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Home My WebLink About52198-Z oe soulyo`o Town of Southold * P.O. Box 1179 0 � 53095 Main Rd �Cnu��, � Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 46831 Date: 01/30/2026 THIS CERTIFIES that the building Location of Property: 1285 Three Waters Ln Orient,NY 11957 Sec/Block/Lot: 15.-3-45 Conforms substantially to the Application for Building Permit heretofore, filed in this office dated: Pursuant to which Building Permit No. 52198 and dated: 1/29/2026 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 to an existing single-family dwelling as applied for to include fire damage repair and new additions. The certificate is issued to: Thomas Agell Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: ELECTRICAL CERTIFICATE: 52198 1/15/2026 PLUMBERS CERTIFICATION: Auth ized Vgnature �*0soaryo TOWN OF SOUTHOLD BUILDING DEPARTMENT ' TOWN CLERK'S OFFICE Cnurrtr.N`�Yo 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#: 52198 Date: 08/20/2025 Permission is hereby granted to: Thomas D Agell 224 W 22nd St Huntington, NY 11743 To: Construct additions and alterations to an existing single-family dwelling as applied forto include fire damage repair and new additions. Premises Located at: 1285 Three Waters Ln, Orient, NY 11957 SCTM# 15.-3-45 Pursuant to application dated 08/01/2025 and approved by the Building Inspector. To expire on 08/20/2027. Contractors: Required Inspections: Fees: Fire Repair-Residential $736.50 CO Single Family Dwelling-Addition /Alteration $100.00 Total $836.50 Building Inspector pF SOUlyo�o Town Hall Annex Telephone(631)765-1802 54375 Main Road N P.O. Box 1179 iOQ Southold,New York 11971-0959 OI�COUNTV,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Thomas D Agell Address: 1285 Three Waters Ln City: Orient St: NY zip: 11957 Building Permit#: 52198 Section: 15 Block: 3 Lot: 45 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Electrician: Bri-Co Electric - License No: 33720ME SITE DETAILS Office Use Only Commercial Indoor X Basement Service Solar Residential X Outdoor X 1st Floor X Pool Battery Storage As-built Renovation X 2nd Floor Hot Tub EV Charger New X Addition X Attic X Spa Generator Survey Mezzanine Garage X Dock INVENTORY Service 1 ph X In-wall Heater Recpt 40 Ceiling Fixtures 1 Smoke Detectors Pump Service 3 ph Hot Water GFCI Recpt 7 Wall Fixtures 4 CO Detectors Heater Main Panel 200 A/C Condenser Single Recpt RecessdFixtures 8 Combo Smoke/CO 7 Transformer Sub Panel A/C Blower Range Recpt Ceiling Fan 5 Heat Detectors 1 Salt Gen Transfer Switch Mini Split Dryer Recpt 30A UC Lights Fridge AutoCover ARC 15 Blower Heads Switches 25 Pucks Lights Dishwasher Mini Fridge GFI SepticDisconnect Emrgency Strobe 4'LED Microwave Garbage Disp. ARC/GFI 1 21 ERV Exit Lights 1 1 Bath Exhaust Hood Dehumidifier Other Equipment: 200A Panel 40 Circuit/38 Used Notes: Garage Addition w/ Storage Above Inspector Signature: Date: January 15, 2026 �o�aOE SOUTyO� * TOWN OF SOUTHOLD BUILDING DEPT. coum,N 631-765-1802 INSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [VI 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: �a w�I s6 l DATE INSPECTOR �o�apF SOUIyOIo � 2 �j / Gam`/✓ � - # # TOWN(OF OUTHOLD BUILDING DEPT. coutom 631-765-1802 INSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION 1FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ]. RENTAL REMARKS: _ or ;�1 l it J .r e e fC e, cJ .SC� C,A0- r�E �l 'DATE INSPECTOR OF SOUTH° G/II h0 !O # # TOWN OF SOUTHOLD BUILDING DEPT. coorm, 631-765-1802 INSPECTION . [ ] FOUNDATION 1 ST] REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ NSULATION/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: DATE /�a�= INSPECTOR ho�aOF SOUTyO� Cl # # 4�WOIFOSOUTHL' BUILDING DEPT. 