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HomeMy WebLinkAbout48877-Z SOE04' 0�0 '�coG Town of Southold 5/11/2023 P.O.Box 1179 N 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 44086 Date: 5/11/2023 THIS CERTIFIES that the building DECK Location of Property: 485 Sutton Pl, Greenport SCTM#: 473889 Sec/Block/Lot: 33.-5-6 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 1/23/2023 pursuant to which Building Permit No. 48877 dated 2/8/2023 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: rear upper level deck addition with stairs and alteration(window converted to door)to existing single family dwelling as applied for. The certificate is issued to Karadimas,Christos of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED t ori d ignature �SueFei�. TOWN OF SOUTHOLD Sao BUILDING DEPARTMENT C3 x TOWN CLERK'S OFFICE "may • ��' SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 48877 Date: 2/8/2023 Permission is hereby granted to: Patane, Santo 485 Sutton PI Greenport, NY 11944 To: construct deck addition and alter window to door to existing single-family dwelling as applied for. At premises located at: 485 Sutton PI, Greenport SCTM # 473889 Sec/Block/Lot# 33.-5-6 Pursuant to application dated 1/23/2023 and approved by the Building Inspector. To expire on 8/9/2024. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $268.40 CO-ADDITION TO DWELLING $50.00 Total: $318.40 Building.Inspector �o��Of SOUTyOlo ---- — # TOWN OF SOUTHOLD BUILDING DEPT. couMv��`' 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [/ROUH PLBG. FOUNDATION 2ND [ ATION/CAULKING FRAMING /STRAPPING [ [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: � v DATE Y 1/ INSPECTOR Tiderunner Engineering & Design, P.C. MAY U 8 909,q Lb 7 Ridgewood St Bay Shore,NY 11706 r-, May 1, 2023 Building Inspector Town of Southold 53095 Main Road Southold,NY 11751 Re: Certification of Deck Construction Karadimas Residence 485 Sutton Place, Greenport,NY Dear Sir or Madam: I visited the subject location on Thursday, April 27, 2023. 1 inspected the construction and reviewed construction documents of the exterior deck framing and post foundations. Based on my inspection the foundation and beam were installed as required by the 2020 NYS Residential Code and the approved plans. 1. The deck construction was in compliance with R507. If you have any questions,please feel free to call. 0 0� OF NEW), Sincerel ' S H inn Louis 77006 ouis Schwartz, P.E Fp r �T� � t• � � �!rte r • hh� � rFr wi Ab � . y -74 • M . f s • f. 16' R L � • •• `t; It ft 4W 14 do � ., �• ,� , � moi• ���• �, r• , ' ,I• .� •. �• •-�„ ••� •r�` a ` 1, r 0 46 x lea. 7 r s , A . A .41 t ow NJ tali r Afth .. �i:i- 8:541 •i1 5G + IMG-7234 Done O HDR Ak �4r1 f � r ••,�ft ,If' ♦ y�Mr nr � � + .t '•air .�•�, � .�..�.. s�Aw jq -00:09 k.1'r 5 • • � � • • lk r. ' • • m . •p i'',yR�k 'F p, ' tI' { yl•, ate!yrY4S:� ' y y ifit t•l� ., FIELD INSPECTION REPORT j DATE COMMENTS �b o� FOUNDATION (IST) ------------------------------------- ¢ rZ FOUNDATION (2ND) T z ` cn O ROUGH FRAMING& PLUMBING r r� INSULATION PER N.Y. ` 3 STATE ENERGY CODE 1t �\ 2 -1- Vh -v o FINAL ADDITIONAL COMMENTS �v 03 77 q 9 'b O � z d A rn � b y �Z x �C b CA TOWN OF SOUTHOLD—BUILDING DEPARTMENT y z Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax (631) 765-9502 https://www.southoldtonLnny.gov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only. ®PERMIT NO. � Building Inspector: Applications and forms must be filled out in their entirety. Incomplete JAN 2 3 2023 applications will not be accepted. Where the Applicant isnot the owner,an ®UlsDINU DEPT Owner's Authorisation form(Page 2)shall be completed., �1R1�1®PCU ® Date:01/17/2023 OWNERS)OF PROPERTY: Name:Christos Karadimas sCTM#1000-033.00-05.00-006.000 Project Address:485 Sutton Place, Greenport NY 11944 Phone#:.(347) 891-8828 Email:karadimas879gm4il.com Mailing Add ress:485 Sutton_Place_ , Greenport NY 11944. CONTACT PERSON: Name:Christos Karadimas Mailing.Address:485 Sutton Place., Greenport 11944 Phon e#:(347) 891-8828 Email:karadimas879gmail.com DESIGN PROFESSIONAL INFORMATION: Name:Louis Schwartz/Tiderunner,_Engineering & Design Mailing:Addr...ess:,7 g Bay Shore NY 11706 Rld ewood t , Phone (. . .. �.. _._2_ 4__._... . ..... _._.._.: ... . . _. _..m._a.il: tider_u. .n_. neren @g_mall com .. CONTRACTOR INFORMATION: Name:Anthony.) Heaton/AII Precision Home Improvement INC Mailing Address:130 Washington Ave, Mastic Beach NY 11,951 Phone#:,(P3.1),482-0831 Email:allprecisionhomeimprovement@yahoo.com DESCRIPTION OF PROPOSED CONSTRUCTION ®New Struc ure ElAddition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $20,000.00 Will the lot be re-graded? ❑Yes ©No Will excess fill be removed from premises? ❑Yes 59 No 1 PROPERTY INFORMATION'. - Existing use of property:Residential Intended use of property:Residential -, .- Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? ❑Yes IgNo IF YES, PROVIDE A COPY. B Check Box.After Reading:.The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. 