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HomeMy WebLinkAbout46915-Z �o�oSUEFO1y Town of Southold 5/9/2022 P.O.Box 1179 m 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 43058 Date: 5/9/2022 THIS CERTIFIES that the building DECK Location of Property: 1450 Cedar Dr, Southold SCTM#: 473889 Sec/Block/Lot: 78.-8-18 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 9/21/2021 pursuant to which Building Permit No. 46915 dated 10/1/2021 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: front and rear deck additions to existing single-family dwelling as applied for. The certificate is issued to Brink,James&Tennant,Caitlin of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED Authorized Signature �o�SUFEa o TOWN OF SOUTHOLD aye BUILDING DEPARTMENT x TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 46915 Date: 10/1/2021 Permission is hereby granted to: Brink, James 248 Duffield St Apt 711 Brooklyn, NY 11201 To: construct deck addition to existing single-family dwelling as applied for. At premises located at: 1450 Cedar Dr, Southold SCTM # 473889 Sec/Block/Lot# 78.-8-18 Pursuant to application dated 9/21/2021 and approved by the Building Inspector. To expire on 4/2/2023. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $395.20 CO-ADDITION TO DWELLING $50.00 Total: $445.20 4 Bui ding Inspector W � ✓ OF SOUI�olo 4 # # TOWN OF SOUTHOLD BUILDING DEPT. cna765-1802 INSPECTION [ FOUNDATION 1STeto S [ ] ROUGH PLBG. [ ] UNDATION 2ND [ ] INSULATION/CAULKING [ FRAM G /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ `] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) _ [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: lk-s 0,A, ®r- DATE DATE INSPECTOR pF SOUIyOlo TOWN OF SOUTHOLD BUILDING DEPT. cou765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: Q ,I&L,rbc-- !PP-cae lllfkbP-nii A5- Wp Ccitt-, DATE q-z� - z z INSPECTOR �' z' !!r rar grw►�� �y a a f A A. L I t i . _ - ,: '. ,; ,a�,`F ;_a;, �. rf 9. Z` t'a1 �t, - - _..�Y�., '.,r, �_ 'S �. ': 'f:� ..'w.-3 �tr� '+A.-a.. �4 �� ?;dey. ,�I i F r R _ 3t 10 j I f p.. If FIELD INSPECTION REPORT 'DATE COMMENTS rd • 2Z R. r6 �r ✓ �` �tr FOUNDATION(1ST) -------------------------------- FOUNDATION'(2ND) . � Z 3 2L lt. :s Q�fC✓ ROUGH FRAMING.&\. PLUMBING H 1 V J INSULATION.PER N.Y. y. STATE ENERGY CODE -zz�z pwx �d2cPG l� bzL ('G-t� (�Lt4 To. ZVa&b& 12-F4jP4C-6 FP-O'r d7EGfC. Ti f9�ERit; -. Pr .lJ2-lz / FINAL ADDITIONAL COMMENTS e S a /o r o ,06 .Wto d Le �X =o�gOFFO( �oGy� TOWN OF SOUTHOLD—BUILDING DEPARTMENT y Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 y�• ao�� Telephone (631) 765-1802 Fax(631) 765-9502 https://www.southoldtownnygov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only [5 PERMIT NO. Building Inspector: i SEP 2 1 2021 Applications and forms must be filled out in their entirety.Incomplete applications will not be accepted. Where the Applicant is not the owner,an , Owner's Authorization form(Page 2)shall be completed. BLT$I`13II�G DEPT. e: OWNER(S)OF PROPERTY: Name:James Brink & Caitlin Tennant TSCTM#1000-78.-8-18 Project Address:1450 Cedar Dr., Southold, NY 11971 Phone#:610-888-1685 Email:james.p.brink@gmail.com Mailing.Address:248 Duffield St. Apt 7R, Brooklyn, NY 11201 CONTACT PERSON: Name:James Brink Mailing Address:248 Duffield St. Apt-7R, Brooklyn, NY 11201 Phone#:610-888-1685 Email:james.p.brink@gmail.com DESIGN PROFESSIONAL INFORMATION: Name:Robert.Higgins Mailing Address:50 Hidden Acres Path, Wading River, NY 11792 Phone#:631-208-3351 Email:rarchibob@aol.com CONTRACTOR INFORMATION: Name:TBD Mailing Address:TBD Phone#:TBD Email:TBD DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: E Other Deck $20,000.00 Will the lot be re-graded? ❑Yes BNo Will excess fill be removed from premises? ❑Yes ®No 1 ,,I 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 R-40 this property? ❑Yes ®No IF YES, PROVIDE A COPY. ❑ 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 building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Application Submittedqy(pntn e):James ri k & Caitlin Tennant ❑Authorized Agent BOwner Signature of Applic X Daa STATE OF NEW YORK) SS: COUNTY James Brink & Caitlin Tennant being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)he is the Owners (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 �J day of ,4�Y9�lP� 0�1 /* Notary Public DEIRDRE M.ROCHFORD NOTARY PUBLIC,STATE OF NEW YORK PROPERTY OWNER AUTHORIZATION Registration No.01R06319374 Qualified in Kings County (Where the applicant is not the owner)Commission Expires February 17,2029 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 Matheson, Kyle From: Verity, Mike Sent: Monday, May 02, 2022 7:52 AM To: Matheson, Kyle Subject: FW: [SPAM] - 1450 Cedar- Deck Attachments: image1 jpeg; image0 jpeg; image3 jpeg; image2 jpeg From: Caitlin Tennant<caitlintennant@gmail.com> Sent: Friday,April 29, 2022 4:21 PM To:Verity, Mike<Mike.Verity@town.southold.ny.us> Cc:James Brink<james.p.brink@gmail.com> Subject: [SPAM] -1450 Cedar- Deck Mike, Nice to meet you last Friday. •We have installed the railings with proper grip size on the deck stairs and attached the photos of them per your request. Please see attached photos of all three stair case. •We also dug out one of the the footings on the front deck and have included a photo showing that footing depth as well. We left it dug out for now if you want to send someone to see it in person. Please let us know when we can fill it back in. •Lastly, we had our architect add the front deck to the plans as you requested. We have signed/sealed copies we can drop off. My husband tried to drop them off today but we didn't realize the office closed at 2. We can have one of my parents drop them off next week while we are at work, is there any other paper work or