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HomeMy WebLinkAbout52100-Z TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK"S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 52100 Date: 07/14/2025 Permission is hereby granted to: Khedouri Ezair 931 Madison Ave New York, NY 10021 To: Construct an accessory garage to a single-family dwelling as applied for. Premises Located at: 25350 Route 25, Orient, NY 11957 SCTM# 18.-6-14.5 Pursuant to application dated 05/22/2025 and approved by the Building Inspector. To expire on 07/14/2027. Contractors: Required Inspections: Fees: Accessory-New Structure $2,129.00 CO Accessory Structure $100.00 Total S2,229.00 Ki-Iding Inspector 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 htt )s://www.southoldtowniiylov d a^.p rK.aevlk Date Received APPLICATION FOR BUILDING II For Office Use Only PERMIT NO. O� Building Inspector: : Applications and forms must be filled out in their entirety.Incomplete applications will not be accepted. Where the Applicant is not the owner,an Building i ep rfin nt Owner's Authorization form(Page 2)shall be completed. Town of Southold! Date: J — I C1— ZCJZ`5 OWNER(S)OF PROPERTY: Name: V I L SCTM#1000- Ic� _ (J(o- 1AJ, Project Address: Z'S�jQ Phone#: �t��— Z_s� Email: ®�� � �'nkA Mailing Address: �CV Eol -r CONTACT PERSON: Name: VU ZZ�JGJGJ Mailing Address: — � )( � v��T O'" � ,L)� �, �`�t~�"� Phone#:�1 _Z,;Z$5 .19eq , Email:wi`li4m,kc Aff w-tani2oildiA DESIGN PROFESSIONAL INFORMATION: Name: A41f,�> Mailing Address:ZZsS-zS F-�+ D —T 114 �i LA Phone#: �Tj`—Z7 _CeH1 Email: CONTRACTOR INFORMATION: Name: Mailing Address: L ,5 ,cp Phone#: EEmail: DESCRIPTION OF PROPOSED CONSTRUCTION D E New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other Will the lot be re-graded? ❑YesXNo Will excess fill be removed from premises? ❑Yes 9vo 1 PROPERTY INFORMATION Existing use of property: Intended use of property: L Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? ❑Yes El No IF YES, PROVIDE A COPY. ❑ Check Box After Reading: 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 name): wIL4,r 1. v4LL� gAuthorized Agent ❑Owner Signature of Applicant: Date: STATE OF NEW YORK) SS: COUNTY OF i7UeFCL-V—) J being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract)above named, (S)he is the CI, (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 nn r1 day of I Y l ,20 Q5 o EVE L.GATZ-SCHWAMBORN NOTARY PUBLIC.STATE OF NEW YORK Registration No.OIGA6274028 PROPERTY I • UT f (Z "III 10 Qualified in Suffolk County . .... .. .�....... .. .. Commission Expires.Dec.24,20- (Where the applicant is not the owner) I, V,�4p-ocu E j_ residing at ZS Z,2SC7 F-,4>L- 6 E:- ZS d�— � L . �►� do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date eXZAL Print Owner's Name 2 44 CIO Town Hall Annex ��e � � Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O. Box 1179 Southold, NY 11971-0959 , BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date: - - " Owner: V""-pezu_ � Location of Property: Z 305'- �E_ ZS t AIL4 Please take notice that the (check applicable line): �X NewDmimrrcig qq2isidential tructure Addition to existing commercial or residential structure Rehabilitation to an existing commercial or residential structure to be constructed or performed at the subject property reference above will utilize (check applicable line): Truss type construction (TT) Pre-engineered wood construction (PW) Timber construction (TC) in the following location(s) (check applicable line): Floor framing, including girders and beams (F) Roof framing (R) Floor and roof framing (FR) Signature: Name (person submitting his forrn): Capacity(check applicable line): Owner Owner representative TrussReg15.docx Effective 1/1/2015 SUFFQ Albert J. Krupski, Jr. , SUPERVISOR I��l[A\NA\G]EI��I[]EN'7C' SOUTHOLD TOWN HALL-P.O.Box 1179 0 53095 Main Road-SOUTHOLD,NEW YOAK 11971 Town of Southold CRAffER 236 - STORMWATER MANAGEMENT REFERRAL FORM r ( APPLICANT INFORMATION TO BE COMPLETED BY THE APPLICANT �! ONLY FOR PROPERTIES ONE ACRE IN AREA OR LARGER) ; tl APPLICANT: (Property Owner, Design Profession , Age ontractor, Other) + s NAME: Date: r'umE° ti w dIP A Contact Information: `I iA i °E-Wil&l elephnne Numhe4 Ne r ° E ert Address / Location of Construction Site: .