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HomeMy WebLinkAbout48308-Z �o'�oF sooTyolo Town of Southold * * P.O. Box 1179 53095 Main Rd Couir, Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 45979 Date: 02/14/2025 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 620 Ihar Ln Cutchogue, NY 11935 Sec/Block/Lot: 8 3.-4-14 Conforms substantially to the Application for Building Permit heretofore,filed in this office dated: 05/25/2022 Pursuant to which Building Permit No. 48308 and dated: 09/19/2022 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 a 2-car garage with an observatory & an unheated sunroom to an existing single-family dwelling as applied for. The certificate is issued to: Long GM 2017 Irry Trt , Long LM 2017 Irry Trt Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: ELECTRICAL CERTIFICATE: 48308 2/12/2025 PLUMBERS CERTIFICATION: A oriz d ign ure o�SUE�oc,r�o TOWN OF SOUTHOLD BUILDING DEPARTMENT y x TOWN CLERK'S OFFICE oy • 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#: 48308 Date: 9/19/2022 Permission is hereby granted to: Long GM 2017 Irry Trt PO BOX 1016 Cutchogue, NY 11936 To: Construct attached garage with observatory to an existing single family dwelling as applied for. 12= �2022AMEND-Permit: to include unheated sunroom addition as per plans provided. At premises located at: 620 Thar Ln., Cutchogue SCTM # 473889 .Sec/Block/Lot# 83.4-14 Pursuant to application dated 6/25/2022 and.approved by the Building Inspector. To expire on 3/2012024. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $668.80 CO-ADDITION TO DWELLING $50.00 �AIVIENDMEI�T�TO P�R�ii'�., �$4�8.00 Total: $766.80 Building Inspector SUFF TOWN OF SOUTHOLD BUILDING DEPARTMENT co 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#: 48308 Date: 9/19/2022 Permission is hereby granted to: Long GM 2017 Irry Trt PO BOX 1016 Cutchogue, NY 11935 To: Construct attached garage with observatory to an existing single family dwelling as applied for. At premises located at: 6201har Ln., Cutchogue SCTM #473889 Sec/Block/Lot# 83.4=14 Pursuant to application dated 6/26/2022 and approved by the Building Inspector. To expire on 3/2012024. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION '$668.80 CO-ADDITION TO DWELLING $50.00 Total: $718.80 Building Inspector OF SO(/��Ol � o Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 CA • Q Southold,NY 11971-0959 �yOOUNrI 0 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Long GM 2017 Irry Trt Address: 620 Thar Ln City: Cutchogue St: NY Zip: 11935 Building Permit#: 48308 Section: $3 Block: 4 Lot: 14 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: Double Pole Electric License No: 3913ME SITE DETAILS Office Use Only Indoor Basement I— Service Solar r Outdoor 1st Floor P-1 Pool r Spa Renovation F 2nd Floor P-1 Hot Tub r Generator (— Survey F 3rd Floor W Garage ri Battery Storage F INVENTORY Service 1 ph (— Heat Duplec Recpt 5 Track Lighting 60' Bath Exhaust Fan Service 3 ph r Hot Water GFCI Recpt 4 Surface Fixtures $ Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures CO Detectors Sub Panel 60A A/C Blower Range Recpt Ceiling Fan 1 Combo Smoke/CO Transfer Switch UC Lights Dryer Recpt Emergency Strobe Heat Detectors Disconnect Switches 9 4'LED 15 Exit Fixtures :J Other Equipment: Telescope Dome Motor(l)120, 60A Panel 12 Circuit/ 7 Used Notes: Attached Garage Inspector Signature: X Date: February 12, 2025 C- zz Sean Devlin ' Electrical Inspector sean.deviina—town.southold.ny.us 6201harGarage oFsouyO� # TOWN OF SOUTHOLD BUILDING DEPT. Co 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) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: - — o l�f 1�v dU✓ WAJAS �jv"-r� tt�-- b LA VT--" DATE INSPECTOR OE SOUIyo — h� l0 # # TOWN OF SOUTHOLD BUILDING DEPT. `ycourm�� 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] OUNDATION 2ND [ ] INSULATION/CAULKING [ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: P� ✓ � foy—v DATE 7,OYl INSPECTOR OF SOUTyO� ej ?1 # TOWN OF SOUTHOLD BUILDING "DEPT. ,ou N 631-765-1802 INSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] . FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL ] .FIREPLACE & CHIMNEY [ ] FIRE.SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION ' [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O - [ ] RENTAL REMARKS: L- LOL. AJ r6sS J/A&J�J\,,A,40, C4 C4 I 1A l l M 4ed � s 3,m" a ro a d KAf j('(f DATE INSPECTOR --— pF SOUTy� �� �V /�►��l '� TOWN OF SOUTHOLD BUILDING DEPT. F"cou�+� 631-765-1802 INSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] .FINAL [ } FIREPLACE & CHIMNEY [ ] FIRE-SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: A CrIO4 Y� , _/9— -61 SUA f_o/ L."m Wv\1_lA 0 n(J'iJif - rVa v, J coo �t o P© fe . sP 5&J-40) t" A_D rILE 2611CO-edft4e4� �'C PAYJAIJIn 4AI t e k fo rd ion sfor. r ��� �� 1 0d all04w, �-� Q, s DATE G INSPECTOR �/'P (AAo- sNVfk/`cu /'A,%4- 4 am2 si r avv9c S [ P . Ao rye OP SOUTy�Io TOWN OF SOUTHOLD BUILDING DEPT. cooKr+��'' 631-765-1802 q9%1INSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [. ] SULATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE &CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ]. FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: bAg� i� (0�1 Q4 Tk cfA+ L DATE INSPECTOR a ,, .., � .� y i -._. a .� � � .. •- � �. � - / 1 .. �_�.� r � ` „ K _. _ ter. o i � _ /! __ �. �.. '�" "'� , � � I � I � f � 4 � � k� •� r, i ' A to r �..,, E:, � � �Y .♦ � 1 � Y l � �y - I �� " .. ° e � ��"(� + � � � I .�, �,' ' 1 � 1 1 ,� ` ( �� I '..I `. .9 �. � I I� E •� _ a 4 ��� _ �. �r -.�� � � i{ i 111 � ,, �� ti � � b �. I I \* __ � � . ,I - II lI 1 .4 � � _ 1 .; .JI N I ., ; 1 � { +' - �! I '� � - - � � �. ,, � � �� .+A, "� ,,, .� , p� � � f y l N � 9i �'� +�1�+ �-loaf �� - �=� •� ■■ _ r - • i 1 LJ94 � � r rl Y LUBLE-POLE ELECTRIC 631 -361 -6440 MEMBER OF THE FOLLOWING ^ � St-HOLK COl"NT1• ELECTRICAL CONTRACTORS ASSOCIATION BETTER BUSINESS BUREAL! M - / How ADVISOR g ANGIr'S LIST LICENSED INSURED 3 C_ H 4 1�I 7 F 9 10 11 L -r+r 12 13 14 K'' W 15 16 17 18 19 20 t;* 22 U 21 23 24 25 26 27 28 s x 29 30 3 32 1 - ' 33 34 35 36 L 3 38 7 -/�P 3 39 40 —� o YOUR ELECTRICAL CONNECTION FOR PROMPT AND PROFESSIONAL SERVICE t •�!; A r C I �� `i q LO Pit i 1�;tr f �1���� '^ i filli�r s ra�f4 , off NIh u AL ~ ffA l 1p _ t .p • YCKW Here < - t-600-3e6-6661� 'v F: I I I 1Yl4 Y r l� / ,�'� � �'" ► to ;�}�f. �„�, s M, � q � � � .:� / _ t F .-` .. �, �' ` � J j � u 5 _ �- A� �� e+.� � � i � � I �� . _ � �� e n�� _ _ � � i ��� �- �. -- _- .�. r' �� �.,�.�.. ---:� ~"�— . - _ ,_ � - � .. q S ,r +:ryf _ -- - � _ ... .� _.i ,. -�---- � � � `� -„ L e . �r a _ w , i a` a - QOv$LE—P l Io�suaEo t 0�!' ypUR EIECtRICAE MWASED CONNECTION COMMERCWt1nEs�Dtii:� a. IJ fOR PROMi't r. � ;i OWIJE I7 OtY[+.11[ ANO 7 58-8337 tucridc PROfFSS 01Wl SERVICE `1 me r i t V� 0' �E2- • At- Al 13 28- a AG30 w. yt lam"' 42. L Bull ding IDOPOl f",,ma�yy yown of/iSOUthOld r r r r li Ybk" y' a /i r Aile PAIL MO j s ry y rG J y� LoNa u � L� �ovm�l5 6u a L.ck y �: \ All, «�y ^ \� \ e � < \®� � �, , r i / /Al / i% V a /%i'i v �y e / �,� r �� w ,y� i %�� � � % �i �� iiya i f, � '� ,,,,, �" %- i� ���,,,, r a �/ i � � �' /�. ��� �� %/,,, y,. %� G i �ii�, // �ir'/�/ j; �,, �% //� /. �i� /%/,/ i/% i �,/ ,� �, �`.: pits;, � %i� , j ,, ���j� f , N V �I } gon/i "% `� L / D��/' � 0/�` ® �/// �®""e�/�%'r/�/�'/y' / / /y/,g'.�/, iti,�y✓p,ap d gib /� ' i/ f / r r r %js/ O FIELD INSPECTION REPORT DATE COMM NTS V�hn d4 �' — " ( " FOUNDATION (1ST) rl ------------------------------------ F� FOUNDATION (2ND) c a'm z 3 cShiv6w ° o cq V" ROUGH FRAMING& m PLUMBING INSULATION PER N.Y. STATE ENERGY CODE i . !TV LT6;x4 FINAL C/ — ADDITIONAL COMMENTS arc eOD :21931.01 �c 10 3Z� z 4 -9�ec- k .1 5pholos r ' - MA o 1625 PAP k f'k Cse--r� jt w � o � 0 x x d b H o. F°tr o TOWN.OF SOUTHOLD—BUILDING DEPARTMENT Town Ha11,Arinex"54375 Main Road P. O. Box 1179 Southold,NY 1 I971-0959 f T.-1 phone(6.31)'765-1802 Fax(631) 765-9502 https-.//www.southoldtownny.gov Date Received 'APPLICAT16N-fOR BUILDINGPERMIT For Office Use Only 2 fnl n �n //f, p� \\\ I r 'I 1 H `PERMi7 NO. `Ta 3�O'• ` Building Inspector. MAY 2 5 2022 Applications and farms Must-be filled out in their entirety`Incomplete at{plrcatians wrla not be accepted Where the Applicant rs not the-ownery an ouItupv�utNT. TOWN OF SOUTH OLD ``- Q.inrner., Authorriatron form iPage 2)shall be completed+ OL Date: • OR'A.y_.ZS 2oZ2': ov�rro (�) Pr�oPeRTtir ` z Na.fne: Cs Ik �.°� r�cf .;La�1. .. SCTM#1000- 93-o 4 - 1 y P(oject Address' &2 0` . .t-kmo- .!_IA ��-r•C-46&LJ N y Pllorie#: f2'�.1. "�Z.:;.!�c�' Email: � �� r�N f}rl?Tl 5 i @grvlar ern MailingAddress:; �:0I.S. , x t.0 l 1. C v-LXT - o&jo t l - CONTACT PERSON Name: G. � Ceti Mailing Address: 0, '(3 a j� ' [o I c.P �� tt,R1 o J E N l l g 6.5. Phone#: 3i:Z�� -( N[e .. Email:CGi4�� IV�.LtlN #AA. �•Ga+1 DESIGN PROFESSIONAL,INFQRMATION Name Q ft�lt f# =1 .SN.►'sA NkC,l� ITEc �� 5 s✓c�v iC,ES 1 U Mailing Address: 2�t. •f2.c r�Nok AV t l�1 V gyp-►-t 6 A ts N I.l QO Phone# Email :. �;31 33- 3g03 AR--Mute.�dP-�N5N AP , CIowx.: • el 4 CONTRACTOR N'!=O!': T'A N; Name: �s �►` :t4"A...,.80 L 5 Cj O W S�'R L)C--n 0 Mai(ir'r''Address: g ."t:000'� i`��l'Vt.V� ►N �T . 12.t�1E(zl-t�r�[� !� itg o l � : Phone#:. .�3l-CoBf} •�j.�► I Email:v C3► 2- VIm(3o C�. Ail 00,LOnn . ;DESCRIPTIdN Os=xPROPOSEO CONSTRUCTION ` a- x ❑New Structure gAd'dition'. ❑Alteration.❑Repair El Demolition Estimated Cost of Project: ❑dtheY. $ �� 0 0 O Will•the(ot.be.re-graded? Dyes. No Will excess fill be removed from premises? ❑Yes3No. PROPERTY,INFORMATIONJr Existing use of property., R tCkE�a,A i_ Intended use of property: (LDS ( rJ CN'T1 F+if_ Zone'or.use district iri,uiihich premises is situated: Are there any covenants and restrictions with respect to Y his property? Dyes SNo IF YES, PROVIDE A COPY. Check I30X After Re dlfi$$ The owner/contractor/design professional responsible forall drainage and storm water issues arprovided,6' - Oapter,236 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 the Town of•Sduif old;suffolk;County;"New Yorkand other applicable laws;Ortlmances or Regulations,'•for the consfruction.of buildings, addit ons,alterations•orfor remoYal or deniolition:as herein•described;The applicant agrees to comoi with all,applicable laws,ordinances,lbuilding rode,' ousigg code atid"regulations-apd.2o admit authorized inspectors on premises and in buildings)for necessary inspections.False statements made herein are punishable as a ClassA misdemeanor pursuant to Section 2iO'AS oft e New York State Penal Law „ Application:Submitted•By'(prin name): &Ale-� f.. 1__n IsC ❑Authorized Agent l9owner, Signature'of Applicants .. Date: STATE,OF NEW YORK) COUNTY OF �. . being.duly sworn,deposes and says that(s)he is the applicant (Name of.indiv'dual signi ontract);aabbove`named, (S)he'is the=.. . .. •�•/��'� (Contractor,Agent,Corporate Officer,etc.) of said owner_or owners;and is duly authorized to perform or have performed the said work and to make and file this application~that all statements.contained in this application are true to the best of his/her knowledge and belief;and that the work will be.performed.,in the manner set forth in the application file therewith. Sworn before me.this �`®�ds1111ftt��e' � ���10. P6 e, O�.'dayaf � 20;Q e' Y P�°a. psi NIfy Pu is �.•? • — . �p1P00litAdi — PROPERTY® f�E1i AUTHORIZATION (Where the applicant is not the owner) of I, residing at do.hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print:Owner's'Narii.e.`.:' 2 o suFFoc,��o TOWN OF SOUTHOLD—BUILDING DEPARTMENT �yz Town Hall Annex 54375 Main Road P. O.Box 1179 Southold,NY 11971-0959 oyo ao` Telephone(631)765-1802 Fax(631)765-9502 hgps://www.southoldtomm.gov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only PERMIT NO Building Inspector z � S E P 2 01022 -A , Appticatians and forms must be fltled out in their entirety=incarnplete 6L)ILDINU us=p 1. ° applications will not be aceeped�Where theApplicant is not the owner,an IYVN dFOUTHOL#� xOwner's Authorization form(Page 2)shall be completed: � �, Date: OWNEI3(Sj OF PROPERTYaF Name: SUM#1000- Project Address: Phone#: Q �m7a :t � __ Mailing Address: CONTACT`PERSON Name: Mailing Address: Phone.# 4P� ._7�i 7._ .�_ Email: �-u LS a M � ,_�'_v_•�►�_�_ DESIGN�PROFESSiONAL'INFORMATION z -� �_ r � � � ��' _ Y} Name: Mailing Address: Phone# ( 1�g a Email: o CONTRACTOR INFORMATION. ¢.v ry F _ Name: t �� Mailing Address: N x' � L Phone#: �5 Email Jr�S ki Gsn ., (.a ► DESCRIPTION OF PROPOSED CONSTRUCTION k ❑New Structure ErAddition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ oex> Will'the lot be re-graded? ❑Yes ❑No Will excess fill be removed from premises? ❑Yes ❑No 1 Existing use of property: Intended use of property: Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? ❑Yes 2No IF YES,PROVIDE A COPY. �Check;Box After Reading The owne[contractor/deslgn.'professionai is responsible forr all drainage and storm water lssuesas provided by] �� d Chapter 296 of the Town Cade APPLICATION IS HEREBY MADE to the 8ullding 0®partment for thelssuance of a Building Permit,pursuant to the Bullding Zone Ordinance of he Town of Southold,Suffolk,County,New York and other applicable Laws,Ordloances or Regulations,fas the construction of buildings, additions;alterations or for removal or demolition as herein desc�lbed The applicant agrees to comply withal)applicable laws,gMlnances,building code, housMg codeand regulations and to admit authortzad Inspectors on premises and(n bullding(sy for necessary inspections False statemerns made fterein are punishable as a Class`A misdemeano f pursuant to Section 210 45 of the New YorkState Penal Law`£ ��_ - - Application Submitted By(pri t name): OAuthorized Agent =t-owner Signature of Applicant: Date: STATE OF NEW YORK) SS. COUNTY OF S (5_e-r,4 Lcg being duly sworn,deposes and says that(s)he is the applicant (Name of indiv' ual sig in ontract)above named, (S)he is the ��►�VI,Pi►� (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this a � I day of U l 20 Not ubl JONAI HAN D. FOGARTY PROPERTY OWNER AUTHORIZATION Notary Public State of New York NO.01 F06241421 (Where the applicant is not the owner) Quatifed in,Suffolk County n M93 MY Conr4eo , to yU o, residing at ZO ?2 lfi4 C1U-tT d Jf, do hereby authorize to apply on my be f to the Town of Southold Building Department for approval as described herein. /_�" _11� 1� / T_U wne s WO ure Date Print Owner's Na 2 oQ'uF°ix�o TOWN OF SOUTHOLD-BUILDING DEPARTMENT Town Hall,Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 y • o� , Telephone (6.31)'765-1802 Fax(631) 765-9502 https•//www.southoldtownny.gov Date Received FOR BUILDING PERMIT For Office Use Only / �y `PERMIT N0. `'�"�-3 00 Building Inspector: Applications and forms must be filled out in their entirety.Incomplete -w' dl}plications will not tie,accepted; Where'the Applicant is not the owner,an s•�u=� 1: Qwner's Au#horiiation.form,(P "'2)shall be completed. 4r�0�1N OF S�?U7i iC35`� Date: • 'A`f.Z5 2-oL2. OWNER{S)6F PROPERTY: Name: G (k9- ;lL`6,UcS.. SCTM#1000- S�3— 4 - 11-4 Project Address' (a:Z0. i-tA;k •LA Cv- C:ktt)C,�E Phone#: It. . '7 .�$ Ga�� Email: � ,i dsc:a�c�f���e 5 i C �j c6a C-C MailingAddress:.:�1 �,•yC .I 0.1 t� Gam" �C,uL /04 11 1 CONTACT PERSON: Name:" ame: &v�• ,. Lin xk., Marling Address:. :P r, .� . gv t la (tea "T� @2cc _Phone#: fy' Email: , 31..1:�1� H �'t$,�' CsiA�. d�I`���A�e tS e�'�ivt Iloa�=e:�-� DESIGN P•ROFESSIONAI,INFORMATION: Name: d : t Siv:14 (�' c a_ Ec-v i,C-F—s Mailing Address: i. .. CiU'k E A v 121 v f_-se-a-t 6 A 6 NY I I WU 0 Phone#: 3�-'3qC� . . : Email: F35N CIO VA . :. CONTRACTOR•.1NFORMATION:. —� hG Narrte:•. ;Kj s'� ;I�` L S C,C�S-b'(�-•� �= ,_. Maifirrg Ad.dress:..I060 CZ). R ® 1 Phone#: �3 -� � 4 Email: �ZQ� Aik0 >s Gu,ve DESCRIPTION OF'PROPOSED ONSTRUCTION ❑New Structure RrAd'dition . ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other. : $ 'dS' 0 C' C) Will-the'lot:be re-graded?- DYes.5�No Will excess fill be removed from premises? ❑Yes -•No PROPERTY INFORMATION Existing use of property.; o Z Intended use of property: R-[5 i 6CA.STA P — Y , zone or.use district in,Which premises is situated: Are there any covenants and restrictions with respect to this property? -]Yes 12No IF YES, PROVIDE A COPY. ao El•Chedv BOx After Readitlg: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the,issuance of a Building Permit pursuant to the Building Zone Ordinarice of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additlbns,alterations•or for removal'or.demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, .housirig Bode 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. R Application Submitte'd•By`(prin name): &ALA Vv° . t 1NIs ❑Authorized Agent 4?Owner, Signature•ofApplicant� �� Date: STA,TE.OF NEW YORK) COUNTY OF v )• 'L.p being.duly sworn, deposes and says that(s)he is the applicant (Narrie of.incli dual sig' ontract)above named, (S)he,is the' (Contractor,Agent, Corporate Officer,etc.) of said owner or owners; and is duly authorized to perform or have performed the said work and to make and file this application;that all statements.contained.in this application are true to the best of his/her knowledge and belief; and that the Work will be-performed in the manner set forth in the application file therewith. Sworn before me this ` j ��0g®O�DAQgge®A i & �®r7` '[lay©f 20'/ �l I a® ®® Y p� % N y Pu is ��$ PROPERTY OWNER AUTHORIZATION - (Where the applicant is not the owner) ���� OP N °�°"��O I, residing at do.hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. _ Owner's Signature Date Print.Owner's'Nan)-e 2 fat BUILDING BUILDING DEPARTMENT-Electrical Inspector 9 , �O Gti TOWN OF SOUTHOLD �� o Town Hall Annex-54375 Main Road- PO Box 1179 o • Southold, New York 11971-0959.. <; g f�y Telephone (631) 765-1802 - FAX (631) 765=950� jamesh(c�southoldtownny.aov seand(cD-southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: December 26, 2023 Company Name: Double-Pole Electric, Inc Electrician's Name: Steve Negri License No.: 3913-ME Elec. email:dblepole@aol.com Elec. Phone No: (631) 361-6440 01 request an email copy of Certificate of Compliance Elec. Address.: P.O. Box 130 Nesconset NY 11767 JOB SITE INFORMATION (All Information Required) Name: MGM Long Address: 620 Ihar Lane Cross Street: Phone No:: - .. BI g.,Permit•#:A8308 email: Tax Map-District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, -INCLUDE SQUARE'FOOTAGE (Please Print Clearly): Garage Wiring }" - Square Footage: Circle All That Apply: Is job ready for inspection?: ❑ YES❑✓ NO . ❑Rough In ❑ Final Do you need a Temp Certificate?: ❑ YES FV_]NO Issued On Temp Information: (All information required) Service Size❑1 Ph❑3 Ph Size: A #Meters Old Meter# ❑New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underground❑Overhead # Und'erg'round Laterals 1- . 2 El H frame Pole Work done on Service? :-- Y N - Additional: In will call for rough.inspectior;: __. .PAYMENT--DUE WITH APPLICATION V tir V W/( BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD 4 C Z 9 ca i Town Hall Annex- 54375 Main Road - PO Box 1179 ca . Southold, New York 11971-0959. " j�4 � '� p� Telephone (631) 765-1802 - FAX (691) 765=950 jamesh(cD-southoldtownny.gov - seandRsoutholdtownn .gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: December 26, 2023 Company Name: Double-Pole Electric, Inc Electrician's Name: Steve Negri License No.: 39137-ME Elec. email:dblepole@aol.com Elec. Phone No: (631) 361-6440 , 01 request an email copy of Certificate of Compliance Elec. Address.: P.O. Box 130 Nesconset NY 11767 JOB SITE INFORMATION (All Information Required) d Name: M/M Long Address: 620 Thar Lane Cross Street: '. Phone No.,: Bldg.Permit#: 48308 email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Garage--Wiring Square Footage: Circle All That Apply: Is job ready for inspection?: ElYES Z NO ❑Rough In P ❑ Final Do you need a Temp Certificate?: ❑ YES FV-] NO issued On Temp Information: (All information required) Service Size❑1 Ph❑3 Ph Size: A # Meters a Old Meter# ❑New service[-]Fire Reconnect[]Flood Reconnect❑Service Reconnect❑Underground❑Overhead # Underground Laterals 1 2 H Frame D Pole Work done on Service? F1 Y FIN Additional Information: I will call for rough inspection PAYMENT DUE WITH APPLICATION `WPA k-1 C-�, �,a` �:1 ERMIT P Address: Notches utlets FI's irface onces -i's Lts L f — ns Fridge HW haust Oven W/D cokes DW Mini rbon Micro Generator mbo Cooktop Transfer AH Hood Service A&V Have Usec kcal: �Y� 2.L� r nrnents LCIA C = A P 4. raw 1 DOU15LE-FOLF- ELECTKIC P.O. BOX 130 NESCONSET N.Y. 11767 OFFICE(631)361-6440 FAX(631)361-6442 APRIL 10, 2024 TOWN OF SOUTHOLD TOWN HALL ANNEX 54375 MAIN ROAD P.O. BOX 1179 SOUTHOLD NY 11971-0959 OFFICE# (631) 765-1802 RE: PERMIT#48308 LONG RESIDENCE 620 IHAR LANE SOUTHOLD NY 11931 INVENTORY 3 SWITCHES 4 PICO SWITCHES 6 GFI/ PROTECTED OUTLETS 2 15A 110 CIRCUITS 4 20A 110V CIRCUITS 1 ' 60 AMP SUB PANEL r-- `i !