checks that need to be dropped off along with the plans? Thanks! Caitlin Tennant 1450 Cedar Dr Southold i ACo CERTIFICATE OF LIABILITY INSURANCE DATE(MMIDD/YYYY) 02/02/2022 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 CON ACT Loscalzo Enterprises Ltd PN.MHONE Liliana Monis FAx 1 80 Orville Drive Suite 100-10192 (631)676-7080 me No:(631)676-7081 E-MAIL Bohemia,NY 11716 ADDRESS: lilianaa@loscalzoagency.com 1 License#:90611 O INSURERS AFFORDING COVERAGE NAIC d INSURERA: Utica First Insurance Company , INSURED INSURERS: C H Satterley Construction Corp. i Charles H Satterley INSURER C: i 335 North Sunrise Service Road INSURER D: Ma norville,NY 11949- INSURER E: INSURER F: I COVERAGES CERTIFICATE NUMBER: 00011775.90385 REVISION NUMBER: 4 i 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. I i INSR ADDL SUBR POLICY EFF POLICY EXP LIMITS I LTR .TYPE OF INSURANCE WVD POLICY NUMBER MMIDDIYYYY MM/DD A �( COMMERCIAL GENERAL LIABILITY ART 1281316 16 07/17/2021 0711712022 EACH OCCURRENCE $ 1,000.000 r CLAIMS-MADE OCCUR PREMISES AMAGE ToE..RENTEencs Is + MED EXP(Any one person $ 1.000 PERSONAL S ADV INJURY $ 1.000.000 I GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 X POLICY EC LOC PRODUCTS-COMP/OPAGG $ 2,000,000 , OTHER: Is AUTOMOBILE LIABILITY COMBINED a eBBIN D DINGLE LIMIT $ I 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 eeeiQ H - $ UMBRELLA LIAB OCCUR EACH OCCURRENCE s EXCESS LIAB CLAIMS-MADE AGGREGATE 1; I DED RETENTION$ $ WORKERS COMPENSATION PER OTH- :AND-EMPLOYERS'LIABILITY- ..- •...Y f N" -- - _. __ STATUTE__ ER I ANY PROPMETORIPARTNERIEXECUMVE N/A E.L.EACH ACCIDENT $ OFFICERIMEMBER EXCLUDED? (Mandatory in NH) E.L.DISEASE-EA EMPLOYE S If yes,describe Under i DESCRIPTION OF OPERATIONS below E.G.DISEASE—POLICY LIMIT $ i i� DESCRIPTION OF OPERATIONS 1 LOCATIONS I VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached H mora apace la required) { i III l I CERTIFICATE HOLDER CANCELLATION i SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN Caltlin Tennant ACCORDANCE WITH THE POLICY PROVISIONS. 1450 Cedar Dr. Southold, NY 11971 AUTHORIZ REPRESENTATIVE �1:1Gj L(1 LFM ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and lolao are realstered marks of ACORD Printed by LFM on 02/0212022 at 04:53PM I I 1 DRAWN NN CHECKED MM DATE AUGUST 2020 DPAWWG&JOB ND.20-737 THE EXISTENCE OF RIGHTS OF WAY UNAUTHORIZED ALTERATION OR ADDITION AND/OR EASEMENTS OF RECORD IF TO THIS SURVEY IS A VIOLATION OF ANY. NOT SHOWN ARE NOT SECTION 7209 OF THE NEW YORK STATE GUARANTEED. EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND Area= 22,574 s.f. Premises known as: EMBOSSED SEAL SHALL INOTNKEOBEECONS ID TO BE A VALID TRUE COPY. 1450 Cedar Drive, Southold GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED,AND ON HIS BEHALF TO THE TITLE COMPANY. GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON' AND TO THE ASSIGNEES OF THE LENDING INSTI— TUTION. GUARANTEES ARE NOT TRANSFERABLE. N0°010nf S,3bs SO d NOw OR FORMER(Y �f "'Mpy/1 01 O x r x deer nad YJ � ♦9, x`+`r`x U `x�8p��Tx� Fond r�r�x`x56^ A400ame^f 4/c on 5 W d steps a0�k concreteB. ;o aer!Once 4 y 40.91 ® * 2 r $63�mph 4.0' 2 Sta, 1 !O N� v" 0 9esidence &I°*is l;n !co 36.91 gat r h chinm', 8deck tank 28' / / basement r ,\>`. entrance n4ps ! _ 04-60, g ti a 26 / a�I r Op chain rink !^ o Tom• 7e^ce ai r 3 Ca NO NOW NOW OR pORMER(Y YOONC N�Q S,SO' w New Road Survey of Described Property Certified to: situate at EMINENT ABSTRACT, INC. (EA2626-S) Southold COMMONWEALTH LAND TITLE INSURANCE COMPANY JAMES P. BRINK AND CAITLIN A. TENNANT Town of Southold Suffolk County, New York Michael W. Minto, L.S.P.C. District 1000 Section 78 Block 8 Lot 18 LICENSED LAND SURVEYO NEW YORK TATE LIICOENSE NAL NUMBER 050871 Scale 1"= 30' Surveyed July 23, 2020 87 Woodview Lane Updated August 27, 2020 Centereach, N.Y. 11720 GRAPHIC SCALE PHONE/FAX: (631) 5110-1202 CELLULAR: (631) 766-971466-9714 140 w EMAIL: mfkeminto1spc0gmcfl.com ( IN FEET ) 1 inch = 30 fL GENERAL CONSTRUCTION NOTES 1. All construction shall conform to the 2020 Residential Code NEW YORK STATE. FASTENING SCHEDULE as adopted by New York State May 12, 2020, BASED ON TABLE R602.3 (1) NAILING SCHEDULE APP OVED AS NO ED Additions,Alterations& Renovations: shall conform with Appendix J v 2X P.T.LEDGER; MUST BE ONE SIZE DESCRIPTION NUMBER AND TYP SPACING AND DATE: GREATER THAN DECK JOIST AND 2. Written Dimensions take precedence over scaled dimensions OF FASTENER LOCATION B.P,� CON7IN000S FLASHING NO GREATER THAN THE DEPTH OF THE RIM JOIST EXTENDED ATTACH TO BAND JOIST WITH H O DIA.HOT-DIPPED 3. The contractor prior to the start of construction shall verify all FEE: D P PAST JOIST HANGER GALV LAG SCREWS PER TABLE R507,2 AND dimensions,existing or new and be responsible for field fit. 4 NOTIFY BUILDIi;,: +RT?41ENT AT PLACEMENT OF LAG SCREWS PER FIGURE R507.1(1) SIMPSON H2A C ,, ALL THRESHOLD KED TO LL see Schedule on DWG-1 4. All New Footings shall bear on Virgin, undisturbed soil with an assumed bearing capacity C 765-1802 8 AM T� FOR THE FLASHED&CAULKED TO FOLLOWING INSPE;1 i;;?JS; PREVENT WATER INTRUSION tip of lag screw shall fully extend beyond at each Rafter. With of 200) pounds per square Foot. All Footings shall be 36"below grade Minimum. It shall FLOOR FRAMING c 1. FOUNDATION - ,: v,S: RED the inside face of the band joist. (5) 8d X 1-1/2" nails in Rafter be the responsibility of the general contractor to verify the depth of all existing footings 0) FOR POURED CONCRETE GALV.DECK HANGER disturEed by construction. 4-8d BOX (2) 8d x 1-1/2" nails in plate 21 JOIST TO SILL, TOP PLATE OR GIRDER-PER JOIST 3-8d COMMON PER JOIST-TOE NAIL »_ 2. ROUGH - FRAMiN� SIMPSON LUS26 @ 2X6 e 5 8d x 1-1/2" nails in Stud M & PLUMBING SIMPSON LUS28 @ 2X8 ( ) TABLE R401.4.1 subscript b:Where the building official determines that in-place soils v 3. INSULATION with an allowable bearing capacity of less than 1,500 psf are like) to be resent at the site, 22 RIM JOIST,BAND JOIST OR BLOCKING TO SILL OR TOP 8d COMMON 6"0.C.TOE NAIL SIMPSON LUS28 @ 2X10 .