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Home My WebLink About50079-Z o4tOF 30(/lyo` Town of Southold * * P.O. Box 1179 53095 Main Rd Ulm. Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 46164 Date: 05/13/2025 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 735 Maiors Pond Path Orient, NY 11957 Sec/Block/Lot: 26.-2-39.14 Conforms substantially to the Application for Building Permit heretofore,filed in this office dated: 11/03/2023 Pursuant to which Building Permit No. 50079 and dated: 12/01/2023 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: Additions and alterations, including covered entry, rear entry deck, rear deck, rear deck with hot tub and outdoor barbecue area and "as built" finished basement, to existing single family dwelling as applied for. The certificate is issued to: Leslie Koch,Douglas Gray Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: R-23-1315 10/31/2024 ELECTRICAL CERTIFICATE: 50079 8/15/2024 PLUMBERS CERTIFICATION: John Olinkiewcz 7/15/2024 1 utho ' ed ig ture L ' I TOWN OF SOUTHOLD s�FFoc, : BUILDING DEPARTMENT x 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#: 60079 Date: 12/1/2023 Permission is hereby granted to: n Koch, Leslie 790 Uhl Ln Orient, NY 11957 To.: legalize "as'built" finished basement and to construct additions and alterations l (including hot tub) to an existing single-family dwelling as applied for per SCHD approval. Additional certification may be required. At premises located at: 736 Majors Pond Path, Orient SCTM #473889 Sec/Block/Lot# 26.-2-39.14 c Pursuant to application dated 11/3/2023 and approved by the Building Inspector. To expire on 6/1/2026. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $941.50 AS BUILT- SINGLE FAMILY ADDITION/ALTERATION $960.00 SWIMMING POOLS-ABOVE-GROUND WITH REQUIRED FENCING $300.00 1 CO-ADDITION TO DWELLING $100.00 ,Total: $2,302.50 Building Inspector i �o��OF SO(/r�ol 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G Southold,NY 11971-0959 �ly� � �� sean.devlinO-town.southold.ny.us om r BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Leslie Koch Address: 735 Majors Pond Path city:Orient st: NY zip: 11957 Building Permit* 50079 Section: 26 Block: 2 Lot: 39.14 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: Promaster Electric License No: 59226ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub X Addition Survey Attic X Garage INVENTORY Service 1 ph X Heat Duplec Recpt. 40 Ceiling Fixtures 17 Bath Exhaust Fan 2 Service 3 ph Hot Water Oil GFCI Recpt 3 Wall Fixtures 9 Smoke Detectors 3 Main Panel A/C Condenser 2 Single Recpt Recessed Fixtures 77 CO Detectors Sub Panel 100A A/C Blower 2 Range Recpt Ceiling Fan 2 Combo Smoke/CO 4 Transfer Switch UC Lights 6' Dryer Recpt 4 Emergency Strobe Heat Detectors Disconnect Switches 50 4'LED Exit Fixtures Sump Pump Other Equipment: (3) Mini Fridge, Fridge, Oven, DW, Micro, Hood, Cooktoop, (2) W/D, Hot Tub Disco. 230&22OGF1, 1 OOA Sub 30 Circuits / 30 Used Notes: Two Story Renovation w/ Finished Basement & Hot.Tub Inspector Signature: c Date: August 15, 2024 S.Devlin-Cert Electrical Compliance Form o`Ag�FFOt,��o Town Hall Annex �.1► G�i Telephone(631) 65-1802 54375 Main Road o E C E U P.O. Box 1179 y Southold, NY 11971-0959 • A U G 2 1 2024 BUILDING DEPARTMENT Building o®Sou hold t TOWN OF SOUTHOLD CERTIFICATION Date: Building Permit No. 50979 Owner: Leslie Koch (Please print) Plumber: 01 m; (Please print) I certify that the solder used in the water supply system contai s less than 2/10 of 1%lead. Q_- i' (Plumbers Signature --- Sworn to before me this , day of AQ WV 20 Z�{' Notary Pub ic, k-- County .t-& I Notary Public,State of New York Req.No.01 C06245154 Qualified in Suffolk County Commission Expires July 18,201 1 OF SOply�lo # # TOWN OF SOUTHOLD BUILDING DEPT. p, couto, 631-765-1802 INSPECTION [ FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] 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: DATE ANSPECTOR OF 50Uly�lo # # TOWN OF SOUTHOLD BUILDING DEPT. �o • ,o 631-765-1802 INSPECTION [ FOUNDATION 1ST [ ] 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: SIZ' t - DATE dX$ INSPECTO a SOUTyO� # # TOWN OF SOUTHOLD BUILDING DEPT. couto, 631-765-1802 INSPECTION [ ] F NDATION 1 ST [ ] ROUGH PL13G. [ 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: lv),es�.n VyHl A V A . 1 !i DATE INSPECTOR OF 50UT�,°� * # TOWN OF SOUTHOLD BUILDING DEPT. couto, 631-765-1802 ,�-gD�j INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] F NDATION 2ND [ ] INSULATION/CAULKING [ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLA ION [ Aqif-' PRE C/O [ ] RENTAL REMARKS: l '`�r�/ Az (gom �p xv, , %JV" �✓ DATE INSPECTOR OF SOUTyo� --- -- # # TOWN OF SOUTHOLD BUILDING DEPT. �o • ,o �ycouun, 631-765-1802 INSPECTION [ FOUNDATION 1ST D�v�l [ ] ROUGH PL13G. [ ] 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 rC/O [ ]' RENTAL REMARKS: Dt tt ��1? 25- DATE -22-,2� INSPECTOR SO(/T,�°� TOWN OF SOUTHOLD BUILDING DEPT. cou 631-765-1802 <o-v�l INSPEC ON [ ] FOUNDATION 1ST [ UGH 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 EMARKS: +C� DATE INSPECTOR V+-� OF SOUI ��-�� r-7-�7!� ��✓'� Yi # # TOWN OF SOUTHOLD BUIILDING PT. � ^oo � 631-765-1802 1 NSPECTION [ ] 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: L DATE INSPECTOR � OE SOUIyo� # # TOWN OF SOUTHOLD BUILDING DEPT. o�m� 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND_ [ ] I LATION/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: A66�=nl1 nq VWI, l� l DATE &61060e lyhbo(j O f SO(/T�� # * TOWN OF SOUTHOLD BUILDING DEPT. coorm 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 RE ARKS: ( �l�t✓l �' O t�6OI/l g- aTt� . Ix 4qj otk+ ®v, - ugv\ I itd\ti a- l oaA I A DATE 7- 1 - oq INSPECTOR SOUIy°�o C 0- ( * ' TOWN.OF SOUTHOLDD-BUILDING DEPT., 1 631-765-1802 INSPECTION - FOUNDATION 1ST/ 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. /0 [ ], RENTAL REMARKS: ' 12 ,-wo, Nl s--YX Q r �EA, gLzQ2 t 6 L G DATE . INSPECTOR . Wit-r 1 4�4oPRp'' c�5"�o ! � r � y.. � �+,�.`' ai y+. �� 3r, �kx�%i a�.:�� `✓i _.fi.f" .:x: f,' .;.� i '�,ff +.�r n pr�•ff�,ya' e��` +"�.gas,;° � r� 4"`.T' .Y 7, € fir` _`��'"�• DEi JUL ' 5 2024 Building Department Town of Southold 1 itfifiQQpb$ � j� ------------ QA��KQN»� E (; EIVE 1 JUL 024 . . , . Southold JUl - 5 •` �- ncr.art Building#��, town o MELD INSPECTION REPORT DATE COMMENTS e Oki_ Ole— ov e, a m _ <5 FOUNDATION 1ST '4— — ------------------------------------ l FOUNDATION (2ND) -off• cs- .J We u� gv*o I C.I. � ~ zz ROUGH FRAMING& •F PLUMBING ' I T s esh o K INSULATION PER N.Y. 7f STATE ENERGY CODE �' S I>WV `ll� o —l�—a# aY to Iles Air 4D 144fli c �, - �r FINAL or-w U, i ADDITIONAL COMMENTS CC P.laa 1. / .vim t)lans ew N Lhan4PS A ' a u rn A �o a- �AgFOoo TOWN OF SOUTHOLD—BUILDING DEPARTMENT I = Town Hall Annex 54375 Main Road P. O. Box 1179 Southold NY 11971-0959 - x Telephone 631 765-1802 Fax 631 765-9502 htt s //www.southoldtownn . ov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only ® E C E 0 W PERMIT NO. Building Inspector: NOV 3 2023 Applicat�onS and forms must be filled out in their entirety Incomplete applications will not be accepted: Wherethe Applicant snot the owner,{an `.' Bullding Department Owriee" Authorization fprm(Page 2)shall be completed ,` _ %, Town of Southold < - - Date:10-25-2023 x t OWNERS)OF PROPERTY 2" x= , Name:Douglas Gray SCTM# 1000- Project Address:735 Majors Pond In, Orient NY Phone#: 917-678-6430 Email:Douglashgray@icloud.com Mailing Address:790 Uhl Lane, Orient BY 11957 CONT Q.,,PERSON x' t _. _. Name:Christopher Powers Mailing Address: P.O. Box400, South Jamesport, NY 11970 Phone#:631-703-0800 Emaii-Info@powershancockdesign.com DESIGN'PROFESSIONALlNFORMATION r t . .. Y Name:Christopher Powers Mailing Address:FO Box 400, South Jamesport, NY 11970 Phone#: 631-703-0800 Email:Christopher@powershancockdesign.com CONTRACTOR INFORMATION �,. „ Name:James-P Olinkiewicz Mailing Address:PO Box 591, shelter island Heights, NY 11965 Phone#:631074901014 Email:jimolink@aol.com DESCRIPTION OF PROPOSED CONSTRUCTION f ❑New Structure ®Addition ®Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $300,000 Will the lot be re-graded? ❑Yes ®No Will excess fill be removed from premises? RYes ❑No 1 u PRC3pERB1f-lNE01i1lATIQ( Existing use of property•Residentail Intended use of property:Residential r i� $ or use district in which premises is situated: Are there an covenants and restrictions with respect to. this property. ❑Yes A Igo. IF YES,PROVIDE A COPY. l.. 4oxf Af e _eddl g* The owner/cantr rRar/de"sign profs;5�o�a1 is responsible for ail drz mage tad storm water issues;as pravFdeof.by Chapter 230,of.the .otgp gode:APPLICAT1ONISIHSEBY MADI is :ii u'j1dfyg;0�partmenL for the issuance of a uil iF�g Permik pursyantta the 9u'sl¢Ing; one Ord't�anee ofthe Town,afSo�rkhald,;yu�f�,lFy Cpur / �dewYotkand other�apiigbte Laws,Ordinances or te�ulabpns+,for the constructron,of buildings,. a�ddjttans,aiteeabans or•for removal or demo" s.i=erein described.Tile app,;,.ant agrees to e6ir piy w�t►i all applicable 1a*,ordinances building code; f . ftopsing Code and regulaNgns andlto admit authorizpd,in npcu3rs an premises and In;bu;�d�ng(s);fpr Necessary thspections False stdtgme►�ts.madeherein are puhishable 4s, class A rrjiisdemeanpr'pursuaotto Sectiah 210 9y'of tha iVeru YarkSta ,Phnai',,aw.• Ghritopher Powers Application Suhmitted'6y(print na IgAuthorikdd Agent []Owner Signature of Applicant: Date 10R25-2023 STATE OF NEW-YORK)f�r ;z-0pR SS: COUNTY OF IV,9ai W L-e ) Powe�ri r1-Lf0 W-r' being duly.sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, I I (S)he is the (Contractor,Agent,Corporate Officer,etc.), of said owner or owners,and is�duiy 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 �G day of c�c 20 I.A. 'J� o� •. Ap, i aryPublic (Where the: j�, /11i i�i+ �` e owner) residing at. t a� 14re. N f �' � .. . .. dq hereby authorize � '"'�''� to apply on my behalf to Tow 'of Southold Building Department for approval as described.herein. Owner's Signature Date, Our .. �. i t Pr O.wn ` s Name 1 2 BUILDING DEPARTMENT- Electrical Inspector �`✓ TOWN OF SOUTHOLD AM Town Hall Annex- 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 +" Telephone (631) 765-1802 - FAX (631) 765-9502 ` lamesh(c-southoldtownny.gov— seand(a-southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFO ATION (Ail Information Required) Date: O 2- 20 - Z Z/ Company Name: �masler glec�ir-;c 6orp, Electrician's Name: cn)' c) n�2• License Not: HE 59 22 6 Elec. email: promas ere ec rrc may •cow+ Elec. Phone No: 0( 3-74 $OS h, request an email copy of Certificate of Compliance Elec. Address.: PO. Rox ZI 2,S Sfcecrlpar JJY11? 1 q JOB SITE INFORMATION (All Information Required) Name: Gag Address: -73S M Toc's Pond rien Cross Street: Phone No.: Bldg.Permit#: SOO email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): ipir,'ng pVL w �ddj h on "d k-i f c hen ocnovrAo nr A rs� Poor. H 9+j 1'v b Square Footage: Circle All That Apply: Is job ready for inspection?: YES ❑ NO Rough In °�IA01, ❑ Final Do you need a Temp Certificate?: ❑ YES ❑ 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 R2 H Frame D Pole Work done on Service? Fly EIN Additional Information: PAYMENT DUE WITH APPLICATION oZ1,;Iol2q A L&d �� SufEp BUILDING DEPARTMENT- Electrical Inspector 'a 1 CGG TOWN OF SOUTHOLD Town Hall-Annex 754375 Main Road - PO,:Box`11.79. 5 Southold,.,New' York 11971-0959 y p`r Telephone (631) 765-1802 - FAX (631) 765-9502 iamesh(cr)southoldtownny.gov— seand(a-southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN, INFO. ATION (All Information Required) Date: 0 2.- 20 - Z" Company Name: Electrician's Name: crty' �� n�2• License No.: H. 59 226 Elec. email: promas ere cc ric Olq ynai I•cop" Elec. Phone No: (3( 3-7-1 $OS request an email copy of Certificate of Compliance Elec. Address.: PO. 130-M I/ZS baccrwr� , PY It? JOB SITEINFORMATION (All Information Required) Name: Address: 73S M ors Vond J-IcL 0*en:4 Cross Street: Phone No.: Bldg.Permit#: SOO I- email: Tax Map District: 1000 _ Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Wd, hon nAd Ihichev► AcnavrLkony Qr. � `Ho+� IV b` ;Square Footage:° Circ APPIy: *,ql .Is job ready for inspection?: ®YES❑ NO RoughIn ❑ Final Do you need a Temp Certificate?: ❑ YES❑ 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 re. 1 p q 9 v; PERMIT 0 Address: Switches14 t .Outlets GFI's �� 1 Surface Sconces 1W H WsjR�,jktr�, UC Lts Fans Fridge �-� HW or 0 Exhaust Oven W/D Smokes DW ( Mini t! _ I =arbon Micro Generator -ombo P �t Cooktop Transfer \C l AH Hood Service Amps s Have Usec -pedal: i -� 23 Scott A. Russell s°SuFFQ STO>]KIMMAX]EIK SUPERVISOR MANAGEMENT SOUTHOLD TOWN HALL-P.O.Box 1179 v' 53095 Main Road-SOUTHOLD,NEW YORK 11971 Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT REFERRAL.FORM ( APPLICANT INFORMATION TO BE COMPLETED BY THE APPLICANT ONLY FOR PROPERTIES ONE ACRE IN AREA OR LARGER. ) - - - - - - - -- - - - -- - - - - - - - - - - - - - - - - - - - - - - - APPLICANT: (Property Owner, Design Professional, Agent, Contractor, Other) NAME: Christopher ers Date: (Print) _ 11-15-2023 f ignature) Contact Information: info@powershancockdesign.com (E-Mail&Telephone Number) Property Address I Location of Construction Site: 735 Maior Pond rd S.C.T.M. #: 1000 Orient NY 11957 District 26 2. 39:14 Section Block Lot TO BE COMPLETED BY SOUTHOLD TOWN ENGINEERING DEPARTMENT - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Area of Disturbance is less than 1 Acre. No S.P.D.E.S. Permit is Required! ❑ - Project does Not Discharge to Waters of the State. No S.P.D.E.S. Permit.is Required ! ❑ - Area of Disturbance is Greater than 1 Acre&Storm-water Runoff Discharges Directly to Waters of the State of New York. THE APPLICANT MUST OBTAIN a S.P.D.E.S. Permit DIRECTLY From N.Y.S. D.E.C. Prior to Issuance of a Building Permit. ❑ - Area of Disturbance is Greater than 1 Acre&Storm-water Runoff Flows Through Southold Towns MS4 Systems to Waters of the State of New York. THE APPLICANT MUST OBTAIN a S.P.D.E.S. Permit through the Southold Town Engineering Department _Prior to Issuance of a Building Permit. 1 Reviewed By: �' + • •%� Date: PORM # gMCP-Tnq cvtnh.-,•7n i q HORIZONTAL OFFSETS GENERAL NOTES; / \ 1. THE DESIGN ENGINEER SHALL OBSERVE THE I/A OWTS PRIOR TO BACKFILL / \ HORIZONTAL DISTANCE SEPTIC LEACHING WASTE LINE/ LP / � FROM: TANK STRUCTURE FORCE MAIN AND DURING SYSTEM STARTUP. // 75' \ SEPTIC TANK/MANHOLE/ 5 FT. 8 FT. 5 FT. 2. THE I/A OWTS INSTALLER SHALL HOLD APPROPRIATE ENDORSEMENTS FROM w�, HYDR6,ACTION I/A 01I��TS PUMP STATION LP / LEACHING STRUCTURE 8 FT. 8 FT. 5FT. SUFFOLK COUNTY DEPARTMENT OF HEALTH AND SHALL BE AN AUTHORIZED / f PROPERTY LINE 5 FT. 5 FT. 5 FT. INSTALLER AND IS RESPONSIBLE FOR COMPLETING ALL ONSITE INSPECTIONS BUILDING FOUIM-ATMN/ CRAWLSPACE/WINDOW 10 FT. 10 FT. 5FT. �' DlLandro NOTED IN THE PERMIT CONDITIONS. / 1VG, S SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES BUILDWELL ING SLAB 5FT. 10 FT. 5FT. , Andrews 3. THE I/A OWTS INSTALLER SHALL REGISTER THE ONSITE TREATMENT SYSTEM LAN OF/f �R�'Zy,?, PERMIT FOR APPROVAL OF CONSTRUCTION FOR A PORCH,DECK,OVERHANG 5 FT-7 5 FT. 5 FT. E n g i n e e r f n g WITH SUFFOLK COUNTY DEPARTMENT OF HEALTH. THE ENGINEER OF BROWNSTEIN FAMILY gEVOCABLE TRUST SINGLE FAMILY RESIDENCE ONLY N WATER LINE K uND 10 FT. 10 FT. 10 FT. OTHER UNDER �� F 5 FT. 5 FT. 5 FT. 158 County Rd. 39 RECORD SHALL PROVIDE RECORD DOCUMENTS AS REQUIRED BY SCDHS. 1 1UTILITIES DWELLI G WITH ONSITE DRYWELL 10 FT. 10 FT. 10 FT. Suite 10 4. AN EXECUTED OPERATION AND MAINTENANCE CONTRACT BETWEEN THE WELL SEPTIC 3 m NDERGROUND FUEL TANK 10 FT. 10 FT. 10 FT. Southampton, N.Y. 11968 0 R 150' o EXISTING LP GAS Office/Fax (631) 259-3959 MAINTENANCE PROVIDER AND THE PROPERTY OWNER SHALL BE PROVIDED � PRIVATE WATER WELL 75 FT. 100/150 FT. 50 FT. TO THE SCDHS. I DATE 10/18/2023 H.S. F. O. R-23-1315 WELL S LASTIC DISTRIBUTION BOX5 FT. 2 FT. N/A s TANK TO REMAIN Certificate No.: 0019523 5. GARBAGE GRINDERS ARE NOT PERMITTED UPSTREAM OF THE I/A OWTS. I APPROVED EXISTING SEPTIC TO BE SWIMMING -0FEDOCA T 20 FT. 20 FT. 5FT. w� REMOVED AND FILLED CONCRETE RETAINING 10 FT, 10 FT, 5 FT. PrOfeSSI pa N`rV 6. I/A OWTS SHALL BE TESTED FOR WATER TIGHTNESS PRIOR TO ARRIVAL TO I FOR MAXIMUM OF 6 BEDROOMS WALL 1'' THE SITE USING A METHOD APPROVED BY THE MANUFACTURER. _ EXPIRES THREE YERP EARS FROM DATE OF APPROVAL TAININANY NON T AR F 20 FT. 20 FT. 5 FT. �� 14. D! Y0 7. ALL ELECTRICAL LINES FROM THE DWELLING TO THE CONTROL PANEL AND -' - - LANDSCAPE WALL 5 FT._ 5 FT. 5 FT. ��JN., ENO FROM THE CONTROL PANEL TO THE JUNCTION BOX SHALL BE SEALED AND 1 * QQ' gp S8802115 " E I cc WATER TIGHT. r- W 8. CONTROL PANEL TO BE SET ON A PRECAST CONCRETE PEDESTAL AND SET 2 \ 150.0' INCHES ABOVE GRADE TO PREVENT WATER INTRUSION. \ LP y y 9. I/A OWTS SHALL BE LOCATED MINIMUM T-0" FROM THE DRIVEWAY. A 6 INCH \ / LAND N/F 13 . 6 4 09725� HIGH PRECAST CURB SHALL BE INSTALLED IN-BETWEEN THE THE DRIVEWAY "OF/F \ / 1 °F EL 14. A �w BURKE & PRANCES LIBURT 9 Q` AND THE I/A OWTS IF 3 FEET SEPARATION CANNOT BE MAINTAINED. WILLOW TERRACE FARMS INC. \ / -' - J_ OFESSI 10.NEW I/A OWT SYSTEM TO BE VENTED THROUGH PLUMBING, NO HOUSE TRAP VACANT / DWELLING WITH 0 0 C L. P. \ WELL & SEPTIC TO BE INSTALLED \ I // OVER 150' ' P' 11.ANY DESIGN CHANGES TO SCDHS APPROVED PLANS MUST BE REVIEWED BY ; DESIGN PROFESSIONAL AND RE-PERMITTED THROUGH SCDHS PRIOR TO EXISTING LP GAS TANK \ I (4) 8'-6"L x 4'-9"W x 4'-0" DEEP �-- -� �-- -�-. MIN.10' LP GAS LAND N/F / LEA GALLEYS �- TO BE RELOCATED \ OF / 99,- i �� CONSTRUCTION. �--��IN � - �� i \ SARAH JANE OLMSTEAD 12.POOR DRAINING SOILS IN THE LOCATION OF THE LEACHING FIELD MUST BE 10' MIN TO SEPTIC ,/ ,� - _ EXISTING SEPTIC TO BE / �" �? j EXCAVATED TO A 6FT STRATA OF VIRGIN WELL DRAINING SOILS (SP/SW) AND REMOVED AND FILLED DWELLING WITH % cr P , �� 01 REPLACED WITH ASTM C-33 CLEAN FILL WELL OVER 150 EXISTING CELLAR LANDOF/F j \ r PARCEL INFORMATION: (4) 8'-6"L x 4'-9"W x 4'-0" DEEP - -- ENTRANCE TO BE BOSCH O \� MAP OF PROPERTY LEACHING GALLEYS SEPTIC Lp COVERED BY DWELLING WITH 2O0+ WELL E 14. 1 99 EL 1 4. O M TIC WILLOW TERRACE FARMS, INC. LP PROPOSED DECK WEOVER 150' ,65' LP. 1 6 B! _. CH \ N 20" DISTRIBUTION 0 LOT 4 ` � FILED OCT 4, 1994 NO. 9572 BOX r �s CD SITUATED AT ORIENT 2 S8 1'50 S1K. l' y' �1 GATE z N TOWN OF SOUTHOLD - _ EL , EL , _/ 4.9'S -t - EL,14.4 - 207.96' PIPEL 14.2E tn m \ ° O SUFOLK COUNTY NY FUTURE EXPANSION 6'eIRCH - - eP. LP. 20 DISTRIBUTION BOX L �� z Irj 1 �J Hio LP CAS 8 POST/WIRE FENCE 8.5'S /,. O S.C.T.M.#: 1000-26-2-39.14 ;3 ''ShN+, (� o EL 14.1 EL 14 �� EL 14.4 2" rR;nr LOT 3 AREA: 78,771.91 FT OR 1.81 ACRES TEST HOLE / 1e"PIRCH MON. m �,� \ POOL EQP s O CONTROL PANEL (.4) FUTURE EXPANSION SITE PLAN BASED ON SURVEY PREPARED BY: LP. LP• HYDRO-ACTION 136 POOL �EL�5. 0 L 1 • 6 EL 15 . 6 � E AN-600 G �- KENNETH M WOYCHUK LAND SURVEYING, PLLC ' ASPHALT DR AY GARAGE \ Professional Land Surveying and Design / GF W y g g INTERNAL/CLEAN OUT � J U P.O. Box 153 Aquebogue, New York 11931 / __ 1 TEST HOLE M Q �-.�-�"E�-•""`-'�""- CONTROL PANEL G � ti � � PHONE (631)298-1588 FAX (631) 298-1588 _ - PAno r \ maintaining the records of Robert J. Hennessy & Kenneth M. Woychuk / / \ DWELLING 0 \\ INTERNAL CLEAN P GARAGE . SURVEYED: 7/25/2023 / LAND N/F snc. 2 srr F�Rarv1E o l I OF ` 3)JJ OU ASPHALT DRIVEAY G HELMARS & JOCELYN OZOLINS / o WOOD \ Ffl 17.0 0 \ INGROU D 1.2 W'' SrK. F DWELLING WITH WELL DECK \ G SANITARY SYSTEM INFORMATION: / / � � EL 15.5 SEPTIC OVER 150' 154 HYDRO-ACTION TOTAL NUMBER OF BEDROOMS: 6 / / EL 14.7, I/A SIZE REQUIRED: 660 GPD I / I �.�.�?111" 1 AN-boo D- LEACHING REQUIRED: 400FT2 E� ISTING UNDERGROUND N PB O , 1 fF of/ \� W / LAND N F Q- W ELECTRIC LINE TO REMAIN A /� ° �w„E. AD ON I •.h. w^ HOLZAPFEL �� Z O Q PROPOSED SEPTIC SYSTEM: -w (1 HYDRO ACTION AN-600 660 GPD PROPOSED I l I wELE�L&GSEPrc O ) ( ) ,'-:z ,.Ty,17 SPRUCE I I n (4) 8'-6"L x 4'-9"W x 4'-0" DEEP LEACHING GALLEYS (424.00 FT2 PROPOSED) EXISTING WATER REMOVED 1 I I�"� OVER 150' P�� (1) �: (� (1) 20" DISTRIBUTION BOX 1 0 \ 150.0' I W z }- 1 WELL m ? �' Q Q X W J NOTE: 1 EXISTING WELL ST1' / U Z ,J -EXISTING SEPTIC SYSTEM TO BE REMOVED \ TO REMAIN \� / SHED f' � Q -NEIGHBORING PROPERTIES WITHIN 150' ARE \ (D IMPROVED AND SERVICED BY PRIVATE WELLS AS \ CL -10 EL EL ,4.6 1S0? �� W (, d- SHOWN PROPOSED WATERLINE �' \ - / \� Q v _ " z -NO DRYWELLS PROPOSED AT THIS TIME. / J _ DRYWELLS CANNOT BE INSTALLED WITHIN 50' OF WELL O EXISTING DRY SHED TO REMAIN / W Q Abandonment of the existing sanitary system must be in Design Professional's Certification Required. / ° `' ��' °' p W conformance with the Department's requirements. Submit P.E.or R.A.Certification For \\ I a r / X. Q = d- W � ,, DWELLING `# 735 � � ..� � Submit completed form WWM-080 as proof The Installation and Construction of the Sewage Disposal System (''� Use Form WWM-073 A i ELY14.6 PIPE 1 . LJ Revisions WELL \\ STK. �- / o No. Date Description SEEATTACHMENT(S) l.4"ter lines must he inspected by th*� 2 WOOD 1 10/18/2023 SCDHS NOI �„ LAND N/F Suffolk Count„! Dopt. of Her lth Services. of DECK 2 -a-a-- ---- TEST HOLE DATA C2II (631) 852-5754, 48 hours in RICHARD ALDRICH 3 --/--/-- ---- DWELLING WITH w DATE:5-5-23 ,� WELL & SEPTIC LAND N/F 4 --/--/-- ---- aadvance, to rchcdule inspection(s). OF ----. OVER 150' o srx. °OpS� HOLZAPFEL 5 --/--/-- EL: 14.1 0.0 o sb 1.01 BROWN LOAM (OL) I z j PIPE EXISTING UNDERGROUND EL 14. 7,!, Designed BY : PD -BROWN CLAYEY SAND (SC) EXCAVATION INSPECTION REQUIRED a� ELECTRIC LINE TO REMAIN Drawn By : JTS 3.0' FOR SANITARY SYSTEM CL ,2.5 PIPE EL 131 EL 15.3 ja o C ,�cG Checked B PIPE O 1 y J L -BROWN SILTY SAND (ML) - � -ILITIE BY HEALTH DEPARTMENT I N88°2]'S0"W 81.11' \ .G U U EXEC '� WATER I LAND N/F FRESHWATER WETLAND BOUNDARY EXISTING WATER LINE vIG ATER 1 f , -PALE BROWN FINE TO OF AS DELINEATED BY EN-CONSULTANTS TO BE REMOVED �" W COARSE SANDS DOUGLAS JUNE8,2023 UIG E� WATER Date : 9/5/2023 ( DWELLING WITH �� +fit'i PROPOSE D WELL & SEPTIC OVER 150' - - W A ' I - Scale : NOTED G '(ER C� L_ � � �, �> H.E.G.W. - 12.7' v�GL" � BED 00M EL: 1.5' -WATER IN PALE BROWN FINE LP LP W T PROPOSED �R Cz TO COARSE SANDS os x WATER LINE / -fER ADDITION ( � `� A - 22.0' PROPOSED SEPTIC PLAN X s9 I PROPOSED SEPTIC PLAN COMMENTS: GROUND WATER ENCOUNTERED C � i AT 12.7' BELOW GRADE - - ao o ao o to o to zo TEST HOLE BY: SCALE: 1" =40' SCALE: 1" = 10' McDONALD GEOSERVICES I ELEVATIONS SHOWN ARE BASED ON USC AND GS DATUM (NAVD 1988) ELEVATIONS SHOWN ARE BASED ON USC AND GS DATUM (NAVD 1988) LSheet*__j ELBOWS/BENDS IN SEPTIC LINE BEFORE SEPTIC SYSTEM ARE NOT PERMITTED FOR NEW CONSTRUCTION. ONLY BENDS/ELBOWS SHOW ON PERMITS ARE ALLOWED. DRAWING IS INTENDED TO BE 34N22" TO SCALE SAFETY SCREENS ARE TO BE INSTALLED AT ALL MANHOLE COVERS WEIGHING LESS THAN 60LBS. ALL PUMPS TO BE HARDWIRED TO CONTROL PANEL. KW/CDMPNSM ROVER I A OWTS CONTROL PANEL I/AWS A -080917-1PLC CONTROL PANEL A -080917-1 W/COMPRESSOR _ ws _ P+� SECTION AA N' -� - � PA-0 RAIINFFlA ow N REMOTE CB A 1 CB 1 7 MIXER PUMP PUMP 3/4W•„5V 2 LOCATIONS FOR T PIPE PORTS " NO4u•• _ DOMED LOAD STRENGTH CUR 3/4HP•11. TO BECUTO"f 1F REQUIRED MAIN CB 2 N MOTOR 3/4 0 MASIMIIM LOAD STRR,GTH ��•• AONO3: HANDLE FOR EASYREMO �\\\ ti 04 OF SAFETY SCREEN ter..-�-� 1 BOTfDM DETAIL FIT$PaVLOK ELECTRICAL AIR AIR MSIER ROM 16 PLC R>Plrt PART NO .,Opp M 12 PANEL A • • I l 3pDM12B 3 1 Cg 3 BLOWS DIFFUSER PItiP � •�� "° '°°"" DiLandro ' 9pp9 RTR2C ° NNW B B B RP ® C Cpp M,INOS: 5 5 18N AM ANDALL:<•GMOOTHWALL ,,;�•„� - N --Zal-A� '-= - T Andrews CORRUGATED AND RIBBED PIPE N � 5.4 FAA EPDMFOAM GASKET N1R6 MOIM 1ESr S E n g i n e e r i n g INSTALLED HERE OR NATHO TKREAS VIEq✓DIDD P�N. O CAN USEDWTH IAMT NW AWIM 25 RN � ) TO CONTROL zs 52N 11M 1AN POLYLOK 24"SAFETY SCREEN PANEL �u'-0' M' E11WlE 158 County Rd. 39 ,WIN 128IN PART NO.-3008-SS HIGH WATER ALARM " ' 2 " PLc naPur Suite 10 2 pN „pI" MATERIAL-HOPE ® pu+ ,D 34 12 PLC NPur Southampton, N.Y. 11968 �N CIRCUIT BREAKER SPECIFICATIONS: ffi Oce/Fax (631) 259-3959 N POLYLOK �COVER ELECTRICAL PANEL 4 PW INPUT 3�IN `""-"' Certificate No.: 0019523 PART NO.30WHD CB A-20 AMPS r 10 DOSE 0 PLC TITAN MATERIAL-HOPE ' SECTION B.8]E[14 2� ;Sm,IIA COLOR-GREEN VERICOMM CONTROL PANEL DEMAND PLC CONTROL PANEL W/COMPRESSOR CB 1 -20 AMPS W Puya PLC MIT Pro �' e 24" LOCKING COVER - HDPE 24" SAFETY SCREEN - HDPE REMOTE CONTROL PANEL & PUMP - CB 2- 10 AMPS Q'(� D/44 Y� IatLs:WIN PANEL DISrnNEcr N MIST BE PrtoA BY N DED sdUEA. NOTES AWN PANEL tXs11oNNECT MIST BE PROVIDED Bf NSIAUEn CB 3- 10 AMPS MSNED LM INDICATE ITEMS NOT CONrMNED IN THE PAI MASHED LINES INDICATE ITEMS NOT CONTAINED INTIE AMIM �V �Q , FIELD WNW MIST BE A MINIMN OF 80'C COPPER+CORE. FELD WING MUST BE A INMUM OF WC COPPER WI WIRING DIAGRAM TO PRONE°1,IM�NrAL M,NG OF PANEL.L�FITTINGS TO � RA'm°OF� �F �s AND HUBS WITH SAE ENNRONMWAL RATING AS ENCLOSURE �s AND HUBS WI SAME EIMPONMEMAL RATING AS ENCLOW E. �, o * QS Q '* awpFt I 701PRN10EE I DIFINNIN 1n DIME T wwlrc SCHEMATIC,ELECTRICAL awlDLs ' y„/n WHEMATIC,ELECTRICAL t` W aI w IW64'L 11RilIGOIOIk :'� I1100•L'i�ODlpk LU VOLUME CALCULATIONS OLYLOKPOLY-VENT AS NOTED Z r FULL AK-080917-1 �- AS NOTED , AK-080YT7-1 .I, -- m 143�" 2.88 PART NO.-PCF-PLV �? AN-600 B ' t MATERIAL-ABS _ �(� 09725?- O t MAXIMUM AIR FLOW-330 CFM A INPUT ----POLYLOK 24"FLAT COVER 9�FES S%( �c1nII a,J;: a , ,> PART#-3008-WEST Tank (Inches) 13.25" ? tt.;;`• Tank Diameter at Bottom: A 72.00 c r ,_. MARTERIAL HDPE Tank Diameter at to B 72.00 o C r ^'"' 8)#12x2"HEX WASHER P SECTION A-A ^'�{ :' ., HEAD SCREWS 69" 7 " Tank Height: C 70.25 e /� 1__l Fill �� MATERIAL-302-304 Outlet Discharge Height: D 63.00 , F 26.52" STAINLESS STEEL I -A-I . • OLYLOK AIRPUMP MODELS" \\\� If Chamferred (Inches) Pi PL-ET60,PL-ET80 Diameter At Middle: E 0.00 PL-ET100,PL ET120,PL-ET150 O Height of Section 1: F 0.00 re K -- u� F • ` � l��`A • '_-POLYLOK 12x24 BASIN PART NO:3008-612B 2 one (Inches) t G ' C ,.. ` MATERIAL-HDPE Cone Height: G 59.25 B CAPACITY-3.34 CU.FT pin, Q 0 1 OLYLOK VENT SCREENS Is r .' „s,,, Is C Cone Dia.at Bottom: H 10.00 Td� PART#-RA712-CP .•"' Cone Diameter at Mid: 1 55.00 K E Poll AIR PUMP BASIN MATERIAL-ALUMINIM NON PON PON li' 12 O COCone Height Section 1: J 46.50 H • PART#-3008 APBF O ' c N 2 Cone Diameter at Top: K 55.00 � A I L • ,�:a��"k;. �`�:^ �� • - 9 CALCULATIONS M :' .4"r `$ 6 r- NB Tank (Inches) `I� �" I r------ z 91 Tank Ave.Diameter: F, 74.00 15 V ® O " Q Tank Ave.Radius: P2 37.00 If Tank Chamferred [394 3 I ico Ll ^ � C)I I 64" A ( 631 Tank Diameter at Discharge: Fo 75.59 section, ) I I .. O Tank Ave.Working Diameter: FA 73.79 Ave.Diameter: F,B 0.00 I Q Tank Ave.Working Radius: F5 36.90 Ave.Radius: F,B 0.00 O I I O J D I `-" Tank Diameter Increase per inch: FB 0.057 Tank Diameter Increase per inch: Flo 0.000 BILL OF MATERIALS O Cone Total Gallons St: F2, 0.00 ITEN PM nEscRmTIDN OTY, Section, HA• oPs, t FT Vi:166.99 Section A 241024 LID,TANK RISER 24' PL , <, Cone Ave.Diameter: Re 32.50 Diameter at Discharge: Fz2 0.00 D --- RISER, TANK 24' X 12' PIL C C 122122 PANEL, 50-11-L-80 Cone Ave.Radius: FB 16.25 Ave.Diameter: Fzo 0.00 D 100121 PUMP,AIR LINEAR 80 eDb F,D V2:56.57 Ave.Radius: 124 0.00 DI 200067 STRAPPING, 3/4'X 10' (4)3W-LONG LLI 'n O D J 2 20OD39 SCREW, V N10 SELF TAP PPH ZINC 4 �+M' BILL OF MATERIALS Cone Diameter at Discharge: F„ 55.00 Tank Ave.Working Diameter: Fes 0.00 D3 200082 WASHER, M10 COMMON FLAT SS 4 1-- `,, fnIs Cone Ave.Diameter: F,2 55.00 Ave.Working Radius: F. 0.00 E 20o1u TUBING, CLEAR 6MM •l1R••41IP v/ ITEM PIN DESCRIPTION OTYt F 240049 CLAMP, MICROGEAR I ti MA-AN600 TANK,AN600 245 NITROGEN REDUCTION 1 Cone Ave.Radius: F,S 27.50 Height of Section: F27 0.00 G 100109 TUBING, HURCOBRAID 5/8' X 7/8' , �' '� .., M E ' 1 N P1 N N C1 1 2 3 4 �� ~ A 180055 TANK,AN600 245 PRETREATMENT 1 H 180106 ADAPTER,MALE INSERT 1/2X1/2 MPT , ,� ' N - t ;130002 SN6 STANDARD 2 TANK CONNECTING NIT + Cone Distance from bottom: F,4 11.00 Diameter Increase per inch: F25 0.0000 160102 ELL, .50 PVC SCH40 90• (TXS) , '^"'' ' ii11 � �� - � 'R1 C 100111 ASSEMBLY,RECIRCULATION 245 COMPLETE ANS00 1 Height of top: F15 12.75 Dishcharge Height: F29 0.00 1 700DOI FITTING, STRAIGHT 614M PLASTIC I 1 a D AN600-P AN600 W/PLATFORM COMPLETE , K 700002 FITTING, SHREADER VALVE Diameter Increase per inch: F,e 0.0000 Total Gallons S2: FOD 0.00 I fY P , L 180314 PIPE, 50 PVC SCH40 lUa vz•LONG Cone Dishcharge Height: F,2 5.50 Total Gallons S1+S2: F5, 0.00 M ISM03 ELL, .30 SCH40 PVC 90• (SXS) KNP MUM SIDE ALARM N 240038 GROMMET, .50 ADAPT-A-FLEX , MUM AN601 245 NITROGEN REDUCTION SYSTEM I--- •w1.,5- OUTPUT cls ROVED Y SIGNI DATE: REV FARTS -Z�cCpvyL-. oon ""• '�T Tan one hydra Cttod 1a28112 D �_ hyd Act10d D-1tn7 0 HA-AN600 Tank Total Volume:ll 171-33-779-4-1 Cone Working Volume:F34 223.56 Tank Working Volume:F33 1166.42 Aeration Working Volume: Fos 1 942.86 REMOTE CONTROL PANELLLJ HP-100LL, 120LL Lu PRESSURE TYPE HP-120LL z HYDRO ACTION AN-600 DETAILS HYDRO ACTION AN-600 (HYDRAULIC LOAD 660 GPD) 1bin] (D C)17.7(2.57) [CFM] • Dimensions Specifications [Unit:mm([nch)] 14 5.0 U O '^ HP-100LL H -120LL 12 I.J SECTION A-A 1 E.J 1 "I v, 256 20 200 Rated Voltage V AC 100/110-120/220-240 �10 4.0 � X (10.08) (0.79) (7.87) Power Supply Frequen y Hz 60 50 60 0 IE 3.0 J Rated Loading Pressur kPa 17.7 0 80 G Airflow Volume Vmin 100 120 Q 60 (p18 222 Power Consumption W 75 90 100 40 N 2 0 THESE RIBS O I**.- LO Q (0.71) (8.74) Noise Level d PROVIDE FRICTION BA 42 1.0 „ T Weight kg 9.0 20 FIT FOR ALL 4 PIPE ---.. �W/� Q U �/ I CD 46) ) 317. c 0 40 50[11 V J /� 1 ( 20 30 140 110 10 L (4.33) 1.0 2.0 3.0 4.0 5.0 6.0 7.0 [PSI] I-'-THESE RIBS PR O J PUMP DETAILS Pressure V ` C)FRICTION FIT F 77 ALL 4"PIPE W 0 06 < 30.0 LF (2 LF Cl + 28.0 LF 4" LENGTHS VARY 4" PVC SCH 40 p J FINISHED PVC D3034 SDR 35) 69.7 LFT 4" PVC SCH 40 D3034 SDR35 � 2 � FLOOR S= '-4 GRADE" PER FT. D3034 SDR35 S=8" PER FT. 2011 DISTRIBUTION BOX -HDPE POLYLOK 4" ROTOFLOW 17.0± S=8" PER FT. CONCRETE COVER EL:±14.0' 1.0' MIN/2.0' MAX ROTO-FLOW LEVELING DEVICES OR EQUIVALENT ARE PART NO. - 3050 -4 Revisions 24" LOCKING COVER TO GRADE SEE NOTE 1 GRADE COVERS W/ DISTRIBUTION BOX BELOW GRADE TO BE INSTALLED ON ALL DISTRIBUTION BOX OUTLETS. MATERIAL - HDPE No. Date Description SEE NOTE 2 EL. ±14.5' F SAFETY SCREENS W/ EQUALIZERS LEACHING GALLEY GRADE STOPPER OR END PLUG ROTOFLOW EQUALIZER VALVES 1 10/18/2023 SCDHS NOI &SAFETY SCREEN 4 @ 4.75'W x8.5'L x 4'H EL. ±14.0' IN - 2 --/--/-- ---- DEPTH SEWER PIPE --/--/-- 21-0" -j -i VARIES ---- 4 --/--/-- ---- CLEAN OUT 300 ELBOW ', ROTATION 5 --/--/-- ---- STOPPER OR - IE12.38' E 13.05' ® ® ® ® ® en en ® ® ® ® PVC SCHED. 40 • FLOW-�- VARIABLE END PLUG E12.30' ® ® ® ® ® ® ® ® ® ® ® E11.35' ® ® ® ® ® ® ® ® ® ® FROM 0 No CUT AWAY VIEW LIE 11.55' ® ® ® ® ® ® ® ® ® ® TO SEPTIC Designed B IE11.28' ® ® ® ® ® ® ® ® ® ® ® BUILDING -► 9 y : PD li ® ® li ® ® lip ® ® ® Iq SYSTEM ' ® ® li� FMliRMemli ® ® ® SEWER Drawn By : .ITS ® f� ® RMliEn Slily ® l- _ CAST _ I 9.54 CAST IRON THRU IRON 1200 WYE Checked By : JL - HYDRO ACTION AN-600 EL 7.29' 3.0' EL 7.29' BUILDING FOUNDATION TO OTTOM VIEW TOP VIEW FRONT/SIDE VIEW EL 7.06' SCALE:NOT TO SCALE MIN. &TO EXTEND 2'-0" PVC POLYLOK 20"D-BOX BOXACCEPTS: BEYOND FOUNDATION ADAPTER PART NO.3017-20 LIGHT COVER PART NO.-3009C NOTE: WALL MIN. MATERIAL-HDPE HEAVY COVER PART NO,-3017-C20 CUT AWAY VIEW Date : 9/5/2023 DATE; 8/12/04 GRATE- PART NO.-3017-G20 1. NEW CAST IRON THRU BUILDING FOUNDATION WALL& HIGHEST EXPECTED GROUND WATER EL: 1.5' 6"TALL RISER PART NO.3009 - Scale : NOTED TO EXTEND 2'-0" BEYOND FOUNDATION WALL MIN. CLEAN OUTS ARE TO BE INSTALLED: 12"TALL RISER PART NO.3009-R12 2. VENT THRU ROOF OF PROPOSED BUILDING, EXTEND A MIN. OF 6"ABOVE ROOF LINE AND HAVE A MIN. PROPOSED SEPTIC DESIGN ELEVATION R216 HORIZONTAL SEPERATION OF 12"TO THE SLOPED NOT TO SCALE 1) AT FACE OF BUILDING OR WITHIN + PORTION of THE ROOF. BUILDING BEFORE EXITING. 3. ALL JOINTS TO BE SEALED WITH CONSEAL CS-10 OR SCHD APPROVED SEALANT (SEE SEPTIC ELEVATION FOR WHICH). TO AC SPOUT R111 { IF 2) BEFORE A BEND, SWEEP OR WYE. POLYLOK SEAL PRT.NO.3001 3) EVERY 75 FEET OF SEWER LINE. TYP.40PLCS. POLYLOK4"ROTOFLOW PART#3050-4 HDPE FRONT/SIDE VIEW Sheet# LAND OF/F LAND N/F Q 200'+ W°.L S.C.T.M. NO. DISTRICT: 1000 SECTION: 26 BLOCK: 2 LOT(S):39.14 OF 7v BOSCH I 4 SEPTIC LP SARAH JANE OLMSTEAD DWELLING WITH �TG Lp WELL & SEPTIC 165' LP LOT 4 OVER 150'�p VACANT I PIPE S 88°21'50"E LG.2I L.G.LG. �L.G.LG. LGA 4.9S 207.96' PIPE c= O O O O D.P. p l p GAS 8' POST/WIRE FENCE \ 8.5'S o M 3 I MO M GATE C� � I POOL E P O 2 BELG. LOCK CURB yX;.;v:•24;1',i:!t,Z� � °o 0 3 I GRAVEL DRNEWAY `;i:GARAGE:ro m D W'` E— p I WOOD'@ 30^ E— Z U BELG. HYDROACDON f4'x5 {i:{{?i:{?? BLOCK AN600 W W I APRON O C.O. 8/ 70.0 cq3 PAT10 48.2' f &AIR PUMP ''::•`2 Sf1 00 li STK. "rY;DWELLING#735:'+, a' •:• m INGROUND: 1 2'W SfK WOOD59.6' POOL.:.:.:. :t:ii?tiv:{<:'•iii:•}•; DECK Nn � ...........>' SPA. 2� ........ ao LAND N/F FS 'E•� I '/ ''WAS LINE N................ . . N HOLZAPFEL I / '•�' ::rie:e1>:£' tt.s' DWELLING WITH j WI!OW GATE OVER WELL & SEPTIC I W°� 150 OVER 150 IGATE O I STK. - J O m SANITARY LOCATION STK. 105.1' POINT A B c 16.3 AN600 17' 4.4' D.P. 53' 79' O bj SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES bj APPROVAL OF CONSTRUCTED WORKS FOR L.G.1 46.5' 80' ASINGLE FAMILY RESIDENCE L.G.2 67.5' 89' 1.o Date /0/3112024 H.S. Ref. No. R-23-1315 _ ro The sewage disposal and water supply facilities at this location have been 3 DWELLING WITH I inspected and/or certified by this Department or other agencies and found 9.1'W WELL & SEPTIC to be satisfactory FORA MAXIMUM OF 5 BEDROOMS, OVER 150' I M ow CRAIG KNEPPER,P.E.,CHIEF u Office of Wastewater Management I PIPE O WELL STK. I STK. w LAND N/F I m snc. op0`'� HOLZAPFEL 563 f i z L DEC PIPE - 2024 I N PIPE PIPE N88021'50"W 81.11, LAND N/F \ FRESHWATER WETLAND BOUNDARY OF AS DELINEATED BY EN-CONSULTANTS DOUGLAS \ JUNE 8,2023 DWELLING WITH WELL & SEPTIC OVER 150' _.. Zy �• FINAL SURVEY 06-01-24 AS—BUILT POOL 07-25-23 �'� ��, THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL REVISED 06-29-30my LOCA77ONS SHOWN ARE FROM FIELD OBSERVA77ONS i' v C�/ AND OR DATA OBTAINED FROM OTHERS AREA: 78,771.91 SQ.FT. or 1.81 ACRES ELEVA71ON DATUM: NAVD88_ �— UNAU774ORIZED ALTERA77ON OR ADD177ON TO 774IS SURREY IS A VIOLA77ON OF SEC77ON 7209 OF THE NEW YORK STA72= EDUCA77ON LAW. COPIES OF 774IS SURVEY MAP NOT BEARING THE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM 774E SURVEY IS PREPARED AND ON HIS BEHALF TO 774E 777LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS77TU77ON LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INS77TV770N, GUARANTEES ARE NOT TRANSFERABLEE, THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM .THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE EREC77ON OF FENCES, ADD177ONAL STRUCTURES OR AND 0714ER IMPROVEMENTS EASEMENTS AND/OR SUBSURFACE STRUfURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE 77ME OF SURVEY SURVEY OF: LOT 3 OF NEl1, CERTIFIED TO: DOUGLAS GRAY; LESLIE KOCH; MAP OF: WILLOW TERRACE FARMS, INC. M. y FIDELITY NATIONAL TITLE INSURANCE; FILED:OCTOBER 4, 1994 No. 9572 _��`�� o��y�'� ROCKET MORTGAGE; SITUATED AT: ORIENT r � O TOWN OF: SOUTHOLD �, KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK 20� 050882 J� Professional Land Surveying and Design L 0 P.O. Bog 153 Aquebogue, New York 11931 FILE # 222-142 SCALE: 1"-40' DATE: NOV. 5, 2022 PHONE (631)298-1588 FAX (631) 298-1588 N.Y.S. LISC. NO. 050882 maintaining the records of Robert J. Hennessy do Kenneth M. Woychuk HIGHLIFE° COLLECTION FreshWaterO Salt System Ready ENVOY 100%Filtration f SilentFlo Circulation �- System ~ a' Ready freshwater Moto-Massage DX ,°� ✓ ; '. J: Q r Shown with Alpine White Shell y J and Charcoal Cabinet a .�'�m.;.- ,(��4��#ill•� `�''i it �J i Super Energy Efficient ' .� People Seating jets Volta P 9 e� 9 M - 5 Seats Lounge 55 Jets 230 V Wireless Remote Size 8'4" x 77' x 38" 1 254 cm x 231 cm x 97 cm 5 Water Care Fr Freshwater' Salt System Ready Polymer Substructure &Base Pan HotSpring® Every day made better' H I G H L I F E° COLLECTION HotSpring® Every day made better O ENVOY SHELL COLORS MEINd. Alpine Ice Ivory Platinum Tuscan Pebble White Gray Sun CABINET COLORS c I ®aai► iMEN ,f Java Charcoal Blackwood Linen Brushed. n Nickel COVER COLORS _ VINYL _ _ _ I'C)LY�STER 00 E 0 Nutmeg Graphite Gray Black CABINET AND SHELL COLOR OPTIONS" Cabinet Colors Java Charcoal Blackwood Linen Brushed Nickel Shell Colors Alpine White Alpine White Alpine White Alpine White Alpine White Ice Gray Ice Gray Ice Gray Ivory Ice Gray Ivory Platinum Platinum Tuscan Sun Platinum Tuscan Sun Tuscan Sun Pebble Pebble Pebble LEGENDARY MASSAGE SIZE 55 Personalized-Control Jets Dimensions 8'4"x 77'x 38"/254 cm x 231 cm x 97 cm • 2 Moto-Massage®Seats • Soothing Streams Seat CAPACITY • Precision®Jet Seat Seating Capacity 5 seats with lounge • Captain's Seat Water Capacity 455 gallons/1,725 liters EASY WATER CARE Weight 785 lbs./355 kg dry;5,455 lbs./2,480 kg filled" Water Care System FreshWater®Salt System Ready ADDITIONAL FEATURES Filtration System 100%No-bypass Filtration Exclusive,High-flow Tri-X®Filters Water Feature BellaFontana®with 3 illuminated arcs of water 325 sq.ft.Filtration Area Cover Lifters CoverCradle®,CoverCradle ll,Lift'n Glides,or UpRite° Steps Steps are available to match cabinet colors LEADING ENERGY EFFICIENCY Entertainment Bluetooth®Wireless Sound System(Optional) Jet Pump 1 Wavemaster°9000;One-speed,2.5 HP Continuous Duty, Control System 10 202011 with wireless remote control 5.2 HP Breakdown Torque 230 V/50 amp,60 Hz Jet Pump 2 Wavemaster®9200;Two-speed,2.5 HP Continuous Duty, (Includes G.F.C.I.protected sub-panel) 5.2 HP Breakdown Torque Lighting System Luminescence®multi-color four-zone Circulation Pump SilentFlo 50000 for quiet,continuous filtration Cooling System CoolZone"(Optional) Heater Titanium No-Faults 4,000 W/230 V Insulation Multiple Layers of Foam Insulation;Certified to California Energy Commission(CEC)and APSP 14 energy efficiency standards for portable spas Cover 3.5"to 2.5"tapered,2 lb.density foam core,with hinge seal 'No special orders or shell substitutions available.Actual colors and products may vary from print representation.See dealer to verify. Cc:2023 Watkins Wellness•Rev.H "Includes water and 5 adults weighing 175 tbs.each. Installation and 0 tion In t pera. s ructions.:. :. 8caper 0, Inaloor Wood-tiurning Fireplace';:. . F•I R E,PL AC E S' •• P/N:126601-01 Rev:.L 06/2022 Ce;:manueI esf disponible:en frakais,simplement en faire.la demande.Num�ro de la piece.126601 02: : .Models. :WRT4536WS WRT4542WS.' WRT4550WS. :' IIIIIIIIIII�IIIII� , C. U$::: WRT4536WH: VIrRT4542WH WRT4550WH:. 01- 1 REPORT 0.f09 095 J. 1266 0 N .. � Gam. • .. i A'R .� 2024 ' '. `:` � :. o ' ni f4Ty Tl , SAV . . . . :'.' This. . . E THIS BOOK . . . . . book invaluable.:In addition'to:instructing.you on how,to install and maintain your.appliance, it also contains:iriform:ation that:will enable you to obtain replacement.parts oraccessory items when needed: Keep it.withyour:other important papers'... . . ' INSTALLER:Leave this.manual:.with.the'appliance: Install ateur: Laissez cette notice avec:l'appareil. CONSUMER: Retain this .manual for future Conslommateur; Conservez cette:notice pour consultatign This.wood-burningfirepiace.complies.with,UL127' .Ce foyer au. boil est conforms;;auz UL. 12T.CANNLC= .. LGAN/UL .-S610 M87: standard as 'a FACTORY: S610=M87 norms .cpmme:: -cane USINE:: :CONSTRU-TIt LT FIREPLACE., CHEMINEE.;. . This fireplace is.approved for use_as.a wood-burning fireplace or for use with a vented gas log approved to-. . ANSI Z21:60 or Z21.84 standards or.for use•witb a•vent-free,gas log heater,approved to•ANSI Z21:111 standard: FOR'CANADA: The authority'having.jurisdiction(such POUR ,LE CANADA U auto rite.:competente (comme•" •asthe municipal building department,fire department;: le, service m^u,nici al du batiment,. les: pompiers, P. etc.) should be. contacted :before installation. ta, etc.).doit etre contacts avant ('installation afin.de' . •. determine the need to obtain.a permit. determiner la'necessite°d'obtenir un.permis: This.installation manual.will enable:yota to obtain a.safeefficientand.deperidable installation of.your fireplace: .system..-Please,read and understand these iristructio,ns before beginning-your installatio.n:. Do•not alter or modify:the:fireplace:or::its components under any circumstances Any modification or.alteration of the fireplace system,�inclUading but not limited•to the:fireplace,chim' ' components and accessories; rriaywoid the warranty; listings and::approvals:of this syste.m.and could result in an unsafe and potentially dangerous installation.: IMPORTANT! T' 0 ASSURE�PR.OPER:ALIGNMENT' OF GLASS: DOORS INSTALL'THIS.FIREPLACE IN. A SQUARE: AND PLUM .-CONDITION:; USING SHIMS AS NECESSARY AT:SIDES AND/OR BOTTOM.- NOT E. IAGRAMS AND ILLUST RATIONS THROUGHOUT THE MANUAL ARE NOT.TO SCALE: .. . Your TABLE OF.CONTENTS"ou•fo our utchase. We appreciate. : .. . business! Please carefully read and•follow all:instructions'.in this�manual:Pa Safety..... .....:. .::.:.:.::..:..:....:....:. :: 2 special attention to all warnings and.Wety::information: Y Specifications.:. :.:.....:... :. : . •Following these•safety,.care, and operation, instructions:will help: •Fireplace•installation: P: • V entin 1nstallatiori:::..:..:. :. • .7 ensure;many years of dependable antl•enjoyable service frompur g• 9 fireplace: : :16 Refractory Pariels,lnstallation...::.:.:::....:.. .� - � � � • Optional Gas Line InSfallation..:.....:....:.:.:..:..::.:.::.:.....:....:.:. 17. ,.Please read and understand these instructions before installing: :, 'Glass' :• or operating: :: : : ..18 • •.OperatDon and Mal ntenanee Guidelines:...:•....:.::::...:.::...: :.1g .. . . . Parts..:: ..:..:. ............ hu►Trorla� We recomro�end that our woodburrun A . ccessories:::.�. •• ••• . ::20. FIREPLACE. . hearth roducts tae installed and serviced Important Notices. Canada::....::.:.:..:..... • -- INSTITUTE' .• .. . .p .. . .:26 .. by professionals 'h are certified in.the•t1.S. technical Service by the National Fireplace.lnstitute�(NFI as D. R. e :.26. . . , . . placement Parts:,::..