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HomeMy WebLinkAbout47165-Z 1 �o �FFO(,f�oG Town of Southold 7/15/2023 y� P.O.Box 1179 C11 _ 53095 Main Rd y off.!i Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 44301 Date: 7/15/2023 THIS CERTIFIES that the building DECK Location of Property: 305 Birch Ln., Cutchogue SCTM#: 473889 Sec/Block/Lot: 83.-1-29 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 11/15/2021 pursuant to which Building Permit No. 47165 dated 12/1/2021 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: second story deck addition to existing single-family dwelling as applied for. The certificate is issued to Borsen,Andrew&Morgan of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 47165 7/3/2023 PLUMBERS CERTIFICATION DATED L Aut or' ed gnature SufFol,� TOWN OF SOUTHOLD ti�oo�° y BUILDING DEPARTMENT y x TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit #: 47165 Date: 12/1/2021 Permission is hereby granted to: Borsen, Andrew 3 Peter Cooper Rd #11A New York, NY 10010 To: construct second story deck to existing single-family dwelling as applied for. At premises located at: 305 Birch Ln., Cutchogue SCTM # 473889 Sec/Block/Lot# 83.-1-29 Pursuant to application dated 11/15/2021 and approved by the Building Inspector. To expire on 6/2/2023. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $296.00 CO-ADDITION TO DWELLING $50.00 Total: $346.00 Building Inspector pf SO(/��Ql 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 JameshCaD-southoldtownny.gov Southold,NY 11971-0959 �QIycouff l+,�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Andrew Borsen Address: 305 Birch lane city:Cutchogue st: New York zip: 11935 Building Permit* 47165 Section: $3 Block: 1 Lot: 29 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: HOME OWNER Electrician: License No: SITE DETAILS Office Use Only Residential X Indoor Basement Service Commerical Outdoor X 1st Floor Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 1 Ceiling Fixtures 4 Bath Exhaust Fan Service 3 ph Hot Water GFCI Recpt 1 Wall Fixtures Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures CO2 Detectors Sub Panel A/C Blower Range Recpt Ceiling Fan 2 Combo Smoke/CO Transfer Switch UC Lights Dryer Recpt Emergency StrobeHeat Detectors Disconnect Switches 1 4'LED Exit Fixtures Sump Pump Other Equipment: Notes: DECK LIGHTS AND FANS Inspector Signature: Ul• Date: July 3, 2023 p 9 305 birch In AM P Architecture Address:10200 Main Road,Unit 3A,Mattituck NY 11952 Phone:(516)214-0160 Design + Build May 18th, 2022 Town Of Southold P.O Box 1179 Southold NY 11971 RE: Borsen 305 Birch Lane Cutchogue NY To Whom It May Concern, Based on my inspection at the above address the foundation, framing and strapping were installed per the approved plans and NYS Code. Please contact our office if you have any questions. Thank you, Anthony Portillo, RA, LEED AP - D AR,,� � a 46 OF t ` Page 1 of 1 apG SOUIh°lo # TOWN"OF SOUTHOLD BUILDING DEPT. co 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG.- [ ] FOUNDATION 2ND [ ] NSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION- [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ PRE C/O REMARKS: . ► c U Pi DATE 3 ®aa INSPECTOR SO(/TyO y -7 1 G 5- /--&A V # TOWN OF SOUTHOLD BUILDING DEPT. °`ycou►m� 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) �4 ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O] [ ] RENTAL REMARKS: �"! 4— Q1 1 c�- A C tA.0j;r 11072 /� Gtcl vVid ea rl Yomr JU l /1 O� DATE 4 INSPECTOR pF SOGTy� i �/ V I nC V 1, L AJ # * TOWN OF SOUTHOLD BUILDING DEPT. u 631.765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [�c], ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: Dem dr Von, neK z i DATE " y INSPECTOR FIELD:WSPE,G�'IOPORT'•.RE CO1VTNiNlEN7CS • �' -41 FOUNDATION:(1ST) :. FOUNDATION:(Z ')'. C> ROUGH.FRA.IYIING.&I . •PI.UMBI1�?G• .. � "'� 1 INSULATION.PskN. STATE ENRGY`CODE. ti PIN :AL . zDDI'I'ION`,, . C;O.' j t: �Z S O " . Wz �$UFFO(�co TOWN OF SOUTHOLD—BUILDING DEPARTMENT y x Town Hal)Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax(631) 765-9502 haps://www.southoldtownny.gov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only i PERMIT NO. Building Inspector: Applications and forms.must_be filled out in their entirety. Incomplete, applications will not be'accepted. Where'the Applicant-is not the owner,an Owner's Authorization form(Page 2)shall be completed. Date:11/23/21 OWNER(S)OF PROPERTY: Name:Andrew Borsen scTM #i000-83-1-29 Project Address:305 Birch Ln Cutchouge NY 11935 Phone#:631-905-8177 Email:trap- ull oolsll mall com Mailing Address:305 Birch Lane, Cutchogue._.______._.___._.._.. .._.__.___._..___._.____. CONTACT PERSON: Name:AMP Architecture, Jess Magee Mailing Address:1075 Franklinville Rd Laurel NY 11948 Phone#:516-214-0160 Email:jmagee@amparchitect.com DESIGN PROFESSIONAL INFORMATION:. Name:AMP Architecture, Anthony_Portillo___._-.__.._...___.._-.___.__._...___.___._.____.__.__._._..._.._. Mailing Address: 1075 Franklinville Rd Laurel NY 11948 Phone#:516-214-0160 Email:a ortillo- am -architect.com CONTRACTOR INFORMATION: Name: Mailing Address: Phone#: Email: DESCRIPTION-OF PROPOSED CONSTRUCTION. ❑New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: I]Other New second floor deck. $ Will the lot be re-graded? ❑Yes RNo Will excess fill be removed from premises? ❑Yes ®No 1 PROPERTY INFORMATION Existing use of property: �`(�fl�l� �QS Intended use of property: FSI) Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? ❑Yes 2fVo IF YES, PROVIDE A COPY. EP'Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter M of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of theTown'of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions;alterations or for removal*demolition as Herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized.inspectors on premises and in building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Application Submitted By(print ame): 1TAuthorized Agent ❑Owner Signature of Applicant: Date: STATE OF NEW YORK) SrS:, COUNTY OF \IMP being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the Q:� - (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith Aaelol.- . BARBARA H.TANDY ' Sworn before me this Notary Public,State Of New York No. 01 TA6086001 Qualified In Suffolk County Q3day of V1 20 c->-'- _ Commission Expires 01/13/20-73 Notary Public PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) Andrew Borsen residing at 305 Birch Lane, Cutchogue, NY 11935 do hereby authorize AMP Architecture to apply on my behalf to the Town of Southold Building Department for approval as described herein. andrew borsen'Digitally signed byandrewb°rse° 4/23/2021 Date:2021.04.23 15:31:52-04'00' Owner's Signature Date Andrew Borsen Print Owner's Name 2 I4; -:Annex ING DEPARTMENT- Electrical Inspector JUN 0 3 2 � TOWN OF SOUTHOLD o �In - 54375 Main Road - PO Box 1179 o • Towi I of si DEPT Southold, New York 11971-0959 T"PeTephone (631) 765-1802 - FAX (631) 765-9502 rogerr(c)southoldtownny.gov - seandCcD-southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INF07MATION (AII Information Required) Date: Company Name: Electrician's Name: License No.: Elec. email: Elec. Phone No: ❑I request an email copy of Certificate of Compliance Elec. Address.: JOB SITE INFORMATION (All Information Required) Name: {� o` e rse-0 Address: r c -e Cross Street: eP' o­A Phone No.: _o - Bldg.Permit#: q7J G 5 email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INC ,LUDE SQUAPZE FOOTAGE (Please Print Clearly): �e_J( 0­1 J�*S � �� r �ICOV �7y Square Footage: Circle All That Apply: Is job ready for inspection?: ❑ YES ❑NO ❑Rough In ❑ Final Do you need a Temp Certificate?: ❑ YES ❑ NO Issued On Temp Information: (All information required) Service Size F11 Ph❑3 Ph Size: A # Meters Old Meter# El New Service❑Fire Reconnect[]Flood Reconnect❑Service Reconnect❑Underground❑Overhead # Underground Laterals 01 2 H Frame Pole Work done on Service? Y 7N Additional Information: PAYMENT DUE WITH APPLICATION pad hic (I *qo �]3b,)- r' - ®S��Fpt,�c- .LIKING DEPARTMENT- Electrical Inspector ® r TOWN OF SOUTHOLD 6� iUN a 'town H_al;[Annex - 54375 Main Road - PO Box 1179 f BUILDING DEPT Southold, New York 11971-0959 `SOWN OF SC3e�J�. L ` � ephone (631) 765-1802 - FAX (631) 765-9502 " rogerr(c�southoldtownny.gov - seand(a-southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: t Company Name. v 0 Lj V1 Electrician's Name: License No.: Elec. email: Elec. Phone No: ❑I request an email copy of Certificate of Compliance Elec. Address.: JOB SITE INFORMATION (All Information