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HomeMy WebLinkAbout49557-Z TOWN OF SOUTHOLD °9rr � BUILDING DEPARTMENT `P il 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 #: 49557 Date: 8/9/2023 Permission is hereby granted to: Pumillo Rosemary 835 Legion Ave Mattituck, NY 11952 To: Construct additions and alterations to existing single family dwelling as applied for, with ZBA#7791 approval. At premises located at: 835 Legion Ave Mattituck SCTM # 473889 Sec/Block/Lot# 142.-2-3 Pursuant to application dated 6/22/2023 and approved by the Building Inspector. To expire on 2/7/2025. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $518.00 CO-ADDITION TO DWELLING $50.00 Total: $568.00 Building Inspector TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax (631) 765-9502 htl s: . oldtim Date Received , ''1I.CATJQN F BU LDING PERMIT For Office Use Only PERMIT NO. Building Inspector: �`� '� 2 2 APAI c t�P ani#oc s must b la Ut m their¢ntar� y Inyo�r1PP t' D DU E Dom. �!c lei"rl�t�/ �� //G�"✓,��/ l n�flf�l���lfy�r��! i ��� ����f������'���%"���i�i%l�'/��1�/,r��J/,r'l;; /1/ 9,;; �t /� ��r� � Z<! ,' � .., 0"0 Il/, '!�`%dy �,4��1d�191f���!� ��),511�I�,#1£CQTTI�f����' ""' W.� �Nr ��„•..µ,� m, 'Date: �� OWNER(S).OFPROPERTY: Name: 1 T Ire, o r/Ji rP Project Address: . "' 1 l.'%h ✓� t( / ��C Phone#: / 7 w_ 1��� Email. � i%Y'-'� � " 7C Mailing Address: �� L i' V"(' CONTACTPERSON: Name: T;✓Y, .� j�Lt �^ ;f Mailing Address: , L ; / C� Phone#: � T �' Email: C' � (G� X- L-) DESIGN PROFESSIONAL INFORMATION: IV011le. Mailing Address: Phone#; Email: CONTRACTOR INFORMATION: Name: Mailing Address: Phone#: EmaiL nrcrDiDTriniu nr DanDncFn rnNCTRi irrinN ❑New Structure [KAddition ❑Alteration MRepair ❑Demolition Estimated Cost of Project: ❑Other Will the lot be re-graded? ❑Yes S�No Will excess fill be removed from premises? ❑Yes No 1 E use of property: Intended use of property: ...................... Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? Dyes ❑No IF YES, PROVIDE A COPY. all r r of P4��WA Application Submitted By(print name): �r�'� u 0 ) � � s"'l � ❑Authorized Agent ❑Owner g pp Si nature of Applicant: Date: CONNIE D.BUNCH STATE OF N_F.!in YORK).0,.!<,) Notary Public,State of New York No. 01BU6185050 SS: Qualified in Suffolk County COUNTY OF �) Commission ExoiresApril 14, 2(ny I_�1�!��� ��1 m � (Name of indivisal signing contract above named being duly sworn, deposes and says that (s)he is the applicant g ) , (S)he is the (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 4. day of iY G Notary Public PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) 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 BOARD MEMBERS ���`� � Southold Town Hall Chairperson Leslie Danes Weisman, 53095 Main Road• P.O. Box 1179 ,�',�' : + �, Southold,NY 11971-0959 Patricia Acampora ��� '�� OfficeLocatao ; Eric Dantes Robert Lennert,Jr. Town Annex/First Floor 54375 Main Road(at Youngs Avenue) Nicholas Planamento Southold,NY 11971 http://southoldtownny.gov RECEIVED ZONING BOARD OF APPEALS 3 3� TOWN OF SOUTHOLD J��. ' 2 0 2023 Tel. (631) 765-1809 Southold Tovin Clerk FINDINGS, DELIBERATIONS AND DETERMINATION MEETING OF JUNE 15, 2023 ZBA FILE: 7791 NAME OF APPLICANT: Timothy Pumillo PROPERTY LOCATION: 835 Legion Ave, Mattituck, NY SCTM No. 1000-142-2-3 EQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE„COMM:: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning issued its reply dated March 16, 2023, stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. L"" RP DETERMINATION.-IA"PION: The relief, permit, or interpretation requested in this application is listed under the Minor Actions exempt list and is not subject to review under Chapter 268. PRO PEWIN F Cs" SIDESCRIPTION:° The subject property is a 9,564.00 sq. ft. non-conforming parcel located in an R-40 Zoning District. The property has a road frontage along Legion Avenue of 60 feet, then turns Northwest for 159.97 feet, then turns southwest for 60 feet before returning southeast for 160 feet back to Legion Avenue. The property is improved with an existing two-story frame residence and an existing shed as shown on site plan prepared by James Deerkoski, LPE, dated May 20, 2020. BASI OF APPLICATION: Request for a Variance from Article XXIII, Section 280-124 and the Building Inspector's March 7, 2023, Notice of Disapproval based on an application for a permit to demolish a porch and rebuild as new living space in an existing single-family dwelling; at; 1) located less than the code required minimum front yard setback of 35 feet; located at 835 Legion Avenue, Mattituck,NY. SCTM No. 1000-142-2-3. RELIEF REQUESTED: The applicant requests a variance to demolish a porch and rebuild a new conditioned living, space in place of the porch having a front yard setback of 15.8 feet where a minimum 35 feet front yard setback is required. ADDITIONAL INFORMATION: As per testimony from the owner,the space in question is a re-build of an existing sunroom that was in disrepair. The existing house pre-dates zoning and exists with a pre-certificate of occupancy # 23206 dated September 12, 1994. There is a Certificate of Occupancy # 23205, dated September 12, 1994, for an addition to the existing residence. 4 Page 2,June 15,2023 97791, Pumillo SCTM No. 1000-142-2-3 I lmNDINGS ' F... °. cr/ REASONS mFOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on June 1, 2023, at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property and surrounding neighborhood, and other evidence, the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law 4267_b b 1 . Grant of the variance will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The rebuilt porch is located in the exact location of the existing sun-room and has the same setbacks as the existing structure. Therefore, by granting this variance,there will not be any change in the character of the neighborhood. In addition, the new addition will improve the appearance of the dwelling by replacing a very deteriorated enclosed front porch. Moreover, there are other dwellings with non- conforming front yard setbacks on the subject street. 