`� APR 1 0 2024 70 �i.E�LL\T�!;��•`�;�„7,i Y YOUR ELECTRICAL CONNECTION FOR PROMPT AND PROFESSIONAL SERVICE A6 Rl• CERTIFICATE OF LIABILITY INSURANCE DATE(MMMD/YYYY) `� 07/05/2022 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED, the policy(les) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder In lieu of such endorsement(s). PRODUCER CONTACT Nicholas ZulkofSke Brookhaven Agency,Inc. PHONE 631 941.4113 E . FaxNtis 631 941-4405 100 Oakland Ave,Ste 1 MAILAnngEsse Certificates Brookhavena enc .com Port Jefferson,NY 11777 INSURERISI AFFORDING COVERAGE NAI INSURER A: Utica First Insurance Co. INSURED BJR Corporation dba Sunscape Patio Rooms INSURERC: 888 Lincoln Avenue INSURER D: Bohemia NY 11716 INSURER E: INSURER F COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE DL UB POLICY EFF POLICY EXP POLICYILTR LIMITS X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $1 00O 000 A CLAIMS-MADE F OCCUR DAMAGE TO RENTED 50 BBB X X ART129730216 02115/2022 02/15/2023 MED EXP(Any one n 5 000 PERSONAL&ADV INJURY $1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $2,000,000 POLICY F JECT LOC PRODUCTS-COMP/OP AGG $2,000,000 $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS AUTOS NON-OWNED PROPERTY DAMAGE $ HIRED AUTOS AUTOS $ UMBRELLALIAB OCCUR EACH OCCURRENCE EXCESS LIAB CLAIMS-MADE AGGREGATE DED I I RETENTION$ $ WORKERS COMPENSATION PER OTH- AND EMPLOYERS'LIABILITY Y I N ANY PROPRIETOR/PARTNERIEXECUTIVE r N!A E.L.EACH ACCIDENT OFFICER/MEMBER EXCLUDED? (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE If es,Rdascbe under SOISIS below E.L.DISEASE-POLICY LIMIT DESCRIPTION OF OPERATIONS I LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,maybe attached 1f more apace is required) CERTIFICATE HOLDER CANCELLATION Town of Southold SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Building Dept ACCORDANCE WITH THE POLICY PROVISIONS. 54375 Main Rd Southold,NY 11971 AUTHORIZED REPRESENTATIVE <> ©1988.2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD NYSI F New York State Insurance Fund PO Box 66699,Albany,NY 12206 nysif.com CERTIFICATE OF WORKERS' COMPENSATION INSURANCE a o A A A A A A 810600075 BJR CORPORATION T/A SUNSCAPE PATIO ROOMS 218 CEDAR AVE ' PATCHOGUE NY 11772 SCAN TO VALIDATE AND SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER BJR CORPORATION T/A TOWN OF SOUTHOLD SUNSCAPE PATIO ROOMS BUILDING DEPARTMENT 888 LINCOLN AVENUE 54375 MAIN ROAD BOHEMIA NY 11716 SOUTHOLD NY 11971 POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE 11350 592-0 63148 04/01/2022 TO 04/01/2023 7/5/2022 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 1350 592-0, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW, AND, WITH RESPECT TO OPERATIONS OUTSIDE OF NEW YORK, TO THE POLICYHOLDER'S REGULAR NEW YORK STATE EMPLOYEES ONLY. IF YOU WISH TO RECEIVE NOTIFICATIONS REGARDING SAID POLICY,INCLUDING ANY NOTIFICATION OF CANCELLATIONS, OR TO VALIDATE THIS CERTIFICATE,VISIT OUR WESSITE AT HTTPS://WWW.NYSIF.COM/CERT/CERTVAL.ASP.THE NEW YORK STATE INSURANCE FUND IS NOT LIABLE IN THE EVENT OF FAILURE TO GIVE SUCH NOTIFICATIONS. THIS POLICY DOES NOT COVER CLAIMS OR SUITS THAT ARISE FROM BODILY INJURY SUFFERED BY THE OFFICERS OF THE INSURED CORPORATION. PRESIDENT BRUCE ROSENBERG SECRETARY STACEY ROSENBERG OF BJR CORPORATION T/A SUNSCAPE PATIO ROOMS THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY. NEW YORK STAT SUDANCEFUND DIRECTOR,INSURANCE FUND UNDERWRITING VALIDATION NUMBER: 1066206913 U-26.3 RAMN' SNAP ISIF ARCHITECTURAL SERVICES. 'September 15,2022 Town of Southold Building Department. Town Hall Annex Building 54375.Route 25 P.O. Box-1179' Southold,NY 11971 Re: Building Permit Application 620 Mar Lane, Southold,NY 11971 ,Ms.' Dwyer, Please find the attached four.(4.):stamped.and signed:copies-of building:permit drawings as required.to.obtain a building'permit: Should you require any further information to process this.application,please feel free to contact me. Very.truly.yours" Art ur Rast Cc Owner. .. [� !U; I� SEP. 15 2022 . : . . . BUILDING Utt,I. : . . .. . .. . . .� THOLD . . . . . OWN O.F SOU . . . . . . . . . . . . 215 ROANOKE AVENUE'S RIVERHEAD,�N;Y.. 11901-'M (631) 655-3903:�. ARTHUR@PRAFTN.$NAP.COM w..,r..^�71..!%,-­��,I,'1I�.�,�,---,.;.L,�L�,�""t,�II''..�.,�-,_,,­,i1�,i�-:..� � ;I '.-*,, ;,)'% ,-- ��--'.- 4'. i.'.; .�,�I' = ,-�,1i 1­-W , — J,.._,-. r,I� J I,� ..:' i ��1_e, .''T: -' ' ,, , \ , ..�f,I�-_ ' ,IIw- ,, I,,.. 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MA;- 1W: z SHOWN HEREON FROM THE `- ."&Atf kuf ba Y 7o i pEAWN k;�', 5TAUCT(REV10- *4i ,PROPERTY ' FOR WHOM'ME'-SURW Y 15 PRV OR\"EYEoFCR , ?48:* F6R1,A SPECWIC� POR �, ,PARED 'AND�0(A-HIS BN ',Mo 1 , 'O'N". USE,-AND JHEkBk !THE Tm GOMPANY,; Ga�& TL&T Ad'` i,�. " ) 'I kf!PQ6 TO GW*THE TAL-AG NCY :APM LENDING ft11-- + I1I I � i I, ( ;R5&9*,0F Ffkdft, RETAINING "tTLISTED, HEREON; AND-46 M'AO QF V006wji , jZUS,' iO&i�-PATIW,.PLAW4� 'ASSIGNEES OF`THE LeN61N6 " j,­� " AREM,4W1fi& TO- B tDINGS INg lTUTION. GUARANTVEV,ARF! '� � _­ r I RANI o4 - NM'-fiANSVERAME MW ADDITIONAL T-� �%, " j; o ; I � i, tSITUATED II ONS OR WBUQUENT i �AT:i.CU'�Tr H2O�0U ; �$ 1 - V," !1-;j",'~m1ZRD AL-*OATION" t*" - bW*R$ . 3 t 4") � ADOMON TO THIS WRVEY-1S K1" 8 4 p - I 4*LAMN 4­ SP� i� 4 II'% ,,()ootjS OF liir�.s jiky,,ipA�;t4oi, j*�A"bF — O�t)- � 6"L�6 �'b��oLk ,CQUNT-Yj' �'Y. wm vm-mm" ,�` UAOING. M� tAtb­s09vvyoR,s , � M ',,, oi �, f -+"I Aw " k%60*',�bi�lMi6iiib SEAL §CkV! M A 4 ' XL t-b i TE"7 - 2 � j,49I7j _r � oftAu NOT.BE COWDWm a i s I , - , _� IQ , 1 , � , ,C ,, I,rY �`; ' f ; k VA1 T F ;� j, _ � ,� k11t L,EDMAP 4O 0k 239 DATE, 15 A,j _ ,,klj , GVA.RANTEF bNL*,4bz ItQF 1% t " ', l � (,I I", Y � fia : � ".,� T At "_ t, _! N I � tWAPNQ 16Q64jd ­11`'14 ", `(REF l y Mpk17I604,%,tW�4 k',LONG 5 ' o� � T �I Mdk1N6QD,tA�INI�6A t' - ,464 -+ " kAAbLb 4 1 ,JA!"o-d,, r CbAkbkMA THANI 1 CY6 " ' m 1 Xk , i,.h .' . i, '4 * L 0 rLAND- , su 1 %y k -) ,,.,1 ,l iI= , _ )� " .-1 ' ,1�1_ ? _1 ,q .I,", f"g�'. �, 1 t " 1 f,P­ , . .­ .; I� , t ;`l; w ; -A I ) ' i J ; I ' :" 8 56 WAD1W6,1FVIW- MW N-PR A-D� ­W.4D1NG,-RIVER,,, ?� NEW I66K,, 1119; - . _41",. -, ,L u , , a - IJNo,,'6489 ­.t 1� ' t 51:6'.p�0,01Ap,� ��CHQ 14N,V. 1CI,No,� 2111,�It ,f i �,"�I,, alp, AvT LONG RESIDENCE 620 LIAR L ANE �� CUTCHOUGUE, NY 11935 DRAFT'N'SNAP CC 2. ARG ITWTLWAL 9ERVIGE9 0 ®1_J E D ``P 215 ROANOKE AVENUE lJ RIVERHEAD,NY 11401 U �p-0� (651)655-3903 2-CAR GARAGE ADDITION �o FUGL SEAL: PROJECT INI=ORMATION GENERAL NOTEa SUFFOLK COUNTY TAX MAP No: 1000-b3-04-14 I. ALL WORK SHALL COMPLY WITH THE RESIDENTIAL BUILDING CODE OF NEH YORK, 4 !=• i -- 2020 EDITION.CONTRACTOR SHALL COORDINATE ANY AND ALL INSPECTIONS AS I* GROUNDWATER MANAGEMENT ZONE: IV REQUIRED TO OBTAIN CERTIFICATE OF OCCUPANCY ON BEHALF OF THE OWNER. t w fs fp 2. ALL WORK SHALL COMPLY WITH THE NEW YORK STATE ENERGY CONSERVATION SITE ACREAGE: 1.00 ACRES CODE.SEE NOTE 5. 3. ALL ELECTRIC WORK SHALL COMPLY WITH THE NATIONAL ELECTRIC CODE. - `"^�•""'• OCCUPANCY(PER IBC 2020) ELECTRICIAN SHALL OBTAIN FIRE UNDERWRITERS CERTIFICATE FOR ALL R-2,SINGLE FAMILY RESIDENCE ELECTRIC WORK AND SHALL SUBMIT TO OWNER.PROVIDE ALL OUTLETS AND JUNCTION BOXES REQUIRED FOR ALL APPLIANCES,PUMPS,EQUIPMENT,ETC. CLIMATIC 8 GEOGRAPHIC DESIGN CRITERIA(RIBC 2020,R300 CONTRACTOR SHALL REVIEW SERVICE REQUIREMENTS,ALL LIGHTING,OUTLETS, p9 �6o T( DATE: FIXTURES,PHONE JACKS,T.V.GABLE JACKS,ETG.WITH OWNER AS REQUIRED FOR �o 05-M-2022 ISSUED FOR WIND DESIGN FACTOR: 130 MPH THE FULL INSTALLATION AND SATISFACTION OF OHNERS REQUIREMENTS AND �'�' 9 BIDDING AND PERMITS GROUND 5NOH LOAD: 30 P5F CODE COMPLIANCE AND SHALL PROVIDE SAME.ARCHITECT 15 NOT RESPONSIBLE SEISMIC DE516N CATEGORY: B FOR ELECTRICAL DESIGNS FOR THIS PROJECT IN ANY CAPACITY. 0-7-22-2022 REVISED 4. ALL PLUMBING WORK SHALL COMPLY WITH THE NATIONAL PLUMBING CODE AND PER TORN COMMENTS DESIGN LOAD CRITERIA(AS APPLIES) ALL LOCAL CODES.CONTRACTOR SHALL REVIEH WITH THE OWNER THE REQUIREMENTS FOR PLUMBING INSTALLATIONS,INGLUDIN6 BUT NOT LIMITED TO AREAS OTHER THAN SLEEPING AREAS: 40 P5F FIXTURES,TRIM,ACCESSORIES,ETC.AND REQUIREMENTS FOR HATER SERVICE STAIRS: 40 PSF(UNIFORM),300 LEIS(CONCENTRATED) AND DOMESTIC HOT HATER.ARCHITECT 15 NOT RESPONSIBLE FOR ANY PLUMBING SYSTEMS IN ANY CAPACITY. LOCATION MAP SUBJECT TO DAMAGE 5. ALL HVAG WORK SHALL COMPLY WITH ARTICLE 10 OF THE N.Y.5.UNIFORM FIRE xALE.1,-400, PREVENTION AND BUILDING AND ENERGY CODE.CONTRACTOR SHALL REVIEH ALL WEATHERING: SEVERE MECHANICAL 5Y5TEM5 WITH THE OWNER FOR THE TYPE OF SYSTEM BEING TERMITE DAMAGE: MODERATE TO HEAVY PROVIDED(I.E.OIL,GAS OR ELECTRIC,HOT HATER OR AIR,ETC)INGLUDIN6 AIR FR05T LINE DEPTH: 56" CONDITIONING REQUIREMENTS.ARCHITECT 15 NOT RESPONSIBLE FOR ANY HEATING OR AIR CONDITIONIN6 SYSTEMS IN ANY CAPACITY. 6. OWNER SHALL OBTAIN ANY AND ALL REQUIRED PERMITS PRIOR TO ALLOWING CONTRACTORS TO PROCEED WITH ANY AND ALL WORK. -1. ALL WORK SHALL BE PERFORMED BY LICENSED CONTRACTORS WHOM ARE ZONING DATA - AGRIGULTURAL CONSERVATION (AG) EXPERIENCED HITH THE TYPE OF WORK BEING PERFORMED.ALL CONTRACTORS N SHALL MAINTAIN LIABILITY INSURANCE AND HORKERS COMPENSATION INSURANCE 0,1y" Ste. ITEM REQUIRED PROVIDED IN CONNECTION HITH ALL WORK BEING PERFORMED ON THE PROJECT. - - 8. ALL MATERIALS,SYSTEMS,EQUIPMENT,FIXTURES,ETC.SHALL BE INSTALLED`IN 55q- oD•e MIN.LOT AREA bOp00 SF 46,550 SF-(1.12 AG) STRICT COMPLIANCE WITH MANUFACTURERS WRITTEN SPECIFICATIONS AND F MIN.LOT WIDTH 1-15 FT. I6651 FT.• INSTALLATION INSTRUCTIONS INGLUDIN6 ALL CLEARANCES FOR SERVICE,ETC. 9. ALL CONTRACTORS SHALL WARRANT THEIR HORK IN WRITING TO THE OWNER FOR 20%OF 4b,550 5F 5.24%=2,562 SF A MINIMUM OF ONE YEAR. �ti MAX.LOT C,OVERA6E OR 9,,nO 5F 10. THE ARCHITECT SHALL NOT HAVE CONTROL OR GHARGE OF AND SHALL NOT BE yP .o RESPONSIBLE FOR CONSTRUCTION MEANS,METHODS,TECHNIQUES,SEQUENGES OR '1'qp-., MAX.BUILDING HT. 35 FT. 34 FT. PROCEDURES,OR OMISSIONS OF THE CONTRACTOR,SUBCONTRACTORS OR ANY l`" .-- PERSON PERFORMING ANY OF THE WORK,OR FOR THE FAILURE OF ANY OF THEM 0-1 MIN.FRONT YARD E HITH THE INTENT OF THE CONTRACTN 60 F 60 FT. T. TO CARRY OUT THE WORK IN ACCORDANCE(IHAR LANE) DOCUMENTS,IN THAT SAID RESPONSIBILITY 15 THE SOLE RESPONSIBILITY OF THE MIN.SIDE YARD 20 FT. 2T.3 FT. CONTRACTOR. �za o o II. ALL EXTERIOR DOORS,ROOFING SHINGLES,TRIM,SIDING,ETC.SHALL BE MIN.COMBINED 51DE YO. 45 FT. 81.0 FT. REVIEWED AND APPROVED BY THE OWNER. ypP F p a IaAT MIN.REAR YARD l5 FT. 168.5 FT. Q. ALL INTERIOR FINISHES INGLUDIN6 BUT NOT LIMITED TO HALLS,FLOORING,TILE, z" +� 6�. ' y a \ o ETC.SHALL BE REVIEWED WITH AND APPROVED BY THE OWNER. 4'• '� ae .�o� \ Y 'NOTE: EXISTING DWELLING IS A PRE-EXISTING,NON-CONFORMING USE. a 1.h op 13. ALL MISCELLANEOUS INTERIOR ITEMS INGLUDIN6 BUT NOT LIMITED TO DOORS, TRIM,FIREPLACES,CLOSET SHELVING,KITCHEN CABINETS,HARDWARE,FIN15HE5, ETC.SHALL BE REVIEWED AND APPROVED BY THE OWNER. R-25.00' =5a 2T \ q \ Z Z= u O to \ uji LIST OP DRANIN65 dG �? \i\ 'p p p Q z G TITLE SHEET S SITE INFORMATION Ao s z°Q \ - - --�_____________ \` W Q m .0 \ os®L2o0 sF �� 2 < 2-STORY.2=&ARA6E _ O O ADDITION A-1 FOUNDATION PLAN °a T3 \ j Z O= IL A-2 FIRST FLOOR PLAN A-3 SEGOND FLOOR AND FRAMING PLANui A-4 ROOF PLAN yo v, A-5 ELEVATIONS & SEGTIONS 6 ?r PR0JEGT#:2027 OS e DRAM BY:ARR SITE PLAN DRAWING#: SCALE,1"-50' • I. THIS SITE PLAN HAS PREPARED USING AS A BASE THE SURVEY DATED 04-22-99 BY yy HAROLD F.TRANGHON JR.P.G. 2. NO PRIVATE HELLS WITHIN 150'OF THE PROPERTY SHEET I OF 6 GENERAL NOTES SITE NOTES - Concrete FFFYAHNCEP TECTURAL 1.No Work shall start until approved Construction Documents are obtained from the Building Department. 1.The Contractor shall visit the site to verify existing conditions.The Contractor shall inspect the site and make TIONS PLLall appropriate inquires to determine conditions and field construction criteria prior to submission of bids, 9.Per R402.2,all concrete to be air-entrained with minimum compressive strength of 3000 psi at 28 days. All t Main Streetconcrete to be air-entrained with minimum compressive strength of 3500 psi at 28 days for porches,steps wn,NY 11787 2.Prior to any Work being performed,the Contractor shall be responsible to read over all notes,drawings,and and shall make no additional claims regarding site conditions thereafter.The Contractors and Owners P:(631) 780-6124 specifications(if applicable).If the Contractor sees any discrepancies,he shall notify the Architect for agreement to enter into the work shall suffice as their acceptance to the terms specified herein,and shall be exposed to the weather,garage floor slabs and carport slabs. Minimum footing width per R403.1. info@Kahnce ptions.com clarifications. incorporated into any and all agreements between the Owner and the Contractor. www.Kahnceptions.com 10.Concrete shall be placed in a continuous pour,unless otherwise approved by an Engineer in writing.In no 3.The Contractor shall fiiie all necessary permits and appropriate applications prior to the start of any Work, 2.Any existing concealed conditions are based upon information taken from limited field investigations.The case shall adjacent concrete be placed more than 30 minutes apart to prevent a cold joint.If there is an and obtain the Certificate of Occupancy at the completion of the project for the Owner.The Contractor shall Contractor shall make required adjustments to system components as required by actual field conditions at no unplanned delay,vibrate the fresh concrete and contact the Engineer promptly for instructions on how to pay for permits,certificate of occupancy,and any necessary field tests as required to meet design criteria of all additional cost to Owner or Architect.Report any discrepancies between the drawings and actual field proceed' materials,unless otherwise agreed upon by the Owner. conditions to the Architect before construction begins. 11.All mixing,transportation,placing,and curing of concrete shall comply with ACI-318,current edition.Do 4.All Work completed shall be in accordance with the following codes: 3.The Owner shall be responsible for any irregularities discovered during the construction phase of the project, not place concrete less than two days prior to a freeze unless protective measures are taken.Concrete shall be which may wire additional measures to be taken on the art of the Contractor,sub-Contractors,or the placed when temperatures are at a minimum of forty degrees Fahrenheit(407)and rising,unless protective , 2020 Residential Code of New York State Y �l p 2018 Wood Frame Construction Manual(WFCM 2018) Architect.Any and all costs related to the additional work shall be the sole responsibility of the Owner,unless measures are taken as specified by the concrete supplier. NFPA Standard 70,The National Electrical Code otherwise agreed upon. SEP 2 Q 909 12.In no case will the placement of concrete having a temperature in excess of ninety degrees Fahrenheit(90°F) 12'-0^ be 5.In addition to the above codes,all work shall be code compliant to the latest editions of the NYS uniform fire 4.All items that obstruct the new construction such as utilities,existing structures,etc.shall be removed and/or permitted. I'-0^ 0'-0^ prevention,all applicable building codes,the zoning codes of the local Town and all other federal,state and local replaced with approval from the Owner. 13.In areas subject to freezing conditions,concrete shall be designed accordingly using air entrainment or other agency regulations having jurisdiction over this project.If there are any discrepancies between agency appropriate methods _ requirements,the Contractor shall follow the strictest requirements. 5.The Contractor shall verify the location of all existing utilities,piping and related items prior to the ' ' 1 t.. commencement of work. All costs incurred shall be the responsibility of the Contractor,unless otherwise 6.All work shall comply with the standards of the National Board of Fire Underwriters(NBFU),the American Gas agreed upon by the Owner. 14.Maximum aggregate size shall be 1 3/�"in or i/3 the depth of the concrete slab,whichever is less. "e I q... 12"CONC.FND WALL APPfl01JED AS N D Association(AGA),American Society of Heating&Air Conditioning Engineers(ASHAE),Occupational Safety and MIN 36"BELOW GRADE DATE Health Administration(OSHA),applicable state&building codes and the requirements of all public utility 6.The Contractor shall be responsible for the protection of all existing buildings and other installations that are 15.Maximum water added to concrete at the jobsite,without written permission from the concrete supplier,is ' 1'/z gallons per cubic yard of concrete.Concrete tickets showing time of mix,time of delivery,yards delivered and b F '(J77 BY- companies serving the project site. to remain intact while performing the specified work Provide and maintain fire extinguishers on project site o UNEXCAVATED total water added shall be collected from each driver and retained by contractor. NOTIFY BUILDING DEPART 4"CONC SLAB Q0 631-765-1802 8AM TO 4PM during construction. o, �; F. nre aev DESCiuerroN 7.The Contractor and allSub-Contractors shall be licensed by the state in which the project is located and 66-1010 W.W.MESH z Footings 41 WELL-GRADED GRAVEL t O (FOLLOWING INSPECTIONS: approved in advance by the Owner. 7.The stakeout of the project footprint to establish all lines and benchmarks is to be performed by a licensed MPACEIIIIL y FOUNDATION-TWO RE UIREDCO surveyor.All information given on the drawings shall be verified.If there are any discrepancies,notify the FOR POURED CONCRE E - 8.The Contractor and all Sub-Contractors shall carry workers compensation and general liability insurance that Architect prior to proceeding for clarification. 16.All footings shall bear on virgin soil having a minimum bearing capacity of(2)ton per square foot. a'` HAUNCH SLAB AT WALL Z i2. ROUGH•FRAMING&P tNG 3. INSULATION complies with state,local codes and ordinances. - - - - - - - - - - - - - - - - - - 8.New and existing back fill material and topsoil are to be free of weeds,tree roots.rocks and debris.All surplus 17.Footings to extend a minimum T-0"below grade,unless otherwise noted. F �. FINAL-CONSTRUCTION C. MUST - BE COMPLETE FOR C.0 9.All work is to be coordinated with the Owner.The Contractor is to meet with the Owner prior to starting material that is unsuitable for back fill material shall be removed from the site.Proper approvals must be z All CONSTRUCTION SHA THE construction.The Contractor will present the building permit and insurance certificates to the Owner prior to obtained before covering any excavated work 18.Footings and foundations to be poured concrete of size noted on Plans. #5 DOWEL (a)12"O.C.VERT OU REQUIREMENTSUFTHE FViI starting construction.Owner's regulations govern all aspects of outside Contractors working on the property. I I H YORK STATE NOT RESPO R 9.All trees that are within eight(8)feet of the building shall be protected(see detail sheets for more DESIGN OR CONSTRUCTON W rn re)10.All materials to be furnished and incorporated into the Work shall be new,unused and of quality standard to information). I I O the industry of similar nature and character,unless otherwise noted.All materials shall be installed using the FRAMING/CARPENTRY NOTES Z U EXISTING FOUNDATION Manufacturer's recommendations and best standards of construction. 