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HomeMy WebLinkAbout41900-Z Town of Southold 2/8/2018 3 P.O.Box 1179 a 53095 Main Rd �'�.�f►p� �oo`� Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 39500 Date: 2/8/2018 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 2155 Yennecott Dr., Southold SCTM#: 473889 Sec/Block/Lot: 55.4-18 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 8/16/2017 pursuant to which Building Permit No. 41900 dated 8/23/2017 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: ADDITIONS AND ALTERATIONS INCLUDING REAR DECK TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR The certificate is issued to Campbell,William of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 41900 12-21-2017 PLUMBERS CERTIFICATION DATED utho ' d Signature o�SUFFat co i TOWN OF SOUTHOLD BUILDING DEPARTMENT y 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#: 41900 Date: 8/23/2017 Permission is hereby granted to: Campbell, William 2155 Yennecott Dr Southold, NY 11971 To: construct additions and alterations to an existing single family dwelling as applied for. At premises located at: 2155 Yennecott Dr., Southold SCTM #473889 Sec/Block/Lot# 55.4-18 Pursuant to application dated 8/16/2017 and approved by the Building Inspector. To expire on 2/22/2019. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $387.20 CO ITION WELLING $50.00 Total: $437.20 Building Ins ector 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 I%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. "7/2-t?12-01-7 New Construction: Old or Pre-existing Building: (check one) Location of Property: X/1 SS Vc10VO 77T tk- Sovrrtfoz-o House No. Street Hamlet Owner or Owners of Property: nftLLGaj&A &&�D b6)AWA Crrv�Dl3�LL_ L. Suffolk County Tax Map No 1000, Section Block Lot Subdivision Filed Map. S1 a 7 Lot: Permit No. Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ nu X c Id Applicant Signature pf SOUry®l 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 ® roger.richertl_town.Southold.ny.us Southold,NY 11971-0959 l�cOUNV BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Campbell Address: 2155 Yennecott Drive city,Southold st: New York zip: 11971 Building Permit#: 41900 Section: 55 Block: 4 Lot: 1$ WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Cam Electric License No: 41631-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 X Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 4 Ceiling Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpt 1 Wall Fixtures Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures 4 CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixture Time Clocks Disconnect Switches 2 Twist Lock Exit Fixtures TVSS Other Equipment: 2- Paddle Fans. Notes: Inspector Signature: Date: December 21, 2017 0-Cert Electrical Compliance Form.xls OD Of SOUjyolo ��y�OUNT'I,N� TOWN OF SOUTHOLD BUILDING DEPT. 765-1602 INSPECTION [/FOUNDATION 1ST [ ] ROUGH PLRG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE &CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: (D �mt4 q �m) AV D&") a(A • �/V � i I a DAT INSPECTO 1 V V OE SO(/ryo cOU TOWN OF SOUTHOLD BUILDING DEPT. 765-1602 INSPECTION 1 1UNDATION 1ST [ ] ROUGH PLEIG. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL REMARKS: �K DATE INSPECTOR SD//T �o cOUMV,aQ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] UGH PLEIG. [ ] OUNDATION 2ND [ INSULATION [ FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL REMARKS: ✓ ( '>iyvvp I WA ;o V"eA A� D C/ AXfiA VOY on DATE L041 INSPECTOR r s 0 cou TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION I FOUNDATION 1ST ROUGH PLEIG. FOUNDATION 2ND INSULATION FRAMING / STRAPPING FINAL FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) ELECTRICAL (FINAL) REMARKS: DATE /0 INSPECTOR u 1�oD OF SOUryo� H 0 �y0 MV,� TOWN OF-SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [/FOUNDATION 1ST [ ] ROUGH PLEIG. ] OUNDATION 2ND [ NSULATION [ FRAMING / STRAPPING [ ] FINAL ( ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ IRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: ,0.�ArW�A MVl f& W�% ?04 �r� 01wolvic, t f106,V (44,0 M4,1 DATE INSPECTOR OF SO�Tyo� ��y00UN1'l 0� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) j ELECTRICAL (FINAL) REMARKS: DATE Z/ 17 INSPECTOR 50UlyO N O �ycou TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] I ULATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE INSPECTOR I ' FIELD INSPECTION REPORT- -DA E A. COMMENTS b *a 0 [' FOUNDATION (1ST) ----------- ------------------------- d FOUNDATION(2ND) l 0 to.� pfwvpAgl / K .eA ��Vv i4- I v/Y Gsc; i01ROUGH FRAMING& rtiS 3 tS O y PLUMBING 1 + FiFor?* �4' Vl � � o f� l�6 ( ev INSULATION PER N.Y. STATE ENERGY CODE FINAL ADDITIONAL COMMENTS 7 .0 q6 1p 4v d 1Z5_ 7zz::�o ,m r ^ �3 � O I z r y x d b H 14 ' TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALLpard of Health SOUTHOLD,NY 11971 ets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 arvey Southoldtownny.gov PERMIT NO. � Check Septic Form -N-Y-S-ErE.C. ghritses 4B0.Application Flood Permit Examined 120 Single&Separate Truss Identification Form nD V -Q orm-Water Assessment Form �� D Contact: _ Approved ,20 AUG 1 6 2017 oozri Disapproved a/c DD's'. Phone: C�31 — 'f rj — 5y E(o Expiration C2 20]:j TOWN OF D ut nspector APPLICATION FOR BUILDING PERMIT Date � , 20� INSTRUCTIONS 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 shal I 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. (S' nature of applicant or name,if a corporation) 1 KI DLD cmArmR 4 go, 4 3*n 8 tyom-,rz� (Mailing address of applicant) 1 f u 919 f State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder GONE)g4t CeWzR4cZVR Name of owner of premises L J,(&qj ��A ALL (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. sY-a 10— Plumbers License No. 3b !f M7? Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: c� - Z-169 y Ek ae-c D� LA. 50.UT A 0 L-6 House Number Street Hamlet County Tax Map No. 1000 Section Cj� Block:_ ;,'T'"'" Lot 12 _ u Subdivision YL�nr��CA7`� Filed Map No. 511,91 Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy ontE ESI P6 b. Intended use and occupancy ONE FAm LwR j�7—,l.)C-Al'7R-L 3. Nature of work(check which applicable):New Building lr Addition v"� Alteration Repair Removal Demolition Other Worlc (Description) 4. Estimated Cost Svc p®p, mp Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units zNgn-tbeF4,gfrdwelliirg^units Qn"each floor If garage, number of cars I, 9 _ 1 `V t I 11 ? i � 6. If business, commercial or mixed occupancy, specify liatu>_e,and ,extent,of eachhple 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 !� y '` Rear Depth 11) $ D 'r Height 8 �—� " Number of Stories DIVE- 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories -9. Size of lot: Front Rear Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated )RO-Sf D67 -T7-4- - 12. Does proposed construction violate any zoning law, ordinance or regulation? YES ' NO 13. Will lot be re-graded? YES NO V Wi11 excess fill be removed from premises?YES NO ✓ 14. Names of Owner of premises Wil-` Aw AC:;r4Address � G-q T R Phone No. Name of Architect Address ` Phone No Name of Contractor -T©iW C­ e0&&J Address i 9 'r`� one No. G 3 1 IJP-"i'- I•k�i-ta n1�/ 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 QUIRED. 