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HomeMy WebLinkAbout52743-Z TOWN OF SOUTHOLD BUILDING DEPARTMENT 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#: 52743 Date: 03/11/2026 Permission is hereby granted to: Stephen B Garrett 215 W 91st St Apt 32 New York, NY 10024 To: construct additions and alterations to an existing single-family dwelling as applied for. Premises Located at: 400 Diedricks Rd, Orient, NY 11957 SCTM# 18.-3-11 Pursuant to application dated 01/23/2026 and approved by the Building Inspector. To expire on 03/10/2028. Contractors: Required Inspections: Fees: Single Family Dwelling- Addition &Alteration $ 88. 5 CO-RESIDENTIAL $100,C1C! Total $1,088-2 r w -. Building Inspector TOWN OF SOUTHOLD—BUILDING DEPARTMENT i Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971 0959 Telephone (631) 765-1802 Fax (631) 765-9502 h tl), ,// Date Received°-° APPLICATION FOR BUILDING PERMIT For Office Use Only PERMIT NO. ��. 1,3— Building lnspector., m w, _..... ,._w _.... Applications and forms must be filled out in their entirety. Incomplete . applications will not be accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed. Date: OWNER(S)OF PROPERTY: Name:Stephen & Rachel Garrett SCTM# 1000-018-03-11 Physical Address:400 Diedricks Road, Orient NY 11957 Phone#: Email: Mailing address:400 Diedricks Road, Orient NY 11957 CONTACT PERSON: Name:Constantine Rigas Mailing address:22260 Main Road, Orient NY 11957 Phone#:917-509-8751 Email:c@rigasco.com DESIGN PROFESSIONAL INFORMATION: Name:Joseph Fischetti P.E. Mailing Address: 1725 Hobart Road, Southold NY 11971 Phone#:631-765-2954 Email:Joseph@fischetti.com CONTRACTOR INFORMATION: Name:Constantine Rigas Mailing address:22260 Main Road, Orient NY 11957 Phone#:917-509-8751 Email:c@rigasco.com DESCRIPTION OF PROPOSED CONSTRUCTION ©New Structure *Add n ❑Repair ❑De;molition Estimated Cost of Project: —— ... $400,000 5COther Will the lot be re-graded? ❑Yes FANo Will excess fill be removed from premises? *Yes El No 1 PROPERTY INFORMATION Existing use of property:Single Family Intended use of property:Single Family Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? Dyes 'No IF YES, PROVIDE A COPY. C"hQck Box Aft ead i rlg The owner/contractor/design professional'is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone 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 premises and In building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. `Application Submitted By(print an�Ie): a., \ ' t'� A WAuthorized Agent� � Signature of Applicant: Date: ��❑Owner o4 0-7> STATE OF NEW YORK) SS: COUNTY OF 5U-Ff'•OIK ) CD � being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the (Contra r,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 pa -0....day of 20 vary Public TRACEY L. DWYER PROPERTY OWNER : ' H O . ; 1 110 N NOTARY PUBLIC,STATE OF NI=W YORK :. .,..w .. ..._ . . _. .....w... NO.01DW6306900 (See separate owner authorization) 01 ALIFIED IN SUFFOLK COUNTY COh�N dSSION EXPI'AE, DUNE 30,29k&P 2 Building Department Apglication AUTHORIZATION (Where the Applicant is not the Owner) I, 1? Ste h Garrett , owner of 400 Diedricks Road, Orient NY II957 do hereby authorize ......... w_..... ...,en_ arr..ww.. w ... . _. Constantine Rigas to apply on my behalf to the Southold Building Department for any and all needed permits. N- 1/20/26 ...__......._ _....._w................. (Owners Signature) (Date) Stephen Garrett (Print Owner's Name) l Albert J. Krupski, Jr. SIFORNMAT]ER, SUPERVISOR lwl[A\NAG 1EMIENT Ot SOUTHOLD TOWN HALL-P.O.Box 1179 53095 Main Road-SOUTHOLD,NEW YORK 11971 ' p Town of So u th o l d CHAPTER 236 - STORMWATER MANAGEMENT REFERRAL FORM ( APPLICANT INFORMATION TO BE COMPLETED BY THE APPLICANT ONLY FOR PROPERTIES ONE ACRE IN AREA OR LARGER. ) APPLICANT: (Property Owner, Design Professional, Agent, Contractor, Other) NAME: ��,.........._... �w_.� w_� ........_.._....._.....�._.� Date: .�_ w _...... _ . ___..... .w a�4-I TO Contact Information: _..... Ce°w.....�.... � ..,_, w.�.�.�_... ._w_.. w. ....w�.�.. (E-Mad&Telephone Number) ' 7EDTZ7 n Site: S.C.T.M. #: _1000 District 0�(� .._.._..w_w ww...._.._.__......... Section Block Lot TO BE COMPLETED BY SOUTHOLD TOWN ENGINEERING DEPARTMENT [� Area of Disturbance is less than I Acre. No S.P.D.E,.S. Permit is�ed 1 $_ -... Project does Not Discharge to Waters aters of the State. No S.P.D.E:. . Permit i:; Rec wired l ,area of Disturbance is Greater than I Acre& Storm-water Runoff Discharges Directly to 'Waters of the State of New York. THE APPLICANT MUST OBTAIN a S.P,D.E .S, Perri)it DIRECTLY From N.Y.S. D.E.C. Prior to Issuance of a Buildin Permit. ❑ _ Area of Disturbance is Greater than 1 Acre& Storm-water Runoff Flows Through Southold Town's MS4 Systems to Waters of the State of New York. THE APPLICANT MUST OBTAIN a S.P.D.E.S. Permit through the Southold Town En ineerin De arti'ieait Prior to Issuance of a Buildlag Permit. Reviewed B�: Date: �w w,.