2, Town Law 267-b 3 b 2 . The benefit sought by the applicant cannot be achieved by some method feasible for the applicant to pursue,other than an area variance. Due to the location of the existing house that was built before the zoning code took effect, any addition or work to the front of the house would require variance relief. 3. Town Law §267-b(3)(0 )(3). The variance granted herein is mathematically substantial,representing 55 % relief from the code. However, due to the fact that the re-built structure already exists on the house as a sunroom, there is no change to the setbacks, or massing of the house. 4. Town Law §267-b(3)(b'1( '). No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code and the conditions of this board. 5. Town. Law "267_b .3 b 5 . The difficulty has been self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. 6. Town .law '267-b.. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a re-built living room addition while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. Rl"S-0-Ll..i;;TION OF'THk _BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Lehnert, seconded by Member Dantes, and duly carried, to GRANT the variance as applied for and shown on the Site Plan and Architectural Plans prepared by James Deerkoski, Licensed Professional Engineer, dated April 20, 2022. This approval shall not be deemed effective until the required conditions have been met.At the discretion of the Board of Appeals,failure to comply with the above conditions may render this decision null and void That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. b Page 3,June 15, 2023 #7791, Pumillo SCTM No. 1000-142-2-3 IMPOR'rANT LIMITS ON THE APPROVAL S" GRANT +,D HEREIN Please Read Carefully Any deviation from the survey, site plan and/or architectural drawings cited in this decision, or work exceeding the scope of the relief granted herein, will result in delays and/or a possible denial by the Building Department of a building permit and/or the issuance of a Stop Work Order, and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation from the variance(s)granted herein as shown on the architectural drawings,site plan and/or survey cited above, such as alterations, extensions, demolitions, or demolitions exceeding the scope of the relief granted herein, are not authorized under this application when involving nonconformilies under the zoning code. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses,setbacks and other features as are expressly addressed in this action. TIME LIMITS ON THIS APPROVAL: Pursuant to Chapter 280-146(B) of the Code of the Town of Southold any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured, and/or a subdivision map has not been filed with the Suffolk County Clerk, within three (3) years from the date such variance was granted. The Board of Appeals may, upon written request prior to the date of expiration, grant an extension not to exceed three (3) consecutive one (1) year terms. IT IS THE PROPERTY OWNEIVS RESPONSIBILITY" TO ENSURE COMPLIANCE WITH THE CODE REQUIRED TIME FRAME DESCRIBED HEREIN. Failure to comply in a timely manner may result in the denial by the Building Department of a Certificate of Occupancy, nullify the approved variance relief, and require a new variance application with public hearing before the Board of Appeals Vote of the Board Ayes: Members Weisman (Chairperson), Acampora, Dantes, Lehnert, and Planamento(5-0).. Leslie Kanes Weisman, Chairperson Approved for filing -6 // ,tL- /2023 �sSeSs o,2 5 , STORM WATER MANAGEMENT DETAILS SCTM 1000-142-02-03 DESCRIPTION: AREA: T COVERA CAVATE: FILL: ROOF AREA:952.550.FT N.T"S" AT 100%WATER RUNOFF:143 CU.FT. PROPERTY: 9564 SF 0.22 ac U PROVIDE(1)Ir DIA X4'DEEP DRYWELL DISTURBANCE: DRVWELLS CAPACITY:169 CU.FT M nOGEE GUTTER-STANDARD 5" HOUSE: 1320.6 SF 13.8% 75 CY 25 CY L ` (2ND FL.ADD.,ALTERATIONS) Design Services NOTES: ')°Rp/i1ON EXISTING DECK: 291.6 SF 3.0 A).DD NOT BEGIN INSTALLATION LINTB.SUBSTRATES HAVE BEEN PROPFFLV PIt�ARED. 2).A PREPARATION: �A�TNORouerlLYrwaeTotNsraw,noN. EXISTING SOUTH STOOP: 28.0 SF 0.2% 3 CY 1 CY B).PREPARE SURFACES USING METHODS RECOMMENDED BY THE MANUFACTURE FOR ACHIEVING THE BEST RESULTS FOR THE SUBSTRATE UNDER THE PROJECT CONDITIONS. EXISTING WEST STOOP: 20.0 SF 0.2% - - WWW.mchdeSigllS2FVICeS.COm C).PAINT CONCEALED METAL SURFACES AND SURFACES IN CONTACT WITH DISSIMILAR METALS WITH PROTECTIVE BACKING PAINT. EXISTING SHED: 150.0 SF 1.6% - _ phone: 'A.PEIN FOM (631)298-2250 A).PERFORM WORK IN ACCORDANCE WfDI CDA HANDBOOK AND THE DRAWINGS. 1).GUTTER TO BE PITCHED TOWARDS LEADER I-TO 2-FOR EVERY 40'OF RUN. DRYWELL- 8'dia 4'deep - 5 CY 1 CY 2).SHffT METAL JOIN LENGTHS WITH WATERTIGHT JOINTS. a).COPPER/LEAD:RASH AND SOLDER GUTTERS TO DOWNSPOUTS AND ACCESSORIES. email. B).ALUMINUM:RIVET AND CAUL(WITH A BUTYL SEALANT SLIP JOINT CONNECTORS michael@mchdesignservices.com 3).CONN ECT DOWNSPOUTS TO STORM SEWER SYSTEM AS INDICATED.SEAL TOTAL: 1810.2 SF SF 18.8°/O 83 CY 27 CY CONNEC ION WATERTIGHT. RY WELLS TO H U MIN. +)A)°R TECTINSTALLEDPRODUCrSUNTILCOMPLETIONOFPROJECT. METES&BOUNDS BY: PECONIC SURVEYORS SURVEY DATE:JUNE 30,1994 AWAY FROM HOUSE B).TOUCH-UP,REPAIR OR REPLACE DAMAGED PRODUCTS BEFORE SUBSTANTIAL ;;r COMPLETION. D E C F APPAOVEO AS NOTED "� LS DATE: �-9 ,P# t APR 9 1 ^ FEE �� v 2022 -- BY NOTIFY BUILDING DEPARTMENTAT 631-765-1802 8AM TO 4PM FOR THE 70b1'1`j OF--SfltJ„10Li7 FOLLOWING INSPECTIONS: O 1. FOUNDATION-TWO REQUIRED FOR POURED CONCRETE 2. ROUGH-F MING&PLUMBINQ 3. INS 10 }..... S 350 22' 00" E 4. 