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HomeMy WebLinkAbout43302-Z �0�0 CpGy� Town of Southold 8/19/2020 0 P.O.Box 1179 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 41367 Date: 8/19/2020 THIS CERTIFIES that the building ACCESSORY GARAGE Location of Property: 1710 Trumans Path, East Marion SCTM#: 473889 Sec/Block/Lot: 31.42-15 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 12/4/2018 pursuant to which Building Permit No. 43302 dated 12/12/2018 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: accesso garage with unfinished storage space as applied for. The certificate is issued to Gorga,John&Terry of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 43302 6/13/2019 PLUMBERS CERTIFICATION DATED A ed Signature o�s� fU(�CO TOWN OF SOUTHOLD BUILDING DEPARTMENT "IWOTOWN CLERK'S OFFICE oy . SOUTHOLD, NY .X01 ,1F ya° 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#: 43302 Date: 12/12/2018 Permission is hereby granted to: Gorga, John 310 Woodland Ave Manorville, NY 11949 To: construct accessory garage as applied for. At premises located at: 1710 Trumans Path, East Marion SCTM # 473889 Sec/Block/Lot# 31.-12-15 Pursuant to application dated 12/4/2018 and approved by the Building Inspector. To expire on 6/12/2020. Fees: ACCESSORY $445.60 CO -ACCESSORY BUILDING $50.00 Total: $495.60 Building Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957) non-conforming uses,or buildings and "pre-existing"land uses: 1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy- $.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00, Commercial $15.00 Date. ��� New Construction: Old or Pre-existing Building: (check one) .,i- �^ Location of Property: �7�� yVWA f pe A House No. Street Hamlet Owner or Owners of Property: _7j17 1, �Fc�tr�� ij9 Suffolk County Tax Map No 1000, Section Block Lot Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary ertificate Final Certificate: !/ (check one) Fee Submitted: $ b Applicant Signature rjv so Town Hall Annex Telephone(631)765-1802 54375 Main Road J Fax(631)765-9502 P.O.Box 1179 � a® roper.riche rtCa)_town.south old.ny.us Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To John Gorga Address: 1710 Trumans Path City: East Marion St: New York Zip: 11939 Budding Permit#: 43302 Section: 31 Block 12 Lot: 15 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Platinum East Electric License No: 34091-ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor X 1st Floor X Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage X INVENTORY Service 1 ph Heat Duplec Recpt 9 Ceiling Fixtures 6 HID Fixtures Service 3 ph Hot Water GFCI Recpt Wall Fixtures 3 Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures CO Detectors Sub Panel 60 A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches 6 Twist Lock Exit Fixtures 11 TVSS Other Equipment: "DETACHED GARAGE" 3-combination GFCI /ARC fault circuit breakers Notes, Inspector Signature: Date: June 13 2019 81-Cert Electrical Compliance Form As - ll OF SOUIyo� TOWN OF SOUTHOLD BUILDING DEPT. cou765-1802 INSPEC ION /FOUNDATION 1 ST ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL a [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMA KS: DATE llqiWq INSPECTOR 3� �o�apF SOUIyo� # TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION ,-- I FOUNDATION 1ST [ ] ROUGH PLEIG. [ - ] FOUNDATION 2ND = [ ] I ULATION/CAULKING [' ] FRAMING/STRAPPING [ FINAL 4fr, 64vswj-4z--1 [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION. [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICZ(RLGH) ° _ '[ ] ELECTRICAL (FINAL) [ ] CODE VIO [ ] PRE C/O REMARKS., Q vi Y K✓� AftvlreL 6' ry �eslcA DATE INSPECTOR N3�ov l �o�,�,oF soulyolo # # TOWN OF SOUTHOLD BUILDING DEPT. `ycourm�F'' 765.1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION-2ND [ ] I ULATION/CA�ULLKgING [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: fl0000�l DATE /Ty INSPECTORqs r se Wt A I.k r� ` � � � 1 i Pk��f f� -4"` s � � -"";� S '3 +.�C-t ._ t--. L� ��. E tt �(y+F .r. ro� i�t 'mfr 1M. s� �,�?T ^fir .S- ! L. �' fir.y '�,.� , �a .