Required) Name: ri �` e Z v r5�✓I Address: 3 r CJ1e� C��c� • �e Cross Street: f)e 0_0 e Phone No.: 2v - S Bldg.Permit#: q7/ 6G email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUA E FOOTAGE (Please Print Clearly): lesk*s �( UV1Xr 6, 1L,-)� Square Footage: Circle All That Apply: Is job ready for inspection?: ❑ YES ❑ NO F-]Rough In -1 Final Do you need a Temp Certificate?: ❑ YES ❑ NO Issued On Temp Information: (All information required) Service Size❑1 PhF—]3 Ph Size: A # Meters Old Meter# ❑New Service❑Fire Reconnect[:]Flood Reconnect❑Service Reconnect❑Underground❑Overhead # Underground Laterals 1 R2 D H Frame D Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION pad kc (q • ti PERMIT# Address: Switches I Outlets GFI's 1 Surface Sconces l , H H's UC Lts Fans , Fridge HW Exhaust Oven Dryer Smokes DW Service Carbon Micro. Generator Combo: Cooktop Transfer AC AH Mini r.. Special: Comments: t / 51TE PLAN HATCH KEY: / PROPOSED BUILDING ADDITION F n r �� l`n fC= i! L� Q H ® a' PROPOSED ACCESSORY STRUCTUREii'j� LJJ ZLij N / PROPOSED 2ND STORY BUILDING DEPT. Q OF SOUTHOLD Z'TOWN Z F- L Y FAOE <E I : O O to m PROJECT LOCATION &SCOPE m / - ADD FOSTS THROUC H EX I STI NC DECK SITE PLAN & ZONING DATA = e p / - INSTALL NEW SECOND FLOOR DECK GENERAL NOTES Z fw GENERAL NOTES =J m ENERGY TABLE Z STRUCTURAL DESIGN CHARTS Z o ry FRO-IE�T DATA . a Z Tq (5-005.00 HOLDOWN, ANCHOR BOLT, m J cv STRAPPING, & NAILING DETAILSw vq ROJEGT ! ZONINC VATA FASTENING SCHEDULE 0 - O = m v -I TAX MAP # 1000-83-I-2q -QQ�,QQ FRAMING GRAPHICS ZONING DISTRICT R-40 NG BEAM CONNECTION PATTERNS Lu LOT AREA 0.62 ACRES FIREBLOCKING DETAILS EXISTIPROPOSED DEMOLITION PLAN w NG Cof0 41365; 08/I q/20 DRIVEWAY PROPOSED FOUNDATION PLAN FEMA FLOOD ZONE � X 0 PROPOSED FIRST FLOOR PLAN v PROPOSED SECOND FLOOR PLAN m A-201 .00 PROPOSED EXTERIOR ELEVATIONS Q DESIGN DETAILS 1 LOT OOVERAOE . 22.3' 1 DESCRIPTION (FOOTPRINT) AREA GORAGE EXI5TIN6 - I COVERED PORCH s s TOTAL LOT AREA 2fWAME '1,02'1.0 S.F. I yHMO ` , EXISTING EXISTING FIRST FLOOR I,g05.0 S.F. '1.0% ' C� I STORY FRAME 1 HOUSE a 6ARACC CEX15TINO COVERED PORCH 63.0 S.F. o.2% NOTES 4 SFEC I F I GAT 1 ONS PROPOSED SECOND FLOOR DECK 240.0 S.F. OAS IT 15 THE CONTRACTOR'S RE5PON51BILITY TO KEEP TH15 CONSTRUCTION DOCUMENT BINDED T06ETHER AT ALL TIMES. IT 15 ALSO THE CONTRACTORS RESPONSIBILITY TO READ ALL NOTES, PROPOSED TOTAL AREA OF ALL STRUCTURES 2208.0 S.F. 8.2% SPECIFICATIONS,AND BE FAMILIARIZED WITH THE PLANS PRIOR TO NORK �: \` ' SECOND FLOO \\\ \ DECK "MAXIMUM LOT COVERAGE ALLOWED - 20% ' \ \\\\ \ GENERAL I. NO WORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE APPLICABLE BUILDING 1 DEPARTMENT. 2. ALL CONSTRUCTION SHALL BE PERFORMED IN A WORKMAN LIKE MANNER. N 1 ALL DIMENSION°=, CONDITIONS, AND APPLICABLE INFORMATION OF EXISTING STRUCTURE/SITE SHALL BE FIELD VERIFIED BY GENERAL CONTRACTOR. EXI5TIN6 5. ALL WORK E-14ALL CONFORM TO NATIONAL, STATE, AND LOCAL CODES WOOD mc-K , F.E UIRED 5ET5AC,<5 - MAIN BUILPINC AND AUTHORITIES HAVING JURISDICTION. 4. ALL UNNOTED OR NON-VISIBLE EASEMENTS ARE THE RESPONSIBILITY REQUIRED EXIST. PROPOSED COMPLIES of THE OHNERfi-,IILDER- 8� '� 5. ANY OMISSIONS OR DISCREPANCIES OF PLANS AND/OR JOB CONDITIONS I �' FRONT YARD 50.0' 53."1' 53.1' Y SHALL BE CLARIFIED WITH THE ARCHITEGT/EN6INEER BEFORE PROCEEDING WITH THE WORK. / SIDE YARD J15.0' 22.3' 22.3' Y 6. NO DEVIATIONS OR CHANOE5 TO THE STRUCTURAL 5Y5TEM SHALL BE MADE / `4, - UNLE55 APPROVED BY THE ARCHITEGT/EN6INEER. EX15TINO POOL /� BOTH SIDE YARDS 35.0' 53.0' 53.0' Y 1. CONTRACTOR."F0 VERIFY DIMEN51ONS OF FOUNDATION WITH FLOOR PLANS N / / 9 BEFORE THE START OF FRAMING Z / REAR YARD 50.0' 81.0' 81.0' Y 8. DRY WELL5 A5 REQUIRED BY STATE AND LOCAL CODES. Ll. DO NOT SCALE DRAWIN55, WRITTEN DIMENSIONS TAKE PRECEDENCE U 10. OWNER/BUILDER ARE RESPONSIBLE FOR ALL INSPECTIONS, APPROVALS, CERTIFICATES, CERT. / OF OCCUPANCY OR COMPLETION AND U.L. APPROVAL It / 11. THESE SET OF DRAWIN65 ARE THE PROPERTY OF ANTHONY PORTILLO, RA AND SHALL NOT BE a0 p0 ALTERED OR BE REPRODUCED WITHOUT WRITTEN PEP-MI55ION FROM THE ARCHITECT. \ 12. THE ARCHITECT 15 NOT RETAINED FOR SUPERVISION OF THE WORK AND 15 p RE5PON51BLE FOR DE516N INTENT ONLY. 15. THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OCCUPANCY. PROJECT: 14. THE CONTRACTOR SHALL KEEP PREMISES REASONABLY GLEAN AT ALL TIMES. AT THE / / COMPLETION OF WORK, THE CONTRACTOR SHALL REMOVE ALL RUBBISH, WASTE MATERIALS, TOOLS, g 0 RS E IV DECK ETC., GLEAN GLA55 AND LEAVE WORK BROOM GLEAN. 15. THE CONTRACTOR SHALL CARRY WORKMAN'S COMPENSATION AND GENERAL LIABILITY ( / / INSURANCE. ALL SHALL COMPLY WITH STATE AND LOCAL CODES AND ORDINANCES. I / 16. THE CONTRACTOR SHOULD FULLY GUARANTEE HI5 WORK AND THE WORK OF THE APPR V�D AS-NOTED / 5UB-CONTRACTOR5 FOR A PERIOD OF AT LEAST ONE YEAR AFTER COMPLETION OF PROJECT. / // I"l. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER, ARGHITECT/EN&INEER, GATE: g p OCCUPANCY OR AND THEIR A6EN,5 AND EMPLOYEES FROM AND A# OCCUPA6AIN5T ALL CLAIMS, DAMA6E6, LOSSES AND 305 BIRCH LANE /�'1r�/ T EXPENSES, INGLUDIN6 ATTORNEYS FEES ARISING OUT OF OR RESULTING FROM THE PERFORMANCE CUTCHOGUE, NY 11935 EE._-� n USE IS U�ULA����FUL OF THE WORK PROVIDED THAT ANY SUCH CLAIM, DAMAGE, LOSS OR EXPENSE (A) 15 ATTRIBUTABLE BY; `OTIFY gUILDI,'JG 7r / TO BODILY INJURY,SIGKNE55, DISEASE OR DEATH OR TO INJURY TO OR DESTRUCTION OF L"-kh i FOR NT AT TANGIBLE PROPERTY (OTHER THAN THE WORK ITSELF INGLUDIN6 THE L055 OR USE RE5ULTIN6 j65-1802 FL AM TO 4 Fil", FOR THE WITHOUT CERTIFICAT" x OLLOWINC,' INSPECTIONS: . . ROM). (B) .5 CAUSED IN WHOLE OR IN PART BY ANY NEGLIGENT ACT OR OMISSION OF THE DRAWING TITLE: v \,,, THEREFROM). T / z \ ':' m£ ',M z CONTRACTOR AN'r FOUND ,. i : \�. SUBCONTRACTOR, ANYONE DIRECTLY OR INDIRECTLY EMPLOYED BY ANY OF (�� I. QUIRED F OrCCUPA1 tl �/ .e.:.. -". �, '. �� u. � THEM OR ANYONE FOR WH05E ACTS ANY OF THEM MAY FOR P C 1 \� Y BE LIABLE RE6ARDLE55 OF WHETHER OR POURED CCINCRETE �` ' _ =� - PROJECT LOCATION & SCOPE / v g ¢q ,nA ;'' NOT IT I5 CAUSED IN PART BY A PARTY INDEMNIFIED HEREUNDER. a. ROU • F & PLU _ GH RAMING MB NG / � �.." k � . ' �. ^ � :'. :: '` �": u: y„t:a � SITE PLAN & ZONING DATA INSULATION n '`; ; , ., .: . ::, « ' E5, AND METHOD OF CONSTRUCTION INGLUDIN6 BUT NOT LIMITED TO I S ALL MATERIAL 5, ASSEMBLIES, « ;y- FORM-WORK, BLOCK-WORK, FRAMING, NAILING PLACING OF CONCRETE ETC. ARE TO BE FIN � 1 T � AL CONSTRLIG:ION MUST .iv CAREFULLY SUPERVISED BY THE w >: -' CONTRACTOR TC BE SURE THEY ARE IN ACCORDANCE WITH THE BE COMPLEZwTE "" _ ' "":., ;<' .'r: 7:. :- ..a._ DRAWINGS SPECIFICATIONS, APPLICABLE CODES AND 600D PRACTICE. DEVIATIONS:* .. C.O. >r< :<.� Y ,.,.,._ .;x :::' « .: TI DE I TIONS FROM THE / ....M ,. ...a:a ,.'. _-., .:. .:.. ., oa, ,. .'a;,,, ,gr._^;., f,&'7,`_`•.kk. »;:=;_::m :`-` ._ DRAWINGS AND 5PEGIFIGATIONS WILL NOT BE PERMITTED WI HO R LL CON ^ cRETAIN ,. T UT W ITTEN AUTHORIZATION OF THE q STfiU CTI �_.'� �� 1_ _ M 4AIATER E E .r - S THT E0 R ARCHITECT NGI - NEER. i EF e.a Qul tM t EP J OF - is r� �. E >: .�C OD F ' 0. < N r u �� w R a�._ UA S:S: 0 \o PAGE: OP STARESPONSIBLEt 2,16 / ..., ... :° ;..��...>.._ �..... ..,�°.. ' '.�_ ., >< r. . . ., ....,:.rte:,,.,.�::- °� � ��; '�� �'��•.� .. .:ems Iq. THE CONTRACTOR SHALL BE RESP STATE. NOT RESPONSIBLE FOR AN ,, ;«;�, •�:� � Y SHOP DRAWINGS NEEDED,UNLESS , c F T I O _ ., .. OTHERWISE SPECIFIED. C SIG f N COLIC. _ .., ,,.:.. !a, >,� ;':''' x., ALL DIMENSIONS AND CONDITIONS PERTAINING ARE TO BE FIELD VERIFIED. N OR CONSTRUCTION / .. I y :Kr. ,` '" ; ..� ERRORS. .y^: } \\ d A, 1 ;. ,, RELOCATE AS REQUIRED ALL EXISTING W 20. CONTRACTOR TO REMOVE k ORK WHICH INTERFERES F ^ Y .q_ 'a :•.+.".��?. {;iy v;, ,L "';`; 1eix: • 1, :ao WITH NEW CONSTRUCTION IN A WORKMAN LIKE MANNER. G-001m00 J+ �< ':§ r , ~;,.,.,;. #, 3 ,£;a MATERIALS ARE TO BE INSTALLED AS PER MANUFACTURERS SPEGIFIGATIONS, UNLESS 4 M, 21. ALL MA ,: w;�,. € : ' .,' :,�` ft gi Rl, ::':' \� NOTED OTHERWISE •,s" e.`n :'=n " .: ,• ',z , . �;,;3k�asu , §,,p Jk:Y\ gyp . '\ g '�... y CbMPLY WITH ALL CODES OF ., ,,"�� � ,, <;:,� ° ,`�. ,,, , , .R „'k;Y .!.. ,,. "..b, t ..i"-,,:i .. x 1'.a�\, oaf., ..,•.+,�'aY:\v:,.: :�...- � x- ,.- ., �� . A,;� ~_�„ ,� , ,�,� ;`�� :':;;�� 22. PROVIDE FIREBLOGKIN6 AS PER NEW YORK ACCESSIBILITY STANDARDS. �: u,_: :, t � * >.,, DATE: 10/28/21 �.� O F N E YORK � � } .ham. .�_, Y 1 6 1 AT WN � ~° A - UIRED AND ND T g:, i 23. PLEASE NOTE THAT THESE PLANS ARE PROTECTED AGAINST ANY UNAUTHORIZED USE UNDER S _Q CO I �IUS OF FEDERAL LAW BY THE ARCHITECTURAL WORKS GO PYRIGHT PROTECTION ACT OF IcIgO (AWGP fr ^; 4': '" M WHICH HAS SEVERE PENALTIES. r'v I1LLSS ,� Y •.