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,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,buildings)for necessary inspections.False statements made herein are punishable!as a Class•A misdemeanor pursuant to Section 210.45 of the New York State,Pena I Law. , Cj b Application Submitted By( -r--' " ame): ristos Karadimas ❑Authorized Agent BOwner Signature of Applica Date: 01/17/2023 STATE OF NEW YORK) SS: COUNTY OF ) Christos Karadimas being duly sworn,deposes and says that (s)he is the applicant (Name of individual signing contract)above named, Owner (S)he:is.the. Owner _.--_-_ ,---.------- - - "_, - (Contractor,Agent, Corporate Officer, etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief; and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this ~f-� is day ofc 's.,/v�•f , 20 Notary Public JOHNATHAN URUCHIMA NOTARY PUBLIC STATE OF NEW YORK PROPERTY OWNER AUTHORIZATION No.01UR6381271 Qualified In the County of New York (Where the applicant is not the owner) Commission ExplresOctober 1,2026 I, residing at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name 2 DATE(M12/06/ 2 V CERTIFICATE OF LIABILITY INSURANCE THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(les)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder In lieu of such endorsement(s). PRODUCER CONTACT AME: SPECIALIZED INSURANCE&SERVICES PHONE F C o EI• AlCNo- 204 RTE. 112 E-MAIL ADDRESS: SRU@SPECIALIZEDINSURANCE.COM PATCHOGUE,NY 11772 Auto-Home-Business-Cycle-etc. INSURERS AFFORDING COVERAGE NAIC q INSURER A:ATLANTIC CASUALTY INSURANCE CO 42B46 INSURED INSURER B: ALL PRECISION HOME IMPROVEMENT INC INSURER C: 130 WASHINGTON AVE INSURER D: MASTIC BEACH, NY 11951 INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ADDL SUER POLICY EFF POLICY EXP LIMITS LTR TYPE OF INSURANCE POLICY NUMBER MMIDDNYYY MIDDIYYY COMMERCIAL GENERAL LIABILITY L266000561-3 10/15/2022 10/15/2023 EACH OCCURRENCE _ $ 1,000,000 A CLAIMS MADE ®OCCUR N N PRM ESOAMAGE Ea acau D rice $ 100,000 MED EXP(Any one person) $ 5,000 PERSONAL&ADV INJURY $ 1 000,000 GERL AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 POLICY❑JE a FILOC PRODUCTS-COMPIOP AGG $ `2 OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ Ea accident ANY AUTO BODILY INJURY(Per person) $ OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS ONLY AUTOS HIRED NON-OWNED PROPERTY DAMAGE $ AUTOS ONLY AUTOS ONLY Per accident UMBRELLALIA13 OCCUR EACH OCCURRENCE $ EXCESS LIAR HCLAIMS-MADE AGGREGATE $ DED RETENTION$ $ WORKERS COMPENSATION PER OTH- AND EMPLOYERS'LIABILITY STA ER YIN ANY PROPRIETORIPARTNER/EXECUTNE ❑ NIA E.L.EACH ACCIDENT $ OFFICERIMEMBER EXCLUDED? (Mandatory in NH) E.L.DISEASE-EA EMPLOYE $ If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS/LOCATIONS I VEHICLES(ACORD 401,Additional Remarks Schedule,may be attached If more space 1s required) REMODELING/CARPENTRY/DRY WALL OR WALLBOARD/SIDING/TILE,STONE,MARBLE,MOSAIC OR TERRAZO WORK/DOOR WINDOW INSTALI. CERTIFICATE HOLDER CANCELLATION l SUFFOLK COUNTY DEPARTMENT OF LABOR SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE LICENSING AND CONSUMER AFFAIRS THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. P.O BOX 6100 HAUPPAUGE, NY 11788 AUTHORIZED REPRESENTATIVE @ 1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD N BUILDING DEP RTI"TENT DATA: 00 ABBREVIATIONS T IR, I D GK Classification/Floor Area 00 M t:W t: N E^ ACQ ALKALINE COPPER QUATERNARY LVL LAMINATED VENEER LUMBER Floor Level Existing Proposal Total 1- ACT ACOUSTICAL TILE MAX MAXIMUM �. AL ALUMINUM MIN MINIMUM j Cellar (Finished) D O O t U T- ALT ALTERNATE MRB MARBLE ,: ...._ T1st Floor O O O A-, ABOVE FIRST FLOOR MS MARBLE SADDLE ASF ABOVE SUBFI-COR MTL METAL m 2nd Floor O O O A.S. ALUMINUM SADDLE NA NOTAPPLICABLE `� .. � [- Total 0 0 A.P.B. ANTHONY POWER BEAM NIG NOT IN CONTRACT B.C. BRICK COURSES NOM NOMINAL BD BOARD NR NOT REQUIRED Garage 500 SF 495 SF 495 SF IL Front Porch BOT BOTTOM NTS NOT TO SCALE O O O k4 BLDG BUILDING OC ON CENTER CBB CEMENT BACKER BOARD OCC OCCUPANT(S) Rr[) ar Porch O O O .;';• CL CLOSET OH OVERHANG cks O O O , CLG CEILING PART. PARTITION 9 ••R . CLR CLEAR(ANGE) PC POURED CONCRETE COL COLUMN PT POINT GONG CONCRETE PKT POCKET CMU CONCRETE MASONRY UNIT RAD RADIUS CT COLLAR TIE REQ. REQUIRED Z CJ CEILING JOIST REV REVISION(S) o CANT CANTILEVER RM ROOM CMD CARBON MONOXIDE DETECTOR RR ROOF RAFTER U DIA DIAMETER R/R REMOVE AND REPLACE LL z DIM DIMENSION SEC SECTION DR DOOR SF SQUARE FEET DTL DETAIL SIM SIMILAR DWG DRAWING SQ SQUARE U Q DN DOWN STL STEEL EA EACH SD SMOKE DETECTOR r` EL ELEVATION STD STANDARD EQ EQUAL TC TOP OF CURB D SIGN: 01.2.1.1 (2020 Residential Code of New York State) EX EXISTING TEL TELEPHONE EXH EXHAUST THK THICKNESS Design Criteria Construction in regions where the basic wind speeds EXT EXTERIOR TOS TOP OF SLAB exceed from Figure 8301,2(4) equal or exceed EF EXHAUST FAN TX TOILET EXHAUST 130 miles per hour shall be designed in accordance with one of the following: EW EGRESS WINDOW TXF TOILET EXHAUST FG FIRE CODE TYP TYPICAL FD FLOOR DRAIN TEM TEMPORED _ _ _ _ — FIN FINISHED) TEMP TEMPORARY _ _ _ Plans have been designed a FLR FLOORING) UON UNLESS OTHERWISE NOTED 122.66 _ _ — in accordance with: 2020 New York State Residential Code � FPSC FIRE PROOF SELF CLOSING VIF VERIFY IN FIELD N 86° 1' 30' E _ - \ Z Z FT FOOT(FEET) WG WATER CLOSET CLIMATIC � GEOGRAPHIC DESIGN CRITERIA: R (Table 8301.2(1) U GA GAUGE �—_ �- - - '-- \ FJ FLOOR JOIST WWATER RESISTANT - Wind Exposure Category: B Q Gravel Driveway GALV GALVANIZED Ground Snow Load: 20 PSF GFI GROUND FAULT INTERRUPT APPR VED AS NOTES \ asphalt Driveway \\ 3Wind Speed: 130 mph 3 sec Gust x GL GLASS \ GWB GYPSUM WALL BOARD DATE _. B.P.