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 * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OFF ) J-0h n Bom being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the (Contracto ,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 thi day of C- 201-7 q'A LA'Vfi'A TR CEY L. DWYER Notary Public NOTARY PUBLIC,STATE OF NEW YORK Signature of Applicant NO.01 DW6306900 QUALIFIED IN SUFFOLK COUNTY COMMISSION EXPIRES JUNE 30,2�`� _� rw Scott A. Russell ��°Su �a� STOIKMMA TIE][, SUPERVISOR 1\\4A\NAG]E1\M[1EN r]F SOUTHOLD TOWN HALL-P.O.Box 1179 O 53095 Main Road-SOUTHOLD,NEW YORK 11971 �V/1 � Town of So u th o l d CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) -_-_.-____,—__ --_-_.—.-DOES--THIs--PROJE,CT--INVOLVE—ANY'—®F--` HE—FO LL®w>ING. 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. ❑FC. 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. Elp E. Site preparation within the one-hundred-year floodplain as depicted on FIRM Map of any watercourse. EIJP 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. PPL]CANT- (Property Owner,Design Professional,Agent.Contractor,Other) S.C.T.M. #: 1000 Date ((�� p�, G� 'DDIStrld NAME C)� 20 rtiN \ ' 5 / ] �— f� w,,,,e \ Section Block Lot / k" ` FOR BUILDING DEPARTMENT UzF 0_\LY Contact Information f93I — I�f J Iry SCrJ RevlewedBy. - - — — — — — — — — — — — — — — — — / Property Address / Location of Construction Work: Date: — — — — — — — - - - - - - - - -- - - - - - - - -rhTT- 69, Approved for processing Building Permit. Stormwater Management Control Plan Not Required. �B�`��� a i�•�` �� ❑ Stormwater Management Control Plan i�,Required (Forward to Engineering Department for Review.) FORM --SMCP-TOS MAY 2014 /� o��SUFFU(KcoG Town Hall Annex �� yam► Telephone(631)765-1802 54375 Main Road .t Fax(631)765-9502 P. O. Box 1179 y = Southold, NY 11971-0959 eP �jol � Sao BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date: Owner: Location of Property: Please take notice that the(check applicable line): "New commercia[or residential-structure 'Addition to existing"-commercial or residential structure Rehabilitatioin,to.an existing commercial or residential;structure to be constructed`or performed at the subject property reference above will-utilize (check applicabldJine-): Truss type construction (TT) Pre-engineered wood construction (PW) _i Timber constrdction (TC) in the following location(s) (check applicable line): Floor framing, including girders and beams (F) 7--)q)01V >;t-a, Roof framing (R) �)Oe r-i2 Floor and roof framing (FR) Signature: 01, Name (person submitting this form): Capacity(check applicable line): Owner Owner representative TrussRegl5.docx Effective 1/1/2015 '' .st.'i"t4rr�'. �t{���"��� .�'•�`'t^s��5��ti��`'t a-..54'�Q�r��;.t}� •rl:v ��r 4,}i."�y}'� y.'H' f.5"t+�+}rf�'>� $�1'vit ,KI„t, y,r'�.L��'Lrr r�Mz"' -1.'".C,.Jr;Fi-">'�iZr4*�*"�'i.•^`�t >�i���,(^�'"� }r`1"•,r.'J��-` l.+ t .� fr ;{�'.i 'ra.L cs��,�+}i^ ..,. ;� ��Cay '.� •f� ,S�.. nti�t�z�i. �i'��1{-�;vr+ - � • : b u7.tm tj' t 4 Y 2c !f tYr."'a�4�Yr ' ��x '•L•r - fit.t Yl'`�11 '• tl't' k� .`nr,4'`� r� rri r/ fA�z '.t'.•�S�j. t� .t'. a4r ✓ w. ;tt{'`. ' ^c-,. r�.t.., -Y;. : t M .Y axr �..rJr" .,. t It- �'2` 4 f��JY+ K It ft h if t t � •'� _ J T 'r rr� S f >r? z.z4 s� r •��. t.t: f S ,rc .s•Air Sµ7 r r.i::_ �t r 1,.. tr_ f a ti4� s; x , _ r i `15 • • `� n1 �. r - FLOOR FRAMING, GIftDERS AND BEAMS _ 1 ROOF FRAMING ' s 4 Town Hall Annex o 0, ee -� J [ Telephone(631)765-1802 i 54375 Main Road N � . C�ow(63 )765 P.O.Box 1179 rogerrichertUnsougoE nV us i Southold,NY 11971-0959 _ �7 i BUMDI NG DEPARTMENT y_\Le.) TOWN OF SOUTHOLD ! APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY- /�.4,4r� Date: /d� J.2 - 1 � Company Name: Name: License No.: A� _ Address: 7Y,d,.jZ / Gro / 2 ! Phone No.: - - exc) JOBSITE INFORMATION: (*Indicates required information) *Name: rCe17V 4f,'rLZ- 1 *Address: *Cross Street: *Phone No.: Permit No.: Tax-Map District: 1000 Section: Block: Lt Lot: *BRIEF DESCRIPTION OF WORK (Please Print Clearly) (Please Circle All That Apply) Is job ready for inspection: I YE NO Rough in Final I *Do-you need a Temp Certificate: YE ! NO Temp Information(if-needed) *Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other *New Service: Re-connect Underground Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION 82-Request for Inspection Form � 7 f �. i s • }' VL r o p� ! ty Ir x. ' �ry, v i • . ,�� `r' a aVF�.,'4� p�� :'. ��a 1t r: 1 � � , t r r y , 4 T� n w y 1��� y __ ,� -� �"� • : k rF 5i- G F 1 t t a a I • 4ft dft utlets i Ak, t r* , fi ImLe r t e K k ' 7► e L i k�r , or _ s CTD 0 I ti t k , 9 � s P lip i . a r w AV fore �r4 -r V .. r � ,,. � �� _ r ,. { � e, i h y w � �, - s r :�� . '� i y .� _ �- -� i �, §� M X 1 �� .7 e � 11 M! � { ^'` f e y 1 .x / IL J ` #Aw 4p, - � ■� & « :� . • a . � ! - � ,r _ c i F' 1 M i :� ', e �� 4 ��. i s c, - �,�; �, kt ' � .:. i {{� �� 1 � - .r � 0 si l � ol ,. 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R 1 - =-' - - i - s ,( ff�al� Go. r�14►�b moo.- 5-18 7 (�3D5yr - - Y. • � lira}r-t� bsvta s� � _ y -444 14'a ~y ••� � � � � �* ,,�.� �--� � i � � ergo raa�4'r�f'0 61 E'..rr'yyr.... ,tw-t1 - • s.�----4_t �.y+@�q- �� �� ��� �� p'� � � • f__ `` O �+ � Yo ye + ! d� Is ;COMM CW rim Sur -Cur stat A Vim , CON pec VkVP? Tu� C q Is ISIIIALF Li To � ` rs7zD of tfSteu ^Y 4140,-,SCf 'T14 AND 5 ADDM AtENOT �s'r•, atn �,-�; of. 0 ASM whom ONS J��4 �� - - , -�-�--�--••...-- _.;.,,_ --+ter REVISIONS 0 g ti .-4- rl ....... ..... +4 74 tr! I-ri rf I 4 H!H 1±�it Lt, fti tit i4l it, t 11" t i±�l 4 HT t C*n 444 t ti1- t-l" #41H -4i4; REAR ELEVATION SCALE: 1/4" = P C) 0 D w z 0 0 w Z Z w >- U) LO 04 so A n. 0.014 41 DRAWN: MH/MS t SCALE: 1/4"=1'-0" U- JOB#: T-3.4 November 13,2017 SHEET NUMBER: _. . A� I Ai If rlsl E�I f E311 Irl REVISIONS 00 00 D VERIFY LOCATION AND ADJUST LALLY COLUMNS '' IN FIELD FOR POSTS FROM ABOVE.INSTALL STEEL 1/ LALLY COLUMNS w/2'X2'Xl'FTG.