�;'. »�+=3'a ':s,.a, +,a.. "?:• �µ n .^ X GOD ta SITE LAYOUT NOTES. �. =,.4 q E5 AND REFERENCE STANDARD: ��.., : . .-..� .. �, :. ' ",:-,.,':• , L�<�°": '<': F ;�a',�,,;�. ,,..;"at;...d . .<�r'^ I. ALL NEW WORK PERFORMED SH 0 I. THIS 15 AN ARCHITECT S SITE PLAN IS _ . :,,' •" -:. " :' >' .. ALL CONFORM TO THE 2020 NEW YORK STATE BUILDING GORE SUBJECT TO VERIFICATION BY A LICENSED _ 'r ;,; :�.- ,x•" <` * .a :. =s, ,: ^%.^ ^: a„z .km. 2020 NEW YORK STATE RESIDENTIAL GORE, 2020 NEW YORK STATE PROPERTY MAINTENANCE i r.ULl, ( RUS 1 tES ..`. , , .; ;M CODE AND 2020 NEW YORK 5 SURVEYOR. THE INFORMATION :rTMP s�"+€ ,, ,' .: < k g"r `> TATE ENERGY CONSERVATION CONSTRUCTION GORE. REPRESENTEDft ,a ON THIS SITE PLAN IS TO THE �a..s '.;,�' `a4:.--, r= , 1 6- $� '•,,s,. ; ''' s&e,7x",, `7,e 2. REFERENCE STANDARD USED FOR ., ALL WOOD FRAMING, CONNECTIONS OF WOOD FRAMING AND _ af.: Aw a • dol ARCHITECT'5 BEST OF KNOWLEDGE. _:'•': ': £ '"e,a' " _a #., CONNECTION TO FOUNDATION 2018 WOOD FRAME CONSTRUCTION MANUAL BY THE AMERICAN $ �yq •�''° <„' : ,r h FOREST d PAPER ASSOCIATION (AFPA) AMERICAN WOOD COUNCIL L AWG 2. 5URVEY INFORMATION HAS OBTAINED :'i•M ,. two < %r FROM UR A SURVEY DATED JANUARY 8 . •i, 3. AL P UMBIN6 L L WORK SHALL CONFORM TO TH . <.t ;.�• �, <'�,''"' E 2020 NEW YORK STATE P UMBING L GODS. n' AND PREPARED Y. JOHN GALLAGHER L5. > 4. ALL MECHANICAL WO RK SHALL CONFORM TO THE 2020 NEW YORK STATE MECHANICAL GORE , ^ AND 2020 NEW YORK STATE FUEL 6A5 GODS. :_ , " 9. ...: .- t 3 5. ALL ELECTRICAL WORK SHALL CONFORM TO 2011 NATIONAL ELECTRIC CODE, NFPA'i0 AND 2020 NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE. 51 TE PLAN LOCATION MAP 50ALE: 1'-0" = 15'-0" 50ALE: NTS NOTES � SFEC T'I GATI ONS CARPENTRY WOOD FRAMING MATERIAL STANDARDS FOUNDATION, CONCRETE. AND MA50NRY / E35RE Y I AT I O NS U I. ALL LUMBER SHALL BE DOUGLAS FIR LARCH #2 4 BETTER (Fb = 8'15) UNLE55 THE PROVISIONS OF THI5 STANDARD ARE NOT INTENDED TO PREVENT THE USE I. CONTRACTORS TO VERIFY AL_ DIMENSIONS OF EXISTING FOUNDATION A5 IT C IT 15 THE CONTRACTORS RESPONSIBILITY TO KEEP T1415 ON5TR14TION DOCUMENT BINDED - Q OTHERWISE NOTED. OF ANY MATERIAL OR METHOD OF CONSTRUCTION NOT SPECIFICALLY APPLIES TO THE NEW WORK BEING PERFORMED AND SHALL COORDINATE THE BD. BOARD INSUL. INSULATION F- ro6ETHER AT ALL TIMES. IT IS ALSO THE CONTRACTOR'S RESPONSIBILITY TO READ ALL NOTES, PRESCRIBED HEREIN. WHEN IT CAN BE SHOWN, AND THE AUTHORITY HAVING SUB-CONTRACTORS IN SUCH A MANNER TO ASSURE THAT THE CONDITIONS OF W Z O SPECIFICATIONS,AND BE FAMILIARIZED WITH THE PLANS PRIOR TO WORK 2. ALL LUMBER IN CRAWL SPACES TO BE 18" ABOVE SCRATCH GOAT. MAINTAIN JURISDICTION FINDS BY EXPERIENCE, MODELING, OR TESTING BY AN APPROVED THE FIRST AND SECOND FLOORS ARE TAKEN INTO ACCOUNT. BFE BASE FLOOD ELEVATION INT. INTERIOR LLJ8" MIN. FOUNDATION EXPOSURE. AGENCY, THAT A PRODUCT OR PROCEDURE PROVIDES EQUIVALENT OR __. ...- _j Tq GENERALGREATER STRUCTURAL SAFETY OR DURABILITY, SUCH PRODUCT OR PROCEDURE 2. ALL FOOTINC75 TO BEAR ON FIRM, VIRGIN,UNDISTURBED 501L BLDG. BUILDING �K KIPS (1000 L55) 5SILLS TO BE PTND SECURELY FLASHED WITH A TERMITE SHIELDALSO J W . P.T.. , SHALL BE DEEMED TO CONFORM TO THE REQUIREMENTS OF THIS DOCUMENT I. NO WORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE PROVIDE SILL SEAL/INSULATION. SIZE OF SILL TO BE (2) 2"xb", UNLE55 (1) 2"xb" (THIS DOCUMENT 15 TO MEAN A REFERENCE TO THE CURRENT AMERICAN WOOD 3. 501L TO HAVE MIN. BEARING CAPACITY OF (1) TON/50. FT., U.O.N. BM BEAM MANU. SPEC.'S MANUFACTURER'S SPEGIFIGATIONS Lu }; APPLICABLE BUILDING DEPARTMENT. 15 NEGE55ARY TO MATCH FLOOR HEIOHT5 WITH THE EXISTING STRUCTURE. COUNCIL'S WOOD FRAME CONSTRUCTION MANUAL AND THI5 PS FORMAT, AS 2. ALL CONSTRUCTION SHALL BE PERFORMED IN A WORKMAN LI<E MANNER. APPLICABLE AS A DERIVED WORK). 4. FOOTIN05 TO REST A MIN. OP 4'-0" BELOW GRADE, UNLESS B.O. BOTTOM OF MAX. MAXIMUM H Z 4. AT FLUSH FRAMING USE 16 6AGE METAL JOISTS HANGERS BY TECO OR OTHERWISE NOTED 0 ALL DIMENSIONS, CONDITIONS,AND APPLICABLE INFORMATION OF EXISTING Z EQUAL. I. IDENTIFICATION: ALL SOLID-SAM LUMBER, GLUED LAMINATED TIMBER, !BOT. BOTTOM MEGH. MEGHANIGAL STRUCTURE/SITE SHALL BE FIELD VERIFIED 13Y GENERAL CONTRACTOR. -� _ } PREFABRICATED WOOD I-JOISTS, STRUCTURAL COMPOSITE LUMBER, 5. WALLS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWINGS, U.O.N. 3. ALL WORK SHALL CONFORM TO NATIONAL, STATE, AND LOCA_ CODES 5. MINIMUM, DOUBLE HEADERS AND TRIMMERS AROUND ALL OPENIN65 IN PREFABRICATED WOOD TRUSSES, 6YP5UM, HARDBOARD, AND STRUCTURAL B.O.W. 1 BOTTOM OF WALL MIN. MINIMUM F' `S FLOORS, ROOFS, AND WALLS. PANELS, SHALL CONFORM TO THE APPLICABLE STANDARDS OR GRADING 6. NO BACK FILL SHALL BE PLACED AOAIN5T FOUNDATION WALLS AND AUTHORITIES HAVING JURISDICTION. 5sfi RULES SPECIFIED IN 1.1 THROUGH 1.8. UNTIL I TIER OF FRAMING 15 IN PLACE. G.J. CEILING J015T NAVD88 NORTH AMERICAN VERTICAL DATUM OF 1988 O 6. DOUBLE ALL JOISTS UNDER PARALLEL PARTITIONS, POSTS, AND BATH TUBS, 0 4. ALL UNNOTED OR NON-VISIBLE EASEMENTS ARE THE RESPONSIBILITY U.O.N. I.I. LUMBER: ALL WOOD MEMBERS USED FOR LOAD-BEARING PURPOSES, 7. FOOTINGS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWINGS. a Lo cr OF THE OWNER/BUILDER END-JOINTED AND EDGE-GLUED LUMBER, SHALL BE IDENTIFIED >_ COL. COLUMN NYC, BG NEW YORK CITY BUILDING GODS INGLUDIN6Im , 5. ANY OMISSIONS OR DISCREPANCIES OF PLANS AND/OR JOB CONDITIONS T• ALL BEAMS, 61RDERS, ETC.. TO HAVE MIN. OF 5-1/2" BEARING BY THE 6RADEMARK OF A LUMBER GRADING OR INSPECTION ACENGY 8. ALL OPENINC75 FOR BEAM POCKETS, UTILITIES, ETC. TO BE FILLED CONT. CONTINUOUS EON ON CENTER z SHALL BE CLARIFIED WITH THE ARGHITEGT/E:N6INEER BEFORE PROCEEDING WHICH PARTICIPATES IN AN ACCREDITATION PR06RAM, SUCH AS THE SOLID WITH CONCRETE. _ 8. MIN. HEADER TO BE (2) 2 xIO UNLESS OTHERWI5E NOTED. AMERICAN LUMBER STANDARDS COMMITTEE OR EQUIVALENT. THE WITH THE WORK. ORADEMARK SHALL INCLUDE AN EASILY DISTINGUISHABLE MARK OR 9. ANCHOR BOLTS SHALL BE IN ACGORDANOE WITH PACE 6-003. DBL. DOUBLE OCG. OCCUPANCY 9ALL WOOD SILLS AND WOOD IN CONTACT WITH MASONRY/CONCRETE TO BE INSIGNIA OF THE GRADING AGENCY WHICH COMPLIES WITH THE Z 6. NO DEVIATIONS OR CHANGES TO THE STRUCTURAL SYSTEM SHALL BE MADE PIT. REQUIREMENT5 OF U.S. DEPARTMENT OF COMMERCE P520-99. 10. ALL CONCRETE TO HAVE AN ULTIMATE COMPRESSIVE STRENGTH AT 28 DFE DESIGN FLOOD ELEVATION PBFE PRELIMINARY BASE FLOOD ELEVATION Q J UNLESS APPROVED BY THE ARCHITEOVENOINEER. DAYS OF 4,000 P.5.1., U.O.N. 10. ALL EXTERIOR SHEATHING SHALL BE NAILED AS PER FA5TENINO SCHEDULE 1.2. GLUED LAMINATED TIMBERS: GLUED LAMINATED TIMBERS SHALL MEET DIM. DIMENSION P. GONG. POURED CONCRETE _I 00 1. CONTRACTOR TO VERIFY DIMENSIONS OF FOUNDATION WITH FLOOR PLANS ON PACE 6-003. GENERALLY, 5HEATHING 15 OF 1/2" THICKNESS ON WALLS AND THE PROVISIONS OF AN51/ALTO A I q0.1 STRUCTURAL GLUED LAMINATED II. GONG. SLABS TO REST ON MIN. OF b" FINE GRAVEL OR SAND WITH > C) BEFORE THE START OF FRAMING D.J. DECK JOISTS PL. PLATE Z_ 6*) (D ROOF AND I5 OF GDX GRADE, UNLESS OTHERWISE NOTED. SEE FLOOR PLANS TIMBER5. 6 MIL. POLYETHYLENE VAPOR FARRIER UNDER 8. DRY WELLS AS REQUIRED BY STATE AND LOCAL CODES. FOR ADDITIONAL NAILING OR DIFFERENT NAILING REQUIREMENT5 WHEN J 'rl APPLICABLE. 1.5. PREFABRICATED WOOD I-JOISTS: ASSEMBLIES U51N6 PREFABRICATED 12. COPPER FLASH ALL JOINTS WHERE SLAB ABUTS FRAMING. EA. EACH PLYWD. PLYWOOD r Q 9. DO NOT SCALE DRAWINGWOOD I-JOISTS SHALL MEET THE PROVISIONS OF ASTM D5055 Z >; 4 S, WRITTEN DIMENSIONS TAKE PRECEDENCE 11. SUB FLOORING, GENERALLY, TO BE OF 5/4" THICKNESS AND OF GDX GRADE. STANDARD SPECIFICATION FOR ESTABLISHING AND MONITORING 13. BRICK VENEER TO BE ANCHORED WITH CORROSION RESISTANT TIES - ELEV. ELEVATION P.T. PRESSURE TREATED Q Z T1 NAILING AS PER FASTENING SCHEDULE ON PAGE 6-003 AND GLUED, U.O.N. STRUCTURAL CAPACITIES OF PREFABRICATED WOOD I-JOISTS, THIS (1) WALL TIE PER (5) 50. FT. 0. OWNER/BUILDER ARE RESPONSIBLE FOR ALL INSPECTIONS, APPROVALS, DOCUMENT, THE 60VERNING BUILDING CODE AND ANY ADDITIONAL I EQUIP. EQUIPMENT REQ'D REQUIRED ILL J cV CERTIFICATES, CERT. OF OCCUPANCY OR COMPLETION AND U.L. APPROVAL 12. EXTERIOR SHEATHING TO BE COVERED WITH 'TYVEK' HOU5E WRAP OR REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S CODE 14. FLASH JOINT AT BRICK LEDGE AND PROVIDE WEEP HOLES, LL1 (D APPROVED EQUAL. EVALUATION REPORT. MAX. 52'-0" O.G., TO DIRECT ANY CONDENSATION TO THE EXTERIOR. EXI5T. EXISTING R1 RISER Lo w 11. THESE SET OF DRAWIN65 ARE THE PROPERTY OF ANTHONY PORTILLO, RA 0 = Lo AND SHALL NOT BE ALTERED OR BE REPRODUCED WITHOUT WRITTEN 13. BLOCK EXTERIOR STUD WALLS AT HALF STORY HEIGHTS AND AT 1.4. STRUCTURAL COMPOSITE LUMBER: SINGLE MEMBERS OR ASSEMBLIES 15. APPLY (1) GOAT OF TAR BASED WATERPROOFING TO EXTERIOR OF FOUND. EXT. EXTERIOR RM. ROOM PERMISSION FROM THE ARCHITECT. UNSUPPORTED EDGE 5EAM5 OF EXTERIOR 5HEATHING. USING STRUCTURAL COMPOSITE LUMBER SHALL MEET THE PROVISIONS OF FROM FOOTING TO 2" ABOVE FIN15H GRADE. I ASTM D5456 STANDARD SPECIFICATION FOR EVALUATION OF F.A.I. FRE5H AIR INTAKE R.R. ROOF RAFTER 12. THE ARCHITECT 15 NOT RETAINED FOR SUPERVISION OF THE WORK AND 15 14. PROVIDE 'X' CRO55 BRACING AT JOISTS, STUDS,AND RAFTERS WHEN SPANS STRUCTURAL COMPOSITE LUMBER PRODUCTS, THI5 DOCUMEN, THE 16. NO CONCRETE OR MA50NRY WORK 15 TO BE PERFORMED IN TEMPERATURES - - RESPONSIBLE FOR DEVON INTENT ONLY. o FAR FLOOR AREA RATIO 5TL. STEEL EXCEED 8-O AND AT EVERY 8-O . GOVERNING BUILDING GORE, AND ANY ADDITIONAL REQUIREMENTS AS OF 40 F AND FALLING, UNLESS APPROVED BY ARGHITEGT/ENGINEER. NO �- _ SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORT. CONCRETE SHALL BE PLACED ON FROZEN SURFACES. - ------ - - LLJ 13. THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OCCUPANCY. 