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HomeMy WebLinkAbout51497-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#: 51497 Date: 12/19/2024 Permission is hereby granted to: Patrick M Kaelin 24400 C R 48 Cutchogue, NY 11935 To: Construct a 30 x 30 Morton building accessory to an existing single-family dwelling as applied for. Must maintain minimum side and rear yard setbacks of 10feet. Premises Located at: 24400 CR 48, Cutchogue, NY 11935 SCTM#84.4-8.1 Pursuant to application dated 10/11/2024 and approved by the Building Inspector. To expire on 12/19/2026. Contractors: Required Inspections: Fees: Accessory-New Structure $575.00 CO Accessory $100.00 Total $675.00 Building 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 Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only -° PERMIT NO. �� � Building Inspector: Applications and forms must be filled out in their entirety. Incomplete applications will not be accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed. 'HI ` Date: OWNER(S)OF PROPERTY: Name:Patrick Kaelin SCTM#1000- ` — S • c Project Address:24400 route 48 Phone#:631-599-4929 Email:pkaelin59@gmail.com Mailing Address:24400 route 48 cutchogue CONTACT PERSON: Name:Patrick Kaelin Mailing Address:24400 route 48 cutchogue Phone#:631-599-4929 Email:pkaselin59@gmail.com DESIGN PROFESSIONAL INFORMATION: Name: ~ Mailing Address: LJC>XCUT6110!;��C40E—At-i lie 1-4 � Phone#: —zJ �t Email: W w , 1 1 CONTRACTOR INFORMATION: Name: Mailing Address: Phone#: � " Email: l DESCRIPTION OF PROPOSED CONSTRUCTION RNew Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost ofProject: ❑Other $ Will the lot be re-graded? ❑Yes o Will excess fill be removed from premises? ❑Yes No a 1 PROPERTY INFORMATION Existing use of properly: t7 L Intended use of property:garge Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? ❑Yes RNo 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): );�Authorized Agent ❑Owner Signature of Applicant: o Date: STATE OF NEW YORK) SS: COUNTY OF':�;U f:.j J� ) being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)he is the AC&AT (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 day of r * 20ay � Notary Public ERIN E DELIVER NOTARY PUBLIC STATE OF NEW YORK PROPERTY OWNER AUTHORIZATION SUFFOLK COUNTY LIC.#01 DE6334906 (Where the applicant is not the owner) COMM. EXP. 12/28/2027 residing at Z p U C e 4 do hereby authorize o apply on my beh o the Town of Southold Building Department for approval as described herein. oc Owner's Signature Date Print Owner's Name 2 MIDDLE ROAD - '° COUNTY ROUTE 27 mod_ 0w0 19'20"c ®Poe136.50 P ip e _12�9 ..�� PO xt� 1 N 53 - -4 o0-- O o mp O 1 � .rm 1 1/2 Sty. 1 .n w frame Cr dwelling m - [ 6 I Ul n s � .Q-_ l � u i - ® a tS Ld PAld P¢ ° 573022'00'W. �' 75.24 P'Pe NOW OR FORMERLY EUGENE P- MARIE D VANDEN BOSCH of right of ways and or easement, fw, not shown are not guaranteed. .. " OU TOP "e " JOB No. 83- 149 FILE No. 446 F rvru F SURVEYED FOR RIC•HARD J- & PHYLISS A. NONCARR jK0 ARE FORA VWM OFFICE: DESIGN AND EXPLANATORY NOTES CUTCHOGUE, NY MORTON BUILDINGS GENERAL SPECIFICATIONS JOB NO. 1.) ALL PLOT PLANS AND RELATED DETAILS SHALL BE PROVIDED BY OWNER UNLESS 128-136197 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 r 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 C , MECHANICALLY FASTENED TO ABOVE GROUND NAIL LAMINATED COLUMNS. THE SYSTEM IS DESIGNED TO DIRECTION OF THE LICENSED/ REGISTERED ENGINEER . v RESIST BOTH AXIAL AND BENDING FORCES. Q� N 4.)