(iYP) 1 / -k14'-0" 0 4� N H � M K 00 EXISTING FOUNDATION 0 16'-0" 36X24 ACCESS #5 REBAR @12'OC 1 LOCATION TBD &AT FTG.,MIN. I T BELOW GRADE I 1 LL c I I O I I Zw [� 1 I CRAWL SPACE o a B 1 X ( 1 \ I i OD `h"/L`yl� z M , , I^ I I O 1 1 #5 REBAR @12"OC &AT FTG.,MIN. I A T BELOW GRADE A Q � w ® Ft ttttttttt 1 a ' LEDGER BOARD TO BE FASiENDED I 1).8"THICK CONCRETE BLOCK FOUNDATION.EXTERIOR OF FOUNDATION TO BUILDING WITH TIMBERLOK® TO BE DAMPPROOFED AS PER N.Y.S.CODE WITH A BITUMINOUS COATING. p ' - SELF-COUNTERSINKING SCREWS II BY OLYMPIC MANUFACTURING I' 2).FOUNDATION TO HAVE 16"X8"CONCRETE(2X4)KEYWAY IN FOOTING. %O N (2 SCREWS @ 32"O.C.) FOOTINGS TO HAVE 2-#5 CONTINUOUS RE-BAR.ALL FOOTINGS TO REST = 1 1 ON UNDISTURBED SOIL(MINIMUM 3000#CAPACITY).MIN.T BELOW GRADE. N 1 J 1 1 ' 3).FOUNDATION SLAB TO BE 2"THICK,(CRAWL SPACE)CONCRETE ON x 1 -------/-y COMPACTED FILL. 1 ,= v O 4).PROVIDE 2X6 ACQ SILL PLATE.SILL PLATE TO BE INSTALLED OVER FTS COP-R-TEX TERMITE SHIELD AND FOAM OR FIBERGLASS SILL GASKET. Twp O ' m ' OI O V1 ' I x I' v '' I 5).PROVIDE 5/8"DIA.ANCHOR BOLTS AT T-0"O.C.AND W/I 1'-0"OF cq L0 ' ,N 9'-6» 9'-6" '� ao If) CORNERS,INTERSECTIONS AND SPLICED JOINTS.ANCHOR BOLTS TO Y N ( HAVE A MINIMUM 13"IMBEDMENT(CONCRETE BLOCK) INTO THE - CONCRETE.EACH ANCHOR BOLT TO BE ATTACHED TO SILL PLATES Q -- --------------------------- --- --------------------- WITH 3X3 SQUARE WASHER AND NUT. W }- -- ------------------------- - --- --------------------- - (3)2X10 ACQGIRDER (3)2X10 ACQ GIRDER 1 1 N H Q I 'J 12"dia.CONC. C V � �i Z i I x PIER 3'BELOW 0 m I, l I N GRADE(TYP) N FT1 0 N N, wO I (2)2X10 ACQ GIRDER (2)2X10 ACQ GI DER (2)2X10 ACQ GIRDER v I ^^ � W ~ __ Z ----------------- ----------------- ----------------- } 0 6'-4" 6'—4" 6'—4" Lo FOUNDATION PLANLo N SCALE: 1/4" = 1' 14 SC DRAWN: MH/MS ,e .:.. �'� �•, � SCALE: 1/4'-1'-0" JOB#: November 13,2017 SHEET NUMBER: F N ` A-2 � LF- i',%,r Rlaril`\',' REVISIONS O-°0 0o 0 BUILD WALL UP ' (�� TO RRs -.1 3/4X`1T7/�L. � " �n I ' 1 ' .. a rn POST DOWN TOfOUNDATION I 'J LALLY COLUMN /2'X2'Xl'FTG. m K ■ (VERIFY AND ADJU T FOR EXISTING ■ "' K CONDITION IN FIELD) � 0 Q Z Lu 1 ' W �� I I C 1.0 n Q U ti U-LL' 1 ,r LL I I EXISTING 2X8 FALSI RR 0,111"OCI N■ ■ \ 1 fel■ ■/.= ■ 1 I ■ I '-0" EXISTING WALL 10 BE REMOVED O ■ 1 Q � 1 O a FAMILY ROOM I W -I a CATHEDRAL CEILING I Q Q O 1 N Q 1 B lei.. w N O O � 0 O BUILD WALL N .. UP TO RRs /:t Fad 1. USE 3/4"T&G ADVANTECH ENGINEERED SUBFLOORING,INSTALLED WITH RING SHANK OR SCREW SHANK NAILS AND SUBFLOOR ADHESIVE PER Lo AMANUFACTURE'S INSTRUCTIONS. (2)2X10 DF#2 HEADER 2. MATCH EXISTING PLATE HEIGHT,8'-0"(VIF) FWG6068L I 3. EXTERIOR WALLS TO BE FRAMED WITH 2X4 DF#2 STUDS AT 16"O.C. 8'-101/2" 7'_l 1/2 I 1 4. EXTERIOR SHEATHING TO BE 7/16"OSB PLYWOOD. 16'-0" 1 I 5. PROVIDE 2-2X10 DF#2 HEADERS OVER ALL BEARING WALL OPENINGS UNLESS OTHERWISE NOTED.ALL OPENINGS OVER 3 FT.TO HAVE 2 JACK STUDS ON EACH SIDE OF OPENING.PROVIDE 3 JACK STUDS ON EACH SIDE FOR MICROLAM HEADERS. Y 4. I O I of W I 9. INSTALL FIRE BLOCKING,FIRE COLLARS,CAULKING,etc 1N CEILINGS 0 1 t (MAX.10'OC)AND INTERSECTING WALLS,LOAD-BEARING WALLS, w 1- i 95 FRAMED CHIMNEY/DUCT CHASES,VENTS,PIPE PENETRATIONS,etc. HIS >_ 4tzDECK "' z O PER CODE. W N III 1 1 1 LL LL III 0 I t 1 0 - iii z 10. ALL EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE UPGRADES WHERE Q X N III S APPLICABLE.PROVIDE DEBRI-PROTECTION PANELS WITH FASTENING J HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING. V O v v I 1 i w = 11. INSULATATION UNLESS OTHERWISE NOTED:CEILING/ROOF:R21,EXT. z j 3'-6" WALLS:R15,FLOOR:R21.SEE RESCHECK REPORT Z ED O I � 12. ALL WALLS AND CEILINGS TO BE PROVIDED WITH 1/2"SHEETROCK. � " I L I I •;,sem.. *ea..t• N , I (2)2X10DF#2 GIRDER I p Pi�� " SC,y1 FLOOR PLAN ---------- --------------- --------------- ---------- SCALE: 14"n I �, a ;" a � 1� DRAWN: MH/MS = 1 20'-0" �N � _ > SCALE: 1/4"=1'-0" 3 JOB#: y, �IrN November 13,2017 SHEET NUMBER: A-3 � � r:1rTrr r:lrT r' REVISIONS V .._ 0 ©o �O 0 0 ti N a 1 z Lo 00 41 0 a z z Q o D � � � Q a � � x O � a � O a REAR ELEVATION SCALE: 1/4" = 1' W Y O o FTI W } W W m � O ^^^ � Z F" W O } (n L0 A a� DRAWN: MH/MS SCALE: 1/4"=1'-0" JOB#: vCZ3�� , August 10,2017 F pig� SHEET NUMBER: REVISIONS 0 �oo ti rr VERIFY LOCATION AND ADJUST LALLY COLUMNS N FIELD FOR POSTS FROM ABOVE.INSTALL STEEL ' ' LALLY COLUMNS w/2'X2'Xl'FTG.(TYP) i a m m -- - 14 0"/ -- a 0 0 EXISTING FOUNDATION 16'-0" z 36X24 ACCESS #5 REBAR @12"OC LOCATION TBD I &AT FTG.,MIN. ' ' a T BELOW GRADE CL z Q H J � � LL CN LZU CRAWL SPACE o O X B x d' i i ao O O 'm a 6'-0" C w I^ � a #5 EBAR @12'OC i &AT FTG.,MIN. ' A 3'BELOW GRADE --------------------- ----------------- -------------- ' i 212X8ACQGIRDER �7----------------------------------------------- I 1).8"THICK CONCRETE BLOCK FOUNDATION.EXTERIOR OF FOUNDATION LEDGER BOARD TO BE FASTENDED 12"dia.CONC. i TO BUILDING WITH TIMBERLOK® TO BE DAMPPROOFED AS PER N.Y.S.CODE WITH A BITUMINOUS COATING. PIER 3'BELOW SELF-COUNTERSINKING SCREWS GRADE(TYP) , ' BY OLYMPIC MANUFACTURING � 2).FOUNDATION TO HAVE 16"X8"CONCRETE(2X4)KEYWAY IN FOOTING. F.L� ' FOOTINGS TO HAVE 2-#5 CONTINUOUS RE-BAR.ALL FOOTINGS TO REST (2 SCREWS @ 32"O.C.) ON UNDISTURBED SOIL(MINIMUM 3000#CAPACITY).MIN.T BELOW GRADE. V 1 3).FOUNDATION SLAB TO BE 2"THICK,(CRAWL SPACE)CONCRETE ON Y ' E COMPACTED FILL. O iC O O O ' 1 4).PROVIDE 2X6 ACQ SILL PLATE.SILL PLATE TO BE INSTALLED OVER w }' i ' ' N COP-R-TEX TERMITE SHIELD AND FOAM OR FIBERGLASS SILL GASKET. cl ' W S).PROVIDE 5/8"DIA.ANCHOR BOLTS AT T-0"O.C.AND W/1 1'-0"OF l Z �1 CORNERS,INTERSECTIONS AND SPLICED JOINTS.ANCHOR BOLTS TO r 0 ' HAVE A MINIMUM 13"IMBEDMENT(CONCRETE BLOCK)INTO THE r ' FTl O J CONCRETE.EACH ANCHOR BOLT TO BE ATTACHED TO SILL PLATES O FOUNDATION PLAN PIER 3'CONC. i WITH 3X3 SQUARE WASHER AND NUT. Z F- PIER 3'BELOW ' w i i GRADE(TYP) ' Z) SCALE. 1/4" = 1� --(3)2X8 ACQ GIRDER -- -- --(3)2X8 ACQ GIRDER-- -- -- (3)2X8 ACQ GIRDER-- --i W 0 jc\I ' �.IN S DRAWN: MH/MS SCALE: 1/4"=1'-0" JOB#: B August 10,2017 SHEET NUMBER: A�2 REVISIONS 0 00 DO O� BUILD WALL UP TO RRs N 2 1-3/4X11-7/8 ML a POST DOWN TO OUNDATION LALLY COLUMN /)2?M Xl'FTG. I �.: g') (VEP AND ADJU T FOR EXISTING CONDITION$IN FIELD) I r Z I O eso n W v m N� CN EXISTING 2X8 FALSE RR 0,16"OCI ■ ■ 1 ■ I 1 '-0' EXISTING WALL 0 BE REMOVED Z ■ Q 2X8 FA15F RR r@16"OC I � Q I O a FAMILY ROOM 1 iat Lo ^ CATHEDRAL CEILING I 0 w W O C14 0 = en I B U- N I Q w o a o � O Q BUILD WALL N UP TO RRs N O a 1. USE 3/4"T&G ADVANTECH ENGINEERED SUBFLOORING,INSTALLED WITH RING SHANK OR SCREW SHANK NAILS AND SUBFLOOR ADHESIVE PER Lo AMANUFACTURE'S INSTRUCTIONS. (2)2X10 DF#2 HEADER 2. MATCH EXISTING PLATE HEIGHT,8'-0"(VIF) FWG6068L 3. EXTERIOR WALLS TO BE FRAMED WITH 2X4 DF#2 STUDS AT 16"O.C. 8'-101/2" 7'-1 1/2" 4. EXTERIOR SHEATHING TO BE 7/16"OSB PLYWOOD. 5. PROVIDE 2-2X10 DF#2 HEADERS OVER ALL BEARING WALL OPENINGS Fit 16'—O" UNLESS OTHERWISE NOTED.ALL OPENINGS OVER 3 FT.TO HAVE 2 JACK STUDS ON EACH SIDE OF OPENING.PROVIDE 3 JACK STUDS ON EACH SIDE FOR MICROLAM HEADERS. Y 9. INSTALL FIRE BLOCKING,FIRE COLLARS,CAULKING,etc IN CEILINGS Q 0 O (MAX.10'OC)AND INTERSECTING WALLS,LOAD-BEARING WALLS, F1-1 j FRAMED CHIMNEY/DUCT CHASES,VENTS,PIPE PENETRATIONS,etc. HJ•� DECK PER CODE. >W 10. ALL EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE UPGRADES WHERE 1 z APPLICABLE.PROVIDE DEBRI-PROTECTION PANELS WITH FASTENING HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING. m� 0 J O 11. INSULATATION UNLESS OTHERWISE NOTED:CEILING/ROOF:R21,EXT. 1�'�1 Z �-- WALLS:R15,FLOOR:R21.SEE RESCHECK REPORT Z D } O 12. ALL WALLS AND CEILINGS TO BE PROVIDED WITH 1/2"SHEETROCK. .,� lo Lf') FLOOR PLAN -------- -------- , ; ,r�, �,r,c �,IN SC S A SCALE: 1/4" = 1' -------- -------- t� - -�� -A,y DRAWN: MH/MS B ;� .; �► SCALE: 1/4"=1'-0" „ JOB#: i� 22'-0" August 10,2017 ,or �'?