Loading...
HomeMy WebLinkAbout41699-Z g�fFOt,��o Town of Southold 6/12/2017 P.O.Box 1179 cm 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 39007 Date: 6/12/2017 THIS CERTIFIES that the building RESIDENTIAL ALTERATION Location of Property: 1250 Seawood Dr., Southold SCTM#: 473889 Sec/Block/Lot: 79.-8-6 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 6/5/2017 pursuant to which Building Permit No. 41699 dated 6/5/2017 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: ALTERATIONS TO AN EXISTING ACCESSORY GARAGE AS APPLIED FOR The certificate is issued to Higbee David 2016 Irry Trust of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED 17 uth ed Signature p�gUFFot��oTOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE o . . 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#: 41699 Date: 6/5/2017 Permission is hereby granted to: Higbee David 2016 Irry Trust 1250 Seawood Dr Southold, NY 11971 To: Alter an existing garage as applied for. Replaces BP# 39260 At premises located at: 1250 Seawood Dr., Southold SCTM # 473889 Sec/Block/Lot# 79.-8-6 Pursuant to application dated 6/5/2017 and approved by the Building Inspector. To expire on 12/5/2018. Fees: PERMIT RENEWAL $100.00 Total: $100.00 CA 11 Buil spector TOWN OF SOUTHOLD �gufFot��� BUILDING DEPARTMENT 'TOWN CLERK'S OFFICE o • 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#: 39260 Date: 10/9/2014 Permission is hereby granted to: Higbee, David 1250 Seawood Dr Southold, NY 11971 To: alter an existing garage as applied for At premises located at: 1250 Seawood Dr, Southold SCTM # 473889 Sec/Block/Lot# 79.-8-6 Pursuant to application dated 9/25/2014 and approved by the Building Inspector. To expire on 4/9/2016. Fees: CO -ADDITION TO DWELLING $50.00 SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $200.00 Total: $250.00 Building Inspector SOF SOpj�, c0UN1Y,� TOWN OF SOUTHOLD,BUILDING DEPT. 765-1802 , INSPECTION . [ ] FOUN TION 1ST [ ] ROUGH PLUMBING [ IF NDATION 2ND [ ] INSULATION [ FRAMING /STRAPPING [ ] FINAL [- ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE - '3 - - INSPECTOR ZA::5� jj � qT OF SOpTyo o l ia_ i�v � o ��'YOOUNi'l,�c� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] IKIGSULATION [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FIN L) REMARKS: 6 �►� lQg l� � V✓ 00V DATE Ym INSPECTOR FIELD INSPECT' NREPORT DATE COIv=NTS FOUNDATION(IST) FOUNDATION(ZND) Al 11 . ROUGH FRMAING& PLUMBING INSULATION PEA N.Y. � y STATE ENERGY CODE �r a FINAL -�-I r c 9 a•t creel i- -�5 / ', �r tv TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4&ts of Building Plans TEL: (631) 765-1802 �Planning Board approval FAX: (631) 765-9502 S rvey SoutholdTown.NorthFork.net PERMIT NO. �. � /heck Septic Form N.Y.S.D.E.C. Trustees C C.O.Application Flood Permit Examined ,20JI Single&Separate SEP 2 rJ 2014 Storm-Water Assessment Form Contact: Approved /,D ,20 11' BLDG DEPT Mail to: Disapproved a/c TOWN OF SOUTHOLD Phone: Expiration ,20ALP— 74S -,i�A W Building Inspector APPLICATION FOR BUILDING PERMIT Date r -, 20 /1 INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and sdbmitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application,may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used'in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of,the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions,or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances,building code,housing code, and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. (Signa ure of applicant or na e,if a corporation) s g,SZ Ski C- �� So✓7 � (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder 1,1A11r� Name of owner of premises / �9�-✓ (As on the tax roll or latest deed)" If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: I -A1 V6- House House Number 'Street Hamlet - County Tax Map No. 1000 Section '7°1 Bloc lC,w `''` „;�;'`'11'`' Lot ?7 ilP 1 let�i •: ' ! 1Rliia3-.