� � � ,.Z! �' YSL e. �� ,`�3.� �. _, � ,may. �5_ i ,.�-.._ � :. � - ..� 4 i �`, ba�'` �' i �t J,, 1 ( tlyp y+�' � { j5 t' 'i i$ - � ',! .�� _. . . _ r� +� �.--* r T� h- ^� � 1. 1 9■ ' .) grin q��'•on.- ���. ■n' ,+l���J ,�IAi17!�I�')I S' r ' e , FIELD INSPECTION REPORT DATE COMMENTS M FOUNDATION (1ST) 00 tAI0 ---------------------------------- 'FOUNDATION (2ND) r4 z 0 ROUGH FRAMING& h PLUMBING y INSULATION PER N.Y. 1 y STATE ENERGY CODE U 1V IKAW- 1 l FINAL v:3 Vf--v 09V ADDITIONAL COMMENTS 5 3 643 '1 -� LL Lt U 7 r),-0 g t Z • o dz d b H TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL € *. _ Board of Health l SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey Southoldtownny.gov PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined 20� Single&Separate Truss Identification Form Storm-Water Assessment Form Contact: Approved 20141L to: to: Disapproved a/c ' Iq Phone: ©of S Expiration 20 DIE w ��� B spector D DEC 7 4 2018 PLICATION FOR BUILDING PERMIT / Date INSTRUCTIONS TOWN OF SOUTHOLD a.This application MUST be completely filled in by typewriter or in ink and submitted to the Building'Inspector with 4 sets of plans,accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or, areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing;the extension of the permit for an addition six months. Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York,and other applicable Laws,Ordinances or Regulations,for the construction of buildings,additions,or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances,building code,housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. (Sig6ature of applicant or name,if a corporation) �yq 4,--,�sY-- fr (Mailing address ofApplicant) State whether applicant LU owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder Le,le, Name of owner of premises �!®Gig vL 66 leo C (As on the taYroll or latest deed) If applic-mit is a corporation,l� signature of duly authorized officer c+&,1 { vCG fw (Name and title• 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: House Number Street Hamlet County Tax Map No. 1000 Section Block Lot IS Subdivision Filed Map No. Lot 2. State existing use'dnd b&upancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy '?, b. Intended use and occupancy 6'464.�:z 3. Nature of work(check which applicable):New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost 3-5-voc_� Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units Number of dwelling 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. 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth 2 Height 1514 Number of Stories -°t 8. Dimensions of entire new construction: Front 3-6 Rear 3, Depth Z Y Height Number of Stories I 9. Size of lot: Front 333 Rear Depth A 15 , v 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation?YES NO 13. Will lot be re-graded?YES NO X Will excess fill be removed from premises?YES NO X 14.Names of Owner of premises �°"������©`5""lAddress 1'7d® _rvvwAiSTcAPhone No. Name of Architect Address Phone No Name of Contractor He4rce., Address YVI Phone No. &?!`17 /�'�eCvl�o�' 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 x * IF YES,PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF Ht� (,) l Mll��irGtS�.( being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing_`c_ontra t)above named, (S)He is the 5�1('��J (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. Sworn to before me this da o 20 6Rf _[� _�7 rTA14YA.GENOINO blc,State of New York otary PubIi0ualified in Suffolk Coun Signature of Appli t Commission Expires July 18, OL Scott A. Russell ,��°SU X16 ST 1R.MWATIEIK suPERvisoR 0AM1A,N A,Gl]EAM[IEN'7F SOUTHOLD TOWN HALL-P.O.Box 1179 � 53095 Main Road-SOUTHOLD,NEW YORK 11971 Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOLES TMS )PROJBCT 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. ❑® C. Site preparation 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. ❑V] E. Site preparation within the one-hundred-year floodplain as depicted on FIRM Map of any watercourse. 