�° 9 Y Y P PLATE(ROOF APPLICATIONS ALSO) 10d BOX 4. FINAL CONST "i7N MUST the allowable bearing capacity shall be determined by a soils investigation. 1 r BE COMPLETE Pi-;,. �,0 = - 2X LEDGER WITH FASTENERS IN ACCORDANCE 2-10d BOX ALL CONSTRUCTION SHALL MEET THE N= f WITH TABLE R507.2 o c o '233 BLOCKING TO JOIST EACH END 5. Cast-in-place concrete shall be air entrained; 5/0 7/o total air content by volume and have 2-ad COMMON an ultimate compressive strength at 28 days of 3000 psi. Except exposed slabs, f"- SIMPSON DTT1Z W/(6)SD#9 x 1-1/2"SCREWS 1-1/4" x 20 Gage Metal Coil y 4-16d BOX TOE NAIL Z Z REQUIREMENTS OF THE CODES OF NEW garage slabs and steps shall be 3500 psi. All work shall be in accordance with chapter 4. 24 BLOCKING TO SILL OR TOP PLATE 3 16d COMMON YORK STATE. NOT RESPONSIBLE FOR M ALLOWABLE LOAD PER TIE:840 LBS Strap with (5)-8d common nails All Concrete shall conform to the latest ACI standards. DESIGN OR CONSTRUCTION ERRORS. NOT LESS THAN 4 LOCATIONS SPACED EQUALLY in each end. catch jack studs 25 2" PLANKS PLANK&BEAM FLOOR&ROOF 3-16d COMMON Z . 3.. AND TWO WITHIN 24"OF EACH END OF DECK AT EACH BEARING,FACE NAIL and window or door Header. 6. Base design value for visually graded dimensional lumber: Joists,studs Rafters and All ( ) 4-10d BOX z OR Framing lumber shall be DOUG-Fir Larch#2 or better, E = 1 600,000 ,_I Typical each side and ALL ' z Yp Min. Ft for dimensional lumber=850 psi. 26 BAND OR RIM JOIST TO JOIST 4-10d BOX PER JOIST COMPLY WITH ALL CODES OF SIMPSON DTT2Z W/(8)1/4"x 1-1/2"SDS SCREWS windows and doors. Wood exposed to the weather shall be Pressure Treated Yellow Southern Pine#2 or better. 3-16d COMMON . . W T� ALLOWABLE LOAD PER TIE: 1,825 LBS Including but no limited to: Deck Framing, Posts, Headers, Girders&Ledgers. Z NEW YORK STATE & TOWN CODE MIN THREAD NOT LESS THAN 2 LOCATIONS WITHIN 24" 27 BUILT-UP GIRDERS AND BEAMS 10d BOX 24' O.C.FACE NAIL TO TOP&BOTTOM AS REQUIRED AND COPvDITiONS OF PENTRATION OF EACH END OF DECK: RAFTER-TO-STUD CONNECTOR & g STAGGERED ON OPPOSITE SIDES 7. ALL EXTERIOR LUMBER Shall be ACQ requiring the following: U z 3/8"DIA.LAG SCREW PREDRILLED JACK STUDS TO HEADER TIE a.) All Fasteners shall be Hot Dipped Galvanized-ASTM A 153 class D 4-16d BOX 28 LEDGER STRIP SUPPORTING JOISTS OR RAFTERS EACH JOIST OR RAFTER,FACE NAIL W J 0 Q ' f,r,J�'BA TO CENTER OF TOP PLATE,STUD o stainless steel. 3-16d COMMON R507 EXTERIOR DECKS OR HEADER NTS b.) Use Copper flashing Only against ACQ Lumber Sill Plates NTNG BOARD LEDGER BOARD ATTACHMENT TO BAND JOIST c.) Al Structural connectors i.e.simpson strong-Tie or USP,etc 29 BRIDGING OR BLOCKING TO JOIST 2-10d BOX 2-8d COMMONN (( OR EACH END, TOENAIL 0 NOTE; 8d COMMON NAILS ARE spall be Hot-Dipped Galvanized or Stainless Steel. 2-1/2P') -d- .,., 10 N USTEES WERE FLOOR JOISTS ARE PARALLEL TO DECK JOISTS7 2-1/2" LONG 8. All Engineered Wood Products such as"Trus Joists, Micro-Lam, etc"shall be 0 N. c installed in accordance with the manufacturers latest installation details, 0 \ Framing connectors,Allowable Hole diagrams, specifications, etc. "Micro-Lam"Design Stress: E = 1.9, Fb= 2,600 psi, Fv= 285 psi Where the ultimate design wind speed is 130 mph or less,nails for attaching wood structural panel roof sheathing to gable end wall framing shall be spaced 6 inches o.c. O "Parallam PSL" Design Stress: E=2.0, Fb=2,900 psi, Fv= 290 psi Where the ultimate design wind speed is greater than 130 mph,nails for attaching panel roof sheathing to intermediate supports shall be spaced 6 finches o.c.for S 7L 0 00 "Anthony Power Beams Design Stress; E=2.1, Fb=3000 psi, Fv= 300 psi minimum 48-inch distance from ridges,eaves and gable end walls;and 4 inches on center to gable end wall framing. Q Z �J OCCUPANCY OR00 cry w � USEIS UNLAWFUL 9. continuous run of treads or flight with FOUR OR MORE RISERS. r) LL �7 Handrail Height measured above stair tread nosing, shall not be less than W 0 o NITI-IOUT CERTIFICA , ° , (LING POST, SIMPSON BSC 34 inches and not more than 38inches. All Handrails shall be continuous TABLE 507.9.1.3(1) MIN. UNIFORMLY DISTRIBUTED LOADS 0 (� U CD 5/4 MAHOGANY TOP RAIL the full length of the stair from a point directly above the top riser of a flight DECK LEDGER TO BAND JOIST CONNECTION �- W z TIMBER TECH- I o I STAINLESS STEEL to a point directly above the lowest riser of the flight. Handrails adjacent to USE LIVE DEAD 0 )F OCCUPANCY "WEATHERTEAK" CABLE RAILING SYSTEM a wall shall have a space of not be less than 1-1/2 inches between the wall LOAD LOAD 0 2 COMPOSITE DECKING ' o ' 4"ON CENTER MAX. POST TO HEADER CONNECTOR and the handrail. see code for exceptions. Refer to Code for grip size specifications. JOIST SPAN 10 LO O U LO ATTACHED PER CONNECTION Uninhabitable attis withut st coorage MANUR SPECIFICATION o SIMPSON ABU POSTDETAIL <6' 6'1"TO 8' 8'1"TO 10' 10'1"TO 12' n 4"TREATED POST TO CONCRETE BRACKET r I I 10, GUARDS: 8312 Porches, balconies or raised floor surfaces located more than 30 Uninhabitable attics with limited storage 20 10 r above the floor or grade below shall have a railing not less than 36 inches 1/2" DIA. LAG SCREW Habitable attics&attics served with fixed stair 30 10 ° X 4 TREATED POSTS SIDE COVER 2' MINIMUM 30" 23" 18" 15" LAG BOLTED TO JOIST ��°� in height. Railings shall have Top rails and Balusters and Bottom rails that are & 1/2" MAX. SHEATHING RETAIN STORM WATER.RUNOFF 2-1/2"GALVINIZED CARRIAGE BOLTS NO MORE THAN 4 INCHES APART. EXCEPT:the triangular openings formed Balconies(exterior)and decks 40 10 c N