-s��f•91"t�..:J:�i�E�Ctis:�f 1 Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy IA l tialiy b. Intended use and occupancy ft fl-i 5�� do% (Cy2 3. Nature of work(check which applicable):New Building Addition Alteration c� Repair Removal Demolition Other Work ll&(SwG 'cam 4T /Zd o/' (Description), 4. Estimated Cost `/40e o Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number;of dwe)ling units on each floor If,garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. i(I!'7/¢/(y l��s► r�Cr 7. Dimension_s of existing structures, if any: Front Rear `J% Depth /y a / Height Number of,Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height �--) -�-j Number of Stories 8. Dimensions of entire new construction: Front /a-- Rear-- Depth �2 3 Height Number of Stories- 9., Stories9., Size of lot: Front %1!; ,`73 Rear // Depth 10. Date of PurchaseName of Former Owner G-iM 1`7#W 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation?YES NO r/ 13. Will lot be re-graded? YES NO-,,-"'Will excess fill be removed from premises?YES NO 14.Names of Owner of premises R Ylar-- kddress 1:90,Wftvo7 �>A Phone No. G 51-2V�Y7017 Name of Architect 1!-!:ji,eAy S10-A--,VA6 Address Phone No 01 -?3Y- R?9Y Name of Contractor, Se-AoZ,-,)6A Address P-1),6o,X 9 Y Phone No. (3/- _5i�iv ,6,-Z-p 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES', D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO—Lz,*" * IF YES, PROVIDE A COPY. STATE OF NEW YORK) �1 SS: COUNTY OF J tk 'L ba i iJ P m' qh, e being duly sworn,deposes and says that(s)he is the applicant (Name of individual signin contract)above named, (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 knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Swoorrn�before me thi //-- day of Fe&i 20 1 NotdTubfic Signature of App • ant PENFIY BEOELL -, Notary,PubliC;,$tate'of New York No.01816099317 Qualined�in dffolk County Commission Expires Sept.29, 0 J Scott A. Russell ST0]RMWA\T)E1K SUPERVISORI�MIAI�A\�G 1E1\\41EN T SOUTHOLD TOWN HALL-P.O.Box 1179 d 53095 Main Road-SOUTHOLD,NEW YORK 11971 Town of So u th o l d CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) f DOES THIS PROJECT INVOLVE ANY OF THE FOLLOWING: Yes No (CHECK ALL THAT APPLY) ❑� A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ❑® B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. SiteDr-eparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑[� D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑® E. Site preparation within the one-hundred-year f loodplain as depicted on FIRM Map of any watercourse. ❑[� F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. APPLICANT (Property Owner,Design Professional,Agent,Contractor,Other) S.C.T.M. #: 1000 Date - APPLICANT "" Distract /� NAME yr-� t� 6• /1 /l/�J��1� —L �S Section Block Lot r `" - �,s,,,,�/iQK:k-<FOR BUILDING DEPA1?"1'\lFN-F UF ONLY ,x�$ Contact Information �2 Reviewed By: IAOICW (,l f ate. � Property Address / Location of Construction Work- — — — — — — — — — — — — — — — — Approved for processing Building Permit �� ��= Stormwater Management Control Plan Not Required — — — — — — — — — — — — — — — — — ❑ Stormwater Management Control Plan is Required. (Forward to Engineering Department for Review) FORM # SMCP-TOS MAY 2014 S V V V V V V V V V V V V N -i T O w -i p T f/1 y� O g m lD O m 3 C rn m 5 m 3 c u M cn m � » n rFo N� o ns�? g cr $$�o3 w a m ^ .dN. m a -i N m m c m fD n zn OCL c y � g $a a N o3m A imp g o. - 3 mv !D v^i m O v :5 p x M m m 0 0 N 7 9 F+ 3 a+ A 3 n O 3 V S �•IF s l � s i N N .l 3 Z;o i a6ed lwlq'luud/lau•wnwildo-liewgam-:)mn//:sdllq s• x t t ra M wjuo1 o yoSnaiS>i9pawgoS uanalS:ol < n91S>JapeayoS u2na1S owo.JA 103 WV L9:6S:918 SIOZ'4Z LPJeW:Oleo :96essaw papiemjol ul6ag auogdi Aw wog)ueS< < <1eu euyuoldo@gosnels>iepeagaS uenelS.01< <woo ew@gosne)S>JapeoJipS uenelS.waj< 103 WV L9 6V9 9 LOZ'4Z gweW:9180< e6essaw pepiemiol ulBeg< u wluol 14em JI ` of wd ZO:S SiOZ'bZ g3aeW'Aepsanl 8380 'WOO lewl)Vtl%LUOIONOet4Sl> paayo I wojj :pmj 1-fgnS Nd OZ:8 Si/bZ/£ Southold Town Building Department P.O.Box 1179 o� Permit#: 39260 ' 53095 Main Rd o - Southold,New York 11971 Permit Date: 10/9/2014 (631)765-1802 Expiration Date: 4/9/2016 Parcel ID: 79.-8-6 BUILDING PERMIT RENEWAL LETTER Dated: 5/24/2017 Applicant: Higbee,David Location: 1250 Seawood Dr, Southold Work Description: RESIDENTIAL ALTERATION alter an existing garage as applied for A FEE OF $100.00 IS REQUIRED TO RENEW THIS BUILDING PERMIT. Owner: Higbee, David Address: 1250 Seawood Dr Southold,NY 11971 The permit listed above has expired. No work is permitted or authorized beyond the expiration date. Please submit the above fee made payable to the Town of Southold. Mail to the Town of Southold Building Department, P.O. Box 1179, Southold,New York 11971 THANK YOU, SOUTHOLD TOWN BUILDING DEPT. , 1 Tor Or- SOUTMOLD 02 ®PE 7V RECORD CARD ° OWNER STREET --2 VILLAGE DISTRICT SUB. LOT FORMER OWNERJ Iv E 4 ACREAGE W TYPE OF BUILDING RES. /6 SEAS. VL. FARM COMM. IND. CB. I MISC. LAND IMP. TOTAL DATE - REMARKS ,.