Loading...
HomeMy WebLinkAbout51497-Z OF SO(/ryo`o Town of Southold * * P.O. Box 1179 0 53095 Main Rd Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 46283 Date: 06/30/2025 THIS CERTIFIES that the building ACCESSORY-NEW STRUCTURE Location of Property: 24400 CR 48 CutchoQue, NY 11935 See/Block/Lot: 84.-4-8.1 Conforms substantially to the Application for Building Permit heretofore,filed in this office dated: 10/11/2024 Pursuant to which Building Permit No. 51497 and dated: 12/19/2024 Was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: 30 x 30 Accessory Building as applied for. The certificate is issued to: Patrick Kaelin Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: ELECTRICAL CERTIFICATE: 51497 4/25/2025 PLUMBERS CERTIFICATION: A/-, Auth d Si nature ofsoury TOWN OF SOU-THOLD 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 OF SO�Tyol o Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G • Q Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Patrick M Kaelin Address: 24400 CR 48 City: Cutchogue St: NY Zip: 11935 Building Permit#: 51497 Section: 84 Block: 4 Lot: 8.1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: Custom Lighting of Suffolk License No: 38893ME SITE DETAILS Office Use Only Indoor I✓ Basement F Service F Solar (— Outdoor I✓ 1st Floor Pool r Spa F Renovation F 2nd Floor Hot Tub r Generator (— Survey r Attic r Garage Battery Storage INVENTORY Service 1 ph r Heat Duplec Recpt 21 Ceiling Fixtures 6 Bath Exhaust Fan Service 3 ph r Hot Water GFCI Recpt Wall Fixtures 3 Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures CO Detectors Sub Panel 100A A/C Blower Range Recpt Ceiling Fan 2 Combo Smoke/CO Transfer Switch UC Lights Dryer Recpt Emergency Strobe Heat Detectors Disconnect Switches 4 4'LED Exit Fixtures Other Equipment: 100A SubPanel 32 Circuit/ 10 Used Notes: Acc. Morton Building Inspector Signature: X — Date: April 25, 2025 Sean Devlin Electrical Inspector sean.deviinCaD_town.southold.ny.us 24400RT48MortonElectric OF SOUTyolo f # TOWN OF SOUTHOLD BUILDING DEPT. `yi'ourm, 631-765-1802 -INSPECTION [ OUNDATION 1ST [ ] ROUGH PLBG. [ ] FqdkDATION 2ND [ ] INSULATION/CAULKING [ STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: DATE INSPECTOR DOE 50UTyO# TOWN OF SOUTHOLD BUILDING DEPT. "co 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] .FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: lrt�ul&hon 01le-6 DATE 3-��- INSPECTOR o�aOF SOUlyO # # TOWN-OF SOUTH.OLD BUILDING DEPT.- cou 631-765-1802 lKa� INSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I ULATION/CAULKING [ . ] FRAMING /STRAPPING [ FINAL . &'i[ vIS [ ] FIREPLACE:& CHIMNEY [ ] FIRE SAFETY INSPECTION . [ ] FIRE.RESISTANT CONSTRUCTION [ . ] FIRE.-RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [' ] RENTAL REMARKS: 44AVVb1 QI DATE INSPECTOR 1AA& #�pf SOUTyo# Sl L-t I i co - TOWN OF SOUTHOLD BUILDING DEPT. oou 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING . [ ] .FINAL [ ] ,FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION j ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: 0 14an !7�3 Li---04 DATE �-I INSPECTOR zAi A4 oo c.. eLneacA orr.. Tl?ooP� *H + 9 P041noS jo . jL Bulpling 7:00 _ ,fir►` 1-11 - J - ®R p _ I ._ FIELD INSPECTION REPORT DATE COMMENTS r FOUNDATION (1ST) ---------------------------------- FOUNDATION (2ND) z JZ G� QD 777 ROUGH FRAMING& PLUMBING Y1 SvIat.f1v►'1 �t aau lL. OIL IV Gd�� � r INSULATION PER N.Y. STATE ENERGY CODE i FINAL ADDITIONAL COMMENTS 's wm r � x ►o y O z x b O�gOfFOt��o TOWN OF SOUTHOLD—BUILDING DEPARTMENT x Town Hall Annex 54375 Main Road P. O. Box 1179-Southold,NY 11971-0959 Telephone (631)765=1802 ' Fax (631) 765-9502 https:/,/www.southoldtownny.g& Date Receroed APPLICATION FORSUI,LDING PERMIT.. V1 , r For Office Use Only PERMIT NO. 51 14 q Building Inspector QV•'49 � Applications and forms must be filled out in their entirety. Incomplete �pXX applications will not be accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed. •�ii'e �`' Date: OWNER(S)OF PROPERTY: Name:Patrick Kaelin _- - _- - scrM#s000-.-. Project Address:24400 route 48 Phone#:631' 599-4929 mail: kaelin59 mall.com Mailing Address:24400 route 48 cutchogue CONTACT PERSON: Name:Patrick Kaelin Mailing A8dress:24400 route 4,8:cutcho ue Phone#:631--599-4929 Ema l:pkaselin59@gmail.com DESIGN PROFESSIONAL INFORMATION: Name: 1� q r� - -= . . Mailing Add :ress - ;?7Z5655 CC>X_. - fib Lam- Phone - Emai • •j CONTRACTOR INFORMATION: Name: IAAC Mailing Address E_ ' - S Phone#: � — 1111 Email:W �l ( '{'Q�►&7UlCilfl (1-�'Cl DESCRIPTION OF PROPOSED CONSTRUCTION RNew Structure.