# 1110 fastest mile [D HC HOLLOW CORE Special Wind Region: NO W HDW HARDWARE FEE: HM HOLLOW METAL NOT!1 Y BUIL :!�,'_ 't;� NO TVENT AT \ \ Windborne Debris Zone: U � 4-4 HOR HORIZONTAL 765-1 ,02 8 A"�1 `'l," FJF� THE \ \ Seismic Design Category C U w HP HIGH POINT FOLL WING HT HEIGHT 1. F .)NDATIC''! °' w w \ n Z HVAC HEATING/VENTILATION/AIR CONDITION FCR POUr,Ei.', Conc Waalk C ;r:_i E Weathering �+ FE,A!`!ivG c. , INC \ �\ Severe \\O (] Frost Line Depth: IN INCH 2, R UGH - PLUA' aro inches v) a INT INTERIOR 3. IN ')ULAT!ON \ Paver Walk INV INVERT 4. FL'A!_ - 1 - 14i ".OUST R\ } Termite Infestation: Moderate to Heavy 0 JT JOINT B COMPLETE FOR S.U. 18.70 u aJ KIT KITCHEN ALL COMPL TE �N S'IAL L MEET T'r;E x -_.._----- x �-, o Decay Probability: Slight to Moderate 2 18.70' O LAV LAVATORY REC 'IREIV4ENT5 OF THE SODES OF NF% \ x \ 4 w YOR C STATE. NOT RESKNSIBLE FCR \ \ Winter Design Temperature: 15 H DES GN OR CONSTRUCTION ERROF,S. 0 x x — x H Ice Shield Underlayment Required Valleys and Perimeter Flood Hazard Exempt w O\ \v- Q Air Freezing Index 59-9 \ Mean Annual Temp 51 w dam' C MPLY WITH ALL CODES OF � Two Story Frame Residence ` MIN. DESIGN PRESSURE DP RATTING: NEW YORK STATE & T01Ml J r \ N TO�rP CODES O O AS R D 'I EEE AND �.r,•. + R� ° \ p DP 25 h a Windows ZONE 4 171^, ^117 ,+4A \ \ Doors ZONE 5 a" ' � DP 30 � Z EvAd iD ZONE 1 G 23 W 6 W ^ 4690' O N ZONE 2 DP 30 W R! ZONE 3 DP 30 Q Paver Walk T N\ ZONE 1 DP 20 r ZONE 2 DP 45 c5 �1 Legend 0 CUPANCY OR \ New Deck \ ZONE 3 DP 45 g I USE IS UNLAWFUL Masonry Patio Stone \ Zo'I�B C�iag6afYtS Existing Walls to Remain \ '- - 'A ITHOUT CERTIFICAT� Existing Walls to be Removed L - - - - - - - , 0 OCCUPANCYNew Walls and Partitions Insulation - ' ' :.: — �. . :: `�--- z _ .� — � r O \ � / Coble } In tenor CCn Door WilZone y ld9� Par"rn� eWSTOREv"I WATER RUNOFF � Zone Window done � U TO MAPTER 236 �� Table R3 OF Tifr TOWN CODE. a 01.5 Structural Beam - \ Minimum Unl orml Distributed Llve Loads: USE LIVE LOAD DEAD LOAD E N N Outlet / 1�� Exterior Balconies 60 psf 10 psf Decks 40 psf 10 psf w N N GFI Outlet N \ / Passenger Vehicle Garages 50 psf as per plan Switch \ / ATTICS without Storage 10 psf 10 psf O 3 ¢ as � ATTICS with Storage 20 psf 10 psf Z Q A z Q Ceiling Fixture / ROOMS other than Sleeping Rooms 40 psf 10 psf 1.4 Q 3 C4 Sleeping Rooms 30 psf 10 psf w U Q 0 v \ Stairs 40 SCALE: Exterior Fixture ��� psf 10 psf{ S) spa Guardrails and Handrails 200 psf 10 psf 1/4" / Smoke Detector 12 psf for Attic E O � Live + Ground Snow Load �E. \ � / 20 psf 15 psf for Cath �Q' � , ' ,r CO Detector G \ / ALLOWABLE DEFLECTION: Table R301.7 VentStructural Member Allowable Deflection rn- Rafters having slopes greater than 3/12 with no finished 77006 Vent/Light NO- ceiling attached to rafters L/180 Op�OFESSIQ�P\'� Interior Walls and Partitions H/180 DWG. NAME: �!I!ng Fan G)% Floors and Plastered Ceilings L/360 COVER /CG� All other Structural Members L/240 Exterior Walls w/plaster or stucco H/360 H E ET Exterior Walls-Wind Loads(a)w/Brittle Finishes 1-/240 Exterior Walls-Wind Loods(a)w/Flexible Finishes L/120 DWG. NO.: Note: L- Span Length H- Span Height cowl a. The Wind Load shall be permitted to be taken as 0.7 times the Component and Cladding loads for the purpose of the determining deflection limits herein PAGE 1 OF 3 d- N GENERAL NOTESFIRE/SMOKE DETECTION TABLE R402.2MINIMUM SPECIFIED COMPRESSIVE STRENGTH OFCONCRETE RIDGE STRAP DETAIL GIRDER TO S.S.P. COLUMN TYP WALL/WINDOW AIR SEAL 00 TYPE OR LOCATION OF CONCRETE CONSTRUCTION C71 a.ALL CONSTRUCTION TO CONFORM TO ALL STATE AND LOCAL CODES. MINIMUM SPECIFIED COMPRESSIVE INSTALLATION @ 16"O/C b.THESE DRAWINGS DO NOT INCLUDE COMPONENTS NECESSARY FOR CONSTRUCTION SAFETY. a. 1 INSTALL SMOKE&CARBON MONOXIDE DETECTORS AS SHOWN ON PLAN. 00 b.SINGLE&MULTIPLE STATION SMOKE ALARMS ARE ALSO TO BE INSTALLED IN CELLAR AND SHALL sTRENGTHa(Fc) LSTA24-980 lbs. UPLIFT ^ BE INTERCONNECTED SO THAT THE ACTUATION OF ONE ALARM WILL ACTUATE ALL ALARMS, IN CONTRACTORS ARE SOLELY RESPONSIBLE FOR SUCH COMPONENTS. o M C. BUILDER TO OBTAIN CERTIFICATE OF OCCUPANCY(C.O.) ACCORDANCE W/R314. POWER SOURCE FOR SMOKE ALARM SYSTEM IS TO COMPLY W/R314. weaMeringPotemalb ° ° a i d. BUILDER TO CARRY WORKMAN'S COMP. INS. IN AMOUNTS AS REQUIRED BY LAW. C.AT LEAST ONE CARBON MONOXIDE ALARM IS TO BE PROVIDED IN EACH DWELLING UNIT,IN THE Negligible Moderate Severe ° ° e.ALL WORK SHALL BE FULLY GUARANTEED FOR ONE YEAR AFTER C.O.IS ISSUED. IMMEDIATE VICINITY OF BEDROOMS ON THE LOWEST FLOOR LEVEL.THE CARBON MONOXIDE Basement walls,foundaf ons