`I i S.C.T.M. #: 1000 District i� I,. Section Block Lot k�r E TO BE COMPLETED BY SOUTHOLD TOWN ENGINEERING DEPARTMENT ` - - - - - - - - - - - - - - ° Area of Disturbance is less than 1 Acre. No S P.D,E•S, Permit is Rer�uir•ed ritl - r Project does Not Discharge to Waters of the State, d l d 0 - Area of Disturbance is Greater than I Acre&Storm-eater Runoff Discharges Directly p! to Waters of the State of New York. THE APPLICANT MUSS"'OBTAIN a S.RD.E.S. Per~mit' Il; DIRECTLY From N,YS, D:E»C.Pr�lor to Isuance of a Builditt Pei trot. �' �ra - Area of Disturbance is Greater than I Acre&Storm-water Runoff Flows Through Southold p Town's MS4 Systems to Waters of the State of New York. THE APPLICANT MUST OBTAIN q is a S.P.D E.a. Permit tlrrou h the Southold Town En lneerirr De artrs�errt i i, PriCrr to Iuarree of a Bt�ildiri Permit. a r= �Iz Date: +1 Reviewed By: r FC1RM " CMC'P-TC1C flrtnhPr 7(11Q 13P#- 5 a i oo7' 71 e DESIGN AND EXPLANATORY N J $-L" 1`�, OFFICE: NOTES CUTCHOGUE, N MORTON BUILDINGS GENERAL SPECIFICATION JOB NO. 1.) ALL PLOT PLANS AND RELATED DETAILS SHALL BE PROVIDED BY OWNER UNLESS 1 28-1 41 399 LAMINATED COLUMNS - NO. 1 OR BETTER SOUTHERN YELLOW PINE NAIL LAMINATED 3 MEMBER S4S COLUMNS INCORPORATED AS PART OF THESE DRAWINGS. NAILED 8"O.C. STAGGERED ON EACH SIDE WITH 4" NAILS. 2.) MORTON BUILDINGS GENERAL SPECIFICATIONS APPLY UNLESS INDICATED MFS PRE-CAST CONCRETE COLUMN - MORTON BUILDINGS FOUNDATION SYSTEM IS A PRE-ENGINEERED, DIFFERENTLY ON SPECIFIC JOB DRAWINGS OR SUPPLEMENTAL INFORMATION. 10,000 PSI, STEEL REINFORCED COLUMN FOR BELOW GROUND INSTALLATION. DESIGNED TO BE 3.) NO ONE MAY ALTER ANY ENGINEERING ITEM UNLESS ACTING UNDER THE MECHANICALLY FASTENED TO ABOVE GROUND NAIL LAMINATED COLUMNS. THE SYSTEM IS DESIGNED TO DIRECTION OF THE LICENSED / REGISTERED ENGINEER . RESIST BOTH AXIAL AND BENDING FORCES. 4.)O THE PRECEDING SYMBOL IDENTIFIES ITEMS THROUGHOUT THE PLANS THAT ARE FOOTINGS AND ANCHORAGE - COLUMN HOLES ARE DUG A MINIMUM DEPTH OF 4'-0" BELOW GRADE NOT PROVIDED BY MORTON BUILDINGS, INC. OR MORTON BUILDINGS' (SEE PLANS FOR DIAMETER AND DEPTH). tAFS PRE-CAST CONCRETE COLUMNS ARE PLACED IN THE HOLE. SUBCONTRACTORS AND ARE THE OWNER'S RESPONSIBILITY. CONCRETE (MINIMUM COMPRESSIVE STRENGTH 2500 PSI) IS POURED IN PLACE TO THE SPECIFIED THICKNESS (SEE PLANS FOR REQUIRED THICKNESS ABDVE AND BELOW THE COLUMN). THE COLUMN IS THEN BACKFILLED WITH SOIL AND COMPACTED AT 8" INTERVALS OR BACKFILLED WITH CONCRETE (SEE PLANS). TREATED LUMBER -- PRESSURE PRESERVATIVE TREATED LUMBER OTHER THAN LAMINATED COLUMNS ARE NO. 1 OR BETTER SOUTHERN YELLOW PINE AND CENTER MATCHED OR NOTCHED AND GROOVED OR S4S. PRESSURE TREATMENT TO GROUND CONTACT RETENTION WITH PRESERVATIVE TREATMENT COMPLYING WITH USE CATEGORY UC4B (AWPA OR ICC-ES) AND IN COMPLIANCE WITH USEPA GUIDELINES AND STANDARDS. • o FRAMING LUMBER -SIDING NAILERS ARE 2x4 S4S OR 2x6 SPF NO. 2 OR BETTER SPACED APPROXIMATELY 36" O.C. WITH ALL JOINTS STAGGERED AT ATTACHMENT TO COLUMNS. ROOF PURLINS ARE 2x4 S4S NO. 2 OR N BETTER ON EDGE SPACED APPROXIMATELY 24"O.C. ALL OTHER FRAMING LUMBER IS NO. 2 OR BETTER. co W ROOF TRUSSES - FACTORY ASSEMBLED WITH 18 OR 20 GAUGE GALVANIZED STEEL TRUSS PLATES AS REQUIRED AND KILN DRIED LUMBER AS SPECIFIED, IN-PLANT QUALITY CONTROL INSPECTION IS CONDUCTED UNDER THE z W AUSPICES OF THE TPI INSPECTION BUREAU. TRUSSES ARE DESIGNED IN ACCORDANCE WITH CURRENT z STANDARDS AND SPECIFICATIONS FOR THE STATED LOADING. SIDING & ROOFING PANELS (FLUOROFLEK 1000 TIM) -0.019" MIN., G90 GALVANIZED OR AZ55 GALVALUME STEEL WITH AN ADDITIONAL BAKED-ON 70% PVDF FINISH WITH A NOMINAL 1 MIL. PAINT THICKNESS ON EXTERIOR. TRIM- DIE-FORMED TRIM OF 0.017" MIN., G90 GALVANIZED OR AZ55 GALVALUME STEEL ON GABLES, RIDGES, CORNERS, BASE WINDOWS, AND DOORS WITH SAME FINISH AS ROOFING OR SIDING PANELS. ( / GUTTERS -5" OR 6" K-STYLE, .030 HIGH TENSILE ALUMINUM GUTTER, 70% PVDF FINISH TO MATCH TRIM, ON BOTH `ij SIDES OF THE BUILDING. z 2x4 Fl F1 MFS 09/20 st: z W O O : ' o 0 Lu I in 12 %0 J e,. z ja: O X 0 V z N W W EL N 8 z DRAWN BY.• ANU BUILDING DESIGN CRITERIA DATE 4/2/202 CHECKED B Y.• TJ L CURRENT LUMBER SPECIFICATIONS (06-01-2013) USE GROUP U SIZE DESCRIPTION BENDING VALUE Fb CONSTRUCTION TYPE VB DATE: 4/10/20 5 SHEET INDEX RISK CATEGORY II 2x4 NO. 2 SPF 1313 PSI REVISED DATE.' ---- SHEET # DESCRIPTION 2x4 NO. 1 SYP 1500 PSI BUILDING AREA 4008 SQ. FT. REVISED DATE. ---- G1 OF G1 SPECIFICATIONS &SHEET INDEX 2x4 2100f MSR SPF 2100 PSI ROOF SNOW LOAD 20 PSF REVISED DATE.' ---- 2x6 NO.2 SPF 1138 PSI GROUND SNOW LOAD 20 PSF REVISED DATE. ---- S1 OF S7 COLUMN PLAN 2x6 NO. 1 SYP 1350 PSI WIND SPEED (VULT) 130 MPH S2 OF S7 TRUSS PLAN & DETAILS S3 OF S7 TRUSS DRAWINGS & DETAILS 2x6 2100f MSR SPF 2100 PSI WIND SPEED (VASD) 101 MPH I HEREBY CERTIFY THAT THE STRUCTURAL DESIGN FOR THIS 2x6 2400 MSR SYP 2400 PSI BUILDING WAS PREPARED BY ME OR UNDER MY DIRECT S4 OF S7 ELEVATIONS 2x8 NO. 1 SYP 1250 PSI SUPERVISION AND THAT I AM A DULY LICENSED/REGISTERED S5 OF S7 SECTIONS & DETAILS 2x8 2400 MSR SYP 2400 PSI PROFESSIONAL ENGINEER. NE41 S6 OF S7 SECTIONS & DETAIL 2x10 NO. 1 SYP 1050 PSI S7 OF S7 DETAILS 2x10 2400 MSR SYP 2400 PSI BENJAMIN J. ZOBRIST, P.E. �j'�P P�1N J. I0 ;p, ben.zobrist@allieddesignaes.com 2x12 NO. 1 SYP 1000 PSI * m�" J'�► 2x12 2400 MSR SYP 2400 PSI Digitally signed by Benjamin Zobrist e ,Y 1 1/2"x16" LAMINATED VENEER LUMBER 2800 PSI Date: 2025.04.16 18:09:46 -05'00' Lw 3 1/2"x15" GLU-LAM 1650 PSI 2SFO 1102832 5 1/4"xl 6 1/2" GLU-LAM 2400 PSI A�O� SS N 5 1/4"xl9 1/2" GLU-LAM 2400 PSI i 0 ,16 DIGITALLY NIEDON SEALED Y )JAMICOPIES OBRI T OERTIFICATE SOFTHIS SCALE: AS NOTED MUST BE VERIFIED ON ELOT C COPIES PRINTED COPIES OF THIS ° DOCUMENT ARE NOT CONtIDERED SIGNED AND SEALED Y•, SHEET NO: OF: Gl Gl FLU ROFLEX 1000 HI-RIB STEEL (2) 2x6 TREATED LAMINATES (UP TO THE BOTTOM OF EACH END TRUSS; DOWN TO 1' BELOW OFFICE.- 2x4 NAILERS GRADE) FASTENED TO COLUMN WITH 6" HEADLOK SCREWS 6" O.C., STAGGERED CUTCHOGUE, NY 3-2x6 LAMINATED COLUMN JOB NO. 1 28-1 41 399 FASTEN DOUBLE TRUSS HEEL TO COLUMN W/ (4) 6" HEADLOK SCREWS & (2) 1/2"0 x 9 2x4 STRIPPING 1/2" BOLTS INTERIOR HI-RIB STEEL CUSTOM 26' R.C. TRUSS (ABOVE) 36' 3090-Sl R.C.TRUSS (ABOVE) CONNECTION DETAIL # 1 SCALE: 1 1/2"= V-0" 36' 3090-S1 R.C.TRUSS (ABOVE) CUSTOM 26' R.C. TRUSS (ABOVE) (2) 2x6 TREATED LAMINATES (UP TO THE BOTTOM OF EACH INTERIOR HI-RIB STEEL END TRUSS; DOWN TO 1' BELOW GRADE) FASTENED TO COLUMN WITH 6" HEADLOK SCREWS 6" O.C., STAGGERED 2x4 STRIPPING I 3-2x6 LAMINATED COLUMN T#21 CORNER TRIM • o �t A 2x4 STRIPPING `0 N 2x6 BLOCK FASTEN 36' 3090 R.C.TRUSS TOP CHORD W/ o, (8) 4"STRUCTURAL SCREWS. ix w 2x4 NAILERS FASTEN 26 R.C. TRUSS HEEL TO COLUMN W/ (4) 6" HEADLOK SCREWS & (2) 1/2" O x 9 1/2" D T#48 INSIDE CORNER TRIM M. BOLTS. Z w FLUOROFLEX 1000 HI-RIB STEEL O 2x4 NAILERS 6" (R-19) BLANKET INSULATION W/ 4 MIL VAPOR RETARDER CN 04 CONNECTION DETAIL #2 60 1� 1�1 1� 1 1� 1' r o io �o 61 iN En 60 - o v 1 _ - 04 co 74 1/2" 7-0" 7-0" Lo 7'-0" 7'-0" 't 7-0" M 7-0" N 7-0" N 7'-0" 7-0" 7-7 1/2" 6-4 1/2" 7-0" 7'-0" 7-0" 7'-0" 7-0" 7'-0" 6-4 1/2" 1'-0"VENTED SIDEWALL OVERHANGS 1'-0" NON-VENTED ENDWALL OVERHANGS I I I I I C I I I I I 1 I I I A I I I I Q - + - - - - � - - - � - � - - - - S, I - - - --� I - - - - �- - - I w 35 -9 25 -9 35'_9„ Z � !, N I 18"M ❑2 18"M 18"M 18"M 1811M 18"M 18"M 18"M 18"M 18"M 1811M 18"M 18"M 18"M 18"M 18"M 18"M 18"M 18"M 18"M 18" CN Z ::.. 