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HomeMy WebLinkAbout51665-Z �o'tpF SOUryo(o Town of Southold P.O. Box 1179 �a 0 53095 Main Rd COU,M,N i Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 47127 Date: 06/11/2026 THIS CERTIFIES that the building SINGLE FAMILY DWELLING-ADDITION AND ALTERATION Location of Property: 6760 Great Peconic Bay Blvd Laurel, NY 11948 Sec/Block/Lot: 126.41-3.1 Conforms substantially to the Application for Building Permit heretofore,filed in this office dated: 11/06/2024 Pursuant to which Building Permit No. 51665 and dated: 02/20/2025 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: Reconstruction (demolition per town code) of a single-family dwelling with an unfinished basement, covered front porch, sunroom, outdoor shower and a 2nd floor balcony as applied for. The certificate is issued to: Charles Pardee ,Jill Mennicken Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: R-24-0587 4/7/2026 ELECTRICAL CERTIFICATE:. 114418 11/20/2025 PLUMBERS CERTIFICATION: Philip Swotkewicz 11/25/2025 A horiz S gna ure �QPSUUryo�C TOWN OF SOUTHOLD BUILDING DEPARTMENT ' A TOWN CLERK'S OFFICE Co jai. 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#: 51665 Date: 02/20/2025 Permission is hereby granted to: Charles G Pardee 4891 Long Beach Rd SE 3#321 Southport, NC 28461 To: construct additions and alterations to existing single-family dwelling as applied for per SCHD& Trustees approvals. Premises Located at: 6760 Great Peconic Bay Blvd, Laurel, NY 11948 SCTM# 126.-11-3.1 Pursuant to application dated 11/06/2024 and approved by the Building Inspector. To expire on 02/20/2027. Contractors: Required Inspections: Fees: Single Family Dwelling- Addition&Alteration $1,789.13 CO-RESIDENTIAL $100.00 Total $1,889.13 Building Inspector ` � � 20 ( Miller Place, NY 11764 CERTIFICATE OF ELECTRICAL- -~C~ ~L COMPLIANCE i Applicant: WildwomdelecunicInc Rough Certificate-- -- ���~�= Final Inspection Date: Nov 20, 2025 Application No.: Building Permit No.: 51665 County Tax Map No.: 126. 11 3.1 it This Certificate of Electrical Compliance is limited to the inspection and compliance of electrical equipment and/or work described below, installed on behalf of the applicant named above, located at the premise of and not after the inspection date ---'- Owner: Charles 6 Pardee Site Location: 6760 Peconic ' Blvd, Laurel,- -' --- '- `if different): / Reaidanbu| Indoor 12 Basement 0Gomico FlOhod LJCummao� Outdoor 0F�or Flpoo — | -- `~ =m DHnttub . LJNew Renovation second Floor FlAttic/3ndFloor Fl Garage ' Addition []aurvov []pvSolar ^.Fl -- Gonomonr CD Conversion FlSigns Fl Battery Storage F7 Safety Inspection Cvhac ) INVENTORY ' Single Phase Heat ouplexnecpt 95 Ceiling Fixture 65 Dualmnc Breaker 40 Three Phase Hot Water ` uro/n°qt ," Wall Fixture o Smoke c��/ | / Main Panel um *oovnd oinolenvcpt Recessed Fixture ««Detect | I Sub Panel 1 AC Blower u nongenocp �mm � � �so� o o Central Transformer Appliance Ckt 6 Dryer Recpt Emergency Time Clock Disconnect 3 Switches 98 Twist Lock Exit Fixtures GFC1 Breaker Pumps 2 Heat Pump 2 Electric Heat Pool Luminaire Exhaust Fan 4Other Equipment:200 amp underpinning service 2-outdoor AC compressors This certificate is an odgJnal re-print. ' | � / The electrical work and/or equipment described above were 1 nspected and � | / / ! / requirements and this office. ` ( ` < . Applicant: W------ Electric Inc License No.: 4838 | � Date Printed: Juoi2,2026Inspected By: Joe Coppola ' ! �. / L_~____�_�_ ����------�---------------___ i / '-- ' ' - ----- - - - - ------- --------__-- _- ---'___-_ J | / | � ����' _.a.o. ,r.,,. w. .._u::�«,.....,.�...,,,:,m»....,,.FtF�ICn�y'rr &' � ✓� r,,�,.-amr»�fisa �r. ... trR� �ti -71 0 706ert'VLl Alux" GO ORSOV13,10LD, DEC 3 0 2025 : rer�..c�I, .�. Co7loa P�cdn c. . .�vo�� K G oitAn, Ri: Rie ; r; ' k = , ., taatx,° omru�ss�p )3cp'x.sm.,y .. y t I I � z i i SOUTyOIo f 6fL/5F SOUTHOL YJ y � T N OD BUILDI G DEPT. courm, 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/ 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: d S" �i4d2�• '�llU� DATE INSPECTOR OF SOUTh°� # TOWN OF SOUTHOLD BUILDING DEPT. Mum��'' 631-765-1802 . � INSPECIRMGHPLBG. N ebb [ ] FOUNDATION"1 ST/ REBAR [ [ ] FOUNDATION 2ND [ INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] .FINAL [ ] FIREPLACE & CHIMNEY [ ] .FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANTPENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PR C/O [ ] RENTAL EMARKS: I�-� �� fig t , molyu pp h-aAc�l Alt WL,-�, . Somw_ rA 19 KnNth& kl/ 't tyk L_ \_01&� DATE INSPECTOR �o�apE SOUTyO�o # TOWN OF SOUTHOLD BUILDING DEPT. yourm,� 631-765-1802 INSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] SULATION/C ULKING [ ] FRAMING /STRAPPING [ FINAL ��OINOA&) [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION f ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION : [ ] PRE C/O [ ]. RENTAL REMARKS z�-, y r 1/ ri vt %�mt& ma's 1� DIAo L DATE INSPECTOR 1p � 33 ak--moo I TM A4R '• Y' Q1K[PC i��CYNFNE' +I K - ifiAN spray Foam Specialists i Radiant Drywall and Insulation Corp. www.Ladiontitisuisysrems.com P O 86x,899 Middie Israiid,'NY 11953 VhoneA63i 9240500 Vag:631-924-4$84 .E1'1VtrQDrir1 � 3vLASii11!q±iI7J#ii iiF Commercial Lic:Suffolk:36254-H Residential Lic:Nassau:H1901650000 Certificate of Insulation 12/18/25 Job Site: Bayland Group Inca 6760 Peconic Bay Blvd, Laurel Radiant Insulation Systems has supplied and installed the following insulation items. Please see locations and values as listed, .Insulation-Supply and'Install: 9 %"(R-35.15)Open Cell Spray Foam at Underside of New Roof,Intumescent"No Burn"paint where exposed -5"(R-18.5)Closed Cell Spray Foam followed by Intumescent"No Burn"paint at Roof Rakes above l st floor Kitchen -5"(R-18.5)Open Cell followed by R 2l Batts at 1st floor overhangs -2"(R- 15)Closed CeII Spray Foam followed by R-13 Batts,R 15 Rockwool where exposed at Exterior walls above grade and walls separating conditioned to ambient Basement -3"(R-22.5)Closed cell Spray foam throughout basement/crawlspace sill -R-21 Batts throughout 2x6/2x8 basement/crawlspace ceiling joists,R-30 batts at 2x10 ceiling joists -Fire Caulk and Window Foam to code -3"(R-22.5)Closed Cell Spray Foam followed by 2"Rockwool at 2x6 joists,3"Rockwool at 2 x 8/10 joists at basementlerawlspace ceiling -5 'V? (R-20.35)Closed CeII Spray Foam followed by"No Burn"intumescent paint at Primary Bath Roof Rakes i Tony Costagliola Vice President - V4. INC-4.14,inuf ROAM! 0 ..........,Diurig,NY I T Pen tit CbmgUance mthway; iTw!Cbwplofcd�b.y chistopher-Sityls- 1� lkgwr lb4l VIC 4j.4&- 1 A ej 'Olume, 1 ;+r tlrtff�n+�d crawb ae.� !� V Esc MA O*A ftLv)ndldo -d Ro -a are of yo rfL d r d P. 56410 ,Q e- bor OMOAPI�JZV ,OA-601,00.4 r4 LCM-1 @50'ipa _4146, Djj� t IN rNg �Ilh tre- 660 n ge ff(--FA, Code col"Pliallcop 0 m4.ft, 11WWAmi4 --------...... WOO I fil%ift*arf.w 'd re MR -.1w.boWin and P��noytc quired by,2018'ItMiasj amended,by the'.I. _4s 4M pl nyg JD he Ah-'0 0 Of-'a,0 pie l*�V-w r 'ITO 7o 0� w r ►n + e/ JTA - . 94 ":I'm TWO --.�b�=�+.r'�—V.+W:..V`ar•tir ' �.+�at sue.—.. TM _ AMMMM KNEW Spray Foam Specialists Radiant Drywall and Insulatlan Corp. www RadionttnsulSvsrems.com MiddleIsli3hd,'NYT1953 Vhones6-'. 92"906 Fax:G3t-924=4.5.84 E1'1ViC4Dl"riI. } a•►.�Snix�3sgftapt rlF Commercial Lic:Suffolk:36254-H Residential Llc:Nassau:H1901650000 Certificate of Insulation 12/18/25 .lob Site: v u Bayland Group Inca 6760 Peconic Bay Blvd. Laurel r APR 3 0 2026 Radiant Insulation Systems has supplied and installed the following insulation items. Please see locations and values.zs.­�.;yT listed, Insulation Supply and'Install: -9%s"(R-35.15)Open Cell Spray Foam at Underside of New Roof,Intumescent"No Burn"paint where exposed -5"(R-18.5)Closed Cell Spray Foam followed by Intumescent"No Burn"paint at Roof Rakes above 1 st floor Kitchen -5"(R-18.5)Open Cell followed by R 21 Batts at lst floor overhangs 2"(R 15)Closed Cell Spray Foam followed by R-13 Batts,R 15 Rockwool where exposed at Exterior walls above grade and walls separating conditioned to ambient Basement -3"(R-22.5)Closed cell Spray foam throughout basement/crawlspace sit] R 21 Batts throughout 2x6/2x8 basement/crawlspace ceiling joists,R-30 batts at 2x10 ceiling joists -Fire Caulk and Window Foam to code -3"(R-22.5)Closed Cell Spray Foam followed by 2"Rockwool at 2x6 joists,3"Rockwool at 2 x 8/10 joists at basement/crawlspace ceiling -5 '/a" (R-20.35)Closed Cell Spray Foam followed by"No Burn"intumescent paint at Primary Bath Roof Rakes Tony Costagliola Vice President JAMES J. DEERKOSKI P.E. 260Deer Drive Mattituck,NY 11952 (631) 774 7355 Date: October 21205 To: Town of Southold Building Dept. Re: Footings,Foundation,'Damp Proofing,and Strapping Inspections ,Permit#51666 Pardee L "LlIj. 6760 Peconic Bay Blvd.,Laurel APR 3 0 2026 To Whom It May Concern: This letter certifies that Footings,Foundation,Damp Proofing,and Strapping inspections were performed on the above mentioned Home. All Footings,Foundation, Damp Proofing, and Strapping work were installed as perplan and Per New York State Building Code. Any questions feel frel�\Call. \ )�'ncerely, cP� bE Deeilcoski P.E. A 'p 0 J i 0 . F _ r r � - ��i 'ram ,' t,'Jf.� i � • I _ S\ �i.. �1 I .� u • • � �P,ii�i � L s• 1 I 1. S' y • C �1 i s . � I • oy°gUrFUIKc s TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone(631) 765-1802 Fax (631) 765-9502 https://www.southoldtownny.gov Date Recelved APPLICATION FOR BUILDING PERMIT For Office Use Only i..I L... •. %,. "3 I _._ . PERMIT NO. Building Inspector: NOV - 6 2024 Applications and forms must be filled out in their entirety. Incomplete i applications will not be accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed. Date: OWNER(S)OF PROPERTY: Name: Charles Pardee SCTM# 1000- 126-11-3.1 Project Address: 6760 Peconic Bay Blvd., Laurel, NY 11948 Phone#: 631-269-3037 Email: pardeecg@gmail.com Mailing Address: 6760 Peconic Bay Blvd., Laurel, NY 11948 CONTACT PERSON: Name: Lisa Poyer,Twin Forks Permits Mailing Address: 288 E. Montauk Highway, Hampton Bays, NY 11946 Phone#: 631-644-5998 Email: lisa@twinforkspermits.com DESIGN PROFESSIONAL INFORMATION: Name: MCH Design Services Mailing Address: PO Box 1256, MattituCk, NY 11952 Phone#: 631-298-2250 Email: michael.hand.design@gmail.com CONTRACTOR INFORMATION: Name: Same as the owner. Charles Pardee Mailing Address: 6760 Peconic Bay Blvd., Laurel, NY 11948 Phone#: 631-269-3037 TFM; pardeecg@gmail.com DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure ®Addition ®Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ toa5,wo . OD Will the lot be re-graded? ❑Yes 19 No Will excess fill be removed from premises? ®Yes [:]No 1 PROPERTY INFORMATION.` Existing use of property: Single Family Residence Intended use of property: Single Family Residence Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R-40 this property? ❑Yes [XNo IF YES, PROVIDE A COPY. 12 Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by 'Chapter236 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 Southold,Suffolk,County,,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,' housing code and regulations and to admit authorized inspectors on 1premises and in building(s)for necessary inspections.False statements made herein are punishable as a class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Application Submitted By(print name): Charl Pard ❑Authorized Agent IXOwner Signature of Applicant: Date: Z3 rT1_ ZOZ STATE OF NEW k5cwNkA,_ SS: COUNTY OF jj !!66� Charles Pardee being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the owner of the subject property (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 aar�day of g.10(, ,20,24 ' Notary PublicCe ' L. Matie Caifow iy Notary PublierNa tb.Cardina PROPERTY OWNER AUTHORIZATION BrunSwWX;b_U* My Corviffssi MPIMs (Where the applicant is not the owner) October tl. 27 I, Charles Pardee residing at 6760 Peconic Bay Blvd., Laurel, NY 11948 do hereby authorize Lisa Poyer,Twin Forks Permits to apply on my behalf t the wn of Southold Building Department for approval as described herein. 7-9 App- zo, Owner's Stnure Date 1Z1 Print Owner's Name 2 .•Yy .,, i'F 4'r $iG,,. y" a,^ �k"',.'r,�^�+ '�.. e°r-i'� Mg." ' e"e; (b v ''; gz. ... ------------ BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD,NEW YORK f PERMIT NO. 10765 DATE: APRIL 16, 2025 ` f ISSUED TO: CHARLES PARDEEE & JILL MENNICKEN c �.n t , PROPERTY ADDRESS: 6760 GREAT PECONIC BAY BO E }Ak-D LAUREL s SCTM# 1000-126-11-3.1 AUTHORIZATION '+ Pursuant to the provisions of Chapter275 of the Town Code of the Town of Southold and in. M accordance with the Resolution of the Board of Trustees adopted at the meeting held on April 16,2025,and in consideration of application fee in.the sum of$1,250.00 paid by CHARLFS PARDEF& JI.LL MENMCKEN rt ` and subject to the Terms and Conditions as stated in the Resolution,the Southold Town Board of Trustees authorizes and permits the following: i t , Wetland. Permit to demolish existing 1 '/2 story,3 981sq.ft. dwelling (Per Town Code j `N g �.l Y Y .k'iyY 4I Definition)consisting of demolishing existing second-floor and construct a new t: ! . l 906.2sq.ft. second floor with an 8'x17' balcony; reconstruct a portion of the first floor �E and sunroom and construct a 91.9sq.ft. addition and it 355:2sq,ft. sunroom; construct a F 300.3sq.ft: northwest addition; construct a 28sq.ft. south landing and new 415.2sq.ft. landward covered porch; install a 5'Vx1612" basement egress with retaining walls; ' f reconstruct existing 4'x416" outdoor shower; A/C units against dwelling; abandon F: i existing septic system and install a new I/Z sanitary:system; and to establish;and Y perpetually maintain a 15' wide vegetated, non fertilization buffer area along the P P Y g a g landward edge of the bulkhead; with the condition of a two-0-one tree replacement; all ro i et, as depicted.on,the site:plan.prepared by MCH Design Services,received on April 25, 3,E 2025, and stamped approved on April 28,2025. 1 IN WITNESS WHEREOF,the said Board of Tntstees hereby causes its Corporate Seal to be axed, d and these presents to be.subscribed by a majority of the said Board as of the day and year written above. ' YY ,� i gut FQ�(,�• ���✓✓✓ 5 F `t t o r _ iz.GiIlooly -Absent Sii'kY&r^.56�++.e ... t � "N t �� ��`a�" �}. � "'2�y�y. 1'if ±'1i..., _'fir "�..t R 5'."� '4� `�' `4,�• t `sP+� �. �d2.- ` 'a'-� ti`" � ,� ;.off ,� 4.r••�" � �'�' 1 rnF�` Midi <F� "ee Pi -.:;,,.,L"y ./. '• :'y �g�„RF�,.1� d�Fa"g'+,�, , i., f. ��a .� ,.�r"'e...roR. �.� -�'�..-�f �a:. J#A`, Rab�+.s_. '�`- •.�'7 a"�'Uar '�4'y'' y ..'. ,`1. rd;.iyil.r,, y '-s >.�w` . y «' sv" .fl >�*�"��a. 'w��` "a a ,5'�' :. -w ,. _.: At .. .,F:r"i " `;;,y. -ek �, ,'^`, ,t �.::.:.,� Y�'� �,��, _ ✓^-t,.K- : "4!`4,�" $¢t h:✓' 3`n:*' Y d v'�•,''! m� "t • �u�i CE � yCGd 1 f( u"„b rAt � arAsa r a c�? u� « ? s , `*s 32a { T' BOARD Ok' SOUTOLD TOWN:TRUSTEES tat, SOUTHOLA NEW YORK vw '` � InATE` OCT'OBER rX6 2024 :� ;� PERMIT NO 10662AS F r � ISSUEA TOE CHARLES PAIZDET: &JILL':MENNICKN . , ' =r PROPER'f S�ADDTtESS; 6�60 PECONIC BAY BOULEVARD,LALTREIJ } � lit i.gsCTM#`1000 126 •.{ f } AUTHOR ` I - Pursuancto the provis�pns of Chapter 275 of the Town Code of the Tom of Sautho(d andA # ( accordance w�tlt.the Resotut�on sfthe Board ofTrustees;adoted at the p meettn held on,Octobet 16 20?�t and;:: " 3 rn cons�derattoim crf application fee fn tiie sum oft 2S0 00 paid.by Charles Pardee& Till Menncken and r j subject d'Ahe Terms and Condtttons as stated Xn the kesoluupn,Elie Southold Town Board af'Irustees agthorizes and perrnits ttie following , Wetland Permit for`the existing I '/a story dweilmg; demolasb excis#ing second floor . s + + t and eonstruct;a 906 2sq f#. seco d floor, the instruc#ion and add�tYons to the exYstmg d 4 , lid4s �t � firs#Hoar andsunroom, new sou#h landmg,'new landward covered porch, abandon ' � ,�� eXisti g septic system and install an Ii,A UV4'TS system! and#o'iesta. is., and t er etuall maintain a 1S' wade non turf buffer alot� the landwai d ed a of the "M` hr P. P Y g g bulkhead;all as de Ycfed on the.site lap re areci b 1ViCH llesy n Services,received. :=t .. P p.: p P Y g ?` w� 4 on Octabex 22,2024 and stamped apriroved`an October 2g, 1 ,- '� } IN WITNESS WHER1 f. the;said Boardof TrusteesHereby causes its Carpoiate Seal to be affia ed,: A Via,. ' � and these present§to be subscribed by ama�arity of the`sa�d Board as of the day and year wrttfen above Wo 'R F too 4 Ai " s {;� mail > Arai isms s* r•.YySn,R .'h5`. vv?*s�+wt ..4YTS✓�d„3'I'r ..f�;ud �n,, L.T .aA � ti f. v"Ka"'=a��'ry-+��v ��) R'C .. av _; - •s ?„x. �6,�' �' �,:..:c`s.C�.�i-:Milli, k�4 as r�•,,��` �'YP �' �' �, 'a.`a�' 'r4 n'"d7 F;:} '' ',bb'�"' ` m:,+`c r,x. .z, f `^''"•t ^' „zRa" xe�. . -R:n {s ,'a-,,,,drf5. v- s3'' y :. .r� TA .¢:`{4y _.. - "r L"i f^y.�..�LY,, 51u05 Glenn Goldsmith, President S®��� Town Hall Annex 54375 Route 25 Nicholas Krupski,Vice President ,`®V� ®�® P.O. Box 1179 Eric Sepenoski Southold,New York 11971 Liz Gillooly G Telephone (631) 765-1892 Joseph Finora Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE # 2383 C Date: June 10, 2026 THIS CERTIFIES that the demolition of existing 1 '/2 story, 3 981 sq ft dwelling consisting of demolition of existing second floor and construction of a 906 2sq ft second floor with an 8'x17' balcony; reconstruction of a portion of the first floor and sunroom and construction of a 91.9sg.ft. addition and a 355 2sq_ft sunroom; construction of a 300 3sq ft northwest addition; construction of a 28sg.ft. south landing and 415 2sq ft landward covered porch; installation of a 5'8"x16'2" basement egress with retaining walls; reconstruction of existing_4'x4'6"outdoor shower;A/C units against dwelling; abandonment of existing septic system and installation of a I/Z sanitary system, At 6760 Peconic Bay Boulevard, Laurel Suffolk County Tax Map#1000-126-11-3.1 Conforms to the application for a Trustees Permit heretofore filed in this office Dated January 24, 2025 pursuant to which Trustees Wetland Permit#10765 Dated April 16, 2025,was issued and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the demolition of existing 1 `/Z story, 3,981 sg.ft. dwelling_consisting of demolition of existing second-floor and construction of a 906.2sg.ft. second floor with an 8'x17' balcony; reconstruction of a Portion of the first floor and sunroom and construction of a 91 9sq ft addition and a 355 2sq ft sunroom; construction of a 300 3sg.ft. northwest addition, construction of a 28sq ft south landing and 415 2sq ft landward covered porch; installation of a 5'8"x16'2"basement egress with retaining walls; reconstruction of existing�4'x4'6" outdoor shower; A/C units against dwelling;abandonment of existing septic system and installation of a I/Z sanitary system. The certificate is issued to CHARLES PARDEE&JILL MENNICKEN owners of the aforesaid property. 4AVI-tY Authorized Signature New York State Department of Environmental Conservation j.Am Division of Environmental Permits SUNY@Stony Brook; 50 Circle Road; Stony Brook NY 11790-3409 Telephone (631)444-0365 shoe Facsimile_ (631)444-0360 Alexander B.Grannis Commissioner LETTER OF NON-JURISDICTION Richard and Marianna Kirikian August 16,2007 67 Cove Road Oyster Bay NY 11771 NYSDEC# 1-473842195/00007 6760 Great Peconic Bay Boulevard Laurel NY ' SCTM# 1000-126-11-3.1 Dear Applicants: Based on the information your agent submitted and Department files for other properties in the area, the New York State Department of Environmental Conservation has made the following determination. The portion of the referenced property that is landward of the.existing functional bulkhead greater than 100 feet in length and constructed prior to 8/20/77; as:ver f ed on the survey by Van Tuyl and Son dated 11/7/67, is beyond the jurisdiction of Article-25;Tidal;Wetlands. Tl et efo' d 'in-- adeordauce with file cUrte- t Tidal Wetlands Land Use Regulations (6 NYCRR Part 661) ggpermit'is,required under the Tidal Wetlands Act. Please be advised,however,that no construction, sedimentation; or:distiirbance of any.Idnd may take place seaward of the tidal wetlands jurisdictional --—isauirdury;-as-indicated aVave;V;,ithaut a II perms .-is ypr responsibi i 0 ensufe flia a 1.necessary precautions are taken to prevent any sedimentation or other alteration on-disturbance to-the.ground surface or vegetation within Tidal Wetlands jurisd ctioii wliicl inay:resu.lt fr6in your project. Sueli precautions may include maintaining adequate work area,between the tidal wetland jurisdictional'. boundary and your project(i.e. a 15'to 20'wide cdnstilictioii aresr) or erecting.a teinporary.fence;. barrier, or hay bale berm. Please be further advised that this letter does not relieve you of the responsibility of obtaining any necessary permits or approvals from other agencies. Vey' y yours, John A. Wieland Deputy Permit:A n1i zistiatoi, CC: Samuels & Steelman Architects Marine Habitat Protection file BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD Town Hall Annex - 54375 Main Road - PO Box 1179 o ® Southold, New York 11971-0959 *A- p Telephone (631) 765-1802 APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: June 18, 2025 Company Name: Wildwood Electric Inc. Electrician's Name: Ralph Passantino Jr License No.: 4836-ME Elec. email:ralphjr@wildwoodelectric.com Elec. Phone No: 631-236-2211 El I request an email copy of Certificate of Compliance Elec. Address.: P.O. Box 373, Rocky Point, NY. 11778 JOB SITE INFORMATION (All Information Required) Name: Charles G. Pardee Address: 6760 Great Peconic Bay Blvd. Laurel Cross Street: 1 st Street Phone No.: 516-526-8983 Bldg.Permit#: 51665 email: Tax Map District: 1000 Section:126. Block: 11 Lot:3.1 BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): 90% Renovation Plus a Second Floor Addition Square Footage: Circle All That Apply: Is job ready for inspection?: Z YES 0 NO -]Rough In Final Do you need a Temp Certificate?: YES F-1 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 # Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION rcG� � I ti33S 11 SI4Ces- C4L*�- Z(e S(o I —_—___—_—_ GFA CALCUl1T1S SITE DATA ' wu r�arumuman ®�® I � ® ww,naa.ru,o�uwu .t om. /. ` aweopmuut,. C H i I o ❑ � m i �. PROPOS ORM WATER MANAGEMENT DETAILS El \ I o ❑ m m4 .�a�. mW A.n ,.. N,ttN� LLI U \ n 342.93' PIP \ _--_--- ----m— y 02 `3 Q o� N 21 PERSPECTIVE VIEW � 39'20 MINIMUM IIt3 FENCE iENCE VOLT O Pi �O• a'� nuaoadi �' rn e..n nmw®tnm,vs ��[' FENCIE (W66-lob 0 VAVI1 r .. _ FlLTE0.ClOfH � Q u19ED fl M CIL nl D i GREAT \, /' m�, 6 MIN.6'INTOCROUND PECONIC i .,•w• MAXIMUM DRMNALE APEA BAY �I \' m; - a+ N ACRE/100UNFAR FEET APPROVED BY 'S� •parr ,._-_---. — — BOARDOl=TEE5OID , S20'5e'uu m fECFON DETAL TOWNOFSOUTH '\ SILT FENCE DETAILS ooLE OLTDI�er�-`�a \ Li PROPOSED SITE PLAN \ ecAL.E I•.7Ob• DRAWN BY:MH »E,o LoRUzoza SCALE:SEE PLAN \ 1 V E SHEET NO: ocr z 2 zma U \', 5_1 I S.C.T.M.