�-- tr) n d. 01¢! -�7 d4,; 17 I I n-)� 131F, 0-0 7,;7A�; O� Comm �d Z r21D N 0- ?/(0�i� AGE BUILDING CONDITION NEW NORMAL BELOW ABOVE Farm Acre Value Per Acre Value Tillable 1 Tillable 2 Tillable, 3 Wcodland Swampland Brushland House Plot Y Tcra I ami 17 4.cr4„ ti •_ 3 T y�v,l�n�'��\'�'F{t,$Y�taT{`,)�Yy�J�.J'�..aa^^,�in-b••..SY�iF'�r. t4 Fi�Y`,t� • f �.?"'t:{Je y.?;n'Prol"i.>.,�� }{'^+'S1,..eR+..^ T�%�S'Y �1�/�.,� ro5�•:.Y"�rvS,}`j4� i(' .` �i:i a ..fir�^, .,:F.k�«4��m,i •'(t� T� ��c�'_Fl�� S.t:1s `{r' '' Ps. � 5 1. PIE ''r! k .-JI in �'. , '� fy'�.'•r`'? ;5``'.p' ',.1.' -k.:-`:<+"^Y5`...,:r..7"'.�'...' aa�C,s.+S. -w '44- *,,_ '. a i,5-V '"�.. - z ',."-S'xiYa;f.. "§•'.�' si i'�".,o-...i_�":.%.'*4?ad?•''aw.wY:.i i L, "na r`3 -,1' S �':- "^• :r-Z.��o' � .Yi.�'.':j,�.��J:I.'.j: .L�.n:^;j�«•-.r.. �'r�"b"�'e � 79.-8-6 4/12 1` -q:. .'.i.. ^7 -s �%'...»+9x;.<..,�_• .x,,y...,',,,y. j.'st+'_-2'P 4¢.-�.'N'rNRL ;. . f M. Bldg. r 7� /r -:ca/C� •s',, M�} Fo ndation Bath _. Extension J Basement Floors ��• �(f ii Ext. Walls �a� Interior Finish Extension Extension 'Fire Place Heat Porch Attic Porch Rooms ]st Floor (�tlti--ter 0.�-�� Patio Rooms 2nd Floor Breezeway, Garage �3`Cf 2'.��1 6r'. V.;�710•v:, Driveway 0. B. 1.Z'- , i j N ! NAILING SCHEDULE PLAN CONTENTS: �' I GF NOTES WIND FRAMING NOTES i Z- ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 REI NTiA ! z 1).RIDGE-TO-RAFTER ASSEMBLY: N NOTES BUILDING USE DWELLING a Y ' 1-1/4"x20 gauge strap shall be attached to each pair f JOINT DESCRIPTIO rafters in accordance to table 3.4. NAIL NAIL � When a collar to is used in leu of a ridge strap,the number of 10d common nails required QTY. SPACING BUILDING HEIGHT ,F .O 1 CONSTRUCTION NOTES: in each end of the collar tie need not exceed the tabulated number of Bid nails in the strap. RAFTER TO 8'WALL:3-8d COMMON EACH TOE-NAIL TOTALS . FT. OF CONSTRUCTION y .* j TOP PLATE 10'WALL:4-8d COMMON RAFTER oh c -41 ! 1).The information within this set of construction documents is related to basic design 2).RAFTER-TO-WALL ASSEMBLY: DESIGN CRITERIA PRESCRIPTIVE AS PER N.Y.S. RESIDENTIAL CONSTRUCTION CODE AND = * aI intent and framing details.They are Intended as a construction aid, Lateral framing and shear wall connections for rafter,ceiling or truss to to late shall be in CEILING JOIST 8'WALL:3-8d COMMON EACH C ! riot a substitute log 9 P P TOE NAIL 1995 SBC HIGH WIND EDITION WOOD FRAME CONSTRUCTION MANUAL Q1 rn 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 TO TOP PLATE 10'WALL:4-8d COMMON JOIST N 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 FRAMING ELEMENTS A PER FLOOR PLANS. CROSS SECTION AND GENERAL NOTES w o 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 LAP NAIL EXT. BALCONIES 6 0 tX 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 DECKS 4 Cof 2).The General Contractor is responsible for ensuring that all work and construction 3).WALL-TO-WALL ASSEMBLY: OVER PARTITION WFCM-SBC LAP NAIL ATTICS w/o STORAGE 1 ! 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 w/ STORAGE 2 V .21 { j TO RAFTER WFCM-SBC END NAIL DESIGN LOAD CALCULATIONS to I These codes are to be considered as part of the specifications for this building and accordance with table 3.3b.When wall studs above do not fag in line rvirii studs below,the ROOF (GROUND SNOW/ LOAD) 20 � f` should be adhered to even R in variance with the plan. studs shall be attached to a common member in the floor assembly Oth uplift connectors in BLOCKING EACH TOE ! (LIVE LOADS PSF) ROOMS OTHER THAN SLEEPING 4 LO accordance with table 3.3. TO RAFTER 2-8d COMMON END NAIL ( ) ROOMS (SLEEPING) 3 3}.Dimensiais sh3N take precedent over scaled drawings. 