10.A licensed land surveyor shall perform a final grade survey prior to occupancy in order to assure positive drainage away from the foundation(Minimum 5%).Drainage elevations and direction should be noted on the 1 .All carpentry wood Work shall be done in compliance with the Wood Frame Construction Manual 2015. C) 11.All materials,assemblies,and methods of construction are to be supervised by the Contractor to be sure they document. Q are in accordance with the drawings,specifications(if applicable),and all relevant codes.Any variations from the 2.All lumber shall be Doug-Fir#2(Fb-875 psi)grade stamped minimum. I I w Q drawings and speeificatiens will not be permitted,unless by written consent from the Architect. DEMOLITION NOTES 3.All lumber shall be 8"above grade minimum. U 12,If the Contractor requires additional details or information not found on the drawings or specifications(if I.Remove all existing constructions and finishes necessary for the completion of the Work as shown on the x ^ U applicable),then the Contractor shall request this information from the Architect in writing prior to the start of drawings.Necessary disconnects and alterations to existing mechanical and electrical systems. Patch as 4.Any lumber in contact with concrete or masonry,or the exterior environment shall be ACQ,pressure treated Z W construction. required all constructions to remain in accordance with the contract drawings.Where Contractor is designated lumber. to make removals,disposition of materials is the responsibility of the Contractor. Verify with the Owner,the 13.DO NOT SCALE THE]DRAWINGS.Written dimensions take precedence over scaled dimensions.The disposition and removal of any components of salvageable value. 5.Sills to be pressure treated and securely flashed with termite shield. The sill plate shall be 2x6,unless w �� Contractor shall notify the Architect of any discrepancies on drawings prior to starting the Work.If the otherwise noted. Contractor is unsure of a specific dimension,the Contractor shall notify the Architect for clarification. 2.All removals and salvage shall become the property of the Contractor,unless noted or requested by the Owner. 1 FOUNDATION PLAN O O 6.All metal connectors shall be"Simpson Strong-tie". No substitutions allowed.Metal connectors shall be at all Al SCALE: 1/4"= 1'-0" O 14.The Contractor shall verify all dimensions in field,if there are any discrepancies on the drawings,the 3.Remove only non-load bearing construction and partitions.The Contractor to verify,prior to removal,that no appropriate locations including,but not limited to:Roof to wall,wall to wall,wall to foundation,deck girder to Contractor shall notify the Architect prior to starting the Work structural components,i.e.bearing walls beams,headers,etc.Supporting floor,roof or ceiling joists are deck joist and all other locations as required by code.l£a connection is not specified,the Contractor shall notify lP4 the Architect prior to ordering. designated for removal. a 15.On site verification o1'dimensions and conditions to be made before ordering materials or starting work. 4.The Contractor shall contact the Architect prior to removal of any construction differing from the design 7.Framing around all openings,&all joists under parallel partitions above shall be doubled. 16.Before proceeding with the Work,any omissions or discrepancies of the Construction Documents and/or job intent. The Contractor's non-contact of Architect prior to removal of any Work indicates his complete conditions shall be clarified by the Architect. understanding that no load bearing or structural work is being altered under this contract and assumes all 8.All beams,girders,etc.to have minimum bearing of 3.5 liability. 17.No deviations or changes to the structural system shall be made unless approved by the Architect. 9.No joist or stud shall be cut more than 113 it's depth for any piping work duct or electrical work 5.All structural systems shall be maintained and be adequate strength to support the new design loads and to WINDOWS&DOORS NOTES A w A p 18.The Contractor must fully guarantee all Work and the Work of his Sub-Contractors for a period of one(1) resist the deformation caused by such loads as applicable.For Minimum design load values,see table R301.5 N w x w 0 year after substantial completion of the project,unless otherwise noted. on General Note sheet Al 1 .All windows and doors shall be installed in accordance with manufacturers'specifications. a z F . F 19.The Contractor shall:indemnify and hold harmless the Owner,Architect their agents and employees from and 6.All electrical conduits,wires,and equipment adjacent to or contained within existing partitions shall be against all claims,damages,loses and expenses. removed back to the next panel board and shutdown. No circuits,wires or equipment shall remain open or 2.The Contractor shall seal and/or prime all doors immediately upon installation. O �¢ CC0 aAvOi live during construction. o F ¢ ¢ a 3.All glazing and skylights shall be in accordance with the NYS Residential Building Code for impact resistance. NEW WINDOWS AS 20.The Architect is responsible for design intent only,unless retained by the Owner for supervision of work O 2'-0" MANUFACTURED BY'SEAWAY'(11'P) � � � 2 ¢ Q FOUNDATIONICONCRETE NOTES NOTE: g^ 5'-3^ 5'- ^ 9" w 4 .All glazing in hazardous locations according to section R308.4,shall be insulated tempered glass. EXTERIOR LIGHT FIXTURE PER CODE ALUM.FRAME STRUCTURE x w F. z w CONTRACTOR RESPONS11BILTTIES E x Z O General AS SELECTED BY OWNER 7 314^ r7l AS MANUFACTURED BY'SEAWAY' �• Q E- 1.The contractor shall be-responsible for all construction means and methods.The contractor,in the proper 5.All windows and doors shall be caulked and sealed. r - - - - - P DN - - z w W a z A l 9068 SLIDER O z F KC A sequence,shall provide proper shoring and bracing as necessary during construction to achieve the final 1.The contractor shall provide foundation plans to the geotechnical engineer for review to ensure compliance I = o z a 6.All glass installed shall to be free of scratches&imperfections. ¢ a A completed structure. with the geotechnical report.The Contractor shall be familiar with the geotechnical report,if a conflict occurs O z E- E- between the notes and the geotechnical engineer's recommendations,then the most stringent shall apply. NEW SIDE LTTBS N5 v v z 2.The Contractor shall be responsible for the scheduling of all activities.&keeping the project on time. ELECTRICAL NOTES b Q Ln2.The Contractor shall verify all dimensions,drops,slopes,and shall report discrepancies to the Architect prior to Ln .4 a W x 3.The Contractor shall coordinate construction activities with the Owner to minimize interruptions to normal the start of construction. 1 .All electrical work shall be in accordance with the National Electrical Code,NYS Fire Underwriters Code, I A I Q A F Residential Code of New York State,all state and local codes,and utility company codes and regulations. b w A �, Owner operations. 3.During construction,the Contractor may encounter existing conditions that were unknown during design and N SUNROOM O o 2.Furnish Fire Underwriters Certificate upon completion of work o (UNHEATED) Q 4.The Contractors shall make timely submissions to the Owner of all inquiries to allow reasonable and adequate vary from the plans.The contractor shall notify the Architect in writing prior to proceeding with the Work of I O CATEGORY II SUNROOM time for review and for approval of submissions without delaying the progress of any part of the project. all discoveries that interfere with proper execution of the Work and/or jeopardize the structural integrity of the b I x b U M structure. 3.The Contractor must verify with his licensed electrician if an upgrade of electrical service is required for this a in ,and notify the Owner. FOUNDATION PLAN project 5.The Contractor shall be responsible for all site safety requirements to protect workers and all other people on - - - - - - - - ' 1 V-4" Z & FLOOR PLAN site during all construction phases at all times. 4.Underground utility services that run parallel to the foundation shall not be located closer than 5 feet from the -7b] E.DOOR- - - foundation. 4.The Contractor shall verify with the owner,location and quantity of lighting fixtures,switches,outlets,etc. H U-CHANNEL LEDGER 6.All materials shall be installed in accordance with manufacturer's latest specifications. ( z Fill 5.All switches are to be installed 36"above the finished floor,unless otherwise noted. 7.No materials of any kind shall be used for construction until it has been inspected and accepted by the ( E., Project#: 2238 Owner,unless otherwise agreed upon. All materials rejected shall be immediately removed from the site and 5.All existing fill shall be replaced in accordance with the geotechnical report.The geotechnical engineer shall 6.At least one wall-switch-controlled lighting outlet shall be installed to provide illumination on the exterior EXISTING HOUSE Drawrng Scate: AS NOTED not offered for inspection again. approve any fill consisting of onsite soils. side of each outdoor egress door having grade level access. i Drawn By., rAIAJic Date Printed: 9/14/2022 8.All Work shall be executed using best construction practices and all workers shall be skilled in their trade. 6.Any structural fill shall be in accordance with the geotechnical report.Field density tests are required for the ICE SHIELD&ROOF UNDERLAYMENT ' sub-grade below the fill and each lift including,but not limited to,flatwork areas such as driveways and patios. 9.Items shown on plans but not specifically stated in the specifications and/or vice versa shall be considered to i .Asphalt shingles shall be used only on roof slopes of two units vertical in 12 units horizontal(2.12)or greater. SHEET: be included in the contract(if applicable) 7.Fill required adjacent to the footprint of the foundation or any flatwork shall be compacted to the same For roof slopes from two units vertical in 12 units horizontal(2:12)up to four units vertical in 12 units specifications required within the footprint of the foundation and for a horizontal distance of 3 feet for every foot horizontal(4:12),double underlayment application is required in accordance with Section R905.1.1. Al 10.The Contractor shall'be responsible for Shop Drawings when applicable.All conditions and dimensions are to that the finished floor concrete elevation is above existing grade. 1 2.An ice barrier that consists of a least two layers of underlayment cemented together or of aself-adhering be field verified by the Contractor. S.Surface water shall be directed away from the foundation at a minimum slope of 5%within 10 feet of polymer modified bitumen sheet,shall be used in lieu of normal underlayment and extend from the eave's edge 11.The Contractor shall be responsible for removal of all construction debris from project site and shall provide foundation.No ponding of surface water shall be allowed within 10 feet of the foundation during construction or to a point at least 24•inside the exterior wall line of the building. Use corrosion-resistant fasteners in dumpsters etc.as required.The project site shall be kept reasonably orderly on a daily basis.At the completion after completion of the Work accordance with manufacture's installation instructions. Fasteners are to be applied along the overlap not of the Work,the Contractor shall remove all waste materials,tools,rubbish,etc.,from the site and leave the farther apart than 36•o.c. R floors broom clean.The final cleanup shall be to the satisfaction of the Owner. FIRST FLOOR PLAN :` WIND-BORNE DEBRIS ZONES Z Al SCALE: 1/4"= 1'-0" son, c fe 1.All construction within(1)mile of water as defined by authorities having jurisdiction shall comply to Wind- borne Debris Zone criteria,including 120 mph wind gust.Windows shall be protected using impact-resistant •.,��y 6 3 glazing able to withstand Large Missile Impact Criteria. In lieu of this,openings can be protected,to a maximum of Tx 8'with 5/8"CDX plywood panels cut,located,and stored on site with approved hardware available. Q 2C 2t I t TABLE ) CLIMATIC AND GEOGRAPHIC(DESIGN CRITERIA GROUND WIND DESIGN SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE BARRIER AIR MEAN rrr:,A4RCHnTcT77U7 HNCEPTIOFLOODSNOW peed° Topographic S eclat wind Wind-borne DESIGN , Frost line DESIGN UNDERLAYMENT HAZARDS9 FREEZING ANNUAL 143 East Mai Smithtown,NY 11787 LOAD (mph) effects` p region' debris zone" CATEGORY' Weathering depth' Termite TEMP° REQUIRED^ INDEX' TEMP) 20 140 NO NO IMEfROMCOesr B SEVERE 3rf MOD-HEAVY 15 YES SEE FEMA 599 51 P.(631) 780-6124 For SI: 1 pound per square foot=0.0479 kPa,1 mile per hour=0.447 m/s. info@Kahneeptions.com a. Weathering may require a higher strength concrete or grade of masonry than necessary to satisfy the structural requirements of this code.The weathering column shall be filled in with the weathering index, www.Kahnceptions.com "negligible,""moderate"or"severe"for concrete as determined from Figure R301.2(3).The grade of masonry units shall be determined from ASTM C 34,C 55,C 62,C 73,C 90,C 129,C 145,C 216 or C 652. b. The frost line depth may require deeper footings than indicated in Figure R403.1(1).The jurisdiction shall fill in the frost line depth column with the minimum depth of footing below finish grade. c. The jurisdiction shall fill in this part of the table to indicate the need for protection depending on whether there has been a history of local subterranean termite damage. d. The jurisdiction shall fill in this part of the table with the wind speed from the basic wind speed map[Figure R301.2(4)A].Wind exposure category shall be determined on a site-specific basis in accordance with Section R301.2.1.4. c. The outdoor design dry-bulb temperature shall be selected from the columns of 97'/2-perccnt values for winter from Appendix D of the International Plumbing Code. Deviations from the Appendix D temperatures shall be permitted to reflect local climates or local weather experience as determined by the building official. f. The jurisdiction shall fill in this part of the table with the seismic design category determined from Section R301.2.2.I. g. The jurisdiction shall fill in this part of the table with(a)the date of the jurisdiction's entry into the National Flood Insurance Program(date of adoption of the first code or ordinance for management of flood hazard areas),(b)the date(s)of the Flood Insurance Study and(c)the panel numbers and dates of the currently effective FIRMS and FBFMs or other flood hazard map adopted by the authority having jurisdiction,as amended. h. In accordance with Sections R905.1.2,R905.4.3.1,R905.5.3.1,R905.6.3.1,R905.7.3.1 and R905.8.3.1,where there has been a history of local damage from the effects of icc damming,the jurisdiction shall fill in ibis part of the table with"YES."Otherwise,the jurisdiction shall fill in this part of the table with"NO." i. The jurisdiction shall fill in this part of the table with the 100-year return period air freezing index(BF-days)from Figure R403.3(2)or from the 100-year(99 percent)value on the National Climatic Data Center data table"'Air Freezing Index-USA Method(Base 32°F)." j. The jurisdiction shall fill in this part of the table with the mean annual temperature from the National Climatic Data Center data table"Air Freezing Index-USA Method(Base 320F)." k. In accordance with Section R301.2.1.5,where there is local historical data documenting structural damage to buildings due to topographic wind speed-up effects,the jurisdiction shall fill in this part of the table with"YES."Otherwise,the jurisdiction shall indicate"NO"in this part of the table. IHAR LANE 1. In accordance with Figure R301.2(4)A,where there is local historical data documenting unusual wind conditions,the jurisdiction shall fill in this part of the table with"YF.S"and identify any specific requirements.Otherwise,the jurisdiction shall indicate"NO"in this part of the table. m. In accordance with Section R301.2.1.2.1,the jurisdiction sball indicate the wind-borne debris wind zone(s).Otherwise,the jurisdiction shall indicate"NO"in this part of the table. 245.0 _ N 51°00100'E _ 83.98, c� ti��ti1 w 0 2� N AQA'. h �-I DATE REVA DESCRIPTION Q _ N 51000100"E _ 82.53' I EXISTING ROOF ROOFING AS SELECTED BY OWNER TO REMAIN ROOFING AS SELECTED BY OWNER 2^X3"EXTRUDED ALUM.RRs wi 3" 213'EXTRUDED ALUM.RRs wI 3" E-iy INSULATED FOAM CORE PANELS INSULATED FOAM CORE PANELS r-I ALUM.FASCIA Wi ALUM.FASCIA W' EXIST COVERED BUILT-IN GUTTER(TYP) BUILT-iN GUTTER('FYP) 1 r 12 PORCH PL HG_T _ PL HG_T �---—�"� V.+8'-1^AFF — — I I 56.4' 21.4' a 38.5' ` — — — — — — �+ 0 ALUM.FRAME STRUCTURE u AS MANUFACTURED BY SEAWAY' EXIST V ALUM.FRAME STRUCTURE 001 GARAGE w AS MANUFACTURED BY'SEAWAY TRANSOM WINDOWS(TYF) EXISTING HOUSE TO MANUFACTURED BY'SFAWAY' EXISTING HOUSE EXIST NEW DOORS AS NEW DOORS AS REMAIN 2 STY FRAME DWELLING N MANUFACTUREDBY'SEAWAY' TO REMAIN Q EXIST w CELLAR 54.9' Z 1 ST FLOOR _ _ -�1ST FLOOR _ _ ENTRANCE a PROPOSED UNHEATED ^ � C) � ELEV.+0W, Y ELV•+t7-0" F GRADE h�+�1 F GRADE 56'-5' 1 . ' UNROOM I I E 120 SF zs 12,CONC.FND WALL MIN3G"BELOWGRADE t_ - - - - - - - - - - - - - - - - - - - - - - - - 12,CONC.MD WALL bo MIN 36,BELOW GRADE I8 z w N � ti N [Ii d, N z Z wtwi� wWO ' ONVF" OOa � 1 REAR ELEVATION 3 LEFT ELEVATION w LU =� z �- C) A2 SCALE: 1/4"= 1'-0" SCALE: 1/4"= 1'-0" w ¢ w y x C) � ¢ aoc� c¢GOZawV) o - ¢ ¢ W �, I Zvn � .. � z ¢ ¢ wwFF.., ZA NOTE: w Q W F- F SEE SHEET ATTACHED FROM'SEAWAT MANUFACTURER FOR Z Z E- < z z MORE INFORMATION ON TECHNICAL DETAILS&CONNECTIONS ¢ y ¢ wW � z � ¢ ao Z ¢ ¢ III ZV, 0 Fa � � � rn � Za � � x j ROOFING AS SELECTED BY OWNER ROOFING AS SELECTED BY OWNER 213'EXTRUDED ALUM.RRs FLASHING AS REQ'D 21X3"EXTRUDED ALUM.RRs wi 3• 3"INSULATED FOAM INSULATED FOAM CORE PANELS CORE PANELS I ' 1240 —�1 12 l ALUM.FASCIA W1 ALUM.FASCIA W1 BUILT-iN GUTTER(TYP) BUILT-iN GUTTER(17YP) Project#: 223g ELEV.+B'-1"AFF Drawing Scale: AS NOTED _ _WINDOW HEAD HGT ALUM.FRAME STRUCTURE ELEV.+G-8"AFF I ' Drawn By YAWK AS MANUFACTURED BY'SEAWAY TRANSOM WINDOWS(TYP) EXISTING HOUSE SUNROOM Date Printed: 9/14/2022 ALUM.FRAME STRUCTURE AS TO REMAIN {UNHEATED) MANUFACTURED BY'SEAWAY S 51°0000'W EXISTING HOUSE NEW DOORS AS — — — 173.50 — — — CONC SLAB CONST TO REMAIN MANUFACTURED BY'SEAWAY' FIRISH ASS=BY OWNER SHEET:• 4"CONC SLAB W166-1010 WW MESH MIN 4"OF WELL-GRADED GRAVEL /� COMPACTED FILL H OOR 1ST FLOOR _ — ISTF,0, 2 FIN GRADE ELEV.+0'-0 ELEV.+d ITNGRADF s SITE PLAN 12"CONC.FND WALL AZ INFORMATION FOR SITE PLAN TAIEN FROM SURVEY z s SCALE: 1"= 20'-0" I �n BY,SURVEYOR,Lly - - - - - -I- - - - - - - - - - - - - DATED.APRIL 22,1999 c`.,`GOcJ�......:. 