AS PER MANUFACTURES y PURSUANT TO CHAPTER 236 SPECIFICATIONS. OR SIMPSON 5D STRUCTURAL by the reser,tread and bottom rale of the guard rale at the open side of a stairway 1/2 DIA.THRU BOLT o ° 36" 36" 34" 29" m °i E y 2 x JOISTS I O 1/2"DIA.GALV BOLTS W/ CONNECTOR SCREW are permitted to be of such a size that a 6 inch sphere cannot pass through, & 1/2" MAX. SHEATHING Fire escapes � 2) '_ o OF THE TOWN CODE. LOCK WASHERS. GRADE Oen sides of stairs with a total rise of more than 30 inches above the floor or 40 20 rn o o ADHESIVE ANCHORS:HIGH-STRENGTH p Guards and Handrails 200 w rn a r ° ° O EPDXY ANCHORING ADHESIVE FOR grade below shall have guards not less than 34 inches in height measured 12'1"TO 14' 14'1"TO 16' 16'1"TO 18' `o .c_ o o a 2x RIM JOIST ATTACHED WITH USE WITH THREADED ROD vertically from the nosing of the treads. a O= z a ° 0 c fD m 3 1OD THREADED NAILS OR Z MECHANICAL ANCHORS;SIMPSON Guard in fill components 50 �, _ S a� 2- 5-p s 0 ( ) 1/2"DIA. LAG SCREW c _ � � W'5 (3)#10 X 3"WOOD SCREWS WEDGE ALL WEDGE ANCHOR 11. Metal flashing shall be installed were concrete abuts wood, & 1/2" MAX. SHEATHING 13" 11" 10" passenger vehicle garages 50 .o,c°-, o o o B w 2 Y 8507.6.2 SIMPSON H2.5AT ch and were decks abut house framing. c n.° Y a)a 5 aY�° `o 14"DIA.CAST-IN-PLACE Rooms other than sleeping in rooms 40 10 0`� 2 c ° •�ff o c 3 BLOCKING EACH JOIST 1/2"DIA.THRU BOLT p g a'L N a 3 L c c 3 ° CONCRETE FOOTING,DOWN 12. Install joist hangers at all flush structural load bearing conditions. 24" 21" 19" '6 0 o o o o 2 �, t FOOTINGS MUST J 9 9 & 1/2" MAX. SHEATHING o o ° to c -� OVER BEAM TO VIRGIN SOIL Sleeping rooms 30 10 c a, Q N Q, o SIMPSON BC BEAR ON (MIN 36"BELOW GRADE) provided to transmit the applicable uplift forces in section 880211.1 from the � � m�•_ � �N 0 w _•c BETWEEN EACH POST GIRDER UNDISTURBED roof assembly to the foundation. Stairs 40 20 L M = `° N ) ° 3 0 PER R507.3 FOR DECK FOOTINGS a E IS ° o o JOIST CONNECTOR SOIL LEDGERS SHALL BE FLASHED c v off �a 2 a m 13. EXTERIOR DECKS: Exterior wood decks Shall conform to Section R507 LAG SCREWS SHALL BE STAGGERED PER 8507.2.1(1) Roof 20 20 �' ,� c L E 2 t °7a mt� Z._c ' co m C aE a alp ca cU U- MAXIMUM OVERHANG 24" _ •�'y to � m o ° N P.T. POST TO CONC. PIER & FOOTING TABLE R401.4.1 PRESUMPTIVE LOAD-BEARING VALUES TYPICAL DECKJOIST SPANS FL- y m a H m E cL c o CONNECTION 0) PORCHES & DECKS OF FOUNDATION MATERIALS TABLE R507.6 ALLOWABLE DEFELECTION OF ALLOWABLE DECK / GIRDER & RAILING DETAIL NTS STRUCTURAL MEMBERS DEFLECTION CLASS OF MATERIAL _ LOAD-BEARING PRESSURE NTS SIMPSON ABU INSTALLED IN ACCORDANCECrystalline bedrock 12,000 psf DECK JOIST SPANS FOR COMMON LUMBER SPECIES(ft.-In.) Rafters having slopes greater than 3/12 with z WITH SIMPSON SPECIFICATIONS AND DRAWINGS. finished ceiling attached to rafters L/180 0 Sedirtentary and foliated rock 4,000 psf ALLOWABLE JOIST SPANb MAXIMUM CANTILEVER",f no sece � FOOTING SIZE PER TABLE R507.3.1 FOR DECKS Sandy gravel and/or gravel (GW and GP) 3,000 psf Interior walls and partitions H/180 LLI Sand silty sand, clayey sand,silty gravel and clayey gravel SPACING V �_ (SW,SP, SM, SC, GM and GC) 2,000 psf SIZE L/360 W 0 LLI (n Clay,sandy clay,silty clay,clayey silt, silt and sandy silt SPECIESa SPACING OF DECK JOISTS OF DECK JOISTS WITH CANTILEVERSc All other structural memebers z z � O (CL, ML, MH and CH) 1,500 psf (inches) L/240 0 .__I z Q (inches) +- Exterior walls with stucco finish a.When soil tests are required by Section R401.4, H/360 W 0 W STAGGERED the allowable bearing capacities of the soil shall be part of the recommendations. 12 16 24 12 16 24 Exterior walls-wind loads/brittle finishes L/240 = V E z FASTENERS L/140 U UJ UJ F_ i0 SEE TABLE 507.2 Exterior walls-wind loads/flexible finishes N IN 2 ROWS b.Where in-place soils with an allowable bearing capacity of less than 1,500 psf 2 x 6 9-11 9-0 7-7 1-3 1-4 1-6 U) LL ❑. DECK STAIR are likely to be present at the site, the allowable bearing capacity shall be W determined by a soils investigation. 2 x 8 13-1 11-10 9-8 2-1 2-3 2-5 L=span length,H=span height 0 © QO OO d;",-- 5.5"MIN FOR 2X8° Southern pine 5"MAX 6.5"MIN FOR 2X10 TABLE R507.5 2 x 10 16-2 14-0 11-5 3-4 3-6 2-10 7.5"MIN FOR 2X12 QO @ O © DECK BEAM SPAN LENGTHSa•b,S(feet-inches) 2 x 12 18-0 16-6 13-6 4-6 4-2 3-4 GRADE 2'MINso! ids n v DECKJOIST SPAN LESS THAN OR EQUAL TO: 2 x 6 9-6 8-8 7-2 1-2 1-3 1-5 LEDGER BOARD LAG SCREW OR THRU-BOLT 3/4"MIN P v .' _ SPECIESc SIZEd (feet) d Z Douglas fir larch , x 2 8 12-6 11-1 9-1 1-11 2-1 2-3 Q a 4 6 8 10 12 14 16 18 hem-fird 0 1 -2x6 4-11 4-0 3-7 3-3 3-0 2-10 2-8 spruce-pine-fird, 2 x 10 15-8 13-7 11-1 3-1 3-5 2-9 LLI N F- PLACEMENT OF LAG SCREWS AND BOLTS IN LEDGERS 1 -2 x 8 5-11 5-1 4-7 4-2 2-10 3-7 3-5 2 x 12 18-0 15-9 12-10 4-6 3-11 3-3 N Z 10"x LENGTH OF STEP 2 x 6 8-10 8-0 7-0 1-0 1-1 1-2 N U) PER FIGURE R507.9.1.3 (1) 1 -2 x 10 7-0 6-0 5-5 4-11 4-7 4.3 4-0 Q CAST-IN-PLACE FOOTING Redwood, F- UNDER BOTTOM RISER 2 x 8 11-8 10-7 8-8 1-8 1-10 2-0 LLJ `DISTANCE CAN BE REDUCED TO 4.5" 1 -2 x 12 8-3 7-1 6-4 5-10 5-5 5-0 4-9 western cedars, _ (� J IF LAG SCREWS ARE USED OR BOLT ponderosa pinee, SPACING IS REDUCED TO THAT OF TYPICAL STAIR FOOTING DETAIL 2-2 x 6 6-11 5-11 5-4 4-10 4-6 4.3 4-0 e 2 x 10 14-11 13-0 10-7 2-8 2-10 2-8 Q W 0 LAG SCREWS TO ATTACH 2X8 LEDGERS red pine TO 2X8 BAND JOISTS(1/2"STACKED NTS 2-2 x 8 8-9 7-7 6-9 6-2 5-9 5.4 ;60 2 x 12 17-5 15-1 12-4 3-10 3-9 3-1 WASHERS NOT PERMITTED) Southern pine 2-2 x 10 10 4 9-0 8-0 7.4 6 9 6 4 a.No.2 with wet service factor. a.Ground snow load,live load=40 psf,dead load=10 psf,L/A=360 at span,L/r1=180 at cantilever with a 220-pound point load applied at the end. b.Ground snow load,live load=40 psf,dead load= 10 psf,L/A=360. I� b.Beams supporting deck Joists from one