♦ 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' ri SUBCONTRACTORS AND ARE THE OWNER'S RESPONSIBILITY. Lu (SEE PLANS FOR DIAMETER AND DEPTH). MFS PRE-CAST CONCRETE COLUMNS ARE PLACED IN THE HOLE. m CONCRETE (MINIMUM COMPRESSIVE STRENGTH 2500 PSI) IS POURED IN PLACE TO THE SPECIFIED THICKNESS O Z (SEE PLANS FOR REQUIRED THICKNESS ABOVE AND BELOW THE COLUMN).THE COLUMN IS THEN BACKFILLED C1/ z WITH SOIL AND COMPACTED AT 8" INTERVALS OR BACKFILLED WITH CONCRETE (SEE PLANS). V O v 0- 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. Z 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. t 1 1 UJ FRAMING LUMBER- SIDING NAILERS ARE 2x4 S4S OR 2x6 SPF NO. 2 OR BETTER SPACED APPROXIMATELY 36' z O.C. WITH ALL JOINTS STAGGERED AT ATTACHMENT TO COLUMNS. ROOF PURLINS ARE 2x4 S4S NO. 2 OR Z BETTER ON EDGE SPACED APPROXIMATELY 24"O.C. ALL OTHER FRAMING LUMBER IS NO. 2 OR BETTER. W z ;=a ROOF TRUSSES- FACTORY ASSEMBLED WITH 18 OR 20 GAUGE GALVANIZED STEEL TRUSS PLATES AS REQUIRED j = ik, AND KILN DRIED LUMBER AS SPECIFIED, IN-PLANT QUALITY CONTROL INSPECTION IS CONDUCTED UNDER THE U v AUSPICES OF THE TPI INSPECTION BUREAU. TRUSSES ARE DESIGNED IN ACCORDANCE WITH CURRENT U U , o STANDARDS AND SPECIFICATIONS FOR THE STATED LOADING. ry U SIDING & ROOFING PANELS (FLUOROFLEX 1000 TM) -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. _v J TRIM- DIE-FORMED TRIM OF 0.01 7 MIN., G90 GALVANIZED OR AZ55 GALVALUME STEEL ON GABLES, RIDGES, T" o CORNERS, BASE WINDOWS, AND DOORS WITH SAME FINISH AS ROOFING OR SIDING PANELS. � � o GUTTERS-5"OR 6" K-STYLE, .030 HIGH TENSILE ALUMINUM GUTTER, 70% PVDF FINISH TO MATCH TRIM, ON BOTH A SIDES OF THE BUILDING. X O 2x4 F 1 F 1 MFS 09/20fL CZ� O Z L/1U = L_J w Lu z• Z BUILDING DESIGN CRITERIA,,/-°x --- DRAWN BY.• JW USE GROUP U �' DATE: 9/23/2024 CONSTRUCTION TYPE VB O`C,RISK CATEGORY CHECKED BY. JMM I PROPOSED BUILDING AREA 940 SQ. FT. DATE. 10/2/2024 CURRENT LUMBER SPECIFICATIONS (06-01-2013) MIN. LIVE ROOF LOAD DESIGN 20 PSF REVISED DATE.• --- SIZE DESCRIPTION BENDING VALUE Fb ROOF SNOW LOAD " 14 PSF REVISED DATE., — 2x4 NO.2 SPF 1313 PSI GROUND SNOW LOAD 20 PSF REVISED DATE. ---- 2x4 NO. 1 SYP 1500 PSI WIND SPEED (VOLT) 130 MPH SHEET INDEX 2x4 2100f MSR SPF 2100 PSI WIND SPEED (VASD) 101 MPH EVISED DATE.' --- SHEET # DESCRIPTION 2x6 NO.2 SPF 1138 PSI WIND EXPOSURE c ,..�.._ G1 OF G1 SPECIFICATIONS &SHEET INDEX 2x6 NO. 1 SYP 1350 PSI .. I HEREBY CERTIFY THAT THE STRUCTURAL DESIGN FOR THIS 2x6 2100f MSR SPF 2100 Psi BUILDING WAS PREPARED BY ME OR UNDER MY DIRECT SH OF SF1 FOUNDATION PLAN & DETAILS SUPERVISION AND THAT I AM A DULY LICENSED/REGISTERED S1 OF S7 COLUMN PLAN 2x6 2400 MSR SYP 2400 PSI PROFESSIONAL ENGINEER. 