'NOTE'SEE SURVEY FOR ACCESSORY STRUCTURE LOCATIONS& <(r Vic-_ ADDITIONAL SiTE INFORMATION 12"CONC.FND WALL MIN 36'BELOW GRADE 3 RIGHT ELEVATION 4 SUNROOM SECTION :,A AZ SCALE: 1/4"= 1'-0" A2 SCALE: 1/4"= 1'-0" >'•' 03 �'• ©2018 Architectural KAHNCEPTIONS, PLLC GRANDVIEW/BETTERVIEW PATIO ROOM STRUCTURAL STABILITY FROM RACKING Seaway Mfg. Corp: Sunr00m Engineering Code Compliance Packet GRANDVI EW/ BETTERVIEW PATIO ROAMS: GABLE STYLE SECTION aAA:FOUNDATION CONNECTION ! sEcnoN 13,;GV SILL STARTERI How to Use the Engineering Code Packet: Prof. Proj. Proj. Proj. Proj. Proj. Proj. Proj. Proj. Proj. Proj. FASTRNF.R iQCJ1TTON Wind S d 10 FT 11 FT 12 FT 13 FT 14 FT 15 FT 16 FT 17 FT 18 FT 19 FT 20 FT DETAIL F 3/8"TYP, ON FOR wtOOMS DS>100MPH This packet is designed to provide basic construction details&design criteria for both the gable&studio style roofs for Seaum3es Grandview&Retterview sunroom systems. Final 90 MPH 9'-0" 9-0" 9'-0" 9'-5" 9-I 0" 10'-3" 10'-9" 1 l'-2" 1 V-7" 12'4' 12'-5" SECTION H ON GABLE ROOMS ONLY aunt ooln design&construction will be based on the limiting constraints from each of the five tables(Racking Table.Post Spacing,Wind Speed Matrix,General Motes,&Load _SECTION H ST X i"X SHE 100 MPH 11'-1" 1 T-1" 1 V-1" 1 V-7" 12'-2°' 12'-8" 13'-3" 13'"9" 1 ' W-10' 15'-4" STEEL"WASHER PLATE" Span Tables)that meet the environmental design loads. Stmroom design is relatively easy,but is an iterative process. RxFFRiOR I . QL > w r w > r r x t w , w r w � • � " DETAIL-S CTtON E FOR WOOD llFGK CONS'rKUC170N 1. Start by obtaining the environmental design loads through the permit process for your area from your local building authority(wind speed&ground snow load) 110 MPH 13-5 13-5 13-b" 14-0" 14$ 15-4 16-0 16-8 17'-3' 17-11 18-7 oxLv,use r-1101 rLvwoau oe .J- 3/g"T>'1' 3/s"Ti'P 2. Review the Racking Table based on your wind speed and proposed room pmjc6on. The tabulated value is the minimum width required to structurally resist the lateral 120 MPH 15'-11" 16-11" 15-11" 16'-8" 17'-Fi` 18'-3" 19'-0" 191-9" 20'T 21 W 22'-1" fISR f1VF R ti In 1 JLS FPl T PAPER wind loads. Determine if the proposed sunroom width is greater than the"Min Bldg Width"listed in the table. If not,either increase stmroom width and/or decrease 130 MPH 1$'$" 18'$" 18'$" 19'-T' 20'-6" 21=5" 22'-4" 23'-3" 24'-1" 25'-0" 25'-11" 2" CAPACITY I T 1 I suncnom projection ��r DETAL UIi (TYP.CONCR FOUNDATION . Minimum Building Width 01 SEGT1aN G7 G4 DFrAtI (nl 11 I . 11 /SECTI�t E sECnON Ct•C4 TO RESIST LOADS FROM PATIOROOML } 3. Review the Wind Speed Matrix to determine if the tabulated wind speed based on the proposed sunroom size is greater than or equal to the design wind speed If the NOTE- • - - t' tabulated wind speed is less than the design wind speed,then the proposed sorsroorn size most be reduced,and step#2 must be repeated far the smaller sunroom size. Tables *'resting;is based on shear diapbragm testing of a wall assembly for wind load only(See MT test report T22;99 11 r.. r OvERHAHG ��ivrrs�ut u IN t Has i are dynamic,based on sunroom width&pmjeciiorl.and are separated by roof type,loci spacing,and header&mullion configuration. In general,locations in wind Zones for materials and setup rcquiremcnts). Wall height of T, UP TO 12` >90mph require Gable/Raceway Post headers&mullions. *Assumes summation of windward&leeward pressures,MWFRS,Exposure C. D AIL Iftl , 4. .Review the Post Spacing Table to determine if proposed header and mullion configuration can resist the design ground snow load. Allowable loads for post spacings are *To account for ime of trap. MUST l iAVE FULL F�EDDtUENT OF ALL LAGS INTO JOISTS OR BAND BOARD, 9Dtns,use the following trdilsom factors:For]2"transom(wail height upto 100.6"), � a1' SC-C'fl Ct I LS L AND MUST HAVE FULL EMBEDDMEh1T OF ALL TAPCONS INTO CONCRETE *TO BE USED UNDER GABLE&CORNER based on roof tyre,two standard post spacings(72.25"&96.375"),and header&mullion configuration. Load carryingeapability can be imilcasod by decreasing the past multiply Min Bldg Width by 1:185,and for transoms greater than 12"and upto 18"(wail height upto 106.6"), WALL POST ON G12ANWIEW ONLY . n r ' i14. tit gerdetal, t SE 'TYP.FASTENERS:TAPCONS INTO CONCRETE OR LAGS INTO WOOD Spacing and/or using a"heavier header•&mullion configuration. ]f post spacing,and/or header&mullion configuration changes,repeat steps i12 through multiply Min Bldg Width by 1.25. The product will be the new Min Bldg Width. � td 'INTO CONCRETE: MPH MPH USE X 4- X 2"TAPCONS�4-O.C. locations with a ground snow lad>65psf require GSble`1Rsceway Post headers&mullions *L'mear interpolation is allowable for Min Bldg Width at other projections&for the transom factor for other S �� SE D1DD *INTO WOOD 80-130 MPH USE 1l4'0 X 4"ZAGS-24.O C . SECTION 1-05 S. Review the Load Span Tables to determine if the roof panel,based on roof style,parcel length,and panel thicknc�,can resist both the design wind&snow loads. The loads transom heights. tabulated account for max bending stress,max shear stress,&deflection loads. Use deflection limit of Lt120 for snow load Load carrying capability can be inert:ased by -�' SECTION B2:STEEL PLATES&LAGS Wind Speed Matrix D�Cl:GV VERTICAL MULLION t SECTION C2 GABLE POST MULLION t increasing panel thickness and/or decreasing panel length, tfproposed stmtoom tti7.e is reduced due to a load-span lrquirement of the panel,repeat steps i't2 through r5. p GABLE � Ma:;m�aa aina, ra�cGv/e�ioayk,00m DETAIL 83 � DETAIL 63 ill BE— 11 sEcnoN G UNDER GV GABLE POST 6. Review the General Notes for finther instructions or fastener schedules on critical connections to determine wbat additional fasteners are required fordifferentloading ashm9 simple mnllon cosauctina(7225 SECTION AiAA SINGLE H-MULLION;90 MPH ONLY 31/4'X 31/2"2 PC. conditions. Maximum wind iQa+ds far GV/BV gable style roam acing sirnpk mullion carmsbuel'aw,(72.IS'spacing) Tramam ITT IV T 7/8"TYP. ! 1 'h • 1, 15• 18 1T 1S 19 20 2T ZZ 3' 24' Prohw AgWkIW AAVM*' AIWWft' r :: A1'+p� GABLE POST ?. Review doe Foundation Fastener Schedule fur Sty of lag;screws ux Tapams ra;lrired under each vertical post. Also,this schedule serves as a basic visual repTes,aotaticm of ff Traanan 100110a ldlnoD 1D0/ttxl loonro t00n00 1001100 t00140 100F0 ls01NA 9WNA NA 17 1DW100 9nINA NA FOUNDATION DEPTH :,. NOM.4•CONCRETE V1NYl.W1Nl)OW FRAME 31/4" what 8lmroom sizes ate available based on wind &roof le. it Tremont 90NA 9Wr1A OWM 9WN,k 90NA 90aVA 9oR4A 1101NA NA NA NA 13 1txf1100 9aMA NA (SEE GENERALNOTES) .... CONCRETE SLAB OR WOOD DECK = PANEL FOUNDATION DONE BY OTHERS m Z `+' i i �'16'Tmara�me NA NaA 14 1trOrt00 9aMA NA ;t FRONT ELEVATION (SEE GFJVERAL NOTFS) __ --'- - r __ ♦. +' ♦ A Ii . *Ate+golcc>ieaaupw27.aswrmmaokmdawioc RzfiartaDcodU*ndCtfocsmfiNtctsi2cuahictwaewbmwplkabta IS '—To— NA NA Past Spacing Studio style Gable Style Use of Structurdl Adhesive(Novaflex 100): htaxeaumwindToeds for UVX gable stykrooma mgUV-Peacewq/:V4JabldBV•wDlepactmtIhmsdht�as(77.M"�ueie� 'Au.id,4W"ZV. ".s«'s' ".l "�+era DETAIL B3•HORIZ.&VERT.POST CONNECTION! _ . F _ W A- +' GrommdSnow l oadPgatvetamns As with elladlbrinw s ItisI mho to a"9'""""dw,ow:k;...bw..W;ctrc. •����:����� DiE PAIL 1:PAST HEADER CONNECTION -a 8 6' Vs V S 6 6 rsom B n lx�raA wbieft 14• 16 16' 1T IV IV 20 21• 27 23 24' MsaimumWWspeedsgxGVMVstalf*"itMom « Ate• - •+" +0.7ransam I;;2_0 14W110 13011t0 130n10 12W110 1201100 120I100 120I100 11W100 110/90 110190 POSTBRACKEr �- - -- +•♦. A •'•Imuldams/Headers-. root rod 2 tent sod roof 2 tour rod root ��petfatm.•nex.It is ree��der as atsflccs that We .ad'w,sirwinmoteiooemtmw.*tbcfoui&,bwfi.=, &alum 12'Ttanwm 130/100 1201100 1-WIOO 120M 110190 11091 ----0 itORJA 100RdA 1001Wi tD01ffA mulu"k IS QO •�• • ASetseMewpostw/muff"W)83-75) 67psf 67psf 36t»t 36W SSDsr 98psf 53psf i3lisf dnmtts)bewipeddownu;tbpsisU,ir>eec,mirror spiritsor mWfit�a&Aattkaa(T12i 1 ($V ONLY) t'" --- --- . .1r Trx"m linm 110190 1�190 1 100NA 10lVNA 9WNA 901NA 9(JNA 90/NA 90MA 2" � IV SLIPS INTO POST a MSetrwlerr past(fi0D5-TS) 67pst 87psf 36ps! 36Pst 9t3psf Oaps! s3psf S3tsf rubbing aloohd tornsme these matitg cornea arc frcc front tGrt, * 1 7tma � �•+• I • ekbri%arAWoilyfilms,ra'kewise,knowalixpplication An p�mjectionsupw20' ro'Iwnh A#VA*s AQVWid" ArVYfdtlis NOM..080WALLS . VMxnaIJarnb$uppwtvdmWlons(MM-T5) 67PO VFW 30pd Wpsf 9vsr 96psr 33psr 5W ioytucticxs and cmctimesaptrifa 10"adhaisn 17 170/150 15nrt30 140tt2o SECTIONBi 13VIi4nulons(ParidKneewal)(6063•TS) 32psr WA WA NIA 51psr' WA NA WA Maximum wind (7225°st>eekmg) 1T 1•,01150 13olt20 t2om_lo B . LocATIaN of LAG scRcwB. 3/4"TYP. POST 3/16"111 SILICONE DEAD;TYP . 9V H•muNons(Glass Kree swath(6063-T5) 67 r 67 3 30 9aprd 9epsf 53psr Opal !Pm dh 14' t5 1G 1T "" 19' 20 2t' 27 23' 24' t501130 f 1 1oDl9D SILL STARTER For a Gable Room; MUST HAVE FULL EMaEDDtdENT OF ALL FASTENERS BETTERVIEW USES 31l4"X 31/4"POST Winds peed COIIVCrsions: 0'Transom 120 120 120 120 12O iFO 1 12a 110 110 110 IS 13an2o 100190 9WNA * " '20'X 18'MAX ROOM SIZE FLANKED W1 NOWTHE..RMALLY BROKEN (.V clad Moon(6005-T5) 87t,sf 87Ds► XW 98psf 9 t 53psr 63pst 11 *90mph use(2}#8X5/8 Clamp Chaseway(6063-T6) 67psr 67psf 9Fpaf 36W . sttpsr 9" Mpsf 63psr Formuoici�litieammaiag the Z0091RGIBC&21112BtGthcscexxks 12•Transom 110 110 110 Ito ito ito ito 110 too too too ea tlonoo 9o1rU► NA 'REF R TO REQUIRETENERD FASTENERS E FOR RWINDO. 'FAIDDLE&BOTT lY8X1FRAME. HMUWONS. 2pc mncthcumebasioseindspc0tralmapsasASCE7-0S.For ITTrafflont 100 100 100 SW 100 100 100 90 90 90 AO TEK(each slel,, tier MIDDIF&BOTTOM OF FRAME OF REQUIRED FASTENERS FOR WIND SPEED USE CONNECTION OPT10N A FOR INTERNAL GmraMm post w ax�rar t�-M 6T 36W 36W 9ve sw mpd 6W mradcip al cs acing arc 2Ot218C&20151R078G Renate codes use *Speeds>9e)aeph rectaae 0-ftiag of2pc Clamp Raceway&fast -See Scorn C Macitaam wntd speeds farCV a/tmJa style loom artfy wag)a<hannet,corner AND ROOM SiZE *1 Rl:-DRILL HOLES. the same brio wi dsPeed(Volt)and temps ASCE 7-10.Tt aag)t •An atiams 2re wir+g 2pc Claa,p Raccwoy malftona to Rsmcsy/Gabla Refer to O p & bee . COtINECTtONS OR 8 FOR EXTERNAL Upto IT Upto i6` u;%o 1T Upto 16' Upto IT Upta IV Upta 1T upto 16' ianj °i t" !mot' Sot 1 ONLY(6)LAGS CAN BE INSERTED WITHIN 'SILICONE ENTIRE PERIMETER OF FRAME AS SHOWN CONNECTIONS Transom Tranwn Transom Transom Transom Transom Transom Transom the bask wWvcW tecrrasedwith the adorn°"ofASCE 7-10.the P-t�n(Mir vacoW Foundation p FASTENER A *T�act m� THE CROSS-SECTION OF THE POST 'USE NOVAi LEX 100 SILICONE ruching wind tsevs m loads on the watt,&mnraraw aumrom am Maximum wad speeds for 0V1RV gable Kylc mom*Ong kiV_Raceway/;V.CsobWRV-(inble post mullions It headers(96 3+5"spscinr,J •Transom IT Trm sot V Tmnta, 1'aateaer Schedule penetrate hotiz post USE 174"STEEL WASHERS UPT0100MPH '(A)PRE DRILL USE t�X1•i/4" *Assasmes a single span IV projection,17'esvedoaag.&no trues an ea uadio style roam cads 20'width,IT ooerLmg,&no transom m gable style room. ogaivakat,wirhia acceptable rng�eats tDIc aeec,W what was 14' i s to 1T 1a 1 2D 21' 27 23 24 ro Ar A/Wkitls A11 NMtha Al Wldats 'ALL VNYL WINDOWS TO BE SBJCONED SIMILARLY WILOW-PROFILE(PANCAKE)HEAD @ 24'OC ei1c%%iedmiagden MICET-OS swAwd.Teems s tat fix of tag ♦PRE-DRILL LAG HOLES USING 1%4"O BR 'REFER TO REPORT-SEAWAY00"ILICONE BOND '(8)USE#BXSW-24.O.C. MulTiors/Hecdrrs l+cacltt gas > Peal Poet Post Poo Post Post Post Past wir�, ct the 201Z IBC&2015IRCIIBC to these axd in 0'Transom" 120MOO 120/100 1t01100 110190 110190 110190 10W90 t00MA 100MA tODRiA 90/NA 12' 120 110 t00 screws, 7/8'(TYP) F�R attervlew Gable postsu/srulos(6WS75) +IWW +10OW +100W +ICWY +low +low +Iww +10" thissuamomcngineoingpacket,Inc thckAbwingeonvenontable 1YTrar.n 110M IIONA 10DINA 1DONA 1001NA IO MA 90MA 90JNA 90MA 90MA 9NNA 13 120 110 100 1&•Tran xn 9MA 90NA 90MA 9%NA 90NA NA NA NA NA NA NA 14' 120 110 100 aeaesrvlew Gable past(tsoobT5) +100psf +100psf +loops( +100psr +1OOpsf +100psf +ltxlpsf. +100psf *AR prq*6i9m�1�, is, 120 100 90 *GV Gablc Post @ 90mph:use(3)•r/8x5/8*at sill,each sine(Fastener A) • A SECTION C3:BV VERTICAL MULLION t SECTION C4;GV RACEWAY MULLION t SECTION C5:GV CLAMP RACEWAY t 0abWRaceway post vd naiorss(600&75) +lexlpar +10op91 +100Pa1 +100pst +low +low +100psf +lopsf VOW ar Vol, Vta ca V„d 1 1 t0 WA. *GV Comer Post @ 90mph:ase(2j.#8x518*at sill&header,each dde(L'asteae+r A) �,*---41- , B 8Upto i2" Uptts 18' (A"12" • Upto 16' Upeo 12' Upto IV Upto 1T Uphs ter' r m h = 116 m fi 175 m h = 89 m h *fie R Ind Speed 1•fattix eltaRa tabulate the safe windcpeed(mph)for the aluminum fraume based on it-construction. 'Spends:.90-ph-lu'--1thr.of 2pc Crawl *HV Gable Post(/'i 90mph:use internal post bracket, x 5/8"al sill,each side Fasierur A • • B B ,R- -„"Sra.aa�'Trantmm Transom Transom •Transan Transom Transom Tran"n Transom P P P P Raceway&fa sawn See section C5, * ( ) $ INTERNAL JAtvIB SUPPORT <TYf> I 0.750 sQ..a, ,.t.r�ro n"AAssumesComportrnta&Cladding(F.xpC).The indicated valaes are to be read: Grandview wind speed/BcttervtewaiDd BV Corner Post rya 90mptc use iateraalpost,bracket,(2}dt8x5/8"at sill&ltendex,each side•AsamtesasinglespanlTpmktn&r2"avalmngmistadiftxVemnm,4Ma24'Wkth&Iroveohmtgtengabkxtylemnm.CwaaWk=d%mayhepns%ihle,tan 100mph +� 129mph 120mph = 93mph �d Maximum wind speed,forOV4311on &VA room (FastenerA).Use(9)sere"to attach past bracket tound&si&of2pcheader.11 tivWUtoedreviewbylk=icddesitppmfcuion L 110 mph = 142 mph 130 mph = 101 mph *Maximum wind noted tar a stadia style suaaoom is dictate!by tom Pole lion,and is unchani ed by room width. using GV-Raccway/GV-Gab%cW-Gabor * \ /`31mctumiltdic GV gable post.GV moc"y post,nV Cable poet ere ctwnparWe in strength. P� Use post bracket a each end ii r Vert or Htxtz post IBV otily) A A A -A CEWAY Ir' •S clans arc 72.2r.K spans arc 96375'. 220 mph = 155 mph 140 mph = 108 mph �a oracle larger than the ea'er&mum are allowable, is used.that there is io tabus based for t intermediate mullioac&lmadas(96375"apacia)) *Fnr othrr wind speede,are tlenerat Notes * 11 •AEbwabtc gronad snow loads rut both spans and toss tumsom Won am d'tctarcd by the allovabk load on the header, bears,and gablelraceway post header&mullion a,nslraclinn is used.Use the Stuefio tables based ua ptujexlioa In ,Transom 1T T IV Ymn om llst Post s. Sioni a each vettieat post intersection Fot BV AVITY J , 130 mph = 168 mph 1W mph = 116 mph extrapolate wind speed for the.proposed room width. 1pro nwi Aa widths Aa wdths AI wratr= post headers. Sitnilar to Iletarl I33. 8 The above dam ekes not include loading from mabalancok drilling,or sT,ding snow. Use similar connection for studio room headers. F]-44 64- - L'•'-�''-- .., \ � •The above data inchuTes a dad trend of spar:Z.Bp r rat morparsls rk 2.2grier shin,m 140 mph = 181 mph 160 mph ere 124 mph *Tau Above tabulated u%ti speeds are based On a combined lateral wind toad&vertical toad of 5psf dead load+35psf 12 1701140 1401110 100110D *Refer to Central Notes.Detail 1.for(iistener aty. •Snot•tosdshaws:aroductboafadorofO..7twiuwslotiw&pwSmtioa7AofASCE,%W;xscaaas%vU*assetaooa.tp' ,VtYanfatafw-. Pr-0.7CaCet,YIPg grandstuty(oatd(I)esd/modk2apsfforpandweightand2-2psfforaspha0shingles) IT STV140 130Ir10 1moo (.2S`TFKscrew . *Praamofsnowtaed,CoalACv*.9.Cr-I.t,hlk,Pgmstomadsmwbad 170mph = 132mph * 14' 151IM30 11W100 ID0190 Above date can be used w size Enclosed or opera stmettuts. SECTION H:RIDGE BEAM CONNECTION! A A I A 1 (12"q,e.) *Ibis table only applies to the mof suppotting Wm w c.Roofpead lads esakntcd scprxetoly. 1W mph = 239 mph *Max stock length for 2pc header is 21'.For header spans>21',2pc Headermust ter:used in conjunction with GV. 15 1 t 20 10DW 9WNA - A A *Bawd em r.65 safcty&&tor forcohtmo balding&be ding pW Atamimtrn Design Mamk o d 100.6*k 106h"wall heigN for l2"&I8"ernnmm.n:spcclh*. 1 • 11 anO11 90MA DETAIL 11:H-MULLION HEADER CONNECTION Above date cm be used to sisFnckwA a revenues. Raccwtay/GV�rablc/BV�abIC post . * LVL RIDGE BEJw.1 B Mra By H MULLION i/8 X 5J3"-24"O.C GNT EXCEED 3 4 iN LENGTH 5/8 TEK screw Cw 'SINGLE H-MULLION CONSTRUC11pN ONLY;90 MPH r• a n n •GRANDVIEW ONLY 1/4'0 X 3*LAG SCREW APPLICABLE SIM BEAM NSTRUCTIO Sv PATi0 SL®ER-'A"S PPY DRTLLOUrM MMUON WALL WETi17/16"ROM sill starter&header GENERAL NOTES LOAD SPAN TABLES: 3 &6 ROOF SYSTEM 1a^oc. Bvslus7ARTER •20'X 18'MAX.ROOM SIZE WOOD STRIP *Use fasteners A for internal connection or •Use for vertical mullion or ran beam only! Cannot be Sea,vay Mfgls Eno neering Code Packet does not make any claims about the strsuettiml capacity of the existing structure the sunroom Is being attached to. Therefore,structural capacity Single Span Design:3"Alum/Alum Panel with 16P1rms Single Span Design-6"AIumIUSB/Alum Panel w/Battens ALL MN)SED SURFACES (PITCH ANGLE) *lase os x 1-u4�.ts"O.C.(Faataars Ak pre-drill bores used horizontally tx at�ppott post for as LVL of the founefatatian concrete slab or deck,axis house wall to resist superimposed LDads fiom the sunrootn,atuifor existing mofm'erha to resist su rini sed loads from the To Bc CoTO D wen t •Use erg i jam sup acre.++edfor cr n)g aerator 1a sill&Slidbeaer r. fasteners w for external cection eon *Always pk attaFasch t A. ( ) existing8 n8 Pc Po Span Allowable Ground Wired Uplift Lands Span Allowable Ground Wind Uplift Loads I ( COu.SrOCrc Aly1M, PANEL CAP ♦tnternatlamb suppontt�d for rolling rdjaantlauo Slider •No Screws or sharp opjecticros can penehxte into +For 90mp6 attach using Novaflex 100(Similar to C!). sunroom were not considered in the engineering evaluation herein. Length Snow Load(PSF) Length Snow Load(PSF) 1 ( • • . . auppar, span from sin in the raceway cavity. •For>90inph,notchback 718"oe all Ranges(both ends) HOLLOW INSIDE *Tntunal Jamb tLl muttion mtcJ Y tY' Ito that mullion can be seated into sill&bender and Section A/AA: Section B3 Studio Room:Using Post/Ra0eway Mullions U120 U180 L1240 Pressure Gable Studio U120 U180 11240 Pressure Gable Studio ( ( btUIJ�ON •.•.' •••'^ •else of frdema)Jamb support in lieu ofHwnullion is optional. ' 'Alt Zags screws must have fun thread embedment hlto joist of band board per For GV Studio:Mullions T 173 120 90 121 +120mph+120mph 8' 203 157 119 83 +120mph+120mph I I DETAIL C1 fastened using fasteners R. 4th Pd.Timber Construm,fort Manual. ' *9D-120mph,use(2)#8x5/8"screws(each side),at SIN&2pc header(Fastener A),for upto IT 126 90 67 95 +120mph+120mph 9' 183 135 102 66 +120mph+120mph I I PANEL j „_— — HANGER 'All Taperos must have full thread embedment into concrete. 96.375'spacings. 9' 93 70 52 74 +120mph+120mph W 163 114 86 53 +120mph+120tnph j — — (3)31s-0 X 3` •All fasteners into treated lumber to be hot dipped galvanized(or egivelant), *130mph,use(3)48x5/t3"screws(each side),at sin&2pc header(Fastener A),for upto -- SECTION D:GV CORNER POST SECTION DO:BV CORNER SECTION E:2PC HEAD SUPPORT! &use standard 1/4*0 galvanized waster. 9&375"spacings. 10' 72 56 42 59 +120mph+120mph I V 147 99 74 44 +120mph+120mph I I LAGS,90.130 MPH Secdfan B1: 11' 57 45 34 48 120rnph+120mph 17 129 86 64 38 +120mph+120mph I BOTH SIDES GV Studlo Carter Post 12' 46 38 27 4fl 120mplt+120mph ,3' 113 76 56 32 +120mpkt+120mph I DETAIL C1 For Grandview rooms only;use steel plates under gable post&comer post If 'For GV,90-110mph,use(3)#8xSW screws,each side(FastenerA),at sill&2pc deader,for SECTION C2Jc4 .•. windspeed is>100mph. Otherwlse,use standard IWO steel washerwhh 8'fenestration flanking the comer post 13 38 31 23 33 120tr3ph+120mph 14 99 66 50 28 120mph +120mph *WINDOW FRAME IS SILICONED AROUND PERIMETER,SEE DETAIL C1 GABLE • •. fasteners into slats or deck. 'For GV,120-130m h,use 4 #8x518"trews,each side FastererA,at sill&2 header, r s t/a"sQ,CORNER POST '.'. .'. p ( ) ( ) 14 32 26 20 28 120mph +12 h 15' 87 59 44 25 110Lnph 120mph 'USE NOVAFLEX 100 SILICONE POST REQUIRED IN ALL CONSTRUCTION '.'.'.'.'.' '. '.' '.'. . _ fen•8'fenestration flanking the conger post 15' 28 23 17 24 114m h 120m h 16' 77 51 39 22 too h 110tn h 'REFER TO REPORT-SFAWAY001:SiLICONE BOND 7/81 TY 3�^ . . . . . . . . . Set lion B2&D1Dfl: 31W THERMAL 7Ar TYP. - Fasten maximum 6 lags dlw*under the post For BV Studio Mullions: 16' 24 20 15 21 100m h 100 h 1 T 69 46 34 20 Dhk S 1 Oomph . ** .