4).WALL ASSEMBLY TO FOUNDATION: RIM BOARD 2-16d COMMON EACH END STAIRS 4 (DO NOT SCALE DRAWINGS). TO RAFTER END NAIL First wall studs shall be connected to the foundation,sill plate,or bottom plate with uplift GAURDRAILS (ANY DIRECTION) 2p 4).The engineer has not been engaged for construction supervision and assumes no connectors.Steel straps shall have a minimum embedment of 7 Irches In concrete WALL FRAMING: responsibility for construction coordinating with these plans,nor responsibility for foundation and slab-on-grads,15 inches in masonry block found;tions,or lapped under - EXPOSURE CATAGORY NAIL N oonstruction means,methods,techniques,sequences,or procedures,orfcr safety the plate and nailed in accordance with table 3.3b.When steel straps are lapped under the JOINT DESCRIPTION AIL NOTES LOAD PATH SEE CONSTRUC(ION AND'iriiVk"! PATH CONNECTION #' 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 QTYSPACING 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 2-16d COMMON PER FACE NAIL ROOF - FOUNDATION DETAIL PAGE & GENERAL NTE PAGE 3 anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all TOP PLATE FOOT SEE NOTE: t NAILINGCHEDU SEE GENERAL NOTE PAGE 5).Refer to the Window and Door schedule for exterior openings. comers.• TOP PLATES AT JOINTS FACE EGRESS _ SE FLOOR PLANS AND WINDOW SCHEDULE _ a 4-16d COMMON - -•-. INTERSECTIONS FA.SIDE NAIL ! 6).The General Contractor is to ensure that masonry or prefsbra'ted fireplaces meets 5).TYPE 1 EXTERIOR SHEARWALL CONNECTIONS: -- FIRE PROTECTION STUD TO 24" FACE SEE FLOOR PLANS or exceeds manufacture's specifications and applicable codes. Type I exterior shear walls with a minimum f 7/16 incth wood structural panel on the exterior STUD 2-16d COMMON OCNAIL SMOKE do CO2 DETECTORS � attached with Bid .O.C.common nails at 6"o.c.at the panel edges ane 12"o.c.in the field,and TRUSS DESIGN N/A - STANDARD STICK FRAME CONSTRUCTION 1/2 inch um wallboard on the interior attached with 5d caller rails at 7"o.c.at panel HEADER TO 16"O.C. FACE .... 7}.The General Contractor is to kxnsuR with the owner for all built-in Rema 9YPs Pa 16d COMMON 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 HEADER ALONG EDGES NAIL ENERGY CALCULATIONS RESCHECK 1b RELEASE 1 in table 3.15a-b. TOP OR BOTTOM 2-16d COMMON PER 2x4 STUD END Z 8).Wind load requirements shall be taken into account during construction. PLATE TO STUD ;3-16d COMMON PER 2x6 STUD NAIL - - 6).TYPE 11 EXTERIOR SHEARWALL CONNECTIONS: BOTTOM PLATE TO: C1 FOUNDATION NOTES: Type II exterior shearwans shag meet the requirements of table 3.15a-b times the appropriate FLOOR JOIS',.BAND JOIST, 2-16d COMMON PER FACE NAIL .� 1).The General Contractor and Mason to review plans,elevations,details and notes to length adjustment factors in table 3.16. END JOIST OR BLOCKING FOOT SEE NOTE:1,2 j determine intended heights of finished floors)above typical grade. 7).INTERIOR SHEARWALL CONNECTIONS: FLOOR F RAM I N G: 6•` 2).An footings to rest on undisturbed(virgin)soil.Assumed bearing 3000psf Allowable sldewall lvided lengths proM table 3.14 Mail be permitted to be Increased when -% ._ interior shearwafls are used.Sheathing and connections shall be in accordance with JOINT DESCRIPTION NAIL NAIL NOTES • � 2.4.4.2 and 2.2.4 respectively QTY. SPACING 3).Provide 1/2"expansion joint material between concrete slabs and abutting JOIST TO- PER TOE CLIMATIC & GEOGRAPHIC DESIGN) CRITERIA masonry 8.CONNECTIONS AROUND EXTERIOR WALL OPENINGS: 4-bid COMMON concrete or ma walls k>xtnri in exterior or unheated Interior areas. SILL TOP PLATE OR GIRDER JOIST NAIL i ' GROUND WIND SEISMIC FROST WINTER ICESHIELD FLOOD .�,. Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT V 4).Any new concrete walls belay attached to existing concrete stricture shag with table 3.5.Window sill plates shag be have steel connectors it accordance with table TO JOIST 2-8d COMMON END NAIL LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED HAZARDS be installed with 04 re-bar,18"long at 12"o.c..Use approved epoxy for installation. 3.5 BLOCKING EACH TOE MODERATE SLIGHT TO j T 2-8d COMMON LBS. 120 B SEVERE 3 FT. 11 5).Unless otherwise noted,all slabs on rade to be 2500 s.l..Coracle to be TO JOIST END NAIL ) g p• 9).CATHEDRAL CEILING ASSEMBLY: TO HEAVY MODERATE poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing.Interior slabs Where a ridge is to be used as a structural beam,the rafters shall either be notched and BLOCKING T0: EACH TOE to be minimum 3-1/2 inch thick, along tits Wanon pof the beam or slope ceiling part of the ing.nectors shall Connectionsto the ridge and wall sto each hall be be e SILLLEDGER STR PLATE 3 16d COMMON E CHK NAIL ACE ROOF SHEATHING REQUIREMENTS_ FOR WIND LOADS: 0 L� 