130 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,Agen Contractor, ther) S.C.T.M. #: 1000 Date. Q f D stnct NAME- / S � Ma rLi �l 0 � rwu Section Block Lot cr FOR BUILDING DEPARTMENT USE ONLY**** Contact information. Rekphone\umber) Reviewed By: (� - - - - - - - - - - - - - - - - Date: Property Address /Location of Construction Work: &Approved - - - - - - - - - - - - - -f�B� �� �� � � for processing Building Permit. tormwater Management Control Plan Not Required. S¢ e�F9�'► Stormwater Management Control Plan is Required (Forward to Engineering Department for Review.) FORM # SMCP-TOS MAY 2014 F CF 0 V E FF �c BUILDI )[ T PARTMENT- Electrical Inspector X3 MAY 9 OWN OF SOUTHOLD flown2 II Annex- 54375 Main Road - PO Box 1179 a Southold, New York 11971-0959 p� hhone.(631) 765-1802 - FAX (631) 765-9502 1TG1W roper.richertCaD-town.southold.nV.us APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: �E:cat Date: Company Name: Pic,41vlu M Fas c r C Inc, Name: Ve-I'm License No.: 110&11 - Mr email: iQ&hnym e u 1 -a bco cc Address: 3k krA,&&jS` eD Sour Phone No.: (a I - 22 yd- . JOB SITE INFORMATION: (All Information Required) Name: Address: l DC7 104I ST (`!oeV Cross Street: Phone No.: I �S Bldg.Permit#: a-- email: 4 /,7 1*1 ecs o Tax Map District: 1000 Section: Block: Lot. BRIEF DESCRIPTION OF WORK (Please Print Clearly) loZ� l0®0 Circle All That Apply: Is job' ready for inspection?: 91/ NO Rough In Final Do you need a Temp Certificate?: YES /60) Issued On Temp Information: (All information required) ' Service Size 1 Ph 3 Ph Size: A # Meters Old Meter# New Service - Fire Reconnect- Flood Reconnect- Service Reconnected - Underground - Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION W lZ� Request for Inspection FormAs �� I� Town Hall Annex may Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P. O. Box 1179 Southold, NY 11971-0959 ,4y BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE-CONSTRUCTION, PRE-ENGINEERED, WOOD CONSTRUCTION AND/OR TIMBER_CONSTRUCTION - Date: — _ Owner: 1.1 7 Location of Property: Please take notice that the (check applicable line): C New commercial or residential structure Addition to existing commercial or residential structure Rehabilitation to an existing commercial or residential structure to be constructed or performed at the subject property reference above will utilize (check applicable line): Truss type construction (TT) Pre-engineered wood construction (PW) Timber construction (TC) in the following location(s) (check applicable line): Floor framing, including girders and beams (F) Roof framing (R) Floor and roof framing (FR) Signature-:- Name ignature:_Name (person submitting this form): r �►�J _ Capacity(check applicable line): _ Owner Owner representative l TrussReg15.docx Effective 1/1/2015 Bunch, Connie From: Verity, Mike Sent: Tuesday,July 28, 2020 8:54 AM To: Bunch, Connie Subject: FW: garage permit Gorga #BP43302 -----Original Message----- From:yojohnniegl@gmaii.com [mailto:yojohnniegl@gmail.com] Sent:Tuesday,July 28, 2020 8:41 AM To:Verity, Mike<Mike.Verity@town.southold.ny.us> Subject:garage permit Gorga#BP43302 Hi Mike,hope all is well during these terrible times. I spoke to one of the girls last week and was told to send an email to extend my permit.John the inspector(door was locked) was here back in march then the COVID came. Im wating for Dave to call in for the final in the meantime can i get an extension? Thanks Johnnie Gorga Sent from my Whone ATTENTION:This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. O A r. 022 cp SURVEY OF PROPERTY � SI T UA TE EAST MARION 010 '` OVeRHEAD TOWN OF SOUTHOLD `sQ `Y SUFFOLK COUNTY, NEW YORK o ary kp��// o Q : a� S.C. TAX No. 1000-31 — 12- 15 N10/ C°p1�80 F;`,G5" / ��y° a..d :° SCALE 1 "=20' TSR A CpL �EC01D INCE / / °.° SEPTEMBER 4, 2015 DECEMBER 17, 2018 ADD PROPOSED GARAGE d SEPTEMBER 4, 2019 FINAL SURVEY FOR GARAGE S(O � Ep 06- OEtP c^yl / a o� °� r"P y / Vis• AREA = 32,599 sq. ff. ttloo \ � / (TO TIE LINE) 0.748 ac. yob �NcE s�o d' 5 9 O� ,a° d 265 d d . `( 4.' \ d \� d A d .