15. TOP PLATES TO BE DOUBLED AND LAPPED AT CORNERS, 5EE AL50 PAGE III F.A.V. FRE5H AIR VENT 5.V. SMART VENT ITI THE T THE SHALL KEEP PREMISES REASONABLY GLEAN AT ALL 6-003. 1.5. PREFABRICATED WOOD TRU55ES: ASSEMBLIES USING PREFABRICATED 11. NO ADDITIVES SHALL BE PLACED IN CONCRETE UNLE55 SPECIFIED BY IFF FINISHED FLOOR TBD TO BE DETERMINED TIMES. AT THE COMPLETION OF WORK, THE S REASONABNTRACTOR SHALL REMOVE ALL WOOD TRUSSES SHALL MEET THE: PROVISIONS OF THI5 DOCUMENT, THE ARCHITECT/ENGINEER. - 16. APPLY ALL CONDITIONS ADDRESSED IN FA5TENIN6 50HEDULE AS GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS AS l RUBBISH, WASTE MATERIALS, TOOLS, ETC., GLEAN GLASS AND LEAVE WORK FF ELEV. FIR5T FLOOR ELEVATION �MP GL. I TEMPERED GLASS W BROOM GLEAN. NECESSARY. SET FORTH IN ANSI/TPI I NATIONAL DESIGN STANDARD FOR METAL PLATE I8. PROVIDE BITUMINOUS JOINTS BETWEEN SLABS AND FOUNDATION WALLS AND CONNECTED WOOD TRUSS CONSTRUCTION, THE TRU55 DESIGN DRAWINGS, WHERE EVER APPLICABLE. IT PROVIDE ALL NAILING AND 5TRAPPIN6 ADDRESSED ON FACES G-005. OR THE MANUFACTURER'S CODE EVALUATION REPORT. F.J. FLOOR JOISTS THK. � THICK -� V 15. THE CONTRACTOR SHALL CARRY COMPLY AN 5 COMPENSATION AND GENERAL V J 19. UNLESS OTHERWISE INDIGATE7, ALL FOUNDATION FOOTINGS ARE TO BE A LIABILITY INSURANCE. ALL SHALL COMPLY WITH STATE AND LCGAL CODES I8. AT "WET WALL" PARALLEL TO JOISTS FRAME DOU3LE JOIST AS PER CODE. I.6. GYPSUM: GYPSUM MATERIAL USED IN A STRUCTURAL APPLICATION SHALL MIN. 10" DEEP PROJECTING 6" CN EACH SIDE OF THE FOUNDATION WALL. FOUND. FOUNDATION T.O.W. TOP OF WALL AND ORDINANCES. Q GENERALLY, SEPARATE DOUBLE JOIST THE THIGKNE:55 OF WALL ABOVE. SUB MEET THE PROVISIONS OF ASTM 036 SPECIFICATION FOR GYPSUM PROVIDE TWO #4 DEFORMED BARS CONTINUOUS IN THE FOOTING. ALL 4" THICK I6. THE CONTRACTOR SHOULD FULLY 6UARA,NTEE HI5 WORK ANC THE WORK OF FLOOR SHALL NEVER EXCEED A I6 SPAN. WALLBOARD, A5TM 05.7 5PEOIFICATION FOR GYPSUM LATH, OR A5TM C'19 CONCRETE SLABS TO HAVE 6x6 10/10 WELDED WIRE REINFORCING. FRGE FLOOD RESISTANT CONSTRUCTION ELEVATION Tr TREAD THE SUB-CONTRACTORS FOR A PERIOD OF AT LEAST ONE YEAR AFTER SPECIFICATION FOR GYPSUM 5HEATHING BOARD. A. AT ROUGH OPENIN65 PROVIDE ALL APPLICABLE NAILING AND 5TRAPPIN6 20. FOR SECOND STORY ADDITIONS, EXIST. FOUNDATIONS ARE TO BE VERIFIED COMPLETION OF PROJECT. FR. FRAME TYP. TYPICAL - . ....- AS PER PAGE 6-003. I.'1. HARDBOARD: HARDBOARD USED IN A STRUCTURAL APPLICATION SHALL AS IN SOLID 4 SOUND CONDITION WITH AN EXIST. FOOTING OF MIN. I6 WIDE x 8 MEET THE PROVISIONS OF ANSI/AHA A155.4 BASIC HARDBOARD OF DEEP 4 5'-0" BELOW GRADE. FRPR. FIREPROOF U.O.N. UNLE55 OTHERWISE NOTED 1-1. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLE55 THE OWNER, 20. "P.T." SPECIFIES PRESSURE PRESERVATIVELY TREATED LUMBER IN ANSI/AHA AL55.6 HARDBOARD SIDING. ARCHITEGT/ENOINEER, AND THEIR AGENTS AND EMPLOYEES FROM AND ACCORDANCE w/AWPA G22;WHERE DRILLING AND/OR GUTTING OCCURS, FIELD FTG. FOOTING VERT. VERTICAL AGAINST ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES, INGLUDIN6 TREAT LUMBER w/ COPPER NAPTHENATE WHICH SHALL CONTAIN 2% COPPER L8 STRUCTURAL PANELS: -- -- ___j----- ---- ATTORNEYS FEES ARI51NO OUT OF OR RESULTING FROM THE PERFORMANCE OF 517E WORK THE WORK PROVIDED THAT ANY SUCH CLAIM, DAMAGE, L055 OR EXPENSE (AJ METAL BY REPEATED BRUSHING, DIPPING, OR SOAKING UNTIL THE WOOD GYP. BD. _ GYPSUM BOARD _ �l V.I.F. VERIFY IN FIELD ABSORBS NO MORE. ALSO,FOR HARDWARE USED WITH P.T. LUMBER, 1.8.1. PLYWOOD: PLYWOOD USED IN STRUCTURAL APPLICATIONS SHALL I. STAKEOUT I5 TO BE PERFORMED BY A LICENSED SURVEYOR _ _ r ATTRIBUTABLE TO BODILY INJURY,SICKNESS, DISEASE OR DEATH OR TO �f CONTRACTOR 15 TO INSTALL HARDWARE THAT 15 SPECIFIED BY P.T. LUMBER MEET THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE H.D. HOLD DOWN w/ WITH INJURY TO OR DESTRUCTION OF TANGIBLE PROPERTY (OTHER THAN THE WORK MANUFACTURER SUCH A5: HAN&ER5, NAILS, 50REWS,FLASHING, ANCHOR BOLTS, VOLUNTARY PRODUCT STANDARD I (P5 1) CONSTRUCTION AND 2. VERIFY ALL LIVEN DATA ON DRAWIN65. IF THERE 15 A DISCREPANCY, ITSELF INGLUDIN6 THE L055 OR USE RE5ULTIN6 THEREFROM). (B) 15 CAUSED IN ETC. FOR LOCATIONS SUCH AS: LEDGER BD., SILL PLATE,DECK CONSTRUCTION, INDUSTRIAL PLYWOOD, U.S. DEPARTMENT OF COMMERCE VOLUNTARY RECEIVE CLARIFICATION FROM ARCHITEOT/ENGINEER PRIOR TO PROCEEDING. HDR HEADER WD. WOOD WHOLE OR IN PART BY ANY NEOLIOENT ACTOR OMISSION OF THE FTG. ANY REFERENCES TO GGA ARE TO REPLACED WITH P.T. PRODUCT STANDARD 2 (P52) PERFORMANCE STANDARD FOR CONTRACTOR, ANY SUBCONTRACTOR, ANYONE DIRECTLY OR INDIRECTLY 5. EXCAVATE AND BACK FILL FOR WORK INDICATED ON DRAWINGS. EMPLOYED BY ANY OF THEM, OR ANYONE FOR WHO5E ACTS ANY OF THEM MAY WOOD-BASED STRUCTURAL- USE PANELS, APPLICABLE CODE STOCKPILE TOPSOIL OBTAINED FROM STRIPPING DRIVEWAY AND BUILDING HNOR HANGER ZR ZONING RESOLUTION 21. LVL (LAMINATED VENEER LUMBER) DENOTES EITHER OF THE FOLLOWING: EVALUATION REPORTS. BE LIABLE REGARDLESS OF WHETHER OR NOT IT IS CAUSED IN PART BY A A. TRU55 J015T MGMILLIAN 1.9E MIGROLAM SITE. STOCKPILE ALL EXCAVATED MATERIALS. HOR. HORIZONTAL PARTY INDEMNIFIED HEREUNDER. B. GEORGIA PACIFIC 2.OE 6-P LAM 1.8.2. ORIENTED-STRAND BOARD (OSB), WAFERBOARD ORIENTED-STRAND P5L (PARALLEL STRAND LUMBER) DENOTES: BOARD OR WAFERBOARD USED IN STRUCTURAL IONS SHALL MEET 4. NEW AND EXISTING BACK FILL MATERIAL ARE TO BE FREE OF WEEDS, TREE 18. ALL MATERIALS,ASSEMBLIES, AND METHOD OF CONSTRUCTION INGLUDIN6 A. TRUSS JOIST McMILLIAN 2.0E PARALLAM THE PROVI510N5 OF U.S. DEPARTMENT OF COMMERCE VOLUNTARY ROOTS, ROCKS, AND DEBRIS. ALL SURPLUS MATERIAL THAT IS UNSUITABLE BUT NOT LIMITED TO FORM-WORK, BLOY . .s ORK, FRAMING, NAILING, PLACING ALL TO BE INSTALLED AS PER MANU5PEC' PRODUCT STANDARD 2 (PS2) PERFORMANCE VOLUNTARY PRODUCT FOR BACK FILL MATERIAL SHALL BE REMOVED FROM SITE. OF CONCRETE, FTG. ARE TO BE CAREFULLY SUPERVISED BY THE CONTRACTOR STANDARD FOR WOOD-BASED STRUCTURAL- USE PANELS OR ¢ � A LI SURE THEY ARE IN ACCORDANCE WITH THE DRAWINGS, 5PHE PRAWN 5, 22 I-JOIST FLOOR SYSTEMS SHALL BE IN ACCORDANCE WITH THE WOOD APPLICABLE CODE EVALUATION REPORTS. 5. PROTECT TREES WITHIN EIGHT FEET OF THE BUILDING. INSULATION 4� FENESTRATION REQU I RDME I`lTS APPLICABLE GORES AND GOOD PRACTICE. DEVIATIONS FROM THE DRAWINGS FRAMING MATERIAL STANDARDS SECTION, THE 0VERNINO BUILDING GORE, AND SPECIFICATIONS OF WILL NOT BE PERMITTED WITHOUT WRITTEN C7 AND ANY ADDITIONAL REQUIREMENTS SET FORTH IN THE MANUFAGTURER'5 1.8.3. PARTICLE BOARD: PARTICLE BOARD USED IN 5TRUGTURAL AUTHORIZATION OF THE ARGHITEGT/ENOINEE:R. CODE EVALUATION REPORT. APPLICATIONS SHALL CONFORM TO AN51 A208.1 AND ANY 19. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SHOP DRAWIN65 REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S CODE PROPOSED DE51ON CODE PRESCRIPTIVE VALUE 23. NOTCHES IN THE TOP OR BOTTOM EDGE OF SOLID SAWN RAFTERS SHALL EVALUATION REPORT. COMPONENT COMPLIES NEEDED, UNLE55 OTHERWISE SPECIFIED. ALL. DIMENSIONS AND CONDITIONS NOT BE OUT IN THE MIDDLE ONE-THIRD OF THE RAFTER SPAN. NOTCHES IN THE VALUE CITATION (PER 2020 NY5E000) PERTAINING ARE TO BE FIELD VERIFIED. OUTER THIRDS OF THE SPAN SHALL NOT EXCEED ONE-SIXTH OF THE ACTUAL 1.8.4. FIBERBOARD: FIBERBOARD USED IN STRUCTURAL APPLICATIONS 20. CONTRACTOR TO REMOVE 4 RELOCATE' AS REQUIRED ALL EXISTING WORK RAFTER DEPTH. WHERE NOTCHES ARE MADE AT SUPPORTS THEY SHALL NOT SHALL MEET THE PROVISIONS OF AN51/AHA A194.I CELLULOSIC MAX. U-VALUE = 0.32 WHICH INTERFERES WITH NEW CONSTRUCTION IN A WORKMAN LIKE MANNER. EXCEED ONE-FORTH THE ACTUAL RAFTER DEPTH. BORED HOLES ARE LIMITED FIBERBOARD OR A5TM 0208 STANDARD SPECIFICATION FOR FENESTRATION U-VALUE U-VALUE = 0.25 MAX. AIR LEAKAGE = 0.30 CFM/SF YES IN DIAMETER TO ONE-THIRD THE ACTUAL RAFTER DEPTH AND THE EDGE OF THE CELLULOSIC FIBER INSULATING BOARD. AIR LEAKAGE = 0.30 GFM/5F PER R402.4.3 s TABLE R402.1.4 -CLIMATE ZONE 4 21. ALL MATERIALS ARE TO BE INSTALLED A5 PER MANUFACTURER'S HOLE SHALL NOT BE CLOSER THAN 2 INCHES TO TH%TOP OR BOTTOM EDGES. 