6 Crawls to be provided with a minimum 18"x24"access Install one 3-16d COMMON NAIL SPACING NAIL SPACING AT INTERMEDIATE i )• paces p �m9• attached with the above requirements. TO BEh_.! JOIST NAIL SHEATHING LOCATION TES 8x18 cast ton foundation vent for every 150 sq.ft.of area. JOIST ON LEDGER PER TOE AT PANEL EDGES SUPPORTS IN THE PANEL FIELD DECK AND COVERED PORCH NOTES: TO BEAM 3-BdCOMMON JOIST NAIL Q 7).Dampproof exterior f foundation with bituminous coating as per section R406 f 4'PERIMETER EDGE ZONE ✓'d COMMON @ 6"O.C. Bid COMMON @ 6"O.C. SEE NOTES:1,3 N.Y.S.Residential Construction Code.A 6-mil polyethylene film shag be applied over 1).Unless otherwise noted,all framing material to be#1 ACQ pressure treated lumber. BAND JOIST PER END •� i the below grade portion f exterior walls prior to backfilling. All fasteners,hangers and anchors to be galvinized or stainless steel. 3-16d COMMON SEE NOTES:1(BOTH FIELDS) TO JOIST JOIST NAIL INTERIOR ZONE 8d COMMON 6"O.C. 8d COMMON 12"O.C. NOTE:2 FOR PANEL FIELD BAND JOIST TO:: PER TOE NAIL 8).Drainage as per section R405 f N.Y.S.Residential Construction Cnde. 2).Girders for deck Joists to be boned to each post with washers and nuts. SILL OR TOP PLATE 2-16d COMMON FOOT SEE NOTE:1 GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON®4'O.C. 8d COMMON 4"O.C. SEEN TES:1,3 FRAMING NOTES Girders on concrete piers shall be anchored with proper steel connectors anchored - - into concrete with a minimum 1/2"dia x 7"loanchor bolt with washers and nuts. ROOFSHEA T H I N NOTES cC�� 1 1).AN framing techniques and methods as prescriptive design of%%SBC High Wind3).Posts supporting girders shall be anchored to a 12"x12"x12"thick concrete footing. JOINT DESCRIPTION NAIL NAIL NOTES THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY, �+ Edition Wood Framing Construction Manual. ZLX�J Use a minimum 1/2"dia x 7"long anchor bolt with washers and nuts.Footings Shall QTY. SPACING be 3 ft.below grade.Concrete piers to be used with all porches/dec ks with roofs or pergules. STRUCTURAL PANEL 6d AS PER TABLE 3.8 1).For roof sheathing within 4 feet f the perimeter edge f the roof,including 4 feet or earth:Ale of the roof peak, 2}.Unless otherwise rioted,all framing and structural wood material to be#2+BTR. WFCM-SBC the 4 foot perimeter edge zone attachments r>quired shah be used. Douglas Fir. 4).Deck joists to have blocking at 8'0 o.c.. 1 CEILING SHEATHING: 2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. 3).Floors,walls,ceilings and rafters to be spaced at 16 inches o.c.unless noted 5).A minimum of 10 inch flashing shah be installed between the building and ledger.� NAIL NAIL For framing members with<0.42<G<0.49,the nail spacing shall be reduced to 6 inches o.c. otherwise. JOINT DESCRIPTION NOTES Ledger ib be fastened b building with 112"dia.bolts with washers and nuts QTY. SPACING where needed. GYPSUM 7" O.C.EDGE 3).Tabulated 4 Inch o.c.nail spacing assumes sheathing to rafter/truss taming members with G>0.49.For 1 4).Unless otherwise noted,all bearing wall headers to be(2)2x10#2+BTR.Doug.Fr. 15d COOL1:RS framing members with 0.42<G<0.49,the nail spacing shah be reduced to 3 inches o.c. Bearing wall headers to have(2)Jade studs and(2)full length studs on each side f all 6).Concrete piers shag be a minimum 6"above grade. WALLBOARD 10"D.C.FIELD openings.LVL headers to have(3)jack studs and(2)full length abide on each side of i WALL SHEATHING: � openings.Bearing wall window sills shag also have(2)window all plates for 2x4 wall7) An joists to be supported with hangers and anchors.Each Joist shall also be anchored openings between 41 and 6'0 and 2x8 wall openings between 511 and 8'9.Provide fire to girders). JOINT DESCRIPTION NAIL NAIL NOTES j and blocking where applicable. QTY. SPACING WALL SHEATHING REQUIREMENTS FOR WIND LOADS: 8).Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL AS PER TABLE 3.9 NAIL SPACING NAIL SPACING AT INTERMEDIATE i 5).All flush beamsRheaders to be installed with heavy duty gelvinized hangers and PANELS Bid COMMON WFCM-SBC SHEATHING LOCATION NOTES AT PANEL EDGES SUPPORTS IN THE PANEL FIELD and,orswhereapplicabletoancon,nectingjoists• PLUMBING NOTES 7/16"OSB �COMMON 3"O.C.EDGE SEE NOTES:1,?!BOTH FIELDS) 6).Double up floorjoists under walls that run parallel to the floor joist and under bathtubs. 