# DISTRICT 1000 SECTION 126 BLOCK 11 LOT 3. 1 #R-24-0587 DWELLING 20.8 LATE L 3 INLET PORT OUTLET SOLVENT WELDED TO 4" ADAPTER ALL(PORTS LONG STUB OF 4"SCHEDULE 40 WORKSHOP 20.8 ARE 4"OPiENINGS PIPE CONNECTED TO FUJI 4"SDR 35 (TYP) CLEAN CEN UNIT(TYP) ITCH 1/8"/FT GRADE 19.7 GRADE (19.2) GRADE 5% MAX EL(19.0) INV17.66 DIST INV17.46 SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES C/O TO GRADE DWELLING INV19.15 INV17.86 INv17.56 BOX EL17.63 PERMIT FOR(APPROVAL OF CONSTRUCTION FOR A WORKSHOP INV 18.44 INV17.3 (1) EACH 4"SDR 35 4"SDR 35 10'0x13'DEEP SINGLE FAMILY RESIDENCE AND PITCH 11/4"/FT I x o PITCH 1/8'/FT LEACHING 0 C� Work Shop POOL p p DODo�O EL 12.78 o0000� DATE 12/5/24 H.S. REF. No. R-24-0587 FUJI CENT EL4.63 APPROVED___9W4AZa w- HIGHEST EXPECT. GROUND WATER EL 1.5 SANITARY INVERTS TOTAL ((MAXIMUM BEDROOMS 6/0 EXPIRES THREE YEARS FROM DATE OF APPROVAL SANITARY NOTES 1.THE OWTS INSTALLER SHALL HOLD AN ENDORSEMENT FROM THE SUFFOLK COUNTY DEPARTMENT OF HEALTH. 2.AN EXECUTED OPERATION AND MAINTENANCE CONTRACT BETWEEN THE MAINTENENANCE PROVIDER AND THE Abendontssent of exisaisAg saeitevy aysL:,ttt cat be in SHALL BE PROVIDED TO THE SCDHS E NG 1 N EE R 7 S C ER T J F IC A T I ON F?EQ LII R E D. DDff W*Ti 3.PROVIDE A 2'VENT PIPE FROM THE OWTS TO THE DWELLING AND CONNECT TO THE SANITARY VENTING WITHIN THE HOUSE S U 15 M IT P-E- OR R.A- CL"R T IE"IC AT ION e0MrIeW fMstTV?j-oeo a6 Pf°Of ' THE VENT PIPE SHALL BE PITCHED TOWARD THE OWTS SO ANY LIQUID WILL DRAIN TOWARD THE OWTS FOR INSI-ALLATtON AND GON3TRLICTIOPI 4.AN EFFLUENT FILTER SHALL BE INSTALLED UNDER THE ACCESS COVER OF THE CEN5 UNIT ON THE OUTLET PIPE Water lines must be inspected by the OF I/A OWTS Suffolk County Dept.of Hgatth Services, PROPOSED SEPTIC SYSTEM FOR 6 BEDROOMS Call(632)852-5754,48 hours in SANITARY DESIGN BY: (1)FWICLEAN CEN7 700 GPD(OWTS) RICHARD M. MATO A.I.A. FQR IFJA L A PPRC)VAl., advance,to schedule inspection(:). _ (1)LEACHING POOL 10'0x13'DEEP (1)EXPANSION POOL 10'0xi3'DEEP PO BOX 2284 AQUEBOGUE NY 11931 4020,61" 2.45^ PHONE:(631)523-5879 18 / 1.ss^ EMAIL:RMATOARCHITECT@GMAIL.COM ELEV. 79.7 1 INLET, 7 OUTLETS BROWNOL LOAM I 0.8' ��PED ARu.P. � BROWN - Box AccEPTs: �` P(�0 M.SM LOAMY SAND 2.1' V \�G t� t'\� 1 - LIGHT COVER#3009C Q �^ 0 \� S�PJ� 19 y MON. t FINE-MED. TOP VIEW HEAVY COVER#3017-C20 4'? . :..- 0�\,3 �( � \ G5�Q SP SAND I GRATE #3017-G20 vt L) `� / �/ \ , ��P� 5.5' 6"TALL RISER#3009 A ! C' G G - 12"TALL RISER#3009-R12h tZ I / p \ �S� �\�p Z �� / G0J0 PALE 23.55" SW MEDIUM NDCAP TYPE 1 1 1 BSA OWN 0) LEVELING DEVICE s��r 04186 yOQ NO WA 7, ri OF HIGHEST EXP.WATER EL 1.5 ti ''' 'F•:.`' 2"INCREMENT, +t:: : ° BOX SEAL, K.WOYCHLIK LS TYP. s'-%>r:;-- POLYLOK SEAL RICHARD M.MATO A.I.A.NYS LISC#041861 v ?� JUNE 1,2015 _.. \ If oo . '�! '. #3001 TYP.40PLCSTYP. 1� EL 18.9 I t� \ MIN.12"COMPACTED SAND OR ` 0 I tr t PEA GRAVEL LEVELING PAD V,V DRAIN POLYLOK 20"D-BOX FRONT/SIDE VIEW o��co0 ���F��GJ�O A ,\ \ MATERIAL-HDPE BLUES70NE DISTRIBUTION BOXPOIVIok DETAILS / bF \ G BLO�.::.i \ /U. DRIVEWAY VI/.M 2� ::......... \ \M/ NO PROPOSED GAS SERVICE '•�^�••:••;t''- 8 \ \ f OR INGROUND TANK .:•6� •••• . 1 1� V. EL 19.7 \\ , 5- GRAVEL LAND N/F OF GRADE LOUIS VALENTE �kISTING SANITARY 3•::: �•� 72" •., :.`:•.;1. '•�•i'•. \,���Q• \ �0 BE ABANDONED AND :::.2�'.j11`1G.rn 1\ \ CKFILLED WITH CLEA :• 'SKIS r •y�' COARSESAND :r...' lss{OP..,,.. \\ CHAMBER Volume(gal) QJ O \ \ ELECSFPVICETocoNTROLPANe /� ° •'• WOR 2p8:: :} �-18 EXISTING Sedimentation Chamber 397 d n�O •:::.CONTROL PANEL AND AIR PUMP •::::••\�8••39'W ` GROUND Anaerobic Filtration Chamber 396 `17 1'0 \ �� EL 19.8 06. \ 24" Aerobic Contact Filtration Chamber 181 - <" ELECT,^AND AIR SUPPLY HOSE TO OWTS / '69 EL2 z i Clarification Chamber 90 2'SCH40 RIC VENT PIPE / / ` AIR HOSE AND © Disinfection Chamber 6 \ �L \10'0x13'DEEP /o of �Q\ U P i ELECTRICAL SUPPLY \ F \ Total Volume 1069 LP a• \ ��\ � TP TREATMENT UNIT ANTE E \\ FUJIMAO AIR PUMP ON PRECAST CONCRETE PAD /L \ D p 5' OO � SPECIFICATIONS \; - \� ^^IN CENT I I m NTS Anaerobic Media PP/PE )3 \ �� 3 \g Board Type Aerobic Media PVC/PP/PE Aerobic Media PP/PE LAND N/F OF \��,�\ SN EXP \ \\ Tank lower FRPm ANDREW HOLFELDER v \ \ M \ �\ / Piping PVC/PP/PE \ \ 6 Access Covers Plastic/Cast Iron 18 g_ \� R\��j FD Disinfectant(Optional) Chlorine Tablets \ DWELLING ELECTRICAL PANEL \� \ 19. F�OPORCN PgopN, CN \\ iZ9\x1sT• CpVE93X�AA El CO�9'X323 \\ EL 19.5 CO i VER�/ 'OE -� EL19. \ PA� (S�n4_ FujiClean USA DRAINAGE CALCULATION \ ox6 . 1 s - O REMAIN Toward Clean Water... scuMBAFFL B ��� �. DWELLING W/COVERED PORCH:2668 SQ.FT. \ �.: !;11:;.11t. > .' \ a: \ 8Q op. 1� r.c) <h13�t3iCfl .. N� \ CIRCUIT 2668 x 0.166=443cf REQUIRED PR FAR ` ftt;l)'.:111.:f.. : ' ;a;:i' a DREAKER (2) 8'DIA x 6'DEEP DRYWELL=531 cf PROVIDED ��\ 'S1c10 I fa{ ' ' ``' '`' w z 1� �1 \ Pop '1:FI' 30AMP RpP• \ ECIRCULATION P I DEDICATED TYP \ PUMP(CAL SILT R AIRLIFT SCREEN SECTION oF�,�,, ,. `�° ' `'' IS11NG•' Es •• '•••132 z I ECTRICAL SERVICE TO HYDROACTION CONTROL PANEL © -DISINFECTION GEOTExTILE FABRIC \ P PRoP'IN'1 ,is `'t:.1112 s `(NGS?.? ;.;; u' \ CYLINDER(OPTIONAL) Rr : wE SUPPORT POSTS \\ Ge1'`"P' 760'•i; t''i R \ 4"INLET PIP "OUTLET PIPE t PAVE 4 !A WOOD OR METAL ,1 ,.• :• ':;;:;::: pp110 COV� ED FLOW DIRECTION \ EXpWER ''' ':3 BEORo P PCE`"�:.10 REMRl STOOK 1.1'E q; A� � �/ Ice EXCAVATED AND BACKnLLED TRENCH Etx(S'(lflw/A :':::::::::1.:8:E:•:.::.9:::::::,•'.:i:;;..:..`.::.;.: OPI I 1I CONTROL EL 19.5 PANEL ---EFFLUENT EXISTING cRourD AIR LIFT PUMP MP INLET BAFFL 0 ® Li I / I\SS1ttG r,00 LOW BAFFLE zm"naurn S 1"� PRo��P 119 RECIRCULATION PIP (CLEANING OPENING) B 3�4'AIR INTAKE \1PRopOM W00�.9'X7 I �Q, / IEE FLOW OPENING(TYP PLAN VIEW �3 21 0 EXISTING SANITARY \���,�' 1716 / TO BE ABANDONED / MOH. �\, ( \ AND BACKFILLED / / / 2-4'E �P ISINFECTION EL 18.4 /W/CLEAN COARSE SAND. // / ,�A �� COVER 20'ACCESS COVE 20"ACCESS COVE 24"ACCESS COVE CYLINDER(OPTIONAL) / (TYPPLUG ) (TYP) (TYP) THREADED) SQUARE - a• o / V Installation Guidance FujiClean Schedule 40 PVC 90-Degree Inlet Adapter W \\ \ QEC - // /// _a':A1 �P�' ATE O ��� 'ja > >, The FuijiClean 90-Degree Inlet Adapter has(4)openings(3)inlets and(1)outlet All of these will accept standard \ ON Cr,- 1. -J/1 0St9�pyP� 0, ,���P CONCRETE BASE i- schedule 40 fittings 1%\ Y > 0�\V CLEANOVT BOX vn 2.The top of the inlet adapter has a 6"opening that can be fitted with a 6"SDR riser pipe and cap as a clean out. \m /,/ / DECK \,J qp PA 4 ADAPTER 3.Any unused entry ports on the FujiClean inlet adapter shall be capped with a 4"schedule 40 adapter&plug,or a Schedule 40 slip / \ / / 00 Q J\ cap that is solvent welded to a short stub of pipe inserted and solvent Welded into the adapter port. / / / 1N 9 w 4.The lateral entry adapter shall be secured to the FujiClean unit using a 4"long stub of 4"schedule 40 pipe that is solvent welded ( \ / / /"`` ya9' �� z 30 DEGREE FITTING into the adapter outlet end and FujiClean inlet so that the adapter fits flush on the FujiClean unit \ / / 6 1P \ j 5.The installer shall ensure that the soil beneath the adapter is backfilled and compacted sufficiently to support the bottom of \ \ EL 18.2 // Q- / �Q. 4 0 the adapter and prevent any settling or sham on the adapter or FujiClean unit. 60 E B;O� 6.Metal fttings,pipe,and caps are NOT to be used for installation of the adapter. \ \ _}� / ^ry " 7.Must Install a cleanout to grade in accordance with the"STANDARDS FOR APPROVAL OF PLANS AND CONSTRUCTION FOR \ \ F pl G/ SEWAGE DISPOSAL SYSTEMS FOR OTHER THAN SINGLE-FAMILY RESIDENCES"and the"STANDARDS FOR APPROVAL / / , APO FLOW OF PLANS AND CONSTRUCTION FOR SEWAGE DISPOSAL SYSTEMS FOR SINGLE-FAMILY RESIDENCES 8.The following are instructions on how to make a solvent weld for attaching piping to the FujiClean lateral entry adapter. / / ���.� SEWER LINE 5 1.Square pipe ends,chamfer and remove all dirt. 18-/ CLEANOUT DETAIL 2.Check dry fit of pipe and fitting.Pipe should easily go 113 of the way into the fitting.If pipe bottoms,it should be snug. I �\ QQ Q" NTS 3.Use a suitable applicator at least''/,the size of the pipe diameter For larger size pipe systems,use a natural �,Z� �� \ bristle brush or roller. O 1 J\, O\7•i 4.Clean pipe and fitting with a listed primer.(Do not use primeron ABS pipe and fittings.Use Clear Cleaner onlyl) o O� 5.Apply liberal coat of cement to pipe to the depth of the socket,leave no uncoated surface. p 6.Apply a thin coat of cement to the inside of the fitting;avoid puddling of cement 17 `f •(1. SECTION A-A VIEW Puddling can cause weakening and premature failure of pipe or fitting Apply a second coat of cement to the pipe. 40 ,a 7.Assemble parts QUICKLY.Cement must be fluid.If cement surface has dried,recoat both parts. 16/ V 8.Push pipe FULLY into fitting using a%timing motion until pipe bottoms 9 Hold pipe and filling together for 30 seconds to prevent pipe push-out-longer at low,temperatures.Wipe o6 excess. O\� \l• THE WATER SUPPLY WELLS, DRYWELLS AND CESSPOOL 10.Allow re minhest of re pre d handling strength and 2 hours cure time at temperatures above 60 degrees (O �� LOCA AONS SHOWN ARE FROM FIELD OBSERVA 110NS Fahrenheit before pressure testing he to 180 psi Longer cure times may be required at temperatures below 60 degrees AA^� ZONED R-40 Fahrenheit or with pipe above 3inches DO NOT TEST WITH AIR. 7 REVISED 08-29-24 AND OR DATA OBTAINED FROM OTHERS NOTE.The set up/are b NON-CONFORMING LOT REVISED 06-03-24rae is dependent on several factors.The pipe size,socket tit,ambient temperature, NA VD88 relative humidity,solvent cement used and the system operating pressure should all be considered when determining set up cure times. � AREA: 32,975.28 SQ.FT. or 0.7 ACRES REVISED 05-13-24 fLEVAAON DATUM: ALL MATERIALS SCHEDULE 40 PVC(TYP) f UNAUTHORI= ALTERATION OR ADD177ON TO THIS SURVEY IS A WOLA77ON OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY 6"SCHEDULE 40 END CAP MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ADAPTER&PLUG(TYP). CLEAN OUT MUST BE INSTALLED TO PROVIDE ACCESS TO THE ONLY TO THE PERSON FOR WHOM 7HE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS77TU770N CLEANOUT TO GRADE ADAPTER FROM ABOVE(TYP) LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INS777U7I0N, GUARANTEES ARE NOT 7RANSFERABLE. D THE OFFSET$ OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE TOP VIEW(TYP) NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE EREC7701V OF FENCES, ADDITIONAL STRUCTURES OR AND OTHER IMPROVEMENTS: EASEMENTS AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY ENDENT ON THE PREMISES AT THE 77ME OF SURVEY 6"SDR 35 PVC RISER •_, ... PIPINGTO DESCRIBED PROPERTY �v CERTIFIED T0: CHARLES PARDEE; UP TO GRADE EXTRA INLET a SURVEY OF: O F N E LENGTH VARIES(TYP) CAPPED VIA I -(� • >. 4"SCHEDULE 4 MAP OF: ASP �\' 11 o y 0 LN ADAPTER&PLUG ❑' Gj � M OR CAP(TYP) R FILED: 0 SIDE VIEW(TYP) SITUATED AT; LAUREL r• Y L ;;• ` CAPPED VIA CjaD EXTINLET TOWN OF.- SO)UTHOLD : 0 KENNETH M WOYCHUK LAND SURVEYING, PLLC 4"SCHEDULE 40 SUFFOLK COUNTY NEW YORK 2 ADAPTER&PLUG s 05088 2 Professional Land Surveying and Design INLET ADAPTER c� -� NTS �, !' P.O. Boa 153 Aquebogue, New York 11931 INLET VIEW(TYP) .T�t IN FILE # 224-4.1 SCALE: 1"=30' DATE: MARCH 29, 2024 N.Y.S. LISC. N0, 050882 PHONE (631)298-1588 FAX (631) 298-1588 S.C.T.M.# DISTRICT 1000 SECTION 126 BLOCK 11 LOT 3. 1 DWELLING 20.8 4"SDR 35 ITCH 1/8"/FT GRADE 19.2 GRADE (19.0) GRADE 5% MAX EL(19.0) C/O TO GRADE INV17.46 DIST INV17.26 INV17.91 INV17.66 INV17.36 BOX EL17.43 4" SDR 35 INV17.1 (1) EACH PITCH 1/4"/FT X ' 4"SDR 35 8Y0x12'DEEP 0 PITCH 1/8'/FT LEACHING pp POOL p p EL12.77 ppOppp EL11.4 FUJI CEN5 HIGHEST EXPECT. GROUND WATER EL 1.5 SANITARY INVERTS COVER �a MIN 4•DIA. TO OR N i FINISHED GRADE SDR 35 PVC PIPE OR EQUIV. U PITCHED 1/8'PER FT.MIN. MI INLET SANITARY NOTES ® ® ®I 1.THE OWTS INSTALLER SHALL HOLD AN ENDORSEMENT FROM THE SUFFOLK COUNTY DEPARTMENT OF HEALTH. ® En ® ®i 2.AN EXECUTED OPERATION AND MAINTENANCE CONTRACT BETWEEN THE MAINTENENANCE PROVIDER AND THE SHALL BE PROVIDED TO THE SCDHS ® ® ® V-17 ® ® c 3.PROVIDE A 2"VENT PIPE FROM THE OWTS TO THE DWELLING AND CONNECT TO THE SANITARY VENTING WITHIN THE HOUSE 7=-- E5 ® ® THE VENT PIPE SHALL BE PITCHED TOWARD THE OWTS SO ANY LIQUID WILL DRAIN TOWARD THE OWTS ® ® ® ® ® ® 4.AN EFFLUENT FILTER SHALL BE INSTALLED UNDER THE ACCESS COVER OF THE CEN5 UNIT ON THE OUTLET PIPE e'r 3 �M7N i-----GROUNDWATER // PROPOSED SEPTIC SYSTEM UP TO 4 BEDROOMS i (1)FUJICLEAN CEN5 500 GPD(OWTS) SANITARY DESIGN BY: (1)LEACHING POOLS 8'0x12'DEEP RICHARD M.MATO A.I.A. LEACHING POOL PO BOX 2284 NTs (1)EXPANSION LEACHING POOLS AQUEBOGUE NY 11931 021.65" PHONE:(631)523-5879 18 / 1 021.65" EMAIL:RMATOARCHITECT@GMAIL.COM / 1 INLET, I I 7 OUTLETS \ U.P. GP�tpQ 19 • i �/ I BOX ACCEPTS: G ` LIGHT COVER#3009C 'rtED ARC pQJO�^� MOH. �\ \�GS��� �OP VIEW HEAVY COVER#3017-C20 v 6"RATE #3017-G20TALL RISER#009 ��C?\G�PR�M.M9 jA 12"TALL RISER#3009-R12 O��G• 0 \ \ \QJ 23.55" I PP I \ NDCAP TYPE C ;D LEVELING DEVICE a tx d , s � 1 ri tp \\I �� 2"INCREMENT, +t:'`r i BOX SEAL, .\ TYP. ''rT.; POLYLOK SEAL RICHARD M. '1�` _ 41861 z \ •''_•r'' #3001 TYP.40PLCSTYP. 1Yl 1� EL 189 / m MIN.12"COMPACTED SAND OR D1oN I POLYLOK 20"D-BOX PEA GRAVEL LEVELING PAD �3 \ CFO GCMG Qk2 \ \\ \ MATERIAL-HOPE FRONT/SIDE VIEW / O BLUESTONE\\ EVG.B� ...... ,\ DISTRIBUTION BOXI Polylok DETAILS / DRIVEWAY km 2 \ MO .jN .i fin.•:.�:.:: CHAMBER Volume(gal) ' \\ \ \ (�1 Sedimentation Chamber 198 EL 19 7 \ `5 Anaerobic Filtration Chamber 198 9.�/\ c� \ Q3 Aerobic Contact Filtration Chamber 95 GRAVEL \`m LAND N/F OF GRADE Clarification Chamber 44 LOUIS VALENTE `3 r 1'i " ..' Q Disinfection ChamberLZ 4 •2 .;;: ::: Total Volume Ghp \ EXIST. ::. ::: ::SUOIO:.... \ 540 J o \ SANITARYt m::::S 20$,::: -18 \Q� \tL / •::::FEI a ;:.w \` XISTING \ \ 1' :• :::..1a 31) GROUND SPECIFICATIONS °'o \ EL 19.8 \ / O6.A' \ z4^ Anaerobic Media PP/PE \\ 69 `L Board Type Aerobic Media PVC/PP/PE AIR HOSE AND Aerobic Media PP/PE \ J \ U.P. ELECTRICAL SUPPLY \ m \ FAa \ \ TIP TREATMENT UNIT Blower 2.8 Cfm NO PROPOSED GAS SERVICE � � \\ FUJIMAC AIR PUMP ON PRECAST CONCRETE PAD Pan FRP 19,� �� \\t \ ORINGROUNDTANK 2FJ 1 ;o NTS Piping PVC/PP/PE \ \ Q m Access Covers Plastic/Cast Iron Disinfectant(Optional) Chlorine Tablets 1111 \ h� \`I'('•o�4k. B"90%12'DEE \ 1�,yN \ \\�, � FujiClean USA � �� � \\ T6 ,o �N COV p Toward Clean Water... 18� \ ya'\ O� ZDP O Sj P DWELLING EL CTRICAL PANEL SCUM BAFFLE B \ B1L 9.- t PRO PORCHs \\\` PROP RCN O 9 1 COVE9-o A 1, LAND N/F OF \ ,EREo \ C o \ EXisz• MAIN ANDREW HOLFELDER \\i\co19XoEEP \ co \ PAPER /EXISTING BREAKER AIacLRFrPUMPN EL 1s 5 / 1 S MPIN -DISINFECTION O\N Y y \ TO RE CYLINDER(OPTIONAL) -Q• ''I { {:p.,l:.:) :. N \ ♦ 4"INLET PI \ $• PROPµ 1� 21t1;fIiI. 1;131#.1: m Q "OUTLET PIPE B EAKIER A DEDICATED LECTRICAL\ �V JI I w J I -1.a': :::EXSTy FRAME.::;:?!:>"•1 m I HYDROA OR CONTROL PANEL \\ c1PRORNt EFFLUENT \ 8 PA O CO ED INLET BAFF CD ® 3 AIR LIFT PUMP \ `;:;;;.EFL,. . OMS •:::::: PPTIV�R I p PCE: :'?,10 REMAI STJUR �P LIE :::;18�,.';.'' ::'•' `` `;"`: :: �� $Ox6 �� o CONTROL EL 19.5 1 N•1 O �19 PANEL RECIRCULATION PIPE FLOW BAFFLE 3/4"AIR INTAKE N EE;:::;:::;::•;.':?.:;::::..:,:='' PROP. III ,(O o / gPLGONY 1 ' �� y / FLOW OPENING(TYP.) (CLEANING OPENING) i rk I 4x1 OOP I B I\S-NG If w��s\ m /Go PLAN VIEW QOP 19 COO W00D9,x1 I ] / .19 20"ACCESS COVE 20"ACCESS COVER 20"ACCESS COVE DISINFECTION �UNRO OM 3 I\ Q, ,� 1.6� (TYp) (�p) (�\P) CYLINDER(OPTIONAL) ✓ 13 EXISTING SANITARY Q' ,16 70 BE ABANDONED / MOH. ��. ( \ AND BACKFILLED / / / 2.4'E y�Q /1\ EL 8 q/W/CLEAN COARSE SAND. // / 1A ��' COVER PLUG (THREADED) SQUARE - 8' 1-4'• TE CONCRETE BASE V T CLEANOUT BOX DECK �0 CLEANOUT ADAPTER ADAPTER ELEV. 19.7 / \ / / /y�1Nti a:3 h w (B \ / / / v�1 � \\�• 30 DEGREE FITTING 6'- • OL LOAM \\ \ EL 18.2 / 0_8 \ \ ��� / / 4 so 4'-1 3 BROWN SM LOAMY AND 2.V A, \ G/cl © 4-8a^ ® 4,_ . Lq FINE-MED. I \ / / �� �e� FLOW SP BROWN / \ / �J SEWER LINE 5=5 18" y\ / o Poi" ' CLEANOUT DETAIL PALE SW �' NTS MEDIUM I � � BROWN p 0J SAND / 1^ o& NO WATER 17' 18 17 SECTION A-A VIEW HIGHEST EXP.WATER EL 7.5 K.WOYCHUKLS 16/ JUNE 1,2075 \ �/ O ON THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL N SHOWN FROM FIELD SERVA710NS AND ORDATAOBTAINEDFROMOTHERS. � AREA: 32,975.28 SQ.FT. or 0.76 ACRES fLEVATTON DATUM: NA VD88 DRAINAGE CALCULATION UNAU7HOR/ZED? ALTERA77ON OR ADD177ON TO THIS SURVEY IS A NOLA77ON OF SEC77ON 7209 OF THE NEW PORK STATE EDUCA77ON LAW. COPIES OF THIS SURVEY MAP NOT BEARING 774E LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID 7RUE COPY. GUARANTEES INDICA7ED HEREON SHALL RUN DWELLING W/COVERED PORCH:2668 SQ.FT. TYPICAL cI T ONLY TO THE(PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE 777LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS777U770N 2668 x 0.766=443cf REQUIRED BQEEEN E n0N L1S70 HEREON, AND TO THE ASSIGNEES OF THE LENDING INS77TU770N, GUARANTEES ARE NOT TRANSFERABLE. (2) 8'DIA x 6'DEEP DRYWELL=531cf PROVIDED GEOTEXTILE FABRIC THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO 774E STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE 774EY ARE SUPPORT POSTS NOT INTENDED TO MONUMENT 774E PROPERTY LINES OR TO GUIDE THE EREC77ON OF FENCES, ADD177ONAL STRUCTURES OR AND OTHER IMPROVEMENTS EASEMENTS woo0 OR METAL FLOW DIRECTIONAND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE 77ME OF SURVEY �G°`�TED AND SURVEY OF: DESCRIBED PROPERTY � OF New CERTIFIED TO: CHARLES PARDEE; MAP OF: EXISTING GROUND FiLED:' 3� �J ^�? y � SITUATED AT. LAUREL ) ,TowN OF.- , - 0 _1 SUFFOLK COUNTY, NEW YORK 2 �� ' KENNETH M WOYCHUK LAND SURVEYING, PLLC 0 050882 � or Professional Land Surveying and Design P.O. Bog 153 Aquebogue, New York 11931 FILE # 224-47 SCALE: 1"=30' DATE: MARCH 29, 2024 N.Y.S. LISC. NO. 050882 PHONE (631)298-1588 FAX (631) 298-1588 I i I S.C.T.M.# DISTRICT 1000 SECTION 126 BLOCK 11 LOT 3. 1 #R-24-0587 U.P. �J ON. , QY 10bo \ No DRAIN \ \ 0 BLUESTONE U.P. DRIVEWAY 20 2..::::':'::' , W.M ::::.;.:.: \ cc) ::.�,� \ \ .:�: \ 5 \ V��Eo \ LAND N/F OF PPvjG E-f;RAVEL ` N LOUIS VALENTE G PUMP 3• ;' \ 10'Oxl 'DEEP / A�.::':: ;gSING Q , � •' 1 3 0 �'o G G'�NOp4 G ST DP LP1 LP2 \ G 6 D.P. G/c4� g ` A 30' 37.0' 40' 40' U.P. B 34' 40' 48.5' 33' N �z LP2 LAND N/F OF ANDREW HOLFEL \\ \ (P 1 �, N PAVER \\ \ \ �' PATIO EXISTING \ GO`IERE TO REMA 19�, \ .w 2^ \ Y, \ W �W ' ' ::g ;ERA E ..... ..13.2 M :::':: \ ENZRPNG ....... :.. �6p \ SNG R ::::::::.........:. :.:.:.:. PPATIO COVERWOOD D 1.1 E STOOP 1a�1 Og 0 :.' :W .� ;ia.6 W :::'::::::::' ; �9 9 WOOD STOOP SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES 1.6'E APPROVAL OF CONSTRUCTED WORKS FOR A SINGLE FAMILY RESIDENCE AND \ �`�'9- \ 2.4E Q�\' WORKSHOP(0 bedrooms) \ Date 417/26 H.S. Ref. No. R-24-0587 The sewage disposal and water supply facilities at this location have been 'J \ E �G GATE inspected andlor certified by this Department or other agencies and found "' \\ ON GIB P to be satisfactory FOR TOTAL MAXIIALIM OF 6 BEDROOMS. \ � DECK QJL ]onat an Pai, P.E., CHIEF Office of Wastewater Management \\ tp s Q 0 \ FLAG \ POLE \ 5 AI ZONED R-40 NON-CONFORMING LOT o O - NAVD88 00� AREA: 32,975.28 SQ.FT. Or 0.76 ACRES ELEVA77ON DATUM: UNAUTHORIZED ALTERAT10N OR ADD17ION TO THIS SURVEY IS A V10LA77ON OF SEC77ON 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF 7711S SURVEY A T MAP NOT BEARING 7HE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN 'Q ONLY TO 7HE PERSON FOR WHOM THE SURVEY 1S PREPARED AND ON HIS BEHALF TO 77-IE 7171E COMPANY, GOVERNMENTAL AGENCY AND LENDING INS777UIION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INS71TU770N, GUARANTEES ARE NOT TRANSFERABLE. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES 70 THE S7RUC7(/RES ARE FOR A SPECIRC PURPOSE AND USE 7N EFORE THEY ARE NOT INTENDED TO MONUMENT 77-IE PROPERTY LINES OR TO GUIDE THE EREC77ON OF FENCES, ADDITIONAL STRUCTURES OR AND OTHER IMPROVEMENTS- EASEMENTS ON AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT T IE 77HE OF SURVEY ADD GAS LINE 03-75-26 SURVEY OF:DESCRIBED PROPERTY Of A NEW CERTIFIED TO: CHARLES PAROEE; FINAL SURVEY 07-28-25 y MAP OF: Al 4�N I1oJ off , REVISED 09-30-24 REVISED 08-29-24 ,= t REVISED 06-03-24 SITUATED AT. LAUREL ! :,=: -ay t ILEA REVISED 05-73-24 / Town OF: SOUTHOLD c ' '' ..=� I{ENNETH M WOYCHUK LANDL SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK ^61, 050892 c Professional Land Surveying and Design THE WATER SUPPLY, WELLS,IRYWELLS AND CESSPOOL P.O. Bog 153 Aquebogue, ew York 11931 LOCATIONS SHOWN ARE FWM FIELD OBSERVA77ONS FILE #224-41 SCALE: 1"_20' DATE:MARCH 29, 2024 N.Y.S. LISC. N0. 050882 PHONE (831)298-1588 FAX (631) 2918-1588 AND OR DATA OBTAINED FROM OTHERS. Generated by REScheck-Web Software Compliance Certificate Project 6760 PECONIC BAY BLVD. Energy Code: 2018 IECC Location: Laurel, New York Construction Type: Single-family Project Type: Addition -- Climate Zone: 4 (5331 HDD) Permit Date: Permit Number: All Electric false Is Renewable false Has Charger false Has Battery: false Has Heat Pump: false Construction Site: Owner/Agent: Designer/Contractor: Compliance: 0.0%Better Than Code Maximum UA: 339 Your UA: 339 Maximum SHGC: 0.40 Your SHGC: 0.30 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck. Each slab-on-grade assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. Envelope Assemblies Prop.Gross Area Cavity Cont. Perimeter 1ST. FLOOR: Flat Ceiling or Scissor Truss 631 21.0 0.0 0.047 0.026 30 16 2ND. FLOOR: Flat Ceiling or Scissor Truss 906 35.0 0.0 0.032 0.026 29 24 1ST. FLOOR: Wood Frame, 16" o.c. 968 20.0 0.0 0.059 0.060 44 45 Door: Solid Door(under 50%glazing) 42 0.280 0.320 12 13 SIDELIGHT:Wood Frame 27 0.310 0.320 8 9 SHGC: 0.22 DBL HUNG: Wood Frame 78 0.300 0.320 23 25 SHGC: 0.31 CSMT/AWN: Wood Frame 74 0.290 0.320 21 24 SHGC:,0.31 2ND FLOOR: Wood Frame, 16" o.c. 1,269 20.0 0.0 0.059 0.060 58 59 SLDG DOOR: Glass Door(over 50%glazing) 81 0.300 0.320 24 26 SHGC: 0.26 DBL HUNG: Wood Frame 36 0.300 0.320 11 12 SHGC: 0.31 Project Title: 6760 PECONIC BAY BLVD. Report date: 08/22/24 Data filename: Pagel of 2 Gross Area Cavity Cont. Prop. Req. Prop. Req. Perimeter CSMT/AWN: Wood Frame 172 0.290 0.320 50 55 SHGC: 0.31 Floor:All-Wood Joist/Truss 662 21.0 0.0 0.044 0.047 29 31 Compliance Statement. The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements in REScheck Version : REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name-Title Signature Date Project Title: 6760 PECONIC BAY BLVD. Report date: 08/22/24 Data filename: Page 2 of 2 _ _ _ _ _ _ _ _ _ GFA CALCULATIONS SITE DATA LOCATION: AREA: PROPERTY: 32,975.28 SF 0.76 ac PROPERTY: 32,975.28 SF / a BUILDABLE PROPERTY: 30,457.18 SF 0.07 ac + (280-207d)GFA PERMITTED: 4,384.3 SF ESTIMATED AREA OF 10,000+/- 0.07 ac GROUND DISTURBANCE: G 11� EXISTING 1ST.FLOOR: 1,779.6 SF AP PR VEtt AS NOTED �.