� � � SHEET NUMBER: 41 ,CM3 A-3 REVISIONS I I ' lz�a I I/ I 1 I ' / I I ' I I I I I I 1 I I POST �lQ DOWN TO BEAM BELOW m I � O ea as J, �+ M I 1 I I / /� � i I ♦ '7� I I/ O I I I I ' I w ------------------------------------ II a � - - - - - - - - - - - - - - - - - - - - - - - 7-777�����77-77���/ ��7/ 7�7- � �� ►._, I I I S I I I W N I f I Q I I I I I Q II 5 II II Z I g II I II 1. INSTALL 2X6 DF#2 COLLAR TIES AT 48"O.C.OR AS SHOWN ON PLANS. 5 a 2. ALL LAY OVER PLATES SHALL BE BOLTED TO RAFTERS WITH 1/2"DIA. GALVINIZED LAG SCREWS WITH WASHERS AT EACH RAFTER. 0 II II ' I 1 12 O 3. INSTALL FIRE BLOCKING,FIRE COLLARS,CAULKING,etc IN CEILINGS a ' OC i i 1 �/_ i (MAX.10'OC)AND INTERSECTING WALLS,LOAD-BEARING WALLS, FRAMED CHIMNEY/DUCT CHASES,VENTS,PIPE PENETRATIONS,etc. O II PER CODE. ' 4. APPLY 1/2"THICK FIR CDX SHEATHING OVER ROOF FRAME. a I I - I I I I -------------------------------------------------- ------------------------------------------------- 1 5. APPLY METAL DRIP EDGE OF ANY UNDERLAY ALONG RAKE EDGES AND DIRECTLY TO THE DECK ALONG EAVES. EXISTING ROOF TO REMAIN 6. USE 30#FELT UNDERLAYMENT WITH ASPHALT ROOFING. 7. ICE&WATER BARRIER TO BE USED IN ALL VALUES,RIDGES,INTERSECTIONS WITH ROOF AND SIDE WALLS(TYPICAL)AND 4'PERMITER. ROOF PLAN 8. M NOT INSTALLUNDERLAYMENT CLEANAY OR TON WET I DAMP PLYWOOD!!!SHEATHING T� MUST BE DRY AND CLEAN PRIOR TO INSTALLING UNDERLAYMENT. V1 UNDERLAYMENT IS NOT TO BE LEFT EXPOSED TO ELEMENTS AT END OF THE WORK DAY.COVER WITH HEAVY-DUTY TARP UNTIL ALL ROOFING IS SCALE: 1/4" = 1, COMPLETE. O o Lp 9. INSTALL ASPHALT ROOFING AS PER MANUFACTURE'S WRITTEN INSTRUCTIONS. > > USE GALVANIZED(ZINC COATED)ROOFING NAILS,11-12 GAUGE WITH AT LEAST 3/8"DIA.HEADS,LONG ENOUGH TO PENETRATE THROUGH PLYWOOD. 1 W USE 6 NAILS PER SHINGLE.NAILS TO BE FLUSH WITH SHINGLES BUT NOT ^ Z CUTTING INTO SHINGLE SURFACE. J 10. VENT ALL ATTICS(INCLUDING PORCHES)AS REQUIRED.USE COR-A-VENT 5-400 O 0 AT SOFFITS,COR-A-VENT X-5 AT ROOF-WALL INTERSECTIONS,CAF COBRA W RIDGE VENT AT RIDGES,AND GAF MASTER VENT LOVER FOR LOW PITCH ROOFS. Z CONTRACTOR TO INSTALL SOFFIT VENT ALONG WALL SIDE WITH TRIM TO W O CONCEAL VENT. } U) Lo 11. GUTTERS,DOWNSPOUTS,DRYWELLS TO BE INSTALLED/REPLACED AS REQUIRED. .. N se DRAWN: MH/MS r ' SCALE: 1/4"=1'-0" 1`y JOB#: I B August 10,2017 ���23SHEET NUMBER: 3� � ,� 4A� REVISIONS REScheck Software Version 4.6.4 Compliance Certificate 12 RIDGE Project R @I6Aoc TIMBERLOK SCREWS ---- ---- Enemy Code: 2015 IECC ____ 2X6 16"OC ---- Location: Southold,flew York AT EA.RR(TYP) Construction Type: Single-family 2X12 LAYOVER PLATE oo° Pra;ectTypc Addition o vo O� Climate Zone: 4 (SS72 HDD) „OG EXISTING RRs 0 Prcrm NtL- TO REMAIN t Plumber 2XaFl�@`6 k8 F'gCS�cRR �g�.• I6"O 2X6 CJ Construction Site: OwnedAgent: Designer/Contractor. R21 @16"OC CAMPBELL HOUSE Msk Schwartz Architect --- --- 2155 YENNSCOTr DMIE P-O-Box 433 — - - -- SOUTHOLD•NY Cutchooue,NY 11935 C31-734.4185 R21 mksa rchitectooptarli ne.net R15 0 SIDING PER OWNER - w/UNDERLAYMENT eonviiarce:4,x%Better Than code MaxImurn UA: 49 YOLr UA:47 Maximurn SHC-C: GAO Your SHGC 0.21111 - 7/16"OSB(MIN.) U The M B.m—w—o rhm cm&b,dbe rrs.Ab hw du,b to­rrrw"HIM.r,m, in I,.,.d n"emk Tnd• "ft. 0 " OOeS NOT P,.r6d.M.eYw.bb aF..�A01 rP P.!E.IebM`.mram..wcedJ`hanb. I @ EXISTING -� Ha►7 �., 2X4 DF#2 16 OC N 00 d �' Envelope ASsemblies 2 C) Floor 1:All-Wood JoistTruss:Oxr Urcandiimned Space 160 21-0 0.0 0.044 7 Ylatl l:wood Frame,16•O.C. 3 4"SUBFLOOR � 234 15.0 0.0 0.077 12 — - - — U ?S SAME? sh Afflklslfflgh PAndaw 1:VinATiberglass Frame:Double Pane with Low-E 33 0.300 10 — - — - — ,? Z SHoc:o.za 2X8 FJ @16"OC R21 (3)1-3/4X7-1/4 0 Door 1:class 42 0.240 10 2X6 ACQ SILL PLATE ML FLUSH BEAM Ztom. SHOC:0.28 Ceiling 1:Cathedral Ceiling 150 21.0 0.0 0A49 8 8"CONC.BLK.WALL TERMITE SHIELD EXISTING EXISTING DAMPPROOF SILL SEAL Compliance Statement:The proposed building design described here is consistent w th the building Piers,spech`cations•and other 2"CONC.SLAB calculations submitted wPth the permit application.The proposed building has been designed to meet the 201.51ECC requirements in REScheck Version 4.6-4 aril to comply with the mandatory requirements listed in the REScheck Inspection Checklist. r; 10 16"X8"CONC.FTG. Maine-Titfe Signature Dnte (2)#5 REBAR w z SECTION A-A. z a SCALE: 1/4" = 1' o z Project Title: Report date: 08/08!17 U Data filename:C:11JsersLDrafting Staro-iSDocurnentslREScheckV-AMPBELLrck Page 1 of 1 U zo Q wa � as I O ¢ Q F--I FASTENER TYPE: SPACING: WOOD-SCREWBASED NOwRwnH 16•oc Nn.EMBEDMENT LENGTH No.10 ANCHOR WITH BASED LEN 16"OC , 2b.EMBEDMENTIFN(iiH 1 I I 1/41n.Ela.LAGSCRLW I BASED ANCHOR WRH 16"OC 21n.EMBEDMENT LENGTH 1 I I I 3/4 APAPLYWOOD 1/T APA RATED SHEATHING I, ` 1 I SHEATHING GRADE PLYWOOD (ALTERNATMVE 7116"O.S.&) I ® t/2" O APA RATED SHEATHING I l` 1 I 0 GRADE PLYWOOD I I I i ' I S — — — — II 11 �� >W } I J I (ALTERNATIVIVE:7116 O.S.B.) I o i 1^� W W FASTENER TYPE: SPACING: 2%4 OF lL` J S2 W.8 WOOD SCREW STUDS BASED ANCHOR WITH 10"OC ` WINDOW ALL 2I1.EMBEDMENT LENGTH I I I ( /� I I ! IJ I J — — S 4"DECKING— ft. TYPICAL WINDOW OPENING No.1DWODPSCREWB ( I l ' y PANEL SPAN 2h EMBNDMEW UE H 12"a / / 1 —- - — J EQUAL OR SMALLER 21n.EMBEDMFMIENGDI I DBL.2X8 ACQ DJ @l6"OC O THAN 4 FEET 1/m"."1".LAcswEW I W W = BASED BASED ANCHOR WITH ie,OC An.EMBEDMENT LENGTH _ II 11 _ II (3)2X8 ACQ (3)2X8 ACQ z ~ TYPICAL DOOR OPENING FASTENER TYPE: SPACING: V GIRDER GIRDER PANEL SPAN GREATER THAN 4 FEET MULTIPLE M(4 D y CONNECIESTED Q e p e W O AND EQUAL OR SMALLER TOGETHER WITH STAINLESS STEEL No.B NCHOftR IT Q 21n.INA ANCIORWITH 8"O[ ' 12"din. THAN 6FEET ORGALVN¢EDBOLTSWRS 2n.EMBEDMENTLENGTH N Q 12"din. A . AND NUTS a T-W D.C.oW —No.10 WOOD SCREWS D'. CONC. CONC. Ln TYPICAL MULTIPLE OPENINGS �DANCHOR WITH roc PIER PIER � � 2m.EMBEDMENT LENGTH 04' PANEL SPAN GREATER THAN 6 FEET 1/4m ae LAGSCREW „/ ,�'Fo<- \4 A-' ..�A. AND EQUAL OR SMALLER BASED ANCIEN LEN L6"a J .�, ;fi� THAN S FEET Ln.EMBEDMENT LENGTH y-® A WIND—BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL / 4 IED�c » AS PER SEC. 1609.1.2,2015 IBC:ALTERNATIVE FOR OPENING PROTECTION(IF NOT USING IMPACT GLAZING) j �' .WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" SECTI0N B—B. Y rP _ iia.. . 1" DRAWN: MH/MS AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS.PANELS SHALL BE PRECUT TO a ? e'i:�- '`� ,-0„ n _ 1 ° ,., `,ai',a 1 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 SCALE: 1/4 - 1 � �� SCALE: 1/4„_1 CONSTRUCTION CODE).THIS IS NOT A SUBSTITUTION FOR DESIGN-PRESSURE.ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. I ALL PANELS MUST BE CUT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS.SHUTTERS MUST BE MARKED FOR WHAT OPENING IT IS TO COVER. JOB#: '1 Y1 ^+ HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. _ August 10,2017 to�► �1 +,' SHEET NUMBER: REVISIONS 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. KING STUDS IN. ENDWALL RAFTER WALL STUD CRIPPLE STUD e BOTTOM PLATE RIDGE LEDGER BATHTUB O°o o°O HEADER DOUBLE JOIST SIDEWALL RAFTER JACK STUDS FLOOR USP NUMBER DESCRIPTION APPLICATION 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 ffALLOPENINGS ON USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP JOIST DIRECTION WITH 2 JOISTS. UNDER WALL. c� 2ND. ADS5 INGS LSTA12 1-1/4"x12" 20ga. STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1/4"x24" 20ga. STRAP APPLY OVER RIDGE TO EACH RAFTE 2x6-2x8 LS26 18 a. SLOPE HANGER APPLY TO EACH RAFTER LEDGER ( ) ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH g / FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE `~ THE FLOORS TO EACH OTHER W/ THREADED ROD. RT3 OR RT71 TYDOWN ANCHOR JAPPLY TO EACH CRIPPLE STUD 2X10 LS210 18ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER BLOCKING 024"OC Q' N dill WALL STUD a m THROUGH-ROOF EXHAUST VENTS SELECTED AND C METAL STRAP ` LOCATED BY CONTRACTOR � .