'roum,N 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 �11 PRE C/O [ ] RENTAL REMARKS: 4— c Wa DATE INSPECTOR OF SOblyOlo TOWN OF SOUTHOLD BUILDING DEPT. coorm, 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ZINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: 0 1,-,- `mg- 0. f—tZ-oVl'Jlt jdrUgAA" ,r-jq &� �Op� V- A-lr2-eA- a-J20Ve- AgI2 rJo at^-laWL 401-s DATE INSPECTOR FIELD INSPECTION REPORT DATE COMMENTS f FOUNDATION (1ST) -------------------------------------- FOUNDATION (2ND) z ROUGH FRAMING& PLUMBING LA • � � h�v �'�- aG Gav G. r INSULATION PER N.Y. y STATE ENERGY CODE Cm FINAL 2 USA. ADDITIONAL COMMENTS • 2 I • S PeXA f?3la S° SP-t Go re c -4 1 0 \ \\ il�vMC2 .. `o No � z x v b H 1 . ��oSFutx�� TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 • g Telephone (631) 765-1802 Fax (631) 765-9502 https://www.southoldtownn.go_v Date Received APPLICATION FOR BUILDING PERMIT n r 7 r, For Office Use Only r PERMIT NO. V Building Inspector: + - 1 AUG I �n�5 Applications and forms imust be filled out in their entirety; Incomplete`` applications`will-not be accepted.'Where the'Applicant is not the q"er, Owner's Authorization form(Page 2)shall be completed T�•. �i �r1f �vuthodd Date: `7 3) t2O' �§ OWNER(S)'OF PROPERTY. Name:Thomas Agell SCTM# l000-015.00-03.00-045.000 Project Address:1285 Three Waters Lane, Orient NY 11957 Phone#: (516) 480-7096 Email:tageII6030@aol.com Mailing Address: 1285 Three Waters Lane, Orient NY 11957 CONTACT;PERSON:; Name: Melissa.Butler Mailing Address:206 Lincoln Street, Riverhead NY 11901 Phone#: (631) 338-8449 Email: mbutler.75@mac.com DESIGN PROFESSIONAL.INFORMATION Name:Jeffrey T. Butler, PE PC Mailing Address:206 Lincoln Street, Riverhead NY 11901 Phone#: (631) 208-8850 Email:jeff@butler-ae.com CONTRACTQR INFORMATION: Name: PCI Services, Inc. Mailing Address: 701-8 Koehler Avenue, Ronkonkoma NY 11779 Phone#: (631) 738-6900 Email:mikem@pci-services.com DESCRIPTION;OF,"PROPOSED"CONSTRl1CTIQN El New Structure ❑Addition ❑Alteration ®Repair ❑Demolition Estimated Cost of Project: ❑Other $ 16a, a8n Will the lot be re-graded? ❑Yes 8No Will excess fill be removed from premises? ❑Yes ®No 441 G6 XODrc- 1 PROPERTY'-INFORMATION Existing use of property: SF Residence Intended use of property: N/C Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R-40 this property? Dyes ®No IF YES, PROVIDE A COPY. 8'Check Box After Rea ding:'The owner/contractor/design professional isfresponsible for all drainage and storm water issues as pro'videtl bY? Chapter 23.6 of the TUWn Code'.APPLICATION IS-HEREBY MADE to the Bwlding Department for the issuance of a"Building Permit pursuant to Building Zone Ordinance of the Town of Southold,Suffolk Cou`rity,NewYork and,other appl cable'Laws;Ordii►ances or Regulations;for,the`coristruction of bwldings, additions,alteration"s or for removal or:d`emolition'as herein described The applicant Bgrees to comply with al-applicable Taws ordinances,builtling'code, housing code and regulations and to admit authorized inspectors on premises and�n building(s)for necessary inspections.Faise statements-made,herein`are punishable asa Class q misdemeanor pursuant to Sectiori 210AS of the New York State Penal Law Melissa Butler Application Submitted By(print name): BAuthorized Agent ❑Owner Signature of Applicant: Date: STATE OF NEW YORK) SS: COUNTY OF ) Melissa Butler being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract) above named, Agent (S)he is the (Contractor,Agent,Corporate Officer,etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to-make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief; and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this