� EXISTING 2ND.FLOOR: 608.9 SF �� ��' elle TOTAL: 2,388.5EXISTING: ARfA LOT COVERAGE: A t-� B.P. ':�' Design Services / m W HOUSE: 1,779.E SF 1ST.FLOOR DEMO: -269.2 SF FEE ��13Y N � NOTIFY BU! D G DEPARTMENTAT / 2ND.FLOOR DEMO: -608.9 SF SOUTH LANDING: 28.0 SF 631-765-1802 8APJ1'10 4PM FOR THE S3 TOTAL DEMO: 878.1 SF SOUTH PORCH: 17.2 SF FOLLOWING INSPECTIONS: 1. Pn'!,,InATION-TWO REQUIRED NORTH PORCH: 28.0 SF www.mchdesignservices.com :{ POURE'D CONCRETE ❑ F1 hone: 1ST. FLOOR ADDITION: 661.5 SF NEW 2ND. FLOOR: 906.2 SF OUTDOOR SHOWER: 46.0 SF p �) �,�!-FRAMING 8 PLUMBING � UE [I a a DETATCHED DECK: 288.8 SF (631)298-2250 I;FINAL ' ® TOTAL GFA: 3,687.0 SF BULKHEAD DECK 129.2 SF email: 4. FINAL-CONSTRUCTION MUST I BE COiIr",PLETE FOR C.O. ACCESSORY BUILDING: 395.7 SF michael@mchdesignservices.com ALL DETATCHED GARAGE: 490.0 SF CONSTRUCTION SHALL MEET THE TOTAL: 3,zo2.5 SF 10.5 REQUIREMENTS OF THE CODES OF NEW PROPOSED YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTON ERRORS STORM WATER MANAGEMENT DETAILS TO DEMOLIISH: AREA LOT COVERAGE: COMPLY WITH ALL CODES OF - - - ?- - - - - - - - - SOUTH SUNROOM: -263.3 SF NEW YORK STATE &TOWN CODES LOCATION: SF AREA: 100%RUNOFF AT DRYWELL DRYWELL SOUTH LANDING: -28.0 SF AS REQUIRED AND CONDITIONS OF /' 2 RAIN PER HOUR PROVIDE: CAPACITY: NORTH PORCH: -28.0 SF SepiGLaT�I�ll 1 0 HOUSE ROOF 3,000 SF 501 CF (2)8'dia.,6'deep 507 CF TOTAL: -319.3 SF -1.1 % pp ^^IIppD I SOOCLD TOWN TRUSTEES OGEE GUTTER-STANDARD 5" PROPOSED: AREA LOT COVERAGE: - 1�EAV 1 NOTES: RE-BUILD SOUTH SUNROOM: 355.2 SF ( � Mh 1).EXECUTION: N.W.ADDITION: 300.3 SF c^u^ ❑�� A).DO NOT BEGIN INSTALLATION UNTIL SUBSTRATES HAVE BEEN PROPERLY PREPARED. J�rfUJ 2).PREPARATION:011F SOUTH LANDIING: 28.0 SF / B). PREPARE SURFACEA).CLEAN SURFACE S USING METHODS RECOMMENDED BY THE MANUFACTURE FOR ROUGHLY PRIOR TO INSTALLATION. NORTH PORCH: 415.2 SF E ® ACHIEVING THE BEST RESULTS FOR THE SUBSTRATE UNDER THE PROJECT CONDITIONS. TOTAL: 1,098.7 SF 3.6% C). PAINT CONCEALED METAL SURFACES AND SURFACES IN CONTACT WITH DISSIMILAR 44. METALS WITH PROTECTIVE BACKING PAINT. All \ ' 3.INSTALLATION: A).PERFORM WORK IN ACCORDANCE WITH CDA HANDBOOK AND THE DRAWINGS. COMBINED TOTAL: 3,981 SF 13.0% EXISTING 1).GUTTER TO BE PITCHED TOWARDS LEADER 1"TO 2"FOR EVERY 40'OF RUN. 2).SHEET METAL JOIN LENGTHS WITH WATERTIGHT JOINTS. FLASH a).COPPER/LEAD:FLASH AND SOLDER GUTTERS TO DOWNSPOUTS AND ACCESSORIES. EXCAVATE.• FILL: \ B).ALUMINUM:RIVET AND CAULK WITH A BUM SEALANT SLIP JOINT EXISTIMATED SOIL: I75 CY SO CY ONNECTORS. 3).CONCNECT DOWNSPOUTS TO STORM SEWER SYSTEM AS INDICATED.SEAL O CONNECTION WATERTIGHT. DRY WELLS TO BE 10' MIN. 4).PROTECTION: METES AND BOUNDS: SURVEYOR: KEN WOYCHUK AWAY FROM HOUSE A).PROTECT INSTALLED PRODUCTS UNTIL COMPLETION OF PROJECT. MARCH 29,2024 B).TOUCH-UP,REPAIR OR REPLACE DAMAGED PRODUCTS BEFORE SUBSTANTIAL OCOMPLETION. ELEVATION C O REFRENCE: NAVD 1988 O 0 SCTM: 1000-126-11-3.1 Lp'1 18'-0"MAX. C. to C. LLj � w v pT A GRADE LLLL a 14 ,RETAIN STORM WATER RUNOFF � � � V ~ H PURSUANT TO CHAPTER 236 \ 6„MIN. ram, OF THE TOWN CODE. 42,931 ° w C-N 0 z SILTFEI CE 00,01PERSPECTIVE VIEW w ` 11 P4 w W \ -- - _- - SILT FENCE / ' r V ~ \ N 210 391 20 W \ SILT FENCE \ _ 0 -1 DW I ~ ' EXISTING WOOD WA K I �o • - 36" MINIMUM 2 x 2 00 VJ ^ - \ 1 J EXISTING CONVENTIONAL S FENCE POST FBI h \ PROPOSED EW PROPOSED OUTSIDE TO BSEPT'E REMOVED AND O� o C SYSTEM SYSTEM '� STAIRS TO BASEMENT f `\ EXISTING \ 2ND.FL OR / PROPOSED NEW 2ND. FLOOR (EXISTING TO BE DEMOILISHED) REPLACED WITH I/A SEPTI do O FLAG POLE BALCONY TOP WOVEN WIRE FENCE «CCI�PANCY tJ �� ��;� +TG�F�G�F \` EXISTING PROPOSEDII STORY ( COI j I PROPOSED NEW COVERED PORCH I`- (6 x 6 - 10/ 10 WWF) ,R Qi c��r FR \` � DECK SUNROOM ADDITION l _r � � _ USE IS UNLAWFUL � � \ � � _ _ % / % 1/ \` , TOPSOIL I - e \ - 1 / LOCATION FILTER CLOTH EXIST�NiTHOUT CERTIFICATE �y� �tiF90 \� PROe ADp\��ON� j-% \ / \ ` 1- / NG BLUESTIONE � u n �o �S � CONC. �P�K� DRIVEWAY ���/// S1QPF OF OCCUPRNi,�YE � I kVASHOUV ANC, �L, -- G�� a \ W 11 ELECMICALCPEMBED FILTER CLOTH GRADE INSPECTION REQUIRED X�St• m � a _ \ .1 STY �� • CO \ � \ EXISTING STEP WALKWAY EXIST. G�- �� MIN. 6" INTO GROUND GREAT p 1 o z 64.6 ho AdpC(IO NO SEl EXISTING PATIO \ \ ` EXIST.li STY J n C ROQ. �S(. ON GRADE - ACCESSORY Q .PLI��,nBIfVCPECONICoP , �oEx - BUILDIING ALL PLUP. B NG WASTE, 5�'9 60- O� $�WATER LINES NEED -. e OP ZNo.F� I NC. � ' -� DW 1 �.�+�t ^p p �yrq 1 ASHOUV EXISTING PATIO `�--' NOTE: (nTINIG f3EFQBEt COI,ERIfY',.7.. BAY O 1 ON GRADE 60�'R o o � � � MAXIMUM DRAINAGE AREA , EXISTINWALKWAY SILT FENCE_G STEP W 1 318 57 1/2 ACRE / 100 LINEAR FEET PLUMBER CERTIFICATION 01 LS1LT FENCE _ „__ _ ._-- - - - ON LEAD G0,VTEIhF 9EEORE S 200 , 010011E SECTION DETAIL CERTIFICATE OF C>CGUPANCY 5\ J ` DER.USEtl IN t'�ATER f I 1 soL SILT FENCE DETAILS SUPPLY SYSTER9 CAIVIVOT i0 OF 1%LEAD. EXCEED 2/ Blower door \ FROPOGJ. ED SITE FLAN and ductwori+: testing required. \, scALE: I "" = 20'-0 �OF NEW DRAWN BY: MH Y DE,- o,A 10/14/2024 vide Manuals \ ,i W Must pro I. z D, 3 and S as per \ ��o tip '"` 5oti �� SCALE: SEE PLAN NYS Energy ('.'Ode SS1 NP SHEET NO: All exterior lighting installed,replaced or \ - repaired shall conform to Chapter 172 \ of the Tolnm Code M C H Design Service.s www.mchdesi.qnservices.com phone: (631)298-2250 email: michael@mchdesignservices.com r ■ I T I 7T _ V> ----- - --- ------------ --- - -- --------- -- 1� 0 ❑ ElLL- �LL --i uj U P4 �u - Aar PROPOSED NORTH ELEVATION w SCALE: 1/4" = 1'-0" w � � . QoVa I4 w Z -0!� a 0 O �o 0 El El ❑ ❑ -Ulmg- Em- DRAWN BY: MH EXISTING NORTH ELEVATION SCALE: 1/4" = 1'-0" 10/14/2024 of NEw y SCALE: SEE PLAN DEc,�0 :4� W SHEET NO: ��OFESSI NPR M C H Design Services www.mchdesignservices.com phone: - - - - - - - --- - - - -- - - - -- - - (631)298-2250 email: michael@mchdesignservices.com — 0 - — —_ -- - V1 I [hy I I I I I I I I I 1111 11 1 1 T-1 yj� h w ��� <x � x Z� O WAS PROPOSED WEST ELEVATION SCALE: 1/4 - 1 -0 H 11.4 w Z W Pq W z wZ � w Z � Q ° � P4 w z � � o 1.0 C� DRAWN BY: MH 10/14/2024 SCALE: SEE PLAN EXISTING WEST ELEVATION SCALE: 1/4" = 1'-0" OF NEW y F D R _ SHEET NO: m y . w �� a W aR�FESSI NPR M C H Design Services www.mchdesignservices.com phone: (631)298-2250 email: michael@mchdesignservices.com I — I'llT LI IF] 7 - - O .�� w U W A � PROPOSED SOUTH ELEVATION SCALE: 1/4" = V-0" paq w Z W � W z w og Q ua � w z a 0 91, `c LL-JLL=-=;-jj 00o aao ELI = ,I U0 DRAWN BY: MH EXISTING SOUTH ELEVATION SCALE: 1/4" = V-(0" 10/14/2024 SCALE: SEE PLAN �OF NEw y � DEER� SHEET NO: z I s� a n !I w Z 11 aR�FESS1 NPR 4 M C H Design Services www.mchdesignservices.com phone: (631)298-2250 email: michael@mchdesignservices.com 0 IIIIH III 1 1 1111 11111 III ]Jill 1111 111 , L 11 11111 1 1 1 1 1 1111111111 T I I I I I I 1 1 1 L7LL� I I I I FLF�L A � � � � y4y 0 PROPOSED EAST ELEVATION SCALE: 1/4" = V-0" z W � � 44 < A ° � P4P-1 z C) C) on-NNW C� C� =J- DRAWN BY: MH 10/14/2024 EXISTING EAST ELEVATION SCALE: SEE PLAN SCALE: 1/4" = V-0" 1C)F NEW — � 'O —I Eel 0 DE,, (P ��P� SHEET NO: n YK li LLJ LLJ A�'�FESSI NPR' ® � --------------- 0 ' ' -------------- EXISTING -----I ; BATH No. I ------------- ------------ C H ' 1 1 Design Services 1 , 1 I ' , 4 , f___________ I NL 4 ' I I ' i _____________ }:___::___:_' www.mchdesi.qnservices.com ------------- i ; i----------- ' � phone: r-----------; ; EX.CRAWL SPACE I.---------- (631)298-2250 EXISTING '___________' -----------1 O.D.SHOWER ' ------ ------ r ' ; '1•, -~-- ------- ...... ... . --- 4:Giii-+.4Fii --------------------�; ---------{ - - - - - email: ...--------- ----••------------- --- .,L- - - - �.1,_ _,l. - I michael@mchdesignservices.com I •.:.-sssn 1---- ; i i - n t .......... - -, - �. ' ;i I I 1 . .. �— EXISTING u 11 ; ;I I 1 BEDROOM No. 1 °° _::-_-.... _1 I/ - -- EXISTING 1 EXISTING � I r=" -:______-_-____=_>t-::-------------x=====______::__:: � I 1 LN D M. ' I '' E%.a.3%]PARACLAM 1 EXI ING ----- ----- ----- ----- j BATH N �_ 1 BEDROOM flo. 3/� - --- I ' EX.4X6 Ex-dXb ------ EX.CRAWL SPACE _4�_ ,� I I I - -- --=--=-_-_ _ _..,� / PROPOSED F a-q EX.CRAWL SPACE EX-BASEMENT ,,DBLKEOUNDAT1aN ALTERATIONS 11 Y 11 II X N 11 11 11 11 N I 11 /1 1 1 p 1 q Y I p II p n 11 p 1 H ' ❑ EkISTING BILCO 4%_6 E%.4X6 dl / E•�, ; I 11 11 N x R 1 N n N 0 N X (JP I 11 , ___= a cr------- ---3°°'_E°= °----- ---------- I . I n x n , n n x n n n n n I h , Ex.�.�ze "•� 1 XISTING I u 1 11 Y 11 N X 11 x 1 N 11 11 I 11 r-; •N'L 'k.8.d yr_�._ n I n n II n ! i-_'• X . SIU ROOM l - ----- --- - /� n- EXIS ING I' II 1 n II BEDROOM No. 2 :a N I I i / , " n' DEMOLISH u1 q / .... ......... EX.4XE SILLF I EXI ' NG W50y NR .. PORCH EXISTING LIVING ROOM I,.,::E �1:: it PPOPOSECII DEMOLISH A RECONSTRU f I - --------- ---- -� I ! ! ---------- - ❑ --- ------= EX.CRAWL SPACEA. ^� EXISTINIF MASONRY •----- I �u14� ' ! ANDBILCOTOBERREM°OVED EXISTING FOUNDATION PLAN ; EXIMN n ! SCALE: 1/8" = 1'-0" ' PORCH _ _ - - EXISTING KITCHEN ❑ ❑ I w I Lt1 V � z 1 1.4 F9 Pw cnk� z ' III EXISTING ----------------------------' III COVERED w PORCH O O 000 w � P4 w z � .. Aoa V P w EXISTING ]ST. FLOOR PLAN Z -g� o SCALE: 3/16" = 1'-0" a h 0 110 WALLS,CEI AND ROOF TO BE DEMOLISHED OLISHED �r EXISTING DORMER EXISTING DORMER TO REMOVE TO REMOVE I I 1 I =F I I I 1 � I I ; 1 I I 1 EXISTING ROOF TO REMOVE ; 1 1 I 1 1 EXISTING ROOF I 1 TO REMOVE EXISTING WALL EXISTING WALL EXISTING LOFT TO REMOVE TO REMOVE EXISTING TO REMAIN --- ---'------- ---1 -- 1 ' 1 I SISTER ADDITIONAL STRUCTURE TO EXISTING FLOOR JOISTS I 1 EXISTING WALL EXISTING WALL 1 I TO REMAIN TO REMAIN I 1 I ®® ® ao a ❑ 1 1 I 1 I I EXISTING WALL TO REMAIN EXISTING WALL EXISTING TO TO REMAIN REMAIN EXISTING 2ND. FLOOR TO BE DEMOLISHED EXISTIN FLOOR JOISTS TO REMAIN ADDITIONAL STRUCTURE TO BE ADDED EXISTING TO AS REQUIRED REMAIN EXISTING FLOOR TO REMAIN DRAWN BY: MH IIIIIII!IIIIIIIIIIIIIIII.II=III—III—'I E WALL EXISTING WALL / II�I IIIIIIIIIIIIIIIIII IIII�! I�l i�l IIIIIII� IIIIIIIII III�IllllluII i TO TO III„III III-III=III=uI=III—ni III--iil= 10 14 ZOZ4 III—III—I I III_III—III-11 Qiill� II p= =���==it i r--ul--il = Iui _ — I _ -=1 _ III=III=III=III=III=III=III=III—III=III=!II=III=III=III=III=III=III=III=III=III=III=III=ill=III !11=III=III=III=III=III=III=III= III=1j1 iI—III=III=III=III=III=III-III--III=III=III=III=III=III=III=III—III=III_-=III_--III=III=III=III—III_III=III=III-III=III-III=III-III=111—III=111—III—III-1' SCALE: SEE PLAN EXISTING CROSS SECTION I n � '�P� of EFR r0'S' SCALE: 1/4n 1= -0 EXISTING 2ND FLOOR PLAN � �� � ,,? SHEET NO: SCALE: 3/16" = 1'-0" g���� fir" �Q �°. 5Q� �R�FESS1 NPR 'E \\ •■ 17 M C H Design Services www.mchdesignservices.com phone: (631)298-2250 5'-811 email: michael@mchdesignservices.com 1 II- ---------------- I d I D I I b I ' e ' I p I l I I I I I I Q N i D ; 211-211 81_011 %O ° °D Q 16'-311 91-911 51-211 71_A11 ,I 4 `�Y EXISTING I I I 'I!,, I OUTDOOR I j° SHOWERII `---- ------- -r ----------- r------------ -, --- - I xt-4"------------ 2-� xr-4' C Q {_ Q -------------------------------\ , 131_011 N ALL DRAT TO DR ELL O SOTTO bF STAIRWAY °r LALLY COLUMN w/ I 30"X30"X12"FOOTING 0 , , 0 „I ;> w/(4)#4 REBAR e.w. ---------------- 8X16-VENT-------------- o N M #4 BAR @12"OC p " --------------------- -- nl I 3'0 -------q---T/2W - r----- -- X O -------'7-�-T/2 IVII.\JTICLJCR-- -,- ° I X 111 8"CMU WALL w/ N nl I I 116"X8"FTG, (2)#4 , , N nl I I I •--- + BAR 3'BELOW GRADE TI--- ,° I III - 1dia CONC PIER N I D � ON 2'X2'Xl'FTG I n l D ; 3'BELOW GRADE X i PICAL) I I I I 111 I I X I I e Q I 111 I I 1 I I ° I 1 - ------•- ---------------- ------------------ ADDITION I I --------- -- B a 1 I 12"dia CONC PIER I O 1 1 I - III I ~ B z nl ON 2'X2'Xl'FTG ' - DBL 2X8 FJ(cD16"OC _�(14 3'BELOWGRADE ' � - ---- -- -�------------------- --- N .........._------.... -I- D I � •-- III I � O (TYPICAL) I I --- ------------------ nl i-------t — —I I N _____________________`_�_ ' , 111 I I A a I I 1 eC I � IG i ' ' w = ' 4 ' I „nl I '1 ' \ ' . ' I I I I i M W _q Pq 11Y 111 ' I ID I C 1 111 I w 111 1 1 , 1 w III 1 _� a-MITI---' E - --"---'---------- ___________-_____� _________________ 3 - I `_C3 ITI-�-' z rn Lu J- I f o 10' 4 ====== G PROPOSED a I �i .. CN I V 2X6 ACQ V In i` la:ii �16"OC N EX. CRAWL SPACE COVERED Q ;;; I a IX III PROPOSED CRAWL SPACE x 3'-0"BLK FOUNDATION uPORCH XIn INIII � -F-u'-- 2"SLAB "^ O -ry-ITI' I' W EX. BASEMENT N D N o I ~I .` ; 1 XO ` I , L — i — —' ' N X a---lil--- I ---- ------------------- ' A --- ------------------- - -- --- ------------------- --- I 2X6 AC 16"O 41_011 ; 3-9-1/2 ML_GIR_D_E_R___ _ ;;; I W E __________________ '__________=_____ � =============____ ------------- P4 I11 - T 110 I u l 1 1'�1 A,` L _ L1 1�L//1 I 1 - I N #4 BAR @12"OC 9,-3„ I I Q' IIII 0 III I 0 III X aVP X \ I m v IIII ,r, a I11 1 I Q n,l M l.1 111 I _I 4 I 1 co IIII � III I E ----------------------------------- #4 BAP @12"OC N _cxy III I -ITI-- I __________________8XJ&VENT___________ __ 1 IIII 1 I 1 - - 12"dia CONC PIER ON 2'X2'Xl'FTG 3'BELOW GRADE I I111 r r — 1 J I O (TYPICAL) 111, I 1 1 6-111, ,1 IIII IIII IIII I 71-711 W IIII IIII IIII DBL 2X6 ACO P,16"OC guy ( I111 I O M M q I111 O 1.NEW FOUNDATION TO BE 10"THICK 9'HIGH ON 24"X12"FOOTING. 00 IIII I LEDGER BOARD TO BE FASTENDED 1 x I'll TO BUILDING WITH SELF- ' `v ;;;; I COUNTERSINKING SCREWS � 2•NEW WALL TO HAVE REBAR AT TOP FOR J-BOLT ANCHORS.FOOTINGS EXISTING CRAWLSPACE rn nn I (2 SCREWS KI 32"O.C.) TO HAVE(3)#4 REBAR. III 3.EXTERIOR OF NEW FOUNDATION TO BE DAMPPROOFED(TYPICAL). nn nn I r — — — — — 4.USE#4 BARS @12"OC,EPDXIED,FOR ALL NEW FOUNDATION WALLS 'I TYING INTO EXISTING WALLS. � —QI 1 I — — — — — — — — — — — -r J 5. UNDERPIN OR DUTCH WALL INTERSECTING WALL AREAS AS NECESSARY. EXISTING ;__ ; PORCH 9�-011 1 6.SLAB TO BE 4"THICK,2"AT CRAWL SPACE. I 91_811 L — — — — — PROJECT NORTH 5 N A DRAWN BY: MH PROPOSED FOUNDATION PLAN 1 0/14/2024 SCALE: 1/4" = 1'-0" � SCALE: SEE PLAN F of �Ew DEr-,Q�O,p . - SHEET-NO: w Q ° �QFESS' NP ++71 / \ ■. J - 00 0o0 M C H ® ®' Design Services O PROPOSED O.D.STAIR EXISTING TO BASEMENT www.mchdesignservices.com BATH No. 1 • phone: A (631)298-2250 email: michael@mchdesignservices.com 21'-211 81_011 6'-311 91_911 51-211 71-411 11 REPLACE HEADER 7 w/2-9-1/2 ML EXISTING O.D. SHOWER CX24 EXISTING CW2E4 EGRESS A21 - - - - - _ - - - - - - �O (EGRESS) ' - - (3)1-3/4X14 ML FLUSH - (3)1.3/4X14 L FLJSH - - - 2-2X10 HDR 2-2X10 H ^> 2-2X8 Ali REPLACE EXISTING HEADER w/—� - 5-1/4;�X5-1/4 1.8e 3 l ' 0 (2)11-1/4 ML w/1/4 FLITCH PLATE PROPOSED PAIRALLAM HSS 3.5X3.5X.25 I ' I I , FLOOR AB COLUMN STEEL COLUMN - a I w 111'-2t1 TO FOUNDATION _ v > l N HALF BAT o t _ _ , 1 11 1 v x I ' _ _(2�2X8 HDR p _ . ----`--- T�-T4" rJ_LZZE� --- y N 1� 1 } ..-- - --- w --� - -- _� Q lam/ .. n I 1 / 2t�n M I 11-' - ' 1,1 EXISTING SUNROOM _ O EXISTING o ,O BEDROOM No. 2 TO BE DEMOLISHED p BEDROOM NO. 1 (ALTERATIONS) c EXISTING 14"TJI110 WOOD-1 I' 2X8 CJ 16" C o Z 14"TJ1110 WOOD-I P16"OC — LND M. EXISTING __^ 1 {; @16"Oc J 2X6 CJ Ca�16"oc I V ] - - - - - - - - - - , - W BATH 2 11 `fi W 1 1 ` `v a -(ALT ) x �; w , x , I ,,, 1 ,I PAD OUT EXISTING WALL ,, N p I N I 1 1 11 TO MATCH 2X6 EXTERIOR _ %6 l7 •- N DEL 1-3/4 X 14 ML 16"OC -- FRONT HALL -' O HSS 5X5X.25 co ' ^, B - TAPE TO 7 1/4"(UNDER DECK ABOVE) o it) STEEL COLUMN CV I n T� r_ I- TO FOUNDATION D \v� HSS 3-1/2 -1/2X1/4 N ` i i M 1; I 4 1-3/4X14 ML w/3 5/8"STEEL FLITCH PLATE FLUSH BEAM STEE OLUMN ALTERNATIVE:W12X58 :--_ _ 2-14 ML w/1/2"STEEL FLUSH � _� . - - - ■ ra HSS 3-1/2X3-1/2X1/4 - — - - - — - - --- I I 1 1 I - 4-0" _ 4'-0 PL rl HSS 3.SX3.5X.25 M 6X6 ACQ POST e� STEEL COLUMN ° ' "'■I 'I I I I I I I I I I I „ I -�. STEEL COLUMN CO WRAPPED(1YP) tro 1 I 1 ;I; -------------- -------------- -------------- J I I I I I I I I t I 1 .� TO FOUNDATION ■ N I I I I I I I I lip � SUN ROOM ( , _N'I I I PEI I ai GI I I I I I I PROPOSED PORCH I m L�1. CN O I 1 I 1 x `,�p RECONSTRUCT EXISTING SUNROOM 1 11 1 n 1 n > i - - - - - - - - - - IPE DECKING 'EXISTING FOUNDATION TO BE DEMOLISHED 4-11 4-11 4-11 I I 3!-14 ML FLUSH ,14"TJI110 WOOD-I „ Lu mJ, AND REPLACED WITH A MONOLITHIC I «� @16°OC i ■-� N FOUNDATION.SUNROOM TO BE ENLARGED I I I w ■ 1 - I O 1,' 3'SOUTH OF EXISTING ANDI'WEST.WITH ■ I I '' in , I = NEW DECK OVER EXPANDED SUNROOM I , `�+ CENTER HALL I x PROPOSED I 1 I STRUCTURE EXISTING OPENINGS TO REMAIN ,I I I I `� N V tr- u a LL r_r_t_t_ _.��.�=14'TJ1111dv�?16°oc ENTRY x ' I o CC �r-� ■ I I A <■ I l l I I I a�`r_#t�-raa_r—r-r 4 , 'r-P O L I I I I I 1 I 1 I I I I 11 1 11 1 11 1 " I I I r 1 1 I 4-8 '^ 3-1 5-5 a I 1 zD I I I I 1 I I 1 I I I I 1 I ,.,r 1 I r l l • ,\ Q � 1 I I 1 I I r�-1_ 1 I I I 11 I I I'� 1 41_011 ;I; C I a i;^ ^ ; xI I I I1 1 1 I I I rl I I I I rl ' . � ■ I 1 � 1—'1 4'-0" ' u I i i Z - - - - - cc O � N I - - - - - 2'-0 4`-0" ■ W .� 4 , o EXISTING LIVING ROOM ' ! I PANTRY 0 I I -----------Q--- I a r I W x 1 L - - - - - - - - - - - � I W V I I - g j I - -4.0 Ce w W Z 2X8 CJ Ca16"OC I I . I \ O I1 J A a 1 _J U (2)2X8 HDR I „till, , x 1�I (((��� ,: ^ - ilia m ' � � � REPLACE EX.HDR REPLACE EX.HDd ' i„i: f1 � - w/(2)2X10.. : , : . "" " (3)1-:3/4X14 ML FLUSH 1 2"STEEL FLUSH (2)1-3/4X141v��Zv/ / - _ - _ - 2 2X8 _ . .� O i -1111� I HSS 3X3X1/4....1 O 131.011 STEEL COLUMN',' lo W I � I Q■ _ COVERED PORCH I \ _� .-�•.. EXISTING KITCHEN ----- NEW(REPLACE EXISTING) m m O Q PROTECT CABINET AND O x■ APPLIANCES PRIOR AND rn DURING CONSTRUCTION `Il 2X6 CJ R16"OC Q I � I - �____---- 2-2X8 I I III - - - - - III , EXISTING COVERED PORCH 1 1 it i -----O -O O ------- 9'-011 11 6'-1111 II .. - . I 1.H-__-_---4� 1 91-811 71_711 PROJECT NORTH S N , A 1. NEW WALLS TO BE 2X6 DF#2 (TYP) w/ 1/2" SHTG.� SIDING TO MATCH EXTING w/ UNDERLAYMENT. PROPOSED 1ST. FLOOR PLAIN 2. SMOKE AND CO DETECTORES PER CODE SCALE: 1/4" = 1'-0" 3. EXISTING 1ST FLOOR WILL NOT BE GUTTED ABD 11 EXTERIOR SHEATHING WILL REMAIN ON THE 11 FIRST FLOOR OTHER THAN WHERE NEW ADDITION TO BE PLACED AND ENLARGED OPENINGS FROM EXISTING PORTION OF THE �� DRAWN BY: MH HOUSE TO THE NEW SUNROOM. of NEw 10/14/2024 CIE,- 0 SCALE: SEE PLAN m J; �t w \J�0 �0 .. , � SHEET NO: 5� R��FES'SI NP -d! F-T7----1 0� J!L M C H Design Services www.mchdesignservices.com phone: (631)298-2250 email: michael@mchdesignservices.com A 47'-016" 7'-61/4" 32'-01" 7'-61/4„ 6'-83/4" 9'-31/4" 9'-31/4" 6'-83/4" . 23 LR- AR351 �� \k235/LP,R i VINYL JAMB(LINERS R ■ (3)1-3/4X9-1/2 ML / (3)1-3/09-1/2 ML STORAGE / O 36"X601 / SHOWER v ATTIC d Vol � 5-0 /]05 7'-61/4" 12'-61/2" ,_1„ i 12'-61/z„ 42, BATH °, o --------------- --- W X PROPOSED OFFICE b 5'-0" •�•� N Ln .� BEDROOM u �J N No. 3 N 14'-03/4" 6'-011 / 2".4" -6/a / - o 00 X W en M V iV uj j4Jj N 5-1/4X5-1/4 M O� 1.8e PARALLAM / Lij- 4 / OO (3) 11-7/8 ML FLUSH BEAM Q W 'N m (3)2X8 , , , , , , , , , , , , > _ ff�� �••i m > N 1.8e PARALLAM N (:) , (V ,3 , , , , , , , , , G , F4 M 4 , , , , , , , , , , , N CV �T, O DN , , , , , , , , , , , M ~ Pq hW, , , , !/ N u Cn X 01 RAILING W (h pQ PROPOSED .,.� a B LCO Y Q X w �* U w 5/4X IPE DEC ING v0 0 y V �"' w 16-4 W Z w o PROPOSED LOFT 7-6'/4" O a Q o O ATTIC ACCESS TO BE VrT, 7'-61/4" N VERIFIED IN FIELm� y F^�I / h+i M RAL O 5-1/4 X _ 1.8e PARAL M N d' O 8'-0" 5_0„ a MECHANICALS/ 0 \O is STORAGE STORAGE O d' �r (3)2X8 (3)2X8 CX2p,5 LR CX2p5 R CX2pi5 LR CX2p3'5 LR DBL 2X6 DBL 2X6 . % 10'-11/z" 17'-101/z" 41-0„ 7'-61/4" 32'-0" 7'-61/4„ 47'-01h"' PROJECT NORTH GN A DRAWN BY: MH 14 2 10 PROPOSED 2ND FLOOR PLAN F of �Fw y / / 024 SCALE: 1/4" _.�,_�„ ��F� �. DEF��°� -�' J� * SCALE: SEE PLAN uj 04 0, C,,° SHEET NO: I " / J M C H Design Services www.mchdesignservices.com / phone: (631)298-2250 email: michael@mchdesignservices.com A _ j _ �`_-_- -----r=------ -cT1�=���"F------ - �------�------ =c=---�I------- --a��--oc= F-----�---___�----__�^_____` I�-----c----=----r�rrrr�i •----------------- --� � •--Y------------------------------�L--� •-.1.-------'-_.L- --lu------------------------------�--• I F- -----------------• +I all + II II 1 ,k _I ' O II II IF Ce 111 , 11 12 1 1 1 1 12 0 II , I 4 � � y I % �C4' a ' -------------- 11 _ 0 e •-- -----------------+ 11 4 �1 I l a � y 1 1 x yel 1 11 1 1 1 y 1 1 N I + 1 00 V it 12 11 1 + ! O 1F O e 1 11 cxl I _� ��—� i I` , iii 3L---- I 1 e d r_�+ Ce t_i 12 J ' - - 1 I I rV B - ----------- --------------- _ ml III fW-1 I' L-------- -------------'----? 8� 111 R LU �I 1 1 1 a eeeeee I F=-a z P4 _ t , u ---------- T___ -- ---T- -----------------'---'-------------- + ------------------- 1 11 O a---------------------1-- W --'---y---------------------------------------- ---------------------- it I Ce 0 1 1 II i �� 2X8 RR(@16"OC II ,II YI 1 3/4X14 MI RIDGE C] + W 1-3/4X14 ML RIDGE II I N 1 11 4 LI II Lu 1 11 `V 1 11 If 1 11 f✓'7 I I I I H e 1 11 Q A I II 1 11 � E-1 1 N I o- Y 2X8 RR(@16"OC 11J W V 1 1 1 V I 11 � F- 0 1 1 1 1 II _J J e 1 1 1 1 HI co �] LY 1 I I Z IY 12 1 � I i ♦ ce I I I O 1 II ,/ •`, , 11 111 1 At 1 1 + 11 U 1 11 O II 1 I I I1 1 11 f G r 12 1 11 11 `n Uu Ce 1 11 1 11 V 11 1 u + O , 11 1 el 0 x 12 4 � I ' n, l 1 11 , 1, n + , ell , 11 II 1, 00 N I' r I� f Y e 11 1 11 11 f I+' 1 lL----------------- -iIlt----r-------------------------------^-^----------- ----a---------- ------------- 1 11 1 +I �r-�-�_---- --- - - _�_- i PROJECT NORTH S N A DRAWN BY: MH F OF NEW C-�<�, ' �°'Pir 10/14/2024 PROPOSED ROOF PLAN �� SCALE: 1/4" V-0" �I W ALE: SEE PLAN �c. 502 S NP� SHEET NO: 2" 2a z" ri 1-3/4X14 0Os p Qe 12' O• OO OO OO 2" ® ® ® ® ® ML RIDGE �2 o o 0 0 ®® cc 9M C H FASTENER TYPE: SPACING: No.8 WOOD-SCREW g I Desi n Services BASED ANCHOR WITH 16'OC 2X8 COLLAR TIE @16"OC tin.EMBEDMENT LENGTH _---_- No.10 WOOD-SCREWS BASED ANCHOR WITH 16"OC O xQG 2V tin.EMBEDMENT LENGTH @�6 �0 RR BASE.dia.ANCHOR 2X�0R @J6"OC www.mchdesignservices.com BASED ANCHOR WITH 16"CC 2m.EMBEDMENT LENGTH _ _ _ O• OO 9 ®® cc 2X8 C1 16"OC 2XIo CJ @16"OC — — — phone: OO 0 3/4"APA PLYWOOD @ (631)298-2250 SHEATHING 1/2'APA RATED SHEATHING GRADE PLYWOOD (ALTERNATMVE:7/I6"O.S.B.) ® ® ®® michael@mchdesignservices.com 1/2"APA RATED SHEATHING GRADE PLYWOOD Q (ALTERNATIVE:7/16"O S.B.) ® ® ®® cc Cc ® FASTENER TYPE: SPACING: 2X4 DF#2 No.8 WOOD-SCREW STUDS BASED ANCHOR WITH 10"OC 0 WINDOW SILL tin.EMBEDMENT LENGTH TYPICAL)WINDOW OPENING No,10 WOOD-SCREWS ®® (2) 1-3/4X14 ML BASED ANCHOR WITH 12,CC PANEL SPIAN EQUAL OR SMALLER tin.EMBEDMENT LENGTH (2)14"ML W/1/2"STEEL THAN 4 FEET 1/41n.dia.LAGSCREW 3/4"SUBFLOOR 6z 1 EXISTING BASED ANCHOR WITH 16"OC tin.EMBEDMENT LENGTH [1 ® ® O O • ® 14"TJI 110 F1 @16"OC 14"TJI 110 FJ @16"OC TYPICAL DOOR OPENING MULTIPFASTENER TYPE: SPACING: PANEL SPAN GREATER THAN 4 FEET 2-2X4LF*2STUDSCON CONNECTED BLOCKING BETWEEN JOIST 2-2X4 DF#2 STUDS CONNECTED No.8 WOOD-SCREW AND EQUAL OR SMALLER TOGETHER WITH STAINLESS BASED ANCHOR WITH 8"a UNDER BEARING WALL OR GALVID NU BOLTS W/WASHERS THAN 6 FEET AND NUTS @ 2'-0"O.C. tin.EMBEDMENT LENGTH No.10REWS TYPICAL MULTIPLE OPENINGS BASED ANCHORWOOD-S WITH BASED ANCHOR WITH 9"OC PANEL SPAN GREATER THAN 6 FEET 21n.EMBEDMENT LENGTH AND EQUAL OR SMALLER 1/4in.dia.LAGSC'REW Q BASED ANCHOR WITH 16"OC THAN 8 FEET 2In.EMBEDMENT LENGTH WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL AS PER SEC. R301.2.1.2 NYS CODE: PROTECTION OF OPENING WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" 0 0 El �\ AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS.PANELS SHALL BE PRECUT TO COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED.(REFER TO SECTION 1609.1.4,1609.6.5 AND TABLE 1609.1.4 OF N.Y.S.RESIDENTIAL 3/4"SUB FLOOR CONSTRUCTION CODE).THIS IS NOT A SUBSTITUTION FOR DESIGN-PRESSURE.ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. 2X6 P,16110C DBL 2X6 161OC 2X6 16"OC CUT BACK EX JOISTS AS RE . SISTER 2X6 TO EX.-JOISTS TO BE 12"OC EXISTING ALL PANELS MUST BE CUT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS.SHUTTERS MUST BE MARKED FOR WHAT OPENING IT IS TO COVER. (3)9-1/2 (3)9-1/2 ML W/ (3)9-1/2 (3)9-1/2 °•� ML (2)1/2"STEEL ML ML BUILT UP SILL HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. 16. OVER NEW WALL MATCH EX.SILL HEIGHT ;6 GENERAL: SILL TO INSTALL OVER L AS SHOWN EXISTING EXISTING0 SIDING TO MATCH EXIST. TERMITE SHIELD SILLSEAL.AND6• DUTCH WALL w/ 15#FELT UNDERLAMENT �• ^� 1.* -,;vz OR EQUAL. - :a 0 . LALLY LALLY b•' 1/2" SHEATHING OVER a, :a COLUMN COLUMN 2X4 STUDWALL (TYPICAL) Lb�; LALLY 4•e +1 10"PC WALL 1/2" SHEETROCK AT WALLS DAMPPROOF qe COLUMN ram, Generated by REScheclk-Web Software AND CEILING (MOISTURE- Compliance Certificate Y t 4 _ RESISTANT AT BATHS) ` 4"SLAB b W Ov/ C5^' /^WN'W°°°fame- ROOFING TO MATCH EXISTING 'a 172 oa90 a.3zo sD ss O SHGC:0.31 . . . . ♦ ♦. •. . / •. . • •. • . •. •. . • •. .. . ♦ •. Floor All-Wood loist/Truss 662 21.0 00 0.044 OOd7 29 31 0"•••.d •'•.d o.•••.12e 0 •• •d r•�pr C o'• Project 6760 PECONIC BAY BLVD. WITH FELT UNDERLAYMENT f• f • Compliance Statement'The proposed building design described here Is consistent with the building plans.specifications,and other a- p p • p: p•d• • �•- • �•p- • •' A calculations submitted with the permit app0cauon.The proposed building has been designed to meet the 201B IECC requirements In " •• •• /u\ Energy Code: Laurel, 1,New REScheck V¢rslon'REScheck-Web and to comply with the mandatary requirements listed In the REScheck inspection Che<khst 1/2" CDX SHEATHING (MIN) 24"XI2"FTG 24"X24"X12" 30"X30"XI2"FTG 24"X24"X12" 24"X24"XI2" I-7 Location' Laurel,New York Grote tType'Type Addition ame- "e Signature ab to INSTALL GUTTERS w/ DOWNSPOUTS (3)#4 BAR �G(TYP) (4)#4 BAR E.W. FTG(TYP) FTG(TYP) ^ 1� Climate4(5331 NDD] Permit Date: CONNECTED TO DRYWELLS TO CODE H I-•-al IFS Date: Permit Number: All Electric false1. " STRUCTURE EXPOSED THROUGHOUT HsBa . : false CONSTRUCTION TO BE REPAIRED/ A PROPOSED CROSS SECTION A Has Charger false Has Battery: false Has Heat Pump: false REPLACED AS NECESSARY 9 >> SCALE: 1/4" = 1'-0" Q Construction Site: Owner/Agent: Designer/Contractor: Uu w er Code 339 CompliaBett Than *"— Maxi�r in�UA.339� ur UA Maximum SHGC.0.401 ­SHGC 0.30 1� he�Benerr one lhen[odeaMtlex refleN flaw clone to cwnPlian MOa Mdu,e is Gaud an code tredealf rvlea. Z ,,ee 0— Slab-op-grade nrr d,,ffsa e"e "gerc. pd,re,.nm," LJA,r. ma 1-3/4X14 ML RIDGE /A\ O msernblyin tradeoffs are no longer considered in the UA ar peenergy ce compliance path in REScheck EEarh slarren-gratle A assembly in the specified climate zone must meet the minimum energy code insulatron R-value and depth r requirements. _J U )envelope Assemblies 1� i �� pi 2X10 RR @16"OC BULT OUT w Mai ...0 0 0 '. .026' 1ST.FLOOR Flat Ceiling or Scissor Truss . V 631 21.0 0,0 0.04] �00.026 30 16 GABLE 2ND.FLOOR:Flat Ceiling or Scissor Truss 906 35 0 0,0 0.032 OD.026 29 24 z O 1ST FLOOR Wood Frame,16"o c. 968 20 D 00 0.059 00.060 44 45 L ^ - 110\ Door:Solid Door(under 50%glazing) 42 0.280 00.320 12 13 1 I I I I 11 I I 11 I I I I I I 11 11 I I I I 11 N N I I I I 11 11 I I I I I I I I , O ^W L SIDELIGHT'Woad Frame I II II II II II II 11 II 11 II II 11 II II 11 11 II II II II 11 II 11 SHGC:0.22 27 0.310 00.320 B 9 2X10 RR @16"OC I n n II n II n n n n 11 n n u n II u u n II n n n n 1 2X10 RR @16"OC DBL HUNG:Wood Frame 78 0.300 N.320 23 25 I 11 II 11 11 II II 11 II It II II 11 I1 II II 11 II II 11 11 II II II , SHGC:0.31 I II II II II II 11 II 11 II II II II II II II II 11 II 11 II II 11 It I CSMT/AWN:Wood Frame 74 0.290 01.32D 21 24 I II 11 11 II II II II II II II II 11 11 II II II II II 11 11 11 II II SHGC:0,31 2ND FLOOR.Wood Frame.16"o.c. 1.269 20 0 00 0.059 01.060 58 59 I I I I I I I I I 11 I I I I I I I t I I I I I I I I 11 I I I I I I 11 I I 11 I I 11 I SLOG DOOR:Glass Door(over 50%gla21ng)SHGC:0.26 81 0.300 00.320 24 26 DF, I 1 I 1 11 I 1 II II II 11 11 II II II 11 II II II QIP AP 2 HUNG'Wood Frame SHGC:0.3P gy AP I Q11 1 36 0.300 00.320 11 12 Q v Q0 AQ IQ1st I p PIP Aq 2 I I 2X10 CJ @ 16"OC Project Title:6760 PECONIC BAY BLVD, Repot lectTtle:date: 08/22/24 Pro 6760 PECONIC BAY BLVD. Report date: 08/22/24 (3)11-7/8 ML Data filename: Page 1 of 2 Data filename: Page 2 of 2 FLUSH BEAM 3'h RAILING 5/4 DECKING OVER 2X ACQ SLEEPERS < OVER EPDM,FLASHED,3/4"EXTERIOR T&G SHTG.,TAPERED JOISTS,1/4"PITCH GUTTER AT END,DRAIN TO OUTSIDE a DOWNSPOUT G 34"SUBFLOOR .21)(8 R@1611OC 2X DBL 14"ML R DBL l4"{9-1/2"min.)ML(VIA)MI _ ____N.T' @l6"OC TAPER AND CUT AS RE +1 6 "OC DROP WALL PLATE DOWN m 14"TJI110 @16"OC DBL 14"ML 14"TJI110 @16"OC 2X CJ 16 AS NEEDED FOR JOISTS AT DECK FRAMING LOCATION GIRDER 1 1 1 I 1 I 1 I 1 1 1 I 1 6X6 ACQ POST WRAPPED W/ 1 1 1X VINYL TRIM 1 1 I 1 1 I 3 1 , I 1 1 1 3/4"SUB LOOP I 1 3/4"SUBFLOOR 5 4 DECKING DBL 2X8 FJ @16"OC 5 4 DECKING 1 v4 I I/2 Iva (2)2X8 ACQ X6 AC 16"O EXISTING 2X6 FJ 16"OC 2X6 FJ @16"OC 2X6 AC 16"OC ' ' GIRDER °• °.. (2D 2X8 ACQ GIRDER aV• w c BUILT UP ACQ • 8X16 BLK BUILT UP ACQ a 12"dia o- sl4o E'R _ • o• 12"dia �� SILL PLATES OVER :6 _ TERMITE SHIELD, EXIST NG EXISTING O D PIER b PIER SILL PLATES OVER b` 4 3 z -1 1 SILL SEAL �c.o, o •ado ° TERMITE SEALELD. �• PIER P^•.p O o: �•�- M DRAWN BY: MH 3 24"X24"XI2" :6 °:• - 24"X24"X12" 3 CONC.FTG LbZ 6 CONC.FTG 10/14/2024 NEW DUTCH WALL ' 1_ I I/4 I h/4 I I/4 1112 I I/4 1114 I I/4 I I/2 I I/4 I I/2 I I/4 •d SCALE: SEE PLAN r OF NEW SINI] LAV L.AV W.C. W.C. V. W.C. AV. 13• L•a °:• GJ �C[,. 'IO DEERAA "Q F . W.M. F.A.I. b•• •6 1 *.i �� SFI WER B H a 2i II I/4 4 3 2 2 3 I/4 3 I/4 B CROSS SECTION B t' a°: to ✓ fi :a ..A ,�rLLJ SHEET NO: C.°.�� PLUMBING SCHEMATIC 9 » SCALE: 1/4" = 1(-01t 24"X12"CONIC.FTG c.o.i 3 1 1n I_o (3)#4 CONT.BAR '� 0 O. 50 � 3 SCALE: NOT TO SCALE � ss� NPR 4 TO APROVED SLOPE" 1/4" PER FOOT FITCH TO DRAIN TRAP SEPTIC SYSTEM TRAP HOUSE WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT & GOOD CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. L.. M C H Design Services KING STUDS ° RAFTER CRIPPLE STUD WALL STUD www.mchdesignservices.com ENDWALL BOTTOM PLATE phone: o • RIDGE LEDGER BATHTUB (631)298-2250 p ° HEADER DOUBLE JOIST email: michael@mchdesignservices.com SIDEWALL_ RAFTER JACK STUDS FLOOR USP NUMBER DESCRIPTION APPLICATION IST. ADS5 HIOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS ANCHOR TO FOUNDATION W/ ANCHOR BOLTS BATH / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT CONNECT TO 1 SIDE OF ALL CORNERS ON LOCATION USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER1 DESCRIPTION APPLICATION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR HIOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP , JOIST DIRECTION WITH 2ND. ADS5 ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH ALL OPENINGS LSTA12 1-1/4"x12" 20ga. STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1/4"x24" 20go. STRAP APP LY OVER RIDGE TO EACH RAFTE 2x6-2x8 LS26 18go. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER (2) JOISTS. UNDER WALL. ROD. ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE HE FLOORS TO EACH OTHER W/ THREADED 2X10 LS210 18ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER BLOCKING ©24'OC WALL STUD THROUGH-ROOF EXHAUST VENTS SELECTED AND LOCATED BY CONTRACTOR METAL STRAP CRICKET AT TOP-SIDE OF VENTILATION CHANNEL RIM BOARD CHIMNEY AS REQUIRED RAFTER SILL PLATE(S) WALL SHEATHING RAFTERS MAINTAIN VENTILATION SIDEWALL FLASHING WOOD JOIST FOUNDATION - - TOP PLATE BLOCKING • ' - - - - - FINISH WALL AND MOISTURE — 2x4 LEDGER BLOCKING BARRIER TO LAP FLASHING 2x4 SOFFIT JOIST STAPPING TO BE ATTACHED TO WALL STUDS @48"OC AT WALL -- MAINTAIN GAP ATTIC SHALL BE PROVIDED WITH A FASCIA �r AI\JD ALL WINDOW/DOOR OPENING JACK STUDS BETWEEN WALL FINISH AND MINIMUM NET FREE VENTILATING AREA FLOOR JOIST DEPTIH USP NUMBER DESCRIPTION APPLICATION ROOFING TO AVOID SOAKING WALL STUD NOT LESS THAN 1/150 OF THE AREA OF -GUTTER O THE SPACE VENTILATED. ALL OPENINGS WOOD GIRDER INSTALL 4'0" O.C. SHALL BE COVERED WITH CORROSION- ONTIN. SCREENED VENT 4" - 8" LSTA24 1-1/4"x24" 20go. STRAP AND JACK STUDS RESISTANT METAL MESH WITH MESH tCONTIN. SOFFIT / EXT. PLYWOOD ^� ON ALL OPENINGS PROVIDE HEMMED EDGE AT OPENINGS OF 1/4 INCH IN DIMENSION. INSTALL 4'0" O.C. FLASHING TO FORM CHANNEL LOCATION USP NUMBER DESCRIPTION APPLICATION SOFFITED EAVE AND SO AS TO MAINTAIN AIR 8" - 14" LSTA30 1-1/4"x3O" 18ga. STRAP AND JACK STUDS _ / GAP TO PREVENT CAPILLARY 4" - 6" RAFTER RT10 10-3 . CONNECT TO ON ALL OPENINGS 4" x 18a TYDOWN ANCHOR/ ACTION / g EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND INSTALL 4'0" O.C. CONNECT TO ROOF VENTILATION / OVER BEARING WALLS AND HEADERS 14" - 16" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS ,' ' 8" - 12" RAFTER RT20 21-1/8" x 20go. TYDOWN ANCHOR EACH RAFTER SOFFITED EAVE DETAIL W ON ALL OPENINGS KEEP ROOFING NAILS OUT ` OF FLASHING U 2ND. FLOOR WALL Lt.1 ROOFING LAPS BASE ' FLASHING 4 INCHES O RAFTER BASE FLASHING TENDSNDU R SHINGLES AT CORNERS, MATERIAL AL AS DGE CAP O ROOFING/ FM-� r SIDES 4 INCHES AND LAPS NAILED TO SHEATHING �� Pq w SHINGLES AT BASE MIN. 4 INCHES THROUGH VENT F-a WOOD JOIST MM . ..� Pq TOP PLATE w GIRDER/HEADER SIDE WALL FLASHING W U 1ST. FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS @48"OC WOOD JOIST W Z AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES, SIDEWALLS, WALL STUD r AND RAKES -- PROVIDE HEMMED EDGES SO , a FLOOR JOIST DEFPTH USP NUMBER DESCRIPTION APPLICATION AS TO FORM DRAINAGE CHANNELS AND RAFTERS INSTALL 4'0" O.C. PREVENT CAPILLARY ACTION 1f w 4" - 8" LSTA36 1-1/4"x36" 18go. STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION APPLICATION PRE-MANUFACTURED KEEP SHEATHING MIN. 1-1/2" �•L� p"4 / ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH CONNECT EACH FROM PEAK TO ALLOW FREE THE PROPER STEEL CONNECTOR. O ON ALL OPENINGS RIDGE VENT FOLDS IF ABLE, SET FIR JOISTS APROX. 1 2 HIGHER THAN LVL HEADERS INSTALL 4'0" O.C. RAFTER/PLATE RT15 TYDOWN ANCHOR RAFTER TO PLATE OVER RIDGE TO AIR PASSAGE 8" - 16" MSTA48 1-1/4"x48" 16ga. STRAP AND JACK STUDS CONFORM TO SLOPE / ON ALL OPENINGS PLATE/WALL SPTH4 STUD PLATE ANCHOR CONNECT OVER OF ROOF TO ALLOW FOR SHRINKAGE. & REDUCE BUMP OUTS a PLATES TO EACH STUD \v, DBL. SILL PLATE O ' TERMITE SHIELD SUB FLOOR SILL GASKET WOOD JOISTS ^� NEOPRENE TYP. CONC. FOUNDATION A ` 6 CONC. . POLY V 1 Q GASKET �� ' 2x6 /2x8 CONTINUOUS WOOD PLATE MIL ) DAMPPROOF EXTFERIOR V GRANULAR FILL , ° I BOLTED TO STEEL BEAM WITH 6MIL POLY ON EXTfERIOR �• N V STEEL COLUMN ``% / 1 2 " DIA. BOLTS @ 48" o.c. STAG. • � I � � i A ° ° / C ONC. SLAB 4 ' 4 'p - D D c'4 ROOF JACKANCHOR BOLT // STEEL BEAM A o �I� COMPACT FILL o /POURED CONCRETE: " 4" x 8" STEEL ° I 4 x 1 a V I 8 ' BLOCK WALL: 15" ` ROOFING LAPS TOP AND BOTTOM PLATE KEYWAY FOOTING D V n ° ° d ° � � D~ � FLASHING AT � ' WITH 1/2" x 6" ANCHOR BOLT ° �'n c- n CONC. FTG. p Q'p C SE WITH 3x3 SQUARE WASHERS SIDES AND TOP D UI 4 ANCHOR BOLT CONNECTION (USP LBPS58 OR BP583) 1/2" GROUT p REINFORCING BAR FOUNDATION 5/8" DIA. ANCHOR BOLT I I 3" STEEL COLUMN DRAIN TILE p ANCHOR BOLT CONNECTION SUPPORTING MAXIMUM SPACING FLASHING LAPS ( 10 KIPS ) SILL PLATE TO FOUNDATION ROOFING AT BOTTOM CRAWL SPACE OR FOUNDATION) 1 STORY 72" OC SILL PLATE TO FOUNDATION TYPICAL BEAM DETAIL WHERE NEEDED FOR STRUCTURAL BRACING. TYPICAL C FOUNDATION. APPLY PILASTERS MIN. 3" STEEL COLUMN ANCHORED TO 24"x24"x12" CONC. FTG. CRAWL SPACE OR FOUNDATION 2 STORIES 36" OC STEEL / BOTTOM BEARING ALL BOTTOM PLATE TO FOUNDATION 1-2 STORIES 57" OC SLAB-ON-GRADE ROOF JACKS & VENTS DETAIL I ( r SUB FLOOR CONC. SLAB , I DOORFRAME 6X6 10/10 WWM GARAGE JOIST COMPACT FILL ' DOOR i USE 2X8 STEEL BEAM FOR BLOCKOUT 4" SLAB ' P.T. PLATE W/ 6X6 WMM M I I SLOPE 4"DRIVEWAY NOTCH JOIST AND ADJUST HEIGHT ' 1/2" AIRS ACE < <1 ° ° (WITH A NAILING PLATE IF NEEDED) DRAWN BY: MH AT END AND 0 ° °' ° :d ° , TO BE APROX. 1/2" OR HIGHER THAN ES OF WOOD ° ° ALLOW ° _ -�- ° ° (PROVIDESTRAPPING TO KEEP R JOISTS ALGNED) STEEL BEAM q------<<-_ --T s ° ° �' = BEAMS _ D D D O 'e p •° S RAP GRADE , ,o a a a ,- D I I- I I-1 I I.I I I ° ° ' ° • ° . _ 6X6 W.W.M. "- - - s - - -Q - �• ° _ail a 10/14/2024 12" � I-_I IJ I I� I MIN. D .n'D D ° D ^ 11',� �1', A•, ° 4 _��NOTCH BEAM FOR MUDSILL IF REQUIRED -- MAXIMUM - I , )III II —SUBFLOOR •b n REINFORCING BAR NOTCH EQUALS 1/4 DEPTH OF BEAM '1=I D D' . D REINFORCING BAR c , -I I ° ° •D �D ° I I—I _ I j� ��JOIST SCALE: SEE PLAN DRAIN TILE I' 1®—v •p e° SHEET METAL / 30# FEILT UNDER BEAM AT POINT III I 4 . a L�'A I° n �e ° i I III I m STEEL �E p• OF CONTACT WITH CONCRETE OR CONC. BLOCK _fTl_iTI�Ti_iil_Tf�il-) - �°° c 3" PLATE (�OLT c TYPICAL CONC. MONOL11THIC FOUNDATION. REINFORCE WITH (2) #4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. ° A SHIMS TO LEVEL BEAM SHEET DEf" NO: REINFORCE FOOTING WITH (2) #4 REINFORCING BARS. �f 3" MINIMUM BEARING SURFACE FOR WOOD BEAM GARAGE DOOR BLOCKOUT BEAM POCKET m ': W Z A��FESS1 NPR CODE: 2020 IRC, 2020 NYS UNIFORM CLIMATIC&GEOGRAPHIC DESIGN CRITERIA FIRE PREVENTION AND BUILDING C ODE GROUNC WIND SEISMIC FROST WINTER ICESHIELD i FLOOD SNOW SPEED DESIGN WEATHERIN LINE TERMITE DECAY DESIGN UNDERLAYMEN WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED HAZARDS ; 20 PSF 130 B SEVERE 3 FT. MODERATE SLIGHT TOTO HEAVY MODERATE ll NONE - USE THE FOLLOWING OR APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURES RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXINAUM UPLIFT LOAD CAPACITY. M H SOIL COMPACTION: IIJ Design Services 4"MAX. 1). CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY EXISTING CONDITIONS. MINIMUM 3000# KING STUDS CAPACITY. 2). NEW FILL TO BE CLEAN OF ORGANIC MATERIAL. CONTRACTOR TO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL. REMOVE AND ADD ADDITIONAL FILL AS NEEDED. 4 www.mchdesi_qnservices.com DIA. MAXIMUM 3). COMPACTION OF NEW FILL SHALL BE AT LEAST 95� PROCTOR DENSITY (PER ASTM D 698 hone: RAFTER CRIPPLE STUD AND ASTM D 1557). COMPACT THE SOIL AT 12" LIFTS (TYPICAL). CONTRACTOR TO HAVE P FILL TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION. (631)298-2250 LEDGER HEADER RIDGE DECK AND COVERED PORCH NOTES: michael@mchdesignservices.com 1). Unless otherwise noted, all framing material to be#1 ACQ pressure treated lumber. _Z All fasteners, hangers and anchors to be galvinized or stainless steel. RAFTER JACK STUDS I'0 2). Girders for deck joists to be bolted or anchored to each post or pier with washers and nuts `n Girders on concrete piers shall be anchored with proper steel connectors anchored into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. RAFTER-TO-LEDGER CONNECTION 3). Posts supporting girders shall be anchored to a minimum 24N24"x12"thick concrete LEDGER TO BE CONNECTED TO BLDG. USING 1/2" DIA. BOLTS @16"OC WITH WASHERS HEADER-TO-POST/STUD CONNECTION footing. Use a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. Footings Shall RIDGE-TO-RAFTER CONNECTION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBERI DESCRIPTION APPLICATION be 3 ft. below grade. STAIR RAIILING LOCATION USP NUMBER DESCRIPTION APPLICATION 2x6-2x8 LS26 18ga. SLOPE HANGER APPLY TO EACH RAFTER/LEDGER ALL OPENINGS LSTA12 1-1/4"xl2"20ga. STRAP APPLY TO EACH JACK STUD 4). Deck joists to have blocking at 8'0 o.c.. ROOF I LSTA24 1-1/4"x24"20ga. STRAP I APPLY OVER RIDGE TO EACH RAFTER 2X10 LS210 18ga.SLOPE HANGER APPLY TO EACH RAFTER/LEDGER ALL OPENINGS RT30RRT71 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 5). Flashing shall be installed between the building and ledger. Lapping up the sheathing and over the ledger. Ledger to be fastened to building with 1/2"dia. bolts with washers 1 1/2"SPACE and nuts at 16"o.c. MINIMUM 6). Concrete piers shall be a minimum 6"above grade. HANDRAILS RAFTER 7).All joists to be supported with hangers and anchors. Each Joist shall also be anchored to girder(s). RAFTER 8). Covered Roofs shall be assembled and anchored the same manner as a typical building. 9). Use Simpson hangers and anchors with Z-MAX tripple protective coating or equal Vol POST for any contact with ACQ. v TOP PLATE TOP PLATE z BALUSTERS ^ WALL STUD 0 RIM/DECK JOIST o HANDRAIL NOTES: V OPEN BALUSTER ATTACHED TO WALL IQJ WALL STUD O All required handrails shall be of one of the following types ^� or provided equivalent graspability. HANDRAIL CONNECTION RAFTER TO PLATE/STUD CONNECTION 1).Type 1. Handrails with circular cross section shall have an RAFTER TO PLATE/STUD CONNECTION ALL HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH LOCATION USP NUMBER DESCRIPTION APPLICATION outside diameter of at least 1-1/4 inches and not greater OF'THE STAIRS. HANDGIRIP PORTION OF ALL HANDRAILS LOCATION USP NUMBER DESCRIPTION APPLICATION CONNECT IEACH than 2 inches. If the handrail is not circular it shall have a CONNECT TO RAFTER/PLAT RT15 TYDOWN ANCHOR RAFTER TO]PLATE POST-TO-DECK CONNECTION perimeter dimension of at least 4 inches and not greater SHALL NOT BE LESS THAIA 1-1/4"NOR MORE THAN 2" IN 4"-6" RAFTER RT10 10-3/4"x 18ga.TYDOWN ANCHOR than 6-1/4 inches with a maximum cross section of 2) 1 EACH RAFTER CONNECT(OVER USE MIN. CROSS SECTIONAL DIMENSION,OR THE SHAPE SHALL PLATE/WALL SPTH4 STUD PLATE ANCHOR ( /2" DIA.GALV. BOLTS WITH WASHERS AND NUTS dimension of 2-1/4 inches. PROVIDE AN EQUIVALENIT GRIPPING SURFACE 8"-12" RAFTER RT20 21-1/8"x 20ga.TYDOWN ANCHOR CONNECT TO PLATES TO EACH STUD r , EACH RAFTER 2).Type II. Handrails with a perimeter greater than 6-1/4 inches shall provide graspable finger recess area on both sides of the profile.The finger recess shall begin with a ram, O distance of 3/4 inch measured vertically from the tallest �•1� 4"MAX, portion of the profile and achieve a depth of at least 5/16 inch within 7/8 inch below the widest portion of the H 4"DIA. MAXIMU<\N GIRDER/HEADER profile.The required depth shall continue for at least 3/8 �� w inch to a level that is not less than 1-3/4 inches below the �j tallest portion of the profile.The minimum width of the Z GIRDER/HEADER o handrail above the recess shall be 1-1/4 inches to a W maximum of 2-3/4 inches. Edges shall have a minimum 1-4 Z JOIST POST/COLUMN ° � e C radius of 0.01 inches. W `O POST/COLUMN W 1-a rn NAILING SCHEDULE z r,�•� Z F'�"I O ROOF SHEATHING: Q GIRDER/HEADER V E NAIL < POST-TO-GIRDER/HEADER CONNECTION JOINT DESCRIPTION QTY SPACING NOTES a STRUCTURAL PANEL 8d AS PER TABLE 3.8 LOCATION USP NUMBER DESCRIPTION APPLIICATION WFCM-SBC SPLICED JOISTS OVER HEADER/GIRDER 4x4 SOLID COLUMN PBS44/PBSE44/KC44 POST CAP ANCHOR APPLY TO EACH COLUMN P.4 110 � DECK/PORCH RAILING6x6 SOLID COLUMN PBS66/PBSE66/KC66 POST CAP ANCHOR APPLY TO ]EACH COLUMN ROOF FRAMING: 0 LOCATION USP NUMBER DESCRIPTION APPLICATION POST-TO-GIRDER/HEADER CONNECTION \O HOLLOW COLUMN SIMPSON STRRI/2 H.C. ANCHOR APPLY TO IEACH COLUMN USE MIN. (2) 1/2"DIA.GALV. BOLTS WITH WASHERS AND NUTS JOINT DESCRIPTION NAIL NAZI NOTES JOIST TO GIRDER/HEADER RT10 TYDOWN ANCHOR CONNECT TO EACH JOIS QTY. SPACING ^� RAFTER TO 8'WALL: 3-8d COMMO EACH TOE-NAIL TOP PLATE 1U WALL: 4-8d COMMO RAFTER CEILING JOIST 8'WALL: 3-8d COMMO EACH TO TOP PLATE 10'WALL: 4-8d COMMO JOISTTOE-NAIL Q off. �U PARALLEL RAFTER CEILING JOI TO AS WFCM B SBC PER TALE 7 EACH NAIL FACE `�' " '�� •., BEARING PLATE �•-•� GIRDER CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE Q OVER PARTITION WFCM-SBC LAP NAIL o "?�,:: =`=' COLLAR TIE AS PER TABLE 3.4 , EACH FACE • TO RAFTER WFCM-SBC END NAIL ° WOOD JOIST •:' ,., >. BLOCKING 2 Sd COMMON EACH TOE A�`A TO RAFTER END NAIL ,.,.,;. RIM BOARD EACH END LEDGER I I I:' fr% CONCRETE PIER ••'>I TO RAFTER 2-16d COMMON END NAIL o GIRDER/HEADER I I :S. (A WOOD JOIS1- WOOD JOIST •, ..••;,i: =�,- "''•-_::""-••...':�; •�> WALL FRAMING: ...... .�i•i• Y •'>," JOINT DESCRIPTION NAIL NAIL NOTES QTY. SPACING FLUSH JOISTS WITH HEADER/GIRDER I._............ DOUBLE 2x TOP PLATE TO PER (MINIMUM) TOP PLATE 2-16d COMMOP I FOOT FACE NAIL CEILING JOIST TO BLDG. CONNECTION ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH I FOR HEADER HEADER/GIRDER-TO-POST CONNECTION THE PROPER STEEL CONNECTOR. I TOP PLATES AT 4-16d COMMO JOINTS FACE LEDGER TO BE CONNECTED TO BLDG. USING 1/2" DIA. BOLTS @16"OC WITH WASHERS I I OR BEAM LOCATION USP NUMBER DESCRIPTION APPLICATION INTERSECTIONS EA.SIDE NAIL 1F ABLE, SET FIR JOISTS APROX. 1/4" HIGHER THAN LVL HEADERS TO ALLOW FOR SHRINKAGE. ROD I I i (2) BEAMS PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH PI EF STUD TO 24" FACE 2 -16d COMMO REQUIRED =I I STUD O.C. NAIL FOR STU „'•(. (3) BEAMS PAU66 OR WE66 POST/BEAM ANCHOR APPLY TO EACH PIE HEADER TO 16"O.C. FACE •••�'r'' HEADER 16d COMMON ALONG EDGES NAIL FLASHING TUCKED UNDER i I TOP OR BOTTOM 2 -16d COMMO PER 2x4 STUD END TOP PIECE OF SIDING AND PLATE TO STUD 3 -16d COMMO PER 2x6 STUD NAIL LAPPED OVER FIRST CONTIN. THREADED ROD BOTTOM PLATE TO: PER PIECE OF SIDING BELOW FLOOR JOIST, BAND JOIST, 2 -16d COMMO FACE NAIL 1/2" DIA. LAG BOLTS W/WASHERS CNW COUPLER NUT END JOIST OR BLOCKING FOOT :.:. CONNECTED TO BLDG. @16"OC POST STRINGER ('' �;� �• ="' DECK FRAMING: @16"oc MINIMUM (2)THRU- `-J .J��. "� °"`• END CJISTANCE NAIL NAIL DRAWN BY. MH eoLPI '3...... •...,, JOINT DESCRIPTION NOTES ;, QTY. SPACING PW POST • a ' :,.-.• i p JOIST TO: 4-8d COMMO PER TOE ANCHOR dia. FLOOR FRAMING o PIER I6"TREA° or ., __ •-.• •. MINIMIL�M s SILL,TOP PLATE OR GIRDER JOIST NAIL 10/14/2024 o,• ~' ,'';'-"' o 'o o END DtS11`ANCE 12 x12 x12 y u ° BRIDGING 2-8d COMMO EACH TOE 2xJOISTS , ;.`: :o.•: ,••.• a . •A 4 , .r'�'•! > TO JOIST END NAIL SCALE: SEE PLAN GRADE . °Q CONC.SLAB �^�,a '•. • •o T• r'��'y" CONCRETE FOOTING > > • (AS REQ/Mi .) \,., +:j $,�� <A v c A BLOCKING EACH TOE BLOCKING; FOR A JOIST HANGER 2-8d COMMO TO JOIST END NAIL CONC. ' •A , BLOCKING TO: EACH E e , DECK PIER > 3 -16d COMMO LAG BOLTS `� � '; d CONC. .