2x8 NO. 1 SYP 1250 PSI a S2 OF S7 TRUSS PLAN & DETAILS ROOF SNOW LOAD CALCULATIONS �t Ew y y 2x8 2400 MSR SYP 2400 PSI BENJAMIN J.ZOBRIST, P.E. S3 OF S7 TRUSS DRAWING & DETAILS noes.com S4 OF S7 ELEVATIONS Pf =0.7 x Ce x I x Pg x Ct ben.zobrist@allieddesi �p B 2x10 NO. 1 SYP 1050 PS! Ce =SNOW EXPOSURE FACTOR = 1.0 9 2x10 2400 MSR SYP 2400 PSI I = IMPORTANCE FACTOR = 0.8 stall signed b Benjamin Zobrist S5 OF S7 2x12 NO. 1 SYP 1000 PSI Pg = GROUND SNOW LOAD = 20 PSF Digitally g ne Y Benj r- S6 OF S7 SECTIONS & DETAILS Ct =THERMAL FACTOR = 1.2 Date: 2024.10.11 15:19:16-05'00' ci rW 2x12 2250f MSR SYP 2250 PSI Pf =0:7x1.Ox0.8x20x1.2= 13.44PSF S70FS7 1 1/2"x16" LAMINATED VENEER LUMBER 2800 PSI Cs = ROOF SLOPE FACTOR = 1.0 102832 3 1/2"x15" GLU-LAM 1650 PSI PS = Pf x Cs = 13.44 x 1.0= 13.44 PSF ��OF SS 5 1/4"x16 1/2" GLU-LAM 2400 PSI F ro »aoz�5 1/4"xl91/2" GLU-LAM 2400 PSI DIGITALLY NEDANDSEALE Y NJAMINI OSRI T.CERTiFICATE NOTED MUSTBE VERIFIEDON£LECTR COPIESDOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED. OF, G1 • OFFICE.• DESIGN AND EXPLANATORY NOTES CUTCHOGUE, NY JOB NO. 1.) FOOTINGS ARE DESIGNED FOR A 2000 PSF SOIL BEARING CAPACITY. LOCAL 128-136197 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. f c. A VAPOR RETARDER IS NOT MANDATED PER IBC SECTION 1907 EXCEPTION 3. UNLESS THE FLOOR WILL BE COVERED BY MOISTURE SENSITIVE FLOORING (Z., N ol MATERIALS OR IMPERMEABLE FLOOR COATINGS OR WHERE THE FLOOR WILL BE IN CONTACT WITH ANY MOISTURE SENSITIVE EQUIPMENT OR PRODUCT. �._. d. CONTRACTION JOINTS UNIFORMLY SPACED 18' O.C.OR LESS. 2' 8' e. FOR PERIMETER INSULATION USE EXTRUDED POLYSTYRENE OR A COMPARABLE (D SCALE: PRODUCT HAVING A MINIMUM COMPRESSIVE STRENGTH OF 40 PSI. Z ' � l", f. IF THE FLOOR IS TO BE HEATED, USE I"TYPE VI EXTRUDED POLYSTYRENE OR A Z 4' 16'71 O COMPARABLE PRODUCT HAVING A MINIMUM COMPRESSIVE STRENGTH OF 0 40 PSI UNDER ENTIRE FLOOR. h 3.) CONCRETE SLAB THICKENED EDGE: z 30'-U' k „ " a. CONCRETE & REINFORCING BAR SPECIFICATIONS: ":` •'`"1 , -3500 PSI, 5 1/2 BAG MIX. -GRADE 60, DEFORMED REINFORCING BARS. 1 I 11 1 1 b. HORIZONTAL REINFORCING: _ F 77 . .° HORIZONTAL REINFORCING SHALL BE CONTINUOUS OR PROPERLY SPLICE THIC S DGE AROUND ALL CORNERS. _z f - - 12"MINIMUM A AT CON SEE 4 SPLICE LENGTH SHALL BE J SF1 DET /SF1 -COVER SHALL BE 3"MINIMUM. ui >- y I�• 4.) * - INDICATES DIMENSIONS ARE TAKEN FROM THE OUTSIDE FACE OF THE EXISTING f . 0 •o . . . . . . . . . . . . . . . . . . . . . 13'-0"* BUILDING. p <, EXTERIOR NAILER PLANE ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' MAIN 30'x30' BUILDING'WITH MFS EXISTING / ,� Fh U _I FOOTINGS'-SEE SHEET S1'FOR. ' ' ' I 16'x8-Nx16' o c _ M 'AUGURED FOOTING DETAILS ' ' . . NON-MORTON I NST b BUILDING Q . . . . . . . . . . . . . . . . . . . . . I- --- Imo. O 1 . . . . . . . . . . . . . . . . . . . . . .� = o � o B m SFl Z O, MFS COLUMN WITH AUGURED FOOTING. SEE SHEET Sl FOR SIZE AND LOCATION DETAILS. C j� Z n c REFER TO BUILDING SECTIONS 1 1 1 =, \ h ON S5 THRU S6 FOR a ADDITIONAL COLUMN DETAILS ui d 0 - S p�C 1 91 FOUNDATION PLAN DIMENSION -SHEET SF1 i l 10 �J COLUMN PLAN DIMENSION -SHEET S1 ---� z .