�..:.....:....::.::.:..:.. ... :.26• . NFI Waodburning Specialists or who.are mo - certified in Canada Ciy Draft S ke Guidelines Appendiic:A Warranty ..:. • 27 CERTIFIED Wood Enorgy Technical it+ruodFeoryy:: Al.. Training(WETT): epcafTrn�ng;.' : : • SAF ETY. . .. .. . usoperation . ; • • . • asn tin. of.the fire lace.Consult the Iocal.buildin :codes p A.WARNING to the particular requirements concerned with.the installation of. all factory built-fi,replaces:. . i WARNING: Do not.install'a fireplace insert in this. i iCaliforniaicause which is known box:unle.ss:i e-.manufacturer's instructions with.the birth defects or other reproductive harm. For moreinserts ecificaIl state•this fire lace has been tested.. . information go to www.P65Warnings.ca.gov. for.use with.this tnsert: p. . . .: A.WARNING ::Improper:installation; adjustment;. •.Do not store or us gaol ne or any other flammable alteration, service.or. maintenance can cause inju ry. • vapors or.liquids in the vicinity of:this or;g y other or property damage:. Refer to this mantial for correct . :appliance: installation and:operational procedures:.For. :assis-' bu.e to.high.te;mperatures,.the.appliance should be tance or. additional: information•`consuIta .qualified' located 'out:of traffic..and 'away.from furniture and.. . Installer, servit:e:a enc or,the assu liar:,; : draperies.:e :. . 9 y 9 PP t lac •clo ng or other f amm li ' t . • . a emaeras .. . IMPORTANT•'Check local codes before, installing this . . •: ono a app'li.ance:. 1 i 0 fireplace: unattended .when:a fire is r near th Never leave.children Before.beginning.the installation.of the fireplace,read these instruc- burn . _ Ing in the.fireplace: . . tions through.completely:. This INNOVATIVE HEARTH PMD.UCTS; LLC.(iHPj fireplace and. A WA d or processed solid fuel WA RNING.-Use solid woo• its components are safe when installed according to this installs= f el0.gs::Only:•When'.prOcessed wood fuel firedogs are:: Ir tion manual. Unless you use.IFiF components,:_wh)cli have been: :. 'UStd,tlo not poke orstirthe:logs while they are burning. designed a.nd tested;for the fjreplace system,you may cause a Use only-fire logs that Nape been evaluated for the ap= fire.hazard pl ca replace'and:refer.tol re log:warnings and.Ttie IHP-Warranty.will•be.voided liy.and IHP disclaims:any re Ca t10 ' sponsibiliiy for the following actions:. : u ion markings on packaging prior to use: t a. Modification of.the:fire lace, components, doors; air,inlet P, . system,and dam This This fireplace is not intended to be used as a substitu#e b: Use.of any component part not manufactured or approved by fd' a,furnacii 4o:heat an entire home. Use for supple IHP.in combination.with an-IHP fireplace:system: mental heat Only... • Proper installation is the most important step in ensuring:safe and 21. for . . . . • .. . Super' Fireplaces:us;com: .. 126601-01_L. SAFETY. Continued Overfiring=of a fireplace'is a condition wh'ere.ezcessive ANj _ tempomturesarereached;beyondthedesigncapabilities COAL) ' CHAR- WARN BURNING IMPROPER FUEL(I:E:CHAR- CAN R SU of the ap ::Tpliance- hedamagethat: WO1 occursfrom'overfiring E LT'IN:WHICH MAY LEAD CARBON' B N H!MONOXIDEPOISON- isnot.covered underthe manufacturer.s limited.warran .TO DEAT Carbon Monokidi Poisoning-'Early.signs.'of carbon: WARNING: CONTINUED.OVERFIRINGOAN PERy monoxidepoisoningresemblelheflu.withheadaches; MAN.ENTLY:DAMAGE: YOUR FIREPLACE SYSTEM-4 dizziness, .or: nausea.:.lf'you:have. these..signs, get. . SOME EXAMPLES.OF.CONDITLONS .THAT: COULD .: fresh air at:once!: .Have the.appliance inspected by a CAUSE OVERFIRIN.G ARE:- . '. qualifi d e service .. . . . . tec nician. ome eople are-more af. BURNINGOUANTITIESOF SCRAP LOBE R;.PINEBRANGH fectadbycarbonmonoxidethanothers These.include:: ES, PAPER.OR CARDBOARD.BDXES WHICH EXCEED THE pregnantwomen;:people with heart.or lung disease VOLUME of THE NORMALIOG FIRE:. or anemia, those under the Influence of alcoh:ol,.and !'.BURNING TRASH, CHEMICALS OR.CHEMICALLY TREATED .: th thigh 'altitudes itudes::. . : .'COMBUSTIBLES. :.' : _ . . .. . Ventilation Re u rements- P �' 9 Disposal of Ashes. ovide ade ua:a air .f r.. . combustion :The fresh air,requirements, of this ap= Ashes should be placed.in ai metal.cantainerwith a.tight PLi a space Where it will ance must be met within:th fitting i!d:-The closed container of ashes shouidbe placed' be. installed.. .on a noncombustible:floor.or onthe ground, well away :.. S from:all coibbustible materials;pending final.-dispos6L. mok : .e:Detectors - Since there are :always several If the ashes are disposed-of by.burial in soil or.otherwise .: potential;sources otfire in:anyhome,'we recommend:' locally dispersediiiiey should be'retained:ln the closed : Installing.smoke. detectors.. If possible;:install :the :container until'all cinders-have:thoroughlycooled: . .: : smoke detector in a.hallWayadjacent to the:room.(to .. ossibili of occas nail e false activation . . r duce the io P WHEN USING THE DECORATIVE APPLIANCE,- :THE' from the heat:produced by.the appliance).:If.your local FIREPLACE DAMPER MUST BE :SET IN THE. FULLY: code requires asmoke detector be:installe.d within the: OPEN P031TION: same room,you must.follow the requirements of your : .local code:'Checkwith:'ou:r.local building department. . . :Never use gasoline; gasoline=type lantern fuel, kero- for requirements.in.your area:. :. . sene.,'charcoal Fighter fluid; orsimilar liquidsto start. :' or °freshen up' a fire;i.n this fireplace.. Keep:all.such. Creosote=.Formation:and Need.for.Re ioval .liquids well away from.the.fireplace'while it is:inuse. W hen wood_ burned.slow' l u d therno :Use SOLID WOOD only:for fuel. It is best to use dry: organic vapors,:which:co bine with expelled moI' and well seasoned hardwood.softwoods.tentl to.burn lure to,Them creosote..The:creosote'vapors condense veryquickly;.DO NOTusetreatedwood;charcoal,coal; in the relat!vely tool:chimney flue 04 slow-burning trash; driftwood or.woods that have been dipped in .. fire:.As :a. result, creosote residue accumulafes. on: tar,pitch;pine tar,creosote;etc:Wood productsmade. : the flue dining..When ignited this creosote.makes an with synthetic bindersi such as.plyw.00d, produce a - extremely hot fire. .normallyhlgh temperatures and sputtering;smok e 9 The chimne fires: When:burning artificial .logs;please;read and yahall be inspected at leastawice a,year follow the instructions provided by the.manufacturer.: 'duringthe:heatingseasan:todetermine when.acreosote" Never:burn treated: construction' lumber;or scraps: ��ga[3 m a soccurred. When creosotehasaccumulated These Woods-burn ,excessively hot:Ahd.may,contain th m]:or more it shall be.remove to red' e chemicals used to. treat'insects and fun us: When e.risk of a chimney fire.: : ,I, d: . c g burned,these:chemicalscain pose a signifcanthazard:. A WARNING: Ch ren and adults sfi9 . be alerted . ild to.the hazards of high.su IMPORTANTrface temperatures and to See appendix A; page Z7 for additional stay information regarding draft requirements, smoking: away:to vo'd burns. clothin :i nits n: You 'Causes'nd troubleshooting children should:be carefully.supervised:when n.the: : .. _ a. . s me room as.fireplace . . 126601.01_L Sup riorFireplaces:us;com 3 . S . . PECIFICATIONS :'.. . . ;. . . MODEL . 1.(26 Y*n)CHIMNEY AIRSPACE CLEARANCE TO COMBU$TIBLE'MATERIAL . NO COMBUSTIBLE . ' M ATERIAL ON FACE COMBUSTIBLE. ._ WALL-BOARD • . . .. . 1-V2"(39:6m) AIR-SPACE BACK AND SIDES --- -OUTSIDE. UTSIDE AIR .. . _ .. . M' INIMUM 12°'(305'mm): . GA S LINE.: � OPERPENDICULAR .' KNOCKOUTS . SIDEINALL 0 0 mm HEARTH EXTENSION 60",X,20" : .. TO BOTTOM 1 EACH SIDE) (1524 mm:x 508 mm)) 29"(737 mm) . . 22-}/2"(572 mm). 369 m2') 21-1/2' 26-5I8" 50ZO'. ' (677 mm ). mm) • • . 15-5/6' 36:.(915.rrfmj .. • 36"HEA RTH 6T' 1 , (1.702 mm) 1„ 61" (280 mm) (1550 mm) . . - . . OUTSIDE AIR ACCESS 49° 58" (1245 mm) (1474 mm) GAS LINE. . .. . -ACC ESS 39' (762 mm) •1. m (2 7 m)(242 m) 4 36".(915 mm) , �. 3,, r,�;,' -/2 (115 mm) /2 jT(2801 mm) 1".(26 mm) 159 mm) m (280 m m )'. 5- am .. 38 ) Figgre 1-36"Models 4 Su pet! Wimp laces.us:com 126601-01_L SPECIFICATIONS Cont hued i ' 2"•(51.mm)•CHIMNEY AIRSPACE.CLEARANCE TO. COMBUSTIBLE.MATERIAL . :N O COMBUSTIBLE, ' MATERIAL ON FACE , :COMBUSTIBLE '. .. . . . .• .(39 mm) . WALL BOARD AIR SPACE ., 'BACK AND SIDES • ' OUTSIDE'AIR G. MINIMUM 18".(458 mm) . AS LINE: : O TOPERPENDICULA NE: KNO CKOUTS. _ SIDEWALL -HEARTH m 0��.0 mm SON TO . (167 mNx15086mm) 20'' BOTTOM � 12"(305 mm) - EACH.$IOE 22.3/a'(578 mm 15 25 e:;,: 3/d'. 400 mm (639.mm) : . . . .. 73MITI 0 V, mm) (16 mm) 42"(1067 mm). . . (448 mm) 42"'HEARTH . mm 67" . (17.02 mm) 11" :.OUTSIDE AIR (280:mm) ACCESS 61"• 58 :(1550 mm X (i474.mm) .. 49" . GAS.LINE (1245 mm) ACCESS 30,; . (762 mm) (17 mm) (267:mm)(242 mm) 42"(10 is�i2": 67 mm), 4-1h"(11 ,/z� . 5 mm) 3.. 51-1/8"(1299 mm) (89 mm) (3 13" 31 mm). 17" . . (432 mm): 'Figure 2-42" 126601-01_L Superioffireplaces.us:com 5. s. PECIFICATIONS Continued • . ., . . 50 MODEL .. ' . . . .. . •, . ,' .: :. , .. . : • . . . . . 2"(51:mm)CHIMNEY. AIRSPACE CLEARANCE TO COMBUSTIBLE MATERIAL-' M.COM MATERIAL ON ACE:'., COMBUSTIBLE WALLBOARD. .AIR SPACE BACK AND SIDES OUTSIDE AIR: .. MINIMUM 18"(458 mm) • GAS LINE KNOCKOUTS; ' • TO PE RPENDICULAR ' SIDEWALL. . . HEARTH EXTENSION 74''X 20"'. . TO.BOTTOM EACH:SIDE 12"'305 mm) : (188 x 50.6 mm) ( 0 mm. 38=1/2'(978 mm).:. . 24"(610 19-'/a' (489 mm 33. e . • 2. 0 (7 24 mm) 0 � (591;mm) 1 - � (448 50"(i27 m ) O mm • .. . 50 HEA • . . • . . RTH . . , 4 (112 mm). • 67", '(1702 mm) 11' .. OUTSIDE (280 MITI AIR.. . 61".. . (1550 min) 58 : . ) (.1474 mm , ACC ESS" 49" (1245 mrri) ' GAS LINE „ . 30" ACCESS (762 mm) (178 mm) (26�m) (2 >— 67 m)(242 mm 50 (1270 mm) . 4-'/i': (89 ). . .(216 mm) 59-1/n" (1505 mm) : (115 mm) 13"• .. m (331 mm) 17 432 mm) Figure 3-50"Models . 6 SuperiarFireplaces:us.com 0 12fi601- 1_L FIREPLACE INSTALLATION. SELECTING.LOCATION 6: Using screws or nails,secure fireplace to framing through flanges To determine the safest and most.efficient location for the.fireplace,' located�on sides of fireplace.' . you.must take into consideration the following:guWelines; 1. :The location must allow.for proper.clearances(see Figures 4 and . .2'. Considera location where fireplace will,not be affected by.drafts7. . air,conditioning ducts,windows'-or doors. _ 3: A location that avoids cutting of.joists.�or roof rafters will make' _ installation easier. IE!== 2\ 4. An outside.:air kit:is available with this,fireplace; (see Optional 6771/a^ Outside'Air Kit'on:page::9):. — — — — U705 mm)- MINIMUM CLEARANCE:TO'COMBUSTIBLES I j sa /e° • ,. 1477 mm) Back and sides of.fireplace. I (: 1.='/ ` .39 mm min. 2 ) Ceiling, :42'0067 mm) min. — — — L : — — — — J„ I Front-of fireplace 48"(1220.mm),min: — -ae 5/. Floor** 0.i,(0 ;(1159 mrn) (36"Models)' 1-1h"(1312mm) (42"Models) . (76 mm .min: : I_ ) 5 6 7. 2 -'/" 71 Per.endicular wall to opening: 18"(458'mm)min: Ss 3i,"(151a mm)_ (so"Models):. . ;8(36"Model)�)' P p g 36"Models 12� .." • , . .To spacers . . 30 .5 mm).Min. Top .: : •. . . • .. P P 0'°(O,mm)' 'L. Mantel clearances •' :: see Manjok;:page 8 Chimney outerpipe surface 2"-(51 mm) min:. . Figure 4�Framing Dimensions. *.Not required at,nailing flanges. **:See ste 2-of Fram n . P: I a A WARNING.::.Do not:pack-reguired'air.spaces with m). . .. .. 61' 1550mm):(36'•Models)' Clearanceat Insulation or other materials: ; 65".(1651mm)-(42'Models) SldesandBack 804 mm) (fir Models) 71'(1 of Fireplace /x°(39 mm) . Minimum/Maximum Chimney.Heightfor,Residential installation.' cieaance Not Required wherethe Side Wall. Minimum height of chimney,measured from base of fireplace to flue= Framing Meets the Fireplace atthe gas outlet of termination,is 16 feet for straight flue ora.flue with one Nailing Flange elbow set.Maximum,distance between elbows.is:6 feet.For systems with two elbow sets,:minimum height•"is 22 feet.'Maxim'um.height of any system is 50 feet..This measurement includes fireplace,chimney '66-ix�i2,se ' mm)-(3fi Models)' 92" 7 sections and height of termination as*embly:at level of the,flue:gas 1Bo° mm)-(42°n;edels) . . : (2540mni),(50°Models► .. outlet(see Figure 15;:Page 12).: . FRAMING 1._Frame.opening for fireplace.'using dimensions shown in Figures 4 Figure 5-Corner ifnstaiiatibn :and 5. 2. If.fireplace is to:be installed directly on carpeting;.wile or.any combustible material other than wood flooring, fireplace 'must. be.installed'upona'metal orwood panel extending full width and depth of.fireplace. 3.- Set fireplace directly in front of this opening and slide unit back, until nailing flanges touch,side framing.. . 4. Check level of the fireplace and shim with sheet metal if necessary. 5.. Before securing fireplace to,prepared framing; ember protector. . (provided):must.be placed between hearth extension (not sup- plied)and under bottom front edge,of fireplace to protect against glowing embers falling through. If.fireplace is to be installed,on a raised platform,a Z-type ember protector(not supplied) must be fabricated to fit:ybbr required platform height: Ember protector should extend under fireplace.a minimum of 1 ljZ%Ember protector. should'be made of galvanized sheet metal(28 gauge minimum to prevent corrosion: 126601-01_L SuperiorFireplaces.us.com 7 FIREPLACE.INSTALLATION Continued,. . . HEARTH EXTENSION.; MANTELS A hearth.'extension projecting a minimum of 20'° in front of and a' . mantel may be installed if desired(see Figure.),.Woodwork such as minimum:of 12" tieyontl each side-of fireplace opening-is required wood trims;mantels.orany othercombustible.material projecting from. to protect combustible floor construction in front of fireplace.Fabri- .front.face must not.be placed within..12"(36" Models) or.18":(42/50" cate a hearfh extension using a material which.meets the.following' Models) of.fireplace opening: Combustible.materials above 12 (36" specifications:a laye r of.noncom bustible,.inorganic material.having a. Models).or:18 (42/50"Models)and;projecting more than'1 '/z",from. thermal-conductivity.of k=0.84 BTUAN/FT,HR.F(or.less)at 1: thick. fireplace:must-not-be placed less,than 15".(36"Models)or 21'':(42%50" For example;if the material selected has a k'factor of 0.25,such as :Models)'from the top•opening.of the.fireplace(NFPA 21.1 Section.= . glass fiber,the following formula would apply:: Clearance-from'Combustible Material). .' 0:25 x.1'.0'.=0:30°ahickness.required . . . .. 0.84. . � . : ;. . . . me up•to s .Mantels or any other combustible material=also may co side . edge of black metal face of-fireplace asaon long,as p gas projections from.front Thermal:con ductivity19.ofmaterials,can be obtainedfrom'manufac- : face:fall�within limit.shown in Figure 7: turer or supplier of.noncombustible,material.If hearth extension is to be covered,use.noncornbustible material's uch as tile,slate.;brick, .Combustible. concrete,metal,giass,marble,stone,etc.-Provide a means to prevent Material 2. hearth extension from shifting and seal gap between fireplace frame ,'(31,2 mm)Ref: and hearth extension with a noncombustible material(see Figure 6).. • .. Safe Zone for . , ,. . . . ro P. .jection of- . . .. . . A WARNING:Hearth extension is to he ifistalfed onl 6"(153 mm) Combust b .as shown In Ffgure 6..: a3° Materials 1. ..'Ref. . . 8 . 3"(77 min): .. Sea '. 3 1 min M n. ' Gap 15' i Nom .• Fire lace Front: p .. (36".Models)' 2 1" 5 .4 mm M•n z. Ember Protector 2/50"Modets). 1 Mom (4( : 12"(305 mm).Min.' . 'Fireplace Front Raised :. 3 el n Hearth 18"((458 mm)Min Upper Section (42/51Y Models) of Fireplace. Ember Protector Hearth . Extension Fireplace Opening. . Fireplace Front Elevated Seal Gap Top View of Fireplace. 7 3A' .197 mm) . Ember..Protector 36"Mod els 1:1.?/2"(293 min) FIREBOX' • (42/50",M6dels) Figure 6 Hearth Extension 3"(77 . mm) Max:. . SAFE ZONE 330 4.1/z'(115 mm) . Combustible M in.to us Material Must , Not Oirerla Perpendicular p Side Wall .. . FrontFace 1:2„(305 min) 36"Mod els. . . . 18"(458.mm) 0 42/5 "Models Figure 7-ldlantel:C/earances to Combustible Material 8 SoperiorFireplaces.us;coin 126601-01_L, VEN TING INSTALLATION`. . : . OPTIONAL OUTSIDE AIR .KIT(MODEL AK4/4K4F) LINEAL GAIN . . :The installation of an outside.air kit should be performed'during DESCRIPTION GAIN ART NO: the rough framing of the fireplace due;to the nature of it's,location::• Si 'nature. .' DEFire lace �-..66'/2"..1690.mm 12-12DM. . , .. , Outside combustion air:is accessed.through a vented.cra. .space Plpe_Section 10,5/e°(270 mm) . (AK4F)or through a sidewall (AK4).: _.„ 12 12HT 18-12DM • . 18-1 Pipe Section 1s 5/8'(423 mm) A:CAUTION: Combustion air inlet ducts.shall.hot 2HT terminate in.attic space, _ 23 5/8"(600 mm): 24 12DM :. 24 12HT. .Pipe Section The maximum height for the air.vent can:not exceed 34:5j (sso 361 a mm) 2DM :3 feet below the flue gas outlet of the termination: T2HT Pipe Section 6% (118 48-12-DM 48-12HT.. Pipe.Section �. . 4 . . 5 mm) :TWo (2 Outside Air Kits are highly;recom men ded:;to assure best performance from•:your fireplace: : R TT-1 -. 7 3/4°* (197 mm) 2D Round Terming: 12HT . tion Secure to Collars-with Metal Tape;.ScrewsSquare 7°(1;78 mM)to - Top With h Slip or Straps.(Mm.;of 1/4'.x.20".in size). 15"*(38 . 1mm .. Section . . . ).• The -Air.Inlet a lineal gain fior the.termihations is measured to the flue gas outlet. Vent Hood Required' Height. orWalf Must Allow f For Bushes Installation Vented 15"GaIV n orSnow. a lied. Crawl Space OuterRi a .. . (Check Local: . P Codes Before Installing in aHemmed ---- Vented•Crawf 2 3/e Air Inlet Space).. . : : -- Eyebrow, Stainless• nner Pipe •.. . . . . , nd . Figure 8.-Outside Air Kit CHIMNEY PIPE . .. . -Figure;9=Lineal Gain. WARNING: Label part number 900599, 01.must AS SEMBLY be-applied'by. the:.installer.to.all .chlimney.pipe SEMBLY AND INSTALLATION:O�,DOUBLE.WALL C. MNEY SYSTEM sections.but is no :required on sections:tha# wil_I: be v'isible.afte..r the:installation is complete: Label Each double wall chimney section consists of a galvanised outer.pipe',a must wrap.around:the. circumference. of the pipe:. stainless steel inner flue pipe antl a wire spacer.The pipe sections must be assembled:independently asahe chimney is installed.When connect= See accessories, page 25.for Kit F2659:. ing chimney directly to the firep lace,:the inner flue pipe section must be: . stalled flfst with the lanced side up:The outer pipe section can then in e . The IHP:chimne s stem.consists'of:12%18";24" 36' and 48"snap:• be installed over 5,'the'flue pipe seotionwith the hemmed.'end up'.Press lock,double-wall pipe segments;planned for.maximum,adaptability:. .down.on each pipe section:until the lances securely engage the hem on . to individual'site requirements: Actual'lengths gained after:fitting ::the fireplace starter.The wire will assure the proper spacing betuveenthe overlaps must be taken into :consideration (lineal gain) and:are, inner and outer'-pipesections, given in the-lineal gain chart(see Figure 9).,Lineal.Gain is=the actual :. :Continue to assemble chimney sections.as outlined,above; making . measurable length of a part aftertwo or more parts are'connected.. sure.that•both the:inner and outer pipe sections.are locked together. For Canada;,use chimney parts designated"HT". When installing double.wall snap=lock chimney together,it:is impor- tent to assure the joint between the chimney sections is locked:Check A WARNING: The Opening In.the COIIar arOUnd the by pulling chimney upward after locking,Tlie chimney will notcome apart if properly locked.It is not necessary to add screws to keep the chimney.at the top of the:fireplace must not::be,ob- chimney together(exception,see:Figure.10,page 10): strutted:Never use blown insulation tofill the Chimgey The height of a vertical chimney pipe supported ONLY by the fire- enclosure. . . place,must not.exceed 20 feet..Chimney heights above 20:feet must, _. be supported. • . .: . 126601-01_1. SoperiorFireplacesms.com 9: VENTING INSTALLATION Continued OFFSET RISE CHI MNEY.LENGTH- USING,ELBOW OFFSETS.(30E-12DM) A B 12'k .18a 24": 36" 48„ 4 3/e 16 3/e° ELBOW SET ONLY 1• b achieve desired offset,.you may install combinations of,12 .93/4" •25'/2" :1. 18",:24; 36"and,48",lengthof_double wall pipe,(see offset;chart . ..12%". 30:Y4" :: : 1 and Figure.10);-. .1 34.14" t :: : 2. Chimney Vueight above.off set rests on:refurn:elbow.Straps must 18°. .' . 40 1 1 be securely nailed to::rafters:or joists(see Figure.11- details A and . 21 1/4 461/4 1 B). 23 3/4 49'/"'• 1 y Mazimum len th;of i e between su orts return .elbow.or - M), is 6' of:angle'run: Maximum,bf two 6' an le run sec 12D :33°.. 66° 1 1 , Page 11):. tions per chimney system (see Figure 12 36 .71° 1 1 4: :All pipe:connections between'tlie offset and return:must be secured with two screws on:the outer pipe only (see:Fi ure 38'/4 75" 2 P P Y 9 °. ' 41 /4 80./4 1 1 : 1 10). Do not penetrate the' inner,stainless: ' 45": .. .86 Y4 53'/a°° Ell See Retail A .56'/4" :106114" 2'59'/4 . 111 2 6f3/a° .115,y2 :'2 1 64 3/°. 120 a " :68'/4 12T' 1 : 2. 130.'. 1:. :2 . .1 Straps 74.'/a 137'/z° q OFFSET CHART(22=50 FT:SYSTEM HEIGHT) An le Fil eB Str aps: . . . r sto See.Detail B . •. . 9 P Straps .Straps Detail A Return Elbow Figure 11-Ceiling$upport Pipe 12S-12DM. . Screws. • CAUTION:.THE.STRUCTURAL INTEGRITY OF THE g E FLOOR WALL.-AND CEILING/ MANUFACTURED'HOM ROOF MUST BE MAINTAINED WARNING:'DO NOT INSTALL IN SLEEPING ROOM' OF MOBILE HOMES: A Figure 10:-Elbow Of/set 10 Su periorFireplaces.us:com 126601-01_L VENTING INSTALLATION Continued . Return . • Elbow. ' Elbow. : Return . .Offset Elbow Elbow. .. 6' (1.88 m) 6' (1:88 m) - Elbow Offset o Max. :. Max. w Ceilin Return .. Return:: : Support'Pipe. Elbow Elbow -. 6,,(1.88 8 .. 12S.12DM;. m). Wx (i'.(1.8$m) Max.. ax: O Elbow Offset � Offset • • , ..1. Elbow • , •1 Offs : 6 ( .88 m) :6 .( .88 rri) . . . ..Elbow:: . Max: . . Max. A .. . B Figure.12.-.Typical Offset.Terminations FIRESTOP SPACERS(FS=1O,11OOEFS-1 ODM FOR 36':MODELS) Fire.stop;spacers are required ateach point where the chimney'penetrates IMPORTANT NOTICE a floor space:.Their purpose is to establish and maintain the.required, When Penetrating a Ceiling Into an attic,' a fie6stop end clearance:between the chimney.and.the.combustible materials. When : thimble are required tO aVOid ihtruSlOn by i11SUlatidn: •the:pipe;passes.through a framed opening;into a living.space above,.the: .. and recommended to.negotiate.a joist:. .. : . . firestop.must be placed on the ceiling from below.as shown in Figure 13. . They also provide complete separation from.one floor space to another or attic•space:as required,by most codes.When the double:wall pipe Thimble passes:through a framed.opening into an attic'space,the frestop:Must. be.placed:into an attic floor as shown in Figure 14. Firestop Existing Ceflfng. .. o Frame 1 Firestop. Spacer l . .. Figure 74a-,.Thimble Screws or - S 1 1 taples(Min. PENETRATING ROOF o T f 8) o maintain a 1"(36"Models)'or2"(42/50'Models)clearance to the Figure 13 Firestop Spacer with.Living Space Above-Ceiling pipe on a roof with a pitch,a rectangular:bpening mtast be cut. 1 . De termirie center point through which pipe' ill penetrate roof. Firestop T .Screws or Staples. 2..Determine center point of roof.Pitch is distance the:roof.drops Min:of 8 ' over a givens an,usual) t2".A 6/12 itch means that roof drops Spacer ( ). P Y pitch 6"for each 12"measured horizontally down from roof rafters. . Existing 3. Use roof opening chart(Figure 15,page 12)to determine correct opening length and flashing:req red: . Ceiling u i T T Frame. 4. Remove shingles around opening measured,Cut out this section: 5. Add next sections of pipe-until end penetrates roof line. Check .'to see that roper clearances are maintained.Extend chimne b P adding.sections of double wall pipe until pipe is minimum o 30' 9 . . P above highest point of roof cutout.Termination and chimney must Figure 14'-:Firest6p Spacer with Attic Space Above Ceiling extend a minimum of 36"above highest point Where.•it passes th rough roof. :126601-01_L SuperiorFireplaces:us:com • 11 "VENTING INSTALLATION Continued 17° . . F. CATION,(V6F-10DM"llR V12.F-100M) LASHING INSTAL (482 mm) I " Determine the flashing to be.used with the,roof opening_chart.Slide Min. 1 30":(762,mm)777 f ''(26 mm). I '. Min, lashing over.pipe.Until,.base:is.flat against.roof..:Replace as .many . Min I• shingle s.as needed to cov"er exposed area and flashing base.:Secure . 1"(26 mm) M .. on b in positiy nailing through shingles:(see Figure 16).DO NOT NAIL . I . •, THROUGH FLASHI NG CONE.:. , .. •1 Installing Flashing on a Metal Roof (26 mm), Min . When installing the flashing on a.metalroof, it isre wired that u q Putty tape be used between the flashing.and the roof.The flashing must be• g /4'screws an then ea w ro - d h n sealed with o secured to the roof using#8 x 3 f coating to prevent leakage.through the screw holes.A roof coating Opening°A must-also be applied.around the perimeterof the"flashing to provide a proper seal. . "Pitch Slope Opening:..A..- ..Used Flashing Max . Model No: • Storm• r Flat U° 17" 432 mm : V6F=10DM Flashin Collar'.' Shingles 0-6/.12 -26:6° 19" 483 mm 6F Cone Q es Only Overlap Top and Sid V 10DM 6/12-12/12 V1217=10DM Roof Opening 36":Models Nail Only Outer . Perimeter of Flashing . I 30 I" - . .. . "(7.2 mm). �. . (496 mm) Min.: i 2"(51-MM). Min 2"(51 mm) • m I: Undedap.Shingles at, 2"(51 mm) I •" Bottom in Figure.16-Flashing.flnstallation Opening"A". :. . . Storm Collar Installati on(SC21).. Place storm collar over pipe:and slide down.until it is::snug.against Pitch Slope: .: Opening"A'` Used Flashing the open edge of the.flashing(see Figure 17):.Apply waterproof caulk " ..Max.: : . Model No.. : around the perimeter ofthe collar to provide a proper seal. Flat. 0° ..19-'/z" 496 mm V6F.10DM 0-6/12- 26.6° :22" 559 mm V6F-10DM 6/12-12/12 45.0 .27". 432 mm " . V12F-.1ODM Chimney. a W terproof Roof Opening:42"and 60"Models Pipe Caulk, Figure 15-Root Opening Measurements Storm . Collar Flashing Figure:17-Storm Collar 12- S.u.peflorl'ireplaces.us..com. 126601-01_L VENTING INSTALLATION Continued Terminations/Spark Arrestor 10 FOOT RULE The fireplace system must be terminated with the listed round top or All flue gas outlet chimney terminations must extend a minimum of chase terminations. In any case,refer to the installation instructions 3 feet in height above the highest point where it passes through the supplied with the termination. roof and must be at least 2 feet above the highest point of the roof A CAUTION: Do not seal openings on the rooftop that is within a horizontal distance of 10 feet(see Figure 20). flashing. Follow the installation instructions provided 10, with the termination being used. (3.05 m) Level of Flue Gas Outlet Stainless RLT-12D 10' (3.05 m) Inner Flue Level of Flue 2'(0.61 m)Min. 3' Pipe Gas Outlet _� (0.91 m) lm, Min �— Secure 2'(0.61 m) 3' Termination Min. (0.91 m) to Outer Waterproof Min Pipe with 3 Caulking Screws Storm _ Collar Flashing Figure 20-10 Foot Rule SQUARE TOP TERMINATIONS INSTALLATION STL-12D AND Overlap Shingles STL-12DMP (Top and Sides of Underlap 1• Construct chase as illustrated in Figure 21. Note:The shortest Flashing Base) Shingles vertical side must be at least 30"high and minimum inside di- mension must be at least 19"as shown in Figure 21. 2. Add pipe sections to chimney system as outlined in fireplace Figure 18- Termination installation instructions until last piece of chimney is a maximum CHASE INSTALLATIONS of 6"below top of chase(see Figure 21). Instructions for chase installations are included with the chase style termination chosen.In a multiple chase installation,be sure to provide adequate distance between terminations to prevent smoke spillage 19 (483 mm) from one termination to another. We suggest that terminations be separated at least 24",center to center and stacked at a vertical height difference of 18"(see Figure 19). 6"(153 mm)Max. Note:If a decorative shroud is to be installed,contact the manufac- 30" + turer for specifications. (762 mm) Min. I 0 ollllllllll� 00111I IIII1161111� IIIIII IIII1� 18"(458 mm) Min.Typ. BIIIII � I I I I I I I111 Figure 21-Constructing Chase 24"(610 mm) 24"(610 mm) Figure 19-Multiple Chase Installation 126601-01_L SuperiorFireplaces.us.cam 13 INSTALLATION Continued 3. Fabricate a flashing having a 16-1/2" diameter hole centered Termination over chimney end with a 2"collar around hole (see Figure 22). Attach noncombustible spacers at each corner and place flash- ing over chase. Sheet Metal Screw 4. Secure flashing through sides with 8-penny nails or sheet rock 1" Noncombustible screws. Spacer 5. Place galvanized sleeve through hole in flashing and around last Chase Top section of chimney(see Figure 23). 6. Place termination cap over opening and slip stainless steel inner _ pipe into stainless steel chimney section.Lower termination as- sembly until cap rests evenly over flashing hole.Secure cap at 1"Space each corner with sheet metal screws(see Figure 24). 1/4"Screen 16-1/2" Diameter 2"Collar Note:Do Not Seal Chase Facia Ventilation Openings Figure 24-Securing Termination to Chase Top Flashing with Sheet Metal Screws ROUND TOP TERMINATIONS INSTALLATION RLT-12D, AND RLT-12HT As Required 28 1. Construct chase as illustrated in Figure 25. Note:The shortest Galvanized Gauge vertical side must be at least 30"high and the minimum inside Galvanized Steel dimension must be at least Was shown in Figure 25. 2. Add pipe sections to chimney system as outlined in fireplace Figure 22-Constructing Chase Top Flashing installation instructions until the last piece of chimney is a minimum of 6"above chase top(see Figure 25). 3. Fabricate a flashing having a 16-1/2"diameter hole centered over 1"Spacer Termination Cap chimney end with a 2"collar around hole(see Figure 26,page 15). Note:Do Not Seal Ventilation Openings Screw 191, f (483 mm)Min. + 36" ' (915 6"(153 mm)Min. Minn.. —� ! � 3" 30" (77 mm) (762 mm) Min. Min. Galvanized Sleeve 2"(51 mm)Min. �— Figure 23-Installing Termination Cap Figure 25-Constructing Chase 14 SuperiorFireplaces.us.com 126601-01 L INSTALLATION Continued 4. Attach noncombustible spacers at each corner and place flashing Note.Do Not Seal over chase(see Figure 27).Secure flashing through sides with Ventilation Openings Termination Cap 8-penny nails or sheet rock screws. 5. Place termination cap over opening. Slip stainless steel inner Caulk pipe of termination into inner stainless steel chimney section Storm Collar (see Figure 28).Place galvanized steel over chimney outlet(see 6"(153 mm) Figure 29). 1"Space I Min. 6. Attach storm collar where chimney pierces opening in flash- Chase Top ing.Caulk where storm collar touches outer chimney pipe (see Flashing ' Figure 29). 1"Space X 16-1/2"Diameter 2"Collar 7'Minimum f '(77 mm) ~Chase Min. I � \ Flashing Double Wall Chimney .X"Minimum —► I Figure 29-Chase Installation As Required NONCHASE INSTALLATION 28 Gauge 1. Slip on proper pitch roof flashing and mount storm collar above Galvanized Steel it.Caulk top of storm collar where it contacts outer chimney pipe. Figure 26-Constructing Chase Top Flashing 2. Mount round top termination and secure it to outer chimney pipe with 3 sheet metal screws. 1" Noncombustible Spacer Chase Top Termination Cap Sheet Metal Screw Caulk 1 Space Inner Pipe of Chimney Storm Collar 1/4"Screen Flashing Chase Facia Underlap Note:Do Not Seal Shingles Ventilation Openings Overlap Shingles (Bottom Only) Figure 27-Chase Top Flashing (Top and Sides) .� Termination IIII IIII IFigure 30-Non-Chase Installation FINISHING FIREPLACE Outer Pipe Combustible materials,such as wallboard,sheet rock;drywall,plywood, Inner Pipe etc.may make direct contact with sides and top around the fireplace face.It is important that combustible materials do not overlap the face itself.Brick,glass,tile or other noncombustible materials may overlap the front face provided they do not obstruct essential openings like Figure 28-Installing Termination Cap louvered slots or any other opening.When overlapping with a noncom- bustible facing material,use only noncombustible mortar or adhesive. 126601-01_L SuperiorFireplaces.us.com 15 REFRACTORY PANEL INSTALLATION A WARNING do 36 SER SO e SERIES 4-S4/1 m CENTERS ' 6 1 SERIES 8-3/4, CENTERS IMPORTANT: Installation of Refractory panels should be done after the fireplace is placed in a permanent location. 1. Remove grate,screen assemblies and all hardware components out of the firebox.The bottom panel is pre-installed in the firebox. Figure 31-Installing Grate Retainers Make sure the bottom refractory panels is centered in the firebox UPPER COR and flush with the front of the fireplace. /BRACKET(2xER 2. Place cardboard on top of bottom refractory panel as a protection PANEL f to prevent shipping and scratching during installation of the other REAR BRICK panels. PANEL 3. Position"Z"shaped grate retaining brackets on top of the notched �� o area toward the rear of the bottom refractory. They should be positioned a distance apart as shown in Figure 31. 4. Install rear refractory panel.This panel has atop and bottom.To GRATE GRATE RETAINER determine which is which,match up the pattern on the rear panel o BRACKET(2x) with the left and right sides before installing the rear panel.Make sure panel is center before continuing. 5. Install the right and left refractory panels with the gas line knock- outs orientated down toward the bottom refractory.Align the left and right panels with the rear panel so the grout lines line up. RIGHTBRICK PANEL 6. Install the upper corner brackets and tighten set screws (Figure 32). 7. Install grate by placing rear legs into slots in the grate retainers (Figure 32). BOTTOM BRICK PANEL A WARNING: Risk of fire! Replace grate with IN- ASH PANEL NOVATIVE HEARTH PRODUCTS grate only(see Parts, pages 20 and 21). This grate has been designed to Figure 32-Installing Refractory Panels keep the operation ofyourfireplace safe and efficient. INSTALLING SCREEN Rating Plate Hole for Screen Rod 1. Slide round end of screen rod into rings at top of screen.Attach one push-on nut to end of rod before attaching last ring of screen. 2. Bend tab on both sides with the hole down to insert the round Leading end screen rod into hole on the left and right side of smoke shelf Bricks (Figure 33). 3. Mount flat end of screen rod with#10 x 5/8"to center of smoke shelf. \ \ 4. Install other screen rod in same manner. Figure 33-Installing Fireplace Screen 16 SuperiorFireplaces.us.com 126601-01_L OPTIONAL GAS LINE INSTALLATION Gas line hook up should be done by your supplier or a qualified Side service person. Outside of Firebrick n Note:Before you proceed, make sure your gas supply is turned off. Fireplace Incoming 1/2" ••�• Finished Use only a 1/2"black iron pipe and appropriate fittings. Black Iron Side 1. Remove knockout indentation on refractory or firebrick wall lo- Gas Line cated above refractory hearth floor.Knockout indentation must be Conduit Pipe firmly tapped with any solid object such as a 1/2"dowel until it is released. Remove fragmented portions of refractory(see Figure 34). 2. Remove gas line cover plate located on either side of fireplace and ;�7 Seal Opening I pull out insulation from gas line conduit sleeve.Save insulation for with Repack reuse. Replace screws. Refractory Provide Enough 3. Run a 1/2"black iron gas line into fireplace through the rear at gas Insulation Cement ° ' Threaded End for line conduit sleeve(if using a raised platform,add height). Provide Fitting Connection sufficient gas line into fireplace chamber for fitting connection(see Figure 35). Figure 35-Gas Line Installation Note:Secure incoming gas line to wood framing to provide rigidity for threaded end. 4. Repack insulation around gas line and into sleeve opening.Seal any A gas line or gas log lighter may be installed forthe purpose of installing gaps between gas line and refractory knockout hole with refractory avented orvent-free decorative gas appliance incorporating an automatic cement or commercial furnace cement,Install the gas appliance or shutoff device and complying with the Standard for Decorative Gas Ap- cap-off gas line if desired. pliances for Installation in Vented Fireplaces,ANSI Z21.60 or American Gas Association draft requirements for Gas Fired Log Lighters for Wood- CAUTION:All gas piping and connections must be burning Fireplaces,Draft NO.4 dated August,1993. tested for leaks after the installation is completed. If you install a decorative gas appliance (vented gas log),the deco- After ensuring that the gas valve is on,apply soap and rative gas appliance must comply with the Standard for Decorative water solution to all connections and joints. Bubbles Gas Appliance for Installation in Solid Fuel Burning Fireplaces,ANS forming show a leak.Correct all leaks at once.DO NOT Z21.60 or Z21.84 and shall also be installed in accordance with the National Fuel Gas Code,ANSI 7223NFPA 54 latest edition. USE AN OPEN FLAME FOR LEAK TESTING AND DO NOT If you wish to install an unvented(vent-free)gas log set,only unvented OPERATE ANY APPLIANCE IF A LEAK IS DETECTED. gas log sets which have been found to comply with the standard for LEAK TESTING SHOULD BE DONE BY A QUALIFIED unvented room heaters, ANSI Z21.11.2 are to be installed in this SERVICE PERSON. fireplace. A WARNING:Do not operate an unvented gas log set in A WARNING:If the fireplace has been used forwood- this fireplace with the chimney removed. burning, the firebox and chimney must be cleaned of soot, creosote and ashes be a qualified chimney cleaner. Creosote will ignite if heavily heated. A WARNING:When using a decorative vented gas log, Outside of Side the damper must be removed or permanently locked in Fireplace Firebrick the fully open position and the glass doors must be in °;• Finished Gas Line ° Side the fully open position. Remove Conduit Knockout 1/2"Dowel Insulation GasF<D Conduit Cover Brick with Access Hole Figure 34-Gas Line Access 126601-01_L SuperiorFirepiaces.us.com 17 LA- G SS.DOOR.INSTALLATION . • INSTALLING GLASS DOORS IMPORTANT:Install glass doorframe before installing glass r'i I be door. Y P P Sp ng.c ips have.been. installed but some adjustments ma needed..-If doors do not close roperly or do.not a pear,straight,see : . INSTALLING DOOR FRAMES Door:Adjustment.. . NOTICE:DOORS MUST BE INSTALLED PRIOR TO INSTALLATION OF' 1• With bi-fold doors completely.folded,insert bottom pivotpin into . REFRACTORY PANELS.IF PANELS ARE INSTALLED,REMOVE THE BACK. . pivot hole:located near bottom corner.of front face opening and AND SIDES AND SLIDE THE BOTTOM REFRACTORY PANEL.TOWARD swing door to vertical position making sure top pins slide into THE REAR OF THE FIREPLACE TO Al L0W FOR INSTALLATION: door track:Door is installed when top door pin.snaps into spring . 1. Remove screws from smoke shelf(see Figure 36). clip. . . . 2. Mount top.door frame and secure with screws.removed in step 2. Repeat step 1 for.remaining door. t.(see Figure 36) .. . If you f close properly or do not appear.level or- ind doors tlo'.not cl 3.:: Remove three screws located at front offi'x(see Figure.37): . straight, proceed with sectiori on door adjustment, 4. Align bottom rail inounting holes with:holes at front of,firebox.' and secure With,screws removed:in step 3, Fold Door and. . . �_� 5. Re-install refractory panels if they had to be removed: . Slide Top Pins Spring Clip._ nto Track Insert:Rin into Top Door I. :Spring Clip Frame. :: I , I i • Smoke • I . . � ..I. . • :` Shelf: : ' . :: : I • I. Insert. ; 'Bottom-Pivot, . . 1. Pin into Hole: . . . I Pivo Hole. . Figure 38.=Installing:8i-Fold Doors ;figare 36-Installing Top:Door.Frame. DOOR ADJUSTMENT. Remove.doors and slightly loosen lower.pivot clips.and upper,spring ; clips.:Replace-doors-and fully close them:Use'1/8"shims,(any mate- rial) to IeveL doors.:Once propersetting is achiev ed, carefully open doors enough:so that.-you can.aceess'spring clips with a Phillips . screwdriver..Tijhten.screws.See Figure 39. Bottom Door. Rail i- -- - --,--- ---------- Screws I Figure 37 Installing Bottom Door Frame Figure 39-Adjusting Bi-Fold Doors 18. Su per!orFireplaces.us.com: 126601-01_L OPERATION.AND:MAINTENANCE'GUIDELINES GLASS DOORS . Glass doors are optional.w ith the fireplace.When.fireplace is in operation, doors must be fully opened or fully.closed position.only or a fire hazard may be created.(see Figure 40). . A:fireplace equipped:with glass,doorsoperates.much differently than a. fireplace with an open front::A fireplace with glass doors has.a limited Fully Closed : .' amount of airfor combustion_' - Fireplace D ront; Excessive heat within the.fireplace can result if too large a fire is.built or. :: if combustion.air gate is not completelyopen.The following tips,should be followed to assure that botti.ttie fireplace and glass doorretain:thei.r: beauty and function properly:Both the flue damper and glass doors must. " b'e fully opened before starting fire.Thiswill provide sufficient combustion air and.Maintain safe temperatures in firebox:. IMPORTANT The glass must be allowed to warm slowly.and.evenly. The tempered glass will withstand a graduallemperature rise to.5509 F; which is more than a normal fire will generate.Such materials as.pitch/ wax laden logs-,very dry,mill end lumber and'large amounts of-paperor Doors Fully.Opened cardboard-boxes can create an-'excessively-hot fire and should not be. Fireplace.Front burned-in this fireplace.Always keep the fire well back from the doors and never allow flames to contact the glass.: . . Fig A WARNING:Fireplaces equipped with glass doors ure 40-Bi=Fold G/ass:Doors. . . : ;shou.ld:be:operated :only,with..doo.rs fully.opened:or '.doors fully closed.Doors,-it leff partly opeh,' may drauli. onm gas'and of of the firep.'la,ce:openin,g.creafing. T da r han l ewhRcAh.Iopens and closes the damper blade,.is:- PER HANDLE r.isks.of.both.fire and smoke:. e: mpe ocated in the upper front face of the fir6place.'Pushing the handle - . . . .. . . forward and up.through the.keyway.slot.will.free damper blade.to; . . . .WARNING: Do hot slam or:strike doors: Damage automatically open. Pushing the handle forward and down Will lock can result in a haza.rdous.condition: damper blade closed.