°• d° PER PLAN 3'-0 a; ' PIER HOLLOW COLUMN UPLIFT SILL OR TOP PLATE BLOCK NA C RIM JOIST/BD. n ��4, �9,' SIMPSON STRONG TIE MODEL STRRI/2 LEDGER STRIP EACH F New y SHEET N O. INSTALL AS PER MANUFACTURE'S RECOMENDATIONS DECK POST FTG. CONNECTION TO BEAM 3 16d COMMO JOIST DEF,R O'P,� to LOCATION USP NUMBER DESCRIPTION APPLICATION JOIST ON LEDGER 3 Sd COMMO PER !, 4k s� 4X4 POST PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH FOOTING TO BEAM JOIST I� -',` Er ' CC IDECK/PORCH LEDGER CONNECTION 6X6 POST PAU66 OR WE66 POST/BEAM ANCHOR APPLY TO EACH FOOTING BAND JOIST PER D , '• y W TO JOIST 3 16d COMMO JOIST L v, BAND JOIST TO: PER Q °• y�2 �� SILL OR TOP PLATE 2 16d COMMO FOOT T SS1 NP\' WIND FRAMING NOTES NAILING SCHEDULE PLAN CONTENTS: l). RIDGE-TO-RAFTER ASSEMBLY:(JENERAL NOTES ROOF FRAMING,: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL L.. 1-1/4" x 20 gauge strap shall be attached to each air of rafters in accordance to table 3.4. NAIL NAIL g g p p JOINT DESCRIPTION NOTES BUILDING USE RESIDENTIAL DWELLING r When a collar tie is used in leu of a ridge strap, the number of 10d common nails required QTY. SPACING (SEE PLANS) CONSTRUCTION NOTES: in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. RAFTER TO 8'WALL: 3-8d COMMON EACH BUILDING HEIGHT TOE-NAIL TOP PLATE 10'WALIL: 4-8d COMMON RAFTER TOTAL SQ. FT. OF CONSTRUCTION (SEE PLANS) Design Services 1). The information within thi's set of construction documents is related to basic design 2). RAFTER-TO-WALL ASSEMBLY: CEILING JOIST 8'WALL: 3-8d COMMON EACH DESIGN CRITERIA (UNIFORM CODE) 2020 IRC, 2020 NYS UNIFORM FIRE PREVENTION AND BUILDING CODE intent and framing details. They are intended as a construction aid , not a substitute Lateral framing and shear wall connections for rafter, ceiling or truss to top plate shall be in TOE-NAIL TO TOP PLATE 10'WALIL: 4-8d COMMONJOIST for generally accepted good building practice and compliance with current New York accordance to table 3.3. When a rafter or truss do not fall in line with studs below, rafters FRAMING ELEMENTS AS PER FLOOR PLANS, CROSS SECTION, DETAILS, AND GENERAL NOTES www.mchdesignservices.com State building codes. The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEILING JOIST TO AS PIER TABLE 3.7 EACH FACE DESIGN LIVE LOAD(PSF) R301.5 DESIGN DEAD LOAD(PSF)R301.2.2.2 ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS R301.7 phone: construction details and procedures to ensure a professionally finished, structurally the to the wall stud with uplift connections. Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM - SBC LAP NAIL UNINHABITABLE ATTICS (NO STORAGE) 10 EXTERIOR sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAPS AS PIER TABLE 3.7 EACH FACE UNINHABITABLE ATTICS (STORAGE) 20 EXTERIOR(LIGHT FRAME) WOOLS 14 15 RAFTERS GREATER THAN 3:12 PITCH U180 (631)298-2250 (LIGHT FRAME) WALLS NO FINISHED CEILING) OVER PARTITION WFCM - SBC LAP NAIL email: 2). The General Contractor is responsible for ensuring that all work and construction 3). WALL-TO-WALL ASSEMBLY: HABITABLE ATTICS AND 30 INTERIOR(LIGHT FRAME)WOOD WALLS 10 INTERIOR WALLS AND PARTITIONS H/180 p g ATTICS WITH FIXED STAIRS FLOORS U360 michael@mchdesignservices.com meets current federal, state, count and local codes, ordinances and regulations, etc. Wall studs above and studs below a floor level shall be attached with uplift connections in COLLAR TIE AS PIER TABLE 3.4 EACH FACE INTERIOR(LIGHT FRAME) STEEL WALLS 5 Y g EXTERIOR BALCONIES AND DECKS 40 These codes are to be considered as part of the specifications for this building and accordance with table 3.3b. When wall studs above do not fall in line with studs below, the TO RAFTER WFCM - SBC END NAIL MASONRY WALLS ((6 THICK) 80 CEILINGS (PLASTER, STUCCO) L/360 FIRE ESCAPES 40 CEILINGS (GYPSUM) should be adhered to even if iin variance with the plan. studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING EACH TOE CONCRETE WALLS (6"THICK) s5 ) L/24o accordance with table 3.3. TO RAFTER 2 - 18d COMMON END NAIL GUARDS AND HANDRAILS 200 SIP WALLS 10 ALL OTHER STRUCTURAL MEMBERS U240 3). Dimensions shall take precedent over scaled drawings. RIM BOARD EACH END GUARD IN-FILL COMPONENTS 50 VEHICLE GARAGES (R301.5) PER 20 SQ. IN. 20001bs EXTERIOR WALLS (PLASTER,STUCCO) H/360 (DO NOT SCALE DRAWINGS),. 4). WALL ASSEMBLY TO FOUNDATION: TO RAFTER 2 - t6d COMMON END NAIL PASSANGER VEHICLES 50 EXTERIOR WALLS (BRITTLE FINISHES) H/240 First wall studs shall be connected to the foundation, sill plate, or bottom plate with uplift NON-SLEEPING ROOMS 40 EXTERIOR WALLS (FLEXIBLE FINISHES) H/120 4). The designer has not been) engaged for construction supervision and assumes no connectors. Steel straps shall have a minimum embedment of 7 inches in concrete WALL FRAMING.-- SLEEPING ROOMS 30 LINTELS (SUPPORTING MASONY WALLS) U600 responsibility for construction coordinating with these plans, nor responsibility for foundation and slab-on-grade, 15 inches in masonry block foundations, or lapped under NAIL NAIL STAIRS 40 construction means, methods„ techniques, sequences, or procedures, or for safety the plate and nailed in accordance with table 3.3b. When steel straps are lapped under the JOINT DESCRIPTION QTY SPACING NOTES ROOF GROUND SNOW LOAD 20 precautions and programs in connection with the work. There are no warranties for a bottom plate, 3 inch square washes shall be used with the anchor bolts. Anchor bolt FOR EXPOSURE C TOP PLATE TO PER FACE NAIL EXPOSURE CATAGORY (DESIGNED ) specific use expressed or impliied in the use of these plans. spacing is to be spaced and sized in accordance to table 3.2a. In addition to spacing, 21 - 16d COMMONLOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all TOP PLATE FOOT SEE NOTE: 1 5). Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT JOINTS FACE ROOF - FOUNDATION DETAIL PAGE &GENERAL NOTE PAGE INTERSECTIONS ` - 16d COMMON EA. SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE 6). The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5). TYPE I EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACE or exceeds manufacture's specifications and applicable codes. Type 1 exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior 2! - 16d COMMONEGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE STUD O.C. NAIL Sym•: SMOKE ALARMS TO COMPLY WITH NFPA 72 AND NYS R314 NYS. attached with 8d common nails at 6" o.c. at the panel edges and 12" o.c. in the field, and FIRE PROTECTION HEADER TO 7). The General Contractor is ito consult with the owner for all built-in items 1/2 inch gypsum wallboard on the interior attached with 5d cooler nails at 7" o.c. at panel H HEADER 16d COMMON 16" O.C. FACE ALONG EDGES NAIL SMOKE & CO2 DETECTORS 50 CARBON MONIXIDE ALARMS TO COMPLY WITH R315 NYS. such as bookcases, shelving, pantry, closets, trims, etc. edges and 10" o.c. in the field shall be in accordance with the length requirements specified in table 3.15a-b. TOP OR BOTTOM 2! - 16d COMMONPER 2x4 STUD END TRUSS DESIGN N/A - STANDARD STICK FRAME CONSTRUCTION V1 8). Wind load requirements shall be taken into account during construction. PLATE TO STUD 3, - 16d COMMON PER 2x6 STUD NAIL ENERGY CALCULATIONS 2020 ENERGY CONSERVATION CONSTRUCTION CODE NYS 19 NYCRR PART 124 6). TYPE II EXTERIOR SHEARWALL CONNECTIONS: BOTTOM PLATE TO: FOUNDATION NOTES: Type 11 exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate FLOOR JOIST, BAND JOIST, 2! - 16d COMMON PER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA FOOT SEE NOTE: 1,2 1). The General Contractor anld Mason to review plans, elevations, details and notes to length adjustment factors in table 3.16. END JOIST OR BLOCKING GROUND WIND SEISMIC FROST WINTER ICESHIELD FLOOD determine intended heights of finished floor(s) above typical grade. SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT 7). INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAM1NCi. LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED HAZARDS Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when 2). All footings to rest on undiisturbed (virgin) soil. interior shearwalls are used. Sheathing and connections shall be in accordance with JOINT DESCRIPTION NAIL NAIL NOTES QTY. SPACING MODERATE SLIGHT TO 2.4.4.2 and 2.2.4 respectively. - 3). ProvidEr 1/2" expansion joiint material between concrete slabs and abutting JOIST TO: PER TOE 20 PSF 130 B SEVERE 3 FT. TO HEAVY MODERATE 17 NONE 4 - 8d COMMON concrete or, masonry walls occuring in exterior or unheated interior areas. 8). CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL, TOP PLATE OR GIRDER JOIST NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE ^, W 4). Any new concrete walls being attached to existing concrete structure shall 2 - 8d COMMON NAIL SPACING NAIL SPACING AT INTERMEDIATE Lam.. with table 3.5. Window sill plates shall be have steel connectors in accordance with table TO JOIST END NAIL SHEATHING LOCATION NOTES be installer with #5 re-bar, 181" long at 12" o.c.. Use approved epoxy for installation. 3.5. BLOCKING EACH TOE AT PANEL EDGES SUPPORTS IN THE PANEL FIELD V 5). Unless otherwise noted, all slabs on grade to be 3000 p.s.i.. Concrete to be TO JOIST 2 - 8d COMMON END NAIL 4' PERIMETER EDGE ZONE 8d COMMON @ 6" O.C. 8d COMMON @ 6" O.C. SEE NOTES: 1,3 poured on 4 inch thick sand car ravel fill with 6x6 wire mesh reinforcing. Interior slabs 9)• CATHEDRAL CEILING ASSEMBLY: O p g o Where a ride is to be used as a structural beam, the rafters shall either be notched and BLOCKING TO: EACH TOE INTERIOR ZONE 8d COMMON 6" O.C. 8d COMMON 12" O.C. SEE NOTES: 1 ( BOTH FIELDS) to be minimum 3-1/2 inch thicck. All fill to be compacted to 95 /o relative density with g SILL OR TOP PLATE 3 - 16d COMMON BLOCK NAIL @ @ NOTE: 2 FOR PANEL FIELD � � A ++ anchored on to of the beam or slope connectors shall be attached to each rafter-to-ride 6 maximum lifts (layers). p p g GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON 4" O.C. d COMMON " along the open ceiling part of the building. Connections to the ridge and wall shall be be LEDGER STRIP EACH FACE @ @ 4 O.C. SEE NOTES: 1,3 6). Crawl spaces to be providEed with a minimum 18"x24" access opening. Install one 3 - 16d COMMON H I"4 w 8x16 cast iron foundation ventft for every 150 sq. . of area. attached with the above requirements. TO BEAM JOIST NAIL P DECK AND COVERED PORCH NOTES: JOIST ON LEDGER 3 - 8d COMMON PER TOE NOTES C/) �,1, Z 7). Dampproof exterior of foundation with bituminous coating as required by current TO BEAM JOIST NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. ^ �I N.Y.S. Resiidential Construction Code. A 6-mil polyethylene film shall be applied over 1). Unless otherwise noted, all framing material to be #1 ACQ pressure treated lumber. BAND JOIST PER END 1..1 = a the below grade portion of exterior walls prior to backfilling. All fasteners, hangers and anchors to be galvinized or stainless steel. TO JOIST 3 - 16d COMMON JOIST NAIL 1). For roof sheathing within 4 feet of the perimeter edge of the roof, including 4 feet on each side of the roof peak, BAND JOIST TO: PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. ZW IV-I 8). Drainage as required by current N.Y.S. Residential Construction Code. 2). Girders for deck joists to be bolted to each post with washers and nuts. 2 - 16d COMMONt-+ Girders on concrete piers shall be anchored with proper steel connectors anchored SILL OR TOP PLATE FOOT SEE NOTE: 1 W Z �I F(RAM I N G NOTES into concrete with a minimum 1/2" dia x 7" long anchor bolt with washers and nuts. R F S H EATH I lW 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. � 0 a For framing members with <0.42<G<0.49, the nail spacing shall be reduced to 6 inches o.c. < J 1). All framing techniques and methods as prescriptive design of current SBC High Wind 3). Posts supporting girders shall be anchored to a 12"x12"x12" thick concrete footing. JOINT DESCRIPTION NAIL NAIL 1:4 w g Use a minimum 1/2 dia x 8 long anchor bolt with washers and nuts. Footings Shall be 3 ft. QTY. SPACING 3). Tabulated 4 inch o.c. nails spacing assumes sheathing to rafter/truss framing members with G>0.49. For �•L� Edition Wood Framing Construction Manual. ++ ++ p g g g a Z below grade. Porches with covered roofs shall have 12" dia. concrete piers for the girders. STRUCTURAL PANEL gd AS PER TABLE 3.8 framing members with 0.42<G<0.49, the nail spacing shall be reduced to 3 inches o.c. .11!ll O 2). Unless otherwise noted, alll framing and structural wood material to be #2 + BTR. WFCM - SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS: p„ Douglas Fir. 4). Deck joists to have blocking at 8'0 o.c.. CEILING SHEATHING: SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE \O AT PANEL EDGES SUPPORTS IN THE PANEL FIELD NOTES 3). Floors, walls, ceilings and rafters to be spaced at 16 inches o.c. unless noted 5). A minimum of 10 inch flashing shall be installed between the building and ledger. JOINT DESCRIPTION NAIL NAIL .�� otherwise. Ledger to be fastened to building with 1/2" dia. bolts with washers and nuts QTY. SPACING 4' EDGE ZONE 8d COMMON @ 6" O.C. 8d COMMON @ 12" O.C. SEE NOTES: 1, 3 ( BOTH FIELDS) 4). Unless otherwise noted , all bearing wall headers to be (2) 2x10 #2 + BTR. Doug. Fir. where needed. GYPSUM 5d COOLERS 7" O.C. EDGE I NOTE: 2 FOR PANEL FIELD Bearing wall headers to have, (2) jack studs and (2) full length studs on each side of all 6). Concrete piers shall be a minimum 6" above WALLBOARD 10" O.0 . FIELD INTERIOR ZONE 8d COMMON @ 6" O. . 8d COMMON @ 12" O.C. SEE NOTE: 3 grade. openings. LVL headers to have (3) jack studs and (2) full length studs on each side of WALL SHEATHING: openings. Bearing wall window sills shall also have (2) window sill plates for 2x4 wall 7). All joists to be supported with hangers and anchors. Each Joist shall also be anchored NAIL NAIL NOTES openings between 41 and 60) and 2x6 wall openings between 511 and 8'9. Provide fire to girder(s). JOINT DESCRIPTION Q THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. and blocking where applicable;. QTY'. SPACING 8). Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL 8d COMMON AS PER TABLE 3.9 1). For wall sheathing within 4 feet of the corners, the 4 foot edge zone attachment requirements shall 5). All flush beams/headers to) be installed with heavy duty galvinized hangers and PANELS WFCM - SBC be used. anchors where applicable to alll connecting joists. PLUMBING NOTES 7/16" OSB 6d COMIMO 3" O.C. EDGE 6). Double up floor joists under walls that run parallel to the floor joist and under bathtubs. 1). All water supply, drainage and venting to be installed as per N.Y.S. Residential PLYWOOD 6" O.C. FIELD 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to stud framing members with Floors to have ceramic the installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM 7" O.C. EDGE G>0.49. For framing members with 0.42<G<, the nail spacings shall be reduced to 6 inches o.c. on plans. WALLBOARD 5d COOLERS 10 O.0 . FIELD 7). Provide - 1-3/4" thick miicrolams ( height to match floor joists) around stairwell and/ r 2). Verify septic system with the Engineer for Suffolk County Health Department approval. 3). For exterior panel siding, galvinized box nails shall be permitted to be substituted for common nails. other access openings unless otherwise noted (typical). FLOOR S H EATH l.N G: 3). If wall studs, plates or joists are cut out during installation for any plumbing related work, NAIL NAIL provide adequate bracing and plates to protect and secure the structure. Verify with the JOINT DESCRIPTION 1).PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. 8). Dormers running up roof(rafters are to be supported by double rafters on either side p q g P P Y QTY. SPACING 2).USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. state code and manufactures recommendation for maximum hole size and spacing permitted. 3 where applicable unless otherrwise noted. STRUCTURAL PANELS 6" O.C. EDGE EGRESS OPENINGS MIN.5.0 SQ GRADE FLOOR ).INSTALL 1 -Cot DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. HVAC SYSTEM NOTES 1" OR LESS 8d COMMO 12" O.C. FIELD (5.7SQ. FT.2ND. FLOOR) 9). Provide blocking/bridging in floor joists at 8'0 o.c.. Use solid blocking in floor joists MIN.44"SILL-AFF N OTE:S� NYS Residential Code R302.11 -FIREBLOCKING REQUIRED under all bearing walls. 1). Mechanical subcontractor is responsible for adhearing to all applicable codes and safety Fireblocking shall be provided to cut off all concealed draft openings(both vertical and horizontal) requirements. NOTE: and to form an effective fire barrier between stories,and between a top story and the roof space. 10). Provide insulation bafflers at eave vents between rafters. Install draft blocking as THESE NOTES ARE ONLY TO BIE REFERRED TO IF CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY Fireblocking shall be provided in wood-frame construction in the following locations. needed. 2). HVAC subcontractor is to full coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. EXISTING CONDITIONS. MINIMUM 3000# CAPACITY. ) y y q 1).In concealed spaces of stud walls and partitions,including furred spaces,at the ceiling and floor equipment supplier. levels.Concealed horizontal furred spaces shall also be fireblocked at intervals not exceeding 10 11). Unless otherwise noted, all roofs and walls to have a minimum 1/2" thick, 4-ply Fir 1). Nailing requirements are based on wall sheathing feet.Batts or blankets of mineral or glass fiber shall be allowed as fireblocking in walls constructed CDX exterior sheathing grade plywood. Plywood to cover over plates and headers. 3). HVAC subcontractor to provide final system layout drawing and submit it to the General nailed 6" on-center at the panel iedge. If wall sheathing SOIL COMPACTION: using parallel rows of studs or staggered studs. Contractor and owner for final review and approval. is nailed 3" on-center at the panel edge to obtain higher 1).NEW FILL TO BE CLEAN OF ORGANIC MATERIAL.CONTRACTOR 2).At all interconnections between concealed vertical and horizontal spaces such as occur at soffits. 12). Unless otherwise noted use 3/4" thick T&G PTS Fir or Advantech plywood subfloor TO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL. drop ceilings and cove ceilings. ELECTRICAL NOTES: shear capacities, nailing requirements for structural REMOVE AND ADD ADDITIONAL FILL AS NEEDED. n p �p adhered with PL400 adhesive and screwed to floor joists. Finished floor to be installed members shall be doubled, or alternate connectors, 3).In concealed spaces between stair stringers at the top and bottom of the run.Enclosed spaces DRAWN BY: NI I-I over subfloor as per manufacture's instructions. such as shear plates, Shall be used to maintain load path. 2).COMPACTION OF NEW FILL SHALL BE AT LEAST 95%PROCTOR under stairs shall comply with current N.Y.S.Residential Code. 1). All electrical to be installed as per N.Y.S. Residential Construction Code. DENSITY(PER ASTM D 698 AND ASTM D 1557). COMPACT THE SOIL AT 12"13). All bathroom walls to have 1/2" thick moisture-resistant sheetrock. Garage walls and TESTED BY ALPROFIFTS FE SIONA AGENCY FOR COMPACTION.CTOP TO HAVE FILL 4).flame and At openings roducts of combut on es and ducts at ceiling and floor level.to resist the free passage of ceilings and over furnace to have 518" thick type-x sheetrock. All other parts of building 2). All electrical work shall be approved by a qualified Underwriter. 2). When wall sheathing is contiinuous over connected P 10/14/2024 members,the tabulated number of nails shall be permitted 3).DO NOT BACKFILL UNTILL FIRST FLOOR DECK CONSTRUCTION, 5).For the fireblocking of chimneys and fireplaces,as required by current N. esidential Code. to have regular 1/2" sheetrock. All walls to be taped and finished. 3). All electrical work to comply with 2014 NEC. to be reduced tol - 16d nail per lfoot. INCLUDING SUBFLOOR,IS COMPLETE. 14). All roof with a pitch less than 4:12 shall be installed with an Ice &Water barrier or ` OF NE SCALE: SEE PLAN roved equal. Flat roofs shall be applied with a Fiberglas base sheet with an EPDM an Install Smoke detectors and Carbon Monoxide detectors throughout as per section R314 E I1'1- approved q PP g torch down type material over. and R315 of IRC. �P OCFR 0 'A C• 16). All sill plates and wood iin contact with concrete to be pressure treated. Sill plates to EXTERIOR FIBERGLASS COLUMNS TO BE HB&Gr?_ w SHEET N O. be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. OR APPROVED EQUAL.INSTALL WITH CAP W AND BASES. USE WITH FLASHING CAPS TO COVER TOP Q o CD A�oFESS1AI NP ®er - - - - ,- - - - - - - GFA CALCULATIONS SITE DATA LOCATION: AREA: PROPERTY: 32,975.28 SF 0.76 ac PROPERTY: 32,975.28 SF ' ' BUILDABLE PROPERTY: 30,457.18 SF 0.07 ac FM (280-207d)GFA PERMITTED: 4,384.3 SF ESTIMATED AREA OF 10,000+/- 0.07 ac - GROUND DISTURBANCE: '• EXISTING 1ST.FLOOR: 1,779.6 SF EXISTING 2ND. FLOOR: 608.9 SF TOTAL: 2,388.5 EXISTING: AREA LOT COVERAGE: H , J HOUSE: 1,779.6SF Design Services �w � 1ST.FLOOR DEMO: -269.2 SF? 2ND.FLOOR DEMO: -608.9 SF SOUTH LANDING: 218.0 SF 3 TOTAL DEMO: -878.1 SF SOUTH PORCH: 17.2 SF ^N NORTH PORCH: 2lS.0 SF WWW.mChdeSl n St?NIC2S.COm ID❑ 1ST.FLOOR ADDITION: 661.5 SF hone: a NEW 2ND.FLOOR: 906.2 SF OUTDOOR SHOWER: 416.0 SF P I (631)298-2250 � � � Q Q � � DETATCHED DECK: 2l38.8 SF TOTAL GFA: 3,687.0 SF BULKHEAD DECK 129.2 SF email: michael mchdesi nservices.com ACCESSORY BUILDING: 395.7 SF @ g DETATCHED GARAGE: 4910.0 SF PROPOSED TOTAL: 3,2102.5 SF 10.5% STORM WATER MANAGEMENT DETAILS TO DEMOLISH: AREA LOT COVERAGE: �- SOUTH SUNROOM: -263.3 SF 100%RUNOFF AT DRYWELL DRYWELL SOUTH LANDING: -218.0 SF LOCATION: SF AREA: 2"RAIN PER HOUR PROVIDE: CAPACITY: HOUSE ROOF 3,000 SF 501 CF (2)8'dia..6'deep 507 CF NORTH PORCH: -218.0 SF TOTAL: -319.3 SF -1.1% zN OGEE GUTTER-STANDARD 5" PROPOSED: AREA LOT COVERAGE: c, � (/ ^ NOTES: RE-BUILD SOUTH SUNROOM: 355.2 SF N 1).EXECUTION: N.W.ADDITION: 3010.3 SF a C �t'❑ A).DO NOT BEGIN INSTALLATION UNTIL SUBSTRATES HAVE BEEN PROPERLY PREPARED. n a2).PREPARATION: SOUTH LANDING: 28.0 SF NORTH PORCH: 415.2 SF B). PREPARE SURFACES USING METHODS RECOMMENDED BY THE MANUFACTURE FOR J�N i A).CLEAN SURFACE THOROUGHLY PRIOR TO INSTALLATION. \ I ® Li C). THE BEST RESULTS FOR THE SUBSTRATE UNDER THE PROJECT CONDITIONS. TOTAL: 1,098.7 SF 3.6 C). PAINT CONCEALED METAL SURFACES AND SURFACES IN CONTACT WITH DISSIMILAR METALS WITH PROTECTIVE BACKING PAINT. �I 3.INSTALLATION: V A).PERFORM WORK IN ACCORDANCE WITH CDA HANDBOOK AND THE DRAWINGS. COMBINED TOTAL: 3,981 SF 13.0% EXISTING 1).GUTTER TO BE PITCHED TOWARDS LEADER V TO 2"FOR EVERY 40'OF RUN. 2).SHEET METAL JOIN LENGTHS WITH WATERTIGHT JOINTS. a).COPPER/LEAD:FLASH AND SOLDER GUTTERS TO DOWNSPOUTS AND B).ALUMINUM: RIVET AND CAULK WITH A BUTYL SEALANT SLIP JOINT EX/S77MATED SO/L: EX175 CY E. F/C CONNECTORS. lPS CY SO CY 3).CONNECT DOWNSPOUTS TO STORM SEWER SYSTEM AS INDICATED.SEAL o CONNECTION WATERTIGHT. DRY WELLS TO BE 10'MIN. 4).PROTECTION: METES AND BOUNDS: SURVEYOR: KEN WOYCHUK AWAY FROM HOUSE A).PROTECT INSTALLED PRODUCrS UNTIL COMPLETION OF PROJECT. MARCH 29,2024 B),TOUCH-UP,REPAIR OR REPLACE DAMAGED PRODUCTS BEFORE SUBSTANTIAL COMPLETION. ELEVATION a0o c REF'RENCE: NAVD 1988 SCTM: 1000-126-11-3.1 \ rW, 18'-0"MAX• C. to C. t , , �•/ z O F7 GRADE LL a W A \ z = LL PCI 'A' Cn 6"MIN. �-4 z \ 342,93 \ _ 0 z - - - SILT FEN4CE PERSPECTIVE VIEW W O \ 11 \v) \ - _ __- - - - SILT FENCE \ N 21 rSILT FENCE \ W I 1` ' ` _DW I �° a EXIS'RNG WOOD WA ` _ � �-� 2 x 2 Q Vjl 36" MINIMUM EXISTING CONVENTIONAL S FENCE POST % L- PROPOSED OUTSIDE SEPTIC SYSTEM SYSTEM ♦h \ PROPOSED�IEW STAIRS TO BASEMENT PROPOSED NEW 2ND.FLOOR TO BE REMOVED AND Oi O EXISTING 2ND.FL ORREPLACED WITH VA SEPT[ f_ \ (EXISTING 70 BE DEMOILISHED) WOVEN WIRE FENCE "�• �J qo O FLAG POLE ` BALC'ONY To Fes, ��RF�LF \� PROPOSEDII STORY �( -­TOP SOIL � PROPOSED NEW COVERED PORCH � � � (6 x 6 - 10/10 WWF) �•�•. 