��.,.... FORM 1 SMCP-TOS December 2024 e c e`k-1 e `(((///lll f q3lg� Z 2> p y Z_ w m Z r0 O O Z 0 T -P _ 436.58' J ^ n w a E e, PAVER PATIO !` O M3ROPINO POOL \\A C::NEY,? 'PORCH _ � , 7� �S I co z ap / = Z m I GATE Q �T b UMRAGE. '%4 ` I co co (T ` o 314.98' r J I o w W f S' ��� _ � / ila ° D O V 127 Op I t m0 mZ I r'n r m (ga -U-S) avou NIVN II a3MId 13niNvs H3011d 30VH0 JO AN CINVI w LL CO z t d W Ir Lcrl' Lu 0 0 wo z LU U)w C6 cc" 'w z co 3 <: 0 ",;'> wUJ z 7 ON zo < CN ' o z I 'c, I I w ❑ fD w <co (D (D 6 x W 0 x < it P co x a so.Ps s LC C,4 D LO �o <Lf) 0 C') cli � w 41 >,2 L,- L) cli w Lu It t k w Cc-, w C-M 0 w 00 LD AW3A A co co Z > w < x re z w R CL < LLi (D w OF 0 (t- c < � SUS z M w w Fw z LL Oc�,, W 0 co z C—�a�,Zc LL w 08:2 0 z Z 0' 0 Ir z w 6 961 co M,�z ZP42 �N QL CID IV Lli ww < ?, LU (N 0 AA 00,6 e,R-P S I zCO O U- UM, 'w z >- 0)< CC) ui -j. , y U) 0- Z aCOo 0 0 m <C, t EXISTING WEST ELEVATION R I /��As v6°=1' I `J NEW DESIGN/BUILD Joseph Fischetti, P.E. MW Em ma PROFESSIONAL ENGINEER 1/9/26 ADDITION EXISTING 400 Diedricks Road EAST ELEVATION Orient NY 11957 ® ® � NEW PROJECT TEAM: ® ® ® Designer/Builder JI RIGAS CO 22260 main road,orient ny 11957 631 323 8022 c@dgasco.com Lot is 105,026 sf/2.41 acres . Engineer 7325 sf-Allowed GFA Joseph Fischetti,P.E. NORTH ELEVATION EXISTING 3,826 sf-Existing GFA (2,026 sf-1 st floor/1800sf-2nd floor) 1725 Hobart Rd,Southold NY 11971 1/8 —1 6317652954 1,31.1 sf-Proposed New Addition NEW 5,205 sf-Total GFA after addition(2,522 under allowable OFA) OF Kew —� Scale as Noted Asps-a Al S � EXISTING s � NEST ELEVATION RIGAS S-41 DESIGN/BUILD N Elul � I Joseph Fischetti, F.E. PROFESSIONAL ENGINEER —Ed .0... Mgigg P WsazizNi 1/9/2 6 ADDITION EXISTING 400 Diedricks Road EA5T ELEVATION Orient NY 11957 Uj I N PROJECT TEAM: will -771 Designer/Builder — oa o0 00 00� ---- -- RIGAS CO 22260 main road, orient ny 11957 631 3238022 c@rigasco.com Engineer Joseph Fischetti, P.E. NORTH ELEVATION EXISTING 1725 Hobart Rd, Southold thol NY 11971 631 954 0 N EN o Scale as Noted Z1 W ! loll, A 1 NEVN 1 STORY ADDITION EX15TINCG HOU5E (NO NORK) RIGAS r-- - - - - - - - - - - - - - - - --- �- - - - -� ON— DESIGN/BUILD e3ur% ine.v me"u 313+torw 6irsOe\ — — — — — — DN— — — New Office n I c U, — 1,11 ALCM 11 a 16"06 N Existing Den ti F New � Screened Porch in Joseph Fischettill P.E. 31 ttoRid/2" I Deck 20' $ Deck PROFESSIONAL ENGINEER 20 Post to Ridge � N— - - - - - - - - - - - - - - - - - -tos- - — o:o- - F 966e \ Media a 9 \ 7301 New Pwder Storage :o m I o � �m m T�6"•�� °0�°�o�do�r o�o Storage in ARlflclel Ll t m _ /toeo 0 closet -' a ®— — ,_ end ry R' � J 3�] 3a3iP* ]eea0" ]ee0r% 90600" Me d,.NcA Vendiel.to God. # o New HalMway I �xisting Window $ A r //fum into Molded Opening 9'-1112 1' v — �� — — — — 'oo= — — 2- Living Room Living Room 1/9/26 Storage g closet I ]e — I � Entry L— — — — — — — — — — — — — — —— — — — — — a I UP T ,oaat 15T FLOOR PLAN 1 a 3'-03/8" 1,311 sf Addition Laundry 1.Remove Existing Window as shown and Turn into Molded Opening to connect existing and new. ADDITION Kitchen 2.Build New 1 story Addltiion as shown $ 3.Match Basement Heights,Match floor heights to existing 1 st floor. Bath 4.2xb DF#2 wall framing,5/4"GDX Plywood Wall Sheathing,covered with Blueskln and Cedar Shingles to Match Existing 7Lw 5.2x10 DF#2 Roof Rafters,with LVL Ridge,3/4"GDX Plywood Roof Sheathing,Ice&Weather over entire new roof,new standing seam metal roof to match existing,new gutters and leaders to match existing and to drain into new drjAlells. 4OO D I e d r I C kS Road 6.All window and doors headers tro be(2)1 3/4"x q VT LVL � Foyer T.Insulation shall meet or exceed code requirements Pantry 8.Ceiling to be vaulted to follow roof line.Interior Walls and Ceilings shall be covered In sheetrock. Bedroom Orient NY 11957 9.Exterior Openings to be max U 0.30 3� 10.New Ducted Heat/AC In new addition UP 11.Electrical&Smoke/CO as per code In new addition. $ ]OS10W, 905,]OH 905,evH 1- 3M]W 2— Foyer TEAM: Designer/Builder Simpson LRU210Z Hangers RIGAS CO Both Sides 22260 main road, orient ny 11957 3/4"COX Sheathing &Strapping Over Ridge 2x a 631 3238022 Sheathing Full Ice&Water a@rigaseo.eom 12 ?I Standing Seam Metal Roof 4 < \ Engineer (2x) 1 3/4"x 16" < R4q Insulation LVL Ridge ;12.5A at Each Rafter H2.5A at Each Rafter Joseph Fisehetti, P.E. Walls to have R20 Insulation 2xb Walls with 1725 Hobart Rd, Southold NY 11971 3/4"COX Sheathing 631 7652954 /Blueskin Underlayment Cedar Shingle Siding a Post to Ridge 5/8"Anchor Bolt @ 36"OG 2xb DF#2 Plate " ;, 3/4"Advantech 5ubfloor,Glued&Nailed 2xb AGQ Sill Plate i Termite Shield �' : • ' �? 