1.8.5. STRUCTURAL PANEL SIDING STRUCTURAL PANEL SIDING USED IN SPECIFICATIONS, UNLE55 NOTED OTHERWISE, MIN. R-VALUE = 4q 24. NOTCHES IN EITHER EDGE OF STUDS SHALL NOT BE LOCATED IN THE STRUCTURAL APPLICATIONS SHALL MEET THE REQUIREMENTS OF U.S. CEILING R-VALUE R-49 BATT INSULATION PER TABLE 8402.1.2 -CLIMATE ZONE 4 YES 22. PROVIDE FIREBLOCKIN6 AS PER NEW YORK ACGE55IBILITY STANDARDS. MIDDLE ONE-THIRD OF THE STUD LENGTH. NOTCHES IN THE OUTER THIRDS OF DEPARTMENT OF COMMERCE VOLUNTARY PRODUCT STANDARD I THE STUD LENGTH SHALL NOT EXCEED 25% OF THE ACTUAL DEPTH. BORED (PS- 1), THE 60VERNIN6 BUILDING CODE, AND ANY ADDITIONAL -- HOLES SHALL NOT EXCEED 40% OF THE ACTUAL STUD DEPTH AND THE EDGE REQUIREMENTS AS SET FORTH IN APPLICABLE CODE EVALUATION EXTERIOR(2"x16") WOOD 1 MIN.R-VALUE = 20(CAVITY) YES UN PLEASE NOTE THAT THESE PLANS ARE PROTECTED EARC ARCHITECTURAL ANY OF THE HOLE SHALL NOT BE CLOSER THAN 5/8" TO THE EDGE OF THE STUD. REPORTS. FRAME WALL R-VALUE R-21 BATT INSULATION I PER TABLE 8402.12 -CLIMATE ZONE 4 UNAUTHORIZED USE UNDER FEDERAL LAW B1 THE ARCHITECTURAL WORKS NOTCHES AND HOLES SHALL NOT OCCUR IN THE SAME GROSS-SECTION. -- GOPYRI6HT PROTECTION ACT OF 1990 (AWC:PA), WHICH HAS SEVERE PENALTIES. 2.2. FASTENERS AND CONNECTORS: ALL FASTENERS AND CONNECTORS SHALL MIN R-VALUE = 19 25. FOR NEW WALLS, A PERFORATED 5HEARWALL SYSTEM 15 USED. THEFLOOR R-VALUE R-30 BATT INSULATIONS CONFORM TO THE STANDARDS SPECIFIED IN M 2.2.1 THROUGH M 2.2."1. PER TABLE 8402.12 -CLIMATE ZONE 4 CODES AND REFERENCE STANDARD: CONTRACTORS ATTENTION 15 DIRECTED TO THE APPLICABLE DETAILS, �A I. ALL NEW WORK PERFORMED SHALL CONFORM TO THE 2020 NEW YORK NOTES, AND TABLES ON PAGE 6-003 4 6-004. THE FASTENING SCHEDULE 2.2.1• BOLTS: BOLTS SHALL COMPLY WITH AN51/A5ME B 18.2.1 SQUARE AND COMPLIANCE STATEMENT: to STATE BUILDING GORE, 2020 NEW YORK STATE RESIDENTIAL GODS,YORK 5PECIFIF-5 THE REOV NAILING FOR THE SHEATHING(ANY NAILING HEX BOLTS AND 50REW5 (INCH 5ERIE5). TO THE BEST OF MY KNOWLEDGE,BELIEF,AND PROFESSIONAL JUDGMENT,THESE PLANS AND 5PECIFICATION5 ARE IN Z NEW YORK STATE PROPERTY MAINTENANCE CODE, AND 2020 NEW YORK 5PECIFIOATION5 ON THE FLOOR PLANS SHALL 5UPER5EDE THE FASTENING COMPLIANCE WITH THE 2020 NY5 ENERGY CONSERVATION CONSTRUCTION CODE U51NO CHAPTER 4[RE]. w SCHEDULE). HOLDOWN5 OPERATE IN CONJUNCTION WITH THE PERFORATED 2.2.2. LAO SCREWS: LAO SCREWS OR LAG BOLTS SHALL COMPLY WITH ANSI/ STATE ENERGY CONSERVATION CONSTRUCTION CODE. 5HEARWALL SYSTEM (INSTALL AS PER APPLICABLE DETAILS 4 MANU. SPEG.'s). ASME 5I8.2.1 SQUARE AND HEX E30LT5 AND SCREWS (INCH SERIES). 0 O 2. REFERENCE STANDARD USED FOR ALL WOOD FRAMING, CONNECTIONS OF HOLDOWN LOCATIONS ARE SPECIFIED ON THE: FOUND./FLOOR PLANS. V WOOD FRAMING, AND CONNECTION TO FOUNDATION - 2018 WOOD FRAME 2.2.5. TRUSS METAL CONNECTOR PLATES: TRUSS METAL CONNECTOR PLATES CONSTRUCTION MANUAL BY THE: AMERICAN FOREST 4 PAPER ASSOCIATION 26. COLUMN BEARING AS FOLLOWS: SHALL MEET THE REQUIREMENTS OF AN5I/T'PI I NATIONAL DESIGN w (AF4PA) AMERICAN WOOD COUNCIL (AWG). WOOD POSTING TO BE BLOCKED SOLID TO FOUND. WALL w/END GRAIN, STANDARD FOR METAL PLATE CONNECTED WOOD TRU55 CONSTRUCTION, TREATED WOOD 4 FLASHING. STEEL COLUMNS ARE TO BEAR UPON FOUND. THE 60VERNIN6 BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS 3. ALL PLUMBING WORK SHALL CONFORM TO THE 2020 NEW YORK STATE WALL w/STEEL SHIMS s A MIN. 5/4" OF NON-5HRINK GROUT. AS SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORTS. PLUMBING CODE. SECURE w/(2) 1/2" 4' ANCHOR BOLTS (4" LONG EXPANSION BOLTS ® EXIST. WALLS 4 12" LONG HOOKED BOLTS ® NEW FOUND. WALLS). FOR ANY 2.2.4. METAL CONNECTORS WHERE METAL PLATE OR STRAPPING 51ZE AND Q 4. ALL MECHANICAL WORK SHALL CONFORM TO THE 2020 NEW YORK STATE POSTING ® G.M.U. WALL SEE PLAN FOR REQUIRED REINFORCING (® MIN. 16" 6AGE ARE SPECIFIED, MINIMUM A57M A655, STRUCTURAL QUALITY, - 0 MECHANICAL GORE AND 2020 NEW YORK STATE FUEL OAS CODE. WIDE 3 COURSES OF SOLID BRICK MASONRY CENTERED ® P05TIN6, U.O.N). GRADE 55 STEEL SHALL BE USED. OTHER METAL CONNECTORS SHALL 'T'��L� R�O1 '� HOWEVER, WHEN COLUMN OR POSTING IS PART OF THE LOAD PATH FOR USE MEET THE REQUIREMENT5 OF THE 60VERNINO BUILDING CODE AND ANY CLIMATIC GEOGRAPHIC DE51ON CRITERIA 5. ALL ELEOTRIOAL WORK SHALL CONFORM TO 2011 NATIONAL ELECTRIC IN A 5HEARWALL, ALL ANCHORS MAKING AN ATTACHMENT ARE TO BE w/ ADDITIONAL REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERSPROJECT: CODE, NFPA"70 AND 2020 NEW YORK STATE ENERGY CONSERVATION STANDARD SHEARWALL HARDWARE (w/ NOTED VALUES) 4 ANCHOR BOLTS, CODE EVALUATION REPORTS. --- - CONSTRUCTION CODE. U.O.N. WITH TOP GAPS 0 STEEL COLUMNS TO BE MIN.Y4" BENT PLATE 8" LONG 2,2.5. NAILS: NAILS SHALL COMPLY WITH ASTM F 1667 STANDARD GROUND SNOW LOAD 25 LBS A' w/6" RISE s w/(2) 5/4"0 BOLTS THROUGH CENTER LINE OF VERTICAL LE65 SPECIFICATION FOR DRIVEN FA5TENER5: NAIL5, 5PIKE°5, AND STAPLES. 5TRUGTURAL MEMBER ALLOWABLE BASIC WIND SPEED 130 MPH BORSEN DECK SET b D15T., U.O.N. - ADDITIONAL INFO. IS FOUND ON PACE 6-003. DEFLECTION GENERAL WIND PROTECTION CONNECTION NOTES: 2.216. PNEUMATIC NAILS AND STAPLES: PNEUMATIC, NAILS AND STAPLES ADAPTED FROM STANDARD FOR HURRICANE RESISTANT RESIDENTIAL SHALL MEET THE REQUIREMENT5 OF THE OOVERNINC BUILDING CODE RAFTERS HAVING SLOPES GREATER THEN 5/12 EXPOSURE GATEOORY B CONSTRUCTION;55TV 10-99 AND 2018 550 HIGH WIND EDITION WOOD FRAME AND ANY ADDITIONAL REQUIREMENTS AS SET FORTH IN THE L/I80 CONSTRUCTION MANUFACTURER'S CODE EVALUATION REPORTS. W/ NO FINISHED CEILING ATTACHED TO RAFTERS I. A CONTINUOUS LOAD PATH BETWEEN FOOTIN65, FOUNDATION WALLS, SEISMIC DF-515N CATEGORY B FLOORS, STUDS AND ROOF FRAMING SHALL BE PROVIDED. 2.2.1. 50RE1^15: 50REW5 SHALL COMPLY WITH ANSI/A5ME B 18.6.1 INTERIOR WALLS 4 PARTITIONS H/I80 2. APPROVED CONNECTORS, ANCHORS AND OTHER FASTENING DEVICES NOT WOODSOREW5 (INCH SERIES). WEATHERING SEVERE 305 BIRCH LANE INCLUDED IN THE STANDARD BUILDING GORE, SECTION 2506 OF IBC, SHALL FLOORS 4 PLASTERED GEILIN65 L/360 , „ BE USED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. FROST LINE DEPTH 3-O CUTCHOGUE, NY 11935 5. METAL PLATES, CONNECTORS, 5GREW5, BOLTS AND NAILS EXPOSED ALL OTHER STRUCTURAL MEMBERS L/240 DIRECTLY TO THE WEATHER OR 5UBJECT TO SALT CORROSION IN COASTAL TERMITE MODERATE TO HEAVY AREAS SHALL BE STAINLESS STEEL OR HOT DIPPED GALVANIZED. EXTERIOR WALLS W/ PLASTER OR STUCCO FINISH H/360 ICE BARRIER REQUIRED YES DRAWING TITLE: GENERAL NOTES 4. WHERE WINDOWS AND DOORS INTERRUPT WOOD STRUCTURAL PANEL SHEATHING AND SIDING, FRAMING ANCHORS OR CONNECTORS SHALL BE EXTERIOR WALLS - WIND LOAD5 W/ BRITTLE FINISHES L/240 PROVIDED AT THE TOP AND BOTTOM OF CRIPPLE 5TUD5,HEADER STUDS ENERGY TABLE AND AT LEAST ONE STUD AT EACH SIDE: OF OPENIN6. EXTERIOR WALLS - WIND LOADS W/ FLEXIBLE FINISHES L/120 STRUCTURAL DESIGN CHARTS 5. RIDGE STRAPS SHALL BE ATTACHED TO EACH PAIR OF OPPO51NG RAFTERS EXCEPT WHERE COLLAR TIES OF I11x6" OR 2"x4" LUMBER 15 LOCATED IN UPPER THIRD OF ATTIC SPACE AND ATTACH TO EACH PAIR OF RAFTERS. STRUCTURAL DSS 1 C N LOADS PAGE: 6. UPLIFT CONNECTORS SHALL BE PROVIDE=D AT EACH RAFTER BEARING. 