1F ` EXISTING SUNROOM ADDITION DECK I TOP SOIL z �slr �e ` I LOCATION I� EXISTING FILTER CLOTH yc Q�pP• �Pv DRIVEWAY N �5 C( 1/ CONC. ff Q.yIPV� S[op" 661' o G tVASHOUfi �SnNG�E G Z` IW 4O 0 �90 ��• o OC EMBED FILTER CLOTH GRADE �DEC� °�\ �O ON EXIST.1 STY GREAT EXISTING STEP AY GARAGE x,-_ MIN. 6" INTO GROUND aQ. \ ST.I STY o - z 64.6 SOP Pd0` NO SE ON GRADE \ CI ESSORY J " PECONIC eR �oEXt BUILDING _ 5 60•� -I DW `1 Q C1p ZND �� I NC. 7 EXISTING PATIO ��_i� NOTE; r BAY O ASHOU ,, 60�, \0 1Ck0 , y ON GRADE MAXIMUM DRAINAGE AREA EXISTING STEP ao WALKWAY SILT FENCE _ 318.57 1/2 ACRE / 100 LINEAR FEET' •v0 I SILT FENCE _ � _ - - - - - - -_-- - --- _ __ _ S 200 �10011 E SECTION DETAIL �\ SILT FENCE DETAILS \ PROPOSED SITE FLAN \ SCALE: 1" = 20'-011 DRAWN BY: MH 1 EOF NEW AlP ' DEAR o 10/14/2024 LP �•.. �d I.L.. z SCALE: SEE PLAN \ ti0 r_.y _.yoti A�OFESSI NPR \ SHEET NO: u oop M C H Design Services www.mchdesi-qnservices.com phone: (631)298-2250 email: michael@mchdesignservices.com El ❑ ❑:y w 1 1 1 V WAS1 1 T-j 0 1 1 :, A a � P PROPOSED NORTH ELEVATION W P a PROPD 1:14 pq w SCALE: 1/4" = 1'-0" W � � W Z O A V a 0 �o a ❑ a ❑ a DRAWN BY: MH EXISTING NORTH ELEVATION SCALE: 1/4" = 1'-0" 6/13/2025 of NEw y SCALE: SEE PLAN 0 P z SHEET N • AR�FESS1 NPR _ R M C H - Design Services www.mchdesignservices.com phone: (631)298-2250 email: michael@mchdesignservices.com I I I I-Y :E31 Lu I I I I I I I I I I I 1 1111111 11 11 1 1 F I I I I I I I I I I I I I I I 1 11 11 1 - 1 0 1 1 Li. jj_L_j-L-jj-I I I I I I FTF- LA V PROPOSED WEST ELEVATION SCALE: 1/4" = 1'-0" A a F...� Pq v z w � � Pw Wz �D O AV � w � a a aELI7T I III 11L III DRAWN BY: MH 6/13/2025 EXISTING WEST ELEVATION SCALE: SEE PLAN �o� �Ew SCALE: 1/4 — 1 -0 P� SHEET NO. �R�FESS NPR M C H - Design Services www.mchdesignservices.com phone: (631)298-2250 email: michael@mchdesignservices.com UL Lj Lj ® � ® IL V W o PROPOSED, SOUTH ELEVATION A ,� SCALE: 1/4 = 1 -0 pq Z W � w � � w Z � O A V � w � a a � B o a oao DRAWN BY: MH EXISTING SOUTH ELEVATION SCALE: 1/4" = V-0" 6/13/2025 SCALE: SEE PLAN SHEET NO: 2 % ► d R�FESS NP M C H - Design Services www.mchdesignservices.com phone: (631)298-2250 email: michael@mchdesignservices.com F-1 El V WAS, � a PROPOSED EAST ELEVATION Z SCALE: 1/4" = 1'-0" W � W W V � W z O AV W � a a � DRAWN BY: MH 6/13/2025 EXISTING EAST ELEVATION SCALE: SEE PLAN SCALE: 1/4" = 1'-0" �OF NEWY ��P� '• D��R�0.�� SHEET NO: eZ J'�a �jo �QFfSS NA 0 ;---------------- --------------- EXISTING ; I---------- - ` � I M C H BATH No. 1 '"---'--'__"' 1 , , 1 1 ' 1 ' 1 ---------------- Design Services ' ----' 1 I 1 I , 1 ' ! 1 --1 1 , 1 . 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II 1 1 EX.CRAWL_PACE EX.BASEMENT EX.CRAWL SPACE ( 9'-0'BLK FOUNDATION --- _ PROPOSED F�-A I r 7'-0'BUCFOUNDATION 11 ' kl as I- ' .., N � i ■�'r�t°s ■ 11 N ■ 11 tl N 11 H N ALTERATIONS l /1 1 1 _ - - Y 11 N tt 1 ■ 11 11 " 1 ■ ■ ■ • 1 11 ® ' N I 1 1 11 I 1 N ■ 11 p 1 R 11 N ■ 11 tt ■ I 11 n ' __ ___ _____ ___ �- ..__ ___ __. ___11 I I 1 I I I N- 1 .f ■ 11 H N tt ■ Y N I I 11 ' i - - _ _ _ IXIr11NG BRCO ■ '; ' 1/ 11 " ■ � tt 1 ' Y N Y II " 11"® H UP _ ____ _ __ _ 1 : ; _ _. _-E%.4X6 EX.4X6 BVINEAD ■ I ; °° ' u ■ 11 tl 1 ■ II N II • 11 11 ■ 1 6 , - -- -----_-- EX.Y•77(B - - ___ cz z.. _ zzi[3EEEE3 FFii331F3-e=_ n _•_z==. __.__.__� z_== zzzz zzz _ ['�' N X ■ ■ II II i I tl II Y 1 11 i i ' ■ ; 40 ' XI�1 G I �1 1 I a!`_ s Ca ri: - N ■ ■ II Y M 1 11 1 - - SU OO l h_1 _ _ _y___ _r__ _ _ _ _�._ kr 1 11 ■ _ ._..__._. , • ; ; EX ING „ I , , 1 1 11 ■ I . 1 1 1 11 Y BED jiv o.2 II 1� I ' ' 4� ; ; Y : DEMOLISH DEMOVSH 11 l ' Y ■ " EXIMNG '1 //�� 'I' 1 / 11 I 1 ' I I ' I I �'■ A+ I'l l 1 N N Ir � ...1 I i -� 1 1 1 1 1 1 � ° . '1/ +.' `aA ' N--■ I Ill r ' l I l I I EXISTING LIVING ROOM :_r PROPOSE DEMOLISH A / I I -R I I I ---------- ----0==--- --------- 1 RECONSTRU i I •-- ----�- --'- - K ll i I ---- ---- i --= =s===t=' ®; EX,CRAWL SPACE 1 EXISrINF MASONRY PORCH EXISTING FOUNDATION PLAN AND BILCO TO BE RREMOVED i IXur000 SCALE: 1/8" = 1'-0" r�H�H EXISTING KITCHEN El ❑ 1 W ---------------------- ' U1 1 1 1 1 Q o ' W A I I QEE41� ' I 1 ' a 1 H Pq 1 , z1 w EXISTING ----------------------------- �w■�■ COVERED ^ w PORCH o O W w 10001 " i W a EXISTING ]ST. FLOOR PLAN 'Qi o SCALE: 3/16" = V-0" a �O WALLS.CEING,AND ROOF TO BE DEMOLISHED EXISTING DORMER EXISTING DORMER TO REMOVE TO REMOVE { I I 1 I 1 I I ' { 1 1 ' I I 1 EXISTING ROOF I 1 1 TO REMOVE ' I 1 1 1 1 { 1 1 1 1 EXISTING ROOF I TO REMOVE - EXISTING WALL EXISTING WALL EXISTING LOFT TO REMOVE TO REMOVE EXISTING TO REMAIN -- ---'------- - •-- ------------------------ --1 r-- ---------- --- 1 1 1 1 1 SISTER ADDITIONAL STRUCTURE TO EXISTING FLOOR JOISTS 1 I I EXISTING WALL EXISTING WALL ' I 1 TO REMAIN TO REMAIN ' I I ; I ®® ® 1111 lolo ■ ■ I 1 1 1 1 1 EXISTING WALL TO REMAIN EXISTING WALL EXISTING TO TO REMAIN REMAIN EXISTING 2ND. FLOOR TO BE DEMOLISHED EXISTIN FLOOR JOISTS TO REMAIN ADDITIONAL STRUCTURE TO BE ADDED EXISTING TO AS REQUIRED REMAIN EXISTING FLOOR 70 REMAIN DRAWN BY: MH "=11 t=1 I I-III=11 L=III=11I ,— EXISTING WALL EXISTING WALL 714 = =1 = 1=III=II=III=III=III=III=III=III=III=III=III,,=III-III=III=III=III=III=III=III= TO REMAIN TO REMAIN III=III=III—III=III—III=�I�=III=ICI=III=III-III=III= 6/13/2025 .III=1I I=1I I=1I I I11=III=II I1=111=1I1=1 i I—I�I -III=ICI=1�I=I —ICI=ICI=ICI=Ii'-- III=III=III III=111=III=I� =1�1=III . e= = — - — - _— - — - — - — - — - —_ — -, — - — - — - — - — - — - . III=III=� =1►�=� _- .III-III-III-III-III=III=�::III-III=III=III=III=III-III-III-III-III-III=III-III-III-III=III=III-III-III-III-III-III-III-III-III-111 _ ` -I�1=lil III=III=III=III=III=III=III=III=III-=III=III=III=III=III=III=III=III=III=III=III-III=III=III-III=III=III=III-111-III=III=III=III-III=III=III=III-III 1 SCALE: SEE PLAN 1 EXISTING CROSS SECTION `"w �� � SHEET NO SCALE: 1/4 - 1 oI EXISTING 2ND FLOOR PLAN �P ' ° � �z. o SCALE: 3/16" = 1'-011 :. W 1 w J'FQ ti° ` COP ���FESSI NPR ITJ M C H Design Services www.mchdesignservices.com phone: (631)298-2250 email: michael@mchdesignservices.com 5'-811 - ---------------I- % , d • p I Q DQ I I ° , 1 a , °v'• 1 A I , , 1 , , I , � 4 , 21'-211 81-On N Q I 61.311 91_(]tl C1_211 71_�r11 11 •° , V 7 77 J "F I � EXISTING OUTDOOR 1 �° - - - - _ _ I iD ----------- - ---SHOWER n--- --------- ---------- � Xra� --------J -, '--- - I 4Q P o - Q" V o v o - - — — - -1 ; Q 4'-0" I oQ 1 ---------------------------------------------------- = V 13'-0" N ALL DRAT TO DR E4L �0 _'4' O _N D 1 , , LALLY COLUMN w/ \ I w BOTTO 6F STAI WAY a �- 30'X30"X12"FOOTING O 1 < 0 111 1 b a w/(4)#4 REBAR e.w. a ,I I I COPPER COATED 2X6 ACQ ---------------- 8XI6VENT------------ b -----+ - <�Q u ,1, I _ SILL PLATE -- #4 BAR @12"OC I---- --; �° ------- N ' M a I11 O TERMITE-OVER- ---------- D 1 1 , V 111 I , 1 - ' ' J_______L__________________ J_ a 4 I q n1 - SILL SEAL ` T�`- - -------------------- ----------®_==_----=------------- _ 00 I1, ----------------------•------ --- ---------- I .----------------- -- -------- D a 3-9 1/2 ML GIRDER , , 3r-T17�ML GTRU�R-- o N III I i #4 BAR 12"OC ' ' ' '° I ° III GRADE TO SLOPE I -------- --- -' `--- -- 81-63/4° Q ^'_"' I 5/8"dia.ANCHOR BOL AWAY FROM BLDG. I I ,�D D 12"dia CONC PIER � I i w/3X3 SQUARE WASHER 1 " 1 " ' •°- ON COMP F PIER I "' I AND NUT(TYPICAL) 4" 19-6 , SPACING TO BE 36"OC AND O ; D i 3'BELOW ALL) ; III I i w/i P OF CORNERS AND INTERSECTIONS00 PROPSOSED BASEMENT N a` I 10"PC WALL I I I I V I 9'WALL HEIGHT I , .• I coI l n: I q 3500psi ° 1 n 1 n 0 1 n � ►.1 I d �{ -2 11 -71�4 8-63/4 I v' nI I .— CLEAN �1 -' #4 BAR @ 24"OC 7 _ B I ----- ----- _ 60ksi FILL •rio , H S 4. , 1 4 1 12"dia CONC PIER a. ul I ° O ON 2'X2'Xl'FTG n ; 48'Xw/"(6)#4 FOOTING EACH WAY I SOUD{ORE DOO ° 00 ,,, ° 3'BELOW GRADE - DBL 2X8 FJ (a�16 OC �� $X16'�', , , , I , W/WEATHERSTRI ING ' u, I (4)#4 BA (IVPICAL) ___ ___________________ ___ ___ r CM_U_ _--_i_ (3)9-1/2 ML w/ 2)5/8"STEEL PLATES(ALT:W81X24)(BEARING WALL ABOVE) AND DOOR SWEEP-i- °- N __I l,- I-+ 60 k 1 si I I I ------- ------------------- e.. _C` CIC - ;- n, , ° BITUMINOUS 1.4 I _ _I l - -'.J-'- I----T---- - =v-- -----1- I i I11 T , ° COATING P _ r q ' V ' HSS 5X5X1/4 TUBE STEEL COLUM I ® 1 1 • ` - D I I I I I I = I • Q , •III I I n l� I I i �. •;,,.°; , � , I I , 1 I I 1 1 I 1 l I l , +p l ,48"X48"X12" OOTING REINFORCED " `^ ( I m 30 DOW 1 IW 111 i I 1 v '. .D(' 1 ^ I ____ _I I ' I I 1 I 1 I I I 1 ' , __-_• W I 'GD I i � I11 1 t.n J l I w/(6)# REBAR EACH WAY n /`Lrl1. `-Ta IT,---• � ' �o � CV 1/2"EXPANSION JOI f/�i/I�� X 1 I I 1 1 I , 1 , 1 1 , 0 1 I 1 ' ' III D X4 KEYWAY 1�1 rT'� 1 • I = M O _ -- -L- ------- -------- �_ PROPOSED III a l I IQ'iii �� 4 ------- __- _______ ---- ----- --- -- -- ________ �_ C>< ,11 I 4"CONC.SLAB #4REBAR (V , 4,,, 2X6 ACQ EX. CRAWL SPACE r13x16 n, I 1it @16"a D , GIRDER ° COVERED 4 ;;; I w 1 PROPOSED CRAWL SPACE ° a ° a ° X 111 T-0"BLK FOUNDATION CMU.' ' `--- -- 8' 4n 00 "' COMPACTED ° Hill: m �e . FRAIVrIEWALL , 1 -63/ ,•° PORCH �_y_n1_ I_ 2"SLAB ; : i AROUTND STAIR \ D i N Ij1 I ; CLEAN FILL ? 12" _ W LALLY COLUMN w/ N e : I O c; CUT BACK FLOOR JOISTS 30"X30"X12"FOOTING O AS NEEDED w/(4)#4 REBAR e.w. 81-63�411 , n, 1 i ( 24" ---ICI---' ________ ___ 11 --- ------------------- --- ---------- -------- --- i --- ---� i 2X6 AC 16"OC nl - --------- -------- Q - 41_Or1 3-9-1/2 ML GIRDER _;___ ___i__ 3_9_1/2 ML GIRDER___ _ °�• i iii I Q I , ----_-- -~---------------------------------- -------'_-- --I- $X16 I , CMU --- I I n, o.. O -- -------------------------------- -^r ;�;-�- i 1 t it, 4 I C4 Z' " a• °• ' — ` 10 THICK POURED CONCRETE FOUNDATION,3000 psi.HEIGHT AT!9'-0". 3-4 N t Q-- : .LL_. ---_-----" --- ---� „ ,„ I EXTERIOR OF FOUNDATIONS TO BE DAMPPROOFED AS PER N.Y.S. #4 B OC u�' Lu u AR @12 ce 91_311 RESIDENTIAL CODE WITH A BITUMINOUS COATING. O, 2. FOUNDATION TO HAVE 24"X12"CONCRETE(2X4)KEYWAY IN FOOTING. :,;�� b•'. . dP pad . .�.'. r p: •, dy. ' pGd^N•' . •.�,.'..: ':' I, V l7 I,i 1 00, lilt v ;;;; C>f "' I t� FOOTINGS TO HAVE 3-#4 CONTINUOUS RE-BAR.ALL FOOTINGS TO REST - 00 II11 'll 1 ON UNDISTURBED SOIL(MINIMUM 3000#CAPACITY). ----------------------------------- #4 BAR @12"OCJUL N P/1 DUTCH WALL 1111 L , w iii lilt I _ 3. BASEMENT SLAB TO BE 4 THICK 3000psi CONCRETE ON COMPACTED FILL. ' 12"dia CONC PIER , „ %0 INSTALL 1/2"EXPANSION JOINT MATERIAL WHERE SLAB MEETS ADJOINING -------------------8Xt6VENT----------- -- ON2'X2'Xt'FTG I� 1 :it I 1 WALLS. = T BELOW GRADE : T' _ _ _ _ _ _ _ J O (TYPICAL) ;i;; ' 4. PROVIDE 2X6 ACQ SILL PLATE UNLESS OTHERWISE NOTED.SILL PLATE TO BE "; ( 6 1-11 11 1t INSTALLED OVER COP-R-TEX TERMITE SHIELD AND SILL SEAL. 5. PROVIDE 5/8"DIA.ANCHOR BOLTS AT 3'-0"O.C.AND W/I 1'-0"OF CORNERS, nn II11 I r 11 INTERSECTIONS AND SPLICED JOINTS.ANCHOR BOLTS TO HAVE A Lou, 7-7 MINIMUM 7"IMBEDMENT INTO THE CONCRETE.EACH ANCHOR BOLT TO °C un BE ATTACHED TO SILL PLATES WITH 3X3 SQUARE WASHER AND NUT. DBL 2X6 ACO m m 6. DOUBLE UP FLOOR JOISTS UNDER PARALLEL WALLS ABOVE.PROVIDE BLOCKING LEDGER BOARD TO BE FASTENDED 1, O AT 8'-0"O.C.(MAX.)AND MIDSPAN. 00 x iiii TO BUILDING WITH SELF- 7. PER R302.13 CODE,NEW FLOOR JOISTS AT BASEMENTS ONLY(NOT CRAWL EXISTING CRAWLSPACE Illt I COUNTERSINKING SCREWS SPACES):UNLESS USING 2X DIMENSIONAL LUMBER OR MICROLAM JOISTS(2 SCREWS @ 32"O.C.) 1/2"SHEETROCK MUST BE INSTALLED ON UNDERSIDE OF JOISTS(WOOD-1 JOISTS OR STEEL JOISTS).T11 FLAK JACKET TO BE USED IN PLACE OF STANDARD TA WOOD-Is FOR EXCEPTION TO CODE REQUIREMENT(NO SHEETR(OCK). r — — — — — i lilt I i 8. FILL VOID,BETWEEN JOISTS,AT POINT LOCATIONS. I — — — — — — — — — — — I EXISTING -- - I PORCH 91-011 " I 1 91.811 L — — — — — 7 PROJECT NORTH S N DRAWN BY: MH A 6/13/2025 PROPOSED FOUNDATION PLAN SCALE: SEE PLAN SCALE: 1/4" = V-01' �oF NEW y C � DEfiR�O,p�f .: - W SHEET NO: 4 W 7 ,, z 0 do R�FESS NP M C H Design Services www.mchdesignservices.com phone: 1 298-2250 O email: michael@mchdesignservices.com PROPOSED O.D.STAIR, EXISTING TO BASEMENT BATH No. 1 A ,I „ " 21'-2" 81-011 6'-31 1 7 1 7 J -11 C1-211 71 11 11 REPLACE HEADER "f' w/2-9-1/2 ML EXISTING O.D. SHOWER C)K24 N EGRESS A21 _ _ _-_ __ _ (3)1=3/4Xt4_• C SR—- - - - ir 2.2X110 HDR +' m' -2X10 +"' 2.2X8 REPLACE EXISTING HEADER w/—► " = 5-1/4X5-1/41.8e O r (2)11-1/4 ML w/'1/4 FLITCH PLATE PROPOSED" PARALLAM +, +' O `i I .FLOOR Ali COLUMN o 1 1n � HALF BAT o -----�2�2X8 HDR .) pt + B _�1�4�1'_ ____ ',�° 6'- N N r O -- ol Ly EXISTING SUNROOM — o EXISTING o ; O e BEDROOM No. 2 TO BE DEMOLISHED p Lu BEDROOM No. 1 ' i ° _ + ; ;.- 1 t (ALTERATIOlNS) O + N. EXISTING 2X8 CJ tal6"OCo z LND M. s EXISTING 2X6 CJ t�16°oc I r------------------------ = ce , e + u , s i f H w + BATH No. 2 " f- 1' r 1. USE 3/4"T&G ADVANTECH ENGINEERED SUBFLOORING,INSTALLED WITH Go ; I "' P �"A) ;;(A PAD OUT EXIS LNG WALL v '; = w cc I RING SHANK OR SCREW SHANK NAILS AND SUBFLOOR ADHESIVE PER ' MANUFACTURES INSTRUCTIONS. w , a-Q-- I_ O MATCH 2X6 EXTERIOR %6 DBL 1-3/4"X ML 1 " - y +-Q F e - _ r FRONT HALL _a m X r "i 2. ATTIC SHEATHING TO BE 3/4"PTS,APA RATED PLYWOOD. �'r1 D TAPE TO 7-1/4"(UNDER DECK ABOVE) ®a--r --ea __A-=- -- --®-- Q , w --.-_.+T} .° ° , ',' B 3. PLATE HEIGHT AT 8'-0"UNLESS OTHERWISE NOTED. HSS 3-1/2 -1/2X1/4 ` i i 3 M t i '� m r 4. EXTERIOR WALLS TO BE FRAMED WITH 2X6 DF#2 STUDS AT 16"O.C. ' 4-1-3/4X14 ML w/3-5/8"STEEL FLITCH PLATE FLESH BEAM STEE OLUMNa �y " a-R- °- A==__== ' ' -2 a 14 ML w/-1/2"STEEL.FLUSH- I 5. EXTERIOR SHEATHING TO BE 1/2"THICK FIR CDX PLYWOOD. 1 J. , i (ALTERNATIVE:W12XL - ®_ ___. _ __„ _ _ - —_ _ -_ -. . z 164 m . --- . -------- HSS 3-1/2X3-1/2X1/4 -""' �.-i - , , , , , „ I I , , , "'"'" -_'``_"-" 6. EXTERIOR UNDERLAYMENT TO BE HENRY BLUESKIN VP100 SELF-ADHEARE:D O ° ' - " • ' 4-0" PL ST' IR 1 M _ 6X6 ACQ POST ��y.'1� Ly I STEEL COLUMN " " ' ' OTi L RI :9"' .�s ^ ' ' ' „ 1/2X5 1/41.8e , WATER RESISTIVE AIR BARRIER OR EQUAL.OVERLAP 3"min.VERTICALLY; :2"min. W '�' I " 1 1 1 „ PARALLAM QQ WRAPPED(TYP) \ t1 , , ______________ _rt.+_________y..r ______________ , , , , , T/� RU .10,6. I , , � HORIZONTALLY(WITHTWFAIRBARRIERFLASHING),INSTALLPER � !� "' D, , , , , , ER EIG 7.3 5" " COLUMN '- ' N INSTRUCTIONS AND SPECIFICATIONS PER MANUFACTURE.www.henry.ccim 7 , " T EAM DE 1 9. 0" 1 1 1 P 1�1 UMII ER F RI RS:I 5 1 1 , ' M 6. DOUBLE UP FLOOR JOISTS UNDER PARALLEL WALLS ABOVE AND UNDER SUN ROOM i _ y 1 2 PROPOSED PORCH Z . N O I � " � � ° � r ALL BATHS.PROVIDE BLOCKING AT 8'-0"O.C.AND MIDSPAN. 1 1 1 , X 4° RECONSTRUCT EXISTING SUNROOM I ' '•`-. OPEN STAR OPEN RAILING ."' IPE DECKING 1 1 �' �;EXISTING FOUNDATION TO BE DEMOLISHED 4'4111 41-1111 g'_11'1 I I ° " 3'h RAILING I ; ; 7. PROVIDE 3-2X10 DF#2 HEADERS OVER ALL BEARING WALL OPENINGS AND REPLACED WITH AMONOLITHIC i I UNLESS OTHERWISE NOTED.ALL OPENINGS OVER 3 FT.TO HAVE 2 JACK N E.!r- I FOUNDATION.SUNROOM TO BE ENLARGED `I I I I " " xl x w ' ' ' STUDS ON EACH SIDE OF OPENING.PROVIDE 3 JACK STUDS ON EACH 1-4 T SOUTH OF EXISTING ANDI'WEST.WITH I ° 1 ° etr V r's1 0 ' ' jl I I I " o +°° O CENTER HALL PROPOSED °C I '- SIDE FOR MICROLAM HEADERS. w NEW DECK OVER EXPANDED SUNROOM m m STRUCTURE EXISTING OPENINGS TO REMAIN II I I R; + °e ('„` +V 4 u ' ' ^' 8. INSTALL FIRE BLOCKING,FIRE COLLARS,CAULKING,etc IN CEILINGS V W II I �_r-r ENTRY r , 1 0 ' ' - -----�,� II ( d I ;l; , , , �;,.'��� ,� t_t_t'¢;+ o or. a, N ' (MAX.10'OC)AND INTERSECTING WALLS,LOAD-BEARING WALLS, ~ I t R 1 ++ .�- I 11 1 11 1 It r—'� I RI I a I , I , , , , , , ' , , , +r I 4-8 " 3-1 S-S ,;, FRAMED CHIMNEY/DUCT CHASES,VENTS,PIPE PENETRATIONS,etc. W Z I , I 1 , , r'-,. , , , 1+ F- ' ' PER CODE. 0 4''0" f�I I {I ( > I , I, I r1 I " 1 ,r 4'0" r - O ' ' ' ' ' ' ' '' ' '+ +' I 1 1 9. ALL EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE UPGRADES WHERE {' R 0 ui APPLICABLE.PROVIDE DEBRI-PROTECTION PANELS WITH FASTENING 1 II 13 O � - - - - - 2-0a_ 41-0" it O �- ' + ° r HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING. W elfo I ° " EXISTING LIVING ROOM I I h+i o z i i PANTRY Q___ 10. ALL SPACED MULLS,VERTICAL OR HORIZONTAL TO BE PROVIDED WITH x ' " W I I - _ - _ _ " ° N 2-2X DF#2 STUD POSTS UNLESS OTHERWISE NOTED._ 1" x 0 n' i 4 v - _ +r„ 11. ATTIC ACCESS/STAIRS LOCATION TO BE VERIFIED IN FIELD WITH 110 ;, `V i� a .- 4 4 "~J Y ® :; r OWNER.ATTIC STAIR(OR ACCESS OPENING)TO BE MIN.30"WIDE, Lu ----- 9'-3" 2'I w r 250#CAPACITY. `O 1 I, 2X8 CJ(M16"OC �, _ _______ y1 ce I � 12. ALL WALLS AND CEILINGS TO BE PROVIDED WITH 1/2"SHEETROCK. REPLACE HEADER + '' nu a + +, —' (e, �7 ti BATHROOMS TO BE INSTALLED WITH MOISTURE-RESISTANT ( w/2-9r1/2 ML + ®, oo r + 1, F U H , Vi r! x � SHEETROCK.USE DUROCK CEMENT BOARD AT SHOWER/BATH TILE (2)2X8 HDR AREAS. ' REPLACE EX.HDR REPLACE EX.HDR j ", "" N"I a° +' W/(2)2X10 w/(2)2X10 `1'a 13. ALL NEW PLUMBING WATER SUPPLY LINES TO BE 1/2"PEX HOME RUNS. (2).J-3/4X14 ML w/1/2"STEEL FLLUSH +,(2)'lrJ/4X14,MLty/1/2".STEEL FLUSH-_ 2-2X8 'p - -+� — ; — - — - — - — - 14. INSTALL SMOKE AND CO DETECTORS AS REQUIRED BY CODE. - � er- .� . -_..-rr�-_ -�---- _.. 0 ' un HSS 3X3X1/<:; : 131-011 ; STEEL COLUMN:: ' nn' --1--• _ II�i PORCH EXISTING KITCHEN -- NEW(REPLACE EXISTING) m PROTECT CABINET AND O O APPLIANCES PRIOR AND ' DURING CONSTRUCTION O I I I III , 111 , EXISTING ui COVERED PORCH O w O) I I III _____________---_______ O O 0) 1. NEW 1 P) W/ 1/2" SHTG. 0_______= SIDING TO MATCH EXTING W/ UNDERLAYMENT. 9'-811 71-711 2. SMOK AND DETE T RES R CODE EXISTING IST WILL NOT BE GUTTED PROJECT NORTH S N 3 EXTERIOR SHEATHINGFLOOR WILL REMAIN ON THEBD A FIRST FLOOR OTHER THAN WHERE NEW ADDITION TO BE PLACED AND ENLARGED OPENINGS FROM EXISTING PORTION OF THE DRAWN BY: MH PROPOSED 1ST. FLOOR PLAN HOUSE TO THE NEW SUNROOM. SCALE: 1/4" = 1'-0" °F NEwy 6/13/2025 �- �P ). DEER (p�� SCALE: SEE PLAN V::' - w �, 1 LW SHEET NO: ARpFf SS NP M C H Design Services www.mchd) " services.com phone: (631)298-2250 email: michael@mchdesignservices.com A 47'-01/2" T-61/4" 32'-0" 7'-61/4" 01 6'-83/4" 9'-31/4" 9'-31/4" 6'-83/4" i % i 23 LR AR351 23 LR i' R r VINYL JAMB LINERS R r (3)1-3/4X9-1/2 ML (3)1-3/4X9-1/2 ML STORAGE O 36"X60 [1 ER ATTIC '- SHOW � d. - w - V 4 ' 5'-0"bo 7'-61/4" 12'-6'/z" 05'-1" u�i 12'-6'/2" U O 42" BATH P ---------------- PROPOSED OFFICE ' w x v, ,� BEDROOM � V ' N NO. 3 coA 1. USE 3/4"T&G ADVANTECH ENGINEERED SUBFLOORING,INSTALLED WITH -61/4 RING SHANK OR SCREW SHANK NAILS AND SUBFLOOR ADHESIVE PER 14'-03/4" 6'-0" 2'-4" MANUFACTURE'S INSTRUCTIONS. 0 N N w 4 2. ATTIC SHEATHING TO BE 3/4"PTS,APA RATED PLYWOOD. rr1 �p a M P4 Z( D = 1 w ' 3. PLATE HEIGHT AT 8'-0"UNLESS OTHERWISE NOTED.ZD D = N ry d 4. EXTERIOR WALLS TO BE FRAMED WITH 2X6 DF#2 STUDS AT 16"O.C. 5-1/4X5-1/4 M 5. EXTERIOR SHEATHING TO BE 1/2"THICK FIR CDX PLYWOOD. ^� 1 1.8e PARALLAM N 'a' 4'70" 6. EXTERIOR UNDERLAYMENT TO BE HENRY BLUESKIN VP100 SELF-ADHEARE D O (3)11-7/8 ML FLUSH BEAM- — - - — — — — — A O (3)2X8 , , , , , , , , , , , , > _ = WATER RESISTIVE AIR BARRIER OR EQUAL.OVERLAP 3"min.VERTICALLY; ;2"min. a 0° HORIZONTALLY(WITH TWF AIR BARRIER FLASHING INSTALL PER A Q 5-1/4X5-1/4 O \ (W ). N v, 1.8e PARALIAM i Q N INSTRUCTIONS AND SPECIFICATIONS PER MANUFACTURE.www.henry.co m C11a N '3 I DN � � � � � � � i � � �p fV t•� ON 6. DOUBLE UP FLOOR JOISTS UNDER PARALLEL WALLS ABOVE AND UNDER p , , , , , , , , , , , < ALL BATHS.PROVIDE BLOCKING AT 8'-0"O.C.AND MIDSPAN. 7. PROVIDE 3-2X10 DF#2 HEADERS OVER ALL BEARING WALL OPENINGS RAILING UNLESS OTHERWISE NOTED.ALL OPENINGS OVER 3 FT.TO HAVE 2 JACK wa x STUDS ON EACH SIDE OF OPENING.PROVIDE 3 JACK STUDS ON EACHP4 Pq PR POS D W T SIDE FOR MICROL.AM HEADERS.00 B LCO Y N w 8. INSTALL FIRE BLOCKING,FIRE COLLARS,CAULKING,etc IN CEILINGS V M (MAX.10'OC)AND INTERSECTING WALLS,LOAD-BEARING WALLS, 1"�7 5/4X IPE DEC ING VO 0 `✓ w FRAMED CHIMNEY/DUCT CHASES,VENTS,PIPE PENETRATIONS,etc. [� Z 7,-61/4" PER CODE. r�l O z PROPOSED LOFT 9. ALL EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE UPGRADES WHERE ... V v v APPLICABLE.PROVIDE DEBRI-PROTECTION PANELS WITH FASTENING o P ATTIC ACCESS TO BE HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING. w xxi `r2 VERIFIED IN FIELD Y5'T a 10. ALL SPACED MULLS,VERTICAL OR HORIZONTAL,TO BE PROVIDED WITH O 5-1/05-1/4 00 x 0 2-2X DF#2 STUD POSTS UNLESS OTHERWISE NOTED. w M 1.8e PARALLAM Elk 11. ATTIC ACCESS/STAIRS LOCATION TO BE VERIFIED IN FIELD WITH W OWNER.ATTIC STAIR(OR ACCESS OPENING)TO BE MIN.30"WIDE,01 8'-0" MECHANICALS/ 250#CAPACITY. 10 F: STORAGE 12. ALL WALLS AND CEILINGS TO BE PROVIDED WITH 1/2"SHEErROCK. BATHROOMS TO BE INSTALLED WITH MOISTURE-RESISTANT SHEETROCK.USE DUROCK CEMENT BOARD AT SHOWER/BATH TILE AREAS. 13. ALL NEW PLUMBING WATER SUPPLY LINES TO BE 1/2"PEX HOME RUNS. (3)2X8 (3)2X8 14. INSTALL SMOKE AND CO DETECTORS AS REQUIRED BY CODE. CX2j�5 LR CX2p,5 R ,�5LRCX23,5 LRDBL 2X6 % / CX' BL 2X6 � gyp) 9'-111/4" AL 171-10,1/2 4'-011 7'-81/2" 31'-93/4" T-61/410 4T-0'/2" 01 PROJECT NORTH S N A DRAWN BY: MH 6/13/2025 PROPOSED 2ND FLOOR PLAN ` �����Ee �0 SCALE: 1/4" = 1'-011 ° * SCALE: SEE PLAN SHEET NO: FQ do Doti ���FESSI NP�'� M C H Design Services www.mchdesignservices.com phone: (631)298-2250 email: michael@mchdesignservices.com A ------------------ ------1 F------—�f---_—_—iF--_____il - IF______---�� _ -------{h_—_---_iF-----_—iF--___—_ �+.=F?�� _—_--__---J1 11 --——————--———---- -�I'►-- 'YF-------"----__..u_-----_.u__--__—�L--* f—L_--------.L—? •--•L---------------.1...--------------.L.-�'rF- ------————--——--- rl rl II I II I I 1 1 1 1 I I II I pl II 1 9 I 1 1 I Y 1 /I p pl "JD III I II 11 I 11 1 1 1 II a-- ..a 1 1 1 1 1 111 1 11 1 1 1 1 II 1 11 V Ip 1 12 12 11 1 4 1 I t O Y ----------------a 11 1 Ti I 1 1 ' n 4 ♦p I -- --------------- 11 X W X Q ZD 12 N W a....-_�z—��111 .t7.i ' fl a c fT J I i I 1 r zzv+—L d Lu III I I I I p l tL 16=4 v1 . ♦\ �qIb I 8�12 L+--+-----:------- S------------------ . — —J ----------- "------------------- . ------ W I111l 11tI1 B VW a---------------------1-- C"SL -----A.........------------------------.--.---- --------------.---:-..� 11 'I •\ � i ;; 2X8 RR Ca?16"OC �, � r✓� 12 1-3/4X14 ML RIDGE = 1-3/4X14 ML RIDGE 1 I,lool„l M 4 1/ I n 1 V 1 u �}r 1/�-Y• I II I J 1 11 � r 1 II H 1 I 11 i x I r 1. INSTALL 2X6 DF#2 COLLAR TIES AT 48"O.C.OR AS SHOWN ON PLANS. 1�4 2X8 RR 016"OC i n I 2. ALL LAY OVER PLATES SHALL BE BOLTED TO RAFTERS WITH 1/2"DIA. W n I �" GALVINIZED LAG SCREWS WITH WASHERS AT EACH RAFTER. V II ' I III 3. INSTALL FIRE BLOCKING,FIRE COLLARS,CAULKING,etc IN CEILINGS ~ Iu 111 m " IY (MAX.10'OC)AND INTERSECTING WALLS,LOAD-BEARING WALLS, 12 0 I o 1 1 1 FRAMED CHIMNEY/DUCT CHASES,VENTS,PIPE PENETRATIONS,etc. 0 ��� 8 ' 1 ��,% ♦♦ �`��`♦ 1 �i PER CODE. � V 4. APPLY 1/2"THICK FIR CDX SHEATHING OVER ROOF FRAME. ram., n P4 W^ - 5. APPLY METAL DRIP EDGE OF ANY UNDERLAY ALONG RAKE EDGES AND F"''i DIRECTLY TO THE DECK ALONG EAVES. 