and other concrete not exposed to the weather ° f.OWNER TO BE RESPONSIBLE FOR FINAL SURVEY AND COSTS AS REQUIRED BY BUILDING ALARM IS TO COMPLY W/UL 2034 AND UL 217, AND IS TO BE INSTALLED AND MAINTAINED IN 2,500 2,500 2,500c �9 t DEPARTMENT. Basement slabs and Interior slabs on grade,except garage floor slabs 2500 2,500 2500c P� C GYPSUM BOARD AS AIR BARRIER g.ENGINEER HAS NOT BEEN RETAINED FOR ANY(FIELD SUPERVISION OR INSPECTION. ACCORDANCE w/ MANUFACTURER'S INSTRUCTIONS. h. ENGINEER ARE NOT TO BE SCALED BY CONTRACTOR,ANY DISCREPANCIES ON DRAWINGS ARE TO d. EXTERIOR WALLS&INTERIOR LOAD BEARING WALLS TO HAVE FIREBLOCKING Basement walls,foundation walls,exterior walls and other vertical concrete C�e\G ` workexpowdtotheweather 2500 3,000d 3,000d S.S.P. CAPS- KLCC SERIES P CONTINUOUS BEAD OF SEALANT BE BROUGHT TO ENGINEER'S ATTENTION IMMEDIATELY PRIOR TO CONSTRUCTION. 16dNAILSALLHOLES i.THIS ENGINEER HAS BEEN RETAINED FOR WORK:SHOWN ON THIS DRAWING ONLY.ENGINEER IS NOT ELECTRICAL NOTES Porches,carport slabs and steps exposed to the weather,and garage floor slabs 2,500 3,o0Od 3,500e CONTINUOUS BEAD OF SEALANT RESPONSIBLE FOR OTHER ALTERATIONS AND CONDITIONS. j.DESIGN IN COMPLIANCE W/2020 RESIDENTIAL CODE OF NYS, 2020 ENERGY CONSERVATION CODE a.ALL WORK SHALL COMPLY WITH THE NATIONAL ELECTRICAL CODE AND LOCAL UTILITY CO. CONTINUOUS MINIMAL EXPANDING FOAM AT OF NYS,WFCM 2018&AISC/SEI F7-05 b.ON NEW WORK BASE BID ON 200 AMP SERVICE. For SI:1pound per square inch=6.895 kPa. TYPICAL FRAMED OPENING WINDOW PERIMETER C.ALL WIRING TO BE MIN. 14 AWG. a.Strength at 28 days psi. ,1*, d.CONVENIENCE OUTLETS TO BE 18" A.F.F.,UNLESS NOTED OTHERWISE. 3"NAILS METAL STRAP CAP .. 't•, SITE NOTES e.PROVIDE GROUND FAULT INTERRUPTER OUTLETS AS PER CODE. b.see Table 830120)for weathering potential. ATe o.c. PLATE WINDOW UNITAS AIR BARRIER OVER HEADER TOP �{•. �,•^. f.ELECTRICAL CONTRACTOR TO PROVIDE HOOKUPS FOR HEATING AND AIR CONDITIONING SYSTEMS. cconcrete in these locarione that may subject to freezing and thawing during construction shoe be air-entrained ainedconcrete PUTE CONTINUOUS MINIMAL EXPANDING FOAM AT . a. PITCH GRADE AWAY FROM BUILDING. g. ELECTRICAL CONDUCTOR PENETRATIONS THROUGH BUILDING STRUCTURAL COMPONENTS MUST In accordance with Footnote d. (I WINDOW PERIMETER ?, b.PROVIDE DRY WELLS AS REQUIRED. COMPLY w/SECT.E3402. FRAMING d.Concrete shall be air-emrained.Total alt content(percent by volume of concrete)shall be rot less than 5 percent or more �� CLIPS C.ALL TREES WITHIN 15'OF CONSTRUCTION TO BE PROTECTED. h.PROVIDE MAINTENANCE CLEARANCE AROUND CIRCUIT BOX, BOILER, ETC.SEE SECT.E3405. than 7 percent. I °° BOTH CONTINUOUS BEAD OF SEALANT d.ANY LANDSCAPING DAMAGED BY CONSTRUCTION OPERATION i. ELECTRICAL CONTRACTOR TO COORDINATE WITH OTHER TRADES. SIDES FOR2 XB' e.See Section 8402.2 for maximum m mum cementitious materials content. '{ SHALL BE REPLACED AS REQUIRED. LINTEL USES( LINTEL f.For garage floors with a steel troweled finish,reduction me the fatal air content ncrea(percenta by volume of concrete)to not less than ATTIC EAVE AIR SEAL 3•NAILS CONTINUOUS BEAD OF ADHESIVE - i.1,•..".•.' e.ALL CURBS SIDEWALKS ETC. DAMAGED SHALL BE REPLACED. 3 percent is pertnMted if the specified compressive strength of the concrete is increasedto not foss than 4,000 psi. o MEMBERS EACH END, EXCAVATION NOTES INSULATION NOTES INSTALL 1"RIGID INSULATION CUT TOFIT BETWEEN THE RAFTERS.FOAM FOR 2 X 8• TREATED „„MN,ER a.EXCAVATION CONTRACTOR TO EXCAVATE TRUE TO LINES AND GRADES DOWN TO SEAL BOTH SIDES ALONG RAFTER WITH EXPANDING FOAM SEALANT. LINTEL °° a.ALL EXTERIOR WALLS,ROOF&FLOORS OVER UNCONDITIONED SPACES SHALL BE MAINTAIN EQUAL VENT SPACE FOR LENGTH OF RIGID INSULATION USE STUDS CONTINUOUS BEAD OF SEALANT � TABLE 8401.4,1 PRESUMPTIVE(AAD-BEARING VALUES OF FOUNDATION MATERIALSa O SPECIFIED LEVELS. INSULATED. ALL INSULATION TO BE FIBERGLASS. FOIL FACE WITH FOIL ON WARM EACH S EACH END TREATED b.ALL TOP SOIL TO BE STOCK PILED FOR FUTURE USE.ALL EXCAVATED GOOD SIDE. CARE SHOULD BE TAKEN NOT TO TEAR FOIL VAPOR BARRIER. CLASS OF MATERIAL LOAD-BEARING � °° MATERIAL NEEDED FOR BACK FILL,TO BE STOCK PILED SEPARATELY,NOT NEEDED b.ACOUSTICAL INSULATION TO BE PROVIDED IN WALLS,FLOORS AND CEILING AROUND PRESSURE(pounds per square foot) ��� 3"NAILS SILL PLATE CONTINUOUS BEAD OF SEALANT MATERIAL AND UNACCEPTABLE MATERIAL TO BE LEGALLY REMOVED FROM SITE. ALL BATHROOMS AND MECHANICAL ROOMS. INSTALL 1"RIGID �� AT 12"0 C. °° TREATED O z c. BACK FILL SHALL BE PLACED IN 12" LIFTS&COMPACTED TO 95%OF MODIFIED c.PROVIDE PERIMETER INSULATION AS PER CODE AT ALL FOUNDATION WALLS. Crystalline bedrock 12,000 INSULATION VERTICALLY i VENTED AIRSPACE BOTTOM PLATE rT; PROCTOR DENSITY. Sedimentary and foliated rock 4,000 TO CONNECT INSULATING / FULL- °° METALJOIST 0 F~Yyr d.R-VALUES ARE SHOWN ON SECTIONS. SHEATHING TO RIGID REINFORCING NOTES INSULATION BAFFLE. ATTIC LENGTH HANGERS OR e.MOISTURE VAPOR RETARDANTS ARE TO INSTALLED ON THE WARM-IN-WINTER SIDE Sandy gravel and/or gravel (GW and GP) 3,000 INSULATION FOAM SEAL BOTH JOINTS / WALL TREATED FRAMING OF INS. IN