side only. c.GrOUnd snow load,live load=40 psf,dead load= 10 psf, L/A=360 at�,, span,L/A= 180 at c.No.2 ,wet service factor. cantilever with a 220-pound point load applied to end. M"I d.Beam depth shall be greater than or equal to depth of joists with a flush beam condition. d.Includes incising factor. e.Includes incising factor. e.Northern species with no Incising factor. f.Northern species.Incising factor not included. g.Beam cantilevers are limited to the adjacent beam's span divided by 4. f.Cantilevered spans not exceeding the nominal depth of the joist are permitted. CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA TABLE R301.2(1) E""+ a, WIND DESIGN SUBJECT TO DAMAGE FROM FOR TOWN APPROVALS w o o WIND WINTER ICE SHIELD AIR MEAN V ,� GROUND SPECIAL SEISMIC FROST SPEED TOPOGRAPHIC BORNE DESIGN UNDERLAYMENT FLOOD FREEZING ANNUAL SNOW WIND DESIGN WEATHERING LINE TERMITE (MPH) EFFECTS DEBRIS TEMP REQUIRED HAZARD INDEX TEMP LOAD REGION ZONE CATAGORY DEPTH 20 LBS 1140 NO NO NOM B SEVERE 3r_0rr MODERATE 11 YES NO 1500 or less 52.1 M ' TO HEAVY w O M. In accordance with Section R301.2.1.2 the jurisdiction shall indicate the wind-borne debris wind zone(s).Otherwise,the jurisdiction shall indicate"NO"in this part of the table. Ox N U 0.[NY]The ground snow loads to be used in determining the design snow loads for roofs are given in Figure R301.2(6)for sites at elevations up to 1,000 feet. O M Sites at elevations above 1,000 feet shall have their ground snow load increased from the mapped value by 2 psf for every 100 feet above 1,000 feet. �p le A C `5� 't HSC yol� gp +L- 1 TF OF NEIN 36"HIGH CABLE RAILING SYSTEM z Q 0 1 I I I I I I 1 1 1 I 1 1 Z O I I I I I I I I I I I I I W I I I I I I I I i I I I i L T L _ J L _ 1 _ J L _ J L _ J L _ J L _ J �I _ Z f J � In TYP ELEVATION ____________ O — �� ------------------------------------ ~ U) J SCALE: 1 /4" - 1 -0 ; o �C O 1 •---------------------------------------+ , O U -' _ I I , W '--_ I 1 1 1 06 > 1 1 , \ / 1 1 , , Vi 1 1 1 Li V/ 1 ' 1 1 I 1 1 , , I IoLi I 1 I 1 1 1 //) co C) W 1 1 I 1 V/1 W I I , W 1 1 I I O U) a 1 I I I Z I i W 02 � : I I II 1 1 1 1111 , C- 1 t I ` 1 1 I ----------I"1--------------------------------' 1 I 1 1 I Itlt I I I 1 1111 1 I 1 I 1111 I 1 1 I 1111 I 1 N II11 1 I y C 1 1 1111 1 i O E I I 1111 1 I w-. C 2 y I I 1111 1 I O I I 1111 I I ! N E ` 1 I nn 1 I =� rn`p c'cicoc ,� o 1 I 1111 1 I �O U O tOJ C y U C 1111 I 1 C G ` U 0 0 Cl C 1 0 I 1 1111 1 1 U -O _ C O O I 1 IIII 1 I �•�Q O O N 1 1 1111 I I O y U2 2 nn i o o o o n.� maw o o mL I ------------------------------C--R+Y"--7---------------C-- 11' 1 I 1 O.� C � to O O OU O ------------------------- -- 1 I---- I 1111 1 1 II11 I 1 I U C 0 1T U�+�"' I 1 I 1111 1 I 1111 i I 1 2l O Q 2 2_ G O '� �--'1111---' 1 I L U �� Lto L N17 C O C _ N C _ `U C 11 1 I Iill 1111 i ° 1 _� - fU c G7 0 nn nn t o =a = L�c � 2 N U O- ` U to N O' H co E d.0 O d I 1 1111 II11 I I I 1 1111 I11t 1 1 I I 1111 111 111-011 8'-0" 1 I 1111 11 1 1 I Iln 1 1 1 EXISTING ,,,, 11,,,, , I 1 1111 1111 1 I l 1 1111 Illt I I EXISTING RESIDENCE 8'-1'/2" i 1 1111 1111 1 I BASEMENTnr 1111 1111 t 61-11/211 1111 1111 1 1 1 I 1111 till I I 1 1-011 q" IHI 1YJ1 1 I ; fill 1 1 1111 Ilii I I t 1111 1111 1 I I 1 1111 II11 I 1 I I 1111 1111 1 I 31'-511 I 1 lift 1111 1 I y- =t =_ __ __ =1= 71 1 nu nn 1 1 ' - 2X'O P F.G DER '- " ' lilt Illl ' 1 � 1 1111 30'-8" 1111I I 1 lilt 1 I 1 I 1111 1111 1 1 U) LLR I Iltl Itll I 1 1{ 1111 1111 1 I Lj 1 7n1-- Inl---, 1 1 Illt 1111 1 1 N REMOVE EXISTING 32"SWING DOOR AND REPLACE V 1I 1111 I I 1111 I I I N - ° 4 , z WITH 6 FOOT SLIDING DOOR ' 1 0 PROVIDE NEW HEADER CV ' nu un t •_J \ "" EXISTING EXISTING - ""--- EXISTING - "" ' ' �l --nu -'uli- 2x10 FLOOR JOIST 1 1 00 o V F T ' 2x10 FLOOR JOIST '"' 2x10 FLOOR JOIST 1 I , nil -�' 1111 @ 16"oC CV U) [�LL� ' @ 16"oc nu @ 16"OC un 1 1 F_ nu un I 1 ' z X nu un 1 1 v_, '1'1 ' nn nn 1 l ~ w TS I.+i 1 1111 1111 I 1 C/)O [_ O >< UJ ' 1111 1111 I I x ON (J1 ' 1111 1111 1 I w 0 Q O TT 1111 1111 1 1 I 1 n" -- - 1 1 nu nn 1 1 N . N REMOVE EXISTING CONCRETE 0 2 2x1 R GIF E -- -- - - -------------------------1 I W 'f0 O Z -- -- -- -- -- -- -- -- -- - ------- -- TOOP AND STEPS U) N D == == == == =1 3 SEE E N G 'l > DECK LATERAL HOLDOWNSQ w SIMPSON DTT1Z w/ (6)SD #9 X 1-1/2" ONE WITHIN cl `- — " ° 24" OF EACH END AND TWO ° SPACED EQUALLY ALONG DECK __H COMPOSITE DECKINICZ o REFER TO DETAILS ON DWG-1 VVEAI HERED I EAKrH� o 0 o 1 1 co 1 - u N I I I 1 Oj I I I I I I I I 'may -2 0 T. RDER .' . �_ _� __ =E __ __ __ = o= `` rTU1 1� o COO t0 \ , -- -- -- --� , - -- - -- -- -- -- -�- _ --------------- r� ^ iia 1," t� 36" HIGH � z ____ --- CABLE RAILING SYSTEMkn ---------- 14" DECK FOOTING rn Mc SEE DETAIL ON DWG-1 ______ _____ O FOOTING SIZE PER TABLE R507.3.1 FOR DECKS ® ct� (V=) To FOUNDATION WALL KEY 5'-10" 61-011 /f��s .'D .iCL F 5'-2 13/32" 5'-2 13/32" 5'-2 13/32" 5'-2 13/32" 5'-2 13/32" • J J ' 11 1-0 11 281-011 .. 1 -0 1 .�. .. 281-011EXISTING FDN WALLS 1 DECK FRAMING PLAN DECK PLAN s� o�sotio O� F SCALE: 1/4" = 1'-0" SCALE: 1/4" = V-0" 41TF OF N - GENERAL CONSTRUCTION NOTES 1. All construction shall conform to the 2020 Residential Code NEW YORK STATE. FASTENING SCHEDULE as adopted by New York State May 12, 2020, BASED ON TABLE R602.3 (1) NAILING SCHEDULE Ir Additions,Alterations& Renovations: shall conform with Appendix J 0 D TYSPACING AND DESCRIPTION 2X P.T.LEDGER; MUST BE ONE SIZE 2. Written Dimensions take precedence over scaled dimensions OF FASTENER GREATER THAN DECK JOIST AND LOCATION NUMBER ANP cts E CONTINUOUS FLASHING NO GREATERTHAN THE DEPTH OF THE RIM JOIST EXTENDED ATTACH TO BAND JOIST WITH 1/2"DIA.HOT-DIPPED 3. The contractor prior to the start of construction shall verify all PAST JOIST HANGERGALV LAG SCREWS PER TABLE R507.2 AND dimensions,existing or new and be responsible for field fit. PLACEMENT OF LAG SCREWS PER FIGURE R507.1(1) SIMPSON H2A ALL THRESHOLD CAREFUL see Schedule on DWG 1 4. All New Footings shall bear on Virgin, undisturbed soil with an assumed bearing capacity FLASHED&CAULKED TO tip of lag screw shall fully extend beyond at each Rafter. With of 2000 pounds per square Foot. All Footings shall be 36"below grade Minimum. It shall FLOOR FRAMING c PREVENT WATER INTRUSION the inside face of the band joist. (5) 8d X 1-1/2�� nails in Rafter be the responsibility of the general contractor to verify the depth of all existing footings disturbed by construction. 