� 2 FOUN N e BASEBOARD 10'-01, 1 1/2"xl"BLOCK &T#109 BASE TRIM 6"CONCRETE FLOOR DRAWN BY.' JW oo 4'WIDE R-10 PERIMETER INSULATION 1'-0" 3' BLACK PLASTIC DATE. 9/23/2024 SLOPE SLOPE 8" DOWN DOWN MBI GRADE ;�'• ` ""• .'• CHECKED BY. JMM .. 1 "1/4' 8'-0" /4 FINISH GRADE DATE. 10/2/2024 s; ''�;` REINFO G MESH 4"MINIMUM COMPACTED GRANULAR BASE REVISED DATE.' -- 6"CONC L OR IN SITU GRANULAR SOIL REVISED DATE., — SEE SHEET S1 TREATED BOTTOM PLATE FOR AUGURED SPLASHBOARD BRACKETS REVISED DATE.' — 6"MAX. : e .< .`. FOOTING 19, <a DETAILS SPLASHBOARD REVISED DATE.' -- FINISH '° ' 4 4 •a ' GRADE 3 a° MFS PRE-CAST CONCRETE COLUMN ��0f NEW? J. SEE SHEET Sl FOR AUGURED FOOTING DETAILS �•`Q• IO O� 9" 9" (R-10) CONTINUOUS INSULATION THICKENED CONCRETE SLAB SEE COLUMN J` 18" (2) #4 CONTINUOUS REBAR oe PLAN r" CLI 4"MINIMUM RANULAR SOIL + Ca �`� 102832 'pRpF SS N S I D E W A L L SECTION B DIO TALLY NED ANDSEALED, Y NJAM N�208RIST.Z RWIll A MUSTBEVEM EDONELECTR COPIES.PRINTED COPIES OF TMI FOUNDATION SECTION A SCALE: 1/2"— 1'-O" DOCiMENT ARE NOT CONSIDERED SGNEDANDSEALED. SCALE: 1/2'= 1'-0" SCALE: AS NOTED SHEET NO: OF. SH SF1 i OFFICE.' DESIGN AND EXPLANATORY NOTES CUTCHOGUE, NY JOB NO. 1.) *- INDICATES DIMENSIONS ARE TAKEN FROM THE OUTSIDE FACE OF THE EXISTING 128-136197 BUILDING. 2.) EXISTING BUILDING EXTERIOR SIDING TO BE REMOVED AND REPLACED WITH HI-RIB STEEL SIDING. U N 7 n W 2' g' 2'-10 1/2" 2'-0" 2'-0" 2'-10 1/2" CV � � r,��='" � SCALE: - iv - -CN Z � O�C O o 1' 4' 16' O� -fV N r' 04 LV o - i O O N N `� v r,^ d 10'-0" 10'-0" N o5'-1 1/2'� EXISTING BUILDING EXTERIOR L" B I B WALL SIDING-SEE NOTE 2 (�! S5 I S5 1 1 1 18"fl ■ ■ 18'M � 29'-9" 29'-9" z ea- N LjLj 18"M O 18 M 24"M 18"M O 18"M �� � W22'-4 1/2" M ._ Q Z --� 18"M 22'-41/2" ui 18"M / I 18-9, — 18'-7 1/4" U Ueo EXISTING / I iv U 4,xU 14'-10 1/2" — -- - 18"M E S7 16 x8'-4 xl 6 Q, o• ' S6 NON-MORTON i� u) .I BUILDING ' i� S 18"M V-1 3/4" o o I U � - 7-4 1/2" - 18"M 18"M * _ - 7'-4 1/2" _ -- o N 1 © I = o a U 18"M © 24"M 24"M 24"M 181, M o Q N colm Z Z z I I S5 I O ZO ! 1, 0 1'-0"NON-VENTED ENDWALL OVERHANGS D 7'_4 1/2'� 7'-6" 7'-6" 7'-4 1/2" 5'-1 1/2"* 0 z ? w �. � _ J Z 1'-0"VENTED SIDEWALL OVERHANGS _ O 0 00 uj = U o, N Uo coo C� W 1 v o tr \ Z Q Z s Q o. N N ° o o 8 U � w � J COLUMN PLAN `o z ©C Z DRAWN BY.• JW DATE, 9/23/2024 COLUMN PLAN LEGEND CHECKED BY. JMM DATE. 10/2/2024 o - 3-2x6 LAMINATED COLUMN LOCATION REVISED DATE.' -- ■ - HEADERED TRUSS LOCATION - 3068 9-LITE TEMPERED GLASS IN PLAIN 2-PANEL LEAF FIBERSTEEL REVISED DATE.' — WALKDOOR, OUT SWING, LEFT HINGE WITH CLOSER, LOCKSET REVISED DATE.• -- QQ - (4) 4429 MB SLIDING WINDOWS - (2) 10'-2"xlU-1"OVERHEAD DOORS EVISEDDATE. --- - 30x30 ATTIC ACCESS PANEL (VERIFY LOCATION) - ALUMINUM SNOW RETAINERS ALL STEEL FASTENED WITH STAINLESS STEEL SCREWS ROUGH OPENING SCHEDULE .��,OF NEW y s0 - 7/16"OSB SHEARWALL LOCATION (SEE DETAILS ON SHEET S7) UNIT SYMBOL h�P P�'�N J. I BO�'f' - 2x6 STUDWALLS @ 16"O.C. FROM LEGEND WIDTH HEIGHT 18"M - 18"DIAMETER FOOTING WITH 4'TO BOTTOM OF 21"THICK CONCRETE L 'PAD (2500 PSI MINIMUM). 