REINFORCEMENT SECTION IWIS CONNECTIONS. CONNECTIONS BETWEEN CONCRETE FRAMING MEMBERS SHALL Isolated rooting: of plain concrete supporun ;rate supporting pedestals or columns are parmlttad, MILL SCALE OR A COMBINATION OF BOTH, SHALL BE CONSIDERED SATISFACTORY, COMPLY WITH THE PROVISIONS OF ACI 315, SECTION 15. provided the projection or the footing bay, is footing beyond the face of the supported member thickness. SECTION 1905.2 SELECTION OF CONCRETE PROPORTIONS, CONCRETE PROPORTIONS SHALL BF PERMITTED. WITH RUST, MILL SCALE OR, DETERMINED IN ACCORDANCE WITH THE PROVISIONS OF SECTION 1905.2.1 THROUGH SECTION 1905.2.3. PROVIDED THE MINIMUM DR D THE MINIMUM DIMENSIONS, INCLUDING HFIGHT OF DEFORMATIONS AND WEIGHT OF A HAND- dose not exceed the footing thickness. SHED TEST SPECIMEN, COMPLY WITH APPLICABLE ASTM SPECIFICATIONS. SEE SECTION SECTION 1901.10 LATERAL REINFORCEMENT FOR COMPRESSION MEMBERS. LATERAL SECTION 1905,6,5.5 STRENGTH EVALUATION. IF THE CRITERIA OF SECTION 1905.6.5.4 ARE NOT MET AND WIRE-BRUSHED TEST SPECIh REINFORCEMENT FOR CONCRETE COMPRESSION MEMBERS SHALL COMPLY WITH THE PROVISIONS EXCepl.lan: In detached one- and two-famlly d nd two-famlly dwellings three stories or lase In height, the SECTION 1905.21 GENERAL PROPORTIONS OF MATERIALS FOR CONCRETE 54ALL BE ESTABLISHED TO IF THE STRUCTURAL ADEQUACY REMAINS IN DOUBT, THE CODE ENFORCEMENT OFFICIAL IS PERMITTED 150315. OF AC[ 310, SECTION 1.10. projection of the footing beyond the Face e ord the Face of the supported member is permitted to PROVIDE: TO ORDER A STRENGTH EVACUATION IN ACCORDANCE WITH ACI 318, CHAPTER 20, FOR THE QUESTIONABLE PORTION OF THE STRUCTURE OR TAKE OTHER APPROPRIATE ACTION- SECTION 1901.4.3 PRESTREE 1901.4.3 PRESTRESSING TENDONS. PRESTRESSING TENDONS SHALL BE CLEAN AND FREE OF exceenj thg footing thlckne:e. SCALE, PITTING AND EXCESSIVE RUST. A LIGHT COATING OF RUST 15 PERMITTED. SECTION 1901,11 LATERAL REINFORCEMENT FOR FLEXURAL MEMBERS. LATERAL REINFORCEMENT . 1. WORKABILITY AND CONSISTENCY TO PERMIT CONCRETE TO BE WORKED READILY INTO FORMS AND OIL, DIRT, SCALE, PITTING A AROUND REINFORCEMENT UNDER THE CONDITIONS OF PLACEMENT TO BE EMPLOYED, WITHOUT SECTION 19051 PREPARATION OF EQUIPMENT AND PLACE OF DEPOSIT. PREPARATION BEFORE FOR COMPRESSION REINFORCEMENT IN CONCRETE FLEXURAL MEMBERS SHALL COMPLY WITH THE Plain concrete footings supporting walls are p rung walls are permitted, provided the Footings have at al reinforcing bars. Bare shall not be smaller than No. 4 and SEGREGATION OR EXCESSIVE BLEEDING, CONCRETE PLACEMENT 6HALL INCLUDE THE FOLLOWING: SECTION 1901,6 PLACING RI COMPLY WITH THE PROVISI( 501.5 PLACING REINFORCEMENT. THE PLACEMENT OF CONCRETE REINFORCEMENT SHALL PROV161ONS OF ACI 316, SECTION 111, least two aontInuous longitudinal reinforcing I: WITH THE PROVISIONS OF SECTION 1901.5.1 THROUGH SECTION 501.5.4, shall have a total area of not lees than 0.002 am than 0.002 times the gram woes-sectional area or the SECTION 1901,12 SHRINKAGE AND TEMPERATURE REINFORCEMENT. REINFORCEMENT FOR SHRINKAGE foot) For footings that exceed 8 Inches C sad 8 Inches (203 mm) In thickness, a minimim of one bar 2. RESISTANCE TO SPECIAL EXPOSURES A6 REQUIRED BY SECTION 1904. 1. EQUIPMENT FOR MIXING AND TRANSPORTING CONCRETE SHALL BE CLEAN. SECTION MOTS.] SUPPORT. 1901.5.1 SUPPORT. REINFORCEMENT, PRESTRESSING TENDONS, AND DUCTS SHALL BE AND TEMPERATURE STRESSES IN CONCRETE MEMBERS SHALL COMPLY WITH THE PROVISIONS OF shall prgf lded at the top and bottom of and bottom of the footing. Contlnulty of roinrorcom int 'ELY PLACED AND ADEQUATELY SUPPORTED BEFORE CONCRETE 16 PLACED, AND SHALL ACI 318, SECTION 1.12. :hall be pfovldgd at corners and Intersectlor nd Intersections. 3. CONFORMANCE WITH THE STRENGTH TEST REQUIREMENTS OF SECTION 1905.6. 2. DEBRIS AND ICE SHALL BE REMOVED FROM SPACES TO BE OCCUPIED BY CONCRETE ACCURATELY PLACED AND BE SECURED AGAINST DISF ZED AGAINST DISPLACEMENT WITHIN TOLERANCES PERMITTED IN SECTION 1901.5.2. WHERE SECTION 1905.2.2 DIFFERENT MATERIALS. WHERE DIFFERENT MATERIALS ARE TO BE USED FOR DIFFERENT 3. FORMS 514ALL BE PROPERLY COATED. APPROVED BY THE REGIO ED BT THE REGISTERED DESIGN PROFESSIONAL, EMBEDDED ITEMS (SUCH AS DOWELS OR SECTION 190713 REQUIREMENTS FOR STRUCTURAL INTEGRITY. THE DETAILING OF REINFORCEMENT Exceptions: THAT EITHER PROTRUDE FROM PRECAST CONCRETE MEMBERS OR REMAIN EXPOSED FOR AND CONNECTIONS BETWEEN CONCRETE MEMBERS SHALL COMPLY WITH THE PROVISIONS OF ACI In detached one- and two-famlly dwallings thre y dwellings three stories or lam In halght and constructed - PORTIONS OF PROPOSED WORK, EACH COMBINATION SHALL BE EVALUATED. INSERTS) THAT EITHER PRO DN ARE PERMITTED TO BE EMBEDDED WHILE THE CONCRETE IS IN A PLASTIC STATE, 315, SECTION 1.13 TO IMPROVE STRUCTURAL INTEGRITY, with stud-bearing mile, plain concrete footing mcrete footings without Iongltudinal reinforcement 4. MASONRY FILLER UNITS THAT WILL BE IN CONTACT WITH CONCRETE $HALL BE WELL DRENCHED. INSPECTION ARE PERMITTEI D THE FOLLOWING CONDITIONS ARE MET: supporting walls are permitted. C SECTION 1905,2.3 BASIS OF PROPORTIONS. CONCRETE PROPORTIONS, INCLUDING WATER- PROVIDED THE FOLLOWING OEMENTITIOUS MATERIALS RATIO, SHALL BE E5TA5LI6HED ON THE BASIS OF FIELD EXPERIENCE AND/OR 5, REINFORCEMENT SHALL BE THOROUGHLY CLEAN OF ICE OR OTHER DELETERIOU6 COATINGS. PEP ITEMS ARE NOT REQUIRED TO BE HOOKED OR TIED TO REINFORCEMENT WITHIN THE For foundation eyetame conslsting of a plain c ng of a plain concrete footing and a plain concrete hall be provided at the top of the stamwall and at the TRIAL MIXTURES WITH MATERIAL5 TO BE EMPLOYED IN ACCORDANCE WITH SECTION 1905.3, EXCEPT A8 1. EMBEDDED ITEMS ARE N( PERMITTED IN SECTION 1905.4, OR REQUIRED BY SECTION 1904. 6. WATER SHALL BE REMOVED FROM THE PLACE OF DEPOSIT BEFORE CONCRETE IS PLACED UNLESS A CONCRETE. E. atemwall, a minimum of one bar shall be provid bottom of the footing. iREMIE 16 TO BE USED OR UNLESS OTHERWISE PERMITTED BY THE CODE ENFORCEMENT OFFICIAL. DED ITEMS ARE MAINTAINED IN THE CORRECT POSITION WHILE THE CONCRETE REMAINS SECTION 1905.3 PROPORTIONING ON THE BA51S OF FIELD EXPERIENCE AND/OR TRIAL MIXTURE. 2, EMBEDDED ITEMS ARE M Where a slab on ground Is cut monolithically monolithically with the footing, ono No. 5 bar Is permitted U m CONCRETE PROPORTIONING DETERMINED ON THE'BASI5 OF FIELD EXPERIENCE ANDIOR TRIAL 1, LAITANCE AND OTHER UNBOUND MATERIAL SHALL BE REMOVED BEFORE ADDITIONAL CONCRETE IS PLASTIC. to be located at either the top of the slab I :p of the slab or bottom of the footing, a O MIXTURES SHALL BE DONE IN ACCORDANCE WITH ACI 318, SECTION 5,3, PLACED AGAINST HARDENED CONCRETE. 3. THE CONCRETE 16 PROP )NCRETE 16 PROPERLY CONSOLIDATED AROUND THE EMBEDDED ITEM. 1908.1.16 ACI 318, Section D.3.3, 3, W r SECTION 1905.4 PROPORTIONING WITHOUT FIELD EXPERIENCE OR TRIAL MIXTURES. CONCRETE SECTION 1905.8 MIXING. MIXING OF CONCRETE 5HALL BE PERFORMED IN ACCORDANCE WITH L2 though D.33.5, to reed m fellows: r PROPORTIONING DETERMINED WITHOUT FIELD EXPERIENCE OR TRIAL MIXTURES SHALL BE DONE IN SECTION 805.8.1 THROUGH SECTION 1905.5.1 SECTION 1901.5.2 TOLERAN( 1901.5.2 TOLERANCES. UN-955 OTHERWISE SPECIFIED BY THE REGISTERED DESIGN ModlF9 ACI 318,"5satione 0.3.3.2 through D.3. ,IONAL, REINFORCEMENT, PRESTRESSING TENDONS AND PRESTRESSING PILOTS SHALL BE D.3.3.2 - In structures assigned to seismic Del to Seismic Design Category C, D, E or r, post-Installed 0.1 Y ACCORDANCE WITH ACI 318, SECTION 5,4, PROFESSIONAL, REINFORCE WITHIN THE TOLERANCES SPECIFIED IN SECTION 15015.11 AND SECTION 1901.5.2,2 anchors for use under D.2.3 shall have pasesc Ill have passed the Simulated Seismic Tests of ACI 355.2. SECTION 1905.8.1 GENERAL. CONCRETE 514ALL BE MIXED UNTIL THERE 16 A UNIFORM 0I5TRI51UTI(ON OF PLACED WITHIN THE TOLER. 5P TION 40EB AVERAGE STRENGTH REDUCTION. A5 DATA BEGOME AVAILABLE DURING MATERIALS AND SHALL BE DISCHARGED COMPLETELY BEFORE THE MIXER 15 RECHARGED. 1901.5.2.1 DEPTH AND COVER. TOLERANCE FOR DEPTH D, AND MINIMUM CONCRETE COVER D.3.3.3 - In structures assigned to Selemlc De to Seismic Design Category C, D. E or R the design W 3 Q ken as 0.15rNn and O.lErVn , where r Is givan in D.4.4 or Ill CONSTRUCTION, IT Ifi PERMISSIBLE TO REDUCE THE AMOUNT BY WHICH THE AVERAGE COMPRESSIVE SECTION 1901.5.2.1 DEPTH 4 STRENGTH (F'CR) IS REQUIRED TO EXCEED THE SPECIFIED VALUE OF Ft IN ACCORDANCE WITH ACI 315, SECTION 19056.2 READY-MIXED CONCRETE READY-MIXED CONCRETE SHALL BE MIXED AND IN FLEXURAL MEMBERS, WA RAL MEMBERS, WALLS AND COMPRE8810N MEMBERS SHALL BE AS SHOWN IN TABLE 1901.5.2.1, strength of anchors shall be taken as 0.15rNn rminod in accordance with D.4.1. O Z SECTION 5.5, DELIVERED IN ACCORDANCE WITH THE REQUIREMENTS OF ASTM C 94 OR ASTM C 685. EXCEPT THAT TOLERANCE (6.4 MM) AND TOLERANCE THAT TOLERANCE FOR THE CLEAR DISTANCE TO FORMED SOFFITS SHALL BE MINUS 114 INCH D.4.5, afd. Nn and vn are determined In accor AND TOLERANCE FOR COVER SHALL NOT EXCEED MINUS ONE-THIRD THE MINIMUM CONCRETE ZEQUIRED IN THE DESIGN DRAWINGS OR SPECIFICATIONS. D.3.3,4 - In structures assigned to seismic De to Seismic Dealgn Categ~opry C, D, E or F, anohoro shall be M Q N SECTION 1905,6 EVALUATION AND ACCEPTANCE OF CONCRETE. THE CRITERIA FOR EVALUATION AND SECTION 1505.8.3 JOB-MIXED CONCRETE, J08-MIXED CONCRETE SHALL COMPLY WITH ACI 318, COVER REQUIRED IN THE Z daelgrocl-lo be governed by tensile or rhea terolle or shear strength or a ductile steel element, unless F+:1 = M ACCEPTANCE OF CONCRETE SHALL BE AS SPECIFIED IN SECTION 1905,6.2 THROUGH SECTION SECTION 51813. I rir', D.3'%b Iq *8116led. ~Ut cO F+ Q W ro 1905.6.5.5. SECTION 1906.9 CONVEYING. THE METHOD AND EQUIPMENT FOR CONVEYING CONCRETE TO THE PLACE e. 013.315 -.1mised or D.3.3.4, the attachment th e attachment that the anchor Is connecting to the structure 0 SECTION 1905,6.1 QUALIFIED TECHNICIANS, CONCRETE SHALL BE TESTED IN ACCORDANCE WITH THE OF DEPOSIT SHALL COMPLY;OTH 8ECTION 1905,9.1 AND SECTION 1905.91 TABLE 1901.5.2.1 shall b j Slppignad so that the attachment will attachment wlll undergo ductlla ylalding at a load level N REQUIREMENTS IN SECTION 1905.0 THROUGH SECTION 1905.6.5, QUALIFIED FIELD TESTING TOLERANCES eorceepodding to anchor Forces ne greater 0 Is no greater than the design strength of anchors TECHNICIANS SHALL PERFORM TESTS ON FRESH CONCRETE AT THE JOB SITE PREPARE SPECIMENS SECTION 1905.9.1 METHOD Op CONVEYANCE CONCRETE SHALL BE CONVEYED FROM THE MIXEIR TO THE epeeifigd,l~l D.3.3.3, or the minimum design ste mmum design strength of the anchors shall be at least 215 REQUIRED FOR CURING UNDER FIELD CONDITIONS, PREPARE SPECIMENS REQUIRED FOR TESTING IN THE PLACE OF FINAL DEPOSIT BY METHODS THAT WILL PREVENT SEPARATION OR LOSS OF MATERUAL6. TOLERANCE ON times tiro,faetorad force: transmitted by the PTH (d) TOLERANCE ON d MINIMUM CONCRETE _ muted by the attachment . J Itl LABORATORY, AND RECORD THE TEMPERATURE OF THE FRESH CONCRETE WHEN PREPARING SPECIMENS FOR STRENGTH TESTS. QUALIFIED LABORATORY TECHNICIANS SHALL PERFORM ALL SECTION 1905,9.2 CONVEYING EQUIPMENT, THE CONVEYING EQUIPMENT 5HALL BE CAPABLE OF DEPTH (d) IEPTH6J r ;HE8) (INCH) COVER (INCH) SECTION 1912 I REQUIRED LABORATORY TESTS. PROVIDING A SUPPLY OF CONCRETE AT THE SITE OF PLACEMENT WITHOUT SEPARATION OF ANCHOjRAPE TO CONCRETE-sTRENGTH DEs STRENGTH DESIGN INGREDIENTS AND WITHOUT INTERRUPTIONS SUFFICIENT TO PERMIT THE L055 OF PLASTICITY BETTWEEN d > B t 3/8 ::emcnt a. SECTION 1905.6.2 FREQUENCY OF TESTING. THE FREQUENCY OF CONDUCTING STRENGTH TESTS OF 6000E6IVE INCREMENTS, d > B 1912.1 Scgpp.lr- CONCRETE SHALL BE AS SPECIFIED IN SECTION 1905.6.2.1 THROUGH SECTION 1905.6.2.4. d > B SB LBJO DEPOSITING, THE DEPOSITING OF CONCRETE SHALL COMPLY WITH THE d > B t 1/2 - 112 The prgVJsic+ra.of this section shall govern 0 eoltcret.¢~Fgr;purpoeee of transmitting structur shall govern the strength design of anchors Installed In milting structural loads From one connected element to the RK w S SECTION 19056.2.1 MINIMUM FREQUENCY, SAMPLES FOR STRENGTH TESTS OF EACH CLASS OF PROVIS10146 OF SECTION 1905.10.1 THROUGH SECTION 1905.10.8. Pa FOR BI: 1 INCH . 