4-8d BOX e GALV,DECK HANGER (2) Sd X 1-1/2" nails in plate 21 JOIST TO SILL, TOP PLATE OR GIRDER PER JOIST 3-8d COMMON PER JOIST TOE NAIL SIMPSON LUS26 @ 2X6 5 8d x 1-1/2" nails in Stud TABLE R401.4.1 subscript b: Where the building official determines that in-place soils SIMPSON LUS28 @ 2X8 ( ) RIM JOIST,BAND JOIST OR BLOCKING TO SILL OR TOP 8d COMMON SIMPSON LUS28 @ 2X10 •� with an allowable bearing capacity of less than 1,500 psf are likely to be present at the site, 22 PLATE(ROOF APPLICATIONS ALSO) 10d BOX 6"O.C.TOE NAIL the allowable bearing capacity shall be determined by a soils investigation. 2X LEDGER WITH FASTENERS IN ACCORDANCE 23 BLOCKING TO JOIST 2-1 0d BOX EACH END N= I WITH TABLE R507.2 5. Cast-in-place concrete shall be air entrained; 5%<7%total air content by volume and have 2-8d COMMON 1-1/4" x 20 Gage Metal Coil an ultimate compressive strength at 28 days of 3000 psi. Except exposed slabs, 4-16d BOX SIMPSON DTTiZ W/(6)SD#9 x 1-1/2"SCREWS garage slabs and steps shall be 3500 psi. All work shall be in accordance with chapter 4. 24 BLOCKING TO SILL OR TOP PLATE TOE NAIL ALLOWABLE LOAD PER TIE:840 LBS Strap with (5)-8d common nails All Concrete shall conform to the latest ACI standards. 3-16d COMMON NOT LESS THAN 4 LOCATIONS SPACED EQUALLY in each end. catch jack studs 3-16d COMMON Q �r AND TWO WITHIN 24"OF EACH END OF DECK 25 2" PLANKS(PLANK&BEAM FLOOR&ROOF) AT EACH BEARING,FACE NAIL Q 3. and window or door Header. 6. Base design value for visually graded dimensional lumber: Joists, studs Rafters and All 4-10d BOX Z Framing lumber shall be DOUG-Fir Larch#2 or better, E = 1,600,000 .I OR Typical each side and ALL g ,,: ;�. Min. Fb for dimensional lumber=850 psi. 26 BAND OR RIM JOIST TO JOIST 4-10d BOX PER JOIST SIMPSON DTT2Z W/(8)1/4"x 1-1/2"SDS SCREWS Windows and doors. Wood exposed to the weather shall be Pressure Treated Yellow Southern Pine#2 or better. 3-16d COMMON W 7- ALLOWABLE LOAD PER TIE: 1,825 LBS Including but no limited to: Deck Framing, Posts, Headers, Girders&Ledgers. �--� MIN THREAD NOT LESS THAN 2 LOCATIONS WITHIN 24" 27 BUILT-UP GIRDERS AND BEAMS 10d BOX 24"O.C.FACE NAILTO TOP&BOTTOM 7 PENTRATION OF EACH END OF DECK: RAFTER-TO-STUD CONNECTOR & STAGGERED ON OPPOSITE SIDES L 7. ALL EXTERIOR LUMBER Shall be ACQ requiring the following: IjJ _ JACK STUDS TO HEADER TIE a.) All Fasteners shall be Hot Dipped Galvanized-ASTM A 153 class D 4-16d BOX 3/8"DIA. LAG SCREW PREDRILLED 28 LEDGER STRIP SUPPORTING JOISTS OR RAFTERS EACH JOIST OR RAFTER,FACE NAIL W ,J O TO CENTER OF TOP PLATE,STUD NTS or stainless steel. 3-16d COMMON �/1 R507 EXTERIOR DECKS OR HEADER b.) Use Copper flashing Only against ACQ Lumber Sill Plates 2 1 Od BOX(3") OR y) O c.) All Structural connectors 1,e.simpson strong-Tie or USP, etc 29 BRIDGING OR BLOCKING TO JOIST EACH END, TOENAIL LEDGER BOARD ATTACHMENT TO BAND JOIST NOTE; 8d COMMON NAILS ARE shall be Hot-Dipped Galvanized or Stainless Steel. 2-8d COMMON (2-1121") Q Q WERE FLOOR JOISTS ARE PARALLEL TO DECK JOISTS2-1/2" LONG 8. All ll Engineered Wood Products such as"Trus Joists, Micro-Lam, etc"shall be O v installed in accordance with the manufacturers latest installation details, Framing connectors,Allowable Hole diagrams, specifications, etc. O 06 > Q "Micro-Lam"Design Stress: E = 1.9, Fb=2,600 psi, Fv= 285 psi Where the ultimate design wind speed is 130 mph or less, nails for attaching wood structural panel roof sheathing to gable end wall framing shall be spaced 6 inches o.c• `/ O "Parallam PSL" Design Stress: E=2.0, Fb=2,900 psi, Fv= 290 psi Where the ultimate design wind speed is greater than 130 mph, nails for attaching panel roof sheathing to intermediate supports shall be spaced 6 inches o.c.for V 1 00 0/� 0 "Anthony Power Beams Design Stress; E=2.1, Fb=3000 psi, Fv=300 psi minimum 48-inch distance from ridges,eaves and gable end walls;and 4 inches on center to gable end wall framing. Q Z ` co 00 Wo0 9. continuous run of treads or flight with FOUR OR MORE RISERS. Q �'L` Handrail Height measured above stair tread nosing, shall not be less than W O o 34 inches and not more than 38inches. All Handrails shall be continuous TABLE 507.9.1.3(1) MIN. UNIFORMLY DISTRIBUTED LOADS 0 (n o ' RAILING POST, SIMPSON BSC the full length of the stair from a point directly above the top riser of a flight W Z 0 5/4 MAHOGANY TOP RAIL DECK LEDGER TO BAND JOIST CONNECTION TIMBER TECH- STAINLESS STEEL to a point directly above the lowest riser of the flight. Handrails adjacent to USE LIVE DEAD O O "WEATHER TEAK" CABLE RAILING SYSTEM a wall shall have a space of not be less than 1-1/2 inches between the wall JOIST SPAN LOAD LOAD 0 � L � COMPOSITE DECKING 4"ON CENTER MAX. POST TO HEADER CONNECTOR and the handrail. see code for exceptions. Refer to Code for grip size specifications. CONNECTION Uninhabitable attics without storage 10 cations. U ATTACHED PER MANUR SPECIFICATION SIMPSON ABU POST 10. GUARDS: R312 Porches, balconies or raised floor surfaces located more than 30" DETAIL <6' 6'1"TO 8' 8'1"TO 10' 10'1"TO 12' Uninhabitable attics with limited storage 20 10 4"TREATED POST TO CONCRETE BRACKET above the floor or grade