ALL WALLS/FLOORS/ROOFS/CEILINGS IN ACCORDANCE w/SECTION R322. W x Sand, silty sand, clayey sand, silty gravel and clayey gravel / STUDS CRIPPLE Q a.ALL REINFORCING BARS TO BE OF THE DIAMETER SHOWN DEFORMED INTERMEDIATE f.INSULATION MATERIAL IS TO COMPLY w/SECTION R302. v1 1 0 AND IS TO HAVE A FLAME (SW, SP, SM, SG, GM and GC) 2,000 STUDS GRADE NEW BILLET STEEL CONFORMING TO ASTM A 615 GRADE 60 HAVING A DESIGN SPREAD INDEX NOT TO EXCEED 25 w/A SMOKE DEVELOPED INDEX NOT TO EXCEED _ _ 450.TESTING METHODS MUST COMPLY w/ASTM E84 STD OR UL 723.ALL EXPOSED (CL, sandy clay, silty clay,clayey silt,silt and sandy silt FOR DOORS STRENGTH OF 60,000 PSI. INSULATION ON ATTIC FLOORS ARE TO HAVE MIN.CRITICAL RADIANT FLUX OF 0.12 (CL, ML, MH and CH) 1,5000 GIRDER/POST/FOOTING CONN. b.TYPICAL COVER FOR ALL REINFORCING BARS BE THREE (3)INCHES FOR BARS PLACED AGAINST EARTH AND 2" FOR BARS PLACED AGAINST FORMS UNLESS WATT/CM.TESTING TO BE CARRIED OUT AS PER ASTM E970 STD.EXTERIOR OTHERWISE SHOWN. INSULATING FINISH SYSTEM TO COMPLY w/R703.9. y y/ GIRDER c.ALL BARS TO BE CONTINUOUS UNLESS SPECIFIC LENGTHS ARE SHOWN.ALL SPLICES i NAILING SCHEDULE: Table Table 602.3(1)2020 IRC Jl CONTINUOUS BEAD TO BE FORTY(40) BAR DIAMETERS MIN. of SEALANT d.WELDED WIRE FABRIC (WWF)TO BE 6"x 6" SPACES,#10 x#10 GAUGE WHICH SHALL WINDOW AND DOOR NOTES Note: This schedule does not include nailing for metal framing straps(see section 1 1/2"RIGID GIRDER TO S.S.P. COLUMN DETAIL,A, CONSIST OF COLD DRAWN MEMBERS HAVING AN ULTIMATE STRENGTH NOT LESS THAN for strapping and requirements section for rough opening framing INSULATION KCC SERIES COLUMN CAP a.ALL WINDOWS AND SLIDING GLASS DOORS TO BE VINYL CLAD WOOD WITH PP g q g P g g 10d NAILS ALLHOLES 70,000 PSI.WWF TO BE PLACED AS SHOWN ON THE PLAN. INSULATED GLASS,SCREENS&LOCKS AS MANUFACTURED BY ANDERSEN OR requirements). O 0- e.ALL REINFORCING TO BE SECURELY FASTENED TO RESIST MOVEMENT DURING APPROVED EQUAL SIZES AND TYPES AS INDICATED ON PLANS.UNLESS WOOD POST Z Q All nailing is a general specification it applies unless otherwise noted. CONCRETE PLACEMENT. EQUIVALENT STEEL AREA MAY BE SUBSTITUTED FOR ANY OTHERWISE NOTED. Pau SERIES POST ANCHOR f.WELDED WIRE FABRIC OF E Q• b.ALL EXTERIOR DOORS TO BE INSULATED METAL,AS MANUFACTURED BY o REINFORCING BAR GRID. BENCHMARK, STANLEY OR EQUAL.SIZES AND TYPES AS INDICATED ON PLANS. Joint Description No.of Nails Nail Spacing O GRADE FULLY WEATHER-STRIPPED,LOCKS.UNLESS OTHERWISE NOTED. ROOF CEILING FRAMING O O 3/8"GALVANIZED LAG 1 C/ CONCRETE NOTES c.ALL INTERIOR DOORS TO BE 1 3/4"THICK, HOLLOW CORE,FLUSH BIRCH,U.O.N.ALL GIRDER TO CONCRETE PIER DETAIL BOLTS(4) 1 CONCRETE FOOTING Z a.ALL CONCRETE TO BE f' c= 3,500 PSI @ 28 DAYS UNLESS OTHERWISE NOTED. DOOR JAMS AND BUCKS TO BE CLEAR PINE. - ANCHOR BOLT -CONC. STEPS TO BE 3,500 f'c @ 28 DAYS Rafter to To Plate Toe-Nail (3)10d Common Per Rafter 3/8"%9/C0 1/2"LONG LAG BOLTS U CONTINUOUS WELD U b.ALL EXPOSED CONCRETE TO BE AIR ENTRAINED. Ceiling Joist to Top Plate Toe-Nail (3)8d Common Per Joist c.SOIL VALUE ASSUMED AT=-1 TON PER SQ. FT.AT DEPTHS NOTED. SOIL CONDITIONS ENGINEERS NOTE- FOR ADDITIONS &ALTERATIONS ONLY 6^ Q TO BE VERIFIED PRIOR TO CONSTRUCTION.WATER FRONT OR PROPERTIES IN CLOSE Ceilin Joist las over Partition Face-Nail 3 led Common O 9 P ( ) ( ) Each Lap PROXIMITY B BEACH,CANAL, WATER,ETC.TO PROVIDE THIS OFFICE WITH TEST THE ENGINEER HAS BEEN RETAINED TO DESIGN AN ADDITION TO,RENOVATE OR LEGALIZE THIS @ STA�DARD BASE PLATES&CAPS RAFTERS TO RIDGE CONNECTION x HOLE DATA BY LICENSED OR CERTIFIED SOIL MECHANIC. EXISTING STRUCTURE. Ceiling Joist to Parallel Rafter(Face-Nail) Table RB02.5.2 Each Lap d.BOTTOM OF EXTERIOR FOOTINGS TO BE T-ID" MINIMUM BELOW GRADE. [-� e.ALL FOOTINGS TO REST ON VIRGIN UNDISTURBED SOIL. Collar Tie to Rafter Face-Nail 3 10d Common Each End 4 LS268-675 lbs. BEFORE DESIGNING BEGINS THE ENTIRE STRUCTURE IS MEASURED AND EXISTING CONDITIONS ARE ( ) � �/2 POST ANCHOR DETAIL UPLIFT f.STEP FOOTINGS DOWN AS REQUIRED. MAXIMUM STEP FOOTINGS SHALL BE ONE TMU26-640 lbs. VERTICALLY TO TWO HORIZONTALLY WHERE ELEVATIONS CHANGE. DRAWN. THE BUILDING STRUCTURE AND ITS STRUCTURAL INTEGRITY ARE VISUALLY INSPECTED AND Blockin to Rafter Toe-Nail (3)8d common Each End W UPLIFT � l NOTED. POTENTIAL PROBLEMS AND HAZARDS ARE ADDRESSED AND REMEDIES ARE NOTED ON THE _ _ 2 V C/)g.WALL FORMS TO REMAIN IN PLACE IN PLACE 3 DAYS MINIMUM. REFERENCE 3.38 h.CURE AND SEAL ALL SLABS ON GRADE WITH 2 COATS HORN CLEAR SEAL OR EQUAL. PLAN. Rim Board to Rafter End-Nail 2 16d Common Each End /2 - _ FOR NAILING 8/12 i.CONCRETE CONTRACTOR SHALL PROVIDE ADEQUATE BRACING FOR ALL WALLS AS NOT ALL EXISTING CONDITIONS OF A BUILDING ARE EASILY ACCESSIBLE FOR INSPECTION BY THE WALL FRAMING w w 0 REQUIRED TO RESIST WIND AND CONSTRUCTION LOADS. _ _ ° REQUIRED @ ,� ENGINEER. THEREFORE,ENGINEER'S LOOK FOR CLUES, FOR EXAMPLE:CRACKS,DIFFERENTIAL PROVIDE SAWED OR KEYED AND FORMED CONTROL JOINTS FOR SLABS AND WALKS °° CATHEDRAL CEILINGS ^^ 1' SETTLEMENT CRUMBLING ETC...SUGGEST THAT THE EXISTING FOUNDATION MAY BE FAILING OR To Plate to To Plate