3^� w O I ih O O Q - ;D N In V 18'-7 1/2" 18"M E 18"M 28'-10 1/2" ATTIC DRAFT STOP w S6 18"M 26-7 1/2" N IT G 0 N S6 LLJ ; o F II S6 H O 0 7-1 1/2" 18"M � N%S6 jr 04 D I i 2 S5 S1 x 18"M 18"M © 18"M 18"M 18"M 0 18"M 18"M 18"M 18"M 18"M 18"M I co m 10'-4 1/2"_ p_p 18"M cv i%' — 18"M 9'-1 1/2" 6'-10 1/2" — J z 18"M B 04 p I S5 N Z z 0 N Z w I I 2 w 10 0 18"M 18"M A 18"M 0 18"M 18"M A 18"M 0 18"M 18"M 18" ;o 0'-0" w r O L- 0'-0" o 00z NO I I I I 1 I I I I I I I I I I I I O z 7'-4 1/2" 7-0" 7'-0" 7'-0" 7-0" 7'-0" 7'-0" 7-0" 7-0" 7'-0" 7-7 1/2" 6-4 1/2" 7-0" 7-0" 7-0" 7-0" 7-0" 7-0" 6-4 1/2" Z Z w o JQ _ _ _ _ _ _ _ _ _ _ CN N N CN CN N CN CN CN CN O CV N CN (N N (N (N m z 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 3 U o m 10 0� CN Lo 00 m 00 I� 10 Lo �i (7 N N N N m `7 v ^ c� L J COLUMN PLAN f RAWN BY.• ANU ATE: 4/2/20 5 CHECKED 8 Y.- TJ L DATE.' 4/10/2 25 COLUMN PLAN LEGEND REVISED DATE.' ---- REVISED DATE.' ---- ❑ - 3-2x6 LAMINATED COLUMN LOCATION - 3068 PLAIN FLAT LEAF FIBERSTEEL WALKDOOR, OUT SWING, RIGHT HINGE WITH KEYED LEVER LOCKSET, CLOSER REVISEDDATE.- ---- 0 - 3068 PLAIN FLAT LEAF FIBERSTEEL WALKDOOR, OUT SWING, LEFT REVISED DATE. ---- HINGE WITH KEYED LEVER LOCKSET, CLOSER A - (11) 4429 MB SLIDING WINDOWS 0 - 18'-0"xl2'-0" DOUBLE SLIDING ALUMASTEEL END DOOR WITH WEATHERSEAL, ROUGH OPENING SCHEDULE Of NEwy 1"THERMAL DRY BOARD (D - 12'-0"xl2'-0" DOUBLE SLIDING ALUMASTEEL END DOOR WITH WEATHERSEAL, UNIT SYMBOL J. I� O 1"THERMAL DRY BOARD FROM LEGEND WIDTH HEIGHT - (2) 30x30 ATTIC ACCESS PANELS (VERIFY LOCATION) Fil 38 1/4" 81" °e Q: - ALUMINUM SNOW RETAINERS ❑2 VERIFY VERIFY - ALL STEEL FASTENED WITH STAINLESS STEEL SCREWS r7sQ - 7/16"OSB SHEARWALL LOCATION (SEE DETAILS ON SHEET S7) 10 52 1/4" 33 5/8" 2 `r�`� 102832 - 3/4" DOUBLE LAYER OSB SHEARWALL LOCATION (SEE DETAILS ON SHEET S7) AROF' SS 18"M - 18" DIAMETER FOOTING WITH 4'TO BOTTOM OF 21"THICK CONCRETE °` PAD (2500 PSI MINIMUM). 20" BELOW BOTTOM OF PRECAST CONCRETE o¢�i 2ozs COLUMN AROUND EXPOSED REBAR CAGE AND 3/4"xl4"THREADED ROD DIGITALLY NED AND SEALS NED SIG DER TCERTIFIDAT MUST BE VERIFIED ON ELECTR COPIES PRINTED CRIES OF THI DOCUMENT ARE NOT CONSIDERED SIGNED ANE SEALED WITH AN ADDITIONAL MINIMUM 1"ABOVE BOTTOM OF PRECAST CONCRETE 2' 8' COLUMN. PLACE CONCRETE BELOW AND ABOVE BOTTOM OF LOWER COLUMN SCALE: IN ONE OPERATION. 1' 4' 16' LSHEETLNO: : AS NOTED OF: S OFFICE: CUTCHOGUE, N 3 JOB NO. 1 28-1 41 399 36' -2x8 (NO.1 SYP) 18' - 2x8 (NO.1 SYP) (2) 4"STRUCTURAL SCREWS IN OVERHANG FRAME END RAFTER ASSEMBLY RAFTER 2x4 BEV. PURLIN TOE-SCREW OVERHANG RAFTER TO OVERHANG NAILER WITH (1) 3 1/2"STRUCTURAL FRAMING SCREW EACH SIDE I • I I •• • I I • I ICI I I I I ' I 36'- 2x8 (NO.1 SYP) I I I OVERHANG FRAME END RAFTER ASSEMBLY 2x6 OVERHANG NAILER (4) 4"STRUCTURAL SCREWS PER CONNECTION (6) 4"STRUCTURAL SCREWS PER CONNECTION (7) 4"STRUCTURAL SCREWS END COLUMN EXTENSION OR UPRIGHT 2 MEMBER END COLUMN EXTENSION OR ASSEMBLY FASTENED TO END RAFTER UPRIGHT ASSEMBLY FASTENED TO END RAFTER ASSEMBLY AS SHOWN AND TO EACH ASSEMBLY AS SHOWN AND TO EACH INTERSECTING MEMBER NOT SHOWN WITH A INTERSECTING MEMBER NOT SHOWN WITH A 3-2x6 CORNER COLUMN MINIMUM OF (2) 4"STRUCTURAL SCREWS INTO MINIMUM OF (2) 4"STRUCTURAL SCREWS INTO EACH END COLUMN EXTENSION OR UPRIGHT. EACH END COLUMN EXTENSION OR UPRIGHT. o NO DETAIL A DETAIL B DETAIL C 0 0 � M SCALE: 1 1/2"= V-0" SCALE: 1 1/2" = V-0" SCALE: 1 1/2"= l'-0" w m z w z O LLJ LLJ N - ui Z D S2 w O o E - - - L1J S2 S2 !SZ 0 ........................... .... ................ .......................... .......................... .......................... .......................... ......................... O O LLJ o I a �om I O 3 3 2 0 30 0 0 3Q 0 O m S2 - -O - -O B Z_ S2 = 2 V) CL vi Li f' I I I I I I I I I I I I I I I I I 7'-4 1/2" 7-0" 7-0" 7-0" 7-0" 7'-0" 7-0" 7-0" 7-0" 7-0" 7'-7 1/2" 6-4 1/2" 7-0" 7-0" 7-0" 7-0" 7-0" 7-0" 6-4 1/2" z N N N N C4 CV N CV N - O 04 OI 11 1- 0 m 10 ol N Ln 00 Z0 M O I� 00 V 10 L� V � ('7 N N N N (� �f' '� i^ TRUSS/BRACING PLAN TRUSS/BRACING PLAN LEGEND i - 36' 3090-S1 R.C. TRUSS 2 - 36' END RAFTER ASSEMBLY s - CUSTOM 26' R.C.TRUSS 3 771 O a - 2x6 FLAT TRUSS TIE CENTERED IN BUILDING 26' s - 2x6 DIAGONAL END BRACES (TO EXTEND TO FIRST TRUSS IN FROM ENDWALL) DRAWN BY.- ANU (2) 4"STRUCTURAL SCREWS IN OVERHANG FRAME DATE: 4/2/2022x4 BEV. PURLIN I CHECKED BY.• TJL TOE-SCREW OVERHANG RAFTER I TO OVERHANG NAILER WITH X � I I • DATE: 4/10/20 5 I REVISED DA TE.' ---- (1) 3 1/2"STRUCTURAL FRAMING j I SCREW EACH SIDE REVISED DATE.' ---- (6) 4"STRUCTURAL SCREWS PER CONNECTION REVISED DATE.'REVISED DA TE• ---- 2 MEMBER END COLUMN EXTENSION OR ---- OVERHANG FRAME UPRIGHT ASSEMBLY FASTENED TO END RAFTER ASSEMBLY AS SHOWN AND TO EACH 2x6 OVERHANG NAILER INTERSECTING MEMBER NOT SHOWN WITH A ,�C,Of NElvy MINIMUM OF (2) 4"STRUCTURAL SCREWS INTO J.EACH END COLUMN EXTENSION OR UPRIGHT. CUSTOM 26' R.C. TRUSS (7) 4"STRUCTURAL SCREWS DETAIL E 3-2x6 CORNER COLUMN SCALE: 1 1/2"= l'-0" �OA�OF SS?� 04�1 ?025 DIGITALLY NED AND SEALE Y NJAMINJ OBRI T CERTIFICATE MUST BE VERIIEINTD ON ELECTRCONSIDERED COPIES SIGNEDPRINTED AND EALED F THI DETAIL D 2' 8' NOT SCALE: 1 1/2"= V-0" SCALE: V 4' 16' SCALE: AS NOTED SHEET NO: OF: S2 S OFFICE: CUTCHOGUE, N JOB NO. 1 28-1 41 399 TRUSS SPACING 7-0" O.C. TRUSS SPACING 7'-0" O.C. LIVE LOAD 20 PSF LIVE LOAD 20 PSF DEAD LOAD 4 PSF DEAD LOAD 4 PSF CEILING LOAD 2 PSF CEILING LOAD 2 PSF 4 �- TOTAL LOAD 26 PSF 4 TOTAL LOAD 26 PSF 7'-3" 5-7" � l � 1 • o 35'-9" 25'-9" A 10 N CUSTOM 26' R.C. TRUSS M 36' R.C. 3090-S 1 TRUSS 0 � SCALE: 3/8"= l'-0" SCALE: 3/8"= l'-0" m M z w z HEADLOK .19"x6.0" FLATHEAD LAG SCREW (ICC-ES REPORT ESR-1078) l.� 2x4 PURLIN Lu 9 lj 1 u N .. W _ = Z w 20 GA. GALVANIZED ol TOP CHORD o PURLIN CONNECTOR 0 OF TRUSS W LU (1) #9xl" HWH SCREW ON PEAK SIDE AND z O (2) #9xl" HWH SCREWS ON EAVE SIDE OF ix PURLIN IN HOLES SHOWN (JOINT MUST BE TIGHT BEFORE FASTENING CLIPS) 0 2x4 BUTTED PURLIN DETAIL (PURLIN CONNECTED WITH 6" HEADLOK FLATHEAD LAG SCREW) O m SCALE: 1 1/2" = V-0" O a: O l�J Z N w 0 LLJ 0 JJ z DRAWN BY.* ANU DATE: 4/2/2 25 CHECKED B Y.- TJ L DATE: 4/10/ 025 REVISED DA TE. ---- REVISED DATE.' ---- REVISED DA TE' ---- REVISED DATE. ---- r � oe rr 2 102832 SS 0 162025 DIGITALLY ,NED AND SEALED V .NJAMINJ BRI T CERTIFICATE MUST BEVE RIFIED ON ELECTR COPIES PRI IEDCOPIFSOF THI DOCUMI NT ARE NOT CONSIDERED SIGNS AND SEALED E • AS NOTED NO: OF: 3 1 137 OFFICE: DESIGN AND EXPLANATORY NOTES CUTCHOGUE, N JOB NO. 1.) EXTERIOR DOOR AND WINDOW LOCATIONS ARE TAKEN FROM THE EXTERIOR FACE 1 28-1 41 399 OF THE NAILERS AND ARE TO THE CENTER OF THE DOOR AND WINDOW UNITS. VERIFY ALL DOOR AND WINDOW LOCATIONS WITH THE OWNER. VENT-A-RIDGE VENT-A-RIDGE 5" O.G. GUTTERS 5" O.G. GUTTERS o• v CL— N HI-RIB STEEL SIDING HI-RIB STEEL SIDING CLg im LU T#21 CORNER TRIM T#21 CORNER TRIMco T#167 TRANSITION TRIM T#167 TRANSITION TRIM D HI-RIB STEEL WAINSCOT HI RIB STEEL WAINSCOT Z w T#167 BASE TRIM T#167 BASE TRIM O 4'-0" 51'-0" 73'-0" i 5-0" 0 0 0 O o -I O co 00 Lr' NORTH ELEVATION Q Z o D w O o u C) w LJLJ Z 12 12 O T#16 GABLE TRIM 4 T#16 GABLE TRIM 4 0 X HI-RIB STEEL SIDING HI-RIB STEEL SIDING O m T#21 CORNER TRIM T#21 CORNER TRIM Q T#167 TRANSITION TRIM T#167 TRANSITION TRIM HI-RIB STEEL WAINSCOT HI-RIB STEEL WAINSCOT Z T#167 BASE TRIM T#167 BASE TRIM V) w N 13'-0" 13'-0" 18'-0" 18'-0" o 0 0 0 0 0 0 o b bo i �o �p Z N EAST ELEVATION WEST ELEVATION VENT-A-RIDGE 5" O.G. GUTTERS fDA AWN BY.* ANU TE: 4/2/202 CHECKED B Y.