20" BELOW BOTTOM OF PRECAST CONCRETE L] 38 1/ 81" COLUMN AROUND EXPOSED REBAR CAGE AND 3/4"xl4"THREADED ROD Q VERIFY VERIFY 5 WITH AN ADDITIONAL MINIMUM 1"ABOVE BOTTOM OF PRECAST CONCRETE COLUMN. PLACE CONCRETE BELOW AND ABOVE BOTTOM OF LOWER COLUMN 52 1/e" 33 5/8" �5. 102832 IN ONE OPERATION. 24"M - 24"DIAMETER FOOTING WITH 4'TO BOTTOM OF 21"THICK CONCRETE PAD (2500 PSI MINIMUM). 20"BELOW BOTTOM OF PRECAST CONCRETE fo�i2oz� COLUMN AROUND EXPOSED REBAR CAGE AND 3/4"X14"THREADED ROD DIGITALLY NEDANDSEALE Y NJAMINJ. DSRI TCERTIPICAT WITH AN SEVEREIED ON ELECTR COPIES.PRINTED COPIES OF TH ADDITIONAL MINIMUM 1"ABOVE BOTTOM OF PRECAST CONCRETE MUST DOCUMENT ARE NOT CONSIDERED SIDNED AND SEALED COLUMN. PLACE CONCRETE BELOW AND ABOVE BOTTOM OF LOWER COLUMN IN ONE OPERATION. „ SCALE.- AS NOTED SHEET NO: OF. Sl -1S73 r. OFFICE: DESIGN AND EXPLANATORY NOTES CUTCHOGUE, NY JOB NO. 1.) *- INDICATES DIMENSIONS ARE TAKEN FROM THE OUTSIDE FACE OF THE EXISTING 1 28-1 361 97 BUILDING. 10 Lu U 10 3L �, o: 2' 81 SCALE: O 1' 4' 16' 0,010 w (2) 4"STRUCTURAL SCREWS IN OVERHANG FRAME % 0 IL 2x4 BE . PURLIN V TOE NAIL OVERHANG RAFTER .s TO OVERHANG NAILER WITH I (1) 16d R.S. NAIL EACH SIDE (� Lu ( Lu A A a @ OVERHANG FRAME 30'-2x8 (NO.I SYP) z 2x6 OVERHANG NAILER END RAFTER ASSEMBLY W ...... .... Q_ I O O (7) 4"STRUCTURAL SCREWSQ ZLu B t_` o S2 � 0 � I < • U U - to O I EXISTING ( 3-2x6 CORNER COLUMN ._. -..,V 4......... 16'x8'-4'x 16' U r —O-^ NON-MORTON ,� IBUILDING / n 1 DETAIL A w SCALE. 1 1/2 — 1 -0 0 o r 0 0 O O O 30'- 2x8 (NO.1 SYP) END RAFTER ASSEMBLYO°Z- 1 7-4 1/2" 7'-6" 7-6" 7-4 1/2" 5'-1 1/2" > • w 01 o LJLJ g r_ r— TRUSS/BRACING PLAN zo (8) 4"STRUCTURAL SCREWS PER CONNECTION Z 2 MEMBER END COLUMN EXTENSION OR UPRIGHT ASSEMBLY FASTENED TO END RAFTER ASSEMBLY AS SHOWN AND TO EACH INTERSECTING MEMBER NOT SHOWN WITH A DRAWN BY.• JW MINIMUM OF (2) 4"STRUCTURAL SCREWS INTO DATE: 9/23/2024 EACH END COLUMN EXTENSION OR UPRIGHT. CHECKED BY. JMM DATE: 10/2/2024 DETAIL B REVISED DATE: ---- SCALE: 1 1/2"= V-9' REVISED DATE.' --- REVISED DATE: -- REVISED .��OF Nft�y y't�Pa,�N J. Zae���� TRUSS/BRACING PLAN LEGEND = w i -30' 3090-S1 R.C.TRUSS ' 102832 - -30' END RAFTER ASSEMBLY EOA�oF SS N a -2x6 RAFTER (NO. 1 SYP) ♦♦/�.����q a - 2x6 FLAT TRUSS TIE CENTERED IN BUILDING D,GITALLY NED AND SEALS Y NJAMNJOZOBRIST.F 01 GT s - 2x6 DIAGONAL END BRACES MUST BE VERIFIED ON ELECTR COPIES PRINTEDCOPIESOFTNI (TO EXTEND TO FIRST TRUSS IN FROM ENDWALL) DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED SCALE. AS NOTED SHEET NO: �OF:S 7 OFFICE.• CUTCHOGUE, NY JOB NO. 1 28-1 361 97 TRUSS SPACING 7-6" O.C. LIVE LOAD 20 PSF DEAD LOAD 4 PSF �•-J �, CEILING LOAD 2 PSF (�� c'j TOTAL LOAD 26 PSF 0— a w m e z 4 Z � o CL Z Lu Lu 29'-9" ui Z Z � 30' R.C. 3090-S1 TRUSS < �- r SCALE: 1/2'= 1'-U' ua sz ,Q D s f-- Q J Olie I o r U � HEADLOK .19"x6.0"FLATHEAD LAG SCREW M000 c (ICC-ES REPORT ESR-1078) X m 2x4 PURLIN O lo To gll V� 0 Z n w tl a N Lu g 20 GA. GALVANIZED ,•_J TOP CHORD o PURLIN CONNECTOR OF TRUSS Z •� DRAWN BY.