51115eal rj Scale as Noted 11 11b"TJI 230 FJ @ 16"Or,w R30 insulations rr •A`. n=_ r �(3) 11 .70'LVL Girder C 8"PG Wall ------_with#4 bar a, \ 16"OG each way 4"concrete Slab,reinforced with NM 4"Zip/Lally Column over compacted fill t New 45"x 45"x 12"concrete footing bx1 b Footing with keyway and(3)#5 Bars Section 51 with(4)#4 each way A2 1/4" = 1' 38' 20' 16' RIGAS - - r — j - - - - - - - - - - - - - - - - - - - - - - - - - - - - c - - - - - - - I DESIGN/BUILD - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -1 I F I I I I � � - - - - - - - f - - - - - - - - I I I _ — — — — _ -` _ _ - — - Joseph FIschettl, P. . r— I ; I 24"Dia"Bigfoot"Footings, I I PROFESSIONAL ENGINEER Buttress Footing To Sit on Undisturbed 5oil I I 4 'x 4 'x 12" Footing with (4)#4 bars each way , I I Beam Pocket Beam Pocket I I 1/9/2 6 / 10'-0 50,---: 10'-0 50, F 8'-3 3/8"—fir ��-8'-3 3/8" 20' I .---1 J (3x) 1 314'I x 11 1/5 " LYL Gir�er / J /- - -� � - - - - - �i - - - - - - - - - - - - - - - - �'� I ADDITION I I III II / I L - - - - - - - -, I I 4" Lally Column I / 1.] I I I y New Gravel New Basement in — ' 400 Died ricks Road tT � 195sf (4)#5 Bars Epoxied 1 Space _ - 8 NEW I Existing Orient NY 11957 u- I If. II i into Concrete - DOORWAY, II BAO5EMENfTG I Basement I I I .11 I - - - - - - - - - NolNork r- -J ��` IL- - - - - - - - - - \ I I w, F- - ----II - - - - - - - - - - - - -� - - - - - - - - - I r l PROJECT TEAM: �- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1 /4 1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Designer/Builder 38' 28' I RIGAS CO FOUNDATION PLAN I I 22260 main road, orient ny 11957 5/8"Anchor Bolt 2x6 DF#2 Plate I '•�� ( 631 3238022 @ 36"OG 2x6 AGQ 5111 Plate c@rigasco.com with washer&nut Termite Shield Sill 5eal - New Unfinishd Partial Basement, Partial Crawl Space as Shown r(2)#4 Bars Continuous I ''•' I - Footings 8" x 16" with (3) # 5 rebar, keyway, 4000 psi, damproofed with bituminous coating, Engineer g - Crawl Space Footings to be minimum 3' below grade on undisturbed soil. Basement I I g p 9 g Side Joseph Fischetti, P.E. - Basement walls 8" thick, q' high with rebar as per detail, match height to existing basement. I :�' I - 4" thick cellar and crawl space floor with 5tego 15 mil vapor barrier, wire mesh, and perimeter expansion joints #4 Bars @16"oc 1725 Hobart Rd, Southold NY 11971 Vertical V PG Wall & I I 631 7652954 Horizontal I I I I I 8x16 Footing with keyway and(3)#5 Bars I ' Scale: 1/4"= 1' I L_ Scale as Noted A3 RIGASr — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 620 — — — — — — — — — — DESIGN/BUILD ON \ 1 6256FX I ' I 2)2x10 AGQ GIRDER\ Joseph Fischetti, P.E. > M - I n x PROFESSIONAL ENGINEER New Office I z 2x10 AGQ DJ @ 16"oG N Existing Den I � I � New �I 0 3 1/2" x 4 1/2" Deck 20 20� Post to Ridge 1/9/2 6 — I Ledgerboard to be fastened to building with LedgerLOK screws(2 screws @12'oc) 51 m — — -- — — — — — — — — — — — — — — — — — - - - - - - - - - - - - — — — — — — — — — - - - - - - - - - - - - - - - - 6080 2020AN 3666 Media Storage New Powder I "�6 ADDITION ' ED I I o Room cc� ry Storage u, } + Artificial Light Gloset -' I 41080 and — — — — — — — — — — — — — — — — — — Mechanical Ventilation to code p I I 2665 400 D i e d r i c ks Ro a d 0. I I odzi New Hallway CC) z6xisting 1Nindow Orient NY 11957 ry � I I I i turn into Molded Opening Ln q'-1 1/2" 1' � _ _ — 30510DH- - - - - - - -30510DH - - - - - 26400H Storage I Closet I PROJECT TEAM: — — — — — — — — — — — — — — — — — — — — — — — — — — — . .3 0 4 0 D H — — — — — — — 3 0 4 0 D H— — — — — 38� Designer/Builder 15T FLOOR PLAN 1 /411 = 11 o RIGAS CO 1 ,311 sf Addition 24 22260 main road, orient ny 11957 631 3238022 1 . Remove Existing 1Nindow as shown and Turn into Molded Opening to connect existing and new. c@rigasco.com 2. Build New 1 story Additiion as shown 3. Match Basement Heights, Match floor heights to existing 1 st floor. 4. 2xb OF#2 wall framing, 3/4" COX Plywood Nall Sheathing, covered with Blueskin and Cedar Shingles to Match Existing Engineer 5. 