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FLOOR PLAN ,Z SCALE: 1/4 = 1 -0-1 A NR�FE M C H Design Services www.mchdesignservices.com phone: (631)298-2250 email: michael@mchdesignservices.com A Vo)" 19'-10'/:" ' ' 7'-l" 12'-9Y2" AN351-2 TW2432 O (2)1-3/4X7-1/4 ML HDR (2)2X8 H ^O1� •----------------------- = Lo 1 1 = O N 131-711 10'-8%" ' S'-8" N 1'-8' 01 = v 00 o WALK-IN CLOSET N � - 2.-all --------- -' PROPOSED � o � + 0 2'-6" 3'-5%:" MASTER BATH O _ EXISTING BEDROOM w x MASTER BEDROOM N No. 1 '' �-•••• A F� N N N X � N 31 " z 0 O y • • • r 10, 2'-6" C? N (2)2X8 HDR N N =� 14'-3%" oLn 'V t � F.4 M 00 16'-2" 3'-4%" v nf z N � O X a EXISTING BEDROOM F- O II No. 2 ' m o PROPOSED LOFT X EXISTING BATH X N lfl K U7 = O 00 O - X DN ^' (2)2 8 HDR (2)2X8 HDR •v N ^J Nil L Q TW3046 3146 II 1.DEMOLISH WALLS AS REQUIED, i 2.NEW EXTERIOR WALLS TO BE 2X4 STUDS @ 16-OC(TYR). 2'-4" 15'-6" 2'-0'/:" 3.HEADERS TO BE 2-2X8 UNLESS OTHERWISE NOTED NEW HEADERS TO BE SUPPORTED WITH 2JACK STUDS. 19'-10Y2" 4.EXTERIOR SHEATHING TO BE 1/2"(TYPICAL). D RAW N BY: MH S.SIDING PER OWNER WITH VAPOR BARRIER AS PER MANUFACTURE /� '] PROPOSED 2ND. FLOOR PLAN TOE INSTALLED `�/20�2022 A 6 EXTERIOR OPENINGS TO HAVE DESIGN PRESSURE UPGRADES.PROVIDE SCALE: 1/4" 1'-0" DEBRI-PROTECTION FOR NEW OPENINGS PER CODE. = 7.INSTAL L REQUIRED STRAPPING ON NEW CONSTRUCTION WORK AS SCALE: SEE PLAN REQUIRED BY CODE. B.EXISTING AND NEW SMOKE DETECTORS AND CO DETECTORS THROUGHOUT TO BE INTERCONNECTED AND HARDWI RED TO CODE. SHEET NO: °F NEVI' P� ptt;,� A> s. �F r/o. C, OFEss�°� 1 El 111 L� M C H Design Services www.mchdesignservices.com phone: (631)298-2250 email: Amichael@mchdesignservices.com Cly ----------------------------------------------------------/d-- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- - — - — — — — — — — — — I ----------------------------------------' r----------------- --'--'--'--'--' -- -- -- -- -- -' r-- - r-- -' -- -- -- -- - -_ -- -- -- -- - 1 I I I I 1 � I - - - - - - - - - , I . 1 1 I I I I I 1 I , I 11 1 1 I I O Q 11 A L X 12 I U P4 I_TJ• I I I I , I • • O 12 -- I 1 1 ro� 11 POST DOWNr----------• -----------------• `----------- EXIST. I 1 TO DBL CI 1 r------------------------------------------ CHIMNEY I ' 9-1/2MLRIDGE - -- -- -- -- -- ------------ -- O I 1 I rte, �2X8DF#2RR@16"OC#2RR@16"OC ----, r--------------, 1 I I F''-1 ( , v ' I a 1 1 I I I I 1 I 1 1 1..) I I I I ' I 1 1 O I ------ I ''''/ I 1.4 `n00 P-1 u 1 '' 1 12ro I I I W I I N I I I I I I I I I I 1 1 I I I I 1 1 1 ( I ■ , II II I II , I I II II II I , I I I I I I I I I 1 1 I I I I I 1 I I t I I I - - - - - - - - J I __________________________________________________________ __ __ __ __ __ __ -- ------------- __ __ __ __ __ _- -_ __ __ __ __ __ __ _____ __ __ _ __________________________________________________________ _ __ __ __ __ __ __ __ __ __ __ __ __ __ __ __ __ __ __ __ __ __ __ __ __ __ _ - _ - - - - - - - - - J 1.REMOVE ROOFING AS REQUIRED.REPAIR DEFECTIVE OR DAMAGED AREAS(VIF). A 2.INSTALL 1/2"min.SHEATHING OVER NEW FRAMING AS INDICATED ON PLAN. 3 INSTALL METAL EDGING AT PERIMER AND FLASH AT INTERSTCTIONS. PROPOSED ROOF PLAN 4 INSTALL ICE AND WATER BARRIER ALONG PERIMTER AND AT HIPS AND OVERLAY INTERSECTIONS. SCALE: 1/4" — 11-0'1 5.USE 30#FELT UNDERLAYMENT WITH ASPHALT ROOF DRAWN BY: MH SHINGLES THAT MEETS 130mph WIND RATING PER CODE. 6.INSTALL GUTTERS AND DOWNSPOUTS,CONNECT TO DRYW ELL AS REQUIRED BY CODE. 4/20/2022/2O/2O22 SCALE: SEE PLAN F NEV,,' c: SHEET NO: r � (5 Ov/�Z `S'�O "✓o '2 �Qy NROFE�� CNJGenerated by REScheck-Web Software 1-3/4X9-1/2 Compliance Certificate ML RIDGE \ u 12 _-- _-- M C H Project Pumillo 6� --- 2X6 COLLAR TIES as"oc ___ Design Services Energy Code: 2018 IECC 1600 Location: Mattituck, New York L�$ Construction Type: Single-family Project Type: Addition Climate Zone: 4 (5331 HDD) 2X8 CJ @16"OC www.mchdesignservices.com phone: Permit Date: ( Permit Number: 631)298-2250 Construction Site: Owner/Agent: Designer/Contractor: 835 Legion Ave email: Mattituck,NY michael@mchdesignservices.com O ...r.a-..# DO Compliance: 0.8%Better Than Code Maximum UA: 119 Your UA: 118 Maximum SHGC: 0.40 Your SHGC: 0.30 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code tmde-off rules. It(HIES NOT provide an estimate of energy use or cost relative to a minimum-code home. Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck.Each slab-on-grade assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. 3/4"suBFLooR Envelope Assemblies DBL 2X8 FJ @16"OC DBL 2X8 F1 @16"OC S ) (5)1-3/4X9-1/2 ML Y1 0 ) w/(a)1..STEEL — - - Z _.-_... ._.._....-. _._.._ _......._..........._.. _. �. ., u._. ._-..._ .. __..� _ I -•-- UPSET BEAM 1st floor Flat Ceiling or Scissor Truss 193 30.0 0.0 0.035 0.026 7 5 ® ® ® ® O 2nd floor:Flat Ceiling or Scissor Truss 477 30.0 0.0 0.035 0.026 17 12 1st floor.Wood Frame,16 o.c. 321 20.0 0.0 0.059 0.060 15 15 Door:Solid Door(under 50%glazing) 21 0.280 0.320 6 7 N Window:Wood Frame bo SHGC:0.22 14 0.310 0.320 4 4 Window 1:Wood Frame SHGC:0.31 30 0.300 0.320 9 10 W 2nd floor:Wood Frame,16"o.c. 510 20.0 0.0 0.059 0.060 24 24 Window 2:Wood Frame SHGC:0.31 90 0.300 0.320 27 29 C AZ ' Window 3:Wood Frame 12 0.290 0.320 3 4 y_ SHGC:0.31 /,EXISTING EXISTING FLOOR SYSTEMFloor:All-Wood joist/Truss 193 30.0 0.0 0.033 0.047 6 9 •b 4t ^ EXISTING EXISTING 7 EXISTING H rTl F-'1 Project Title:Pumillo Report date: 04/0222 s"w Data filename: Page 1 of 2 W U oa �D A CROSS SECTION Aen 4 7 SCALE: 1/4" = 1'-0" v ' 00 Z � 2" 2' 0• O O 0. 