• JW DATE; 9/23/2024 (1) #9xl"HWH SCREW ON PEAK SIDE AND (2) #9x1"HWH SCREWS ON EAVE SIDE OF CHECKED BY: JMM PURLIN IN HOLES SHOWN (JOINT MUST BE DATE. 10/2/2024 TIGHT BEFORE FASTENING CLIPS) REVISED DATE: -- 2x4 BUTTED PURLIN DETAIL REVISED DATE: -- REVISED DATE.• -- (PURLIN CONNECTED WITH 6"HEADLOK FLATHEAD LAG SCREW) SCALE: 1 1/2"= 1'-0" EVISED DATE.• — Y J. IO,��.fl' r Z �0 SS >o�>�aoz� MU DIGITALLY NIED ON SEAIED Y NAMIN J. OBRI T PIES F THI MUST BE VERIFIED ON ELECTR COPIES.PRINTED COPIES OF THI DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED L LE. 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N TRUSS SADDLE ISOMETRIC FLUOROFLEXTm 1000 HI-RIB STEEL m 2x4 PURLINS @ 23 (4) 4"O.C. (2100 MSR SPF, (2) STRU/2x5 1 U M. BOLTS &RAL SCREWS O Z STRUCTU FASTENED W1 HEADLOK .19"x6.0" ui Z FLATHEAD LAG SCREWS) O INSULATION STOP/ AIR DEFLECTOR 2x4 BEV. PURLIN v FILLER STRIP C 2x6 BEV. FASCIA ° 2x4 OVERHANG NAILER 30' 3090-S1 R.C.TRUSS LV 5"O.G. GUTTERS 30' 3090-Sl R.C.TRUSS LV T#144 & 146 FASCIA TRIM SOFFIT - 12 HEADER FASTENING SCHEDULE Z HI-RIB/SOFFIT CAP (2) 2x12 HEADERS(2250 A1SR SYP) 2x4 TOP BLOCK &T#11 HEADER STUB JAMB 3-2x6 STUB COLUMN ._..! 9" (R-30) FIBERGLASS BLANKET INSULATION RIPPED 2x4 BLOCK (3 1/4" ) MEMBER COLUMN COLUMN W HEIGHT " >•- A:y- 2x6 OVERHANG NAILER BLACK 4 MIL VAPOR RETARDER FLAG S EEADER (2400 MSR SYP) EA 2xl2 10 8 Q Z 2xb BLOCK ACOUSTICAL INTERIOR HI-RIB STEEL T#124 T#15 8 6 ui "' "§�` 2x4 TOP BLOCK &T#11 2x10 - '� T#129 O.H.D. (2) 1/2"x5 1/2"M. BOLTS & INTERIOR HI-RIB STEEL 2x2 BLOCK NOTES: U U (4) 4"STRUCTURAL SCREWS T#167 TRANSITION TRIM ALUMASEAL _ T#151 I 1. NUMBERS ABOVE ARE 4"STRUCTURAL = F.^ 16" DEEP UNFACED FIBERGLASS T#152 SCREWS REQUIRED PER CONNECTION. U INSULATION UTILIZED AS FIRE BLOCK T#154 T#105 2. PRE-DRILL HEADERS AS REQUIRED 2x3 JAMB (BEYOND; TO PREVENT SPLITTING. 6" (R-19) BLANKET INSULATION W/ GRADE TO BOTTOM Q BOTTOM 2'TREATED) 3. 1F NUMBER OF SCREWS REQUIRED FOR 4 MIL VAPOR RETARDER OF 2x6 BLOCK HEADER TO JAMB COLUMN CONNECTION 2x4 STRIPPING @ 16"O.C.TO 8'-0" 3-2x6 JAMB COLUMN (BEYOND) ! 1 � FLUOROFLEXTM 1000 HI-RIB STEEL 3/4'k<Nx&T&G PLYWOOD 2x6 TRACK BLOCK (BEYOND; — T EXCESSIVE TO CAUSE SPLITTING, �J THE EXCESS SCREWS MAY BE INSTALLED ( 2 ) ROWS 2x6 NAILERS (2100 MSR SPF) BOTTOM 2'TREATED) IN HEADER SUPPORT BLOCKING. w ZO 3-2x6 LAMINATED COLUMN O H D HEADER SECTION B = o GRADE TO HEEL 2x2 VERTICAL BLOCKING SCALE: 1"= 1'-0" AT COLUMN LOCATION T#167 TRANSITION TRIM 1/4" GRRAA DE TO Q x 2x6 NOTCHED NAILER (2100 MSR SPF) BOTTOM OF 2x4 m FLUOROFLEX 1000 HI-RIB STEEL WAINSCOT Z 0 7/16"OSB PROTECTIVE LINER n- T#167 BASE TRIM NAILER FASTENING SCHEDULE (20) 1/4"x 2 1/2"POWER LAG WASHER HEAD c000,-> Z CONTINUOUS OVER CORNER/JAMB YELLOW ZINC SCREWS COLUMN SPLICED AT COLUMN COLUMNS uj 2x4 NON-TREATED BASEBOARD Q 1 1/2"x1"BLOCK &T#109 BASE TRIM ( )4 16d R.S.NAILS (4) 16d R.S. NAILS CL 6"CONCRETE FLOOR (2 EA.SIDE OF SPLICE) {2) 16d R.S. NAILS vi 4'WIDE R-10 PERIMETER INSULATION NOTES: � g 3' BLACK PLASTIC 1.SEE SECTIOt4S FOR NAILER SIZE/GRADE AND NO.OF ROWS REQUIRED 8Rr FINISH GRADE �'' :<:: ;:_'�'�•` :a :.�+air'.:r',. 