2x10 OF#2 Roof Rafters, with LVL Ridge, 3/4" COX Plywood Roof Sheathing, Ice & JNeather over entire new roof, new standing seam metal roof to match existing, new gutters and leaders to match existing and to drain into new drywells. Joseph Fischetti, P.E. 6. All window and doors headers tro be (2) 1 3/4" x q 1/2" LVL Q 1725 Hobart Rd, Southold NY 11971 '1. Insulation shall meet or exceed code requirements 631 7652954 8. Ceiling to be vaulted to follow roof line. Interior Nails and Ceilings shall be covered in sheetrock. q. Exterior Openings to be max U 0.30 10. New Ducted Heat/AC in new addition 11. Electrical & Smoke/CO as per code in new addition. Scale as Noted A4 F- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - RIGAS DESIGN/BUILD 12 o 4 I Joseph Fischetti, P.E. A I PROFESSIONAL ENGINEER 3 1/2" x 4 1/2" Post to Ridge 20 (� 1= — — — — — — — — - - - - - - - - - - -.� (2x) 1 3/4"x 16" LVL Ridge 1/9/2 6 12 0 (2x) 1 3/4"x 16" LVL Ridge W_ ADDITION m 400 Diedricks Road T- - - - - - - - - - - - - - - - - - - - - Orient NY 11957 L— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —J 3S� PROJECT TEAM: ROOF PLAN r7 r; 1/4" = 1 ' Designer/Builder O ° ° O �r Ca ® Cz 0• �z' o • • ° ° I E RIGAS CO �,E,�R.RE ��,� � 22260 main road, orient ny 11957 « 631 3238022 b'O — _ I d45FD nN(H ',t' o• o 1/Mn••tAGYaEW -- - - - ii 1; _ c@rigasco.com l:n En Eb pnEErvi IFNCIH IR .t III .. 3 3 s,En.RNG c,oE o"o I� cu,EarunW�E znb'oso,l •!� ®® la nR<RR.En sREnmPRc ---- - -=-- - x € � uEreR•.mmE zno oss r i ° !II 411/4 11/2 11/4 1114E gWeer ni n SINK 13" w• o"asDW.on" wn .. oav vu z:�EnuEonErrt urcm ... ... .V. j wC. F.A.I. _ TYPICAL WINDOW OPENING »oA-11w o.: — — PANEL SPAN EQUAL OR SMALLER En�uanern uxem Q r SH NER THAN FEET ? '_—'-- - Joseph Fischetti, P.E. u a•ucscaEw o u�nxm wizN Ib•ac ° III ° 2 PANEL SPANGREATERDOOR THAN ING 1725 Hobart Rd Southold NY 11971 TYPICAL DOOR OPENING •- --- e 3 2 AND EQUAL THAN 4 nE i EE Eg51fxER_ m.aw J�1114 THAN 6FEET �R �.nW,Wa=.,ER= ' 631 765 2954 mp2 ".E 3 w wwmoFsaEws TYPICAL MULTIPLE OPENINGS ..sEoe"woRWi-R s•o PANEL SPAN GREATER THAN 6 FEET AND EQUAL OR SMALLER u01"o�'i^vxxEW RaoR wi�R lo•oc THAN 8 FEETEMRE"n[ni­c* WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL_ 4 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/I6" AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS.PANFIS SHALL BE PRECUT TO SLOPE"1/4"PER FOOT PITCH TO DRAIN TO APROVED 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 4"C.I. SEPTIC SYSTEM CONSTRUCTION CODE).THIS IS NOT A SUBSTITUTION FOR DESIGN-PRESSURE.ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. TRAP HOUSE 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. HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. PLUMBING SCHEMATIC SCALE: NOT TO SCALE Scale as Noted "Ise. �� A5 GENERAL NOTES WIND FRAMING NOTES NAILING SCHEDULE PLAN CONTENTS: 1).RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3RESIDENTIAL 1-1/4"x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. JOINT DESCRIPTION NOTES NAIL NAIL BUILDING USE RESIDENTIAL DWELLING When a collar tie is used in leu of a ridge strap,the number of 10d common nails required QTY. SPACING (SEE PLANS) RIGAS CONSTRUCTION NOTES' in each end of the collar tie need not exceed the tabulated number of Bid nails in the strap. RAFTER TO 8'WALL:3-8d COMMON EACH TOE-NAIL BUILDING HEIGHT SEE PLANS TOP PLATE 10'WALL:4-8d COMMONRAFTER TOTAL SQ.FT.OF CONSTRUCTION ( ) 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) 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 DESIGN/BUILD TO TOP PLATE 10'WALL:4-8d COMMONJOIST FRAMING ELEMENTS 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 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 DESIGN LIVE LOAD(PSF)R301.5 DESIGN DEAD LOAD(ESE)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 UNINHABITABLE ATTICS(NO STORAGE) 10 EXTERIOR(LIGHT FRAME)WOOD WALLS 15 RAFTERS GREATER THAN 3:12 PITCH 4/180 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) OVER PARTITION WFCM-SBC LAP NAIL HABITABLE ATTICS AND 30 INTERIOR(LIGHT FRAME)WOOD WALLS 10 INTERIOR WALLS AND PARTITIONS H/180 2).The General Contractor is responsible for ensuring that all work and construction 3).WALL-TO-WALL ASSEMBLY: COLLAR TIE AS PER TABLE 3.4 EACH FACE ATTICS WITH FIXED STAIRS INTERIOR(LIGHT FRAME)STEEL WALLS 5 FLOORS U360 meets current federal,state,county and local codes,ordinances and regulations,etc. Wall studs above and studs below a floor level shall be attached with uplift connections in EXTERIOR BALCONIES AND DECKS 40 These codes are to be considered as art 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(8^THICK) 8o