0 O 1 6. USE 30#FELT UNDERLAYMENT WITH ASPHALT ROOFING.IN AREAS W/ 4:12 OR LESS ROOF PITCH USE ICE&WATER BARRIER UNDERLAYMENT. a h 1 12 I�' r i 7. ICE&WATER BARRIER TO BE USED IN ALL VALUES,RIDGES,INTERSECTIONS VO ;� 0 4 l 1 lI ; WITH ROOF AND SIDE WALLS(TYPICAL)AND 4'PERMITER. ZD If I I N :I 8. DO NOT INSTALL UNDERLAYMENT ON WET/DAMP PLYWOODIII SHEATHING 12 i' i 1 11 1 11 MUST BE DRY AND CLEAN PRIOR TO INSTALLING UNDERLAYMENT. tea' 4 i ' 1 r""' ' �; UNDERLAYMENT IS NOT TO BE LEFT EXPOSED TO ELEMENTS AT END OF THE 1 p 1 u r WORK DAY.COVER WITH HEAVY-DUTY TARP UNTIL ALL ROOFING IS COMPLETE. 1 1 ______ ____ __ ____ ___ —_ T —a _____ ______-T-- — 11u- --------------- ' 11 9. INSTALL ASPHALT ROOFING AS PER MANUFACTURE'S WRITTEN INSTRUCTIONS. Ir _________________ __� -_— T ---- iF ------ T '____-----___----- F---------—iF------- I' FACTURE1 ,)- USE GALVANIZED(ZINC COATED) ROOFING NAILS,11-12 GAUGE WITH AT " " " " LEAST 3/8"DIA.HEADS,LONG ENOUGH TO PENETRATE THROUGH PLYWOOD. USE 6 NAILS PER SHINGLE.NAILS TO BE FLUSH WITH SHINGLES BUT NOT / ♦ ♦ ♦ / / CUTTING INTO SHINGLE SURFACE. . . ♦ , . . . . . . . 10. GUTTERS,DOWNSPOUTS,DRYWELLS TO BE INSTALLED/REPLACED AS REQUIRED. PROJECT NORTH S N A DRAWN BY: . MH �p F N EE: C-D 3 °�ER�-y°�,� 6/13/2025 PROPOSED ROOF PLANcc ' ,I ��� SCALE: 1/4" = 1'-0 , , � W SCALE: SEE PLAN tJ�aA,l,0 o 15 R�FESS � SHEET NO: 2" 1-3/4XI4 O O O O 2" OO O O O 2' . . • • • ML RIDGE z 9 9 .. 9 FASTENER TYPE: SPACING: M C H No.B w000-scREw �' �. Design Services RASED ANCHOR WITH 16.OC ——— ——— 21n.EMBEDMENT LENGTH • Q • •• • • ______ 2X8 COLLAR TIE @16"OC ASEE ANCHOR WITH 16"OC b 0• R @,6"OG ------ 410 RBEDMENT LENGTH v 1/41D.die.LAGSCREW 'ZX�O @)6"OC www.m chd es ig nseryi ces.co m BASED ANCHOR WITH 16"OC 21n.EMBEDMENT LENGTH _ • .. _ _ pone: O O 2X8 CJ @16"OC 2X10 CJ @16"OC O• O 631 298-2250 3/4"APA PLYWOOD SHEATHING 1/2"APA RATED SHEATHING GRADE PLYWOOD • • •• • • email: (ALTERNATIVE:7/16'04B.) b O michael@mchdesignservices.com 1/2'APA RATED SHEATHING GRADE PLYWOOD • b (ALTERNATIVIVE:7/16"O.S.B.) • • •• • • • FASTENER TYPE; SPACING: 2)(4 DFd2 No.8 WOOD-SCREW STUDS BASED ANCHOR WITH 10"OC O O oil WINDOW SILL 21n.EMBEDMENT LENGTH TYPICAL WINDOW OPPENING No.10WOOD-SCREWS 2 1-3/4X14 ML BASED ANCHOR WITH 12'OC PANEL SPAN EQUAL OR SMMALLER 21n.EMBEDMENT LENGTH (2)14"ML W/1/2"STEEL THAN 4 FEET 1/41n.dla.LAGSCREW 3 4"SUBFLOOR EXISTING ED ANCHOR WITH 21BASn.EMBEDMENT LENGTH 16"OC O O • • • • • 14"TJI 110 FJ @16-OC 14"TJ1110 FJ @16"OC TYPICAL DOOR OPENING PANEL SPAN GREATER THAN 4 FEET 2-2IPLEPLYWLIDSC CONNECTED FASTENER TYPE: SPACING: BLOCKING BETWEEN JOIST 2-2X4 DF925n1DS CONNECTED AND EQUAL OR SMALLER TOGETHER WITH STAINLESS STEEL No.8 WOOD-SCREW UNDER BEARING WALL THAN 6 FEET OR GALVINIZED BOLTS W/WASHERS BASED BEDMENT CHOR WITH LENGTH R"oC AND NUTS 0 2'-0"O.C. No.10 TYPICAL MULTIPLE OPENINGS WED WOOD-SCREWSWITHWTM BASED ANCHOR 9"OC PANEL SPAN GREATER THAN 6 FEET 21n,EMBEDMENT LENGTH AND EQUAL OR SMALLER 1/41n.d(a.LAGSCREW Q BASED ANCHOR WITH 16"OC THAN 8 FEET 21n.EMBEDMENT LENGTH WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL AS PER SEC. R301.2.1.2 NYS CODE: PROTECTION OF OPENING WINDBO)RNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" 0 0 AND MADaMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS.PANELS SHALL BE PRECUT TO COVER(GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED.(REFER TO SECTION 1609.1.4,1609.6.5 AND TABLE 1609.1.4 OF N.Y.S.RESIDENTIAL 3/4"SUBFLOOR CONSTMUCTION CODE).THIS IS NOT A SUBSTITUTION FOR DESIGN-PRESSURE.ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. 2X6 16"OC DBL 2X6 16"OC 2X6 16"OC CUT BACK EX JOISTS AS REQ. SISTER 2X6 TO EX.-JOISTS TO BE 12"OC EXISTING ALL PANVELS MUST BE CUT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS.SHUTTERS MUST BE MARKED FOR WHAT OPENING IT IS TO COVER. (3)9-1/2 (3)9-1/2 ML W/ ' (3)9-1/2 (3)9 1/2 HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. d.a " BUILT UP SILL 4 ML (2)1/2 STEEL ML ML ',�OVER NEW WALL MATCH EX.!SILL HEIGHT ;E AS SHOWN EXISTING GENERAL: SILL TO INISTALL OVER L EXISTING SIDING TO MATCH EXIST. TERMITE!SHI SILL SEALL.. � DUTCH WALL w/ 15#FELT UNDERLAMENT o OR EQUAL. - di4 1/2" SHEATHING OVER ON �•0 COLUMN COLUMN b. 2X4 STUDWALL (TYPICAL) 10)"PC WALL LALLY b` +l • (TYPICAL) d 1/2" SHEETROCK AT WALLS WAMPPROOF COLUMN Generated by REScheck-Web Software AND CEILING (MOISTURE- ;• Compliance Certificate RESISTANT AT BATHS) `b� V L ` ! k a 4"SLAB CSMT/AWN:Wood Frame 172 a, D.290 D.32D 5D 55 ROOFING TO MATCH EXISTING a° • . .• .• • . .• . . . .. • .. • . .. —7 , SHGC:0.31 • ' Nil F1oon All-WoodjolsbTruss 662 21.0 0.0 O.o44 0.047 29 31 P►"•.d F•.d A P r►e d F•.d C r d P-,- Project 6760 PECONIC BAY BLVD. WITH FELT UNDERLAYMENT f•ela• ; %•a.- ; ►• •p• ; f•a.- • :•••'. " • Compliance Statement The proposed building design described here Is consistent with the building plans,speclncaaons,and other p •. A .. v i O .. I! .. p p ► A O calculations submitted wW the eb an to comply The proposed bwltort'lngrequirements has been designed to meet the 20181ECC requirements in 11 24"X24"XI2" 30"X30"XT2"FTG 24"X24"XI2" 24°X24"XI2" 'V Energy Code: 201812CC REScheck Version;REScheck-Web and to comply with the mandatory requirements listed In the REScheck Inspection Che<dlsL 1/2 CDX SHEATHING (MIN) 24"XI2"FTG `s L A -T ar/-1 LConstructlan ocation; Laurol,New York (3)#4 BAR FTG GYP) (4)#4 BAR E.W. FTG(TYP) FTG UYP) � Project ypet:Type. Addition Name to Signature Date INSTALL GUTTERS w/ DOWNSPOUTS - H COmat 4(5931HDD) Pet Date: CONNECTED TO DRYWELLS TO CODE P ate: Permit Number: :'gene-ale false * STRUCTURE EXPOSED THROUGHOUT Has Charger felN Has Batte CONSTRUCTION TO BE REPAIRED/ A PROPOSED CROSS SECTION A W ry: files Has Heat Pump: felse REPLACED AS NECESSARY t1 SCALE: 1/4" = 1'-0" � a Constructlon Site: Owner/Agent: t eslgner/Contractor. w Compliance:0.0%sener Then Cede Ma"Imum UA: 3a9 ...You,UA 3" ...-141a111m SHGC:0.400 Y..SHGC:0.30 Z tee%a�rrweneTMn CaN IMv n,leCe hw cbfeb<ampX.no drM—barHmaOeaWeelrrub.. aW6 pr•'iMe en.Wmeu Mrwryy u,e ar can M.tlw teemlMmumc"Ce home. ,�7 Slab-ongrede tradeoffs are no longer considered In the UA or performance compllance path in REScheck.Each slab-on-grade 1-3/4X14 ML RIDGE O assembly in the specified climate zone must meet the minimum energy code Insulator R-value and depth requirements. V Envelope Assemblies r -I • '�'' I.�r W- 2X10 RR @16"OC BULT OUT l�+^ei Ceiling FLOOR:Flat Calling or Sd.or Truss 905 35.0 0.0 0.032 0.026 29 a 21 IST.FLOOR:Flat GABLE O 1ST.FLOOR:Wood Frame•16"o.c. 968 20.0 0.0 0.059 0.060 44 45 Door.Solid Door(under 50%glazing) 42 0.280 0.320 12 13 I I I I I I I I I I I I I 11 I I I I t l I I I I 11 I I I I 11 I I I I I I 11 I I I I 11 , SIDEUGHr:Wood Frame , SHGC:0.22 27 0310 0.320 8 9 2XI0RR P_16"OC 1 II 11 N 11 II II 11 II II II II II II 11 11 II 11 II 11 II II 11 II , 2XI0 RR @16"OC DBL HUNG:Wood Frame 1 I I 11 I I I I I I I I I I 11 11 11 I I 11 11 11 11 I I I I 11 I I I I I I I I I I , SHGC:0.31 78 0.300 D.320 23 25 1 II it II 11 II II II 11 II 11 II II II it II II II II 11 11 II II II , CSMT/AWN:Wood Frame 74 0.290 0,320 21 24 I 11 11 II II II II 11 11 11 11 11 11 11 II 11 II II 11 II II II II II , SHGC:0.31 I II 11 11 II 11 11 II 11 II II 11 II II 11 II II 11 11 II 11 II II II 2ND FLOOR:Wood Frame,16"ox. 2,269 20.0 (1.0 0.059 0.060 59 59 11 II II II it II II 11 11 11 11 II 11 II 11 II 11 II , SLOG DOOR:Glass Door(over 50%glazing) at 0.300 0.320 24 261 I I I SHGC:0.26 DBL HUNG:Wood Frame SHGC:0.31 36 0.300 0.320 Il 12! i I I I 2X10 CJ @16"OC Project Title:6760 PECONIC BAY BLVD. Report date: 0822/224 Project Title:6760 PECONIC BAY BLVD. Report date: 0822/24 (3)11-7/8 ML Data Marianne: Page 1 of 2 Data filename: Page 2 of 2 FLUSH BEAM 3'h RAILING 5/4 DECKING OVER 2X ACQ SLEEPERS OVER EPDM,FLASHED,3/4"EXTERIOR T&G SHTG..TAPERED JOISTS,1/4"PITCH GUTTER AT END,DRAIN TO OUTSIDE DOWNSPOUT 3 4"SUBFLOOR ` Xg(�0. �XBRR @1("O DBL 14"(9-1/2"min.)ML(VIF) FFT DBL 14"ML C MIN.7" 16"OC TAPER AND CUT AS RE . +I 14"TJI110 @16"OC 14"TJI110 @16"OC X J 16 DROP WALL PLATE DOWN � DBL 14"ML AS NEEDED FOR JOISTS AT DECK FRAMING LOCATION (3)2X8 GIRDER I 1 1 1 1 I 1 1 1 1 I 6X6 ACQ POST WRAPPED W/ 1 1 IX VINYL TRIM 1 1 1 I 3 [ 1 1 I 1 1 1 1 1 I 1 3 4"SUBFLOOR 11161111 1 11 IWI 11 3/4"SUBFLOOR ' ' 5 4 DECKING 5 4 DECKING 1 1 DBL 2X8 FJ @16"OC 1 114 1 1/2 1 1/4 (2)2X8 ACQ X6 ACO 016"09EXISTING Da 2X6 FJ 16"OC 2X6 FJ @16"OC 2X6 ACQ R16"OC V. d• d, W.C. GIRDER at BUILT UP ACQ 2 X8 A Gil DER � SILL PLATES OVER EXIST NG EXITING gX16 BLK BUILT UP ACQ �!S s14o _ a oa 12"clia TERMITE SHIELD, SILL PLATES OVER - O o PIER It SILL SEAL PIER TERMITE SHIELD, b IPIER Po O 1 1/4 3 2 "' .d. .� .. DRAWN BY: MH 9 SILL SEAL .,� . . y G.O. ►•'O•/ • A • a a vi u•w . .. .►• f•a - - - - r„ Lit: ^ ► vi A - - - - 3 24"X24"XI2" 6 d:a 24"X24"XI2" 3 CON(.FTG CONC.FTG 6/13/2025 NEW DUTCH %,a b I I/4 1 1/4 1 114 1 12 1 1/4 1 v4 I I/4 112 WALL de 'd F,OF NEW r 1 1/4 I IR 1 1/4 ►4 ►• KINK — a6 0' ���� � DEFR�D,Q SCALE: SEE PLAN �.w. LA Lev W.G. W.M. W.C. V' W.C. AV. FAT. tb� :6 WER 13A H , [I.. 2 2 2 e CROSS SECTION B s•"de 1-7-NI rn d z SHEET NO: 1/4 1 114 3 3 1114 3 11/4 "p- • PLUMBING SCHEMATIC » SCALE: 1/4" = V-0" 24"XI2"CON(•FTG 2�F ti •��. - 3 11/2 3 SCALE: NOT TO SCALE (3)#4 CONT.BAR Ali o - �OFESSI NP - 4 TO APROVE V 4"C I. 6EPTIC SYSTEM SLOPE" 1/4" PER FOOT PITCHTRAP NO TO DRAIN .UBE WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS I ILET USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT & GOOD CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. 00, M C H Design Services KING STUDS N, ° ° RAFTER WALL STUD www.mchdesignservices.com ENDWALL CRIPPLE STUD BOTTOM PLATE phone: o RIDGE (631)298-2250 HEADER LEDGER BATH TUB DOUBLE JOIST email: michael@mchdesignservices.com SIDEWALL RAFTER JACK STUDS . [ E) FLOOR USP NUMBER DESCRIPTION APPLICATION HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS 1ST. ADS5 ANCHOR TO FOUNDATION W/ ANCHOR BOLTS BATH / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT CONNECT TO 1 SIDE OF ALL CORNERS ON LOC ATION USP NUMBER DESCRIPTION APPLIC ATION LOC ATION USP NUMBER DESC RIPTION IAPP'LIC ATION RAFTER SIZE USP NUMBER DESC RIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR 2ND. ADS5 HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP ALL OPENINGS LSTA12 1-1 4"x12" 20 o. STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1 4"x24" 20 a. STRAP APPLY OVER RIDGE TO EACH RAFTER JOIST DIRECTION WITH (2) JOISTS. UNDER WALL. ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH / g / 9 2x6-2x8 LS26 18ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE HE FLOORS TO EACH OTHER W/ THREADED ROD. ALL OPENINGS RT3 OR RT71 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 2X10 LS210 18ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER BLOCKING 024"OC WALL STUD THROUGH-ROOF EXHAUST VENTS SELECTED AND LOCATED BY CONTRACTOR METAL STRAP CRICKET AT TOP-SIDE OF VENTILATION CHANNEL C HIMNEY AS REQUIRED RIM BOARD RAFTER SILL PLATE(S) WALL SHEATHING RAFTERS MAINTAIN VENTILATION SIDEWALL FLASHING WOOD JOIST FOUNDATION TOP PLATE ' - - FINISH WALL AND MOISTURE BLOCKING 2x4 LEDGER BLOCKING STAPPING TO BE ATTACHED TO WALL STUDS ®48"OC BARRIER TO LAP FLASHING 2x4 SOFFIT JOIST AND ALL WINDOWTDOOR OPENING JACK STUDS AT WALL -- MAINTAIN GAP ATTIC SHALL BE PROVIDED WITH A FASCIA BETWEEN WALL FINISH AND MINIMUM NET FREE VENTILATING AREA FLOOR JOIST DEPTH USP NUMEBER DESCRIPTION APPLICATION ROOFING TO AVOID SOAKING WALL STUD NOT LESS THAN 1/150 OF THE AREA OF GUTTER THE SPACE VENTILATED. ALL OPENINGS WOOD GIRDER INSTALL 4'0" O.C. SHALL BE COVERED WITH CORROSION- ONTIN. SCREENED VENT 4" - 8" LSTA24 1-1/4"x24" 20ga. STRAP AND JACK STUDS , � RESISTANT METAL MESH WITH MESH ON ALL OPENINGS PROVIDE HEMMED EDGE AT OPENINGS OF 1/4 INCH IN DIMENSION. ONTIN. SOFFIT / EXT. PLYWOOD INSTALL 4'0" O.C. FLASHING TO FORM CHANNEL LOCATION USP NUMBER DESCRIPTION APPLICATION 8" - 14" LSTA30 1-1 4"x30" 18 a. STRAP AND JACK STUDS AND TO R TO MAINTAIN AIR SOFFITED EAVE / 9 �� � GAP TO PREVENT CAPILLARY CONNECT TO ON ALL OPENINGS / AC TION 4" - 6" RAFTER RT10 10-3/4' x 18ga. TYDOWN ANCC HOR EAC H RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND INSTALL 4'0" O.C. CONNECT TO ROOF VENTILATION / OVER BEARING WALLS AND HEADERS PIP - 16" LSTA3eS 1-1/4"x36" 18ga. STRAP AND JACK STUDS 8" - 12" RAFTER RT20 21-1/8" x 20ga. TYDOWN ANCCHOR EACH RAFTER SOFFITED EAVE DETAIL ON ALL OPENINGS KEEP ROOFING NAILS OUT U2ND. FLOOR WALL OF FLASHING'� ' L ' / ROOFING LAPS BASE FLASHING 4 INCHES " 0 W A � BASE FLASHING WRAPS CORNERS, RAFTER 00 RIDGE CAP OF SAME EXTENDS UNDER SHINGLES AT MATERIAL AS ROOFING -- a / SIDES 4 INCHES AND LAPS NAILED TO SHEATHING SHINGLES AT BASE MIN. 4 INCHES THROUGH VENT F� WOOD JOIST r—► TOP PLATE w GIRDER/HEADER SIDE WALL FLASHING WOOD JOIST W Zj 1ST. FLOOR WALL STAPPING 'TO BE ATTACHED TO WALL STUDS 048"OC AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES, SIDEWALLS, WALL STUD FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AND RAKES -- PROVIDE HEMMED EDGES SO RAFTERS A V AS TO FORM DRAINAGE CHANNELS AND INSTALL 4'0" O.C. PREVENT CAPILLARY ACTION 4" - 8" LSTA36 1-1/4"06" 18ga. STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION APPLIIC ATION PRE-MANUFACTURED KEEP SHEATHING MIN. 1-1/2" h+i ON ALL OPENINGS RIDGE VENT FOLDS ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH CONNECT EACH FROM PEAK TO ALLOW FREE " RAFTER/PLATE RT15 TYDOWN ANCHOR OVER RIDGE TO THE PROPER STEEL CONNECTOR. O INSTALL 4'0 O.C. RAFTER, TO PLATE AIR PASSAGE IF ABLE, SET FIR JOISTS APROX. 1/2" HIGHER THAN LVL HEADERS 8" - 16" MSTA48 1-1/4"x48" 16ga. STRAP AND JACK STUDS CONFORM TO SLOPE CONNECT OVER OF ROOF TO ALLOW FOR SHRINKAGE. & REDUCE BUMP OUTS p..� ON ALL OPENINGS PLATE/WALL SPTH4 STUD PLATE ANCHOR PLATES T(0 EACH STUD \Q DBL. SILL PLATE O TERMITE SHIELD I SILL GASKET - , �— SUB FLOOR / ' WOOD JOISTS r i CONC. SLAB NEOPRENE , TYP. CONC. FOUNDATION ( A 6 MIL. POLY _ V GASKET 2x8 CONTINUOUS WOOD PLATE .` � 2x6 / DAMPPROOF EXTERIOR e I BOLTED TO STEEL BEAM WITH 6MIL POLY ON EXTERIOR V GRANULAR FILL e V STEEL COLUMN �•� ` ' 1/2 " DIA. BOLTS 0 48" o.c. STAG. s I `� � � ,4 n �` c CONC. SLAB ' p - r,e ° ROOF JACK // I I , � .�` STEEL B EAM d ° n o ,Q ANCHOR [BOLT EMBEDMENT: ' COMPACT FILL ° POURED CONCRETE: 7" `� ( 4" x 1/4" x 8" STEEL ROOFING LAPS BLOCK W/ALL: 15° ` TOP AND BOTTOM PLATE KEYWAY FOOTING V / � 4 1 � � 2" x 6" ANCHOR BOLT da n Q'n Q FLASHING AT CONC. FTG. p Q`p G u' USE WITH 3x23 SQUARE WASHERS ' WITH 1 1/2 GROUT SIDES AND TOP „� . O ANCHOR BOLT CONNECTION (USP LBP'S58 OR BP583) �. p � REINFORCING BAR �• 3" STEEL COLUMN FOUNDATION 5/8" DIA. ANCHOR BOLT DRAIN TILE p ANCHOR BOLT CONNECTION SUPPORTING MAaXIMUM SPACING FLASHING LAPS ( 10 KIPS ) SILL PLATE TO FOUNDATION ROOFING AT BOTTOM CRAWL SPACE OR FOUNDATION) 1 STORY 72" OC SILL PLATE TO FOUNDATION TYPICAL BEAM DETAIL WHERE NEEDED FOR STRUCTURAL BRACING. TYPICAL CONIC. FOUNDATION. APPLY PILASTERS MIN. 3" STEEL COLUMN ANCHORED TO 24"x24%12" CONC. FTG. CRAWL SPACE OR FOUNDATION 2 STORIES 36" OC STEEL / BOTTOM BEARING ALL BOTTOM PLATE TO FOUNDATION 1-2 STORIES 57" OC SLAB-ON-GRADE ROOF JACKS & VENTS DETAIL r SUB FLOOR CONC. SLAB DOOR FRAME 6X6 10/10 WWM GARAGE COMPACT FILL ' DOOR JOIST i I USE 2X8 STEEL B EAM FOR B LOC KOUT 4" SLAB ' P.T. PLATE �` W/ 6X6 WMM M I SLOPE ' 1/2" AIR SPACE i e ° 4 DRIVEWAY — ► NOTCH JOIST AND ADJUST HEIGHT �c 7 1 2 , a e< ; (WITH A NAILING PLATE IF NEEDED) DRAWN BY: MH AT END AND' ' C�Z�� ES OF WOOD �' '`� a °' e o . TO BE APROX. 1/2" OR HIGHER THAN BEAMS _ ��n D D ° D e o •e e STEEL BEAM TO ALLOW FOR SHRINKAGE e GRADE '- <<----- • , , c (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED) n 'd a a a - _ 6X6 W.W.M. - - e - - -••s - 6/13/2025 M'N. r°. .o12" �D ° D '^ �Q'o 4Q'4 � �'r e o —"`NOTCH BEAM FOR MUDSILL IF REQUIIRED -- MAXIMUM o r—SUB FLOOR •a i NOTCH EQUALS 1/4 DEPTH OF BEANM - D ° ^ °° Q REINFORCING BAR �� REINFORCING BAR ° e - ° 4 ,°' I I-I I OIST SCALE: SEE PLAN DRAIN TILE I�---►I e• i_ d e � 12" ° e e SHEET METAL / 30# FELT UNDER BIEAM AT POINT LA �e . 0 e ° STEEL E s• OF CONTACT WITH CONCRETE OR C:ONC. BLOCK -m_ _ _nM_ ifilp 3" PLATE ( OLT TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH (2) #4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. •A a^ SHIMS TO LEVEL BEAM SHEET NO. REINFORCE FOOTING WITH (2) #4 REINFORCING BARS. c� �' DEFR�O 3" MINIMUM BEARING SURFACE FOR WOOD BEAM GARAGE DOOR BLOCKOUT �;` , rP BEAM POCKET w 1-d tP�a ,lo A�aFESS NPv CODE: 2020 IRC, 2020 NYS UNIFORM CLIMATIC&GEOGRAPHIC DESIGN CRITERIA FIRE PREVENTION AND BUILDING CODE GROUNC WIND SEISMIC FROST WINTER 10ESHIELD FLOOD SNOW SPEED DESIGN WEATHERINIC LINE TERMITE DECAY DESIGN UNDERLAYMENT HAZARDS WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED 3 FT.20 PSF MODERATE SLIGHT TO - - USE THE FOLLOWING OR APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. 130 B SEVERE TO HEAVY MODERATE 11 NONE n M SOIL COMPACTION: L H_ 4"MA)X. 1), CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY EXISTING CONDITIONS. MINIMUM 3000# Design Services KING STUDS CAPACITY. II 2). NEW FILL TO BE CLEAN OF ORGANIC MATERIAL. CONTRACTOR TO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL. REMOVE AND ADD ADDITIONAL FILL AS NEEDED. 4"DIA.MAXIMUM 3). COMPACTION OF NEW FILL SHALL BE AT LEAST 95% PROCTOR DENSITY (PER ASTM D 698 WWW.mchdeSlgnS@I'VIC@S.COm RAFTER CRIPPLE STUD AND ASTM D 1557). COMPACT THE SOIL AT 12" LIFTS (TYPICAL). CONTRACTOR TO HAVE phone: FILL TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION. (631)29$_2250 LEDGER RIDGE HEADER m ch ae l mchdesi nservices.com DECK AND COVERED PORCH NOTES: @ 9 1). Unless otherwise noted,all framing material to be#1 ACQ pressure treated lumber. Z All fasteners,hangers and anchors to be galvinized or stainless steel. :E RAFTER ED JACK STUDS ae M2).Girders for deck joists to be bolted or anchored to each post or pier with washers and nuts Girders on concrete piers shall be anchored with proper steel connectors anchored Into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. RAFTER-TO-LEDGER CONNECTION 3). Posts supporting girders shall be anchored to a minimum 24"x24"x12"thick concrete LEDGER TO BE CONNECTED TO BLDG. USING 1/2"DIA. BOLTS 16"OC WITH WASHERS HEADER-TO-POST/STUD CONNECTION footing. Use a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. Footings Shall RIDGE-TO-RAFTER CONNECTION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION be 3 ft.below grade. STAIR RAILING LOCATION USP NUMBERI DESCRIPTION APPLICATION 2x6-2x8 LS26 18ga.SLOPE HANGER APPLY TO EACH RAFTER/LEDGER ALL OPENINGS LSTA12 1-1/4"x12"20ga. STRAP APPLY TO EACH JACK STUD 4). Deck joists to have blocking at 8'0 o.c.. ROOF I LSTA24 1-1/4"x24"20ga.STRAP I APPLY OVER RIDGE TO EACH RAFTER 2X10 LS210 18ga.SLOPE HANGER APPLY TO EACH RAFTER/LEDGER ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 5). Flashing shall be installed between the building and ledger. Lapping up the sheathing 1-1/2" and over the ledger. Ledger to be fastened to building with 1/2"dia. bolts with washers and nuts at 16"o.c. MINIMUM 6).Concrete piers shall be a minimum 6"above grade. HANDRAILS RAFTER 7).All joists to be supported with hangers and anchors.Each Joist shall also be anchored I T 11 to girder(s). RAFTER 8).Covered Roofs shall be assembled and anchored the same manner as a typical building. 9). Use Simpson hangers and anchors with Z-MAX tripple protective coating or equal POST for any contact with ACQ. TOP PLATE TOP PLATE BALUSTERS WALL STUD RIM/DECK JOIST HANDRAIL NOTES: OPEN BALUSTER ATTACHED TO WALL 0 WALL STUD O All required handrails shall be of one of the following types or provided equivalent graspability. HANDRAIL CONNECTION RAFTER TO PLATE/STUD CONNECTION 1).Type 1. Handrails with circular cross section shall have an ALL HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH RAFTER TO PLATE/STUD CONNECTION LOCATION USP NUMBER DESCRIPTION APPLICATION outside diameter of at least 1-1/4 inches and not greater OF THE STAIRS. H.ANDGRIP PORTION OF ALL HANDRAILS LOCATION USP NUMBER DESCRIPTION APPLICATION CONNECT EACH than 2 inches. If the handrail is not circular it shall have a RAFTER/PLAT RT15 TYDOWN ANCHOR perimeter dimension of at least 4 inches and not greater SHALL NOT BE LESS THAN 1-1/4"NOR MORE THAN 2"IN 4"-6"RAFTER RT10 10-3/4"x 18ga.TYDOWN ANCHOR CONNECT TO RAFTER TO PLATE POST-TO-DECK CONNECTION EACH RAFTER CONNECT OVER USE MIN. (2) 1/2"DIA.GALV. BOLTS WITH WASHERS AND NUTS than 6-1/4 inches with a maximum cross section of CROSS SECTIONAL DIMENSION,OR THE:SHAPE SHALL PLATE/WALL SPTH4 STUD PLATE ANCHOR dimension of 2-1/4 inches. r , PROVIDE AN EQUIVALENT GRIPPING SWRFACE 8"-12"RAFTER RT20 21-1/8"x 20ga.TYDOWN ANCHOR CONNECT TO PLATES TO EACH STUD v EACH RAFTER 2).Type II.Handrails with a perimeter greater than 6-1/4 inches shall provide graspable finger recess area on both sides of the profile.The finger recess shall begin with a W 0 distance of 3/4 inch measured vertically from the tallest �••� 41N'MAX. portion of the profile and achieve a depth of at least 5/16 > 1� inch within 7/8 inch below the widest portion of the h.4 4"DIA.MAXIMUM profile.The required depth shall continue for at least 3/8 GIRDER/HEADER P q P inch to a level that is not less than 1-3/4 inches below the tallest portion of the profile.The minimum width of the GIRDER/HEADER handrail above the recess shall be 1-1/4 inches to a W maximum of 2-3/4 inches. Edges shall have a minimum a z JOIST POST/COLUMN o ° , radius of 0.01 inches. W � o0 r , `O POST/COLUMN W Fv W in NAILING SCHEDULE Z WO FSHEATHING: GIRDER/HEADERr , JOINT DESCRIPTION NAIL NAIL NOTES V POST-TO-GIRDER/HEADER CONNECTION QTY. SPACING � a STRUCTURAL PANEL 8d AS PER TABLE 3.8 LOCATION USP NUMBER DESCRIPTION APPLICATION WFCM-SBC O DE K/PO1tCH RAILING SPLICED JOISTS OVER HEADER/GIRDER 4x4 SOLID COLUMN PBS44/PBSE44/KC44 POST CAP ANCHOR APPLY TO EACH COLUMI�V � LOCATION USP NUMBERI DESCRIPTION APPLICATION 6x6 SOLID COLUMN PBS66/PBSE66/KC66 POST CAP ANCHOR APPLY TO EACH COLUMM POST-TO-GIRDER/HEADER CONNECTION ROOF FRAMING: JOIST TO GIRDER/HEADER RT10 TYDOWN ANCHOR CONNECT TO EACH JOI NAIL HOLLOW COLUMN SIMPSON SfRR1/2 H.C. ANCHOR APPLY TO EACH COLUMh�I USE MIN. (2) 1/2"DIA.GALV. BOLTS WITH WASHERS AND NUTS JOINT DESCRIPTION QN SPACING NOTES RAFTER TO 8'WALL: 3-8d COMMON EACH TOE-NAIL TOP PLATE 10'WALL:4-8d COMMOP I RAFTER CEILING JOIST 8'WALL: 3-8d COMMON EACH TOE-NAIL TO TOP PLATE 10'WALL:4-8d COMMOP I JOIST JOIST TOo �c•.