- TJ L HI-RIB STEEL SIDING DATE: 4/10/20 5 T#21 CORNER TRIM Ij j .21 j T#167 TRANSITION TRIM REVISED DA TE ---- GRADE TO TOP OF WINDOWS HI-RIB STEEL WAINSCOT REVISED DA ---- T#167 BASE TRIM REVISED DATE.' ---- REVISED DATE: ---- 10'-6" 8'-0" i 13-0" 1 7-6" 7'-6" 13'-0" 8'-0" 10'-6" 9'-6" 8'-0" i 13'-0" 8'-0" 16'-6" %tk J. 20 �o O I 10 �o � 10 10 10 10 10 10 I I _I I I I I I I Q O� L co c0 co Q� T#48 l.() SOUTH ELEVATION F 102832 SS 0��> zozs DIGITALLY NEDANDSEALED V NJAMINJ OBRI CERTIFICAT VM USTBEVERIFIED ON ELECTR COPIES PRINTED OPIESOFTHI DOCUM ENTARENOTCONSIDEREDSIGNEDAND EALED 2' 8' SCALE: AS NOTED SCALE: F===l SHEET NO: OF: 1' 4' 16' S 4 S OFFICE.' DESIGN AND EXPLANATORY NOTES CUTCHOGUE, NY JOB NO. 1. FOOTINGS ARE DESIGNED FOR A 2000 PSF SOIL BEARING CAPACITY. LOCAL 1 28-1 41 399 CONDITIONS MAY REQUIRE MODIFICATIONS. 2. CONCRETE FLOOR NOTES: a. 3500 PSI, 5 1/2 BAG MIX CONCRETE. b. SLOPE GRADE AWAY FROM BUILDING @ 1" PER FOOT FOR A MINIMUM DISTANCE OF 10' PLUS OVERHANG WIDTH. PRECAST CONCRETE LOWER COLUMN c. A VAPOR RETARDER IS NOT MANDATED PER IBC SECTION 1907 EXCEPTION 3. COLUMN INSTALLATION UNLESS THE FLOOR WILL BE COVERED BY MOISTURE SENSITIVE FLOORING MATERIALS OR IMPERMEABLE FLOOR COATINGS OR WHERE THE FLOOR WILL 3/4"ADJUSTMENT ROD 1. INSTALL PRECAST CONCRETE BE IN CONTACT WITH ANY MOISTURE SENSITIVE EQUIPMENT OR PRODUCT. WITH BASE PLATE COLUMN W/ADJUSTMENT ROD & d. CONTRACTION JOINTS UNIFORMLY SPACED 18' O.C. OR LESS. UNDISTURBED SOIL BASE PLATE IN THE AUGERED e. FOR PERIMETER INSULATION USE EXTRUDED POLYSTYRENE OR A HOLE. COMPARABLE PRODUCT HAVING A MINIMUM COMPRESSIVE STRENGTH OF j4 ':' '.'. 25 PSI. ® .::�,:; 2. PLUMB PRECAST CONCRETE +:' COLUMN IN BOTH DIRECTIONS 3. PRIOR TO PLACING THE CONCRETE FOOTINGS, HAND TAMP THE BOTTOM 2"-3" OF 3. ADJUST HEIGHT UP OR DOWN LOOSE SOIL TO CONSOLIDATE. IF THE DRILLED HOLE CONTAINS MORE THAN 3" OF ® TRUSS IN COLUMN WITH ADJUSTMENT HEX ROD LOOSE SOIL, REMOVE EXCESS SOIL TO A UNIFORM THICKNESS OF 2"-3", HAND SADDLE s. TAMP AND PROCEED WITH CONCRETE FOOTING PLACEMENT. LAMINATED COLUMN 4. POUR READI-MIX CONCRETE INTO THE HOLE AS SPECIFIED. 4. DO NOT PLACE CONCRETE FOOTING THROUGH MORE THAN 3"OF STANDING o TRUSS SADDLE ISOMETRIC 5. BACKFILL AND COMPACT THE WATER. IF MORE THAN 3"OF STANDING WATER IS PRESENT IN THE FOOTING HOLE LOWER COLUMN ANNULAR SPACE AROUND THE CONTACT THE STRUCTURAL ENGINEER OF RECORD FOR INSTALLATION • ISOMETRIC COLUMN TO GRADE WITH SOIL INSTRUCTIONS. AUGERED FROM THE SITE. o co w m D Z w Z O 2 CL FLUOROFLEXTM 1000 HI-RIB STEEL 2x4 PURLINS T#16 GABLE TRIM (4) #10 x 2 3/4" FRAMING SCREWS 10 2x6 FASCIA T#194 TRIM // (1) 4"STRUCTURAL FRAMING SCREW THROUGH STRAP & INTO BRACE FLUOROFLEXTM 1000 HI-RIB STEEL Q 2' END BRACE STRAP W/ PRE-PUNCHED 2x4 PURLINS @ 23"O.C. SOFFIT // // HOLES (BEND TO FIT) FASTENED W/ CUSTOM 26' R.C. TRUSS N .: ::.. (NO. 2 SPF, FASTENED W/ 6' W HI-RIB/SOFFIT CAP TRIM / (3) 0.140 x 1 1/2" R.S. NAILS _ } `o INSULATION STOP/ Z AIR DEFLECTOR / / 36'- 2x8 (NO.1 SYP) 2x6 DIAGONAL BRACING FASTENED TO COLUMN Z 2x4 BEV. PURLIN / / W/(4 3 1/2"STRUCTURAL FRAMING SCREWS 11' END RAFTER ASSEMBLY / / ) O O „a0 2x6 E.C.E. /// 36' 3090-S1 R.C. TRUSS O FILLER STRIP 2x6 BEV. FASCIA ' o W 5" O.G. GUTTERS (2) 1/2"x5 1/2" M. BOLTS & R.C. TRUSS (4) 4" STRUCTURAL SCREWS V T#144 & 146 FASCIA TRIM J SOFFIT HI-RIB/SOFFIT CAP 9" (R-30) BLANKET INSULATION INSULATION SIDEWALL SECTION C Z O W/4 MIL BLACK VAPOR RETARDER SCALE: 1/2"= 1'-0" 2x6 OVERHANG NAILER ACOUSTICAL HI-RIB STEEL 2x4 TOP BLOCK &T#1 1 2x4 TOP BLOCK &T#1 1/136 0 INTERIOR HI-RIB STEEL (2) 1/2"x5 1/2" M. BOLTS & 2x4 STRIPPING X (4) 4" STRUCTURAL SCREWS m 16" DEEP UNFACED FIBERGLASS INSULATION UTILIZED AS FIRE BLOCK O 6" (R-19) BLANKET INSULATION W/ 4 MIL VAPOR RETARDER Z FLUOROFLEXTM 1000 HI-RIB STEEL T#167 TRANSITION TRIM 2x4 STRIPPING @ 24"O.C. TO 8'-0" w 3/4"T&G PLYWOOD CL vi 12'-0" ( 3 ) ROWS 2x4 NAILERS (2100 MSR SPF) c� GRADE TO HEEL 3-2x6 LAMINATED COLUMN 2x2 VERTICAL BLOCKING >- AT COLUMN LOCATION 8'-4 T#167 TRANSITION TRIM GRRAA 1/4" DE TO i 2x6 NOTCHED