below shall have a railing not less than 36 inches 1/2"DIA. LAG SCREW X 4 MAHOGANY POSTS o SIDE COVER 2"MINIMUM in height. Railings shall have Top rails and Balusters and Bottom rails that are & 1/2"MAX. SHEATHING 30" 23" 18" 15" Habitable attics&attics served with fixed stair 30 10 y LAG BOLTED TO JOIST NO MORE THAN 4 INCHES APART. EXCEPT:the triangular openings formed AS PER MANUFACTURES 2-1/2"GALVINIZED CARRIAGE BOLTS gBalconies(exterior)and decks 40 10 E'� SPECIFICATIONS. OR SIMPSON SD STRUCTURAL by the riser,tread and bottom rail of the guard rail at the open side of a stairway 1/2"DIA.THRU BOLT o 0 E N 36" 36" 34" 29" ar:= rn E o O 1/2"DIA.GALV BOLTS W/ CONNECTOR SCREW are permitted to be of such a size that a 6 inch sphere cannot pass through. &1/2"MAX. SHEATHING Fire escapes 40 20 rn ar 0) E'Mu - o oar 2 x JOISTS LOCK WASHERS. GRADE ADHESIVE ANCHORS:HIGH-STRENGTH Open sides of stairs with a total rise of more than 30 inches above the floor or -_.s � E L�, y o 0 EPDXY ANCHORING ADHESIVE FOR g g g Guards and Handrails 200 0 rn o v c ar c °r . . O rade below shall have wards not less than 34 inches in height measured 12'1'TO 14' 14'1'To 16' 16'1 TO 18 0��.s� o � � N� C 2x RIM JOIST ATTACHED WITH USE WITH THREADED ROD vertically from the nosing of the treads. Guard in-fill components 50 - o a oar o ar - (3)10D THREADED NAILS OR Z MECHANICAL ANCHORS;SIMPSON 1/2"DIA. LAG SCREW p " N rn :s _C ° 3 #10 X 3"WOOD SCREWS - WEDGE-ALL WEDGE ANCHOR 13" 11" 10" Z.Q)c o m 0 a N 2 a ( ) 11. Metal flashing shall be installed were concrete abuts wood, & 1/2' MAX. SHEATHING passenger vehicle garages 50 S 3.2 .n U- y o R507.6.2 SIMPSON H2.5AT M and were decks abut house framing. c 8.t O.:,e a)a o o BLOCKING EACH JOIST 14"DIA.CAST-IN-PLACE 1/2" DIA.THRU BOLT Rooms other than sleeping rooms 40 10 2 s t6 0 3° r �,ff 24" 21" 19" c c 3 ° CONCRETE FOOTING,DOWN 12 Install joist han ers at all flush structural load bearin conditions. " 0 -o n m FOOTINGS MUST TO VIRGIN SOIL j g 9 & 1/2 MAX. SHEATHING Sleeping rooms 30 10 0 ° ° a c �, ar y- _ OVER BEAM provided to transmit thea applicable uplift forces in section R80211.1 from the p g c N CD(n r SIMPSON BC BEAR ON p pp p o c c vi o w •E BETWEEN EACH ° (MIN 36"BELOW GRADE) roof assembly to the foundation. .21-'c"- ca ar-°- 3° E POST GIRDER UNDISTURBED PER R507.3 FOR DECK FOOTINGS y Stairs 40 20 Q 0 c = n o JOIST CONNECTOR SOIL LEDGERS SHALL BE FLASHED c v o 0 U o ° o -,r- 13. 't 13. EXTERIOR DECKS: Exterior wood decks Shall conform to Section R507 LAG SCREWS SHALL BE STAGGERED PER R507.2.1(1) Roof 20 20 ° 0.�- L E m.0 c a 0 arcnEE araaTio °w MAXIMUM OVERHANG 24" o _ = s N 0 0 m o P.T. POST TO CONC. PIER & FOOTING TABLE R401.4.1 PRESUMPTIVE LOAD-BEARING VALUES TYPICAL DECKJOIST SPANS � o to to :S o E a.s ° OF FOUNDATION MATERIALS TABLE R507,6 ALLOWABLE DEFELECTION OF ALLOWABLE DECK / GIRDER & RAILING DETAIL CONNECTION 6d� PORCHES & DECKS NTSSTRUCTURAL MEMBERS DEFLECTION CLASS MATERIAL LOAD-BEARING PRESSURE DECK JOIST SPANS FOR COMMON LUMBER SPECIES(ft.-in.) Rafters having greater than 3112 with z NTS SIMPSON ABU INSTALLED IN ACCORDANCE Crystallinene bedrock 12,000 psf g slo es p g WITH SIMPSON SPECIFICATIONS AND DRAWINGS. b f no finished ceiling attached to rafters L/180 (n O Sedimentary and foliated rock 4,000 psf ALLOWABLE JOIST SPAN MAXIMUM CANTILEVERc FOOTING SIZE PER TABLE R507.3.1 FOR DECKS Sandy gravel and/or gravel (GW and GP) 3,000 psf Interior walls and partitions H/180 (n � W Sand, silty sand, clayey sand,silty gravel and clayey gravel SPACING (.) (SW, SP, SM, SC, GM and GC) 2,000 psf SIZE SPACING OF DECKJOISTS OF DECKJOISTS WITH CANTILEVERSc L/360 W O W CO Clay,sandy clay, silty clay,clayey silt, silt and sandy silt SPECIESa Z z _J ,�� O (CL, ML, MH and CH) 1,500 psf (inches) All other structural memebers L/240 J z (inches) Exterior walls with stucco finish 0 Q a.When soil tests are required by Section R401 A, H/360 W Q Q I- to STAGGERED the allowable bearing capacities of the soil shall be part of the recommendations. 12 16 24 12 16 24 Exterior walls-wind loads/brittle finishes 1_/240 = 0� U W E z FASTENERS U W1-- SEE 1--SEE TABLE 507.2 N IN 2 ROWS b.Where in-place soils with an allowable bearing capacity of less than 1,500 psf 2 x 6 9-11 9-0 7-7 1-3 1-4 1-6 Exterior walls-wind loads/flexible finishes L/140 U) ZILL = N DECK STAIR are likely to be present at the site, the allowable bearing capacity shall be L 1-I C:- determined by a soils investigation. 2 x 8 13-1 11-10 9-8 2-1 2-3 2-5 L=span length,H=span height Ur t f) O @ O 5.5"MIN FOR 2X8 Southern pine 5"MAX O • O O 6.5"MIN FOR 2X10 7.5"MIN FOR 2X12 TABLE R507.5 2 x 10 16-2 14-0 11-5 3-4 3-6 2-10 Q © O © GRADE DECK BEAM SPAN LENGTHSa,b,g(feet-inches) 2 x 12 18-0 16-6 13-6 4-6 4-2 3-4 .�_ DECK JOIST SPAN LESS THAN OR EQUAL TO: 2"MIN 2 x 6 9-6 8-8 7-2 1-2 1-3 1-5 LAG SCREW OR THRU-BOLT 3/4"MIN o .r SPECIESc SIZEd (feet) d LEDGER BOARD o o Z 8 2 x 8 12-6 11-1 9-1 1-11 2-1 2-3 a 2 6 8 10 12 14 16 18 he ird larch , hem fir p Q 1 -2 x 6 4-11 4-0 3-7 3-3 3-0 2-10 2.8 spruce-pine-firs, 2 x 10 15-8 13-7 11-1 3-1 3-5 2-9 N W 2 x 12 18-0 15-9 12-10 4-6 3-11 3-3 PLACEMENT OF LAG SCREWS AND BOLTS IN LEDGERS 1 -2 x 8 5-11 5-1 4-7 4-2 2-10 3-7 3-5 N Z 10"x LENGTH OF STEP2 x 6 8-10 8-0 7-0 1-0 1-1 1-2 r_ PER FIGURE R507.9.1.3 (1) 1 -2 x 10 7-0 6-0 5 4-11 4-7 4.3 4-0 Q CAST-IN-PLACE FOOTING Redwood, F- UNDER BOTTOM RISER 2 x 8 11-8 10-7 8-8 1-8 1-10 2-0 (1) LLI 'DISTANCE CAN BE REDUCED TO 4.5" 1 -2 x 12 8 3 7 1 6 4 5 10 S 5 5 0 4-9 western cedars, ::) (n L11 IF LAG SCREWS ARE USED OR BOLT ponderosa pinee, 2x 10 14-11 13-0 10-7 2-8 2-10 2-8 J SPACING IS REDUCED TO THAT OF TYPICAL STAIR FOOTING DETAIL 2-2 x 6 G 11 5 11 5 4 4 10 4 6 4 3 4 0 red pi re" Q � 0 LAG SCREWS TO ATTACH 2X8 LEDGERS ne TO 2X8 BAND