2' O ® O• ® 2' e e • • O 3"0 ROOF VENT 3 FASTENER TYPE: SPACING: No.8 • ® 0 O ® • ®• • SM 11/4 1 114 OR 11 2 BASED ANCHOR WITH H16.00 tin.EMBEDMENT LENGTH LAV Av R SHO No.10 WOOD-SCEWS ATH BASED ANCHORWITHLEN 16.O[ LENGni tin.EMBEDMENT 1/41n.dia.LAGSCREW Ll /4 2 2 3 BASED ANCHOR WITH 16"OC C.O. tin.EMBEDMENT LENGni O ® e • e• • 3 3/4•APA PLYWOOD SHEATHING 1/2"APA RATED SHEATHING GRADE PLYWOOD 11/4 (ALTERNATWIVE:7/16"CS.B.) ® • •• • 1114 112 1114 • ® 114 APA RATED SHEATHING LAV W C SINK 3" GRADE PLYWOOD C) (ALTERNATIVIVE:7116.0.5.6.) • wM' Dw. FAI O •• • • 11N 3 o co 1 1n FASTENER TYPE: SPACING: 2x4 3 2 D RAW N BY: M H No.B WOOD-SCREW O o �Os� BASED ANCHOR WITH ID•OC WINDOW ffiL tin.EMBEDMENT LENGTH TYPICAL WINDOW OPENING No.10 WOOD SCREWS BASED EMBEDMENT WITH 12"OC 4 ^/20/202 PANEL SPAN EQUAL OR SMALLER z n.EMBEOMENr LENGm !'01 TO APROVED "r L THAN 4 FEETAGSCRIEW SLOPE'1/4"PER FOOT PITCH TO DRAIN "� SEPTIC SYSTEM BASEAN IHORWIT BASED ANCHOR WITH 16"OC Q tin.EMBEDMENT LENGTH W. W.• ° SCALE: SEE PLAN TYPICAL DOOR OPENING MULTIPLE PLYWOOD ASSEMBLIES FASTENER TYPE: SPACING: PANEL SPAN GREATER THAN 4 FEET AND EQUAL OR SMALLER TOGETHER WITH STAINLESSESNo.B w000-soRew PLUMBING S C H E M T THAN 6 FEET OR GALVINIZED BOLTS W/WASHERS BASED ANCHOR WITH 8"OC g=.,. AND NUTS 0 2'-0.O.C. 21n.EMBEDMENT LENGTH TYPICAL MULTIPLE OPENINGS ANCHOR ITHA.EOREIN SCALE: NOT TO SCALE F NE�n1 �� SHEET N0: BASED ANCHOR 9"OC [' PANEL SPAN GREATER THAN 6 FEET EMBEDMENT LENGTH ` �r E%T Vn •/ � AND EQUAL OR SMALLER 1��aGSCRIEOR YH 16 ac THAN 8 FEET t n.EMBEDMENT LENGTH G7 h �'^i''✓�� 21 WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL 4,; T ; ? AS PER SEC. R301.2.1.2 NYS CODE: PROTECTION OF OPENING ;'-,• WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS.PANELS SHALL BE PRECUT TO ��<c� 'ASO, C COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED.(REFER TO SECTION 1609.1.4,1609.6.5 AND TABLE 1609.1.4 OF N.Y.S.RESIDENTIAL �"�RO` 5\ CONSTRUCTION CODE).THIS IS NOT A SUBSTITUTION FOR DESIGN-PRESSURE.ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. ES ALL PANELS MUST BE CUT TO SIZE AND READY TO USE ON ANY NEIN WINDOWS AND DOORS.SHUTTERS MUST BE MARKED FOR WHAT OPENING IT IS TO COVER. HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT & GOOD CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. M C H KING STUDS Design Services kENDWALL CRIPPLE STUD RAFTER WALL STUD BOTTOM PLATE RIDGE BATHTUB www.mchdesi(inservices.com HEADER LEDGER DOUBLE JOIST phone: SIDEWALL (631)298-2250 RAFTER JACK STUDS —-- ; --0:1 ?5. A FLOOR USP NUMBER DESCRIPTION APPLICATION email: michael@mchdesignservices.com 1ST. ADS5 HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS ANCHOR TO FOUNDATION W/ ANCHOR BOLTS BATH / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT CONNECT TO 1 SIDE OF ALL CORNERS ON LOCATION USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION RAFTER SIZEUSP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR 2ND. ADS5 HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP JOIST DIRECTION WITH 2 JOISTS. UNDER WALL. ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH ALL OPENINGS LSTA12 1-1/4"x12" 20go. STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1/4"x24" 20go. STRAP PPLY OVER RIDGE TO EACH RAFTS 2x6-2x8 I IS26 118go. SLOPE HANGER PPLY TO EACH RAFTER / LEDGER FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE HE FLOORS TO EACH OTHER W/ THREADED ROD. JALL OPENINGS RT3 OR RT71 TYDOWN ANCHOR JAPPLY TO EACH CRIPPLE STUD 2X10 I LS210 118go. SLOPE HANGER PPLY TO EACH RAFTER / LEDGER BLOCKING 024"OC WALL STUD THROUGH-ROOF EXHAUST VENTS SELECTED AND METAL STRAP ` LOCATED BY CONTRACTOR . w CRICKET AT TOP-SIDE OF V \/ RIM BOARD CHIMNEY ASREQUIRED RAFTER SILL PLATE(S) WALL SHEATHING MAINTAIN • • SIDEWALL FLASHING VENTILATION • WOOD JOIST FOUNDATION ' ' TOP PLATE BLOCKINGx4LEDGER BLOCKING O " FINISH WALL AND MOISTURE 2x4 SOFFIT JOIST STAPPING TO BE ATTACHED TO WALL STUDS 048"OC BARRIER TO LAP FLASHING AND ALL WINDOW/DOOR OPENING JACK STUDS AT WALL -- MAINTAIN GAP ATTIC SHALL BE PROVIDED WITH A FASCIA BETWEEN WALL FINISH AND MINIMUM NET FREE VENTILATING AREA FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION ROOFING TO AVOID SOAKING WALL STUD NOT LESS THAN 1/150 OF THE AREA OF GUTTER .' THE SPACE VENTILATED. ALL OPENINGS WOOD GIRDER INSTALL 4'0" O.C. SHALL BE COVERED WITH CORROSION- ONTIN. SCREENED VENT 4" - 8" LSTA24 1-1/4"x24" 20go. STRAP AND JACK STUDS RESISTANT METAL MESH WITH MESH ON ALL OPENINGS PROVIDE HEMMED EDGE AT OPENINGS OF V4 INCH IN DIMENSION. ONTIN. SOFFIT/ EXT. PLYWOOD FLASHING TO FORM CHANNEL INSTALL 4'0" O.C. LOCATION USP NUMBER DESCRIPTION APPLICATION SOFFITED SAVE 8" - 14" LSTA30 1-1/4"00" 18go. STRAP AND JACK STUDS AND SO AS TO MAINTAIN AIRGAP TO PREVENT CAPILLARYCONNECT TO r , ON ALL OPENINGS / ACTION 4" - 6" RAFTER RT10 10-3/4" x 18ga. TYDOWN ANCHOR EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND V INSTALL 4'0" O.C. CONNECT TO ROOF VENTILATION / OVER BEARING WAILS AND HEADERS 14" - 16" LSTA36 1-1/4"06" 18go. STRAP AND JACK STUDS 8" - 12" RAFTER RT20 1-1/8" x 20go- TYDOWN ANCHOR EACH RAFTER SOFFITED EAVE DETAIL ^, ON ALL OPENINGS KEEP ROOFING NAILS OUT OF FLASHING 2ND. FLOOR WALL O ROOFING LAPS BASE FLASHING 4 INCHES RAFTER H BASE FLASHING WRAPS CORNERS, RIDGE CAP OF SAME EXTENDS UNDER SHINGLES AT ( MATERIAL AS ROOFING SIDES 4 INCHES AND LAPS NAILED TO SHEATHING SHINGLES AT BASE MIN. 4 INCHES THROUGH VENT WOOD JOIST w O TOP PLATE % V GIRDER/HEADER SIDE WALL FLASHING r , 1ST. FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS 048"OC WOOD JOIST O I 4 AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES, SIDEWALLS, WALL STUD AND RAKES -- PROVIDE HEMMED EDGES SO FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AS TO FORM DRAINAGE CHANNELS AND RAFTERS ,^ INSTALL 4'0" O.C. PREVENT CAPILLARY ACTION �+ / 4" - 8" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION APPLICATION PRE-MANUFACTURED ON ALL OPENINGS RIDGE VENT FOLDS KEEP SHEATHING MIN. 1-1/2" ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH �•/ CONNECT EACH FROM PEAK TO ALLOW FREE THE PROPER STEEL CONNECTOR. RAFTER/PLATE RT15 TYDOWN ANCHOR OVER RIDGE TO INSTALL 4'0" O.C. RAFTER TO PLATE CONFORM TO SLOPE AIR PASSAGE IF ABLE, SET FIR JOISTS APROX. 