*. U-CHANNEL , • FASTENER A; *90-110mph,use(3)#BxSIW screws(each side)&post bracket,at sill& -Safety Factors:Shear=10(Wind&Snow),Banding-2b(Snow),2.0(Wlnd) -Safety Factors:ShearK3.0(Wind&Snow),Bendhigu 3.0(wind&Srow) SecdionC4/C5:ClampRaceway,RacewayPos;,ChasmmyHeatfer&Mtdllan 2pc header(Fastener A),for upto tlsec9)1ia�eWSroatcadtpast GRANDVIEW/ BETTERVIEW PATIO ROOMS: STUDIO STYLE ' ' ' ALSO(44O 5l8'' Per NEC 2002,rto objects that could chafe a wire,such as strews,nalls,a bracket to underside of 2pc header, D + Note , General ALSO REFER Double Span Design Notes,Detail F,for abrasive objects,can protrude into the raceway cavity. Must use plastic or nub *120.130mph,use(4)#8x5/8'screws(each side)&post bracket,at sill& OtY TO DETAIL F grommets to each hole thru the alum. 2pc header(Fastener A),for upto 96.375"spacings. Use(12)screws to attach post Span Gr.Snow Loads Ind Uplift Loads Wind UplIft Loads �,c 40.1 i PAN cL DETAIL F -_ - —t— . bracket to underside of 2pc header, Length 3" 6' 3"AlumlAlurn w/i-beams 6"Alum1OSBWum w/Battens pD,_% QtRECT10N SECTION K sECTtON K - - Section E: U120 U120 Pressure Gable Studio Pressure Gable Studio � I15 t 2pc Header GV Gable past,GV Raceway,or BV snow load post can be used with the 2pc BV Studio Comer Post +120 h+120mph +120m +120m h �� ' 1 -1_- t U a,� y head support flex longer spans or greater roof loads. Raceway and 2pc Gable 'For BV,90-110mph,use Internal post bracket,use(3)#Sut518'screws(each side), 12' 93 216 65 mp p 74 ph li � i� z "-'-"T'-"`-A pc>tt are structurally Interchangeable. at sill&2pc header(Fastener A).iir upto t3 fenestration flanking the comer posL 13' 78 200 54 +120mph+120tn h 64 +120utnph+120m h DETAIL-SECTION DETAIL J § ---i--i---=-- i +` 8 U ' ' •90mph,Fastener B not required for single span,use Novallex 100 Attach post bracket to underside d 2pc header using(9)#8x518"screws. I DETAIL L11 SEC ONE � _ ,t 96 0 - _ •91)mph Fastener B.24"O.C.for double sports 'For BV,120-130mph,use internal posibracket,use(4)418x5/8"screws(each side), 14 66 185 46 +120mph+120mph 55 +120mph+120mph I iiif a - a a FASTENERB SEE GENERAL 15' 56 173 39 +120mph+120m h 48 +120 h+12 h 1 �pd1 N B A MOTES(SECTION E) '100rnph,Fastener B,24"O_C.(single&double spans) at all&2pc header(Fastener A),br upto 8'tenestratJon flanking the comer post ) _ _ _ •11 Ornph,Fastener 8,18"O.C.(single&double spans) Attach post bracket to underside of 2pc:header losing(12}#SlcSlB"cams 16' 49 162 34 +12 12 h 43 +12 h+12 h 1 SEC CI-C4 'FASiEta R�swot E 3PNe,to MPF4 Nat Requ4od tote NawMx 1k10 •124m;)kFastenerB,,8"O.C.(single&doublespans) I DETA Nt SECTI NCI-C4 •FASTEWRe:Datu,.Er,PAKsDItowPNtMex'vaWeo.e- •1:30mph,Fastener B,12"O.C.(single&doable spans)'Studio Only Section B3 Gable Room: 17' 43 146 30 +12Umph 110mph 3$ +12Umph+IZOmpb 1. OVERHANG r, p �D UP R AN ETNL NI• I D 'FASTENER a:DOUBLE SPAN•120•130 MPH Use sal-W@ir O.C. For BV Gm 100-120mph:Use post header&post mullions 31O X 31PY POST BRACKET Secr tion H&J: Gable Post:Use internal post bracket,(3)dfWIW each skit(fastener A) NOTES: ( ,t 2PC CORNER POST SECTION 61 DETAIL F:ROOF PANELS *Ali loans in pounds per square faoL 1 Size LVL beams per manufacturer's Instructions using 1.9E or better. Comer Post:Use Internal post bracket,(3)-h[MIT each side(fastenerA). Attach * AFL f 1 sECn c1�5 #8 X 518 24"O.C. A sot x its` 24.O.C.(6 LOCATIONS) Use deflection limit of U120 per 2009 IBC Table 1604.3,footnote H. Other deflection limits W ANEL _ post bracket to underside of 2pc header using(9)#8x5/8"screws.Use(3),#Sx5/8" S1;: l SECTI N CI-CS each side(Fastener A)to connect t header to u-channel at comer post we Nr reference only.^ " ., j f DIRECTION SE.C71 D/DD OR WI N SPEED B, AND ROOM SIM A m FAst ENER WALL HANGER Detail F Studio Room: The above data for 3 &6 panels considers shear deflection,but does not consider shear i� *FASTENER B.REFER TO FASTENER For studio room using 3'or 6"parcels,use the following n mrber of Ys"0x4"or 6' Mullions:90-120mph,use kdemal post bmeket&(2)#ftW each tilde(FasfewA)8t SM& creep duc to long term loading. ; SECTIO WDD SCHEDULE Os OR RIDGE BEAM O� screws to attach each roof panel. Each t-beam/Batten has(2}#8x518"Sawn- header. Attach post bracket to underside of 2pc header using(6)iY� lr *Spat Lcngth does not include overhang. K' ` SCff WWD FORD A OF RGQttnt[D LAt -_ -_-- iT SC-CTLON G FOR WINO SPEED ANU ROOM SLZE. •F.4STENElt B 1NT'O CONCttE�TE,Rt2:'t•R TO �a coi'tnecting it to the header or beam.Overhang Is 12'. screws. Adequate ter upto 96.375'spacing. *For double span conditions:double the IJ120 snow load as tabulated in single span table for 1 SECTION AiAA SECTION AIAA FASTENER SCHEDULE FOR NO.OF REQUIRED a . the longest span bisected by the intermediate gleam(ir.its 20'span consists of an g and 12 H(; 'FASTENER B INfO CONCRETE,REi ER TO TAPCONS FOR A7 ND SPEED AND ROOM SIZE, a Slregla Span: Double Span: Double Spotlit For GV @ 100-120mph:Use raceweyfpast header&rt Bons section,double the srmv load for the IT section fiam the Single Span table),Wind uplift loads I �j . ,, ;. ••; ,:•• . _• . FASTENER SCHEDULE Fi1R NO.OF REQUIRED z o Header, Intermediate Beam; t '• :+�: ' +~�' ` '` ' TAPCONS FOR WIND SPEED AND ROOM SIZE. w ONLY(6)LAGS CAN BE LNSFRTED WrMN w W Header, Gable Post:at sill(4j#8x5/8,each side(Fastener A) arc as kisietl.Refer Eo"Delaif J lorwnneclion eltduila Silo LVL per mfg instructions. I At( p+, .- ;+.•,` in 91hnph-1lpanel 90mph-1 tpartef 90mph-i/panel Comer post:at sin&header(3}#8x5i8',each skle(Fastener A), *Allowable ground show loads have a reduction factor of 0.7 for low slope roofs per Section l VARIES :.:. 7•' = THE CROSS SECrtt31T OF THE POST r W x a i DETAIL 83 DETAIL 83 *ONLY(6)1 AGS CAN AF,INSERTED WITHIN I m 09^n. 700mph-!/panel 100mph-1/panel 100mph-1/panel Mullions fa post spacings upto 7225^btwn 9D-120mph,use(3}#Bx518"each side(Fasten 7A ofASCE 7-05; assumes a"cold"and Iron-slippery roof surthec. Ps=0.7CsCcMg p p j!i '.;? ';? `o: TEiH CROSS SECTION OFTtiS POST *FOR BV ONLY.INSERT FASTENERB RMTHE SILICONE Ytr 71�x • *The ab fsnav load, not in,ude loading ing from ,Im1.Q arica r it snow land 0 . USE 1/4*STEEL WASHERS UVW 10(I MI POST BRACKET S" t FROM TNNRR WALL USivG N,LO 11l)mptp-2lparrei f f Orllph-1/pane! f f Omph-2lpanet A)at sill&2pc header.For pod spaclrtgs upto t36.3T5"tTtwn 90-1 2tknph,use(4}#8x518 R *The above data roux not include loading floor+asmbalanced,drilling,or sfiditub M•raw for time '� A STEM.w"sHI:R ac TOP ONLY d ep z 120mph-2/panel 120mph-1/panel 120mph-2lponet each side (Fastener A)at sill&2pc header. s„�m or from the cxisti ighouse rooE DETAIL J:INTERMEDIATE BEAM! o d ' re 0 tO 13Umph-3lpane! 130mph-?Jpanel 1 N •PRE-DRILL LAG HOLES USING t1Ie4"0 BIT. . a "'W x *For exwmal roofcoverings such as asbphalt shingles,subtract 3psf from allowable ground DETAIL B3:HORIZ.&VERT.POST CONNECTION t ATTACH C. BRA USE TO CO1-114 POST': Z Detail I:Post header oontlections •��• '>1011MPH USE STEEL PLATES FASTENER G 9DMPH USE(1}4t87r I-1/4 EACH SIDE E 2PC P W DataB F Gabh Room; •GVIBV Gable 0-100420mph:use(3)4(8x518',each side(Fastener A)tD connect sot°"'loads gr •Allmmhle grand snow lock contentled try either shear,bending or deflection. Rerun 10 General rots too tt01.tPFT,S7SS(4},"11!r1-114 EACH SIDS nP For gable room using 3"or 6'panels,use the following number of'%0x4'or W post/raceway header to u-channel at comer post&house wall. For BV gable use(8)48x5/8" *Asphalt shingles shall only be used on Too(slopes of 2:12 or greaterper R905.22 of 2009 POST BRACKET Notes,DeteH F,fax Qry. . . . 'REFER & DETAIL B3 FOR CONNECTION TO HEADER a o savws to attach each roof panel to header. Each I-beam/Batten has(4#81c518' screws(Fastener B)to attach post bracket at each end of header to vertical extruslon. iRC. Seaway Mfg.recommends a minimum slope 3:12 for application ofasphalt shingles. SLIPS INTO POST F' HEADER&slll *tORI� Ju,LAG SITS DIR CITYUSINU L 1/64.I. TA r` _ ( cormect111g k to the header. Overhang Is 12'. 'GV1BV Studio 100.130mph:use(3)-#8x518^,each side(FasteferA)to eoruleet •Above dote can be used fora ble roof tam ofEnclosed or " *CORNET D T M DIRE CITY 1 C r.ST O HE __ got sys Open stmcDues,and for NOM,A80 WALLS • • • '•' ` . 90 1 pe�st/rae away IlWor to u-Channot at curler post&house wall. FOr 8V s41dt4 Use(8)4W/8' �(Dsed strictures with intmoslope roolk. For Olsen 4mscturmwith morn cox roofs,the *REFER.TO D13tAB,63 FOR CONNI C;ION TO HEADER ' 10)m h--t nel screws Fastener B to attach bracket at each end of header to vertical extrusion• • &SILL p /pe ( ) D merzimum wired speed&spans for 3"&6"panels are:40mph ttt 14',100mph at 13',&t IOmph PA.4.IFRIM A,V-)dxx519-sCRI,wS(RF.FT•7t TO DT- AI1.F.) • 11i3mph-!!panel at 17. •�•�•�•�+ 120mph-2/panel SILL STARTER FA5TENFRA; Wind$Orne Debris Protection: FOUNDATION FASTENER SCHEDULE: SECTIONS B2,C:2,C4,C5 & D/DD(Foundation is screws under each vertical post) REVISION NOTES: (2EFER tO DETAIL O rMstta llmmTnwtndl sRW inR'tOI,7,1.mne eaa.ne t . IRC.w�,axt ` 1-x' p ! FASTENER B REFER TO DCTAiL F shtxNnrramclsaslr,AcnZaM in A3D1,)t,7 of9c 7A09IRC. Aanchmcnt SECTION G:HOUSE U-CHANNEL! Gable Post La Screws '/a"f?3x4'L�a SG=0.47 EX ,C REV A-C:WORK PRIOR TO ENGINEERING o to the sunroom as ralknm APPROVAL Refertn O REMOVE FLANGE 1.Atmehennt;nwaawr,ichipa(lincnraquivahsn)atlmdi*wider TYPYuw�ra., m m .rysP m Foundation FASTENER A pemmekt of each wend(heel ero that the EXISTING HOME WALL 74 REV D:SECTION B2,REDUt'ED SIZE OF STEEL 3 5"xXX"J.Vr1 totem deep 81°�the -+ '� IF 74* ~ -' " r,i FastL•rtcrScltexlulc assemblyftsamttckesndoa A(mchttu.eavodshipausing CONCRETEC"I "' PLATES POST SPACING REVISED usx'2.5"woodsettwsonirccarastbrtwnmatst&VcfdcaE IT 3 3 2 2 2 12 313 3 3 2 12' 3 1 � 1 1 + forgiyoftag FASTENERC 1 ' 3 2 2 2 2 13' 3 3 3 2 2 '!t!,, STUDIO 6 SPAN 718"f(YP) epacbtg as lisecd in Table R3012 12 oIIRC 5LDl1VCi 14' 3 3 14' 3 3 3 3 3 4' 1 4 it¢r'; 14' REV E:SECTION A CORRECTED QTY.TYPO FOR sew. FASTENER D 2 Attach this assembly to the alumiman fiaming of the wnmom using _ a a talal or lb r(4)R%3.5"TEK sacws pertsxk ofOrc woad shed SHEATHNG: A 1 LAGS;3 UNSTEAD OF 6,POST SPACING *GV SturtTiu Millions-90 t2lkTgtlb area(2)ARx51R*ncrrsys(each sldr)nt Kitt&harder(Fustetmer eta a each cad,and the othert wo cvetty spaced.Mneln ahmtld be FOANMI.Tfr"EK 4It 3 1 3 p'j 1 COMMENTS,REMOVED 65 PSF SNOW LOAD A),for lepto 96.373"spacings. SIZE LVL BEAM PER sized so that the FRx3.5•TEK screws penetrate tote the almuai,mta • » lust Omt wmy.im:5 era;xr I.W andlk"and laxiamml hooka,mat OSB/PLYWOOD 9 /A, LIMITATION For GV Studio Comet post:90-110mph,use(3)#8x5/8 screws,each side(Fastener A),at sill MFG LVSTRUCIIONS into due sin caret r to at use / a n concrete at! 4 erne 2' a r REV F.IN GENERAL NOTF-%CORRECT ED TYPO IN &2pc trader,for ttpto 8'fe n"1100 flanking the twnerpost. 3. Atkgmae forwird Van&ti*190mph*sd forwad orodur"1 SINGI Li1DOUBl t?STUB 2 4 .:_at I _..._,..._... ...-- - *BV Swdi*Me Minos:90-7 7(1ani4 vm(3)tier W scew•a feseb side)&post twockext at till,lr 'N Mtemaxllate beam)s required.use a Pao""Host GV post sbtefs, R a,n�ste at t to„ rue 3-�s7.3>`'1` cortatste art tr20m tune 3•R'it'.E2"T DETAIL 1i'•.4T'UDIO,DBL SPAN;40'i()130,RE�Et".T >r'b' >� cAr'Ae►ry of EaosrNo RESU L'I:S FROM SUPPW M ENTARY TESTING THAI' header(Fastener A),for upto 96375*spacings. or BV post to support LVL Locate as dose to the center of the WAu.To RESIST tows A eft m m •Fax BV Studio Comerpost;90-110mph,use intemat post bracket.we(3)Mx5/r screws(each P Wa8, Atu"post to LVL the same as Section H FROM PATIO ROOM WERE NOT 1 1 a ,y ZZ .y ALLOW REMOVAL OF GV L-BRACKETS (DICTAI L side),at sill&2pc header(Fastener A),for npto T fenestration Linking the comer post 'FASTENER B&C coNsmERa o R1 Tllrs ANALYSIS _. .__ B&DETAIL Cl) *Use(9)screws to attach post bracket to underside of 2pe)reader. A 90.100 MPH USE MXWS 018'O.C. •110-130 MPH USE#8X51B' tr O.C. _ ik, REV G:ADDED WIND UPL7<F'P TO PANEL SPAN *Post bracket to be used at each tad of at Vat or Horia post(BV only) ' -�i``'I+);�,,, . I TABLES,MODIFIED WIND SPEED MATRIX 14' *Furenhear wind speeds,see GatetalNoks •FASTENER U MECE20LAM BEAM TYPICAL CONNECTIONS(FASTENER A): ' 1. ' I REV H:UPDATED RACKING TABLE •90.130 MPH USE 1/4"O=LAG SCREW®i2"O.C. •SHEATHING NOT PERMR tEr)BTYVN.CHANNt1A10 STUD 0_±±+_Z_ Z_t_L_Z_ �' •If Intermediate beam is not requeed terminate vertical mutTan at .i t' 7 ~i'�t' N /A REV I: MODIFIED RACKING TABLE,ADDED header. �r IV�i� -TWO ROWS OF 114-0 X 2S'LAGS O ';i 3 l Iai,`' TRANSOhiS TO POST SPACING,CHANCED , f t2"O.C.two DOUBLE WALL STUD. s 2 2 2 2 :j 1g 1 SECTION K:WALL&PANEL HANGER! Q� E,flp ( IF ONLY ONE WALL STUD IS AVAILABLE „ _y .� "; - -..__- _ .. _:^? - LAYOUT UIr ENTIRE SiIEETs MUD1171 L+U SPAN •ATTACH FASTENER ATOP ,Oa, •TWO R01M11S OF1/DOSMLEROW4'g x to For concreto tJOm h ersa '0 a a concroto ot h use 2-/. 12—a F. ru at1,0 Y i, use 3-/,'tbx2°1-✓ r concrete at 12thn h use 3-/:0x2'T t TABLE LAYOUT, ADDED CLAMP RACEWAY C� '' 'For gable room tilde wall vertical mullions on 96.25"spachgs(Exp M.use 2-%"0x4"tag screws for 90-120mph W ADDED PROVISIONS FOR OPEN STRUCTURES, A'-- WALL STUDS 016"O.C.W/1/4"O X T LAGS UP �; "I s TAWALL . 12•o.0 . RF.V d: Added Windspeed convemlon table,moved TO 24'X 14'Wi 12"OVERHANG FOR W- r. i 1 INTO CONCRETE OR BRNCK WALL I10 MPH AND/OR 50PSF GROUND SNOW LOAD. C), `"' l;t Wh3dborne Debris table. eY: - �- .L omer Post Lag m t 4" " = m _-r m •ATTACH FASTENER A&B TO: rd, 0935 � 4 -+ 1 ' -' 2 -' WALL STUDS IF;-16"O.C.W/1/4'0 X 3"LAGS UP 6 -12 3' �2 2 2 2 2 2 12 3 3 3 3 3 3 33 1 3 v 1d 3 3 A• O MPH 1AND�R6 P5FGROUND 120- LOAD. 4'Of j4i�'�' Code Compliance Packet Item: clot dOR- Gt.&,ew Sheet Sunrooms AkumA4nr 1 of 1 7 .11 Aftemate Location Fasterlar A THAN 1 ,USE DOUBLE SPAN Revisions: 'FOR PROJECTIONS GREATER T d 11 16 wtwrecreteat m rue -n a n orebrrcreteat m rue -r. a t!=tnywncra?eat,l_ fi'use',-T�`13x2 rc:nrtcreteat124an It use2-h'@ti;•T v, txtmrmcreteal)3tint•Ir e>se2= "k7zz 1 ATTACH FASTENER/16BTO: PER1615 111811f)'R J WALL STUDS IF>16'O.C.W/114.0 X T LAGS UP *Color coded size limitations based on racking&wind loads on sunroom frame only. Assumes post header&mullintn w/72.25"spacings. Any combination ofwidcr post spacings,addition of tramins,or heavier m..)w loads can restrict sizes further. I TO 24'X 18'W1 IT OVERHANG FOR W Drawn by: - 2250 East 33rd Street 130 MPH AND/OR 65PSF GROUND SNOW LOAD. CAN ORATm SERVICEIV Erie,Pennsylvania 16510 Q Achievable for troth GV&BV t NIA for BV only """""�' NIA for both GV&BV — 8 "THESE INSTRUCTION CAN BE USED TO ATTACH TO AN EXISTItG FASCIA P.E:.Robbins, P.E. Scale: N.T.S. . - Phone:(814)098 2255 . PROVIDED THAT THE LAGS ARE ANCHORED INTO EACH OF THE RAFFER TAILS. 1 T/7 State Route 167 ' fr""`a`""�7 ''t0 Manufacture CO v., ,� 5 44j t3as a5s6 *STRUCTURAL ADEQUACY OF EXISTING FASCIA OR OVERHANG IS NOT 9 rP• eawaymfg.com , . COVERED BY THIS ANALYSIS. Victoria, IL61485 °°',291„20 e109,2012,20t 3 mCytRC 1 . F. . �'T LONU" E S I D E C 11l 1 6 2 0 IHAR L� 0�� �g:. -- � CUTCHOUGUE NY 11935 � � DRAFT 'N' SNAP _ v ARCHITECTURAL SERVICES PROPOSED 21� p ,0 RI VERHEAt7, 0p o� C�O�¢ (651) 655-5a05 ,���, 2 - STORY STORAU" E STRUC" TURE c �G1114 SUBJECT 0¢ SEAL: PARCEL WITH OBSERVATORY O v� �O Q' D ARC ®� GT N ®RMAT ®N GENERAL NOTES - �Q4591� SUFFOLK COUNTY TAX MAP No: I000-83-04-14 1. ALL WORK SHALL COMPLY W 1 TH THE RE51 DENTI AL BU I LD I NC CODE OF NEW YORK, F OF N>v`N 2020 EDITION. GONTRAGTOR SHALL COORDINATE ANY AND ALL INSPECTIONS AS GROUNDWATER MANAGEMENT ZONE: IV REQUIRED TO OBTAIN CERTIFICATE OF OCCUPANCY ON BEHALF OF THE OWNER. 2. ALL WORK SHALL COMPLY WITH THE NEW YORK STATE ENERGY CONSERVATION SITE AGREAGE: 1.00 ACRES CODE. SEE NOTE 5. 3. ALL ELECTRIC, WORK SHALL COMPLY WITH THE NATIONAL ELECTRIC, CODE, p�0 00� DATE: OCCUPANCY (PER I BG 2020) ELECTRICIAN SHALL OBTAIN FIRE UNDERWRITERS CERTIFICATE FOR ALL R-2, ELECTRIC WORK AND SHALL SUBMIT TO OWNER. PROVIDE ALL OUTLETS AND ¢ < 5IMPI 2022 ISSUED FOR SINGLE FAMILY RESIDENCE per' ��� BIDDING AND PERMITS JUNCTION BOXES REQUIRED FOR ALL APPLIANCES, PUMPS, EQUIPMENT, ETC. (� CLIMATIC � GEOGRAPH I G DESIGN CRITERIA (RI BG 2020, R301) GONTRAGTOR SHALL REVIEW SERVICE REQUIREMENTS, ALL LIGHTING, OUTLETS, 0¢� 01-22-2022 REVISED FIXTURES, PHONE JACKS, T.V. GABLE JACKS, ETC. WITH OWNER AS REQUIRED FOR WIND DESIGN FACTOR: 130 MPH THE FULL INSTALLATION AND SATISFACTION OF OWNERS REQUIREMENTS AND I PER TOWN COMMENTS GROUND SNOW LOAD: 30 PSF CODE COMPLIANCE AND SHALL PROVIDE SAME. ARCHITECT IS NOT RESPONSIBLE SEISMIC DESIGN GATEGORY: B FOR ELECTRICAL DES 1 GNS FOR TH 1 S PROJECT IN ANY CAPACITY. 4. ALL PLUMBING WORK SHALL COMPLY WITH THE NATIONAL PLUMBING CODE AND DESIGN LOAD CRITERIA (AS APPLIES) ALL LOCAL CODES. CONTRACTOR SHALL REVIEW WITH THE OWNER THE LOCATION MAC REQUIREMENTS FOR PLUMBING INSTALLATIONS, I NGLUD I NG BUT NOT LIMITED TO AREAS OTHER THAN SLEEPING AREAS: 40 PSF FIXTURES, TRIM, ACCESSORIES, ETC. AND REGUIREMENTS FOR WATER SERVICE SCALE: 1° = 400' STAIRS: 40 PSF (UNIFORM), 500 LBS (CONCENTRATED) AND DOMESTIC HOT WATER. ARCHITECT IS NOT RESPONSIBLE FOR ANY PLUMBING SYSTEMS IN ANY CAPACITY. SUBJECT TO DAMAGE 5. ALL HVAG WORK SHALL COMPLY WITH ARTICLE 10 OF THE N.Y.S. UNIFORM FIRE PREVENTION AND BU I LD I NC AND ENERGY CODE. CONTRACTOR SHALL REVIEW ALL WEATHERING: SEVERE MECHANICAL SYSTEMS WITH THE OWNER FOR THE TYPE OF SYSTEM BEING TERMITE DAMAGE: MODERATE TO HEAVY PROVIDED (I.E. OIL, GAS OR ELECTRIC, HOT WATER OR AIR, ETC.) INCLUDING AIR FROST LINE DEPTH: 36" GOND I T I ON I NG REGUIREMENTS. ARCHITECT 15 NOT RESPONSIBLE FOR ANY HEATING OR AIR GONDITIONING SYSTEMS IN ANY CAPACITY. N 6. OWNER SHALL OBTAIN ANY AND ALL REQUIRED PERMITS PRIOR TO ALLOWING ��; s CONTRACTORS TO PROCEED WITH ANY AND ALL WORK. 7. ALL WORK SHALL BE PERFORMED BY LICENSED CONTRACTORS WHOM ARE 5 3a° 00' 00" E ZONING DATA — AGRIGULTURAL GONSERVATION (AG) EXPERIENCED WITH THE TYPE OF WORK BEING PERFORMED. ALL GONTRAGTORS 25.00' SHALL MAINTAIN LIABILITY INSURANCE AND WORKERS COMPENSATION I NSURNNGE IN CONNECTION WITH ALL WORK BEING PERFORMED ON THE PROJECT. ITEM REQUIRED PROVIDED g_ ALL MATERIALS, SYSTEMS, EQUIPMENT, FIXTURES, ETC. SHALL BE INSTALLED IN .� ��• o0 MIN. LOT AREA 50,000 5F 4&,85O SF* (1.12 AG) STRICT COMPLIANCE WITH MANUFACTURERS WRITTEN SPECIFICATIONS AND MIN. LOT WIDTH 175 FT. 166.51 FT. INSTALLATION INSTRUCTIONS I NGLUD I NG ALL CLEARANCES FOR SERV I GE, ETG. cf. ALL CONTRACTORS SHALL WARRANT THEIR WORK IN WRITING TO THE OWNER FOR MAX. LOT GOVERAGE 20% OF 48,&50 SF 5.24% =2,562 SF A MINIMUM OF ONE YEAR. Oil OR Cf,-MO 5F 10. THE ARCHITECT SHALL NOT HAVE CONTROL OR GHARGE OF AND SHALL N07 BE o o RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TEGHNIGUES, SEG2UENGE5 OR 0 0 o cp MAX. BUILDING HT. 35 FT. 34 FT. PROCEDURES, OR OMISSIONS OF THE CONTRACTOR, SUBCONTRACTORS OR ANY o' _ '�� so MIN. FRONT YARD PERSON PERFORMING ANY OF THE WORK, OR FOR THE FAILURE OF ANY OF THEM �� 5 ^ D&47, (I HAR LANE) 60 FT. 60 FT. TO CARRY OUT THE WORK IN ACCORDANCE W 1 TH THE INTENT OF THE CONTRACT op DOCUMENTS, IN THAT SAID RESPONSIBILITY 15 THE SOLE RESPONSIBILITY OF THE ,e MIN. SIDE YARD 20 FT. 27.3 FT. CONTRACTOR. oo, �' / i k;' ` ' 0 0¢-C 11. ALL EXTERIOR DOORS, ROOFING SH I NC LES, TRIM, S 1 D I NC, ETC. SHALL BE o EXISnNa Ate, �� � o MIN. GONIBINED SIDE YD. 45 FT. 51.0 FT. o,. � EX,tl2IOR REVIEWED AND APPROVED BY THE OWNER. 5, STAI PTO MIN. REAR YARD 75 FT. 168.5 FT. 12. ALL INTERIOR FINISHES INCLUDING BUT NOT LIMITED TO WALLS, FLOORING, TILE, R=25.00' ti+ Lu IT \\ NOTE: EXISTING DWELLING IS APRE-EXISTING, NON-CONFORMING USE. ETC. SHALL BE REVIEWED WITH AND APPROVED BY THE OWNER. 15. ALL MISCELLANEOUS INTERIOR ITEMS I NGLUD I NG BUT NOT LIMITED TO DOGR5, <o \, ��,, \, Z 0 KITCHEN CABINETS,NETS HARDWARE FINISHES �' \ \ TRIM, FIREPLACES, CLOSET SHELVING, ti �, � � � may- � ETG. SHALL BE REVIEWED AND APPROVED BY THE OWNER. �� 6� o;�\ �� ----------------------- 0 �\ — `� � • ry yQ ------ ------ t - � ° T � �j \ • PROPOSED 1,200 5F exls rr lIL LIST O� t�R,�V�I I NC S — V 2-STORY, STORAGE IaweAnor+ (� STRUCTURE w/ OBSERVATORY / DL 10 G TITLE SHEET SITE A-1 FOUNDATION FLAN \, �x" �'� v t- \ / oc4, 2 FIRST FLOOR PLAN A-5 SEGOND FLOOR AND FRAMING PLAN do � A-4 ROOF FLAN PROJECT#: 2022-05 •o, A-5 ELEVATIONS a SEGT I ONS DRAWN BY: ARR 5 1 TE! PLAN DRAWING#: SCALE: 1" = 50' 1. TH 1 S SITE PLAN WAS PREPARED US I NC AS so Op 0� A BASE THE SURVEY DATED 04-22-ciQ BY o �� HAROLD F. TRANGHON JR. P.G. 2. NO PRIVATE WELLS W 1 TH I N 150' OF THE PROPERTY SHEET I OF 6 7"r I CAL fOU�IDATI QN NOTES: rASTENER qc+eABLE A.25rOR 5=1URAL MEMBERS ®U N D T I®N NOT S: �Q,F� 4• :,::, NUMBERFASTENER TYPE CIF NAIL SPACING I. ALL FOOTINGS SHALL REST ON UNDISTURBED 50I L OF 2 TSF JOINT DESCRIPTION FND./ FTC.: ptoor BEARING CAPACITY, SUBJECT TO CONTROLLED INSPECTION. 