� v Q Z w VENTILATION CHANNEL U � Ln �.. °1 °p RIM BOARD AS REQUIRED S O o e1 RAFTER U R r SILL PLATE(S) RAFTERS MAINTAIN n VENTILATION "Y WOOD JOIST U In FOUNDATION M TOP PLATE BLOCKING - - - - - - - - � - 2x4 LEDGER BLOCKING z 1 2x4 SOFFIT JOIST 0 STAPPING TO BE ATTACHED TO WALL STUDS 048"OC AND ALL WINDOW/DOOR OPENING JACK STUDS ATTIC SHALL BE PROVIDED WITH A FASCIA MINIMUM NET FREE VENTILATING AREA FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION WALL STUD NOT LESS THAN 1/150 OF THE AREA OF GUTTER INSTALL 4'0" O.C. �i� THE SPACE VENTILATED. ALL OPENINGS WOOD GIRDER 4" - 8" LSTA24 1-1/4"x24" 20 a. STRAP AND JACK STUDS SHALL BE COVERED WITH CORROSION- ONTIN. SCREENED VENT / 9 '�TRESISTANT METAL MESH WITH MESH CONT N. SOFFIT/ EXT. PLYWOOD ON ALL OPENINGS i OPENINGS OF 1/4 INCH IN DIMENSION. i INSTALL 4'0" O.C. LOCATION USP NUMBER DESCRIPTION APPLICATION SOFATED EAVE 8" - 14" LSTA30 1-1/4"00" 18ga. STRAP AND JACK STUDS 4" - 6" RAFTER RT10 10-3/4" x 18go. TYDOWN ANCHOR CONNECT TO ON ALL OPENINGS / � �� EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND INSTALL 4'0" O.C. CONNECT TO OVER BEARING WALLS AND HEADERS 14" - 16" LSTA36 1-1/4"06" 18go. STRAP AND JACK STUDS ��� ' 8" - 12" RAFTER RT20 21-1/8" x 20go. TYDOWN ANCHOR EACH RAFTER ON ALL OPENINGS 2ND. FLOdLd i O a RAFTER WOOD JOIST � z._, C) TOP PLATE Q GIRDER/HEADER U 1ST. FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS 048"OC WOOD JOIST ~ AND ALL WINDOW/DOOR OPENING JACK STUDS WALL STUD O H FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION INSTALL 4'0" O.C. O z 4" - 8" LSTA36 1-1/4"06" 18go. STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION APPLICATION Q ON ALL OPENINGSALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH RAFTER/PLATE RT75 TYDOWN ANCHOR CONNECT EACH U THE PROPER STEEL CONNECTOR. a NSTALL 4'0" O.C. RAFTER TO PLATE IF ABLE, SET FIR JOISTS APROX. 1/2" HIGHER THAN LVL HEADERS 8" - 16" MSTA48 1-1/4"x48" 16go. STRAP AND JACK STUDS CONNECT OVER TO ALLOW FOR SHRINKAGE. & REDUCE BUMP OUTS ON ALL OPENINGS PLATE/WALL SPTH4 STUD PLATE ANCHOR PLATES TO EACH STUD DBL. SILL PLATE TERMITE SHIELD SILL GASKET / 1 ` r I TYP. CONC. FOUNDATION CONC. SLAB ^ DAMPPROOF EXTERIOR 6 MIL. POLY • Vy 1 6MIL POLY ON EXTERIOR V GRANULAR FILL • v STEEL COLUMN v CONC. SLAB I •� e.'.° � • ^ " ` r v ANCHOR BOLT EMBEDMENT: %�� C Q POURED CONCRETE: 7" n V 1 COMPACT FILL :s r BLOCK WALL: 15" % . ^ OKEYWAY FOOTING v ^ ACONC. FTG. • • ° t•• a t O x3 ANCHOR BOLT CONNECTION USE WITH 3SQUARE WASHERS `` } REINFORCING BAR FOUNDATION 5/8" DIA. ANCHOR BOLT(USP LBPS58 OR BP583) W_ \ DRAIN TILE p . ANCHOR BOLT CONNECTON I ( I ~ SUPPORTING MAXIMUM SPACING SILL PLATE TO FOUNDATION 1 STORY 72" OC Z CRAWL SPACE OR FOUNDATION SILL PLATE TO FOUNDATION �-- TYPICAL CONC.NEEDED FOUNDATION.STRUCTURAL APPLY PILASTERS MIN. 3" STEEL COLUMN ANCHORED TO 24"x24"x12" CONC. FTG. CRAWL SPACE OR FOUNDATION 2 STORIES 36" OC r—, J WHERE NEEDED FOR STRUCTURAL BRACING. W O � WALL BOTTOM PLATE TO FOUNDATION 1-2 STORIES 57" OC SLAB-ON-GRADE M w H Z I r—SUB FLOOR W O CONC. SLAB DOOR FRAME 6X6 10/10 WWM (n GARAGE JOIST COMPACT FILL 1 DOOR � Lo 1 I USE 2X8 STEEL BEAM Lo FOR BLOCKOUT +'r F:` 4" SLAB N '• ,• ,• P.T. PLATE :/ W/ 6X6 WMM - SLOPE �.,�_, U / `� 4"DRIVEWAY NOTCH JOIST AND ADJUST HEIGHT �a. 1 •,, '7 1 2"• •► • • •. (WITH A NAILING PLATE IF NEEDED) �AY'> �® Ape, • ,ice_ _1__ nt'C �• D i O • ° • •• TO BE APROX. 1/2"BEAM TO LL OR HIGHER THAN INKAGE .- �1) S,. ac • •. = e • • • '• • (PROVIDE STRAPPING TO KEEP OW RJOiSTS AL GNED) 'N�G`'� 1 v '�,n• # r �j00,pv DRAWN: MH/MS � 6X6 W.W.M. —►".— �, • =,11 --``__ ��I 'fT -SU MIN. t s '^ `:'A `:'C ^'• : s ^X E^ F.!;»1+. D ° _`� D ° :r;.,-;.,f . { SCALE: 1/4"=1'-0„ 1 • s �.,tw .,y I t.l a REINFORCING BAR ° e�°., , • I I—I I � JOB#: .D e REINFORCING BAR RAIN TILE pl "� + a �. O •O • — •° 4; L• • • S *Ufn EAM, W 1z" �, F D , �-*^ August 10,2017 PL E OL E 1 Q "; SHEET NUMBER: TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH (2) #4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. •• 't,1 *4 REINFORCE FOOTING WITH (2) #4 REINFORCING BARS. d ✓�' ���3�1`I �'°°{ GARAGE DOOR BLOCKOUT ry a ,� V • _ •�- REVISIONS WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING OR APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION.FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. 4"MAX. 4"MAX. -- �' 4"DIA.MAXIMUM 4"DIA.MAXIMUM POST GIRDER/HEADER z � ° ° to n p° °p POST/COLUMN s° Z 12"xl2"xl2" CONCRETE FOOTING + .•+� zo M 1 DECK POST FTG.CONNECTION DECK/PORCH RAILING LOCATION USP NUMBER DESCRIPTION APPLICATION STAIR RAILING POST-TO-GIRDER/HEADER CONNECTION 4X4 POST PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH FOOTING USE MIN.(2)1/2'DIA.GALV.BOLTS WITH WASHERS AND NUTS 6X6 POST PAU66 OR WE66 IPOST/BEAM ANCHOR APPLY TO EACH FOOTING cu 1-1/2"SPACE rn U MINIMUM ty � m m cm HANDRAILS �; tt >" ty GIRDER v N Z T-11-1 POST C) GIRDER/HEADER ° 44 s n •>' U y 0 POST/COLUMN " •s•" BALUSTERS RIM/DECK101ST ° CONCRETE PIER •° o ° •' OPEN BALUSTER ATTACHED TO WALL HANDRAIL CONNECTION ALL HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH OF THE STAIRS. HANDGRIP PORTION OF ALL HANDRAILS POST-TO-DECK CONNECTION HEADER/GIRDER-TO-POST CONNECTION SHALL NOT BE LESS THAN 1-1/4"NOR MORE THAN 2"IN LOCATIONEPAU616 NUMBER DESCRIPTION APPLICATION CROSS SECTIONAL DIMENSION,OR THE SHAPE SHALL USE MIN.(2)1/2"DIA.GALV.BOLTS WITH WASHERS AND NUTS (2)BEAMS 4 OR WE44 POST/BEAM ANCHOR APPLY TO EACH PIER PROVIDE AN EQUIVALENT GRIPPING SURFACE GIRDER/HEADER TO POST/COLUMN CONNECTION (3)BEAMS OR WE66 IPOST/BEAM ANCHOR JAPPLYTO EACH PIER FLASHING TUCKED UNDER TOP PIECE OF SIDING AND Z LAPPED OVER FIRST CONTIN. GIRDER/HEADER PIECE OF SIDING BELOW O 2•1/2"DIA.LAG BOLTS W/WASHERS CONNECTED TO BLDG.