CEILINGS(PLASTER,STUCCO) t/36o P P g should be adhered to even if in variance with the plan. studs shall with table 3.3. TO RAFTER 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) U240 accordance wi 2-8d END NAIL SIP WALLS 10 COMMON GUARDS AND HANDRAILS 200 ALL OTHER STRUCTURAL MEMBERS U240 3).Dimensions shall take precedent over scaled drawings. RIM BOARD EACH END • s e h ett I F.E. GUARD IN-FILL COMPONENTS 50 VEHICLE GARAGES(R301.5)PER 20 SQ.IN.20001bs EXTERIOR WALLS(PLASTER.STUCCO) H/360 Joseph FIPASSANGER VEHICLES 50 EXTERIOR WALLS(BRITTLE FINISHES) H/240 4.WALL ASSEMBLY TO FOUNDATION: 2-16d COMMON (DO NOT SCALE DRAWINGS). ) TO RAFTER END NAIL NON-SLEEPING ROOMS 40 First wall studs shall be connected to the foundation,sill plate,or bottom plate with uplift 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 PROFESSIONAL ENGINEER 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. SPACINIG 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 use of these plans. spacing is to be spaced and sized in accordance to table 3.2a.In addition to spacing, TOP PLATE TO 2-16d COMMON PER 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 JOINT'S 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 that masonry or prefabracted fireplaces meets 5).TYPE I EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACE EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE or exceeds manufacture's specifications and applicable codes. Type I exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior STUD 2-16d COMMON 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. HEADER TO 16"O.G. FACE 7).The General Contractor is to consult with the owner for all built-in items 1/2 inch gypsum wallboard on the interior attached with Sd cooler nails at 7"D.C.at panel 16d COMMON SMOKE&CO2 DETECTORS CARBON MONIXIDE ALARMS TO COMPLY WITH R315 NYS. such as bookcases,shelving,pantry,closets,trims,etc. edges and 10"D.C.in the field shall be in accordance with the length requirements specified HEADER ALONG EDGES NAIL in table 3.15a-b. TOP OR BOTTOM 2-16d COMMON PER 2x4 STUD END TRUSS DESIGN N/A-STANDARD STICK FRAME CONSTRUCTION 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 11 EXTERIOR SHEARWALL CONNECTIONS: BOTTOM PLATE FLOOR JOIST BAND JOIST, 2-16d COMMO / /� FOUNDATION NOTES: Type 11 exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate PER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA 9 length adjustment factors in table 3.16. , , FOOT SEE NOTE:1,2 1).The General Contractor and Mason to review plans,elevations,details and notes to END JOIST OR BLOCKING GROUND WIND SEISMIC FROST WINTER ICESHIELD determine intended heights of finished floor(s)above typical grade. 7).INTERIOR SHEARWALL CONNECTIONS: SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT FLOOD FLOOR FRAMING: 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 undisturbed(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. 20 PSF 130 B SEVERE 3 FT. 17 NONE P Y• TO HEAVY MODERATE 3).Provide 1/2"expansion joint material between concrete slabs and abutting JOIST TO: PER TOE concrete or mason walls occurin in exterior or unheated interior areas. SILL,TOP PLATE OR GIRDER 4-8d COMMON JOIST NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: masonry g 8).CONNECTIONS AROUND EXTERIOR WALL OPENINGS: Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE 4).Any new concrete walls being attached . existing concrete structure shall with table 3.5.Window sill plates shall be have steel connectors in accordance with table TO JOIST 2-Bid COMMON END NAIL SHEATHING LOCATION AT PANEL EDGES SUPPORTS IN THE PANEL FIELD NAIL SPACING NAIL SPACING AT INTERMEDIATE be installed with#5 re-bar,18"long at 12"o.c..Use approved epoxy for installation. 3 5 Bid COMMON EACH TOE 2 BLOCKING NOTES - 5).Unless otherwise noted,all slabs on grade to be 3000 p.s.i..Concrete to be TO JOIST 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 or ravel fill with 6x6 wire mesh reinforcing.Interior slabs 9).CATHEDRAL CEILING ASSEMBLY: P g g BLOCKING TO: EACH TOEEE NOTES:1 (BOTH FIELDS) to be minimum 3-1/2 inch thick.All fill to be compacted to 95%relative density with Where a ridge is to be used as a structural beam,the rafters shall either be notched and 3-16d COMMON INTERIOR ZONE 8d COMMON @ 6"O.C.O8d COMMON @ 12"O.C. NOTE:2 FOR PANEL FIELD 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 400 D i e d r i e ks Road along the open ceiling part of the building.Connections to the ridge and wall shall be be LEDGER STRIP EACH FACE GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4"O. . 