10" THICK P.G. FND. WALL w/TYP. ANCHOR BOLTS, ON E r�AMINa CONTINUOUS I6"w. x 8"d. P.G. FOOTING; TO A MIN. DEPTH OFN_ P. �` Rafter to Top Plate (Toe-Hal a 3-8d per rafter Celtin as to o late (Tae-naile ) -8d per Dist 2. KEEP FOOTING BOTTOMS WELL DRAINED UNTIL FOOTIN65 ARE 36" BELOW GRADE - ON UNDISTURBED GLEAN GRANULAR Ceilln Jols to Parallel Rnfter CFace-nailed) 4-16d each to Ceilln Joist n s over Partitions (Face-Walled) 4-16d each n IN PLACE, PUMP AS REQUIRED. SOIL w/ MIN. I TON PER S.F. BRG. CAPACITY. REBAR: 2-#5 Collar Tle to Rnfter (Face-Hated) 2-8d per e BARS, EA. WAY 36" O.G., - CONTINUOUS AT TOP d BOTTOM f 'A� Block In o after (Toe-nulled) 2-1 d each end 3. CONSTRUCTION JOINTS IN FOUNDATION WALLS SHALL BE NO OF WALL AND/OR IN FTC. w/ MIN. 3" COVER. RIM oard to after (End-nailed) 2-16d each end MALL.MtAMIN9 MORE THAN 50 FEET APART AND NO LE55 THAN 4'- O" FROM ANY o a e to To fate (Face-nailed) -16d SILL/ er foot o ate at ntersectaons (Toe-Walled) 4-16d Dints - each side PIER. REINFORCEMENT SHALL BE CONTINUOUS THROUGH TYP. ANCHOR BOLTS: •" �..:.. Stud to Stud (Face-Walled) 16d 24' o.c. CONSTRUCTION JOINTS. DO NOT USE HORIZONTAL CONSTRUCTION 2-2"x 6" (or I-2x6 MINJ PRESSURE-PRESERVATIVE-TREATED IN' Header to Header (Face-nalle ) 2-16d 1 o.c. non a es JOINTS. (PPT) SILL PLATE, (PROV. TYP. SILL/WALL TIES, WHERE DR T N SNAP 0 or Bottom Plate to Stud (End-naited) 12-16d Iper EX4 stud REGVJ OVER TERMITE SHIELD AND SILL SEALER w/ $/a"dfa. ARGHI'fEGTURaL SERVICES 3-16d er x ud 4. SLABS ON GRADE SHALL BE PLACED BY STRIP PLAGINQ ANCHOR BOLTS (7"MIN. EMBEDMENT AND 3"50UARE 4-16d er 2x8 s kid METHOD (MAX. WIDTH 30 FT. BY INFINITE LENGTH) WITH CONTROL WASHERS) ® 36"o.G. 4 2&"o4. WITHIN & FT. OF CORNERS 215 ROANOKE ?AVENUE 11 Bottom to e 000r Jost, andIst, End Dist or BlockingMINB JOINTS (SA GUT) MAX. 301- Oil O.G.; CONSTRUCTION JOINTS SHALL AND 12" MAX. FROM EACH END OF SILL PIECE. RI VERHEAD, NY I I ciOl rLOOR rRMA ( acer foot (SAW CUT) LOCATED ALONG LENGTH OF PLACEMENT AND AT ENDS OF COORDINATE PLACEMENT w/HOLD-DOWN BOLTS, AS REGV. /joist o It o me or ider ( oe-naited) 4- er Dist PLACEMENT. TO CONNECT TO 5HEARWALL STUD BRACKETS. (SEE (631) (055-5_d IO5 Bridging to o st C oe-nailed) 2- d each end Btocking to Joist (Toe-nailed) 2-8d each en lockin to t or o ate ( oe-naited) - each block /t I_O II �I DETAILS . ed er trl to Benn (Face-nulled) 3-16d each _Joist `-t- CONCRETE I NOTES: Dist on ed er to Bean <Toe-nailed) 3-8d per Dist SILL/WALL TIES: SAL: Band Joisto 1T C nd-nnite -16 er olst REQUIRED ONLY AT ROOF BEARING WALLS: PROVIDE RDO1'SHMATHi� I. ALL CONCRETE WORK SHALL CONFORM TO AGI 301-aq; 51MP50N G520, (20 Gage), 1 1/4" STEEL STRAP TIES ® 16"oc Ban Jos to Il or To Plate (Toe-Hale ) 2-16 per o s CONCRETE SLABS SHALL BE 5500 PSI STONE CONCRETE; ALL (AT EA. STUD w/MIN. &- 8d NAILS, EA. END) WRAPPED UNDER Structural Panels Bd 6' ed e / 6' field n onal BFq-a­­ra--SFe—Qth1nQ EXTERIOR CONCRETE WORK SHALL BE 4000 PSI AIR-ENTRAINED. 4 UP INSIDE FACE OF SILL, CUT TO LENGTH AS REQ'D. (SEE 1'x6' or 1'x8' 2-8d 1per su ort A SLABS ON GRADE SHALL BE NORMAL WEIGHT CONCRETE. DETAIL) 1'x10' or wider - d er ski ort f=[L.INB SHFATHINs 2. ALL REINFORCEMENT SHALL BE DEFORMED TYPE �(�GRE�ARC A-3 HOLD—DOWN BOLT: i Gypsum Wallboardd coolers 7' ed a 10' field p INTERMEDIATE GRADE NEW BILLET STEEL GONFORMING TO A5TM ��tICHgR KALLSHGATHN 8" POURED CONCRETE A-615 GRADE 60. SIMILAR TO TYP. ANCHOR BOLT, EXCEPT SPACED AS REQ'D. ruc urn Panels —edge / 12' field TO ANGHOR SHEARWALL 5EGMENT5. (SEE 5TND. DETAILS). Iberboard nnets FOUNDATION WALL - 3. TEMPERATURE REINFORCEMENT, SPLICES, SUPPORTS FOR CONTRACTORS MUST COORDINATE PLACEMENT OF ALL BOLTS 7/16' 6d 3' ed a 6' field — ) r; REINFORCEMENT SHALL CONFORM TO REQUIREMENTS OF AGI-318 1 pp��,, � BEFORE GONSTJ TO INSURE ALIGNMENT OF BOLTS � STUD : 2 /32' d 3' edge / 6' field —0'—(/" AFF BRACKETS. OPTION: (INSTEAD OF HD2A's 8 BOLTS): USE ✓� r GvDsum Wallboard 8 coolers 7' ed e / 10' field - - - - - - - - 4. CONTINUOUS REINFORCEMENTS SHALL BE LAPPED 48 STRAP TIE HOLDOWN, SIMPSON STHDIO EMBEDED IN FND. HALL a Ua Hardboard Bd 6' ed e / 12' field --- - - - - - - - - - - - - - - - - - - -- - - - - --- - - - - - - - - - - - - - - - - - - _ ParticleboardPanels 8d edge 1 letd F - - - - DIAMETERS AT SPLICES AND CORNERS AND HOOKED AT NON- 4 EXTENDED UP OUTSIDE FACE OF WALL AS REOV. [SEE �� 045916 y0� Diagonal oar Sheathiri I e < , a I CONTINUOUS ENDS OR EXTENDED 24 BAR DIAMETERS UNLESS FLOOR PLAN FOR SHEARWALL 5E6MENT51. �F OF NE`� 2- d er ski ort °: ° ° ° OTHERWISE NOTED. DETAILING OF ALL REINFORCEMENT SHALL 1'x6' or 1'x8' <° e ° r 3-8d er ski ort a .a° " 4 a ° . •. a . <• < . • ° °. .e. rLooeSHEATHINS I <° ° . s ° I BE IN ACCORDANCE WITH AGI 5P 66 ( ) GONGRETE: trucurn anes I - -- - - - - - --- - - �--+10" - - - - - - - - - - - - - - - - - - -- - - - — — — — — —— - - - -a- ° ;• I 8 ALL CONCRETE TO BE STONE A66REOATE, WITHAMINIMUM - 8 8d 6' e e / 1 ' f eld 5. PROVIDE TWO #6 ALL SIDES DES FOR OPENINGS I N CONCRETE t tan loci 6' edge / 6' field I I (28 DAY) STRENGTH OF 3000 PSI, EXCEPT USE 3500 P51, a onal Board Sheathln I = WALLS UNLESS OTHERWISE NOTED. EXTEND BARS 2'-0" BEYOND FOR ALL EXTERIOR USES; INGLUDING GARAGE SLAB, ETC.1'x6' or 1'x8' - per suppor I AFF ,� „ < _ x or wider - per supportI 0 IC x8 POURED I OPENING; HOOK ENDS. I I SHEARWALL SEGMENTS: p,4-�; RoorsHlNOLI-s l I —I GONGRETE FOOTING, I I 6. PROVIDE SLEEVES AND BOX OUT FOR OPENINGS FOR PROVIDE 5HEARWALL5 PER GODE;2 AT ALL GORNER5 OF Gatv,stl.,min.12 ga. shank w/a m1n.3/8'dla.head. fastener shall penetrate I I i l ) KEYED IN TO I .eg MECHANICAL TRADES. OPENINGS SHALL BE PLACED SO AS NOT BUILDING, WITH A MAXIMUM OF 25 FEET BETWEEN SEGMENTS. 05-ICI-2022 ISSUED FOR Asphalt roof shingles through the roofkig materints and n min of 3/4'kilo roof shenthhg and shall roof manufacturer and rovMe mo less than 4 fasteners per str� TO AFFECT THE STRENGTH OF STRUCTURAL MEMBERS. STANDARD SEGMENT: Y2" PLYWOOD, EXTERIOR Y2" G.W.B. B I DD I NC ,4ND PERMITS rNalhg requrements are hosed on wall sheathing ratted 6'on center at the panel edge.If wait sheathing Is nailed l 1 FOUNDATION WALL I 1 INTERIOR, 4' WIDE x HT. OF WALL W MINJ NAILED TO WALL 3' on center at the pane•1 edge to obtain higher shear capacities,making requirements for structural members STUDS ® 16"OG, w/ DBL. STUDS AT EDGES. USE 8d NAILS shall be doubled,or alternate connectors,such as shear plates shalt be used to maintain the fond path I I .e I 7. BEFORE PLAGING CONCRETE, CONTRACTOR SHALL SUBMIT FOR 6"oe AT EDGES d 12"oe IN FIELD. ANCHOR EACH SEGMENT TO=When wall sheathing Is continuous over connected members, the tabulated number of nails shall be permitted t 0�-22-2022 REVISED o be l I I I REVIEW A COMPLETE 5EQUENGE OF PLAGING SCHEDULE. FOUNDATION w/ SIMPSON HOLD-DOWN BRACKETS g/8" BOLTS AS REQ reduced to I-16d null per foot. 'D. - INSTALL ALL HARDWARE AS PER MFR. SPECS. AFER INDICATING ALL GONSTRUGTION JOINTS, TIME SCHEDULE, AND TOWN COMMENTS ° GUARANTEE OF CONTINUITY OF CONCRETE SUPPLY. [S ALSO, TYP. HOLD-DOWN BOLT NOTE 4 STANDARD I I I I I ° I I I ° I rB A-3 •° I I 1 A-3 I I I I- 11 I I NOTCH RR F/ EX 1 ST I NG I I (O I_ p, I I I I 5HEATHi NG EXTERIOR I I 10 1_g 11 CJ 1 STAIRWELL TO BASEMENT - 16"x16" GMU PIER I GROUT SOLID W/ — — I _I TYP. ROOF. TIES: ° ° 1 (4) #5 BARS r j = I . I I �- 51MP50N "H7Z° z1-o1 I CONNECTORS ® IrbilIrbilO.G. U.N.O. ► a e j (v ("B1 24"x24"x48" - 1 I _ EJ,500 PSI GONG. I I N I I DOUBLE TOP PLATE A-3 I FOOTING. BARS a ° I I TYF I GAL R®O CONN. FROM PIER TO i - BE BENT IN I I SCALE: I = I —o 11 51MP50N LSTA 30-186A. 1 I I RIDGE STRAPS AT EA. I 1 I HEADER -w FULL HEIGHT RAFTER. p„ STUD OR ° ` 1 UNEXGA\//ATED I I 2"x4" COLLAR TIES AT i l l I HEADER TO STUD: 16" O.G. �" DOWN 1 N I E I^' 4" l I F.C. SLAB w/ 6 I I X (b 11_ #1 O I a i JACK STUDBY I I OD AS E L I NQ STENERS CONNECTOR BETPqEEN JOISTS.1 G AND I6 °, WWM REINF. FITGH DN TO O.H. eQ . ° ' 1 DOOR, PER GODS, ON I PLNDOW SILL + + + + m 1 UNDISTURBED GLEAN GRANULAR STUD TO PLATE: l.l--I SOIL AND/OR GOMPAGTED FILL AS I I 5IMP50N "HDU5" UPLIFT Z — -A CONNECTOR W/J" DIA. lu < OL < I NEEDED. 1 ° I TYPICAL AT CORNERS OF BUILD1 ° I SHEA IN6 ANDRWALL . AT ENDS OF 7 I I C A L R I D O D TAIL O °^ I 1 ° BOTTOM PLATE L O SCALE: I" = 1'-0" t" < ® — I '---EXISTING t GONG. I 1 W M WALL OF = I 1 R j M I OPEN TYP. ANCHOR BOLT: ,^ O EXTERIOR I �I I II tL I 5/5"DIA. 4&" O.G. v O Q i -O -8 AFF -O -8 AFF I I SCALE: 1° = 1'-0" COORDINATE PLACEMENT z � � Z STAIRWELL I W/HOLD DOWN BOLTS. VERIFY ° L-- - --- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --- - - - - - - - - - - - - J ° I BOLT TYPE,EMBEDMENT,REBAR IL ETC. BEFORE CON5TRUGTION -A — O . , jA_ A %* I 14' x 18 GAUGE STEEL �- GOLIED STRAP WRAPPED - -- - - ---- - -- - - - - -- - - - - - - - - -- - - -- - -- - - - - - - - - - - - - - - - - - - -- - - - - - - - - -I UNDER SILL AND OVER EACH STUD W/ 12" MIN. STUD BEARING. NO. 0518 1- _ z BY 5I MP50N v W A-3 I_�f II �f I_� II I_O II �f I_� II I ►_�f II I- " x 18 GAUGE • - z STEEL GOLIED PROJECT#: 2022-05 G STRAP NO. G518 TYP. FND. / FT6.TYP. FLOOR GRADE BY SIMPSON a A-3 2 �i`t I_O11 JOIST UNDER J0I5T(12" EXP. JT, ° PITCH FINAL GRADE DRAWN BY: ARR END LENGTH) 16' AWAY FROM WALLS TYP. O.G. BOX BEAM. ° 13 z DRAWING#: f®UI ��ATI ® I � PLAI MATGHFJ a. • •FRCF05Er;� J� 2" "x4 SG,4LE: 1/2" _ I I_O II KEYWAY d ad LO®R T® L®®R G®NN. A - 1 TY I GAL F0071NO DATA 1 SCALE: I" = P—O" SCALE: I" = I'—O" SHEET 2 OF 6 �rYy . 4 4 I. DRAFT 'N' SNAP ARCHITECTURAL SERVICES 215 ROANOKE A\/ENUE RI VERHEAD, NY 11 clO I (631) 655-3�103 SEAL: TYPICAL WALL GONSTRUGTION A VINYL 51DINO TO MATCH EXISTING A_3 • I I NC WRAP �p�ED Agcy 5/4" PLYWOOD SHEATHING Ric • x6 t NEW 3'-O"x6'-8" 1/2" PLYWOOD SHEATHING INTERIOR DOOR 111461 0459�6 QQ` O4 NArO I I I I I I I I UP I I i I I I I Q I DATE: I I I I I I l 11 I 05-I q-2022 ISSUED FOR 81 DD I NC AND PERMITS AO'7-22-2022 REVISED FFER TOWN COMMENTS 15 N1=W HOOD STAIRS; 20R (1-1/4"), ICfT (10") N G FINISH FLOOR: +0'-0" A SRAM 1 N� NOTES : I. ALL FRAMING LUMBER SHALL BE GRADED STAMPED DOUOLA5 21' ' " I - IO '-P>" 2 ' FIR-LARGH STRUGTURAL GRADE NO.2 OR BETTER. AdooIO 8 .011.1 2. ALL SHEATHING TO BE APA RATED, EXPOSURE 1. 5/8" MIN. THICKNESS OR AS NOTED. 177777 16"x 16" GMU PIER 0 3. ALL SUBFLOORI NC TO BE APA RATED STURD-I-FLOOR. GROUT SOLID w/ r -— _ _I EXPOSURE 1. 5/4" MIN. THICKNESS. ALL EDGES OF PLYWOOD TO (.4.) #5 BARS I �- BE SET ON SOLID BLOGKING. GLUE AND NAIL PLYWOOD STORAC SUBFLOOR TO FLOOR JOISTS. - (� AREA 0 PSI ONG. B 4. ALL HEADERS 6'-0" AND OVER SHALL BE SUP A_3 - 3,500 _PSI GONG. I - � �� PORTED WITH A-3 DOUBLE UPRIGHTS, Q -O AND OVER WITH TRIPLE UPRIGHTS. ALL FOOTING. BARS - - __ HEADERS SHALL BE A MINIMUM OF 2-2X8 OR AS SHOWN ON FROM PIER TO ► DRAWINGS. BE BENT IN STORAGE �- NJ FIN15H FLOOR: +0'-10" AREA 5. SOLID BLOGKIN6 SHALL BE PROVIDED FOR ALL JOISTS AND - --- - - - - - -- A 8�0" O.G. FLOOR BEAMS AS PER N.Y.S.N Y S CODE OR AS NOTED I I 1 PROVIDE 2 AIR SPACE FOR AIR GIRGULATION IN ROOFS. EXISTING I I 1 6. DOUBLE FRAMING AROUND OPENIN6S(5k II hts,stairs etc.) OR AS I EXTERIOR I i I y 9 STAIRWELL TO.. NOTED ON DRAW I N65. BASEMENT 4" GOi�G. SLAB © 13,000 I I I -7. DOUBLE UP FRAMING ON ALL POSTS AND PARALLEL PARTITIONS I I PSI 1 I OR AS NOTED ON DRAW I N65. tu (� 1 I I I 8. ALL FLUSH WOOD GONNEGTIONS SHALL BE FASTENED WITH Z — I I I I I RATED GALVANIZED METAL CONNECTORS BY "SIMPSON" OR l I < }- 0- APPROVED EQUAL. —1 z z i I I I I I I 1 q. PLYWOOD SHEATHING TO BE NAILED W 1 TH 8D c9 4 O.G. O I I I I EXTERIOR EDGES AND 6D © 12" O.G. INTERMEDIATE. tL p I 1 1 I ,n — I 1 I I 10. ALL ROOF RAFTERS SHALL BE ATTAGHED TO THE PLATE AND V 0 I- Q I I I STUD WITH GALVANIZED HURRIGANE TYPE H7 GONNEGTOR5 BY N In I i 1 I "SIMPSON" OR APPROVED EQUAL. �O O NEW q'-O"x8'-O" O.H.D. NEW Q'-O"x8'-O" O.H.D. II. ALL PRE-ENGINEERED LUMBER SHALL BE "TRUSS JOIST" TJI EXISTING GONG. SERIES WOOD-I-BEAMS AND LVL PRODUGT5 OR EQUAL. ALL WALL OF JOISTS, GIRDERS AND HEADERS SHALL HAVE BEARING EXTERIOR STIFFENERS INSTALLED AS PER MANUFAGTURERS „ , „ STAIRWELL i i, i i i i i it REGOMMENDATI ONS. WEB STIFFENERS SHALL BE REG2'D AT ALL 0 J --I 1 -� -�J 2 -O -� I -� LOAD AND BEARING POINTS AT A MINIMUM. A SINGLE 1-3/4" LVL a✓_ RIM J015T SHALL BE REO'D AT FLOOR PERIMETERS. HANDLING,STORAGE, AND EREGTION OF GOMPONENT5 SHALL BE AS PER A MANUFAGTURERS REGOMMENDATION5. PROJECT#: 2022-05 G A_3 A-5 12. ALL MULTIPLE LVL PRODUCTS TO HAVE 2 ROWS OF 1/2" DIA. DRAWN BY: ARR 24'—O" MAGHINE BOLTS @ 12" O.G. _ 13. PROVIDE FIRE5TOPPIN6 AT ALL LEVEL PENETRATIONS. DRAWING#: FRCF05Er�) F I RST FLOOR FLAN (rp-I Si) 14. BRIDGING TO BE PROVIDED FOR ALL JOISTS AND FLOOR SCALE: I/2" = 1 '-0" m BEAMS, 5PAGIN6 NOT TO EXGEED 8'. N SHEET 5 OE 6 (2) 16" TGi FRAMED AT O'( � STAIR LANDING ` II DRA1=T 'N' SNAP _:_ _•_._•_:_•_•_:_•_ _ _•_ —�(2) ib" TGI GIRDER ARCHITECTURAL SERVICES 215 ROANOKE AVENUE N RI VERHE,AD NY 11 c101 16" TJI ® 12" O.G. (631) 655-3Q03 4x4 POST -� m SEAL: (2) 16" TGI GIRDER N fE33 16" TJI @ 12" O.G. 4x4 POST O — �p;ED aRcti A-4.2 ---------------- r- - - - - - - - - - --- - - - - - - - - - -- - - - - - - - - - - - - - - - - - -- - _- - - - - - - -� If ""'il E---(2) I6" TGI LINE OF OVERHANG ABOVE [4 +` i „ „ 1I I1 4x4 POST GIRDER * ` (v 16 TJI � 12 O.G. 16" TJI © 12" O.G. N � 0 59A�yOQ Z of Nrn O I I (2) 16" TGI GIRDER - -n I 1 PLATFORM ABOVE (�I { 1 I DN O I 16" TJI @ 12" O.G. DATE: rn l I 1 I I 05-I -2022 ISSUED POR -i�U l I m I m _ _ (2) 16" TGI GIRDER S 1 DD I NG AND PERMITS > I I I -•- _.- -._._ _ -.-_ _ _ _ _ _ nl 1 0'7 -2022 REVISED > 1 1 I 4x4 POST 4x4 POST APER TOWN COMMENTS u I PROVIDE HANDRAIL 1 N 1 { 1 MIN. 32" TO CODE I I = rn N 8"x8"A 12" HHS TUBE, I 16 TJI © 12 O.G. 1-1WELDED TO 1/2" PLATE I I I d) G ANGHOR BOLTED TO - -1 A_3 GMU PIER BELOW NE WOOD STAIRS; 13R -1/4"), 12T (10") m I \Q) NEW CUTTER i I 1 I O I I UP 1 I PR01/IDE HANDRAIL j m I SECOND FLOOR f'RAM I Ne PLAN _ - _ - - - _ - - - - - - - + - _ _ MIN. 32" TO CODE I i SCALE: 515" = I'-O" i O I 1 i rn 1=RAM I NZ, N07E5: rA-) I J PLYWOOD ( I. ALL FRAMING LUMBER SHALL BE GRADED STAMPED DOUGLA5 VA-4.1 11- FLOORING OVER A-4.1 FIR-LARGH STRUCTURAL GRADE NO.2 OR BETTER. FIN FLOOR: +12 -1 I 28 x28 PLATFORM = I O i x 1 FRAMED FRAMING O 1 < 2. ALL SHEATHING TO BE APA RATED, EXPOSURE 1. 5/5" MIN. OPENING IN I ( XI THICKNESS OR AS NOTED. I AGGESS LADDER j PLATFORM \1Q) 1 > 3. ALL 5UBFLOORIN6 TO BE APA RATED STURD-I-FLOOR. TO TOP OF I ( (�j EXPOSURE I. 3/4" MIN. THIGKNE55. ALL EDGES OF PLYWOOD TO TELESGOPE PIER FRAMEb PLATFORM BE SET ON SOLID BLOGKING. GLUE AND NAIL PLYWOOD I 1 FIN FLOOR: +-7'-10" i SUBFLOOR TO FLOOR JOISTS. (AT SECOND FLOOR) O { 4. ALL HEADERS 6'-0" AND OVER SHALL BE SUPPORTED WITH I I I rn DOUBLE UPRIGHTS, Q'-O" AND OVER WITH TRIPLE UPRIGHTS. ALL 1 HEADERS SHALL BE A MINIMUM OF 2-2X8 OR AS SHOWN ON 1 I I DRAWINGS. 5.r r i r 1 r r 1-5 r r r r r I SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS AND l m -5 I/2 I O 1- -5 112 2 -O 1 FLOOR BEAMS AS PER N.Y.S. CODE OR AS NOTED ® 8 O O.G. *01 1 PROVIDE 2 AIR SPACE FOR AIR CIRCULATION IN ROOFS. — O:z Z A 1 I rr I 6. DOUBLE FRAMING AROUND OPENINGS(skylights,stairs etc.) OR AS tu < O 1 i NOTED ON DRAWINGS. -J 7 I PLYWOOD FLOORING OVER � _ _ FOOR FkAM I NC N i 1. DOUBLE UP FRAMING ON ALL P05T5 AND PARALLEL PARTITIONS 1 \ I OR AS NOTED ON DRAWINGS. mi 1 1 m I W_ _ z I I 8. ALL FLUSH WOOD CONNEGTION5 SHALL BE FASTENED WITH _I I RATED GALVANIZED METAL CONNECTORS BY "SIMPSON" ORtL I = I APPROVED EQUAL. N v i I In o cf.. PLYWOOD SHEATHING TO BE NAILED WITH &D ® 4" O.G. J � EXTERIOR EDGES AND 6D a 12" O.G. INTERMEDIATE. , \ z I ADH3050 ADH3050 = 1 10. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE AND N I STUD WITH GALVANIZED HURRICANE TYPE M CONNECTORS BY L- - - - - - - -- - -- - - - -- - -- - - --- - -- - - - - - - - - - - -- - -- --- - - - - - - - - - - - --- - - - - - - - - -1 "SIMP5ON" OR APPROVED EQUAL. v LINE OF OVERHANG ABOVE w 11. ALL PRE-ENGINEERED LUMBER SHALL BE "TRUSS JOIST" TJI O SERIES WOOD-I-BEAMS AND LVL PRODUCTS OR EQUAL. ALL JOISTS, GIRDERS AND HEADERS 5HALL HAVE BEARING (L STIFFENERS INSTALLED AS PER MANUFACTURERS E3 RECOMMENDATIONS. WEB STIFFENERS SHALL BE REG'D AT ALL G LOAD AND BEARING POINTS AT A MINIMUM. A SINGLE 1-3/4" LVL PROJECT#: 2022-05 A-4.2 RIM J015T SHALL BE REO'D AT FLOOR PERIMETERS. HANDLING, A_3 STORAGE, AND ERECTION OF COMPONENTS SHALL BE AS PER MANUFACTURERS RECOMMENDATIONS. DRAWN BY: ARR 12. ALL MULTIPLE LVL PRODUCTS TO HAVE 2 ROWS OF 1/2" PIA. MACHINE BOLTS ® 12" O.G. DRAWING#: PLAN FRV ® !BECON:;�5E:Z� ®®� 13. PROVIDE FIRE5TOPPIN6 AT ALL LEVEL PENETRATIONS. SCALE: 1/2" = I '-O" 14. BRIDGING TO BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS, 5PAGING NOT TO EXCEED 8'. N SHEET 4 OF 6 T � DRA1=T 'N' SNAP ARGHIT'EGTURAL SERVICES DOME BASE CONSTRUCTION 215 ROANOKE AVENUERI VERHEAD, NY I I�f 01 • PROVIDE ALUMINUM FLASH I NC AT ROOF EDGES • EPDM ROOF MEMBRANE (651) 655-5CI05 • IGE+WATER SHIELD UNDERLAYMENT 3/4" PLYWOOD DECKING B TYPICAL ROOF CONSTRUCTION SEAL: 1 2x10 DOME PLATFORM FRAMING @ 12" O.G. A-4.2 30-YEAR ASPHALT SHINGLES • 2x 10" RIM JOISTS AT TO OF WALL PERIMETER IGE+WATER SHIELD UNDERLAYMENT • 3/4" PLYWOOD SHEATHING I/2" PLYWOOD SHEATHING • 2x6 FRAMED WALLS AROUND PERIMETER • 2x I O" NOMINAL FRAM I NG � 16" O.G. � ED AR • (5) 2x12 FRAMED OPENING • PROVIDE COLLAR TIES 16" O.G. a`cHgRO T od{5y,y'r' 459A� yOQ DS 1 1 6" ALUM. GUTTER Cl NEXDOME 8'(P PREFABRI GATED I DATE: OBSERVATORY - DOME I 05-ICI-2022 ISSUED POR RING SIDDINC AND PERMITS II II I I 01-22-2022 REVISED I x10'-5" FRAMEDI PER TOWN COMMENTS BASE FOR OBSERVATORY DOME; EPDM ROOF I NC MATERIAL AT TOP OF BASE G I 1 I A-3 I I I I I I I I I I I I I I 12 112 ci I I = ('A I I rA VA-4.1 I I VA-4.1N I I i I i I i I I 1 I I I m tu Z Z til < 2XIO" R.R. © I C" O.G. L it_ V w 28'-O" cz IZ PROJEGT#: 2022-05 A-5 DRAWN BY: ARR DRAWING#: FRCF05E� RCC� FLAN (&cc sf) SCALE: 1/2" = I'-0" m SHEET 5 OP 6 00 TELESCOPE;MOUNT TO BE I WELDED PLATE INSTALLED ON TOP OF HI TUBE SECTION T.O. DOME T.O. DOME lo'-5"xIO'-5"FRAMED PREFABS 8'm 11 NEXDOME 8'm +34'-O" PREFABRICATED +34-0 PREFABRICATED B°`'E FOR OBSERVATORY-DOME d OBSERVATORY-DOME d OBSERVATORY DOME: RING RING _ = EPDM ROOFING MATERIAL AT TOP OF b'WA/2'HH5 TUBE, I BASE WELDED TO 1/2'PLATE 10'-5'xlO'-5'FRAMED I d ANCHOR BOLTED TO BASE FOR OB5ERVATORY DOME;EPDM ROOFI NG ACCESS LADDER GMU PIER BELOW s- '✓' MATERIAL AT TOP OF BCE T.O. RIDGE T° O P'� T.O. RIDE TO TOP OF EXISTING HOUSE BEYOND } " -? +2q'-4" 2xI2 RIDGE 2x12 RIDGERAFTE 30 YEAR ASPHALT WIITH COLLAR TIES® -- — 12N SHINGLES,COLOR TOOOF FINISHES TO MATCH 0 Roof EXISTING � MATCH EXISTING HOUSE I6'O.C.OG6 ROOF AND WALL FRAMIN6 r2RA��G-nJIRAL 5 RVG ES 2x10 RIDGE TO TIE IN TO EXISTING HOUSE;ROOF PITCH 2xa R.R.O VENTED O 2 ROU4NOKE AVENUE SOFFIT16- O.G. NEW GUTTER TO TIE IN TO 2x6 C.T o 16" EX15TIN6 GUTTER R I VERHEU4D, NY I I�f 0 I O.G. (631) 655-3a03 — — — BOARD FASCIA SEAL: I _ VENTED VINYL VENTED VINYL SOFFIT SOFFIT 6'ALUMINUM GUTTER WALL FRAMING TH15 AREA STAIR; •D : �tLDI G PIRAT �D Al PO MATCH EXISTING 13R(7-1/49 _ 1/2'PLYWOOD SHEATHING Gj�` RIGHA 12T(101) 2x4 NOMINAL FRAMINGFRAMED \ J� 5/4x12'FASCIA PLATF ��� B I I � 112"PLYWOOD SHEATHING INTERIOR OARD 51-011 NEW 2x10 FRAMING TO BE SISTERED IN TO EXI5TIN6 j HOUSE FLOOR FRAMING � �atuu cP) 459A 0 Q, III >\/\ - - - - - - - - - - - - - o \// /�\SEGOND FLOO SEGON FLOOR EXISTING 9T OF NE`�y 4'LEADER FOR +12'-I" +12'-111 ,�\j�\/�\j�� EXTER5TAIRHIOR _ j�j\\//\//\\//\\jj�/\\\�� ��//� GurTER NEw a'-o•xa'-o'o.Hn. I I NEW WOOD STAIR; \\ LL \ — — — — — — —— IqT 20R(7-(10')I/4") TYPICAL WALL CONSTRUCTION / VINYL SIDING TO MTGH EXISTING \/� 16'TJI O 12.O.G. -ram 28•x25'FRAMED • BUILDING WRAP ' // // // // / / / / / DATE: E: OPENING IN PLATFORM 2x6 NOMYWOOD SHEATHING \ \\//\INAL FRAMING \ d VINYL CORNER 1/2•PLYWOOD SHEATHING INTERIOR /\\//\\//\\//\\ \• -:r //\\//\\//\ � 05-I�I-2022 155U�D FOR \�/,\�/\ B I DD I NIS ANIM PERMITS TRIM VINYL SIDING TO MATCH I — I N \/\\//\��\�/��/��//\��\�/\/�/�/��/��/ O 1-22-2022 REVISED EXISTING HOUSE I I l4 SOCM LID jr- __—_1 i / \ \\j/��/ jj ///�//j//� I PER TOWN COMMENTS ——#5 11 THROUGH PRESSURE TREATED SILL O 36"O.G. IIL—�- - -all 4'CONGRETE e: I ®l SLAB O 3,500 I I #E I�`I — — SCALE: 1/4 = I _011 • FIRST FLOOR FIRST FLOOR +01-011 \ \ \\,\\ \ \,�\,\ \ " \\/\\/\\/\/��/i�/��/\/\/\/\/ \�•\\ \. \i\\ \ \\ \\ x//� '..