@32"OC UNDISTURBED SOIL ^ W STAIR TREADLAY PLASTIC BASE DIRECTLY ON F•-"I Q POST/COLUMN °° UNDISTURBED SOIL(ORGANICS REMOVED) yy RIM BOARD o° LEVEL BASE F+ FIT CONSTRUCTION TUBE AND PLUMB C STRINGER FLOOR FRAMING BRACE TUBE U 2x JOISTS ^rlr=- FILL AS PER MANUFACTURES INSTRUCTIONS w BLOCKING FOR 111=QI�1 _JOIST HANGER POST-TO-GIRDER/HEADER CONNECTION LAG BOLTS III ��� ���=III=III=III=�� O LOCATION USP NUMBER DESCRIPTION APPLICATION RIM JOIST/BD. ° O 4x4 SOLID COLUMN PBS44/PBSE44/KC44 POST CAP ANCHOR APPLY TO EACH COLUMN �•at O STRINGER TO DECK/PORCH CONNECTION 6x6 SOLID COLUMN PBS66/PBSE66/KC66 POST CAP ANCHOR JAPPLY TO EACH COLUMN QI HOLLOW COLUMN SIMPSON STRRI/2 H.C. ANCHOR IAPPLY TO EACH COLUMN DECK/PORCH LEDGER CONNECTION DISTURBED/POOR SOIL LAY 4-6"LAYER OF CRUSHED STONE OR GRAVEL LEVEL AND COMPACT BY HAND LAY PLASTIC BASE ON COMPACTED GRAVEL LEVEL BASE FIT CONSTRUCTION TUBE AND PLUMB BRACETUSE A& FILL AS PER MANUFACTURES'INSTRUCTIONS ]POST =_Ell F =_E I=11=1 =ll=�I- (2)THRU- WOOD JOISTJOIST PBIT ANOIia. GIRDER/HEADER CONC,PIER FOOTING Y v PIER 16"TREAD BIGFOOT SYSTEMS FOOTING FORM O c° WOOD JOIST 1 ° G GIRDER/HEADER IN ACCORDANCE WITH SECTION 104.11 OF N.Y.S.RESIDENTIAL CODE THIS DESIGN O GRADE < CONC.SLAB d b a COMPLIES WITH THE INTENT OF THE CODE AND THE MATERIAL OFFERED IS W (AS REQ.) e:v° AT LEAST THE EQUIVALENT IN DURABILITY AND EFFECTIVENESS OF THAT a A PRESCRIBED IN THE CODE. FLUSH JOISTS WITH HEADER/GIRDER THE DIVISION OF CODE ENFORCEMENT AND ADMINISTRATIONS FINDS THIS PRODUCT l Q W •a°N 8"dia. °"b a DECK PIER ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH ACCEPTABLE FOR USE IN N.Y.S.BASED UPON ICBG EVALUATION SERVICE REPORT F "1 Z T-0" CONC. .4 PER PLAN SPLICED JOISTS OVER HEADER/GIRDER ER-5495 AND SUBJECT TO THE CONDITIONS THEREIN. 1 G' PIER THE PROPER STEEL CONNECTOR. r1 >`4< o' 4 •-4"',' IF ABLE,SET FIR JOISTS APROX.1/4"HIGHER THAN LVL HEADERS LOCATION USP NUMBER DESCRIPTION APPLICATION 0 v TO ALLOW FOR SHRINKAGE. JOIST TO GIRDER/HEADER iTYDOWN ANCHOR CONNECT TO EACH JOIST O O a W = ya o° Z WO HANDRAIL NOTES: DECK& PORCH NOTES: CLIMATIC&GEOGRAPHIC DESIGN CRITERIA >- En In GROUNE WIND SEISMIC FROST WINTERNAILING SCHEDULE ICESHIELD FLOOD All required handrails shall be of one of the following types 1).Unless otherwise noted,all framing material to be#1 ACQ pressure treated lumber. SNOW SPEED DESIGN EATHERIN LINE TERMITE DECAY DESIGN UNDERLAYMEN NAIL NAIL Lid P q g P ty 8 8 LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED HAZARDS =' r� or provided equivalent raz abili 11 fasteners,hangers and anchors to be alvinized or stainless steel. JOINT DESCRIPTION NOTES °.=• r QTY. SPACING J A �, N i).Type I.Handrails with circular trots section shall have an ).Girders for deck Joists to be bolted or anchored to each post or pier with washers and nuts MODERATE SLIGHT TO JOIST TO- 4-8d COMMON PER TOE �' Girders on concrete piers shall be anchored with proper 20 PSF 130 B SEVERE 3 FT. it NONE L� S� outside diameter of at least 1-1/4 inches and not greater P p per steel connectors anchored TO HEAVY MODERATE SILL,TOP PLATE OR GIRDER JOIST NAIL V �'.� L � than 2 inches.If the handrail is not circular it shall have a into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. BRIDGING EACH TOE perimeter dimension of at least 4 inches and not greater TO JOIST 2-8d COMMON END NAIL 0's Ga t 3).Posts supporting girders shall be anchored to a 12"x12"x12"thick concrete footing. j0 than 6-1/4 inches with a maximum cross section of CODE: 2015 IRC, 2016 NYS UNIFORM SUPPLEMENT BLOCKING EACH TOE '�7 h'-k .� Use a minimum 1/2"dia x 7"long anchor bolt with washer and nuts.Footings Shall 2-8d COMMO !� ., dimension of 2.1/4 inches. ITO JOIST END NAIL vz ,i be 4 ft.below grade. �' r r;•',•_,: "`"'� DRAWN: MH/MS BLOCKING TO: EACH TOE I 2).Type 11.Handrails with a perimeter greater than 6-1/4 SOIL COMPACTION: 3-16d COMMO n n ) YP P g 4).Deck Joists to have blocking at 8'0 o.c.. SILL OR TOP PLATE BLOCK NAIL ��i� 1 g+gra-. °.� SCALE: 1/4 =1-0 Inches shall provide graspable finger recess area on both LEDGER STRIP EACH FACE sides of the profile.The finger recess shall begin with a 1).CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY EXISTING CONDITIONS.MINIMUM 3000# 3-16d COMMO � JOB#: P g g 5).A minimum of 10 inch flashing shall be installed between the building and ledger. TO BEAM JOIST NAIL a +, distance of 3/4 inch measured vertically from the tallest Ledger to be fastened to building with 1/2"dia.bolts with washers and nuts CAPACITY. wes ' JOIST ON LEDGER PER TOE Z, �� J August 10,2017 portion of the profile and achieve a depth of at least 5/16 at 16"o.c. 3-8d COMMONr. pprr��� TO BEAM JOIST NAIL d ���J•1 inch within 7/8 inch below the widest portion of the �'v • SHEET NUMBER: profile.The required depth shall continue for at least 3/8 6).Concrete piers shall be a minimum 6"above rade. 2).NEW FILL TO BE CLEAN OF ORGANIC MATERIAL CONTRACTOR TO VERIFY EXISTING SOIL BAND JOIST PER END P q P P g 3-16d COMMO - (� a 'l inch to a level that is not less than 1-3/4 inches below the CONDITIONS PRIOR TO FILL.REMOVE AND ADD ADDITIONAL FILL AS NEEDED. TO JOIST JOIST NAIL ;.,,,,. All. tallest portion of the profile.The minimum width of the 7). joists to be supported with hangers and anchors.Each Joist shall also be anchored BAND JOIST TO: PER to girder(s). 3).COMPACTION OF NEW FILL SHALL BE AT LEAST 95/o PROCTOR DENSITY(PER ASTM D 698 2-16d COMMO TOE NAIL handrail above the recess shall be 1-1/4 inches to a g ()• o SILL OR TOP PLATE FOOT maximum of 2-3/4 inches.Edges shall have a minimum 8)•Use Simpson hangers and anchors with Z-MAX tripple protective coating or equal AND ASTM D 1557). COMPACT THE SOIL AT 12"LIFTS(TYPICAL).CONTRACTOR TO HAVE radius of 0.01 inches. for any contact with ACQ. FILL TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION. REVISIONS WIND FRAMING NOTES NAILING SCHEDULE PLAN CONTENTS: GENERAL NOTES 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. NAIL NAIL RESIDENTIAL DWELLING JOINT DESCRIPTION NOTES BUILDING USE When a collar tie is used in leu of a ridge strap,the number of 10d common nails required QTY. SPACING CONSTRUCTION NOTES: 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 TOE-NAIL BUILDING HEIGHT (SEE PLANS) 1).The information within this set of construction documents is related to basic design 2).RAFTER-TO-WALL ASSEMBLY: TOP PLATE 10'WALL:4-8d COMMON RAFTER TOTAL SQ.FT.OF CONSTRUCTION (SEE PLANS) 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 CEILING JOIST 8'WALL:3-8d COMMON EACH 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 TO TOP PLATE 10'WALL:4-8d COMMON JOIST 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 CRITERIA CODE:2015 IRC,2016 NYS UNIFORM SUPPLEMENT 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 0 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 FRAMING ELEMENTS AS PER FLOOR PLANS,CROSS SECTION AND GENERAL NOTES ODo 00 OVER PARTITION WFCM-SBC LAP NAIL EXT.BALCONIES 60 2).The General Contractor is responsible for ensuring that all work and construction 3).WALL-TO-WALL ASSEMBLY: COLLAR TIE AS PER TABLE 3.4 EACH FACE DECKS 40 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 TO RAFTER WFCM-SBC END NAIL 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 fall in line with studs below,the ATTICS w/o STORAGE 10 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 ATTICS w/STORAGE 20 accordance with table 3.3. TO RAFTER END NAIL DESIGN LOAD CALCULATIONS ROOF (GROUND SNOW LOAD) 20 3).Dimensions shall take precedent over scaled drawings. RIM BOARD EACH END (LIVE LOADS PSF) (DO NOT SCALE DRAWINGS). 