° d �l _ d Ad � I °d O ;ml O •P W oto � �. cn O I °d dd x7 W CLO 9 I d ° I ° ` d I A d: PREPARED IN ACCORDANCE WITH THE MINIMUM A STANDARDS FOR TITLE SURVEYS AS ESTABLISHED BY TSUCH NAPPROVED NOP USE BY TED FORLAND TITLE ASSOCIATION. OF rjj pp /�•^" ^� A0. N '% .S. Lic. No. 50467 .d O ° UNAUTHORIZED ALTERATION OR ADDITION /I .Q " ^ TO THIS SURVEY IS A VIOLATION OF -- Q,0J d . SECTION 7209 OF THE NEW YORK STATE LA EDUCATION LAW. Nathan Taft Corwin d COPIES OF THIS SURVEY MAP NOT BEARING Land Surveyor ° THE LAND SURVEYOR'S INKED SEAL OR ° TO BBE ADVALDLTRUELCOPY.L NOT BE CONSIDERED CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY S1 IS PREPARED, AND ON HIS BEHALF TO THE Successor To: Stanley J. Isaksen, Jr. L.S. 9 x TITLE COMPANY, GOVERNMENTAL AGENCY AND Joseph A. In e no L.S. 7� a LENDING INSTITUTION LISTED HEREON, AND P 9 9 dTO THE ASSIGNEES OF THE LENDING Title Surve s — Subdivisions — Site Plans — Construction La out .Z p INSTI- TUTION. CERTIFICATIONS ARE NOT TRANSFER ABLE. Y y PHONE (631)727-2090 Fax (631)727-1727 \/r THE EXISTENCE OF RIGHTS OF WAY OFFICES LOCATED AT MAILING ADDRESS AND/OR EASEMENTS OF RECORD, IF 1586 Main Road P.O. Box 16 9,ya0 ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport, New York 11947 35-154B Building Materials List far Plan#864-4 w Local building code approved substitutions may be made to this list Variations in construction methods and materials can require modification ; f ED of this list. Every attempt is made for greatest accuracy, but typographical or human error is possible. Quantities verification by the materials supplier APPROVED AS N is recommended before materials package is finalized and/or shipped. DATE: B.P. ' .� B p,� FEE: D BY: Al NOTIFY BUILDING DEPART AT 765-1802 8 AM TO 4 R Ti T PM fi FOLLOWING INSPECTIONS: FOUNDATION TWO •,� - REQUIRED E N _y, FOR POURED CONCRETE r ♦ s 'T�. :: :3,,: ?'e zj.,'3 , < `' •r "< .i �� 2. ROU - .� �' C ' =ah GH FRAMING & PLU BIN Nq b: 3. INSULATION r 4. FINAL - CONSTRUCTION M ST BE COMPLETE FOR C.O. ' ;� ;:'f'•.�f Yrs ;�. � ,' _ � A LL CONSTRUCTION SHALL EET AE Rough Framing REQUIREMENTS 2 Y.4 x92-1/2"HF/DF exterior'stud"wall framing ------ 108 pcs. TS OF THE CODES OF N-W STATE. NOT RESPONS BLE F 2 x4 x 96 HF/DF interior 'stud wall frame for braced walls--12 DESIGN OR CONSTRUCTION ER ate material --------- 256 If r 2 x 4 HF/DF No. 2 wall t ma _-_�,.. , E 2 x 4 HF/DF No. 2 lookouts material 150 ff o 2x4 HF/DF No. 2 pressure treated bottom late 128 If 3-1/2 x 11-1/4 LVL Header 2950Fb 2.0 16'-9" length 1 pc. COMPLY WITH ALL CO to 2 x 6 DF No. 1 Header--------------------------8 length --- 3 pcs. NEW .�' YORK ST f- 2 x 6 DF o Header-----_�___��_...______10 length 2 -.° •�.;�.,; »,_... �:. ATE TO �S E N . 1 ngt pcs ,. /, ,r�.- , .. ,. .�,. A. �cS F:. ry COIF" AS REQUIRED AND ON � � a 2 x 4 x 22-1/2 Roof Eave Blockingwith screened vent holes --- 36 pcs. F p ON --------------- 4% gs. ;„..a`Mw; ,.w, x%.s.a, ,:'.F,'.?i+•dr w'R.:f';' % , `X �� -'.: " . ✓ ,?b ^ t 2 x 4 HF/DF No. 2 wall blocking material00 - 48 If '.,;_ s .� rH: "is .4 '� -SOtHGL �OtiUN w� a s --19 trusses , ...,. �. Trusses .8 in 12 slope, 24span attic strg.(rncl.2 end trusses)--19 ::-'-.,,� ��.�-.�, .�-"d.• ��.� ,,,.... .. . ..... .. . z, .... S TtW 1NG L�'1ARD � Sheathing Materials �•.LU— 7/16"o.s.b.wall sheathing --____.,___.._____�q,x 8 sheet-----35 sheets 15/32"5-ply C-D APA Plywood, ext glue P.I. 24/0 ---4 x 8 sheet--40 sheets Vapor Barrier Roof 15#bituminous felt paper in 36"wide roll------------ 500 If OCCUPANCY OR Wall 7#bituminous felt paper in 40"wide roll------------ 300 If GARAGE PLAN #8644 USE IS UNLAWFUL Floor.006"black polyethylene membrane-------------------- 864 sf Siding Materials � � WITHOUT CERTIE"! SAT g OF OCCUPANCY 8"textured o.s.b.siding boards with 1"lap----___�____991 sf siding area (altemate)7/16"o.s.b,text(or 5/8"T1-11 plyw'd.)