7. FLOOR TO FLOOR HOLD-DOWNS TO BE 'PROVIDED EVERY 48" AND EVERY --- G-002mOO 16" WITHIN W OF EXTERIOR CORNERS. AD USE LIVE LOAD DELOAD 8. SILL PLATE TO FOUNDATION ANGHORAOE;SILL PLATE SHALL BE ANCHORED EXTERIOR BALCONIES 40 psf 15 psf TO THE FOUNDATION WITH ANCHOR BOLTS HAVING A MIN. BOLT DIAMETER OF I" AND 5"x3"x�" WA5HER5. A MINIMUM OF ONE ANCHOR BOLT SHALL BE PROVIDED WITHIN b TO 12 INCHES OF EACH END OF EACH PLATE. ANCHOR DECKS 40 psf 15 psf BOLTS SHALL HAVE A MINIMUM EMBEDMENT OFT' IN CONORETE/MA5ONRY DATE: 10/28/21 2 OF 6 FOUNDATIONS. ANCHOR BOLTS SHALL BE LOCATED WITHIN 12" OR CORNERS PA55ANOF-R VEHICLE GARAGES 50 psf A5 PER PLAN AND AT 5PAGIN6 NOT EXGEEDIN6 4' ON CENTER. ATTICS WITHOUT STORAGE (MAX CLEAR HOT < 42") 10 psf 15 psf ATTICS WITH STORAGE (MAX CLEAR HOT > 42") 20 psf 15 psf ROOMS OTHER THAN 5LEEPIN6 ROOMS 40 psf 15 psf 5LEEPIN6 ROOMS 50 psf 15 psf 5TAIR5 40 psf 15 psf OUARDRAIL5 AND HANDRAILS 200 psf 15 psf ROOF LOADING (LIVE = G12 psf FOR ATTICROUND SNOW LOAD) 25 psf 15 psf FOR CATH. *ALL STRUCTURAL DE516N CONSIDERATIONS ARE IN CONFORMANCE WITH ASCE 'i-10 (MINIMUM DE'.516N LOADS FOR BUILDINOS AND OTHER STRUCTURES) T` F I AL NAILINO/STRAFNEOUIREENTS FOR 0 OLDON DETAILS FASTENING SCHEDULE A a U ALL HARDWARE TO BE INSTALLED AS PER MANU. 5PEC.15;MANUFACTURER UFLFT, SHEAR/ LATERAL YIND RES S7ANGE NOTE: TH 1 S SCHEDULE DOES NOT INCLUDE NAILING FOR METAL FRAMING STRAPS SUBSTITUTIONS MAY BE MADE WHEN LOAD CAPACITIES ARE MATCHED (SEE PAGE 0-005 FOR STRAPPING AND NAILING REQUIREMENTS, Z **ALL STRAPPING TO BE "x 20 GAUGE" -- "SIMP5ON" EQUIVALENT — C520 COILED 5TRAP AND ROUGH OPENING FRAMING REQUIREMENTS) rN-I lY4 ALL NAILING IS A GENERAL SPECIFICATION, IT APPLIES UNLESS NOTED OTHERWISE j � ` *U5E IOd NAILS IF STRAPPING IS OVER PLYWOOD; TYP. FOR ALL (SCHEDULE AS PER AWG 2018 WOOD FRAME CONSTRUCTION MANUAL TABLE 3.1) W >: FASTENER 5PEG. FASTENER Z HOEDOWN 'A' HOLDOWN 1B' CONNECTION A I NAIL DESCRIPTION AND = Z NO O R I I� AND QUANTITY SPACING J \h O ROOF C E I L I NO FRAM I NO � u FOR NEW 4 EXIST. FOUNDATIONS I.DIM's ARE ALL MIN.#'s BASED ON USE OF ONLY A Ibd O 0 ENDWALL NDWALL COMMON NAIL w/o PRE50RED HOLM. a RAFTER TO TOP PLATE (TOE-NAIL) SEE PAGE 6-003 PER RAFTER LA m (3) 2x FULL (3) 2x FULL CORNER STUD AT RAFTER TO RIDGE zil 2„ 2.WOOD 15 A55VMW TO BE DF,02 t BTR. IN DRY USE >- d' m HE16HT 5 HEIGHT STUD CONNECTED TO R.R. 2" SERVICE Z CORNER STUD TRANSFER SHEAR CONNECTION: � CEILING JOIST TO TOP PLATE (TOE-NAIL) SEE PAGE 6-003 PER JOIST O NNEGTED TO 5.SHOULD THE WOOD IN USE PRESENT A SPLIT POTENTIAL TRANSFER SHEAR "SIMPSON" HDQ6 alE ��Y (EVIDENT DURING INITIAL INSTALLATION)PRESORE THE NAIL GEILIN6 JOIST TO PARALLEL RAFTER (PAGE-NAIL) SEE PAGE 6-003 EACH LAP = p HOEDOWN ANCHOR 5 2-Ibd COMMON FOR STRAP - 3 S d COMMON . . . . HOLES,SET NEW MEMBER. H 2-Ibd COMMON LOCATIONS NOTED NAILS ® 6" O.G. +€ NAILS ® EA. END OF STRAP. • • • 4.NO MIXING OF NAIL SIZES OR TYPES ALLOWED Z W NAILS ® 6" O.G. • • GEILIN6 JOIST LAPS OVER PARTITIONS (PAGE-NAIL) el-16d COMMON EACH LAP Q O" O.G. IF BLOCKED ON PLANS 10" O.G. IF BLOCKED � 0 � J CORNER P05T FOR ROOF SLOPES UNDER 5:12 WITH c. TI ?a S.SEE SECTION b FOR ANY REQ'T TO CLINCH THE NAILS(`O ..I 00 ROOF SPANS OF 24 OR GREATER, CORNER P05T TIGHTLY BOND THE END OF THE NAIL TO A 90" ANGLE,SEE COLLAR TIE TO RAFTER (FACE-NAIL) SEE PAG6 E -003 PER TIE �` GRAPHIC BELOW) I > Wt � USE 4 $d COMMON NAILS ® x ZN" HD06 _ � (fl HOLDOWMN�ANCHOR a EA. END OF STRAP FOR ROOF 6.DIMENSIONS ARE DERIVED FROM THE NDS COMMENTARY BLOCKING TO RAFTER (TOE-NAIL) 2-8d COMMON EACH END ..1 SECTION 12.4-PLACEMENT OF NAILS d SPIKES t TABLE r'I LOCATIONS NOTED --�j�; ° °° SLOPES OF 5:12 AND GREATER. CR 4-t. � � ON PLANS RIM BOARD TO RAFTER (END-NAIL) 2-I6d COMMON EACH END Z > CONNECTION 51 B2 � _ N AT RAFTER TO TOP PLATE TO STUD WALL FRAM I NO �'- W cb HOLDOWN INSTALLATION OPTIONS: CONNECTION: _ N = T FOR NEW P. GONG. FOUND.'s B2 TOP PLATE TO TOP PLATE (FACE-NAIL) :2-16d COMMON ' PER FOOT O LO HOLDOWN CAST IN PLACE w/7/6"m THREADED ROD FOR STRAP - 3 8 d COMMON NAILS ® p . . EA. END OF TOP PLATES AT INTER5EGTION5 (PAGE-NAIL) 4-I6d COMMON JOISTS - EA. SIDE FOR EXIST. P. GONG. OR NEWLY CURSED FOUND.'s � � sEE WHEN IN TOWN OF ISLIP OR NAILING � 'i/6"O THREADED ROD (PRE-DRILLED) EMBEDDED 12" INTO NOTE#5 I GEOMETRY EXCEEDS THAT PERMITTED IN CONCRETE w/ "SIMPSON" SET(HIGH STRENGTH EPDXY --- ( I MAX. NAILING GRID ABOVE UTILIZE • • STUD TO STUD (PAGE-NAIL) 2-Ibd COMMON 24" O.G. W ADHESIVE), 4 FOR TEMP.'S O"F-40°F USE "SIMPSON" AT I 51'-IP50N # H2A (OR EQUAL) RAFTER TIE ui (1416H 5TRENOTH ACRYLIC ADHESIVE) x HEADER TO HEA^ER (FACE-NAIL) I6d COMMON 16" O.G. ALONG EDGES FOR TOENAILING - 3 8 d COMMON NAILS U FOR EXIST. /NEW G.M.U. (GONG. BLOCK) ' TOP or BOTTOM PLATE TO STUD (END-NAIL) 2I6d COMMON PER STUD FILL TOP 2 COURSES SOLID 4 CAST IN PLACE HOLDOW - N USE SAME • H w/7/6"� THREADED ROD CONNECTION FOR G.J. TO R.R. - cI I6 d COMMON NAILS BOTTOM PLATE TO FLOOR JOIST, BAND JOIST, REOUIREMENT5 FOR 2-I6d COMMON 12 PER FOOT V RAISED C.J.'s (WHEN AT G.J. TO G.J. CONNECTION: ENDJOIST, or BLOCKING (FACE-NAIL) = J APPLICABLE) FOR EA. PLATE TO STUD ABOVE 4 OR BELOW 0 _J HOEDOWN 'G' HOEDOWN LD1 COMMON NAILS FOR G.J. TO G.J. - q 16 d COMMON NAILS FLOOR FRAMING Q FOR NEW 4 EXIST. • JOIST TO SILL, TOP PLATE or 61RDER (TOE-NAIL) 4-Sd COMMON PER JOI5T FOUNDATIONS FOR NEWLY POURED CONNECTION GI 4 G2 b FOUNDATION ® ONE STORY ONLY (3) 2x FULL_ ENDWALL BRID61N6 TO JOIST (TOE-NAIL) 2-8d COMMON EACH END HEIGHT STUD CORNER STUD CONNECTED TO \\ ;,.. " TRANSFER SHEAR * ° AT STUD TO FLOOR ASSEMBLY BLOCKING TO J015T (TOE-NAIL) 2-bd COMMON EACH END "SIMPSON" HDQB (3) 2x FULL HOLDOWN ANCHOR ® 2-I6d COMMON HEIGHT STUD . G2 `" TO STUD CONNECTION: BLOCKING TO SILL Or 3-I6d COMMON EACH BLOCK LOCATIONS NOTED NAILS ® 6" O.G. 4 n TOP PLATE (TOE-NAIL) ON PLANSO.G. IF BLOCKED C CORNER POST G I FOR STRAP - 3 8 d COMMON LEDGER STRIP TO BEAM (PAGE-NAIL) 3-I6d COMMON EACH JOIST 1 NAILS ® EA. END OF STRAP q' a J015T ON LEDGER TO BEAM (TOE-NAIL) 3-8d COMMON PER JOIST , ' FOR EA. PLATE TO STUD ABOVE � OR i 2-I6d CcW N fl �I BELOW - 2 6d COMMON NAILS� NAILS ® 0. BAND J0I5T TO JOIST (END-NAIL) 3-I6d COMMON PER J0I5TEd" �. ' ---"- BAND JOIST TO SILL or TOP PLATE (TOE-NAIL) 2-I6d COMMON 1 PER FOOT ROOF SHEATHING STRUCTURAL PANELS: ° - I4RJ INTERIOR ZONE 8d COMMON 6" EDGE / 12" FIELD CONNECTION DI D2 a "51MPSON" ST D HOEDOWN INSTALLATION OPTION°>_ ° SOLID KIS PERIMETER EDGE ZONE g 8d COMMON 6" EDGE / 6" FIELD • EA.BAY GABLE ENDWAI_L RAKE OR RAKE TRU55 w/ 8d COMMON 4" O.G. UP TO q" 'SAKE OVERHANG FOR NEW P. GONG. FOUND.'s HO�DOWN CAST IN PLACE w/'T/6"� THREADED ROD -1/95110 THREADED ROD (PRE-DRILLED) EMBEDDED 12" INTO ..✓" • AT STUD TO FLOOR ASSEMBLY TO SILL CEILING SHEATH I NO FOR EXIST, P. GONG, OR NEWLY CURSED FOUND's _ • • PLA-'E(S) CONNECTION: D2 — CONCRETE w/ "51MP50N" SET (HIGH STRENGTH EPDXY 1/21, MIN. p ' 6YWALLBOARD ALLBOARD 5d COOLERS '7" EDGE / 10" FIELD ADHESIVE), 4 FOR TEMF.'s O"F-40"F USE "SIMP50N" AT CORNER 4_1 (HIGH STRENGTH ACRYLIC ADHESIVE) ONE #4 REBAR s + FOR STRAP - 3 8 d COMMON NAILS ® EA. END n, STRAP (WRAP STRAP UNDER SILL PL) SPECIFIED O D I a WALL SHEATHING FOR EXIST. /NEW G.M.U. (GONG. BLOCK) TYP. FOUND. NOTE • - FILL TOP 2 COURSES SOLID 4 CAST IN PLACE HOEDOWN0 FOR EA. PLATE TO STUD ABOVE 4 OR BELOW w/'1/6"0 THREADED ROD d COMMON NAILS STRUCTURAL PANELS bd COMMON 6" EDGE / 12" FIELD _ �6_ a � , ALTERNATE CONFIGURATION - ABOVE STUD TO „ „ GYPSUM WALLBOARD 5d COOLERS 7 EDGE / 10 FIELD � FLOOR CONNECTION w/ # LPT4 SIM-50N (OR STRAP w/(5) z 95d NAI9 EA. NAIL I NO/STRAFF I NO @ W I NDOW/DOOR HEADER STANDARD/ALTERNATE EQUAL) ® PLATFORM TO SILL PLATES OF EA.STRAP TOEND EA.JOIST-(POR FLOOR SHEATHINO (5UBFLOOR) o ALTERNATE USE SIMPSON H2.5A) 0 NOTATION: A- NUMBER OF 6d NAILS ® EA. END OF STRAPPING(2018 WFGM, TABLE 3.1,P. 189) CONNECTION F_ _ STRUCTURAL PANELS: B- NUMBER OF SILL 5TUDS-ON FLAT(DOES NOT APPLY TO DOORS) (2018 WFGM,TABLE 3.238,P.291) -- "�� I" LE55: COMMON 6" EDGE / 12" FIELD W G- NUMBER OF FULL HEIGHT KING STUDS ® EA. SIDE OF HEADER (2016 WFGM,TABLE 3.23G,P. 292; « GREE ATER THAN I": 10d COMMON 6" EDGE / 12" FIELD ALTERNATE AS PER TABLE 3.23D, P. 2013) • D- NUMBER OF Ibd NAILS,END-NAILED THROUGH ADJACENT KING STUD TO END OF HEADER® EA. SIDE • 1 - NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6" O.G. AT THE PANEL EDGE. W A D (2018 WFGM,TABLE 3.1,P. 169) AT STUD TO FLOOR ASSEMBLY TO SILL ALTERNATIVE NAILING SCHEDULES SHALL BE USED WHERE WALL SHEATHING NAILING 15 REDUCED. Q E- NUMBER OF JACK STUDS 0 EA. END OF HEADER(2016 WFGM,TABLE 322F,P. 288) PLATE(5) CONNECTION FOR EXAMPLE, IF WALL SHEATHING IS NAILED 3" O.G. AT THE= PANEL EDGE TO OBTAIN HIGHER G F- NUMBER OF I6d NAILS,END-NAILED THROUGH ADJACENT JACK STUD TO END OF 51LL(5) ® EA. SIDE SHEAR CAPACITIES, NAILING REQUIREMENT5 FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, OR (DOES NOT APPLY TO DOORS) (2016 WFGM,TABLE 3.6,P. 191) ° ° a ° SLAB ON GRADE APPLICATION: ALTERNATE CONNECTORS SHALL BE USED TO MAINTAIN THE LOAD PATH. PROJECT' 2 - WHEN WALL SHEATHING 15 CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF FOR STRAP - 3 8 d COMMON NAILS ® EA. a NAILS SHALL BE PERMITTED TO BE REDUCED TO I-IGD NAIL PER FOOT. " END OF 5TRAP (WRAP 5TRAP UNDER SILL PL.) - FOR ROOF SHEATHING WITHIN 4 OF THE PERIMETER EDGE OF THE ROOF, INCLUDING 4' 10N EACH FA5TEN I NO 5GHEDULE B °a a ° ° e 9'e SEE OF THE ROOF PEAK, THE 4' PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE B O RS E N DECK F ROUGH