(see Figure 41).Damper.Must,be:locked:inthe . full open,position before operating.fireplace(see Figure 41): WARNING: Discontinue so.of:the appliance Imme- diately if doors are damaged and contact-a.'qualified Damper installer for repair. Only.doors certified with the a : :. weight ,pliance shall be used. o Darnper. Weight Cleaning.Glass . Clean glass with ad commercial glass To cleaner or soIap.and water Do Close —� not use an abrasive material to clean, lass.'Do notclean, lass with anyDamper. : y .. .. g g, cool water if glass is still'hot:from:the fire and smoke;. . To Open .Damper Figure:41 Operating Damper Handle 126601-01_1 SuperiorFlreplaces:us:com 19.. . PARTS. .. . . MODEL. : CATALOG NO; WRT4536WS F0626 WRT4536WH F0627 WRT4542WS. F0628 10 . . . WRT4542WH :1 F0629 WRT455OWS F0630 WRT4550WH IF0681 8 9 .5 • CD 0 0• .. o .o 00 0 • . o 00 'o • o• 0 0 0• 12 . 20 0 0 13 22 . ,. • • :46/17 15 o o • 2 2 . O 23 3 25 20 SuperiorFireplaces.us.com 126601-01_L. PARTS... This list contains.replaceable parts used in'your.firebox.When ordedng.parts,-.follow the instructions listed.under•Replacement Parts on page 26 of this manual. .: . . .. . A WARNING ;C.ontact an'IHP;dealerto obtain:any:of thess'parts.lever use substitute materlalsmotapp.roved: by IHP.' Use Of -approved partscan result in poor'peiformanceand safety hazards. KEY:NO.' . CATALOG NO. DESCRIPTION WRT4536. WR174547 . WRT4550: :QTY. . Face Assembly (:Firebox Bottom Assembly ( : •�( ( (_. :. : . 3 iV 1'Firebox Bottom 4. �'. • :. . :I Firebox Surround `5. . �. .,Outer Dome Assembly • .. . •. � . i. : '. .. . 6 :: : ( ; �..** _ !'Insulation Pan.Support �:_.-..I_ .. �I :. :• I : :. �� I 1'. � ; :' � .' • Insulation Pan . 8. : . :: *., I.Tob.Insulation. .:Y .. . 1 9 Fireplace ToP'A'ssembly,36" (. 1 ** Fire lace To Assembiv,50" (' P P Y� • I' P. . P I I I. 1 69 dff 4 10. ( J. 9 7 (Stan o ( (, .. .. . ' I : I !(Fireplace SurroundAssembly�:I _ 1 !Clearance Spacer. 2� J4362 . . —� .� • 3 , J5329 � ;Fireplace.Handle Bracket 14. . _I �J6900. � I Outside.Air Cover Plate (,.� ( ..� . . 15 I'TJ_6934 ;Gas Conduit Cover 16 I J4368: (Conduit One 2. 1 i J4369 'Conduit Two I L` I I . . . (:Heat.Shield Supports I. 1 19 N/A ,N/A - I - Lu - I N/A! 20 !Smoke eldssembly -_ ** i.Innerome •. :. � '� '.• a____ *'*. . : •.• , ,Ie_��.I�� . ice. . .: 21 � • ' . 22: ( I Damper Control:Bracket.' ( I. .. •. �_Iy_ .�� I 1 3 j J4342. ,Screen 36 2 . I J4341 I Screen 42 . . 2 . (_ J4340 I Screen 50' (?� 24 ( :J6928. . . (Screen Rod 36".. . u J4391 (Screen Rod 42 I• I 12 (^ 43 0 . . I c�een Rodb0": ( ; . . I I L 2. 25 ; ;I J4347 . jGrate 36". ( j ^L. . ( .1 1 J4346 Grate 42" 1 J4345 lGrate50" i. i . .. PARTS AVAILABLE NOT SHOWN _ e , 'I_• .. J3938 Grate Retainer 2 44357. 'Side:Firebrick Wall.Spacers---,.. . ('_ _TI �I RP114913-01 _j Rear-Firebrick Wall Spacers Not a field.replaceable part: 126601-01_L SuperiorFireplaces:us.com 21. . . .. . . . .. . . PARTS. . . . � stallat on of re ractory pa els should i f n AWARN ING ': .. IMPORTANT. Installation be..done:after the:.fireplace is place d.'in:a.permanent: location, MODEL. CATALOG NO.,. 1 WRT4536W5 F0626 WRT4536WH :F0627.' WFiT4542UVS F0628. WRT45421NH F0629: . . ,. •INRT4550WS F0630• WRT4550WH F0631. 5 . . . . . .: I. .. ,. : 4 . .. i . .. ,. . 2 L — — — — . — — — — — — — — --� Stacked Refractory Shown 22 SupeiiorFireplaces.us;com 126601-01_L PARTS : This list contains.re replaceable arts,used in. our.firebox.When ordering, fhe instructions listed under Replaceinent'Parts on P P your .. . Page.26 of this manual.. A WARNING:.Contact an IHP dealer to:obtain:any:of these parts..:Never-use substitute materials not,approved :by IHP..Use of non=approved'paris, can result in poor perfotmance and safety.hazards: KEY ;:WRT4536WH WRT4542WH WRT4550WH .. . N0: CAI,NO DESCRIPTION (F0627): (F0029). (F0631) OTY.: 1 L. 6283: I45 series White Herringbone.Refractory.Set,36" I •. . I �. 1. 2 I --- I:Refractory,Hearth.36.Std:Whit6 I I. I I. 1 I3' I --- I Refractory;Right 36 Her.Whit m 14 I . --=:. : I Refractory,Left 36 Her White • 15 I -- (:Refractory,.Rear36:Her.White • 16. I J4466 I Retainer Assy:, Ref:.Corner. • . 2 I I1. I. . F3282 145 series White Herringbone Refractory Set,42" I I = I 1 I2 -=. (Refractory,.Hearth.42 Stk White I3.. . I -- (Iefractory, Rt 42 Her White 14 ( I Refractor I, . 1 15 . I - (Refractory,.Rear:42Her-White 1 6, J4466 (Retainer Assy:, Ref Corner 2: I1 I - F3281, 146 series White Herringbone Refractory Set,50 I I l L, 1 12 { .. . :-- {:Refractory,.Hearth 50 StkWhite 3: Refractory,Rt 50"Her White: 1. 14 . . --- I Refractory,Lt 50"Her rWhite (. 1 5.. :- :I Refractory,_Rear 60,Her White 1 6. J4466, I.RetainerAssy:,.Ref:Corner. 2 ,. . KEY W04530WS WRT4642WS WRT455OWS NO. CAT..NO. OESCRIPTION. IBM)., (F0628) (F0630) QTY. 1 ( F3280 I45.series White Stacked Refractory Set,36" 1. 12 I --- I.Refractory, Hearth 36 Std White: I I [ j 1, 13 I --- (:Refractory, Right 36"Stk Whit I I. (_ I 1. 4 ( 7- I Refractory,Left 36 Stk White I, •. I I ( 1 I5 I -=- [Refractory, Rearr36"Stk:White 1 16 I J4466 I Retainer Assy:, Ref:Corner ' L L. 12 1 I Fk719 I45 series White Stacked Refractory Set,-42" { { I ( 1 {2 I --- I Refractory, Hearth 42 Stk White I { I ( 1 {3 I --- I Refractory,Rt 42"-5tk White 15 I - I Refractory, Rear'42"St White (4 I (Refractory, Lt.42 Stk W k�White I I I. I .1 . I6 I J4466 I I 2, 1 I F3278 145 series White Stacked„Refractory Set,50" ( I ( ) 1 [Refractory, Hearth,50 Stk White . {. I ( L. 1 13 I . --- I Refractory;Rt 5.0"Stk White ( I I ) 1 14 I --= I Refractory,Lt 50"Stk White ( I I ) 1 5 --- ractory Rear 50"Stk White I I 16 J4466 I-Ref Retainer Assy., Ref:Corner [ I 12 126601-01_L SuperiorFireplacdgms:com 23. ACCESSORIES CAT NO.. MODEL DESCRIPTION. - BI-FOLD GLASS DOORS . \ \. F1002 BDG36 GLASS DOOR,36".BLACK F1,005. :BDG42 GLASS DOOR,42".BLACK F1008 BD50. GLASS DOOR,50"BLACK DOUBLE WALL PIPE F0932 12-12DM., 12"Section Double;Wall Pipe Snap.Lock F0933 18-12DM = 18`'.Section Double Wall Pipe Snap Lock F0934 24712DM 24"Section.Double Wall.Pipe:Snap.Lock F0935 . ; . .36-12DM 36"Section Double.Wafl.Pipe Snap Lock . F0936 4842DM 48"Section Double Wall'Pipe Snap Lock F0.953 12-12HT 12"Section Hi-Temp Double Wall Pipe Snap Lock F0954 18-12HT. 18"Section:Hi-Temp Double.Wall Pipe.Snao,Lock . F0955 : 24-12HT-. 24"Section Hi=Temp Double Wall Pipe Snap Lock 40956 36-12HT '36''.Section Hi-Temp Double.Wall Pipe Snap,Lock F0957 . 48-12HT. . 4.8"Section Hi-Temp DoubleWaliPipe:Snap Lock . 309 OFFSET AND RETURN F0937 '30E-12DM 30 Degree Offset'and Return.' F0958 30E-72HT 30 Degree Hi-Temp Offset and Return ••"' OPTIONAL.OUTSIDE AIR KIT.FOR:FLOOR INSTALLATION F1091. AK4 : Complete Outside Air Kit w/Collars Hood &3' Flex OPTIONAL.OUTSIDE AIR KIT FOR SIDEWALL INSTALLATION F1093 AK4F Outside Air Kit Collar, Hood &:3' Flex for FloorVenting STORM COLLAR F0946 . SC2=1 'Storm Collar �pl � EMBER PROTECTOR J6906 Ember Protector .. 24 SuperiorFireplaces:us:com 126601-01_L A CCESSORIES:'Continued'. . ' :' .•.. �. . ' ' FIRESTOP SPACER F0940 :. . . FS-10 2' Clearance Firesto S acer R00.• . .. . . . . . • .. . . . F FLASHING . • :. : . . ... • ' : . .' .: � � . . F0942: V.6F-1ODM: Roof:Flashing-0.to 6/12'Pitc.h. 'F0943 : .V12F=10DM Roof-Flashing V-12.to.1.2/1.2 Pitch: SQUARE CHASE-TOP TERMINATION F0948 : STL-1.21): . Square Top Termination with Siip'Section: F0949 :STL=I 2DMP Square Top.Termination.with Silo Section'(Pre=Painted: . '• :: : :: Black) ROUND TOP TERMINATIONS • . :. ; 00��. F0947 .' , :: RLT-12D :Round Top:.Termination with.Louvered:Screen; :: : . � �O O� Q�� 0 . • . . ' pp p F0960 RLT-12HT: Hi-Temp.Round Tbo:Term'ination'with Louvered:Screen: : ' THIMBLE•' F0944 FST10:. Thimble : .LAB. .. . . . EL-UI127-50PK . . . • „A WARNING A A WARNING A WARNING . NGT. A _. -_._ c LABEL =UL127- - F2659 UL127 Venting,Label=50 PK:. . . EFRACTORY STAIN ITS .: R K Use.-the.,refractory stain kits to give'white refractory.panels.A new.look: Kit includes foam roller handle,paint tray,and:one can of stain:-Available stain colors are:creamer.(ivory);Rust;(terracotta) and Cappuccino,(rosy taupe).. . . creamer Rust;. cappuccino ..H8176: BSK-CR: Stain,Kit(Rfry) 1 Qt.Creamer :' ,. . • .. . H8177 BSK'RT Stain:Kit'(11fry) 1•Qt. Rust H8178. . BSK=CP. Stain Kit'(Rfry)1 Qt.-Cappuccino; ' '126601-01_L " SuperiorFireplaces.us;com 25.' 4 IMPORTANT NOTICES- CANADA TECHNICAL SERVICE IMPORTANT NOTICE You may have further questions about installation, operation, or troubleshooting. Please contact your IHP dealer for any questions A manufactured shroud which has been approved by a or concerns a.When contacting your dealer please have your model national testing agency for use with this fireplace may and serial numbers of yourfireplace ready.You can also visit our web be used if installed in accordance with the instructions site at SuperiorFireplaces.us.com. by its manufacturer.A locally fabricated shroud may be REPLACEMENT PARTS used with IHP Shroud Leg Spacer Kit (SLK) in accor- dance with instructions provided with the shroud. See Pages 20 to 23 for a complete replacement parts list. Use only parts supplied from the manufacturer. NOTICE:The firebox canopy(hood) must not be mod- Normally, all parts should be ordered through your IHP distributor or dealer. Parts will be shipped at prevailing prices at time of order. ified or replaced with a canopy that may be provided with the unvented decorative room heater. When ordering repair parts,always give the following information: (Model and Serial Number information will be found on the fireplace's CAUTION: THE STRUCTURAL INTEGRITY OF THE rating plate located just inside the fireplace opening on the upper right MANUFACTURED HOME FLOOR, WALL, AND CEIL- hand side beneath a cover plate. Remove both the cover plate and wing nut to access the rating plate) ING/ROOF MUST BE MAINTAINED. 1.The model number of the fireplace. 2.The serial number of the fireplace. A WARNING: DO NOT INSTALL IN SLEEPING ROOM 3.The part number. OF MOBILE HOMES. 4.The description of the part. 5.The quantity required. 6.The installation date of the fireplace. Canadian code CAN/ULC-S610-M87 and other pertinent codes require stain- If you encounter any problems or have any questions concerning the less steel chimney forthe installation of this fireplace.A Cold Air Climate Kit is installation or application of this fireplace,please contact your dealer. also required in Canada and is recommended for cooler regions in the United IHP States.Below,find a list of approved stainless steel parts. 1769 East Lawrence Street Chimney Parts List for Canada Russellville,AL 35654 Visit us at SuperiorFireplaces.us.com No. No. Wood-burning Chimney F0953 12-12HT 12'Section Double Wall Pipe F0954 18-12HT 18"Section Double Wall Pipe F0955 24-12HT 24"Section Double Wall Pipe F0956 36-12HT 36"Section Double Wall Pipe F0957 48-12HT* 48"Section Double Wall Pipe F0958 30E-12HT 30"Offset and Return F0959 12S-12HT Chimney Support F0960 RLT 12HT* Round Top w/Louvers F0961 AP-12HT Anchor Plate/Collar Assembly(Masonry Fireplaces) F0951 CAK-12 Cold Air Collar Kit *When ordered alone,this part cannot ship via parcel delivery services. 26 Super!orFi rep laces.us.corn 126601-01_L APPENDIX A Draft Requirements take into account all variables within the installation and install the Your wood-burning appliance is dependent upon a properly func- appliance in such a manner that satisfies the draft requirements of tioning chimney for optimum performance.It is important to match the appliance. See Chimney Guidelines to assist you in selecting the the wood-burning appliance to the chimney.The chimney has two proper venting system for your installation. functions: American National Standards Institute ANSI/NFPA 211, Standard 1. It draws combustion air into the appliance (without air, no fuel for Chimneys, Fireplaces, Vents, and Solid Fuel-Burning Appli- will burn)and ances-See Draft Section: A chimney or vent shall be so designed 2. It exhausts combustion by-products.Your new appliance is what and constructed to develop a flow sufficientto completely remove all is known as a"natural draft"appliance. flue and vent gases to the outside atmosphere.The venting system The appliance depends solely on the natural draft of the chimney shall satisfy the draft requirements of the connected appliance in system to draw combustion air into the unit. Draft is the force that accordance with the manufacturer's instructions. moves air from the appliance up into the chimney.The amount of Chimney Guidelines: draft in your chimney depends on the length of the chimney, local In well insulated and weather tight homes, it may be difficult to geography, nearby obstructions and other factors.Too much draft establish a good draft up your chimney.The poor draft is caused maycause excessive temperatures in the appliance(overfiring).Slow by a shortage of air in the house. In this situation an Outside Air or inadequate draft equals poor combustion and possible smoking Kit may need to be installed(See Negative Pressure Warning be- problems. The following are some conditions that may contribute low and Outside Combustion Air in the Installation and Operation to poor chimney draft: manual). 1.A chimney too large for your appliance. Negative Pressure Warning 2.A chimney with not enough height to produce adequate draft. These appliances are not.designed to be operated in a negative 3.A chimney with excessive height(this may allow exhaust to cool pressure. In very airtight homes with large kitchen exhaust fans, too much before exiting,which will stall the rate the exhaust exits). furnace cold air returns,fresh air exchange systems and any other 4. Offsets in the venting system are too restrictive (see Chimney air system in close proximity to the heating appliance may create a Guidelines). negative pressure in the same room asthe heating appliance.This can Inadequate draft will cause the appliance to leak smoke into the room create dangerous back drafting of the appliance and chimney joints, through the wood-burning applianceandthe chimney connectorjoints. drawing combustion by-products into the home.Be sure your home Excessive draft may cause an uncontrollable burn or a glowing red has adequate makeup air to eliminate negative pressures caused by appliance or chimney part. the above-mentioned sources.Outside air connected to the appliance Overfiring Damage- If the appliance or chimney connector glows, probably will not resolve such a problem as the appliance is not the you are overfiring.Other symptoms may include:Cracking,warping source of negative pressure. IHP accepts no liability for damages or burning out of components, plated accessories may turn color, resulting from negative pressures described here. appliance glass may develop a haze, which will not come off with Ventilation Requirements - Provide adequate air for combustion. cleaning. The fresh air requirements of this appliance must be met within the Overfiring of a appliance is a condition where excessive tempera- space where it will be installed.Ventilation is essential when using tures are reached, beyond the design capabilities of the appliance. a solid-fuel-burning appliance. In well insulated and weather tight The damage that occurs from overfiring is not covered under the homes, it may be difficult to establish a good draft up the chimney manufacturer's limited warranty. (caused by a shortage of air in the home).The lack of air is caused Also see Troubleshooting on Page 28. by many common household appliances which exhaust air from the home(such as a furnace,heat pump,air conditioner,clothes dryer, exhaust fans,fireplaces,and otherfuel burning appliances).Also,the combustion process of this appliance uses oxygen from inside the A WARNING dwelling. If the available fresh air delivery in the dwelling is insufficient to support the demands of these appliances, problems can result ' (i.e.excessive negative pressure can develop in the dwelling which will affect the rate at which this appliance can draft thus resulting ' ' ' ' • in performance problems or smoking. To correct this problem it may help to open a window(preferably on the windward side of the J. ' ' house)or install an outside air kit. factors or conditions b• i -ndour control. Selecting the Proper Venting System The appliance is merely one component of a larger system. The other equally important component is the venting system. This is necessary for achieving the required flowof combustion airtothe fire chamber and for safely removing unwanted combustion by products from the appliance. Iftheventing system'sdesign does not promotethese ends,the system may not function properly.Poorly functioning venting systems may create performance problems as well as be a safety hazard. A draft test should read greater than.04'W.C.(inches water column)and less than .08"W.C. As per NFPA-211 standard,the installer must 126601-01_L SoperiorFi replaces.us.cam 27 APPENDIX A Continued Smoking— Causes And Troubleshooting To reduce the likelihood of smoking when opening the door, open Marginal Location Location Recommended the combustion air control or damper before opening the door. Wind Direction Your appliance has been designed and tested to provide smoke free Tree operation. Occasionally, there may be a small amount of smoking • upon lighting the fire,until the chimney heats up but this should not Location continue. If the appliance continues to smoke it is probably for one Not of the following reasons: Recommended Location A. Negative pressure in the house- ® ® ® ® Not As the fire burns, air goes up the chimney. This air must be Outside Air Recommended replaced through leakage into the house or through the outside Intake air duct. When operating the appliance,open a nearby window Facing the Wind ED temporarilyto check if there is adequate replacement air supply. B.Blowers operating(e.g.:range hood)-These blowers draw air out of the house and may actually cause a negative pressure in 1 Figure 1 the house. Turn off all blowers and open a nearby window to determine if this is the cause of the problem. Prohibited Fuels C.Wetwood-Wet ortarred wood will smoulder and smoke instead These appliances are designed to burn natural well-seasoned wood. of burning properly.Your dealer can help you determine if you The wood fuel should be air dried seasoned hardwoods,as compared have properly seasoned wood for burning. to softwoods or to green or freshly cut hardwoods.Burning artificial D.Dirty or blocked chimney-Check to make sure the chimney is logs,in some model appliances is allowed (see Installation and Op- clear and clean.If dirty call a certified chimney sweep or use a eration manual);please read and follow the instructions provided by properly sized chimney brush to clean. the manufacturer. DO NOT BURN: E.Chimney not long enough -The minimum chimney height is . -Garbage; twelve(12)feet(3.7 m)not including the appliance height.The g Manure or animal remains; chimney must extend at least three (3) feet (915 mm) above ' Lawn clippings or yard waste; • Salt water driftwood or its point of contact with the roof and at least two (2)feet(610 ' Materials containing rubber, other previously salt water mm) higher than any roof or wall within ten (10)feet(3 m) of including tires; saturated materials; it. When installed with offsets, the minimum chimney height � Materials containing plastic; - Unseasoned wood; is fifteen(15)feet. Additional height will increase draft and will Waste petroleum products, Christmas tree branches; decrease the tendency to smoke. paints or paint thinners, or • Paper products, colored F. Poor chimney draft-With no fire,there should be sufficient draft asphalt products; paper, cardboard, plywood, toexhaustcigarettesmoke introduced underthe baffle orflue baffle. ' Materials containing asbestos; or particleboard; Chimneys installed against an outside wall without protection may ' Construction or demolition • Gasoline; generate back draft problems which will cause start-up problems. debris; • Naphtha; To prevent this, open a nearby window, roll up a piece of paper ' Railroad ties or pies- • Engine Oil; and light it. Then,hold it in the upper part of the firebox to warm sure-treated wood;woods that • Flammable Liquids; up the chimney. Wait until the draft is sufficient,then start the fire. have been dipped in tar, pitch, • Solvents; G. Blower for forced air kit operating (some models) - Make pine tar,creosote,etc. • Grease;sure that the blower is in the "off" position when you open the • Charcoal or Coal appliance door for reloading. NOTE.The use of firewood moisture meter is recommended Locating The Appliance to ensure the firewood contains less than 20%moisture. The best location to install your appliance is determined by consid- Seasoning Guide ering the location of windows,doors,and the traffic flow in the room Softwoods - 6 months to 18 months where the appliance is located,allowing space in front of the unit for Hardwoods - 12 months to 24 months the hearth extension and the mantel, and taking into consideration Logs that are 5"diameter across or larger should be split in half, the location of the hot air ducts (some models), outside air kit and three pieces if over 8 inches, and four pieces when over a foot chimney. across. If a tree has been dead for 2 - 4 years it still needs to be If possible,you should choose a location where the chimneywill pass cut,split,and seasoned for6to 24 months depending on the wood. through the house without cutting floor or roof joists. When selecting the location, the chimney outlet position and the s! Standard direction of the wind are important factor affecting the chimney per- 4, ��(z Ft.4M) wood t formance.To allow a maximum draft and to reduce wind turbulence, _ the chimney must: f • Penetrate the highest part of the roof. • Be installed as far as possible of roof offsets,trees or any other '�� 4 Ft. obstructions that may cause wind turbulence and back drafts in S L (1.2M) the chimney. • The leastamount of offsets(elbows)possible.NOTE:A maximum of 2 offsets is allowed. `0 Figure 2 4 Ft.(1.2M) �, •• ••' 28 SuperiorFireplaces.us.com 126601-01_L NOTES 1 126601-01_L SuperiorFireplaces.us.com 29 NOTES 30 Su per!orFireplaces.us.com 126601-01_L Innovative Hearth Products Superior° Brand Wood-Burning Fireplace 20 Year Limited Warranty THE WARRANTY Innovative Hearth Products('IHP')20 Year Limited Warranty warrants your Superior®Brand wood burning fireplace('Product")to be free from defects in materials and workmanship at the time of manufacture.The Product body,firebox and ceramic glass carry the 20 Year Limited Warranty.Ceramic glass carries the 20 Year Limited Warranty against thermal breakage only.After installation,if covered components manufactured by IHP are found to be defective in materials orworkmanship during the 20 Year Limited Warranty period and while the Product remains at the site of the original installation,IHP will,at its option,repair or replace the covered components.If repair or replacement is not commercially practical,IHP will,at its option,refund the purchase price or wholesale price of the IHP product,whichever is applicable.IHP will also pay IHP prevailing labor rates,as determined in its sole discretion,incurred in repairing or replacing such components for up to five years.THERE ARE EXCLUSIONS AND LIMITATIONS to this 20 Year Limited Warranty as described herein. COVERAGE COMMENCEMENT DATE Warranty coverage begins on the date of purchase.In the case of new home construction,warranty coverage begins on the date of first occupancy of the dwelling or six months after the sale of the Product by an independent IHP dealer/distributor,whichever occurs earlier.The warranty shall commence no later than 24 months following the date of product shipment from IHP,regardless of the installation or occupancy date. EXCLUSIONS AND LIMITATIONS This 20 Year Limited Warranty applies only if the Product is installed in the United States or Canada and only if operated and maintained in accordance with the printed instruc- tions accompanying the Product and in compliance with all applicable installation and building codes and good trade practices. This warranty is non-transferable and extends to the original owner only.The Product must be purchased through a listed supplier of IHP and proof of purchase must be provided.The Product body and firebox carry the 20 Year Limited Warranty from the date of installation.Vent components,trim components,paint and applied stains are excluded from this 20 Year Limited Warranty.The following do not carry a 20 Year Limited Warranty but are warranted as follows: Air tubes,baffles and brick retainers—Repair or replacement for one year from the date of installation Cast iron parts—Replacement for one year from date of installation Catalyst—Carries a separate warranty.Refer to the warranty certificate provided for that part Electrical components—Repair or replacement for one year from the date of installation Fireplace screens,refractory and side shields(metal or refractory)—Repair or replacement for two years from date of installation.Excludes hairline cracks. Fuel grates These parts are considered consumable accessories and therefore are not warranted,with the exception of defects in material or workmanship which are covered for 90 days from the date of installation Gaskets—Replacement for one year from date of installation Gold&nickel plating—Replacement for two years from date of installation.Excludes tarnishing Optional glass doors—Repair or replacement for 90 days from the date of installation Refractory&screens—Replacement for two years from date of installation.Excludes hairline cracks Removable air tubes—Repair or replacement for seven years from date of Installation.IHP prevailing labor rates for years one through five. Labor coverage—Prevailing IHP labor rates apply for the warranty period of the component. Parts not otherwise listed carry a 90 day warranty from the date of installation. Whenever practicable,IHP will provide replacement parts,If available,for a period of 10 years from the last date of manufacture of the Product. IHP will not be responsible for:(a)damages caused by normal wear and tear,accident,riot,fire,flood or acts of God;(b)damages caused by abuse,negligence,misuse,or unauthorized alteration or repair of the Product affecting its stability or performance.(The Product must be subject to normal use with approved fuels listed in the Operation Manual provided with the product.This includes burning such fireplace fuels as wood and natural or propane gas.Fuel products with abnormal burning characteristics, including but not limited to fuel such as driftwood,coal or plywood and wood products using a binder may burn at excessive temperatures and may cause damage to the Product or may cause it to function improperly.);(c)damages caused by failing to provide proper maintenance and service in accordance with the instructions provided with the Product;(d)damages,repairs or inefficiency resulting from faulty installation or application of the Product. Coverage of this 20 Year Limited Warranty is conditional upon use of an adequate fuel grate on factory-built fireplaces only,when applicable. IHP is not responsible for inadequate fireplace system draft caused by air conditioning and heating systems,mechanical ventilation systems,or general construction condi- tions which may generate negative air pressure in the room in which the appliance is installed.Additionally IHP assumes no responsibility for smoking conditions caused by inadequate chimney height,adjoining trees or buildings,adverse wind conditions or unusual environmental factors and conditions.Certain IHP Products are listed for use with Security Chimneys International,Ltd.or IHP chimney systems only.Use of chimney components other than that specified in the Product manual will void the Product warranty. This 20 Year Limited Warranty covers only parts and labor as provided herein.In no case shall IHP be responsible for materials,components or construction which are not manufactured or supplied by IHP or for the labor necessary to install,repair or remove such materials,components or construction.Additional utility bills incurred due to any malfunction or defect in equipment are not covered by this 20 Year Limited Warranty.All replacement or repair components will be shipped F.O.B.from the nearest stocking IHP factory. LIMITATION ON LIABILITY It is expressly agreed and understood that IHP's sole obligation and the purchaser's exclusive remedy under this warranty,under any other warranty,expressed or implied,or in contract,tort or otherwise,shall be limited to replacement,repair,or refund,as specified herein. In no event shall IHP be liable for any incidental or consequential damages caused by defects in the Product,whether such damage occurs or is discovered before or after replacement or repair,and whether such damage is caused by IHP's negligence.IHP has not made and does not make any representation orwarranty of fitness fora particular use or purpose,and there is no implied condition of fitness for a particular use or purpose. IHP makes no expressed warranties except as stated in this 20 Year Limited Warranty.The duration of any implied warranty is limited to the duration of this expressed warranty. No one is authorized to change this 20 Year Limited Warranty or to create for IHP any other obligation or liability in connection with the Product.Some states and provinces do not allow the exclusion or limitation of incidental or consequential damages,so the above limitations or exclusions may not apply to you.The provisions of this 20 Year Limited Warranty are in addition to and not a modification of or subtraction from any statutory warranties and other rights and remedies provided by law. INVESTIGATION OF CLAIMS AGAINST WARRANTY IHP reserves the right to investigate any and all claims against this 20 Year Limited Warranty and to decide,in its sole discretion,upon the method of settlement. To receive the benefits and advantages described in this 20 Year Limited Warranty,the appliance must be installed and repaired by a licensed contractor approved by IHP. Contact IHP at the address provided herein to obtain a listing of approved dealers/distributors.IHP shall in no event be responsible for any warranty work done by a contrac- tor that is not approved without first obtaining IHP's prior written consent. HOW TO REGISTER A CLAIM AGAINST WARRANTY In order for any claim under this warranty to be valid,you must contact the IHP dealer/distributor from which you purchased the product.If you cannot locate the dealer/ distributor,then you must notify IHP in writing.IHP must be notified of the claimed defect in writing within 90 days of the date of failure.Notices should be directed to the IHP Warranty Department at 1769 East Lawrence Street;Russellville,AL 35654 or visit our website at WWW.SUPERIORFIREPLACES.US.COM. Printed in U.S.A.©2013 Innovative Hearth Products Innovative Hearth Products P/N 900224-00,Rev.B 02/2018 1769 East Lawrence Street•Russellville,AL 35654 4uper1&Fire01aces.6s.:com Record the following important.informatiori about your fireplace: II,,11 IIIIIIIIIIIIIIIIIIIIIILIIIIIIIIIIIIILIiI . . .. .. . . P126601-01.. . . Innovative Hearth Products reserves the right to make changes at anytime;without notice,in. . design,materials,specifications,prices and also to discontinue colors,styles and,'products. . Consult your local distribhtor:for fireplace code Information. INNOVATIVE HEARTH'PRODUCTS Printed to U.S.A.©2022 Innovative'Hearth Products:LLC P/N 126601-01 Rev..L 08/2022 1769 East Lawrence Street*.Russellville;AL 35654 . -- T_2" T-," 8'-72" 8'-72" ,'1 ( 1 5"CONCRETE SLABx12" _ �n WIDE FOR BEARING OF _ STAIR STRINGER 5"CONCRETE SLABxl2" I WIDE FOR NG OF STAR STRINGER 5'-11" 5'-11" 5"CONCRETE SLABxl2" WIDE FOR BEARING OF 5-200 STAIR STRINGER 6'-5" 6--5- COORDINATE FINAL DIMENSIONS WITH HOT TUB MANUFACTURER * m '-112" 14'-7" 1'- 1 8'-72 - TOP OF WALL 4 EL._-1'-2 118"t V.I.F. r I I ^ S-200 `v B O OF M W F OTI TO T 7 I I io l O EXI IN 00 G 5-200 N F . I LL ISTI 0 NIN AS VI NE TOP OF WALL "• EL._-1'-2 1!6"t V.I.F. -2 O CE TO RA SP E M a LL EL.=-1TO1/8"t V WALL 4 F3 7 I� S-200 5-200 'O B O OF W F OTI T Al 2 I I'S' TOP OF WALL 4 O M EX IN 00 NG 7 4 �? 0 4 EL._-1'-2 118"t V.I.F. 5-200 S-2 II - - - - - - - - - - - - - - - - - - _ � � 291 TOP OF WALL 95 ELyaz 0'-1 l 1/2"t V.I.F.^ TTO OF 0 G T T O M EX IN 00 NG 13'-11"t V.I.F. 5"CONCRETE SLABxl2" WIDE FOR BEARING OF STAIR STRINGER PowersHancockbesign PO Box 400 South Jamesport,NY 11970 Date: 10-31-2023 Town of Southold Building Department Town Hall Annex 54375 Main Rd P.O. Box 1179 Southold, NY 11971 Reference: 735 Majors Pond Ln, Orient Point Amanda/ LisaMarie, Please accept this building application. You will find the following items included: 1.) (4) Sets of plans signed and sealed 2.) Building Permit Application 3.) Contractor's proof of insurance, Cert. of Workers Comp & Liability Insurance 4.) Board of Health Approval Please feel free to contact with any questions or concerns, 631-703-0800. Regards, Ashley Hancock Page 1 of 1 PowersHancockDesign PO Box 400 South Jamesport,NY 11970 Date: 03-12-2024 Town of Southold Building Department Town Hall Annex 54375 Main Rd P.O. Box 1179 Southold, NY 11971 Reference: 735 Majors Pond Ln, Orient Point Amanda, Please see attached for as-builts for 735 Majors Pond Ln. There has been some owner revisions made during the construction process. Please see below for detailed list of changes made: 1. Removed Breezeway to master bedroom addition- revised bathroom/closet layout 2. Removed wood burning stove. Added a wood burning insert (spec's are attached to this packaged). Added a wood framed chimney for flue. 3. Addition to have a full height basement instead of a crawl space. Structural's and architectural have been updated to reflect this change. Window well has been added. 4. Per original permit requirements, R-values for the finished basement needed to be labeled on plans-Thermal Envelope has been updated on A-001 and notes have been added to A-100. Please feel free to contact with any questions or concerns, 631-703-0800. Regards, Christopher Powers 4..A ltj ` r � MAR 1 5 2024 Page 1 of 1 rq.�w,.. J-A `� t Generated by REScheck-Web Software Compliance Certificate Project Koch Residence Energy Code: 2018 IECC Location: Southold, New York Construction Type: Single-family Project Type: Addition Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: �Compliance: Passes using UA trade-off Compliance: 15.9%Better Than Code Maximum UA: 195 Your UA: 164 Maximum SHGC: 0.40 Your SHGC: 0.28 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Slab-on-grade tradeoffs are no longer considered in the LIA or performance compliance path in REScheck. Each slab-on-grade assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. Envelope Assemblies Prop.Gross Area Assembly or Cavity Cont. Prop. Ceiling-Entry: Flat Ceiling or Scissor Truss 77 30.0 0.0 0.035 0.026 3 2 Ceiling-Hallway: Flat Ceiling or Scissor Truss 50 30.0 0.0 0.035 0.026 2 1 Ceiling-Ante Chamber: Flat Ceiling or Scissor Truss 260 30.0 0.0 0.035 0.026 9 7 Ceiling-Master: Cathedral Ceiling 296 30.0 0.0 0.034 0.026 10 8 Wall-Entry:Wood Frame, 16"o.c. 110 21.0 0.0 0.057 0.060 4 4 Door: Solid Door(under 50%glazing) 20 0.100 0.320 2 6 Window:Wood Frame 17 0.300 0.320 5 6 SHGC: 0.28 Wall-Hallway: Wood Frame, 16" o.c. 160 21.0 0.0 0.057 0.060 6 6 Window 1: Wood Frame 61 0.300 0.320 18 20 SHGC: 0.28 Wall-Master Suite: Wood Frame, 16" o.c. 736 21.0 0.0 0.057 0.060 31 33 Door 1: Glass Door(over 50%glazing) 126 0.100 0.320 13 40 SHGC: 0.28 Window 2:Wood Frame 58 0.300 0.320 17 19 SHGC: 0.28 Floor:All-Wood Joist/Truss 77 30.0 0.0 0.033 0.047 3 4 Floor-Master Suite:All-Wood Joist/Truss 555 30.0 0.0 0.033 0.047 18 26 Project Title: Koch Residence Report date: 10/26/23 Data filename: Page 1 of10 Prop.Gross Area Cavity Cont. Prop. Perimeter Crawl Wall: Solid Concrete or Masonry Wall height:7.0' 681 0.0 5.0 0.120 0.065 23 13 Depth below grade: 7.0' Insulation depth: 7.0' Compliance Statement. The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements in REScheck Version : REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name-Title Signature Date Project Title: Koch Residence Report date: 10/26/23 Data filename: Page 2 of10 REScheck Software Version : REScheck-Web Inspection Checklist Energy Code: 2018 IECC Requirements: 95.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section Plans br fied Field�Verllf4 Pre Inspection/Plan Review, Complies Comments/Assumptions}' Req.ID: Value �llalue F 103.1, 1Construction drawings and ❑Complies ;`Requirement will be met. 103.2 !documentation demonstrate 3❑Does Not [PR1]1 ;energy code compliance for the :Location on plans/spec: A- ;building envelope.Thermal ,[]Not Observable :001 envelope represented on =�❑Not Applicable ;construction documents. � < 103.1, Construction drawings and fr �N ❑Complies (Requirement will be met. 103.2, !documentation,demonstrate '❑Does Not I 403J energy code compliance for u , !Location on plans/spec:A- [PR3]1 ;lighting and mechanical systems .'[]Not Observable ;001 v 'I Systems serving multiple J❑Not Applicable ; ;dwelling units must demonstrate compliance with the IECC 4 'Commercial Provisions. 302;1,-" Heating and cooling equipment is; Heating: Heating: ;❑Complies ;Requirement will be met. 403-.7-j' sized per ACCA Manual S based I Btu/hr Btu/hr I❑Does Not [PR2j2 on loads calculated per ACCA I Coolin Coolin I ;Location on plans/spec: A- Vpz Manual J or other methods g' 9 ❑Not Observable I001 Btu/hr Btu/hr approved by the code official. i ; I❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2`', Medium Impact(Tier 2) 3'' Low Impact(Tier 3) Project Title: Koch Residence Report date: 10/26/23 Data filename: Page 3 of10 Section - - Plans Verified Feld Yer�fied Foundation Inspection Compiies� Comments/Assumptwns a. Value Value 402.2.11 ;Unvented crawl space wall ', R- R Q ;❑Compliest ;See the Envelope assemblies 1 'insulation ' 'table for values. [FO7] i R-value. R- ; R- ;❑Does Not ; ❑Not Observable ❑Not Applicable 303.2 ;Unvented crawl space wall ❑Complies [FO8]1 !insulation installed per _` ;=❑Does Not U manufacturer's instructions. ❑Not Observable ❑Not Applicable 402.2.11 Unvented crawl space continuous E]Complies ; [FO9]1 (vapor retarder installed over ❑Does Not exposed earth,joints overlapped 1 by 6 in.and sealed, extending at ❑Not Observable `least 6 in. up and attached to the ; ❑Not Applicable ; !wall. 402.2.11 1 Unvented crawl space wall in. in. :[]Complies ;See the Envelope assemblies [FO10]1 I insulation depth of burial or ;❑Does Not ;table for values. r. I distance from top of wall. ;❑Not Observable ; []Not Applicable 303'2 1 A protective covering is installed Complies ;Exception: Requirement is [F011]?. . ' to protect exposed exterior ❑Does Not !not applicable. insulation and extends a ; minimum of 6 in. below grade. ❑Not Observable ❑Not Applicable ; 403 9 Snow-and ice-melting system ❑Complies ;Exception: Requirement is [FO12]2 controls installed. ❑Does Not :not applicable. ? i ❑Not Observable ; ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2" Medium Impact(Tier 2) �3: Low Impact(Tier 3) Project Title: Koch Residence Report date: 10/26/23 Data filename: Page 4 of10 Section Plans Uerif�etl Feld Verified 3 E�am�ng-/Rough In Inspection Value' Value Complies ;Comments/Assumptions &Re ID { 402.1.1, 'Door U-factor. U- r ;y U- ;❑Complies ;See the Envelope Assemblies 402.3.4 I :❑Does Not ;table for values. FRl 1 i [ ] { ;❑Not Observable ❑Not Applicable 402.1.1, ;Glazing U-factor(area-weighted ; U- U- ;❑Complies ;see the Envelope Assemblies 402.3.1, average). :❑Does Not ;table for values. 402.3.3, ! 402.5 :❑Not Observable ; [FR2]1 i ; ;❑Not Applicable 0 303.1.3 U-factors of fenestration products ❑Complies ;Requirement will be met. [FR4]1 are determined in accordance _ _ ❑Does Not !with the NFRC test procedure or ;Location on plans/spec: A- taken from the default table. ]❑Not Observable 001 ❑Not Applicable 402.4.1.1 ;Air barrier and thermal barrier ❑Complies ;Requirement will be met. [ 23]1 +installed per manufacturer's ? ❑Does Not instructions. (Location on plans/spec:A- ; r ! �n� ❑Not Observable �001 I t` ❑Not Applicable 3 ,} 402.4.3 !Fenestration that is not site built s ❑Complies ;Requirement will be met. [FR20]1 !is listed and labeled as meeting ty s ❑Does Not ;AAMA/WDMA/CSA 101/I.S.2/A440 - 2 Ior has infiltration rates per NFRC - ❑Not Observable ; 400 that do not exceed code i �❑Not Applicable S;r 5 i ;limits. ] ; 402 4.5 IC-rated recessed lighting fixtures Yj❑Complies ;Requirement will be met. [FR16]2 sealed at housing/interior finish J,A❑Does Not and labeled to indicate:52.0 cfm ;x ' Location on plans/spec:A- leakage at 75 Pa. ❑Not Observable :001 <<3bIONot Applicable 403.3.1 ;Supply and return ducts in attJand w y ❑Complies ;Requirement will be met. [FR12]1 i insulated >= R-8 where duct R „ ❑Does Not I>= 3 inches in diameter and Location on plans/spec:A- R-6 where < 3 inches. Supply " ❑Not Observable ;001 I return ducts in other portions ❑Not Applicable !the building insulated >= R-6 for diameter>= 3 inches and R-4.2 for< 3 inches in diameter. 4 ; 403.3.2 !Ducts, air handlers and filter H ❑Complies ;Requirement will be met. [FR13]1 (boxes are sealed with z ❑Does Not !joints/seams compliant with ;Location on plans/spec:A- I International Mechanical Code or ` + x ❑Not Observable :001 I International Residential Code, as ' , 4 �$ ? ❑Not Applicable (applicable. 403'.3;5. Building cavities are not used as ❑Complies ;Requirement will be met. [FR15p ducts or plenums. ❑Does Not . ; ation on plans/spec: A- l❑Not Observable 'OOl :l r ; `;'❑Not Applicable 403.4 HVAC piping conveying fluids R- 1 R- ;❑Complies ;Requirement will be met. [FR17]z above 105°F or chilled fluids i :[]Does Not below 55°F are insulated to �-R- Location on plans/spec:A- i3 ;❑Not Observable 1001 d ;❑Not Applicable 403.4.1 Protection of insulation on HVACY ` ❑Complies ;Requirement will.be met. [FR24]1 piping. ❑Does Not r :Location on plans/spec:A- I ?❑Not Observable �001 •;.