8d COMMON @ 4"O.C. SEE NOTES:1,3 6).Crawl spaces to be provided with a minimum 18"x24"access opening.Install one 3-16d COMMON attached with the above requirements. TO BEAM JOIST NAIL 8x16 cast iron foundation vent for every 150 sq.ft.of area. NOTES Orient N Y 11957 DECK AND COVERED PORCH NOTES: JOIST ON LEDGER 3-8dCOMMO PER TOE 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 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, PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. 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. BAND JOIST TO: 2-16d COMMON Girders on concrete piers shall be anchored with proper steel connectors anchored SILL OR TOP PLATE FOOT SEE NOTE:1 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"Ion anchor bolt with washers and nuts. F _ THIN For framing members with<0.42<G<0.49,the nail spacing shall be reduced to 6 inches o.c. 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 Edition Wood Framing Construction Manual. 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.nail spacing assumes sheathing to rafter/truss framing members with G>0.49.For below grade.Porches with covered roofs shall have 12"dia.concrete piers for the girders. AS PER TABLE 3.8 framing members with 0.42<G<0.49,the nail spacing shall be reduced to 3 inches o.c. 2).Unless otherwise noted,all framing and structural wood material to be#2+BTR. g P g STRUCTURAL PANEL 8d WFCM-SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS: Douglas Fir. 4).Deck joists to have blocking at 8'0 o.c.. CEILING SHEATHING: NAIL SPACING NAIL SPACING AT INTERMEDIATE SHEATHING LOCATION 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. JOINT DESCRIPTION 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) where needed. GYPSUM 7" O.C.EDGE NOTE:2 FOR PANEL FIELD PROJECT TEAM: 4).Unless otherwise noted,all bearing wall headers to be(2)2x10#2+BTR.Doug.Fir. 5d COOLERS INTERIOR ZONE 8d COMMON Bearing wall headers to have(2)jack studs and(2)full length studs on each side of all WALLBOARD 10"O.0.FIELD @ 6"O.C. 8d COMMON @ 12"O.C. SEE NOTE:3 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 NOTES 7).All joists to be supported with hangers and anchors.Each Joist shall also be anchored openings between 4'1 and 60 and 2x6 wall openings between 5'11 and 8'9.Provide fire to girder(s). JOINT DESCRIPTION NAIL NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. and blocking where applicable. QTY. SPACING 5).All flush beams/headers to be installed with heavyduty galvinized hangers and 8).Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL 8d COMMONAS PER TABLE 3.9 1).For wall sheathing within 4 feet of the corners,the 4 foot edge zone attachment requirements shall Designer/Builder Y ; g PANELS WFCM-SBC be used. anchors where applicable to all connecting joists. PLUMBING NOTES 7/16"OSB 6d COMMON 3"O.C.EDGE PLYWOOD 2.Tabulated 12 inch .c.nails spacing assumes sheathing h 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 6"O.C.FIELD ) o p g s h g attached to stud framing members with Floors to have ceramic tile installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM WALLBOARD 7" O.C.EDGE G>0.49.For framing members with 0.42<G<,the nail spacings shall be reduced to 6 inches D.C. R I GAS C O on plans. Sd COOLERS 10"O.0.FIELD 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. 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 SHEATHING: 22260 maul road, orient ny 11957 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. 631 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. O 2 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 ,"OR LESS sd COMMON,2"O.C.FIELD (5.7 SQ.FT.2ND.FLOOR) c@rigasco.com 9).Provide blocking/bridging in floor joists at 8'0 o.c..Use solid blocking in floor joists MIN.44"SILL-AFF under all bearing walls. NOTES: NYS Residential Code Provided 1-FIRE BLOCKING REQUIRED 1).Mechanical subcontractor is responsible for adhearing to all applicable codes and safety Fireblo<king 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 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 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 telling and floor levels.Concealed horizontal furred spaces shall also be fireblocked at intervals not exceeding 10 Engineer equipment supplier. feet.Batts or blankets of mineral or lass fiber shall be allowed as flreblockin In walls constructed 11).Unless otherwise noted,all roofs and walls o have a minimum 1tes thick,headers. Fir 1 .Nailin re uirements are based on wall sheathing g g CDX exterior