4).WALL ASSEMBLY TO FOUNDATION: TO RAFTER 2-16d COMMON END NAIL ROOMS(OTHER THAN SLEEPING) 40 First wall studs shall be connected to the foundation,sill plate,or bottom plate with uplift ROOMS(SLEEPING) 30 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: STAIRS 40 0 responsibility for construction coordinating with these plans,nor responsibility for foundation and slab-on-grade,15 inches in masonry block foundations,or lapped under NAIL NAIL -' construction means,methods,techniques,sequences,or procedures,or for safety the plate and nailed in accordance with table 3.3b.When steel straps are lapped under the JOINT DESCRIPTION NOTES GAURDRAILS ANY DIRECTION 200 N SPACING ti precautions and programs in connection with the work.There are no warranties fora bottom plate,3 inch square washes shall be used with the anchor bolts.Anchor bolt QTY. EXPOSURE CATAGORY (DESIGNED FOR CAT.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 2.16d COMMONPER FACE NAIL V aT N LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION M M 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 N FOUNDATION DETAIL PAGE&GENERAL NOTE PAGE 5).Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT JOINTS FACE ROOF- (y M 4-16d COMMONrn 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: ,� v 2 t„ /------STUD TO 24" FACE EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE or exceeds manufacture's specifications and applicable codes. Type I exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior 2-16d COMMONb STUD O.C. NAIL Sym.: O Q attached with 8d common nails at 6"o.c.at the panel edges and 12"o.c.in the field,and FIRE PROTECTION Y SMOKE ALARMS TO COMPLY WITH NFPA 72 AND NYS R314 IRC. � � � U m FACE O.C.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 TO 16d COMMON 16" SMOKE&CO2 DETECTORS IS CARBON MONIXIDE ALARMS TO COMPLY WITH R315 IRC. ri such as bookcases,shelving,pantry,closets,trims,etc. edges and 10"o.c.in the y field shall be in accordance with the length requirements specified HEADER ALONG EDGES NAIL U in table 3.15a-b. TOP OR BOTTOM 2-16d COMMON PER 2x4 STUD END TRUSS DESIGN N/A-STANDARD STICK FRAME CONSTRUCTION e 8).Wind load requirements shall be taken into account during construction. PLATE TO STUD 13-16d COMMON PER 2x6 STUD NAILENERGY CALCULATIONS 2015 IECC z 6).TYPE 11 EXTERIOR SHEARWALL CONNECTIONS: BOTTOM PLATE TO: FOUNDATION NOTES: Type 11 exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate FLOOR JOIST,BAND 101ST, 2-16d COMMON PER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA length adjustment factors in table 3.16. FOOT SEE NOTE:1.2 1).The General Contractor and Mason to review plans,elevations,details and notes to END JOIST OR BLOCKING GROUND WIND SEISMIC FROST WINTER ICESHIELD determine intended heights of finished floor(s)above typical grade. SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT FLOOD 7).INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING: HAZARDS 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. NAIL NAIL interior shearwalls are used.Sheathing and connections shall be in accordance with JOINT DESCRIPTION NOTES QTY. SPACING MODERATE SLIGHT TO 2.4.4.2 and 2.2.4 respectively. 20 PSF 130 B SEVERE 3 FT. 11 YES 3).Provide 1/2"expansion joint material between concrete slabs and abutting JOIST TO: PER TOE TO HEAVY MODERATE concrete or mason walls occurin in exterior or unheated interior areas. 8).CONNECTIONS AROUND EXTERIOR WALL OPENINGS: 4-8d COMMON masonry g� SILL,TOP PLATE OR GIRDER lofsr NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE 4).Any new concrete walls being attached to existing concrete structure shall with table 3.5.Window sill plates shall be have steel connectors in accordance with table TO JOIST 2-8d COMMON END NAIL NAIL SPACING NAIL SPACING AT INTERMEDIATE be installed with#5 re-bar,18"long at 12"o.c..Use approved epoxy for installation. SHEATHING LOCATION NOTES 3.5. BLOCKING EACH TOE AT PANEL EDGES SUPPORTS 1N THE PANEL FIELD 5).Unless otherwise noted,all slabs on grade to be 2500 p.s.L.Concrete to be TO JOIST 2-8d COMMON END NAIL 4'PERIMETER EDGE ZONE 8d COMMON @ 6"O.0 8d COMMON @ 6"O.C. SEE NOTES:13 i-i poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing.Interior slabs 9).CATHEDRAL CEILING ASSEMBLY: Z 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 BLOCKING TO: EACH TOE INTERIOR ZONE 8d COMMON 6"O.0 8d COMMON 12"O.C. SEE NOTES:1 (BOTH FIELDS) P ty SILL OR TOP PLATE 3-16d COMMON BLOCK NAIL @ @ NOTE:2 FOR PANEL FIELD O 6"maximum lifts(layers). anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge along the open ceiling part of the building.Connections to the ridge and wall shall be be LEDGER STRIP EACH FACE GABLE ENDWALL RAKE AND RAKE TRUSS 18d COMMON @ 4"O.0 8d COMMON @ 4"O.C. SEE NOTES:13 6).Crawl spaces to be provided with a minimum 18"x24"access opening.Install one 3-16d COMMO F-1 attached with the above requirements. TO BEAM JOIST NAIL NOTES � Zi 8x16 cast iron foundation vent for every 150 sq.ft.of area. JOIST ON LEDGER PER TOE 7).Dampproof exterior of foundation with bituminous coating as per section R406 of DECK AN D COVERED PORCH NOTES: TO BEAM 3-8d COMMON JOIST NAIL O N.Y.S.Residential Construction Code.A 6 milpolyethylene film shall be applied over 1 .Unless otherwise noted,all framing material to be#1 ACQ pressure treated lumber. THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. PP ) g P BAND JOIST PER END the below rade portion of exterior walls prior to backfilling. All fasteners,hangers and anchors to be alvinized or stainless steel. 3-.16d COMMON g P P g• g g TO JOIST JOIST NAIL ^ E-+ 1).For roof sheathing within 4 feet of the perimeter edge of the roof,including 4 feet on each side of the roof peak, 8).Drainage as per section R405 of N.Y.S.Residential Construction Code. 2).Girders for deck joists to be bolted to each post with washers and nuts. BAND JOIST TO: PER the 4 foot perimeter edge zone attachments required shall be used. ) g P 1 SILL OR TOP PLATE 2-16d COMMO FOOT ISTOENAIL EE NOTE:1 Girders on concrete piers shall be anchored with proper steel connectors anchored2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. [-- FRAMING NOTES into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. For framing members with<0.42<G<0.49,the nail spacing shall be reduced to 6 inches o.c. O V) 1).All framing techniques and methods as prescriptive design of 2006 SBC High Wind NAIL NAIL a Z 3).Posts supporting girders shall be anchored to a 12"x12"x12"thick concrete footing. JOINT DESCRIPTION O O Edition Wood Framing Construction Manual. QTY. SPACING 3).Tabulated 4 inch o.c.nails spacing assumes sheathing to rafter/truss framing Use a minimum 1/2"dia x 8"long anchor bolt with washers and nuts.Footings Shall be 3 ft. P g g g members with G>0.49.For U below grade.Porches with covered roofs shall have 12"dia.concrete piers for the girders. STRUCTURAL PANEL gd j AS PER TABLE 3.8 framing members with 0.42<G<0.49,the nail spacing shall be reduced to 3 inches o.c. P 2).Unless otherwise noted,all framing and structural wood material to be#2+BTR. WFCM-SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS: A-+ Douglas Fir. 4).Deck joists to have blocking at 8'0 o.c.. CEILING SHEATHING: NAIL SPACING NAIL SPACING AT INTERMEDIATE 3).Floors,walls,ceilings and rafters to be spaced at 16 inches o.c.unless noted SHEATHING LOCATION AT PANEL EDGES SUPPORTS IN THE PANEL FIELD NOTES otherwise. 