[]Addition ❑Alteration *I]Repair O'Demolition' Estimated Cost oof rojea.: ❑Other $Will the lot be re-graded? ❑Yes o Will excess fill be removed from premises? DYes No . 1 PROPERTY INFORMATION Existing use of property: 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 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 210AS of the New York State Penal_Law._ Application Submitted By(print name): _ LA�c Je Authorized'Agent []Owner Signature of Applicant: - - Date: STATE OF NEW YORK) SS: COUNTY OF ► ) �►, } - ".. _. i illL i�L�iJ( .being duly sworn,deposes and"says that,(s)he is the applicant (Name of individual signing contract)above named, _ (S)he is the Qc ii-AV 1 (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 ��TU!'7�, , 20 Notary Public--' =ERIN E-DELIVER NOTARY PUBLIC STATE OF NEW YORK. PROPERTY OWNER AUTHORIZATION SUFFOLK'COUNTY LIC.#01 PE6334906' (Where the applicant is not the owner), COMM. EXP. 12/28%2027 ; I, '[�'�{�— �—�• Mj_14 residing at 2Algoo .17^U t E 48 I ) do hereby`authorize hIt to apply on my beh • . o the.Town.of Southold Building Department,.for approval as described herein. Owner's Signature Date , Print Owner's Name 2 C E t V E ftrf�,t BUILDING DEPARTMENT- Elect " Inspector TOWN OF SOUTH O APR " 2 2025 Town Hall Annex- 54375 Main Road - PO Box 1179 Southold, New York 11971-0959iiding Department Telephone (631) 765=1802 - FAX (631) 7691'bO®u$h®Id roQerr(cD-southoldtownny.Qov- seanda-southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (Ali information Required Date: Company Name: Custom Lighting of Suffolk Electrician's Name: Benjamin Doroski License No.: 38893-ME Elec. email: Clos5170@gmaii.com Elec. Phone No: 631-298-4588 01 request an email copy of Certificate of Compliance;'. Elec. Address.:- PO Box 1698 Mattituck NY 11952 j JOB SITE INFORMATION (All Information Required) Name: Patrick Kaelin Address: 24400 Route 48 Cutchogue NY 11935 Cross Street: Bridge Lane Phone No.: 631-599-4929 Bldg.Permit#: 51497 email: pkaelin59@gmail.com Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): New Morton Building Electric , Heat, Outlets, Lighting and Sub Panel Feed Square Footage: goo Circle All That Apply: Is job ready for inspection?: ❑ YES FV]NO FV]Rough In ❑ Final Do you need a Temp Certificate?: ❑ YES Fv-]NO Issued On Temp Information: (All information required) Service Size❑1 Ph❑3 Ph Size: A #Meters Old Meter# ❑New Service❑Fire Reconnect[]Flood Reconnect❑Service Reconnect ✓❑Underground❑Overhead #Underground Laterals D 1 2 M H Frame Pole Work done on Service? M Y DN Additional Information: . PAYMENT DUE WITH APPLICATION ��yOSVFF04 BUILDING DEPARTMENT-Elect 'e Inspector_ 2 2025 G TOWN OF SOUTHO y :0 Town. Hall Annex- 54375 Main Road - PJO Box 1179 Southold, New York 11971-0959II&P19 0GP:Drtmerut 4 ` �ap� Telephone (631) 765-1802 - FAX (631) �66!bgbP"th®Id rogerr southoldtownny.aov— seand(&southoldtownny.Qov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required Date: Company Name: Custom Lighting of Suffolk Electrician's Name: Benjamin Doroski License No.: 38893-ME Elec. email: Clos5170@gmail.com Elec. Phone'No: 631-298-4588 []1 request an email copy of Certificate of Compliance. Elec. Address.: PO Box 1698 Mattituck NY 11952 A JOB SITE INFORMATION (AII Information Required) Name: Patrick Kaelin Address: 24400 Route 48 Cutchogue NY 11935 Cross Street: Bridge Lane Phone No.: 631-599-4929 Bldg.Permit#: 51497 email: pkaelin59@gmail.com Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): New Morton Building Electric , Heat, Outlets, Lighting and Sub Panel Feed Square Footage: goo Circle All That Apply: Is job ready for inspection?: ❑ YES Z NO ❑✓ Rough In ❑ Final Do you need a Temp Certificate?: YES 0 NO Issued On Temp Information: (All information required) Service Size❑1 Ph❑3 Ph Size: A #Meters Old Meter# [-]New service[]Fire Reconnect❑Flood Reconnect[:]service Reconnect❑✓ Underground❑Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: • PAYMENT DUE WITH APPLICATION PERMIT# Address: Switches I , Outlets GFI's Surface_ Sconces H H's UC Lts Fridge HW POOL Fans Mini Fr. W/D PanelPump Exhaust Oven Sump Heater Trnsfmr Smokes DW Generator Salt Gen. Carbon Micro GrbDis Water Bond Lights Heat Pucks ERV HOT TUB/SPA Inst Hot DeHum Transfer Disc Combo Cooktop Minisplit Blower AC AH Hood Blower Service Amps Have Used Sub Amps ICIC)4-' Have,'-/ Q Used I Comments •'9 MIDDLE ROAD +. - .� taOurE a�r COUNTY id_ 0d:�0°19'20"Ef��P°!Q l36.50 pp¢� z. Ire ', _r _. ,' .