sheathing grade plywood.Plywood to cover over plates and headers. ) g q g SOIL COMPACTION: using parallel rows of:Inds or staggered nods. 3).HVAC subcontractor to provide final system layout drawing and submit it to the General nailed 6"on-center at the panel edge.If wall sheathing 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. adhered with PL400 adhesive and screwed to floor joists.Finished floor to be installed ELECTRICAL NOTES: shear capacities,nailing requirements for structural REMOVE AND ADD ADDITIONAL FILL AS NEEDED. members shall be doubled,or alternate connectors, 3).In concealed spaces between stair stringers at the top and bottom of the run.Enclosed spaces Joseph F i S C h ett i P.E. Over subfl Oor as per manufacture's 2).s Instructions. 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 a5 per N.Y.S.Residential Construction Code. SUCH as Shear plates,shall be Used t0 maintain load path. DENSITY(PER ASTM D 698 AND ASTM D 1557).COMPACT THE 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 1725 Hobart Rd Southold NY 11971 2).When wall sheathing is continuous over connected TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION flame and products of combustion. , 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. members,the tabulated number of nails shall be permitted c�] to have regular 1/2"sheetrock.All walls to be taped and finished. P 3).DO NOT BACUBFL UNTILL FIRST FLOOR DECK CONSTRUCTION. 5).For the fireblocking of chimneys and fireplaces,as required by current N.Y.S.Residential Code. 631 7652954 3).All electrical work to comply with 2014 NEC. to be reduced tol-16d nail per foot. INCLUDING sueFLooR,Is COMPLETE. 14).All roof with a pitch less than 4:12 shall be installed with an Ice&Water barrier or approved equal.Flat roofs shall be applied with a Fiberglas base sheet with an EPDM 4).Install Smoke detectors and Carbon Monoxide detectors throughout as per section R314 torch down type material over. and R315 of IRC. 16).All sill plates and wood in contact with concrete to be pressure treated.Sill plates to EXTERIOR FIBERGLASS COLUMNS TO BE HB&G be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. OR APPROVED EQUAL.INSTALL WITH CAP AND BASES.USE WITH FLASHING CAPS TO COVER TOP Scale as Noted '9♦�i �ta.�' "� y '4, A7 WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT & GOOD CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. KING STUDS RIGAS RAFTERWALL WALL STUD DESIGN/BUILD LND CRIPPLE STUD BOTTOM PLATE J . 1�M —9 1 RIDCE LEDGER BATHTUB HEADER DOUBLE JOIST SIDEWALL RAFTER JACK STUDS FLOOR t15P NUMB Eft DESCRIPTION APPLIC ATICJN Joseph i=ischetti ice. 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 CONNFCT TO 1 SIDF_ OF ALL CORNERS ON LOCATION USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION RAFTER SIZE I;SP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP JOIST DIRECTION WITH (2) JOISTS. UNDER WALL. 2ND. ADS5 ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH ALL OPENINGS LSTA12 1-1/4"x12" 209a. STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1/4"x24" 209c. STRAP API Lr OVER RIDGE TO EACH RAFTC 2x6-2.8 LS26 18ga. SLOPE HANGER PI'LY 10 LACH RAF IER / LEDGE K FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE HE FLOORS TO EACH OTHER W/ THREADED ROD. ALL OPLNINGS RT.3 OR RT7 TYDOW'N ANCHOR APPLY TO EACF+ CRIPPLE STUD 2X10 LS210 18ga. SLOPE HANGER[APPLY TO EACH RAFTER / LEDGER BLOCKING 024"OC PROFESSIONAL ENGINEER WALL STUD THROUGH-ROOF EXHAUST VENTS SELECTED AND LOCATED BY CONTRACTOR METAL STRAP CRICKET AT TOP-SIDE OF VENTILATION CHANNEL RIM HOARD CHIMNEY AS REQUIRED RAFTER WALL SHEATHING RAFTERS MAINTAIN SILL PLATE(S) VENTILATION WOOD JOIST SIDEWALL FLASHING FOUNDATION TOP PLATE BLOC KIN; ' - - - FINISH WALL AND MOISTURE —2x4 LKINE BLOCKING STAPPING TO BE ATTACHED TO WAI I_ STUDS 048`OC BARRIER TO LAP FLASHING 2x4 SOFFIT JOIST AT WALL_ W MAINTAIN GAP 41ATTIC SHALL FREE PROVIDED WITH A FASCIA 1/9/2 6 AND ALL WINDOW/DOOR OPENING JACK STUDS BETWEEN WALL FINISH AND MINIMUM NET FRCS VENTILATING AREA _ ROOFING TO AVOID SOAKING NOT LESS THAN 1/150 OF THE AREA OF GUTTER FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION WALL STUD THE SPACE VENTILATED. ALL OPENINGS WOOD GIRDER INSTALL 4'0" O.C. �. SHALL BC COVERED WITH CORROSION- ONTIN. SCREENED VENT 4" - 8" LSTA24 1-1/4"x24" 20ga. STRAP AND JACK STUDS RESISTANT METAL MESH WITH MESH ONTI`l. SOFFIT/ EXT. PLYWOOD ON ALL OPENINGS PROVIDE HEMMED EDGE AT OPENINGS OF 4a INCH IN DIMENSION. FLAINSTALL 4'0" O.C. AND S^JG TO FORM CHANNEL LOCATION II'_;P NUMBER OL SC