1).All water PLYWOOD 6"O.C.FIELD 4'EDGE ZONE 8d COMMON C 6"O.C. 8d COMMON C 12' soppy,drainage and venting to be installed as per N.Y.S.Residential NOTE:2 FOR PANEL FIELD Floors to have ceramic rile installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM 7" O.C.EDGE INTERIOR ZONE Bid COMMON C 6"O.C. 8d COMMON @ 12"O.C. SEE NOTE:3 on plans. WALLBOARD COOLERS 10"O.0.FIELD 2).Verify septile:system with the Engineer for Suffolk County Health Department approval. FLOOR SHEATHING: NG�1- _ •i ES 7).Provide blocidrKpbridging in floor joists at 8'0 o.c..Use solid blocking in floor Joists under all bearing walls. 3).If wan studs,plates or joists are cut out during Installation for any plumbing related work, NAIL NAIL THESE NOTES ARE ONLY TO BE REFERREDT©It MENTIONED IN SCHEDULE NOTES ONLY. ,: '' Z provide adequate bracing and plates to protect and secure the structure.Verify with the JOINT DESCRIPTION QT, SPACING NOTES 8).Provide insulation baffles at save vents between rafters.Install draft blocking as state code and manufacture's recommendation for maximum hole size and spacing permitted. STRUCTURAL PANELS 6"O.C.EDGE 1).For well sheathing within 4 feet f the comers,the 4 foot edge zone attachment requirements shah ! needed. HVAC SYSTEM NOTES 1"OR LESS COMMON 12"O.C.FIELD be used. D,4TE' 9).Unless otherwise rioted,all roofs and wails to have a minimum 112"thick,4-ply Fir 2.Tabulated 12 inch o.c.nails c a ` CDX exterior sheathingplywood. 1).Mechanical subcontractor is responsible for adhearing to all applicable codes and safety NOTES. ) spacing saunas aheng attached to stud framing members with FEE:=� U 1 U C� 9 P Y to cover over plates and headers. requirements. G>0.49.For framing members with 0.42<G<,the nail spacings shell be reduced to 6 inches o.c. - IF NOTIFY SUILr. " THESE NOTES ARE ONLY TO BE REFERRED TO,r ��. 10).Unless otherwise noted use 3/4 thick T$G PTS Fir or Advantecti plywood aubtloor 2),HVAC subcontractor Is to fully coordinate all system data and requirements Mth the MENTIONED IN SCHEDULE NOTES ONLY. 3).For exterior panel siding,galvanized box nails shall be permitted to be substituted bstituted for n nalls. 7G5 1802 S / ; adhered with PL400 adhesive and screwed to floor joists.Finished floor to be installed equipment supplier. FOLLOW 'G I over subfloor as per manufactures instructions. 1).Nailing requirements are based on wall sheathing nailed 6"on-center at the panel ed If wall sheathing1. FO U N A T I0' - ; FOR P URLD 3).HVAC subcontractor to provide final system layout drawing and submit it to the General Pa 9e• � � 11).AN bathroom welts ib have 112'thick mdsttne-resistant sheetrock.Garage walls and « ) Contractor and owner for final review and approval. Is nailed 3'on-center 3,the panel edge to obtain higher ceilings and over furnace to have 518"thick type-x sheetrock.Ali other parts f building - shear capacities,nai:ng requirements flex structural 2. ROUGH FRA%I i`J'- ;;!; to have regular endfiniar,ed. ELECTRICAL NOTES: STRAP NG, ELF-.-'-,, 1L �, ; reg P� members shall be doubled,or alternate connectors, ! such as shear plates sh9ll be used to maintain load path. 3. INSULA,!ON 12).AN roof with a pitch less then 4:12 shall be Installed with an Ice$Water barrier or 1).All electrical to be installed as per N.Y.S.Residential Construction Code. approved equal.Flat roofs shall be applied with a Fiberglas base sheet with an EPDM 2).When wall sheat}ling is continuous over connected 4. FINAL 0 S T P' torch down type material over. 2).All electrical work shall be approved by a qualified Underwriter. members,the tabula ted number of nails shall be permitted 4 MUST BE COfu1 PLL 'r 0. 13).AN sill plates and wood In contact with concrete to beroughout its per section R317 to be reduced toll- 16d nail per foot. ALL CONSTRUCTION <<•' ^; i T pressure treated.SIII plates to 3}.Install Smoke detectors and Carboni Monoxide detectors th • be installed with a foam sill gasket and cop-r-tax termite shield or approved equal. of N.Y.S.Residential Constnuctiori Code. REQUIREMENTS O to V ! DESIGN`OR ONS i RUL, kith, I Lu"4 1b riNtj V,� CONSTRUCTION DETAILS & WIND LOAD PATH CONNECTION DETAILS WIND RESIS] ANT CONSTRUCTION CONNECTORS I - CONNECTION LOCA-ION: PART NUMBER: NOTES: N 0 RIDGE-TO-RAFT _RS LSTA24 APPLY TO EACH PAIR OF RAFTERS RAFTER-TO-VVIL RT20 APPLY TO