21 MM. other. lfleay'O,JRolta, headed etude and hook etude and hooked (J- or L-) bolts cast in concrete and alp LER d~ CONCRETE PLACED EACH DAY SHALL BE TAKEN NOT LE56 THAN ONCE A DAY, NOR LESS THAN ONCE expamIc&,lgrlchprs and undercut anchors Inetal It anchors Installed In hardened concrete shall be designed EGREGAT aN SHALL BE DEPOSITED A NEARLY AS PRACTIOAESLE TO FOR EACH 150 CUBIC YARDS (115 M3) OF CONCRETE, NOR LE66 THAN ONCE FOR EACH 5,000 SQUARE SECTION l oS1010N STO AVOID EGREGATION, In accocc(911cgwlth Appendix P of ACI 318 a D of ACI 318 ae modified by Sectlon 1906.1.16, provided eem /ne= wwi nz AII.MArC AREA FOR 61. ASS OR WALLS. ITS FINAL NOTEr they are,;,utltl}In the scope or Appendix D. tppendlx D. ` ¢ ~a : w a LL I ~ ~ Q SECTION 1905.6,7.2 MINIMUM NUMBER, ON A GIVEN PROJECT, IF THE TOTAL VOLUME OF CONCRETE 15 SECTION 1905,10,4 PLACEMENT TIMING, CONCRETING OPERATIONS SHALL BE CARRIED ON AT 65UCH SECTION 150115,212 BENDS 1901.617 BENDS AND ENDS. TOLERANCE FOR LONGITUDINAL LOCATION OF BENDS AND ENDS OF PROTECT TOPE OF EXPOSED REBAR PER OSHA REQUIR T ENTS. Exce tl. Where the basic concrete breako mcrete breakout strength In tension of a single anchor, NID rN o-°j O SUCH THAT THE FREQUENCY OF TESTING REQUIRED BY SECTION 1905.6.2.1 WOULD PROVIDE LESS THAN A RATE THAT THE CONCRETE IS AT ALL TIMES PLASTIC AND FLOWS READILY INTO SPACES BETWEEN REINFORCEMENT SHALL BE CEMENT SHALL BE 12 INCHES A 51 MM) EXCEPT AT DISCONTINUOUS ENDS OF MEMBERS WHERE THE 4tlt , le da term;Red In accordance with Equation C, with Equation (D-T), the concrete breakout strength FIVE STRENGTH TESTS FOR A GIVEN CLASS OF CONCRETE, TESTS SHALL BE MADE FROM AT LEAST FIVE REINFORCEMENT. TOLERANCE SHALL BE 4 UI 4CE SHALL BE t 112 INCH It 121 MM). NOTE, requfremente of Section 0.4.2.2 shell be cons 2 shall be considered satisfied by the design procedures ,r anchora exceeding 2 Inches (51 mm) In diameter or 25 LASED PPO RANDOMLY SELECTED BATCHES OR FROM EACH BATCH IF FEWER THAN FIVE BATCHES ARE USED. SECTION 1905.10.3 UNACCEPTABLE CONCRETE. CONCRETE THAT HAS PARTIALLY HARDENED OR BEEN SECTION 1901.5.3 WELDED 1901.5.3 WELDED WIRE FABRIC, WELDED WIRE FABRIC WITH WIRE SIZE NOT GREATER THAN W5 OR D5 FOUNDATION WALLS ARE DFbIGNED IN ACCORDANCE WITH TABLE of Sectlorp D.5.2 and D.6.2 for enehore exea Inches Iment depth, NOT EXCEEDING 10 FEET (3048 MM) IN SPAN 15 PERMITTED TO BE CURVED FROM A POINT 1505.5 (2) OF THE NEW YORK STATE BUILDING CODE. The ! strangth mm) design tensile or arichom that de are depth, not u a that are not within the =cps of Appendix D of ACI 318, r eul'tER P e SECTION 1905.62.3 SMALL VOLUME WHEN THE TOTAL VOLUME OF A GIVEN CLASS OF CONCRETE IB LE65 CONTAMINATED BY FOREIGN MATERIALS 544ALL NOT BE DEPOSITED IN THE STRUCTURE. USED IN SLABS NOT EXCE THAN 50 CUBIC YARDS (38 M3), STRENGTH TEBT5 ARE NOT REQUIRED WHEN EVIDENCE OF SECTION 1905.10.4 RETEMPERING. RETEMPEREP CONCRETE OR CONCRETE THAT 14AB BEEN REMIXED AFTER NEAR THE TOP OF THE BL IF TOP OF THE SLAB OVER THE SUPPORT TO A POINT NEAR THE 50TTOM OF THE BLAB AT WALL HEIGHT . 3 FEET and a ae C amm eBded above, shall le In accordance with an approved procedure. 5ATI6FACTORT STRENGTH IS SUBM MEP TO AND APPROVED BY THE CODE ENFORCEMENT OFFICIAL. INITIAL SET SHALL NOT BE USED UNLESS APPROVED BY THE REGISTERED DE51GN PROFESSIONAL. MIDSPAN, PROVIDED 6UC4 4, PROVIDED SUCH REINFORCEMENT IS EITHER CONTINUOUS OVER, OR SECURELY ANCHORED AT FOOTING HEIGHT . I FOOT hall all b be in xcordanc BOIL CLASS . LOAM, SP AND GW "U SUPPORT, T, Q ~ Q SECTION 1905A,2.4 STRENGTH TEST, A STRENGTH TEST SHALL BE THE AVERAGE OF THE STRENGTHS OF SECTION 1905.10.5 CONTINUOUS OPERATION. AFTER CONCRETING HAS STARTED, IT 5HALL BE CARRIED 1901.5.4 WELDING. WELDING OF CROSSING BARB SHALL NOT BE PERMITTED FOR ASSEMBLY OF TWO CYLINDERS MADE FROM THE SAME SAMPLE OF CONCRETE AND TESTED AT 28 PAYS OR AT THE TEST ON AS A CONTINUOUS OPERATION UNTIL PLACING OF A PANEL OR SECTION, AS DEFINED BY ITS SECTION 1907.5.4 WELDING AGE DESIGNATED FOR THE DETERMINATION OF F'C. BOUNDARIES OR PREDETERMINED JOINTS, 15 COMPLETED, EXCEPT AS PERMITTED OR PROHIBITED BY REINFORCEMENT UNLESS L :CEMENT UNLESS AUTHORIZED BY THE REGISTERED DESIGN PROFESSIONAL, 1905.5.2 READY-MIXED CONCRETE. READY-MIXED CONCRETE SHALL BE MIXED AND, 0R'LIVERED IN ACCORDANCE WITH RDANCE WITH THE y SECTION 1906.4. 0-4 SECTION 1905.6.3 LABORATORY-CURED SPECIMENS. LABORATORY-CURED SPECIMENS SHALL COMPLY SECTION SPACING L 1501, SPACING LIMITS FOR REINFORCEMENT. THE CLEAR DISTANCE BETWEEN REINFORCING BARS, REQUIREMENTS OF ASTM C 94 OR ASTM O 655. J BARS, PRESTRESSING TENDONS AND DUOT6 SHALL COMPLY WITH ACI BIB, SECTION 1,6. WITH THE PROVISIONS OF SECTION 1905.6.3.1 THROUGH SECTION 1905,63.4, SECTION 1905,10.6 PLACEMENT IN VERTICAL LIFTS. THE TOP SURFACES OF VERTICALLY FORMED LIFTS BUNDLED BARE, PRESTRE ncr-"te , SHALL BE GENERALLY LEVEL, LIBOI. CONCRETE PROTECTION FOR REINFORCEMENT, THE MINIMUM CONCRETE COVER FOR CONCRETE MIXTURES INY55C - CHAPTER 19 (TABLE 1904,12,1 (JOB MIXECA • - ~ 0 m SECTION 1905.69.1 SAMPLING. SAMPLES FOR STRENGTH TESTS SHALL BE TAKEN IN ACCORDANCE SECTION I9o7 7 CONCRETE WITH ASTM C 112, SECTION 1905.10.1 CONSTRUCTION JOINTS. WHEN CONSTRUCTION JOINTS ARE REQUIRED, THEY SHALL REINFORCEMENT SHALL G ;DEMENT SHALL COMPLY WITH SECTION 1901,1,(THROUGH SECTION 1901,11, Fl' Q m Qp r 3 ~U BE MADE IN ACOOROANCE,WITH SECTION BO&A. MAXIMUM WATER < 13 m N 0 1 SECTION 1905.6.3.7 CYLINDERS. CYLINDERS FOR STRENGTH TESTS 5HALL BE MOLDED AND SECTION 19011.1 CAST-IN-F 11901,11 CAST-IN-PLACE CONCRETE (NONPRESTRE55ED). MINIMUM CONCRETE COVER SHALL BE NOMINAL IjAJjM~UM WATER CEMENTITIOUS ADMIXTURES 50UMLE CHLORIDE ICON p-I W 6) m Z 0 LABORATORY CURED IN ACCORDANCE WITH ASTM C 31 AND TESTED IN ACCORDANCE WITH A57M C SECTION 1905.10.5 CONSOLIDATION. CONCRETE SHALL BE THOROUGHLY CON50LIVATEP BY BLUITA13LE PROVIDED FOR REINFORC ED FOR REINFORCEMENT IN NONPRE67RES5ED, CAST-IN-PLACE CONCRETE CONSTRUCTION IN CLA68 APPLICATION EXPOSURE f7c MAXIMUM AIR CONTENT r6ENTITIOUS CEMENTITIOU6 DANCE WITH TABLE 1901.1.1. AGGREGATE SIIZE I MATERIAL RATIO MATERIALS „BY WEIGHT MATERIALS (0-) IN CONCRETE, BY y - CD Q Q WEIGHT OF CEMENT z 3g, MEANS DURING PLACEMENT AND SHALL BE THOROUGHLY WORKED AROUND REINFORCEMENT AND ACCORDANCE WITH TABLE ~,/G~ zQ } tj Q EMBEDDED FIXTURES AND INTO CORNERS OF THE FORMS, LIMITS ON LIMITS ON ~+i IO~j 0 Z Q Q SECTION 1905.6.3.3 ACCEPTANCE OF RESULTS. THE STRENGTH LEVEL OF AN INDIVIDUAL CLASS OF CONCRETE SHALL BE CONSIDERED 64116FACTORY IF BOTH OF THE FOLLOWING REQUIREMENTS ARE MET: SECTION 1905.11 CURING. THE CURING OF CONCRETE SHALL BE IN ACCORDANCE WITH SECTION 1 1905.11.1 FREEEZE/THAW, HYDRAULIC THROUGH SECTION 1905.1L3, 1901 TABLE RET.1 SLABS ON DEICING 2 CEMENT 3 MINIMUM CONCCRETE COVER 3 GRADE CHEMICALS, 31500 0.45 H CEMEENNTIC 3 NO CALCIUM 0 :3 O p CHLORIDE 0115 ry~ L) I. EVERY ARITHMETIC AVERAGE OF ANY THREE CONSECUTIVE STRENGTH TESTS EQUALS OR EXCEEDS Fr' SECTION 1905.11.1 REGULAR. CONCRETE (OTHER THAN HIGH-EARLY-STRENGTH) SHALL BE MAINTAINED SULFATE PBI LIMITS ON FLY IMITS ON FLY ADMIXTURES z 1- 73 MINIMUM (SEVERE) ASH, SLAG, AND iH, SLAG, AND IQ-I 2, NO INDIVIDUAL STRENGTH TEST (AVERAGE OF TWO CYLINDERS) FALLS BELOW PC BY MORE THAN ABOVE 50 F (10 C) AND IN A MOIST CONDITION FOR AT LEAST THE FIRST SEVEN DAYS AFTER COVER ' SILICA FUME SILICA FUME 4 U Q V H- O $00 P61 (SAS MPA). PLACEMENT, EXCEPT WHEN CURED IN ACCORDANCE WITH SECTION 1905.113. CONCRETE EXPOSURE INCHES LIMITS ON LIMITS ON N -4 65CTION 1905.6.14 CORRECTION, If EITHER OF THE REQUIREMENTS OF SECTION 1905.6.3.3 ARE NOT MET, SECTION 1905.112 HIGH-EARLY-STRENGTH, NIGH-EARLY-STRENGTH CONCRETE SHALL BE MAINTANNED FREEEZE/THAW, HYDRAULIC, HYDRAULIC 5TEP5 SHALL BE TAKEN TO INCREASE THE AVERAGE OF SUBSEQUENT STRENGTH TEST RESULTS. THE ABOVE 50 F (10 C) AND IN A MOIST CONDITION FOR AT LEAST THE FIRST THREE DAYS, EXCEPT WHEN CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED • DEICING 2 CEMENT 3 CEMENT 3 NO CALCIUM N Q. CHLORIDE 0.15 V LL REQUIREMENTS OF SECTION 1905.6.5 SHALL BE OBBERVED IF THE REQUIREMENT OF SECTION 1905.6.33, CURED IN ACCORDANCE WITH SECTION 1905,11.3. I. CONCRETE C, TO EARTH 3 3 FOUNDATION CHEMICALS, 3,000 1_I~^ 5-1/2 % '7 n~ 0.45 WALLS SULFATE P61 316 LIMITS ON FLY ITEM 7 18 NOT MET. TO EARTH SECTION 19P5,11.3 ACCELERATEP CURING, ACCELERATED CURING OF CONCRETE SHALL COMPLLY WITH ACI IMITS ON FLY ADMIXTURES a 0 3H, SLAG, AND W y O SECTION 1905.6.4 FIELD-O)RED SPECIMENS. FIELD-CURED SPECIMENS SHALL COMPLY WITH THE 318, SECTION 5.1113. 2. CONCRETE E CONCRETE EXPOSED TO EARTH OR WEATHER (SEVERE) ASH, SLAG, AND SILICA FUME 4 i- PROVISIONS OF SECTION 1905.6.4.1 THROUGH SECTION 1905.6.4.4. NO. 6 THROU NO. 6 THROUGH NO. 15 BAR 2 ' SILICA FUME NO. 5 BAR, W31 OR D31 WIRE, AND SMALLER 1-1/2 Z Z SECTION 150,12 COLD WEATHER REQUIREMENTS. CONCRETE THAT IS TO BE PLACED DURING FFREEZING OR NO. 5 BAR, U FOOTINGS SULFATE 3,500 2 I- LIMITS ON LIMITS ON NO CALCIUM m Q HYDRAULIC CHLORIDE 0.15 U Q SECTION 1905.6.4,1 WHEN REQUIRED. WHERE REQUIRED BY THE CODE ENFORCEMENT OFFICIAL, THE NEAR-FREEZING WEATHER SHALL COMPLY WITH THE FOLLOWING: . CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT 4 (SEVERE) PSI I-I/2 5-1/2% ' °0.45 HYDRAULIC CEMENT 3 ADMIXTURES RESULTS OF STRENGTH TESTS OF CYLINDERS CURED UNDER FIELD CONDITIONS SHALL BE PROVIDED. 3. CONCRETE N 1, ADEQUATE EQUIPMENT SHALL BE PROVIDED FOR HEATING CONCRETE MATERIALS AND PROOTECTING WITH GROUNC WITH GROUND CEMENT 3 SECTION 1905.6.4,2 CURING. FIELP-CURED CYLINDERS SHALL BE CURED UNDER FIELD CONDITIONS IN CONCRETE DURING FREEZING OR NEAR-FREEZING WEATHER. SLABS, WALLS, BLABS, WALLS, JOISTS, ACTOR, INSTALLER AND MANUFACTURER. PAGE. ACCORDANCE WITH ASTM C 31, NO. 14 AND N NO. 14 AND NO. IB BARS 1-1/2 1. A SMALLER NOMINAL MAXIMUM AGGREGATE SIZE MAY SEE USED AT THE DISCRETION OF THE CONTRACTOR, INSTAL '.EGATE SIZE INDICATED. IF SMALLER 2. CONCRETE MATERIALS AND REINFORCEMENT, FORMS, FILLERS AND GROUND WITH WHICH CC)NCREEE NO. II BAR A NO. II BAR AND SMALLER 3/4 2, AIR CONTENT INDICATED INT EH TABLE IS FOR CONCRETTE WITH MATCHING NOMINAL MAXIMUM AGGREGATE SIZE INI BEAMS, COLUMNS: MAXIMUM AGGREGATE SIZE 16 SELECTED AIR CONTENT SHALL BE ADJUSTED UPWARDS IN ACCORDANCE WITH ACI SNCE WITH ACI 318 TABLE 4.2.1. 8EC71ON 1905.6.43 SAMPLING. FIELD-LURED TEST CYLINDERS SHALL BE MOLDED AT THE SAME TIME AMC) 18 TO COME IN CONTACT SHALL BE FREE FROM FROST. BEAMS, OOLUM PRIMARY REINFORCEMENT, TIES, STIRRUPS, SPIRALS 1-1/2 31 HYDRAULIC CEMENT: ASTM C 150 TYPE V. FROM THE SAME SAMPLES AS LABORATORY-CURED TEST CYLINDERS, PRIMARY RE SHELLS, FOLDED PLATE MEMBERS, 4, LIMITS ON THE AMOUNT OF FLY ASH, 51-AG, AND 51LICA FUME BY MA55 OF TOTAL'CEMENTITIOU6 MATERIALS: ERIALS: a 3, FROZEN MATERIALS OR MATERIALS CONTAINING ICE 514ALL NOT BE USED, SHELLS, FOLDE NO. 6 BAR AND LARGE( 3/4 A, FLY ASH: MAXIMUM 2B% - SECTION 1905.6.4.4 CORRECTION. PROCEDURES FOR PROTECTING AND CURING CONCRETE SHALL BE NO. 6 BAR / IMPROVED WHEN THE STRENGTH OF FIELD-CURED CYLINPERB AT THE TEST AGE DESIGNATED FOR SECTION 1905.8 HOT WEATHER REQUIREMENTS. DURING HOT WEATHER, PROPER ATTENTION 61HALL BE NO. 5 BAR, L NO. 5 BAR, W31 OR D31 WIRE, AND SMALLER 1/2 B. SLAG, MAXIMUM 50% C. SILICA FUME: MAXIMUM 1016 0 A-1 DETERMINATION OF FC IS LESS THAN 65 PERCENT OF THAT OF COMPANION LAEORATORY-CURED GIVEN TO INGREDIENTS, PRODUCTION METHODS, HANDLING, PLACING, PROTECTION AND CURINNG TO OR SI: 1 INCH • 25.4 MM. D. TOTAL OF FLY ASH, SLAG, AND SILICA FUME- MAXIMUM 50% ' CYLINDERS. THE 85 PERCENT LIMITATION SHALL NOT APPLY IF THE FIELP-CURED STRENGTH EXCEEDS PREVENT EXCESSIVE CONCRETE TEMPERATURES OR WATER EVAPORATION THAT COULD IMPAAIR THE FOR 51: 1 INCH E. TOTAL OF FLT ASH AND SILICA FUME: MAXIMUM 35% 0 N F'C BY MORE THAN 500 PSI 0,45 MPA). REQUIRED STRENGTH OR SERVICEABILITY OF THE MEMBER OR STRUCTURE. tiJ 19'? m EPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, W WHOLE OR IN PARR, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAIf 7 NTACT WITH THEM SHALLCONSTRUTE PRII LCONSTRUTE PRAM FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. a THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECTAND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL S51TE FOR WHICH THEY WERE PREPARED. REUSE, R nnp :.'lyc iF for J CONTRACTOR NOTES: CODE SYNOPSIS: 1 2 3 gp, - O" 4 1(5) 6 CODE: BUILDING CODE OF THE STATE OF NEW YORK 2010 2" 2" 1-8" 2" T'-6 I. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL STATE, MUNICIPAL, LOCAL ZONING AND BUILDING CODES AND ORDINANCES HAVING JURISDICTION AND BEST STANDARDS OF CONSTRUCTION OCQIIPANCY CLASSIFICATION, ' I I I I PRACTICE. ASSEMBLY GROUP A (A-3) 12" 9'-B" 9'-e" 9'-b THE AMERICAN INSTITUTE OF ARCHITECTS CONDITIONS SHALL APPLY TO ALL WORK PERFORMED ON THIS PROJECT. CONSTRUCTION TYPE: 55 (V5) 5 A 2. THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AT THE SITE, ANY DISCREPANCIES MUST BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO COMMENCEMENT OF CONSTRUCTION. THE (V CONTRACTOR SHALL BE RESPONSIBLE FOR CORRECTIONS NOT REPORTED ONCE HE HAS STARTED WORK A L'] C A A I CI I I A t I /'1 I V11. I C, EXCEPT FOR HIDDEN JOB CONDITIONS. C16GI'~-SGf"t1~4CSdLf'j hSIG --I - 3. CONTRACTOR SHALL GUARANTEE TO THE OWNER THAT ALL MATERIALS AND EQUIPMENT INCORPORATED PROPOSED AREA: 1500 SQ.FT. h J L. J L J Lr'..J L ...J IN THE WORK WILL BE NEW, AND THAT ALL WORK WILL BE OF GOOD QUALITY, FREE FROM FAULTS AND DEFECTS FOR A PERIOD OF ONE YEAR FROM THE DATE OF THE FINAL CERTIFICATE OF OCCUPANCY, TOTAL, 1500 SQ_ FT 4 4. THE ENGINEER SHALL NOT BE RESPONSIBLE FOR THE CONSTRUCTION MEANS, METHODS, TECHNIQUES, B" THK. P.C. WALL ON m - B" X 16" P.C. FOOTING .I SEQUENCES OR PROCEDURES, OR FOR THE SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH I THE WORK, AND HE SHALL NOT BE RESPONSIBLE FOR THE CONTRACTORS FAILURE TO CARRY OUT THE WORK IN ACCORDANCE WITH THE CONSTRUCTION DOCUMENTS. THE ENGINEER SHALL NOT BE m m r RESPONSIBLE FOR THE ACTS OR OMISSIONS BY THE CONTRACTOR. NO CHANGES SHALL BE MADE IN THE ~ um DOCUMENTS AND/OR THE BUILDING AS DESIGNED WITHOUT THE EXPRESSED WRITTEN CONSENT OF THE 0 ENGINEER. 3 5. THESE DRAWINGS AND SPECIFICATIONS ARE INSTRUMENTS OF SERVICE AND SHALL REMAIN THE PROPERTY OF THE ENGINEER AND ARCHITECT WHETHER THE PROJECT FOR WHICH THEY ARE MADE 16 EXECUTED OR NOT. THEY MAY NOT BE USED ON ANY OTHER PROJECT EXCEPT BY WRITTEN n - - - - - - - - - - - T AUTHORIZATION OF THE ENGINEER. ' J L 6. THE ENGINEER HAS NOT BEEN RETAINED FOR SITE SUPERVISION, ON-BITE INSPECTIONS AND LCOND, I roll CERTIFICATIONS AS REQUIRED OR REQUESTED BY THE OWNER, CONTRACTOR OR LOCAL BUILDING DEPARTMENT. Z4" P .C. SLAB 0 , m ON GRADE I:I INSTRUCTIONS FOR THE INSTALLER A. ALL SPECIFIED FASTENERS MUST BE INSTALLED ACCORDING TO THE INSTRUCTIONS IN THE SIMPSON (WOOD I_ -'I: - CONSTRUCTION CATALOG - C-2005). INCORRECT FASTENER QUANTITY, SIZE, TYPE, MATERIAL, OR FINISH MAY n - - - - - - CAUSE THE CONNECTION TO FAIL. 16D FASTENERS ARE COMMON NAILS (8 GA x 3 1/2") AND CANNOT BE J REPLACED WITH I&D SINKERS (S GA x 3 1144) UNLESS OTHERWISE SPECIFIED. B. BOLT HOLES SHALL BE AT LEAST A MINIMUM OF 1/32" AND NO MORE THAN A MAXIMUM OF I/16" LARGER 24" X 24" P.C. PLAR EASE ON THAN THE BOLT DIAMETER (PER THE 1551 ND5, SECTION 8.1.21). 