RIPDON APPLIC,ATIOT. SOFFITED EAVE AND SO AS TO MAINTAIN AIR 8•' - 14" LSTA30 1-1/4"x30" 18go. STRAP AND JACK STUDS _ / - GAP TO PREVENT CAPILLARY CONNECT TO P v 4" - 6' RAFTER RT10 10-3/4" x 18go. TYDOWII ANCHOR EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND ON ALL OPEN, ENINCS / `„ � ACTION INSTALL 4'00' O.C. / ,•ONNECT TU 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 20ga. TYDOWN ANCHOR EACH RAFTER SOFFITED EAVE DETAIL ON ALL OPENINGS KEEP ROOFING NAILS OUT 2ND. FLOOR WALL OF FLASHING ROOFING LAPS BASE FLASHING 4 INCHES \ BASE FLASHING WRAPS CORNERS, RAFTER \/ EXTENDS UNDER SHINGLES AT I RIDGE CAP H SAME SIDES 4 INCHES AND LAPS MATERIAL AS ROOFING V. SHINGLES AT BASE MIN. 4 INCHES NAILED TO SHEATHING THROUGH VENT 400 Diedricks Road WOOD JOIST �..T1_ TOP PLATE 1, Orient NY 11957 SIDE WALL FLASEi'NG GIRDER/HEADER WOOD JOIST 1ST. FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS®48"OC AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES, SIDEWALLS, WALL STUD "LOOK J06T DEP iH :I;P NUMBER DESCRIPTION APPLIC A"LION AND RAKES -- PROVIDE HEMMED EDGES SO RAFTERS AS TO FORM DRAINAGE CHANNELS AND INSTALL 4'0" O.C. PREVENT CAPILLARY ACTION 4" - 8" LSTA36 1-1/4"x36" 18go. STRAP AND JACK STUDS LOCATION USP NUMBER DFSC RIP TION APPLICATION PRE-MANUFACTURED KEEP SHEATHING MIN. 1-1/2" ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH ON ALL OPENINGS CONNECT EACH RIDGE VENT FOLDS FROM PEAK. TO ALLOW FREE THE PROPER STEEL CONNECTOR. RAFTER/PLATE RT15 TYDOW'N ANCHOR RAFTER TO PLATE OVER RIDGE TO AIR PASSAGE IF ABLE, SET FIR JOISTS APROX. 1/2'. HIGHER THAN LVL HEADERS INSTALL 4'0" O.C. 8" - 16" M1SIA48 1-1/4"x48" 16ga. STRAP AND JACK STUDS CONFORM i0 S!OPE ON ALL OPENINGS PLATE/WALL SPTH4 STUD PLATE ANCHOR CUNriEC1 UVLR OF ROOF TO ALLOW FOR SHRINKAGE. & REDUCE BUMP OUTS PLATES TO EACH STUD DBE. SILL PLATE TERMHE SHIELD �—SUBFLOOR SILL GASKET - WOOD JOISTS TYP. CCHC. FOUNDATION CONE. SLAB GASKET /r 2x6 /2x8 CONTINUOUS WOOD PLATE DAMPPROOF EXTERIOR ` 6 MIL. POLY Va BOLTED A. STEEL BEAM WITH PROJECT TEAM. GRANULAR FILL 6MI! POLY ON EXTERIOR \' ' � ---- I 1/2 DIA. BOLTS ® 48" o.c. STAG ' V I STEEL COLUMN " I C ° I STEEL BEAM C ROOF JACK X� A u " CONC. SLAB '0 _ `'• \ n S• u 1.� " ANCHIA, BOLT EMBEDMEN is 4" x 1/4" x B" STEEL BLOCKD WALL 1 COMPACT FIT[ • O . 1 ROOFING LAPS 5"CONCRETE: TOP AND BOTTOM PLATE 'A v V °' • C • 1 ° FL ASHINC AT WITH 1/2" x 6" ANCHOR BOLT KEYWAY FOOTING o A �•p •. p Q CONE. FTC SIDES ANU TOP Designer/Builder c •� �'0 G o USE WITH 3x3 SOIJ ARF WASHERS 1/2" GROUT •° O ANCHOR BOLT CONNECTION (USP LB PS58 OR BP583) I 3" STEEL COLUMN p REINFORCING BAR ANCHOR BOLT CONNECTION FOUNDATION 5/8" DIA. ANCHOR BOLT - I DRAIN TILE p • SUPPORTING MAXIMUM SPACING FLASHING LAPS _ ( 10 KIPS ) SILL PLATE TO FOUNDATION ROOFING AT BOTTOM - - - CRAWL `;'PACE OR FOUNDATION 1 STORY 72" OC TYPICAL_ BEAM DETAIL RIGAS CO TYPICAL CONE. FOUNDATION. APPLY PILASTERS SILL PLATE TO FOUNDATION 2 STORIES 36" OC WHFRE NEEDED FOR STRUCTURAL BRACING. MIN. 3" STEEL COLUMN ANCHORED TO 24"x24"x12" CONC. FTG. CRAWL SPACE OR FOUNDATION) STEEL / BOTTOM BEARING ALL BOTTOM PLATE TO FOUNDATION 1-2 STORIES 57" OC ROOF JACKS & VENTS DETAfI. 22260 main road, orient ny 11957 SLAB-ON-GRADE SUBFLOOR 631 3238022 CONIC. SLAB / 11 DOOR FRAME c@rigasco.com rlgaSCo.Com C OMPAC OFWWM GILLD�RRGE JOIST II USE 2X8 STEEL BEAM FOR BLOCKOUT ' 4" SLAB ' P.T. PLATE W/ 6X6 WMM n I I SLOPE 1 • 4"DRIVEWAY —�' NOTCH JOIST AND ADJUST HEIGHT ' 1/2" AIR S�E < 1 < • .7 1 (WITH A NAILING PLATE II NFf_DED) AT END AND .' / 70E RAD • 4 /•---«'----- -----' c Y4 "AMS°F WOOD ( OVIDE STRAPPING TO KEEP JOISTS ALIGNED) Engineer .�• n'e TO BE APROX 1 2" OR.HIGHER THAN �tT•Q `� O o' O e• . ••• • • STEEL BEAM TO ALLOW FR SHRINKAGE c ° PR ED 4 a a c T(= (T1- 0 1! o B 6X6 W.W.M. _ _ ° =TI M N. `, 'n.0 n p A ,Q Q`,Q a . •° O o °O SUBFLOOR ` n•� ��_NOTCH BEAM FOR MUDSILL IF REQUIRED -- MAXIMUM _ ° • ° „ o �� °F n REINFORCING BAR NOTCH EQUALS 1/4 DEPTH OF BEAM fJ °O ° I—IIIST .O •s REINFORCING BAR e . 1— ° DRAIN TILF I ►I •° SHEET METAL / 30# FELT UNDER BEAM AT POINT I� L. A �.°�e° 1T STEEL BEAM Joseph Fischetti, P.E. ee 12 OF CONTACT WITH CONCRETE OR CONC. BLOCK ILL_ITT— fT!—FTT—ili_TI c e 3• PLATE (BOLTED TO BEAM)SHIMS TO LEVEL BEAM 1725 Hobart Rd Southold NY 11971 TYPICAL CONIC. MONOLITHIC FOUNDATION. REINFORCE WITH (2) //4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. �. � , REINFORCE FOOTING WITH (2) #4 REINFORCING BARS. 631 765 2954 3" MINIMUM SCARING SURFACE FOR WOOD BEAM GARAGE DOOR BLOC KOUT BEAM POCKET il►. ` Scale as Noted A8