-: 'E]Not Applicable ; 40115.3 Hot water pipes are insulated to ; R- ; R- :❑Complies !Requirement will be met. [FR18]z ,,�>_R-3. I I❑Does Not ,�j 2' 1 ❑Not Observable :OOlation on plans/spec: A- ;❑Not Applicable ; 11 High Impact(Tier 1) 2'1 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Koch Residence Report date: 10/26/23 Data filename: Page 5 of10 'Q�P PlansVerified 0 -'in�nl n Rough n--,,I, ni�ii6ns�'- �,,'-�-,FW d VIdtift'-d" piiMi Y,RC Value OMP fes. 4016,`,� Automatic or gravity dampers are ;ElComplies :Requirement will be met. ['Rig,]2, installed on all outdoor air Does Not intakes and exhausts. :Location on plans/spec:A- EINot Observable t :001 ),E]Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) [3 Low impact(Tier�3) Project Title: Koch Residence Report date: 10/26/23 Data filename: Page 6 of10 Se onj_ r zi pians Yer�f�ed j 1=ieidVer�fied Compiies� Comments/Assumptions{, insulation lns ect�an Value � �Vaiue � t rt t h , 303 1 IAll installed insulation is labeled ;' ;❑Complies' ;Requirement will be meta [IN13]7 or the installed R-values x # t I❑ i Does Not provided. , ❑Not Observable ; ❑Not Applicable 402.1.1, Floor insulation R-value. R- R- ;❑Complies ;See the Envelope Assemblies 402.2.E ` ;❑ Wood ;❑ Wood ;❑Does Not I table for values. [IN1]l ; ❑ Steel ❑ Steel ;❑Not Observable ❑Not Applicable e , 303.2, E Floor insulation installed per 4 x ❑Complies ;Requirement will be met. 402.2.8 'manufacturer's instructions and 8❑Does Not [IN2]1 !in substantial contact with the j Location on plans/spec:A- a z "❑Not Observable underside of the subfloor,or floor 001 �, ❑Not A licable framing cavity insulation is in U p PP , !contact with the top side of w r :sheathing, or continuous insulation is installed on the en underside of floor framing and extends from the bottom to the s t s !top of all perimeter floor framing v I members. _,; 402.1.1, ;Wall insulation R-value. If this is a; R- R- ;OComplies ;See the Envelope Assemblies 402.2.5, !mass wall with at least 1/z of the ❑ Wood ;❑ Wood ;flDoes Not table for values. 402.2.E ;wall insulation on the wall ;❑ Mass ❑ Mass :❑Not Observable [IN3]1 ;exterior,the exterior insulation ❑ Steel !❑ Steel t❑Not Applicable :requirement applies(FR10). , 303.2 ,Wall insulation is installed per s = x° '❑Complies ;Requirement will be met. [IN4]1 manufacturer's instructions. x E ❑ Does Not ! []Not Observable 'Location on plans/spec:A- { ❑Not Applicable ;001 Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Koch Residence Report date: 10/26/23 Data filename: Page 7 of10 Section Plans Verified 'Pieltl Verified ;Flnal inspection Provisions Value: Value Compiies� Comments/Assumptions 402.1.1, ICeiling insulation R-value. ; R- ; R- :❑Complies ;See the Envelope Assemblies 402.2.1, ;❑ Wood ;❑ Wood ;❑Does Not table for values. 402.2.2, I❑ Steel ❑ Steel :❑Not Observable [ ll i ' :ONot Applicable I I I I I 1 1 1 I I 303.1.1.1, ICeiling insulation installed per ❑Complies ;Requirement will be met. 303.2 I manufacturer's instructions. ❑Does Not [FI2]1 ;Blown insulation marked every Location on plans/spec:A- 300 ft2. I❑Not Observable 001 ❑Not Applicable 4022 3 Vented attics with air permeable E❑Complies ;Requirement will be met. [Fi22]2 ;.insulation include baffle adjacent `N`❑Does Not to soffit and eave vents that Location on plans/spec: A- extends over insulation. - ❑Not Observable 001 ❑Not Applicable ; 402.2.4 {Attic access hatch and door R- R- ;❑Complies ;Requirement will be met. [FI3]1 iinsulation >R-value of the ;❑Does Not 3adjacent assembly. 1 Location on plans/spec:A- I :❑Not Observable I001 ❑Not Applicable 402.4.1.2 !Blower door test @ 50 Pa. <=5 ACH 50 = ACH 50 = ;❑Complies :Requirement will be met. [FI17]1 Iach in Climate Zones 1-2,and I :❑Does Not <=3 ach in Climate Zones 3-8. :Location on plans/spec:A- :❑Not Observable :001 ❑Not Applicable 403.3.3 Ducts are pressure tested to cfm/100 cfm/100 ;❑Complies ;Requirement will be met. [FI27]1 determine air leakage with ftz ft2 ;❑Does Not either: Rough-in test:Total !Location on plans/spec:A- �leakage measured with a ❑Not Observable :001 pressure differential of 0.1 inch I ;❑Not Applicable ; I I I 1 Iw.g. across the system including {the manufacturer's air handler ' 1 1 I I ienclosure if installed at time of ;test. Postconstruction test:Total !,leakage measured with a �pressure differential of 0.1 inch w.g. across the entire system ; ;including the manufacturer's air handler enclosure. 403.3.4 ;Duct tightness test result of<=4 ; cfm/100 cfm/100 :❑Complies :Requirement will be met. [FI4]1 cfm/100 ft2 across the system or ftz ft2 :ODoes Not <=3 cfm/100 ft2 without air i :Location on plans/spec:A- handler @ 25 Pa. For rough-in ;❑Not Observable ;001 Itests,verification may need to :❑Not Applicable ; !occur during Framing Inspection. I I I i I 403.3.2.1. ;Air handler leakage designated ,❑Complies :Requirement will be met. [F124]1 ;by manufacturer at <=2%of I❑Does Not design airflow. :Location on plans/spec:A- ❑Not Observable :001 { x ]❑Not Applicable 403 l;l Programmable thermostats ;❑Complies :Requirement will be met. [FJ9]2 installed for control of primary -.I❑Does Not heating and cooling systems and Location on plans/spec:A- initially set by manufacturer to I❑Not Observable 001 j code specifications. i'❑Not Applicable ; 403 12 'Heat um thermostat installed ❑Complies ;Requirement will be met. � P P [FI10]2 on heat pumps. ❑Does Not : !Location on plans/spec:A- 3 `j❑Not Observable :001 ❑Not Applicable 4035.1 jCirculating service hot water x d y ❑Complies ;Requirement will be met. [Flil] systems have automatic or ❑Does Not : accessible manual controls. ❑Not Observable :00cation on plans/spec:A- ."' -� `I❑Not Applicable ; 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Koch Residence Report date: 10/26/23 Data filename: Page 8 of10 • Sec#wnr ` � � � 4 � t � ,. Plans Verrt�ed Field 1lerified ° >*inal inspection Prov�swns Value ri fi Value t Complies s Comments/Assumptions t 403&1 All mechanical ventilation system f' ❑Complies ;Requirement will be met. [FI25]z fans not part of tested and listed }* ❑Does Not HVAC equipment meet efficacy x ;Location on plans/spec:A- and air flow limitsper Table " ' d ❑Not Observable 001 6(R403.6.1. y x ❑Not Applicable ; 403 Hot water boilers supplying heat ' ❑Complies ;Requirement will be met. [FI26]? through one-or two-pipe heating ` K❑Does Not systems have outdoor setback fl t :Location on plans/spec: A- control to lower boiler water ,❑Not Observable ,001 (temperature based on outdoor F J' >4 ❑Not Applicable ; temperature. el , , 403 5'11 Heated water circulation systems r ❑Complies ;Requirement will be met. [FI28]z j have a circulation pump.The y 3� ❑Does Not {system return pipe is a dedicated ;Location on plans/spec: A- return pipe or a cold water supply ¢ 1❑Not Observable :001 pipe.Gravity and thermos- y []Not Applicable syphon circulation systems are No' ,not present. Controls for , A. circulating hot water system , ' pumps start the pump with signal 'for hot water demand within the r + fvf OCCUpanCy. Controls automatically turn off the pump h when water is in circulation loop y d is at set-point temperature and j I no demand for hot water exists. 403 51#2A'ej Electric heat trace systems ' 10complies ',Exception: Requirement is [FI29)? comply with IEEE 515.1 or UL K• ❑Does Not :not applicable. 515.Controls automatically s °F ❑Not Observable adjust the energy input to the �> ❑Not Applicable heat tracing to maintain the �% � �"v,�' � r � -� PP , desired water temperature in the piping. 40-3 2 Demand recirculation water w s 3 " `'❑Complies :Requirement will be met. [FI30]2 systems have controls that r ❑Does Not manage operation of the pump Location on plans/spec:A- and limit the temperature of the ❑Not Observable 001 A ,` water entering the cold water _ ,❑Not Applicable ; ` _.• piping to <= 104°F. �. , d03 54 Drain water heat recovery units ❑Complies ;Exception: Requirement is jF13112tested in accordance with CSA p :4 ❑Does Not :not applicable. B55.1. Potable water-side b K x pressure loss of drain water heat fif kn r x #❑Not Observable ; recovery units< 3 psi for ❑Not Applicable aindividual units connected to one InWi j or two showers. Potable water- ` side pressure loss of drain water k heat recovery units< 2 psi for + individual units connected to h ; three or more showers. 404.1 !90%or more of permanentszM Complies ;Requirement will be met. zO [FI611 Mixtures have high efficacy lamps �r ❑Does Not r Location on plans/spec:A- ❑Not Observable ; 1❑Not Applicable 001 Pp 404 11 Fuel gas lighting systems have ❑Complies ;Requirement will be met. [FI23]3 �, no continuous pilot light. h ❑Does Not !Location on plans/spec: A- x ' ❑Not Observable :001 []Not Applicable 401 3. jCompliance certificate posted. t❑Complies ;Requirement will be met. 2 I ❑Does Not , r []Not Observable ❑Not Applicable 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3,- Low Impact(Tier 3) Project Title: Koch Residence Report date: 10/26/23 Data filename: Page 9 of10 Section h a x z �' ,s� � PIanS U'er�fietl ��eldxYet�fied � x F � �� f # Final Inspection Provisions �t f value ` , ya�ue Complies? Comments/Assumptions U 303 3 Manufacturer manuals for ❑Complies ;Requirement will be met. [Ff18]3 *mechanical and water heating Y tt f ❑Does Not .systems have been provided. ❑Not Observable ' � ' '' � �� ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2= Medium Impact(Tier 2) 3`. Low Impact(Tier 3) Project Title: Koch Residence Report date: 10/26/23 Data filename: Page 10 of10 2018 IECC Energy Efficiency Certificate Insulation Rating R-Value Above-Grade Wall 21.00 Below-Grade Wall 5.00 Floor 30.00 Ceiling / Roof 30.00 Ductwork (unconditioned spaces): Glass & Door Rating U-Factor SHGC Window 0.30 0.28 Door 0.10 0.28 CoolingHeating & Heating System: Cooling System: Water Heater• Name• Date: Comments - Y t , PR WAS NOTED b 4 • -3B.P# 5)'�71RESIDENCE AT t'M_ - -� L Sb Pv:_ RETAIN STORtA WATER RUNG F I14�7FYaul��Ir�u .fi'A¢�T�F�-NTAr PURSUANT TO CHAPTER 236 631765-180� 84,Mv,TOi Vk! FOR THE OF THE TOWN CODE. fMOWIN-ja !. Four,., FOR f POWERS HANCOCK DESIGN & INSU t,/ %35 MN UJOI Ezj rOND LN G 4. FINAL-G PO Box 400 PLUMBING South Jamesport, NY 11940 ALL CO.,c s r<, ,. 4L. MEET THE ALL PLUMBING WASTE REQUIRES .;- . : ; - &WATER LINES NEED AY t IFS OF NEW TESTING BEFORE COVERT YORK STAi� . . I - ;; " ALE FOR OKIENt NE. W YORK VIGN OR l�lil.:,1 i:u� u,J crti TORS COMPLY WITH ALL CODES OF PLU 3 R Ct R7 7C/37IOt"V 'EW YORK STATE &TOWN CODES 0JN LEAD COA TE 'T BEFORE t.: REQUIRED AND CONDITIONS 0" CERTIFICATE P ",*CUPANCI *----- -- SOLDER US 'D '4 WATER i 'CANNOT USTEES ' EXCEED 211 C 0, t%LEAD, SnVHD ELECTRICAL. INSPECTION REQIEI! ;F_ 0*00UPANCY OR USE IS UNLAWFUL ISSUE/REVISIONS WITHOUT CERTIFICATE NO. DATE ISSUE OI ULU U 11-1 ;N U Y 'r. O r-La�e.rtir�.�xix�a Pii�Gtl19R 1 10-27-23 FILE FOR PERMIT 2 11-27-23 BD COMMENTS IRC 2020,INCLUDING UNIFORM SUPPLEMENT 2018 CHAPTER 3:BUILDING PLANNING ENERGY ANALYSIS NOTES DRAWING LIST PROJECT TEAM SECTION R301:DESIGN CRITERIA AMERICAN FOREST 8,PAPER ASSOCIAT ON WOOD FRAME CONSTRUCTION MANUAL FOR ONE&TWO FAMILY DWELLINGS I. ALL CONSTRUCTION SHALL COMPLY WITH THE 2020 INTERNATIONAL ENERGY CONSERVATION CONSTRUCTION (2018 EDITION) COD`_. THE AUTHORITY HAVING JURISDICTION SHALL BE PERMITTED TO DETERMINE ENERGY EFFICIENCY CITY OF SOUTHOLD NOTES: PROGRAM TO EXCEED THE ENERGY EFFICIENCY REQUIRED BY THIS CODE. O OWNERS: STRUCTURAL ENGINEER. GLAZED OPENINGS IN W'NDBORNE DEBRIS REGIONS SHALL BE PROTECTED 2020 RESIDENTIAL CODE OF NEW YORK STATE (2018 IRC AMENDED) 2. A PERMANENT CERTIFICATE SHALL BE COMPLETED BY THE BUILDER AND POSTED ON A WALL IN THE SPACE SECTION R303 LIGHT VENTILATION AND HEATING z LL z i WHERE THE FURNACE IS LOCATED. CERTIFICATE SHALL COMPLY WITH IRC.N1101.14 2017 NEW YORK STATE ELECTRICAL CODE (NFPA 70, 2017) p C) H-- w DOUGLAS GRAD DILANDRO ANDREWS REQUIRED OPENAGLAZING AREA HABITABLE Roorls: a�° 2020 NEW YORK STATE ENERGY CODE (IECC 2018 AMENDED) W C REQUIRED OPENABLE AREA: 4% 3 ATTIC OR CRAWL SPACE ACCESS SHALL BE WEATHER STRIPPED AND INSULATED TO A LEVEL EQUIVALENT TO � W G 2 735 MAJORS POND RD STRUCTURAL ENGINEERS THE INSULATION ON THE SURROUNDING SURFACES 2020 NEW YORK STATE FUEL GAS CODE (IFGC 2018 AMENDED) D W :D W � O PROVIDE 3 SQ FT OF WINDOWS.1.5 SO FT OPERATIONAL IN BATHROOMS*EXCEPTION:WHERE ARTIFICIAL LIGHT 2020 NEW YORK STATE MECHANICAL CODE (IMC 2018 AMENDED) SOUTHOLD N.Y. 11957 INFO DILANDROANDREWS.COM AND/OR MECHANICAL VENTILATION IS PROVIDED 4. INSTALLATION-THE COMPONENTS OF THE BUILDING THERMAL ENVELOPE SHALL BE INSTALLED IN Cn m m U PROVIDE STAIRWAY ILLUMINATION AT INTERIOR&EXTERIOR STAIRS ACCORDANCE WITH THE CRITERIA LISTED IN TABLE 402.4.1.1 WHERE REQUIRED BY CODE OFFICIAL,AN 2020 2020 NEW YORK STATE PLUMBING CODE (IPC 2018 AMENDED) SECTION R304:MINIMUM ROOM AREAS 631-259-3959 APPROVED THIRD PARTY SHALL INSPECT ALL COMPONENTS AND VERIFY COMPLIANCE. 2020 NYS PROPERTY MAINTENANCE CODE (IMPC 2020 AMENDED) PROVIDE MIN.I ROOM WITH NO LESS THAN 120 SQ FT 5. TESTING-BUILDING OR DWELLING UNIT SHALL BE TESTED AND VERIFIED HAVING LESS THAN OR EQUAL TO 3 2020 NEW YORK STATE FIRE CODE (IFC 2018 AMENDED) ARCHITECT: ACH50 IN CZ 4A,5,6A TESTING SHALL BE CONDUCTED BY AN APPROVED THIRD PARTY. OTHER ROOMS SHALL HAVE FLOOR AREA NO LESS THAN 70SF + N N 6. DUCTS-SUPPLY B RETURN DUCTS I LESSN ATTICS SHALL BE INSULATED TO A MINIMUM OF R-8 C 3"OR GREATER IN O O POWERS HANCCInK DESIGN, LLC *EXCEPTION FOR KITCHENSTHAN N DIAMETER, N N MIN.DIMENSIONS FOR HABITABLE ROOMS NO LESS THAN 7'-0'ANY HORIZONTAL DIMENSION DIAMETER, DUCTS DUCT SEALING-DUCTS,AIR HANDLERS AND(FILTER BOXEC SHALL BE SEALED. LU N N PO BOX 400 *EXCEPTION FOR KITCHENS 7. DUCT TESTING-DUCTS SHALL BE PRESSURE TESTED TO DETERMINE AIR LEAKAGE BY AN APPROVED THIRD SOUTH JAI�iESF O,';T N.Y. 11940 SECTION R305:CEILING HEIGHT PARTY. o 0 T MIN.CEILING HEIGHT FOR HABITABLE ROOMS=7'-0' INFO@POWERSHANCOCKDESIGN.COM Elovvrcr door 8. BUILDING CAVITIES SHALL NOT BE USED AS DUCTS OR PLENUMS A-000 COVER SHEET/DRAWING LIST *HALLS,CORRIDORS,BATHS,LAUNDRY AND BASEMENTS=7'-0" X X I.BEAMS AND GIRDERS NOT LESS THAN 4'-0"O.C.CAN PROJECT 6" 9. MECHANICAL SYSTEM PIPING INSULATION CARRYING FLU;CS>106 F DEGREES OR<55F DEGREES SHALL BE A-001 SITE PLAN/ZONING INFORMATION X (631)703-0800 rnd ductwork INSULATED WITH R-3 MIN. 2.SPACES IN BASEMENTS OTHER THAN HABITABLE SPACES MAY HAVE CEILING HEIGHT=6'-8"(BEAMS,GIRDERS 8 testing;required. DUCTS MAY PROJECT TO 6'-4") 10. MECHANICAL VENTILATION-SHALL MEET THE REQUIREMENTS CF THE IRC/IMC A-002 CODE SHEET 3.NO MORE THAN 50%OF REQUIRED FLOOR AREA TO HAVE SLOPED CEILING LESS THAN REQUIRED HEIGHT I1. EQUIPMENT SIZING-PER ACCA ANNUAL S,BASED ON LOADS CALCULATED PER ACCA MANUAL J AS PROVIDED BY A THIRD PARTY HERS RATER. A-003 PROJECT NOTES 4.BATHROOMS SHALL HAVE A MINIMUM 6'-8"CEILING HEIGHT OVER FIXTURES AND SHOWER HEAD SHALL HAVE A SURVEYOR: V Elr OR• MINIMUM CEILING HEIGHT OF 6'-B'ABCVE A MIN.AREA OF 30"x30'AT THE SHOWER HEAD 12. LIGHTING-A MIN.OF 75%OF PERMANENTLY INSTALLED FIXTURES UST HAVE HIGH-EFFICANY LAMPS A-020 WINDOW AND DOOR SCHEDULES X SECTION R308:GLAZING 13. ALL HVAC,PLUMBING&ELECTRICAL SYSTEMS SHALL MEET THE IRC CHAPTER II ENERGY EFFICIENCY, KENNETH M WOYCHUK LAND SURVEYING PLLC PROVIDE SAFETY GLAZING WITH EMBOSSED MARK IN ALL HAZARDOUS LOCATIONS PERMITTED INTERNATIONAL MECHANICAL CODE,INTERNATIONAL ENERGY CONSERVATION CODE.IT SHALL BE THE SWMP STORM WATER MANAGEMENT PLAN X PO BOX 153 AQUEBOGUE NY 11931 Must provide Manuals RESPONSIBILITY OF THE GENERAL CONTRACTOR TO SUBMIT IN DETAIL THE DESIGN,CALCULATIONS,DRAWINGS, SECTION R309:GARAGES AND CARPORTS WRITTEN STATEMENTS IF THE MECHANICAL,AIR CONDITIG,,VENTILATION,HEATING SYSTEMS(NEW EXISTING EX-100 EXISTING CONDITIONS/ DEMO PLAN X X 631-298-1588 p d and S as per OPENING PROTECTION FROM GARAGE TO SLEEPING ROOM NOT PERMITTED OR UPGRADED)STAMPED BY A PROFESSIONAL ENGINEER IF REQUIRED BY THE OWNER OR BUILDING 9 DUCT PENETRATIONS SHALL BE MIN.25 GUAGE SHEET STEEL.NO OPENING INTO GARAGE PERMITTED DEPARTMENT. W NYS Energy Code PROVIDE VERTICAL SEPARATION.VERT 3/4"RESISTANCE(5/8"TYPE X GARAGE SIDE,1/2"TYPE X OPPOSITE SIDE) 14. ADDITIONS,ALTERATIONS OR RENOVATION:SHALL COMPLY WITH IECC 2015 UNALTERED PORTIONS OF THE PROVIDE HORIZONTAL PROTECTION.HORIZ:ONE LAYER 5/8"TYPE X GYPSUM EXISTING BUILDING IS NOT REQUIRED TO COMPLY WITH THIS CODE. A-100 BASEMENT CONSTRUCTION PLAN X X PROVIDE NON-COMBUSTIBLE FLOOR SURFACE 15, MINIMUM ONE PROGRAMMABLE THERMOSTAT SHALL BE PROVIDED FOR EACH SEPARATE HEATING AND COOLING U A-101 GROUND FLOOR CONSTRUCTION PLAN X X SECTION R510 EMERG.ESCAPE AND RESCUE OPENINGS SYSTEM IN ACCORDANCE WITH SECTION NI103 CONTROL SYSTEMS. W PROVIDE SLEEPING ROOMS AND HABITABLE BASEMENT AREAS SILL HEIGHT NO MORE THAN 44"A.F.F. 16, ALL EXTERIOR WALL/FLOOR/CEILING JOISTS SHALL BE AIR SEALED AND INSULATED IN ACCORDANCE WITH A-102 ROOF PLAN/PLUMB RISER DIAGRAM MIN.OPENING AREA=5.75 SO FT(5 SO FT AT GRADE) TABLE R.402.4.1.1 APPLY A BEAD OF CALK TO THE TOP ANC BOTTOM PLATE IMMEDIATELY PRIOR TO INSTALLING INTERIOR GYPSUM ALL BOARD, U PROJECT DESCRIPTION Additional MIN.OPENING HEIGHT CLEAR=24" m MIN.OPENING WIDTH=20' X X No roots OR KEYS ALLOWED FROM INSIDE A-200 EXTERIOR ELEVATIONS A-201 EXTERIOR ELEVATIONS X X Certification MIN.HORIZONTAL AREA OF WINDOW WELL SHALL BE 9 SO FT 8 MIN.WIDTH OF 36' ' PROPOSED ADDITION AND INTERIOR RENOVATIONS May Be Required. SECTION R511:MEANS OF EGRESS A-301 BUILDING SECTIONS X X PROVIDE UNDER STAIR PROTECTION ENCLOSING ACCESSIBLE SPACES UNDER STAIRS WITH WALLS AND ANY SOFFITS WITH 112"GYP.BD. A-401 DETAILS X WORK OUTLINES:MIN.WIDTH FOR HALLWAYS IS 3'-0" M'N I EXIT DOOR REQU'D WITHOUT TRAVEL THROUGH GARAGE -NEW 602 SF MASTER BEDROOM ADDITION M',N.OPENING 3'-0"WIDE x 6'-8'HIGH -1 O1 BASEMENT ELECTRICAL FLOOR PLAN -NEW 78 SF ENTRY ADDITION + COVERED ENTRY WIDTH SHALL NOT BE LESS THAN 36"CLEAR.HANDRAIL PROJECTION IS 4,5'MAX HEADROOM MIN.=6'-8" E-102 FIRST FLOOR ELECTRICAL FLOOR PLAN -INTERIOR RENOVATION @ ENTRY, KITCHEN, FAMILY ROOM & All exterior lighting TREADS AND RISERS:8.25"MAX RISE,9"MIN.TREAD DOWNSTAIRS BEDROOM installed, re laced n� A FLIGHT OF STAIRS SHALL NOT HAVE.A VERTICAL RISE LARGER THAN 12-3"BETWEEN FLOOR LEVELS OR LANDINGS. Y PROVIDE FLOOR OR LADING AT TOP AND BOTTOM OF STAIRS S-000 GENERAL STRUCTURAL NOTES X -SECOND FLOOR TO REMAIN, NO CHANGE repaired shall conform *EXCEPT AT TOP OF INTERIOR FLIGHT OF STAIRS,PROVIDED DOOR DOES NOT SWING OVER STAIRS.SIZE OF LANDING to Chapter 172 IS MIN.36"IN DIRECTION OF TRAVEL.WIDTH TO BE EQUAL TO STAIR OR DOOR SERVED S-1 00 FOUNDATION PLAN X -BASEMENT TO REMAIN, NO CHANGE G WALKING SURFACE OR TREADS AND LANDINGS OF STAIRWAYS SHALL BE NO STEEPER THAN 2%SLOPE Of the Town Code PROVIDE AT LEAST ONE HANDRAIL ON ONE SIDE OF STAIR WITH 4 OR MORE RISERS. S-1 O1 FIRST FLOOR FRAMING PLAN X -NEW WOOD DECKS AS SHOWN 1.HEIGHT=34"MIN,38"MAX Q S-102 SECOND FLOOR FRAMING PLAN X -NEW WINDOWS& DOORS ON FIRST FLOOR 2.CONTINUOUS TO FULL LENGTH OF STAIR ABOVE TOP RISER TO LOWEST RISER RETURN ENDS OR PROVIDE NEWEL Ir POST OR SAFETY TERMS S-200 TYPICAL FOUNDATION DETAILS X -EXTERIOR TO RECEIVE ALL NEW SHINGLES & ROOFING 3.MIN.HANDRAIL SPACE BETWEEN WALL AND RAIL=1 1/2" SECTION R312:GUARDS U S-300 TYPICAL FRAMING DETAILS X ALL RAISED SURFACE 30"ABOVE FLOOR OR GRADE TO HAVE 36"MIN.GUARDS.OPEN STAIRS 30"ABOVE FLOOR OR CC S-301 TYPICAL FRAMING DETAILS ZITXNEW48" IST( FOOL Q REMAI MPORARY P OL FENCE T BE`REPLACED GRADE SHALL HAVE 34"MIN.GUARDS, I X , GUARD OPENINGS NOT TO EXCEED 4"(SPHERE) C0 S-300 SECTION AND DETAILS HIG L FENCE TO CODE X SECTION 313:ALARMS S-302 TYPICAL FLOOR FRAMING DETAILS BY WEYERHAEUSER X PROVIDE SMOKE ALARM AT SLEEPING ROOMS,AND AREAS IN IMMEDIATE VCINITY OF BEDROOMS AND IN BASEMENTS PROVIDE CARBON MONOXIDE ALARM ON ANY STORY WITH A SLEEPING ROOM OR A FUEL FIRED/BURNING APPLIANCE S-303 TYPICAL FLOOR FRAMING DETAILS BY WEYERHAEUSER X AND EQUIPMENT,FIREPLACE OR ATTACHED GARAGE. ESTIMATED COST OF CONSTRUCTION $500,000 PROJECT TITLE. 01.EXISTING DWELLING UNITS SHALL IBE EQUIPPED WITH SMOKE DETECTING DEVICES RECEIVING THEIR PRIMARY S-400 STEEL DETAILS POWER FROM BATTERIES OR FROM THI'_BUILDING WIRING AND THERE SHALL BE NO SWITCH IN THE CIRCUIT OTHER X KOCH RESIDENCE THAN THE OVER CURRENT DEVICE PRCTECTING THE BRANCH CIRCUIT. 02.ALL SMOKE DETECTING DEVICES TO BE PROVIDED AND INSTALLED SHALL EITHER BE ACCEPTED PURSUANT TO 735 MAJORS POND ROAD RULES AND REGULATIONS PROMULGATED BY THE COMMISSIONER,APPROVED BY THE BOARD OF STANDARDS AND APPEALS OR BE LISTED BY A NATIONALLY RECOGNIZED INDEPENDENT LABORATORY THAT MAINTAINS PERIODIC INSPECTIONS OR PRODUCTION OF LISTED EQUIPMENT AND WHOSE LISTING STATES THAT THE EQUIPMENT MEETS ORIENT NY, 11957 NATIONALLY RECOGNIZED STANDARDS. 03.NO DEVICES SHALL BE DEEMED TO BE IN COMPLIANCE UNLESS IT IS 0-EITHER THE IONIZATION CHAMBER OR PHOTO-ELECTRIC TYPE.SUCH DEVICES SHALL BE IN COMPLIANCE WITH THE REFERENCE STANDARD RS 17-I. SHEET TITLE: 04.SMOKE DETECTORS SHALL BE LOCATED 15'OFF ANY BEDROOM(MAXIMUM) 06,CARBON MONOXIDE DETECTORS ARE TO BE INSTALLED AS PER INTERNATIONAL RESIDENTIAL CODE SECTION R315; Cover Page ON EACH FLOOR AND ADJACENT TO BEDROOM DOORS,MIN.ONE PER FLOOR,DETECTORS CAN BE BATTERY POWERED. DATE: PAGE: SCALE: A-000 As Noted .A up WILLOW TERRACE FARMS INC. I LAND N/FOF 1 / VACANT SARAH JANE OLMSTEAD '� 00--0 DWELLING WITH ' SITE INFORMATION I WELL OVER 150' LAN ADDRESS: 735 MAJORS POND RD I DWELL SEPTIC LP 200+IL WELL SCTM: 1000-26-2-39.14 5 L1 LOT 4 ZONE: R-80 2 p _ —4,1V EXISTING NON CONFORMING LOT SIZE AS PER 280-124) \ „ as r rosrnnae rtue I Las PMI few iy ' 4 f aeMrn n?Ywcr 1r MINIMUM EXISTING PROPOSED LP. LP. I 1 A oas7r« 7xuT mEfur I E:Al two�a xa 80,000 SF 78, OF/F a Eo wxaoox LOT AREA 771.91 SF/ NO CHANGE 1.81 ACRES HELMARS LI G WITH WELL N.m.m DWELLING WRIT WELL I A ceocovEeEOExmr d1SY°°°" E%i5nNG;m SEPTIC OVER 150' " LAND N/F POWERS HANCOCK DESIGN 250 FT 393.08 FT NO CHANGE 3 FRONT LINEAR STREET 6 I "'�'� I xodrEo oEcxro :?'e��], 1.YIY gnc OF I^V11ix 1 HOLZAPFEL PO Box 400 SECTION THROUGH ADDITION SECTION THROUGH EXISTING FRAMED DWELLING - � DWELLING WITH I 1N PoOIFENGE WELL SEPTIC OVERR 150' South Jamespoft, NY 11940 /�� a woEasEor.o-san 4 a wovwEowoco oEcx 4 CODE REQUIREMENTS: f3'SPPIKY ; bC I s 011E LOT: 78,771.91 SF I I J — _I — — _ �L _ ` 2 EFtED AP 4 ALLOWABLE EXISTING PROPOSED _J I �' �' BUILDING HEIGHT 35 FT 26'-71' NO CHANGE ❑ , J I e .. ... I / / ��,9TF 043496 LOT COVERAGE 20 % I I��/ �` (SEE BELOW FOR BREAKDOWN) 15,754 SF 3,420 SF 4,760 SF I 1� ILi I I LAND /F / ,,�,.a* snc RICKARD ALDRICH I I '' „�°� / EXISTING ADDITION PROPOSED (TOTAL) DWELLING WITH /� p/ • / LANIHOL N/F WELL dE SEPTIC �.n LAN O�/F OVER 150' I PFEL MAIN DWELLING 2,247 SF 680 SF 2,927 SF 4 SHED 167 SF 0 SF 167 SF (NO CHANGE) PROPOSED FIRST FLOOR EXISTING SECOND FLOOR (NO CHANGE) � � P DECK 175 SF 673 SF 848 SF PROPOSED TYPICAL EXTERIOR FRAMED WALL PROPOSED TYPICAL ROOF PROPOSED FLOOR INSULATION f� BATT INSULATION(R 21) 2 CLOSED CELL SPRAY FOAM(R-49) 3 CLOSED CELL SPRAY FOAM(R-30) ` LANOF/F FU3NWATERWANOBOUNDARY AS DELINEATED ,EN CONSULiANiS POOL 816 SF 0 SF 8 SF (NO CHANGE) I DOUGLAS JUNE 82023 ISSUE/REVISIONS DWELLING WITH WELL&SEPTIC TOTAL: 3,405 SF 1,353 SF 4,758 SF EXISTING EXTERIOR FRAMED WALL EXISTING CEILING INSULATION / 1 EXISTING FLOOR INSULATION OVER 150' NO, DATE ISSUE BATT INSULATION(R-21)(ASSUMED F.V.) O BATT INSULATION(R-30)(ASSUMED F.V.) ` 6/ BATT INSULATION(R 30)(ASSUMED F.V.) 1 10-27-23 FILE FOR PERMIT GROSS FLOOR AREA RATIO CALCULATIONS: THERMAL ENVELOPE DIAGRAM V. LOT: 78,771.91 SF 1 SITE PLAN ALLOWABLE = 5,100 + ( 5% x 38,771) 5100+1938 = 7,038 SF SCALE: 1 /64" = V-0" EXISTING ADDITION/ PROPOSED � 8' POST WIRE FENCE ' � ALTERATIONS (TOTAL) LP GAS / E 22"BIRCH 8.5,S M FIRST FLOOR 1885 SF 680 SF 2,565 SF s� 30" PINE 1 .5 W SECOND FLOOR 875 SF NO CHANGE 875 SF \ 12" RUIT 0 i (NO CHANGE) I 16 BIRO- EQUIR D 30'-0" SIDE YARD `� ACK MON. COVERED PORCH 362 SF NO CHANGE 362 SF �� I GATE — - - — — — (NO CHANGE) I I N � J TOTAL: 3,122 SF 680 SF 3,802 SF I POOL EQP Q1 s 1 Z V U Z w 0- 1 W -- EXISTING ASPHALT DRIVEWAY \ PROPOSED �'o EXISTING 2 STORY rr Climatic and Geographic Design Criteria I CAR GARAGE \ REAR STOOP � cr_ Subject to Damage From Winter Ice Shield Flood Air Air Seismic Wind I Ground w1 �ING Frost Termite Desi n Underla ment Hazard Freezing Freezing Design Speed d „g4"EXST�NGTOMAND Snow Load Weathering g y _ Line Depth Temp. Required Index Index Category PROPOSED MUDROOM ADDITION I � 11E E E E Moderate 130 mph - 15 Yes No 1500 or less 52.2 B � 20 Severe 3 011 to Heavy (ASCE 7-10) t58'-q"EXISTING NO CHANGE Op001- EXIST POOL PATIO ,a�.3"EX1STINGT '-- PROPOSED COVERED ENTRY 1 �' EXISTING 2 STORY 1 FRAMED I STK. I DWELLING I I I :. .:.:.:.:.:.:.:.:.:. .:.NO CHANGE TO BUILDING J Q I FOOTPRINT-INTERIOR �- RENOVATION ONLY EXISTING' G ' INGROUND p I EXISTING WOOD DECK TO p00L L . 1 .2 W STK. Ld I BE MODIFIED 5-0 7I-4I' EXISTING WINDOW WELL I PROPOSED WOOD DECK I C PROOP S TI�ITIES ' �I POOL NCE U•G�- - WATER J cq PROPOSED 8'x 8' SPA _ I i �I I zl< a � PROPOSED WOOD DECK I PROJECT TITLE: 73'-9°PROPOSED qlW 00 KOCH RESIDENCE d 12" SPRUCE 0I� 18'-611 0 735 MAJORS POND ROAD 6V� �° = z I ORIENT NY, 11957 00 10" LOCUST o GATE I —`� I SHEET TITLE: I Proposed Site Plan I n STK. DATE: PAGE: PARTIAL SITE PLAN SCALE: A-001 2 1 SCALE: �� _ 1� ��6 - -0 As Noted WINDOW SCHEDULE NO. MANUF, MODEL TYPE EXT FINISH INT. FINISH GLASS WIDTH (R.0) R.O. ATTERN EGRESS TEMPERED COMMENTS EX EXISTING TO REMAIN a-. ER EXISTING TO BE REPLACED R EXISTING TO BE REMOVED 101 ANDERSEN A-SERIES ACW 2040 CASEMENT TBD WHITE LOW E4 2'-0" 4'-0" SDL NO NO LEFT SWING 102 ANDERSEN A-SERIES ACW 2040 CASEMENT TBD WHITE LOW E4 2'-0" SDL NO NO RIGHT SWING 103 ANDERSEN A-SERIES ADH 3054 DOUBLE HUNG TBD WHITE LOW E4 3'-0" 5'-4" " SDL YES NO 104 ANDERSEN A-SERIES ADH 3054 DOUBLE HUNG TBD WHITE LOW E4 3'-0" 5'-4" SDL YES NO 105 ANDERSEN A-SERIES ADH 3054 DOUBLE HUNG TBD WHITE LOW E4 3'-0" 5'-4" " SDL YES NO 106 ANDERSEN A-SERIES ADH 3054 DOUBLE HUNG TBD WHITE LOW E4 3'-0" 5'-4" SDL YES NO POWERS HANCOCK DESIGN 107 ANDERSEN A-SERIES AAN 21034 AWNING TBD WHITE LOW E4 2'-10" 3'-6" SDL YES NO PO Box 400 108 ANDERSEN A-SERIES AAN 21034 AWNING TBD WHITE LOW E4 2'-10" 3'-6" SDL YES NO South Jamesport, NY 11940 109 ANDERSEN A-SERIES AAN 21034 AWNING TBD WHITE LOW E4 2'-10" 3'-6" SDL YES NO + 110 ANDERSEN A-SERIES ADH 2850 DOUBLE HUNG TBD WHITE LOW E4 2'-8" 5'-0" f" SDL NO NO III ANDERSEN A-SERIES ADH 2850 DOUBLE HUNG TBD WHITE LOW E4 2'-8" 5'-0" " SDL NO NO 112 ANDERSEN A-SERIES ADH 2850 DOUBLE HUNG TBD WHITE LOW E4 2'-8" 5'-01, SDL NO NO �FtED 4,, 113 ANDERSEN A-SERIES ACW 2630 CASEMENT TBD WHITE LOW E4 2'-6" 3'-0" " SDL NO NO RIGHT SWING ��G;��QNER G AQTF2A 5 114 ANDERSEN A-SERIES AAN 21034 AWNING TBD WHITE LOW E4 2'-10" 3'-6" SDL YES NOMULLED +TOTAL MAX Pp: +" , C' , ?J 115 ANDERSEN A-SERIES AAN 21034 AWNING TBD WHITE LOW E4 2'-10" 3'-6" �" SDL YES NOMULLLU 1 N 116 ANDERSEN A-SERIES AAN 21034 AWNING TBD WHITE LOW E4 2'-10" 3'-6" " SDL YES NO 108+109; { 117 JANDERSEN E-SERIES CSLD 8030-XOX GLIDING TBD WHITE 8'-0" 4'-0 7g" SDL 043488 EXTERIOR DOOR SCHEDULE NO. MANUF. MODEL TYPE EXT. FINISH INT. FINISH GLASS R.O. WIDTH R.O. HEIGHT COMMENTS A TBD FRONT DOOR WOOD WOOD LOW E4 3'-6" 7'-0" B ANDERSEN A-SERIES TBD FIXED PANEL TBD PTD LOW E4 6'-0" 6'-11" COORDINATE FINAL FIXED PANELS WITH-TO MATCH ADJACENT SLIDERS(C) C ANDERSEN A-SERIES FWGCD-1110611-4 4 PANEL SLIDER TBD PTD LOW E4 III-101 6'-II" ISSUE/REVISIONS D ANDERSEN A-SERIES FWGCD-60611L 2 PANEL SLIDER TBD PTD LOW E4 6'-0" 6'-11" NO, DATE ISSUE E ANDERSEN A-SERIES FWOCD-31611AR EXTERIOR SWING TBD PTD LOW E4 3'-1" 6'-1111 1 10-27-23 FILE FOR PERMIT F ANDERSEN A-SERIES FWGCD-50611L 2 PANEL SLIDER TBD PTD LOW E4 5'-0" 6'-11" INTERIOR DOOR SCHEDULE NO. COMPANY STYLE TYPE FINSIH MATERIAL WIDTH HEIGHT THICKNESS LOCATION COMMENTS 100 TRUSTILE (OR APPROVED EQUAL) SHAKER SWING SIMPLE PTD INSUL.STL j HR FIRE 2'-8" 7'-0" 1 ENTRY/ GARAGE SELF CLOSED, W, STRIP RATED 101 TRUSTILE (OR APPROVED EQUAL) SHAKER SWING SIMPLE PTD SOLID CORE MDF 2'-6" 7'-0" 1 GUEST BATH 102 TRUSTILE (OR APPROVED EQUAL) SHAKER SWING SIMPLE PTD SOLID CORE MDF 2'-4" 7'-0" 1 POWDER ROOM 103 TRUSTILE (OR APPROVED EQUAL) SHAKER SWING SIMPLE PTD SOLID CORE MDF 2'-6" 7'-0" 1 BASEMENT STAIR 104 TRUSTILE (OR APPROVED EQUAL) SHAKER SWING SIMPLE PTD SOLID CORE MDF 2'-8" 7'-0" I ANTE-CHAMBER 105 TRUSTILE (OR APPROVED EQUAL) SHAKER SWING SIMPLE PTD SOLID CORE MDF 2'-B" 7'-0" I MASTER BATH 106 TRUSTILE (OR APPROVED EQUAL) SHAKER SWING SIMPLE PTD SOLID CORE MDF 2'-8" 7'-0" 1 TOILET ROOM 107 TRUSTILE (OR APPROVED EQUAL) SHAKER POCKETING PTD SOLID CORE MDF 2'-8" 7'-0" 1 HER CLOSET 108 TRUSTILE (OR APPROVED EQUAL) SHAKER POCKETING PTD SOLID CORE MDF 2'-8" 7'-0" 1 HIS CLOSET PROJECT TITLE: KOCH RESIDENCE 735 MAJORS POND ROAD ORIENT NY, 11957 SHEET TITLE: Window&Door Schedule DATE: PAGE: SCALE: A-003 As Noted GRADE -PROPOSED SEPTIC: REFER TO 18•A'MAX,C.t.C. - - _ -I- RECAST TRAFFIC BEARING ONCRETE DOME OR SLAB TOP DRAWINGS BY DILANDRO ANDREWS C GRADE "LL �1 jy �'r „ w_ SDR 35 PVC INLET PIP E—� TOP OF DRYWELL * :f v m LL SEE PLAN FOR PIPE SIZE >a - - -- - SEE PLAN FOR ELEVATION � � f� f0 � C-�� 1 � SDR 35 PV ffJ El(] ® U 2 PRECAST CONCRETE PERSPECTIVE VIEW OVERFLOW PIPE ® ® ® DQ D�_A � (f F7� M 112 2 I ® STORM DRAIN RING SEE PLAN FOR PIPE SIZE - D ® ® © y_q � F—ff F:2� M ® 0 ''"- HEIGHT & DIAMETER L.P. AS INDICATED ON PLAN 38" MINIMUM 2 x 2 -—----- _--- -_--�- FENCE POST — ACKFILL 3'-0"MIN. LP GAS AROUND DRYWELL WOVEN- 10/10WIRE ENCEWWF _ , _ M I UM _COARSE POWERS HANCOCK DESIGN (8x8 - 10/10 WWF') z ~ MEDIUM COARSE SAND/GRAVEL FILTERCLOTH— � - � 7 � �' � ® ® ® � ® � - � PO Box 400 Scope � 71 71D -A L � � n � i- D� :Ij � �� 1� � ® 2 South James otl, NY 11940 EMBED FILTER CLOTH RAOe � � 71 I A � L_ �� r] _ _ MIN. 6" INTO GROU14D i NOTE: MAXIMUM DRAINAGE AREA - - - - - - 112 ACRE 1 100 LINIEAR FEET GROUND WATER LINE I - I- - - - "- - - - - NON-RATEABLE SOft--► CONC. WASHOUT AREA y�ER E AR�yF - - - POOL EQP 1 <vG0 G.Ao�Fo�,k CLEAN MEDIUM _ \ COARSE FILL SAND a GRAVEL-RATEABLE SOIL \ CLEAN MEDIUM COARSE BACKFILL XISTING ASPHALT DRIVEWAY EXISTING 2 STORY PROPOSE CAR GARAGE \ REAR ST °488 0 w PROPO _ � MUDR! ADDS \ 0 E E E E SILT FENCE TYPICAL DRYWELL DETAIL I �. _ _ \\ -L-H--- t DW2 ' \ EXIST POOL PATIO PROPOSED \ COVERED ENTRY EXISTING 2 STORY I . . . . . . . . . . . • . �? FRAMED DW11 ISSUE/REVISIONS w I DWELLING NO. DATE ISSUE � NO CHANGE TO BUILDING J �/ � • • • • • • • • • • • • • 1 10-27-23 FILE FOR PERMIT DRYWELL CALCULATIONS. a FOOTPRINT-INTERIOR RENOVATION ONLY � / • • • EXISTING• • • ; ROOFED AREAS: 2,565 I — — —�� LNGROUND TOTAL: 680 SF I \ . POOL:. : .:. ..: \ XD DECK 2,565 SF X 2" RAINFALL(.167) = 428.4 CF/ 8' DIA (42.3) = 10.12 DEPTH REQUIRED EXISTING WINDOW WELL . . . . . . . . . . . . DW 1 8' DIA X 4' DEPTH ILIES�- \U.G. _ DW 2 8' DIA X 4' DEPTH / ' � RUNE PROPOSED I � ATE �. �� DW 3 8' DIA X 3' DEPTH / ,/ TOPSOIL \ 8'x 8'SPA I 1 STOCKPILES TOTAL DEPTH 11 ' DEPTH PROVIDED \ PROPOSED I 11-1 __1I WOOD DECK I W L/L GATE /I--V� PROJECT DW3 I McDonald Geoservices LIMITING FENCE I POB 1258 Southold,NY 11971 631.765.3677 I / mcdgeo@gmail.com \ / Test Hole Data Sheet \ I Name: Gray ALL DRYWELLS TO BE \ E (STING DP: Powers Hancock MIN 50' FROM ALL SHED Location: Orient EXISTING WELLS EI I S Tax Map Number: 1000-26-2-39.14 V V l� V V LL.�7 I Project Description: Res Date: 5/5129 I I Brown loam OL Brown clayey sand SC Brown sandy sift ML ------- 5' Pale brown fine to coarse sand SW STORMWATER MANAGEMENT PLAN 1 SCALE: 11 11 = 1'-011 V PROJECT TITLE: KOCH RESIDENCE Water in pale brown fine to coarse sand SW 735 MAJORS POND ROAD ORIENT NY, 11957 SHEET TITLE: Comments: Water encountered 12.7'below surface Proposed Site Plan Test hole boring....$600.00 DATE: PAGE: SCALE: SWMP As Noted SHEET NOTES FIRST FLOOR NOTES: -EXISTING STAIRCASE TO BE PROTECTED 7 ROOF BELOW -ALL NEW WINDOWS& DOORS, TO BE FRAMED @ A 7'-0" HH FROM FIN FLOOR -ALL HATCH WALLS INDICATE EXISTING WALL TO BE REMOVED << ,.7/77`/7' ENCLOSED PORCH I I 7-77 -1 F_ 7 f �I I n I L j I FLOOR PLAN KEYED NOTES ----------------------------- UX Q LINE OF PROPOSED MASTER BEDROOM ADDITION POWERS HANCOCK DESIGN I I I I (2) 2X10 HEADER (2) 2X10 HEADER I I I Q: III O AREA OF ENTRY ADDITION PO Box 400 ER I I I II South Jamespor , NY 11940 II I BRTOR i i BATH �I O EXISTING-NO CHANGE ENTRY I KITCHEN I BEDROOM NO.3 O BEDROOM NO.4 it GARAGE I I 0REMVE i I I 0 CD O III ® FIXTOR SEXISTING KITCHEN IN ITS ENTIRETY-CAP ALL O 0 i ® CD I O REMOVE EXISTING BATHROOM IN ITS ENTIRETY-CAP �'6� � ALL PLUMBING FIXTURES - - - - - - - I �ER I -- — — — 0 ❑ Q 00 ® HALLWAY HALLWAY � Y i �_______________�__ � I © EXISTING SPACE TO BE RENOVATED/REMODELED COVERED PORCH 5 °N j I EX ® ® ER ® EX I $ I O LIVING j O DN O I 7O EXISTING DECK TO BE REMOVED — { ® ROOF BELOW BEDROOM NO.2 BEDROOM NO.1 ROOM Ex Ex ( Q I �I 8 RESERVED --------------- --------------- Q - CD 0 RESERVED O DEN d ®R ( 10 RESERVED 11 RESERVED 11 I Q Ex j Ili II L-------------------------------------------j II 12 RESERVED R R 13 RESERVED 14 RESERVED ISSUE/REVISIONS 15 RESERVED NO, DATE ISSUE EXISTING FIRST FLOOR PLAN EXISTING/PROPOSED SECOND FLOOR PLAN 1 10-27-23 FILE FOR PERMIT 16 RESERVED 2 11-27-23 BD COMMENTS SCALE.4 = 1 -0 SCALE.4 = 1 -0 17 RESERVED 18 RESERVED 19 RESERVED 20 RESERVED 1010:EXIS`ING RIDGE TOPOF EXISTING RIDGE 21 RESERVED _ ...... ...... 22 RESERVED 101 OF PLATE 11 REAR DORMER - TOP OF PLATE @REAR DORMER — - - I — 23 RESERVED IF LEJ24 RESERVED _. ....... ..... ....... — _..._...__.........._.....__.................................. ....._..............._...... --- - 25 RESERVED - TOP OF SUBFLOOR OSECOND Fl00fl TOP OF SUBFLOOP®SECONDFLOOR 26 RESERVED oo�o Coon J ■ ❑ J ❑ ■ 0 ❑ ■ ■oom oo ® _ 0000 0F71LJ TOP OF E%ISTING BUBFLOOP O FIRST FLOOR L-J TOP OF E%ISTING SUBFLOOR Q FIRST FLOOR ELE+1]'P ELE+IT-0• - EXISTING FRONT ELEVATION 3 ALE: = 1'-0" EXISTING SIDE ELEVATION SC 4 4 . 11 i n SCALE.4 = 1 -0 TOP OF E%ISTING RIDGE TOP OF EXISTING RIDGE SYMBOLS l --- PROPOSED 2x FRAMED WALLS: REFER TO SCHEDULE BY STRUCTURAL ENGINEER EXISTING 2X FRAMED WALL TO BE — — — — — TOPOFPLATE®PEARDOPMEfl - - TOP OFPLATE®flEAPGOPMEfl REMOVED PROPOSED POURED FOUNDATION WALL ■ - - - - - LINE ABOVE TCP OF SUBFLOOR®SECOND FLOOR TOP OF SUBFLOOR♦%SECOND FLOOR - ❑ ❑ � � � ❑ � -————————- LINE BELOW ❑ GUIDE LINE/CENTER LINE PROJECT TITLE: TEIEOPOFEXISTINGSUBF♦1]'P LOO R®FiRSTFLOOR I OP♦OFl1' KOCH RESIDENCE ELEVATION TAG 735 MAJORS POND ROAD E( PEXISTING$UBFLOORf FHi$T FLOOfl X x ORIENT NY, 11957 X XXX --I SECTION TAG X SHEET TITLE: EXISTING REAR ELEVATION X X_XXXX X INTERIOR ELEVATION TAG EXISTING FLOOR PLANS 5 ALE:ill EXISTING EXISTING SIDE ELEVATION X SC 4 6 DATE: PAGE: SCALE:4"= 1'-0" DETAIL MARKER �' xx G EXTERIOR DOOR TAG SCALE: EX-1 OO X•X WINDOW TAG AS NOTED O INTERIOR DOOR TAG E Y SHEET NOTES FIRST FLOOR NOTES: -EXISTING STAIRCASE TO BE PROTECTED ROOF BELOW -_- -ALL NEW WINDOWS &DOORS, TO BE FRAMED @ A ----------- T-011 HH FROM FIN FLOOR -ALL HATCH WALLS INDICATE EXISTING WALL,TO BE I I REMOVEDI I ENCLOSED PORCH I ' I I O I I I I l I- -1 I 7 I FLOOR PLAN KEYED NOTES Ex ❑ ❑ ❑ I I j ii OO21 LINE OF PROPOSED MASTER BEDROOM ADDITION RDESIGN POWERS HANCOCK ------------- 1----_ AREA OF ENTRY ADDITION PO Box 400 ER I I HALL I South Jamesport, NY 11940 II BATH III FR•FFATF O I II O EXISTING-NO CHANGE ENTRY �� KITCHEN I I BEDROOM N0.3 3 BEDROOM N0.4 : p REMOVE GARAGELE O I ® R i j O (a) i II ® FIXTURES EXISTING KITCHEN IN ITS ENTIRETY-CAP ALL ED q 6 I i _ CD ® REMOVE EXISTING BATHROOM IN IT'S ENTIRETY-CAP '(ER R�' 0 °°� i I / O ALL PLUMBING FIXTURES ER I -> — — — _ — — = I HALLWAY �,�0 p1 OA ® 00 ® HALLWAY — — — — — — — j ------------- ® �3 ® © EXISTING SPACE TO BE RENOVATED/REMODELED ER COVERED PORCH 5 ® ® °N\ I EX * U N LIVING 0 ON Ex 7 EXISTING DECK TO BE REMOVED p! ' I O - 0 ® r ROOM I I ROOFBELOW BEDROOM NO.2 _ BEDROOM NO.1 Ex Ex © L--------------- ----------------I O O ® RESERVED T,9T 0434*3 __ ® I F 0 RESERVED R O DEN up 10 RESERVED 11 RESERVED III EX O III III I it II L-------------------------------------------_j II 12 RESERVED ® U 13 RESERVED 14 RESERVED ISSUE/REVISIONS 15 RESERVED NO, DATE ISSUE EXISTING FIRST FLOOR PLAN EXISTING SECOND FLOOR PLAN (NO CHANGE) 1 10-27-23FILEFORPERMIT 1 16 RESERVED ,,� 2 SCALE.4 = 1 -o SCALE,4 = 1 -0 17 RESERVED 18 RESERVED 19 RESERVED 20 RESERVED TOPOF EXISTING RIDGE TOP OF EXI$•ING RIDGE RESERVED - -- 22 RESERVED 7-77 TOPOF PLATE@RE41 DORMER /'_z RESERVED--- -- — -- RESERVED -- --- ❑ -- 24 - _ — TOP OF$UBfl00R @SECOND Al TOPOFSUBFLOOR@SEOOND FLOOR - -._- _-_ __-----__- RESERVED 25 R _ — -- 26 RESERVED - -- -- --- ❑o= ___ L __ TOP OF E%1BTWG SUBFLOOR @ FIRST FLOOR ❑❑❑❑ _ ❑❑❑ TOP OF EXISTING SUBFLOOR @ FIRST FLOOR _-- -_❑ -- ELE♦17P ❑ ❑ ❑ ❑� ❑ ❑ ❑ ❑ --__- _- -- _-_- -- - . ELE t iT P v+J EXISTING FRONT ELEVATION 3 ,,� = 1,_ „ EXISTING SIDE ELEVATION SCALE:4 0 `t SCALE:4"= 1'-0" TOPOFEXISTINGRIDGE TOPOFEXISTINGRIDGE - - SYMBOLS PROPOSED 2x FRAMED WALLS: REFER TO SCHEDULE BY STRUCTURAL ENGINEER EXISTING 2X FRAMED WALL TO BE, TOPOF PLATE @FEAR DORMER - �_i ,_` I TOP OF PLATE@REAR DORMER _ - - ^i -- -- - REMOVED ROPOSED POURED FOUNDATION WALL ' P LINEABOVE TOF OFSUBFLOOP @SECOND FLOOR _-- _ _ -.--_-.- _ ___----._ __--- _---__ -- __�-__ --.--_ TOPOFSUBFLOOR-SEWtJO FLOOR ---- _ ------ LINE BELOW --_—❑ I❑� _-- U = -- ❑— - _-- --- _ _- ❑— - — ❑ — _ J ❑ _= PROJECT TITLE: GUIDE LINE/CENTER LINE _ _ ------- ----- KOCH RESIDENCE TOROF E`I$TI'IG SUBFLOOR-FIRST FLOOR -- - TOPOFE11 WGSUBFLOOR@FIRSTFLOOR -- - - - ELE♦iTP +. - LE TT -_._- <. 735 MAJORS P sue•<^'�. � �,:. .;5,, X ELEVATION TAG POND ROAD X-XXX x ORIENT NY, 11957 X-XXX � SECTION TAG X SHEET TITLE: EXISTING REAR ELEVATION X XXXXX X INTERIOR ELEVATION TAG EXISTING FLOOR PLANS 5 , EXISTING SIDE ELEVATION x SCALE.4 = 1 -0„ 6 DATE: PAGE: In i 11 r• X DETAIL MARKER SCALE:4 = 1 -0 G EXTERIOR DOOR TAG SCALE: EX-1 OO x x WINDOW TAG AS NOTED XXX INTERIOR DOOR TAG SHEET NOTES FIRST FLOOR NOTES: REFER TO PLANS BY DILANDRO ANDREWS ENGINEERING FOR ALL STRUCTURAL DETAILS, FOUNDATION DIMENSIONS, NOTES, BEAM SIZES ETC. MECHANICAL ROOM: CONTRACTOR TO CONFIRM 8" GYP BOARD ON ALL SURFACES, FIRE RATED DOOR AND VENTILATION ALL MEETS CODE e A 0 PROVIDE CARBON MONOXIDE&SMOKE DETECTOR -30 -30 -30 FLOOR PLAN KEYED NOTES O�_______ _____________________, RESERVED POWERS HANCOCK DESIGN ox 400 L____________________________ O RESERVED South Ja�Bnort� NY 11940 � I r _----_----L_ 1------ 0 LINE OF PROPOSED DECK ABOVE I � I 3 I Q LINE OF EXISTING SCREENED IN PORCH ABOVE I I I 0 EXISTING EGRESS WINDOW TO REMAIN 4ti ER C, © EXISTING BILCO DOOR TO REMAIN L3 I I I OMECHANICAL ROOM:CONTRACTOR TO CONFIRM MEETS CODE ' I I ® EXISTING NO CHANGEi I j O CRAWL SPACE ACCESS:PROVIDE NEW CRAWL SPACE I i ---------- ----------------------- ACCESS PER IRC 408.4 I I - -----------------------4 10 LINE OF HOT TUB ABOVE I I I I I I I I -- 11 CSV: PROVIDE REQUIRED CRAWL SPACE VENTILATION PER IRC R408.1 -MIN 1 SF PER 150 SF I 12 RESERVED 6 10 I I I 13 RESERVED y I I I 14 RESERVED ISSUE/REVISIONS ` j I I i 15 EXISTING CLOSED RISER STAIRCASE AND HANDRAIL: N0, DATE ISSUE 3 i i i I PER IRC R311.7 W/NYS SUPPLEMENT 1 10-27-23 FILE FOR PERMIT I I I I I I --------------------J 16 2 11-27-23 BD COMMENTS I I I I I I � I I L------------------------------------------------------- J I 17 n, ----------� -1 • uP 11 11 19 NEW STRUCTURAL POST:SEE STRUCTURAL q DRAWINGS FOR ADDITIONAL INFORMATION •; 20 I AIR ' 21 MECHANICAL ROOM LL:BOILER O o EXISTING 2X10 F.J.@ 16"OC � X � o LAUNDRY ROOM I CRAWL SPACE Zco ® X w� x a WH Lu 9 W z r X wl LL11 Ex EXISTING DROPPED BEAM ' e1N -------� T 11 r 11 �— OIL TANK I I " t vo -- -- -40 I LL: -- -- o 5 --L-- x t-7 -------t ------------------- —- NZ -- I Additional--XUP Certification 2 W 15 May Be Required, -40 I EXISTING EGRESS WINDOW: a ANDERSEN 400 SERIES -TW 3046(3'-2"w X 4'-9"H SYMBOLS -LOW-E GLAZING 2 PROPOSED 2x FRAMED WALLS: REFER TO 2 SCHEDULE BY STRUCTURAL ENGINEER EXISTING 2X FRAMED WALL TO BE: REMOVED '..'. !'. PROPOSED POURED FOUNDATION WALL - - - - - LINE ABOVE ---------- LINE BELOW -- -- GUIDE LINE/CENTER LINE PROJECT TITLE: < KOCH RESIDENCE 30 30 30 X ELEVATION TAG 735 MAJORS POND ROAD x ORIENT NY, 11957 X.XXX SECTION TAG SHEET TITLE: x PROPOSED BASEMENT/ FOUNDATION PLAN x X_�X X INTERIOR ELEVATION TAG PROPOSED BASEMENT FLOOR PLA , X it 1'- " - x DATE: PAGE: SCALE,4 = 0 �' xx DETAIL MARKER XX EXTERIOR DOOR TAG A-1 00 SCALE: XX WINDOWTAG AS NOTED O INTERIOR DOOR TAG SHEET NOTES FIRST FLOOR NOTES: REFER TO PLANS BY DILANDRO ANDREWS ENGINEERING FOR ALL STRUCTURAL DETAILS, NOTES, BEAM SIZES ETC. ALL SLEEPING AREAS TO RECEIVE SMOKE DETECTOR PER IRC R314.3 . SMOKE DETECTORS AND CARBON MONOXIDE DETECTORS SHALL BE PLACED MIN (1) PER FLOOR AND MIN 3'-O" FROM e A-30 -30 -30 EACH BATHROOM EXTERIOR LIGHTING SHALL BE PROVIDED @ EVERY t40'•72' EXTERIOR DOOR FLOOR PLAN KEYED NOTES POWERS HANCOCK DESIGN` PO Box 400 NEW-0" O FINAL SELECTION ENGINEERED WITH WOOD FLOERRING:COORDINATE South Jamesport, NY 11940 ........... ... . ..... ..................................................................................................................................................................................................................................................-..................................... .... .............................................................................................................................................................................................................. ..... .... NEW TILE FL - _ � OORING.COORDINATE FINAL SELECTION - - WITH OWNER/ARCH __.___. _._......._... ..._............... ____.. ______......_..........._.._...-.........._................._......____-.__........_.._........_..----..___..._......._.................._.........._.-----------.___...__............._..._.._._...... _.... ....._._..................................................................-...DECK -........................................--..................................................................... ..._.._... -- --- FULL HEIGHT TILE WALL SHOWER F 3 S E1 tea' ............................. . � f ® IPE WOOD DECKING:WITH CONCEALED EALED FASTENERS - ............... ------................................ ........... .......... ........... ..................................... .......... .......... G 0 EXTERIOR WOOD STAIR: :�,sA � .......................__......................................._......................................................................_....................................................................._...._..._...._......................._..............................................._......_....................._......................._......._._......__.-....__. O KITCHEN CABINETS: REFE R TO INTERIOR ELEVATIONS R FURTHER DETAILS LD HOT TUB:COORDINATE FINAL SPECS WITR70WRER— a _..__........._.-...__ __......... _ PROPOSED HOT TUB SPECS: 7� SELECTED HOT TUB-TO BE INSTALLED FLUSH WITH ......._.......__......