1/2" HIGHER THAN LVL HEADERS F� 8" - 16" MSTA48 1-1/4"x48" 16go. STRAP AND JACK STUDS CONNECT OVER OF ROOF TO ALLOW FOR SHRINKAGE. & REDUCE BUMP OUTS ON ALL OPENINGS PLATE/WALL SPTH4 STUD PLATE ANCHOR PLATES TO EACH STU) DBL. SILL PLATE TERMITE SHIELD F-SUBFLOOR SILL GASKETO Z WOOD JOISTS + • NEOPRENE ^ _ CONC. SLAB w TYP. CONC. FOUNDATION ( A 6 MIL. POLY GASKET • 2x6 /2x8 CONTINUOUS WOOD PLATE DAMPPROOF EXTERIOR GRANULAR FILL • VS I BOLTED TO STEEL BEAM WITH 6MIL POLY ON EXTERIOR 1' • i i STEEL COLUMN D 1/2 " DIA. BOLTS® 48" o.c. STAG. • V ^ � _ 0 i •' d I d ° _N + GONG. SLAB •p - c�° ROOF JACK 1��+ STEEL BEAM e s A \•� ANCHOR BOLT EM13EDAENT: 77 i • POURED CONCRETE: 4" x 1/4" x 8" STEEL COMPACT FILL TOP AND BOTTOM PLATE °e � BLOCK WALL: 1S" ROOFING LAPS KEYWAY FOOTING o V A 4 ' ] FLASHING AT WITH 1/2" x 6" ANCHOR BOLT c s C•a �• GONG. FTG. •p �•p L e' SIDES AND TOP USE WITH 3x3 SQUARE WISHERS 1/2" GROUT � ;O ANCHOR BOLT CONNECTION (USP LB PS58 OR BP593) Is 4 REINFORCING BARFOUNDATION 5/8" DIA. ANCHOR BOLT I 1 3" STEEL COLUMN DRAIN TILE p . ANCHOR BOLT CONNECTION SUPPORTING MAXIMUM SPACNG FLASHING LAPS ( 10 KIPS ) SILL PLATE TO FOUNDATIONROOFING AT BOTTOM CRAWL SPACE OR FOUNDATION 1 STORY 72" OC " SILL PLATE TO FOUNDATION TYPICAL BEAM DETAIL NEEDED " " " " WP TYPICAL FOUNDATION. APPLY PILASTERS MIN. 3STEEL COLUMN ANCHORED TO 24x24x12GONG. FTG. (CRAWL SPACE OR FOUNDATION 2 STORIES 36" OC STEEL WHERE NEEDED FOR STRUCTURAL BRACING. / BOTTOM BEARING ALL BOTTOM PLATE TO FOUNDATION 1-2 STORIES 57" OC SLAB-ON-GRADE ROOF JACKS & VENTS DETAIL 1 SUBFLOOR CONC. SLAB DOOR FRAME 6X6 10/10 WMA GARAUSE 2X8 STEEL BEAM GE I O_JOIST COMPACT FILL DRAWN BY: MH FOR BLOCKOUT 4" SLAB P.T. PLATE / W/ 6X6 wMM \I SLOPE 4'DRIVEWAY —' NOTCH JOIST AND ADJUST HEIGHT 4�2��2022 • • •Q 1/2" AIR SPACE L 1 • ° 7 1 2' (WITH A NAILING PLATE IF NEEDED) • AT END AND p• .•+ •4 - s• :• TO BE APROX. 1/2" OR HIGHER THAN GRADE d 's--d-"'-'aT--'--• •.4"st•d BEAMS F WOOD 'd D o D •• STEEL BEAM TO ALLOW FOR SHRINKAGE d '• d • d • a p•s • (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED) 12" •� ��•� A. 6X6 W.W.M. : -Q':_a �': a- r °� _ =�i, d °•• 0••d -_ MIN. �•.e` •�• s� •° �•� L='A �' • •° _ NOTCH BEAM FOR MUDSILL IF REQUIRED -- MA(IMUM •� •� • e �SUBFLOOR SCALE: SEE PLAN •j c1 REINFORCING BAR NOTCH EQUALS 1/4 DEPTH OF BEAM O s• - � ° DRAIN TILE If—f ►iiJJ •C •� REINFORCING BAR s"• : a ; °O °��•e ��-11 _ 101ST 12" •° SHEET METAL/ 30# FELT UNDER BEAM AT POINT 1• A STEEL BEAM OF CONTACT WITH CONCRETE OR CONC. BLOCP i,-„ •_ SHEET N0: 3" PLATE (BOLTED TO BEAM) ° TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH (2) #4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. + • SHIMS TO LEVEL BEAM REINFORCE FOOTING WITH (2) #4 REINFORCING BARS. C •r f_t 3" MINIMUM BEARING SURFACE FOR WOOD BEAM GARAGE DOOR BLOCKOUT - BEAM POCKET C7 f. �, -. ••�, 'S'F\Avo. p''ROc.ESS© FY M C H- NAILING SCHEDULE Design Services GENERAL NOTES WIND FRAMING NOTES PLAN CONTENTS: 1).RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL 1-1/4"x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. 101NT DESCRIPTION NOTES NAIL NAIL BUILDING USE RESIDENTIAL DWELLING When a collar tie is used in leu of a ridge strap,the number of 10d common nails required QTY. SPACING (SEE PLANS) in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. RAFTER TO 8'WALL:3-8d COMMON EACH BUILDING HEIGHT www.mchdesignservices.com CONSTRUCTION NOTES: TOE-NAIL SEE PLANS TOP PLATE 10'WALL:48d COMMON RATER TOTAL SQ.FT.OF CONSTRUCTION ( ) phone: 1).The information within this set of construction documents is related to basic design 2).R Tal framing and s ASSEMBLY: CEILING JOIST B'WALL:3-8d COMMON EACH DESIGN CRITERIA(UNIFORM CODE) 2020 IRC,2020 NYS UNIFORM FIRE PREVENTION AND BUILDING CODE /631 298-2250 intent and framing details.They are intended as a construction aid,not a substitute Lateral framing and shear wall connections for rafter,ceiling or truss to top plate shall be in TO TOP PLATE 10'WALL:4-8d COMMON JOIST TOE-NAIL for generally accepted good building practice and compliance with current New York accordance to table 3.3.When a rafter or truss do not fall in line with studs below,rafters FRAMING ELEMENTS AS PER FLOOR PLANS,CROSS SECTION,DETAILS,AND GENERAL NOTES State building codes.The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEILING JOIST TO AS PER TABLE 3.7 EACH FACE DESIGN LIVE LOAD(PSF)R301.5 DESIGN DEAD LOAD(PSF)R301.2.2.2 ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS 8301.7 construction details and procedures to ensure a professionally finished,structurally the to the wall stud with uplift connections.Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM-SBC IAP NAIL UNINHABITABLE ATTICS(NO STORAGE) 10 EXTERIOR(LIGHT FRAME)WOOD WALLS 1s RAFTERS GREATER THAN 3:12 PITCH UI Bo email: sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE UNINHABITABLE ATTICS(STORAGE) 20 EXTERIOR(LIGHT FRAME)STEEL WALLS 14 (NO FINISHED CEILING) miehael@mehdesignserviees.eom OVER PARTITION WFCM-SBC IAP NAIL HABITABLE ATTICS AND 30 INTERIOR(LIGHT FRAME)WOOD WALLS 10 INTERIOR WALLS AND PARTITIONS H/160 2).The General Contractor is responsible for ensuring that all work and construction 3).WALL-TO-WALL ASSEMBLY: FIXED STAIRS meets current federal,state,county and local codes,ordinances and regulations,etc. Wall studs above and studs below a floor level shall be attached with uplift connections in COLLAR TIE AS PER TABLE 3.4 EACH FACE ATTICS WITH INTERIOR(LIGHT FRAME)STEEL WALLS 5 FLOORS L/360 TO RAFTER WFCM-SBC IND NAIL EXTERIOR BALCONIES AND DECKS 40 MASONRY WALLS(R"THICK) so CEILINGS(PLASTER STUCCO) U360 These codes are to be considered as art of the specifications for this building and accordance with table 3.36.When wall studs above do not fall in line with studs below,the P P 8 FIRE ESCAPES 40 should be adhered to even if in variance with the plan. studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING 2-8d COMMON EACH TOE GUARDS AND HANDRAILS 200 CONCRETE WALLS(6'THICK) Bs CEILINGS(GYPSUM) L/24o accordance with table 3.3. TO RAFTER IND NAIL SIP WALLS 10 ALL OTHER STRUCTURAL MEMBERS L/240 GUARD IN-FILL COMPONENTS 50 VEHICLE GARAGES(R301.5)PER 20 SQ.IN.200016, EXTERIOR WALLS(PLASTER,STUCCO) FV360 3).Dimensions shall take precedent over scaled drawings. RIM BOARD EACH END PASSANGER VEHICLES 50 EXTERIOR WALLS(BRITTLE FINISHES FV240 (DO NOT SCALE DRAWINGS). 4).WALL ASSEMBLY TO FOUNDATION: TO RAFTER 2-16d COMMON BVD NAIL ) First wall studs shall be connected to the foundation,sill plate,or bottom plate with uplift NON-SLEEPING ROOMS 40 EXTERIOR WALLS(FLEXIBLE FINISHES) H/120 4).The designer has not been engaged for construction supervision and assumes no connectors.Steel straps shall have a minimum embedment of 7 inches in concrete WALL FRAMING: SLEEPING ROOMS 30 LINTELS(SUPPORTING MASONY WALLS) L/600 responsibility for construction coordinating with these plans,nor responsibility for foundation and slab-on-grade,15 inches in masonry block foundations,or lapped under STAIRS 40 f /� construction means,methods,techniques,sequences,or procedures,or for safety the plate and nailed in accordance with table 33b.When Steel straps are lapped under the JOINT DESCRIPTION NAIL NAIL NOTES ROOF GROUND SNOW LOAD 20 v ' QTY. SIACING precautions and programs in connection with the work.There are no warranties for a bottom plate,3 inch square washes shall be used with the anchor bolts.Anchor bolt EXPOSURE CATAGORY (DESIGNED FOR EXPOSURE C) specific use expressed or implied in the use of these plans. spacing is to be spaced and sized in accordance to table 3.2a.In addition to spacing, TOP PLATE TO PER FACE NAIL p p p p 8 P P g• 2-16d COMMON LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all TOP PLATE FOOT SEE NOTE:1 corners. TOP PLATES AT JOINTS FACE ROOF-FOUNDATION DETAIL PAGE&GENERAL NOTE PAGE 5).Refer to the Window and Door schedule for exterior openings. 4-16d COMMON INTERSECTIONS EA.SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE 6).The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5).TYPE I EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACE Type I exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior 2-16d COMMO EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE O or exceeds manufacture's specifications and applicable codes. P STUD O.C. NAILSym.: attached with 8d common nails at 6"o.c.at the panel edges and 12"o.c.in the field,and FIRE PROTECTION HEADER TO 15"O.C. FACE SMOKE ALARMS TO COMPLY WITH NEPA 72 AND NYS 8314 NYS. 7).The General Contractor is to consult with the owner for all built-in items 1/2 inch gypsum wallboard on the interior attached with Sd cooler nails at 7"o.c.at panel HEADER 16d COMMON ALOVG EDGES NAIL SMOKE&CO2 DETECTORS CARBON MONIXIDE ALARMS TO COMPLY WITH 8315 NYS. such as bookcases,shelving,pantry,closets,trims,etc. edges and 10"o.c.in the field shall be in accordance with the length requirements specified in table 3.15a-b. TOP OR BOTTOM 2-16d COMMON PER2x4 STUD END TRUSS DESIGN N/A-STANDARD STICK FRAME CONSTRUCTION 8).Wind load requirements shall be taken into account during construction. PLATE TO STUD 3-16d COMMONPER2x6 STUD NAIL ENERGY CALCULATIONS 2020 ENERGY CONSERVATION CONSTRUCTION CODE NYS 19 NYCRR PART 124 6).TYPE II EXTERIOR SHEARWALL CONNECTIONS: FOUNDATION NOTES: Type II exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate BOTTOM PLATE TO:FLOOR JOIST,BAND JOIST, 2-16d COMMO PER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA rT1 length adjustment factors in table 3.16. END JOIST OR BLOCKING FOOT SEE NOTE:1,2 1).The General Contractor and Mason to review plans,elevations,details and notes to GROUND WIND SEISMIC FROST WINTER ICESHIELD FLOOD r determine intended heights of finished floor(s)above typical grade. 7).INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING: SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT HAZARDS V Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED 2).All footings to rest on undisturbed(virgin)soil. interior shearwalls are used.Sheathing and connections shall be in accordance with JOINT DESCRIPTION NAIL NAIL QTY. SPACING NOTES MODERATE SLIGHT TO 20 PSF 130 6 SEVERE 3 FT. 2.4.4.2 and 2.2.4 respectively. TO HEAVY MODERATE Fri{ / y ^J `� 17 NONE 3).Provide 1/2"expansion joint material between concrete slabs and abutting JOIST TO: SER TOE O concrete or masonry walls occuring in exterior or unheated interior areas. g)-CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL,TOP PLATE OR GIRDER 4-8d COMMON )DIST NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: LLJ w Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE 2-8d COMMONNAIL SPACING NAIL SPACING AT INTERMEDIATE 4).Any new concrete walls being attached to existing concrete structure shall with table 3.5.Window sill plates shall be have steel connector in accordance with table TO JOIST END NAIL SHEATHING LOCATION NOTES be installed with#5 re-bar,18"long at 12"o.c..Use approved epoxy for installation. 