���ti �- _ _ �'•_ -� �._{' n '0 m $O IL 1 1 2 Sty_' O� W frarfw- LS L dw►eit inn 1 �4 © , ` t8• �� . _ r.C e „•� y ul top pipe t.S.730-2.2-oo:!S /.- _ `.7-5.24;P Ae kow OR FORMERLY EUGENE P- MARIE D. VANDE14 BOSCH deem mf right of drays and or easements /mmem bf reco +d,9 aq,imot shown are not guaranteed. _ tHOwR HEKW FR0ffi TNE� YaF1011 1ci 4i9YYl1f M JQR N®. 83' 149 FILE NO. FOa it smme pip} SURVEYED FOR I3ICHARO J. PHYLlSS A. NONCARR LINES ARE ---..... �.� cmn ntECEF�flE Bit ?it48 30'3090-S1 RC Truss: 4430640002909 Customer: 128136197 SID: TID: Date: 09/28/23 Truss Mfr.MBI Page: 1 of 1 5-9-3 4-8-15 4-4-7 4-4-75-9-3 5-9-3 10-6-1 14-10-8 19-2-15 23-11-13 29-9-0 1 2 3 4 5 6 7 MN11X13 4/12 MN5X10pn IN5X10pm -4/12 c MN3X5 MN3X5 m i 1D MN11X13-18 m M 11X13718pm MN6X9pm 6X18-1 1PM MN6X9pm MN5X6pm MNSX6pm MN9X16-18pm 1/12 -1/12 MN9X16-18pm 6-3-2 I 5-1-9 1 3-5-14 1 3-5-14 1 5-1-9 1 6-3-2 6-3-2 i1-4-10 14-10-8 18-4-6 23-5-14 29-9-0 1 8 9 10 11 12 7 29-9-0 Truss Weight = 244.4 lb Design: TPI-2014 - - PSF Live Dead Dur Factors TC 48.0 4.0 Live Wind Snow _ BC 0.0 5.0 Lum 1.15 N/A N/A Total 57.0 Plt 1.15 N/A N/A Spacing: 7-06-00 o.c. Plies: 1 Repetitive Member Increase: No Green Lumber: No Wet Service: No Fab Tolerance: 10% Creep (Kcr) = 2.0 Material Summary Reaction Summary Deflection Summary TC 2x8 SP 2400/2.0 --------------Reaction Summary(Lbs)---------------- TrussSpan Limit Actual(in) Location BC + 2x8 SP 2400/2.0 Vert LL L/240 L/472(-0.74) 10-11 Webs 2x4- SP (ALSC6-2013) #1 Jnt --X-Loc- React Vert DL L/120 L/999(-0.14) 10-11 Wedge 2x10 SP (ALSC6-2013) #1 7 29-06-04 6359 Vert CR L/180 L/397(-0.88) 10-11 Horz LL 1.00in ( 0.34) @Jt 7 Member Forces Summary Horz CR 1.50in ( 0.40) @it 7 Max'CSI in TC PANEL 2 - 3 0.90 DPL LL 2L/120 2L/999( 0.00) 10- 4 Max CSI in BC PANEL 8 - 9 0.93 Bracing Data Summary Max CSI in Web 9 - 4 0.42 ------------Bracing Data------------ Chords; continuous except where shown ...Mem... 'Ten Comp .CSI. -------------Purlins------------ TC 1- 2 0 13324 0.77 ---oc--- --From-- ---To--- #Bays 2- 3 0 12945 0.90 Notes TC 2-00-00 0 29-09-00 16 3- 4 0 12817 0.61 Plates designed for Cq at 0.90 and Rotational Tolerance of 5.0 degrees BC 7-06-00 0 29-09-00 4 4- 5 0 12817 0.61 A "pm" next to the plate size indicates that the plate has been user Web Bracing -- None 5- 6 0 12944 0.90 modified; see Plate Offsets for any special positioning requirements. 6- 7 0 13323 0.77 Single pass roller reduction factor has been used. Plate offsets(X,Y): BC 1- 8 12201 0 0.86 (None unless indicated below) 7-12 12200 0 0.86 Jntl(06-02,01-08), Jnt3(-01-07,-00-08), 8- 9 12547 0 0.93 Jnt4(0,-00-01), Jnt5(01-07,-00-08), 9-10 10421 0 0.53 Jnt7(-06-02,01-08), TntO(00-01,-00-01), 10-11 10421 0 0.53 Jnt9(00-09,00-11), JntlO(00-01,-00-08), 11-12 12547 0 0.93 Tntll(-00-09,00-11), Tntl2(00-02,O) Web 2- 8 53 533 0.04 23 Joint Stress Index(JSQ: 3- 8 0 533 0.29 Jntl(0.97), Jntl(0.84), Jnt2(0.60), 3- 9 0 1753 0.42 Jnt3(0.63), Jnt4(0.92), Jnt5(0.63), 4- 9 2131 0 0.35 Jnt6(0.60), Jnt7(0.97), Tnt7(0.84), 4-11 2534 0 0.42 JntB(0.62), Jnt9(0.92), TntlO(0.87), 9-11 2534 O 0.29 Jntll(0.92 (0.61) 5-11 0 1753 0.29 5-12 0 533 0.23P. OF NEW,;, .6-12 53 369 0.04 MSC 10-10 0 0 0.00 J. IO� _ r W Digitally signed-by Benjamin Zobrist 2 Date:2024.10.1005:48:31 �__ �F� 101832 -05'00' ' CERTIFICATE MUST BE VERIFIED ON SS N ELECTRONIC COPIES.PRINTED COPIES OFTHIS DOCUMENTARE NOT CONSIDERED SIGNED AND SEALED. I 101101ZOZ-F ®Component Solutions Truss Studio V 2022.5.2.5 En91)mg:207DBRGT JSI rOFFICE: DESIGN AND EXPLANATORY NOTES CUTCHOGUE, NY MORTON BUILDINGS GENERAL SPECIFICATIONS JLNNO. 1.) ALL PLOT PLANS AND RELATED DETAILS SHALL BE PROVIDED BY OWNER UNLESS 8-136197 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 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 o MECHANICALLY FASTENED TO ABOVE GROUND NAIL LAMINATED COLUMNS. THE SYSTEM IS DESIGNED TO 3.) ONE MAY ALTER ANY ENGINEERING ITEM UNLESS ACTING UNDER THE 1 �-1 DIRRECTION OF THE LICENSED / REGISTERED ENGINEER . � RESIST BOTH AXIAL AND BENDING FORCES. a_ 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' Q_ (SEE PLANS FOR DIAMETER AND DEPTH). MFS PRE-CAST CONCRETE COLUMNS ARE PLACED IN THE HOLE. SUBCONTRACTORS AND ARE THE OWNER'S RESPONSIBILITY. m CONCRETE (MINIMUM COMPRESSIVE STRENGTH 2500 PSI) IS POURED IN PLACE TO THE SPECIFIED THICKNESS O D (SEE PLANS FOR REQUIRED THICKNESS ABOVE AND BELOW THE COLUMN).THE COLUMN IS THEN BACKFILLED APPROVED AS NOTED w WITH SOIL AND COMPACTED AT 8" INTERVALS OR BACKFILLED WITH CONCRETE (SEE PLANS). � � COMPLY WITH ALL CODES OF C � O DATE• 2_1 q a B.P.