Face Nail 16d 24"O.G. Per Foot °0 i--�I ON GRADE,AT 20'-0' MAXIMUM IN BOTH DIRECTIONS. SETTLING OVER TIME. THE FOUNDATION MAY NEED TO BE REPAIRED REDONE OR REINFORCED WHICH ° IN ADDITION TO RIDGE M--"1 k. PROVIDE SLEEVES IN FOUNDATION WALLS AS REQUIRED FOR ELECTRIC PLUMBING r ° ° STRAPPING 12/12 O MECHANICAL,ETC.COORDINATE WITH OTHER CONTRACTORS,DRAWINGS,AGENCIES, WILL BE SHOWN ON THE DRAWINGS. THIS IS ONE OF MANY OF THE ENGINEER'S ROLES IN A PROJECT. TYPICAL S A6 UPLIFT H 2" o To Plates at Intersections Face-Nail 2 16d Common Each End ° �„� � a � ETC. CONNECTION INSTALLATION ° O W THIS ENGINEER HAS INSPECTED THE EXISTING STRUCTURE AND FINDS IT TO BE STRUCTURALLY SOUND Stud to Stud Face-Nail 16d 16"O.C. Each End I I a I.CONCRETE FOUNDATION WALLS TO BE CAST MONOLITHIC.NO HORIZONTAL JOINTS AS FAR AS THE PARAMETERS OF THIS PROJECT. EVERY PRECAUTION HAS BEEN TAKEN TO INSURE SHALL BE PLACED IN WALLS. THAT THIS STRUCTURE IS SAFE. IF A CONDITION IS DISCOVERED DURING DEMOLITION, CONSTRUCTION Header to Header Face-Nail led Common 16"o.c.along edges ° ® 2 Q~� m.ALL EXPOSED CONCRETE SLABS TO RECEIVE ENGINEERURAL FINISH AND OR INSPECTION BY A BUILDING INSPECTOR THIS ENGINEER SHOULD BE NOTIFIED IMMEDIATELY IN 1 a ° `�T�' � O SCORING AS PER PLANS AND SPECIFICATIONS. WRITING SO THE CONDITION OR CONDITIONS CAN BE RECTIFIED. To of Bottom Plate to Stud End-Nail 2 16d Common Per Stud HURRICANE STRAP DETAIL w n.NO CONCRETE OR MASONRY SHALL BE PERFORMED IN TEMPERATURES 40 DEGREES CROSS-SECTION PAU a ° L� F.OR LESS. NO CONCRETE SHALL BE CAST ON FROZEN SURFACES. Bottom Plate to Floor Joist, Band Joist, End RT30F 10d NAILS ALL HOLES o. NO ADDITIVES SHALL BE PERMITTED WITHOUT WRITTEN PERMISSION FROM ENGINEER. Josit or BlockingEnd-Nail 16d Common 16"G.C.Face Nail PLUMBING NOTES ( ) -995 lbs. UPLIF=T p.ALL FOOTINGS TO BE 8"OR 6" PROJECTION ON EACH SIDE OF FOUNDATION WALL MIN. (2)#4 REBARS CONTINUOUS,UNLESS OTHERWISE NOTED(SEE PLANS). a. PLUMBING TO CONFIRM TO STATE AND LOCAL CODES. 8310 ESCAPE/RESCUE OPENINGS RC LS268&TMU26 P q. PROVIDE MINIMUM 2'W" KEY BETWEEN FOOTINGS AND FOUNDATION WALL. b.PROVIDE SHUT OFF VALVES ON ALL SUPPLY LINES AT ALL FIXTURES. Double Top Plate Splice(Face Naile) (8)16d Each Side of Splice w N TYPICAL LIGHT SLOPE HANGER r.CRAWL SPACE VENTS, IN ACCORDANCE w/R408 ARE TO BE LOCATED WITHIN T-0" c.INSULATE ALL SUPPLY LINES. REFERENCE 3.38 a. MINIMUM INSTALLATION @ 16"O/C FOR NAILING 34'CLEAR OF EACH CORNER OF THE BUILDING. d.PROVIDE FROST PROOF HOSE BIBS AS PER PLAN MINIMUM 2 PER NEW RESIDENCE. FLOOR FRAMING 2°"CLEAR 00 s.ALL FOUNDATION WALLS AT BASEMENTS TO RECEIVE BITUMINOUS WATERPROOFING. e.ALL FIXTURES TO BE AMERICAN STANDARD, KOHLER OR APPROVED EQUAL, 5.7 SQ. FT AREA - SIZE OF HANGER DETERMINED BY SIZE OF RAFTER 5.7 SQ. FT. (SEE MINIMUM •• W � a�•1� CARPENTRY NOTES FURNISHED&INSTALLED BY CONTRACTOR. EXCEPTION) z J V f. PIPING PENETRATIONS THROUGH FIRE-RATED WALL OR FLOOR ASSEMBLIES ARE TO Joist to Sill Top Plate or Girder Face-Nail 3 8d common Per Joist b. MINIMUM OPENING 0 QK�It a.ALL WOOD SILLS,BLOCKING, NAILERS,ETC.IN CONTACT WITH MASONRY,CONCRETE OR COMPLY W/P2603. M a HEIGHT 24" TYPICAL UPLIFT CONNECTION o--4 h 4 O SOIL TO BE ACQ(TREATED). g.WATER&DRAINAGE PLUMBING IS TO BE INSTALLED IN ACCORDANCE w/SECT. Brid in to Joist Toe-Nail 2 8d common Each End o c. MINIMUM OPENING (FOR OPENINGS) Z b.PROVIDE ALUM.TERMITE SHIELD&SILL SEALER AROUND ENTIRE PERIMETER. P2603.WOOD FRAME DRILLING&NOTCHING ARE TO BE IN ACCORDANCE w/ 0 WIDTH 20" ~ C.ALL NAILS, BOLTS,JOISTS HANGERS&FRAMING CONNECTORS TO BE HOT-DIPPED P2603.2.PIPE PROTECTION AGAINST PHYSICAL DAMAGE&CORROSION IS TO BE IS Blocks to.Jost Tae-Nail 2 Bd Common Each End TYPICAL RT16T 0 d. MAXIMUM SILL ' INSTALLATION p( W GALVANIZED. TO BE IN ACCORDANCE w/P2603.2.1 & P2603.3.SEE P2603.4& P2603.5 FOR PIPES o OPENABLE OPENABLE @16"o/C U d.ALL JOISTS, RAFTERS, HEADERS&GIRDERS SHALL BE DOUG FIR ft 850 PSI MIN. IN FIRE RATED ASSEMBLIES AND THROUGH FOOTINGS/FOUNDATION WALLS. Blockingto Sill or To Plate Toe-Nail 3 led Common Each Block TRUSS/RAFTER TO DOUBLE 0 HEIGHT OF 44 AREA -< AREA W O e.MUST BE aTYPICAL LSTA24 W STUDS TO BE MIN.HEM FIR f'b 850 PSI. h. PIPE PENETRATIONS THROUGH FOUNDATION WALLS ARE TO BE COVERED w/A PLATE INSTALLATION @ 16"O/C OPERABLE ¢� Ledger Strip to Beam Face-Nail 3 led Common Each Joist o \ w Z LSTA24-980 lbs.UPLIFT 20 GA. Q e.ALL SHEATHING SHALL BE 1/2" DOUGLAS FIR EXTERIOR GRADE PLYWOOD, NAILED 6d SLEEVE 2 PIPE SIZES GREATER THAN THE PIPE PASSING THROUGH IT, IN WITHOUT KEYS OR 5.7 SO FT. ,5750 FT,, "� 1 1/4"X24" @ 6"O.C. 2 INTERIOR&INTERMEDIATE BLOCKING POINTS.COVERED WITH 15 LB. ACCORDANCE w/P2603.4. Joist to Led er to Beam Toe-Nail (3)8d Common Per Joist GIRDER TO CONCRETE PIER DETAIL TOOLS MINIMUM` / MINIMUM BUILDING PAPER OR CELOTEX INFILTRATION BARRIER PROPERLY TAPED&SEALED. i. PIPE SUPPORTS ARE TO COMPLY w/SECT. P2605.TABLE P2605.1 APPLIES, EXCEPT g f.ALL SUB FLOORS TO BE 3/4" PLYWOOD NAILED WITH TWIST NAILS @ 6" O.C. LEAD PIPE IS NOT TO BE USED.PIPE MATERIALS ARE TO COMPLY w/SECT.P2609. CRIPPLE STUD ALL WALL CORNERS TO BE MIN. 3 STUDS