EACH RAFTER z APPLY TO EACH RAFTER } \0 RAFTER-TO-PLATE RT15 USE WITH SPTH4 CONNECTOR RAFTER NOTCHED RAFTER } 0 RIDGE PLATE-TO-WALL STUD SPTH4 APPLY TO EACH WALL STUD c RIDGEN 2ND. FLOOR WALL-TO-1 ST. FLOOR WALL KLFTA OR MSTA36 APPLY TO EACH WALL STUD w o M 0 ix HEADER-TO-JACK STUD LSTA12 APPLY TO EACH JACK STUD o v .a CRIPPLE STUD-TO-I !EADER RT3 OR RT7 APPLY TO EACH CRIPPLE STUD SHEAR WALL HOLDDOWI\.: ANCHORADS5 APPLY TO EACH SIDEWALL END ILo jLo WRAP UNDER DOUBLE SILL PLATE TYPICAL RIDGE TO RAFTER STRAPPING TYPICAL RIDGE BEAM TO RAFTER STRAPPING 1ST. FLOOR-UNDER-ELL PLATE MSTA36 OR RS16-R USE WITH 3" SQUARE WASHERS USE THE FOLLOWING OR APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. L RAFTER - ) PROVIDE 1/2" SPACING .� BETWEEN THE END STUD ANCHOR BOLT CONNECTION 4 Z AND THE 2 OTHER STUDS RAFTER FOR ALLOWING CONNECT CORNER STUD ANCHOR BOLT CONNECTION SUPPORTIFOUNDATING SMMAxMUM'SPACING 4j HOLDDOWN INSTALLATION TO TRANSFER SHEAR SILL PLATE TO FOUNDATION 1 STORY 72•PC .r � TOP PLATE FASTEN WITH 2 16d CRAWL SPACE OR FOOUNDATION SILL PLATE TO FOUNDATION TOP PLATE COMMON NAILS @ 6" O.C. CRAWL SPACF OR FOUNDATION 2 STORIES 3s�oC O WALL BOTTOM PLATE TO FOUNDATION 1-2 STORIES 5 = t WALL STUD SLAB-ON-GRADE -r OC WALL STUD SIDEWALL ENDWALL USE WITH 3x3 SQUARE WASHERS (USP LBPS58 OR BP583) V TYPICAL RAFTER TO WALL STUD CONNECTION ALTERNATIVE RAFTER TO WALL STUD CONNECTION SHEAR WALL CORNER CONNE C—T LO N �L 2ND. FLOOR WALL STUD KING STUDS 4-% j 2ND. FLOOR PLATE # WNW SUBFLOOR WOOD JOIST n CRIPPLE'�.STUD •; RIM BOARD HEADER { BLOCKING WOOD JOIST 1 ST. FLOOR TOP PLATES GIRDER/HEADER JACK STUDS W WOOD GIRDER WOOD JOIST 1ST FLOOR WALL STUD 1 bi ir I TYPI L ADRCONNECTIONj V . fl I JOIST FRAMING OVER WOOD GIRDER JOIST FRAMING FLUSH WITH GIRDER/HEADER TYPICAL MULTI-STORY CONNECTIONS h � +_ .. 1'S'T. FLOOR WALL STUD 0 , ` 1 ST. FLOOR PLATE SUBFLOOR �'`' a � SILL GASKET , TERMI E SHIELD WALL STUD WALL STUD RIM BOARD ® & I � ; BOTTOM PLATE BOTTOM PLATE - BATHTUB SUB FLOOR DOUBLE SILL PLATE DBL. SILL PLATES DOUBLE JOIST DOUBLE JOIST TO OVERLAP JOINTS) - FOUNDATION WALL FOUNDATION WALL _' - ° -` SILL PLATES TO FOUNDATION ANCHORING DOUBLE JOIST FOR UNDER A BA 'HTUB DOUBLE JOIST FOR NON-BEARING WALLS ter. 1 ST. FLOOR TO FOUNDATION CONNECTIONS i - , OFESSIONk i W1 'JD RESISTANT CONSTRUCTION CONNECTORS N DECK & PORCH CONSTRUCTION DETAILS & WIND LOAD : 'ATH CONNECTION DETAILS CONNECTION OCATION PART NUMBER NOTE.5 ­4 4x4 x4 POST TO FOOTING ANCHOR PAU44 OR WE44 PAU44: USE w MIN. 1/2" DIA. x 7' ANCHOR B T >. x6 POST TO FOOTING ANCHOR PAU66 OR WE66 PAU66: USE w MIN-1/2" DIA. x 7' ANCHOR B T, Z V 4P GR 4 P K44 USE ONETYPE R EACHP x6 POST TC GIRDER HEADER DBS66 PBSE66 KC66 USE ONE TYPE FOR EACH POST rn OST COLUM TO GIRDER HEADER LSTA12 OR LSTA24 USE 2 FOR EACH POST COLUMN g i=RAFTE STAIR STRINC. 'R CONNE TION TMU26 OR MPA1 USE ON EACH STRINGER w N AF R I : TO HEADER TYDOWN RT15 USE FOR EACH RAFTER c o M 0 ;GER BOARD TMU26 OR MPA1 USE ON EACH RAFTER. MPA1 USE ONLY AFTER TO Lt °C �° RAFTE WH RE TMU26 CAN NOT BE USE V° LEDGER U. = THE FOLLOWING OR APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. rn F( LOW MANUFACTURE'S RECOMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPA ITY. in RIDGE HEADS NAILING SCHEDULELO ROOF FRAMING: RAFTE IV JOINT DESCRIPTION NAIL NAIL NOTES QTY. SPACING RAFTER TO 8'WALL:a4d COMMON EACH TOE-NAtL TOP PLATE 10'WALL:4-8d COMMON RAFTER CEILING JOIST 8'WALL:3-8d COMMON EACH TOE-NAIL TO TOP PLATE 10'WALL:4-8d COMMON JOIST JOIST TO AS TYPICAL RIDGE TO RAFTER STRAPPING RAFTER TO WALL CONNECTION ALTERNATIVE RAFTER TO HEADER CONNECTION PEARAL ILING ELL RAFTER WFCM-SSBC LAP FNAIL CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE L OVER PARTITION WFCM-SBC LAP NAIL COLLAR TIE AS PER TABLE 3.4 EACH FACE TO RAFTER WFCM-SBC END NAIL STAIR TREAB— BLOCKING 2-Ad COMMON ME EACH GIRDER/HEADE AI TO RAFTER ENO NAIL •A TO RAFTER ERIM BOARD ACH END ND NAIL RIM BOAR 2-16dCOMMON W POST— WALL FRAMING: w i r; APOST/C0LUM STRINGER JOINT DESCRIPThDN r;QSPACING TOP PLATE TO 2-16d COMMON FACFETNEsA ILRIM/DECK JOI o TOP PLATE FOOT eft o TOP PLATES AT 4-16d COMMON JOINTS FI4CE 41 STRINGER TO DECK/PORCH CONNECTION _ INTERSECTIONS EA SIDE NAIL S .� GIRDER/HEADER TO POST/COLUMN CONN CTION STUD TO 2-16dCOMMON�24' FcE Q� STUD O.C. NAIL 4A HEADER TO 18d COMMON 16.O.C. FACE •.