3.5. BLOCKING EACH TOE AT PANEL EDGES SUPPORTS IN THE PANEL FIELD 5).Unless otherwise noted,all slabs on grade to be 3000 p.s.i..Concrete to be TO JOIST 2-Bd COMMON END NAIL 4'PERIMETER EDGE ZONE 8d COMMON @ 6"O.C. 8d COMMON @ 6"O.G. SEE NOTES:13 u poured on 4 inch thick sand or ravel fill with 6x6 wire mesh reinforcing.Interior slabs 9).CATHEDRAL CEILING ASSEMBLY: P g g' BLOCKING TO: EACH TOE SEE NOTES:1(BOTH FIELDS) to be minimum 3-1/2 inch thick.All fill to be compacted to 95%relative density with Where a ridge is to be used as a structural beam,the rafters shall either be notched and 3-16d COMMONINTERIOR ZONE 8d COMMON @ 6"O. 8d COMMON @ 12"O.C. NOTE:2 FOR PANEL FIELD anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge SILL OR TOP PLATE B-OCK NAIL 6"maximum lifts(layers). GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4"O. 8d COMMON @ 4"O.C. SEE NOTES:1,3 O 6).Crawl spaces to be provided with a minimum 18"x24"access opening.Install one along the open ceiling part of the building.Connections to the ridge and wall shall be be LEDGER STRIP 3-16d COMMONEACH FACE 8x16 cast iron foundation vent for every 150 sq.ft.of area. attached with the above requirements. TO BEAM JDIST NAIL NOTES JOIST ON LEDGER PER TOE 7).Dam r roof exterior of foundation with bituminous id b t DECK AND COVERED PORCH NOTES: 3-8d COMMON v PP coating as required y current TO BEAM JDIST NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. N.Y.S.Residential Construction Code.A 6-mil polyethylene film shall be applied over 1).Unless otherwise noted,all framing material to be#1 ACQ pressure treated lumber. BAND JOIST PER END W the below rade portion of exterior walls prior to backfilling. All fasteners,hangers and anchors to be galvinized or stainless steel. 3-116d COMMONC12� O v g p p g. g g TO JOIST JDIST NAIL 1).For roof sheathing within 4 feet of the perimeter edge of the roof,including 4 feet on each side of the roof peak, BAND JOIST TO: PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. 8).Drainage as required by current N.Y.S.Residential Construction Code. 2).Girders for deck joists to be bolted to each post with washers and nuts. 2-16d COMMON 11.4 Girders on concrete piers shall be anchored with proper steel connectors anchored SILL OR TOP PLATE FOOT SEE NOTE:1 In r FRAMING NOTES into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. F H HING: Tabulated 12 inch o.c.nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. � M rl " For framing members with<0.42<G<0.49,the nail spacing shall be reduced to 6 inches o.c. `•J (•-, 1).All framing techniques and methods as prescriptive design of current SBC High Wind NAIL NAIL Vol ^ � 0 3).Posts supporting girders shall be anchored w a 1 washers a thick concrete footing. JOINT DESCRIPTION QTY. SPACING 3).Tabulated 4 inch o.c.nails spacing assumes sheathing to rafter/truss framing members with G>0.49.For �/ Edition Wood Framing Construction Manual. Use a minimum 1/2"dia x 8"long anchor bolt with washers and nuts.Footings Shall be 3 ft. P g g g below grade.Porches with covered roofs shall have 12"dia.concrete piers for the girders. STRUCTURAL PANEL I 8d AS PER TABLE 3.8 framing members with 0.42<G<0.49,the nail spacing shall be reduced to 3 inches o.c. 2).Unless otherwise noted,all framing and structural wood material to be#2+BTR. WFCM-SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS: Douglas Fir. 4).Deck joists to have blocking at 8'0 D.C.. CEILING SHEATHING: NAIL SPACING NAIL SPACING AT INTERMEDIATE SHEATHING LOCATION NOTES 3).Floors,walls,ceilings and rafters to be spaced at 16 inches o.c.unless noted 5).A minimum of 10 inch flashing shall be installed between the building and ledger. NAIL NAIL AT PANEL EDGES SUPPORTS IN THE PANEL FIELD otherwise. 6).Concrete pier shall be a minimum 6" JOINT DESCRIPTION O where needed. GYPSUM Ledger to be fastened to building with 1/2"dia.bolts with washers and nuts QTY. 7" O.C.SPACING 4'EDGE ZONE 8d COMMON @ 6"O.EDGE Bell COMMON @ 12"O.C. SEE NOTES:1,3(BOTH FIELDS) NOTE:2 FOR PANEL FIELD 4).Unless otherwise noted,all bearing wall headers to be(2)2x10#2+BTR.Doug.Fir. Sd COOLERS A Bearing wall headers to have(2)jack studs and(2)full length studs on each side of all above grade. WALLBOARD 10"O.0.FIELD INTERIOR ZONE 8d COMMON @ 6"O. . 8d COMMON @ 12"O.C. SEE NOTE:3 W iNn-r openings.LVL headers to have(3)jack studs and(2)full length studs on each side of WALL SHEATHING: NOTES openings.Bearing wall window sills shall also have(2)window sill plates for 2x4 wall 7).All joists to be supported with hangers and anchors.Each Joist shall also be anchored openings between 4'1 and 6'0 and 2x6 wall openings between 5'11 and 8'9.Provide fire to girder(s). JOINT DESCRIPTION NAIL NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. and blocking where applicable. QTY. SPACING 5).All flush beams/headers to be installed with heavy duty galvinized hangers and 8).Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL Bd COMMON AS PER TABLE 2.9 1).For wall sheathing within 4 feet of the corners,the 4 foot edge zone attachment requirements shall PLUMBING NOTES PANELS WFCMO.C.ED I be used. Q anchors where applicable to all connecting joists. 7/16"OSB 3"O.C.EDG[ 6d COMMON 6).Double up floor joists under walls that run parallel to the floor joist and under bathtu 1).All water supply,drainage and venting to be installed as per N.Y.S.Residential PLYWOOD 6"O.C.FIELD 3).For exterior panel siding,galvinized box nails shall be permitted to be substituted for common nails. 