--4 x 8 sheet--35 sheets �C Trim: 514 x 3 (for alt siding, use 1x thk 9' length---4 pcs. - Trim: 5/4 x 4---_---------------------8'length---15 pcs. RETAIN STORM WATER FUN10 -F � Trim: 514 x4(for garage door top trim) -A 7' length---1 pc. PURSUANT TO CHAPTER 236 co Fascia: 1 x 6 ---------------------------------------- 76 If OF THE TOWN CODE. Rakeboard:2 x 6 -------------------------17' length----4 pcs. Roofing Materials Composition Roofing Shingles-------------------- 1218 sf roof area DO NOT PROCEED WITH Ridgevent material-----------------------_------------ 36 If FRAt.41INO UNTIL SURVEY OF FOUNDATION LOCATIO 1 Z HAS^�BEEN APPROVED. Z Window and Door Assemblies dJ 4030 sliding window(s)---------------–---�.--------------2 ea. Truss Requirements Building Code Compliance I - Building Categories and Data r LIC-CTR 3030 slidingwind s -------------------------------- 1 ea. CAL CL window(s) Truss design drawings.Truss construction doc- This lanset was prepared to comply �'� n 16'-0"x 7'-0"sectional garage door-------------_-- 1 ea. uments shall be prepared by a registered design profcs- p p p p y (('+ S" ECTION REQUIRt sional and shall be provided to the building official and with the prescriptive requirements Occupancy Classification: 'U" 3068 exterior door----------------------------------------- 2 ea. approved prior to installation. These construction.docu- of the Z updated ments shalt include,at a minimum,the information speci- fied ,. (� m below"Truss shop drawings shall 1v provided with the Intemational Residential Code (IRC) Construction Type: V N 'M 6104/18 Metal Parts&Mise. shipment of trusses delivered to the job site. LU m Anchor bolts: 1/2"dia.x 10"ASTM A-307 w/ hex nut---22 pcs. 1 slope or depth span and spacing: Grade-To-Ridge Height: 17'`2" Anchor bolts: 1/2"dia. x 8"ASTM A-307 W hex nuts----4 pcs. 2. T.,ircatinn of joints; Flat washer:2"square x 3116"thick sti. pl--------------- 26 pcs. 3, Required hearing widths; Gross Building Area: 864 SF Simpson H10 connectors -------_�_.___�_�____._ 34 pcs. 4. Design roads as applicable: Parameters For Design Simpson A35 connectors-----___--.�---_------ 4 pcs. s. Tor,chore/live toad(including snow loads)-. Wind Speed: 130 mph Simpson STHD10 hold-dawn straps------•-___�.---- 4 per, 6. Top chard dead load; 16d sinker nails ----------------------------------------- 50 lbs. 7. Bottom chord live toad; Drip flashing for window1door heads------------------------ 33 If & Bottom chord dead toad; Wind Exposure: C T131J3S PLACA�3®IR O R�f�UIR"�f) % Concentrated loads and theirpointsofapplication; C ltl. Controllin"wind and earthquake loads; Seismic Category:A B and C To advise corrections, call 1-800-210-6776 Thank you A r fr; � •in,-lighting* C) J 11, Adjustments to lumber and metal connector plate 7 � design value for conditions of use; ;r, i :3 I1 i3t�.� 1! or (/) 12. Each reaction Farce and direction; Sew Load: 30#/sq. ft "' r�}B;:it`.�t :;€lall conform O •L 13. Metal connector plate type,size,thickness or gage., to Cil apter 172 w and the dimensioned location of each metal con- Of the Town Code Is nectar plate except where symmetriealty located Z (� relative to the joint interface; 0 14. Lumber size,species and grade for each member, �>� �� �'„��� .s., x � 0 � •� .sT i .ksny�'•''.r (G b. ' y ..1 15. Connection requirements for. 1=Y LL G. to w 15.1. Truss to truss girder �r ;� 15.2. Truss,ply to ply;and `�a to 15.3. Field splices. SHEET K Calculated deflection ratio or maximum defiectinn for live and total load; 17. Maximum axial compression forces in the truss ?�� J� .�� ;1 members to design the size,connections and an- chorage of the permanent continuous lateral brae- Y. �r"�S�t�"����. � ing.Forces shall be shown on the truss construction :`,Y ay documents or on supplemental documents;and .