• \/// 3So�0 51CONC. \ /\\/\,; /\\ \\: a"GONG. \ \\ .'. \\. FOOTING.BARS// \/j�\\ T.O. FOOTING X. �0 3 \/ - \ BEB FROM ro �// — — — — — —— — — — — — — — — — — — — — — — — — — — \\�� \\/\\�/ FOOTING O ✓TL \ 7I N .5CALE: 1/4" = 1'-0" IDOME BASE CONSTRUCTION T.O. DOME _ PROVIDE,q�INUM FLASHING AT ROOF EDGES T.O. DOME NEXDOME&V + 4'-O" • EMM ROOF FetiBRANE +54'-0" PREFABRICATED 3 ICE+WATER SHIELD UNDER BASE LAYMENT 1ASE FOR FRAMED O OBSERVATORY-DOME d 3/4'PLYWOOD DECKING RING - 2x10 DOME PLATFORM FRAMING O 12.O.G. EPDMOBSERVATORY DOME _ 2XIO"RIM JOISTS AT TO OF WALL PERIMETER TE ROOFING MA FRAMED 'PLYNOOD SHEATHING BASE BASE FOR+OBSERVATORY �I 2x6 FRAMED 3WALL5 AROUND PERIMETER MATERIAL AT TOP OF DOME;EPDM ROOFING (3)2x12 FRAMED OPENING MATERIAL AT TOP OF b"x6•xl/2•HH5 TUBE, BASE T.O. RIDGE WELDED TO 1/2'PLATE T.O. RIDGE +29'-4" -PIER BEELBWLIED TO GMU +2a'-4" TYP I GAL NOTES: ACCESS LADDER / � TO TOP OF TELESCOPE PIER AINDERSEN ATGTMO EXT. WALL: WINDOW.SILL HT.q'-O'AT TYPICAL ROOF CON5TRUCTION 2"xb" STUDS ® I6"o.c. (10' HT. ® ist FLR. -1'-7" HT. ® 2nd FLR.) SHEATHING: •SECOND FLOOR ICE+WA-YEARER �PH \UNDERLAYMENT 4r - PLATFORM CONSTRUCTION 1/2" MIN. GDX PLYWOOD, EXTEND TO COVER FULL TOP, SOLE 4 SILL PLATES. 12 12 • 3/4'PLYWOOD SHEATHING 12 • 1/2"PLYWOOD SHEATHING THEN COVER w/ 15 LB. FELT or TYVEK W.P. MEMBRANE (OR EQUAL). VERIFY a a Q •• 2PROV DE FRAMING TIES o 16'O.G. � a CI HANGARS ASAS REQUIRED � 5IDING/REQMT5. 4 ALL FINISH TRIM (A5 APPROVED BY OWNER). 30 YEAR ASPHALT ly • 2xa RIM JOISTS o PERIMETER OR TO MAITEXISTING HOME ol HANDRAIL MIN. 4x4 POSTS AT CORNER5 ROOFING: U (3) 2xi2 1 — — — — �32!•To CODE ARCHITECTURAL GRADE (MIN. 30 YR. RATING) ROOF SHINGLES (AS SELECTED 12 .o BY OWNER) OVER 15 LB. FELT 4 1/2" MIN. GDX PLYWD. 5HEATHIN6. USE 6 6"ALUMINUM c1 ® OPENING v® NAILS PER 5HIN61 E d PROVIDE ICE SHIELD UNDERLAYMENT AT FIRST 24" MIN. 6'FR1E5E - 6tIfTER ti� I I �6• FROM ALL ROOF ED6E5/BREAK5. ALL FASTENERS 4 FLASHING TO BE BOARD GORRO51ON RESISTANT. — 6•ALUMINUM GUTTER 66 ALUMINUM ROOF TIES: I PROVIDE SIMPSON,G520 5TRAP5, GUT TO LENGTH F/ MIN. 5- bd NAILS EACH NEw 11000 _ END OF STRAP, AT EACH RAFTER 0 16"o.c. USED TO TIE ROOF RAFTERS TO v — STAIR Q WALL STUDS, BELOW. VERIFY PROPER ALIGNMENT OF STUDS d RAFTERS FOR Z 5/4x12'FASCIA 13R(7-1/4•) I CONNECTION OF TIES. (� BOARD 12T 00•) O _ cl U/ VENTED m SOFFITVINYL WALL TIES: _ ANDERSEN ADH3050 REQUIRED ONLY ON (2 STORY HT) ROOF SUPPORT WALLS : WHERE UPPER ANDERSEN ADH3050 WINDOW w/Ix4 TRIM.SILL LEVEL STUDS ALIGN WITH LOWER LEVEL STUDS: TIE STUDS T06ETHER w/ WINDOW w/bc4 TRIM. HEIGHT 15'OFF SECOND SILL HEIul 6Hr AT 151 FLOOR SIMPSON G520 STRAPS ® I6"o.c. USE MIN. -1-8d NAILS, EACH END OF STRAP. OFF SECOND,FLOOR (SEE STANDARD DETAILS,DWG. I). SEGOND FLOOR u SECOND FLOOR SILL/WALL TIES: O +12-1" I6'TJI® 12.O.G. I I6'TJI o 12.O.C. REOV. ONLY AT WALLS 5UPPORTING ROOF 5TRUGTURE : USE SIMPSON G520, O 2x10 RIDGE 20 GAGE STEEL STRAPS ® I6"o.c., GUT TO LENGTH AS REQ'D. FOR 1-8d Nul m NAILS, EA. END. WRAP FROM UNDER ANCHORED SILL 4 UP OUTSIDE FACE OF TYPICAL WALL CONSTRUCTION WALL, IN LINE w/ STUDS. (SEE DETAIL, DWG. 1) vJ N VINYL SIDING TO MTGH EXISTING ul I� • BUILDING WRAP 1 3/4'PLYWOOD SHEATHING �J CORNERor x6 NOMINAL FRAMING HEADER: NANYL TRIM 2xa R.R.R1/2"PLYWOOD SHEATHING INTERIOR O 16,O.G. NEW WOOD STAIR; MIN. HEADERS: 3-2"x8" AT 2x6 WALLS, AND 2-2"x8" AT 2x4 2OR(7-1/4") - - WALL5/PARTITION5,UNLESS NOTED OTHERWISE (U.N.0). SPANS OF 6-0" AND i IqT(101) i _ - T OVER; SUPPORT w/DBL. 5TUD5, q'-O" AND OVER;SUPPORT w/TRIPLE STUDS. N - -1 N PROVIDE METAL TIES (SIMPSON L5TA21, or EQUAL) FROM HDR. TO JACK W 8'-O•x6'-O"OVERHEAD STORAGE PROVIDE BASE STUDS AT EXTERIOR WALL5 SUPPORTING ROOF STRUCTURE. 6ARA6E DOOR AREA PLATE AT TOP 16`xl6"CPU PIER 5/5'ANCHOR BOLT OF EXIST CONC. GROUT SOLID w/ THROUGH PRESSURE O WALL FOR W#5 BARS TREATED SILL O 36'O.G. IY NEW FLOOR FLOOR FRAMING FRAMIN6 TO BE FASG I A/ SOFFIT: Q- TIED IN TO EXIST. a•CONC. I"x6" FASCIA w/ 2"x 5UB-FA5GIA (AS NEEDED), SOFFIT: MATERIAL (TBD) w/ HOUSE FOUNDATION CONTINUOUS SCREENED VENT, VERIFY ALL DETAILS, TRIM, ETC. - OPT. 4'CONCRETE 5500 P51 ®3p00 VER5ATEX TRIMBOARD (or equal) AND/OR T46 WOOD TRIM AS SELECTED. PROJEGT#: 2022-05 FIRST FLOOR P5I FIRST FLOOR INCLUDE 6UTTERS d LEADERS, AS APPROVED BY OWNER. \\j / / SUB-FLOOR: DRAWN BY: ARR _... \// \//\//\//\//\//\//\//\//\// \//\//\//\//\//\//\//\//\//\//\// //\//XN, 3 " ALL EDGES OVER SOLID BLOGKIN6, GLUE I /\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\ ,.. •. \ ~/\\/\\/\\/\\/\\/\\/\\/\\/\\/ /\\/\\/\ /4 THICK, A.P.A. RATED PLYWOOD, 4 NAIL PLYWOOD TO FLOOR J015T5/FRAMING. - (VERIFY SPECIFIC /\\j�\j�\j�\j�\ \\j\\j�\j�\ \jam\ \��\\��\j/\\j�\j�\ \\// �\ /1 T.O. FOOTING UNDERLAYMENT REQUIREMENTS FOR ALL FINISH FLOOR MATERIALS AS '._ . 1 11 DRAWING#: ——I \\//\\//\ \ \�\\\ \\//\\j\\\/ -3-O SELECTED BY OWNER). //\\//\\/j'j/ //\//\\ \j/\\j/\\j/\\j/\\j/\ \\j 8•xl6"coNG. RIM BOARD: \\\\\\\\� \\/\\\ \\ \\ \\ \\ \\ \\ 24•x24•x4b• \ \\ \\ FOOTING O AT TJI ENGINEERED FLR. JOISTS, BY WEYERHAEUSER, (LEVEL;USE MIN. I' e-RIM //j//j//j//j/ //j/. 3$0o PSI coNc. 3 00o Ps1 �I \/ �I \ \\ \\� EXISTING . \\ \\ \\ \\ \\ \\ \\ FOOTING.BARS \\�\\ \\ \\� BOARD (or EQUAL) EXCEPT AT PORCH 4 DECK NAILS ,5;USE 014" RIM BOARD. I ®RT XT I ®I //j//j/// EXTERIOR STAIR '\//j//j//j//j//�///�\ FROM PIER TO //�/i\ ALL INSTALLATION DETAILS MUST FOLLOW MFR. SPECIFICATIONS. USE 2-2x4 \ \\ \\� \ \\ \\ \\ \\ \\ \ BE ESENT IN VERT. 5QUA5H BLOCKS (PER UST) UNDER ALL BEARING PARTITIONS 4 POSTS. SCALE: 1/4" = 1'-O" \�\\�\\�/\\\ \\//\// BASEMENT \ \\// \ /\\\//\\//\\//\\//\\//\\//\\/. 5 GT 1 ON SHEET 5 OF 5 4R�� LONG RESIDENCE .v� w ,Fn ' °N Fs l - C7 L_ I ,. 620 1HAR LANE . 4 , CUTCHOUGUE , NY 11935 DRAFT 'N' SNAP PROPOSEDv ARGHITEGTURAL SERVICES v 215 ROANOKE AVENUE D O�,O RIVERHEAD, NY 110101 2 C AR GARAGE ADDITION SUBJEGT O¢ o�¢ (651) 655-5c[05 PARCEL SEAL: — otio'P P.�w I N ® MAT 1 ON ANAL N®TS 0�d SUFFOLK COUNTY TAX MAP No: 1000-05-04-14 I. ALL WORK SHALL COMPLY WITH THE RESIDENTIAL BUILDING CODE OF NEW YORK, 2020 EDITION. CONTRACTOR SHALL COORDINATE ANY AND ALL INSPECTIONS AS I GROUNDWATER MANAGEMENT ZONE: IV REGU I RED TO OBTAIN CERTIFICATE OF OGGUPANGY ON BEHALF OF THE OWNER. >Z ry w 2. ALL WORK SHALL COMPLY WITH THE NEW YORK STATE ENERGY CONSERVATION GODS. SEE NOTE 5. SITE AGREAGE: 1.00 ARRES ` 3. ALL ELECTRIC, WORK SHALL COMPLY WITH THE NATIONAL ELEGTRIG GODS. r OGGUPANGY (PER IBG 2020) ELECTRICIAN SHALL OBTAIN FIRE UNDERWRITERS CERTIFICATE FOR ALL - R-2, SINGLE FAMILY RESIDENCE ELECTRIC WORK AND SHALL SUBMIT TO OWNER. PROVIDE ALL OUTLETS AND JUNCTION BOXES REGU I RED FOR ALL APPLIANCES, PUMPS, EQUIPMENT, ETG. CLIMATIC 4 GEOGRAPHIC DESIGN CRITERIA (RIBG 2020, R301) CONTRACTOR SHALL REVIEW SERVICE REQUIREMENTS, ALL LIGHTING, OUTLETS, d FIXTURES, PHONE JAGK5, T.V. GABLE JACKS, ETG. W 1 TH OWNER AS REGU I RED FOR ¢0�o fi oT DATE WIND DESIGN FACTOR: 150 MPH THE FULL INSTALLATION AND 5AT15FAGTION OF OWNERS REQUIREMENTS AND ,�, <,� 05 101-2022 ISSUED FOR GROUND SNOW LOAD: 30 PSF CODE COMPLIANCE AND SHALL PROVIDE SAME. ARCHITECT 15 NOT RESPON.SI BLE �0 tifi 15IDDINC-7 AND PERMITS SE I SM I G DESIGN G ATEGORY: B FOR ELECTRICAL DESIGNS FOR THIS PROJECT IN ANY CAPACITY. 4. ALL PLUMBING WORK SHALL COMPLY WITH THE NATIONAL PLUMBING CODE AND 01-22-2022 REVISED DESIGN LOAD CRITERIA (AS APPLIES) ALL LOCAL CODES. CONTRACTOR SHALL REVIEW WITH THE OWNER THE A PER TOWN COMMENTS REQUIREMENTS FOR PLUMBING INSTALLATIONS, INGLUDING BUT NOT LIMITED TO AREAS OTHER THAN SLEEPING AREAS: 40 PSF FIXTURES, TRIM, ACCESSORIES, ETG. AND REQUIREMENT5 FOR WATER SERVICE AND DOME5TIG HOT WATER. ARCHITECT 15 NOT RESPONSIBLE FOR ANY PLUMBING STAIRS: 40 PSF (UNIFORM), 300 LBS (CONCENTRATED) SYSTEMS IN ANY CAPACITY. 5. ALL HVAG WORK SHALL COMPLY WITH ARTICLE 10 OF THE N.Y.S. UNIFORM FIRE LOCATION 1�A SUBJECT TO DAMAGE PREVENTION AND BUILDING AND ENERGY CODE. CONTRACTOR SHALL REVIEW ALL SCALE: 1" = 400' WEATHERIN'.G: SEVERE MECHANICAL SYSTEMS WITH THE OWNER FOR THE TYPE OF SYSTEM BEING TERMITE DAMAGE: MODERATE TO HEAVY PROVIDED (I.E. OIL, GAS OR ELECTRIC, HOT WATER OR AIR, ETG.) INGLUDING AIR FROST LINE DEPTH: 36" GONDITIONING REQUIREMENTS. ARCHITECT IS NOT RESPONSIBLE FOR ANY HEATING OR AIR CONDITIONING SYSTEMS IN ANY CAPACITY. 6. OWNER SHALL OBTAIN ANY AND ALL REQUIRED PERMITS PRIOR TO ALLOWING CONTRACTORS TO PROCEED WITH ANY AND ALL WORK. 7. ALL WORK SHALL BE PERFORMED BY LICENSED CONTRACTORS WHOM ARE ZON I NC DATA - AC RI GULTURAL GONSERVATI ON (AG) EXPERIENCED WITH THE TYPE OF WORK BEING PERFORMED. ALL CONTRACTORS N SHALL MAINTAIN LIABILITY INSURANCE AND WORKERS COMPENSATION INSURANCE ITEM REQUIRED PROVIDED IN CONNECTION WITH ALL WORK BEING PERFORMED ON THE PROJECT. 8. ALL MATERIALS, SYSTEMS, EQUIPMENT, FIXTURES, ETG. SHALL BE INSTALLED IN s 39° 00' 00" E MIN. LOT AREA 80,000 SF 48,850 5F* (1.12 AG) STRICT COMPLIANCE WITH MANUFACTURERS WRITTEN SPECIFICATIONS AND 25.00' MIN. LOT I^IIDTH 175 FT. 166.51 FT.* INSTALLATION INSTRUCTIONS INGLUDING ALL CLEARANCES FOR SERVICE, ETC. G. ALL CONTRACTORS SHALL WARRANT THEIR WORK IN WRI TI N6 TO THE OWNER FOR MAX. LOT COVERAGE 20 OR q 7 80850 SF 5.24% =2,562 SF A MINIMUM OF ONE YEAR. � ��°'� p p0 10. THE ARCHITECT SHALL NOT HAVE CONTROL OR CHARGE OF AND SHALL NOT BE ° o 0 RESPONSIBLE FOR CONSTRUCTION MEANS METHODS TEGHNIQUES SEQUENGES OR 4 s4+ MAX. BUILDING HT. 35 FT. 34 FT. PROCEDURES, OR OMISSIONS OF THE CONTRACTOR, SUBCONTRACTORS OR ANY MIN. FRONT YARD PERSON PERFORMING ANY OF THE WORK, OR FOR THE FAILURE OF ANY OF THEM 4-1 (I HAR LANE) 60 FT. 60 FT. TO GARRY OUT THE WORK IN ACCORDANCE W 1 TH THE INTENT OF THE CONTRACT 0 o DOCUMENTS, IN THAT SAID RESPONSIBILITY IS THE SOLE RESPONSIBILITY OF THE o ° o �ST�� -p MIN. SIDE YARD 20 FT. 27.5 FT. ° p o, p0 CONTRACTOR. s o MIN. GOMBINED SIDE YD. 45 FT. 81.0 FT. 11. ALL EXTERIOR DOORS, ROOFING SHINGLES, TRIM, SIDING, ETG. SHALL BE `' S ^ 01 41 REVIEWED AND APPROVED BY THE OWNER. oo tis ,/,� \a; g 00 \ xo�l MIN. REAR YARD 75 FT. 168.5 FT. 12. ALL INTERIOR FINISHES I NGLUD 1 NG BUT NOT LIMITED TO WALLS, FLOORING, TILE, dye`'• 9° � ! i � � � °° � o ETG. SHALL BE REVIEWED WITH AND APPROVED BY THE OWNER. k; oo, /� i ' ` ' 0 NOTE: EXISTING DWELLING IS APRE-EXISTING, NON-CONFORMING USE. 13. ALL MISCELLANEOUS INTERIOR ITEMS INGLUDING BUT NOT LIMITED TO DOORS, oo,, $` , 15n i �, p FIREPLAGES CLOSET SHELVING KITCHEN CABINETS HARDWARE FINISHES ST"' TRIM, .� �` � � ((> 11.1 ETG. SHALL BE REVIEWED AND APPROVED BY THE OWNER. R=25.00' +�`� `� ��a \ ul �- Z 01 L 1ST OI= DRAW I NHS ti _j z tu G TITLE SHEET SITE INFORMATION APPROVED AS NOTED COfv,PLY WITH ALL CODES O' t6 \, o �u < � bATE;__L___.B.P. PJwW YORK STATE & TOWN CODES \ OP05ED 1200 5� Da5n 08 2-STORY, 2-GAR GARAGE i�igAnm, A AS REQUIRED AND CONDITIONS OF A—I FOUNDATION PLAN FEE 7��. _BY, ,�� ADDITION � /' — 0L NOTIFY BUILDING DEPARTMENT AT SOUTHOLD TOWN ZBA y z 631765-1802 8AM TO 4PM FOR THE SOUTH0L0 TOWN PIANN!'JG BOARD \` �/ z kq � FOLLOWING INSPECTIONS: \ ,/ A—2 FIRST FLOOR PLAN 1. FOUNDATION-TWO REQUIRED SOUTHOLO TOWN TRUSTEES � / � �O � I— FOR POURED CONCRETE N.Y.S.DEC \ / ma's � 1-- 2. ROUGH-FRAMING&PLUMBING \ TION A-5 SE(' .-/OND FLOOR AND FRAM I NC PLAN 4. FINAINSLL-CON ,. FINAL-CONSTRUCTION MUST BE COMPLETE FOR C.O. RETAIN STORM WATER RUNOFF ALL CONSTRUCTION SHALL MEET THE PURSUANT TO CHAPTER 236 \ �� ^� 0 Lu A-4 ROOF PLAN REGIUIREMENTSOFTHECODESOFNEw OF THE TOWN CODE. YORK STATE. NOT RESPONSIBLE FOR \ DESIGN ERRORS < LY oEs � \ A— L =CATIONS SGTIONS All exterior lightine installed,replaced o: �6 i t�C U PAN CY OR repaired shall conform PROJECT#: 2022-05 USE IS UNLAWFUL to chapteri72 of the Town Codo DRAWN BY: ARR WITHOUT CERTIFICATE OF OCCUPANCY 51 TF. PLAN DRAWING#: SCALE: 1" 50' o 1. THIS S 1 TE PLAN WAS PREPARED USING AS s - TRUSS RLACARD"NC,REQUIRED A BASE THE SURVEY DATED 04-22-qQ BY oo °o d S F i' 15 2022LJ HAROLD F. TRANGHON JR. P.G. 2. NO PRIVATE WELLS WITHIN 150' OF THE Toi PROPERTY SHEET I OF 6 _�� TAM-95.I r-OUNDATION NOTES: T`I'PICAL FOUNDATION NOTES: • PASTENM SGHt!MxM rom ST=rJKAL MEMBeft NUMBER AND TYPE OF NAIL SPACING I. ALL FOOTINGS SHALL REST ON UNDISTURBED 501L OF 2 T5F FND./ FTC.: R001'1■RAMIN6 JOINT DESCRIPTION FASTENER BEARING CAPACITY, SUBJECT TO CONTROLLED INSPECTION. 10" THICK P.G. FND. WALL w/TYP• ANCHOR BOLTS, ON R °'u CONTINUOUS I6 w. x 8 d. P.G. FOOTING; TO A MIN. DEPTH OF Rafter to To Plate C oe-nailed) 3-8d er rafter u n f Cellin Joist to To Plate (Toe-Walled) 3-1d er Dist 2. KEEP FOOTING BOTTOMS WELL DRAINED UNTIL FOOTINGS ARE 36 BELOW GRADE - ON UNDISTURBED GLEAN GRANULAR eitin Jolst to nrntel a ter (Face-Waled) 4-16d each to IN PLACE, PUMP AS REQUIRED. SOIL w/ MIN. I TON PER S.F. BRO. CAPACITY. REBAR: 2-#5 Ceilin Joist Lops ovn.r Partitions (Face-nailed) 4-16d each to ollnr le to Rafter (Face-Waite 2-8d per e BARS, EA. HAY 36" O.G., - CONTINUOUS AT TOP 4 BOTTOM Rim B n to Rafter roe-nailed) 2-8d each en 3. CONSTRUCTION JOINTS IN FOUNDATION WALLS SHALL BE NO OF HALL AND/OR IN FTC. w/ MIN. 3" COVER. Rim Board to after ( nd-nniled) 2- each end WALL MRAMIN6 o tote to To Plate (Face-nailed) 2-16d er oo MORE THAN 50 FEET APART AND NO LESS THAN 4'- O" FROM ANY To late nt nters,!ctions (Toe-nniled) 4-16d Dints - ench side PIER. REINFORCEMENT SHALL BE CONTINUOUS THROUGH SILL/TYP. f4NGHOR BOLTS: A�'" 9<. ... Stud to Stud CFace-nalled) 11f3d 24' o.c, CONSTRUCTION JOINTS. DO NOT USE HORIZONTAL CONSTRUCTION 2-2"x 6" (or 1-2x6 MIN) PRE55URE-PRE5ERVATIVE-TREATED pRPT 'N' SNAP Header to Header (Face-nalted) 2-16d 1 ' o.c. aton ed es JOINTS. (PPT) SILL PLATE, (PROV. TYP. 51LL/WALL TIES, WHERE Top or Bottom Plate to Stud (End-nailed) 2-1 d [per ex4 stud 3-16d er x stud 4. SLABS ON GRADE SHALL BE PLACED BY STRIP PLACING REQ'D OVER TERMITE SHIELD AND SILL SEALER w/ 5/e"dia. ARGHITEGTURAL SERVICES ANCHOR BOLTS (`7"MIN. EMBEDMENT AND 3"SQUARE 215 RO NOKE AVENUE 4-16d er 2x stud METHOD (MAX. WIDTH 30 FT. BY INFINITE LENGTH) WITH CONTROL HASHERS) ® 36"o.e. 8 2B"o.e. WITHIN & FT. OF CORNERS JOINTS (SAW GUT) MAX. 30'- 0" O.G.; CONSTRUCTION JOINTS SHALL AND 12" MAX. FROM EACH END OF SILL PIECE. RIYERHE,4D NY I I�iOI Bottom Plate to loon Is and Dist, nd Dist ar Blocking ( ac !per Dot BE LOCATED ALONG LENGTH OF PLACEMENT AND AT ENDS OF COORDINATE PLACEMENT w/HOLD-DOWN BOLTS, AS REQ'D. rLooit I'ItAMIN9 Joist to Iu To late or Girder (Toe-nalted: 4- d er Dist PLACEMENT. TO CONNECT TO 5HEARHALL STUD BRACKETS. (SEE (63I) 655-3Q03 rid In to Joist oe-nn led) - d enc end Blocking to Joist ( oe-nailed) 2-8d each end Mr to Ill or o me (Toe-nailed) - each block I—O I I Led er Strl to Beail (Fa ce-nalted) -16d each oist T DETAILS . Joist on Ledger to Beam ( oe-Waite 3-8d er Dist G®N G R N® I SILL/WALL TIES: SEAL: Band Joist to Joist (End-noited) 3-16d er Dist Band Joist to it or o late oe-nn e - d er Dist ROoe�S�ATMINB I. ALL CONCRETE WORK SHALL CONFORM TO AGI 301-qq• REQUIRED ONLY AT ROOF BEARING WALLS: PROVIDE 51MP50N 0520, (20 Gage), 1 1/4" STEEL STRAP TIES ® 16"oc CONCRETE SLABS SHALL BE 3500 PSI STONE CONCRETE; ALL (AT EA. STUD w/MIN. el- &d NAILS, EA. END) WRAPPED UNDER EXTERIOR CONCRETE WORK SHALL BE 4000 P51 AIR-ENTRAINED. " Structural anels d e efield er support � UP INSIDE FACE OF SILL, GUT TO LENGTH AS READ. (SEE Diagonal. Board Sheni:hin , a•s?_�',...._ . 1'x6' or 1'x8' - A SLAB5 ON GRADE SHALL BE NORMAL WEIGHT CONCRETE. 1'xio' or wider 3-8d er support DETAIL) GEILIN6 SHL•ATHIN9 2. ALL REINFORCEMENT SHALL BE DEFORMED TYPE ,�.•,-�� �,-, , . . Gypsum Wattboard -3 INTERMEDIATE GRADE NEW BILLET STEEL CONFORMING TO ASTM HOLD—DOWN BOLT:Sd coolers T ed e / 10' field 51MILAR TO TYP. ANCHOR BOLT, EXCEPT SPACED AS REOV. �'• ,'` in "'A' °TM"� 8 POURED GONGRETE A-615 GRADE 60. ' TO ANCHOR 5HEARNALL SEGMENTS. (SEE 5TND. DETAILS). 1 Structural Panels Bd 6' ede / 12' field Fiberboard nnels FOUNDATION WALL = 3. TEMPERATURE REINFORCEMENT SPLICES, SUPPORTS FOR CONTRACTORS MUST COORDINATE PLACEMENT OF ALL BOLTS REINFORCEMENT SHALL CONFORM TO REQUIREMENTS OF A0I-318 (BEFORE GON5T) TO INSURE ALIGNMENT OF BOLTS s STUD ' 7/16 6d ' ede field BRACKETS. OPTION: (INSTEAD OF HD2A'S 8 BOLT5): USE e i 5/3 ' ad ' ede / led —O'—g�i /OFF — — — — — — — — 4. CONTINUOUS REINFORCEMENTS SHALL BE LAPPED 48 STRAP TIE HOLDOWN, 51MP50N STHDIO EMBEDED IN FND. WALL 'i' ��'f� •'�• Gypsum Wallboard Sd coolers ede / 1 field Hardboard 8d 6' ede / 12' field - -- - - - - - -- - - -- - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - -Particleboard - - -- Panels d 6 ede / 12' field I— — — — — DIAMETERS AT 5PLIGE5 AND CORNERS AND HOOKED AT NON- d EXTENDED UP OUTSIDE FACE OF HALL AS REOV. [SEE Dla oval Board Sheaithin _ per support I ,° d: ° °° ° ° ° °° CONTINUOUS ENDS OR EXTENDED 24 BAR DIAMETERS UNLESS FLOOR PLAN FOR SHEARWALL SEGMENTS). _... 111xI0' or wider'x6' or 1'x8' 3-Bd -per support I ° ,. ° •a ° ° •^ >? ;° c • ° ° " a ° < ° • ' ) ° I OTHERWISE NOTED. DETAILING OF ALL REINFORCEMENT SHALL FLOOR 04BATHIN6 a• ° 8° ° °" tructural Panels `.. . . . • a — — — — — — — — — — — — — — P I — — — • � � BE IN ACCORDANCE WITH AGI 5 -66 (88) CONCRETE: • d ' ede / 12' fleld - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - de I ALL CONCRETE TO BE STONE AGGREGATE, WITH A MINIMUM t t 1od 6' ede / 6' field I ' . I 5. PROVIDE TWO #6 ALL SIDES FOR OPENINGS IN CONCRETE (28 DAY) STRENGTH OF 3000 PSI, EXCEPT USE 3500 PSI, Dla oral Bonrd Shea,:hln I = �� I �� FOR ALL EXTERIOR USES; INCLUDING GARAGE SLAB, ETC. 1 x ' or I'x - per supportI +IO PUFF I6"X8" POURED •° I WALLS UNLESS OTHERWISE NOTED. EXTEND BARS 2-O BEYOND POP or w er - per support I I I ° I OPENING; HOOK ENDS. SHEARWALL SEGMENTS: DATE: '.°o . shan-� I I _I CONCRETE FOOTING, I 6. PROVIDE SLEEVES AND BOX OUT FOR OPENINGS FOR PROVIDE 5HEARWALL5 PER CODE; 2 AT ALL CORNERS OF Gnlv.stl.,min.iz on. shank w/ a nh.3/8' din.hand.fastener eat penetrate KEYED IN TO I MECHANICAL TRADES. OPENINGS SHALL BE PLACED 50 AS NOT BUILDING, WITH A MAXIMUM OF 25 FEET BETWEEN SEGMENTS. OS-Icl-2022 ISSUED FOR Asphalt roof shingles through the roofing materials and a min.of 3/4' Into roof shenthMg and shall 1 i (v� roof manufacturer andprovide no less than 4 fasteners per stripshingle. .