0 z 4"MINIMUM COMPACTED GRANULAR BASE OR IN SITU GRANULAR SOIL 2x6 TREATED BOTTOM PLATE 360M & 370M BRACKETS FASTENED TO MFS DRAWN BY: JW 4-0 W/(2) HUS-P 6x40/5 SCREW ANCHORS EACH (1) ROW 2x8 TREATED SPLASHBOARD FASTEN TO 360M & DATE. 9/23/2024 • .e 370M BRACKETS WITH #14A x 1 1/2"MILLED SCREWS CHECKED BY. JMM MFS PRE-CAST CONCRETE COLUMN DATE. 10/2/2024 21"THICK CONCRETE PAD(2500 PSI MINIMUM). LOWER COLUMN . ' 20" BELOW BOTTOM OF PRECAST CONCRETE COLUMN PR=CAST CONCRETE REVISED DATE. -- AROUND EXPOSED REBAR CAGE AND 3/4"xl4" COLUMN INSTALLATION REVISED DATE: — 24"0 THREADED ROD WITH AN ADDITIONAL MINIMUM V ABOVE BOTTOM OF PRECAST CONCRETE COLUMN. 3/4"ADJUSTMENT ROD 1. INSTALL PRECAST CONCRETE REVISED DATE.' — PLACE CONCRETE BELOW AND ABOVE BOTTOM OF WITH BASE PLATE COLUMN W/ADJUSTMENT ROD & VEVISED DATE.' -- }'I• LOWER COLUMN IN ONE OPERATION. UNDISTURBED SOIL ''' '` Y•'' BASE PLATE IN THE AUGERED .�#`'•' HOLE. f� . �P.��,OF NEW y0 ��'� ' :mow 2 COLUMN IN BOTH DIRECTIONS p�' IO 'p SIDEWALL SECTION A };•; �>, J. SCALE: 1/2"= V-0' 3.ADJUST HEIGHT UP OR DOWN '' '' ;.'�•''�� WITH ADJUSTMENT HEX ROD 4. POUR READI-MIX CONCRETE INTO THE HOLE AS SPECIFIED. F 102832 'O� VV f 5. BACKFILL AND COMPACT THE LOWER COLUMN ANNULAR SPACE AROUND THE UI f0�»//zoz� OITALV eNEDANDSEALED T NIWNJ.ZOBRWT CERTIFICA MOSTBE VERIFIED ON ELECTR COPIES.PRINTED COPIES OF THI ISOMETRIC COLUMN TO GRADE WITH SOIL DOCUMENTARE NOT CONSIDERED SIGNED ANO SEALED AUGERED FROM THE SITE. r7ALE. AS NOTED SHEET NO: OF: S5 S7 7-9" ! 5 1/2" -_ 4 1/2" 2x6 RAFTER DETAIL --� SCALE: 1/2" FA N RAI FLUOROFLEXrm 1000 HI-RIB STEEL EPDM RO BL TOP PLj G 8'-0" 4"STRUCTU 2x4 PURLINS 3/4"T&G PLYWOOD W/SEL - SCREWS w TWO-PIECE GABLE TRIM DHERING WATERPROOF MEMBRANE 2x6 FASCIA (4) 0.135"x 2 1/4"R.W. NAILS OR 16d R.S. NAILS FASCIA Wh T#150 DRIP-EDGE ROOF SLOPES DOWN 1 TRU` C_TURAI,, T#194 TRIM 2x10 F AS C IA U F AS TLEN WEDIT HTO TO P 4STRUCTURAL SCREW RAP PLATEFSDWAL 10 i SOFFIT & INTO BRACE RS UN AILS SPA E 0 MIN. CLOS -CELL 2' END BRACE STRAP W/PRE-PUNCHED SP Y FOA ULATION ' HI-RIB/SOFFIT CAP TRIM � � 1 ROW 2x4 HAILERS 2100 MSR SPF 2x6 RA i HOLES (BEND TO FIT) FASTENED W/ FASTENED TO EA.S UD W 2 @ 16"O.C. / INTERI (3) 0.140x 1 ?/2"R.S. NAILS 0.148'x3-1 2' 16 30'-2x8 (NO.1 SYP) RS NA LS 16 STEELDO BE 2x6 T PLATE END RAFTER ASSEMBLY 2x6 DIAGONAL BRACING FASTENED 4, IL VAPOR RET ER r �/ " (R 19) KRAFT-FAC 2-2x6 E.C.E. TO COLUMN W/(4) 16d R.S. NAILS 8'-0" FLUOROFLEX 1000 HI-RIB STEEL FIBERGLASS BATT INSULA N 30' 3090-S i R.C.TRUSS FROM GRADE 6-8 1/2"CLEAR TO TOP T#167 TRANSITION TRIM OF ROOF 2 6 NOTCHED NAILER 2100 MSR SPF DECK T 'NE D TO A. STUD W 2 0• X 2' (16d S N T-1 3/4" FLUOR FLEX 1000 HI-RIB STEEL WAINS 3/4"T&G PLYWOOD FROM TOP 7/16"OSB PROTECTIV , NER 2x6 STUDWALL @ 16"O.C. OF FLOOR 2x8 TREATED SPL BOARD TO BOTTOM W/PRECOMPRESSE LTRA-SEAL 2x6 TREATED BOTTOM PLATE. OF RAFTERS 2x4 TOP BLOCK W/T#I I & T#136 167 BASE TRIM ASTEN EACH END WITH ]/2 DIA. HAS ANCHOR RODS 7" EMBE MENT WITH HILTI SLOPE DOWN 1/4" H '-HY 0 V3 ADHE IVE. y SLOPE DOWN ♦ FI • ° SEE SFI F '. . ♦ -OR DETAILS t 4 4 CALE 11/2 1' " )RIUDURSE`..TIO S MD, DEC (,. T#129 STITCH SCREWED WITH 2x12 H ADER NO. SYP #9x1"S.S.I.D.SCREWS W/WASHER T#191 CONNECTION TRIM EPDM ROOFING --_�. 