32" X 32° X 8" h"'.C. FOOTING m r I m m C. INSTALL ALL SPECIFIED FASTENERS BEFORE LOADING THE CONNECTION, m m a $ D. USE PROPER SAFETY EQUIPMENT OR AS RECOMMENDED BY OSHA. 4 rTl E. WELDING GALVANIZED STEEL MAY PRODUCE HARMFUL FUMES: FOLLOW PROPER WELDING PROCEDURES I I I I A-1.P ~ r AND SAFETY PRECAUTIONS. WELDING 614OULD BE IN ACCORDANCE WITH A.W.S. STANDARDS. L [ham'-]1/~/ p C2 -I IL' F. PNEUMATIC OR POWDER-ACTUATED FASTENERS MAY DEFLECT AND INJURE THE OPERATOR OR OTHERS. Q F^~I Q 3 x NAIL TOOLS MAY BE USED TO INSTALL CONNECTORS, PROVIDED THE CORRECT QUANTITY AND TYPE OF NAILS ARE PROPERLY INSTALLED IN THE NAIL HOLES. TOOLS WITH NAIL HOLE-LOCATING MECHANISMS SHOULD BE --1 USED. FOLLOW THE MANUFACTURERS INSTRUCTIONS AND USE THE APPROPRIATE SAFETY EQUIPMENT. - - f0 4 ~ G. J015T SHALL BEAR COMPLETELY ON THE CONNECTOR SEAT, AND THE GAP BETWEEN THE JOIST END AND ~ 1=0UND,~,TIc NDATION 4 FOOTING PLAN ~ THE HEADER SHALL NOT EXCEED I/B" PER ASTM TEST STANDARDS. H. FOR HOLDOWN5, ANCHOR BOLT NUTS SHOULD BE FINGER-TIGHT PLUS 1/3 TO 1/2 TURN WITH A WRENCH, WITH • SCALE: 1/4" . 1'-0" 1/4" , r_d" y. 0 0 CONSIDERATION GIVEN TO POSSIBLE FUTURE WOOD SHRINKAGE. CARE SHOULD BE TAKEN TO NOT OVER- N TORQUE THE NUT. 1 2 3 5O. O., 4 5 6 w COMPACTED BACGGFILL 21' 2" l' - B" 121' 2" lip do 9._b.. 9._a" 9' 8" 9'-b SHALL COMPLY WITH SECTION 1803 OF B.C.N.Y. 4 AS NOTED BELOW „ B• _ bn li n SOIL TESTING, SOIL CLASSIFICATION AND BEARING CAPACITIES, FOOTING AND FOUNDATION DESIGN SHALL BE IN TS4"X4"XI/4" WITH TS4"X4"XIL ENGIN ACCORDANCE WITH N.Y.S. BUILDING CODE CHAPTER 18. 1 1/4" 11/14" TS4"X4"XI/4" WITH 114" EASE PLATE 1/4" BASE T84"X4"XI/4" WITH 1/4" BASE PLATE A-5 1/4" BASE PLATE ~UOT R R b~ A. MATERIALS DOWNSPOUT _0 i-4-3/4"Y HOLES FOR ES FOR _ h - I. FILL AND BAGKFILL MATERIAL OBTAINED FROM ON-SITE CUTTING OR EXCAVATION OR SOURCES L- cAg EV A7 1/2" ANCHOR BOLTS m / BOLTS = FROM THE CONSTRUCTION SITE (BORROWED) SHALL BE CLEAN SAND, GRAVEL, EARTH OR A MIXTURE OF THESE Q LL CONTAINING NO ORGANIC. MATTER WITH A MAXIMUM SIZE OF 4". - n ~e ova y ip - TS 4"X4"XI/4" WITH " WITH v 3E PLATE 2. COMPACTED FILL UNDER SLAB ON GRADE SHALL BE WELL GRADED SAND OR 'BANK RUN'. GRAVEL FROM m 1/4" THK. BABE PLATE FNSED PPO SITE OR SOURCE APPROVED BY THE SOILS ENGINEER AND APPROVED AS SUITABLE MATERIAL FOR THE PURPOSE OF SUPPORTING THE SLAB ON GRADE. MINIMUM BEARING CAPACITY TO BE 2 TONS PER SQUARE FOOT ? 3 TON _ PER SQUARE FOOT FOR FOOTINGS. 6" CMU ASE W/ STONE VENEER TO MATCH EXI5TING / Cl io JEFFREY T. SUTLER, P.E. B. COMPACTED BAGKFILL - -m o Q I. PROMPTLY BAGKFILL EXCAVATIONS AS WORK PERMITS, BUT NOT BEFORE CONCRETE WALLS AND FOOTINGS HAVE ATTAINED FULL DESIGN STRENGTH AND PIPING AND OTHER ITEMS BELOW BAGKFILL HAVE BEEN TESTED AND APPROVED. 754"X4"XI/4" WITH 1/4" 5A5E PLATE X4")<114" WITH SASE PLATE H 2. BAGKFILL AND FILL TO NEW SURFACE GRADES AS REQUIRED. IF SUFFICIENT SOUND AND APPROVED FILL MATERIALS ARE NOT ON HAND TO COMPLETE FILLING OPERATIONS TO REQUIRED GRADES, PROVIDE SAME. 1 - 14" EASE E P" WITH - - - - - - - - - - I/4" PLATE 3. FILL SHALL BE CONSIDERED AS SATISFACTORY BEARING MATERIAL, THEN PLACED IN ACCORDANCE WITH THE " WITH a Qm QI 5 Q r z G7 FOLLOWING PROCEDURE: I/4TS" 4" iHK. BASE WITH SE PLATE SE PLATE OmAo A) BEFORE PLACEMENT OF FILL THE EXISTING GROUND SURFACE SHALL BE STRIPPED OF ALL ORGANIC GROWTH, 3 Q' 4 0- WOOD, RUBBISH, DEBRIS AND OTHER DELETERIOUS OR UNSUITABLE MATERIALS. AFTER STRIPPING, THE GROUND SURFACE SHOULD BE COMPACTED TO THE DENSITY DESCRIBED BELOW. I m m 1 OZO Q 4 B) MATERIALS FOR FILL SHALL CONSIST OF CLEAN GRANULAR SOIL CONTAINING NO DELETERIOUS MATTER. IT GROUT "r m A5 SHALL CONTAIN NO PARTICLES EXCEEDING 4" IN ITS LARGEST DIMENSION, BE WELL GRADED AND CONTAIN NO NONSHRINK GROUT I Y 'U C M MORE THAN 12% BY WEIGHT OF MATERIAL PASSING THE NUMBER 200 SIEVE / z ~oZ o 0 C) FILL SHALL BE PLACED AND COMPACTED AT ITS OPTIMUM MOISTURE CONTENT, IN UNIFORM LAYERS NOT 4 - 1/2" ANCHOR BOLTS NOR I$OLTS } GREATER THAN ONE FOOT THICK AND EACH LAYER SHALL BE COMPACTED TO A DENSITY OF SB% OF ITS MAXIMUM _ DENSITY AT FOOTINGS • 95% OF ITS MAXIMUM DENSITY AT SLABS AS DETERMINED BY ASTM 0I551 (MODIFIED O F1¢ - - - - - - - - - -y - PROTOR DENSITY) FIELD DENSITY SHALL BE VERIFIED BY IN-PLACE DENSITY TESTS MADE IN ACCORDANCE WITH {V ~ m N ASTM 01556 (SAND CONE METHOD). FILL SHALL NOT BE PLACED WHEN FROZEN OR ON FROZEN BUBGRADE. LL D) COMPACTED FILL OPERATIONS SHALL BE CONTINUOUSLY INSPECTED BY A SOILS ENGINEER. I ro m m m m I T84"X4"XI/4" WITH V Q Q' 6" 7171 T54"X4"XI/4" WITH TS4"X4"XI/4" WITH T54"X4"XI/ ` I14" BASE PLATE I/4" BASE PLATE 3 I/4" BABE 1/4" BASE PLATE A~ BUILDINCs GODS O NEW PORK SLATE FACE: ALL WORK SHALL COMPLY WITH STATE AND LOCAL CODES AND REGULATIONS, (LATEST EDITION), AND BASE PLATE DETAIL AIL SHALL BE SUBJECT TO INSPECTION AND APPROVAL BY ALL AUTHORITIES HAVING ,.URISDICTION. i SCALE: 11/2" = I'-Q" 2 FLOOR P1 OR PLAN A-2 SCALE: 1/4" - 1'-O" 1/4" - V-O" WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRRTEN PERMISSION FROM THE ARCHRECT.TITLE TO THESE PLANS SWILL REMAIN WITH THE ARCHR'ECT.VISUAL CONTACT WITH THEM SHALL CONST HEM SHALLCONSTIFNIE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. THESE DRAWINGS AND AGOOMPA14YING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL. SITE FOR WHICH THEY WERE PREPARED. Q ~ Q Q 50. ; Q c~ I I I I I ALLOWABLE DEEL EGTION OF A5 STRUCTURAL MEMBERS ALLABLE _ _IT T M H ER T T- T T- STRUCTURAL MEMBER DEFLECTION F ~ 1, -971 1, n _ i u I T 971 T/8uT- Y - f9J 13/4+-~f -11 9/8 T (BJ J 3/4'-X I VG'-1 - _T (3)IIML.L3/4° X ,irva T -Y --I-f9) I /4" XT I/W T / RAFTERS HAVING SLOPES GREATER THAN 3 / 12 L/IBO ~I M I \ ML HEAP ML. H -I HEADER 1j M4. HEADER / A \ WITH NO FINISHED CEILING ATTACHED TO RAFTERS _ ROOF TRUSSES L/360 INTERIOR WALLS AND PARTITIONS H/ISO \ ~ I I I I I I l a I I I I I I I I I~ I FLOORS AND PLASTER CEILINGS L/360 _ m- LINE OF ROOF LINE OF ROOF ALL STRUCTURAL MEMBERS -/240 A C EXTERIOR WALL WITH PLASTER OR STUCCO FINISH H/36O m tiq I I I I I I I I~ .1 1 1 1 1 1 1 1 ae ~~-I EXTERIOR WALLS - WIND LOADS L/240 WITH BRITTLE FINISHES a i.. LusTo B 3N~ OF STONE VENEER TR IW°9) GIJk' _ NL OF STONE OLA LIJMN BELOI -OLIJMN BELOW EXTERIOR WALLS - WIND LOADS L/120 WITH FLEXIBLE FINISHES a r NOTE: L. • SPAN LENGTH, H • SPAN HEIGHT a. THE WIND LOAD 6HAL- BE PERMITTED TO BE TAKEN AS O.1 PRE-E PRE-ENGINEERED ROOF TRIJ PRE ENGI *EERED GOOF TRUSS 0 24" O.C. \ RIDGE TIMES THE COMPONENT AND CLADDING LOADS FOR THE O Q PURPOSE OF THE DETERMINING DEFLECTION LIMITS HEREIN. u=l. - x a + --iF---- m A5 -1 _TT / L t -t -ty\ - LINE OF SLAB I JNEE OF SLAB BELOW LOAD SCHEDULE P.S.F. LL~ WIND 120 MPH EXP. 'IW ENCLOSED PER FIGURE 1609 NOTE: THE TOTAL AREA OF OPENINGS ON THE BUILDING ENVELOPE (WALLS AND ROOF AREA) IS LESS THAN 10% OF THE TOTAL AREA (ACTUAL • 4,9%). BUILDING - - IS DESIGNED A6 AN ENO-O5ED STRUCTURE. _ LL /~Q I I I ~ U I I 'yiq m~ DESIGN WIND PRESSURE PER ASCE 1.2002, p SECT. 6.5 q~ - - - U m ROOF UPLIFT • SEE DWG A-3.2A = 7r COMPONENTS + CLADDING PER ASCE 1-2002, - - m OEG. 6.5. SEE DWG A-3.2A C W BUILDING CLASSIFICATION • PER TABLE 1604.5 / - w I I I I li ~ a m CATEGORY •I IMPORTANCE FCTR _ ~ I I I - I I Q I I___- I I I * _ aT O ~ SEISMIC FACTOR IE • I SNOW FACTOR 15 • I _ i-- WIND FACTOR IW • I % qQ3J W Xzu -7 - _3JM 3/ EX - - ~3JML./HEADx 11 E'~/- -1 l3{ML/Huh DER - U- ~6_ 3/4 X DER S'~- (3) IL /4" ER eu LI \ _1 T 1 1 Eta !11 F \I M GROUND SNOW LOAD • 45 PSF PER FIGURE 1600.2 / - 1 q - - -1- -1_ _J H FSC"Y SNOW LOAD FACTORS 1 11 1 ROOF ROOF FRAMING PLAN ~ ' = m EXPOSURE (CE) TABLE 1608.1 THERMAL (CT) TABLE 1600.3.2 SCALE, 1/4' SCALE, 1/4" V-O" F-4 c~ Lu (a IMPORTANCE (U TABLE 1604.5 (Y es 13 0 DESIGN SNOW LOAD • PF • .7(CEXCTXU PG N PER ASCE 1.98 SECTION 13,14(1 + 1.1 ..1 (IXU(IX45J • 31 31.5 .5 PSF 1 UBE 32 PBF J Ill r ROOF DEAD LOAD • IB PBF Q 57 - O" TOTAL- 50 PBF I I I I I FLOOR LOADING (SLAB ON GROUND) i LL - 125 P6F PER TABLE 1601.1 To, E GINEZER: A5 = * MY,> 1 I 1 1, ~1r~~~ ~,;I~a ~;~,4 ffif~ 1IT", ~h~,II'r4?,~,~4, IA"i, V,uo4!I 11 l"M Ifi I Y C. jt4 4~1 ~,l V5 -4 R O w w 1604.3.5 ALUMINUM. THE DEFLECTION OF ALUMINUM STRUCTURAL = If7l~ Z MEMBERS SHALL NOT EXCEED THAT PERMITTED BY AA ADM I. _ Ir _ f I~ zi III it 14 1 1 ik 'III jJ111111i I ij] 11 kl~ TI ill Hill I III] I 1-1 Ffl IF 16043.6 LIMITS. DEFLECTION OF STRUCTURAL MEMBERS OVER SPAN, I - I 411ILL Ili I Hil I FF lill I I I['] I C/ NS ED?PO~~ L SHALL NOT EXCEED THAT PERMITTED BY TABLE 1604.3 [ ill 11 1 TH I I ILI IL:: I I I ill 11 liF Itil I twl%R I IF I P, JEFFR P.E TF 1-1 R -IF: 11 F TIT M T 7 1 Fq[_~ I I ~F IT -1 11, v 11 11 IF 11 1 1 11 IT I I J1 I F~IL I I TH I I I I I I I I I I 1 11 1 IF I~ OF F ul ~ItY Tle-2 II H 1_1 EWI-11 HILT CONSTRUCTION L S OR W D + I" - - r - r IF I [I I I ll ni 11 ill If I ILI I GUTTER m 1~~ AF GUTTER 0 ~ Q ROOF MEMBERS: .l- MEMBERS SUPPORTING MASONRY V600 - - _ - I L1111 I 1 111111 1 1 1 It 11 J-I z SUPPORTING PLASTER CEILING V360 1-1360 L/240 - W SUPPORTING NONPI-ASTER CEILING V360 L/360 L/240 IFF I- LIP ROOF SHII B ROOF SHINGLES Ol N NON SUPPORTING CEILING L1180 VI80 L/120 - Un ~ Q m ~ -C EXT. WALLS 1 INT. PARTITIONS - } 0 m p WITH BRITTLE FINISHES - 1-1600 - Hill ~Irl -1 Ffry GI I' ELI _T T r 3 } Ill C- F_= WITH FLEXIBLE FINISHES L/120 - r a m v In 1 F J-1 F[I-IF-FIll I T T-11- G- C1 ~Q'mr a a IF! I IF FTI _1 w }o Q 0 1605.3 LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN. m ILI IF I I u_ 1. OOz Q W 0Z a 1605.3.1 BASIC LOAD COMBINATIONS. - _ 1= it IlL111Y LOUVEREC LOUVERED CUPOLA W ~ r m WHERE ALLOWABLE STRESS DESIGN (WORKING STRESS DESIGN) AS PERMITTED BY THIS CODE, 18 USED, STRUCTURES AND PORTIONS - k- - Old =3 ~X THEREOF SHALL RESIST THE MOST CRITICAL EFFECTS RESULTING LIJI-11 JL_LTl?_II I I FROM THE FOLLOWING COMBINATIONS. r I L L LiLWILI TTtI ilit: I IF 41 L T-~ 0.i 0~12Y ^ m COMBINATIONS OF LOADS: - _ -C - k ILI ]1 Fjl 11 _-L - ~l M D~ILJFPUL T 7i &I L~l ' Li c p IS POP (FORMULA 16-V - IT ~ I _j_ YI 61-TrTF-ITH11 I L HLYI j Il I Y110jiffil I I [~'ILJ FILL a D+L 18+20. 38 PSF _ Mt hill VJ6 LL L i 1 1-111 11,111 It Ill _'1111FITtli- at -It t , I U -r N Q :WG O (FORMULA 16-8) Mil imilifl] LF1111FILffit] IJLMIL F1_LLJ-,1 ITITFILL111-il it- I I LFI[J LLLI I ]it I L~Jlll" Lt JA D + L + S IB + 32 - 5O PSF (CONTROLS) (FORMULA 16+]) _ -{rr_~ F FLIT-1 It IF ~j t JELITIJI-TE 0 u lit !11111 - lii~Ltu ill 1, 11 III11TJILIJI 11 1 11"11' A tL -1 LI TIT W } WW D + W + 5 IB + (-11.52) + 32 • 32.48 PSF (FORMULA 16-10) 0.6D + W O.6D + 34.16K _ 161~ lj~ , Ll L, TIN TIFILLI -Ittill L.Fli I L l. I I IiULILI IF 111 11 J11 fiLl oll I LttFJ 11 1-'Lllj[J, 11:111 IF it-tu -1 11111 I-(,'l 11 FM it IF IF 11 111 JI I I h I I I I -If IT LL L' _ -it l I 1 111 L I UAI - Ij~F I tj z O F (FORMULA 16-11) 1LI1 t T~ I Ah IT I T I I L [-IT,[] [~tl I LI-~l Lfluj~ it ~lT J1 I LLLL -1 ILL 11 1FL'1J I I LILL! 1 11 LLI, IF I I LL HL iliffl"LLIN I Ill -It I iFLI, LIT _I~ I I ~ f0 Q 0.6D + 0.1E O.6D • 16.415K (CONTROLS) 1111111 1- FILITITUM T pill IT I L l L) D (FORMULA 16-12) _ - I 11 L FLI 1 1111 1 Ell [I it IF 12~[ j LI -1 IF I F I J LI 1~ I huml I I Wj-~L&Tf' 111 G h III IT 111ji Ili I j LILL.1 [Ij.jt~ IT ll I V_L LIT It ILI IT jil i M-THI-11" I PAGE: 1605.4 SPECIAL SEISMIC LOAD COMBINATIONS 1 1,2D + FL + EM • 51.413 (CONTROLS) (FORMULA Ib-IS) . - ~J_lIlrU.- uy. WILL It i-I It _111IJ OAD + EM • 97.409 (FORMULA 16-20) 41~ tAt 4 "Al I I u atilt Lu LLL t I I -LLJ t I TAIA I F At di Li t I t, I I PL H IFif [ill I F 11 ii 11 11 11 ill it III a I I ILL l I ffff 1111 1 111 2 ROOF PLAN A-3 F-,) -LIR-ROOF I SCALr; 1/4' SCALE: 1/4" - 1'-0" c c L =YWERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE ORIN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLETO THESE PLANS SHALL REMAdN WITH THE ARCHITECTVISUAL CONTACTWITH THEM SHALL CON! I THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCEOFACCEPTANCE OFTHESE RESTRICTIONS. _ THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARETHE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL. SITE FOR WHICH THEY WERE PREPARE I \1 s 'i ti~ brr /A e" I LOUVERED CUPOLA 6r LOUVERED CUPOLA ~.O 6+ 0 ~ Y 6r~a ROOF SHINGLES _ 4 i~~i, I III ROOF SHINGLES ,III v m r r 3/4" AZEK FASCIA _ T.O. HDR. 3/4" AZEK FASCIA 9' 0" u - T.Q. HDR. 3/4" AZEK CLAD HEADER 314" AZEK CLAD HEADER 9' 0" V DOWNSPOUT DOWNSPOUT 10" FIBERGLASS COLUMN O COVER (TO MATCH 10" FIBERGLASS COLUMN o EXISTING COLUMNS) - COVER (TO MATCH EXISTING COLUMNS) STONE VENEER To STONE VENEER TO MATCH EXISTING MATCH EXISTING FN. FL. n FN. FL. V m 0'-0" V 0'-0" a m W FRONT ELEVATION nI LEFT ELEVATION ' 5CALE: 1/4" • P-O" Qi ~ m SCALE: 1/4" . I'-O" O~ v jW xzLL pq mQN owl 00 J Ul F ENGINEER: N I bn D 6„ 6 1 /;o" LOUVERED CUPOLA LE w LOUVERED CUPOLA ~ O z 6 I \A 6 ~ s„ f LL 7 w ~nr. A I\/ 6" spa 6~i 0~'a O f / cF X55 ED PROF 4 4 ~ J Tl- 2, P.E. ROOF SHINGLES ROOF SHINGLES = all In O Q v 3/4" AZEK T.O. HD_. R, n 314" AZEK FASCId _ z s' - o" V T.O. HDRR.. Q O 7 9 ory m 3/4" AZEK CLAD HEADER 314" AZEK CLAD HEADER z a O m m QR DOWNSPOUT DOWNSPOUT Q 10" F16ERGLASS COLUMN mg, r 3 m @ COVER (TO MATCH 10" FIBERGLASS COLUMN o a m OF 3 ly EXISTING COLUMNS) COVER (TO MATCH m aQ04 EXISTING COLUMNS) STONE VENEER TO -Ell MATCH EXISTING _ STONE VENEER TO Fr-I U p O t--~L FN. FL. MATCH EXISTING O o" _ _FN. FL. nOy q z O O U oU'_~ _ mom m 0' 00" V fx L o~ m u O a m N3 ~ J~ REAR ELEVATION In RIGHT ELEVATION " SCALE: V4" = W U I a a IL W z a o m u ~ Q PAGE: a 0 0 A-4 n 0 THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECTAND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. RE ERE PREPARED. REUSE, REPRODUCTIONOR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLETO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.NISUAL CONTACT WITH THEM SHALL CONSTR N m IEM SHALL CONSTRUIE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS, v r \ LOUVERED CUPOI IVERED CUPOLA v 6" I ~A 6x 17 o TYPICAL ROOF CON8TRUCTIC SIMPSON ROOF SHINGLE 'CONSTRUCTION 3 A-5 SVOng-TIM 300 ROOFING PEI ROOF SHINGLES W16 = 3/4" ODX PLYWOOD ROOF SHEATHIN ROOFING FELT :OOF SHEATHING - - - - PRE-ENGINEERED ROOF TRUSS • 24" O.f RUSS • 24" O.G. 5" AWMINUM OGEE GUTTE M OGEE GUTTER TO STORM DRAINAGE SYSTE AINAGE SYSTEM (3)13/4" X II 1/8" ML. HEADS /8" ML. HEADER _H_p_R 0; V T.O. HDR. n 9' - 0° V 10" FIBERGLASS COLUMN COVE COLUMN COVER iTING COLUMNS) io 0 PRE-ENGINEERED ROOF TRUSS !TO MATCH ED<ISTING COLUMNE a. ~ 4" P.C. SLAB (3) 1 3/4" X 11 1/8" ML. HEADER 4" STONE VENEE STONE VENEER ON GRADE 2,.. 