� 19. Required permanent trucsmember bracing location. Q- ,0 OF 0 0� 2 � 000, d 2 2�2 SURVEY OF PROPERTY S � s SI T UA TE �0, EAST MARION OVERHEAD W Es / y� TOWN OF S O U T H O L D "� n o �� SUFFOLK COUNTY, NEW YORK o °2C, o a S.C. TAX No. 1000- 31 — 12- 15 1'I0 '0 O 111tj0 �OZ2° R J cOL / SCALE 1 "=20' �EToNDA � / SEPTEMBER 4, 2015 e f�NCE y Q (r�' / •10� , r% AREA = 32,599 sq. ft. o (TO TIE LINE) 0.748 ac. GVa T � � e s v� r a / 26. / a a Z / VIGO°S ° q CRgV i � 7 L m m o <° P� Z mml �G O :) m m I SOC`" t" SOI O (P ° Z 0 0o < UA O a e ed O rl ml e I a 8 ° �I a v e ' PREPARED IN ACCORDANCE WITH THE MINIMUM e � c STANDARDS FOR TITLE SURVEYS AS ESTABLISHED BY TSUCH USE BY APPROVEDANDADOPTED E FOR LAND e ° TITLE ASSOCIATI ar l4 a a c tom, k c dL t 2 � a N.Y.S. Lic. No. 50467 — O c a UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF • SECTION 72LA OF THE NEW YORK STATE Nathan Taft Corwin 16 EDUCATION LAW. w. � COPIES OF THIS SURVEY MAP NOT BEARING 1+ e THESURVEYOR'S INKED SEAL Land Surveyor a EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS G1 TITLE COMPANY, GOVAND ON HIS ERNMENTTAL+AGENALF OCYTHE AND Successor To: Stanley J. ISakSen, Jr. L.S. y LENDING INSTITUTION LISTED HEREON, AND Joseph A. Ingegno L.S. TO THE ASSIGNEES OF THE LENDING INSTI— d TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. Title Surveys — Subdivisions — Site Plans — Construction Layout �`rN PHONE (631)727-2090 Fax (631)727-1727 V1 OFFICES LOCATED AT MAILING ADDRESS THE EXISTENCE OF RIGHTS OF WAY ,zn'< AND/OR EASEMENTS OF RECORD, IF 1586 Main Road P.O. Box 16 �a ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport, New York 11947 O —1 4 _LL FOUNDATION SHOWN IS STEMWALL ON FOOTING ®� ALTERNATE FOUNDATION SHOWN IN THIS CORNER EMBEDDED HOLDDOWNS REQUIRED, SEE - IS MONOLITHIC-POURED, 12'-0" 12'-0" ALTERNATE BRACE THICKENEDEDGE SLAB/ 4 ._________-----------_-_-----__----_--__ ________--- __- _-___-- ----------_----------_--_----_____..._-.__-.-__---__._----------________-._ FOOTING.VERIFY IF IT IS WALL PANEL DETAI 7 LOCALLY ACCEPTABLE. SEE DETAIL 3 ;LINE OF ROOF OVERHANG ABOVE , : - ------ "' — -- -- �O�3O ID R — — .— w..i N i AL ERNATE �'� m mcl II D0. �51� 068 r � � 3 V 1 I � ' i CA IONS s�jY� _0 I PROVIDE 1/2"DIA. X 101'ANCHOR BOLTS W/ j ' I f-_- -- GARAGE 4R- ICP" DOOR - -`� l 7"EMBEDMENT @ MAX. 6 FT. O.C. SPACING AND I ; gt d ;� r 30" x 54" o l E I MIN. 12 FROM WALL ENDS AND CORNERS M T - Attic Stai - ( N J 0 PROVIDE 1/2"DIA.X 8"ANCHOR BOLTS W/ UJ EMBEDMENT @ MAX.2'-8"O.C. SPACING (4) PLACES ! 2 X 4 FRAMED WALLS, IYP. r j i co N 0 0 I ! OPTIONAL WALL INFILL rco - � — - -- -C14 - AND/OR DOO S AS PREFERRED i o Im I � I 4'-0" REQUIRED INTE IOR BRACED WALL 4'-0" I ( 5 THICKENED SLAB FOOTING FOR i i — SEE NOTES BE W ------------------ BRACING _ _ - - --- - - -- ( ) --_ - ----------------- j 6 BRACING WALL, CONT. 5 r 4"CONCRETE SLAB SLAB EDGE THICKENED - t�` ON GRADE W/6 X 6 - TO 8"WITH #4 REINF., j z w 4' o a' It WIA X 1.4-SLOPE SEE DETAIL o "' a • AS REQUIRED &AS 1 ' C� cc►' 0° O 4 I, 1 I' APPLICABLE Lu _ 'NOTE: j O (, $ OC O . o w O LINES OF CONTINUOUS E , SEE EXTERIOR ELEVATIONS zce o �• CONCRETE FOUNDA 1014 0 1 FOR SIZES AND FUNCTION a I; E f w ; w BELOW -SEE DETAIL ----- -___ ----- ___ : - 1 _ f I 6 ; CD c� M N ` ,� (WINDOWS OPTIONAL) p I I J Q _ w _.`.. .._.� j i 0o C - i- �.. 04W AN GA , GE :3I, j I Cw7 CONCRET SLAB FLOOR I w N : m ` M I c� w O EMBEDDED HOLDDOWNS REQUIRED, SEE j C.4 f ALTERNATE BRACEa. WALL PANEL DETAI 4 7 CQ ; "1 I C14 ! ------- -_ --------- -- -. i 00 i 'a - 1 --- I N� ,f y, 1 i 1-- rO co 10 u i 4030S DER I CONSTRUCT AS "ALTERNATE I BRACED WALL PANEL'-SEE ' 12 -0" 6'-4"` 51-8� . . . ... . ... ._...� _... ....... .� �� ..____.-_. j_ DETAIL 4 24'-0" �' 7 BRACED WALLS AS PER IRC R602.10, AS FLOOR' PLAN J FOUNDATION PLAN APPLICABLE FOR LOCAL CODES SCALE: 1/4 = I -0 LEGEND �. CL SCALE: 1/4" = -0" z METHOD: CS-WSP NOTE: z 4 0 1' 8 SWITCH LOCATION w ...� FLOOR PLAN DIMENSIONS ARE TO FACE NOTE: Z a OF FRAMING OR CENTERLINE OF BEARING, FOUNDATION PLAN DIMENSIONS ARE TO (SHOWN: -- -------- --- ) O p z FACE OF CONCRETE OR CENTERLINE OF EXTERIOR BRACED WALLS (MIN.48') NAIL SIDING PANELS TYP• AS SHOWN CEILING MOUNTED LIGHT FIXTURE 0 O =O BEARING, AS SHOWN OR SHEATHINGW/8d @ 6"o.c., EDGES AND @ 12"O.C., NOTE: 110 VOLT DUPLEX OUTLET w �` u_ FIELD AND BLOCK AT HORIZ. PANEL JOINTS. PROVIDE DOOR AND WINDOW HEADERS . ALTERNATE BRACED WALL PANELS AS INDICATED. SHALL BE 2-2 X 6 UNLESS EXTERIOR WALL-M.Tt?:LIGt�FItE OTHERWISE NOTED ;;:� �,m,� - ;� ;. •�, SHEET INTERIOR BRACED WALLS FRAMED W/2 X 4 STUDS m ,' y�y . :'=` iC SC'1 A .1.. 