# -L.�.. NEW YORK STATE&TOWN CODES TREATED LUMBER -- PRESSURE PRESERVATIVE TREATED LUMBER OTHER THAN LAMINATED COLUMNS ARE NO. 1 FEE .oo BYL_Ij� S RE SIRED AND CONDITIONS OF OR BETTER SOUTHERN YELLOW PINE AND CENTER MATCHED OR NOTCHED AND GROOVED OR S4S. ' `001=0111M NOTIFY BUILDING DEPARTMENT AT :0 mD M,7.I Fv..,,c u BOI'am O z PRESSURE TREATMENT TO GROUND CONTACT RETENTION WITH PRESERVATIVE TREATMENT COMPLYING WITH 631-765-1802 8AM TO 4PM FOR THE USE CATEGORY UC4B (AWPA OR ICC-ES) AND IN COMPLIANCE WITH USEPA GUIDELINES AND STANDARDS. FOLLOWING INSPECTIONS: +1 +DLDTOeti L.LI FOUNDATION-TWO REQUIRED ' L1J FOR POURED CONCRETE S�JTi�OtD s �' FRAMING LUMBER -SIDING NAILERS ARE 2x4 S4S OR 2x6 SPF NO. 2 OR BETTER SPACED APPROXIMATELY 36" G' z O.C. WITH ALL JOINTS STAGGERED AT ATTACHMENT TO COLUMNS. ROOF PURLINS ARE 2x4 S4S NO. 2 OR ROUGH-FRAMING&PLUMBING BETTER ON EDGE SPACED APPROXIMATELY 24"O.C. ALL OTHER FRAMING LUMBER IS NO. 2 OR BETTER. INSULATION WJ FINAL-CONSTRUCTION MUST BE COMPLETE FOR C.O. z ROOF TRUSSES - FACTORY ASSEMBLED WITH 18 OR 20 GAUGE GALVANIZED STEEL TRUSS PLATES AS REQUIRED TRU.SFLACARDO(3G FEQUI^ED ui �``'' Q Eli 1 1 => ALL CONSTRUCTION SHALL MEET THE �L _.:`.`.. AND KILN DRIED LUMBER AS SPECIFIED, IN-PLANT QUALITY CONTROL INSPECTION IS CONDUCTED UNDER THE REQUIREMENTS OF THE CODES OF NEW O RESPONSIBLE FOR RETAIN STORM WATER RUNOFF �L o AUSPICES OF THE TPI INSPECTION BUREAU. TRUSSES ARE DESIGNED IN ACCORDANCE WITH CURRENT YORK STATE. NOT = ;, Q STANDARDS AND SPECIFICATIONS FOR THE STATED LOADING. DESIGN OR CONSTRUCTION ERRORS PURSUANT TO CH STANDARDS () - ==n OF THE TOWN CODE ry � SIDING & ROOFING PANELS (FLUOROFLEX 1000 T-) -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. U _J F-- O TRIM- DIE-FORMED TRIM OF 0.017" MIN., G90 GALVANIZED OR AZ55 GALVALUME STEEL ON GABLES, RIDGES, ! j od Z O 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 AL SIDES OF THE BUILDING. X O 2x4 F 1 F 1 MFS 09/20 Z 00 _ � O L J_J = ui w CL N Lu O z .� Z BUILDING DESIGN CRITERIA DRAWN BY.' JW USE GROUP U CONSTRUCTION TYPE VB DATE.• 9/23/2024 RISK CATEGORY I CHECKED BY.• J M M 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 (VULT) 130 MPH SHEET INDEX 2x4 2100f MSR SPF 2100PSI WIND SPEED (VASE) 101 MPH REVISED DATE: ---- SHEET # DESCRIPTION 2x6 NO. 2 SPF 1138 PSI WIND EXPOSURE c 2x6 NO. 1 SYP 1350 PSI I HEREBY CERTIFY THAT THE STRUCTURAL DESIGN FOR THIS G1 OF G1 SPECIFICATIONS &SHEET INDEX BUILDING WAS PREPARED BY ME OR UNDER MY DIRECT SF1 OF SF1 FOUNDATION PLAN & DETAILS 2x6 2100f MSR SPF 2100 PSI SUPERVISION AND THAT I AM A DULY LICENSED/REGISTERED S1 OF S7 COLUMN PLAN 2x6 2400 MSR SYP 2400 PSI PROFESSIONAL ENGINEER. s2 of s7 TRUSS PLAN & DETAILS 2x8 NO. 1 SYP 1250 PSI *ROOF SNOW LOAD CALCULATIONS .�C, )f NE►l y 2x8 2400 MSR SYP 2400 PSI BENJAMIN J. ZOBRIST, P.E. P O S3 OF S7 TRUSS DRAWING & DETAILS Pf = 0.7 x Ce x I x Pg x Ct c.� 11�� �• 2 2x10 NO. 1 SYP 1050 PSI ben.zobrist@aliieddesignaes.com Ce = SNOW EXPOSURE FACTOR = 1.0 S4 OF S7 ELEVATIONS 2x10 2400 MSR SYP 2400 PSI I = IMPORTANCE FACTOR = 0.8 Digitally signed b Bin Zobrist 2x12 NO. 1 SYP 1000 PSI SS OF S7 Pg = GROUND SNOW LOAD = 20 PSF g y gne by r— S6 OF S7 SECTIONS & DETAILS Ct =THERMAL FACTOR = 1.2 Date: 2024.10.11 15:19:16-05'00' c� 2x12 2250f MSR SYP 2250 PSI f^ S7OFS7 Pf = 0.7x 1.0x0.8x20x 1.2 = 13.44 PSF 'LJ, 1 1/2"x16" LAMINATED VENEER LUMBER 2800 PSI Cs = ROOF SLOPE FACTOR = 1.0 F� 102832 3 1/2"x15" GLU-LAM 1650 PSI Ps = Pf x Cs = 13.44 x 1.0= 13.44 PSF AROF $S 5 1/4"x16 1/2" GLU-LAM 2400 PSI DIGITALLY NED AND SEALE Y NJAMIN J OO RI T CERTIFICATE 5 1/4"x19 1/2" GLU-LAM 2400 PSISCALE: AS NOTED MUST BE VERIFIED ON ELECTROIYC COPIES PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED SHEET NO: OF: Gl Gl �OFFICE., DESIGN AND EXPLANATORY NOTES CUTCHOGUE, NY (JOB NO. 1 28-1 36 1 9 7 1.) FOOTINGS ARE DESIGNED FOR A 2000 PSF SOIL BEARING CAPACITY. LOCAL 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 O DISTANCE OF 10' PLUS OVERHANG WIDTH. ! 1 0 c. A VAPOR RETARDER IS NOT MANDATED PER IBC SECTION 1907 EXCEPTION 3. UNLESS THE FLOOR WILL BE COVERED BY MOISTURE SENSITIVE FLOORING 0_ N MATERIALS OR IMPERMEABLE FLOOR COATINGS OR WHERE THE FLOOR WILL M 0 � BE IN CONTACT WITH ANY MOISTURE SENSITIVE EQUIPMENT OR PRODUCT. Q_ oe d. CONTRACTION JOINTS UNIFORMLY SPACED 18' O.C. OR LESS. m 2' 8' e. FOR PERIMETER INSULATION USE EXTRUDED POLYSTYRENE OR A COMPARABLE O SCALE: MR PRODUCT HAVING A MINIMUM COMPRESSIVE STRENGTH OF 40 PSI. Z 1' 4' 16' fv ' f. IF THE FLOOR IS TO BE HEATED, USE 1"TYPE VI EXTRUDED POLYSTYRENE OR A Q— Z `'I 1 COMPARABLE PRODUCT HAVING A MINIMUM COMPRESSIVE STRENGTH OF !r ^^ O 40 PSI UNDER ENTIRE FLOOR. °-ti ,"•_ 3.) CONCRETE SLAB THICKENED EDGE: z 30'-0" a. CONCRETE & REINFORCING BAR SPECIFICATIONS: ""^`� -3500 PSI, 5 1/2 BAG MIX. ri-000 GRADE 60, DEFORMED REINFORCING BARS. Ll i l b. HORIZONTAL REINFORCING: 7 ° Lj ° ��.