_.............................._........................... _..........._...................._......................... MANUF.ENVOY;HIGHLINE COLLECTION DECKING SIZE:8'-4"XT-7"X38" -___._..__-.-._-- --_-- 5 ....................-................................................ ..................... ............... FRESHWATER SALT READY SYSTEM 8 FLAT CEILING:SEE REFLECTED CEILING PLAN ------ ----------------- ^— -�� 9 CATHEDERAL CEILING:SEE REFLECTED I ................................................ ................................... ............................-....................................................................... C CEILING PLAN .............._.........................._................_.._._.__........................................._..._.............................................................................._.._................._................... ...................._..........................I..............._............. ....._._........._.._.. __....._._...............-...._._........_....._......_..._.._.....__........................1 ENCLOSED PORCH _.._... _._.....__._.____ _....._......._..___...........__.—___.......___..___..............__ I 10 COORDINATE FINAL DIMENSIONS OF PRIVATE DECK ---.....__...._..._.._.� WITH OWNER SELECTED HOT TUB&LOCATION LU 17 ............................. F- - F- - - —.--.-- -- _T----i 11 FLOATING BENCH: IPE TO MATCH DECKING ------ -I-------I I I I I --............................. .................._........................-_-............_....._..._..........................._....._._...................... ......................................................... I 12 BUILT-IN MILLWORK ELEMENT: ALIGNI I .................................... _...._......_....__._....__.......__......................_.._..........._.._.._................................_.....____-. OUTDOOR - HOTTUB __•_.__.____ RWATE-DECK O REFER TO INTERIOR ELEVATIONS o r ........... 4 1 ISSUE/REVISIONS I I I BBQ � O _....._ ....__.._............_.._..................._._......... _ 8'X8' I I I I - .................................................... .. �1 13 WOOD BURNING FIREPLACE:COORDINATE FINAL DIMS —____.__.__._- w/SELECTED UNIT DATE ISSUE EX I DECK , _ L _. .. ..._ ......._� ❑ I I i -........... _............._._...._....... ......_..................................................................... 20 .........................................................._........_.._.._.....---._-_-_-_-_____.._._..-_..........._............_.._._........_....._....� STONE HEARTH :COORDINATE FINAL DIMENSIONS _._____ 14 1 10-27-23 FILE FOR PERMIT . I I - --- W/FINAL SELECTED UNIT EQUALEQUA � _. _....._..._._....._____.__._..__.........._.._.._._........__._._.______..._._.............._......_....__.._..._... II- ...............................................................................................__......................................................................................... ................................................................................................................._.................._............................._............................................... E \ -- ALIGN _ _ _ — — _ ........ _....... ................._._........._......................_........_.._.............._....._.............__.................I 15 EXISTING CLOSED RISER STAIRCASE AND HANDRAIL: S 2 11-27-23 BD COMMENT F \ 117 ........................................ 113 ......................................................................................................................................................... ........................................................................ C ................................ ............._............._.__._...._..................._... PROTECT AS NECESSARY I _ / - � � -- Z 16 P LY WOOD @DOOR SILLS TO SINK SILL 12 Ij I pW I 000 I I I a'0' --- 6.14" 1, 1 c� I 22 I I I I I I EQU L EQUAL 4 S 7q 15'•6" 16 52' a 4'-10" _ r-11" I o00 _� I I 8 MASTER I SHOWER ,. 17 EXISTING NO CHANGE ---- ---- ------------ - - • RtG i I BATHR00 27 2 3 8 Z , ; III i I I 28 m ❑ 18 EXISTING WINDOW WELL BELOW KITCHEN 23 2 8 29 16 g 3?^ V' O NEW STRUCTURAL POST:SEE STRUCTURAL I I 25 8 — s'•1o" 2 6'•0" 19 DRAWINGS FOR ADDITIONAL INFORMATION 111 I I w I I t2'-1-' *11'•82" ; p_10^ __ ________________�_____I DINING ROOM '" 116 115 114 Q ROOM o MASTER BEDROOM a i I 10 6" 3 I LAND i LU 1 8 O ''< ---J 2 8 0' 1 9 20 OUTDOOR BBQ: PROVIDE U.G.GAS LINE FOR BBQ LL I 05 06 z /41 M � CLOSET: 1 ROD, 1 FIXED SHELF ------------- GARAGE ' o ENTRY r ----� ----J n I -� - HALLWAY ANTE-CHAMBER I I-- — — — — — — — — — — — — — — — — — — — '.' 0 22 PROVIDE OPENING FOR DOG DOOR 17 O oa 1 8 23 OWNER PROVIDED VANITY ONN %` 107 08 - - - - - - - - - - - - - - - - - - - RE D NWINDOW r ------ ----------------- 19 '" 107 108 109 EQUAL EQUAL EGRESS CODE COMPLIANT 4 L__J L___J L-- W/0 rl ' l03 I. 0-�I COORDINATE MULLED UNIT WITH ARCHITECT:MAX 8'-7" — — — - - - - - - - - I;zl CLEANING r CLOSET 25 0 HER CLOSET HIS CLOSET 25 R O FOR(3)WINDOWS o ' , WALK IN CLOSET: SHELVES&RODS BY OWNER o 0 ^N0 0 T-6" i i 32, i = z" ------ j 26 �, 26 I il- TII. ¢a �I OWDER L - I $ 3.1 ------ o r 27 TEMPERED GLASS VESTIBULE, I 102 P ROOM ; J SHOWER __ I ❑q I I U 2 ----- /.' / _,. ./ `'r" ✓r % r% > l;'..:.� 28 SHOWER(CURBLESS): FLOOR JOISTS DROPPED @ � ,. ;, - 3 J THIS LOCATION REFER TO STRUCTURAL DRAWINGS T 101 23 29 11 112 29 RECESSED SHOWER NICHE 0 1 EX I lol `�?... W/D ---- 24 40 24 _ COVERED o= _ z I ENTRY r ------ o v % 30 RECESSED MEDICINE CABINET w o z ------ 0� w ' o F 17 I O m ------ 31 RESERVED r I 18 11 11 ______ 32 SHOWER BENCH SEAT: G EST BEDROOM/OFFI E rQ LIVING ROOM 5` STONE SLAB TO SELECT BY OWNER - - 1 8 -- UP 1 8 �` 33 ELECTRIC RADIANT FLOORING @ BATHROOM UP `^ 2 *32" t *16'-9"EXISTING F.V. -40 *16'•1q"EXISTING F.V. Y \ QUEEN ^ �a 1 tttYYY SYMBOLS WOOD BURNING FIREPLACE hY� n � PROPOSED 2x FRAMED WALLS: REFER TO r/ V� E BY STRUCTURAL ENGINEER �, n " SCHEDULE t EXISTING 2X FRAMED WALL TO BE 24 24 24 24 -` n - - - - - REMOVED EQUAL T•3" T•3" T•3" EQUAL EQUA_ EQUAL 3'-8" Q\�, \ „1/ EQUAL 10'-6" EQUAL 2" . r v \•/✓w r °`.'.:::...;; PROPOSED POURED FOUNDATION WALL *34'•12'EXIST F.V. C 30'-0"PROPOSED ADDITION C 9'-6"PROPOSED ADDITION — — — — — LINE ABOVE . • �� ---------- LINE BELOW 0 -- -- GUIDE LINE/CENTER LINE PROJECT TITLE: 1 KOCH RESIDENCE tr X -30 x, ELEVATION TAG 735 MAJORS POND ROAD ORIENT NY, 11957 "" x SECTION TAG x SHEET TITLE: X X-� X INTERIOR ELEVATION TAG PROPOSED FIRST FLOOR PLAN W PROPOSED FIRST FLOOR PLAN x 1 X DATE: PAGE: SCALE:4" = 1'-0° �" Xx DETAIL MARKER X-X EXTERIOR DOOR TAG SCALE: A- 1 01 X-X WINDOW TAG AS NOTED OINTERIOR DOOR TAG ROOF BELOW — — — — — — — — — — — — — II II II II II II II II II II �1-- 10d-12(EXIST1V.J_ 111_ POWERS HANCOCK DESIGN F - - - - - _ - - � - i South Jamespor , NY 11940 EXISTING RIDGE — — — — — NEW RIDGE I I NEW RIDGE �?,ED ARC �Qr1ERGA 0 0 vo{ I I I I 10.5:12(MATCH EXISTING) EXISTING RIDGE I I * U I� ±5:12 II I� � I it I ISSUE/REVISIONS NO. DATE ISSUE 1 10-27-23 FILE FOR PERMIT 1 PROPOSED ROOF PLAN. 8 — ROOF NEW 4 V. T. R. L EXIST 4" V. T. R. I NEW 4" V. T. R. I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I ATTICI I I I I I I I I I I I I I I I I I --------------------- I I I I I I I I I I I I I I I I I I I I I I I i I I I I I /, I I I I `�t , I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I SECOND FLOOR I I I I I I I I I I I I I I i I I I I I I I I I I I I I I EXIST BATH I I I I I I I I I I 2" ----------r -----r--------------------- i--------------------- �- - I I I I I u I I I n I I I I NOTE: DRYER VENT ; ;-------------------- I2 i I2�� 1 I2 11211 I2ll Jill i I2ll I TO EXTERIOR I I lui � lu i u i n I I2 I II2 I Il 2 II2I I I I I I I I I 0 0 00 I oF" I I I I I I I I I I FIRST FLOOR FD w 12" �W PER PER PER MFG 2„ 2n 3n Jill Jill 12n 3u 2 MFG MFG �J CO I2�� Jill CO KITCHEN 311 MASTER BATH PROJECT TITLE: TO SEPTIC LAUNDRY PWDR ROOM KOCH RESIDENCE SYSTEM — ROOM 735 MAJORS POND ROAD DESIGN BY OTHERS ORIENT NY, 11957 SHEET TITLE: ROOF PLAN BASEMENT PLUMB RISER DIAGRAM DATE: PAGE: PLUMB RISER DIAGRAM A-1 SCALE: 02 AS NOTED 77771 a SKY EXPOSURE PLAN OFF PAGE MAXIMUM HEIGHT(EXISTING) . POWERS HANCOCK DESIGN SKY EXPOSURE PLAN OFF PAGE PO BOX 400 — - — .............. South Jamesport, NY 11940 12 - - _ TOP OF PLATE @ REAR DORMER .t�REQ' ---......._....._..._.. ..._.__.._..._.. ._... ............ . ....... .................. .......... -- ----- ---- - ._._._......._............_... ------- - - - fi +10.5 ...........__...................... ..................._...._._...._......__.......................... ........._...................._.._ ......_............................- ----- -- -- ---- ..........._._._._.._... -- - -..__._.._._.. _......._.._._......_...._._.._..._._..----......__....---.. ....._.. _....... ..._. ........ _.... .. _.._... ................_.._...._...... 1 -- ---- _ _...............--- -- ---- -- ---------- ---- .........-..__... _. ..... .............. -.........._._...-- EXIST 1 EX T OX ---—....— IUD Z ............._.....----- --........................ ......_ . ................ ........ .. _.... ........ . ._.. ... .. ................._._................_...__...-- -.._ _._.—._— _— . _ _ ._... - --—--- —.—._........_..._.......... ---........................-------------------- ----.........-_........._ Lu --- TOP OF SUBFLOOR @SECOND FLOOR - 11 IT 11 115 / \ 17 �� ;' 18 \ 7' 19 \ III ITI aml4 Mill a DODOilu 1 3 1 4 1 5 1 6 1 � 1 1 1 2 ISSUE/REVISIONS O � C� O ❑ 0 � 0 _ _ _ _ _ I N0. DATE ISSUE I 1 10-27-23 FILE FOR PERMIT ull U I mlTOP OF EXISTING SUBFLOOR @ FIRST FLOOR 1 F=7 M EX. - - - 1 - - - - - - - - - - ELE. +0'-0" (DATUM) 2 11-27-23 BD COMMENTS II II I I I I II II II II II i II 111111 1 I II 11 IT II 11 IT II I II II II II I II ELE. + IT-0"(ACTUAL) 3 6 3 3 Ir EXISTING GARAGE TO REMAIN ENTRY.ADDITION EXISTING DWELLING TO BE RENOVATED PROPOSED ADDITION PROPOSED ADDITION Ir ELEVATION NOTES OROOF:NEW ASPHALT SHINGLES COLOR:CHARCOAL OSIDING: NEW 18"RED CEDAR SHINGLES EXPOSURE: 5-1/2"(TYPICAL) PROPOSED FRONT (WEST) ELEVATION 3 ACCENT SIDING:CLEAR CEDAR T.G.VERTICAL SIDING 4 I EXPOSURE: 5-1/2"(TYPICAL) SCALE: 4" = I'-0" ® WINDOW TRIM:5/4x4 PVC COLOR:TO SELECT FASCIA: 1x8 PVC COLOR:TO SELECT © DECKING: IPE(WOOD)-or SIMILAR CONCEALED FASTENERS ODECK SKIRTING: CLEAR CEDAR T.G.VERTICAL SIDING EXPOSURE:5-1/2"(TYPICAL) ® NEW DOG DOOR-COORDINATE FINAL DIM.W/OWNER ®MAXIMUM HEIGHT(EXISTING) PARGE EXPOSED FOUNDATON_ _ _ — --- Q 10 NEW FASCIA DETAIL @ EXISTING GABLE ENDS _ 11 BLIND FLASH EXISTING CHIMNEY:CONTRACTOR TO F.V. EXISTING SKY EXPOSURE PLAN OFF PAGE 12 CONDITION, PROVIDE STEPPED FLASHING AS NEEDED TOP OF PLATE @ REAR DORMER 12 - ±10.5 D ___ _ � SKY EXPOSURE PLAN OFF PAGE AIL l 2 " TOP OF SUBFLOOR @SECOND FLOOR i III i 1 3 CIF�, Ct 5 i I HIT HIT PROJECT TITLE: tt KOCH RESIDENCE u 735 MAJORS POND ROAD 0 TOP OF EXISTING SUBFLOOR @FIRST FLOOR LUL- LLI© Y \ ORIENT NY, 11957 . 07'0"(ACTUAL ELE + 1 ) EX. SHEET TITLE: PROPOSED ELEVATIONS PROPOSED ADDITION PROPOSED ADDITION EXISTING DWELLING TO BE RENOVATED EXISTING SCREENED IN PORCH TO REMAIN EXISTING DWELLING TO BE RENOVATED EXISTING GARAGE:NO CHANGE DATE: PAGE: PROPOSED FRONT (EAST) ELEVATION SCALE: A-201 2 _ AS NOTED ill 4 - I 0 ELEVATION NOTES O ROOF: NEW ASPHALT SHINGLES MAXIMUM HEIGHT(EXISTING) COLOR:CHARCOAL - - - - - SKY EXPOSURE PLANE OFF PAGE 2 SKY EXPOSURE PLANE OFF PAGE A SIDING: NEW 18"RED CEDAR SHINGLES EXPOSURE:5-1/2"(TYPICAL) ACCENT SIDING:CLEAR CEDAR T.G.VERTICAL SIDING 12 lz EXPOSURE: 5-1/2"(TYPICAL) EXIST.1� I� EXIST. O WINDOW TRIM:5/4x4 PVC 4 COLOR:TO SELECT OFASCIA: 1x8 PVC COLOR:TO SELECT ' © CONCEALED FASDECKING: IPE OOD)-S or SIMILAR TOP OF PLATE @REAR DORMER , DECK SKIRTING:CLEAR CEDAR T.G.VERTICAL SIDING POWERS HANCOCK DESIGN EXPOSURE:5-1/2"(TYPICAL) PO Box 400 NEW DOG DOOR-COORDINATE FINAL DIM.W/OWNER South Jamesport, NY 11940 --�,- \12J5 O PARGE EXPOSED FOUNDATION NEW FASCIA DETAIL @EXISTING GABLE ENDS .tFRIDR � •A �` N ' ' 11 BLIND FLASH TOP OF SUBFLOOR @SECOND FLOOR — — 12 EXIST— y EXISTING CHIMNEY:CONTRACTOR TO F.V. EXISTING r 12 CONDITION, PROVIDE STEPPED FLASHING AS NEEDED I 1 I I i I p i1 TOP OF EXISTING SUBFLOOR @ FIRST FLOOR ELE. +0'-0" (DATUM) 1 I IIII Hill 11 111111 lill 11+#1411 11 I I I ELE. + IT-O"(ACTUAL) III ISSUE/REVISIONS PROPOSED COVERED NO. DATE ISSUE EXISTING SCREENED IN PORCH TO REMAIN EXISTING GARAGE TO REMAIN PORCH 1 10-27-23 FILE FOR PERMIT 2 11-27-23 BD COMMENTS PROPOSED SIDE (NORTH ) ELEVATION 111 _ I II SCALE. 4 - I -0 SKY EXPOSURE PLANE OFF PAGE A SKY EXPOSURE PLANE OFF PAGE A MAXIMUM HEIGHT(EXIS 1 12 Q±5 EXIST LJ -- 1 10 ` 1 TOP OF PLATE @ REAR DORMER — JI 10 12 11 u 1 ±10.5 5 MATCH EXIST. 12 i I 2 Z 1 W EXIST 8 :o TOP OF SUBFLOOR @SECOND FLOOR I 10 I 2 I 1 I I I I 1 0 I N I 1 1 I 1 6 I B I I TOP OF EXISTING SUBFLOOR @FIRST FLOOR 7 ELE. +0'-0" (DATUM) ELE. + IT-O"(ACTUAL) 9 Y I I. I I I EXISTING DWELLING TO BE RENOVATED PROPOSED ADDITION PROPOSED RAISED WOOD DECK Ir PROJECT TITLE: KOCH RESIDENCE 735 MAJORS POND ROAD ORIENT NY, 11957 SHEET TITLE: PROPOSED ELEVATIONS PROPOSED FRONT (SOUTH ) ELEVATION 2 " 111 _ SCALE 4 ,- „ DATE: PAGE: . - I 0 SCALE: A-202 AS NOTED \ ` 12 \ Q4 �i \ 12 \ r BOTTOM OF CEILING JOISTS — — — ±10.5 ` \ POWERS HANCOCK DESIGN N � s� ----------- PO Box 400 w-N 2 South Jamespor , NY 11940 \ A401 EXISTING TOP PLATE @MAIN GABLE _ BEDROOM BEDROOM \ 5�' ATTIC '.p� �i'--- i TOP OF SUBFLOOR @_SECOND FLOOR 12 NEW C.J. NEW C.J. 1 •S�'R � TOP PLATE FIRST FLOOR EXIST. F.J. J EXIST. F.J. 2 1 I �15 G A 1 —I ---- iI NU C.J. 1 IUryNpr h I 1 I z X " 1 I F- W —�� LIVING ROOM DINING ROOM +' I I ilk I I 1 I TOP OF EXISTING SUBFLOOR @ FIRST FLOOR ENTRY I PORCH ELE. +00'-0" (DATUM) ELE. + 17'-0"(ACTUAL) S- t " NEW D.J. EXIST. F.J. 5__� EXIST. F.J. NEW F.J, I 1 I z N ISSUE/REVISIONS CRAWL SPACE �� ____m W_______ �� N BASEMENT 3 NO. DATE ISSUE BASEMENT ." ' 1 10-27-23 FILE FOR PERMIT x 2 11-27-23 BD COMMENTS W 16 BUILDING SECTION @ LIVING ROOM BUILDING SECTION @ ENTRY A 111 II B III _ I it 2 SCALE. 4 = I -0 SCALE. 4 - I -0 LIGHT WEIGHT HINGED METAL GRATE THICK THERMAL BLUE STONE CAP----- ---------------------------------- ------ ' 7. Iz GRADE A401 40�j —" 12 ;r ' .°. BITUMINOUS WATER PROOFING r \ I WELL AREA MIN. 9SF PER TOP PLATE @ MASTER BEDROOM ADDITION R310 i I � I I ' '•• . .2(MIN) i I TOP PLATE @ HALLWAY-ALIGN w/MSTR. BED. E I I I NEW. C.J. 3'-0"MIN. FINISH 4' NEW ANDERSON 3046 I I I WINDOW I I I a PROVIDE STUCCO VENEER ON 3 1 I I EXPOSED SURFACES AT 1 I I EGRESS WELL / 1 I I I 1 I I I ••'� • 1 I I I ° o I I w ` ` • FND TYPICAL BASEMENT SEEN WELL STRUCTURAL I I o = DRAWINGS FOR ADDITIONAL INFO. j BASEMENT MASTER BEDROOM z •, MIN 12"GRAVEL-TOP=6"BELOW Ao ERMANENTLY INSTALLED ' WINDOWS SILL STEEL LADDER a. TOP OF EXISTING SUBFLOOR @ FIRST FLOOR I I I I 6"DRAIN WITH COVER ELE. +0 0 (DATUM) — — - I TOP OF EXISTING SUBFLOOR @FIRST FLOOR — CONNECT TO DRYWELL i ELE 170 (ACTUAL)+ I ELE. (A+0'-0" (DATUM) NEW ELE. + 17'-0" CTUAL) 1 . F.J. ° I I I I + 0 ° + ;; I I I I a •. •• CRAWL SPACE I 1 I y sw v I I I + I ¢ o I I I I s o 0 I +, I Z I I I I CRAWL STEP FOUNDATION PER / .: •" �) ____r- • <r_ __——_____ I I I I f — SPACE STRUCTURAL PLANS z ..: To oRv�4E�L A. o TOJECT TITLE: •�' ••p'°•' •�! SEE STRUCTURAL DRAWINGS FOR FOOTING KOCH RESIDENCE __ I I _ C• d d AA* / . INFORMATION ) 735 MAJORS POND ROAD EXISTING FOUNDATION •,.•.f. ;a ; : ORIENT NY, 11957 �kET TITLE: SECTIONS SECTION @ MASTER BEDROOM ADDITION c D SECTION THROUGH MAS ER BEDR00M ADDI ION EGRESS WINDOW DE AI LATE: PAGE: SCALE. 4l = E ill =SCALE: SCALE: I'-0" 1 A-301 SCALE: AS NOTED MIN 2'-0"ICE AND WATER SHEILD FROM EXT. FRAMED WALL / \ TYPICAL ROOF CONSTRUCTION: SEE TYPICAL WALL SECTION 8 STRUCTURAL PLANS 8 DETAILS FOR ADDITIONAL INFO \\ 12 0 \ SEE co \\ ELEVATIONS FOR ROOF PITCH TYPICAL ROOF CONSTRUCTION: P 2 Ol�Q-�JL I.LIFETIME ASPHALT SHINGLES POWERS HANCOCK DESIGN �O C.)� \ 2.30#BUILDING FELT PAPER• \ 2.1 ICE 8 WATER SHIELD ALL EAVES AND VALLEY(MIN 12 PO Box 400 \\ 24'FROM FINISHED WALL)UPON - SEE \ 3.J'APA RATED PLYWOOD SHEATHING \ 4.ROOF RAFTERS(REF.STRUCTURAL PLANS) - ELEVATIONS \\ 5.C.C.SPRAY FOAM INSUL.IN CAVITIES-REFER TO FOR ROOF PITCH South Jamesport, NY 11940 \ THERMAL ENVELOPE DIAGRAMS FOR INSUL.'R'VALUES \\ 6.5/8'THK.GYP.BD.CEILING(PAINTED-TO SELECT) Uj \\ 7.PROVIDE SOLID BLOCKING BETWEEN RAFTERS @ TOP PL. �h Q ED C �4 �\�OP ER G A Of PL. @MASTER BEDROOM AS PER STRUC.PLANS --- - ------ ---- BA-T INSULATION IN CAVATIES-SEE THERMAL * U ° ? N ENVELOPE DIAGRAMS FOR R-VALUES ETC. .I� 3 i IYP.LEDGER AS PER STRUCTURAL DRAWINGS SOLID BLOCKING BETWEEN RAFTERS -OP PLATE TO ALIGN W/T.O.CEILING JOIST LI NE E OF EXIST IST FL.TOP PLATE BEYOND GATT INSULATION IN CAVATIES-SEE THERMAL 04348a q O ENVELOPE DIAGRAMS FOR R-VALUES ETC. C.J.AS PER STRUC.PLANS I I TYPICAL OVERHANG CONSTRUCTION: VENTED PVC V-GROOVE SOFFIT- OR TO SELECT BY OWNER 1.2'X6'RAFTER TAILS 2'X'SUB FASCIA 2.2'x6'SUB FASCIA TYPICAL LEDGER 8 MTL.JOIST HANGER 2'X8'FASCIA 3.I'X8'PVC FASCIA-PAINTED SEE STRUCTURAL PLAN FOR ADDITIONAL 4.I'X V-GROOVE PVC SOFFIT INFORMATION 5.HALF-ROUND GUTTERS-COLOR/MATERIAL TO SELECT HEADER AS PER STRUC.DRAWINGS ISSUE/REVISIONS NO. DATE ISSUE 1 10-27-23 FILE FOR PERMIT TYPICAL EXTERIOR WALL CONSTRUCTION: I.SIDING:(SEE ELEVATIONS) 2.WRB:'VAPORSHIELD SA'RAINSCREEN 7MIL 3.SHEATHING: CDX PLYWOOD SHEATHING PER SCHEDULE 4.WALL FRAMING:WD.WALL STUDS(SEE STRUC.DWGS) 5.INSULATION:HIGH DENSITY BATT INSULATION IN CAVITY MASTER 5.INT.FINISH:'THK.GYPSUM BD.(PAINTED)INTERIOR BEDROOM III TYPICAL FIRST FLOOR CONSTRUCTION' TYPICAL FIRST FLOOR CONSTRUCTION: 1.FINISHED FLOORING TO SELECT BY OWNER UPON SEE TYPICAL WALL SECTION 8 STRUCTURAL 2,3/4'APA RATED PLYWOOD SUBFLOOR-SEE STRUCTRUAL DRAWINGS DRAWINGS FOR ADDITIONAL INFORMATION II 3.FLOOR JOISTS AS PER STRUCTURAL DRAWINGS 4.RIM JOIST TO MA.DEPTH OF F.J.-AS PER STRUC. 5.CLOSED CELL SPRAY FOAM(REFER TO THERMAL ENVELOPE DIAGRAM) VERTICAL SIDING AS PER ELEVATIONS- 1/2'P.T.PLYWOOD EA.SIDE 2'X4'P.T.WD.STUDS @ 16'O.C.w/SINGLE TOP OF IST FLOOR SUBFLOOR P.T.TOP PL AND P.T.BASE PLATE - - ------ - - -- - —-- ALIGN W/EXIST. -- - II N N J O U III cy 2' o N D.J.AS PER STRUC.PLANS LL. U: w F.J.AS PER STRUC.PLANS d• ° ° ° T.O.POURED CONC. C.C.SPRAY FOAM N ° ——————————— _— d FOUNDATION WALL FLUSH BEAM-SEE STRUCTURAL PLANS P.T.POST-SEE STRUC.PLANS FOR d ° ADDITIONAL INFORMATION , °• d ° d d ARISE EXPOSED • ° , ° CONC.WALLS d. ° FINISH GRADE: ° e PITCH AWAY FROM HOUSE ♦ , . ° d • ° ° - - - ° .d *° ° Zo ° d° / °` CONC.STRINGER PAD-SEE STRUCTURAL ° ° ° °d DRAWINGS FOR ADDITIONAL INFO ° a , y REFER TO STRUCTURAL DRAWINGS FOR ALL . d °d / FOUNDATION.FRAMING 8 UPLIFT • ° d d . TYPICAL POURED CONCRETE FOUNDATION WALL d ° ° d ° CONSTRUCTION. .. ° , d d< FINISH GRADE: / SEE TYPICAL WALL SECTION 8 STRUCTURAL PLANS 8 d PITCH AWAY FROM HOUSE °d d ° DETAILS FOR ADDITIONAL INFO •d. , d'° ° d ° • e a • .d / ° / TYPICAL CRAWL SPACE SLAB CONSTRUCTION d • e•d , e d° d d • . SEE TYPICAL WALL SECTION 8 STRUCTURAL PLANS 8 DETAILS FOR ADDITIONAL INFO d . • ° / TYPICAL POURED CONCRETE FOUNDATION WALL $ ° • / d • . ° • d .e CONSTRUCTION: d ° d ° ° d d CRAWL ° , TYPICAL PORCH FOUNDATION CONSTRUCTION. .,d , • ° ° I.2'DRAINABLE RIGID INSULATION(BELOW GRADE)(R-10) ° 2.BITUMINOUS WATERPROOF LAYER @ EXT.FOUND.WALL d ° • SPACE °,d • / SEE STRUCTURAL PLANS 8 DETAILS FOR ADDN'L INFO ° d 3.PROVIDE TERMITE SHIELD AND SILL SEAL AT SILL PLATE(S) d c CRAWL ° n < / 3.REINFORCED POURED CONCRETE FOUNDATION WALL AS PER • ° ° • ° • e° STRUCTURAL PLANS BY OTHERS d SPACE d G ° ° ° d . • ° ° / TYPICAL CRAWL SPACE SLAB CONSTRUCTION: ° ; d • .d ° • ° ° ° / °d° ° ° °• ° d ° 1.2'POURED CONC.RAT SLAB(SEE STRUCTURAL PLANS) ° ° ° , A • .d ° M d d d ° < < 2.10 MIL.POLY VAPOR BARRIER • ., , ° , d" ° , d e • e 3.8'CRUSHED STONE DRAINAGE LAYER d° . • ° ° ° / °° ° ° . ° y _ ° - ° d • ° � • ' TYPICAL P.CONC.CONT.FOOTING CONSTRUCTION: , 4 d • o° ° ° ° d ° d 1.REFER TO STRUCTURAL DRAWINGS n d ° ° a ° ` a d d 2.STEP FOOTING TO ALIGN W/B.O.EXIST.FOOTING ° °• ° ° d .e • 8 e° • . ° d° ° d ° e d d °d ° 4. ° REFER TO STRUCTURAL DRAWINGS FOR ALL / FOUNDATION,FRAMING 8 UPLIFT d ° . d ° ° • d e ° �t J CONNECTIONS d d ' 1 �!i �`'' l/ PROJECT TITLE: d J�4 )v 1d,J�� . // • ° ♦d d J = 1 KOCH RESIDENCE l d d a ° . � ; `� 735 MAJORS POND ROAD �� G • n ,° � ORIENT NY, 11957 �7 ) n � '!i"� � FOOTING DRAIN ///"`✓ / lI) /1 1 °d ° • ° e d ° ',' / v CONNECT TO DRYWELL �� d �( ° SHEET TITLE: KA SECTION DETAILS d • • ° ° dy , ° • . d ° •• ° 4 A DATE: PAGE: d ° . y TYPICAL WALL SECTION DETAI L @ NEW IST STORY = TYPICAL COVERED PORCH DETAIL d ° ° 4 SCALE: 1-112" = 1'-0" ° 2 • d ad , d ` SCALE: I-1/2" = I'-0" SCALE. A-401 AS NOTED GENERAL NOTES 22. THESE DRAWINGS AS INSTRUMENTS OF SERVICE ARE AND SHALL REMAIN THE 5. DETAILING OF CONCRETE REINFORCEMENT AND ACCESSORIES SHALL BE IN 2. SHEATHING PANELS FOR FLOORS, ROOF, AND WALLS SHALL BE APA RATED STEEL DECK NOTES PROPERTY OF THE ARCHITECT OR ENGINEER WHETHER THE PROJECT FOR ACCORDANCE WITH ACI PUBLICATION 315,LATEST EDITION. SHEATHING, EXPOSURE 1, WITH A MINIMUM SPAN INDEX RATING OF 32/16. SEE 1. THE STRUCTURE IS DESIGNED IN ACCORDANCE WITH THE NEW YORK BUILDING WHICH THEY ARE MADE IS EXECUTED OR NOT. THEY ARE NOT TO BE USED ON ARCHITECTURAL PLANS FOR THICKNESS. l. STEEL DECK SHALL BE DESIGNED, FABRICATED, AND ERECTED IN CODE 2020. ALL WORK SHALL CONFORM TO LATEST N.Y.S. BUILDING CODE AND ANY OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT EXCEPT BY 6. SPLICE TOP BARS AT MID-SPAN ONLY AND BOTTOM BARS AT SUPPORT ONLY 3. SHEATHING PANELS ON FLAT SURFACES SHALL BE INSTALLED WITH FACE ACCORDANCE WITH THE CURRENT SPECIFICATION OF THE STEEL DECK AGREEMENT IN WRITING AND WITH APPROPRIATE COMPENSATION TO THE UNLESS OTHERWISE NOTED. ALL REINFORCING SHALL LAP 36 BAR DIAMETERS GRAIN PERPENDICULAR ACROSS SUPPORTS AND CONTINUOUS OVER TWO OR .a., ALL RULES AND REGULATIONS. ARCHITECT OR ENGINEER. MINIMUM AT SPLICES UNLESS OTHERWISE NOTED. MORE SPANS. PROVIDE 1/8" SPACE BETWEEN PANEL EDGES PARALLEL TO FACE INSTITUTE. ` ` ;N " Di La nd ro /GRAIN , 116" SPACE BETWEEN PANEL EDGES OVER SUPPORTING MEMBERS. „ , ,, ... : `I 2. ALL FLOOR LIVE LOADS ARE IN ACCORDANCE WITH SECTION 1607 OF NEW 2. COMPOSITE FORMED STEEL FLOOR DECK TO BE 2 DEEP, 20 GAGE (UNCOATED Andrews ews YORK STATE BUILDING CODE 2020. 23. CONTRACTOR OR OWNER SHALL OBTAIN ALL REQUIRED APPROVALS, PERMITS, 7. REINFORCING STEEL COVERAGE SHALL BE AS FOLLOWS (SEE SECTION 20.6.1 STEEL THICKNESS = 0.0358"), GALVANIZED (G60 COATING), UNITED STEEL DECK 3. THE PROPOSED STRUCTURE HAS BEEN DESIGNED TO WITHSTAND THE WIND e n g i n e r i n g CERTIFICATES OF OCCUPANCY, INSPECTION APPROVALS, ETC., FOR WORK ACI 318,FOR CONDITIONS NOT NOTED)UNLESS NOTED OTHERWISE IN PLANS. 4. FLOOR SHEATHING SHALL BE GLUED TO SUPPORTING MEMBERS WITH TYPE LOK-FLOOR, COMPOSITE FLOOR DECK AS MANUFACTURED CANAM PERFORMED FROM AGENCIES HAVING JURISDICTION THEREOF,IF REQUIRED. CONSTRUCTION ADHESIVE SUCH AS PL200, LAID IN A CONTINUOUS 1/4" WIDE 158 County Rd. 39, Suite 10 A. FORMED WALL 2 BACKFILL SIDE. /4 FRONT SIDE BEAD ALONG THE MEMBER LENGTH. STEEL CORPORATION, OR AN APPROVED EQUAL,UNLESS OTHERWISE NOTED. PRESSURES SPECIFIED IN SECTION 1609. 24. CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING THE LOCAL BUILDING B. FOOTING 3" Southampton, N.Y.11968 3. FORMED STEEL ROOF DECK TO BE 1-1/2" DEEP, 20 GAGE (UNCOATED STEEL Office: (631)259-3959 4. THE STRUCTURAL COMPONENTS HAVE BEEN DESIGNED FOR THE FOLLOWING DEPARTMENT AT LEAST 48 HOURS PRIOR TO ANY WORK. C. SLABS ON GRADE 3/4" TOP, 3"BOTTOM 5. AT DESIGNATED SHEAR WALLS HORIZONTAL EDGES OF WALL SHEATHING THICKNESS = 0.0358 ), GALVANIZED (G60 COATING)., WIDE RIB, UNITED STEEL D. STRUCTURAL SLABS 3/4" SHALL BE BACKED BY SOLID BLOCKING BETWEEN STUDS TO PROVIDE �� Info@DiLandroAndrews.com LOADS: 25. IF ANY, CONTRACTOR SHALL DISCONNECT, CAP AND REROUTE ANY EXISTING DECK "B" DECK PROFILE, AS MANUFACTURED BY CANAM STEEL DECK, Certificate No.: 0019523 BACKING FOR SPECIFIED PANEL EDGE NAILING. INCORPORATED OR AN APPROVED EQUAL, UNLESS OTHERWISE NOTED. A. FLOOR LIVE LOAD: 40 PSF UTILITY LINES IN AREA OF FOUNDATION WORK AND SHALL USE HAND 8. PROVIDE ADDITIONAL REINFORCING AT ALL CONCRETE WALL OPENINGS, SEE EXCAVATION IN AREAS OF SUSPECTED UNDER GROUND UTILITIES AND DETAILS. Professional Seal 4. THE STEEL DECK SHALL BE SUPPLIED IN MINIMUM LENGTHS AS RE SERVICES. IF ANY LINES ARE BROKEN OR DAMAGED, THE CONTRACTOR WILL REQUIRED TO B. ROOF LOADS: REPAIR AND REPLACE SAME AT HIS OWN EXPENSE AND ARRANGE FOR PROPER 9. WELDING OF REINFORCING BARS, ONLY WHEN PERMITTED BY THE LAMINATED VENEER LUMBER, LAMINATED PROVIDE A "3-SPAN" CONDITION END CLOSURES, ROOF SUMPS, CLOSURES AT INSPECTION OF HIS WORK. STRUCTURAL ENGINEER, SHALL CONFORM TO 7HE AMERICAN WELDING STRUCTURAL LUMBER AND PARALLEL STRAND PENETRATIONS, AND ALL OTHER ACCESSORIES NECESSARY FOR A COMPLETE SNOW: SOCIETY STANDARD DIA-79; BARS SHALL CONFORM TO ASTM A706. INSTALLATION ARE REQUIRED. OCCUPANCY CATEGORY II LUMBER NOTES. GROUND SNOW LOAD,Pg 20 PSF ELECTRODES FOR SHOP AND FIELD WELDING OF REINFORCEMENT BARS SHALL 5. COMPOSITE FORMED STEEL FLOOR DECK SHALL BE WELDED TO SUPPORTING EXPOSURE FACTOR,Cc 1.0 CONCRETE NOTES CONFORM TO ASTM A233, CLASS E90XX. SCHEDULED OR DETAILED 1. LAMINATED VENEER LUMBER (LVL) SHALL BE "MICRO-LAM" AS STEEL WITH 5/8" DIAMETER PUDDLE WELDS AT 12" ON CENTER, UNLESS THERMAL FACTOR,Ct 1.0 REINFORCEMENT SHALL NOT BE TACK WELD FOR ANY REASON. MANUFACTURED BY WEYERHAEUSER, "G-P LAM" AS MANUFACTURED BY THE OTHERWISE NOTED. INTERMEDIATE SIDE CONNECTIONS SHALL BE MADE WITH IMPORTANCE FACTOR,Is 1.0 1. CONCRETE STRENGTHS AND TYPES SHALL BE USED IN THE AREAS AS SPECIFIED GEORGIA PACIFIC CORPORATION OR "GANG-LAM" AS MANUFACTURED BY THE #10 SELF TAPPING SCREWS OR WELDED WITH ] 1/2" LONG WELDS AT A FLAT ROOF SNOW LOAD,Pf 20.0 PSF BELOW, UNLESS OTHERWISE NOTED: 10. DEFORMED BAR ANCHORS SHALL CONFORM TO STANDARD SPECIFICATION LOUISIANA PACIFIC CORPORATION. PARALLEL STRAND LUMBER (PSL) SHALL MAXIMUM SPACING OF 3'4" ON CENTER, UNLESS OTHERWISE NOTED. IN LIEU FOR DEFORMED STEEL WIRE FOR CONCRETE REINFORCEMENT ASTM A496 WITH BE "PARALLAM" AS MANUFACTURED BY WEYERHAEUSER. LAMINATED OF PUDDLE WELDS, POWDER ACTUATED FASTENERS HAVING THE SAME C. WIND DESIGN DATA: USAGE 28 DAY MAX AGG. A MINIMUM YIELD STRENGTH OF 70,000 PSI. STANDARD ASTM A615 GRADE 60 STRUCTURAL LUMBER (LSL) SHALL BE "TIMBERSTRAND" AS MANUFACTURED CAPACITY AS THE SPECIFIED PUDDLE WELDS, MAY BE USED. FASTENERS SHALL REINFORCING BARS MAY NOT BE SUBSTITUTED FOR DEFORMED BAR ANCHORS WIND LOADS HAVE BEEN DETERMINED BASED ON SECTION 1609.1.1 IN ACCORDANCE STRENGTH(PSI) SIZE UNLESS PERMITTED BY THE STRUCTURAL ENGINEER. BY WEYERHAEUSER. BE MANUFACTURED BY HILTI, INC. OR AN APPROVED EQUAL. SHOP DRAWINGS WITH ASCE 7,SECTION 6.5,METHOD 2 ANALYTICAL PROCEDURE SHALL BE SUBMITTED FOR APPROVAL TO THE ENGINEER INDICATING OCCUPANCY CATEGORY II A. SLAB ON GRADE 4000 S.C. 1" 2. MINIMUM ALLOWABLE STRESS AND STIFFNESS CHARACTERISTICS OF BEAMS FASTENER DATA INCLUDING SIZE VS. STEEL SUBSTRATE MATERIAL, SPACING, 11. PROVIDE WELD SMOOTH WIRE FABRIC MINIMUM 4x4-W2.OxW2.0 IN ALL TOPPING BASIC WIND SPEED 3-SECOND GUST 140 MPH B. FOUNDATION AND BASEMENT WALLS 4000 S.C. 1" DESIGNATED AS LVL,PSL,AND LSL MATERIAL SHALL BE AS FOLLOWS: CAPACITIES, INCLUDING DIAPHRAGM SHEAR CAPACITIES, METHOD OF ( ) SLABS UNLESS OTHERWISE NOTED. C. PIERS 4000 S.C. 1 IMPORTANCE FACTOR,Iw 1.0 INSTALLATION AND PROGRAM FOR QUALITY ASSURANCE OF INSTALLATION. EXPOSURE B D. RETAINING WALLS 4000 S.C. 1 2.0E LVL 2.0E PSL 1.55E LSL 12. PROVIDE #4 AT 12 CENTERS MINIMUM EACH WAY.�'3"p 1N ALL HOUSEKEEPING INTERNAL PRESSURE COEFFICIENT 0.18 FB(FOR DEPTHS:5 12")= 2600 PSI 2900 PSI 2325 PSI 6. STEEL DECK MUST BE PROTECTED BEFORE AND AFTER ERECTION AND ALL DESIGN WIND PRESSURE FOR COMPONENTS AND CLADDING ON BUILDING WALLS 2. CONCRETE NOTED IN THESE GENERAL NOTES, ON THE DRAWINGS OR IN THE PADS SUPPORTING MECHANICAL EQUIPMENT WHETHER SHOWN ON THESE FC(PARALLEL TO GRAIN)= 2510 PSI 2900 PSI 2170 PSI DEBRIS CLEANED FROM ITS SURFACE WHERE CONCRETE WILL BE POURED OR (USE ZONE 4 GENERALLY;USE ZONE 5 WITHIN 3'-0"OF BUILDING WALL CORNERS): SPECIFICATIONS AS SC OF STONE CONCRETE SHALL HAVE NATURAL SAND FINE DRAWINGS OR NOT UNLESS OTHERWISE NOTED. FC(PERPENDICULAR TO GRAIN)= 750 PSI 625 PSI 900 PSI ROOFING IS TO BE PLACED. AGGREGATE, NORMAL WEIGHT COARSE AGGREGATES CONFORMING TO ASTM FV= 285 PSI 290 PSI 310 PSI 5. THE STRUCTURE HAS BEEN DESIGNED FOR THE IN-SERVICE LOADS ONLY. C33 AND TYPE 1 PORTLAND CEMENT CONFORMING TO ASTM C]50. E= 2,000,000 PSI 2,000,000 PSI 1,550,000 PSI SUPPORT OF ANY CONSTRUCTION EQUIPMENT INCLUDING REINFORCING OF FRAMING NOTES: ABBREVIATIONS AND SYMBOLS THE BUILDING STRUCTURE IS THE RESPONSIBILITY OF THE GENERAL CONCRETE NOTED IN THESE GENERAL NOTES, ON THE DRAWINGS OR IN THE MEMBER SIZES SHOWN ON PLAN(WIDTH X DEPTH)SPECIFIED AS LVL MAY BE CONTRACTOR. CONSTRUCTION MATERIALS SHALL BE SPREAD OUT IF PLACED SPECIFICATIONS AS LW OR LIGHT WEIGHT SHALL HAVE EXPANDING CLAY OR 1. PROVIDE ALL BLOCKING AND SUPPORTS AS REQUIRED FOR FRAMING OF NEW CONSTRUCTED OF MULTIPLE LVL PLIES OR PSL OF THE SPECIFIED DEPTH, ON FRAMED FLOORS OR ROOFS. LOAD SHALL NOT EXCEED DESIGN LIVE LOAD SHALE COARSE AGGREGATE CONFORMING TO ASTM C330,NATURAL SAND AND AREAS. INSTALL AND REMOVE (AFTER COMPLETION) ALL TEMPORARY FASTENED TOGETHER BY NAILING OR BOLTING AS REQUIRED. MEMBER SIZES AB ANCHOR BOLT PSI POUNDS PER SQUARE INCH U) FOR EACH PARTICULAR LOAD. TYPE 1 PORTLAND CEMENT CONFORMING TO ASTM C150. LW CONCRETE SHALL SUPPORTS, HEADERS AND DUST SCREENS TO ADEQUATELY SUSTAIN ALL FOLLOWED ONLY BY PSL MUST BE INSTALLED AS A SOLID MEMBER,NOT ARCH ARCHITECT PSL PARALLEL STRAND LUMBER LU NOT WEIGH LESS THAN 95 NOR MORE THAN 116PCF. LOADS. BUILT-UP. BC BOTTOM CHORD RF ROOF 6. REINFORCING TO SUPPORT CONSTRUCTION EQUIPMENT AND THE DESIGN BEL BELOW RJ ROOF JOIST O ENGINEERING OF THE FORM WORK, SHORES AND RE-SHORES, AS WELL AS ITS 3. ALL CONCRETE SHALL BE A MINIMUM 4000 PSI @ 28 DAY TEST. 2. ALL WOOD FRAMING NOTED AS 2x MATERIAL TO BE DOUGLAS FIR GRADE 2 OR 3. MEMBERS MAY NOT BE BORED OR NOTCHED WITHOUT WRITTEN PERMISSION BM BEAM RTNG RETAINING z CONSTRUCTION, SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. ALL BETTER UNLESS OTHERWISE NOTED. FROM THE ENGINEER. BO BOTTOM OF SCHED SCHEDULE SUCH ENGINEERING SHALL BE PERFORMED BY A PROFESSIONAL ENGINEER 4. CONCRETE MIXES SHALL BE PROPORTIONED TO RESULT IN CONCRETE SLUMP BP BASEPLATE SECT SECTION -j LICENSED IN THE STATE OF NEW YORK. AT THE POINT OF DISCHARGE AS FOLLOWS: 3. FASTENERS AND CONNECTORS EXPOSED TO SALT WATER OR LOCATED WITHIN BOS BOTTOM OF STEEL SF SQUARE FEET Q 300 FEET, MIN. (OR AS PER MANUFACTURER'S SPECIFICATION), OF A SALT BRCG BRACING SHTHG SHEATHING 7. THE METHODS, PROCEDURES, AND SEQUENCES OF CONSTRUCTION ARE THE A. RAMPS AND SLOPING SURFACES -3" MAXIMUM WATER SHORELINE SHALL BE STAINLESS STEEL. STRUCTURAL STEEL BRG BEARING SIM SIMILAR Z) RESPONSIBILITY OF THE GENERAL CONTRACTOR. THE GENERAL CONTRACTOR B. FOUNDATION CONCRETE -3" TO 6" BS BOTH SIDES SOG SLAB ON GRADE SHALL TAKE ALL NECESSARY PRECAUTIONS TO MAINTAIN AND INSURE THE C. ALL OTHER CONCRETE -3" TO 5" 4. WOOD SILLS TO BE (1)2" x 6" A.C.Q. LUMBER WITH 1/2" DIA. ANCHOR BOLTS 12" 1. STRUCTURAL STEEL MATERIALS AND WORKMANSHIP SHALL BE IN BW BOTH WAYS SPEC SPECIFICATION U INTEGRITY OF THE STRUCTURE AT ALL STAGES OF CONSTRUCTION. LONG MINIMUM AT Y-0" O.C. AND F-0" AWAY FROM CORNERS UNLESS ACCORDANCE WITH THE LATEST AISC "ALLOWABLE STRENGTH DESIGN (ASD) C CAMBER SS STAINLESS STEEL CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING AND 5. MIXING, TRANSPORTING, AND PLACING OF CONCRETE SHALL CONFORM TO ACI OTHERWISE NOTED. SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS". CA COLUMN ABOVE STAG STAGGER PROTECTING ALL WORK DURING CONSTRUCTION AGAINST DAMAGE, 301. CANT CANTILEVER STIF STIFFENER BREAKAGE, COLLAPSE, DISTORTION, AND MISALIGNMENT ACCORDING TO 5. PROVIDE DOUBLE HEADERS, TRIMMERS, AND FRAMING AT ALL STAIR 2. MATERIALS: CB COLUMN BELOW STL STEEL APPLICABLE CODES, STANDARDS,AND GOOD PRACTICE. 6. THERE SHALL BE NO HORIZONTAL CONSTRUCTION JOINTS IN CONCRETE OPENINGS, FLOOR OPENINGS, BATHTUBS, AND ALL POSTS AND PARTITIONS CC CENTER TO CENTER STRUCT STRUCTURAL (� POURS. ALL CONSTRUCTION JOINTS SHALL BE MADE IN THE CENTER OF SPANS RUNNING PARALLEL TO FLOOR FRAMING. PROVIDE BLOCKING UNDER ALL A. WIDE FLANGE SHAPES: ASTM A992 GRADE 50 CF CUBIC FOOT TO TOP OF J 8. PRINCIPAL OPENINGS IN THE STRUCTURE ARE INDICATED ON THE CONTRACT WITH VERTICAL BULKHEADS. THE LOCATIONS OF THE CONSTRUCTION JOINTS PARTITION WALLS RUNNING PERPENDICULAR TO JOISTS. B. AMERICAN STANDARD SHAPES, ANGLES, CIP CAST IN PLACE TC TOP CHORD DOCUMENTS. REFER TO THE ARCHITECTURAL, MECHANICAL, ELECTRICAL AND SHALL BE APPROVED BY THE STRUCTURAL ENGINEER. ADDITIONAL PLATES AND BARS: ASTM A36 CL CENTERLINE TEMP TEMPORARY Q PLUMBING DRAWINGS FOR SLEEVES, CURBS, INSERTS, ETC. NOT HEREIN REINFORCING AT CONSTRUCTION JOINTS SHALL BE SPECIFIED BY THE 6. BRIDGING TO BE EITHER SOLID OR (1) 1" x 3" OR 18 GA CROSS BRIDGING &NOT C. STRUCTURAL STEEL TUBING,RECTANGULAR COL COLUMN TOC TOP OF CONCRETE INDICATED. OPENINGS IN SLABS WITH A MAXIMUM SIDE DIMENSION OR STRUCTURAL ENGINEER, SEE TYPICAL DETAIL.DRAWING SHOWING LOCATIONS TO EXCEED A MAXIMUM 8'-0" O.C. AND SQUARE: ASTM A500. GRADE B (FY=46 KSI) CONC CONCRETE TOF TOP OF FOOTING Uj DIAMETER OF 12 INCHES OR LESS SHALL NOT REQUIRE ADDITIONAL FRAMING OF CONSTRUCTION JOINTS SHALL BE SUBMITTED BY THE GENERAL D. BOLTS: ASTM 325 CY CUBIC YARD TOS TOP OF STEEL z OR REINFORCEMENT, UNLESS OTHERWISE NOTED. THE LOCATION OF SLEEVES CONTRACTOR TO THE STRUCTURAL ENGINEER FOR REVIEW AND 7. ALL NON-BEARING INTERIOR HEADERS TO BE (2) 2" x 6" UNLESS OTHERWISE E. ANCHOR RODS: ASTM F1554, GRADE 36 DIA DIAMETER TOW TOP OF WALL OR OPENINGS IN STRUCTURAL MEMBERS SHALL BE SUBMITTED TO THE VERIFICATION. NOTED. F. WELDING ELECTRODE: ASTM E70XX,LOW HYDROGEN DET DETAIL TYP TYPICAL FJ- (Wnn STRUCTURAL ENGINEER FOR REVIEW AND VERIFICATION. G. SHEAR CONNECTORS: 3/4" 0 ASTM A-]08 DN DOWN UON UNLESS OTHERWISE NOTED F- V 7. ALL CONCRETE SHALL CONTAIN A CONCRETE MIX USING A MINIMUM OF 5.0 8. ALL INTERIOR HEADERS SHALL BE (2)2" x 8" UNLESS OTHERWISE NOTED. DWL DOWEL VIF VERIFY IN FIELD 9. SEE ARCHITECTURAL DRAWINGS FOR DIMENSIONS, FLOOR ELEVATIONS, SACKS OF CEMENT PER CUBIC YARD. NO FLY ASH SHALL BE USED IN ANY 3. ALL BEAMS AND GIRDERS SHALL BE PROVIDED WITH FLEXIBLE SHEAR EF EACH FACE W/ WITH SLOPES AND THE LOCATION OF DEPRESSED FLOOR AREAS. CONCRETE. ALL EXPOSED CONCRETE TO BE AIR ENTRAINED AIR CONTENT 9. ALL STRUCTURAL WOOD SHALL BE KEPT 2" CLEAR FROM CHIMNEYS. CONNECTIONS EQUAL IN VALUE TO THE LOADS SHOWN ON THE AISC SAFE EOS EDGE OF SLAB WE, WORKING POINT SHOULD BE 6 PERCENT WITH A TOLERANCE OF+/- 1.5 PERCENT. LOAD TABLES PLUS THE PERCENTAGE LISTED BELOW, UNLESS OTHERWISE EP EMBEDDED PATE WWR WELDED WIRE REINFORCEMENT 10. CONTRACTOR SHALL CHECK AND VERIFY ALL CONDITIONS AT THE SITE PRIOR 10. JOIST HANGER TECO CONNECTIONS REQUIRED AT ALL FLUSH STRUCTURAL NOTED. EQ EQUAL TO STARTING WORK AND SHALL FAMILIARIZE HIMSELF WITH THE INTENT OF 8. GENERAL CONTRACTOR SHALL VERIFY DIMENSIONS AND LOCATIONS OF ALL LOAD CARRYING CONDITIONS, ETC. TO BE BY AN APPROVED MANUFACTURER EX EXISTING THESE PLANS AND MAKE WORK COMPLY WITH THE SAME. SLOTS, PIPE SLEEVES, ANCHOR BOLTS, ETC. AS REQUIRED FOR MECHANICAL FOR FLUSH STRUCTURAL FRAMING. WHEN IN CONTACT WITH A.C.Q. USE NEW A. ALL BEAMS WITHOUT STUD SHEAR CONNECTORS =+35% F FOOTING TRADES BEFORE CONCRETE IS POURED; THESE ITEMS ARE TO BE INSTALLED BY DOUBLE DIP GALVANIZED FRAMING HARDWARE. B. ALL GIRDERS WITHOUT STUD SHEAR CONNECTORS =+35% FDN FOUNDATION 11. ALL DIMENSIONS AND CONDITIONS TO BE VERIFIED BY CONTRACTORS PRIOR GENERAL CONTRACTOR. SLOT AND SLEEVE DRAWINGS SHALL BE SUBMITTED C. ALL BEAMS WITH STUD SHEAR CONNECTORS =+65% FIN FINISH 0 TO CONSTRUCTION AND PRIOR TO ORDERING MATERIALS. BY THE GENERAL CONTRACTOR TO THE STRUCTURAL ENGINEER FOR REVIEW 11. FRAMING CONNECTIONS FROM EXTERIOR WALL TO ROOF ARE TO BE TIED WITH D. ALL GIRDERS WITH STUD SHEAR CONNECTORS =+65% FJ FLOOR JOIST Q AND VERIFICATION. FRAME CONNECTIONS. FLG FLANGE O 12. WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. THESE REQUIREMENTS SHALL BE ADJUSTED AS NECESSARY FOR MEMBERS FRMG FRAMING 0/ 9. NO CONCRETE IS TO BE POURED UNTIL ALL HOLES AND OPENINGS SHOWN ON 12. ALL BEAMS MUST HAVE SOLID BEARING TO FOUNDATION, (REFER TO THAT SUPPORT OTHER BEAMS. THIS PROVISION MAY BE REDUCED ONLY FT FEET 13. THE GENERAL CONTRACTOR SHALL COMPARE STRUCTURAL SECTIONS WITH PLANS AND SHOP DRAWINGS ARE REVIEWED AND VERIFIED. CONSTRUCTION DETAILS). WHERE SPECIFICALLY PERMITTED BY THE STRUCTURAL ENGINEER. FTG FOOTING Q ARCHITECTURAL SECTIONS AND REPORT ANY DISCREPANCY TO THE CONNECTIONS SHALL BE DESIGNED TO DEVELOP A MINIMUM END REACTION GALV GALVANIZED ARCHITECT PRIOR TO FABRICATION OR INSTALLING STRUCTURAL MEMBERS. 10. FILL ALL PLUMBING SLOTS WITH CONCRETE OF THE SAME STRENGTH AND TO 13. ALL HEADERS EXCEEDING 5'-0" SHALL HAVE A DOUBLE JACK STUD WITH A OF 6.0 KIPS. USE A MINIMUM OF 2 BOLTS FOR ALL BOLTED CONNECTIONS. GLB GLUE-LAMINATED BEAM z z U-) THE SAME DEPTH AS THE FLOOR SLAB AFTER PIPING IS INSTALLED UNLESS DOUBLE KING STUD AND A DOUBLE SILL PLATE. GR GRADE 14. THE USE OF REPRODUCTIONS OF THESE CONTRACT DRAWINGS BY ANY OTHERWISE SHOWN. 4. THE USE OF THE CUTTING TORCH IN THE FIELD WILL NOT BE PERMITTED. HDR HEADER CONTRACTOR, SUB-CONTRACTOR, ERECTOR, FABRICATOR, MATERIAL 14. 'ACQ' DESIGNATION REFERS TO CURRENT ARSENIC-FREE TREATED WOOD HGR HANGER r SUPPLIER, ETC. IN LIEU OF PREPARATION OF SHOP DRAWINGS, SIGNIFIES HIS 11. PIPES OR CONDUITS PLACED IN SLABS SHALL NOT HAVE AN OUTSIDE STANDARDS AND SHALL TAKE THE PLACE OF'CCA'. 5. ENDS OF BEAMS AND WEBS SHALL BE REINFORCED WHERE CUTS OR COPES HORIZ HORIZONTAL U ACCEPTANCE OF ALL INFORMATION SHOWN HERE ON AS CORRECT AND DIAMETER LARGER THAN 1/3 THE SLAB THICKNESS AND SHALL NOT BE SPACED REDUCE STRENGTH BELOW REQUIRED VALUES, HSB HIGH STRENGTH BOLT OBLIGATES HIMSELF TO ANY JOB EXPENSE, REAL OR IMPLIED, ARISING DUE TO CLOSER THAN THEIR DIAMETERS ON CENTER. ALUMINUM CONDUITS SHALL 15. FIREBLOCKING SHALL BE PROVIDED IN CONCEALED SPACES OF STUD WALLS IN INCH 0 z ANY ERRORS THAT MAY OCCUR HERE ON. NOT BE PLACED IN CONCRETE. AND PARTITIONS, INCLUDING FURRED SPACES, AT THE CEILING AND FLOOR 6. WHERE MILLED STIFFENERS ARE REQUIRED, THERE SHALL BE NO WELD INFO INFORMATION ) LEVELS AND AT 10-FOOT INTERVALS BOTH VERTICAL AND HORIZONTAL. PLACED AT THE MILLED SURFACES (EXCEPT FOR TACK WELDS OR WHERE JST JOIST Q z 15. ALL CODES, COMMITTEE REPORTS, SUPPLEMENTS, SPECIFICATIONS, ETC. 12. NO ALUMINUM SHALL BE CAST IN CONCRETE. SHOWN OTHERWISE). NO WELD SHALL BE PLACED IN CLIPPED CORNERS OF K KIP cc REFERRED TO IN THESE GENERAL NOTES, ON THE DRAWINGS OR IN THE STIFFENERS. KSF KIP PER SQUARE FOOT ~ G LU U PROJECT SPECIFICATIONS INCLUDE ALL AMENDMENTS, SUPPLEMENTS AND 13. SHOP DRAWINGS SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL. DIMENSIONED WOOD FRAMING NOTES: LB LAG BOLT W M ADDENDA IN FORCE AT THE DATE OF THESE DOCUMENTS. WORK SHALL NOT BEGIN UNTIL CONTRACTOR RECEIVES APPROVED SHOP 7. ALL WELDING SHALL BE SUBJECT TO INSPECTION AND SHALL BE IN LL LIVE LOAD. O 0 DRAWINGS. 1 THE STRUCTURAL WOOD STRESS GRADE STAMPED LUMBER SHALL BE GRADED ACCORDANCE WITH THE LATEST MANUALS OF THE AMERICAN WELDING LLH LONG LEG HORIZONTAL W 16. ANY DEVIATION FROM THESE PLANS WITHOUT THE WRITTEN CONSENT OF THE AS FOLLOWS UNLESS OTHERWISE NOTED ON PLANS: SOCIETY. NO WELD SHALL START UNLESS AN INSPECTOR ENGAGED BY THE LWC LIGHTWEIGHT CONCRETE ARCHITECT OR ENGINEER WILL NEGATE THE CERTIFICATION OF THESE PLANS. 14. ALL CONCRETE MATERIALS AND WORKMANSHIP SHALL CONFORM TO OWNER IS PRESENT (IN THE SHOP AND IN THE FIELD). SHOP DRAWINGS LVL LAMINATED VENEER LUMBER REQUIREMENTS OF THE NEW YORK STATE BUILDING CODE, INCLUDING APPROVED BY THE STRUCTURAL ENGINEER WITH THEIR STAMP OF APPROVAL MAX MAXIMUM 17. IF IN THE COURSE OF CONSTRUCTION A CONDITION EXISTS WHICH DISAGREES SUBMISSION OF CONCRETE TEST MIXES. JOISTS,RAFTERS AND STUDS: OR AS NOTED SHALL BE PROVIDED TO THE INSPECTION AGENCY. ALL WELDING MC MOMENT CONNECTION Revisions WITH THAT AS INDICATED ON THESE PLANS, THE CONTRACTOR SHALL STOP IS TO BE DONE BY WELDERS LICENSED IN ACCORDANCE WITH ALL MIN MINIMUM WORK AND NOTIFY THE; ARCHITECT OR ENGINEER. SHOULD HE FAIL TO 15. NO CONCRETE IS TO BE POURED UNTIL PLACEMENT OF REINFORCEMENT IS DOUGLAS FIR-LARCH OR DOUGLAS FIR-LARCH(NORTH),N0.2. REQUIREMENTS OF THE NEW YORK STATE BUILDING CODE, AND THE RULES NTS NOT TO SCALE No. Date Description FOLLOW THIS PROCEDURE;AND CONTINUE WITH WORK, HE SHALL ASSUME ALL CHECKED AND APPROVED BY THE STRUCTURAL ENGINEER OF RECORD. FB(BASE))=850 PSI AND REGULATIONS OF THE BOARD OF STANDARDS AND APPEALS. NWC NORMAL WEIGHT CONCRETE 1 10/23/23 FOR PERMIT RESPONSIBILITY AND LIABILITY THEREFROM. FV(BASE)= 180 PSI g OC ON CENTER 2 WHERE STEEL MEMBERS ARE REQUIRED TO BE SPLICED E(BASE)= 1,600,000 PSI LICED AND/OR WHERE NOTED P/C PRECAST 18. CONSTRUCTION SHALL COMPLY WITH ALL FEDERAL, STATE AND LOCAL REINFORCING STEEL 2. THE DESIGN OF THE DIMENSIONAL LUMBER MEMBERS AND THEIR M.C. ON DRAWINGS, THE CONNECTION SHALL BE MADE TO DEVELOP THE FULL PAF POWDER ACTUATED FASTENER 4 CODES, ORDINANCES, RULES AND REGULATIONS. CONTRACTOR SHALL STRENGTH OF THE SECTION. SUCH CONNECTIONS SHALL NOT INTERFERE WITH PCF POUNDS PER CUBIC FOOT CONNECTIONS IS BASED ON THE LUMBER HAVING A MOISTURE CONTENT AT ANY ARCHITECTURAL OR MECHANICAL CLEARANCES. PL PLATE 5 ARRANGE FOR ALL NECESSARY PERMITS AND INSPECTIONS INCLUDING THE CERTIFICATE OF OCCUPANCY. 