2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to stud framing members with Floors to have ceramic tile installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM 7" O.C.EDGE G>0.49.For framing members with 0.42<G<,the nail spacings shall be reduced to 6 inches o.c. on plans. WALLBOARD Sd COOLERS 10"O.0.FIEL) Q 7).Provide 2-1-3/4"thick microlams(height to match floor joists)around stairwell and/ r 2).Verify septic rystem with the Engineer for Suffolk County Health Department approval. other access openings unless otherwise noted(typical). FLOOR SHEATHING: 3).If wall studs,plates or joists are cut out during installation for any plumbing related work, NAIL NAIL provide adequate bracing and plates to protect and secure the structure.Vert with the JOINT DESCRIPTION 1).PROVIDE SO TYPE-X SH AND A X FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. 8).Dormers running up roof rafters are to be supported by double rakers on either side P q g P P �' QTY. SPACING 2).USE SIMPSON HANGERS AND ANCHORS WITH 2-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. where applicable unless otherwise noted. state code and manufacture's recommendation for maximum hole size and spacing permitted. STRUCTURAL PANELS 6"O.C.EDGE EGRESS OPENINGS MIN.5.0 SQ GRADE FLOOR 3).INSTALL 1-Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. HVAC SYSTEM NOTES Sd COMMO IN. SQ.FT.2ND.FLOOR) 1"OR LESS 12"O.C.FIELE MIN.S SILL-AFF 9).Provide blocking bridging in floor joists at 8'0 o.c..Use solid blocking in floor joists NYS Residential Code R302.11-FIREBLOCKING REQUIRED under all bearing walls. 1).Mechanical subcontractor is responsible for adhearing to all applicable codes and safety NOTES: Fireblocking shall be provided to art off all concealed draft openings(both vertical and horizontal) requirements. NOTE: and to form an effective fire barrier between stories,and between a top story and the roof space. 10).Provide insulation baffles at eave vents between rafters.Install draft blocking as THESE NOTES ARE ONLY TO BE REFERRED TO IF CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY Fireblocking shall be provided in wood-frame construction in the following locations. needed. 2).HVAC subcontractor is to fully coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. EXISTING CONDITIONS.MINIMUM 3000#CAPACITY. 1).1n concealed spaces of stud wall:and partitions,including furred spaces,at the ceiling and floor equipment supplier. levels.Concealed horizontal furred spaces shall also be firebl«ked at intervals not exceeding 10 11).Unless otherwise noted,all roofs and walls to have a minimum 1/2"thick,4-ply Fir 1).Nailing requirements are based on wall sheathing fee.Batts or blankets of mineral or glass fiber shall be allowed as fireblwking in walls const uc ed CDX exterior sheathing grade plywood.Plywood to cover over plates and headers. SOIL COMPACTION: g parallel rows of stud,or staggered studs. 3).HVAC subcontractor to provide final system layout drawing and submit it to the General nailed 6"on-center at the panel edge.If wall sheathing DRAWN BY. I'I fl Contractor and owner for final review and approval. is nailed 3"on-center at the panel edge to obtain higher 1).NEW FILL TO BE CLEAN OF ORGANIC MATERIAL CONTRACTOR 2).At all interconnections between concealed ces vertical and horimmal spasuch as occur at soffits, 12).Unless otherwise noted use 3/4"thick T&G PTS Fir or Advantech plywood subfloor TO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL drop ceilings and cove ceilings. ELECTRICAL NOTESshear capacities,nailing requirements for structural REMOVE AND ADD ADDITIONAL FILL AS NEEDED. : adhered with PL400 adhesive and screwed to floor joists.Finished floor to be installed members shall be doubled,or alternate connectors, 3).In concealed spaces between stair stringer at the top and bottom or the run.Enclosed spaces 77 ^^// 7^/ Over subfloor as per manufacture,Instructions. 2).COMPACTION OF NEW FILL SHALL BE AT LEAST 95%PROCTOR under stain shall comply with current N.Y.S.Residential Code. 4/L O/L O L` 1).All electrical to be installed as per N.Y.S.Residential Construction Code. such as shear plates,shall be used to maintain load pati. DENSITY(PER ASTM D 698 AND ASTM D 1557).COMPACT THE SOIL AT 12-13).All bathroom walls to have 1/2"thick moisture-resistant sheetrock.Garage walls and TESTED BY ALPROFIFTS FE ZONAL AOGENCY FOR COMNTRACTOR TO PACTIVE ON.ILL 4).flame openings products of combussttion es and dulls at ceiling and ow level,to mist the free passage o/ ceilings and over furnace to have 5/8"thick type-x sheetrock.All other parts of building 2).All electrical work shall be approved by a qualified Underwriter. 2).When wall sheathing u continuous over connected to have regular 1/2"sheetrock.All walls to be taped and finished. members,the tabulated number of nails shall be permitted 3),DO NOT BACKFILL UNTILL FIRST FLOOR DECK CONSTRUCTION, 5).F«Me firedoddng of chimneys and fireplaces,as required b'current N.Y.S.Residential Cade. 3).All electrical work to comply with 2014 NEC. to be reduced tol-16d nail per foot. INCLUDING SUBFLOOR,IS COMPLETE. SCALE: SEE PLAN 14).All roof with a pitch less than 4:12 shall be installed with an Ice&Water barrier or approved equal.Flat roofs shall be applied with a Fiberglas base sheet with an EPDM 4).Install Smoke detectors and Carbon Monoxide detectors throughout as per section R314 torch down type material over. and R315 of IRC. SHEET N0: 16).All sill plates and wood in contact with concrete to be pressure treated.Sill plates to EXTERIOR FIBERGLASS COLUMNS TO BE HB&G (I 1 be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. OR APPROVED EQUAL INSTALL WITH CAP AND BASES.USE WITH FLASHING CAPS TO COVER TOP Q ~ROFE � Al