NAILER (NO. 2 SPF) BOTTOM OF 2x4 FLUOROFLEX 1000 HI-RIB STEEL WAINSCOT 7/16" OSB PROTECTIVE LINER / T#167 BASE TRIM (20) 1/4"x 2 1/2" POWER LAG WASHER HEAD / CUSTOM 26 R.C. TRUSS YELLOW ZINC SCREWS 2x4 NON-TREATED BASEBOARD 1 1/2"xl" BLOCK &T#109 BASE TRIM 2-2x6 E.C.E. /// CUSTOM 26' R.C. TRUSS 6" CONCRETE FLOOR 4' WIDE R-10 PERIMETER INSULATION 3' BLACK PLASTIC mni ANt FINISH G0. RADE FINISH GRADE 't': 4" MINIMUM COMPACTED GRANULAR BASE OR IN SITU GRANULAR SOIL 2x6 TREATED BOTTOM PLATE 360M & 370M BRACKETS FASTENED TO MFS 4'-0" W/(2) HUS-P 6x40/5 SCREW ANCHORS EACH 4'-0" as (1) ROW 2x8 TREATED SPLASHBOARD FASTEN TO 360M & a< 370M BRACKETS WITH #14A x 1 1/2" MILLED SCREWS A B A DATE: 4/2/202 MFS PRE-CAST CONCRETE COLUMN 21"THICK CONCRETE PAD(2500 PSI MINIMUM). a. , CHECKED BY.' TJL �d 20" BELOW BOTTOM OF PRECAST CONCRETE COLUMN q EN DWALL SECTION D AROUND EXPOSED REBAR CAGE AND 3/4"x14" DATE: 4/10/20 5 18"O THREADED ROD WITH AN ADDITIONAL MINIMUM 1" 18"Q3 SCALE: 1/2"= 1'-0" REVISED DATE.' ---- ABOVE BOTTOM OF PRECAST CONCRETE COLUMN. REVISED DATE: ---- PLACE CONCRETE BELOW AND ABOVE BOTTOM OF LOWER COLUMN IN ONE OPERATION. REVISED DA ---- REVISED DATE.' ---- SIDEWALL SECTION A ENDWALL SECTION B f NEW SCALE: 1/2" = V-0" SCALE: 1/2"= V-0" �P.��, J. O y0 i LAJ m � 2S FO 102832 04�1I 2025 DIGITALLY NED AND SEALE 1Y COPES J PRINTED IFICAT MUST BE VERIFIEDON ELECTR COPIES PRINTEOC PIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND EALED SCALE: AS NOTED SHEET NO: OF: S5 S OFFICE: CUTCHOGUE, N JOB NO. 1 28-1 41 399 T#16 GABLE TRIM 2x6 FASCIA T#194 FASCIA TRIM - SOFFIT FLUOROFLEX 1000 HI-RIB STEEL 36' 3090-S1 R.C. TRUSS. FASTEN TOP & BOTTOM CHORDS TO UPRIGHT W/ (4) 4" FLUOROFLEXTM 1000 HI-RIB STEEL T#129 STITCH SCREWED WITH #9x1" STRUCTURAL SCREWS S.S.I.D. SCREWS W/WASHER :� T#191 CONNECTION TRIM 2x6 E.C.E. 2xl0 NAILER CUT TO FIT BETWEEN TRUSS WEBS A 3' WIDE SELF-ADHESIVE WATERPROOF MEMBRANE CONTINUOUS 2x4 PURLINS FLUOROFLEXTM 1000 HI-RIB STEEL 36' 3090-S1 R.C.TRUSS 2x4 BLOCKS BETWEEN PURLINS 2x4 BLOCKS BETWEEN PURLINS 4' WIDE 7/16" OSB 2x6 E.C.E. 2x4 PURLINS @ 23" O.C. CUSTOM 26' R.C. TRUSS. FASTEN TOP CHORDS TO UPRIGHTS CUSTOM 26' R.C. TRUSS. FASTEN TOP Lo AND BOTTOM C W/(3) RDS TO SCREWS FASTEN TRUSS CHORDS & BOTTOM CHORDS TO UPRIGHTS W/ TOGETHER W/ (2) ROWS OF (3) 6" HEADLOK SCREWS 2x4 BANDING @ 4' O.C. 10d R.S. GUN NAILS @ 8" O.C. 2x4 BANDING @ 4' O.C. %o N / f0 m 9- (R-30) BLANKET INSULATION INSULATION `N14 MIL VAPOR RETARDER Z w 7/16" OSB ATTIC DRAFT STOP 9' (R-30) BLANKET INSULATION INSULATION Z W/4 MIL VAPOR RETARDER 7/16"OSB ATTIC DRAFT STOP / 0 / / / ACOUSTICAL HI-RIB STEEL W/ 4 MIL BLACK VAPOR RETARDER ACOUSTICAL HI-RIB STEEL W/ 4 MIL ACOUSTICAL HI-RIB STEEL W/ 4 MIL ACOUSTICAL HI-RIB STEEL W/ 4 MIL 2x4 TOP BLOCK W/T#1 1/136 BLACK VAPOR RETARDER BLACK VAPOR RETARDER BLACK VAPOR RETARDER INTERIOR HI-RIB STEEL 2x4 TOP BLOCK W/T#1 1/136 2x4 TOP BLOCK W/T#1 1/136 2x4 TOP BLOCK W/T#1 1/136 INTERIOR HI-RIB STEEL INTERIOR HI-RIB STEEL INTERIOR HI-RIB STEEL N WN' ......X T#11 _ T#l1 T#1318 Z 'o ry 2x6 FLAT BLOCK 1 1'-10" 2X6 FLAT BLOCK GRADE TO TOP GRADE TO TOP D w OF OPENING OF OPENING O p 0 W So CONNECTION SECTION E CONNECTION SECTION F LA Z SCALE: 1" — l'-0" SCALE: 1" = l'-0" p cz 0 X 0 00 d 2x6 UPRIGHT (CENTERED IN OPENING) 2x6 UPRIGHT Q- (2) 2x4 TOP BLOCKS (2) 2x4 TOP BLOCKS INTERIOR HI-RIB STEEL INTERIOR HI-RIB STEEL LU Z 2 U. a- CUSTOM 26' R.C. TRUSS vi 0 0r FLUOROF!LEX 1000 HI-RIB STEEL FLUOROFLEX 1000 HI-RIB STEEL 2x8 TRACK GIRT HI 1 1/136-RIB STEEL H 2xl0 TRACK GIRT HI 1 1/136 H -RIB STEEL z 2x6 BLOCK 2x6 BLOCK T#71 TRACK COVER T#71 TRACK COVER 51 M TRACK I T#1 1 51 M TRACK I T#1 1 3x4 TRACK BLOCK 2x4 NAILER 12'-0" 3x4 TRACK BLOCK 2x4 NAILER 12'-0" TO GRADE TO GRADE 1 1/2"1 BLOCK &T#74 1 1/2"1 BLOCK &T#74 xq I T#105 T#105 T#37 T#37 T#23 JAMB TRIM 2x4 BLOCK T#23 JAMB TRIM 2x4 BLOCK 2x3 