3/4"T&G PLYWOOD W/SELF- HEADER FAST 'ING SCHEDULE ADHERING WATERPROOF MEMBRANE 8" HEADER JAMB MEMBER UP GH7 •'' COLUMN FINISH GRADE r ~. . - 2xi2 T#191 & 129 NOTES: 4'-0" 1. NUMBERS AB E ARE 4"STRUCTURAL 2x FTERS'@ '1.. SCREWS REQU ED PER CONNECTION. O.C. 2. PRE-DRILL HEA ERS AS REQUIRED R-30 CLOSED-CELL ad TO PREVENT S iTTING. SPRAY M INSULATION 3. IF NUMBER OF CREWS REQUIRED FOR HEADER TO JA B COLUMN CONNECTION FASTEN END FTER TO 2x12 HEADER lOd �?a• ,,4 IS EXCESSIVE t CAUSE SPLITTING, @ THE EXCESS S EWS MAY BE INSTALLED R.S. GUN NAILS IN HEADER SU ORT BLOCKING. O.C. STAGGERED 18"0 INTERIOR HI- STEEL 7-0" GRADE 8-0�, 8D E TO TING FLOOR O OP EDGE OF T#11 TO TTOM OF OF ROOF OVERHANG OP ING DECK ENDWALL SECTION C EXISTING CONCRETE SLAB CUT FLUSH WITH WALL AT OPENING EXPANSION JOINT SEE SF1 FOR DETAILS 5-1 1/2" EXISTING NON-MORTON UILDING ---- - — - - - - - - - SCALE: 1/2'= 1 -a' O N f OFFICE: q CUTCHOGUE, NY JOB NO. 128-136197 0 2x6 BLOCK BETWEEN NAILERS (,� N NAILED TO COLUMN W/ 20d GUN NAILS. NAILED 3"O.C. �^ w m O = Z Q/ w Z LAMINATED COLUMN ' Z 2x6 NAILERS 1 1 1 1 1 1 7/16";OSB z LAMINATED COLUMN Z OSB SHEARWALL DETAIL w SCALE: 1/2"= F-9' Q La O �o U z . Z FLUOROFLEX 1000 HI-RIB STEEL �/ U 2x4 NAILERS 2x6 OVERHANG NAILER ~ `y Ln 6" (R-19) FIBERGLASS BLANKET INSULATION Q w 3-2x6 LAMINATED COLUMN T#48 INSIDE CORNER TRIM ~- 0 2x6 BLOCK BETWEEN NAILERS U g - -- - -------- ---- - Fw--- o z ,i- -- --- --- - - ----- - 2x6 NAILERS -�� •�- ---_. --------- ------ --I• U v •'-----•----;---- - -�• � x ryyQ •I - Upm� EXTRA NAILERS ADDED _ I C9 •� —- - Z n BETWEEN SiD. NAILERS . . . -.--. . O -----. . . . . .----" -1• (MAX.SPACE TO BE24") .1- - ----- ----.-.- .-__.--- d - I• 2x6 VERTICAL BLOCKS (a- COLUMN BETWEEN NAILERS 0 6" (R-19) KRAFT-FACED FIBERGLASS I-. --- --- -- -_--- - - -I• 1 1 1 = BATT INSULATION . . . . . • N 2x6 STUDWALL @ 16"O.C. ~-.--r . .? . r.T w 2x6 VERTICAL BLOCK - ------.__ -- __._ .__._ --- PERIMETER OF OSB SHEETS Q °: 3/4"T&G PLYWOOD •�- (• NAILED W/1-3/4' RING SHANK `n �-'--- ---------- --- -- - -� COIL GUN NAILS SPACED3"O.C. ( 1 1 g . . - ----- --- - - -------- -� 7/16"OSB --J FRAMING DETAIL # 1 �•I..._ -- - - �• SCALE: 1-1/2"= 1'-0" . ---'--- - -�--- -�' Z - - -- -... .__... ----- -- -- - -I. '� �• OSB NAILED TO INTERMEDIATE ;I- - --- -- - - ------ -- -(: SUPPORTS W/1-3/4"RING SHANK DRAWNBY: JW COIL GUN NAILS SPACED 6"O.C. 2x6 NOTC'-IED NAILER -•-- ----.-- -•-=-'- =-----'-==-'.-= - LAMINATED COLUMN DATE.' 9/23/2024 ;� '• CHECKED BY: JMM 'I- ---- -- ----- -- - ---I. DATE.' 10/2/2024 t---- ----- --- --- - -----�' REVISED DATE.' •I 5/4x6 NAILER REVISED DATE.' — •I--- ---- - ----- -- -- - ---1. • REVISED DATE.' 2x8 TREATED SPLASHBOARD EVISED DATE.' — ' - ----- - - -- - - OF NEW It- c7'� J. J. MFS PRE-CAST COLUMN * 2,a OB�� ipk 102832 7/16" OSB SHEARWALL ELEVATION RoF ss SCALE: 1/2"= F-0" f i�Zo24 MUSTBE NED AND LECT Y OPIES J. TE Tp"OFCAT MUST BE VERIFIED ON ELECTR COPIES PRINTED COPS OF TNI DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED 4 SCALE AS NOTED SHEET NO: OF. S7 S7