° PLYWOOD, EXTERIOR d Y�" n Naking requirements are based on watt sheathing nailed r INTERIOR, 4' WIDE X HT. OF WALL (8' MIN) NAILED TO HALL ed 6'on center, at the panel edge. If watt sheathing is Walled I FOUNDATION WALL I _ TO AFFECT THE STRENGTH OF STRUCTURAL MEMBERS. STANDARD SEGMENT: BIDDING AND PERMITS 3'on center at the panet edge to obtain higher shear capacities,raking requirements for structural member: I . • I AL shall be doubled,or alternate correctors, such as shear plates shall be used to maintain the load path. I I 1 ..8 I •7. BEFORE PLACING CONCRETE, CONTRACTOR SHALL SUBMIT FOR 6"oc. AT EDGES 8 12"or-STUDS ® 16"oc, w/ DBL. STUDS AT EDGES. USE &d NAILS IN FIELD. ANCHOR EACH SEGMENT TO e Vhen wall sheathingIscontinuous over connected members,the tabulated number of Woks shalt be permitted to be I REVIEW A COMPLETE SEQUENCE OF PLACING SCHEDULE. FOUNDATION w/ SIMP50N HOLD-DOWN BRACKETS 4 %," BOLTS 0�-22-2022 REVISED reduced to 1-16d rak per foot' I INDICATING ALL CONSTRUCTION JOINTS, TIME SCHEDULE, AND AS REOV. - INSTALL ALL HARDWARE AS PER MFR. SPECS. I GUARANTEE OF CONTINUITY OF CONCRETE SUPPLY. [SEE ALSO, TYP. HOLD-DOWN BOLT NOTE STANDARD PER TOWN COMMENTS DETAILS] I I A-3 I I I I A-3 NOTCH RR F/ EXISTINGG O I I 11 1 SHEATHING ° EXTERIOR I ° I 10 I—g 11 I —� I ° ." I STA I RWELL TO 4 I I BASEMENT I I a'd° I6"x16" GMU PIER I I GROUT SOLID H/ r — — I O = °• TYP. ROOF. TIES: °(4) #5 BARS I �- SIMP50N "H-7Z" 2'-0' I $ • JA I I I N CONNECTORS ® 16" O.G. U.N.O. �I I B a I 24"x24"x48" - I I A_3 . _ 5,500 PSI GONG. 1 ° e I N I ° I DOUBLE TOP PLATE FOOTING. BARS � _ _ _ _ J i � �`YP I GAL ROO= CONN. FROM PIER TO I BE BENT IN I I SCALE: 1" = I'-o° — I I 51MPSON L5TA 30-186A. I ':" RIDGE STRAPS AT EA. $ I I •*—FULL HEIGHT �R R. HEADER I I i STUD UNEXGAVATED I 2"x4" COLLAR TIES AT HEADER TO STUD: 16" O.G. �" DOWN d I JACK STUD BY 51MP50N L5TA21 CONNECTOR BETWEEN RIDGE AND NEW 4" P.G. SLAB w/ / IIv 6"- #10 ( I w/ I6-I00 FASTENERS CEILING JOISTS. V4NM RE I NF. P I TGH DN T/O O.H. I °•,d ° I DOOR, PER GODS ON I I WINDOW SILL + + + + m ^,°, I UND 15TURBED GLEAN O RANULAR PLATE STUD T P t i LU SOIL AND/OR GOMPAGTED FILL AS I i5IMP50N "H U5" UPLIFT z -ACONNECTOR H/ J" DIA. < OL $01 A. I NEEDED• I I TYPICAL AT CORNERS OF BUILDING AND AT ENDS OF �/ —1 z BOTTOM LATE a i i °<• < I SHEARHALL5. T I P I G A L R I D� D 7 A 1 L. ,n ® O P V, I I SCALE: I" = I'—O" El I EXISTING GONG. I HALL OF = 1 ° I FRAM I N r=7 A 7 WALL OPEN• TYP. ANCHOR BOLT: O EXTERIORO i_Q II PcFF _O I_Q ii �cFF I = 5/6"DIA. 4b" O.G. O t—_ Q► SCALE: I,i I —O COORDINATE PLACEMENT V, Z — — — —STD I RWELL— I W/HOLD DOWN BOLTS. VERIFY — d' I BOLT TYPE,EMBEDMENT,REBAR °. I ETC. BEFORE CON5TRU6TION _( 1-4" x I& GAUGE STEEL tL IL GOLIED STRAP WRAPPED — — — — — — ——— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — --- - - - - - - - -j UNDER SILL AND OVER EACH STUD W/ 12" MIN. STUD BEARING. NO. G515 O � BY 51 MP50N W I O L2I-o II �j I—� II I I—q tI 1-4" x 0 GAUGE - "I `'I STEEL GOLIED ° • Z G TYP. FLOOR STRAP NO. G518 TYP. FND./ FTC. PROJECT#: 2022-05 A-3 ° GRADE GIST BY 51MP50N Ile EXP. JT. PITCH FINAL GRADE DRAWN BY: ARR '-011 2�- UNDER JOIST(12" a END LENGTH) 16" AWAY FROM HALLS TYP. O.G. BOX BEAM. a - ® ®� D • Om DR/ W I NC#: MATCH FJ °FOUNDATION PLAN 24 SG,4LE: I�2 n = I I-O" KEYWAY • a m °a N FLOOR 70 FLOOR CONN. 7YP I GAL FOOT 1 NG D 7A 1 SCALE: I" = 1'-0" SCALE: I" = I'—O" SHEET 2 OF 6 £:l r _ tJ' DRAFT 'N' SNAP ARCHITECTURAL SERVICES 215 ROANOKE AVENUE RI VERHE,AD, NY 11 qO I (651) 655-51 i05 SEAL: TYPICAL WALL GONSTRUGTION VINYL SIDING TO MATCH EXISTING =. . A_3 I ING WRAF • 3/4" PLYWOOD SHEATHING /C. • x6 s s NEW 3'-O"x6'-8" 1/2" PLYWOOD SHEATHING INTERIOR DOOR $ ffJ I I I I I I I 1 Q UP I I I I I I I O I DATE: 05-IQ-2022 ISSUED FOR I I I 1 I I I I BIDDING fAD PERMITS I I 1 I I I I I I .L _ - _ -I- - L - .L - � _� — — _ _ — � O"1-22-2022 REV►SED AFER TOWN COMMENTS 15 NEW WOOD STAIRS; 20R O-1/49/ IciT (I N G .. FINISH FLOOR: +0'-0 A-3 FRAMING N075 : 1. ALL FRAMING LUMBER SHALL BE GRADED STAMPED DOUGLAS - 2 _4 I O,_8 2 i FIR-LARGH 5TRUGTURAL GRADE NO.2 OR BETTER. �O 2. ALL SHEATHIN4-4 G TO BE APA RATED, EXPOSURE I. 5/8" MIN. THIGKNESS OR AS NOTED. NI 16"x 16" GMU PIER Q 3. ALL SUBFLOORI NC TO BE APA RATED STURD—I—FLOOR. GROUT SOLID w/ r _ _ _I EXPOSURE I. 3/4" MIN. THIGKNESS. ALL EDGES OF PLYWOOD TO (4) #5 BARS I �f- BE SET ON SOLID BLOCKING. GLUE AND NAIL PLYWOOD STOiZAG I ion, nl SUBFLOOR TO FLOOR JOISTS. I o 0 rB (`(� 24 x24 x48 ( E�3 q_3 _lam .5,500 PSI GONG. i 0 ID q_3 4. ALL HEADERS 6'-0" AND OVER SHALL BE SUPPORTED WITH 'd- FOOTING. BARS L — — - _ _ J _ DOUBLE UPRIGHTS, ci'—O" AND OVER WITH TRIPLE UPRIGHTS. ALL FROM PIER TO HEADERS SHALL BE A MINIMUM OF 2-2X8 OR AS SHOWN ON BE BENT IN 2-GAR — DRAWINGS. FIN15H FLOOR: +O'-10". � � � 5. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS AS PER N.Y.S. CODE OR AS NOTED 9 &'-0" O.G. PROVIDE 2 AIR SPACE FOR AIR GIRGULATION IN ROOFS. EXISTING I I 1 6. DOUBLE FRAMING AROUND OPENINGS(5k li ht5,5tair5 etc.) OR AS EXTERIOR I i I, y 9 NOTED ON DRAWINGS. � STAIRWELL TO... . I 1 I . I. BASEMENT 4" GO1�G. SLAB I3,000 7. DOUBLE UP FRAMING ON ALL POSTS AND PARALLEL PARTITIONS 1 PSI i I OR AS NOTED ON DRAWINGS. (Y� 8. ALL FLUSH WOOD GONNEGTI ON5 SHALL BE FASTENED WITH RATED GALVANIZED METAL GONNEGTOR5 BY "SIMPSON" OR tu < �- p APPROVED EQUAL. Q - j z q. PLYWOOD SHEATHING TO BE NAILED WITH 8D ® 4 O.G. I I I I EXTERIOR EDGES AND 6D @ 12 O.G. INTERMEDIATE.I ATE. I 1 I i m_ � 1-t-- � Q 1 I I 10. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE AND V Q I- i I I I STUD WITH GALVANIZED HURRICANE TYPE H-7 GONNEGTORS BY (v "SIMPSON" OR APPROVED EQUAL. O 7fl tLtL Cx8'-O" O.H.D. W q'-O"x8'-O" O.H.D. II. ALL PRE—ENGINEERED LUMBER SHALL BE "TRUSS JOIST" TJI EXf5TIN GO SERIES WOOD—I—BEAMS AND L\/L PRODUGTS OR EQUAL. ALL WALL OF JOISTS, GIRDERS AND HEADERS SHALL HAVE BEARING EXTERIOR STIFFENERS INSTALLED AS PER MANUFAGTURERS W 5TAIRWELL , „ , �� , �� , „ RECOMMENDATIONS. WEB STIFFENERS SHALL BE REG2'D AT ALL �- �� -� �� -� 2 -0 -� -� LOAD AND BEARING POINTS AT A MINIMUM. A SINGLE 1-3/4" LVL p� ol RIM JOIST SHALL BE REG2'D AT FLOOR PERIMETERS. HANDLING, 0. STORAGE, AND ERECTION OF COMPONENTS SHALL BE AS PER A MANUFAGTURERS RECOMMENDATIONS. PROJECT#: 2022-05 G A-3 A-3 12. ALL MULTIPLE LVL PRODUCTS TO HAVE 2 ROWS OF 1/2" DIA. DRAWN BY: ARR 24 i—O il MAGHINE BOLTS @ 12" O.G. i=LCOR PLAN (5-7& eF) 13. PROVIDE FIRESTOPPING AT ALL LEVEL PENETRATIONS. DRAWING#: 14. BRIDGING TO BE PROVIDED FOR ALL J015T5 AND FLOOR SCALE: 1/2" = I '-0" m BEAMS, 5PAGING NOT TO EXCEED 8'. N SHEET 5 OF 6 (2) 169" TGI FRAMED AT STAIR LANDING I 5 I ' _ I DR?�FT 'N' SNAP —•—•— — — — —•— —•— --- —•—•— -----•--- — — — _ -�- -�� — — — — ARCHITECTURAL SERVICES (2) 16" TGI GIRDER 215 ROANOKE AVENUE N RIVERHEAD, NY 114101 16" TJI @ 12" O.G. � (631) 655-3Q03 4x4 POST -� m SEAL: (2) 16" TGI OIRDER 16" TJI © 12" O.G. 4x4 POST O — r- - - - - -- - -- --- - - - - - - - - - - - - - - - - - - - - - - - - — — — — — — — —— — — — — — — — — — — — — — — - _- - - - - - - � —•—•— —•— — _ _ _•_•_ =._.-Ir. _ -(2) 16" TGI - 1 LINE OF OVERHANG ABOVE I) a I I 4x4 POST GIRDER \s ^`- N O I 16 TJI @ 12 O.G. , �. ,�.> tip, f I - I II II I 16" TJI 12" O.G. fTf I 1 -._._._._._._._._._._._ -- — TGI GIRDER _ F- pi I = -n I I PLATFORM ABOVE N pl = I - { 1 I DN O I { 16" TJI @ 12" O.G. DATE: I 05-IQ-2022 155UED FOR 51 DD I NC ANrD PERMITS > 1 1 1 (2) 16" TGI GIRDER — Z I 1 = _ _•_•_ _•_ _ _ _ _ _ _•- - _ -•- - _ •_ _ _•_•_ _•- _ _-_ - 0'7-22-2022 REVISED > 1 I I 4x4 POST 4x4 POST TOWN COMMENTS OFER I PROVIDE HA�NDRA�IL I N I • I MIN. 32" TO GODS I \ I = N m 1 8"xO"A/2" HH5 TUBE I I 1 16" TJI @ 12" O.G. WELDED TO 1/2" PLANE I I I � d) G ANCHOR BOLTED TO - - A_3 GMU PIER BELOW NEW WOOD 5TAIR.5; 15R 0-1/4"), 12T (10") m I Q NEW GUTTER 1 I i I I = I I Q I I UP I I PROVIDE Hf�NDRI�IL j (`(� j G®�(D LOOR RAM I N� FLAN _ - - _ _ - - _ - - - - - - - + _ _ _ MII`1. 32" TO GODS I I SCALE: 3/8" = I'-o" 1 p I m FRAMIN MOTES: PLYWOOD 1 ( A I. ALL FRAMING LUMBER SHALL BE GRADED STAMPED DOUGLA5 A-4.1 FLOORING OVER A-4.1 FIR-LARCH STRUCTURAL GRADE N0.2 OR BETTER. FIN FLOOR: +12'-I" x 1 2b x25 PLATFORM O I p N I FRAMIN - rn 2. ALL SHEATHING TO BE APA RATED, EXPOSURE I. 5/8" MIN. 1 I ME OPENING I N -I I THICKNESS OR AS NOTED. I _ AGGE55 LADDER I LATFOR � I > 3. ALL SUBFLOORING TO BE APA RATED STURD-I-FLOOR. TO TOP OF I I (1 EXPOSURE I. 3/4" MIN. THIGKNE55. ALL EDGES OF PLYWOOD TO TELESCOPE PIER FRAMEb PLATFOR BESET ON SOLID BLOGKING. GLUE AND NAIL PLYWOOD I FIN FL�OR: +�'-10" > SUBFLOOR TO FLOOR JOISTS. I 1 (AT 5EaOND FLOOR) I Ip { 4. ALL HEADERS 6-0" AND OVER SHALL BE SUPPORTED WITH ---- I I m DOUBLE UPRIGHTS, q'-O" AND OVER WITH TRIPLE UPRIGHTS. ALL 1 I HEADERS SHALL BE A MINIMUM OF 2-2X& OR AS 5HOWN ON DRAWINGS. I 1 1 z 1-5 22 II '1 II ' If I �I I 5. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS AND � m I 6 —J 1/2 I 0 J_� 6 —5 1/2 2 —0 1 FLOOR BEAMS AS PER N.Y.5. CODE OR AS NOTED ® 8 O O.G. PROVIDE 2" AIR SPACE FOR AIR CIRCULATION IN ROOFS. 0 Z — O OL 1 ( 6. DOUBLE FRAMING AROUND OPENINGS(skylights,stalrs etc.) OR AS NOTED ON DRAWINGS. < O I PLYWOOD FLOORING OVER - � Z- 1 FOOR FkAM I NG N 1 � I 7. DOUBLE UP FRAMING ON ALL POSTS AND PARALLEL PARTITIONS OR A5 NOTED ON DRAWINGS. ALL FLUSH WOOD GONNEGTIONS SHALL BE FASTENED WITH ---1-----_-- _I I RATED GALVANIZED METAL CONNECTORS BY "SIMPSON" OR 1 = I APPROVED EQUAL. Z N \ u ----- - _-_-i I q. PLYWOOD SHEATHING TO BE NAILED WITH W @ 4" O.G. EXTERIOR EDGE5 AND 60 ® 12" O.G. INTERMEDIATE. I ADH3050 ADH3050 = I 10. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE AND (N ( STUD WITH GALVANIZED HURRICANE TYPE H7 CONNECTORS BY .. L- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - - - - - - - - -� "SIMPSON" OR APPROVED EQUAL. ~ v LINE OF OVERHANG ABOVE Lu 11. ALL PRE-ENGINEERED LUMBER SHALL BE "TRUSS JOIST" TJI SERIES WOOD-I-BEAMS AND LVL PRODUCTS OR EQUAL. ALL JOISTS, GIRDERS AND HEADERS SHALL HAVE BEARING Q STIFFENERS INSTALLED AS PER MANUFACTURERS RECOMMENDATIONS. WEB STIFFENERS SHALL BE REQ'D AT ALL LOAD AND BEARING POINTS AT A MINIMUM. A SINGLE 1-3/4" LVL PROJECT#: 2022-05 G A-4.2 RIM JOIST SHALL BE REQ'D AT FLOOR PERIMETERS. HANDLING, A-3 STORAGE, AND ERECTION OF COMPONENTS SHALL BE AS PER MANUFACTURERS RECOMMENDATIONS. DRAWN BY: ARR 12. ALL MULTIPLE LVL PRODUCTS TO HAVE 2 ROWS OF 1/2" DIA. MACHINE BOLTS ® 12" O.G. DRAWING#: 5EECON:;) FLOOR FLAN 13. PROVIDE FIRESTOPPING AT ALL LEVEL PENETRATIONS. SCALE: 1/2" = I '-0 ® 14. BRIDGING TO BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS, 5PAGING NOT TO EXCEED 8'. SHEET 4 OF (D LT Ao. AV reef i '� J- n1 DRAPT 'N' SNAP ARCHITECTURAL SERVICES DOME BASF GON5TRUGTION 215 ROANOKE AVENUE • PROVIDE ALUMINUM FLASHING AT ROOF EDGE5 RIVERHEAD, NY 114101 • EPDM ROOF MEMBRANE ((051) 655-5105 • IGE+WATER SHIELD UNDERLAYMENT B TYPIGAL ROOF GON5TRUGTION SEAL: • 3/4" PLYWOOD DECKING I • 2x10 DOME PLATFORM FRAMING @ 12" O.G. A-4.2 30-YEAR ASPHALT SHINGLES • 2x I O" RIM JOISTS AT TO OF WALL PERIMETER I GE+WATER SHIELD UNDERLAYMENT _ 5/4" PLYWOOD SHEATHING I/2" PLYWOOD SHEATHING , - • 2x6 FRAMED WALLS AROUND PERIMETER 2x10 NOMINAL FRAMING © 16 O.G. • PROVIDE GOLLAR TIES @ 16" O.G. >` �•.. ' ` ' (5) 2x12 FRAMED OPENING Ds EJ1 . I 6" ALUM. GUTTER NEXDOME 8'(P PREFABRI GATED I DATE: OBSERVATORY - DOME I 05-19-2022 ISSUED POR RING I 15IIDDIN6 AND PERMITS I I 01-22-2022 REVISED IC - xIO'-5" FRAMED I AiPER TOWN COMMENTS I BASE FOR OBSERVATOR)' DOME; EPDM ROOFING MATERIAL AT TOP OF BASE I G j A I I I I I I 1 � _ I A-4.1 N A-4.1 I I I I I --- --- I LLJ z to < }- ___- _.l z i 2x I O" R.R. I C" O.G. 2x I O" R.R. @ I C" O.G. i D-/ UJ OL -- ------- — -- - - i I tL Li _ _ --- PROJEGT#: 2022-05 -- -� G A-4.2 _- --� A-3 DRAWN BY: ARR DRAWING#: � ® ROOF PLAN N 4 SHEET 5 OF 6 I TELESCOPE;MOUNT TO BE WELDED PLATE INSTALLED ON TOP OF HH5 TUBE SECTION T.O. DOME T.O. DOMENEXPOME A�T ;; lo'-5"AO'-5"FRAMED PREFABRICATED b'm i ;; 1` NEXDOME VIP +54-O PREFABRICATED +34-O BASE FOR ® \ • PREFABRICATED OBSERVATORY-DOME 3 OBSERVATORY-DOME d OBSERVATORY EPDM ROOFING RING - E 1 �� OBSERVATORY DOME; »�;,.`» RING - MATERIAL AT TOP OF b'xb'xl/2'HH5 TUBE, d) J 10'-5"xl0'-5"FRAMED _I _I BASE WELDED TO 1/2'PLATE -1 TO 3 / BASE FOR OBSERVATORY � ANCHOR BOLTED DOME;EPDM ROOFING ACCESS LADDER GMU PIER BELOW s- MATERIAL AT TOP OF TO TOP OF EXISTIN6 HOUSE BEYOND E BASE T.O. RIDGE TELESCOPE PIER T.O. RIDGE I - � -- ----- ---- - E2q'-4" 2x12 RIDGE 2x12 RIDGE +2G1'-4" zgna`. •-j 5 -------- -^----- 30 YEAR ASPHALT 2x10 ROOF RAFTERS SHINGLES,COLOR TO WITH COLLAR TIE5® 12 ROOF FINISHES TO MATCH EXISTING ,� p MATCH EXISTING HOUSE I6"O.G. 6 ROOF AND WALL FRAMING DOH T (�TUIRAL SERVICES -------------- -- TO TIE IN TO EXI5TIN6 x O RIDGE HOUSE;ROOF PITCH VENTED VINYL 2xb R.R.0 16• 2 5 ROANOIGE AVENUE O.G. NEW GUTTER TO TIE IN TO SOFFIT 2xb G.TaIb" EXISTIN66UTlER RIYERHEAD, NY IIQ01 7t - - 5/4x122"FASCIA BOARD SEAL: I (� I to VENTED VINYL VENTED VINYL SOFFIT SOFFIT 6"ALUMINUM CUTTER A WALL FRAMIN6 THIS AREA «� T .._. NEW WOOD I VINYL SIDING TO MATCH EXISTING � y 4 STAIR; BUILDING WRAP k.* �.. 13R(7-1/4") 1/2"PLYWOOD SHEATHING , A • 2x4 NOMINAL FRAMING / - - - - FRAMED 12T(l0") Q 1/2°PLYWOOD SHEATHING INTERIOR �� c -- - - -- - - -- - - - 5/4x12"FASCIA PLATFORM -1 �s'` ------ ---- - - - BOARD f() 5'-0 II ' -------------__---__-.- -- -----._-_.-__-.__ ---.---- - NEW 2x10 FRAMING TO BE i k -- ----- --'- SISTERED IN TO EXI5TIN6 { --- --- -- - -- ------- - HOUSE FLOOR FRAMING ' ^. ------ - - _ III - - - - - -- - - - - - - \\ //\//\//\//\//\//\//\//\//\//\//\ ' \,�i•, ._ ..__.....:-,��,;' �,, -- --- 5EGOND FLOOR SECOND FLOOR /j/� EXISTING /\/\\/\\/\\/\\/\\/\\/\\//\//\/\\ : r �,• -------------- ------------ 1; EXTERIOR \�\/ /\ - -,•' -- ------ -- ------- ---- - 4"LLEADER FOR +12 -I ///\�//\�//\\/\\ STAIRWELL NEW 4'-O'x8'-0"O.HD. NEW WOOD STAIR; /\/\/\/\ m • / / -------------- -- / — - - - - - - - 20R h-1/4") TYPICAL WAI I CONSTRUCTION ------------ -- VINYL SIDING TO MATCH EXI5TIN6 ----_---------------- / 19T ll0") Hl11LDIN6 WRAP J / / � 1 // / / // DATE ---- - -_ ..-.-.__.-._. --- ---- - - Ib"TJI o l2'O.G. '. T- ;. \ \ \ \ � ----.-_-- --.-- ---- --- ----- - - - 2b•x2b"FRAMED BUIL PLYWOOD SHEATHING \ \ \ \ \ \ \ \-_-----_-- ----------- ------ -- OPENING IN PLATFORM 5/4'2xb NOMINAL FRAMING //�//�//j//j /\//\//\//\/ 05-I-I-202�2 ISSUED FOR - ----` _- ---- `- _ -- ---- _ VINYL CORNER 1/2'PLYWOOD 5HEATHIN6 INTERIOR B I DD I N07 AND PERMITS O?-22-2022 REVISED - --- -- VINYL SIDING TO MATCH Ib`xlb"GMU PIER \,\ \ \ \ \ \ \ \ \ \ AFF-R.Ex15TIN6 HousE l6ROUT4 sARSD w/ IF - - �I5/tea"ANC ELT \//,/ / / / / // TOWN COMMENTS ------ - - ----- - - I L_ - - -I ---' --- -- - --- J I__ TREATED SILL o 36"O.G. - - - _- --- ------- = 4"CONCRETE �,/ G T I ®I -_— _�- -- - ------ - SLAB o 5500 I I - ----- -- - - — ----- — — — SCALE. 1/4 = I -O-.._ . . FIRST FLOOR 11 � {• FIRST FLOOR 3500 PSI CONC. b"GONG. \\ \\ \\ FOOTING.BARS \\ \\ T.O. FOOTING ATIONO3 //\//\ �� BE BENT INFROM PIER TO P5I �\/\\/ " \\/ L - - -- - - - - - - - - -- - - - - - - - - - - - - - - -- - -J / / � // \\ 10"x2o'GONG. \';\ / // %/i\ \//�\//\�' FOOTIN6 0 \�\\,�\\�\ l�l �T � VAT I Oil 5000 PSI 5 G T 1 ON SCALE: 1/4" = I'-O" SCALE: 1/4" = P-O" I T.O. DOME DOME BASE CONSTRUCTION T.O. DOME PROVIDE ALUMINUM FLA5HIN6 AT ROOF EDGES NEXDOME b'm t34'-O" EP>M ROOF MEMBRANE PREFABRICATED ICE+WATER SHIELD UNDERLAYMENT 10'-5"xl0'-5"FRAMED +34'-a" OBSERVATORY-DOME d 3/4"PLYWOOD DECKING BASE FOR RING - 2x10 DOME PLATFORM FRAMING 0 12"O.G. OBSERVATORY DOME; - 2xIO"RIM JOI5T5 AT TO OF WALL PERIMETER EPDM ROOFING d • 3/4"PLYWOOD SHEATHING MATERIAL AT TOP OF ASE B S•xl OR FRAMED 2xb FRAMED WALLS AROUND PERIMETER B d BASE FOR OBSERVATORY (3)2x12 FRAMED OPENING DOME;EPDM ROOFING b"x8"xl/2'HH5 TUBE, MATERIAL AT TOP OF BASE T.O. RIDGE ANCHOR BOLTEDBOL ED PLATE CMU T.O. RIDGE +29'-4" PIER BELOW +2G'-4" TY�I GAL NOTES: ACCESS LADDER TO TOP OF / \ TELESCOPE PIER \ _,- I EXT. WALL: ANDERSEN ATCT070 WINDOW.SILL HT.9'-O•AT TYPICAL ROOF CONSTRUCTION 2"xb" STUDS ® Ib"o.c. (10' HT. ® 15t FLR. d 7'-7" HT. a 2nd FLR) SHEATHING: SECOND FLOOR 30-YEAR ASPHALT SHINGLES PLATFORM CONSTRUCTION 1/2" MIN. COX PLYWOOD, EXTEND TO COVER FULL TOP, SOLE 4 SILL PLATES. -- . ICE+WATER SHIELD UNDERLAYMENT 12 " 1/2"PLYWOOD 5HEATHIN6 THEN COVER w/ 15 LB. FELT or TYVEK W.P. MEMBRANE (OR EQUAL). VERIFY 12 --- - 12 • 3/4"PLYWOOD SHEATHING _ • 2x8 JOISTS o 16"O.G.;PROVIDE • 2xlO"NOMINAL FRAMING 0 Ib'o.G. � HAN6AR5 AS REQUIRED SIDING/REOMT5. 4 ALL FINISH TRIM (AS APPROVED BY OWNER). 30 YEAR ASPHALT PROVIDE COLLAR TIES 0 I6.O.G. q • 2x8 RIM JOISTS o PERIMETER 5HINCLE5,COLOR TO 4x4 PO5T5 AT CORNERS ROOFING: IL MIN. - MATCH EXI5TIN6 HOUSE 32"r GORE ARCHITECTURAL GRADE (MIN. 30 YR. RATING) ROOF SHINGLES (A5 SELECTED �' - 7 +� BY OWNER) OVER 15 LB. FELT 8 1/2" MIN. COX PLYWD. SHEATHING. USE b 12 b 0 C3) 2x12 � - - - - --- b'ALUMINUM ® OPENING von _ NAILS PER SHINGLE 4 PROVIDE ICE SHIELD UNDERLAYMENT AT FIRST 24" MIN. ---- TER q �� I I 6•0 FROM ALL ROOF EDGES/BREAKS. ALL FASTENERS 4 FLA5HIN6 TO BE ---- - - BO,� fn +�� i CORROSION RESISTANT. - _-- ---- - --- -- �- r -- - - --- - b'ALUMINUM ---- ----.-" --- ----- ------ b•ALUMINUM 6UTrER GUTTER ROOF TIES: � ----__ _ --- - PROVIDE SIMPSON, G520 5TRAP5, GUT TO LENGTH F/ MIN. 8- Bd NAILS, EACH ■ \ LU - -- NEW wooD END OF STRAP, AT EACH RAFTER ® I6"o.c. USED TO TIE ROOF RAFTERS TO �J Z — z -- - --- STAIR; O WALL STUDS, BELOW. VERIFY PROPER ALIGNMENT OF STUDS d RAFTERS FOR `n --- _ - - ---- -- - - - BOARD 12TT l0") _ CONNECTION OF TIES. r V l----- - - -- 5/4x12'FASCIA - -- --- VENTED VINYL ! WALL TIES: F _ z - E -- soFFlr REQUIRED ONLY ON (2 5TORY HT) ROOF SUPPORT WALL5 : WHERE UPPER --- ANDERSEN ADH3050 LEVEL STUDS ALIGN WITH LOWER LEVEL STUDS: TIE STUDS TOGETHER w/ - --- - - -- WINDOW w" Ix4 TRIM.NICE 5IMP50N G520 STRAPS ® Ib"o.G. USE MIN. 7-8d NAILS, EACH END OF STRAP. ANDERSEN ADH3050 _�------ -- - - HEIGHT IS"OFF SECOND WINDOWI w/Ix4 TRIM. ----- - -_-- -- FLOOR SILL HEIGHT AT la• (SEE STANDARD DETAILS,DWG. I). OFF SECOND FLOOR -- _ --- --- - - - — ---- - -- SECOND FLOOR SECOND FLOOR to --- +12'-I" SILL/WALL TIES: +12'-1" Ib•TJI o 12"O.G. 16"TJI o 12"O.G. REQ'O. ONLY AT WALLS %PPORTIN6 ROOF STRUCTURE : USE 51MP50N 0520, 0 -- _- - 20 GAGE STEEL STRAPS ® Ib"o.c., GUT TO LENGTH A5 REQ'O. FOR 7-8d O N _-- - --- - - 2xio RIDGE NAILS, EA. END. WRAP FROM UNDER ANCHORED SILL $ UP OUTSIDE FACE OF 1 TYPICAL WALL CONSTRUCTION WALL, IN LINE w/ 5TUD5. (5EE DETAIL, DWG. 1) - _ Q . VINYL SIDING TO MATCH EXISTING tu --- -_.---- -- -- -- - --- N BUILDING WRAP l 1 --- - - ----- --- 2xb NOMINAL FR4MIANGI HEADER: v - --- _ - - —_- 1/2"PLYWOOD SHEATHING INTERIOR �� �� �� - ----- -_ — - 2xb R.R. -- VINYL CORNER MIN. HEADERS: 3-2 x8 AT 2xb WALLS, AND 2-2 x8 AT 2x4 - 0 Ib"O.G. NEW WOOD STAIR TRIM 20R(7-1/4") WALL5/PARTITION5, UNLESS NOTED OTHERWI5E (U.N.0). SPANS OF 6-0" AND wT(10") _ OVER;SUPPORT w/ DBL. 5TUD5, 9'-O" AND OVER;SUPPORT w/ TRIPLE 5TUO5. - _ 1 N 1 CV PROVIDE METAL TIES (51MP5ON L5TA21, or EQUAL) FROM HOR. TO JACK STORAGE PROVIDE BASE I Q STUDS AT EXTERIOR WALL5 5UPPORTIN6 ROOF STRUCTURE. W _ b'-0"xa'-0.OVERHEAD PLATE AT TOP • - Ib'xl6 GMU PIER 5/b"ANCHOR BOLT 6ARA6E DOOR OF EXIST CONG. 6 ZOUTSOLID w/ THROU6H PRESSURE n^0, - HALL FOR (4)#5 BARS TREATED SILL 0 56'O.G. L� NEW FLOOR FLOOR FRAMING FA56 1 A/ SOFFIT: OL - - - FRAMING TO IS 8•GONG. 1"xb" FASCIA w/ 2"x SUB-FASCIA (AS NEEDED), SOFFIT: MATERIAL (TBO) w/ _ - - - - TIED IN TO EXIST. FOUNDATION _ - --- HOUSE 4'CONOPETE KALE 0 5000 CONTINUOUS SCREENED VENT, VERIFY ALL DETAILS, TRIM, ETC. - OPT. SLAB o 350o P51 VERSATEX TRIMBOARD (or equal) AND/OR T46 WOOD TRIM AS SELECTED. PROJEGT#: 2022-05 INCLUDE GUTTERS 4 LEAD -- FLOOR E S APPROVED BY OWNER FIRST FLOOR _____-_____ 1 FIRST FL O �' /'' . , - +a'-o" / / /\ / / / / / / / / / /. ------------ -------- L \ \ \ \ \ \ \ \ \ • :. \ \ � \ \ \ \ \ \ \ \//\/� +o' o' DRAWN BY: ARR /\/\/\/\/\/\/\/\ \/\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \ \ \\ \� \\ \\ \\ \\ \\ \\ \\ \\ \/\\/ SUB-FLOOR: ,\ ______________________ . .' j\\j\\�\\\/\\/\\/\\/"/-' \\\/\\/\ \/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/ /\\/\\/\----------------------- 3/4" THICK, A.P.A. RATED PLYWOOD, ALL EDGES OVER SOLID BLOCKING, GLUE - ---------------- / // NAIL PLYWOOD TO FLOOR JOISTS/FRAMING. - (VERIFY SPECIFIC • \\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\ \/\\/\\/\\/�\/\\/\\/\\/\\/\\/\\/ \\/\\/� T.O. FOOTING UNDERLAYMENT REQUIREMENTS FOR ALL FIN15H FLOOR MATERIALS AS /\//\//\//\//\//\//\//\//\//\// \//\/ // .//\//\//\//\ -3'-O" SELECTED BY OWNER). DRAWING#: — —— — — — -� \\//\\//\\/\\\/i \Z/\\//\\//\\//\ \\ \\/\\/\\ \\ \\/\\ \ — RIM BOARD: - - - - - - - --------------------- \ \/\/ / 8"xl6"GONG. \ \ \/\ \\/\\/\\/\\/\\/\�\\/\\' 24"x24"x4b" \/\/\/\/\/\/\\ FOOTING o AT TJI ENGINEERED FLR. JOISTS BY WEYERHAEUSER ILEVEL USE MIN. I" e-RIM ---------------- "--- /// / \ •///�/ //�//�//\��//�/ 3500 P51 GONG. /j//j//j//j///\// 3'°°°P51 BOARD (or EQUAL) EXCEPT AT PORCH 4 DECK NAI LER5;USE IY4" RIM BOARD. --------------------- \ \\ \\� EXISTIN6 •\\ \\ \\ \\ \\ \ \ FOOTING.BARS \\ \\\\\�\\,\ _________ ___ //\//\// EXTERIOR STAIR '�,// // // // //\% FROM PIER TO ALL INSTALLATION DETAILS MUST FOLLOW MFR. SPECIFICATIONS. USE 2-2x4 �I I \/ �I -------- - WELL TO BE BENT IN VERT. SQUASH BLOCKS (PER J5T) UNDER ALL BEARING PARTITIONS $ POSTS. I `�®RT XT I ®I �► BASEMENT SCALE: 1/4" ///j//j//\/ 71 ®� SCALE: I/4" = I'-O" SHEET 5 OP 5