JAMB (BEYOND; 3-2x6 JAMB COLUMN 2x3 JAMB (BEYOND; 3-2x6 JAMB COLUMN BOTTOM 2' TREATED) (BEYOND) BOTTOM 2' TREATED) (BEYOND) SLIDING DOOR SECTION G SLIDING DOOR SECTION H SCALE: 1" = 1'-0" SCALE: 1" = l'-0" DRAWN BY: ANU DATE: 4/2/20 5 CHECKED B Y: TJ L DATE: 4/10/2 25 REVISED DATE,' ---- REVISED DATE.' ---- REVISED DATE: ---- REVISED DATE. ---- Of NEW? ci:: 2 102832 SS 04 6�2025 DIGITALLY NED AND SEALED lV NJA�dIN J. OB I.,T CERTIFICAT MUSTBEVERIF I ED ON ELECTR COPIES PRINTE COPIESOFTHI DOCUMENT ARE NOT CONSIDERED SIGNED A DSEALED SCALE: AS NOTED �HEET NO: OF. S6 S7 OFFICE: CUTCHOGUE, NY JOB NO. 1 28-1 41 399 * - OSB FASTENING INSTRUCTIONS: 1.) FASTEN FIRST LAYER 3/4"O.S.B. W/8d NAILS @ 3" O.C. ALONG PANEL EDGES & 6" O.C. ALONG INTERMEDIATE FRAMING. 2.) FASTEN SECOND LAYER 3/4"O.S.B. W/1 Od NAILS @ 3" O.C. ALONG PANEL EDGES & 6" O.C. ALONG INTERMEDIATE LOWER CHORD OF 36' FRAMING. 3090-S1 R.C. TRUSS 2x6 BLOCK BETWEEN NAILERS o NAILED TO COLUMN W/ 20d 42x4 (NO. 1 SYP) HORIZONTAL BLOCKS @ 16" O.C. GUN NAILS. NAILED 3" O.C. 2x6 (NO.1 SYP) BACKER BLOCK (CONSTRUCT AS A LADDER FRAME ASSEMBLY) cV 1 Od R.S. GUN NAILS @ 3"O.C. o, LAMINATED 2x4 NAILERS M COLUMN LAMINATED m COLUMN j Z \x w LAMINATED COLUMN OSB FASTENING* O CL (2) LAYERS 3/4"OSB (2) LAYERS 3/4" OSB* 2x4 NAILERS 7/16" OSB BACKER BLOCK DETAIL OSB SHEARWALL DETAIL LAMINATED COLUMN SCALE: 1 1/2"= V-0" SCALE: 1 1/2" = l'-0" LU OSB SHEARWALL DETAIL ry SCALE: 1/2"= V-0" Q N - W } Z <: E.C.E ry w "4k 12 2x6 (NO. 1 SYP) BACKER BLOCK L1J 4 z @ BOTTOM OF TRUSS ATTACHED W/ 10d R.S. NAILS @ 3" O.C. (SEE BACKER BLOCK DETAIL) •o J CUSTOM 26' R.0 TRUSSLLJ 2! 36' 3090-S1 R.C. TRUSS i i i i i O _ _ _ _ _ _ 2x4 NAILERS 12 1 12 _ — _ �' - - - =- - _ - - - - - - - — � 2x4 NAILERS - - - - - - -- - - - - - - - - - II _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ �� X O EXTRA NAILERS ADDED I I' III I I 00 BETWEEN STD. NAILERS - - —.— - - —.—- - —.— - - —.— - - (MAX. SPACE TO BE 24") — — — — — — — — — — — — — — 2x4 (NO. I SYP) HORIZONTAL BLOCKS@ 16" O.C. L - - - - - - - - - - - - - - - - - � 2x6 VERTICAL BLOCKS @ (CONSTRUCT AS LADDER FRAME ASSEMBLY — — — — — '- — — — — — — '- — — I. COLUMN BETWEEN NAILERS III I I z - - -•- - - - -- - - - - = —•- - = III I � V) w PERIMETER OF OSB SHEETS (2) LAYERS 3/4" OSB* - - - -- - - - - - - - - - i I 11 NAILED W/1-3/4" RING SHANK _ _ _ __ _ _ _ _ _ _ _ _ — COIL GUN NAILS SPACED 3"O.C. •If � - - - - - - - - - - - - - - - - - II o 7/16"OSB :ilr-= - - - - - - - - - - - - - - - = � 1 .I .III 11 - - - - - - -.-- - -.- - - - - - - ;III 11 z _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ � :I I: r. OSB NAILED TO INTERMEDIATE III I' SUPPORTS W/1-3/4" RING SHANK FIRST &SECOND LAYER PANEL III — — — — — — — —— — — — — — — — — — COIL GUN NAILS SPACED 6" O.C. JOINTS SHALL BE STAGGERED 2x6 NOTCHED NAILER — — — — — — — —— — — — — r LAMINATED COLUMN .I• I. LAMINATED COLUMN 2x6 NOTCHED NAILER — — — — — — — —— — — — — — — — — — L :III I � — — — — — — — —— — — — — — — — — — :I I: :III 11 5/4x6 NAILER — — — — — — — —— — — — — — — — — — FASTEN LOWER 16" OF3/4"OSB - - - - - - - -- - - - - - - - - - PANELS TO 2x4 VERTICAL BLOCK II - - - - - - - - - - - - - - - - - IL 2x8 TREATED SPLASHBOARD .I I; 2x8 TREATED SPLASHBOARD II a' - - - - - - - -- - - - - - - - - - -- - - - - - - - - - - - - - - - - -1 - - I I I MFS PRE-CAST COLUMN MFS PRE-CAST COLUMN DRAWN BY., ANU .i DATE: 4/2/202 CHECKED B Y.• TJ L 7/16" OSB SHEARWALL ELEVATION 3/4" DOUBLE LAYER OSB SHEARWALL ELEVATION DATE: 4/10/20 5 SCALE: 1/2" = l'-0" SCALE: 1/2" = 1'-0" REVISED DATE.• ---- REVISED DATE. ---- REVISED DATE.' ---- REVISED DATE. ---- F NEWy J. ID m doe CLI 2 102832 13 SS N �a o¢�i6 2ozs OIGITALLV NED AND SEALE V NJAMINJ OBRI CERTIFICAT M UST BE VERIF IED ON ELECTR COPIES PRINTEDC PIES OF THI` DOCUMENT ARE NOT CONSIDERED SIGNED AND EALED SCALE: AS NOTED SHEET NO: OF: S7 SLi