1. ALL REINFORCING STEEL SHALL BE GRADE 60 AND SHALL CONFORM TO ASTM THE TIME OF INSTALLATION OF 19%OR LESS. PLF POUNDS PER LINEAR FOOT SPECIFICATION OF DEFORMED AND PLAIN BILLET STEEL BARS FOR CONCRETE 9. SUBMIT SHOP DRAWINGS ERECTION PLANS WORK PROCEDURES AND PLWD PLYWOOD 19. WHERE CONFLICT EXISTS BETWEEN THE GENERAL BUILDING CODE SPECIFIED REINFORCEMENT, ASTM A615, STANDARD SPECIFICATION FOR EPDXY-COATED 3. JOISTS OR RAFTERS ARE TO BE INSTALLED WITH "CROWN" UP (I.E. POSITIVE QUALIFICATIONS TO THE STRUCTURAL ENGINEER FOR APPROVAL. PSF POUNDS PER SQUARE FOOT s Aa ABOVE AND OTHER CODES, PUBLICATIONS, SPECIFICATIONS AND DRAWINGS STEEL REINFORCING BARS, ASTM A775, STANDARD SPECIFICATION FOR CAMBER)AND WITHIN 1/2 INCH OF STRAIGHT,END-TO-END ALIGNMENT. Designed By : NM CITED HEREIN, THE REQUIREMENTS OF THE MORE STRINGENT ITEM SHALL FABRICATION AND JOBSITE HANDLING OF EPDXY-COATED STEEL REINFORCING 10. FULL PENETRATION GROOVE WELDS ARE TO BE ULTRASONICALLY TESTED. Drawn By : NM GOVERN. BARS, ASTM D3963, STANDARD SPECIFICATION FOR EPDXY-COATED STEEL 4. SEVERELY DISTORTED (TWISTED, BOWED, CUPPED, CHECKED, ETC.) LUMBER WIRE AND WELDED WIRE REINFORCEMENT, ASTM A884. DETAILING OF SHALL NOT BE USED. 11. ALL CONNECTIONS USING HIGH STRENGTH BOLTS SHALL BE TESTED BY Checked By : AA 20. ANY SUBSTITUTIONS OR ALTERNATES (DETAILS,MEMBERS,ETC.)MAY BE USED REINFORCEMENT, ASTM A615. DETAILING OF REINFORCING STEEL SHALL OWNERS TESTING LAB. 77 IF SUCH SUBSTITUTION OR ALTERNATES ARE SUBMITTED TO THE ENGINEER CONFORM TO THE AMERICAN CONCRETE INSTITUTE DETAILING MANUAL. 5. NOTCHES IN THE TOP OR BOTTOM OF DIMENSIONED LUMBER JOISTS OR RAFTERS SHALL NOT EXCEED ONE-SIXTH THE MEMBER DEPTH AND SHALL NOT FOR REVIEW AND ACCEPTANCE IS GRANTED; HOWEVER, THE ENGINEER SHALL 12. HIGH STRENGTH BOLTS OR WELD SHALL BE USED IN THE FOLLOWING BE THE SOLE JUDGE OF .ACCEPTABILITY. IN ANY EVENT, THE CONTRACTOR 2. WELDED WIRE FABRIC SHALL CONFORM TO ASTM SPECIFICATION A]85 (70,000 BE LOCATED IN THE MIDDLE THIRD OF THE SPAN. END NOTCHES SHALL NOT LOCATIONS: CANTILEVERED MEMBERS (EACH SIDE), MEMBERS NOTED M.C., AT Date : 10/19/2023 SHALL BE RESPONSIBLE FOR THE DESIGN OF SUCH ALTERNATES AND PSI MINIMUM) AND SHALL BE SUPPLIED IN FLAT SHEETS. ALL WELDING WIRE EXCEED ONE-FOURTH THE MEMBER DEPTH. BORED HOLES SHALL NOT BE MEMBERS SUPPORTING MACHINERY OR OTHER MECHANICAL EQUIPMENT, AT WITHIN TWO INCHES OF THE TOP AND BOTTOM OF THE MEMBER AND THEIR Scale: AS NOTED SUBSTITUTIONS WHICH HE PROPOSES. THE ENGINEER SHALL NOT BE FABRIC SHALL BE LAPPED TWO (2) FULL MESH PANELS AT ENDS AND SIDES ALL HANGER, POST, STRUT AND COLUMN CONNECTIONS, AT MEMBERS RESPONSIBLE FOR ANY CHANGES WITHOUT NOTIFICATION. AND TIED SECURELY,UNLESS OTHERWISE NOTED. DIAMETER SHALL NOT EXCEED ONE-THIRD THE MEMBER DEPTH, UNLESS FRAMING TO COLUMNS AND WITHIN Y-0"OF COLUMNS. OTHERWISE NOTED ON PLANS. 3. REINFORCING AND WELDED WIRE MESH FOR SLAB ON GRADE SHALL BE 13. WHERE A307 BOLTS ARE USED, THREADS SHALL BE DISTORTED AFTER 21. LARGER SCALE DETAILS SHALL HAVE PRECEDENCE OVER SMALLER SCALE SUPPORTED BY PRECAST CONCRETE CUBES OR BRICK OR CHAIRS DESIGNED INSTALLATION TO PREVENT NUTS FROM BACKING OFF. D1AWINGS. IT IS THE INTENTION OF THE DRAWINGS TO PROVIDE FOR A FOR EARTH BEARING AT A MAXIMUM OF 4'-0" ON CENTER IN EACH DIRECTION. SHEATHING PANELS: COMPLETE JOB IN ALL RESPECTS AND NO EXTRAS WILL BE ALLOWED FOR DEPTH OF SUPPORT SHALL PROVIDE FOR 3/4 TOP COVER TO REINFORCING, 14. ALL STEEL IS TO BE ERECTED WITH NATURAL CAMBER UNLESS OTHERWISE S �000 MATERIALS AND/OR LABOR REQUIRED TO COMPLETE THE WORK, AS UNLESS OTHERWISE NOTED. 1. SHEATHING PANELS, PLYWOOD OR ORIENTED STRAND BOARD ("OSB"), SHALL NOTED;KEEP ENDS OF ALL CANTILEVERS UP AS NOTED ON DRAWINGS. INDICATED. CONFORM TO U.S. PRODUCT STANDARD PS-1, AND BEAR THE APA 4. PROVIDE STANDARD BAR CHAIRS AND SPACERS AT 5'-0" CENTERS MAXIMUM, 15. STRUCTURAL MEMBERS TO BE PAINTED WITH THE FOLLOWING PRIMER; "10-99 FOR ALL SLABS ABOVE GRADE. GRADE-TRADEMARK OF THE AMERICAN PLYWOOD ASSOCIATION. ONLY TNEMEC PRIMER" MODIFIED ALKYD RUST INHIBITIVE PRIMER, TNEMEC CO., PLYWOOD SHALL BE USED ON FLOORS. INC. OR APPROVED EQUAL. (DRY FILM THICKNESS 2.9 TO 3.5 MILS) Sheet# GENERAL NOTES 22. THESE DRAWINGS AS INSTRUMENTS OF SERVICE ARE AND SHALL REMAIN THE 5. DETAILING OF CONCRETE REINFORCEMENT AND ACCESSORIES SHALL BE IN 2. SHEATHING PANELS FOR FLOORS, ROOF, AND WALLS SHALL BE APA RATED STEEL DECK NOTES PROPERTY OF THE ARCHITECT OR ENGINEER WHETHER THE PROJECT FOR ACCORDANCE WITH ACI PUBLICATION 315,LATEST EDITION. SHEATHING, EXPOSURE 1, WITH A MINIMUM SPAN INDEX RATING OF 32/16. SEE U/ A WHICH THEY ARE MADE IS EXECUTED OR NOT. THEY ARE NOT TO BE USED ON ARCHITECTURAL PLANS FOR THICKNESS. 1. THE STRUCTURE IS DESIGNED IN ACCORDANCE WITH THE NEW YORK BUILDING ANY OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT EXCEPT BY 6. SPLICE TOP BARS AT MID-SPAN ONLY AND BOTTOM BARS AT SUPPORT ONLY 3. SHEATHING PANELS ON FLAT SURFACES SHALL BE INSTALLED WITH FACE 1. STEEL DECK SHALL BE DESIGNED, FABRICATED, AND ERECTED IN CODE 2020. ALL WORK SHALL CONFORM TO LATEST N.Y.S. BUILDING CODE AND AGREEMENT IN WRITING AND WITH APPROPRIATE COMPENSATION TO THE UNLESS OTHERWISE NOTED. ALL REINFORCING SHALL LAP 36 BAR DIAMETERS GRAIN PERPENDICULAR ACROSS SUPPORTS AND CONTINUOUS OVER TWO OR ACCORDANCE WITH THE CURRENT SPECIFICATION OF THE STEEL DECK ALL RULES AND REGULATIONS. ARCHITECT OR ENGINEER. MINIMUM AT SPLICES UNLESS OTHERWISE NOTED. MORE SPANS. PROVIDE 1/8" SPACE BETWEEN PANEL EDGES PARALLEL TO FACE INSTITUTE. 3t 1. nd'ro GRAIN 1/16" SPACE BETWEEN PANEL EDGES OVER SUPPORTING MEMBERS. � �, �,�» 2. ALL FLOOR LIVE LOADS ARE IN ACCORDANCE WITH SECTION 1607 OF NEW 23. CONTRACTOR OR OWNER SHALL OBTAIN ALL REQUIRED APPROVALS, PERMITS, 7. REINFORCING STEEL COVERAGE SHALL BE AS FOLLOWS (SEE SECTION 20.6.1 2. COMPOSITE FORMED STEEL FLOOR DECK TO BE 2" DEEP, 20 GAGE (UNCOATED amN n�e r 3 n YORK STATE BUILDING CODE 2020. CERTIFICATES OF OCCUPANCY, INSPECTION APPROVALS, ETC., FOR WORK ACI 318,FOR CONDITIONS NOT NOTED)UNLESS NOTED OTHERWISE IN PLANS. 4. FLOOR SHEATHING SHALL BE GLUED TO SUPPORTING MEMBERS WITH STEEL THICKNESS 0.0358 ), GALVANIZED (G60 COATING), UNITED STEEL DECK 9 PERFORMED FROM AGENCIES HAVING JURISDICTION THEREOF, IF REQUIRED. CONSTRUCTION ADHESIVE SUCH AS PL200, LAID IN A CONTINUOUS 1/4" WIDE TYPE LOK-FLOOR, COMPOSITE FLOOR DECK AS MANUFACTURED BY CANAM 3. THE PROPOSED STRUCTURE HAS BEEN DESIGNED TO WITHSTAND THE WIND A. FORMED WALL 2" BACKFILL SIDE. 3/4"FRONT SIDE BEAD ALONG THE MEMBER LENGTH. STEEL CORPORATION,OR AN APPROVED EQUAL,UNLESS OTHERWISE NOTED. 158 County Rd. 39, Suite 10 PRESSURES SPECIFIED IN SECTION 1609. Southampton N.Y.11968 24. CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING THE LOCAL BUILDING B. FOOTING 3" ' FORMED STEEL ROOF DECK TO BE 1-1/2" DEEP 20 GAGE DEPARTMENT AT LEAST 48 HOURS PRIOR TO ANY WORK. C. SLABS ON GRADE 3/4" TOP,3" BOTTOM 5. AT DESIGNATED SHEAR WALLS, HORIZONTAL EDGES OF WALL SHEATHING 3. (UNCOATED STEEL Office: (631)259-3959 DiLandroAndrews.com 4. THE STRUCTURAL COMPONENTS HAVE BEEN DESIGNED FOR THE FOLLOWING D. STRUCTURAL SLABS 3/a" SHALL BE BACKED BY SOLID BLOCKING BETWEEN STUDS TO PROVIDE THICKNESS = 0.0358 ), GALVANIZED (G60 COATING)., WIDE RIB, UNITED STEEL Info@DiLandroAndrews.com LOADS: 25. IF ANY, CONTRACTOR SHALL DISCONNECT, CAP AND REROUTE ANY EXISTING BACKING FOR SPECIFIED PANEL EDGE NAILING. DECK "B" DECK PROFILE, AS MANUFACTURED BY CANAM STEEL DECK, Certificate No.: 0019523 UTILITY LINES IN AREA OF FOUNDATION WORK AND SHALL USE HAND 8. PROVIDE ADDITIONAL REINFORCING AT ALL CONCRETE WALL OPENINGS, SEE INCORPORATED OR AN APPROVED EQUAL,UNLESS OTHERWISE NOTED. A. FLOOR LIVE LOAD: 40 PSF EXCAVATION IN AREAS OF SUSPECTED UNDER GROUND UTILITIES AND DETAILS. Professional Seal SERVICES. IF ANY LINES ARE BROKEN OR DAMAGED, THE CONTRACTOR WILL 4. THE STEEL DECK SHALL BE SUPPLIED IN MINIMUM LENGTHS AS REQUIRED TO B. ROOF LOADS: REPAIR AND REPLACE SAME AT HIS OWN EXPENSE AND ARRANGE FOR PROPER 9. WELDING OF REINFORCING BARS, ONLY WHEN PERMITTED BY THE LAMINATED VENEER LUMBER, LAMINATED PROVIDE A "3-SPAN" CONDITION END CLOSURES, ROOF SUMPS, CLOSURES AT SNOW: INSPECTION OF HIS WORK. STRUCTURAL ENGINEER, SHALL CONFORM TO THE AMERICAN WELDING STRUCTURAL LUMBER AND PARALLEL STRAND PENETRATIONS, NETR ATI ON ARE REQUIRED. ALLOTHER ACCESSORIES NECESSARY FOR A COMPLETE �� yO OF NEW OCCUPANCY CATEGORY II SOCIETY STANDARD DIA-79; BARS SHALL CONFORM TO ASTM A706. LUMBER NOTES: �P NENRr 9 GROUND SNOW LOAD,Pg 20 PSF ELECTRODES FOR SHOP AND FIELD WELDING OF REINFORCEMENT BARS SHALL 5. COMPOSITE FORMED STEEL FLOOR DECK SHALL BE WELDED TO SUPPORTING EXPOSURE FACTOR,Ce 1.0 CONCRETE NOTES CONFORM TO ASTM A233, CLASS E90XX. SCHEDULED OR DETAILED 1. LAMINATED VENEER LUMBER (LVL) SHALL BE "MICRO-LAM" AS STEEL WITH 5/8" DIAMETER PUDDLE WELDS AT 12" ON CENTER, UNLESS THERMAL FACTOR,Ct 1.0 REINFORCEMENT SHALL NOT BE TACK WELD FOR ANY REASON. MANUFACTURED BY WEYERHAEUSER, "G-P LAM" AS MANUFACTURED BY THE OTHERWISE NOTED. INTERMEDIATE SIDE CONNECTIONS SHALL BE MADE WITH IMPORTANCE FACTOR,Is 1.0 1. CONCRETE STRENGTHS AND TYPES SHALL BE USED IN THE AREAS AS SPECIFIED GEORGIA PACIFIC CORPORATION OR "GANG-LAM" AS MANUFACTURED BY THE 910 SELF TAPPING SCREWS OR WELDED WITH 1 1/2" LONG WELDS AT A FLAT ROOF SNOW LOAD,Pi' 20.0 PSF BELOW,UNLESS OTHERWISE NOTED: 10. DEFORMED BAR ANCHORS SHALL CONFORM TO STANDARD SPECIFICATION LOUISIANA PACIFIC CORPORATION. PARALLEL STRAND LUMBER PSL SHALL F 0 1 FOR DEFORMED STEEL WIRE FOR CONCRETE REINFORCEMENT ASTM A496 WITH (PSL) MAXIMUM SPACING OF 3-0 ON CENTER, UNLESS OTHERWISE NOTED. IN LIEU O 9720 BE "PARALLAM" AS MANUFACTURED BY WEYERHAEUSER. LAMINATED OF PUDDLE WELDS POWDER ACTUATED FASTENERS HAVING THE SAME Ah'OF NPR C. WIND DESIGN DATA: USAGE 28 DAY MAX AGG. A MINIMUM YIELD STRENGTH OF 70,000 PSI. STANDARD ASTM A615 GRADE 60 STRUCTURAL LUMBER (LSL) SHALL BE "TIMBERSTRAND" AS MANUFACTURED CAPACITY AS THE SPECIFIED PUDDLE WELDS,MAY BE USED. FASTENERS SHALL ESSIO WIND LOADS HAVE BEEN DETERMINED BASED ON SECTION 1609.1.1 IN ACCORDANCE STRENGTH(PSI) SIZE REINFORCING BARS MAY NOT BE SUBSTITUTED FOR DEFORMED BAR ANCHORS BY WEYERHAEUSER. BE MANUFACTURED BY HILTI, INC. OR AN APPROVED EQUAL. SHOP DRAWINGS WITH ASCE 7, SECTION 6.5,METHOD 2 ANALYTICAL PROCEDURE UNLESS PERMITTED BY THE STRUCTURAL ENGINEER. SHALL BE SUBMITTED FOR APPROVAL TO THE ENGINEER INDICATING OCCUPANCY CATEGORY II A. SLAB ON GRADE 4000 S.C. 1" PROVIDE WELD SMOOTH WIRE FABRIC MINIMUM.4x4-W2 11. . 2. MINIMUM ALLOWABLE STRESS AND STIFFNESS CHARACTERISTICS OF BEAMS FASTENER DATA INCLUDING SIZE VS. STEEL SUBSTRATE MATERIAL, SPACING, - BASIC WIND SPEED(3-SECOND GUST) 140 MPH B. FOUNDATION AND BASEMENT WALLS 4000 S.C. 1" OxW2.0 IN ALL TOPPING SLABS UNLESS OTHERWISE NOTED. DESIGNATED AS LVL,PSL,AND LSL MATERIAL SHALL BE AS FOLLOWS: CAPACITIES, INCLUDING DIAPHRAGM SHEAR CAPACITIES, METHOD OF C. PIERS 4000 S.C. 1" IMPORTANCE FACTOR,Iw 1.0 INSTALLATION AND PROGRAM FOR QUALITY ASSURANCE OF INSTALLATION. EXPOSURE B D. RETAINING`PALLS 4000 S.C. 1" 12. PROVIDE #4 AT 12" CENTERS MINIMUM, EACH WAY TOP, IN ALL HOUSEKEEPING 2.0E LVL 2.0E PSL 1.55E LSL INTERNAL PRESSURE COEFFICIENT 0.18 FB (FOR DEPTHS :5 12")= 2600 PSI 2900 PSI 2325 PSI 6. STEEL DECK MUST BE PROTECTED BEFORE AND AFTER ERECTION AND ALL r PADS SUPPORTING MECHANICAL EQUIPMENT WHETHER SHOWN ON THESE DESIGN WIND PRESSURE FOR COMPONENTS AND CLADDING ON BUILDING WALLS 2. CONCRETE NOTED IN THESE GENERAL NOTES, ON THE DRAWINGS OR IN THE DRAWINGS OR NOT UNLESS OTHERWISE NOTED. FC(PARALLEL TO GRAIN)= 2510 PSI 2900 PSI 2170 PSI DEBRIS CLEANED FROM ITS SURFACE WHERE CONCRETE WILL BE POURED OR (USE ZONE 4 GENERALLY;USE ZONE 5 WITHIN Y-0"OF BUILDING WALL CORNERS): SPECIFICATIONS AS SC OF STONE CONCRETE SHALL HAVE NATURAL SAND FINE FC(PERPENDICULAR TO GRAIN)= 750 PSI 625 PSI 900 PSI ROOFING IS TO BE PLACED. AGGREGATE, NORMAL WEIGHT COARSE AGGREGATES CONFORMING TO ASTM FV= 285 PSI 290 PSI 310 PSI 5. THE STRUCTURE HAS BEEN DESIGNED FOR THE IN-SERVICE LOADS ONLY. C33 AND TYPE I PORTLAND CEMENT CONFORMING TO ASTM C 150. E= 2,000,000 PSI 2,000,000 PSI 1,550,000 PSI SUPPORT OF ANY CONSTRUCTION EQUIPMENT INCLUDING REINFORCING OF FRAMING NOTES: ABBREVIATIONS AND SYMBOLS THE BUILDING STRUCTURE IS THE RESPONSIBILITY OF THE GENERAL CONCRETE NOTED IN THESE GENERAL NOTES, ON THE DRAWINGS OR IN THE MEMBER SIZES SHOWN ON PLAN(WIDTH X DEPTH)SPECIFIED AS LVL MAY BE CONTRACTOR. CONSTRUCTION MATERIALS SHALL BE SPREAD OUT IF PLACED SPECIFICATIONS AS LW OR LIGHT WEIGHT SHALL HAVE EXPANDING CLAY OR I. PROVIDE ALL BLOCKING AND SUPPORTS AS REQUIRED FOR FRAMING OF NEW CONSTRUCTED OF MULTIPLE LVL PLIES OR PSL OF THE SPECIFIED DEPTH, ON FRAMED FLOORS OR ROOFS. LOAD SHALL NOT EXCEED DESIGN LIVE LOAD SHALE COARSE AGGREGATE CONFORMING TO ASTM C330, NATURAL SAND AND AREAS. INSTALL AND REMOVE (AFTER COMPLETION) ALL TEMPORARY FASTENED TOGETHER BY NAILING OR BOLTING AS REQUIRED. MEMBER SIZES AB ANCHOR BOLT PSI POUNDS PER SQUARE INCH U) FOR EACH PARTICULAR LOAD. TYPE 1 PORTLAND CEMENT CONFORMING TO ASTM C150. LW CONCRETE SHALL SUPPORTS, HEADERS AND DUST SCREENS TO ADEQUATELY SUSTAIN ALL FOLLOWED ONLY BY PSL MUST BE INSTALLED AS A SOLID MEMBER,NOT ARCH ARCHITECT PSL PARALLEL STRAND LUMBER W NOT WEIGH LESS THAN 95 NOR MORE THAN 116PCF. LOADS. BUILT-UP. BC BOTTOM CHORD RF ROOF I"- 6. REINFORCING TO SUPPORT CONSTRUCTION EQUIPMENT AND THE DESIGN BEL BELOW RJ ROOF JOIST O ENGINEERING OF THE FORM WORK, SHORES AND RE-SHORES, AS WELL AS ITS 3. ALL CONCRETE SHALL BE A MINIMUM 4000 PSI @ 28 DAY TEST. 2. ALL WOOD FRAMING NOTED AS 2x MATERIAL TO BE DOUGLAS FIR GRADE 2 OR 3. MEMBERS MAY NOT BE BORED OR NOTCHED WITHOUT WRITTEN PERMISSION BM BEAM RTNG RETAINING z CONSTRUCTION, SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. ALL BETTER UNLESS OTHERWISE NOTED. FROM THE ENGINEER. BO BOTTOM OF SCHED SCHEDULE SUCH ENGINEERING SHALL BE PERFORMED BY A PROFESSIONAL ENGINEER 4. CONCRETE MIXES SHALL BE PROPORTIONED TO RESULT IN CONCRETE SLUMP BP BASEPLATE SECT SECTION J LICENSED IN THE STATE OF NEW YORK. AT THE POINT OF DISCHARGE AS FOLLOWS: 3. FASTENERS AND CONNECTORS EXPOSED TO SALT WATER OR LOCATED WITHIN BOS BOTTOM OF STEEL SF SQUARE FEET Q 300 FEET, MIN. (OR AS PER MANUFACTURER'S SPECIFICATION), OF A SALT BRCG BRACING SHTHG SHEATHING ry 7. THE METHODS, PROCEDURES, AND SEQUENCES OF CONSTRUCTION ARE THE A. RAMPS AND SLOPING SURFACES -3" MAXIMUM WATER SHORELINE SHALL BE STAINLESS STEEL. STRUCTURAL STEEL' BRG BEARING SIM SIMILAR RESPONSIBILITY OF THE GENERAL CONTRACTOR. THE GENERAL CONTRACTOR B. FOUNDATION CONCRETE -3" TO 6" BS BOTH SIDES SOG SLAB ON GRADE SHALL TAKE ALL NECESSARY PRECAUTIONS TO MAINTAIN AND INSURE THE C. ALL OTHER CONCRETE -3" TO 5" 4. WOOD SILLS TO BE (1) 2" x 6" A.C.Q. LUMBER WITH 1/2" DIA. ANCHOR BOLTS 12" 1. STRUCTURAL STEEL MATERIALS AND WORKMANSHIP SHALL BE IN BW BOTH WAYS SPEC SPECIFICATION INTEGRITY OF THE STRUCTURE AT ALL STAGES OF CONSTRUCTION. LONG MINIMUM AT Y-0" O.C. AND F-0" AWAY FROM CORNERS UNLESS ACCORDANCE WITH THE LATEST AISC "ALLOWABLE STRENGTH DESIGN (ASD) C CAMBER SS STAINLESS STEEL U CONTRACTOR SHALL FIE RESPONSIBLE FOR ADEQUATELY BRACING AND 5. MIXING, TRANSPORTING, AND PLACING OF CONCRETE SHALL CONFORM TO ACI OTHERWISE NOTED. SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS". CA COLUMN ABOVE STAG STAGGER D PROTECTING ALL WORK DURING CONSTRUCTION AGAINST DAMAGE, 301. CANT CANTILEVER STIF STIFFENER BREAKAGE, COLLAPSE, DISTORTION, AND MISALIGNMENT ACCORDING TO 5. PROVIDE DOUBLE HEADERS, TRIMMERS, AND FRAMING AT ALL STAIR 2. MATERIALS: CB COLUMN BELOW STL STEEL �- APPLICABLE CODES, STANDARDS,AND GOOD PRACTICE. 6. THERE SHALL BE NO HORIZONTAL CONSTRUCTION JOINTS IN CONCRETE OPENINGS, FLOOR OPENINGS, BATHTUBS, AND ALL POSTS AND PARTITIONS CC CENTER TO CENTER STRUCT STRUCTURAL. (n POURS. ALL CONSTRUCTION JOINTS SHALL BE MADE IN THE CENTER OF SPANS RUNNING PARALLEL TO FLOOR FRAMING. PROVIDE BLOCKING UNDER ALL A. WIDE FLANGE SHAPES: ASTM A992 GRADE 50 CF CUBIC FOOT TO TOP OF 8. PRINCIPAL OPENINGS IN THE STRUCTURE ARE INDICATED ON THE CONTRACT WITH VERTICAL BULKHEADS. THE LOCATIONS OF THE CONSTRUCTION JOINTS PARTITION WALLS RUNNING PERPENDICULAR TO JOISTS. B. AMERICAN STANDARD SHAPES,ANGLES, CIP CAST IN PLACE TC TOP CHORD J DOCUMENTS. REFER TO THE ARCHITECTURAL, MECHANICAL, ELECTRICAL AND SHALL BE APPROVED BY THE STRUCTURAL ENGINEER. ADDITIONAL PLATES AND BARS: ASTM A36 CL CENTERLINE TEMP TEMPORARY Q PLUMBING DRAWINGS FOR SLEEVES, CURBS, INSERTS, ETC. NOT HEREIN REINFORCING AT CONSTRUCTION JOINTS SHALL BE SPECIFIED BY THE 6. BRIDGING TO BE EITHER SOLID OR (1) V x 3" OR 18 GA CROSS BRIDGING &NOT C. STRUCTURAL STEEL TUBING,RECTANGULAR COL COLUMN TOC TOP OF CONCRETE W INDICATED. OPENINGS IN SLABS WITH A MAXIMUM SIDE DIMENSION OR STRUCTURAL ENGINEER, SEE TYPICAL DETAIL. DRAWING SHOWING LOCATIONS TO EXCEED A MAXIMUM 8'-0"O.C. AND SQUARE: ASTM A500. GRADE B (FY=46 KSI) CONIC CONCRETE TOF TOP OF FOOTING W DIAMETER OF 12 INCHES OR LESS SHALL NOT REQUIRE ADDITIONAL FRAMING OF CONSTRUCTION JOINTS SHALL BE SUBMITTED BY THE GENERAL D. BOLTS: ASTM 325 CY CUBIC YARD TOS TOP OF STEEL z OR REINFORCEMENT, UNLESS OTHERWISE NOTED. THE LOCATION OF SLEEVES CONTRACTOR TO THE STRUCTURAL ENGINEER FOR REVIEW AND 7. ALL NON-BEARING INTERIOR HEADERS TO BE (2) 2" x 6" UNLESS OTHERWISE E. ANCHOR RODS: ASTM F1554,GRADE 36 DIA DIAMETER TOW TOP OF WALL W W OR OPENINGS IN STRUCTURAL MEMBERS SHALL BE SUBMITTED TO THE VERIFICATION., - NOTED. F. WELDING ELECTRODE: ASTM E70XX,LOW HYDROGEN DET DETAIL TYP TYPICAL H STRUCTURAL ENGINEER FOR REVIEW AND VERIFICATION. G. SHEAR CONNECTORS: 3/4" 0 ASTM A-108 DN DOWN UON UNLESS OTHERWISE NOTED 7. ALL CONCRETE SHALL CONTAIN A CONCRETE MIX USING A MINIMUM OF 5.0 8. ALL INTERIOR HEADERS SHALL BE(2)2"x 8"UNLESS OTHERWISE NOTED. DWL DOWEL VIF VERIFY IN FIELD 9. SEE ARCHITECTURAL DRAWINGS FOR DIMENSIONS, FLOOR ELEVATIONS, SACKS OF C EMENT PER CUBIC YARD. NO FLY ASH SHALL BE USED IN ANY 3. ALL BEAMS AND GIRDERS SHALL BE PROVIDED WITH FLEXIBLE SHEAR EF EACH FACE W/ WITH SLOPES AND THE LOCATION OF DEPRESSED FLOOR AREAS. CONCRETE. ALL EXPOSED CONCRETE TO BE AIR ENTRAINED AIR CONTENT 9. ALL STRUCTURAL WOOD SHALL BE KEPT 2" CLEAR FROM CHIMNEYS. CONNECTIONS EQUAL IN VALUE TO THE LOADS SHOWN ON THE AISC SAFE EOS EDGE OF SLAB WP WORKING POINT SHOULD BE 6 PERCENT WITH A TOLERANCE OF+/- 1.5 PERCENT. LOAD TABLES PLUS THE PERCENTAGE LISTED BELOW, UNLESS OTHERWISE EP EMBEDDED PATE WWR WELDED WIRE REINFORCEMENT 10. CONTRACTOR SHALL CHECK AND VERIFY ALL CONDITIONS AT THE SITE PRIOR 10. JOIST HANGER TECO CONNECTIONS REQUIRED AT ALL FLUSH STRUCTURAL NOTED. EQ EQUAL TO STARTING WORK AND SHALL FAMILIARIZE HIMSELF WITH THE INTENT OF 8. GENERAL CONTRACTOR SHALL VERIFY DIMENSIONS AND LOCATIONS OF ALL LOAD CARRYING CONDITIONS, ETC. TO BE BY AN APPROVED MANUFACTURER EX EXISTING THESE PLANS AND MAKE WORK COMPLY WITH THE SAME. SLOTS, PIPE SLEEVES, ANCHOR BOLTS, ETC. AS REQUIRED FOR MECHANICAL FOR FLUSH STRUCTURAL FRAMING. WHEN IN CONTACT WITH A.C.Q. USE NEW A. ALL BEAMS WITHOUT STUD SHEAR CONNECTORS =+35% F FOOTING TRADES BEFORE CONCRETE IS POURED; THESE ITEMS ARE TO BE INSTALLED BY DOUBLE DIP GALVANIZED FRAMING HARDWARE. B. ALL GIRDERS WITHOUT STUD SHEAR CONNECTORS =+35% FDN FOUNDATION 11. ALL DIMENSIONS AND CONDITIONS TO BE VERIFIED BY CONTRACTORS PRIOR GENERAL CONTRACTOR. SLOT AND SLEEVE DRAWINGS SHALL BE SUBMITTED C. ALL BEAMS WITH STUD SHEAR CONNECTORS =+65% FIN FINISH 0 TO CONSTRUCTION AND PRIOR TO ORDERING MATERIALS. BY THE GENERAL CONTRACTOR TO THE STRUCTURAL ENGINEER FOR REVIEW 11. FRAMING CONNECTIONS FROM EXTERIOR WALL TO ROOF ARE TO BE TIED WITH D. ALL GIRDERS WITH STUD SHEAR CONNECTORS =+65% FJ FLOOR JOIST Q AND VERIFICATION. FRAME CONNECTIONS. FLG FLANGE 12. WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. THESE REQUIREMENTS SHALL BE ADJUSTED AS NECESSARY FOR MEMBERS FRMG FRAMING O 9. NO CONCRETE IS TO BE POURED UNTIL ALL HOLES AND OPENINGS SHOWN ON 12. ALL BEAMS T LUST HAVE SOLID BEAF.ING TO FOUNDATION, (REFER TO THAT SUPPORT OTHER BEAMS. THIS PROVISION MAY BE REDUCED ONLY FT FEET 13. THE GENERAL CONTRACTOR SHALL COMPARE STRUCTURAL SECTIONS WITH PLANS AND SHOP DRAWINGS ARE REVIEWED AND VERIFIED. CONSTRUCTION DETAILS). WHERE SPECIFICALLY PERMITTED BY THE STRUCTURAL ENGINEER. FTG FOOTING ARCHITECTURAL SECTIONS AND REPORT ANY DISCREPANCY TO THE CONNECTIONS SHALL BE DESIGNED TO DEVELOP A MINIMUM END REACTION GALV GALVANIZED z ARCHITECT PRIOR TO FABRICATION OR INSTALLING STRUCTURAL MEMBERS. 10. FILL ALL PLUMBING SLOTS WITH CONCRETE OF THE SAME STRENGTH AND TO 13. ALL HEADERS EXCEEDING T-0" SHALL HAVE A DOUBLE JACK STUD WITH A OF 6.0 KIPS.USE A MINIMUM OF 2 BOLTS FOR ALL BOLTED CONNECTIONS. GLB GLUE-LAMINATED BEAM Lo THE SAME DEPTH AS THE FLOOR SLAB AFTER PIPING IS INSTALLED UNLESS DOUBLE KING STUD AND A DOUBLE SILL PLATE. GR GRADE O M 14. THE USE OF REPRODUCTIONS OF THESE CONTRACT DRAWINGS BY ANY OTHERWISE SHOWN. 4.., THE USE OF THE CUTTING TORCH IN THE FIELD WILL NOT BE PERMITTED. HDR HEADER CONTRACTOR, SUB-CONTRACTOR, ERECTOR, FABRICATOR, MATERIAL 14. 'ACQ' DESIGNATION REFERS TO CURRENT ARSENIC-FREE TREATED WOOD HG},c HANGER SUPPLIER, ETC. IN LIEU OF PREPARATION OF SHOP DRAWINGS, SIGNIFIES HIS 11. PIPES OR CONDUITS PLACED IN SLABS SHALL NOT HAVE AN OUTSIDE STANDARDS AND SHALL TAKE THE PLACE OF'CCA`. 5. ENDS OF BEAMS AND WEBS SHALL BE REINFORCED WHERE CUTS OR COPES HORIZ HORIZONTAL U) ACCEPTANCE OF ALL INFORMATION SHOWN HERE ON AS CORRECT AND DIAMETER LARGER THAN 1/3 THE SLAB THICKNESS AND SHALL NOT BE SPACED REDUCE STRENGTH BELOW REQUIRED VALUES. HSB HIGH STRENGTH BOLT OBLIGATES HIMSELF TO ANY JOB EXPENSE, REAL OR IMPLIED, ARISING DUE TO CLOSER THAN THEIR DIAMETERS ON CENTER. ALUMINUM CONDUITS SHALL 15. FIREBLOCKING SHALL BE PROVIDED IN CONCEALED SPACES OF STUD WALLS IN INCH O z ANY ERRORS THAT MAY OCCUR HERE ON. NOT BE PLACED IN CONCRETE. AND PARTITIONS, INCLUDING FURRED SPACES, AT THE CEILING AND FLOOR 6. WHERE MILLED STIFFENERS ARE REQUIRED, THERE SHALL BE NO WELD INFO INFORMATION Q LEVELS AND AT 10-FOOT INTERVALS BOTH VERTICAL AND HORIZONTAL. PLACED AT THE MILLED SURFACES (EXCEPT FOR TACK WELDS OR WHERE JST JOIST 15. ALL CODES, COMMITTEE REPORTS, SUPPLEMENTS, SPECIFICATIONS, ETC. 12. NO ALUMINUM SHALL BE CAST IN CONCRETE. SHOWN OTHERWISE). NO WELD SHALL BE PLACED IN CLIPPED CORNERS OF K KIP G z REFERRED TO IN THESE GENERAL NOTES, ON THE DRAWINGS OR IN THE STIFFENERS. KSF KIP PER SQUARE FOOT U W PROJECT SPECIFICATIONS INCLUDE ALL AMENDMENTS, SUPPLEMENTS AND 13. SHOP DRAWINGS SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL. DIMENSIONED WOOD FRAMING I�TOTES: LB LAG BOLT Uj U EE ADDENDA IN FORCE AT THE DATE OF THESE DOCUMENTS. WORK SHALL NOT BEGIN UNTIL CONTRACTOR RECEIVES APPROVED SHOP 7. ALL WELDING SHALL BE SUBJECT TO INSPECTION AND SHALL BE IN LL LIVE LOAD 0 DRAWINGS. 1 THE STRUCTURAL WOOD STRESS GRADE STAMPED LUMBER SHALL BE GRADED ACCORDANCE WITH THE LATEST MANUALS OF THE AMERICAN WELDING LLH LONG LEG HORIZONTAL �' O . 16. ANY DEVIATION FROM THESE PLANS WITHOUT THE WRITTEN CONSENT OF THE SOCIETY. NO WELD SHALL START UNLESS AN INSPECTOR ENGAGED BY THE LWC LIGHTWEIGHT CONCRETE a ARCHITECT OR ENGINEER WILL NEGATE THE CERTIFICATION OF THESE PLANS. 14. ALL CONCRETE MATERIALS AND WORKMANSHIP SHALL CONFORM TO AS FOLLOWS UNLESS OTHERWISE NOTED ON PLANS: OWNER IS PRESENT (IN THE SHOP AND IN THE FIELD). SHOP DRAWINGS LVL LAMINATED VENEER LUMBER REQUIREMENTS OF THE NEW YORK STATE BUILDING CODE, INCLUDING APPROVED BY THE STRUCTURAL ENGINEER WITH THEIR STAMP OF APPROVAL MAX MAXIMUM 17. IF IN THE COURSE OF CONSTRUCTION A CONDITION EXISTS WHICH DISAGREES SUBMISSION OF CONCRETE TEST MIXES. JOISTS,RAFTERS AND STUDS: OR AS NOTED SHALL BE PROVIDED TO THE INSPECTION AGENCY. ALL WELDING MC MOMENT CONNECTION WITH THAT AS INDICATED ON THESE PLANS, THE CONTRACTOR SHALL STOP IS TO BE DONE BY WELDERS LICENSED IN ACCORDANCE WITH ALL MIN MINIMUM Revisions WORK AND NOTIFY THE ARCHITECT OR ENGINEER. SHOULD HE FAIL TO 15. NO CONCRETE IS TO BE POURED UNTIL PLACEMENT OF REINFORCEMENT IS DOUGLAS FIR-LARCH OR DOUGLAS FIR-LARCH(NORTH),NO. 2. REQUIREMENTS OF THE NEW YORK STATE BUILDING CODE, AND THE RULES NTS NOT TO SCALE No. Date Description FOLLOW THIS PROCEDURE AND CONTINUE WITH WORK, HE SHALL ASSUME ALL CHECKED AND APPROVED BY THE STRUCTURAL ENGINEER OF RECORD. FB (BASE))=850 PSI FV(BASE)= 180 PSI AND REGULATIONS OF THE BOARD OF STANDARDS AND APPEALS. NWC NORMAL WEIGHT CONCRETE 1 10/23/23 FOR PERMIT RESPONSIBILITY AND LIABILITY THEREFROM. E(BASE)= 1,600,000 PSI OC ON CENTER 2 8. WHERE STEEL MEMBERS ARE REQUIRED TO BE SPLICED AND/OR WHERE NOTED P/C PRECAST 3 18. CONSTRUCTION SHALL COMPLY WITH ALL FEDERAL, STATE AND LOCAL M.C. ON DRAWINGS, THE CONNECTION SHALL BE MADE TO DEVELOP THE FULL PAF POWDER ACTUATED FASTENER REINFORCING STEEL 2. THE DESIGN OF THE DIMENSIONAL LUMBER MEMBERS AND THEIR 4 CODES, ORDINANCES, RULES AND REGULATIONS. CONTRACTOR SHALL STRENGTH OF THE SECTION. SUCH CONNECTIONS SHALL NOT INTERFERE WITH PCF POUNDS PER CUBIC FOOT --- CONNECTIONS IS BASED ON THE LUMBER HAVING A MOISTURE CONTENT AT 5 -_/--/-_ ARRANGE FOR ALL NECESSARY PERMITS AND INSPECTIONS INCLUDING THE ANY ARCHITECTURAL OR MECHANICAL CLEARANCES. PL PLATE ---- CERTIFICATE OF OCCUPANCY. 1. ALL REINFORCING STEEL SHALL BE GRADE 60 AND SHALL CONFORM TO ASTM THE TIME OF INSTALLATION OF 19%OR LESS. PLF POUNDS PER LINEAR FOOT SPECIFICATION OF DEFORMED AND PLAIN BILLET STEEL BARS FOR CONCRETE 9. SUBMIT SHOP DRAWINGS, 19. WHERE CONFLICT EXISTS BETWEEN THE GENERAL BUILDING CODE SPECIFIED REINFORCEMENT, ASTM A615, STANDARD SPECIFICATION FOR EPDXY-COATED 3. JOISTS OR RAFTERS ARE TO BE INSTALLED WITH "CROWN" UP (I.E. POSITIVE ERECTION PLANS WORK PROCEDURES AND PLWD PLYWOOD QUALIFICATIONS TO THE STRUCTURAL ENGINEER FOR APPROVAL. PSF POUNDS PER SQUARE FOOT ABOVE AND OTHER CODES, PUBLICATIONS, SPECIFICATIONS AND DRAWINGS STEEL REINFORCING BARS, ASTM A775, STANDARD SPECIFICATION FOR CAMBER)AND WITHIN 1/2 INCH OF STRAIGHT,END-TO-END ALIGNMENT. Designed By : NM CITED HEREIN, THE REQUIREMENTS OF THE MORE STRINGENT ITEM SHALL FABRICATION AND JOBSITE HANDLING OF EPDXY-COATED STEEL REINFORCING 10. FULL PENETRATION GROOVE WELDS ARE TO BE ULTRASONICALLY TESTED. GOVERN. BARS, ASTM D3963, STANDARD SPECIFICATION FOR EPDXY-COATED STEEL 4. SEVERELY DISTORTED (TWISTED, BOWED, CUPPED, CHECKED, ETC.) LUMBER Drawn By : NM WIRE AND WELDED WIRE REINFORCEMENT, ASTM A884. DETAILING OF SHALL NOT BE USED. 11. ALL CONNECTIONS USING HIGH STRENGTH BOLTS SHALL BE TESTED BY Checked By : AA 20. ANY SUBSTITUTIONS OR ALTERNATES (DETAILS, MEMBERS,ETC.)MAY BE USED REINFORCEMENT, ASTM A615. DETAILING OF REINFORCING STEEL SHALL OWNERS TESTING LAB. IF SUCH SUBSTITUTION OR ALTERNATES ARE SUBMITTED TO THE ENGINEER CONFORM TO THE AMERICAN CONCRETE INSTITUTE DETAILING MANUAL. 5. NOTCHES IN THE TOP OR BOTTOM OF DIMENSIONED LUMBER JOISTS OR a ^ � � FOR REVIEW AND ACCEPTANCE IS GRANTED; HOWEVER, THE ENGINEER SHALL RAFTERS SHALL NOT EXCEED ONE-SIXTH THE MEMBER DEPTH AND SHALL NOT 12. HIGH STRENGTH BOLTS OR WELD SHALL BE USED IN THE FOLLOWING BE THE SOLE JUDGE OF ACCEPTABILITY. IN ANY EVENT, THE CONTRACTOR 2. WELDED WIRE FABRIC SHALL CONFORM TO ASTM SPECIFICATION A185 (70,000 BE LOCATED IN THE MIDDLE THIRD OF THE SPAN. END NOTCHES SHALL NOT LOCATIONS: CANTILEVERED MEMBERS (EACH SIDE), MEMBERS NOTED M.C., AT Date : 10/19/2023 SHALL BE RESPONSIBLE FOR THE DESIGN OF SUCH ALTERNATES AND PSI MINIMUM) AND SHALL BE SUPPLIED IN FLAT SHEETS. ALL WELDING WIRE EXCEED ONE-FOURTH THE MEMBER DEPTH. BORED HOLES SHALL NOT BE MEMBERS SUPPORTING MACHINERY OR OTHER MECHANICAL EQUIPMENT, AT SUBSTITUTIONS WHICH HE PROPOSES. THE ENGINEER SHALL NOT BE FABRIC SHALL BE LAPPED TWO (2) FULL MESH PANELS AT ENDS AND SIDES WITHIN TWO INCHES OF THE TOP AND BOTTOM OF THE MEMBER AND THEIR ALL HANGER, POST, STRUT AND COLUMN CONNECTIONS, AT MEMBERS Scale: AS NOTED RESPONSIBLE FOR ANY CHANGES WITHOUT NOTIFICATION. AND TIED SECURELY,UNLESS OTHERWISE NOTED. DIAMETER SHALL NOT EXCEED ONE-THIRD THE MEMBER DEPTH, UNLESS FRAMING TO COLUMNS AND WITHIN Y-0"OF COLUMNS. OTHERWISE NOTED ON PLANS. 3. REINFORCING AND WELDED WIRE MESH FOR SLAB ON GRADE SHALL BE 13. WHERE A307 BOLTS ARE USED, THREADS SHALL BE DISTORTED AFTER 21. LARGER SCALE DETAIL'S SHALL HAVE PRECEDENCE OVER SMALLER SCALE SUPPORTED BY PRECAST CONCRETE CUBES OR BRICK OR CHAIRS DESIGNED INSTALLATION TO PREVENT NUTS FROM BACKING OFF. DRAWINGS. IT IS THE INTENTION OF THE DRAWINGS TO PROVIDE FOR A FOR EARTH BEARING AT A MAXIMUM OF T-0" ON CENTER IN EACH DIRECTION. SHEATHING PANELS: COMPLETE JOB IN ALL RESPECTS AND NO EXTRAS WILL BE ALLOWED FOR DEPTH OF SUPPORT SHALL PROVIDE FOR 3/4" TOP COVER TO REINFORCING, 14. ALL STEEL IS TO BE ERECTED WITH NATURAL CAMBER UNLESS OTHERWISE MATERIALS AND/OR LABOR REQUIRED TO COMPLETE THE WORK, AS UNLESS OTHERWISE NOTED. NOTED;KEEP ENDS OF ALL CANTILEVERS UP AS NOTED ON DRAWINGS. 1. SHEATHING PANELS, PLYWOOD OR ORIENTED STRAND BOARD ("OSB"), SHALL S 0 0 UA0Wk INDICATED. CONFORM TO U.S. PRODUCT STANDARD PS-1 AND BEAR THE APA 4. PROVIDE STANDARD BAR CHAIRS AND SPACERS AT 5'-0" CENTERS MAXIMUM, , 15. STRUCTURAL MEMBERS TO BE PAINTED WITH THE FOLLOWING PRIMER; "10-99 FOR ALL SLABS ABOVE GRADE. GRADE-TRADEMARK OF THE AMERICAN PLYWOOD ASSOCIATION. ONLY TNEMEC PRIMER" MODIFIED ALKYD RUST INHIBITIVE PRIMER, TNEMEC CO., PLYWOOD SHALL BE USED ON FLOORS. INC.OR APPROVED EQUAL. (DRY FILM THICKNESS 2.9 TO 3.5 MILS) Sheet# T-2" T-1" 8'-71 8'-72" y 8'_71., ChiLandro Andrews 158 County Rd. 39, Suite 10 mob`" 5"CONCRETE SLABx12" Southampton, N.Y.11968 Ln WIDE FOR BEARING OF Office: (631)259-3959 �. STAIR STRINGER Info@DiLandroAndrews.com Certificate No.: 0019523 Professional Seal 5"CONCRETE SLABx12" WIDE FOR BEARING OF 00 STAIR STRINGER OF NE IV 5'-11" � W y HENRY opt 5"CONCRETE SLABx1F STIAIR DE SOTR NGERNG O 6 / / / FOp P97201 S-200 6'-5" 6'-5" 9�FES SIONP COORDINATE FINAL DIMENSIONS WITH HOT TUB MANUFACTURER �1N / 0'-9" 2'-112" 14'-7" 8'-0"± cc�n 1'-31 8'-72" ( 1 I rF F [-5'-6"] — TOP OF WALL I 0 4 EL. _-1'-2 1/8"±V.I.F. - I � S-200 I B TO OF W F OTI TO AT 7 OT M EXI IN DO G S-200 I COI L I uI F . I LL ISTI GOP NIN AS I R UI P VI NE TOP OF WALL u: EL. _ - 1'-2 1/8"±V.I.F. _2 CE TO RA SP E — +i 1 +1 TOP OF WALL o I bo ® + CO CO (O fn EL. _ - V-2 1/8"±V.I.F. ti I n o� 4 I z 7 S-200 I O F3 � ( �. �-- _2 S-200 10 TOP OF WALL 4 B TO OF W F OTI T AT `1 I ® 4 I E L. _-V-2 1/8"±V.I.F. S-200 z OT M EX IN 00 NG 7 4 � I S-200 S-200 � S-2 S-200 [-5'-6"] J LLJ FJ— O I I — — - - - - F- U- 9'-5" 29'-11" TOP OF WALL TT OF EW OT G T AT E 0'-11 1/2"±V.I.F. OT M EX IN 00 NG 0 13'-11"±V.I.F. 5"CONCRETE SLABx12" WIDE FOR BEARING OF z Lr) STAIR STRINGER LEGEND Oz 1 - INDICATES FOUNDATION WALL. 4000 3 PSI COMPRESSIVE STRENGTH MIN. < z FOUNDATION PLAN w - INDICATES FOUNDATION WALL SHELF, � SEE DETAILS FOR SIZE SCALE: 1/4"= V-0" O M O . a. INDICATES TOP OF SLAB ELEVATION FROM DATUM ELEVATION Revisions No. Date Description [-x'-xx"] - INIDICATES BOTTOM OF FOOTING 1 10/23/23 FOR PERMIT EL. FROM DATUM 2 --/_-/-_ ---- 3 --/--/-- ---- C - INDICATES CONTINUOUS/ISOLATED FOOTING, 4000 PSI COMPRESSIVE 5 -_/--/-- --" STRENGTH MIN. INDICATES 12" SONOTUBE W/ BF 28 Designed By : NM / BIG FOOT FOOTING, 4000 PSI y Drawn B COMPRESSIVE STRENGTH MIN. Checked By : AA 777 - INDICATES BASEPLATE TYPE. SEE BP-# DETAIL 1/S-400 Date : 10/19/2023 -S.F. - INDICATES STEPPED FOOTING. Scale: AS NOTED SEE DETAIL 8/S-200 NOTES: 1. SLAB ON GRADE INDICATES CONCRETE SLAB W/WWF a 4X4 W-2.OxW-2.0, OVER 10MIL VAPOR BARRIER. Si 00 2. DATUM 0'-0" IS SET TO TOP OF FIRST FLOOR SUB FLOOR. Sheet# - — — — —— — — — — — — —— — DiLandro r — — — — — —— — — — ———— --(3�x42-12-T— ——19a&In" ———(-'4 2-x-1 2LPT- — — 113 -4-3�2Y42 PT— — (43}2-x-1 2-P-T-—— Andrews 79 0—_0 1B-04 1�1 Sn g I ii e e r i n g 158 County Rd. 39, Suite 10 Southampton, N.Y.11968 Office: (631)259-3959 lnfo@DiLandroAndrews.com Q_ it0 I Certificate No.: 0019523 (3)2x12 PT 1900in (3)2x12 PT (3)2x12 PT 1900 1B-04 13 x C'j Q i Professional Sea[ — — —— — — — ——— —— —— —— ———— NCtV�' r--N R 0 r— — — —— ————— ——————— -- (3)2x12 PN 3 2x12 PT 2200 -— ——— — — —— — — ——-- i = 102200 IB-03 M cc —————————— 12-P-T- — ( I i 09720*1 ES SO C; Cq - ——— — 2x12-P-f-— — — 0 2X12 LEDGER FASTENED I 2x12 LEDGER F STENED 2x12 LEDGElf FASTENED AT 12"O.C.W/(2) LEDGER I 5 AT 12"O.C. W/(F) LEDGER 5 AT 12" Vr/(2) LEDGER LOK FASTENERS LOK FASTENERS -4a�2x4-2-122T—— — LOK FASTENFRS S-301 BP-1 % — — — — —— — —— — — — — ------- — — — — — — — — — — — — — 2x 2 Q L — —— Li H Lj Lj Li Li Li Li Li LJ dp E] k 00 ti C14 1800 (2) 11 7/8 LVL 1800 x 1B-05 MECHANICAL LAUNDRY R009g 00 M El CN CD ROOM EXISTING NO CHANCE 9 X co EXISTING NO CHANGE U-) ci 1 RO z El CN14 CRAWL SPACE 4 F1 7 2XI0 0 16' O.C. n BP-3 (y) M x 0 00 Cb kx I 1c, 0 _41-V _j I L j LL FINISHED o co BASEMENT NW % EXISTING NO CHANCE _j D I . F71 F1 11 F-1 F� 11 LL F X C4 xv__ E I 0 I I I — CD L (3)2x12 PT N a (3)2x12 PT— 0_I CD — — — — — — — —— — — — — ——- 5z Cq U) 0 IL z Lr) C-4 0 0-5 Fi F1 El El F1 D F1 11 C/) W >_ 0 z < z 2 LLJ FIRST FLOOR FRAMING PLAN Uj L0 SCALE: 114"= 1'-0" 0 CO W 1-, 0 CL MOMENT CONNECTION VALUE INDICATES STEEL COLUMN BELOW (FT-KIPS) GORevisions INDICATES STEEL COLUMN ABOVE BELOW BEAM MATERIAL No. Date Description O BEAM SIZE SPAN DIRECTION - INDICATES STEEL COLUMN ABOVE 1 10/23/23 FOR PERMIT NOTES: 2 RAFTER PITCH EXTENTS OFGJ DIRECTION FRAMING 0 -INDICATES WOOD POST BELOW -INDICATES LOAD BEARING WALL BELOW 3 1. MINIMUM WOOD POST TO BE (2)-2X POST FOR 2x6 WALLS AND (3)-2X POST FOR 2x4 WALLS. (2) 1 3/4x 11 7/8 LVL 5 C-4 - INDICATES WOOD POST ABOVE BELOW E: - INDICATES LOAD BEARING WALL ABOVE 4 133700 2B-01 C14 5 2. ALL WOOD FRAME CONNECTIONS NOT BEARING TYPICAL CONNECTIONS ARE TO HAVE A - INDICATES WOOD POST ABOVE BEAM END REACTION INDICATES SHEAR WALL SIMPSON FACE-MOUNT HANGER SIZED TO FIT CONNECTING MEMBERS. JOIST RAFTER(LBS-WOOD) MOMENT 3. ALL JOISTS OVER BEARING WALLS ARE TO HAVE SOLID 2X BLOCKING BETWEEN JOISTS AND (KIPS-STEEL) CONNECTION TYPE. & SPACING WOOD POSTS TO BE (2)-2X MINIMUM U.O.N. Designed By : BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. BEAM NUMBER COLUMN NM OVER BEAM STEEL COLUMNS TO BE HSS5x5x3/8 MINIMUM U.O.N. Drawn By : NM 4. FASTEN ALL FRAMING AS PER TYPICAL FASTENING SCHEDULE. Checked By : AA BEAMS HEADERS JOIST RAFTERS COLUMN / POST WALL 77 5. FLOOR SHEATHING TO BE 3/4"CDX MIN GLUED AND SCREWED, UNLESS OTHERWISE NOTED. FRAMING LEGEND Date 10/19/2023 Scale: AS NOTED HEADER SCHEDULE H-1 - INDICATES HEADER TO BE (2)- 1 3/4x7 1/4" LVL H-2 -INDICATES HEADER TO BE (2)- 1 3/4x9 1/4" LVL H-3 -INDICATES HEADER TO BE (2)- 1 3/4x1 1 7/8" LVL SOMI 01 Sheet# _j DiL,andrn Andrews ' EnEngineeringDN 158 County Rd. 39, Suite 10 DECK Southampton, N.Y.11968 Office: (631) 259-3959 Info@DiLandroAndrews.com Certificate No.: 0019523 Professional Seal NEW), r- - - - - --- - NENRY �9 — — — — — — — — — - --- - - - - I s m o� DN I Fp 09720l ENCLOSED PORCH ( Aq�FESS10 r HOT TUB PRIVATE DECK z 8'X8' DN L J L J L— —I W OUTDOOR O g w I I� W SW-1 O z I I I DV_ I 000 < ; H HD RB-02 - c I I = p SH( w MASTER KITCHEN I z I BATHROOM m N.� � � PROTECT AND MA NTAIN I W 21'-9" X I z ( OV I N EXISTING F- FRAMING I � X co14'-10" z � I oLM a a w LL a (v COm _ — r - - - - - - - � - - � tee= DINING ROOMIA I III I MASTi� sEQROOM 2' X3' ILAND oo - J - -- -- - < Et I I— —I I U z J � HD Q GARAGE a � L ---� - -_ I 0 X I -j 4 N 2xl0 NAILER I 3 1 3/4x11 7/8 LVL 3400 N I w Iv (2) 1 3/4x9�1/ LVL eoo rn - o RB of a- C.D 800 RB-03 V v UI C X M n/ CJ W10x88 I I ch LL O N I I RB-06 N x X 18I8 F— N F— O I (2) 1 3/4x9 1/4 LVL W/ 1/2"x9"S EEL PLATES — — r-ra O RB-09 3300 —WEj1C48 N„0 --- - -- - - - - -- cn 3300 / _M RB-05 N WO — — CLEANING G CLOSET HER CLOSET HIS LOSET a r DN z O X POWDER — — e Z U N Q VESTIBULE ROOM -- Q a J w H-2 SHOWER - - if L W 3 /,\ I I I I H, o HID HD SW-1 (CONTINUOUS ABOVE/BELOW OPENING) HD ~ U O Q CV J V Z = is TILEVE - E-' N r F x z N a Z LYWOOD GUSSET ALONG _ — w rn m IDE OF RR/CJ 2 1 3/4x 9 1/4 LVL 110 M 1100 RB-61N — - -— LIVING ROOM Q - - - - - - - _ _ - 13!-4X- - - - Q ry Q GUEST BEDROOM/ OFFICE z j 1s-0 X 10'-6" WOOD BURNING O FIREPLACE r r -- W Oz Qz SECOND FLOOR FRAMING PLAN C) w SCALE: 1/4"= 1'-0" O r-, O I1 MOMENT CONNECTION VALUE -INDICATES STEEL COLUMN BELOW (FT-KIPS) GO Revisions BEAM MATERIAL -INDICATES STEEL COLUMN ABOVE/BELOW No. Date Description O BEAM SIZE SPAN DIRECTION GJ�G -INDICATES STEEL COLUMN ABOVE 1 10/23/23 FOR PERMIT NOTES: GJ 2 --/--/-- RAFTER PITCH EXTENTS OF 3 --/--/ - 1. &SW-X-INDICATES SHEARWALL. SEE DETAIL SHEET S-300 FOR SCHEDULE. DIRECTION FRAMING -INDICATES COLUMN BELOW ® - INDICATES LOAD BEARING WALL BELOW ---- PROVIDE z'THICK PLYWOOD W/BLOCKING AT HORIZONTAL JOINTS. PANEL EDGE NAILING TO (2) 1 3/4x 11 7/8 LVL ,—,1 `4' ® -INDICATES COLUMN ABOVE/BELOW C -INDICATES LOAD BEARING WALL ABOVE 4 BE 1 Od NAILS AT 6"o.c. SIMPSON HDU HOLDOWNS ARE TO BE LOCATED AT ENDS OF EACH ®3700 2B-01 N ^ 5 --/--/-- ---- a ❑ -INDICATES COLUMN ABOVE 0 -INDICATES SHEAR WALL SHEARWALL AND INSTALLED PER TYPICAL DETAILS. BEAM END REACTIO� � (LBS WOOD) MOMENT JOIST/RAFTER ' (KIPS-STEEL) CONNECTION TYPE. & SPACING WOOD POSTS TO BE (2)-2X MINIMUM U.O.N. s '" 2. HD - INDICATES APPROXIMATE LOCATION OF SIMPSON HDU HOLDOWN. SEE DETAIL COLUMN STEEL COLUMNS TO BE HSS5x5x3/8 MINIMUM U.O.N. Designed By : NM SHEET S-300 FOR SCHEDULE. BEAM NUMBER OVER BEAM Drawn By : NM 3. MINIMUM WOOD POST TO BE (2)-2X POST FOR 2x6 WALLS AND (3)-2X POST FOR 2x4 WALLS. BEAMS / HEADERS JOIST / RAFTERS COLUMN / POST WALL177777 Checked By : AA 4. ALL WOOD FRAME CONNECTIONS NOT BEARING TYPICAL CONNECTIONS ARE TO HAVE A SIMPSON FACE-MOUNT HANGER SIZED TO FIT CONNECTING MEMBERS. FRAMING,I LEGEND i 5. ALL JOISTS OVER BEARING WALLS ARE TO HAVE SOLID 2X BLOCKING BETWEEN JOISTS AND Date : 10/19/2023 BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. I Scale: AS NOTED 6. FASTEN ALL FRAMING AS PER TYPICAL FASTENING SCHEDULE. HEADER SCHEDULE 1 ED U LE 7. FLOOR SHEATHING TO BE 3/4"CDX MIN GLUED AND SCREWED, UNLESS OTHERWISE NOTED. H-1 -INDICATES HEADER TO BE (2)-1 3/47 1/4" LVL H-2 -INDICATES HEADER TO BE (2)- 1 3/49 1/4"LVL H-3 - INDICATES HEADER TO BE (2)- 1 3/411 7/8" LVL S 2 Sheet# DIAMOND SAW CUT. IN AREAS WHERE 6" 6" TYP. LAP TYP. LAP STOP REINF. SHORT OF FIRST POUR SECOND POUR 56 BAR 0 SEE NOTE 1 SEE NOTE 1 SLAB IS LEFT EXPOSED, (I.E. LEFT JOINT AT EACH SIDE UNCOVERED), FILL W/SPECIFIED 6" 6 (TYP.) STOP REINF. SHORT OF JOINT FILLER IN ACCORDANCE W/ 4" PREMOLDED TONGUE MANUFACTURER'S INSTRUCTIONS - AND GROOVE JOINT JOINT AT EACH SIDE P 1 h�O Q CORNER BAR SIZE AND DiLandro SPACING TO MATCH �»� _ = HORIZ. REINF. rw ® >`ngineering O ws 0" OPENING Q TyP 158 County Rd. 39, Suite 10 m Southampton, N.Y.11968 L Office: (631)259-3959 Info@DiLandroAndrews.com Certificate No.: 0019523 NOTE: CONSTRUCTION JOINTS ARE TO BE USED WHEN CONCRETING SEE SLAB PLAN FOR CONTROL THE SAW CUT IS TO BE PERFORMED OPERATIONS ARE TO BE INTERRUPTED. CONSTRUCTION JOINTS JOINT LOCATIONS NOTED"CS' UP TO 12 HOURS AFTER THE CONC. MAY ONLY BE USED AT LOCATION SPECIFIED FOR CONTROL AT CORNERS Professional Seal IS POURED, REFER TO ACI 301. JOINTS, SEE SLAB PLAN AND DETAIL. AT INTERSECTIONS TYPICAL CONTROL JOINT DETAIL SLAB ON GRADE CONSTRUCTION JOINT DETAIL DIAGONAL BARS Second Pour First Pour (2)- BARS @ EACH FACE OF (2)#5 BARS AT EACH TYP. LAP ��OF NEw y WALL/T&B OF SLAB. FOR FACE OF WALL/T&B OF � SEE NOTE 1 PROVIDE 1"V GROOVE ON EXPOSED SEE NOTE 3, 4 AND 7 P NENRy Oo WRAP W.W.F. AROUND CONT.#4 SIZE, SEE NOTE 1 (TYP.) SLAB FACE OF WALL AT JOINT. SEE NOTE 7 O� O z NOSING BAR, EDGE W/4' RADIUS TOOL CONSTRUCTION JOINT m SEE PLAN FOR CENTER 2x4 KEY ON WALL 6 6' VAPOR RETARDER, � w LAP EDGES 24"AND TAPE, REINFORCEMENT 0- 1 -0 SHRINKAGE CRACK -- OMIT AT EXTERIOR SLABS Lu SEE PLAN FOR CHANGE NOTES: F 0972 = MIN IN ELEVATION 1. AT WALLS, ADDITIONAL REINFORCING SIZE SHALL MATCH HORIZONTAL AND VERTICAL % oAFESSIONP�� REINFORCING.AT SLABS USE#5 BARS. F- 2. DETAIL APPLIES AT OPENINGS 12"x12"AND LARGER,A SIMILAR DETAIL MAY BE USED AT CIRCULAR OPENINGS 12"AND LARGER. 1 3. COORDINATE OPENING SIZES AND LOCATIONS WITH ARCHITECTURAL AND MECHANICAL DRAWINGS. 2 0 2 PIER, IF REQUIRED TYPICAL SLAB/WALL PENETRATION DETAIL CONSTRUCTION JOINT CONTROL JOINT PROVIDE CONT. CHAIR AT REFER TO GEO TECH. 3'-0"O.C. MAX TO MAINTAIN REPORT OR 6" MIN. S-200 SCALE: N.T.S. REINF.AT EL. SHOWN GRANULAR SUB-BASE NOTE: NATURAL"CUT"GRADE OR 1. ALL BAR SPLICES SHALL BE CLASS"B" LAP SPLICES WITH 56 BAR DIAMETERS MINIMUM COMPACTED SUB-GRADE 2. PROVIDE CONSTRUCTION JOINT AT END OF EACH DAY'S POUR. WALLS SHALL NOT BE POURED IN CONTINUOUS LENGTHS EXCEEDING 30 FEET WITHOUT PROVIDING CONSTRUCTION JOINTS OR CONTROL JOINTS. TYPICAL SLAB ON GRADE DETAIL- RESIDENTIAL STEPPED SLAB DETAIL 3. PROVIDE CONSTRUCTION/CONTROL JOINTS AT FACE OF PIERS UNLESS OTHERWISE NOTED ON PLAN. AT L JOINT, PRVIDE BEVE 10 INTO LL S 1 TYPICAL SLAB ON GRADE DETAIL FLOOR FRAMING, SEE PLAN FLOOR FRAMING, SEE PLAN 4 HORIZONTAOL REINFORCING BARS 6'LSHOORTOF/CONY OL JO NTURFACE BOTH SIDES. STOP/ALTERNATING • o S-200 SCALE: N.T.S. 5. SEE APPROPRIATE SECTION FOR WALL REINFORCEMENT. 6. VERTICAL REINFORCING AND/OR SUPPORT BARS NOT SHOWN FOR CLARITY. o • J 7. PROVIDE CAULKING AT JOINT IF REQUIRED. SEE SPECIFICATIONS. • o z_ O W 2X BLOCKING AT 16"o.c. AND 711 _ CONCRETE WALL CONSTRUCTION DETAIL AT ALL POST LOCATIONS — I 3 TYP. (2)-#5 CONT. TOP AND BOTTOM S-200 O O CONNECT P.T. PLATE TO FOUNDATION WALL U W/4"Ox12" LONG ANCHOR BOLTS AT T-0"o.c. Q 0 il — I #5 BARS @ 18"o.c. HORIZONTAL AND VERTICAL z ai 0'-2"CLR #5 DOWEL AT WALL SPACING w/0'-10" HOOK, W O LAP 48 BAR DIAMETERS WITH VERTICAL BARS T-0" LAP SPLICE FJ- Q TOP OF WALL SECTION � • 2"H"MIN. FIELD HORIZ. &VERY. WALL 2x4 KEYLJL TYP. AT WALL 01 CENTER JOISTS PARALLEL TO WALL AND FTG. 2'-0" REINFORCEMENT F- SLAB ON GRADE, BOT. HORIZ. WALL LINE o SEE PLAN FOR REINFORCEMENT REINFORCEMENT COLUMN/PIER/OR GRADE i0 BEAM TO BE CENTERED ON ° FOOTING ° x x x x COLUMN/PIER/OR GRADE II I II BEAM u) • ° " PREFORMED EXPANSION MATERIAL = ., Z ? I I PIER/COLUMN (3)-#5 CONY. BOTTOM OF FOOTING — O I- U o REINFORCEMENT IF REQ'D #5 HORIZONTAL AT 18"o.c. 0'-6" ry 0'-8" 0'-6" = Lu I BOTTOM OF FOOTING � FOOTING REINF. ~ U EL. = SEE PLAN Z 2 SOIL BEARING 0 U' U) 1 -8" 1 ROCK BEARING • • ,^z I FOOTING TOP TOP REINF. IF REQ'D. C� ~O � ( I I REINFORCEMENT IF REQ'D, O SEE SCHEDULE O _ 4 TYPICAL FOUNDATION WALL DETAIL SEE FDN. U) z T SECTIONS ALL/FOOTING o —o— o r o 0 0 NOTE: S-200 SCALE: 3/4"= 1'-0" cow COZ J • PLACE LOWER FOOTING FIRST O z U Q �— U FTG. BOTTOM REINF., 0 8 STEPPED FOOTING DETAIL z cD UUj _ SEE SCHEDULE O o U` l.{� n/ ' EL., v #5 DOWEL @ 12' O.C., O ~i (L co OF FTG. SEE PLAN w NOTES: TYP. HILTI HIT-200+ HAS IL 1. SEE FOOTING SCHEDULE FOR FOOTING DIMENSIONS Revisions ISOLATED FOOTING SCHEDULE POST, SEE FRAMING PLAN 5„ 5„ No. Date Description ............. _ . ........................................................................................ ...................................................... BEARING CAPACITY OF.501L-2000 PSF 1 10/23/23 FOR PERMIT ALLOWABLE SIZE REINFORCEMENT 2 4-4-- ---- CALLOUT AXIAL LOAD LENGTH V lIDTH THICKNESS LENGTHWISE WIDTHWISE ADDITONAL INFO. SIMPSON CPT66Z 3 --/--/-- F-2,0 7,0 KIPS 2`-0" 2`«0" 1'-0" (3)-#5 (3)=#5 90d HOOK@ END POST BASE (2)-1/2"0 ANCHOR BOLTS 4 --/-4-- --- t �; ,0 14 5 o o ADHESIVELY EMBEDDED 5"W/ FOOTING F-2.5 11.5:KIPS 2.6 2-6 1-0 (3)-#5 (3)-#5 90d HOOK @ END o SIMPSON SET XP EPDXY 0 /--/-- ---- F 3.0 16.5 KIPS 3'_Qi3 3'-0" 1' 0 (3)-#5 (3)-#5 90d HOOK ► END c� W : :. , z k' F-3.5 22.5 KIPS 3'-6" 3'-6" 1'-0" (3)-#5 (3)=#5 00d HOOK @END z T1f 12'0 SONOTUBE o O - Designed By : NM FAG 29.5 KIPS 4"-0" 4'-0" �.'-3" (4)-#S (4)-#S 90d HOOK @ END U w 0- #5 DOWEL @ 12"O.C., NOTE, Lu TYP. HILTI HIT-200+ HAS Drawn By : NM 1) ALLOWABLE AXIAL LOADS ASSUME COLUMN IS CONCENTRIC ON FOOTING -FOR OFFSET FOOTINGS FURTHER p (3) #5 DOWELS AT Checked By : AA W/0'-8" HOOK CALCULATIONS ARE REQUIRED. n 2) MINIMUM BASEPLATE 512E IS TO BE 1#_0„x1,-0„x3/4„, o x LL 5 5 BF28"BIG FOOT Date : 10/19/2023 z FOOTING" Scale: AS NOTED 5 TYPICAL ISOLATED FOOTING DETAIL S-200 SCALE: N.T.S. -7 7- WALL ADD CONCRETE 6 SONOTUBE FOOTING DETAIL , TYPICAL FOUNDATION DOWEL DETAIL S �200 S-200 SCALE: 3/4"= 1'-0" S-200 SCALE: 3/4"= 1'-0" Sheet# Z CONNECT ROOF BEAM TO TOP OF POST W/ ROOF BEAM, SEE PLAN Q (2)-SIMPSON MTS16 TWIST STRAPS, FOR SIZE AND LOCATION w ALTERNATE SIDES OF POST W FASTENER SCHEDULE FOR STRUCTURAL MEMBERS NLCtdro WOOD POST, SEE PLAN DESCRIPTION OF BUILDING ELEMENTS QUANTITY&TYPE SPACING OF FASTENERS Andrews CONNECT ROOF POST TO FOR SIZE CONNECT TOPS OF —� - ROOF FRAMING E I I POST/STUD FLOCKING AND LOCATION RAFTERS ON BELOW W/CS16 OPPOSITE SIDE OF N A RAFTER TO TOP PLATE,TOE NAILED y M o 1!2"fd A307 THRU-BOLT 3 8d PER RAFTER 158 Count Rd. 39 Suite 10 RIDGE W/SIMPSON 0'-6" 1'-4" W/WASHERS CEILING JOISTS TO PLATE,TOE NAILED (3)8d PER JOIST Southampton, COIL RAP LSTA30 STRAP MULTIPLE MEMBERS, CEILING JOIST TO PARALLEL RAFTERS,FACE NAILED (5)16d EACH LAP 31) 9-395 968 Office: 6 CEILING JOIST,LAPS OVER PARTITIONS,FACE NAILED (5)16d EACH LAP 31 259-3959 O O SEE PLAN FOR SIZE& ) ROOF RAFTER AND ROOF QUANTITY COLLAR TIE TO RAFTER,FACE NAILED Info@DiLandroAndrews.com Z (3)8d PER TIE Certificate No.: 0019523 � SHEATHING. SEE PLAN FOR BLOCKING TO RAFTER,TOE NAILED (2)8d EACH END SIZE AND THICKNESS, RIM BOARD TO RAFTER,END NAILED (2)16d EACH END RIDGE BEAM, SEE RESPECTIVELY, AND ARCH. ROOF RAFTERS TO RIDGE Professional Seal PLAN FOR SIZE DWGS. FOR PITCH _ A 1/2"f0 A307 THRU-BOLT W/ TOE NAIL 4 16d PER RAFTER iv WASHERS @ 16"O.C.W/ BLOCKING TO MATCH o (2)@ EACH END FACE NAIL (3)16d PER RAFTER WOOD POST ABOVE ��OF NElyy CONNECT CRIPPLE TO WALL FRAMING TOP PLATE TO TOP PLATE,FACE NAILED 2 16d PER FOOT NENRY 09 HEADER.WITH SIMPSON TOP PLATES LAPS AT CORNERS AND INTERSECTIONS 4 16d EACH SIDE 2x BLOCKING FACE NAILED 24"O.C. MTS`0 TWIST STRAP BETWEEN RAFTERS MULTI-MEMBER CONNECTION DETAIL UDTOST FA ENAIL D 16d 16"O.C.ALOR2X6 S TOP OR SOLE m oC TO PLATE TO STUD,END NAILED 2 16d/ 3 16d PER 2x4/PER 2x6 � W Z �� 4 BOTTOM PLATE TO FLOOR JOIST/BAND JOIST FACE NAILED 2 16d PER FOOT CONNECT HEADER/BEAM �/� S-300 SCALE: N.T.S. STUD TO SOLE PLATE TOE NAILED 2 8d OR 2 16d PER FOOT ``O �97201 !L� TO POST/JACK AND KING J CONNECT RAFTERS TO TOP 12"O.C. 9p NP DOUBLE TOP PLATES END NAILED (2)16d A � STUD W/SIMPSON OF WALL W/SIMPSON TS12 DOUBLE TOP PLATES,MINIMUM 48-INCHES OFFSET OF END FESSN STRONG TWIST STRAPS JOINTS,FACE NAIL IN LAPPED AREA (s)1 sa TIE HH HEADER HANGER SIMPSON STRONG TIE HHUS BUILT-UP HEADER TWO PIECES WITH 1/2"SPACER 16d 16" O.C.ALONG A H EDGE FACEMOUNT HANGER FOR SIMPSON STRONGTIE IUS CONTINUOUS HEADER TO STUD,TOE NAILED 4 8d LVL GIRDER APPLICATION FACEMOUNT HANGER FOR CONTINUOUS HEADER TO STUD,TWO PIECES 16d 16" O.C.ALONG EACH EDGE TJI APPLICATION FLOOR FRAMING WALL JOIST TO SILL OR GIRDER TOE NAILED 4 8d PER JOIST SHEATHING BRIDGING TO JOIST,TOE NAILED 2 gd EACH END BLOCKING TO JOIST,TOE NAILED 2 8d EACH END LVL GIRDER SEE PLAN TJI JOIST SEE PLAN BLOCKING TO SILL OR TOP PLATE TOE NAILED 16d EACH BLOCK LEDGER STRIP TO BEAM FACE-NAILED EACH JOIST SEE PLANS FOR HEADER JOIST ON LEDGER TO BEAM(TOE NAILED) 3 8d PER JOIST SIZE AND LOCATION BAND JOIST TO JOIST END NAILED (3)16d PER JOIST SEE PLAN FOR BAND JOIST TO SILL OR TOP PLATE (TOE NAILED) (2)16d PER FOOT GIRDER SIZE SOLE PLATE TO JOIST OR BLOCKING FACE NAIL 2 16d 12"O.C. STRUCTURAL PANELS 8d 12"-24"O.C. 1 TYPICAL WOOD BEAM/POST STRAPPING DETAIL 2 TYPICAL ROOF STRAPPING DETAIL 3 TYPICAL GIRDER TO GIRDER/JOIST DETAIL 5 FASTENER SCHEDULE FOR STRUCTURAL MEMBERS S-300 SCALE: 3/4"= 1'-0" S-300 SCALE: 3/4"= 1'-0" S-300 SCALE: 3/4"= V-0" S-300 SCALE: N.T.S. WALL SHEATHING PANEL, SEE WALL SHEATHING PANEL, SEE SIMPSON HOLD SHEAR WALL END POST, SIMPSON HOLD DOWNS DOWNS AT ALL AT ALL SHEAR WALL END U) SCHEDULE SCHEDULE SEE SCHEDULE SHEAR WALL POSTS, SEE SCHEDULE END POSTS, SEE SHEATHING PANEL EDGE SHEATHING PANEL EDGE SCHEDULE ANCHOR HOLD DOWN NAILING PER NAILING PATTERN NAILING PER NAILING PATTERN o TO THE TOP FLANGE "A". SEE SCHEDULE "A". SEE SCHEDULE SHEAR WALL END POST, OF STEEL BEAM W/ W SEE SCHEDULE o Q THREADED ROD CONT. TIMBERSTRAND TO SIMPSON A34 FRAMING ANGLE SIMPSON A34 FRAMING ANGLE MATCH FLOOR JOIST DEPTH CONT. TIMBERSTRAND TO II MATCH FLOOR JOIST DEPTH THREADED ROD 11 CONNECTING /11 z SEE PLAN FOR JOIST SIZE AND SEE PLAN FOR JOIST SIZE AND HOLD DOWNS 11 NAIL BOTTOM AND SHEATHING SPACING II TO BLOCKING PER NAILING NAIL BOTTOM AND SHEATHING SPACING THSEE OUSCHEDULE II W Q PATTERN "B"SEE SCHEDULE TO BLOCKING PER NAILING J SHEATHING PANEL EDGE PATTERN"B"SEE SCHEDULE SHEATHING PANEL EDGE F' NAILING PER NAILING PATTERN NAILING PER NAILING PATTERN F— "A"SEE SCHEDULE "A"SEE SCHEDULE 0 STEEL BEAM, SEE PLAN SECTION B SECTION A SIMPSON HOLD DOWNS AT ALL SHEAR WALL END POST, SHEAR WALL END POST, SHEAR WELL END POSTS, SEE SEE SCHEDULE SEE SCHEDULE SIMPSON HOLD DOWNS AT AT FLOOR LEVELS AT STEEL BEAMS SIMPSON HOLD DOWNS AT 2x BOT. AND FLOOR SHEATHING. ALL SHEAR WALL END 2x BOT. AND FLOOR SHEATHING. Q ALL SHEAF;WALL END NAIL AND SHEATHING TO LVL POSTS, SEE SCHEDULE NAIL AND SHEATHING TO LVL POSTS, SEE SCHEDULE BLOCKING PER NAILING ° � BLOCKING PER NAILING OQ /q PATTERN"B"ON SCHEDULE PATTERN "B"ON SCHEDULE (2)-2x TOP (2)-2x TOP Ll SOLID LVL SOLID LVL BLOCKING LVL BLOCKING BLOCKING Q LVL. BLOCKING BETWEEN I-JOISTS 4r BETWEEN I-JOISTS z Lo THREADED ROD CONNECTING HOLD THREADED ROD CONNECTING HOLD O 65 DOWNS THROUGH FLOOR, SEE DOWNS THROUGH FLOOR, SEE SCHEDULE SCHEDULE SIMPSON HOLD DOWNS r SIMPSON A34 FRAMING SHEAR WALL END POST, AT ALL SHEARWALL END SHEAR WALL END POST,SEE SCHEDULE N SIMPSON A34 FRAMING ANCHOR, PROVIDE (2)- SEE SCHEDULE POSTS, SEE SCHEDULE 1_i_ ANCHOR, PROVIDE (2)- SIMPSON HOLD DOWNS AT ALL SHEAR A ANCHORS PER LVL BLOCKING SIMPSON HOLD DOWNS AT ALL SHEAR R ANCHORS PER LVL BLOCKING 0 f'1 WALL END POSTS, SEE SCHEDULE o ANCHOR HOLD DOWN WITH SIMPSON HOLD O z LVL BEAM SEE PLAN WALL END POSTS, SEE SCHEDULE 3 PLY MIN. o THREADED ROD THROUGH ( ) MIDDLE PLY OF LVL BEAM DOWNS AT Q z SHEATHING PANEL EDGE ALL SHEARWALL 2x BLOCKING,TYP.AT ALLA SHEATHING PANEL EDGE 2x BLOCKING, ALL NAILING, PER PATTERN o END POSTS, SEE H W NAILING, PER PATTERN PANELNEL EDGES GES U PANEL EDGES "A"ON SCHEDULE "A" ON SCHEDULE SCHEDULE WW L N CY) SB ANCHOR BOLT BY SHEAR WALL END POST, WALL SHEATHING SHEAR WALL END POST, WALL SHEATHING Pk- 0 SEE SCHEDULE PANEL, SEE SCHEDULE � SEE SCHEDULE PANEL, SEE SCHEDULE SIMPSON STRONG TIE OR APPROVED EQUAL SIMPSON HOLD DOWNS P.T. SILL,SEE NOTE 4 SIMPSON HOLD DOWNS P.T. SILL, SEE NOTE 4 AT HOLD DOWNS AT ON SCHEDULE AT ALL SHEAR WALL END o ON SCHEDULE FOUNDATION AT ALL SHEAR WALL END POSTS, SEE SCHEDULE C POSTS, SEE SCHEDULE 114"x 5"x 5"STEEL LEVEL, SEE SCHEDULE Revisions TOP OF FDN. WALL OR TOP OF FDN. WALL OR PLATE RECESSED AND DETAIL 2/S-301 J No. Date Description HAUNCH SLAB HAUNCH SLAB INTO LVL BEAM 1 10/23/23 FOR PERMIT DRILLED IN AND ADHESIVE DRILLED IN AND ADHESIVE ANCHORED ROD AT HOLD DOWNS ANCHORAGE OF P.T. ANCHORED ROD AT HOLD DOWNS ANCHORAGE OF P.T. 2 --/�-/-- AT FND. LEVEL, SEE SCHEDULE SILL TO TOP OF FND. AT LVL BEAMS AT FOUNDATION LEVEL 3 AT FND. LEVEL, SEE SCHEDULE SILL TO TOP OF FND. FOUNDATION WALL FOUNDATION WALL WALL OR HAUNCH OR HAUNCH SLAB WALL OR HAUNCH 4 OR HAUNCH SLAB SLAB, SEE SCHEDULE SLAB, SEE SCHEDULE 5 6 TYPICAL SHEAR WALL DETAIL PERPENDICULAR TO JOISTS , TYPICAL SHEAR WALL DETAIL PARALLEL TO JOISTS 8 TYPICAL HOLDOWN CONNECTION DETAILS Designed By : NMN F. S-300 SCALE: 3/4"= T-0" S-300 SCALE: 3/4"= 1'-0" S-300 SCALE:3/4"= V-0" Drawn By : NM Checked By : AA I: NOTES: :' SHEATHING PANEL NAILING PATTERN "A" „NAILING PATTERN B„ SIMPSON HOLDOWN 1. HOLDOWNS INDICATED ARE TO BE LOCATED AT BOTH SHEAR WALL END POSTS AND SHALL ANCHOR v ANCHORAGE OF P.T. SILL THE BOTTOM OF THE SHEAR WALL END POST IN ONE OF THE FOLLOWING WAYS: Date : 10/19/2023 MARK LOCATION TO TOP OF FOUNDATION WALL/ SHEATHING PANEL 2x BOT. AND FLOOR ANCHOR TO CAST IN PLACE END POST SCREWS A. AT SECOND FLOOR SHEAR WALLS, PROVIDE A MATCHING HOLDOWN AT THE TOP OF THE Scale: AS NOTED THICKNESS BOTH SIDES OF WALL HAUNCH SLAB EDGES TO VERT. SHEATHING TO LVL MODEL FOUNDATION/ ANCHOR /SOLID WOOD SHEAR WALL BELOW AND CONNECT THROUGH THE SECOND FLOOR WITH A THREADED ROD STUDS TO HORIZ. BLOCKING/LVL WALL BELOW EMBEDMENT POST SIZE (MIN.) OF THE INDICATED DIAMETER. 2X BLOCKING DEPTH (MIN.) B. AT FIRST FLOOR SHEAR WALLS, ANCHOR TO THE FOUNDATION WALL OR HAUNCH SLAB WITH A THREADED ROD OF INDICATED DIAMETER. RODS SHALL BE DRILLED IN AND EPDXY ANCHORED REFER TO J"Ox12" LONG ANCHOR (14) SIDS a x 22 USING SIMPSON SET EPDXY ANCHORING SYSTEM WITH THE INDICATED EMBEDMENT DEPTH. SW-1 FRAMING PLAN 1/2 N BOLTS AT 4'-0"o.c. 10d AT 4 O.C. 16d AT 4 O.C. HDU5-SDS2.5 SB 5/8x24 18 (2)-2x 9 SHEAR WALL SCHEDULE AND NOTES 6 � 300 S-300 SCALE: N.T.S. Sheet# Nam.. `DiLandlro SB ANCHOR BOLT BY - Y SIMPSON STRONG-TIE SIMPSON STRONG-TIE SIMPSON STRONG-TIE SIMPSON STRONG TIE OR AndrewsAPPROVED EQUAL Engi:ie�ring r� w HURRICANE STRAP HURRICANE STRAP RIDGE STRAP MODEL#CS16(TYP.) MODEL# H8(TYP.) MODEL#LSTA30 0'-13" MIN. EDGE DISTANCE (16"O.C. MAX SPACING) (16"O.C. MAX SPACING) 4 County158 Rd. 39, Suite 10 Southampton, N.Y.11968 7- Office: (631)259-3959 ° ° ° • #5 BAR CONT. ° Info@DiLandroAndrews.com °0 WALL SHEATHING FLOOR SHEATHING WALL SHEATHING FLOOR SHEATHING Certificate No.: 0019523 CO d. a FOUNDATION WALL e FOUNDATION WALL NAIL WALL PLATE TO RIM NAIL WALL PLATE TO RIM MIN EMBEDMENT, SEE SHEAR ih OR STEM WALL OR STEM WALL BOARD AND JOIST W/16d AT BOARD AND JOIST W/ 16d AT Professional Seal WALL SCHEDULE ON S-300 ° 8"O.C. MAX SPACING FLOOR JOISTS, SEE 8"O.C. MAX SPACING FLOOR JOISTS, SEE U-13" MIN. EDGE DISTANCE FRAMING PLANS FRAMING PLANS 4 CONT. RIM BOARD OVER 0'-6" MIN FOR S65/8x24 OPENINGS IN SUPPORTING CONT. RIM BOARD OVER 31,olF NE�yO 0'-8" MIN FOR S67/8x24 G °a ' ATTACH FLOOR TO FLOOR ATTACH EACH RAFTER TO PLATE ATTACH EACH RAFTER TO RIDGE L 0'-41" MIN. (SB5/8 AND 7/8) a WALL BELOW. NAIL OR OPENINGS IN SUPPORTING �Q' NENRy .per 4 SCREW VERT. 2X BLOCKING WALL BELOW. NAIL OR CO) O 5" MIN. (SB1) TO RIM AT LOCATIONS OF SCREW VERT. 2X BLOCKING 2 A SECTION PLAN-CORNER r POSTS FROM ABOVE TO RIM AT LOCATIONS OF � M w POSTS FROM ABOVE SIMPSON STRONG-TIE CORNER NON-CORNER CORNER 9D9720� SIMPSON STRONG-TIEINSTALLATION INSTALLATION INSTALLATION TOENAIL RIM BOARD TO EN RIM BOARD TO %FESSION HURRICANE STRAP HURRICANE STRAP MODEL#SSP (TYP.) MODEL# HETA40(TYP.) (INSTALL WITH ARROW (BOLT MAYBE INSTALLED (INSTALL WITH ARROW WALL PLATES W/16d WALL PLATES W/16d PROVIDE SOLID, TIGHT FITTING LVL MODEL# DSP FOR DOUBLE STUD (16"O.C. MAX SPACING) ON TOP OF BOLT AT 45° TO 135°AS SHOWN) ON TOP OF BOLT TOENAIL AT 8"OC TOENAIL AT 8"OC BLOCKING BELOW STUDS (16" O.C. MAX SPACING) ORIENTED AS SHOWN) ORIENTED AS SHOWN) NAIL JOISTS TO WALL CENTER JOISTS ON INSIDE 45° 135°/90°/45° 135° PLATES W/(4)-10d. LAPTOP LAP TOP PLATES AT FACE STUD WALL PLATES AT CORNER AND CORNERS AND ,.• a ANCHOR BOLT, INTERSECTIONS. SPLICE INTERSECTIONS. SPLICE FILL CAVITY WITH •• TYP. INSULATION. SEE ` Q TOP PLATES 24" (MIN.)AT TOP PLATES 24"(MIN.)AT ARCHITECTURAL DRAWINGS ':::1•• ° ,:f + 7. 6Va .2 ..a END JOINTS. END JOINTS. FOR MORE INFORMATION OUTER EDGE OF •• CONCRETE, TYP. ATTACH FLOOR TO FOUNDATION PLAN-ANCHOR BOLT PLACEMENT JOIST PARALLEL TO VIEW JOIST PERPENDICULAR TO VIEW 1 TYPICAL EXTERIOR WALL STRAPPING DETAILS 2 SB ANCHOR BOLT AT FOUNDATION WALL 3 EXTERIOR WALL DETAIL S-301 SCALE: 3/4"= V-0" S-301 SCALE: 3/4"= 1'-0" S-301 SCALE: 3/4"= 1'-0" J_ Q z {, W J 4 16 16" SEE PLANS SEE PLANS 0 0- NN "P" FOR STEEL FOR STEEL �In� w o SEE NOTE 3 Q PLATE SIZE PLATE SIZE V STEEL PLATE STEEL PLATE zCC TO BE FLUSH TO BE FLUSH FLOOR SHEATHING NAILED AT 6"o.c. MAX. G 3' WITH WOOD V WITH WOOD TO JOIST/BLOCKING WITH TENSION TIE Q FRAMING III FRAMING W z'0 HDG THREADED ROD WITH J W ry NUTS AND WASHERS FLASHING FOR WATERTIGHTNESS, NOT SHOWN F-- N LL F_ 1 SECTION A-A SECTION A-A 2 0'-2 " Q N 2-LVL 3-LVL 0 (2) ROWS OF 5/8"0 BOLTS W/ ' NOTES: WASHERS STAGGERED AT 16"O.C. W/(4) BOLTS AT SUPPORTS, TYP. 1. USE 1 3/4"x LVL AS PER PLANS. 2. COUNTER SUNK BOLTS SHALL NOT BE PERMITTED. SIMPSON DTT2Z OR APPROVED 3. WHERE CONCENTRATED LOAD EXISTS "P"AND BEAR FLOOR JOIST EQUAL LOCATED WITHIN 24" OF ON FLITCH BEAM, LOCATE (3) 5/8" O BOLTS STAGGERED (SOLID 2X JOIST OR 2X BLOCKING) EACH END OF THE LEDGER 0 AS SHOWN. DECK JOIST, SEE PLAN Q SIMPSON FACE MOUNT JOIST HANGER OR 0 APPROVED EQUAL 2X P.T. LEDGER FASTENED W/LEDGERLOK 0 FASTENERS STAGGERED IN A"W' PATTERN @ 6"o.c. 2-3/4"SPACING z L 4 TYPICAL FLITCH PLATE DETAIL 5 TYPICAL DECK ATTACHMENT DETAIL 0- S-301 0z F-- < z U w ° I` 0 d Revisions No. Date Description 1 10/23/23 FOR PERMIT 2 4-4-- ---- 3 4-4-- ---- 4 --/--/-- ---- 5 --/--/-- ---- Designed By : NM Drawn By : NM Checked By : AA .P. Date : 10/19/2023 Scale: AS NOTED S �301 Sheet# _j JOIST DETAILS ( ) Load bearing or braced/shear wall Y Plate nail-16d 0.135"x 3Y" 1y"round holes may be cut above(must stacN;over wall below) Load bearing Plate nail, 16d (0.135 x 3Yz") at 12"on-center g or braced/shear wall above anywhere in web outside of Plate nail, 16d(0.135"x 3 Y2") When sheathing thickness exceeds%", 2x stud wall at Floor panel nail- Blocking panel: %"TJ Rim Board, must stack over wall below when resent ® hatched zone if they are ® ALLOWABLE HOLES - TJI Joists at 16"on-center at 16"on-center 9 - P 1Y4"or 1Y2"TimberStrand®LSL or No load bearing ( p ) located 3"awayhorizontal) Blocking panel: trim sheathing tongue at rim board 16"on-center 8d(0.131"x ZY")at 6"on-center Y 1y"TJ®Rim Board; 1y"or Web stiffener TJI®joist. wall above Blocking panel: QYMin.distance from Table A Min.distance from Table B (edge-to-edge) ® required en both Plate nail-16d(0.135"x 3Y") g P from a larger hole. 1Yz"TimberStrand LSL or q ., Web stiffeners required on 2x4 minimum Web stiffeners 1Y8"TJ®Rim Board, DO NOT ®• sides at A2W ONLY at 16"on-center both sides at A3.4W ONLY TJ Joist Sheathing squash blocks required each side 1Y4"or 1Y"TimberStrand LSL cut or notch flange. Floor panel nail- ��` iL.andr0 ' 8d(0.131"x 2Y")at 6"on-center` boundary nails, at B3W ONLY or TJ 10 joist 8d(0.131"x 2y") 1Y4"or 1 Y2" U. ,• O - Andrews + Web Stiffeners required at 4"on-center TimberStrand® Ys Web stiffeners 6" g Engineering Rim-to-joist q t I LSL rim board. required on both nail I each side at A3._W 61 B1 W sides of both joist rh L, 2 x D1 D, Close) grouped round L 2 x L D Toe nail-10d(0.131" I t 1 Y g P z z z 6" 6" Toe nail, Toe nail, 1y"TJ®Rim Board, When sheathin holes are permitted if 158 County Rd. 39, Suite 10 III g x 3")at 6"on-center ends at B4W ONLY Nofield minlmu P minimum No flerdcut Do not cur 10d(0.131"x 3") 10d(0.131 x 3") (A3.1/A3.1W only) thickness exceeds a", 12" at 6"on-center at 6"on-center / 1Ya"or 1 Yz"TimberStrand®LSL. trim sheathing tongue min. Web stiffeners required End of joists at DO NOT (applies to all holes the group perimeter holes In holes larger Southampton, N.Y.11968 1 hatched meets requirements for hatched + . on both sides a:B1 W ut holes In cantilever except knockouts) q than 1/ to Office: (631)259-3959 centerline zones round or ware holes. zones cantilever TJI rim joist at rim board and B2W ONLY reinforcement. q Web stiffener of support Info@DiLandroAndrews.com Toe nail-10d 0.131"x 3" required on both Must have 1Y4"minimum Table A - End Support q at 6"on-center Install proper blocking to Blocking panels may be required pp Certificate No.: 0019523 * sides at Al W ONLY * joist bearing at ends.Attach * support all panel edges 62 B2 Blocking panels may be required with braced/shear with braced/shear walls above or Minimum distance from edge of hole to inside face of nearest end support Al Al W O A2W rim joist per A3 detail. 80 (9 (9 walls above or below-see detail B1 63 B3W below-see detail B1 B4 B4W JOIST TJI® ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE "For additional installation specifications see Rim Board Details and Installation in A3W A3.1 eA3.2 eA3.3 For additional installation specifications see Rim Board A3.4 A3.4 * DEPTH Professional Seal 2" 3" 4" 5" 6y" 7" 8%" 11" 13" 2" 3" 4" 5" 6y" 7" 8%" 11" 13"O O y W Nail through b with cantilever, ow wood backer and 110 1.-0" r-6" T-o" T-0" 5'-0" r-0" ram" 2'.6" T-6" 4'-6" Weyerhaeuser Installation Guide for Floor and Roof Framing,TJ-9001. Details and Installation in Weyerhaeuser Installation Guide 1Ya"TJ®Rim Board or 1Y"or 1y"TimberStrand® Blocking TJI®joist web with 2 rows 10d(0.148"x 3") 210 t'-0" 1'-6" 2'-6" T-0" 5'-6" 1'-0" 2'-0" T-s" 4'-0" 6.0" for Floor and Roof Framing,TJ-9001. LSL. Nail with 10d 0.131"x 3" nails, one each at nails at 6"on-center,clinched. 9Y" ( ) panel ® 230 1'-0" 2'-0" 2'-6" 3'-6" 5'-6" 1'-0" 2'-0" 3'-0" a'-s" 5'-0" F NE top and bottom flange. Nail to blocking panel with Use 16d (0.135"x 3Y")nails with 3Yz"TJI 3so T-6" 2'-0" T-0" 4'-0" 6'-0" 1'-6" 2'•6" T-6" F-0" 5'-6" �C.O W „ connections equivalent to floor panel schedule. joist flange widths. sso r-6" 2'-s" T-6" 6-0" T-o" 2'-0• 3'.0^ 4'-0" 5'-6" 6'-0" ,tP� NENR). y0,p 1lo 1'-0" T_0" 1'-6" 2'-0" 2'-6" S-0" 5'-6" 1'-0" 1'-6" 2'.0" T-6" 4'-6" 5'-0" 6'-0" 6'-0"length of TJI®joist 8' diameter maximum hole for 11 a - 1Ys"TJ®Rim Board 1Y4"or 1Y2"TimberStrand® 210 r-0° r-s" r-o" z'-a' 3'-0° 3'G° s'-o° r-o° r s" z's" 3'-0^ 5'-0° 5'-s" s'-s° reinforcement and filler 16"deep blocking panels;6"diameter LSL. Nail with 10d(0.131"x 3")nails, O 4'-0"length of 8"diameter maximum hole for 11%"- block. Use 4'-0"length maximum for blocking panels 9Yz" Attach reinforcement to joist 11�" 230 r-0" r-6" 2'-0" r-6" T-0" T-6" 6'-6" r-0" 2'-0" T-6" T-6" 5'-6" 5'-5" T-o" = p YV reinforcement „ ® one each at top and bottom flange. 360 r•s" T-o" T-0" T-6" 4'-6" 5-0^ 7'-0" r-6" 2'-6" T-6'' 4,-6„ 6_s„ 6,-6„ T-611 t-- n1 cc 16"deep blocking panels;6"diameter with 9Yz"and 11/ TJI eep or shorter than 12"long. with one 8d(0.131"x 2Yz") P u, 8"diameter maximum hole for on one side at E2, ,. Attach reinforcement to joist nail at each corner 660 r-s" T-5" T-0" 4'-0" 5'-6" s'-0" s'-o" 2'-6" 3'-0" 4'-6 5-6 0 7-6 s o maximum for blocking panels 9Yz Joists. Do not cut flanges. 1 F1 applies to Web stiffeners 11Y8"-16"deep blocking panels; g P with one 8d 0.131"x 2Yz") 110 1-0 1-0 1-0 1-o r� T-o" T-0" 5-6" 1'-0.. 1'-0" 1'-6" T-o" T-6" 4'-0" 6'-0" 8'-0" C both sides at E3 deep or shorter than 12"Ion ( Horizontal blocking uniform) P 9• 9 y 210 1'-0" 1'-0" 1'-0" 1'-6" 2'4" 2'-6" 3'-s" 6'-0" 1'-0" 1'-0" 2'-0" 2'-6" 4'-0" 4'-6" 6'-6" 8'-6" F 0 Load from above required on both 6"diameter maximum for Do not cut flanges. 1Ya"TJ®Rim Board 1Y4"or 1y" Hall at each corner panels between each loaded joists 14" 230 r-0" r-o" 1'-0" r-6" T-6" r-6" a'-o° T-o" 1-0" r-o° z'-o^ 3'-0° a'-o" 5-0° r-o" 9'-0" Op 9720 sides at E1 ONLY blocking panels 9Yz"deep or TimberStrand®LSL. Nail with P�' Joist. Nail to top plate with only. 3so r-0" 1'-a' r-s" 2'-6" T-6" 4'-0" 5-s" 8'-0" 1'-0" r-6" 2'-6" 4'-0" 6'-0" 6'-6" a'-o" 9'-s" OFES SIGN shorter than 12"long. tj 10d(0.131"x 3")nails,one 12"length of Y4' connections equivalent to Wood A' �t�` Sso r-o" 1'-0" 2'-0" T-0" 4'-6" 5-0" 5-6" 9'-0' r-6• T-0" 4'-0" 5-0" T.0" T-6" 9'-0" 10'-0" Y,E" Do not cut flanges. 1Y8"TJ®Rim Board or 1Y4"or 1Yz" each at top and bottom flange. reinforcement on floor panel schedule. backer a�`�e�e� 0�\�!1 110 1'-0" 1•-0" 1'-0" 1'-0" t'-o" 1'-0" 2'-0" T.0" 5'-0' 1'-0" 1'-0" 1'-0" 1'-s" T-0" T-0" 6-6" T-6" 10'4' TimberStrand LSL. Nail with 10d 9 �` y 210 1'-0" 1'-0" 1'-0" 1'-0" one side at E5, 12"length of Y4' <��`e t Gan 0 16" 230 1'-0" 1'-0" 1'-0" 1_o" 1'6" 1'6" 3'-0" 4'-0" T-o"(0.131"x 3")nails, one each at Attach reinforcement to both sides at E6 g ��2 \eye tR`\ top and bottom flange. joist web with 3 rows Full depth vertical reinforcement on one side �� \r J��to 3so r-o" r-o° r-a' r-o" 2'-6" 2'-6" ' •" blocking between at E7, both sides at E8 F1 \e�°' � Sso II 10d(0.148"x 3")nails at 6 9 Attach reinforcement on-center,clinched. Use 2 1 ' " ' " ' " " 2x4 minimum each joist a" s" r• s" 10" 12" 1a/, 1s/. a" s" r' a" 10" 12" 1a/. 1s/, to joist flange with as Less than 5" squash blocks 1 9 2', t(` rows with 9y"and 11/' Less than 5" 1s" 360 r-Ir' r-o° r-o" r-o° 4'-0" 5-5' s'-s° r-o° 3'-0° 4--6" s'-o" 1a-o^ t ® p 8d(0.131"x 2Y2'")nails at 6" a�`� TJI®joists. 560 1'-0" r-a• 1.0" r-o" a'-6" T-o" 1a6° r-o" 5-0" 1/8"TJ Rim Board or '2'\�vd` on-center.When reinforcing E5 E6 I Gap": WEB STIFFENER ATTACHMENT 20„ 3so r-a' r-a• 1'-a' r-o" 2'-0" 4'-0" T-0" 10'-0" CS Use 2x4 minimums squash blocks to 1Y4"or%"TimberStrand®LSL. Face grain 2, _L q both sides,stagger nails. Ya minimum Sso r-o° r-o" r transfer load around TJI®joist Nail with 10d (0.131"x 3") horizontal E4 Not for use with 3Y2" TJI®joist flange widths 1„ 2Y4"maximum E1 E1 nails,one each at top and E2 E3 (%"for TJI® Nailing: Table B - Intermediate or Cantilever Support bottom flange. EXTERIOR DECK ATTACHMENT Option#1: 560, 560D) See table below. Minimum distance from edge of hole to inside face of nearest intermediate or cantilever su ort Apply subfloor TJI®joist blocking with end JOIST TJI® ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE Web stiffener both sides. Structural exterior sheathing blocks installed at joist-span DEPTH 2•• 3'• a" s" 6y•• T• s%" 11• 13•' 2" 3" 4" s" sy•• r' s/" 1r• 13•• adhesive to all a 1 P See table below. •With Double TJI®Joist Filler Block: Flush bearing plate required. Flashing locations using point load from above,and to support 110 z'-o" 2'-6" 3'-6" 4'-6" 7'-6" 1'-6" 2'•6" T-6" 6'-6" 6'-6" Hanger height must Hanger Backer Block: Install ti ht Maximum Y"overhang contact surfaces � below,install web stiffener tight to top flange ' be a minimum of 60/ Attach per the table. g g two 8d(0.113"x 2y ) Ti ht fit 210 2'-0" z'-s" 3'-6° 5'-0° s'-a' 2'-0° 3'-0° a'-o^ s'-s° T-s" P to to flange(tight to bottom permitted at beam. 9 (gap at bottom flange) 9y" ofjoist depth Nails shall be driven from P g ( g P Treated 2x nails or z3o 2'-6" 3'-a a'-o"' S'-0" s's" z'-o° 3'-0° a's" s'-s° T s" flange with face mount hangers). - a� Nailing Requirements 360 3'-a' 4'-0" s-6" s'-s" s'-o" 3'-0" a's" 5'6° r s° s'-o" alternating sides.Clinch nails ledger ti5p 2y"screws, ® Depth Minimum Web N Clinch nails when possible. ore TJI Joist Series Number Nails 560 3'-6" 5-0" 6'-0" T-6" 10'-0" 4'-0" 5-6" s'-s" 8'-0" 9'-0" L1. when possible. See fastener ® typical (in.) Stiffener Size Type 1Y8"TJ Rim Board or 1Ya" �� End Intermediate 110 r-o" 1'-0° r-s" r-s" a'-o" a'-s" 8'-6^ r-o° r-s° 2'�° a'-o° T-o" T-o^ s'-s° W It I table below. Maintain p -, or 1Y2"TimberStrand® LSL. 110 All s/a"x 2Y6'(1, 210 r-o" r-o° 2'-0° 3'-0° a's" 5-0° s'-a' r-o^ 2'-a' 3'-0° a's° a'-o° e'-o^ 10'-0° 'I ` edge of distance(minimum) u )hon, 210 All Y4'X 2%s'p) 8d 11 e' 230 V-0" 2'-0" 2'-6 3'-6" 5'.0" 6-6" 10'-0" 1'-0" 2'-6" T-6" 6-0" 8'-6" 9'-0"' 10'-6" V J Top mount 360 2'-0" 3'-0" 4'4' 5'-6" T-0" T-6" 11'-0" 2'-0" T-6" 5'-0" T-0" 9'-6" 9'-6"' 11'-0" 9 A t Option#2: All �"x 2%s (0.113"X 2y") 3 3 560 t'_6" 3'_0" 4'-6" F-6" 9'_0" 6'-6" 12'-0" 3'_0„ 4'-6" 6'-0" 8'.0" 10'-6" 11'-o"' 12'.0" hanger ��.,'• 230&360 Fastener Allowable Load(2)(lbS/bolt) 2x-strapping installed atY3 16d 110 1'-0" 1'-0" 1'-0" 1'4' 2'-0" 2'-6" 4'-6" V-6" 1'-0" 1'-0" 1'4" T-6" 5'-0" 6'-0"' 9'-0" 12'-0., Z W g joist-span locations using two 560 All 2X4r`) 210 1'-0" 1'-0" 1'-0" 1'-0" 2'.6" T-0" 6-6" 9'-6" 1'-0" 1'-0" 2'-0" 3'-6" 6'-0" T-01' 10"-0" 13'-0" Backer OC (().135"X 3Yz") 14" 230 V-0" I'4' 1'-0" 2'4" T-5" 4'-0" 6'-0" 10'-6" 1'-0.1 1'-0" 2'-6" 4'-0" 6'-6" T-61' 1 V-0" 13'-6" Face mount i'Through bolt hanger both sides of web Rim Board Material y2'lag bolt Yi'Through bolt with Air Space 2y"screws per joist,typical with single TJI®joist 1Ya"TJ'Rim Board(3) 480 695 18' 4 4 360 1'-0" 1'-0" 2'-0" 3'•6" 5'-6" 6'-0" 8'-B" 12'-6" 1'-0" T-0" 4'-0" F-6" V-0" IU-0"" 12'.0" 14'4' 1 4"TimberStrand LSL 610 725 615(4) Option#3: 20" a) 16d 5 5 560 V-0" 1'-0" 1'-6" T-6" 5'•6" 6'-6" 9'-6" 13'-6" 1'-0" 3'-0" 5'-0" T-0" 10'-0" 1V-0"' 13'-6" 15'-0" Web stiffeners required if sides of 560D (3) 2x4 0.135"x 3Y") 6 11 110 r-o° r-a" r-0° r-o" 1'-a' r-o" 2'-6" 5-0" 8'-6" r-0" r-0" r-0" r-o" T'6" 4-6" 8'-6" 11'-6" 15-0" hanger do not lateral) support at With top mount hangers,backer block required only 1 y"TimberStrand LSL 675 725 Directly applied ceiling 22" H1 g Y PP H2 H3 24"(3) 6 13 1'-0" 1'-0" 1'-0" 1'-0" T-6" 6'_0" 10'.0" 1'-0'• 1'-0" 1'-0" 1'-6" 4'-6" 5'_6" 1T-0" 12'.6" 16'-0" W 0 least Y8"of TJI®joist top flange O for downward loads exceeding en Ibs or for uplift O LA (1)Corrosion-resistant fasteners required ce with service applications. PB1 When specified on the layout, one Of W -0" 1'-0" 1'-0" 1'-6" 2'-0" 4'-0" 6'-6" 11'-0" 1•-0' 1'-0" 1'-0" 2'-6" 5'-0" 6'-0"' 10'-6" 13'-6" 16'6" LL conditions.For nailing requirements see page 5,TJ- (2)Allowable load determined In accordance with ASTM D7672. O O 1 PS1 or PS2 sheathing,face rain vertical O ( ) g, g 360 1'_0 1,_0- 1,-0" 1'-0" 3,_0," 4,_0„ 6-6„ 10,0„ 13'.6" 1_0„ 1'_0„ 2'_0„ a'_0, 7,_6„ g,-6" 13'_0" 14,6„ 17'_0„ 9001, Weyerhaeuser installation Guide for Floor and (3)1y"TJ®Rim Board is allowed with joist depths<_16"only. the bracing options above is required g Sso v-0" 1'-0" 1'-0" 1'-0" 2'-6" 3'-6" T-o" 11-0" 15-0" 1'-0" 1'-0" T-6" 6-6" 9'-0" 10'-0" 14'-6" 16'-0" 18'-0" y J P (2)Construction grade or better Roof Framing, TJ-9001. (4)MaximumY2"shimmed airspace. 3 Web stiffeners are always required for 22"and 24"TJI®560D Joists LLI 4" 6" 7" 8" 10" 12" 14Y4" 16Y4" 4" 6" 7" 9" 10" 12" 14Y4" 16Y4'• O BEAMDETAILS FASTENING of FLOOR PANELS 18„ 3so 1'-0" 1'-0" 1'-6" 3'-0" 6'-0" 9'-0" 14'-6" T-0" 4'-0" 6-6" 9'-0" 14'•6" 1s'-6" 19'-0" O Guidelines for Closest On-Center Spacing per Row FILLER and BACKER BLOCK SIZES 560 1'-0" 1'-0" 1'-0" 2'-0" 6'-0" 10'-0" 15'-6" 1'-0" 6'-0" TJ 1' Rim Board 1�.. TJI®Joists 110 210 230 or 360 360 660 560D 20" 3so 1'-0" 1'-0" 1'-0" V-0" T.0" 6'-0" 11'4' 15'.0" 1'-0" 1'6" 4'-0" T-o" 12'6" 16'6^ 19'-0" 20'-6" J >.. BEARING FOR DOOR BEAM TO BEAM BEARING AT Nail Size 110,210, 360 and 1Ys"TJ® TimberStrand®LSL TimberStrand®LSL Microllam® Paratlam® sso 1'-0" 1'-0" MM BEARING AT WALL OR WINDOW HEADER and 230 560 Rim Board 1Ya" 1yz or wider LVL PSL Depth 9Y"-11/s 14"-16" 9Y••-11/s 14"-16" 9Yz"_11/s" 14"-16" 18"-20" 11/ 14'-16" 18"-20" 22"-24" Rectangular holes based on measurement of longest side. LL W CONNECTION CONCRETE WALL • Leave Ye'ofweb(minimum)at top and bottom of hole.DO NOT cut joist flanges. ® 8d(0.113"x 2Yz'"),8d(0.131"x 2Yz") 4" 3" 6" 4" 3" 3" 4" 4' Filler Block(+1 2x6+%a" 2x8+3/" 2x6+Yz' 2x8+y" 2x12+y" Two Two Two Four Ya'x 15" • Tables are based on uniform load tables in current design literature. J v J 1Y"TJ Rim Board or Strap per code if top plate 2x6 2x8 g ® 10d(0.148"x 3"),12d(0.148"x 3Y4") 4"(3) 4"(3) 6" 4" 3" 3" 5" 4" (Detail H2) sheathing sheathing sheathing sheathing sheathing 2x6 2x8 2x12 sheathing < J 1Y"Or 1 y"TimberStrand IS not continuous over • For simple span(5'minimum),uniformly loaded joists used in residential applications,one maximum size round hole maybe located LSL or blocking for lateral header 16d(0.162"x 3Y2") 6" 6" 16"(4) 6"(5) 6"(5) 6"151 8"(4) 6" Cantilever Filler 2x6 2x10 2x6+%" 2x10+Ya' 2x6+y" 2x10+Yz" Not at the center of the joist span provided that no other holes occur in the joist. r '� support a , (Detail E4) 4'-0"long 6'-0"long sheathing sheathing sheathing sheathing applicable Not applicable �^^J PP (1)Stagger nails when using 4"on-center spacing and maintain/ joist and panel edge distance.One row of fasteners is permitted(two at abutting 4'-0"long 6'-0"long 4'-0"long 6'-0"long ALLOWABLE HOLES - Headers and Beams LU I.J.. panel edges)for diaphragms.Fastener spacing for TJI®joists in diaphragm applications cannot be less than shown in table.VVhen fastener spacing for Backer Block 11) Strap per code if top f.; blocking is less than spacing shown above,rectangular blocking must be used in lieu of TJI®joists. (Detail F1 Yg'or Y4' YV or%" 78"or 1"Net 2x6 2x8 2x12 Two Y4"x 15" 1,55E TimberStrand® LSL Headers and Beams J >_ W plate is not continuous (2)For non-diaphragm applications,multiple rows of fasteners are permitted if the rows are offset at least'/"and staggered. Over column (3)With 10d(0.148"x 1'/")nails,spacing can be reduced to 3"on-center for light gauge steel straps. or H2) sheathing 2 x diameter of the Top mount a Filler (0.131"x 3 z') I- ( )Can be reduced to 5"on-center if nail penetration into the narrow edge is no more than 1Ya"(to minimize splitting). Nail Size (0.131 x 3") largest hole(minimum) hanger (5)Can be reduced to 4"on-center if nail penetration into the narrow edge is no more than 1y"(to minimize splitting). Backer (0.131 x 3") Protect untreated Y depth Allowed hole zone Column Face mount wood from direct (6)Can be reduced to 3y"on-center if nail penetration into the narrow edge is no more than 1)4"(to minimize splitting). Nail Filler 32 50 hanger ■Recommended nailing is 12"on-center in field and 6"on-center along panel edge.Fastening requirements on engineered drawings supersede 15 contact with recommendations listed above. Quantity(2) Backer ® 15 15 r-J - ----- -- ----- - L1 L2 L3 See current Weyerhaeuser L4 Concrete ■Maximum had spacing for TJI joists is 18"on-center. L O O ■14 ga.staples may be substituted for 8d(0.113"x 2Yz')nails if minimum penetration of 1"into the TJI®joist or rim board is achieved. (1)If necessary,increase filler and backer block height for face mount hangers and maintain blocks gap 2 top injoist;see detail oW.c Filler and backer block ----- -------- O O O literature for framing connectors O dimensions should accomodate required nailing without splitting(12"minimum for backer blocks and 24"minimum for filler blocks). o 0 0 0 1.55 E TimberStrand®LSL ■To minimize splitting,maintain edge distance and row spacing of 2Y2 x nail diameter or%",whichever is greater. (2)Clinch nails when possible. Header or Beam Maximum Round ■Nailing rows must be offset at IeastYz"and staggered. Depth Hole size ■For recommended nailing and adhesives,see INSTALLATION RECOMMENDATIONS on page 2 of the Weyerhaeuser Installation Guide for Floor and Roof Framing, TJ-9001. 9Y4'-9Yz" 3" Multiple-Member Connections for Top-Loaded Beams Joists must be lateral) supported at 8" 8" 5 0 Y PP 11Y4-11 / 3/ Fastener Installation Requirements cantilever and end bearings by blocking 14"-16" 4/" Piece #of Fastener TJI joist floor framing does E1 panels, hangers,or direct attachment to General Notes See illustration for allowed hole zone Q Width Plies Type(') Min. Length #Rows O.C. Spacing Location When fasteners are required on both not require bridging or a rim board or rim joist. O • Allowed hole zone suitable for headers and beams with Sides,stagger fasteners on the second uniform and/or concentrated loads anywhere along the member. n/ BEARING AT 10d nails 3" 3(=> 99 mid-span blocking L.L 12" side so they fall halfway between • Round holes only COLUMN 2 12d-16d nails 3 Y4" 2(2) One side fasteners on the first side. • No holes in headers or beams in plank orientation. Q Screws 33/"or 3Y" 2 24" 10d nails 3" 3(2) Al H2 Other Trus Joist® Headers and Beams Z 12" Both sides Rim board joint g 1.3E TimberStrand and Paratlam PSL r 12d-16d nails 3 Ya" 2(2) DO NOT bevel cut joist E2 between joists Microllam LVL B O 3 3 3 beyond inside face of wall. O 1 DO NOT overhang seat cuts ® e 3/"or 3Yz" Both sides on beams beyond the inside LSL hole zone hole zone 2 x diameter of the Screws 2 24'" Load must be applied evenly across � y Y depth r^ � 5" One side face of support member, largest hole(minimum) v, entire beam width.Otherwise, use DO NOT cut,notch or drill U�//Verify column capacity' 10d nails(') 3" 3(2) One side connections for side-loaded beams. holes In headers or beams 0l and beam bearing 12" a length.See current 4 12d-16d nails(') 3 Y" 2(2) (per ply) d except as indicated in O Z Weyerhaeuser literature. 5"or 6" Both sides ••• L--- ---_J o o illustrations and tables. Screws 3 2 24" Multiple pieces can be nailed or bolted together to ® CS ° ° o � [-- 6 Y4 One side form a header or beam of the required size, u to a TJ I"rim joist ® Q Z • � '•• � Microllam LVL and Other Trus Joist®Beams . . L 5"or 6" Both sides maximum width of 7" 1Y8"TJ®Rim Board or Parallam®PSL Header or Beam Maximum Round W Screws 2 24" L3 ® � 3Y2" 2 6 Y4" One side A2 allowed hole zone C.) 1Y"or 1 y"TimberStrand LSL. Depth Hole Size middley3span 4%" 1" � LO Ge Yz"bolts 8" 2 24" - a M L.L 1 10d nails are 0.128"diameter; 12d-16d nails are 0.148"-0.162"diameter;screws are SIDS, SDW, USP WS,or TrussLOK® L1 d 1.3E TimberStrand® LSL allowed hole zone d SYz 1/4 O COLUMN DETAILS ( ) B1 7Y4'-zot 2" � � p (2)An additional row of nails is required with depths of 14"or greater. H1 See Illustration for Allowed Hole Zone a (3)When connecting 4-ply members, nail each ply to the other and offset nail rows by 2"from the rows in the ply below. General Notes BEAM ON B2 • Allowed hole zone suitable for headers and beams with uniform loads only. COLUMN CAP NAILING AT BEARING (FLOOR) L5 • Round holes only TJI®Joist to Bearing Plate Squash Blocks to TJI®Joist B3 • No holes in cantilevers. Revisions l ® Load bearing wall above • No holes in headers or beams in plank orientation. NO. Date Description 1Ys"TJ Rim Board or � g � ® ( ) Joist may be shifted up to 3"if O Use B1 or B2 at10/23/23 FOR PERMIT � 1Ya"or 1 Y"TimberStrand LSL. One 10d 0.128"x 3" floor panel edge is supported B4 Intermediate bearings WAR!" ING 1 ---- .� One 8d (0.113"x 2Yz") nail into each flange and span rating is not exceeded. 2 --/--/-- nail each side. Drive Do not cut joist flanges. With load bearing or Joists are unstable until braced laterally nails at an angle at Plumbing Drop braced/shear wall Bracing Includes: 3 P1 least%"from end. End of'oists from above • Blocking • Sheathing • • 9 g Strut Lines 1 • Hangers • Rim Board • Rim Joist 5 --/--/-- �--� 3Yz"minimumY at centerline _ ---- COLUMN BASE 3 intermediate bearin Also see detail B2 of support 1Y4 minimum end bearing g single-family applications 5Y4"may be required for maximum H1 Shear transfer.Connections equivalent capacity o O / ?� _ Designed By : NM to floor panel nailing schedule �. � m• t, � Drawn By : NM :,;:,.:•, Rim to TJI@ Joist ;.:, P'.. `•: 1Ys"TJ®Rim Board, ® o • / DO NOT walk on joists DO NOT walk on joists DO NOT stack building Checked By : AA 1y"or 1 y"TimberStrand®LSL. TJI 560 rim joist:Toe Additional joist is required if O / until braced. that are lying flat. materials on unsheathed ` ® nail with 10d (0.128"x 3") o / INJURY MAY RESULT. joists.Stack on/ over orTJl 110 rim joist: P 9 PP L4 Y %qr,;° ;-#"•�-,:��: � ,�,.,,�_.�� floor panel edge is unsupported � • ' nails,one each side of or if an rating is exceeded. O '' WARNING NOTES: beams or walls. �_ . . �..,(.= P2 One 10d(0.131 x 3")nail into TJI®joist flange TJI®560 P g ° '' _ " O ° LA Exterior Deck Do NOT use sawn ) ; ,:d.;, ;{ "' each flange :• ' r-. ® floor joist ': ° Attachment Lack of proper bracing during construction can result in serious lumber for rim TJI 210,230,and 360 rim joist: '' < . 0 Structural accidents.Observe the following guidelines: Date : 10/19/2023 INSTALLATION TIPS ° ' o board or blocking ®. One 16d(0.135"x 3y")nail Into ' .•'.• sheathing ' 1.All blocking,hangers,rim boards and rim joists at the end supports of the TJI joists must be completely installed and properly nailed. AS NOTED ELEVATED 9 j P Y P P Y each flange. •Subfloor adhesive will improve floor performance, but O as it may shrink 2.Laterial strength,like braced end wall or an existing deck,must be established at the ends of the bay.This can also be Scale: COLUMN BASE 3 With depths> 16", use TJI®360 rim joist. P O after installation. accomplished by a temporary or permanent deck(sheathing)fastened to the first 4 feet of joists at the end of the bay. 1/"minimum bearing p J may not be required. O Top View Use only 3.Safety bracing of 1x4(minimum)must be nailed to a braced end wall or sheathed area(as in note 2)and to each joist. Locate rim board joint between joists. O Safety bracing(1x4 engineered lumber. Without this bracing,buckling sideways or rollover is highly probable under light construction loads-such as a worker or •Squash blocks and blocking panels carry stacked Protect untreated wood O minimum)at 8'on-center(6' one layer of unnailed sheathing. BEAM ATTACHMENT at BEARING vertical loads(details B1 and B2). Packing out the web from direct contact with See ALLOWABLE on-center for TJI® 110 joists)and 4.Sheathing must be completely attached to each TJI®joist before additional loads can be placed on the system. of a TJI joist(with web stiffeners)is not a substitute concrete 1Y"knockouts O H3 HOLES 5.Ends of cantilevers require safety bracing on both the top and bottom flanges. ANNINk extended to a braced end wall. 6.The flanges must remain straight within 1/2"from true alignment. 1Y"TJ®Rim Board or for squash blocks or blocking panels. at approximately Fasten at each joist with g g g 1Y"or 1 Y2"TimberStrand®LSL. 12"on-center Warning:Drilling,sawing,sanding or machining wood products generates wood dust.The paint and/or coating on this two 8d 0.113"x 2Y2")nails minimum g� 9. 9. 9 9 P 9 P g �'`""' •When joists are doubled at non-load bearing parallel ( (see WARNING). product may contain titanium dioxide.Wood dust and titanium dioxide are substances known to the state of California 6 � 302 Optional partitions,space joists apart the width of the wall for Bearing plate to be to cause cancer.For more information on Proposition 65,visit .com/inform. P plumbing or HVAC. P3 non-shrink flush with inside face Drive nails at an See framing plan(if applicable)or of wall or beam SUSTAINABLE grout One 10d(0.128"x 3")nail each angle to minimize Weyerhaeuser Installation Guide for Floor •Additional joist at plumbing drop(see detail). FORESTRY 0INITIATIVE A Weyerhaeuser,Microllam, Parallam,TimberStrand,TJI,TJ,and Trus Joist are registered trademarks of side of member at bearing, splitting of plate and Roof Framing, TJ-9000. For minimum 2& Weyerhaeuv.-r Weyerhaeuser NR. © 2020 Weyerhaeuser NR Company. All rights reserved.minimum from end end and intermediate bearing lengths. Wry Certified Sourcing Sheet# www.rfiPr e . sn-0000a September 2020 Reorder TJ-4015 This sheet is intended as a supplement to the Weyerhaeuser Installation Guide for Floor and Roof Framing, TJ-9001 , and the Deep Depth Trus Joist TJI Joist Installation Guide T)-9006 which should be referenced for additional information. ROOF FRAMING DETAILS Heel Connection (Platform) HipNalley Intermediate Support Outlooker Detail Connect rafter to hip with five 16d (0.131"x 34") nails. Ridge Connection Connect rafter to valley with 16d (0.131"x 34") nails per table below. Dormer Framing TimberStrand® LSL or Toenail with four 16d (0.131"x 3Ya") nails TimberStrand®LSL rafter 1x_or 2x_ceiling joists lateral bracin at 48" Four 16d (0,131"x 3 a") nails M Microllam® LVL ridge board each side, or four 16d (0.131"x 3Ya") nails Attach blocking to lat center i as specified at each end of strap/cleat iLandro through ridge into rafter rafter with two 16d p (0.131"x 34") nails Toenail hip/valley to t� ,� Andrews Sheathing or other lateral Header joist see plan Engineering g I n e e r i h 9 post with three 9 TimberStrand® bracing as required Hip member or Toenail header to rafter with four 16d (0.131"x 3Ya") valley beam 16d (0.131 x 3Ya") nails from each side, or use a hanger for reactions 158 County Rd. 39, Suite 10 LSL rafter y nails per side exceeding 500 lbs. See Framing Connectors tables Southampton, N.Y.11968 Lateral blocking per in Weyerhaeuser Roof System Guide, TJ-9005 for code or for lateral Y Y ® Sloped bearing surface hanger capacities. Office: (631)259-3959 wind requirements TimberStrand LSL 9 p ceilingjoist Attach post to bearing wall or Info@DiLandroAndrews.com beam with three 16d (0.131"x Beam or ceiling joist Certificate No.: 0019523 A23 or A3 clips each side. 2x TimberStrand® LSL late 2 times joist spacing, 1 „ sized to support post p p (Addresses lateral load only, (connection design may be minimum 3/a ) nails per side not intended for wind uplift.)' required, contact your Professional Seal 3" maximum rafter Weyerhaeuser representative) Additional connections may be required seat cut overhang Structural sheathing Rafter-to-Valley Connection to resist wind forces in high wind zones Attach plate to rim with Rafter Roof Snow Load of NEii/ 16d (0.131"x 34") nails On-Center Sa am 30 LL+ 15 DL 50 LL+ 15 DL 80 LL+ 15 DL ,`Q� HENRY 1-0 at 12"on-center Spacing p Number of 16d (0.131"x 3,V4") nails required Minimum Ridge Board Depth 6' 5 5 5 =O *Angle Clips Rafter Rafter Pitch 16"4:12 to 9:12 10:12 to l l:12 1 6 12:12 Hanger Clip Nailing 18, 6 9 12 See plan for member 6 8 ~ m cc: Board Sizes Type Top Plate Rafter/Ceiling Joist Rafter Connection for Thrust: 24' 8 12 * FpA 09720l 2x6 2x8 2xl0 2xl0 Simpson •For lap connection nail quantity requirements, see Rafter Span and Heel 6' 5 5 7 gOFESSIONP� Strong Tie® A23 10d x 1Y2' 10d x 1Y2" Connection Tables in Weyerhaeuser Roof System Design Guide, TJ-9005. Ceiling outlookers 2x8 2x10 2x12 2x12 g y Y g end 2x10 14" 14" 14" USP Structural -If fewer than 8 nails are required, use only one A23 or A3 clip, each side. at hip 24" 12' 6 8 11 R A3 10d x 1Y2' 10d x 1Yz" - If 8-15 nails required, use two A23 or A3 clips, each side. 18' 9 13 20 2x12 14" 16" 16" 221 Connectors® 24' 1 12 1 * * Open, see plan R R *Contact your Weyerhaeuser representative 24 26 for additional connection information. Trimmer joist see plan Heel Connection (Lap) Valley-to-Hip Connection TimberStrand® LSL rafter Hip/Valley Low End Sloped hanger Hip/RidgeNalley/ Post Detail Hip member or (sloped/skewed if pitches are unequal).roof Sheathing or other lateral valley beam Hip member w 3" Maximum rafter bracingrequired TimberStrand® LSL or as q ® Notch TimberStrand®LSL Hip/valley seat cut overhang Microllam LVL ridge board hip/valley to sit on post depth (d) Depth of hip/valley rr nn Z) (minimum of 75% of original at seat cut(y). V W member depth must remain). Seeable below z Ridge board.Toenail Q Toenail hip to ridge with five C ridge-to-hip with four G 16d (0.131"x 34") nails. 