NAILED 16d- 12'O.C. WHERE THE VOLUMES OF ROOMS AND SPACES ARE COMBINED FOR THE PURPOSE OF Band Joist to Joist End-Nail 3 16d Common Per Joist FOR 20 CLEA WINDOW MINIMUM SIZE WINDOW g. �• FOR 20"CLEARHEGHT FOR 24"CLEARHERdHT STRAP REFERENCE 33B h.HEADERS,TRIMMERS&JOISTS UNDER PARTITIONS TO BE DOUBLED BLOCK BETWEEN PROVIDING INDOOR COMBUSTION AIR,THERE SHALL BE AT LEAST TWO OPENINGS Band Joist to Sill or To Plate Toe-Nail 2 16d common Per Foot ANCHOR BOLT DETAIL x �HEAUER FOR NAILING JOISTS UNDER PARTITIONS. BLOCK STUD WALLS @ 1/2 STORY HEIGHTS&AT PROVIDED, ONE WITHIN 1 FOOT OF THE CEILING OF THE ROOM AND ONE WITHIN 1 FOOT TYPICAL UPHD8 INSTALLATION W UNSUPPORTED EDGES OF PLYWOOD. OF THE FLOOR FOR COMBINED USE OF INDOOR AND OUTDOOR AIR. SIZE OF VENTS Wood structural panels, subfloor, roof and interior wall sheathing to s FLOOR i.ALL CAP PLATES TO BE DOUBLED&NAILED WITH 16d @ 12"OC LAP CAP PLATES AT TO BE DETERMINED BY MANUFACTURERS SPECIFICATIONS. ANCHOR BOLT-TO-PLATE END O CONNECTION Is 170MREQ'D@ EA. framing and particleboard wall sheathing to framing. o END OF HEADER&@BOTTOM OF CORNER. -TO-STUD CONNECTION o HEADER STUDS,IN ADDITION TO j. HEADERS OVER DOORS AND WINDOWS UP TO T-0" WIDE TO BE(2)2x6 FOR OPENINGS See Table R602.3(3) for wood structural panel exterior sheathing SHEAR WALLS ONLY- THE CONSTRUCTION TYPE DESIGNATION SHALL BE "I", "II", CONNECTORS TOP&BOTTOM WALL STUDS LES 3'-0"TO 5'-0" USE(2)2x8,UNLESS OTHERWISE NOTED. to wall framing (SLAB ON GRADE,ETC.) "III", "IV", OR "V"TO INDICATES THE CONSTRUCTION k.FOR HEADERS OVER S'-O" LONG USE DOUBLE JACK STUDS. I. MIN.BEARING FOR JOISTS,BEAMS&STUDS TO BE 3 112". Table 8602.3(3) yew Intermediate UPHD8-3,300 lbs.UPLIFT CLASSIFICATION OF THE STRUCTURE UNDER SECTION 602 m. PROVIDE SOLID BRIDGING MAX. 8'-0" O.C. IIS ALL FLOOR CONSTRUCTION. Requirements for Wood Structural Panel 3/8"-1/2" 6"o.c. 12"O.G. FOR CORNERS&6d Common (8)WS3 WOOD SCREWS OF THE BCNYS FLOOR TO FLOOR CONNECTION n. PROVIDE COLLAR BEAMS AT RAFTERS AS PER STATE& LOCAL CODES. (16" o/c,@ Bd Common OPENINGS 6'-0"OR GREATER 4'-5"ABOVE ATTIC FLOOR) OR 1/3RD WAY DOWN FROM RIDGE Wall Sheathing used to Resist Wind " z o. ROOF FRAMING IS DESIGNED IN ACCORDANCE w/THE PROVISIONS OF CH.3 OF THE Pressures 19/32-1" TYP. CONNECTION FOR TWO O.C. O 8d common 6"o.c. 12" STORY APPLICATIONS 2018 W.F.C.M. Minimum Minimum ,S/a"%%C ANCHOR BOLT@36"OC p.PARALLAM, MICROLLAM OR WOOD STRUCTURAL MEMBERS TO BE AS MANUFACTURED 1 1/8-1 1/4 10d Common 6"o.c. 12"o.c. REFLECT( MINIMUM SHEAR WALL SEGMENT SIZE BY TJI CORP.OR APPROVED EQUAL. Wood Nominal Maximum VE WHITE ASPECT RATIO:H/L<3i � Structural Panel Wall Stud Other wall sheathing WALL HT.(H) SEGMENT WIDTH(W) W q.MATERIAL FOR STRUCTURAL MEMBERS IS TO BE IDENTIFIED IN ACCORDANCE w/R502.1 B'-1" 2'-4" I� 1/2"Structural Gellusic Fiberboard 11/2"Galv RoaAng REFLECTIVE RED 9'-1" MATERIAL FOR LOAD BRC.STUDS,PLATES,AND HEADERS ARE TO BE IDENTIFIED IN Panel Span Thickness Spacing 3"O.C. 6"o.c. Y ACCORDANCE w/R602.1. g ( ) ( ) p g g p l D Sheathing Nail PANTONE#187 10'-1" T-0^ Minimum Nail Ratin Inches Inches Panel Nail S acin Ultimate Desi n Wind S eed m h r.STRUCTURAL FLOOR MEMBERS ARE NOT TO BE CUT,BORED,OR NOTCHED IN EXCESS 25/32"Structural Cellusic Fiberboard 3/4"Goly Roofing STUD TO FOUNDATION CONNECTION fl Wind exposure category 3"o.c. 6"o.c. OF THE LIMITATIONS SPECIFIED IN FIG.R502.8.CUTS, NOTCHES,AND HOLES BORED IN ail cQ SIMPSON MST27 20 GA.METAL STRAP, DESIGNATION FOR STRUCTURAL COMPONENTS ENGINEERED WOOD PRODUCTS ARE NOT PERMITTED UNLESS THE EFFECTS OF SUCH Edges Field z TYPICAL UPHD8 INSTALLATION PENETRATIONS ARE SPECIFICALLY CONSIDERED IN THE DESIGN OF THE MEMBER,IN 1/2"Gypsum Wallboard 1 1/4 Screws T'o.c. T'o.c. 12"MIN.ON STUD SURFACE FF1 1 THAT ARE OF TRUSS TYPE CONSTRUCTION$IZe Penetration(in) (inches D.C.) (inches o.c.) B C D HOEDOWN W/ 5/8"I(WREADED ROD II ACCORDANCE w/R502.8.2. STUD DRILLING 81 NOTCHING ARE ALSO TO COMPLY w/ 6d Common 1.5 24/0 3/8 16 6 12 140 115 110 TYPICAL LSTA36 = p� M to R602.6. (SEE DETAIL) 5/8"Gypsum Wallboard 1 5/8 Screws T'o.c. T'o.c. II II -_ Q) / OR EQUIVALENT FLOOR FRAMING, INCLUDING NOTE: .1 (D N s.IN ACCORDANCE w/SECTION R312.1.3 REQUIRED GUARDS FOR HANDRAILS ARE TO 8d Common 1.75 24/16 7/16 16 6 12 170 140 135 ( ) W N HAVE GAPS THAT DO NOT ALLOW PASSAGE OF A 4"o SPHERE 24 6 12 140 115 110 Wood structural panels combination subfloor REFERENCE "F" GIRDERS AND BEAMSN ~ 3 t.STAIR TREADS SHALL BE 1 1/4"THICK CLEAR OAK,UNLESS NOTED. FOR NAILING 1 MAY BE N w Lzl u. INTERIOR TRIM SHALL BE CLEAR MATERIAL UNLESS OTHERWISE NOTED. 3/4"or Less 6d Common 6"c.c. 12"o.c. REQUIRED WRAP&NAIL STRAP AROUND STROKE " " MI FOR SHEAR O fly V.WALL&CEILING FINISHES ARE TO HAVE A FLAME SPREAD CLASSIFICATION NOT SILL @16"OC ON EACH STUD L 6" DIAMETER "FR" Z Q A Z Q GREATER THAN 200 IN ACCORDANCE w/R302.9.4, &A SMOKE DEVELOPED INDEX TABLE 8403.1 MINIMUM WIDTH OF CONCRETE OR MASONRY FOOTINGS(inches)o 7/8"-1" G"o.c. 12"o,e, ° 3 8d Common �/8"%rGC ANCHOR BOLT@36"OC a C7 NOT GREATER THAN 450,IN ACCORDANCE vr/R302.9.4.TESTING METHODS MUST TRUSS SIGN NOTE:INSTALL TRUSS SIGN AT LOCATION OF INCOMING ELECTRIC SERVICE.CONTRACTOR TO FURNISH AND INSTALL Q 3 C4 COMPLY w/R302.9.3 11/8 -1114 10d Common G"O.C. 12"o.c. LSTA36-1,305 lbs.UPLIFT 18 GA.1 PROFESSIONALLY.FABRICATE AS DETAILED IN DWG. U Q Q U LOAD-BEARING VALUE OF SOIL 1/4"x36" TRUSS SIGNAGE REQ IF ENGINEERED WOOD ON PLANS w.ALL CLOSET SHELVES TO BE CLEAR PINE UNLESS OTHERWISE NOTED. (P>-fl / X. PROVIDE 1 "WOOD CLOTHES ROD IN ALL CLOSETS. 