5).A minimum of 10 inch flashing shall be installed between the building and ledger. JOINT DESCRIPTION NAIL NAIL Ledger to be fastened to building with 1/2"dia.bolts with washers and nuts QTY. SPACING 4'EDGE ZONE 8d COMMON @ 6"O.0 8d COMMON @ 12"O.C. SEE NOTES:1,3(BOTH FIELDS) 4).Unless otherwise noted,all bearingwall headers to be 2 2x10#2+BTR.Doug.Fir. where needed. GYPSUM 7" O.C.EDGE NOTE:2 FOR PANEL FIELD ( ) WALLBOARD Sd COOLERS 10"O.0.FIELD INTERIOR ZONE 8d COMMON @ 6"O.0 8d COMMON @ 12"O.C. SEE NOTE:3 Bearing wall headers to have(2)jack studs and(2)full length studs on each side of all 6).Concrete piers shall be a minimum 6"above grade. openings.LVL headers to have(3)jack studs and(2)full length studs on each side of supported with hangers and anchors.Each Joist shall also be anchored WALL SHEATHING: openings.Bearing wall window sills shall also have(2)window sill plates for 2x4 wall 7).All joists to be su NOTES � openings between 41 and 6'0 and 2x6 wall openings between 511 and 8'9.Provide fire NAIL NAIL to girder(s). JOINT DESCRIPTION THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. and blocking where applicable. QTY. SPACING 8).Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL AS PER TABLE 3.9 1 .For wall sheathing within 4 feet of the corners,the 4 foot edge zone attachment re w 5).All flush beams headers to be installed with heavy duty galvanized hangers and 8d COMMON ) g g requirements shall anchors where applicable to all connecting joists. PLUMBING NOTES PANELS WFCM-SBC be used. V1 7/16"OSB 6d COMMON PLYWOOD 3"O.C.EDGE 6).Double up floor joists under walls that run parallel to the floor joist and under bathtub. 1).All water supply,drainage and venting to be installed as per N.Y.S.Residential 6 O.C.FIELD 2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to stud framing members with Y Floors to have ceramic the 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. O on plans. WALLBOARD Sd COOLERS 10"O.0.FIELD O 7).Provide 2-1-3/4"thick microlams(height to match floor joists)around stairwell and/o 2).Verify septic system with the Engineer for Suffolk County Health Department approval. 3).For exterior panel siding,galvinized box nails shall be permitted to be substituted for common nails. ; >- otheraccess 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 1).PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. 8).Dormers running up roof rafters are to be supported by double rafters on either side provide adequate bracing and plates to protect and secure the structure.Verify with the JOINT DESCRIPTION W QTY. SPACING 2).USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. � Z where applicable unless otherwise noted. state code and manufacture's recommendation for maximum hole size and spacing permitted. STRUCTURAL PANELS 6"O.C.EDGE 3).INSTALL 1-Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR.8d COMMO 12"OC.FIELD Q 9).Provide blocking/bridging in floor joists at 8'0 o.c..Use solid blocking in floor joists HVAC SYSTEM NOTES 1"OR LESS Section R602.8-FIREBLOCKING REQUIRED O ,JO under all bearing walls. Fireblocking shall be provided to cut off all concealed draft openings(both vertical and horizontal) W = 1).Mechanical subcontractor is responsible for adhearing to all applicable codes and safety NOTES: 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 requirements. THESE NOTES ARE ONLY TO BE REFERRED TO IF Fireblocking shall be provided in wood-frame construction in the following locations. z needed. MENTIONED IN SCHEDULE NOTES ONLY. Fiji Z 2).HVAC subcontractor is to fully coordinate all system data and requirements with the � uJ O equipment supplier. 1).In concealed spaces of stud walls and partitions,including furred spaces,at the ceiling and floor } (n 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 levels.Concealed horizontal furred spaces shall also be fireblocked at intervals not exceeding 10 CDX exterior sheathing grade plywood.Plywood to cover over plates and headers. nailed 6"on-center at the panel edge.If wall sheathing feet.Batts or blankets of mineral or lass fiber shall be allowed as fireblockin in walls constructed LO 3).HVAC subcontractor to provide final system layout drawing and submit it to the General P g 8 g g LO Contractor and owner for final review and approval. is nailed 3"on-center at the panel edge to obtain higher using parallel rows of studs or staggered studs. ._-0�' Ir- 12). 12).Unless otherwise noted use 3/4"thick T&G PTS Fir or Advantech plywood subfloor PP shear ca acities,nailing re uirements for structural yb°'�3 H�" T 1 C4 P g q 1' v adhered with PL400 adhesive and screwed to floor joists.Finished floor to be installed ELECTRICAL NOTES members shall be doubled,or alternate connectors, 2).At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, r P �.�� eAt over subfloor as per manufacture's instructions. such as shear plates,shall be used to maintain load path. drop ceilings and cove ceilings. �C9��j ���IN SC,S, A� 1).All electrical to be installed as per N.Y.S.Residential Construction Code. , I 13).All bathroom walls to have 1/2"thick moisture-resistant sheetrock.Garage walls and 2).When wall sheathing is continuous over connected 3).In concealed spaces between stair stringers at the top and bottom of the run.Enclosed spaces A 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. j;ig r �` members,the tabulated number of nails shall be permitted under stairs shall comply with Section R314.8,N.Y.S.Residential Code. ' f , N DRAWN: MH/M5 to have regular 1/2"sheetrock.All walls to be taped and finished. ? e''' `: ?'i� �. to be reduced tol -16d nail per foot. �sf 3).All electrical work to comply with 2014 NEC. } SCALE: 1/4"=V-0" 14).All roof with a pitch less than 4:12 shall be installed with an Ice&Water barrier or 4).At openings around vents,pipes and ducts at ceiling and floor level,to resist the free passage of 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 SOIL COMPACTION: flame and products of combustion. tl " ? JOB#: torch down material over. and R315 of IRC. OT %r August 10,2017 type 1).NEW FILL TO BE CLEAN OF ORGANIC MATERIAL CONTRACTOR 5) For the fireblocking of chimneys and fireplaces,refer to Section R1001.16.N.Y.S.Residential Code. �Y �` EP .g TO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL. �' �? '� SHEET NUMBER: 16).All sill plates and wood in contact with concrete to be pressure treated.Sill plates toO` REMOVE AND ADD ADDITIONAL FILL AS NEEDED. be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. ..,` 2).COMPACTION OF NEW FILL SHALL BEAT LEAST 95%PROCTOR NOTE: DENSITY(PER ASTM D 698 AND ASTM D 1557). COMPACT THE SOIL AT 12"LIFTS(TYPICAL).CONTRACTOR TO HAVE FILL CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY A�8 TESTED BY PROFFESSIONAL AGENCY FOR COMPACTION. EXISTING CONDITIONS. MINIMUM 3000# CAPACITY.