JOISTS(1/2"STACKED NTS 2-2 x 8 8-9 7-7 6-9 6.2 5-9 5-4 5-0 2 x 12 17-5 15-1 124 3-10 3-9 3-1 WASHERS NOT PERMITTED) Southern pine 2-2 x 10 10-4 1 9-0 8-0 7-4 6-9 6-4 6-01 a. No.2 with wet service factor. V1 a.Ground snow load,live load=40 psf,dead load=10 psf,L/A=360 at span,L/A=180 at v-r cantilever with a 220-pound point load applied at the end. b.Ground snow load,live load=40 psf,dead load= 10 psf, L/A=360. II,r b.Beams supporting deck joists from one side only. e.Ground snow load,Ilve Iond=40 psf,dead load= 10 psf,L/A=360 at span,L/A=180 at c.No.2 wet service factor. cantilever with a 220-pound point load applied to end. BV�vNS�MOLn r d.Beam depth shall be greater than or equal to d,pth of joists with a flush beam condition. OF I� d. Includes incising factor. �0 / e.Includes incising factor. e.Northern species with no Incising factor. f.No{lhern species.Incising factor not included. g.Beam cantilevers are tIri to the adjncent beam's span divided by 4. f.Cantilevered spans not exceeding the nominal depth of the joist are permitted. W CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA TABLE R301.2(1) a, U WIND DESIGN SUBJECT TO DAMAGE FROM FOR TOWN APPROVALS � W � O GROUND WIND FROST WINTER ICE SHIELD FLOOD AIR ANNUAL L O SPECIAL SEISMIC SPEED TOPOGRAPHIC BORNE DESIGN UNDERLAYMENT FREEZING SNOW WIND DESIGN WEATHERING LINE TERMITE i•'•' '-"'' r LOAD (MPH) EFFECTS REGION DEBRIS CATAGORY DEPTH TEMP REQUIRED HAZARD INDEX TEMP to ZONE 20 LBS 140 NO NO NOM B SEVERE 3'-0" TO MODERATE 11 YES NO 1500 or less 52.1 M U moo • M, In accordance with Section R301.2,1.2 the jurisdiction shall indicate the wind-borne debris wind zone(s).Otherwise,the jurisdiction shall indicate"NO"in this part of the table. O.[NY]The ground snow loads to be used in determining the design snow loads for roofs are given in Figure R301.2(6)for sites at elevations up to 1,000 feet. Sites at elevations above 1,000 feet shall have their ground snow load increased from the mapped value by 2 psf for every 100 feet above 1,000 feet. M c3 01 O lo ol 32'-4" 32'-4" 2'-0" 5'-8" 5'-811 1 5'-8" 5'-8" 5'-8" 2'-0" lo 7'-0" 4'-3" 14" DECK FOOTING 36" HIGH ------------------- SEE -----------------SEE DETAIL ON DWG-1 CABLE RAILING SYSTEM ------------------ z z FOOTING SIZE PER TABLE R507.3.1 FOR DECKS zo Wo -- E= ='= -t == == == == _ _= == == == ==' ET- == == == == ='= =t == == == == =or= == == == =moo= -- z 10 .T. IR R — ° 2 1 :_D3E R N W J 0 zo DECK LATERAL HOLDOWNS E DET. DWG 1 Q ~ ( ) SIMPSON DTT1Z w/ (6) SD #9 N r3U Q U X 1-1/2" ONE WITHIN °0 .-------------------------------------- O W = 24" OF EACH END AND TWO x c SPACED EQUALLY ALONG DECKO I I O 0S 1 I I I REFER TO DETAILS ON DWG-1 SEE E N Q O co I 1 � -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- - 1 z c � r 1 V I 1 I I I 1 1 I ; ; W {i Q 1 r----------------------------------------------, I I I I 1 1 I I I I I I � W O I I 1 1 1 1 1 1 I I I 1 O o I I l 1 I 1 v/ U z 0 .L 1 I I 1 I W 1 I 1 1 1 1 OG I I I I 1 I Ly, 1 I I1 I I I 1111 I ` U) I I I 1 Ii �----------IHI'------------------------------- , I 1 1111 I 1 1 I Illi I I I I 1111 1 I I I 1111 I 1 y I I 1111 I 1 N O I 1 1111 1 1 E.y I I 1111 1 1 C � to 1 I 1111 1 I I 1 1111 1 1 N L O .9 O d`O L O O- c - L N O O 1 I 1111 I 1 O 7 2 =p U N LI T I I 1111 1 I 'p C C O O U lYl Cl7 t6 I 1 1111 I I N OU N ?T O`� SOLO, O 1 I II11 I I I I IIII I I •� N O O In lD Q O w- U I 1 IIII 1 1 O N C O N'� p'a 1 1 un 1 I L�•° 3 L c c'�'3 O u ° °c o mL�A � N.�aG' O � IJ1owNC� I I I I I 1111 1 I 1 LL Cd N O-O�-•.; ` c-° o Q o� o o ca I I I ,fi, I I IIH I I I 2 O o N r0•. c E d'U O a I 1 I 1111 I I 1111 I 1 I L U l/7 -- O L— O ` fa N U O L ` I 1 1 1111 I `_ Ilit I 1 1 O G II.E O O'O c O U N O 11�I---' -7n1---' I I to O•- 1 I I 1111 1111 1 I L O O�O 0 L c 0 —0 � fU I- oinmaT F- mEc`�� on I 1 IIfi 111, 1 1 1 I IH1 HH 1 R I 1 1111 111 11'-011 8'-0" 1 1 1111 11 � EXISTING 11 ' I 1 1111 1111 1 I EXISTING RESIDENCE 1 I 1111 1111 1 I 8'-1'/2" 1 Iltl 1111 I I . BASEMENT 1111 "" ' 6'-1'/2' 1111 1111 1 1111 1111 I 1 1' d" lrrl I 1 ' fill I I 1111 "1111- I 1 1 1111 1111 1 I I 1 1111 1111 1 1 31'-511 1 I 1111 1111 I I ' I 1 1111 1111 1 I Illi 1111 1 I 77: _ _ =Y1 1 fill fill 1 I `- -2x 0 PT.GDEi i n„ t " nn list 30-8 I I 1111 1111 1 I e-* 1 1111 1111 I 1 O 1 1111 1111 I I ,-• LL N REMOVE EXISTING 32"SWING DOOR AND REPLACE I I 1111 I I 1111 I 1 I UO I 1111 1111 1 z �' WITH 6 FOOT SLIDING DOOR _ LL Ca ; 1 i f i i o ��PROVIDE NEW HEADER CV I ' 1111 ' 1111 ' EXISTING 1 1 �r`�r`) O EXISTING ---"-"--- EXISTING - .-"-'--- 00 r�1 1 I 1111 fill 2x10 FLOOR JOIST I I / o v ' ,2x10 FLOOR JOIST 111' ,2x10 FLOOR JOIST ' a LL f"r I o' IIH IHI @ 16"Oc N vJ ' @ 16"oc loll @ 16"oc IIII I 1 r I IIH IIII I 1 z Q x � I 1111 IIII I 1 F- (/) I HH nn 1 1 0 O r- LLI I nu nn 1 1X0 04 O >< Ld 1 fin nn I I W p O I un nn 1 1 N I na un 1 1 z -- 1 I fill IHI I 1r^ `---------------------------------HI----------------------HH'-------------------------------� 1 O . . < 1l ; N I REMOVE EXISTING CONCRETEcf) LIJw a 2 2x1 P. GI E -- -- - TO L� L 6 -- -- -- -- -- -- -- -- -- - ------- --- ------------------------ STOOP AND STEPS S1 E I)ET. ON G DECK LATERAL HOLDOWNS I Q U) SIMPSON DTT1Z w/ (6) SD #9 _ _ _ _ X 1-1/2" ONE WITHIN ° 24" OF EACH END AND TWO ° SPACED EQUALLYALONG DECK o Z U - REFER TO DETAILS ON DWG-1 oco F— r I I I I x I I Q , O I I I I I I I I T^ -2 0 IT.IRDER Ute ~ IT 36" HIGH � " � 0 Foolossolsoi _______________ CABLE RAILING SYSTEM ° 14" DECK FOOTING SEE DETAIL ON DWG-1 FOOTING SIZE PER TABLE R507.3.1 FOR DECKS ,. o r A.� in 5'-2 13/32" 5'-2 13/32" 5'-2 13/32" 5'-2 13/32" 5'-2 13/32" FOUNDATION WALL KEY 5'-10"IK IK IK 6'-0" �� g r 11.011 11.011 M . 28'-p" EXISTING FDN WALLS 281-011 DECK FRAMING PLAN DECK PLAN � A 01 ,90 �'�a,��� r SCALE: or- 1/4" = l'-0" SCALE: 1/4" = l'-0" ``' 2