16"O.C.W1 DOUBLE TOP PLATE AND PRESSURE-TREATED ELECTRIC PAN �3 B= ' �tIEL� , " +r- @ � - �, E BOTTOM PLATE . SHEATH WITH 7/16"O.S.6. AND NAIL W/8d LOCATION, INSTAL # .. CODES ..: t. e. o.c.,EDGES AND @ 12 O.C.,FIELD -ATTACH TO FLOOR @ 6 - w1y t AND CEILING AS PER DETAILS tE co e- ice 12 ` ►--, Cf� TORAGE '� Q 8 � ��' ` ATTIC 2 X G RAKEBOARD5 T41 C . tco" a.c. ;, g tea TRIC - INTERIOR BRACED WALLS I SII II II �I =, _- 11 11 II IIS o IMI II 11 II II If II IIQ SFE z I SII II (I II � 11 II II IIS w LL AL .� � SII II II ll II I( II IIS SECTION a 1611 -II II 11 tu II II 11 II¢CD U-i I --I CONCRETE 5LAB FLOOR II II II Ifs z `° `-�II II II II III Il II II � II II II II � � cy G00 O mz I _._...._......-._._. ._ INT1=RlOR BRA ED WALLS BELOW 4, I CONCRETE FOUNDATION CROSS-SECTION IO1'11 � z NOTE: FOR CLOSED CEILINGS: FOOTING/5TEMWALL FOUNDATION PROVIDE MINIMUM 20" X 30" ATTIC ACCESS 0 << SHOWN. FOR ALTERNATIVE OPENING W1 R.FMOVEABLE PANI~L THICKEN -EDGE FOUNDATION 5EF DF-2-IL IL to i 00 0 x ( I E to I uj a O ....._.. RIDGEVENT ¢ Z w I 6 DETAIL a Lu ,.n 0 Q Q I .. 2 X G RAKEBOARD5 2 ROOF FRAMING PLAN t7 SCALE:1/4" =V-0" Z 0 z z w O � U 4 V r �+ uo SH SET .4,f YfiJ s �� , eq 1 � -.- OF" SIDING: CONT. RIDGEVENT COMPOSITION ROOFING 8" X 7/I 6" TEXTURED O.S.B. SIDING BOARDS, OVER 7# FELT VAPOR BARRIER, OVER SHEATHINGi . , FIT NOTE: (APPROVED ALTERNATE SIDING NOMINAL WINDOW SIZES ARE MATERIALS MAY BE SUBSTITUTED) SHOWN: FEET/INCHES WIDE X FEET/INCHES HIGH, TYP. VERIFY FRAMED OPENING ALTERNATE SIDING: _. .. _ I X G FASCIA, TYP. REQUIRED BY PRODUCT MFR. 7/1 C" TEXTURED O.S.B SIDING .._L_1.1._l.._ PANELS OVER 7# FELT , NOTE: VAPOR BARRIER FLASH OPENINGS AND PROVIDE WEATHERSTRIPPING AS REQUIRED 5/4 X 4 ! 5/4 X 3 CORNER BOARDS BY LOCAL CODES NOTE: 5/4 X 4 WRAP TRIM - BUTT S 1 D E -_ ---_----------- f ---- w NOTES AND MATERIALS INDICATED MEMBERS TO TOP AND BOTTOMJ -' 3030 IN THIS ELEVATION ARE TYPICAL MEMBERS - ---- -- ----- - -- -- -- SLIDER 3068 - - �-1 --- DOOR FOR ENTIRE BUILDING AS APPLIC. ---- ------------ - - NOTE: FOR ALTERNATIVE SIDING 1 OW. X 7H. GARAGE DOOR ------ ._....._.. USE I x TRIM BOARDS _. NAIL OVER SIDING PANELS, TYP, GRADE LINE -._. U %.o n C _ — .-- — — —, - - - •- - _ - - - - - - - - - - - - - - - - -• - - . - - - -- - - -. — z [�-, � LINES OF FOUNDATION FRONT ELEVATION ° FRONT � SCALE: 1/4" = V-0" d00 Oi0 ........ .....------_----- - ------------ - -.-- - ----- - -- - --- ---------_ _ _ _ -. OO - - - - - - - - - - - - - - - - - - - - - - - - - - - - - REAR ELEVATION SCALE: 1/4" - V-0" Z m ----- ---------------------- --- -- -__ - --- Z D -------------------------------- - ------------------------------- ------------------------ - ------- ----------- _-- ------------------ -- 40 S30 11 SOpO DER H w -- -- --------------------------------------- ----------- -- -------------.._..-------------------- C3 ,n.:♦ yT.`� Ram'' ���:`�.. SHEET - _ - - _ - - - - - - - - - - - - -. .-. .- -. - - - .- :- -. ._ - - - - - - .-. ..- - - — — — — — — ...-- — — — — — -- — — — — — — — —. — — — — LEFT SIDE ELEVATION RIGHT SIDE ELEVATION ° � ~<cy✓Ya , SCALE:1/4" =V-0" OF L7 K-2 K4 4 O FRONT WALL FRAMING ELEVATION r) Z 00 NOTE: FOR HORIZONTALLY APPLIED WALL SHEATHING PROVIDE 2 X 4 HORIZONTAL BLOCKING BETWEEN STUDS FOR PANEL EDGE NAILING FOR BRACED WALLS c; REAR WALL FRAMING ELEVATION Z Z z o END TRUSS END TRUSS Z 0 u till", SHEET u .- K RIGHT SIDE WALL FRAMING ELEVATI LEFT SIDE WALL FRAMING ELEVATION OF 9 21-011 11-011 ---------------------/ I BAcKsPAN COMP051TION ROOFING PLYWOOD SHEATHING D COMPOSITION ROOFING X 15# FELT FLAT 2 X 4 LOOKOUTS 15# FELT (LET-IN TO TRUSS TOP 15132" PLYWOOD SHEATHING Ai CHORD OR USE LOWERED U E\IDTR USS) VENTED 2X BLOCKING ......... .... W1 SCREEN A35 METAL DRIP fLA5HING H10 attaching truss to top plates DRIP EDGE 2 X G RAKEBOARD I X G FASCIA 1/2" DRIP SIMPSON CONNECTORS ----------- - z 5IMP50N H 10 CONNECTOR— I X 2 TRIM CONTINUOUS 2 X 4 DOUBLE TOP PLATE ...... SHEATHING OR SIDING PANEL 2 X 4 "STUD" WALL AS SPECIFIED CORRUGATED PLASTIC RIDGE CAP ROOFING FRAMING @ I Gil O.C. 0 RIDGEVENT - FOLD OVER MATERIAL, NAIL TO CONTINUOUS DOUBLE Q RIDGE, CONFORMING TO / 2 X 4 TOP PLATE z SHEATHING THROUGH SLOPE Of ROOFPLASTIC VENT 2 X 4 PRESSURE-TREATED BOTTOM PLATE —------------------------—-------- 0 2 X 4 "STUD" WALL SHEATHING OR 51DING ROOFING FRAMING AT I Gil O.C. 1/2" DIA. X 10" ANCHOR BOLTS Z w PANEL AS SPECIFIED 0 SHEATHING @ MAX, G FT. O.C. SPACING W1 2" SQ, X 3/1 Gil THK. 2 X 4 PRESSURE-TREATED 5TL. PL. WASHERS TOP Of ROOF FRAMING BOTTOM PLATE 4" CONCRETE SLAB ............ ] " TO 1- 112" FOR FINISHED GRADE FREE AIR PASSAGE .000 POLYETHYLENE VAPOR BARRIER I RIDGEVENT DETAILti G" (MIN.) --------­-- FINISHED GRADE ---------- -01 COMPLY WITH LOCAL I------ REQUIREMENT FOR 4'i GRAVEL BASE FROSTLINE DEPTH AS REQUIRED ROOF SHEATHING A CONCRETE FOOTING/ OPTIONAL PERFORATED FOOTING STEMWALL W1 (4) REBAR, DRAIN - SURROUND 18" W1 TRUSS W/ FACE FLUSH CONT, AND #4 X I G" PEA OR WASHED GRAVEL W1 WALL FRAMING BELOW ------------ --- NOTE: VERT, DOWELS @ 16 O.C. 511 G" 5" FOR SLAB AND FOUNDATION NAILER AS REQ'D. BEARING 501L SEE "TYPICAL WALL SECTION SIMPSON A35 @ 24" O.C, @ SAVE" DETAIL . ..... 0 DOUBLE TOP PLATE TYPICAL WALL SECTION @ GABLE 1 ,) TYPICAL WALL SECTION @ EAVE SCALE:3/4" =V-0" SCALE:3/4" =1'-0" �z Ln TRUSS @ BRACED WALL DETAIL SCALE:3/4" V-0" 112" DIA. X 10" ANCHOR BOLTS 2 x 4 PRESSURE-TREATED NOTE: @ MAX. G FT. O.C. SPACING BOTTOM PLATE NOTE, FOR SLAB AND FOOTING W/ 2" SQ. X 3/1 Gil THK. STL. COMPLY WITH LOCAL SEE 'TYPICAL WALL-5ECTION PL. WASHERS REQUIREMENT FOR @ EAVE" DETAIL FINISHED GKADE 112" DIA. X 10" ANCHOR BOLTS THICKENED EDGE @ MAX. G FT. O.C. SPACING DIMENSIONS If NOT wl 2" 5q. x 3/1 G" thk. washers A5SHOWUl) 1 2 X 4 @ I Gil O.C. BRACED N 112" DIA. X 8" ANCHOR WALL FRAMING W/ DOUBLE 1 BOLTS @ 32" O.C. TOP PLATE TOP COURSE BOND 4" CONCRETE SLAB FINISHED GRADE BEAM W1 (1) #5 CONT, /- 7/ I G" O.S.B. SHEATHING .000 POLYETHYLENE PRESSURE-TREATED BOTTOM PLATE ------------------- 8" C.M.U. FOUNDATION 0 Ill 0 VAPOR BARRIER .......... CONCRETE SLAB C WALL W1 FILLED CELLS GRAVEL BASE AS REQ D. j - 1 7 z Z 0-� LLJ I 1 0 7 U #5 VERTICAL @ 4-0" O.C. U ------------- MAX. SPACING ------- 0 0 MONOLITHIC-POURED,LU J' THICKENED EDGE CONCRETE 0: LU // 1 OPTIONAL PER E -1 C" HOOK . ...... . .. .. FOOTING W/ (3) #4 -oil AL PER qG SLAB FOOTING 0 OUZ DRAIN , 5URK 4;41 l REINf, BARS, CONT. 'SHEET W1 (2) #4 CONT. 13EAKING SOIL ------------------------------------------ PEA PR WA5HE OPTIONAL :)ERfORATED FOOTING BEARING 501 DRAIN - SLRROUND 18" W1 PEA OR WASHED GRAVEL Al ( 5 THICKENED SLAB FOOTING DETAILBLOCK FOUNDATION WALL DETAIL 3 ) MONOLITHIC FOOTING SCALE:3/4" =V-0" SCALE:3/4" =V-0" SCALE: 3/4" = V-0" OF 9 U CONTINUOUS DOUBLE TOP PLATE 7/1 G" O.S.B. SHEATHING - (MIN. CONT. SINGLE OVER HEADER NAIL TO ALL FOAMING ALLOWABLE IF REQUIRED) .----.._._..---------------; l W/ 8d @ G" O.C. I_�: 1v1:.' (REVERSE AS APPLICABLE) ,........ WALL CORNER FRAMING (OR DBL. TRIMMER + KING, IF APPLICABLE) HEADER5 AS SPECIFIED TRIPLED TRIMMER STUDS �...a V]I DOUBLED KING STUD ► W SlMPSON STf1D 10 (OR - - --- SINGLE STUD(5) EQUAL)- EMBED INTO CONCRETE ----- 1/2" DIA. ANCHOR BOLTS W/ loll ' 3" SQ. X 11411 THK. FULLY NAIL TO WALL IJ �' PL. STL. WASHERS V FRAMING -- _ i`.-......- PRESSURE-TREATED 'f I BOTTOM PLATE ? p t 3 1 - 11 = —TOP OF CONCRETE ` o - -'-- --10o 8„ ! 00 2'-8" (MIN.) (SEE FDN. PLAN) ,.� ALTERNATE BRACED WALL - PANEL DETAIL ABW MI=TAI. r-LAr.UIUCc er �rotRr,�. r W/ 2 .10. (MIM-) BOTTOM PU\TES BELOW c 00 W w� CQUTI WUOU /l c' f�C�M�xRIG — �" �4•�, .< (IN PLAN VIEW) '" .. STHD10 HOLDDOti'VN z 5 ;? FLASHING DETAIL (PANEL SIDING) STUDS @ CORNER z r - CONT. DOUBLE TOP PLATE �.___.. .._ CRIPPLE STUDS a CRIPPLE STUDS OR FILLER HEADER,AS 5PECIFIED z FRAMING AS NEEDED A VERIFY - STUD WALL FRAMING DOOR (VERIFY WINDOW w ROUGH HEADER AS SPECIFIED ROUGHf... _ SILL OPENING OPENING REQ'T. __....;_____-_-- REQUIREMENTS 'r Q = TRIMMER STUDS FROM MFR.) CRIPPLE STUDS u F _- - KING STUDS — TRIMMER STUD PRESSURE-TREATED _ .-.. KING STUD U O a ;f BOTTOM PLATE �.. . . BOTTOM PLATELw SHEET �' •.�, d r,�-�. *+iii �� n.t:�''� a -cam`,,,,. i�•+.��rr DOOR OPENING DETAIL ,.,ri...:< . .. ... , 1 WINDOW OPENING DETAIL OF 9