� - HORIZONTAL REINFORCING SHALL BE CONTINUOUS OR PROPERLY SPLICE Z THICK B EDGE AROUND ALL CORNERS. Z .' - MINIMUM.q AT CO C SEE _ SPLICE LENGTH SHALL BE 12" M .J D ET A/S F 1 .::..... ...:.:....... -COVER SHALL BE 3"MINIMUM. W >_ Imo. ��_011 * \ Z LLI 4.) * - INDICATES DIMENSIONS ARE TAKEN FROM THE OUTSIDE FACE OF THE EXISTING _7z 13'-0" BUILDING. v EXTERIOR NAILER PLANE I' MAIN 30'x30' BUILDING'WITH MFS EXISTING b FOOTINGS'-SEE SHEET Sl'FOR' I 16'x8'-4'xl 6' b U o ° 'AUGURED FOOTING DETAILS NON-MORTON � o . . . . . . . . . . . . . . . . . . . . . . I BUILDING < F-- ' . . . . . . . . . . . . . . . . . . . . . . . ---- %o U � . . . . . . . . . . . . . . . .� _ o . . . . . . . . . . . . . . . . . . o . . . . . . . . . . . . . . . . . . . . . . ch Q/ O SF1 Z O MFS COLUMN WITH AUGURED FOOTING. 0- SEE SHEETS 1 FOR SIZE AND LOCATION DETAILS. 5-0" REFER TO BUILDING SECTIONS W = �F * ON S5 THRU S6 FOR Q V) o ADDITIONAL COLUMN DETAILS Lu CL O O QI O Lj O FOUNDATION PLAN DIMENSION -SHEET SF1 �J COLUMN PLAN DIMENSION -SHEETS I ---� Z a BASEBOARD 10'-0" 1 1/2"xl" BLOCK &T#109 BASE TRIM 6"CONCRETE FLOOR DRAWN BY.' JW 4' WIDE R-10 PERIMETER INSULATION 3' BLACK PLASTIC DATE: 9/23/2024 SLOPE S E 8" DOWN OWN MBI GRADE CHECKED BY. J M M 1/4" 8'-0" l/4" FINISH GRADE DATE.' 10/2/2024 REINFORCING MESH — 4"MINIMUM COMPACTED GRANULAR BASE REVISED DATE. ---- 6"CONCRETE FLOOR OR IN SITU GRANULAR SOIL F,J ,j 1 REVISED DATE. ---- SEE SHEET S1 TREATED BOTTOM PLATE FOR AUGURED SPLASHBOARD BRACKETS REVISED DATE. ---- 6 MAX. 5" — — —,�' FOOTING ____ 1g DETAILS SPLASHBOARD 4 ° ' a l a °°.Q TA 4 a REV/SED DATE. INISH t RADE 3" 4° °! MFS PRE-CAST CONCRETE COLUMN Of NEW y R-10 CONTINUOU ULATION ,a SEE SHEET S1 FOR AUGURED FOOTING DETAILS ��P P�\N J. Io�O,p� ( ) 9" 9" THICKENED CONCRETE SLAB * �� `ram► 18" (2) #4 CONTINUOUS REBAR SEE P COLUMN r 4"MINIMUM COMPACTED GRANULAR BAS OR IN SITU GRANULAR SOIL + C? 102832 � SS/0000 SIDEWALL SECTION B ��>�2024 DIGITALLY NED AND SFALED Y NJAMINJ OPRI T CERi1FICAT MUSTSEVERIFIEDONELECTR COPIES PRINTED COPIES OF TH" ILUATI N SECT SCALE: 1/2" = V-0" DOCUMENT ARE NOT CONSIDERED SIGNED AN D SEALED SCALE: 1/2"= 1'-0" SCALE.- AS NOTED SHEET NO: OF.• SFl SH OFFICE: DESIGN AND EXPLANATORY NOTES CUTCHOGUE, NY JOB NO. 1.) * - INDICATES DIMENSIONS ARE TAKEN FROM THE OUTSIDE FACE OF THE EXISTING 128-136197 .j BUILDING. 2.) EXISTING BUILDING EXTERIOR SIDING TO BE REMOVED AND REPLACED WITH HI-RIB STEEL SIDING. • o U ~ NO � NO N A W 2' 8' 2'-10 1/2" 2'-0" 2-0" 2'-10 1/2" (V e SCALE: N N cV N r' \ / O Z 7, 4' 16' 4 a/ w o - _ F; O O� I o `t `o :o ;tCL cv I a N N 10'-0" 10'-0" N o5'-1 1/2 V Z EXISTING BUILDING EXTERIOR / B I B WALL SIDING -SEE NOTE 2 SS S5 Lu 29 1-911 18" 18"M -�� 29,_9„ 291_9„ z I f 18"M 18"M 18"M 18"M N I O' 24"M Lo © I Lli 22'-4 1/2" — 18"M 18"M — / Z €'::. �1 1 ::: {„ Lu V 18 `0 18"M , 1 � EXISTING / N 14'-10 1 2" - 1 '►� E S7 I 16'x8'-4'xl 6' / I o, _� 0• U / 8 I NON-MORTON Ln co S6 BUILDING r; < S6 18"M ` 11'-0" - 1l'-13/4" �— U Ir W - z 7-4 1/2" — 18"M 18"M * — 7'-4 1/2" O N = o CV 18"M 24"M 24"M 24"M 181, 0'-0" 0'-0" 0'-01, O zm A oz z I I S5 I � � O ( � � ZO1 -0" NON-VENTED ENDWALL OVERHANGS 7-4 1/2" 7-6" 7-6" 7-4 1/2" 5-1 1/2 * D VLu J � Z O � Oo W = 1'-0"VENTED SIDEWALL OVERHANGS _ _ _ U N OCV� 1- qo. UUo 0N oo Z o Z ui 04 ZU U r 0 O _j 50 h W COLUMN PLAN • �` .j° `o —' Z Q DRAWN BY.• JW DATE. 9/23/2024 CHECKED BY. JMM COLUMN PLAN LEGEND DATE.' 10/2/2024 o - 3-2x6 LAMINATED COLUMN LOCATION REVISED DATE.' ---- ■ - HEADERED TRUSS LOCATION REVISED DATE.' --- - 3068 9-LITE TEMPERED GLASS IN PLAIN 2-PANEL LEAF FIBERSTEEL WALKDOOR, OUT SWING, LEFT HINGE WITH CLOSER, LOCKSET REVISED DATE.• ---- A - (4) 4429 MB SLIDING WINDOWS O - (2) 1 0'-2"xl 0'-1"OVERHEAD DOORS REVISED DATE.' ---- - 30x30 ATTIC ACCESS PANEL (VERIFY LOCATION) - ALUMINUM SNOW RETAINERS C,Of NEW - ALL STEEL FASTENED WITH STAINLESS STEEL SCREWS ROUGH OPENING SCHEDULE P� yo s0 - 7/16"OSB SHEARWALL LOCATION (SEE DETAILS ON SHEET S7) UNIT SYMBOL 'P��ta J. IOA - 2x6 STUDWALLS @ 16" O.C. FROM LEGEND WIDTH HEIGHT 18"M - 18" DIAMETER FOOTING WITH 4'TO BOTTOM OF 21"THICK CONCRETE 1 38 1/4" 81" �' PAD (2500 PSI MINIMUM). 