1C ter- - F!I 8" THK. P.C. WALL O P.C. WALL ON ~T p' 0^ V S" X 16" P.C. FOOTIN ° P.C. FOOTING J f ° - - F-TG~.~ ~n DETAIL HEADER TO TRUSS SCALE: 1 1/2" - 1'-0" U W N 1 SECTION 1 W ~ SCALE: 1/4" " I'-0" LYa a 60 6" dl°n wm /bu TYPICAL R P ONSTR I TION TYPICAL ROOF CONSTRUCTION :UCTION ROOF SHINGLES ROOF SHINGLES 300 ROOFING FELT 30" ROOFING FELT r ~ d=o L 3/4" COX PLYWOOD ROOF SHEATHING y/ 3/4" COX PLYWOOD ROOF SHEATHING OF SHEATHING N PRE-ENGINEERED ROOF TRUSS • 24" O.C. 5 PRE-ENGINEERED ROOF TRUSS • 24" C TRUSS • 24" O.C. A-5 J 5" ALUMINUM OGEE GUTTER 5" ALUMINUM OGEE GUTTER TO STORM TO STORM DRAINAGE SYSTEM ER TO STORM DRAINAGE SYSTEM w T.O. HDR. _ 314" AZEK FASCIA _ 3/4" AZEK FASCIA_ _ _ T.O. HDR. „ 1/2" SHEATHING W/ BEAD BOARD CEILING 1/2" SHEATHING W/ BEAD BOARD CEILP BOARD _ CEILING 9~ - 3/4" Azr=K GLAD HEADER ® 3/4" A7EK CLAD HEADER 'Z ENGINEER (3) 1 3/43/{" X II 1/8" ML HEADER ~ (3) 1 3/49/4" X 11 1/8" ML. HEADER FADER a-, vogK . 1/4" X 6" X 10" BEAM POCKET ue" v u"vin" cvel.l onr-vcT ,r-~cT 0 i I - T64"X4"XI/4" WITH 1/4" BASE PLATE AND BEAM POCKET. 35E LOUVERED CUPOLA '.ET. ? 6" Qom F ED OF6 10" FIBERGLASS COLUMN COVER 10" FIBERGLASS COLUMN COVER COVER 4 JEFiR T. 5UTLER, P.E (TO MATCH EXISTING COLUMNS) (TO MATCH EXISTING COLUMNS) -UMNS) TYPICAL ROOF CONSTRUCTION A-5 TYPIG I ROaF R5TF2 ^TIOI. BASE CAP TO MATCH EXISTING 4 BASE CAP TO MATCH EXISTING LISTING ROOF SHINGLES / 30* ROOFING FELT ~ Q 3/4" COX PLYWOOD ROOF SHEATHING i z PRE-ENGINEERED ROOF TRUSS o 24" O.C. C 1ti~ • O.H~ STONE VENEER TO MATCH EXISTING ,(i L- STONE VENEER TO MATCH EXISTING H EXISTING 5" ALUMINUM OGEE GUTTER i ° 4~ L Jli ,ir in TO STORM DRAINAGE SYSTEM P.C- SLAB. 4" MIN. b" CMU BASE m FN. FL. P,C. SLAB. 4" MIN_ FN. F, _ (3) 1 3/4" X 11 1/8" ML. HEADER T.O. HDR. O 3 - - 8'-0" OMNO N 0 0„ - GRADE p GRADE E" Gl IK m m z °Q' II E T54"X4"XI/4" WITH ,q O III III-III- -III )III i~ '~I -III- _ P.C. PILLAR BASE 1/4" BASE PLATE A0ozo o a d uj ° O ~ y 'U .r ch - III-III S" THK. P.C. WALL ON 1° -III JQ-•,_. III-III- p m III III 4 III- all X IS" P.C. FOOTING 4 I Vil 4 4" Ii H - III-III S' THICK X 32' X 32 6 FT"_ 'S~ P.C. COLUMN FOOTING _ 2" 4" P .C, SILAS ON GRADE 'IN6 _ FT ~~Z-- o z o 0 E-r O~~y um *7 3' III -'III-III -III- • -I I I s„ 6; 4" STONE VENEER r~ UUou ;r I - m u FN. FL. ~y" ^ cri Q on I6 32„ 24" X 24" P.C. PILLAR SASE ON _ _ - _ 0'-M" U N 32" X 32" X S" P.C. FOOTING _ -III-III-III-III-III- -III-III-III-III- a. - I~.~°, , 11=1 I ICI ~ a o I I I-I I ~ -III-III-III-III-III-III-III-III III-III-I I III-I I : ~ -_I III-fl II w o -f I- - _ =H I-1-it-I I-~-tf I-H1~I It-H~ I~ I~tt I It-f-I I-N ~ 1- I FTG. 1= o m 3 WALL SECTION 1 n WALL SECTION 2 SCALE: 112" . 1'-0" lSCALE: 1/2" PAGE: n SECTION 2 ` SCALE: 1/4" . Ib" 0 0 A5 m 0 THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHRECTAND THEIR USE AND PUBLICATION SHALLBE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPR RED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN I WITH THE ARCHITECT.WSUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA I N DNSTRUFE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. m v J AMEADMEANT REVS10N5 A ____________________Q__. ? II ° - n ° 0 EX (2) 2X1O EX. (2) 2XIO EX. (2) 2XIO EX. (2) 2X10 EX. (2) 2X10 EX. (2) 2X10 EX (2) 2X10 EX. (2) 2X10 EX. (2) 2X10 EX. (2) 2X70 :C3- 2 ::C3-: ADD (2) 2X1O' ACQ TO GIRDER REPLACE ALL 4X4 POSTS ADD (2) 2X10 ACQ REPLACE ALL 4X4 POSTS ADD (2) 2X10 ACQ w/ 6X6 ACQ POSTS TO GIRDER w/ 6Xfi ACQ POSTS TO GIRDER VERIFY PIERS (MIN. 12"dIP., VERIFY PIERS (MIN. EYES., y 3' BELOW GRADE) 3' BELOW GRADE) O 2 r~ r 2 a 7'-9" ~ 8'-1 Y2" 8•-0" 5-0" 6'-9''h" 3'-4" O 8a_On 8r Om 8r On r iD ® NEW (4)2X70 ACQ GIRDER - ® NEW (4)2%10 AC(Q GIRDER _ ® -NEW (4) -2XIO --ACQ GI W (4) 2X10 ACQ GIRDER NEW (4) 2X10 ACQ GIRDER NEo (4) 2X10 ACQ GIRDER NEW (4) 2X10 ACQ GIRDER NEW (4) 2X1O ACQ GIRDER NEW (4) 2X10 ACQ GIRDER N (413X10 ACQ GIRDER i 6X6 ACQ POST w/ 12" 61a. / 12"dta, 6X6 ACQ POST 12"dla. , t~ CONC. PIER 3' BELOW GRADE W GRADE CONC. PIER 3' BELO OW GRADE \ \ / z 0 O H r RE-BUILD \GC'~'fO VERIFY ALL ',TO VERIFY ALL ® EX(. RETAINING QIMENSIONSAND vERlEY conolnaN OF Exlsnnc LEDGER EXISTING UPPER DECK EX6 NCO POSrc WALL A[O~INQ PER MANUFAC KENSIONS AND W PER MANUFACTURE REPACEIADGFLASHINGASREOUIREL, GIRDER TO BE REMOVED G'dln. CONC. PI SPECIFI IONS AS SECURE LEDGER HOUSE WITH TIMeERLOKa IDIT]WLM 4_2X10 PPER DELI(GIRDER 0.E CI FI IONS AS W SELF-COUNTERSINKING SCREWS BY OLYMPIC O VIURED - MPNUFAGTURINO(2 SCREWS ®C.2"0G) ( 1 1 TNp ~UIRED i i7I.CQiPOST ON I li'HO. CONC. PIER I~I-wl]1'%]W RLB 'l yll O j, ,al o io KIN II AT~ URD~Q~ Sor II~' ro it O Ow 00 ^I ' GMACOPOSTON _ "Idl, CONC, PIER' w/fA^%s4^FEG _r SELOWGMOE 1--1 • rJ~ . ~ . iy 2X10 PPER DECK GIRDERW ~W(4) %.]xe R m ®m^ac _ _ _ WALL l 7 7-- _E2)_2 EX. I II 11 II II Q~ NEW STEI NEW STEEL LA11Y COLUMN r ON ON 24"X24"X12" r CONC. FTC. EXISTING I EXISTING DECK BOARDS L.L.I LJ EX. POST EX. POST AND RA AND RAILING TO BE - ® - -E%(3)3%12 REF REPLACED uP uP DBL. UP [ EE] L F t DBL. UP DECK JOISTS M ~I 0 ADD (2) 2X10 ACQ NEW EELLALLYCOLUMN Ni NI tr TO EX. GIRDER. N 24X24' %12" INSTALL SIMPSON CONC. FTG. POST CAP AT EACH NEW STEEL LALLY COLUMN ON 24"%24"X12' 5-1/2X16 POWER BEAM 6-7!1X16 POWER REAM I Conk FTC. - _ • REPLACE 4X4 POST .4 POST POST, THRU-BOLTED o f L f- .../cvc Arn ern w~ NEW STEED. LALLY COLUMN OM 24 X242 n CONC. FTG PARTIAL RTIAL SECTION NEW STEEL SCALE: 3/1 a LALLY COLUMN ) C n4O n SCALE: 3/4" = 7'-0" d v - ~Y.PUSI• r ~ ~W3 EXISTING 5-2E_= EX. (3) 2X12 EXISTING CONCRETE STOOP HOUSE EPOXY IN REBAR DECK (TYPICAL) ~ EXISTING DECK ti SPA TUB W N~ 10 T1 I N L , c I .I ' ~'m~Cy.N NEI, it 5/41' DECKING N r r RING 1D ACQ OJ p16-OC In CONCRETE PIER w/ L 36"X30" CONC FTG.~ (CRETE PIER w/ - - - - WCONC FTG. ~ EXISTING T-0" BELOW GRADE BELOW GRADE •-p° CUT STEPS FOR PIERS •_p" FOUNDATION JL2 TI HIF%I]ACpGIRDER 1 TXRLLBDLT WY Z I __u ''Ii rI F W WASHERS, NIIT ij FEB -4 2013 III- r,v n U B"dh. CONC. PIER w/ (2) •~d I. CONC. E% RETAINING l,li'I UV ERw/I2)•Ad nAe01D 1E __----Pm ~IPLIP(p k5 REBAR 9:-, '5 REBA0. .4 d! CONC. o rv ? v ? v PIER 24"X24"XI7 CONC. FTG, 24"%24"x12" 2,V 1x12" 4pC'aZ CONC. FTG. CONC. FTG. SL- s PAR, PARTIAL SECTION DRAWN MR/MS ALE V" JoB N. SCALE: 1/4" = 1'-0" JRImmy03,21313 SHEET NUMBER: )NS, AND THE FIELD CONDITIONS, AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK. CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPON! R SHALL BE RESPONSIBLE FO NG DEPARTMENT INSPECTIONS A-5 E C of O PRIOR TO RECEIVING FGAYMENT FROM OWNERS. PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWIIINGS, THE SPECIFICATIONS, AND THE FIELD MANUFACTURERS WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JOB SITE. INCLUDING BUILDING AND SITE CLEA0.ANOCES FOR DELIVERY OF EQUIPMENT AND MP QUIPMENT AND MATERIALS, AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK. ROUGH ELECTRIC, PLUMBING, AND HVAC PRIOR TO INSULATING AND SHEET 0.0CKING AND SHALL SECURE THE C of 0 PRIOR TO R A M N l M I.4"A T REVISIONS: A' -rl I EXISTING DECK ;TINS EXISTING DECK i 0 H GLPB IGE Aruba Mlle Jet a I ¢ o EXISTING KI ALTERED EXISTING KITCHEN 6Person He Tub Spa ALTERED O O Con F Zo EXISTING BEDROOM o L O O z v3 O O • 0 a l\ O EXISTING FAMILY ROOM O O _ QQQ W Iw d Z VW 2..a^ - z I `IN XISTING BATH CLOSE OFF EXISTING OPENING OALTERED RELOCATE DOOR 0 [B" FLOOR DROP] pEruce Ex Pivoios - - - - - - LF I~ W w n. - LE CL LID OI O ~ LNDR p D m II F 0 I I; EXIS INGLIVINGROOM 'IMF 11 I `j EXISTING ENTRY °:l' T. I o, i OPEN II Nile TO ;l:N 2..s. EXISTING DINING ROOM LOOM II OPEN BOVE I I i TO ~li 0 NEW WALL neovE I; ;C DOOR 0 II L , 1101 EX. 1/2 , o~ a m,0 W b BATH EXISTING BEDROOM O b w ~ ~ Yi mu ~ i V EXISTING PORCH C 135 N ALTERED rA~ cV cV Ia, PI x W 3 F- iV •f"' 1014 FG COLUMN N - w/ 6X6 AC POST - I N N - - EX. STEPS TO REMAIN -0" 9'-4"-0" WALL LEGEND WALL TO BE REMOVED O BE REMOVED 0 EXISTING WALL O O WALL INSTALL NEW BLUESTONE ® NEW WALL EX. LANDING TO REMAIN WITH PROPER SLOPE(TYPj ALL F NOTE: DIMENSIONS OF EXISTING WALLS ARE FROM FINISHED WALI OM FINISHED WALL [ INT.: 2X4 = 4.1/2", 2X6 = 6-1/2" ,EXT.: 2X4 = 4-'.2X6 = 6" ] X4 4 X6 DIMENSIONS OF NEW WALLS ARE FROM STUDS STUDS TT EX. STEPS TO REMAIN [ EXT. /INT.' 2%4 = 3-1/2", 2X6 = Sd/S' ] 1ST. FLOOR PLAN ~N qC~ iK SCALE; 1/4" = 1' EX. SIDEWALK TO REMAIN f r If DRAWN:MH/MS SCALE- 1I41F=11-0" At oen. ~ HE UM Juty 03, 2013 SHEET T NUMBER. PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGSS. THE SPECIFICATIONS, AND THE FIELD O 5, AND THE FIELD CONDITIONS. AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK. CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONS '.SHALL BE RESPONSIBLE FORALLBUILDING DEPARTMENT INSPECTIONS A-6 MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK DIMENSIONS AND CONDITIONS AT JOB SITE, INCLUDING BUILDING AND SITE CLEARANCES FPOR DELIVERY OF EQUIPMENT AND MATT JIPMENT AND MATERIALS, AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PNORTO THE COMMENCEMENT OR CONTINUATION OF WORK. ROUGH ELECTRIC, PLUMBING, AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE C of 0 PRIOR TO RI C &0 PRIORTO RECEIVING FINAL PAYMENT FROM OWNERS. AMEANDMENT'- REVISIONS. A z 0 H EXISTING DECK Iv[ Exam c EXISTING DECK REMOVE EXI81N0 BIDET, VANITY&SINK VANITY 6 SINK CUSTOM TRANSOM INSTALL NEW SINK ABOVE R LL NEW SINK CXWI453 NEW (4) RECESSED SOFFIT SPOT LIGHTS 5.2 1/4 X2-0 REPLACE EX. WINDOWS ROUND TOP ABOVE H (3) 1-3109L/2 ML HEADER 0 \ w Mr C/1 7PIN REMOVE z - EX \4~A11 0 REMOVEEkIMI AG REM WALLANDREPLACE VA REMOVE EXISTING 2 r.5^ THE /SHOWR I i ~ SINKEXISTING Q H CLOSE OFF I CLOSE OFF ( BATH OPENING I I OPENING I I Q m II EXISTING BEDROOM 0 REMOVE a I F"" p EXISTING SKYLIGHT I I `"'"""s EXISTING BEDROOM it J mi a -1 0 0 I rvll \~r7wJ O °i r mp EXISTING EXISTING HALL BATH 0 F%IRING DORMER TO---? o BC REMOVED r I \ , cd of DI ~ M a I OPIIE EXISTING BEDROOM EXISTING BEDROOM ROOM BELW a OPEN N ~nJ TO ~ eN m O W m m BELOW t` D ~ ra~ REMOVE EXIS"pNG H y \ SKYLIGHT 3 2XB FB2 HDR. 3ENCH SEAT (D 9ENCH SEAT', CWI35 CWI35 CWI35 CWI35 CCU y 3']%R FN£HDR. 3 2%B DF 2 HOR. 5'-21/4•"X2'-T, ai 0'0 ~ I\~ ,G M vvN~~ L' CW24 CW24 ROUND TOP ABOVE REMOVE ~ 14,_a„ 2,_6, ppp~ V ~ 7'-T 7'-0" EQ. EQ. ES ISTIN6 _ T v N A Fw3 c. W a A W O U~ 2ND. FLOOR PLAN F SCALE: 1/411 = 11 WALL LEGEND WALL TO BE REMOVED 0 EXISTING WALL ® NEW WALL U~ NOTE: DIMENSIONS OF EXISTING WALLS ARE FROM FINISHED WALL I INT.: 2X4 = 4.1/2",2X6 = 6-1/2' EXT.: 2X4 = 4",2X6 = 6"1 DIMENSIONS OF NEW WALLS ARE FROM STUDS [ EXT. / INT.: 2X4 = 3-1/2", 2X6 = 51/2" ] ~iyKp~ er ~ fr DRAWN. MH/MS y,• A G SCALE 1/4"=1'4' JOB January 03, 2013 SHEETNUM13ER: PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS„ THE SPECIFICATIONS, AND THE FIELD C( i, AND THE FIELD CONDITIONS, AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK. CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPOND SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS A-7 7 MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALLWORK. DIMENSIONS AND CONDITIONS AT JOB SITE, INCLUDING BUILDING AND SITE CLEARANCES F(DR DELIVERY OF EQUIPMENT AND MATE IIPMENT AND MATERIALS. AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK. ROUGH ELECTRIC, PLUMBING, AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE C D/ 0 PRIOR TO RE o/ 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS REVISIONS 15.1' I I w - - - z 0 cl H A Ia - Wz ~ ao 10 aj aW j~ - I~ - I ZO w~ H qQ d n -4 a~ FRONT ELEVATION SCALE: 1/4" = 1' ELECTRICAL ~ INSPECTION PEOU, RED P a M UNtl.A FJi.a 0 m a G M NOW PROW RBfibEW RNbE81P~F3 DEPARTMENT AT TQTI R FOR THE FOR SEE®I~iRg IN§ IN~E'EGTVO,NS 1 E@'~Rb~A§~i®N=TUNER€PWIR€P a LT EeR~NRR~ ,,P,NIgRETE U n $ ~fah4 =~AMh4MF ~W,YEJM14§TT9EHhMk EETIRiI~~~PAwHIkiN~G w 3 20 4Nr§WkTTr'iPN1 c. X & ~IIi4~TEr~E~P.MR4~~TFO l~ e o4EETRI,Pn~ N~ ftT TI,ON SHALL YEET-TNE yAWISTIS,PETHECODES of NEW MWI .k§Tr1AT€ WTSESPCNSIE}EFOR w ~E4&I&WTIR+ CTIPJ TRRCIR E PLUMBER CERTIFICATION ON LEAD CONTENT BEFORE U O CERTIFICATE OF OCCUPANCY SOLDERUSED IN WATER 4 SUPPLY SYSTEM CANNOT EXCEED 2110 OF 1% LEAD. H PLUMBING ALL PLUMBING WASTE & WATER LINES NEED ?Vl TESTING BEFORE COVERING r I 71 Mar DRAWN ME/MS SCALE: 1/4"=Y-0" JOB '-November 20, 2012 EXISTING FRONT ELEVATION IIBI' SHEET NUMBER: SCALE: 1/4" = 1' ]ALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS A-1 AND THE FIELD CONDITIONS, AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERALCONTRACTOR SHALL BE RESPONSIBLI PMENT AND MATERIALS, AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK ROUGH ELECTRIC, PLUMBING. AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE C of 0 PRIOR TO RECE ,f 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS, TFHE