16d (0.131"x 3Ya") Q TimberStrand®LSL Connect rafter to nails R n/ UJ Attach blocking to rafter with ceiling joist valley using 16d 27 LL two 16d (0.131 x 3Ya") nails/ ( LU �� 0.131"x 3Ya") nails 16d(0.131"x 34") nails Attach hip/valley member to plate for heel/lap connection* Post or bearing wall Valle beam. Connect to hi O Lateral blocking per code or, 9 with three 16d (0.131"x 3Ya") nails y p for lateral wind requirements Toenail ceiling joist to top plate per side member with sloped hanger. O Toenail railer to to late with with two 16d (0.131"x 3Ya") nails Hi Halle Depth m p p p v Contact your Weyerhaeuser representative for sizing of a hip three 16d (0.131"x 34") nails Minimum Percentage of Original Hi Halle Depth Re uired or valley with a point load. _I TimberStrand LSL rafter Member Type TimberStrand®LSL Microllam®LVL Hip Member 30% 50% (')See Framing Connectors in Weyerhaeuser Roof System Guide, Q --� TFor heel/lap connection nailing see Rafter Span and Heel Connection R R Valley Beam 60% 90% R TJ-9005 for hanger capacities. U Tables in Weyerhaeuser Roof System Design Guide, TJ-9005. 23 Hip member or valley beam 25 Calculate percentage as y/d x 100 28 t2>See Rafter-to-Valley Connection table in Detail R26 above. - � }- W ROOF DETAILS General Notes A Weylerha,euser Unless otherwise noted,all details are valid to a maximum slope of 12:12. Joists>16"have a maximum slope of 3:12. V-cut shear blocking-1Y"or 1Yz" Web stiffeners are required with all 22"and ® 2x4 one side. Use 2x6 if TimberStrand LSL rim board 2x4 one side.Use 2x4 both 24"joists and when the sides of the hanger Beveled web stiffeners required on joist spacing is greater than spacing do not latterally support at least%"of the both sides. Cut to match roof slope. INTERMEDIATE BEARING sides if joist is p � 24"on-center. Q ®• Blocking panels or shear blocking may be �� greater an on-center.TJI Joist top flange.Also see framing plan. Two rows 8d tx� t than 24" t I` Web Stiffener required on specified for joist stability at intermediate supports (0.113"x 2Y")nails �� O Shear blocking- both sides at R3W ONLY 1t Y„ I at 8"on-center %"TJ®Rim Board, Web stiffeners Twist strapand backer block required at 17 N q 10d(0.128"x 3") L.!_ 14"or%"TimberStrand® required on both R7S with slopes Variable slope seat greater than 3:12.See nails at 8" LSL or TJI"joist. Birdsmouth cut sides at R7W ONLY connector Nailing Requirements at Bearing in � on-center 0 � ® must not Weyerhaeuser Installation Guide for Floor TJI Joist flange overhang inside z both sides at R1W ONLY Web Stiffener required on must bear fully on face of plate. and Roof Framing, TJ-9001. Beveled 2x4 block O I plate. I Beveled bearinglate Y adjacent span maximum IV. Beveled bearing Beveled 2x4 block with A r � beveled web stiffener on p ` plate required when `L yak Beveled web stiffeners '^ opposite side of web v! required when slope 2x4 block for soffit support slope exceeds Y:12 al`� on both sides �Ny exceedsYa:12 R3 R3W R5 R7 �R7) S7 R7S is allowed only with joist depths < 16" B/RDSMOUTH CUT al/ovwed at low end of joist onlyB/RDSMOUTH CUT allowed at low end of joist only O O O B/RDSMOUTH CUT allowed at low end of joist only Y O O z t' `Ys adjacent span maximum J � Q z R1 R1W U GC W W Filler block:Attach per the table below. L.L Clinch nails when possible. Backer block:Install tight to bottom O flange(tight to top flange with top mount O hangers).Attach per table below. a LSTA18 strap nails at 116S Revisions with slopes greater than 3:12 NO. Date Description Strap nails: 1 10/23/23 FOR PERMIT Leave 2Y8"minimum end SHEAR BLOCKING and VENTILATION HOLES(Roof Only) /--/-- distance y y y 3 --1--1-- ---- 2x4 one side. Use 2x4 both LSTA24(Simpson Strong-Tie or USP 4 --/--/-- ---- ® Double joist LSTA18(Simpson Strong-Tie or USP Structural Connectors strap with twelve Field trim to match joist depth at outer edge sides if joist spacing is ) p Variable slope Joist hanger. Beveled 1 P g Y Two rows 8d(0.113"x 2Yz") Structural Connectors® strap with may be required 5 .0 F greater than 24"on-center. ) p 10d(0.148 x 1Y")nails required at H5S with web stiffeners required on both sides. of wall or locate on wall to match joist depth. ---- nails at 8"on-centers p'\moo twelve 10d(0.148"x 1Y")nails slopes greater than 3:12 Use 1 Y"TJ®Rim Board with depths<_16". Y when L exceeds L joist spacing 11 Y" Additional blockin y v e�k 7 g Additional blocking TJI®Flange Block Nail L 4 may be required for may be re uired TJI"Depth, D Width Type Size Quantit Allowed hole zone : shear transfer y q Y Beveled web Designed By NM for shear transfer. Filler 10d(0.128"x 3") 10 Y Y Y Blocking stiffener each less than 3Y" Filler Strap nails: 9Y"<D<_16" Backer 10d(0.128"x 3") 10 /as required side of TJI'joist Drawn By : NM Leave 2Y8"minimum Filler 16d(0.135"x 3Yz") 10-each side Y web Checked By : AA Beveled 2x4 block. Strap nails: end distance a 3Y„ Second beveled web Leave 2/"minimum Backer 10d(0.128"x 3") 10 ; stiffener required on end distance Y 2x_overhang. Notch TJI®joist flange must q less than 3Y" Filler 10d(0.128"x 3") 15 around TJI®joist top bear fully on plate. ' opposite side at R10W only. Double beveled bearing plate Backer 10d 0.128"x 3" 15 A when slope exceeds Ya:12 Variable slope joist hanger. 16"<D<_20" ( ) Maximum allowable V-cut End wall flange. Birdsmouth cut must not Beveled web stiffener Filler 16d(0.135"x 3Yz") 15-each side ® overhang inside face of a� Beveled bearing plate required 3Y" For TJI joists with slopes of 10:12 to 12:12,the vertical depth of Date : 10/19/2023 required each side. Backer 10d(0.128"x 3") 15 ® plate. when slope exceeds Ya:12 Web Stiffener required on shear blockingat bearingwill require 1Y"TJ Rim Board or 1Ya"or R10 R10 p R14 R14 both sides at R14W ONLY H5 H5 20"<D<24" 3Y„ Filler 16d(0.135"x 31z") 25-each side SB %"TimberSt and®LSL at is one size deeper than the TJI®joist. Op gC B/RDSMOUTH CUT allowed Scale: AS NOTED S H5S is allowed only with joist depths < 16" Backer 10d(0.128"x 3") 15 DO NOT use %"TJ®Rim Board with 18"-24"TJI®joists or in O at low end of joist only H6S is allowed only with joist depths < 16" vertilation-hole applications. H6 H6 For filler and backer block sizes see Weyerhaeuser TJI® S Joist Specifier's Guide,TJ-4000 Weyerhaeuser , Warning:Drilling,sawing,sanding or machining wood products generates wood dust.The paint and/or coating on this n q product may contain titanium dioxide.Wood dust and titanium dioxide are substances known to the state of California to cause cancer.For more information on Proposition 65,visit .com/inform. 0 SUSTAINABLE FORESTRY We erhaeuser,Microllam, Parallam,TimberStrand,TJI,TJ,and Trus Joist are registered trademarks of INITIATIVE A Y Certified Sourcing Weyerhaeuser NR. © 2014 Weyerhaeuser NR Company. All rights reserved. Sheet# ; dflpr a . -00°°8 October 2017 Reorder TJ-4014 TOP OF STEEL BEAM COLUMN z STEEL COL., SEE PLAN WIDTH ? N y DiLandro MINT +6 w + (2)-3/4"0 F1554 GRADE 36 p_g _ ih o 0 0 ANCHOR BOLTS W. 12" r Andrews 1/4 M Engineering EMBEDMENT AND 3" HOOK CENTER 4"THICK BASE PLATE ON CONNECT FLANGES 158 County Rd. 39, Suite 10 LINE -1"THICK LEVELING PLATE 0'-3" TO PLATES W/(4)-3/4"!?� Southampton, N.Y.11968 1 TO MATCH BASE PLATE z $"x12"xBEAM GAUGE A325 SLIP CRITICAL BOTTOM OF STEEL BEAM 1„ w 1 FULL PEN BOLT LAYOUT DETAIL A-A Office:D'6androAnd9ews.com �12 59 0-1 = STEEL PLATE 0'-1-" BOLTS TYP. ' 2 2 DIMENSION ON g �. 2 @ ' EXTERIOR FACE OF 1 4' NON SHRINK GROUT Uj w Certificate No.: 0019523 FOUNDATION WALL m o FOUNDATION WALL, SEE 3"SDS SCREW STAGGERED AT 6"O.C. CEN ER PLAN AND DETAILS FORLWJ (2)-ROWS 2'0 THRU BOLTS AT 16" THROUGH PLYWOOD,2x NAILER, AND LITE REINFORCEMENT O O O.C., STAGGERED AT 8"O.C. STEEL FLANGE. PREDRILL THROUGH STEEL Professional Seal WHEN THICKNESS IS GREATER THAN 0.24" 5/16 TYP Q PLAN io ELEVATION 0 0 2X NAILER(S) ��OF NEw� BEAM #OF 4"A325 S.C. MOMENT 0 0 �P NENRY 09� COLUMN o TYPE 1 BASEPLATE I I I WIDTH SIZE BOLTS T&B FLANGE CAPACITY(kip*ft) O� m +g�� z STEEL COL., SEE PLAN WS 4 16 2 $ W riN 4 20 I (3)-3/4"0 SINGLE I (3)-3/4"0 SINGLE ~ O 4 -3/4"0 F1554 GRADE 36 W10 PLATE PLATE ( ) 6 31 CONNECTION W/8" CONNECTION W/3" O o U ANCHOR BOLTS W. 9" � � F �9720� � 1/4 I I EMBEDMENT AND 3" HOOK 4 25 THICK PLATE I THICK PLATE pROFESSIpNP`, O O W12 6 37 s"xFLANGE CENTER 4"THICK BASE PLATE ON pHI LINE 4"THICK LEVELING PLATE 8 50 WIDTHx6 " PLATE FULL PEN O O I I I TJI/LVL FLOOR JOIST T TO MATCH BASE PLATE w 4 28 T DIMENSION ON W14 6 43 0' 12" 0'-12' 1 4" NON SHRINK GROUT m o FOOTING, SEE PLAN AND 8 57 Q SIMPSON FACE MOUNTED HANGERS o _ (IUS @ WOOD FLOOR FINISHES, DETAILS FOR M1U @ STONE/TILE FLOOR FINISHES) CEN ER REINFORCEMENT LINE STEEL BEAM, SEE PLAN FOR SIZE. PROVIDE LVL BLOCKING RIPPED TO PLAN ELEVATION BOLTED MOMENT CONNECTION WELDED MOMENT CONNECTION FIT SNUG BETWEEN BEAM FLANGES ~ TYPE 2 BASEPLATE a w STEEL COL., SEE PLAN TYPICAL STEEL BEAM PAD OUT AND NAILER z 3 TIN � COLUMN WIDTH +1/2" o (2)-3/4"0 F1554 GRADE 36 2 TYPICAL BEAM TO COLUMN MOMENT CONNECTION - U 1/4 I I ANCHOR BOLTS W. 12" S-400 EMBEDMENT AND 3" HOOK SCALE: 1-1/2"= 1'-0" CENTER 4"THICK BASE PLATE ON STEEL COLUMN, SEE PLAN LINE - 4'THICK LEVELING PLATE TO MATCH BASE PLATE w 0'-1�" DIMENSION ON L r, 2 1 1" NON SHRINK GROUT Diu w + a m o FOUNDATION WALL, SEE 114 COLUMN WIDTH +3 1/4" PLAN AND DETAILS FOR W (2)-R 9x3/8x0'-3", ( )- , CEN ER REINFORCEMENT o (2)-1/4"ANGLES � I I 0 1 EA. SIDE 0 LINE WITH (2)-HOLES FOR " _ ) 3 3/4"0 A325 BOLTS \ I 0 THRU-BOLTS � PLAN ELEVATION ( )- O (2)2"0 A 325 BOLTS AT W8'S v TYPE 3 BASEPLATE 0 o I o W TYPICAL STEEL BASE PLATE DETAILS I (3)-3/4"0A325BOLTS Q SINGLE PLATE '"J 1 I CONNECTION W/2" R 9x3/8xBEAM O W THICK PLATE $ WIDTH+2" W (� S-400 SCALE: 3/4"= 1'-0" I (2) BOLTS W/W8 � H M LVL BEAM 1/ R 3x3/8x8EAM BOLTED DOUBLE ANGLE WIDTH +2" CONNECTION AS PER AISC 0 Q O TYPICAL STEEL BEAM CONNECTIONS 0� 4 TYPICAL WOOD BEAM FRAMING TO STEEL COLUMN 0 ti S-400 5 z Lo S-400 SCALE: 1-1/2"= 1'-0" O M W � Nco � 1_t_ >"' Oz Q W LU Li) (y) O Revisions No. Date Description 1 10/23/23 FOR PERMIT 2 --/--/-- ---- 3 --/--/-- ---- 4 --/--/-- ---- 5 --/--/-- ---- Designed By : NM Drawn By : NM Checked By : AA Date : 10/19/2023 Scale: AS NOTED E In U Nj �4u Sheet# N7LLOW TERRACE FARMS INC. LANDO /F 1 ' VACANT I SARAN JANE OLMSTEAD SITE INFORMATION I DWELLING wITH -� WELL OVER 150' LAN ADDRESS: 735 MAJORS POND RD 5 A N'"i -W1 D 45 E f!T• f�. DWEu 2 v \ I SEPTIC + WELL SCTM: 1000-26-2-39.14 ��: O 2 V LOT 4 J 10.S' O fi11G ZONE: R-80 4 -- — — — — cos — EXISTING NON CONFORMING LOT SIZE AS PER 280-124) - I (�y 12• ui aloernRD�'F"mcn O I atE r ... ; r��21h O �D (, !T MINIMUM EXISTING PROPOSED F7091N0 A9PIMI.T ptl1RWY E C.."el F a CC O I REMsrDCP 16 - -`,•. . 80,000 SF 78,771.91 SF/ NO CHANGE �NOF/F `4 q-� ' 17 LOT AREA PRD DREDMARDq ADDRIDM n- r� °; HELMARS&JOCELYN OZOLINS a'( 1. Y EFb ro0.R RADPDEEDCDYERED EMRV 1.81 ACRES 3 6 DWELLING WITH WELL I A �! SEPTIC OVER 150' I E+IsnDo:srDR Y �s .' IX. LAND N/F POWERS HANCOCK DESIGN FRONT LINEAR STREET 250 FT 393.08 FT NO CHANGE 7 I I ER%1 eE eaoinuaao oecntD ,.x� d ls'w snc OF ii4 HOLZAPFEL SECTION THROUGH ADDITION SECTION THROUGH EXISTING FRAMED DWELLING � I exlTT'RD eLL oFENC�oouce DWELLING WITH South PO Box , N I I �—^° , ° FENOE WELL&Ste° h Jamesport, NY 11940 �-0' OVER 150' T,,,1FJE P � q PRawsED r.esrn Mw® x & !8 CODE REQUIREMENTS: I I � 4 t0•LOG4T � 15 p1E LOT: 78,771.91 SF I I - -I — —— — — =J 2 -- --- . I� ,��(sED ARC a I 4hu WIN I U A ALLOWABLE EXISTING PROPOSED 17 BUILDING HEIGHT 35 FT 26'-7" NO CHANGE348 LOT COVERAGE 20 % 3,420 SF 4,760 SF '� ER�31. I (SEE BELOW FOR BREAKDOWN) 15,754 SF I I • I ��— J I 1 LAND N/F ..et"- ,e- \ I snc RICHARD ALDRICH EXISTING ADDITION PROPOSED TOTAL 2 DWELLING WITH LAND N/F WELL&SEPTIC I /a�*"a / ZA OVER 150' I anE,• HOLIAPFEL MAIN DWELLING 2,247 SF 680 SF 2,927 SF 4 IV' SHED 167 SF 0 SF 167 SF(NO CHANGE) \ PROPOSED FIRST FLOOR EXISTING SECOND FLOOR (NO CHANGE) DECK 175 SF 673 SF 848 SF PROPOSED TYPICAL EXTERIOR FRAMED WALL PROPOSED TYPICAL ROOF PROPOSED FLOOR INSULATION 2 CLOSED CELL SPRAY FOAM(R-49) 3 CLOSED CELL SPRAY FOAM(R-30) LAND N/F EREsnwaTER WETLAND BOUNDARY POOL 816 SF 0 SF 816 SF(NO CHANGE) O BATT INSULATION(R-21) C� of \ I I �DE"NANE8,2N{ON9°"""' ISSUE/REVISIONS DOUGLAS ` JUNE B,2023 DWEWNG WITH TOTAL: 3,405 SF 1,353 SF 4,758 SF EXISTING_EXTERIOR FRAMED WALL EXISTING CEILING-INSULATION WELL& SEPTIC NO. DATE ISSUE —' 1 EXISTING FLOOR INSULATION � �1 FLOOR RIGID OVER Tso' _ _ 4 BATT INSULATION(R-21)(ASSUMED F.U.) 5 BATT INSULATION(R-30)(ASSUMED F.V.) 6/ BATT INSULATION(R-30)(4SSUMED F.V.) ` 7 / (R 7.5) 1 10-27-23 FILE FOR PERMIT I ' ; r 2 11-27-23 BD COMMENTS THERMAL ENVELOPE DIAGRAM _ _ _ —...� 3 03-12-24 OWNER REVISIONS GROSS FLOOR AREA RATIO CALCULATIONS: SITE PLAN ` LOT: 78,771.91 SF � , ALLOWABLE = 5,100 + ( 5%x 38,771) 5100+1938 = 7,038 SF SCALE: 1 /64„ _- 1 -0„ ADDITION/ PROPOSED m EXISTING ALTERATIONS (TOTAL) 6° LP GAS 8 POST/WIRE FENCE -n 22 BIRCH 8.5,S T' FIRST FLOOR 1885 SF 680 SF 2,565 SF sD 30 PINE 1 .5 W n SECOND FLOOR 875 SF NO CHANGE 875 SF `� 12" RUIT 0 3 (NO CHANGE) I 16"BIR — — EQUIR D 30'-0"SIDE YARD ACK MON. X COVERED PORCH 362 SF NO CHANGE 362 SF GATE 0T_ — ' (NO CHANGE) I I N 1 a TOTAL: 3,122 SF 680 SF 3,802 SF 1 I POOL EQP Q' Z \ U 2C I W co�� ao W \\ PROPOSED too, EXISTING ASPHALT DRIVEWAY EXISTING 2 STORY r- Climatic and Geographic Design Criteria I CAR GARAGE REAR STOOP o41 14 4 CIC d Subject to Damage From Winter Ice Shield Flood Air Air Seismic Wind � I w d ,EX�S1iNG�oMA'"DWE"LNG Ground Frost Termite Design Underlayment Hazard Freezing Freezing Design Speed 1 „a',, Snow Load Weathering Line Depth Temp. Required Index Index Category PROPOSED MUDROOM ADDITION E E E E Moderate B 130 mph 20 Severe 3'-0" to Heavy 15 Yes No 1500 or less 52.2 (ASCE358'-5"EXISTING NO CHANGE XISTINGTOPOOL 1 EXIST POOL PATIO 48 3 E PROPOSED COVERED ENTRY EXISTING 2 STORY I . . . . . . . . . . FRAMED I c� STK. I DWELLING I I :.:.:.:.:.:.:.:.:.:.:.:.:. ( I NO CHANGE TO BUILDING Q I FOOTPRINT-INTERIOR RENOVATION ONLY i . . . EXISTING' LI I � G I INGROUND p I EXISTING WOOD DECK TO . . .O 1 .2 W STK. BE MODIFIED . . . .POL . . ' W I I . . . . . . . . . . . . . I PROPOSED WOOD DECK I :- EXISTING WINDOW WELL I PRO- D Es ' /I POOL F NCE U•G�_Ul � LIN _ I WATER J o PR OSED 8 x 8 SPA 73'-5�"PROPOSED °-I "' I V Y / a 18'-6" PROPOSED WOOD DECK I PROJECT TITLE: w I °o WELL D KOCH RESIDENCE I � 12 SPRUCE / UJ I, I 735 MAJORS POND ROAD co 2" 3 ORIENT NY, 11957 10" LOCUST W ' GATE I I SHEET TITLE: I Proposed Site Plan I n STK. DATE: PAGE: T PARTIAL SITE PLAN A-001 .. 2 r 1 �� _ � �� SCALE: SCALE. 16 - 1 -0 As Noted SHEET NOTES FIRST FLOOR NOTES: REFER TO PLANS BY DILANDRO ANDREWS ENGINEERING FOR ALL STRUCTURAL DETAILS, FOUNDATION DIMENSIONS, NOTES, BEAM SIZES ETC. MECHANICAL ROOM: CONTRACTOR TO CONFIRM 8" GYP BOARD ON ALL SURFACES, FIRE RATED DOOR Y AND VENTILATION ALL MEETS CODE B A C PROVIDE CARBON MONOXIDE&SMOKE DETECTOR -30 -30 -30 FLOOR PLAN KEYED NOTES NEW WINDOW WELL: PROVIDE LIGHTWEIGHT HINGE METAL GRATE TO CODE POWERS HANCOCK DESIGN SLAB ON O GRADE-REFER TO PLANS BY DILANDROBox 400 ----------------------------- O A DREEW FOR DETAILS South Jamessport1 NY 11940 I I I LINE OF PROPOSED DECK ABOVE I 3 I ® LINE OF EXISTING SCREENED IN PORCH ABOVE I ED O5 EXISTING EGRESS WINDOW TO REMAIN ��HER G © EXISTING BILCO DOOR TO REMAIN T� A � N I I OMECHANICAL ROOM:CONTRACTOR TO CONFIRM A MEETS CODE I I I - ---- ---------- --------- -------- ----------, I ® EXISTING NO CHANGE ST,9 04348E I 4 I I TF NEW DOOR WAY @ EXISTING WINDOW-PROVIDE I r----------- ----------------------- O WEATHER STRIP �^�-- I I I I I I I I I I -- --- ----------------------� 10 LINE OF HOT TUB ABOVE I I I I I I CSV: PROVIDE REQUIRED CRAWL SPACE VENTILATION 11 P R IRC R408.1 -MIN 1 SF PER 150 SF I I I I I I I 12 LINE OF FIREPLACE/CHIMNEY ABOVE 1 I 10 I I I I I I I I i 13 RESERVED I I I I I I I I I i I I I i I I 14 RESERVED ISSUE/REVISIONS • . • . ° � i i i I i i 15 PER REXISTING C R3110SED RISER.7 W/NYS SUPPLIRCASE EMENTAND HANDRAIL: NO. DATE ISSUE 1 10-27-23 FILE FOR PERMIT -------------------- O R-21 BATT INSULATION @ALL EXTERIOR WALLS IN I 16 FINISHED BASEMENT SPACE 2 11-27-23 BD COMMENTS I I I I I R-7.5 RIGID INSULATION UNDERNEATH SUBFLOOR @ 17 3 03-12-24 OWNER REVISIONS -------------------- a-------------a-------------- -. FINISHED BASEMENT \ R-30 BATT INSULATION @ FLOOR JOISTS@ FINISHED /1 UP 18 AND UNFINISHED AREAS ) I 19 S O E R U DRAWINGS FOR ADDITIONAL INFORMATION 20 I AIR ` 21 MECHANICAL ROOM BOILER -' e ' 7 o I EXISTING 2X10 F.J.@ 1T OC X O \ t 18 o LAUNDRY ROOM � I UNFINISHED BASEMENTco Y1 1 3 Z 19 � 8 18 �� X w� x a WH w O WELL 17 16 9 w 18 z w I Ex EXISTING DROPPED BEAM --- - r------� FINISHED ------- j BASEMENT I .� OILTANK 12 -ao 18 L _ - I � N L---------+ -------------------------J U co 2 w 15 -401 I ° SYMBOLS PROPOSED 2x FRAMED WALLS: REFER TO 9 SCHEDULE BY STRUCTURAL ENGINEER _ EXISTING 2X FRAMED WALL TO BE REMOVED `• ° ' PROPOSED POURED FOUNDATION WALL — — — — — LINE ABOVE ---------- LINE BELOW —-—-— GUIDE LINE/CENTER LINE PROJECT TITLE: KOCH RESIDENCE 30 30 30 x ELEVATION TAG 735 MAJORS POND ROAD x ORIENT NY, 11957 X-XXX � SECTION TAG SHEET TITLE: X x X_� X INTERIOR ELEVATION TAG PROPOSED BASEMENT FLOOR PLAN x II , „ X DATE: PAGE: D—s'cALE:4 _- 1 0ROPOSED BASEMENT/ FOUNDATION PLAN r• XX DETAIL MARKER G EXTERIOR DOOR TAG SCALE: A-1 00 x x WINDOW TAG AS NOTED XXX INTERIOR DOOR TAG SHEET NOTES FIRST FLOOR NOTES: REFER TO PLANS BY DILANDRO ANDREWS ENGINEERING FOR ALL STRUCTURAL DETAILS, NOTES, BEAM SIZES ETC. ALL SLEEPING AREAS TO RECEIVE SMOKE DETECTOR PER IRC R314.3 . SMOKE DETECTORS AND CARBON MONOXIDE DETECTORS SHALL BE Y PLACED MIN (1) PER FLOOR AND MIN T-0"FROM B A-30 -so -30 EACH BATHROOM EXTERIOR LIGHTING SHALL BE PROVIDED @ EVERY ±40'-72" EXTERIOR DOOR FLOOR PLAN KEYED NOTES POWERS HANCOCK DESIGN PO Box 400 NEW O ENGINEERED WOOD FLOORING: COORDINATE South Jamesport, NY 11940 FINAL S WITH ONEW TILE FLOORING:COORDINATE FINAL SELECTION WITH OWNER/ARCH DECK 0 FULL HEIGHT TILE WALLS @ SHOWER �FtED A& ® p�AER G.A0 0 ® IPE WOOD DECKING:WITH CONCEALED FASTENERS �T ��A O EXTERIOR WOOD STAIR: < © KITCHEN CABINETS: REFER TO INTERIOR ELEVATIONS r "4 FOR FURTHER DETAILS HOT TUB:COORDINATE FINAL SPEMZ' VITRT)WRER ,9TF 043488 OQ`� �7 SELECTED HOT TUB-TO BE INSTALLED FLUSH WITH F----C0---------- --------- -- -t DECKING I ® FLAT CEILING:SEE REFLECTED CEILING PLAN -- - --- - ----- O9 CATHEDERAL CEILING:SEE REFLECTED CEILING PLAN I I ENCLOSED PORCH 10 COORDINATE FINAL DIMENSIONS OF PRIVATE DECK WITH OWNER SELECTED HOT TUB&LOCATION 17 I F_ — —1 F_ — —1 F — —1 11 FLOATING BENCH: IPE TO MATCH DECKING 1 1 1 1 HOT TUB F 8'X8' PRIVATE DECK 12 BUILT-IN MILLWORK ELEMENT: ��ALN I I I I I O o 0 4 10 FE TERIOR EL IONS ISSUE/REVISIONS - ---_--— 7 13 SEOOD INSERT LECTED UNIT FIREPLACE:COORDINATE FINAL DIMS w NO. DATE ISSUE DECK L — _J L — L L — L EX O 13.1 FIREPLACE FLUE:COORDINATE W.SELECTED UNIT- 1 10-27-23 FILE FOR PERMIT 4 ^________________________________�_________— INSTALL AS PERMANUF.SPEC.-LOC.TBD IN FIELD EQUAL I EQUAL 2 11-27-23 BD COMMENTS F I � �,,, -,� � � 117 ❑ W/ ALIGN 113 � � -40 © i N i 14 STONE HEARTH:COORDINATE FINAL DIMENSIONS FINIS FINAL SELECTED U IT N ; 3 03-12-24 OWNER REVISIONS - - '` PROTECT AS NECESSARY 12 li 22 I IDW i i i 13'-2' MASTER � 16 t, a / 5'-10" s`�+'___ I �H BATHROOM `"" "" �5's"" ^ 32 16 PROVIDE 2"PLY WOOD @ DOOR SILLS TO SINK SIILL ---- -----------------J I I 2 3 8 � T 1 � 28 2 8 � � � � I I 16 17 EXISTING NO CHANGE KITCHEN 0 ---- I 1 6 g ��— i 18 EXISTING WINDOW WELL BELOW �, ±2'-14'lil il, ±1raz ll'A 2'•10° r--„--r -- -----I DINING ROOM NEW STRUCTURAL POST:SEE STRUCTURAL LL 10 6 X 311SLAND � - j 19 DRAWINGS FOR ADDITIONAL INFORMATION 1 8 HALLWAY 4 MASTER BEDROOM 2 T O O 1 g 40 ��-- 20 OUTDOOR BBQ: PROVIDE U.G.GAS LINE FOR BBQ M. n th I 1104 GARAGE IL ENTRY ----� ------ ----------------- }� — — — — — — — — — — 21 CLOSET: 1 ROD, 1 FIXED SHELF l I I _ I 17 1 8 CD O m oa I 22 PROVIDE OPENING FOR DOG DOOR i 6' 15'-91" l q n --- J 6'.6" 92 2 51 3 - --- --------- r- ---- ---- -- - -- - 2 o ----------- -- L------------ -- - - 23 OWNER PROVIDED VANITY I ,. laa I � W/0 — — — O — — — - a CLEANING �'�" 24 EGRESS CODE COMPLIANT WINDOW HER CLOSE HIS CLOSET ------ COORDINATE MULLED UNIT WITH ARCHITECT:MAX 8'-7" w - OC �J a CLOSET W�D la ---- - 1 8 Z C3 1 8 25 R O FOR(3)WINDOWS ^No 26 26 _ o + 31y 2 —I POWDER 52^ 3'-slrz°±s'-4" r 3`112 I 26 WALK IN CLOSET: SHELVES&RODS BY OWNER o` �l 102 ROOM SHOWER __ =_ ._ ❑ �" N I -- Oo -- -------- 2 I 110 N 111 112 TEMPERED GLASS 8 L 2 28OL L FLOOR JOISTS DROPPED G2 THIS LOCATION REFER OSTRUCTURALDRAWI SEX w - ----- LIVING ROOM 4000VERED 8 29 RECESSED SHOWER NICHE z I ENTRY 4B� ub 0 m p O m ------ I a ------ 30 RECESSED MEDICINE CABINET COORDINATE FINAL DIMENSION WITH EXISTING GIRDER BELOW-PROPOSED WALL TO ALIGN WITH GUEST BEDROOM/OFFICE 15 — BEAM BELOW SHOW1 8 1+ 32 E SLAB EN TO STONE BY OWNER ±32" UP'� ±16'-9"EXISTING F.V.2 -40 — ±16'-14"EXISTING F.V. - 33 ELECTRIC RADIANT FLOORING @ BATHROOM it loe WOOD BURNING SYMBOLS I I FIREPLACE PROPOSED 2x FRAMED WALLS: REFER TO i, SCHEDULE BY STRUCTURAL ENGINEER 103 104 105 106 _ EXISTING 2X FRAMED WALL TO BE REMOVED EQUAL 24 7 3" 24 T 3" 24 7 3" 24 EQUAL 4'-0' EQUAL 10'-6" EQUAL 52" r '' ' '' PROPOSED POURED FOUNDATION WALL L ±34'-12"EXIST F.V. 29'-2"PROPOSED ADDITION — — — — — LINE ABOVE ---------- LINE BELOW I I —- -— GUIDE LINE/CENTER LINE PROJECT TITLE: KOCH RESIDENCE B A C 30 30 30 X ELEVATION TAG 735 MAJORS POND ROAD x ORIENT NY, 11957 SECTION TAG X SHEET TITLE: PROPOSED FIRST FLOOR PLAN X X-�X X INTERIOR ELEVATION TAG PROPOSED FIRST FLOOR PLAN X 1 DATE: PAGE: SCALE:411= 1�-O�� r' XX DETAIL MARKER X-X EXTERIOR DOOR TAG SCALE: A-1 01 " X-X WINDOW TAG AS NOTED O INTERIOR DOOR TAG ROOF BELOW - - - - - - - - - - - - - II �� 777 II II - II II II II II II I � I 5 ,2(EXISLEV� - III- - - - - - - - - - - - - - - - - - - POWERSHANCOCKDESIGN F - - - - - - - - � - - - - - - - - - - - - - - - - - - - i� - - - - - - - - - - - - - - - - - - �� PO Box400 L I I I I I I I South Jamesport, NY 11940 I I II I I (I EXISTING RIDGE — — — — — NEW RIDGE RED ARC 17 C��SpV"ERG,o1TF 10.5:12(MATCH EXISTING) I EXISTING RIDGE I I * U (!1 - - _- - - -I - - - - - - - _ = I T_ _ In 19 043488 I I ±512 �-�-�— Ii II II II II II ISSUE/REVISIONS NO. DATE ISSUE PROPOSED ROOF PLAN 1 10-27-23 FILE FOR PERMIT 1 1 l- 2 11-27-23 BD COMMENTS SCALE:ill - 1 0 11 3 03-12-24 OWNER REVISIONS ROOF NEW 4" V. T. R. I I EXIST 4" V. T. R. I ; NEW 4" V. T. R. I I i I I I I I I I � I I I I I I I I I I I I I I I I I I I I ATTI C I I I I I I I I I I I I I I I I I I I I I --------------------- ------- I I 1 — — 1 I I I I I 1 I I 1 / II I I I I L} I I I I I I I I I I I I I I I SECOND FLOOR 'I I I I I I I I I I I I I I I I I I I I I I I I I I I I EXIST BATH 'I I � I 1 I 2 F---------- ----- T-------------------- I 2„ r2-------------------- ------- -------- � I r------T-------- --------� I I It t1 ( II 1 1 1 1 NOTE: DRYER VENT -- --------------- ; 12 (2 ' 12 IZII 121I (21I I21I I TO EXTERIOR i II III ; III III 1 I- , 11- 11- I I I ' 1 2 1 2 2 I 2 ; I 1 I I I I I I I O O OU 0 I i I I I I � FIRST FLOOR FD [:: i w 121I pW PER PER PER MFG 21, 21I 31I MFG MFG 1211 121I 31I 21I CO 121I 121I CO TO SEPTIC LAUNDRY KITCHEN 311 MASTER BATH PROJECT TITLE: PWDR ROOM KOCH RESIDENCE SYSTEM — ROOM 735 MAJORS POND ROAD DESIGN BY OTHERS ORIENT NY, 11957 SHEET TITLE: ROOF PLAN BASEMENT PLUMB RISER DIAGRAM DATE: PAGE: PLUMB RISER DIAGRAM SCALE: A-1 02 AS NOTED o z_ • N � MAXIMUM H GHT(EXISTING) IT- TOP ¢. POWERS HANCOCK DESIGN PO Box 400 --- --=---- = South Jamesport, NY 11940 - - ---- ------- -- — — -- -- ------- ---------- ------ --- - - -- —-— 1 12 - -- -- - - -_- __--=- -- _- ---_ - ___ _---- -... - -- --_ - - --_-—____- --- ----- - - _----- OF PL E @ REAR DORMER �FtEDq/Z --------------- ----------------- ------------ - _ - --- --- --- llJ-1L 11 --_--- _-- - - — 1 - - -------- '_ -- _— --- - - -- ---_ — --- - - - -- — — c�`5oPNER --- 12 ±10.5 _ -_ -- EXIST D tL 1 �I - - -- - -- ---- - -_-- - -- - -- - - - -- ------ ---- -- .�=4 - - — _ - - - _-------- - - - - __ - 1 LUL J TO- LIE . -_-- - _ - -- _- -- _ .-_ -_ _ - --_ - -- - --- ._ __--- ___ -_—. - _- _--- ---___ 10 N _LLL hid TOP OF SUBFLOOR SECOND FLOOR * IIIIIIIL_IIILIII � I I I U � 2 �� I Am LA 00 I 4 11 12 1 � - �I�• �-a-� �--�-� -�� Ly LC1 )J3 Cl4 1 5 1 6 cv) 1 1 1 2 � ISSUE/RE_LLLUISIONS N0. DATE ISSUE i L1111�i LLILiLul 1 10-27-23 FILE FOR PERMIT II I ! II II I II II II Il i l ! I I II I II I II I I II II I II I II I I I I II II I I II I II I II TOP OF EXITING SUBFLO @ F0IR"STFLOOR ELE 0 ((DATUM)[F::] 2 11-27-23 BD COMMENTSr7 � IL9 ELE. + I ACTUAL) s 3 03-12-24 OWNER REVISIONS 3 6 3 EXISTING GARAGE TO REMAIN ENTRY ADDITION EXISTING DWELLING TO BE RENOVATED PROPOSED ADDITION ELEVATION NOTES OROOF: NEW ASPHALT SHINGLES COLOR:CHARCOAL 3 SIDING: NEW 8 R SHINGLES EXPOSURE:5-11/2TYPICAL) PROPOSED FRONT (WEST) ELEVATION 3 ACCENT SIDING: CLEAR CEDAR T.G.VERTICAL SIDING EXPOSURE:5-1/2"(TYPICAL) SCALE. 4 - I -0 ® WINDOW PVC TO SELECT OFASCIA: 1x8 PVC COLOR:TO SELECT © DECKING: IPE(WOOD)-or SIMILAR CONCEALED FASTENERS ODECK SKIRTING:CLEAR CEDAR T.G.VERTICAL SIDING EXPOSURE:5-1/2"(TYPICAL) ® NEW DOG DOOR-COORDINATE FINAL DIM.W/OWNER O MAXIMUM HEIGHT(EXISTING) 9 PARGE EXPOSED FOUNDATION ------ - --- ---- - ---_-- ---- ---- --- _--_-_ 10 NEW FASCIA DETAIL @ EXISTING GABLE ENDS _-_-_-----_------- ---- __ _ - ___ - ---- -- ----- - - --- - -----_ -_---_-__-___ -__------- - ---- - ----- BLIND FLASH - - - - EXISTING CHIMNEY:CONTRACTOR TO F.V. EXISTING CONDITION, PROVIDE STEPPED FLASHING AS NEEDED NEW WOOD FRAMED CHIMNEY FOR WOOD BURNING TO RECEIVE THIN BRICK - --- -------- TOP OF PLATE @ REAR DORMER -- -_- - ------ __::__- -- ---- ---------- _ - ---=_------- - ----- - -.-- --- — - 12 - - - - - - _-_-- -- - - - -- -- -- - - -- -- --- - __ -_ -- - - -- -- - -: ----- ---- --- -- - ----- - — ------ __ t10.5 - -- - --- - - -- - D - - Ll �l ----------- --- --- _ — TOP OF SUBFLOOR @SECOND FLOOR - - - PROJECT TITLE: f u LJ L BEYOND �J �J KOCH RESIDENCE I 1[------ - �� ~ 735 MAJORS POND ROAD TOP OF EXISTING SUBFLOOR @ FIRST FLOOR - _ - [—A I Ll© I 1__Ll I Ll 1JLMJ-jI 1 II L ORIENT NY, 11957 ELE. +0'-0" (DATUM) IIII III I EX. iu ELE. + IT-0"(ACTUAL) SHEET TITLE: PROPOSED ELEVATIONS 3 PROPOSED ADDITION EXISTING DWELLING TO RENOVATED EXISTING SCREENED IN PORCH TO REMAIN EXISTING DWELLING TO BE RENOVATED EXISTING GARAGE:NO CHANGE DATE: PAGE: SCALE: A-201 PROPOSED FRONT (EAST) ELEVATION 2 - I AS NOTED SCALE. - I -0 ELEVATION NOTES OROOF: NEW ASPHALT SHINGLES COLOR:CHARCOAL MAXIMUM HEIGHT(EXISTING) SIDING: NEW 18"RED CEDAR SHINGLES EXPOSURE: 5-1/2"(TYPICAL) ACCENT SIDING:CLEAR CEDAR T.G.VERTICAL SIDING 12 12 0 EXPOSURE:5-1/2"(TYPICAL) EXIST. �Exlsr. O WINDOW TRIM:5/4x4 PVC 4 COLOR:TO SELECT FASCIA: 1x8 PVC COLOR:TO SELECT D)-or SIMILAR TOP OF PLATE @ REAR DORMER --------_____ __--- ---- --- ----- --- -- -- ;�-�- --- --- ---- - -- O CONCEALED F FASTENERS -_--° - - -_-=__----— ==—_ -- — -- - -- POWERS DESIG DECK SKIRTING:CLEAR CEDAR .VERTICAL SIDING EXPOSURE:5-1/2"(TYPICAL) PO Box 400 South JamespoIIt, NY 11940 - ® NEW DOG DOOR-COORDINATE FINAL DIM.W/OWNER PARGE EXPOSED FOUNDATION N --- > - - --- - NEW FASCIA DETAIL EXISTING GABLE ENDS �FtED A X - - ,' - -------� -.--.------- ------ -- - - - Ch,�� w 10 L @ E ,� -- - >-- ------ --- ---- ----- ----- - ---- _ - --- 0��pPN N — -- - -_ - - - ----- —--- --�� 11 BLIND FLASH TOP OF SUBFLOOR @SECOND FLOOR ---- - - -- --_-_-------__- --=---- - Exlsr.h -� ---- - - O EXISTING CHIMNEY:CONTRACTOR TO F.V. EXISTING r 12 CONDITION, PROVIDE STEPPED FLASHING AS NEEDED ` NEW WOOD FRAMED CHIMNEY FOR WOOD BURNING 14 INSERT. TO RECEIVE THIN BRICK04348a I LLLE I 1 l ' I,1 11 LI 11 1LW�LW I��I I�LI f 1 1 TOP OF EXISTING SUBFLOOR @ FIRST FLOOR ELE. +0'-0" (DATUM) ELE. + IT-O"(ACTUAL) —j IIIIII I II I III ISSUE/REVISIONS PROPOSED COVERED NO. DATE ISSUE EXISTING SCREENED IN PORCH TO REMAIN EXISTING GARAGE TO REMAIN PORCH 1 10-27-23 FILE FOR PERMIT 2 11-27-23 BD COMMENTS 3 03-12-24 OWNER REVISIONS PROPOSED SIDE (NORTH) ELEVATION ill = SCALE. 4 I -0 MAXIMUM HEIGHT(EXISTING) 12 ±10.5 12 EXIST D Qt5 EXIST - 1 -- - --- — ---------- 10 TOP OF PLATE @ REAR DORMER -- - - ' 12 L�� I ------ LLLLJ 1 Jt10.5 5 IMAT CH EXIST, ! L Z I �I I I II 1 w 8 TOP OF SUBFLOOR @SECOND FLOOR IIIIII I III II II III I 2 10 III I I' I OF I NI Y fL Il�l�_l i 1LiL , s TOP OF EXISTING SUBFLOOR @ FIRST FLOOR 7 JE-1 ELE. +0'-0" (DATUM) ELE. + IT-0"(ACTUAL) IIIIII III II III 11 11 1 IllI III IN I EXISTING DWELLING TO BE RENOVATED PROPOSED ADDITION PROPOSED RAISED WOOD DECK Ir PROJECT TITLE: ZL KOCH RESIDENCE 735 MAJORS POND ROAD ORIENT NY, 11957 SHEET TITLE: PROPOSED ELEVATIONS PROPOSED FRONT (SOUTH ) ELEVATION 2 1„ _ , DATE: PAGE: SCALE. 4 - I 0 11 SCALE: A-202 AS NOTED \ 12 // \ \ ��A- 12 BOTTOM OF CEILING JOISTS — — — D YY1"'/Yv , vv''r'XfvvX YYtivv'v'v v' vVvYvv''v'v '` t \ i POWERS HANCOCK DESIGN 12 PO Box 400 BEDROOM BEDROOM \ �\S�. ATTIC p � z South James ort, NY 11940--------------�� EXISTING TOP PLATE @MAIN GABLE A401� � \ `� '? / � \ _\ TOP PLATE@ NEW COVERED PORCH 17' TOP OF SUBFLOOR @ SECOND FLOOR 1 — — — — — — 4� 12 _�� -- NEW C.J. NEW C.J. I \� EFtEDApo TOP PLATE FIRST FLOOR EXIST. F.J. J EXIST. F.J. �'✓ 2 - - -r i NE C.J. I Q/G 'GOPHER G AO�FC� x I I rnN 6 �w H X nb� i I 043488 s LIVING ROOM DINING ROOML 3E I I I i TOP OF EXISTING SUBFLOOR @ FIRST FLOOR — — ENTRY 1 PORCH —i — TOP OF EXISTING SUBFLOOR @ FIRST FLOOR ELE. +0'-0" (DATUM) Yn•f ^f \ )(''IIXI'MIY '�'��Y>_�' `�v''rlXrY t,�ff\�ti''��)�Y`YO�tiY/y�, I 1 ELE. ELE. + 17'-0"(ACTUAL) s- _ . . _ NEW D.J. EXIST. F.J. 5__� EXIST. F.J. NEW F.J. I I i I z CRAWL SPACE I�� •a ___m ----_-____-' ISSUE/REVISIONS BASEMENT BASEMENT 2 z NO. DATE ISSUE a o 1 10-27-23 FILE FOR PERMIT Ln X 2 11-27-23 BD COMMENTS w 3 03-12-24 OWNER REVISIONS BUILDING SECTION @ LIVING ROOM BUILDING SECTION @ ENTRY A II 1 „ B SCALE: 4 = I -0 SCALE: ill = tI0.5 12 REMOVED D I-2 ------- I \ TOP PLATE @ MASTER BEDROOM ADDITION 1 I I I I I I I I I I I 1 1 i I I I I I I I i I i I q I I I I I I I I I I 1 1 MASTER BEDROOM i I I i I i I i I I I I i I I TOP OF EXISTING SUBFLOOR @ FIRST FLOOR j 1 ELE. +0'-C" (DATUM) ELE. + 17'-0"(ACTUAL) ( 1 � I I I I I z UNFINISHED I I I BASEMENT I I 3 w I w o 1 I 3 PROJECT TITLE: w � I z � I KOCH RESIDENCE I I I I I 735 MAJORS POND ROAD ORIENT NY, 11957 SHEET TITLE: SECTIONS SECTION @ MASTER BEDROOM ADDITION SECTION THROUGH MASTER BEDROOM ADDITION c DATE: PAGE: SCALE: ill = 1'-0" SCALE: ill = 1'-0" SCALE: A-301 AS NOTED MIN 2'-0"ICE AND WATER SHEILD FROM EXT. FRAMED WALL i i i i i 12 SEE \ ELEVATIONS \\\ FOR ROOF PITCH TYPICAL ROOF CONSTRUCTION: v \ 2 SEE TYPICAL WALL SECTION&STRUCTURAL \ IQ J PLANS&DETAILS FOR ADDITIONAL INFO \\\\\ co 'c' TYPICAL ROOF CONSTRUCTION: POWERS HANCOCK DESIGN �J`. LIFETIME ASPH4LT SHINGLES �Q C \ 30#BUILDING FELT PAPER t� \ ICE IN WATER SHIELD ALL EAVES AND VALLEY(MIN 24' � 12 SEE PO Box 400 FROM FINISHED WALL)UPON � -- - \\ }'APA RATED PR SHEATHING ELEVATIONS South Jamespor , NY 11940 \\ ROOFOF RAFTERS(REF.RYE STRUCTURAL PLANS) FOR ROOF PITCH \ C.C.SPRAY FOAM INSUL.IN CAVITIES-REFER TO C.C.SPRAY FOAM IN CAVITIES-SEE THERMAL \ THERMAL ENVELOPE DIAGRAMS FOR INSUL.'R'VALUES ENVELOPE DIAGRAM(S)FOR R-VALUES \ 5/8'THK,GYP.BD.CEILING(PAINTED-TO SELECT) \\ PROVIDE SOLID BLOCKING BETWEEN RAFTERS @ TOP PLM AR G ER T G TOP PL. C MASTER BEDROOM PN •A O Q ——— — C.J.AS PER STRUC.PLANS � \� `��A 14 SOLID BLOCKING BETWEEN RAFTERS SINGLE 2'X PLATE ON T.O.CEILING JOISTS- RIM JOIST CEILING-SEE STRUC.DRAWINGS SEE STRUCTURAL DRAWINGS FOR ADDNL INFO. ———— — -----� 4 GATT INSULATION IN CAVATIES-SEE THERMAL � _ � 0 3488 � ENVELOPE DIAGRAMS FOR R-VALUES ETC. C.J.AS PER STRUC.PLANS �I TYPICAL OVERHANG CONSTRUCTION VENTED PVC SOFFIT-TO SELECT BY OWNER 276'WD.SUB-FASCIA 2'x6'RAFTER TAILS TYPICAL LEDGER&MTL.JOIST HANGER 2'x6'SUB FASCIA SEE STRUCTURAL PLAN FOR ADDITIONAL INFORMATION 78'PVC FASCIA I'X8'PVC FASCIA-PAINTED I'X V-GROOVE PVC SOFFIT TYPICAL SIDING-SEE ELEVATIONS HALF-ROUND GUTTERS-COLOR/MATERIAL TO SELECT ISSUE/REVISIONS NO. DATE ISSUE 1 10-27-23 FILE FOR PERMIT TYPICAL EXTERIOR WALL CONSTRUCTION: 2 11-27-23 BD COMMENTS II, SIDING:(SEE ELEVATIONS) WRB:'VAPORSHIELD SA'RAINSCREEN 7MIL - SHEATHING: COX PLYWOOD SHEATHING PER SCHEDULE �1 3 03-12-24 OWNER REVISIONS WALL FRAMING:WD.WALL STUDS(SEE STRUC.DWGS) INSULATION:HIGH DENSITY BATT INSULATION IN CAVITY MASTER INT.FINISH:J'THK.GYPSUM BD.(PAINTED)INTERIOR BEDROOM TYPICAL FIRST FLOOR CONSTRUCTION: TYPICAL FIRST FLOOR CONSTRUCTION FINISHED FLOORING TO SELECT BY OWNER UPON SEE TYPICAL WALL SECTION&STRUCTURAL 3/4'APA RATED PLYWOOD SUBFLOOR-SEE STRUCTRUAL DRAWINGS FOR ADDITIONAL INFORMATION DRAWINGS FLOOR JOISTS AS PER STRUCTURAL DRAWINGS RIM JOIST TO MA.DEPTH OF F.J.-AS PER STRUC. PVC TRIM UNDER DOOR SILL CLOSED CELL SPRAY FOAM(REFER TO THERMAL ENVELOPE DIAGRAM) PROVIDE GAP FOR DRAINAGE VERTICAL SIDING AS PER ELEVATIONS li FLASHING DRIP EDGE COUNTER FLASHING I/2'P.T.PLYWOOD EA.SIDE TOP OF IST FLOOR SUB_FLOOR METAL JOIST HANGER-SEE STRUCTURAL 2'X4'P.T.WD.STUDS 16'O.C.W/SINGLE ----------_—_—_ P.T.TOP PL AND P.T.BASE PLATE --- _ ___,__ ALIGN W/EXIST Ij DRAWINGS FOR LEDGER CONNECTION 5/4'IRE DECKING-OR TO SELECT FF N - Z (n Q N O Q O O ° O O O O w d O O O p p C~n ° O ° ° J <L w F.J.AS PER STRUC.PLAUS DECK JOISTS PER STRUC.PLAN S ° DECK TENSION TIE-SEE T.O.POURED CONC. • ° °d STRUCTURAL DRAWINGS ° _ FOUNDATION WALL ° — ELE:=ALIGN WITH TOP FLUSH BEAM-SEE STRUCTURAL PLANS °d °• °d" ° OF EXIST CONC.WALL • P.T.POST-SEE STRUC.PLANS FOR ♦ d ° ADDITIONAL INFORMATION ° °• ° • ° .p d ° d ARGE EXPOSED ♦ ° CONC.WALLS FINISH GRADE: FINISH GRADE: d ° d PITCH AWAY FROM HOUSE ° a PITCH AWAY FROM HOUSE °` • ♦° ° ♦ d ♦ ° Z .4° °° w •d, ♦ 44 ° °° CONC.STRINGER PAD-SEE STRUCTURAL DRAWINGS FOR ADDITIONAL INFO a ° / w ° REFER TO STRUCTURAL DRAWINGS FOR ALL e d •d d° FOUNDATION,FRAMING&UPLIFT d' d g ° A ° • / CONNECTIONS d ° TYPICAL POURED CONCRETE FOUNDATION WALL c• • ° ° ° d CONSTRUCTION: °. d < / ° ♦ / SEE TYPICAL WALL SECTION&STRUCTURAL PLANS& d d • °d DETAILS FOR ADDITIONAL INFO •d. A • ♦ ° ° ° ° d ° °• d ° •d d ° ° a , d / ° TYPICAL CRAWL SPACE SLAB CONSTRUCTION: d•' °° A d• d a SEE TYPICAL WALL SECTION&STRUCTURAL • A • d n ° • g A a / PLANS&DETAILS FOR ADDITIONAL INFO d ° TYPICAL POURED CONCRETE FOUNDATION WALL d ° • • 9 d CONSTRUCTION: d ° 8 TYPICAL PORCH FOUNDATION CONSTRUCTION: , ••° + °,d ° 2'DRAINABLE RIGID INSULATION(BELOW GRADE)(R-10) CRAWL •° ° < / BITUMINOUS WATERPROOF LAYER @ EXT.FOUND.WALL °°d A SEE STRUCTURAL PLANS&DETAILS FOR ADDN'L INFO °d '° d ° PROVIDE TERMITE SHIELD AND SILL SEAL AT SILL PLATE(S) SPACE °<° / ° d ° d UNFINISHED ° d • ° REINFORCED POURED CONCRETE FOUNDATION WALL AS PER • ° ♦ ° . / ° A ° ♦ eA / STRUCTURAL PLANS BY OTHERS SPACE ° ° ° d A ° e ° d A. da ° / d ° • d , d• TYPICAL CRAWL SPACE SLAB CONSTRUCTION: ° ° fl . . • ,d ° ° ° °d° ° ♦ •d 4'POURED CONC.RAT SLAB(SEE STRUCTURAL PLANS) ° ° ° ° 10 MIL.POLY VAPOR BARRIER ° d / M ♦ 4° d °d° / 8'CRUSHED STONE DRAINAGE LAYER °°. de ° ° ° , ° n ae ° A ° d • I a A TYPICAL P.CONC,CONT.FOOTING CONSTRUCTION ° A d s + ° d . d ° / REFER TO STRUCTURAL DRAWINGS ° d • ° • d 4 • .1 ° d ° STEP FOOTING TO ALIGN W/B.O.EXIST.FOOTING d ° ° / + ° • ,d ° P ° ° • • A. d / ° ° ♦ ° d• REFER TO STRUCTURAL DRAWINGS FOR ALL A. • FOUNDATION,FRAMING&UPLIFT d d° ° A P ) CONNECTIONS d ° ° d ° ��' �J`� 4. • d ° d ° ° ° ° ` . ° d • s d Jc Y� PROJECT TITLE: y • d ✓� d ° ° J� Go `cam ;° ° °d a d ° c ° ° KOCH RESIDENCE ��l d e cc lg' _, • 4: TYPICAL P.GONC,CONT.FOOTING CONSTRUCTION: 735 MAJORS POND ROAD � d / L REFER TO STRUCTURAL DRAWINGS �c??<yl�(, /�/mil�' ��OU- ° • ° ° ° °° d • a . �O�. o ��' FOOTING DRAIN ° ° 2.STEP FOOTING TO ALIGN W/B.O.EXIST.FOOTING ORIENT NY, 11957 J CONNECT TO DRYWELL . a ♦ ° G . ° a . ° • ° °° d° ° O� J\— ✓��t O` ° ° ° d • J'�<9 SHEET TITLE: d ° ° i• °d ° v SECTION DETAILS ♦d ♦ • + ° d° ° d ° • d DATE: PAGE: TYPI CAL. WALL SECTION DETAIL @ NEW IST STORY a° � ° °♦ °° � COVERED PORCH DETAIL d d 2 SCALE: 1-112" = 1'-0" A ° d SCALE: 1-112" = 1'-0" SCALE: A-401 AS NOTED 7'-2" T-1" V-72" 8'-71" — 8'-71 w DiLandro Andrews Engineering 158 County Rd. 39, Suite 10 mob`" 5"CONCRETE SLABx12" Southampton, N.Y.11968 Ln WIDE FOR BEARING OF Office: (631)259-3959 STAIR STRINGER Info@DiLandroAndrews.com 1 ( @ \ ( @ \ \ Certificate No.: 0019523 Professional Seal 5"CONCRETE SLABx12" _ WIDE FOR BEARING OF 00 5'-11" STAIR STRINGER �OF NEt,l,yo9 HENRY s m w 5" CONCRETE09720 Bx �, / � / � / ( ( 1 ( C� STIAIR STIR GE DE FOR 13I OF — i_k6 SSION / / / pROF 6'-2" 6'-2" E S-200 COORDINATE FINAL DIMENSIONS WITH HOT TUB MANUFACTURER — � � �1N TT OF NEW FOOTING TO MATCH 7 \ 8-0't U 1'-31 8'-72" BO M OF EXISTING FOOTING — S-200 ( 1 TOP OF WALL [-9'-6"] 4 EL. _- V-2 1/8"t V.I.F. S-200 io l NEW 5" SLAB ON GRADE W/ WWF 4X4 W-2.OxW-2.0, OVER 10MIL VAPOR BARRIER I TOP OF WALL I z - EL. _- 1'-2 1/8"t V.I.F. I � �� J � UNEXCAVATED OR WELL COMPACTED FILL 95% MODIFIED ( z PROCTOR DENSITY, NO FINES OR 4 ORGANICS S-200 O I TOP OF WALL 4 B 0 OF W F OTI T AT 4 - TT OF EW 00 G T MA H I 0 0 M EX IN 00 NG 7 ao EL. _- V-2 1/8"t V.I.F. S-200 I z ' BO O F E STI FO IN S-200 S-200 S-2 O LL /77Z — — 7 S-200 29-2 TOP OF WALL TT OF W OT G T AT E 0'-11 1/2"t V.I.F. r� 0 M EX IN 00 NG ( 011 ( 01 ( 01 ° � v� 13-11't I.F. Q 5 CONCRETE SLABx12 (j(l a ` I�- WIDE FOR BEARING OF z L0 1 STAIR STRINGER O 0) LEGEND S_201 co r- Oz 0 - INDICATES FOUNDATION WALL. 4000 Q ~ PSI COMPRESSIVE STRENGTH MIN. :2 jjj FOUNDATION PLAN - INDICATES FOUNDATION WALL SHELF, SEE DETAILS FOR SIZE SCALE: 1/4"= 1'-O" O CO O a INDICATES TOP OF SLAB ELEVATION FROM (DATUM ELEVATION Revisions No. Date Description [-x'-xx"] - INDICATES BOTTOM OF FOOTING 1 10/23/23 FOR PERMIT EL. FROM DATUM 2 11/14/23 FOR CONS 3 03/12/24 REV 1 C - INDICATES CONTINUOUS/ISOLATED _ _ __ FOOTING, 4000 PSI COMPRESSIVE s -/ -/ STRENGTH MIN. ( - INDICATES 12" SONOTUBE w/ BF 28 Designed By : NM O/ BIG FOOT FOOTING, 4000 PSI Drawn By : NM COMPRESSIVE STRENGTH MIN. Checked By : AA - INDICATES BASEPLATE TYPE. SEE DETAIL 1/S-400 Date : 10/19/20'23 BP-# -S.F. - INDICATES STEPPED FOOTING. Scale: AS NOTED SEE DETAIL 8/S-200 NOTES: 1. SLAB ON GRADE INDICATES CONCRETE SLAB W/WWF 4X4 W-2.OxW-2.0, OVER 10MIL VAPOR BARRIER. S � i 00 2. DATUM 0'-0" IS SET TO TOP OF FIRST FLOOR SUB FLOOR. Sheet# DiLandro �s Andrews DN Engineering DECK 158 County Rd. 39, Suite 10 Southampton, N.Y.11968 Office: (631)259-3959 Info@DiLandroAndrews.com Certificate No.: 0019523 Professional Seal ��OF NEwY � - - - - - - - - NENRy �9 o — — — — — — — — -- - - - - - - I ~ moc I � DN I Fp 097201 ENCLOSED PORCH I ARoFESSIONP� HOT TUB PRIVATE DECK DN I z 8'x8' z MASTER n- BATHROOM oOUTDOOR o m FSW 2 (CONTINUOU ABOVE/BELOW OPENING) — — DW Z Q III I I I I I a : I HD HD RB 02 LVL D '•I I � aN — II II ° I I 1 PROTECT AND MA NTAIN I I m u KITC _EN I z ` I (- 1 N Ro _ I EXISTING FRA ING I a x 1t4' gX I ;' `� Z 53 2' X 3' IFLAND_ a � DININ ROOM � MASTER BEDROOM z I I a X M "' 13' 4" X r ANTE-CHAMBER I m z r Q — — I 1 1 '-9" HD Q GARAGE t— — � `� — —� / PROTECT A D MAINTAIN `� 2x10 NAILER I � 40 3 1 3/4x11 7/8 LVL ---I E ¢ N PROVIDE BLOCKING N x EXISTING 240 FRAMING RB 01 3aoo vC.D I I BELOW LBW 3 I _ cr_ X I Z — — — — — J S-300 ( -C*4 � °- O (2) 1 3/4x16 LVL I O 09 3mo \ 300 v® 2d99— —� ) ]` L�t- I N R� _ _ _ _ _ 13 J n\_ — W/O -- — — OO O 2) 9 1/4 L R Oe N o 0 ca —� OCPQI HD U — a �0 n N I I j S To CUT BAJ I y. OOISPOWDER _ I a I I I I ROOM z END AT RIN WA t W U H-2 I I I I SHOWER O— — ( -- ------ - - - - W — — — HD SW-1 (CONTINUOUS ABOVE/BELOW OPENING) HD HD Ix!-3 — - - -- -- - U — = N = ILEVE FRIAM — — Z a zF PROVID 13- w — — m m LONG SIDE OF RR/CJ — — DN — — — HD Q UP —' O 04 S-201 ' GUEST BEDROOMOFFICE I I can z I` �s-ox II 0a7 HD 0- 0 z SECOND FLOOR FRAMING PLAN z 2 U W w 14) SCALE: 1/4"= 1'-0" M a Imo- O MOMENT CONNECTION VALUE - INDICATES STEEL COLUMN BELOW (FT-KIPS) +G�BEAM MATERIAL - INDICATES STEEL COLUMN ABOVE/BELOW Revisions Gp No. Date Description NOTES: BEAM SIZE SPAN DIRECTION GJ� -INDICATES STEEL COLUMN ABOVE 1 10/23/23 FOR PERMIT RAFTER PITCH EXTENTS OF GJ 2 11/14/23 FOR CONS 1. &SW-X- INDICATES SHEARWALL. SEE DETAIL SHEET S-300 FOR SCHEDULE. DIRECTION—�� " FRAMING ® - INDICATES COLUMN BELOW ® - INDICATES LOAD BEARING WALL BELOW 3 03/12/24 REV 1 PROVIDE-1"THICK PLYWOOD W/BLOCKING AT HORIZONTAL JOINTS. PANEL EDGE NAILING TO 0 N c 2 ® (2) 1 3/4x 11 7/8 LVL ,-, ® - INDICATES COLUMN ABOVE/BELOW C 7 - INDICATES LOAD BEARING WALL ABOVE 4 ---- BE 1 Od NAILS AT 6"o.c. SIMPSON HDU HOLDOWNS ARE TO BE LOCATED AT ENDS OF EACH 3700 2B-01 N SHEARWALL AND INSTALLED PER TYPICAL DETAILS. BEAM END REACTIO a ❑ - INDICATES COLUMN ABOVE 0 - INDICATES SHEAR WALL 5 (LBS-WOOD) LL MOMENT JOIST/RAFTER 2 WOOD POSTS TO BE 5u(KIPS-STEEL) CONNECTION TYPE. &SPACING ( )"2X MINIMUM U.O.N. 2. HD - INDICATES APPROXIMATE LOCATION OF SIMPSON HDU HOLDOWN. SEE DETAIL L COLUMN STEEL COLUMNS TO BE HSS5x5x3/8 MINIMUM U.O.N. Designed By : NM SHEET S-300 FOR SCHEDULE. BEAM NUMBER OVER BEAM Drawn By : NM 3. MINIMUM WOOD POST TO BE(2)-2X POST FOR 2x6 WALLS AND (3)-2X POST FOR 2x4 WALLS. BEAMS / HEADERS JOIST/ RAFTERS COLUMN / POST WALL Checked By : AA 4. ALL WOOD FRAME CONNECTIONS NOT BEARING TYPICAL CONNECTIONS ARE TO HAVE A SIMPSON FACE-MOUNT HANGER SIZED TO FIT CONNECTING MEMBERS. FRAMING LEGEND 5. ALL JOISTS OVER BEARING WALLS ARE TO HAVE SOLID 2X BLOCKING BETWEEN JOISTS AND Date : 10/19/2023 BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. p Scale: AS NOTED 6. FASTEN ALL FRAMING AS PER TYPICAL FASTENING SCHEDULE. HEADER SCHEDULE 7. FLOOR SHEATHING TO BE 3/4"CDX MIN GLUED AND SCREWED, UNLESS OTHERWISE NOTED. H-1 - INDICATES HEADER TO BE(2)- 1 3/4x7 1/4"LVL 8. ALL GIRDERS SHALL BE FLUSH FRAMED, U.O.N. H-2 - INDICATES HEADER TO BE(2)- 1 3/4x9 1/4"LVL H-3 - INDICATES HEADER TO BE(2)- 1 3/4x11 7/8" LVL S � l 02 Sheet#