20" BELOW BOTTOM OF PRECAST CONCRETE rCLI COLUMN AROUND EXPOSED REBAR CAGE AND 3/4"xl4"THREADED ROD El VERIFY VERIFY WITH AN ADDITIONAL MINIMUM 1"ABOVE BOTTOM OF PRECAST CONCRETE 2 52 14" COLUMN. PLACE CONCRETE BELOW AND ABOVE BOTTOM OF LOWER COLUMN Q / 33 5/8" `r�` 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 >0�1�z02� COLUMN AROUND EXPOSED REBAR CAGE AND 3/4"xl4"THREADED ROD DIGITALLY NEDANDSEALE Y NAMINJ MRI TC ES OF MUST BE VERIFIED ON ELECTR COPIES PRINTED ES OF THIV WITH AN ADDITIONAL MINIMUM 1"ABOVE BOTTOM OF PRECAST CONCRETE DOCUMENTARENGTCDNSIDEREDSIGNEDANDSFAILED COLUMN. PLACE CONCRETE BELOW AND ABOVE BOTTOM OF LOWER COLUMN IN ONE OPERATION. LSHEETNO: S NOTED OF.' S7 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 U � %o 3' r� � co _ W 2' 8' �N V co SCALE: I!a `� O Z (2) 4"STRUCTURAL SCREWS IN OVERHANG FRAME C O �;•,`�•,•��-,�;°`'•'",... 2x4 BEV. PURLIN TOE NAIL OVERHANG RAFTER 7 TO OVERHANG NAILER WITH Z / (1) 16d R.S. NAIL EACH SIDE 0/ LU - - - - - - - - - �� 11 1 A OVERHANG FRAME 30' -2x8 (NO.1 SYP) Z S2 I s ( C. END RAFTER ASSEMBLY 2x6 OVERHANG NAILER J W G::a Os 0 (7) 4"STRUCTURAL SCREWS z e r-::'s S2 O ,:::::::.. ao �... 3-2x6 CORNER COLUMN u 0 EXISTING .......................... ............................ . U NON-MORTON 0 BUILDING I < 40 DETAIL A U J — — — — I SCALE: 1 1/2"= 1'-0" w O = 0 o 30'- 2x8 (NO.1 SYP) XO END RAFTER ASSEMBLY Z m I I I 7-4 1/2" 7'-6" 7-6" 7-4 1/2" 5'-1 1/2" -I-.� L U x � 04 1 -1 (V I � I . I � w CL 0 v O� N 7i ' I • I o CN N i • I L..i_j 2 TRUSS/BRACING PLAN (8) 4"STRUCTURAL SCREWS PER CONNECTION —, Z Q 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 EACH END COLUMN EXTENSION OR UPRIGHT. DATE.' 9/23/2024 CHECKED BY.- JMM DATE.' 10/2/2024 DETAIL B REVISED DATE. ---- SCALE: 1 1/2"= V-0" REVISED DATE.' ---- REVISED DATE.' ---- REVISED DATE.' -- L:) J. TRUSS/BRACING PLAN LEGEND r i - 30' 3090-S1 R.C. TRUSS `rF` 102832 s - 0' END RAFTER ASSEMBLY 6 RAFTER (NO. I SYP) 2x A F SS N a - 2x6 FLAT TRUSS TIE CENTERED IN BUILDING fo 11�zo2�f s DIGITALLY NEDANDSEALE Y NJAMINJ OBRIST CERTIFICAT- 2x6 DIAGONAL END BRACES MUST BE VERIFIED ON ELECTR COPIES PRINTED COPIES OF THI (TO EXTEND TO FIRST TRUSS IN FROM ENDWALL) DDC°MENTARE"GT C°NSIDFRED 8IGNE°^"DSEALFD SCALE.' AS NOTED SHEET NO: OF.* S2 S7 OFFICE: DESIGN AND EXPLANATORY NOTES CUTCHOGUE, NY JOB NO. 1.) EXTERIOR DOOR AND WINDOW LOCATIONS ARE TAKEN FROM THE EXTERIOR FACE 1 28-1 361 97 OF THE,NAILERS AND ARE TO THE CENTER OF THE DOOR AND WINDOW UNITS. VERIFY ALL DOOR AND WINDOW LOCATIONS WITH THE OWNER. • o ULJ O Z ([ 0000 w CL EXISTING ROOF 7� T#47 T#191 & 129 12 Z HI-RIB STEEL SIDING 8 rl000 (SEE NOTE 2 ON SHEET S1) T#48 T#21 CORNER TRIM trl Ib�Zfwas 1 1 1 w z T#167 BASE TRIM Z J Lu6_... T#47 T#48 I I Lu FS.;. 5-8 3/4" 8'-0" 5-0" 14'-0" 8'-0" 16-0" " ol \ O O o a' o U ._o 0 00 , , o � N o — Z 2'-3 1/4" N - N b- - U � .. � �--`— EXISTING WEST ELEVATION NORTH ELEVATION EXISTING EAST ELEVATION U w - E— SO 12 2 PIECE GABLE TRIM ~ 4� 4 r T#191 &T#129 = 0 T#48 INSIDE CORNER TRIM Q/ o HI-RIB STEEL SIDING X 7 p T#21 CORNER TRIM Z T#167 TRANSITION TRIM HI-RIB STEEL WAINSCOT T#167 BASE TRIM Lv7 00- j Q Lu w H 5-0" 20'-0" 5'-0" 15-0" 1 1'-0" 4'-0" 1 1 1 g Q O 0 o O I O N O co N O Z WEST ELEVATION (y) EAST ELEVATION (y) DRAWN BY.• JW VENT-A-RIDGE DATE.- 9/23/2024 CHECKED BY: J MM DATE.' 10/2/2024 5"O.G. GUTTERS �� REVISED DATE: ---- T#717 REVISED DATE: ---- ---- HI-RIB STEEL SIDING HI-RIB STEEL SIDING (SEE NOTE 2 ON SHEET S1) REVISED DATE.- T#21 CORNER TRIM REVISED DATE: ---- T#167 TRANSITION TRIM HI-RIB STEEL WAINSCOT T#48 INSIDE CORNER TRIM T#167 BASE TRIM �QSONJ.NEW i I I Ll 1 11 5-0" 20'-0" 5-0" 5-0" 2S �� 102832 O - O p�OF SS N 1 0 0 CV O i I•a O t,n J OSR�zoz� DIGITALLY IPEDON NEDANDSE V NPIFS P OBRI T COPIES FICAT M MUST BF.VERIFIED ON ELECTR COPIES PRINTED COPIES OF THI DOCUMENT AAF NOT CONSIDERED SIGNED AND SEALED SOUTH ELEVATION 2' 8' (SCALE: AS NOTED _ SCALE: SHEET NO: OF .� - V 4' 16' S 4 JS7 OFFICE C : UTCHOGUE, NY JOB NO. 128-136197 TRUSS IN COLUMN SADDLE • o LAMINATED COLUMN U TRUSS SADDLE ISOMETRIC ol W FLUOROFLEXTM 1000 HI-RIB STEEL 2x4 PURLINS @ 23" O.C. (2100 MSR SPF, (2) 1/2"x5 1/2"M. BOLTS & FASTENED W/ HEADLOK .19"x6.0" (4) 4" STRUCTURAL SCREWS O Z FLATHEAD LAG SCREWS) ZO INSULATION STOP/ d AIR DEFLECTOR - 2x4 BEV. PURLIN 7 FILLER STRIP Z 2x6 BEV. FASCIA 5"O.G. GUTTERS C w'. 