SPECIFICATIONS, AND THE FIELD COI MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JOB SITE, INCLUDING BUILDING AND SITE CLEARANCES FODR DELIVERY OF EQUIPMENT AND MATER REVISIONS ~v Z- - z 0 q L aW Old F1 IT-11 1 111 11 1 T o W~ ELL ~`k 71 13 ~M RIGHT ELEVATION SCALE: 1/4" = V CIS a 0 vs Vol 6p a 0 v v w v ~w3 a m ~l E V G O F m Q >Et u, sNk DRAWN MHJMS SCALE 1/4"mT-C' JOHN: ~ Lr November 16, 2012 SHEET NUMBER: EXISTING RIGHT ELEVATION SCALE: 1/411 = 1' PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGSS, THE SPECIFICATIONS, AND THE FIELD C JS, AND THE FIELD CONDITIONS, AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK. CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS POR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONS 3 SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS A-2 2 C of 0 PRIORTO RECEIVING FINAL PAYMENT FROM OWNERS. MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JOB SITE. INCLUDING BUILDING AND SITE CLEARANCES I FOR DELIVERY OF EQUIPMENT AND MA1 IUIPMENT AND MATERIALS, AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK ROUGH ELECTRIC, PLUMBING. AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE C of O PRIORTO R , "SION5: T_PPTT Ll ILI Ll - z 0 TITI ~ A w o0 L-J-L a> ~W El H Q Q d REAR ELEVATION a~ SCALE: 1/4" = V 03 P1 pN1M m m v a m y m ~ P~ ninl F 7 ;A ~u El F H N ~ ~ v ~ow3 Iffill I lit U t, O (i•~ d F ..HUI. `dl+s DRAWN: MH/MS SCALE: 114"=1'-0" EXISTING REAR ELEVATION JOB4. November 20, 2012 SCALE: 1/4" = V SHEET NUMBER: PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS. ITHE SPECIFICATIONS, AND THE FIELD CO AND THE FIELD CONDITIONS, AND SHALL REQUEST` CLARIFICATION BEFORE COMMENCING WORK. CONTRACTOR SHALL VERIFY ALL GNERALCONTRACTOR TO COORDINATE MEETING WITH OWNERS FOIR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIB IPMENT AND MATERIALS, AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIORTO THE COMMENCEMENT OR CONTINUATION OF WORK. ROUGH ELECTRIC, PLUMBING, AND HVAC PRIOR TO INSULATING AND SIHEETROCKING AND SHALL SECURE THE C o! 0 PRIOR TO REC IHALLBE RESPONSIBLE FOR ALLBUILDING DEPARTMENT INSPECTIONS , A-3 MANUFACTURERS WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JOB SITE, INCLUDING BUILDING AND SITE CLEARANCES FO)R DELIVERY OF EQUIPMENT AND MATE[ o! 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS k 0 REV SIGNS L T1 T - - -I z 0 r H w o0 ~W ~W Ell _ T- Y1 z ~a o W T -T T- Q LEFT ELEVATION Y, SCALE: 1/4" = 1' tiD M O M ~ G O ~ N t\ p I+l N pi o~ w® ~ a v 7 t\~r in U ~ v ~ G S v ~ow3 U~ Ell F u ULn I r7= Y G i 14" ye' . r0' DRAWN MH/MS EXISTING LEFT ELEVATION 6 n e{r' SCALE: 1/4^=1'-0" JOB SCALE: 1/4" = 1L NnveObe 16,2012 ~'Fi,M a1Q)'; -r',-S'k".! SHEETTNMBER: PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWING;S, THE SPECIFICATIONS, AND THE FIELD f JS, AND THE FIELD CONDITIONS, AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTORTO COORDINATE MEETING WITH OWNERS TOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPON R SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS A-4 ¦ MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JOB SITE. INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MAI IUIPMENT AND MATERIALS, AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK. ROUGH ELECTRIC, PLUMBING, AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE C a/ 0 PRIOR TO 1 E C a/ 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. REVISIONS: A ? 13 i ? - L1 ° ° n n 0 EX. (2) 2X10 EX. (2) 2X10 EX. (2) 2X10 (2) 2X10- EX. (2) 2X10 E% (2) 2X10 E%. (2) 2X10 EX. (2) 2X10 EX (2) 2X10 EX. (2) 2x10 ' ________._____._a ADD (2) 2X10 ACQ T TO GIRDER REPLACE ALL 4X4 POSTS ADD (z) 2X10 ACQ REPLACE ALL 4X4 POSTS ADD (2) 2X10 AGO w/ 6X6 ACQ POSTS TO GIRDER w/ 6X6 ACQ POSTS TO GIRDER VE VERIFY PIERS (MIN 12"dN, VERIFY PIERS (MIN. 12-IU... 3' BELOW GRADE) W BELOW GRADE) O i I~ 8.-0.. 7. 9.. 8'-11/2" B'-0" 6'-6" 6'-9/2" 3' 4.. O 8r_Orr 8r_Or 8r_Or NEW (4) 2X10 ACQ GIRDER _ NEW (4) 2X10 ACQ GIRDER NEW (4) 2X10 ACQ GIRL 7 (4) 2X10 ACQ GIRDER NEW (4) 2X10 ACQ GIRDER 1,14 (4) 2X10 AfQ GIRDER NEW (4) 2X10 ACQ GIRDER NEW (4) 2%10 ACQ GIRDER NEW (4) 2X10 ACQ GIRDER N L413810 ACQ GIRDER ® 6X6 ACQ POff W/12"dla. I 6X6 ACQ POST w/ 121-dia. / ca CONC. PIER 3' BELOW GRADE GRADE CONC. PIER 3' BELOW GRA MDE I\ z 0 C3 I~ ® 0.613UILD H VERIFY CONDITION OF EXISTING LEDGER EX, RETAINING REPLACE/ ACE [HASHING AS REQUIRED. 6%6 LCO POA ON WALL SECURE LEDGER TO HOUSE WITH TIMBERLOM Uft. CONC. PIER , I SELF -0ODNlER51NWNG SCREWS BY OLYMPIC 3' BELOW LMOE MANOFADTUNING(2 SCREWS ®SA O.O) (4)2X10 PIER DECK GIRDER ~ a g z 0 H A d RETAINING WALL ' Ex. (z) zxm II II ( II Q EX. POSE EX. POST EXISTING D EXISTING DECK BOARDS x AND RAIL AND RAILING TO BE ® EX (3)2X12__ REPL REPLACED NEV NEW STEEL LALLY COLUMN ON 24"X24"X12" CONC.FTG. UP UP DBL. UP DI DBL. UP DECK JOISTS M FE] NEW (2)1-3/ ' NEW (2)1-3/4X9-1/4 ML w/ 1/T' STEEL PLAT ANEW (2) 1-3/4X9 1/4 ML 1/2" STEEL PLATE O of NEW STEEL I-ALLY COLUMN ON 24"X24"X12" CONC. FTG. O o ADD (2) 2XI0 ACQ NEW STEEL IALLV COLUMN ON 24"X24"XI2° TO EX. GIRDER. CONC., ETC G INSTALL SIMPSON O POST CAP AT EACH (2) 1-3/4X/2 ML GIRDER (2) 1-3/4X9-1/2 N4L IRDER POST POST, THRU-BOLTED o REPLACE4X4 POST W/ bXb ACQ 8'-1011/2" F -W STEEL I-ALLY -W STEEL LALLY COLUMN ~ ~ N O ON 24"X24'9 NEW STEEL LALLY COLUMN I CONC. FT( CONC. FTG QCONC.FTG. J D PARTIAL 5 ON 24"X24"X12" IIII MAL SECTION CONC. FTC. SCALE: 3/4" SCALE: 3/4" = P-0" a o N O EX. POST O (I 7 ~ v c~v ~w3 (3)2X12_-------- EXISTING CONCRETE STOOP ,i EPOXY IN N5 REBAR (TYPICAL) A m N ry ~ I I I iV H I I I cN' I 11~ ~ I L_ a I, I cN~ ~ ~ N U U CONCRETE PIER.j TE PIER w/ - - - - O 36"X30" CONC. FTG. ONC. FTG. UT STEPS 3'A" BELOW GRADE )W GRADE -O" CU FOR T PIERS d H Um W DRAWN MHWS SCALE' 114"=1'-0'• jC)EI Lkl - b' Nov®ber20,2012 SHEET NUMBER. PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS, THE SPECIFICATIONS, AND THE FIELD COP WD THE FIELD CONDITIONS, AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK. CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBI MENT AND MATERIALS, AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK ROUGH ELECTRIC. PLUMBING, AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE C of 0 PRIOR TO REC HALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS A-5 s 5 of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. MANUFACTURER'SWARRANTY AND SHALL BE INSPECTED TO VERIFY ALLWORIC DIMENSIONS AND CONDITIONS AT JOB SITE, INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERI REVISIONS. A Fill i 0 EXISTING DECK TING DECK EXISTING DECK O FBI • GARBAGE L TK- Q EXISTING KI' EXISTING KITCHEN W ALTERED ALTERED Q C/1 F Za z EXISTING BEDROOM $ O O O O O 0 V 3 c O O H ° ° ° EXISTING FAMILY ROOM Q O O iw W 5'-1riz' ~ O ~n z z q q 1 CLO~E OFF EXISTING OPENING EX[' TING BATH RELOCATE DOOR L r ALTERED m I LB" FLOOR DROP] PEPIACE F%. YIFIXDS T___I ry, ce \ W w O a C. LE O of ce L m a I I il~ I iI' a a - I I JQ II ~ I ' o ' I I FBI' EXISTING L1~`ING ROOM 'IMF I N (O EX. L DRY. RM. ALTERED I 1O EXISTING ENTRY o, OPEN I ~u z`b„ EXIST'ING DINING ROOM I I N:li TO Tx ~OVE i . S :OOM OPEN -E„p 0 ~v~ rv& DOOR v 'E--------------------------------------- 0 m o~, v o 2 X. i _ae a w®~ d~ v BATH EXISTING BEDROOM U i ~ ~ a N EXISTING PORCH ALTERED N C ~ d ~w3 N N 5 P~ A a N' 14X14 FL COLUMN _ ~ N ~`I - w 6X6 AC POST I N I N - EX. STEPS TO REMAIN o„ 9,_4„ WALL LEGEND WALL TO BE REMOVED i0 BE REMOVED IrU 0 EXISTING WALL JG WALL 1~ tn INSTALL NEW 31LUESTONE ® NEW WALL )ALL EX. LANDING TO REMAIN WITH PROPER SLOPE ffYP) H NOTE: DIMENSIONS OF EXISTING WALLS ARE FROM FINISHED WAI ROM FINISHED WALL [ INT.. 2X4 = 4-1/2", 2X6 = 6-1/2",EXT.: 2X4 = 4-% 2X6 = 6" 2X4=4",2X6=6"] DIMENSIONS OF NEW WALLS ARE FROM STUDS a sruos EX, STEPS TO REMAIN [ EXT. / INT.' 2X4 = 3-1/2". 2X6 = 5-I/2' V u 1ST. FLOOR PLAN %N SCALE: DRAWN MH/MS )(2V y SCALE: 114"=11-0" EX. SIDEWALK TO REMAIN Df"`+ JOB t N.v mb.20, 2012 SHEET NUMBER iR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS A-6 PAINTER PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAW INGSS, THE SPECIFICATIONS, AND THE FIELD NS, AND THE FIELD CONDITIONS, AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPOP 1UIPMENT AND MATERIALS. AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK. ROUGH ELECTRIC, PLUMBING, AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE C of 0 PRIOR TOI E C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JOB SITE,INCWDING BUILDING AND SITE CLEARANCES IFOR DELIVERY OF EQUIPMENT AND MA REVISIONS. A z 0 H EXISTING DECK EXISTING DECK REP CXW145.3 NEW (4) RECESSED SOFFIT SPOT LIGHTS 5'31/4-'X2'-7" REPLACE EX. WINDOWS ROUND TOP ABOVE 0. O o 3; 3) 1-3/4X9-1/3 ML HEADER ° Cld w ors o q EXISTING i REMOVE \ I BATH ~ EX. WALL z }i 0 REMO' REMOVE EXISTING ' 2'-6" VAN ~ VANITV e sINKEXISTING , ~A) BATH N C OPEN LOSE OFF I I OCLOSE OFF ~?OPENING _ I I PENING L Q a EXISTING BEDROOM 1 I) REMOVE w"" w J" EXISTING c "FA SKYLIGHT I Ou 3 NURGES D EXISTING BEDROOM I I ry~~ C O (A / I I F%PAND WALL •o O 1 I I OPENING"~` ° ow EXISTING CHANGE BATH DOOR SWING EXISTING HALL -EXISTING DORMERTO~ o~ O BE REMOVED U r~ CC3 ~ I" OPEN EXISTING BEDROOM ENLISTING BEDROOM T QOM BEL~W OPEN / TO M y Ci Lu m m BELOW rn [~l v O X REMOVE EXISTING SKYLIGHT X p/ XX O Q ~r p ~ (3) 2X8 NI HDR. Av- Y, []F W Z .,,J BENCH SEAT BENCH SEAT' . 3'2X8' FM2 HDR 3 2XB DF 2 HDR. CW135 C\))135 CWI35 CW135 N z 11) N ~1 W - 5-21/4,•X2'-]" O CW24 CW24 m ROUND TOP ABOVE ~ 14,_~.2. 6• } 4._3" 7'-11 T 7'_0'' EQ. N U N N EQ. d~ v ry N 15.1' `c0v G E ~w3 W A N L1G 0 U~ m L 2ND. FLOOR PLAN SCALE: 1/411 = 11 WALL LEGEND WALL TO BE REMOVED yy~Ea O EXISTING WALL V ® NEW WALL U~ NOTE: DIMENSIONS OF EXISTING WALLS ARE FROM FINISHED WALL L INT.. 2X4 = 4-1/2", 2X6 = 6-1/2",EXT. 2X4 = 4-.,2X6 = 6" j DIMENSIONS OF NEW WALLS ARE FROM STUDS [ EXT. / INT.: 2X4 = 3-I/P, 2X6 = 5-1/2-3 DRAWN MH/MS SCALE: 1/4"=1'-0" JOB Nov..b.,20,20L SHEET NUMBER. PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTI FY ARCHITECT OF ANY DISCREPANC IES BETWEEN THE DRAWINGS, THE SPEC IFICATIONS, AN D THE FIELD CONE JD THE FIELD CONDITIONS, AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTORTO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE ALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS O PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS MANUFACTURER'S WARRANTY AN D SHALL BE INSPECTED TO VERIFY ALL WORK DIMENSIONS AND CONDITIONS AT JOB SITE, INCLUDING BUILDING AND SITE CLEARANCES FOR mELIVERY OF EQUIPMENT AND MATERIA TENT AND MATERIALS. AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIORTO THE COMMENCEMENT OR CONTINUATION OF WORK ROUGH ELECTRIC. PLUMBING. AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE C of 0 PRIOR TO RECEI REVISIONS vn / z 0 - - - - - - - - - - - - - - - H 12 L ®16'OC " r / r y}) r bC '_11 l a z 0 H Q 17 f / ~ / / f i r / REMOVE EXISTING / ! ' ~ ~ ' ; : i I ? ! / / / / / SKYLIGHT CLOSE OFF' / / / ' ! / f3j 199/4X9r1/2 HkADEK / / ~r ~r OPENING - - - - - - - - - - - - - - - REMOVE EXISFING DORMER / U CIO I A /2XIDRR016"OC f / REMOVE EXISTING ! 2 E p' SKYLICHT. CLOSE OFF a' ° 2'160 RG OPENING(TYP) d, ' i T (2) 2X'10 p{XZH ~f{. I,'~y r n I .•(2) 7tl~FP~ H (2)'2X.1dDFFA HyR~~,.^ /wJ P 1 I a 2 I< n 0 o (311-3/4X9-1 ML HEADER I N ~ _ - - - - - - - - - - - - m ~ dodo 12 II ®16 OC d4' LF / I / / / I / O a 0 i ? i6"OC u m v ~ 2' a ~ v cnoNS `O-~ Q1 12 rv / ?XIQ RR 016"OC 1). GENERAL CONTRACTORTO REVIEW EXISTING CONDITIONS AND CONTACT 6). ICE & WATER BIARRIERTO BE USED IN ALL VALUES AND INTERSECTIONS g~ ARCHITECT FOR ANY DESCRIPENCIES OR PROBLEMS WITH EXISTING CONDITIONS. WITH ROOF AND SIDE WALLS (TYPICAL). ~ v w3 N SHEATHING Ci 2). ALL PLATES SHALL BE BOLTED TO RAFTERS WITH 1/2" DIA GALVINIZED Z). DO NOT INSTALL UNDERLAYMENT ON WET / DAMP PLYWOODB SHEATHING LAG SCREWS WITH WASHERS AT EACH RAFTER. MUSE BE DRY AND CLEAN PRIOR TO INSTALLING UNDERLAYMENT. NT. UNDERLAYMENT IS NOT TO BE LEFT EXPOSED TO ELEMENTS AT END OF THE END OF THE NG IS 3). APPLY 1/7- THICK FIR CDX SHEATHING OVER ROOF FRAME. WORK DAY. COVER WITH HEAVY-DUTY TARP UNTIL ALL ROOFING 15 COMPLETE. 