• STU PAERALLEL RAFTER ILING AS WFCM PERB SBC 3.LE 7 FACE NAIL .;'�'•�'�� �'••., BEARING PLATE GIRDER CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE OVER PARTITION WFCM-SBC LAP NAIL ° �,: === " Q COLLAR TIE AS PER TABLE 3.4 EACH FACE TO RAFTER WFCM-SBC END NAIL BLOCKING 2-8d COMMON EACH TOE WOOD JOIST TO RAFTER END NAIL 15 RIM BOARD EACH LEDGER ) I Ii r A''• TO RAFTER ND NAIL o GIRDER/HEADER I I : �. CONCRETE PIER 2-16d COMMON WOOD JOIST ; �jfit' ' -' • • ° WALL FRAMING: WOOD JOIST :::. •• ` JOINT DESCRIPTION NAIL NAIL SPACING NOTES QTY. .v ` " :lT:_�:;:. ••, `"v Q - •- a1 ••...... DOUBLE 2x TOP PLATE TO 2-16d COMMO PER FACE NAIL FLUSH JOISTS WITH HEADER/GIRDER CEILING JOIST TO BLDG.CONNECTION ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH I I (MINIMUM} TOP PLATE FOOT I I FOR HEADER HEADER/GIRDER-TO-POST CONNECTION TOP PLATES AT JOINTS FACE LEDGER TO BE CONNECTED TO BLDG. USING 1/2"DIA. BOLTS @16"OC WITH WASHERS THE PROPER STEEL CONNECTOR. I I OR BEAM LOCATION USP NUMBER DESCRIPTION APPLICATION INTERSECTIONS 4-16d COMMO EA. SIDE NAIL IF ABLE,SET FIR JOISTS APROX. 1/4"HIGHER THAN LVL HEADERS TO ALLOW FOR SHRINKAGE. ROD I I (2) BEAMS PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH PIE STUD TO 24" FACE 2 -16d COMMO REQUIRED•••••• ••••::==I I STUD O.C. NAIL FOR STU '•�.• ......... (3) BEAMS PAU66 OR WE66 POST/BEAM ANCHOR APPLY TO EACH PIE HEADER TO 16"O.C. FACE .....�`,;•........' HEADER 16d COMMON ALONG EDGES NAIL FILASHING TUCKED UNDER I I TOP OR BOTTOM 2-16d COMMO PER 2x4 STUD END TOP PIECE OF SIDING AND E PLATE TO STUD 3 -16d COMMO PER 2x6 STUD NAIL • LAPPED OVER FIRST CONTIN. BOTTOM PLATE TO: j;:..•.......•••THREADED ROD PER PIIECE OF SIDING BELOW j, FLOOR JOIST, BAND JOIST, 2 -16d COMMO FOOT FACE NAIL 1/,2"DIA. LAG BOLTS W/WASHERS •..•••CNW COUPLER NUT END JOIST OR BLOCKING CONNECTED TO BLDG. @16"OC POST STRINGER MINIMUM DECK FRAMING: p @16" c 2 THRU- + .i - � END DISTANCE NAIL NAIL DRAWN BY: MH c) I Bolrs ;,..EN•••DI JOINT DESCRIPTION QTY. SPACING NOTES P944 POST a ' p JOIST TO: PER TOE ANCHOR "dia. ;; .- :ti''' 4-8d COMMON � SILL,TOP PLATE OR GIRDER JOIST NAIL 6/13/2025 FLOOR FRAMING o �, PIER 16"TREAD �- ^'•�~f� " :Io I' o o Na NIMANCE �° :,,..-•' :. Rom' BRIDGING EACH TOE 2x JIOISTS , 12 x12 x12 V 2-8d COMMON ° ` : '• ; •�:��' A >^ To JOIsrEND NAIL SCALE. SEE PLAN RA ; , . CONC.STAB "v �, o CONCRETE FOOTING � � � Q• '4 ';::} r c c BLOCKING EACH TOE (AS REQ.) BLOCKING FOR JOIST HANGER4. , ,r,- V V„ ` TO JOIST 2-8d COMMONEND NAIL 8'dia. n > DECK PIER BLOCKING TO- EACH 3 -16d COMMO LAG BOLTS `p p 3-o d CONC.C. e9 b; PER PLAN HOLLOW COLUMN UPLIFT V v SILL OR TO PLATE BOCK NA E 0 RIM JOIST/BD. 9� �9,' SIMPSON STRONG TIE MODEL STRRt/2 LEDGER STRIP NEW SHEET N O. 4 ° DECK POST FTG.CONNECTION 3 -16d COMMO EACH F DE Y O ' °°• <°•4 INSTALL AS PER MANUFACTURE'S RECOMENDATIONS TO BEAM JOIST FR,I 'A ° 1 LOCATION USP NUMBER DESCRIPTION APPLICATION JOIST ON LEDGER PER E'- 4X4 POST PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH FOOTING TO BEAM 3 -8d COMMO JOIST i(. '' At3 DECK/PORCH LEDGER CONNECTION 6X6 POST PAU66 OR WE66 POST/BEAM ANCHOR APPLY TO EACH FOOTING BAND JOIST PER D a w TO JOIST 3 -16d COMMO JOIST L IV, - ,., ,'► BAND JOIST TO: PER Q °• 50� � SILL OR TOP PLATE 2-16d COMMO FOOT T WIND FRAMING NOTES NAILING SCHEDULE PLAN CONTENTS: GE �4ERAL NOTES 1). RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL •� 1-1/4" x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. NAIL NAIL RESIDENTIAL DWELLING When a collar tie is used in leu of a ridge strap, the number of 10d common nails required JOINT DESCRIPTION QTY SPACING NOTES BUILDING USE in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. RAFTER TO ALL: - MM N EACH BUILDING HEIGHT (SEE PLANS) M Cj H CONSTRUCTION NOTES. TOP PLATE 10'WALL: 4 8d COMMONRAFTER TOE-NAIL TOTAL SQ. FT. OF CONSTRUCTION (SEE PLANS) Design Services 1). The information within this set of construction documents is related to basic design 2). RAFTER-TO-WALL ASSEMBLY: CEILING JOIST 8'WALL: 3-8d COMMON EACH DESIGN CRITERIA UNIFORM CODE intent and framing details. They are intended as a construction aid not a substitute Lateral framing and shear wall connections for rafter, ceiling or truss to top plate shall be in TOE-NAIL ( ) 2020 IRC, 2020 NYS UNIFORM FIRE PREVENTION AND BUILDING CODE � for generally accepted good building practice and compliance with current New York accordance to table 3.3.When a rafter or truss do not fall in line with studs below, rafters TO TOP PLATE 10'WALL: 4-8d COMMON JOIST FRAMING ELEMENTS AS PER FLOOR PLANS, CROSS SECTION, DETAILS, AND GENERAL NOTES State building codes. The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEILING JOIST TO AS PER TABLE 3.7 EACH FACE www•mchdesignservices.com DESIGN LIVE LOAD(PSF)R301.5 DESIGN DEAD LOAD(PSF)R301.2.2.2 ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS R301.7 construction details and procedures to ensure a professionally finished, structurally the to the wall stud with uplift connections. Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM- SBC LAP NAIL phone: UNINHABITABLE ATTICS(NO STORAGE) 10 EXTERIOR(LIGHT FRAME)WOOD WALLS 15 RAFTERS GREATER THAN 3:12 PITCH L/180 (631)298-2250 sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE UNINHABITABLE ATTICS(STORAGE) 20 EXTERIOR(LIGHT FRAME) STEEL WALLS 14 (NO FINISHED CEILING) 2). The General Contractor is responsible for ensuring that all work and construction 3).WALL-TO-WALL ASSEMBLY: OVER PARTITION WFCM - SBC LAP NAIL HABITABLE ATTICS AND INTERIOR WALLS AND PARTITIONS H/18o INTERIOR(LIGHT FRAME)WOOD WALLS 10 email: meets current federal, state, county and Ilocal codes, ordinances and regulations, etc. Wall studs above and studs below a floor level shall be attached with uplift connections in COLLAR TIE AS PER TABLE 3.4 EACH FACE ATTICS WITH FIXED STAIRS 30 FLOORS michael@mchdesignservices.com INTERIOR(LIGHT FRAME) STEEL WALLS 5 L/360 TO RAFTER WFCM - SBC END NAIL EXTERIOR BALCONIES AND DECKS 40 CEILINGS PLASTER,STUCCO These codes are to be considered as pant of the specifications for this building and accordance with table 3.3b. When wall studs above do not fall in line with studs below, the MASONRY WALLS(8"THICK) 80 ( ) L/36o studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING EACH TOE FIRE ESCAPES 40 CONCRETE WALLS(6"THICK) 85 CEILINGS(GYPSUM) L/240 should be adhered to �..ven if invariance with the plan. y p 2 - 8d COMMON GUARDS AND HANDRAILS 200 accordance with table 3.3. TO RAFTER END NAIL SIP WALLS 10 ALL OTHER STRUCTURAL MEMBERS U240 RIM BOARD EACH END GUARD IN-FILL COMPONENTS 50 VEHICLE GARAGES(R301.5) PER 20 SQ. IN. 2000lbs EXTERIOR WALLS(PLASTER,STUCCO) H/360 3). Dimensions shall take precedent over scaled drawings. (DO NOT SCALE DRAWINGS). 4).WALL ASSEMBLY TO FOUNDATION: TO RAFTER 2 - 16d COMMONEND NAIL PASSANGER VEHICLES So EXTERIOR WALLS(BRITTLE FINISHES) H/240 First wall studs shall be connected to the foundation, sill plate, or bottom plate with uplift NON-SLEEPING ROOMS 40 EXTERIOR WALLS(FLEXIBLE FINISHES) H/120 4). The designer has riot been engaged for construction supervision and assumes no connectors. Steel straps shall have a minimum embedment of 7 inches in concrete WALL FRAMING: SLEEPING ROOMS 30 LINTELS (SUPPORTING MASONY WALLS) L/600 responsibility for construction coordinating with these plans, nor responsibility for foundation and slab-on-grade, 15 inches in masonry block foundations, or lapped under NAIL NAIL STAIRS 40 construction means, methods, techniques, sequences, or procedures, or for safety the plate and nailed in accordance with table 3.3b. When steel straps are lapped under the JOINT DESCRIPTION QTY SPACING NOTES ROOF GROUND SNOW LOAD 20 precautions and programs in connection with the work. There are no warranties for a bottom plate, 3 inch square washes shall be used with the anchor bolts. Anchor bolt EXPOSURE CATAGORY (DESIGNED FOR EXPOSURE C) specific use expressed or implied in the uise of these plans. spacing is to be spaced and sized in accordance to table 3.2a. In addition to spacing, TOP PLATE E 2 - 16d COMMONPER FACE NAIL anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all TOP PLATE FOOT SEE NOTE: 1 LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION 5). Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT JOINTS FACE ROOF - FOUNDATION DETAIL PAGE &GENERAL NOTE PAGE INTERSECTIONS 4 - 16d COMMON EA. SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE 6). The General Contractor is to ensure tthat masonry or prefabracted fireplaces meets 5). TYPE I EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACE or exceeds manufacture's specifications aind applicable codes. Type 1 exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior 2 - 16d C01wIM0 EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE p PP STUD O.C. NAIL Sym.: attached with 8d common nails at 6" o.c. at the panel edges and 12" o.c. in the field, and FIRE PROTECTION SMOKE ALARMS TO COMPLY WITH NFPA 72 AND NYS R314 NYS. 7). The General Contractor is to consult with the owner for all built-in items 1/2 inch gypsum wallboard on the interior attached with 5d cooler nails at 7" o.c. at panel HEADER TO 16d COMMON 16" O.C. FACE SMOKE &CO2 DETECTORS ® CARBON MONIXIDE ALARMS TO COMPLY WITH R315 NYS. such as bookcases, shelving, ant edges and 10"o.c. in the field shall be in accordance with the length requirements specified HEADER ALONG EDGES NAIL g pantry, closets, trims, etc. g g q p TRUSS DESIGN N/A - STANDARD STICK FRAME CONSTRUCTION in table 3.15a-b. TOP OR BOTTOM 2 - 16d COMMON PER 2x4 STUD END 8). Wind load requirements shall be taken into account during construction. PLATE TO STUD 3 - 16d COMMONPER 2x6 STUD NAIL ENERGY CALCULATIONS 2020 ENERGY CONSERVATION CONSTRUCTION CODE NYS 19 NYCRR PART 124 FOUNDATION NOTES: 6Type 11 exterior shea S a is halAme t RWLL CONNECTIONS: e brequirements of table 3.15a-b times the appropriate BOTTOM PLATE TO: PER FACE NAIL length adjustment factors in table 3.16. FLOOR JOIST, BAND JOIST, 2 - 16d COMMON FOOT SEE NOTE: 1,2 CLIMATIC & GEOGRAPHIC DESIGN CRITERIA END JOIST OR BLOCKING 1). The General Contractor and Mason t(o review plans, elevations, details and notes to GROUND WIND SEISMIC FROST WINTER ICESHIELD FLOOD determine intended heights of finished flioor(s) above typical grade. 7). INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING: SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT LOAD CATEGORY DEPTH TEMP. REQUIRED HAZARDS MPH Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when NAIIL NAIL (MPH) 2). All footings to rest on undisturbed (viirgin) soil. interior shearwalis are used. Sheathing and connections shall be in accordance with JOINT DESCRIPTION NOTES 2.4.4.2 and 2.2.4 respectively. QT1Y. SPACING MODERATE SLIGHT TO - 20 PSF 130 B SEVERE 3 FT. 17 NONE 3). Provide 1/2" expansion joint materiall between concrete slabs and abutting JOIST TO: PER TOE TO HEAVY MODERATE • concrete or masonry walls occuring in exterior or unheated interior areas. SILL, TOP PLATE OR GIRDER 4 - 8d COMMON JOIST NAIL 8). CONNECTIONS AROUND EXTERIOR WALL OPENINGS: ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE W 4). Any new concrete walls being attachied to existing concrete structure shall with table 3.5.Window sill plates shall be have steel connectors in accordance with table TO JOIST 2 - 8d COMMON EACH NAIL SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES 35 V be installed with #5 re-bar, long at 12" o.c.. Use approved epoxy for installation. AT PANEL EDGES SUPPORTS IN THE PANEL FIELD BLOCKING EACH TOE 5). Unless otherwise noted, all slabs on grade to be 3000 p.s.i.. Concrete to be TO JOIST 2 - 8d COMMONEND NAIL 4' PERIMETER EDGE ZONE 8d COMMON @ 6" O. 8d COMMON @ 6" O.C. SEE NOTES: 1,3 poured on 4 inch thick sand or gravel filll with 6x6 wire mesh reinforcing. Interior slabs 9). CATHEDRAL CEILING ASSEMBLY: SEE NOTES: 1 ( BOTH FIELDS) 1164 to be minimum 3-1/2 inch thick. All fill tobe compacted to 95% relative density with Where a ridge is to be used as a structural beam, the rafters shall either be notched and BLOCKING TO: 3 - 16d COMMON EACH TOE INTERIOR ZONE 8d COMMON @ 6 O.C. 8d COMMON @ 12 O.C. NOTE: 2 FOR PANEL FIELD � A 6" maximum lifts (layers). anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge SILL OR TOP PLATE BLOCK NAIL 6). Crawl spaces to be provided with a minimum 18"x24" access opening. Install one along the open ceiling part of the building. Connections to the ridge and wall shall be be LEDGER STRIP 3 - 16d COMMON EACH FACE GABLE ENDWALL RAKE AND RAKE TRUSS 18d COMMON @ 4" O.C. 8d COMMON @ 4" O.C. SEE NOTES: 13 8x16 cast iron foundation vent for every 150 sq. ft. of area. attached with the above requirements. TO BEAM JOIST NAIL HPq a DECK AND COVERED PORCH NOTES: JOIST ON LEDGER 3 - 8d COMMON PER TOE NOTES Cif Z 7). Dampproof exterior of foundation with bituminous coating as required by current TO BEAM JOIST NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. N.Y.S. Residential Construction Code. A 6-mil polyethylene film shall be applied over 1). Unless otherwise noted, all framing material to be#1 ACQ pressure treated lumber. BAND JOIST PER END 114 All fasteners, hangers and anchors to be alvinized or stainless steel. 3 - 16d COMMON1). For roof sheathing within 4 feet of the perimeter edge of the roof, including 4 feet on each side of the roof peak, V the below grade portion of exterior wallls prior to backfllling. g g TO JOIST JOIST NAIL 2 Girders for deck joists to be bolted to each BAND JOIST TO: PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. W 8). Drainage as required by current N.Y.!5. Residential Construction Code. )• 1 post with washers and nuts. 2 - 16d COMMON Girders on concrete piers shall be anchored with proper steel connectors anchored SILL OR TOP PLATE FOOT SEE NOTE: 1 W O FRAMING. NOTES g 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. into concrete with a minimum 1/2 dia x 7 long anchor bolt with washers and nuts. For framing members with <0.42<G<0.49, the nail spacing shall be reduced to 6 inches o.c. A V 1). All framing techniques and methods as prescriptive design of current SBC High Wind 3). Posts supporting girders shall be anchored to a 12"x12"x12" thick concrete footing. JOINT DESCRIPTION NAIL NAIL w Edition Wood Framing Construction Manival. Use a minimum 1/2" dia x 8" long anchor bolt with washers and nuts. Footings Shall be 3 ft. QTY- SPACINlG 3). Tabulated 4 inch o.c. nail spacing assumes sheathing to rafter/truss framing members with G>0.49. For a below grade.Porches with covered roofs shall have 12" dia. concrete piers for the girders. STRUCTURAL PANEL gd AS PER TABILE 3.8 framing members with 0.42<G<0.49, the nail spacing shall be reduced to 3 inches o.c. C 2). Unless otherwise noted, all framing and structural wood material to be #2 + BTR. WFCM - ;SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS: a Douglas Fir. 4). Deck joists to have blocking at 8'0 o.c.. CEILING SHEATHING: SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES 3). Floors, walls, ceilings and rafters to be spaced at 16 inches o.c. unless noted 5)• A minimum of 10 inch flashing shall be installed between the building and ledger. NAIL NAIL AT PANEL EDGES SUPPORTS IN THE PANEL FIELD otherwise. Ledger to be fastened to building with 1/2" dia. bolts with washers and nuts JOINT DESCRIPTION QTY. SPPACING 4EDGE ZONE 8d COMMON @ 6" O.C. 8d COMMON @ 12" O.C. SEE NOTES: 1, 3 ( BOTH FIELDS) ' 4). Unless otherwise rioted , all bearing wall headers to be (2) 2x10#2 + BTR. Doug. Fir. where needed. GYPSUM 7" IO.C. EDGE NOTE: 2 FOR PANEL FIELD WALLBOARD 5d COOLERS 10" (O.C . FIELD INTERIOR ZONE 8d COMMON @ 6" 0.4 8d COMMON @ 12"O.C. SEE NOTE: 3 Bearing wall headers to have (2)jack stwds and (2) full length studs on each side of all 6). Concrete piers shall be a minimum 6" above grade. openings. LVL headers to have (3) jack studs and (2) full length studs on each side of WALL SHEATHING: openings. Bearing wall window sills shall also have (2) window sill plates for 2x4 wall 7). All joists to be supported with hangers and anchors. Each Joist shall also be anchored NAIL NAIL NOTES openings between 4'1 and GO and 2x6 wall openings between 5'lt and 8'9. Provide fire to girder(s). JOINT DESCRIPTION QTY. SPACING THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. and blocking where applicable. 8). Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL 8d COMMON AS PER TABLE 3.9 1). For wall sheathing within 4 feet of the corners, the 4 foot edge zone attachment requirements shall 5). All flush beams/he-aders to be installed with heavy duty galvinized hangers and PANELS WFCM - SBC anchors where applicable to all connecting joists. PLUMBING NOTES 7/16" OSB 6d COMMON3 O.C. EDGE be used. ti "" 6). Double up floor joists under walls that run parallel to the floor joist and under bathtu s. 1). All water supply, drainage and venting to be installed as per N.Y.S. Residential PLYWOOD 6" O.C. FIELD 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to stud framing members with Floors to have ceramic tile installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM 7`1 O.C. EDGE G>0.49. For framing members with 0.42<G<, the nail spacings shall be reduced to 6 inches o.c. WALLBOARD 5d COOLERS 10'�" O.0 . FIELD on plans. 3). For exterior panel siding, alvinized box nails shall be permitted to be substituted for common nails. 7). Provide 2 - 1-3/4" thick microlams ( height to match floor joists) around stairwell and/ r 2). Verify septic system with the Engineer for Suffolk County Health Department approval. FLOOR SHEATHING: p g g other access openings unless otherwise noted (typical). 3). If wall studs, plates or joists are cut out during installation for an plumbing related work, p j g ' y p g NAIL NAIL provide adequate bracing and plates to protect and secure the structure. Verify with the JOINT DESCRIPTION 1).PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. 8). Dormers running lap roof rafters are to be supported by double rafters on either side p q g P p fY QTY. ;SPACING 2).USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. where applicable unless otherwise noted. state code and manufacture's recommendation for maximum hole size and spacing permitted. STRUCTURAL PANELS 6"' O.C. EDGE EGRESS OPENINGS MIN.5.0 SQ GRADE FLOOR 3).INSTALL 1-Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. HVAC SYSTEM NOTES V OR LESS 8d COMMO 12"" O.C. FIELD (5.7 SQ.FT.2ND.FLOOR) 9). Provide blocking,rbridging in floor joists at 8'0 o.c.. Use solid blocking in floor joists MIN.44"SILL-AFF NOTES:ES: NYS Residential Code R302.11-FIREBLOCKING REQUIRED under all bearing walls. 1). Mechanical subcontractor is responsible for adhearing to all applicable codes and safety Fireblocking shall be provided to cut off all concealed draft openings(both vertical and horizontal) requirements. NOTE: and to form an effective fire barrier between stories,and between a top story and the roof space. 10). Provide insulation baffles at eave vents between rafters. Install draft blocking as THESE NOTES ARE ONLY TO BE REFERREID TO IF CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY Fireblocking shall be provided in wood-frame construction in the following locations. needed. 2). HVAC subcontractor is to fully coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY . EXISTING CONDITIONS. MINIMUM 3000#CAPACITY. 1).In concealed spaces of stud walls and partitions,including furred spaces,at the ceiling and floor equipment supplier. levels.Concealed horizontal furred spaces shall also be fireblocked at intervals not exceeding 10 11). Unless otherwise rioted, all roofs and walls to have a minimum 1/2" thick, 4-ply Fir 1). Nailing requirements are based on wall ssheathing feet. Batts or blankets of mineral or glass fiber shall be allowed as fireblocking in walls constructed CDX exterior sheathing grade plywood. Plywood to cover over plates and headers. 3). HVAC subcontractor to provide final system layout drawing and submit it to the General nailed 6" on-center at the panel edge. If walll sheathing using SOIL COMPACTION: parallel rows of studs or staggered studs. Contractor and owner for final review and approval. is nailed 3" on-center at the panel edge to (obtain higher 1).NEW FILL TO BE CLEAN OF ORGANIC MATERIAL.CONTRACTOR 2).At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, TO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL. drop ceilings and cove ceilings. 12). Unless otherwise noted use 3/4" thick T&G PTS Fir or Advantech plywood subfloor shear capacities, nailing requirements for strructural REMOVE AND ADD ADDITIONAL FILL AS NEEDED. �/� adhered with PL400 adhesive and screwed to floor joists. Finished floor to be installed E LECTRI CAL NOTES: members shall be doubled, or alternate comnectors, 3).In concealed spaces between stair stringers at the top and bottom of the run.Enclosed spaces DRAWN BY: M H over subfloor as per manufacture's instructions. such as shear plates, shall be used to maintaiin load path. 2).COMPACTION OF NEW FILL SHALL BE AT LEAST 95%PROCTOR under stairs shall comply with current N.Y.S.Residential Code. DENSITY PER ASTM D 698 AND ASTM D 1557 COMPACT THE 1). All electrical to a installed as per N.Y.S. Residential Construction Code. ( )• 13). All bathroom walls to have 1/2" thick moisture-resistant sheetrock. Garage walls and SOIL AT 12"LIFTS(TYPICAL).CONTRACTOR TO HAVE FILL 4).At openings around vents,pipes and ducts at ceiling and floor level,to resist the free passage of ceilings and over furnace to have 5/8" thick type-x sheetrock. All other parts of building 2). All electrical work shall be approved by a qualified Underwriter. 2). When wall sheathing is continuous over-connected TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION. flame and products of combustion. 6/13/2025 members,the tabulated number of nails shalll be permitted 3 DO NOT BACKFILL UNTILL FIRST FLOOR DECK CONSTRUCTION, 5).For the fireblockin of chimneys and fireplaces,as required by current N. esidential Code. to have regular 1/2" sheetrock. All walls to be taped and finished. to be reduced to] - 16d nail per foot. ) INCLUDING SUBFLOOR,IS COMPLETE. g P 9 3). All electrical work to comply with 2014 NEC. 14). All roof with a pitch less than 4:12 shall be installed with an Ice &Water barrier or SCALE: SEE PLAN 4 Install Smoke detectors and Carbon Monoxide detectors throughout as per section R314 ` �P��. E�fl'YO approved equal. Flat roofs shall be appllied with a Fiberglas base sheet with an EPDM )• g torch down type material over. and R315 of IRC. L b pressure treated. Sill plates to SHEET N O. 16). All sill plates and wood in contact with concrete to e p p EXTERIOR FIBERGLASS COLUMNS TO BE HB&G be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. I OR APPROVED EQUAL.INSTALL WITH CAP s; w AND BASES.USE WITH FLASHING CAPS TO -• : ,Z W COVER TOP3, Q o • c�0 �_ A�GFESS NPR" z iU A PR 3 0 2C�6 DELTA '` RN1NG CILa !wl�lA k •„tea r.�__.�._.,.,..,1, ^_.- � i x H a y4