2x4 OVERHANG NAILER 30' 3090-S1 R.C.TRUSS 11 1 30' 3090-Sl R.C. TRUSS 0 \1 --�--� T#144 & 146 FASCIA TRIM u_J 1 z SOFFIT - 12 HEADER FASTENING SCHEDULE HI-RIB/SOFFIT CAP {2) 2x12 HEADERS 2x4 TOP BLOCK &T#1 1 z (2250 MSR SYP) HEADER STUB JAMB J 9" (R-30) FIBERGLASS BLANKET INSULATION RIPPED 2x4 BLOCK (3 1/4" HEIGHT) MEMBER COLUMN COLUMN uj 3-2x6 STUB COLUMN '' 2x6 OVERHANG NAILER BLACK 4 MIL VAPOR RETARDER 2xl0 HEADER (2400 MSR SYP) EA 2x12 10 8 2x6 BLOCK Z )` ACOUSTICAL INTERIOR HI-RIB STEEL FLAT STEEL Q Lu 2x4 TOP BLOCK &T#11 T#124 T#15 2xl0 8 6 T#129 O.H.D. O ~= INTERIOR HI-RIB STEEL (2) 1/2"x5 1/2" M. BOLTS & _ Q 2x2 BLOCK NOTES: U U _24 O (4) 4" STRUCTURAL SCREWS T#167 TRANSITION TRIM T#151 I ALUMASEAL 1. NUMBERS ABOVE ARE 4"STRUCTURAL ...... 16" DEEP UNPAGED 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 BOTTOM 2' TREATED) 3. IF NUMBER OF SCREWS REQUIRED FOR 4 MIL VAPOR RETARDER OF 2x6 BLOCK HEADER TO JAMB COLUMN CONNECTION n F— 12 2x4 STRIPPING @ 16" O.C. TO $'-0" 3-2x6 JAMB COLUMN (BEYOND) r 1 � FLUOROFLEXTM 1000 HI-RIB STEEL 3/4"x4'x8' T&G PLYWOOD 2x6 TRACK BLOCK (BEYOND; IS 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 o 1 1'-4" 3-2x6 LAMINATED COLUMN O H D HEADER SECTION B = cz 0 GRADE TO HEEL 2x2 VERTICAL BLOCKING SCALE: 1 = 1 -0 U AT COLUMN LOCATION T#167 TRANSITION TRIM 1/4" 2x6 NOTCHED NAILER (2100 MSR SPF GRRAA DE TO Q X BOTTOM OF 2x4 7 m FLUOROFLEX 1000 HI-RIB STEEL WAINSCOT L 0 7/16"OSB PROTECTIVE LINER d T#167 BASE TRIM NAILER FASTENING SCHEDULE (20) 1/4"x 2 1/2" POWER LAG WASHER HEAD �� Z YELLOW ZINC SCREWS CONTINUOUS OVER SPLICED AT COLUMN CORNER/JAMB 1 1 = COLUMN COLUMNS N 2x4 NON-TREATED BASEBOARD Q w uj 1 1/2"xl" BLOCK &T#109 BASE TRIM (4) 16d R.S.NAILS (4) 16d R.S. NAILS (2) 16d R.S. NAILS N 6"CONCRETE FLOOR (2 EA.SIDE OF SPLICE) Q 4' WIDE R-10 PERIMETER INSULATION NOTES: 3' BLACK PLASTIC 1.SEE SECTIOI`IS FOR NAILER SIZE/GRADE AND NO.OF ROWS REQUIRED FINISH GRADE 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 DATE.' 9/23/2024 (1) ROW 2x8 TREATED SPLASHBOARD FASTEN TO 360M & •., 370M BRACKETS WITH #14A x 1 1/2"MILLED SCREWS CHECKED BY.* JMM MFS PRE-CAST CONCRETE COLUMN DATE. 10/2/2024 A. 21"THICK CONCRETE PAD(2500 PSI MINIMUM). LOWER COLUMN e 20" BELOW BOTTOM OF PRECAST CONCRETE COLUMN PRECAST CONCRETE REVISED DATE.' ---- AROUND EXPOSED REBAR CAGE AND 3/4"xl4" COLUMN INSTALLATION REVISED DATE., --- 24"0 THREADED ROD WITH AN ADDITIONAL MINIMUM 1" "ADJUSTMENT ROD ABOVE BOTTOM OF PRECAST CONCRETE COLUMN. 3/4 1. INSTALL PRECAST CONCRETE REVISED DATE.* ---- PLACE CONCRETE BELOW AND ABOVE BOTTOM OF WITH BASE PLATE COLUMN W/ADJUSTMENT ROD & REV/SED DATE. ---- ..... LOWER COLUMN IN ONE OPERATION. . UNDISTURBED SOIL BASE PLATE IN THE AUGERED -. HOLE. of NEW t, . '..Y to SIDEWALL SECTION A -`��,' 2. PLUMB PRECAST CONCRETE A COLUMN IN BOTH DIRECTIONS �� ,P�►`�N 20, r ',, . . SCALE: 1/2"= V-0" •' 3. ADJUST HEIGHT UP OR DOWN WITH ADJUSTMENT HEX ROD 4. POUR READI-MIX CONCRETE INTO C� THE HOLE AS SPECIFIED. Op 102832 �QpF SS 5. BACKFILL AND COMPACT THE LOWER COLUMN ANNULAR SPACE AROUND THE 10�1101FI DIGITALLY NED AND SEALE Y NJAMINJ ORRI 7CERTIFICAT COLUMN TO GRADE WITH SOIL MUSTSE VERIFIED ONELECTR COPIES,PRINTED COPIES OF TNI ISOMETRIC DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AUGERED FROM THE SITE. FALE. AS NOTED SHEET NO: OF.• S5 I S7 _j T-9" v``"" "' OFFICE.• CUTCHOGUE, NY 5 1/2" 4 1/2„ JOB NO. �`— 2x6 RAFTER DETAIL __r 128-136197 SCALE: 1/2"= V-0" FASTEN RA TO DBL TOP ATE W/ 2 4" ST TURAL TOE DM ROOFING 8-0 S WS AND TO FLUOROFLEXTM 1000 HI-RIB STEEL 3/4"T&G PLYW D W/SELF- �SCIA W/ 2 4" o ADHERING WATERPROOF BRANE 2x4 PURLINS STRUCTURAL SCREWS � �r TWO-PIECE GABLE TRIM (4) 0.135"x 2 1/4"R.W. NAILS OR 16d R.S. NAILS T#150 DRI GE ROOF SLOPES DOWN 1SO 2x6 FASCIA a— N IIIo• 2x10 FASCIA FASTENED TO TOP PLATE OF STUDWALL WITH 10d R-30 MIN. CLOSED-CELL �— w r 1 4"STRUCTURAL SCREW THROUGH STRAP m T#194 TRIM r r r r & INTO BRACE RS GUN NAILS SPACED b" OC SPRAY FOAM INSULATIO r r 2x6 RAFTERS @ 16"O. O r 2' END BRACE STRAP W/ PRE-PUNCHED (1) ROW 2x4 NAILERS (2100 MSR SPF) SOFFIT r r INTERIOR HI-RIB STE Z HOLES (BEND TO FIT) FASTENED W/ FASTENED TO EA. STUD W/ (2) � HI-RIB/SOFFIT CAP TRIM r r r r 0.148"x3-1/2" (16d) RS NAILS DOUBLE 2x6 TOP ATE w Z r r r r (3) 0.140 x l l/2" R.S. NAILS IL VAPOR I ARDER V O r r 6" 9) K -FACED v 30'- 2x8 (NO.1 SYP) r r r r r r 2x6 DIAGONAL BRACING FASTENED -0„ FLUOROFLEX 1000 HI-RIB STEEL FIBER BATT INSULATION ! 