4). APPLY METAL DRIP EDGE OF ANY UNDERLAY ALONG RAKE EDGES AND INSTRUCTIONS. N DIRECTLY TO THE DECK ALONG EAVES. B). INSTALL ASPHALT ROOFING AS PER MANUFACTURE'S WRITTEN INSTRUCTIONS. EWITHAT ROOF PLAN USE GALVAN121E (ZINC COATED) ROOFING NAILS, 11 - 12 GAUGE WITH AT 5). USE3GkFELT UNDE0.lAYMENT WITH ASPHALT ROOFING. LEASTDIA. HEADS, LONr ENOUGH TO PENETRATE THROUGH PLYWOOD. GH PLYWOOD. rCl LES BUT NOT V USE 6 NAILS PEIR SHINGLE. NAILS ARE TO BE FLUSH WITH SHINGLES BUT NOT SCALE: 1/411 = 11 CUTTING INTO SHINGLE SURFACE. fA O N U) w'~,+ DRAWN: MH/M8 SCALE va°=T-0^ \ * JOB q: Nuvcmbc 20,2012 SHEET NUMBER: PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES B ETWEEN THE DRAWINCSS, THE SPECIFICATIONS, AN D THE FIELDC 4S, AND THE FIELD CONDITIONS, AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK. CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTORTO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTORSHALL BE RESPON R SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS 8 E C of O PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JOB SITE, INCLUDING BUILDING AND SITE CLEARANCES [FOR DELIVERY OF EQUIPMENT AND MA'I ~UIPMENT AND MATERIALS. AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK. ROUGH ELECTRIC. PLUMBING, AND HVAC PRIOR TO INSULATING AND SHE: TROCKING AND SHALL SECURE THE C f O PRIORTO 1 REVISIONS 11-0/8 ML RI 11-7/8 ML RIDGE EX. RR (2) 1-3/011-7/8 ML RIDGE DBL 2X8 COLLAR TIE vo EX. RR O ~ (21-3/4X9-1/2 ML Hill EX. FJ DBL 2X10 COLLAR TIE O ¢Q z 0 0 W Q EX. FJ Q EX. DJ EX. DJ EX FJ EXISTING (2)2X10 ACQ GIRDER p; IIIIpI~~~ "o, LAM M 13 6%6 AGO 4 ~~ff II II II II III PDSf e z , Q EXISTING BASEMENT 0 0~ e~ • EXISTING GARAGE 0 I ~ F H C 12"dia.,CONC. M PIER SECTION A-A SCALE: 1/4" = 11-0" O N ti r 1'1 ui 113 3 3 11/4 11/2 11/4 11/4 11/4 11/2 11/2 1 1/2 11/2 11/4 11/4 1 1/4 P .O W 0.i 1+' , 1 , II I , ti + y + (1 I+ I W.C. LAV. LAV. W.C. BIDET W.C. BIDET wV' I f ~ti~~ 1 f` r .,onux«:~Q. 1) I ~ 1 f I+ 1 f~~ J f` it f+ it , ER H I w~xE~=a„_a~ ,II I I, ~ ~ S SH ER SH ER SHIO BA CID 2 2 2 4 W C.O. 3 I1/4 C.O. 11/4 3 3 B 2 np~M. n.vwooo 3 C.O. 3 3 3 u V O m II 1 1, ,WNry~,opsx NG 1 l 1 I d I~ f ~ I I~ I, ' I I I I I/4 / 11/4 IJI/2 11/4 11/4 1 1/2 11/4 F . nu~~~p ~ ~ 'I ( t '"'mom 1 '1 II ~ + SINK W.C. LAV. 113- oPGAI N1Q l on,nQV=w, I 11 ~ I 1 • I~ I I LAV FAI wP~E~eQa~. ~ f ~ , ~ f ~x.r„ f I 11 ( fl y W M D.W. 1( TYPICAL WINDOW OPENING l it+ I it (LESS THAN 4'-UXB'-U" OPENING) ( ( y II'1 'I app B H ' onunwss nee ~ aeruvewuo 11/2 2 3 2 3 TYPICAL DOOR OPENING ~o C.O. 11/9 C.O. 11/4 B CO. (LESS THAN 4'-0%B'-0" OPENING) o Wnu~a envnm ~uwnv 3 3 i nrvo xvrs mia of TYPICAL MULTIPLE OPENINGS (MORE THAN 4'~GXB'-W' OPENING) 4 i SLOPE" 1/4" PER FOOT PITCH TO DRAIN WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL 4'. C.I. TO APROVED `S_, SYtb~" "yV/,,k,[[[~1 s 4" C.I. SEPTIC SYSTEM , + ° ) s AS PER TABLE 1609.1.4, N.Y.S. RES. CODE: ALTERNATIVE FOR OPENING PROTECTION (IF NOT USING IMPACT GLAZING) ~f w ~1i TRAP HOUSE DRAWN MEI/MS WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" PLUMBING SCHEMATIC TRAP HOL SCALE 1/4"=T-0" AND MAXIMUM PANEL SPAN OF B FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE- AND TWO-STORY BUILDINGS. PANELS SHALL BE PRECUT TO JOE COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED (REFER TO SECTION 1509.1.4,1609.6.5 AND TABLE 1609.1.4 OF N.Y.S. RESIDENTIAL CONSTRUCTION CODE). THIS 15 NOT A SUBSTITUTION FOR DESIG*PRESSURE. ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. 7r ba~4r0"dL .v November 16,2012 ALL PANELS MUST BE INTO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS SHUTTERS MUST BE MARKED FOR WHAT OPENING IT IS TO COVER. HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. N.T.S. !?l SHEETNUMEER. ` 1R SMALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS A-9 'NS, AND THE FIELD CONDITIONS, AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK. CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPOI IE C o! 0 PRIOR TO RECEIVING FINAL PAVMENT FROM OWNERS. PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS, THE SPECIFICATIONS, AND THE FIELD MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JOB SITE, INCLUDING BUILDING AND SITE CLEARANCES 5 FOR DELIVERY OF EQUIPMENT AND MP ]UIPMENT AND MATERIALS, AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK. ROUGH ELECTRIC, PLUMBING, AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE C o! 0 PRIOR TO REVISIONS WIND LOAD PATH CONNECTION TION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT & GOOD CON GOOD CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. KING STUDS kENDWALL C RAFTER WALL STUD RIPPLF STUD BOTTOM PLATE RIDGE HEADER LEDGER BATHTUB DOUBLE JOIST SIDEWALL JACK STUDS RAFTER A FLOOR USP NUMBER DESCRIPTION APPLICATION 1ST ADS5 HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS ANCHOR TO FOUNDATION W/ ANCHOR BOLTS CONNECT TO 1 SIDE OF ALL CORNERS ON LOCATION USP NUMBER DESCRIPTION APPLICATION LOCATION U! BATH / SPA TUBS TO HAVE A DOUBLE FLOOI A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT LOCATION USP NUMBER DESCRIPTION APPLICATION RAFTER SIZEUSP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING WALL RUNNING PARALLEL WITH THE FLOOR 2ND. AIDED HOLD DOWN BOTH ROT PLATE OF 2ND FLOOR AND TOP qLL OPENINGS LSTA12 1-1/4°x12" 20ga STRAP APPLY TIC EACH JACK STUD ROOF ANCHOR PLATES OF 1ST FLOOR. CONNECT THROUGH ROOF LSTA24 1-1/4"x24" 20ga. STRAP APPLY OVER RIDGE TO EACH RAFTE 2x6-2x0 LS26 18ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER JOIST DIRECTION WITH (2) FOR JOIST NOT DIRECTLY UNDER '.CTION WITH (2) JOISTS. UNDER WALL. y DIRECTLY UNDER PARALLEL WALLS, PROVIDE r~l HE FLOORS TO EACH OTHER W/ THREADED ROD. ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 2X10 LS210 18ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER BLOCKING @ BLOCKING ®24"OC O WALL STUD THROUGH-ROOF EXHAUST VENTS SELECTED AND LOCATED BY CONTRACTOR METAL STRAP CRICKET AT TOP-SIDE OF VENTILATION CHANNEL Ill t-" Q RIM BOARD CHINNNEY RAFTER AS REQUIRED O SILL PLATE(S) WALIL SHEATHING RAFTERS MAINTAIN VENTILATION WOOD JOIST p~ U SIDEWALL FLASHING V] FOUNDATION ' ' - - - - FINISH WALL AND MOISTURE TOP PLATE BLOCKING -2x4 LEDGER BLOCKING SLAPPING TO BE ATTACHED TO WALL STUDS ®48"OC AT WRIER TO LAP FLASHING 2x4 SOFFIT JOIST Z z O o AND ALL WINDOW/DOOR OPENING JACK STUDS AT VWALL W MAINTAIN GAP B ETIWEEN WALL FINISH AND ATTIC SHALL BE PROVIDED WITH A FASCIA MINIMUM NET FREE VENTILATING AREA Hy U FLOOR JOIST DEPTH REP NUMBER DESCRIPTION APPLICATION ROOIFING TO AVOID SOAKING WALL STUD NOT LESS THAN 1/150 OF THE AREA OF GUTTER E-I 1--1 INSTALL O.C. THE SPACE VENTILATED. ALL OPENINGS WOOD GIRDER SHALL BE COVERED WITH CORROSION- ONTIN. SCREENED VENT 4" - 8" LSTA24 1-1/4"x24" 20ga. STRAP AND JACK STUDS RESISTANT METAL MESH WITH MESH CONTIN. SOFFIT / EXT. PLYWOOD Q ON ALL OPENINGS PROVIDE HEMMED EDGE AT OPENINGS OF V INCH IN DIMENSION LOCATION USP NUMBER DESCRIPTION APPLICATION SOFFITED SAVE INSTALL $0" O.C. FLASHING TO FORM CHANNEL P4 S" - 14" LSTA30 1-1 4"x30" 18.. STRAP AND JACK STUDS AND, SO AS TO MAINTAIN AIR / 9 GAP TO PREVENT CAPILLARY ON ALL OPENINGS / ACTIION 4" - 6" RAFTER RT10 10-3/4" x 16ga. TYDOWN ANCHOR CONNECT TO EACH RAFTER PROVIDE BLOCKING BETWEEN JOIST! BETWEEN JOISTS THAT ARE SPICED AND INSTALL 4'0" O C. CONNECT TO ROOF VENTILATION / OVER BEARING WALLS 0 TEARING WALLS AND HEADERS 14" - 16" LSTA36 1-1/4"x36" 18ga STRAP AND JACK STUDS ON ALL OPENINGS KEEP ROOFING NAILS OUT 8" - 12" RAFTER RT20 21-1/8" x 20ga. TYDOWN ANCHOR EACH RAFTER SOFFITED EAVE DETAIL 2ND. FLOOR WALL OF FLASHING ROOFING LAPS BASE RAFTER L'LLLLJ I FLASHING 4 INCHES BASE FLASHIING WRAPS CORNERS, EXTENDS UNDER SHINGLES AT RIDGE CAP OF SAME MATERIAL AS ROOFING 00 00 SIDES 4 INCHES AND LAPS NAILED TO SHEATHING SHINGLES AT BASE MIN. 4 INCHES THROUGH VENT WOOD JOIST U L) TOP PLATE 03 GIRDER/HEADER SIDE WALL FLASHING WOOD JOIST - 6 1ST. FLOOR WALL STAFFING TO BE ATTACHED TO WALL STUDS @48"OC AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES, SIDEWALLS, WALL STUD -e cd ^ M FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AS AND TO RAKES FORM D PROVIDE HEMMED EDGES SO RAFTERS F"'Y DRAINAGE CHANNELS AND INSTALL 4'0" OC PREVENT CAPILLARY ACTION 4" - 8" LSTA36 1-1/4"x36" 18ga STRAP AND JACK STUDS ERAFTER LOCATION USP NUMBER DESCRIPTION APPLICATION PRE-MANUFACTURED ON ALL OPENINGS RIDGE VENT FOLDS KEEP SHEATHING MIN 1-1/2" ALL JOISTS CONNECTED TO A FLUSH HEAD CONNECT EACH 7 A FLUSH HEADER TO BE SUPPORTED WITH OPER STEEL CONNECTOR. INSTALL 4'0" 0 C. B" - 16" MSTA48 1-1/4"x48" l6ga STRAP AND JACK STUDS RAFTER/PLATE RT15 TYDOWN ANCHOR OVER RIDGE TO FROM PEAK TO ALLOW FREE THE PROPER STEEL COP RAFTER TO PLATE CONFORM TO SLOPE AIR PASSAGE IF ABLE, SET FIR JOISTS APROX 1/2" Hli APROX 1/2" HIGHER THAN LVL HEADERS CONNECT OVER OF ROOF TO ALLOW FOR SHRINKAGE. & RE PLATE/WALL SPTH4 STUD PLATE ANCHOR PLATES TO EACH STUD SHRINKAGE. & REDUCE BUMP OUTS ON ALL OPENINGS UtlL ]ILL YLN t TERMITE SHIELD SILL I GASKET- ~ SUBFLOOR N v WOOD JOISTS n v a NEOPRENE _ m CONC. SLAB TYR. COND. FOUNDATION ( A 6 MIL. POLY GASKET Y 2x6 /2xB CONTINUOUS WOOD PLATE IfG t DAMPPROOF EXTERIOR V GRANULAR FILL BOLTED TO STEEL BEAM WITH Q EMIL POLY DN EXTERIOR ' • V STEEL COLUMN 1/2 " DIA. BOLTS ® 48" ox. STAG. W ,a n d I d , ROOF JACK \XS m ~ v CONC. SLAB 'a e STEEL BEAM r n ( A o ).o III s~E h" x 114" x 8" STEEL 4 U 1 COMPACT FILL h ° ROOFING LAPS TOP AND BOTTOM PLATE U m .v. a . KEYWAY FOOTING e e ° n p •a a p GONG, FTG. d, d pa 1 C e' " FLASHING AT WITH 1/2" x 6" ANCHOR BOLT r. o ANCHOR USE WITH 3.3 SQUARE WASHERS SIDES AND TOP ANCHOR BOLT CONNECTION (USP LBPS58 OR BP583) 1/2" GROUT ~ow3 3" STEEL COLUMN p REINFORCING BAR - DRAIN TILE . AN( FOUNDATION 5/B•' DIA. ANCHOR BOLT _ I I 1 ANCHOR BOLT CONNECTION SUPPORTING MAXIMUM SPACING FLASHING LAPS 10 KIPS ) SILL I (CRAW SILL PLATE TO FOUNDATION ROOFING AT BOTTOM CRAWL SPACE OR FOUNDATION 1 STORY 72" OC SILI SILL PLATE TO FOUNDATION TYPICAL BEAM DETAIL DETAIL V TYPICAL CONC. FOUNDATION. APPLY PILASTERS MIN 3" STEEL COLUMN ANCHORED TO 24"x24"x12" CORD FTG CRAY CRAWL SPACE OR FOUNDATION 2 STORIES 36. OC STEEL / BOTTOM BEARING M BEARING kF''++ WHERE NEEDED FOR STRUCTURAL BRACING. ALL BO ALL BOTTOM PLATE TO FOUNDATION 1-2 STORIES 57" OC SLAB-ON-GRADE ROOF JACKS & VENTS DETAIL u u O LA y SUB FLOOR ~i CONC. SLAB / I DOOR FRAME 6X6 10/10 WWM COMPACT FILL GARAGE DOOR 61 USE 2X8 STEEL BEAM FOR BLOCKOUT 4' SLAB W/ 6X6 WMM I SLOPE lr-= JOIST H P T PLATE 4"DRIVEWAY NOTCH JOIST AND ADJU'. JOIST AND ADJUST HEIGHT u y PLATE I 1/2'• AIR SPACE < I < ^ . 7 1 TO BE (WITH A APROX. 1NAILING/2" OR H 1/ END AND ,p • e • NAILING PLATE NEEDED) 'BOX. 1L OR HIGHER THAN ES OF WOOD i~ STEEL BEAM TO ALLOW F0f BEAMS ° , • (PROVIDE STRAPPING TO KEEP M T OW FOR SHRINKAGE IPPINAL ALLOW TO KEEP JOISTS ALIGNED) .o `NOTCH BEAM FOR MUDSILL IF REQUIRED MAXIMUM 4 ° o~ -II NOTCH EQUALS 1/4 DEPTH OF BEAM a II-II ___~SUBFLOOR PREIMFORCING G AGE • a~a L'6X6 W.WM. 12" a ,iMIN. .e REINFORCING BAR B, AR > . e p e o MOIST DRAIN TILE I~ IN ,e 'o . SHEET METAL / 30# FELT UNDER BEAM AT POINT • O• STEEL BEAM yt~\~„ 12" OF CONTACT WITH CONCRETE OR CONC. BLOCK I - I I I~ • • "'S~+rvy\ PLATE (BOLTED TO BEAM X,~~ 6A • . SHIMS TO LEVEL BEAM TYPICAL CONIC MONOLITHIC FOUNDATION REINFORCE WITH (2) #4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COILUMNS. ^ REINFORCE FOOTING WTH (2) $4 REINFORCING BAARS. 3" MINIMUM BEARING SURFACE FOR WOOD BEAM GARAGE DOOR BLOCKOUT L°,.;6Slh~ DRAWN M[I/MS i... kzSCALE' 1/4"=11-0-1 BEAM POCKET JOB 4. November 16, 2012 'ty ,ik Q:t BUFFET NUMBER. ~`~4~, ~,sdyiQf+a PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS, THE SPECIFICATIONS, AND THE FIELD CONDITIONS,) ELL) CONDITIONS, AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK. CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BERESPONSIBLE FOR ALL ;PONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS A.10 MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK DIMENSIONS AND CONDITIONS AT JOB SITE. INCLUDING BUILDING AND SITE CLEARANCES FOFR DELIVERY OF EQUIPMENT AND MATERIALS, ANDP iMATERIALS, AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK. ROUGH ELECTRIC. PLUMBING, AND MAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THEC&0 PRIORTO RECEIVING FIN, TO RECEIVING FINAL PAYMENT FROM OWNERS. REVISIONS: WIND LOAD PATH CONNECTION AND CC ) CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING OR APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENI RE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. 4" MAX. KING STUDS 4" DIA. MAXIMUM CRIPPLE STUD CLIMATIC & GEOGRAPHIC DESIGN C RAPHIC DESIGN CRITERIA RAFTER GROUN WIND SEISMIC Flu FROST WINTER ICESHIELD FLOOD I LEDGER SNOW SPEED DESIGN WEATHERIN LIP '1EATHERIN LINE TERMITE DECAY DESIGN UNDERLAYMENT HAZARDS RIDGE HEADER LOAD (MPH) CATEGORY DEI DEPTH TEMP. REQUIRED 45 LES. 12D B SEVERE 31 Z SEVERE 3 FT. MODERATE SLIGHT TO 11 NONE TO HEAVY MODERATE ~ F RAFTER JACK STUDS ~o RAFTER-TO-LEDGER CONNECTION / LEDGER TO BE Cl RIDGE-TO-RAFTER CONNECTION RAFTER SIZE US[ LEDGER TO BE CONNECTED TO BLDG. USING 1/2" DIA. BOLTS @16"OC WITH WASHERS HEADER-TO-POST/STUD CONNECTION DECK AND COVERED POR ID COVERED PORCH NOTES: RAFTER 512E USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION 1). Unless otherwise noted, all fromi ise noted, all framing material to be X1 ACQ pressure treated lumber. ;ers and anchors to be galvinized or stainless steel. 0 STAIR RAILING LOCATION USP NUMBER DESCRIPTION APPLICATION 2x6-2x8 2x6-2x8 LS26 18ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER ALL OPENINGS LSTA12 1-1/4"x12" 20ga. STRAP APPLY TO EACH JACK STUD All fasteners, hangers and anchors tc ROOF LSTA24 1-1/4"x24" 20ga. STRAP APPLY OVER RIDGE TO EACH RAFTER 2X10 2X10 LS210 18ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE 57UD 2). Girders for deck joists to be both :k joists to be bolted or anchored to each post or pier with washers and nuts. 1~-1 1-1/2" SPACE Girders on concrete piers shall be an into concrete with a minimum 1/2" to piers shall be anchored with proper steel connectors anchored s a minimum 1/2" dre x T long anchor bolt with washers and nuts. MINIMUM 3). Posts supporting girders shall be footing. Use a minimum 1/2" die x' ng girders shall be anchored to a minimum 24"x24"x12" thick concrete RAFTER be 3 ft. below grade. Immum 1/2" die x 7" long anchor bolt with washers and nuts. Footings Shall W de. A HANDRAILS RAFTER 4). Deck joists to have blocking at 8' have blocking at 8'0 o.c.. O 5). Flashing shall he Installed betwee ae Installed between the building and ledger. Lapping up the sheathing U and over the ledger. Ledger to be fz ter. Ledger to be fastened to building with 1/2" dia. bolts with washers POST and nuts at 16" ox. TOP PLATE shall be a minimum 6" above grade. Zy z TOP PLATE 6). Concrete piers shall be a minimu BALUSTERS 7). All joists to be supported with hz supported with hangers and anchors. Each Joist shall also be anchored I~ RIM/DECK JOIST to girder(s). 