OPENING FRAMING REQUIREMENTS FOR WINDOW/DOOR OPENIN05 ° FOR EA. PLATE TO STUD ABOVE 4 OR BELOW - (IN ACCORDANCE WITH WOOD FRAME CONSTRUCTION MANUAL 2016 EDITION) _2_ _16_ d COMMON NAILS A NOTATION i� ROUGH A B G D E F G OPNG 305 BIRCH LANE _ 1 2'-0" 2 1 1 1 1 1 CUTCHOGUE, NY 11935 J 4'-0" 4 1 2 2 2 :211 OABLE ENDWALL al I C, I NO ® T® LAT BRACINO/5TRAFPINO DRAWING TITLE: * - PROVIDE (2) 2"x10" HDR (MIN) U.O.N. 6'-0" 5 1 5 3 3 3 FOR RAKES 12"OR (B) - REOUIRES SILL PLATES OF 2 xb (MIN) TOP PLATE - -- ---- BLOCKING 2 HOLDOWN, ANCHOR BOLT, 6'-0" 7 2 3 4 4 4 }— SPLICE —} BAY5 BACK 0 LESS PROVIDE TOP PLATE SPLICE REQUIREMENTS � TOP PLATE SPLICE REQUIREMENTS BLOCKING® 12"O.G. STRAPPING LENGTH FOR WIND - EXPOSURES B4G - FOR WIND - EXPOSURES 540 - 4'-0" 0 To ACHENE RAKE O.H. , & NAILING DETAILS ALL OTHER GASES ONE STORY SLAB ON GRADE ROOF FASTENING SCHEDULE y � BUILDING MINIMUM SPLICEBUILDING MINIMUM SPLICE'-2}'` DIMENSION (FT.) LENGTH (FT) DIMENSION (FT.) LENGTH (FT) _f TYP. STRAP w/(3) -- 5d NAILS EA. E PAGE: 12'-0" 2'-O"/2'-6" 12'-0" 3'-0" OF EA.STRAP Ib'-O" 3'-O"/3'-q" Ib'-O" 4'-O" ATTIC - G-003mOO ANCHOR E3OL.7 SFEC, 1 F I GAT ONS 20'-0" 4'-O"/5'-O" 20'-0" 5'-0" b"-12" SPECIFICATION (2018 WFGM TABLES 3.2A 4 3.25, P. I5-I-160) - BLOCKING 2 BAYS CORNER 24'-0" 4'-0"/5'-0" 24'-0" 6'-0" BACK® 4'-O" O.G. sa" DATE: 10/28/21 3 OF 6 CONDITION FOR ALL STRUCTURES: 5/8"(P ANCHOR BOLTS ® 3a" O.G. 28'-0" 5'-O"/6'-3" 28'-O" 32'-0" 6'-O"/T'-6" 32'-0" 6'-0" n i SECOND FLOOR 36'-O" -7'-O"/8'-q" �- 36'-O" a'-O" - - -_ - NOTES: I.TABULATED SPLICE LENOTH5 ASSUME TOP PLATE-TO-TOP PLATE 1 CONNECTION USING 2-I6d NAILS PER FOOT.FOR SHORTER SPLICE I. MIN. 7" EMBEDMENT INTO CONCRETE LENGTHS,THE NAIL SPACIN6 SHALL BE REDUCED IN ORDER TO 40'-0" 6'-0"/10'-O" 40'-0" II'-0" $LOCKING 2 BAY5 PROVIDE AN EQUIVALENT NUMBER OF NAILS END W 3" SQUARE WASHERS AND END NUT SETUP; BACK® 4'-0" O.G. „ 2.TABULATED SPLICE LEN&TH5 ASSUME A BUILDING LOCATED 50'-O" 10'-O"/12'-6" 50'-O" 13'-O" TYP.STRAP w/(3) CONDITION IS EMBEDMENT FOR G.M.U. (BLOCK) FOUND. 4 FILL IN EXPOSURE B it TOP TWO COURSES SOLID - - - l bd NAILS EA.END 5.TABULATED SPLICE LEN&TH5 ARE BASED ON 6 FOOT WALL 60-O 12 O%IS O fool-oilI6 O OF EA. STRAP 'D 2. ANCHORS NOTED HEREIN ARE NOT TO BE USED FOR HEI6HT5 FOR OTHER WALL HEICHT5,H,THE TABULATED UNIT LATERAL LOADS SHALL BE MULTIPLIED BY HAD; FIRST FLOOR PLAN DIAGRAM OF ZONES OR REPLACED BY HOLD DOWN5 FOR SHEARWALL5 FOR ALTERNATIVE WALL HEI&HT5 MULTIPLY THE ABOVE .101-0.114'-0" '70-O Iq-O NOTED MIN.SPLICE LENGTH BY THE FOLLOWING FACTOR ' ' " 5. ANCHOR BOLTS ARE TO BE BETWEEN 6" 4 12" (ADDITIONALLY,ROUND UP TO THE NEAREST FOOT) 8 / 0' t-O I6-O 80I '-O 221-O FROM ENDS AND CORNERS (TWO ® CORNERS) 9'WALL- 1.125 (SEE DIAGRAM TO LEFT) IO'WALL- 1.25 BLOCKING 2 BAYS � I'A-1IS5 THIS COLUMN w/MULTIPLIER BACK m 4'-0" O.G. 4. COORDINATE w/ HOLDOWN LOCATIONS FOR 10'-0"WALL 4.TOP PLATES SHALL BE A MINIMUM OF STUD 6RADE MATERIAL MISCELLANEOUS FRAMINO ORAPHICS CONTINUOUS BU(LT-UF C I RD RS, 3 OR MORE SUFFORTS (THAT EXCEED FRAMIN5TANDARD5, IT 15 REO'D FOR FRAMER TO HAVE A F I REBLOGK I N0 FOR FLATFORM HOOD FRAM I NO a G WORKING KNOWLEDGE OF THE AMERICAN WOOD COUNCIL [AWG] DETAIL BOOK CONNECTION PATTERN SCHEDULE (FOR ENOINEERED s LUMBER Dc. WOOD I-JOISTS] SEE MANU. SPEC. FOR ADDITIONAL INFO.) AND ALL RELEVANT PORTION5 OF THE RESIDENTIAL CODE) - - BETVCEN 1/6 ASSEMBLY REQUIREMENTS: ZO O CONNECTION 4 1/4 OF A WHEN OIRDER5 MADE UP OF JOISTS NAILED w _ DESCRIPTION TOGETHER SIDE BY SIDE ARE CONTINUOUS OVER J r PATTERN \ I. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE SERVES BLOCKING UNDER LOAD BEARING WALL THREE OR MORE SUPPORTS, JOINTS ARE TO BE I� � MAX.s2" LOCATED BETWEEN ONE SIXTH AND ONE QUARTER AS FIRE-STOPPING. W NON-LOAD BEARING WALL OFFSET FROM SUPPORT (2)ROWS IOd NAILS a 12"O.G. THE SPAN LENGTH FROM AN INTERMEDIATE Q • W \\ \ 2. FOR PLATFORM FRAME CONSTRUCTION: THE DOUBLE J015T 55UPPORT. NO TWO ADJOINING JOISTS, NOR MORE SERVES A5 FIRESLOPPIN6. F- TUDS (3)ROWS IOd NAILS a 12"O.G. THAN ONE THIRD THE TOTAL NUMBER, ARE TO BE Q SUBFLOOR (2)Rows 1/2" m BOLTS a 12"O.C.STASBERED, JOINTED ON THE SAME SIDE OF THE SUPPORT. 3. FOR PLATFORM FRAME GONSTRUGTION: THE SOLE AND DOUBLE -j G TWO-PIECE PLATE SERVE AS FIRE5TOPPIN6. -J FLOOR aBL.a ENDS J BUILT UI GIRDER p MAX.52" SOLE PLATE NAILING: \ F- L0 Y D (2)ROWS 1/2" m BOLTS a 16"0.0. 4. FOR PLATFORM FRAME CONSTRUCTION: THE DOUBLE SOLE PLATE TWO-PIECE GIRDERS ARE TO BE NAILED FROM ONE j JOIST SERVES AS FIRE5TOPPIN6. O Q E (2)ROWS I/2"m BOLTS a 24'O.G. SIDE WITH 10d NAILS, TWO NEAR EACH END OF \. r Q O O BETWEEN 1/6 EACH PIECE, OTHERS 5TA66ERED WITH A DISTANCE ` g 5. FIRESTOPPIN6 SHALL BE 2 INCHES OF WOOD BLOCKING a LO m F (2)Rows s-s/6"TRUSSLOGK SCREWS a 12'O.c. a 1/4 OF A OF I6 INCHES BETWEEN NAILS IN A HORIZONTAL OR OF NONCOM-BUSTIBLE FILL. SCREWED ON(1)SIDE OF MEMBER LINE; OR GIRDERS ARE TO BE NAILED FROM EACH Z (2)ROHS 5-5/6"TRUSSLOCK SCREWS a 16.O.C. 51DE w/ IOd NAILS, TWO NEAR EACH END OF EACH / 6. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE O G SCREWED oN(U SIDE OF MEMBER OTHERS STAGGERED w/ A DISTANCE OF 32" j" AND 2 INCHES OF WOOD BLOCKING PLACED BETWEEN = F-Tkq . - (2)Rows s-s/6°TRUSSLOCK SCREWS a 24"o.c. BBETWEEJOISTS SERVE AS FIRESTOPPIN511 . N NAILS IN A HORIZONTAL LINE � � - � �" � H SGREI^�D ON(I)SIDE OF MEMBER - P j MAXIMUM OFFSET (2)ROWS 5"TRU55LOGK SCREWS o 12"O.G. THREE-PIECE Z j_ ,\ 7. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE AND W J l BUILT UP GIRDER MAX.s2" THREE-PIECE 61RDERS ARE TO BE NAILED w/ 20d 2 INCHES OF WOOD BLOCKING PLACED BETWEEN JOISTS Q J J015T DEPTH, d 5cREINED ON BOTH SIDE OF MEMBeR P \ SERVE AS FIRESTOPPIN6. J 00 MATCHED SIZE OF BLOCKING NAILS ON LU SIDE w/ TWO NEAR JOINTS, END OF EA. 4 �., (2)ROWS 5"TRUSSLOGK SCREWS a Ib'O.G. \� i. UNDER NON-LOAD BEARINS FIRESTOPPING AND K SCREWED ON BOTH SIDE OF MEMBER PIECE, INCLUDING INTERMIDIATE JOINTS, AND w/ THE �� z d' O BLOGKIN6 " OTHERS STAGGERED w/ A DISTANCE OF NOT MORE 3 8. THE HEADER SERVES A5 FIRE-STOPPING. Z O (� PARTITIONS ® 32 O.G. STUD (2)ROWS 5"TRU55LOGK SCREWS a 24"0.0. BETWEEN I/6 „ _ /j L SGRENED ON BOTH SIDE OF MEMBER 4 1/4 OF A THAN 32 BETWEEN NAILS IN A HORIZONTAL LINE. q. TWO-INCH WOOD BLOCKING OR THE EQUIVALENT SHALL J r'I DOUBLE PLATE BE ADDED BETWEEN STUDS IN PARTITION ADJACENT TO O CE I L I NO BRAG I NO FOUR-PIECE 61DER5 ARE TO BE A55EMLED AS j� 5TRIN6ER TO SERVE AS FIRESTOIFIN6. Z CANTILEVERED FLOOR 1.NOTE: 4 HEADERS NOT NOTED WITH GONNEGTION PATTERN ON SHOWN, AND NAILED W 20d NAILS AS SPECIFIED / �" Q Z r-I GABLE ENDWALL PLAN SHALL USE CONNECTION PATTERN 'A' D WHEN 6"OR SMALLER FOR THE THREE-PIECE GIRER. � J N 10. THE SPACE BETWEEN A CHIMNEY AND COMBUSTIBLE FLOOR CONNECTION PATTERN 'B'WHEN IO"OR LARSER P \ ! FRAMING SHALL BE FIRESTOPPED AT THE BOTTOM WITH W Lu W jj� APPROXIMATELY I-INCH DEPTH OF NONCOMBUSTIBLE MATERIAL Ln m LO -STUD 2.WHEN SCREHIN6 OR NAILING FROM BOTH SIDES OF MEMBER- FOUR 2-PIECE ANCHORING: �, �" / .\\ HELD IN PLACE BY METAL LATH OR WIRE FABRIC. SUCH OFFSET FASTENERS I/2"FROM ONE SIDE TO THE OTHER BUILT UP GIRDER GIRDERS ARE TO BE SECURELY ANCHORED TO O LO SUBFLOOR SOLE PLATE 2"x4"CONTINUOUS GABLE END MASONRY PIERS, NAILED TO WOOD POSTS ORFIRE5TOPPIN6 SHALL NOT BE REQUIRED WHEN THE BOTTOM OF>' THE VERTICAL OPENING 15 SEALED BY PLASTER ON THE GEILIN6 T-11 _j TTRUSSQ LATERAL BRACE a 6' O.G. BOLTED TO STEEL COLUMNS. AND CHIMNEY. THE SPACE ABOVE THE FIRE-STOPPING SHALL BE JBOIISTTT 2) lod NAILS TRU55 OR LEFT UNFILLED 50 THAT HEAT FROM THE CHIMNEY CAN BE CARRIED G•J• AWAY BY AIR CURRENTS MOVIN6 UPWARD AND OUT THROUGH NORMAL G }�/� PLATFORM FRAME CONSTRUCTION SHRINKAGE CRACKS OF THE INTERIOR FINISH. PLASTER GEILIN6 ON I `�A I L I I `l0 �A TTE RN S FOR �1 D E LOADED BEAM 5 (I o . FLUSH B E A I " I S) -LOCATIONS REQUIRUN6 FIRESTOPPIN6- NONCOMBUSTIBLE LATH, EXTENDING TO CHIMNEY FACES, WILL SERVE � 10)sd NAILS AS FIRE5TOPPIN6. FIRE- FIS_ WOOD FIRESTOFPING FIRESTOPPIN6 5TOPPIN6 STOPPING FIRE- FIRE- SOLE V FASTENING RECOMMENDATIONS FOR SIDE-LOADED, MULTIPLE-PIECE MEMBERS STOPPING STOPPING W H JOIST h P VIII II; VERTIG J '" 5d COOLER NAILS a 10" O.G. NAILED BOLTED M w {i =rmJ AL LOCKING 2"x4" BLOCK NAILED TO EA.BRACE 2 Rows 16a s ROWS Ibd 2 ROH315• 2 Rows)5' 2 ROHS l4• w/(4) IOd NAILS COMMON COMMON BOLTS•24' BOLTS BOLTS a 12"O.C. O.G.57A66ERFS�' a 12'O.G. a 6'O.G. FIRE5TOPPIN6 WHEN 20 gel.STRAP GOYTRIN6 E APPLIED WS 2"O G TO UNDERSIDE OF Q � STUD M A TWO ROWS 12"O.G. THREE RO I 6YPSU BO LOCATION I LOCATION 2 LOCATION 3 LOCATION 4 w DOUBLE PLATE . (lo) be NAIL BEAM SELECTION w/ STD. NAILING ° ° ° 5d COOLER NAILS a 10" O.G. JOIST SHALL BE LOCATED DIRECTLY i1oTE: ENDWALL 5. AS NOTED IN NOTES 7 8 ° ° o ° ALTERNATE S NONCOMBUSTIBLE FIRESTOPPIN6 LOCATION DENOTES ALT.FOR USE OF DRYWALL SCREWS :"•_ VER STUDS, UNLESS TOP PLATE 15 4"a EDGE/12"o FIELD FULLY BLOCKED SOLE of GIRDER HOOD FIRE TOPPING DESIGNED TO CARRY THE LOAD SCREWS kb- lY4"TYPE w 5 OR I.TOP AND BOTTOM ROWS SHOULD BE 2'FROM EDGES FIRESTOPPIN6 "`Z•�.., 2.BOLT HOLES ARE TO BE THE SAME DIAMETER A5 THE BOLT AND SHOULD BE LOCATED 2" TWO ROWS 24"0.0.STAGGERED TWO ROWS b"O.G. LOCATION 5 LOCATION 6 FROM THE TOP AND BOTTOM OF THE MEMBER.EVERY BOLT MUST EXTEND THROUGH THE FULL `at THICKNESS OF THE MEMBER USE HASHERS UNDER HEAD AND NUT• O O INTERIOR STUD DETAIL O O OVERLAID ROOF S.5TA66ER EACH ROW OF FASTENERS BY 12•. p �� C, O G r� O m � i 2'SPACE 4.FOR A THREE-PIECE MEMBER,THE SPECIFIED NAILING 15 FROM EACH SIDE. II I TO BE FILLED \ _ ® NOWON>BU^•TIBLE FIRESTOPPING ATTACHMENT ® VALLEY II FIRESTOPPINS q \ APPROX.1 INCH THICK S.FOUR-PIECE MEMBERS SHOULD ONLY BE USED WHEN LOADS ARE APPLIED TO BOTH SIDE OF THE MEMBER. 