1� END RAFTER ASSEMBLY r r TO COLUMN W/(4) 16d R.S. NAILS 7' 11" v r ' " 2-2x6 E.C.E. r r 30' 3090-S1 R.C.TRUSS AIDE 6-8 CLEAR F M Z r T TOP T#167 TRANSITION TRIM G DE 2x6 NOTCHED NAILER (2100 MSR SPF) TO OP 0/ O ROOF FASTENED TO EA. STUD W/(2) 7-1 3/4" OF OOF 1 1 1 ECK 0.148"x3-1/2" (16d) RS NAILS FROM TOP D K 1 1 1 FLUOROFLEX 1000 HI-RIB STEEL WAINSCOT 3/4"T&G PLYWOOD FLOOR 7 2x6 STUDWALL Ca) O.C. 7/16"OSB PROTECTIVE LINER TO TOM 2x8 TREATED SPLASHBOARD 2x6 TREATED BOTTOM PLATE. OF RA S Z W/PRECOMPRESSED ULTRA-SE J FASTEN EACH END WITH 1/2" - W T#167 B RIM DIA. HAS ANCHOR RODS (7" EMBEDMENT) WITH HILTI Z ,l : . HIT-HY 2 0 V3 ADHESIVE. , 2x4 TOP BLOCK W/T#1 1 &T#136 ; us OPE DOWN 1/4" SL E DOWN 1/4. �L > A O ..:.:: U v NISH GRADE . A a _ u U ry D SEE SF1 FOR DETAILS : 10'pan -0" � E— Ur -' co _TIT r'n� �nn� SF( -IIQN D W o t— SCALE: 1/2 = 1 -0 �{t 0 t � � �J � •� I U ..'; O DEC 1 8 2D24 x T#12 =3 O �� ^ #9x1"S.S.LD.SCREWS W/WASH v CL 2 HEADER NO. 1 SYP T#191 CONNECTION TRIM c/7 Z EPDM ROOFING 3/4"T&G PLYWOOD W/SELF- 1 1 1 N ADHERING WATERPROOF w EADER FASTENING EDULE MEMBRANE °- QN W HEADER UPRIGHT JA EMBER COLUM T#717 2x 12 8 6 —� FINISH GRADE T#19. & 129 N TES: l. UMBERS ABOVE ARE 4"STRUCTURAL — 2x6 RAFTERS @ 16" CREWS REQUIRED PER CONNECTION. R-30 MIN. CLOS ELL DRAWN BY.' JW 4'-0" 2. RE-DRILL HEADERS AS REQUIRED SPRAY FOA SULATION O PREVENT SPLITTING. DATE: 9/23/2024 as 3. NUMBER OF SCREWS REQUIRED FOR FASTEN RAFTER TO do EADER 70 JAMB COLUMN CONNECTION 1 ADER W/ iIn CHECKED BY: JMM EXCESSIVE TO CAUSE SPLITTING, R UN NAILS @ 6" a HE EXCESS SCREWS MAY BE INSTALLED .C., GGERED DATE.• 10/2/2024 d IN HEADER BLOCKING 8'-0" 8'-4" REVISED DATE. ---- INTERIOR HI- STEEL 7-0" GRADE GRADE TO 18,10 EXISTING FLOOR TO TOP EDGE OF REVISED DATE. ---- T#1 1 TO BOTTOM OF OF ROOF OVERHANG REVISED DATE., --- OPENING DECK REVISED DATE.' ---- ENDWALL SECTION C ��P.��Of J. NEoyo� EXISTING CONCRETE SLAB CUT SCALE: 1/2" = V-0" FLUSH WITH WALL AT OPENING EXPANSION JOINT r � � .. d SO • •�\ �/F� 102832x\\\\\\fflEE �7 A SS N ,' SEE SF1 FOR DETAILS EXISTING NON-MORTON DI G 1 'BPI T Co24 DIGITALLY NED AND SEALED Y .-NJAMINJ 'BPI f.RTIFICAT MUSTBEVERIFIEDON ELECTR COPIES PRINTED COPIES OF TNI� 5-1 1/2" DOCUME NT ARE NOT CONSIDERED SIGNED AND SEAL ED SCALE: AS NOTED SC - - SHEET NO: OF: oo S6 S7 OFFICE: CUTCHOGUE, NY JOB NO. 1 28-1 361 97 Lo v 2x6 BLOCK BETWEEN NAILERS %o NAILED TO COLUMN W/ 20d N GUN NAILS. NAILED 3" O.C. ce Lu OD z Qoo' Lu z 0 0- LAMINATED COLUMN r -400 2x6 NAILERS 7/16"OSB LAMINATED COLUMN OSB SHEARWALL DETAIL SCALE: 1/2" <l'-O" _u Duj 0 0 u ........... . F_ z FLUOROFLEX 1000 HI-RIB STEEL u 0 2x4 NAILERS 2x6 OVERHANG NAILER ~ Cie V) 6" (R-1 9) FIBERGLASS BLANKET INSULATION z < =D ui 3-2x6 LAMINATED COLUMN n T#48 INSIDE CORNER TRIM SO 2x6 BLOCK BETWEEN NAILERS LU < - - - - - - - - - - - - - - - - - - - i CL o z .-1 oe 7. . . . . . . . . . . . . 0 :E 2x6 NAILERS D :E - - - - - - - - - - - - - - - - - - . . . . . . . . . . . . . . - - - - - - - - - - - - - - - - - - -y- -y- -y- m EXTRA NAILERS ADDED BETWEEN 3TD. NAILERS — — — — — -- — — — — (MAX.SPACE TO BE 24") — — — — —— — — — — — — — — — — — —17 2x6 VERTICAL BLOCKS @) I. COLUMN BETWEEN NAILERS 0 6" (R-1 9) KRAFT-FACED FIBERGLASS — — — — — — — — — — — — — — — — — —1 9 BATT INSULATION . . . . . . . . . . . . . . Lu = cn . . . . . . . . . . . . . . . . . . . 2x6 STUDWALL (9) 16"O.C. Lu 2x6 VERTICAL BLOCK - — — — — — — — — — — — — — — — — — — PERIMETER OF OSB SHEETS CL 3/4"T&G PLYWOOD NAILED W/1-3/4" RING SHANK vi — — — — — — — — — — — — — — — — — — COIL GUN NAILS SPACED 3"O.C. U—J 8 . . . . . . . . . . . . . . . — — — — — — — — — — — — — — — — — — 7/16"OSB FRAMING DETAIL # 1 - - - - - - - - - - - - - - - - - - >_ SCALE: 1-1/2"= l'-O" . . . . . . . . . . . . . OSB NAILED TO INTERMEDIATE 0 SUPPORTS W/1-3/4" RING SHANK IDRA WN B Y: JW J- - - - - - - - - - - - - -- - - -I — — — — — — — — — — — — COIL GUN NAILS SPACED 6" O.C. . . . . . . . . . . . . . . . . . . . . . . . . . . 2x6 NOTCHED NAILER . r• LAMINATED COLUMN DATE. 9/23/2024 CHECKED BY: JMM — — — — — — — — —— — — — — — — — — DA TE: 10/2/2024 . . . . . . .. . . . . . . - - - - - - - - - - - - - - - - - - REVISED DATE. 5/4x6 NAILER REVISED DATE.- - - - - - - - - - - - - - - - -- . . . . . . . . . . . . . . .. REVISED DATE.' 2x8 TREATED SPLASHBOARD REVISED DATE. - - - - - - - - - - - - - - - - F NE - ;p . . . . . . . . . . . . . . . . . . . . . 4 Al J. MFS PRE-CAST COLUMN LAJ FO 102832 IS 7/ 16" OSB SHEARWALL ELEVATION SCALE: 1/2"= l'-O" OIGITALLYI NEDANDSEALE Y _NJAMINJ ZDORIS TURTIFICAT MUST BE ERIFIEDONELECTR COPIES PRINTED COPIES OF THI DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED (SCALE AS NOTED SHEET NO: OF: s I S7 j