0 C OPEN BALUSTER ATTACHED TO WALL WALL STUD WALL STUD o 8). Covered Roofs shall he assemhle9). Use Simpson hangers and anchc s shall be assembled and anchored the same manner as a typical building. ^ rangers and anchors with 2-MAX trippie protective coating or equal HANDRAIL CONNECTION RAFTER TO PLATE/STUD CONNECTION for any contact with ACQ. with ACQ, ALL HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH RAFTER TO PLATE/STUD CONNECTION LOCATIC LOCATION USP NUMBER DESCRIPTION APPLICATION OF THE STAIRS. HANDGRIP PORTION OF ALL HANDRAILS LOCATION USP NUMBER DESCRIPTION APPLICAMON RAFTER/PLATE RT15 TYDOWN ANCHOR CONNECT EACH NAILII CONNECTTO RAFTER/PL SHALL NOT BE LESS THAN 1-1/4"NOR MORE THAN 2" IN 4" - 6" RAFTER RT10 103/4" x 18ga. TYDOWN ANCHOR RAFTER TO PLATE POST-TO-DECK CONNECTION NAILING SCHEDULE CROSS SECTIONAL DIMENSION, OR THE SHAPE SHALL EACH RAIFTER PLATE/WALL SPTH4 STUD PLATE ANCHOR CONNECT OVER USE MIN. (2) 1/2" DIA. GALV. BOLTS WITH WASHERS AND NUTS PLATES TO EACH STUD PROVIDE AN EQUIVALENT GRIPPING SURFACE CONNECTTO PLATE/VVi 8" -12" RAFTER RT20 21-0/8" x 20ga. TYDOWN ANCHOR EACH RATTER ,F SHEATHING, JOINT DESCRIPTION JT DESCRIPTION QN SPACNAIL ING NOTES STRUCTURAL PANEL JCTURAL PANEL Bd AS PER TABLE 3.8 WFCM - SBC 4" MAX. 4" DIA. MAXIMUM Cn t~ II GIRDER/HEADER ROOF FRAMING: GIRDER/HEADER F FRAMING: I-Q O JOINT DESCRIPTION IT DESCRIPTION QTY SPACNAIL P4 ~z Z JOIST POST/COLUMN ° o ING NOTES I~ U F o RAFTER TO PLATE 0 TE RAFTER TO B' WALL: 3-8d COMMON EACH F TOP PLATE 10' WALL: 4-13d COMMO RAFTER TOE-NAIL CCS F, m POST/COLUMN CEILING )01ST EILING JOIST B' WALL: 3-8d COMMON EACH TO TOP PLATE O TOP PLATE 10' WALL: 4.8d COMMON JOIST TOE-NAIL y~ r CEILING JOIST TO LING JOIST TO AS PER TABLE 3.7 EACH FACE GIRDER/HEADER PARALLEL RAFTER '.ALLEL RAFTER WFCM - SBC LAP NAIL a CEILING JOIST LAPS ING JOIST LAPS AS PER TABLE 3.7 EACH FACE IER PARTITION WFCM - SBC LAP NAIL PC POST TO GIRDER/HEADER CONNECTION OVER PARTITION TR COLLAR TIE AS PER TABLE 3.4 EACH FACE LOCATION LOCATION USP NUMBER DESCRIPTION APPLICATION TO R COLL AFTER TO RAFTER WFCM - SBC END NAIL x4 SOLID COLUMN P8544 / P85E44 / KC44 POST CAP ANCHOR APPLY TO EACH COLUMN BLOCKING BLOCKING 2 - Sid COMMON EACH TOE DECPORCHILING SPLICED JOISTS OVER HEADER/GIRDER 4x4 SOLID COLUM LOCATION USPNUMBER DESCRIPTION APPLICATION 6.6 SOLID COLUM e6 SOLID COLUMN PBS66 / PESE66 / KC66 POST' CAP ANCHOR APPLV TO EACH COLUMN POST-TO-GIRDER/HEADER CONNECTION TO RAFTER TO RAFTER END NAIL HOLLOW COLUM JOIST TO GIRDER/HEADER RT10 TYDOWN ANCHOR CONNECT TO EACH JOIST 10LLOW COLUMN SIMPSON STRRI/2 H.C. ANCHOR APPLY TO EACH COLUMN USE MIN. (2) 1/2" DIA. GALV. BOLTS WITH WASHERS AND NUTS RIM BOARD RIM BOARD 2 -16d COMMON EACH END TO RAFTER TO RAFTER END NAIL 0 0 STU WALL FRAMING: o m N L FRAMING: Va rn e o BEARING PLATE GIRDER JOINT DESCRIPTIC DINT DESCRIPTION NAIL NAIL NOTES o QTY. SPACING 0..r w TOP PLATE TO TOP PLATE TOP PLATE TO PER 2 TOP PLATE 2 -16d COMMO FOOT FACE NAIL ~D ° WOOD JOIST TOP PLATES AT TOP PLATES AT JOINTS FACE INTERSECTIONS INTERSECTIONS 4 - 16d COMMO EA. SIDE NAIL STUD TO 5gg STUD TO 2 -16d COMMOf 24" FACE N u R LEDGER - ° GIRDER/HEADER II CONCRETE PIER STUD STUD O.C. NAIL c " in WOOD JOIST WOOD JOIST HEADERTO HEADER HEADERTO i6d COMMON 16"0C, FACE n CAm HEADER ALONG EDGES NAIL s W 3 TOP R BOTI TOP OR BOTTOM 2 - 16d COMMO PER 2x4 STUD END PLATEOTO STTOUD PLATE TO STUD 3 -16d COMMO PER 2x6 STUD NAIL DOUBLE 2x BOTTOM PLATE T OTTOM PLATE TO: FLUSH JOISTS WITH HEADER/GIRDER I (MINIMUM) FLOOR 101ST, BANDJ 3R 101ST, BAND JOIST, 2-16d COMMOJ PER FOOT FACE NAIL CEILING JOIST TO BLDG. CONNECTION ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH END JOIST OR BLOC[ II FOR HEADER HEADER/GIRDER-TO-POST CONNECTION JOIST OR BLOCKING LEDGER TO BE CONNECTED TO BLDG. USING 1/2" DIA. BOLTS @16"OC WITH WASHERS THE PROPER STEEL CONNECTOR. IF ABLE, SET FIR JOISTS APRO%. 1/4" HIGHER THAN LVL HEADERS II OR BEAM LOCATION USP NUMBER DESCRIPTION APPLICATION E. TO ALLOW FOR SHRINKAGE. ROD II (2)BEAMS PAU44 ORWE44POST/ BEAM ANCHOR APPLY TO EACH PIE REQUIRED II FOR STU 1(3) BEAMS PAU660R WE66POST/ BEAM ANCHORAPPLY TO EACH PIE 0 DECK FRAMING: CA FRAMING. 6 FLASHING TUCKED UNDER I TOP PIECE OF SIDING AND JOINT DESCRIPTI( JOINT DESCRIPTION NAIL NAIL NOTES o'd QTY. SPACING N LAPPED OVER FIRST CONTIN. JOIST TO: THREADED ROD SILL, TOP PLATE OR G 1015TT0: q. Bd COMMON PER TOE u [.y PIECE OF SIDING BELOW TOP PLATE GIRDER JOIST NAIL C"'~1 pCi CNW COUPLER NUT BRIDGING TO JOIST BRIDGING TO JOIST 2 - 8d COMMON EACH TOE ~r7WU'^RI C 1/2" DIA. LAG BOLTS W/ WASHERS CONNECTED TO BLDG. p16" OC END NAIL BLOCKING 2-Bd COMMON EACH TOE f.l MINIMUM POST BLOCKING T JOIST TO JOIST END NAIL rn WOOD JOIST END DISTANCE BLOCKING TO BLOCKING TO: EACH TOE BLOCKING SILL OR TOP PLAI SILL OR TOP PLATE 3 -16d COMMO BLOCK NAIL LEDGER STRIP MINIM M LEDGER STRIP 3 -16d COMMO EACH FACE FLOOR FRAMING t::2. JOISTS TO ENS ANCE BEAM o = R x12"x12" . , > JOIST ON LEDGE TO BEAM JOIST NAIL • 4, CONCRETE FOOTING TO BEAM JOIST ON LEDGER 3 - Bd COMMON PER TOE TO BEAM JOIST NAIL WOOD GIRDER BAND JOIST BAND JOIST PER END BLOCKING FOR JOIST HANGER > TO JOIST 3 -16d COMMO TO JOIST JOIST NAIL LAC, BOLTS HOLLOW COLUMN UPLIFT BAND JOIST TC BAND JOIST TO, PER RIM JOIST/BD. O ° SIMPSON STRONG TIE MODEL STRR1/2 SILL OR TOP PLAT SILL OR TOP PLATE 2-16d COMMO FOOT TOENAIL Fkr";p „ryA ~J4~?? SPLICED JOISTS OVER HEADER/GIRDER INSTALL AS PER MANUFACTURE'S RECOMENDATIONS DECK POST FTG. CONNECTION DRAWN:MH/MS PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND USE WITH RT1D TYDOWN ANCHORS 4X4 POST PAU44 OR WE44 POST / BEAM ANCHOR APPLY TO EACH FOOTING -q,~ SCALE' 1/4„=I,-B,. DECK/PORCH LEDGER CONNECTION I LOCATION USPNUMBER DESCRIPTION APPLICATION 6X6 POSE PAU66 OR WE66 POST / BEAM ANCHOR APPLY TO EACH FOOTING JOB 4: November 16, 2012 SHEET NUMBER PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS, THE SPECIFICATIONS, AND THE FIELD CON AND THE FIELD CONDITIONS, AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK. CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTORTO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLI [ALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS A-11 MANUFACTURERS WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK DIMENSIONS AND CONDITIONS AT JOB SITE, INCLUDING BUILDING AND SITE CLEARANCES FORT DELIVERY OF EQUIPMENT AND MATERL MENT AND MATERIALS, AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK. ROUGH ELECTRIC, PLUMBING, AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE Cof 0 PRIOR TO RECE B 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. REVISIONS: NAILING SCHEDULE NYSCODE: 2010EDITION PLAN CONTENTS: vTS: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESIDI R3 RESIDENTIAL GENERAL NOTES WIND FRAMING NOTES 1). RIDGE-TO-RAFTER ASSEMBLY: RESIDENTIAL DWELLING 1-1/4" x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. D table 3.4. JOINT DESCRIPTION NAIL NAIL NOTES BUILDING USE RESIDENTIAL D\ (SEE PLANS) When a collar tie is used in leu of a ridge strap, the number of 10d common nails required ails required QTY. SPACING (SEE PLO in the strap. RAFTER TO 8' WALL: 3-8d COMMON EACH BUILDING HEIGHT (SEE PLANS) CONSTRUCTION NOTES: in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. TOP PLATE 10' WALL: 4-8d COMMON RAFTER TOE-NAIL TOTAL SQ. FT. OF CONSTRUCTION (SEE PIRA 1)- The information within this set of construction documents is related to basic design 2). RAFTER-TO-WALL ASSEMBLY: CEILING JOIST 8' WALL: 3-8d COMMON EACH rte shall be in TOE-NAIL intent and framing details. They are intended as a construction aid , not a substitute Lateral framing and shear wall connections for rafter, ceiling ar truss to top plate shall be in low, rafters TO TOP PLATE 10' WALL: 4-8d COMMON JOIST PRESCRIPTIVE AS PER N.Y.S. RESIDENTIAL RESIDENTIAL CONSTRUCTION CODE AND for generally accepted good building practice and compliance with current New York accordance to table 3.3. When a rafter or truss do not fall in liine with studs below, rafters e attached to CEILING JOIST TO AS PER TABLE 3.7 EACH FACE DESIGN CRITERIA CURRENT SEC HIGH WIND EDITION W ) EDITION WOOD FRAME CONSTRUCTION MANUAL State building codes. The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to If the building PARALLEL RAFTER WFCM - SBC LAP NAIL CROSS SECTION AND GENERAL NOTES construction details and procedures to ensure a professionally finished, structurally the to the wall stud with uplift connections. Roofs overhanging the rake side of the building JOIST LAPS AS PER TABLE 3.7 EACH FACE FRAMING ELEMENTS AS PER FLOOR PLANS CROSS SECTI CEILING C 60 sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 33c. OVER PARTITION WFCM - SBC LAP NAIL EXT. BALCONIES 40 2). The General Contractor is responsible for ensuring that all work and construction 3). WALL-TO-WALL ASSEMBLY: COLLAR TIE AS PER TABLE 3.4 EACH FACE DECKS meets current federal, state, county and local codes, ordinances and regulations, etc. Wall studs above and studs below a floor level shall be attached with uplift connections in nnections in TO RAFTER WFCM - SBC END NAIL ATTICS w/o STORAGE ds below, the 10 These codes are to be considered as part of the specifications for this building and accordance with table 33b. When wall studs above do not fall in line with studs below, the connectors in BLOCKING 2 - 8d COMMON EACH TOE ATTICS w/ STORAGE 20 should be adhered to even if in variance with the plan, studs shall be attached to a common member in the floor assembly with uplift connectors in TO RAFTER END NAIL DESIGN LOAD CALCULATIONS ROOF (GROUND SNOW LOAD) _OAD) 20 accordance with table 3.3. RIM BOARD EACH END (LIVE LOADS PSF) ROOMS (OTHER THAN SLEEPING) EEPING) 40 3). Dimensions shall take precedent over scaled drawings. 4). WALL ASSEMBLY TO FOUNDATION: TO RAFTER 2 - 16d COMMON END NAIL 30 (DO NOT SCALE DRAWINGS). First wall studs shall be connected to the foundation, sill plate, or bottom plate with uplift e with uplift ROOMS (SLEEPING) eta WALL FRAMING: STAIRS 40 O 4). The designer has not been engaged for construction supervision and assumes no connectors. Steel straps shall have a minimum embedment of 7 inches in concrete ,ad under NAIL NAIL GAURDRAILS ANY DIRECTION rION 200 responsibility for construction coordinating with these plans, nor responsibility for foundation and slab-on-grade, 15 inches in masonry block foundations, or lapped under construction means, methods, techniques, sequences, or procedures, or for safety the plate and nailed in accordance with table 33b. When steel straps are lapped under the Ed under the JOINT DESCRIPTION QTY SPACING NOTES (DESIGNED FOR (DESIGNED FOR CAT. C) Vj precautions and programs in connection with the work. There are no warranties for a bottom plate, 3 inch square washes shall be used with the anchor bolts. Anchor bolt r bolt EXPOSURE CATAGORY TION ANDWIND PATH CONNECTION FW specific use expressed or implied in the use of these plans. spacing is to be spaced and sized in accordance to table 3.2a. In addition to spacing, )acing, TOP PLATE TO 2 -16d COMMO PER FACE NAIL and all TOP PLATE FOOT SEE NOTE: 1 LOAD PATH SEE CONSTRUCTION ANDWI PAGE & GENERAL NOTE PAGE H Z anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all TOP PLATES AT JOINTS FACE ROOF - FOUNDATION DETAIL PAGE & GENE 5). Refer to the Window and Door schedule for exterior openings. corners. INTERSECTIONS 4 - 16d COMMON EA. SIDE NAIL NAILING SCHEDULE SEE GENERAL IN EE GENERAL NOTE PAGE C) STUD TO 2 -16d COMMON 24" FACE EGRESS SEE FLOOR PLANS AND ) PLANS AND WINDOW SCHEDULE ~y rr 6). The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5). TYPE 1 EXTERIOR SHEARWALL CONNECTIONS: Ion the exterior STUD O.C. NAIL Sym.: or exceeds manufacture's specifications and applicable codes. Type I exterior shear walls with a minimum of 7/16 inch woo(d structural panel on the exterio attached with 8d common nails at 6" o.c. at the panel edges and 12" o.c. in the field, and le field, and FIRE PROTECTION SEE FLOOF SEE FLOOR PLANS U71 D.c. at panel HEADER TO 16d COMMON 16" O.G. FACE SMOKE & C02 DETECTORS 7). The General Contractor is to consult with the owner for all built-in items 1/2 inch gypsum wallboard on the interior attached with 5d cooler nails at 7" o.c. at panel such as bookcases, shelving, pantry, closets, trims, etc. edges and 10" o.c. in the field shall be in accordance with the: length requirements specified ants specified HEADER ALONG EDGES NAIL \RD STICK FRAME CONSTRUCTION O U _ in table 3.15a-b. TOP OR BOTTOM 2 -16d COMMON PER 2x4 STUD END TRUSS DESIGN N/A - STANDARD STICK FRi RESCHECK 8). Wind load requirements shall be taken into account during construction. PLATE TO STUD 3 -16d COMMON PER 2x6 STUD NAIL ENERGY CALCULATIONS RESCHECK 6). TYPE 11 EXTERIOR SHEARWALL CONNECTIONS: :he appropriate BOTTOM PLATE TO: PER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN DESIGN CRITERIA Q FOUNDATION NOTES: Type II exterior shearwalls shall meet the requirements of tablle 3,15a-b times the appropriate FLOOR JOIST, BAND JOIST, 2 - 16d COMM0 FOOT SEE NOTE: 112 WINTER ICESHIELD FLOOD length adjustment factors in table 3.16. END JOIST OR BLOCKING GROUND WIND SEISMIC FROST DECAY DESIGN UNDERLAYMENT HAZARDS 1). The General Contractor and Mason to review plans, elevations, details and notes to determine intended heights of finished floor(s) above typical grade. 7). INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING: SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when ceased when 2). All footings to rest an undisturbed (virgin) soil, interior shearwalls are used. Sheathing and connections shall bae in accordance with with JOINT DESCRIPTION NAIL NAIL NOTES MODERATE SLIGHT TC QTY. SPACING 20 LSS. 120 B SEVERE 3 FT. 