6.VALUES FOR NAILING CONNECTIONS MAY BE DOUBLED FOR 6'O.G.OR TRIPLED FOR 4.O.G.NAIL 51FAGING. LOCATION l \ STD NAILING FOR TOP LOADED MULTIPLE-PIECE BEAMS: 5TRAPPING W/ T.2 ROWS OF 16d COMMON NAILS(12'O.G)FOR DEPTHS 12'OR Less FIRESTOPPIN6 LOCATION q '\ l �\ fl I 4 sd NAILS a EA.END a R.R. 6.B ROHS OF I6d COMMON NAILS(I2'OZ)FOR DEPTHS OF 14",16'4 16'. LOCATION 8 LOCATION 10 FULL WIDTH 2" BLOGKI - ZO GONSTRUGTI ON DETA I LS 4 WIND LOAD FATGONNGTI ON DATA I LS TOP PLAT: DRILL 2"0 INTO ROOF DECK FOR STRAPPING NSTL. NOT TO 50ALE INTERSECTION DETAILrr R:X15T.ORW 3 NEW R.R.SET w/ R.R.BELO UPPER TOP PLATE LAPS 4- IOd INUOUS LOWER TOE NAILS NOTED CONT.BLOCKING TOP PLATE SPIKED TO P.R.'s ALIGN NEW 4 EX. R.R.A5 5HOWN K I NO STUDS PLAN VIEW NOTE: 51MILAR o 'SHED' WOOD JO(ST -O WOOD JO ROOF,R.R. IN LINE CRIPPLE STUD _ fl BLOCKING -0 JO 1ST HANGER HEADER z GENERAL REG2U I REMENTS FOR GENERAL REQU I REMENTS FOR W INSTALLATION OF CLINCHED NAILS INSTALLATION OF TOE-NAILS OI RDER/HEADER o JACK STUDS 0 WOOD OI RDER WOOD JOIST �D MAIN MEMBER JOIST FRAMINO OVER WOOD OIRDER JOIST FRAMINO FLUSH WITH GIRDER/HEADER TYPICAL HEADER CONNECTION I. TOE-NAILS SHALL BE DRIVEN ® AN ANGLE OF PROJECT: IAM.x 5 APPROX. 30° w/THE MAIN MEMBER 4 STARTED APPROX. I. NAILS SHALL BE DRIVEN PERPENDICULAR TO )5 THE TABOVE NAIL FROM THE MEMBER END, \\ THE MEMBER,5TRAI&HT THROUGH AND BENT OVER B O RS E N DECK A MIN. OF (3) NAIL DIAM.'s AT A q0° ANGLE 2. THE MIN. PENETRATION OF THE NAIL IN TO THE MAIN SIX MES THE DIAM. O THE NAIL APPLICATION, SHALL BE AT LEAST RAFTE5. To AVOIR 5PLITTNC7,NO MORE THAN 2 TOE NAILS SHALL BE INSTALLED N TALILED N EAI SIDE OF RAFTER OR GEILIN6 J015T WALL STUD \ WALL STUD WHEN FASTENED TO A 2"x4" TOP PLATE OR 3 TOE NAILS BOTTOM PLAT BOTTOM PLAT IN EA. SIDE WHEN FASTENED TO A 2"x6" TOP PLATE. BATHTUB SUB FLOOR 305 BIRCH LANE DOUBLE JOIST �J / DOUBLE JOIST -�D CUTCHOGUE TOP PLATE � ' NY 11935 GHIM. CHASE SECURINO STD. SIDE WALL DRAWING TITLE: WALL STUD FRAMING GRAPHICS fl BEAM CONNECTION PATTERNS FIREBLOCKING DETAILS ((5 r o GHA5E WITHIN PLANE OF ROOF DOUBLE JOIST FOR UNDER A BATHTUB DOUBLE JOIST FOR NON-BEAR I NO WALLS ALTERNATIVE RAFTER TO WALL STUD CONNECTION w/STUDS TO ATTIC, FLOOR 4 BLK'6 TO R/L 51DES w/STRAPPING TO R/L SIDES) PAGE: N TOP PLATE ® W ND RES STANT GONSTRUGTION CONNECTORS ONNETORS O J� Q GHIM. CHASE WALL G-004mOO CONNE-TI ON LOCATION: PART NUMBER: NOTES: 3 wRIDOE-70-RAF7ERS 0520 © 21 APPLY TO EACH PAIR OF RAFTERS ® RAFTER-TO-NNLL H-1 APPLY TO EACH RAFTER z DATE: 10/28/21 4 0 F 6 RAFTER-TO-PLATE H8 or H23 APPLY TO EACH RAFTER T;mz REQ'D PLATE-TO-WALL STUD -520 (9) 1,511 APPLY TO EACH WALL STUD TO ALIGN w/5TRAPPING Q ® EA. LEVI_L ABOVE ® X 2ND. FLOOR WALL-TO-15T. FLOOR WALL LFTA or -520 @ 36" APP Y TO EACH WA STUD THE FIRST L. w L LL FLOOR/GL6. ® HEADER-TO-JACK STUD -520 @ I2" APPLY TO EACH JACK STUD CRIPPLE STUD-TO-HEADER H5 APPLY TO EACH -RIPPLE STUD SHEAR WALL HOLDDONN ANCHOR SSTB16 APPLY TO EACH SIDEWALL END t IST. FLOOR-UNDER-SILL PLATE -520 WRAP UNDER DOUBLE SILL PLATE SIDE VIEW fi LN BIW (USE WITH 3 SQUARE WASHERS) USE THE FOLLOWING OR APPROVED 51MP50N METAL CONNECTORS FOR PROPER WIND RE515TANT CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD GAPACITY. _ EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT WOOD FRAME (L.G. STL. W Z o EXISTING TO REMAIN WHEN APPLICABLE) � EXISTING 2 STORY Lu Vq FRAME RESIDENCE NEW WOOD FRAME (L.G. NEW FOUNDATION WALL �/ OT PART F J W r-I 5TL. WHEN APPLICABLE) (N o FILING) ,, Q w tr � NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL � Z WOOD FRAME (L.G. STL. E P05T FOR 4" WALL5 Z WHEN APPLICABLE) (MIN. (2) 2"x6" STRUCTURAL NEW 2-HR FIRE RATED POST FOR 6" WALLS), U.O.N. o m O WOOD FRAME (L.G. 5%. O O O O WHEN APPLICABLE) "' 0- 1 L-�- 0 Z a w J O _ J O 00 in in ZO (op V-1 ir ZN �—I I— Tl w w co -a" Lo I.A ° Ia'-sy2" rl O I w FOUNDATION FLAN NOTES 8 w 1= U U J PROPOSED FOUNDATION PLAN cr OFOUND I$ POSTS FOR V117). DE C.,<: 5CALE: 1/4" = P-O" a WD. P.T. POST I$ P. GONG. PIER UPON FOOTING AS PER DECK DETAIL (T`A'P.) TYFI GAL LEDC E=R E30ARD © EXT. DE C.,< O1. (1) 2"x P.T. E3ID. TO MATCH DEPTH OF JOISTS 2. SE:GURE:.G.D w/ (2) 5/8" 0 x 5" LONG H.D. CAL. LAC E30LT5 N ry EXISTING 2 STORY FRAME RESIDENCE ® 16" O (NOT PART OF FILING) 2 d 3. INSTALL H.D. C ALV. JOIST HANG ERS E3`r 'S I MPSON' (OR _ T _ _ E.QULI I z� 2"x10" P.T. LEDGER z ) 'i (SEE DETAIL) Y 4. PROVIDE FLASH I NO TUGKE:D UNDERNEATH S I D I NC I$ I Q Q = E3ENT OVER TOP EDGE OF LEDGER E3D. ° o" �'� a X o 5. SEE: NOTED DETAIL "' - CL 3� 3N �0.. x 5.25"x11.815" WOLMANIZED P5L UPSET BM. ®� - ' - - � O O 3N 3N FLOOR PIAN NOTES x l '" RA I L I Nc-, NOTE:: - — ®�- _ _ _ _ - -® - - (2) 2"x10" P.T. FLUSH HEADER (2) 2"x10" P.T. FLUSH HEADER 3 1 . 42" H!I C H C UARPRA I L $ SPINDLE SPAG I N(5 NOT TO LLol�l P SS CE: o 4" SPHERE; SIR T FLO°R z 56" H-1 C H HANDRAIL I$ SPINDLE SPAG I NC NOT 1a'-3y2 TO ALLOW PASSAGE OF A 4" 4) SPHERE 2°-0 0 2. RAIL MUST RESIST 200 LE35 APPLIED IN AN DOWNWARD OR OUTWARD D I REGT I ON W I TH I N 2" 0F= THE TOP EEDOrz, AT ANY POINT ALONG w THE: TOP RAIL. o PROPOSED FIRST FLOOR PLAN (STRUCTURE ABOVE) 3. C R I PP�4E3LE: RAIL AS PER GORE: PROJECT: 50ALE: 1/4" = 1'-0" BORSEN DECK ------ 305 BIRCH LANE EXISTING 2 STORY FRAME RESIDENCE CUTCHOGUE, NY 11935 777, OT PART OF FILIN DRAWING TITLE: PROPOSED FOUNDATION PLAN PROPOSED FIRST FLOOR PLAN NEW 5/4" DEGKIN6 PROPOSED SECOND FLOOR PLAN NEW DECK o PAGE: 240 S.F. ry NEW 5/4" A-101000 DEGKIN6 3 DATE: 10/28/21 5 OF 6 - - -I GFIRST FLOOR DECK BELOW PROFOSED SECOND FLOOR PLAN 5GALE: 1/4" = I'-O" LL Z � a QQ o Via) I-- LL, zo Z LLI Tq yrq LLI� � a LLI >:� 0 --► } �z tLIz o _ m L � = M I N. 4 BETWEEN EDGES OF 0 00 Q O X 1-1/2 SOUR RE BALUSTER it m (STYLE TO SELECT) z o . _ o Q w 20'- S I MASON JOIST PROP05ED RAILING HEIGHT Z 0 HANGERS ----------- ELEV. +14.5'ur _J 1 1� � O 5/4"X6" F.T. DECK m PROP05ED DECK HEIGHT Q Z rq .�------ ELEV. +I1.o' c J N 8014RD5 ----� u- w ca ti � Lo w F- Lu v EX15TINO DECK HEIGHT 1`'.T. D.J. ASS ,,------ELEV. +2.s' = J PER FLAN -----� v Q ' BA5ELINE S I Mfi SON BG x ELEV. +o.o' \\ 'OST GAF FIRST FLOOR DECK SOUTH ELEVATION (FRONT) "S I MFSON" ABA6l @ SCALE: 1/4" = I'-O" GOLUMN BASE �y C"x6" F.T. 1=OST ORADE O"O 'SONOTUBE' FILLED i t SOLID W/ F. GONG. (MIN. 4,000 FSI) II II � I � O m (2) #5 HOR. REBA F, I Z W (2) #5 BENT FEE3AF, I ° j 18"xl8"xl2" P. GONG. FAD FTC. (MIN. 4,000 1=51) a ° 14 1 a° m o PROJECT: � EXTERIOR MOOD DEGiG DETAIL 12'-011 BORSEN DECK A-201.00 SCALE: 1-1/2" = P-O" FROP05ED RAILING HEIGHT ELEV. +14.4' EXIST. EXTERIOR SHEATHING PROPOSED DECK HEIGHT in ELEV. 711711.0, N, - 305 BIRCH LANE " EXIST. SIDING MATERIAL ---- CUTCHOGUE, NY 11935 BUILDING PAPER $ HOUSE WRAP DRAWING TITLE: I TO FULLY OVERLAP FLASHING EXIST. STUD WALL i PROPOSED EXTERIOR ELEVATIONS GAP FOR - DETAIL SECTIONS DRAINAGE 5/4"x6" COMPOSITE r "Z" FLASHING DECKING (U.O.N. ON PLAN/ - FLASHING SECTION/DETAILS) EXISTING DECK_ HEIGHT _ ELEV. +2.5' iI DRIP EDGE -���---- PAGE: �j 117777-7�7777-7 A-201m00 A! /+I,BA5EL I NE • P.T. DECK JO 1ST ELEV. +0.0' COUNTER AS PER PLAN I .K5'-Sy2" 5'-IlY2" JFLASHING OISTS AS PER PLAN FASTENED w/ (2) EXI5TIN6 DECK DATE: 10/28/21 6 OF 6 5/8" (P x 5" LONG HEAVY DUTY GAL. LAO BOLTS © I6" O.G. INTO MUD SILL 4 METAL GALV. JOIST HANGER RIM BD.; WHEN @ FOUND. WALL FASTEN BY 'SIMPSON' (OR EQUAL) � W (2) 5/8 (P x 5 LONG APPROVED EA. JOIST MASONRY ANCHORS a 16" O.G. EA'5T ELEVATIONELEVATION (RI OHT SIDE) "Z" FLASHING SCALE: 1/4" = 1'-0" EXIST. STUD WALL v 2 L.EDOER GONNEGTION DETAIL. A-201.00 SCALE: I-I/2" = I'-O"