1,500 2,000 3,000 E4,000 For wood structural panel roof sheathing attached to gable end roof framing and to FLOOR TO FLOOR CONNECTION SCALE: y.CERAMIC TILE SURFACES&INSTALLATION ARE TO COMPLY w/8702.4,OTHER Conventional light-frame construction intermediate supports within 48 inches of roof edges and ridges, nails shall be spaced REQUIRED FOR UPLIFT 1/4 " = 1 FINISHES TO COMPLY w/R702.5,&R702.6. 1-story 12 12 12 12 at 6 inches on center where the ultimate design wind speed is less than 130 mph and Z.ANY CHANGES TO THE STRUCTURE SHOULD BE BROUGHT TO THE ATTENTION OF THE 2 story 15 12 12 12 OPTIONAL NAILS END ENGTH ! shall be spaced 4 ince5 on center where the ultimate design wind speed is 130 mph or (WOOD SHRINKAGE o 12" YPICAL P`�O E ENGINEER BEFORE CHANGES ARE MADE TO THE STRUCTURE ON SITE. 3-story 23 17 12 12 greater but less than 140 mph MAY OCCUR AND CAUSE STRAP TO flinch brick veneer over light frame or 8-inch hollow concrete masonry BUCKLE OUTWARD) ° 1 M •ii G".�.tI 12 12 12 ROOFING /SIDING NOTES 2�t ry 21 16 12 12 RAFTER TO DOUBLE TOP PLATE DETAIL TYPICAL STUD PLATE TIE SERIES - SP4 FLOOR TO FLOOR CONNECTION n a.ROOF COVERING MATERIALS ARE TO COMPLY w/SECTIONS R902,R904,&R905 AND 3--story 32 24 16 12 INSTALLATION @ 16" O.C. FOR NAILINGCLEAR ARE TO BE IDENTIFIED IN ACCORDANCE w/R904.4. ROOF DRAINS ARE TO BE PROP (CANTILEVER CONDITIONS) S N F� 77006 NSTALLED IN ACCORDANCE w/R903.4. DRAWINGS AND DETAILS TO BE SUBMITTED. 8-inch solid or fully grouted masonry DOUBLE LVL A b•4SPHALT SHINGLE UNDER-LAYMENT IS TO COMPLY w/SECTION R905.2.3.SELF SEAL 1-story 16 12 12 12 FASTENERS:2-1 OdX1 1/2 T/0 FESSIONP� RAFTERS/TRUSS •• INSTALLATION @ 16"o% TYPICAL LSTA S111PS AND FASTENERS ARE TO COMPLY w/R905.2.4&R905.2.5. DETAILS OF 2-story 29 21 14 12 z FASTENERS: 1/2 T EXIST 2X4 STUD WALL @76"O.C. LSTA24-9801bs.UPLI DWG. NAME: ASPJALT SHINGLE ROOFING INSTALLATION ARE TO BE SUBMITTED. FOR ROOF SLOPES 3-story 42 32 21 16 O e �I; TYPICAL KST237 iN 20 GA.1 1/�"X24" OF 4112, DOUBLE UNDER-LAYMENT IS REQ'D.IN ACCORDANCE w/R905.2.7.THE REQ'D PLATES 3/9/16" LSTA24-980 lbs.UPLIFT 20 GA. UNDER•LAYMENT IS TO CONFORM w/ASTMD'226, D 1970,D4869,AND D6757,AND IF 1 1/4"x24" DETAILS APPLICABLE,TYPE CLASSIFICATION INDICATED IN ACCORDANCE w/TABLE R905.1.1(1) For 51:1 inch=25.4 mm,1 pound per square foot c 0.0479 kPa. DOUBLE EXISTING 2X4 SILL ENDLENGTH C. FOR ROOF SLOPES ICE PROTECTION THAT CONSISTS OF AT LEAST 2 LAYERS OF TOP PLATE PLATE PROVIDE BLOCKING 1^MIN. 0 12" YPICAL & NOTE S UNDER-LAYMENT CEMENTED TOGETHER,OR A SELF ADHESIVE POLYMER MODIFIED a.Where minimum footing width is 12 inches,use of a single wythe of solid or fully grouted 12-inch nominal concrete masonry units is permitted. z -I PROPOSED 2X4 DOUBLE TOP BITUMEN SHEET,IS TO BE USED& IS TO EXTI-ND FROM THE EAVES EDGE TO 24' MIN. v PLATE FLOOR-TO-FLOOR INSIDE THE EXTERIOR WALL LINE OF THE BUILDING IN ACCORDANCE w/R905.2.7.& N } FORENAILING3.36 REFERENCE 3.38 DWG. NO.: 8905.1.2. '- 12"MIN. INSTALLATION @ 16 OIC FOR NAILING d.FLASHING MATERIALS ARE TO BE CORROSION-RESISTANT AND INSTALLED IN ACCORDANCE w/R703.8, R903.2,&R905.2.8. 2X4 STUD WALL @ 16" STRAP @ e.HOUSE WRAP MATERIAL OR BUILDING FELT&IT'S INSTALLATION ARE TO COMPLY w/ O.C. r. EACH STUD R703.2TYPICAL H16 -1470 lbs. UPLIFT J PROP 2X4 STUD WALL @16"O.C. f.WEATHER RESISTANT SIDING ATTACHMENT AND MIN.THICKNESS ARE TO COMPLY w/ 6-1odx1 1/2" - �' ' WALL TO CRIPPLE WALL CONNECTION R703.3.2. TRUSS/RAFTER TO DOUBLE (o.taa"xt 1/2") PLATE INSTALLATION PAGE 2OF 3 d- N 00 et 00 O� IM 2nd Floor Overhang —\ I \` 1 31/2"x 111/4"2.OE Parallom PSL 12"Diam PC Post Ftg w/Treated 4 x 4 Post 5. o '^ m Q X Treated 2 x 8 DJ Connected 4 d to Treated 2 x 10 Lagged to Framing 1/2" Lags It N 16"O.C. O O Replace Ex.Window w/ �y C) New 5068 French Door (2)2x10 HDR to Replase ,r Window "t.P 14" Diam PC Post Ftg 6) (2)Treated 2x10 w/Treated 6 x 6 Post v, 12"Diam PC Post Ftg w/Treated 4 x 4 Post 0 H r� Wz 0 Deck Plan Deck Foundation Plan Left Elevation z H a Cn z 0 U Q F-, w 0 w 0 W w Q w a O O w � w ~ � r� Q DO ILIW d- H C) a, a Z U W W � Q C`7 Right Elevation Railings to comply with R312.1 8312.2 Railings to comply with 8312.1 8312.2 See Notes on A-1 for Full Description Rear Elevation See Notes on A-1 for Full Description 0 w x U N E N M N 0� Cn Treated 2x8 DJ Co)16"O.0 N Treated 2x10 Lagged to Framing 1/2" Logs 16" O.G – O d Z A z Treated 2x8 DJ 6 z Q"O.0 a Q d Freated2x8 Q (� (2)Treated 2x10 U Uw SCALE: 31/2"x 11114!' 2.OE Parallam PSL P�0 E i p IT- //U06 A'�OFESSIONP� PB Post Cap DWG. NAME: PB Post Cap 0 PLANS a m 1'_211 16"Diam PG Post Ftg DWG. NO.: w/Treated 6 x 6 Post (Typ) Stair Section A - 2 Deck section PAGE 3 OF 3