'E SLIGHT TO 11 NONE - 2.4.4.2 and 2.2.4 respectively. TO HEAVY MODERAT JOIST TO: - 8d COMMON PER TOE s' MODERATE ' 3). Provide 1/2" expansion joint material between concrete slabs and abutting SILL, TOP PLATE OR GIRDER 4 JOIST NAIL ROOF SHEATHING REQUIREMENTS FOR WIN concrete or masonry walls occuring in exterior or unheated interior areas. 8). CONNECTIONS AROUND EXTERIOR WALL OPENINGS: ~R WIND LOADS: Header and/or girder connections shall be attached with uplift connections in accordance accordance BRIDGING EACH TOE with table TO JOIST 2 - Sd COMMON END NAIL SHEATHING LOCATION NAIL SPACING NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES 4). Any new concrete walls being attached to existing concrete structure shall with table 3.5. Window sill plates shall be have steel connectors in accordance with table AT PANEL EDGES SUPPORTS IN SUPPORTS IN THE PANEL FIELD be installed with #5 re-bar, 18" long at 12" o.c.. Use approved epoxy for installation. 3.5. BLOCKING 2 - 8d COMMON END EACH TOE NAIL 8d COMMON B 6" O.C. SEE NOTES: 13 5). Unless otherwise noted, all slabs on grade to be 2500 p.s.L. Concrete to be CATHEDRAL CEILING ASSEMBLY: TO JOIST 4' PERIMETER EDGE ZONE 8d COMMON @ 6" 0.C 8d COMF SEE NOTES: 1 ( BOTH FIELDS) poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing. Interior slabs 9). ached and BLOCKING TO: EACH TOE INTERIOR ZONE 8d COMMON @ 6" O.C 8d C0MM Sd COMMON 12" O.C. NOTE: 2 FOR PANEL FIELD to be minimum 3-1/2 inch thick. All fill to be compacted to 95% relative density with Where a ridge is to be used as a structural beam, the rafters shall either be notched and after-to-ridge SILL OR TOP PLATE 3-16d COMMON BLOCK NAIL 8d COMMON @ 4" O.C. SEE NOTES: 1,3 COI O~ 6" maximum lifts (layers). anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge along the open ceiling part of the building. Connections to the ridge and wall shall be be shall be be LEDGER STRIP EACH FACE GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4" O.C 8d COMP L) 6). Crawl spaces to be provided with a minimum 18"x24" access opening. Install one attached with the above requirements. TO BEAM 3 -16d COMMON JOIST NAIL Sx16 cast iron foundation vent for every 150 sq. ft. of area. JOIST ON LEDGER PER TOE NOTES In DECK AND COVERED PORCH NOTES: ES: TO BEAM 3 - 8d COMMON JOIST NAIL THESE NOTES ARE ONLY TO BE'. REFERRED TO IF MENTIONED IN SCHEDULE NOT[ ~HEDULE NOTES ONLY. cd F 7). Dampproof exterior foundation with bituminous coating as required by current J lumber. BAND JOIST 3 - 16d COMMON PER END N.Y.S. Residential Construction Code. A 6-mil polyethylene film shall be applied over 1). Unless otherwise noted, all framing material to be #1 ACQ! pressure treated lumber. TO JOIST JOIST NAIL 1). For roof sheathing within 4 feet of the perimeter edge of the roof, including 4 feet c cluding 4 feet on each side of the roof peak, rn the below grade portion of exterior walls prior to backfilling. All fasteners, hangers and anchors to be galvinized or stainless steel. BAND JOIST TO: 2 - 16d COMMO PER TOE NAIL the 4 foot perimeter edge zone aittachments required shall be used. QI 8). Drainage as required by current N.Y.S. Residential Construction Code. 2). Girders for deck joists to be bolted to each post with washers and nuts. :er / truss framing members with G>0.49. Girders on concrete piers shall be anchored with proper steell connectors anchored cored SILL OR TOP PLATE FOOT SEE NOTE: 1 2). Tabulated 12 inch D.E. nail spacing assumes sheathing attached to rafter / truss framil i nuts. S AT IN For framing members with <0.48<G<0.49, the nail spacing shall be reduced to 6 inch luced to 6 inches o.c. FRAMING NOTES into concrete with a minimum 1/2" dia x 7" long anchor bolt iwith washers and nuts. JOINT DESCRIPTION NAIL NAIL footing. QTY. SPACING 3). Tabulated 4 inch o.c. nail spading assumes sheathing to rafter /truss framing mamba naming members with G>0.49. For 1). All framing techniques and methods as prescriptive design of current SEC High Wind 3). Posts supporting girders shall be anchored to a 12"x12"x12" thick concrete footing. s Shall be 3 ft. AS PER TABLE 3.8 framing members with 0.42<G<,0.49, the nail spacing shall be reduced to 3 inches D.E. to 3 inches o.c. Edition Wood Framing Construction Manual. Use a minimum 1/2" dia x 8" long anchor bolt with washers rind nuts. Footings Shall be 3 ft. below grade. Porches with covered roofs shall have 12" dia. concrete piers for the girders. r the girders. STRUCTURAL PANEL I ad WFCM - SBC WALL SHEATHING REQUIREMENTS FOR WIND LOAD. JD LOADS: 2). Unless otherwise noted, all framing and structural wood material to be #2 + BTR. Douglas Fir. 4). Deck joists to have blocking at 8'0 o.c.. CEILING SHEATHING: SHEATHING LOCATION NAIIL SPACING NAIL SPACING AT INTERMEDIATE 'ITERMEDIATE NOTES ° I AT PANEL EDGES SUPPORTS IN THE PANEL FIELD PANEL FIELD ledger. JOINT DESCRIPTION 3). Floors, walls, ceilings and rafters to be spaced at 16 inches o.c. unless noted 5). A minimum of 10 inch flashing shall be installed between the building and ledger. QTY. SPACING 4' EDGE ZONE 8d COMIMON @ 6" O.C 8d COMMON @ 12" O.C. @ 12" O.C. SEE NOTES: 1, 3 (BOTH FIELDS) v NOTE: 2 FOR PANEL FIELD xx otherwise. Ledger to be fastened to building with 1/2" dia. bolts with washers and nuts where needed. GYPSUM 1 5d COOLERS 7" O.C. EDGE 4). Unless otherwise noted , all bearing wall headers to be (2) 2x10 #2 + BTR. Doug. Fir. WALLBOARD 10" O.C . FIELD INTERIOR ZONE Bd COMIMON @ 6" O.C 8d COMMON @ 12" O.C. @ 12" O.C. SEE NOTE: 3 sc O Bearing wall headers to have (2) jack studs and (2) full length studs on each side of all 6). Concrete piers shall be a minimum 6" above grade. openings. LVL headers to have (3) jack studs and (2) full length studs on each side of WALL SHEATHING: NOTES b v openings. Bearing wall window sills shall also have (2) window sill plates for 2x4 wall 7). All joists to be supported with hangers and anchors. Each Joist shall also be anchored be anchored NAIL NAIL ~ iCHEDULE NOTES ONLY. ?1, ~ openings between 41 and 60 and 2x6 wall openings between 511 and 89. Provide fire to girder(s). JOINT DESCRIPTION QTY. SPACING THESE NOTES ARE ONLY TO B1E REFERRED TO IF MENTIONED IN SCHEDULE NO and blocking where applicable. pica) building. STRUCTURAL 8d COMMON AS PER TABLE 3.9 1). For wall sheathing within 4 fleet of the corners, the 4 foot edge zone attachment rf e attachment requirements shall 8). Covered Roofs shall be assembled and anchored the same manner as a typical building. PANELS WFCM - SBC be used. All flush beams/headers to be installed with heavy duty galvanized hangers and 7/16" OSB 6d COMMON 3" O.C. EDGE annc chors where applicable to all connecting joists. PLUMBING NOTES ud framing members with r°, W 3 ~ntial PLYWOOD 6" O.C. FIELD 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to stud framing met GYPSUM 7" O.C. EDGE G>0.49. For framing members with 0.42<G<, the nail spacings Shall be reduced to E be reduced to 6 inches D.C. 6). Double up floor joists under walls that run parallel to the floor joist and under bathtub . 1). All water supply, drainage and venting to be installed as per N.Y.S. Residential Floors to have ceramic the installed shall be verified for proper load capacity unless noted Construction Code. WALLBOARD 5d COOLERS 10" O.C . FIELD be substituted for common nails. on plans. tent approval. 3). For exterior panel siding, galvanized box nails shall be permitted to be substituted 7). Provide 2 - 1-3/4" thick microlams ( height to match floor joists) around stairwell and/o 2). Verify septic system with the Engineer for Suffolk County, Health Department approval. FLOOR SHEATHING: NOTE: other access openings unless otherwise noted (typical). 3). If wall studs, plates or joists are cut out during installatiom for any plumbing related work CONTRACTOR TO (PROVIDE SOIL TEST TO VERIFY ng related work, JOINT DESCRIPTION NAIL SPACIN VERIFY 1 H QTY. NAILG ify with the 8). Dormers running up roof rafters are to be supported by double rafters on either side provide adequate bracing and plates to protect and secure 01he structure. Verify with the state code and manufacture's recommendation for maximums hole size and spacing permittec ,acing permitted. STRUCTURAL PANELS 6"O.C. EDGE EXISTING CONDITIONS. MINIMUM 3000# CAPACIT CAPACITY. i where applicable unless otherwise noted. 1" OR LESS Bid COMMO 12" O .C. FIELD IMUM DISTANCES FOR NON ACCESSIBLE AREAS M 1). PROVIDE 5/8" TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES R W PROTECTIVE COATING FOR CONTACT WITH ACQ. 9). Provide blocking/bridging in floor joists at 8'0 o.c.. Use solid blocking in floor joists HVAC SYSTEM NOTES NOTES: 2). USE SIMPSOM HANGERS AND ANCHORS WITH 2-MAX TRIPPLE PROTECTIVE COATI des and safety 3). INSTALL I -6o2 DEFECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. E0. FLOOR. E~ under all bearing walls. 1). Mechanical subcontractor is responsible for adhearing to ~ all applicable codes and safety ' requirements. 7F~1 F THESE NOTES ARE ONLY TO BE REFERRED TO IF 10). Provide insulation baffles at eave vents between rafters. Install draft blocking as needed. 2). HVAC subcontractor is to fully coordinate all system datza and requirements with the its with the MENTIONED IN SCHEDULE NOTES ONLY. equipment supplier. ' 11). Unless otherwise noted, all roofs and walls to have a minimum 1/2" thick, 4-ply Fir 1). Nailing requirements are based on wall sheathing as required by current NYSS Prudential Code- FIREBLOCKING REQUIRED 'cal and hoHZOntaQ Ln CDX exterior sheathing grade plywood. Plywood to cover over plates and headers. 3). HVAC subcontractor to provide final system layout drawling and submit it to the Genera t to the General nailed 6" on-center at the panel edge. If wall sheathing Flreblocking shall be pmellefed to cut offall concealed draft openings (both vertical and horZontal) Is nailed 3" on-center at the panel edge to obtain higher and ro form an effective Hire barrier between stories, and between a top story and the roof space, nd ththeroo(space, ,d . Contractor and owner for final review and approval. shear capacities, nailing requirements for structural Flreblocking shall be provhded I. wood-frame construction in the following locations. 12). Unless otherwise noted use 3/4" thick Fir or Advantech plywood subfloor ELECTRICAL NOTES: members shall be doubled, or alternate connectors, 1). In concealed spaces of stud walls and partitions, including furred spaces, at the ceiling and floor re Gelling and fl.., not exceeding 10 adhered with PL400 adhesive and screwed d to to floor joists. Finished shed floor to be installed such as shear plates, shall be used to maintain load path. fee Is. Concealed horizozntal fuved,paces shall aIm be Arabineked at Intervals not exeeedNg to feet. Batts or blankets off mineral or glass fiber shall be allowed as Flreblocking In walls constructed In walls mnst.sted over subfloor as per manufacture's instructions. 1). All electrical to be installed as per N.Y.S. Residential Construction Code. using parallel two of shuda or staggered studs. 2). When wall sheathing is continuous over connected h es acrnr at roRits, 13). All bathroom walls to have 1/2" thick moisture-resistant sheetrock. Garage walls and electrical work shall be approved b qualified Undearwriter. ceilings and over furnace to have 5/8" thick type-x sheetrock. All other parts of building 2) All e pP y a qua members,the tabulated number of nails shall be permitted 2). At all Interconnections between concealed vertical and horizontal spaces such as occur at soffits, p drop callings gs and d ewe c ceilings. to have regular 1/2" sheetrock. All walls to be taped and finished. equired by current to be reduced tot - 16d nail per foot. 3). In concealed spaces between stair Winger at the top and bottom of the run. Enclosed spaces x~ . Enclosed spaces 3). Install Smoke detectors and Carbon Monoxide detectorss throughout as required by curr( under stairs shall complly with current nt N.Y.Y. S. Residential Code. 14). All roof with a pitch less than 4:12 shall be installed with an Ice & Water barrier or N.Y.S. Residential Construction Code. 4). At openings around vents, pipes and duds at ceiling and floor level, to resin the free passage of Y the free Passage of yJ R r"yr le, ti5. DRAWN: MH / M8 approved equal. Flat roofs shall be applied with a Fiberglas base sheet with an EPDM flame and products of,mmbustion. re SCALE: 1/4"=T-0" torch down type material over. 5). For the firehlocking off chimneys and fireplaces, as required by current N V.S. Residential Code Residential Code 1 t(F_4;'; 70E N. r d r„a. November 16, 2012 16). All sill plates and wood in contact with concrete to be pressure treated. Sill plates to SHEETNUMBER: - be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. S'F )R SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS A-12 )NS, AND THE FIELD CONDITIONS, AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK. CONTRACTOR SHALL VERIFY ALL I GENERAL CONTRACTORTO COORDINATE MEETING WITH OWNED FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPOS IE C f O PRIORTO RECEIVING FINAL PAYMENT FROM OWNERS. DOOR PAINTER TO PRIME AND PAINT ALL MANUFACTURERS WARRANTY AND SHALL BE INSPECTED I TO VERIFY ALL WORK DIMENSIONS AND ONDIT CONDITIONS AT JOB SITE, INCLUDING B DISCREPANCIES UILDING AND SITE C EARN EES FOR DELIVERY OF EQUIPMENT AND MI OUIPMENT AND MATERIALS AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK ROUGH ELECTRIC, PLUMBING, AND HVAC PRIOR TO INSULATING AND SHEET ROCKING AND SHALL SECURE THE C of 0 PRIOR TO