� HEADER ALONG EDGES NAIL POST TO DECK/PORCH CONNECTION TOP OR BOTTOM 2-16dCOMMON PFR ix4STUD END VJ BOOM PLATES D 3-16d COMMON PER x6 STUD NAIL FLOOR JOIST,TO BAND JSTUOIST, 2-16d COMMON FOOT FACE NAIL END JOIST OR BLOCKING DECK JOIST FRAMING: JOINT DESCRIPTION QN SPACI NOTES N GIRDER/HEADS JOIST TO: PER TOE O 4-lid COMMON ,, ♦ SILL,TOP PLATE OR GIRDER JOIST NAIL T GIRDER/H E A D E BRIDGING 2-6d COMMON EACH TOE L 1� i TOJ01i - END NAIL A! � I JOIST BLOCKING EACH TOEPOST/C0LUMN 2-8d COMMON o f`^V END NAIL (` LOCKING TO: EACH TOE SILBL OR TOP PLATE 3.16d COMMON BLOCK NAIL = v� POST/COLUMN A, LEDGER STRIP 3-16d COMMON EACH FACE W TO BEAM JOIST NAIL 43 '1 GIRDER/HEAD E JOIST ON LEDGER 3 Bd COMM PER TOE .� TO BEAM - ON JOIST NAIL •'�' BAND JOIST 3-18d COMMON PER END W TO JOIST JOIST NAIL BAND JOIST TO: 2.i6d COMMON PER TOE NAIL SILL OR TOP PLATE FOOT GIRDER/HEADER TO POST/COLUMN CONNECTION GIRDER HEADER TO POST COLUMN CONNECTION JOIST TO GIRDER/HEADER CONNECTION NAIL NAIL JOINT DESCRIPTION NOTES - QTY. SPACING i STRUCTURAL PANEL 8d AS PER TABLE 3.8 WFCM-SBC DECK AND COVERED PORCH NOTES: 1).Unless otherwise noted,all framing material to be 111 ACQ pressure treated lumber. All fasteners,hangers and anchors to be galvinized or stainless steel. 2).Girders for deck joists to be bolted or anchored to each post or pier with i vashers and nuts. Glydem on concrete piers shall be anchored with proper steel connectors snbinored GIRDERinto concrete with a minimum 1l2"oia x r long anchor bolt with washers and nuts. 3).Posts supporting girders shall be anchored to a 12'x12•x12"thk*"fooling- • Use a minimum 12•die x 7"long andmr bolt with washers and nuts.Footings Shah POST • Q be 3 ft below grade.Girders with roofs shall have 12'dia.concrete piers 3' grade. WOOD J O I 4).Deck joists to have blocking at 8V o.c.. „ "A v' - 5).A minimum of 10 Inch lashing shall be installed between the building a ledger. CONCRETE P i E ` 1^V` A " GIRDER/HEADER edgero be fastened ro building with 1/2"dna.bolts with washers and Huls ",>�- 12"x12"x12" CONCRETE FOOTat 16' WOOD J 0 I S 6).Concrete piers shall be a minirnum 6•above grade. V v Y V. ' v, ",� > '^ 7).AN joists to be supported with hangers and anchors.Each Joist be anchored k^v to girder(s). Y V POST TO FOOTING CONNECTION 8).Covered Roofs shall be assembled and anchored the same manner as s typical building. (A JOIST FRAMING FLUSH WITH GIRDER/HEADER CLIMATIC & GEOGRAPHIC DESIGN CRITERIA GROUND WIND SEISMIC FROST WINTER ICESHIELD GIRDER TO CONCRETE PIER CONNECTION SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT FLOOD LOAD (MPH) CATEGORY DEPTH TEMP. RE IRED MODERATE SLIGHT TO 45 LBS. 120 B SEVERE 3 FT. TO HEAVY MODERATE 11 NNE - �FESSWOF4 i 2 Eileen Santora • Residential Desi ner Condon Engineering PC g 1755 5i bee Road • Mattituck, NY 11952 631-734-2794 • Cutchogue, NY 631-298-1986 I C�-►��fiG''fit rz;�=- , ►ti��-� ��2 � LVL G,/-�'�G� l✓I ���w�., ;"' Ih�' Irl' ITr � 01 1,2H4� 11,4 Gi I 4# f j �. r. f.- f ,.c. , I La 7 ry L-T I✓rA- tb21 p G E ,A fz'Pu rIP av�'� ��-�"nls�u� T�r � W 41 4 V4 \4P- F0 E,! TO t4&r-c UckrTy- -W ? I k f O E D f \gyp'' .. ' 2x0{- cr fJG m + QCA 9 '/2 AVL1s !�/4",Xrrfl 02 fl U it 11 H li v ll._ ll f G �2,a"rt:) h Psi j kALL% &1:-:;I L I !10 ? •k i �'C�A 4p UCv"0.�, G ► �,�Ir -- �. ;� 3��`�. � � E �,�� 1 � �`�� � �/� 1°t�1~ - ��s7 �t•I��r�� t�G c, T ml�'u 2x a + t-,cat..- 6rAU u0 ` � Fes.• 12 x'I To C��f�A� r�zl2- ?)0o PC) ,T. -.. —�- ����-� u U ����;��Tl�is � ®, :�-�}�� t..a.� ►� q0. ov 1 /41 p �1p i I �> w h E W 551roPP� t C.P or-p- Eileen Santora • Residential Designer Condon Engineering PC 1755 Si bee Road • Mattituck, NY 11952 631-734-2794 • Cutchogue, NY 631-298-1986 VOUBLE RCS SNEATNI146 TOP PLATE NAILED PER CODE-TO DOUBLE TOP PLATE RODFINB BARGE RAr-TEtt ............................ ............ ......._. _....... FRAMIH6 1 ANCHOR I MAX. SHEAR WAIL ZxBLOCKING 1Z4I{O.G. s li STUDS CONTINUOUS f T TO SOLE PLATE y CEILWG 15LOCKIN6 i PANEL DIAPNRA611 EDGES - IF REOUIRED WALL 6WEAT14I146 NAILED PER CODE SIDING 1 A HIGH WIND t2AKE ---y- BALLOON FRAME i I-.I:�W w LA y I-L � � � �� �� MIN r PAG ► i �/`'x 9�2 `' !_v L_ ISI E- 2k o T-1 ,� Tho T?,-r-,4 die �,_ ; Mie DAviD HIG J NEW I.2�C.� GjI✓A'1.,!-A�'1.7 D'r�. SCX..}�HGLi% 1�3.`(' r� rS,0 14 l C= CTR U GT' Q x l sv i 11 U 0 b-61 KACG E W I TH Q -1 AT GH r