day of 120 Notary Public PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) Thomas Agell 1285 Three Waters Lane. I, residing at Orient, NY 11957 Melissa Butler do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name 2 PROPERTY INFORMATION Existing use of property: SF Residence Intended use of property: N/C Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R-40 this property? ❑Yes ®No IF YES,PROVIDE A COPY. ®Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and In building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. i I•• Melissa Butler Application Submitted By(print name): ®Authorized Agent ❑Owner Signature of Applicant: Date: 7/30/2-5 STATE OF NEW YORK) I� SS: COUNTY OF k& ) i, Melissa Butler being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, Agent (S)he is the (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to,make and file this i1 application;that all statements contained in this application ar true to the best o is her knowledge and bet, f;and I' that the work will be performed in the manner set forth in the plication file there (th. I' Sworn before me this mod-- ay of q Q20 i• Notary Public ADAM.MATROS OTARY PUBLIC STATE OF NEW YORK SUFFOLK COUNTY LIC.#01MA6354670 PROPERTY OWNER THORIZATION i COMM.EXP.02/21/2029 ;R (Where the applican ' not the owner) p Thomas Agell 1285 Three Waters Lane I, residing at Orient, NY 11957 Melissa Butler l do hereby authorize to apply on i! my behalf to he Town of Southold Building Department for approval as describe here' Owner's Signature bAte Print Owner's Name �i i� 2 �OSUFFO,( CO BUILDING DEPARTMENT- Electrical Inspector ��O Gy.�► TOWN OF SOUTHOLD cm -'"` Town Hall Annex- 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1802 APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required)- Date: Company Name: Bri-co Electric Inc. Electrician's Name: Brian Abrams License No.: 33720-ME Elec. email:deborah@brico-electricinc.com - Elec.-Phone No:-631-378-9000 -01-request an email-copy of Certificate of-Compliance Elec. Address.: 1539 Lincoln Avenue, Holbrook NY 11741 JOB SITE INFORMATION (All Information Required) Name: Thomas Agell Address: 1285 Three Waters Lane, Orient NY 11957 Cross Street: North Sea Drive Phone No.: (516) 480-7096 Bldg.Permit#: email: tage116030@aol.com Tax Map District: 1000 Section:015.00 Block: 03.00 Lot:045.000 BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Fire repair to home. Square Footage: Circle All That Apply: Is job ready for inspection?: ❑ YES ✓❑ NO ❑Rough In ❑ 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 F12 H Frame Pole Work done on Service? Y RN Additional Information: PAYMENT DUE WITH APPLICATION BUILDING DEPARTMENT- Electri linsq"r 3 2025 TOWN OF SOUTHOLD Town Hall Annex- 54375 Main Road - R,4ii@rtrr ant l o " s4 Southold, New York 11971-0959>A.fn O :.uf'ruo€d �, �% Telephone (631) 765-1802 - FAX (631) 765-9502 1 =�' rogerrC-southoldtownny.gov seand(c(c�southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 10-28-25 Company Name: BRI-CO ELECTRIC INC. Electrician's Name: BRIAN ABRAMS License NO.: 33720-ME . Elec. email: Deborah@bri-coelectricinc.com Elec. Phone No: 631-378-9000 ❑✓ I request an email copy of Certificate of Compliance Elec. Address.: 1539 LINCOLN AVE., HOLBROOK, NY 11741 JOB SITE INFORMATION (All Information Required) Name: AGELL Address: 1285 THREE WATERS LANE, ORIENT PT, NY 11957 Cross Street: Phone No.: 631-378-9000 Bldg.Permit#: a P-0- 67A 19 $ email: Deborah@bri-coetectricinc.com Tax Map District: 1000 Section: S Block: 1-> Lot: Ifs BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): REWIRE AFTER FIRE. 1,500 SQ FT HOUSE. 1/2 CLOSED WORK Square Footage: �,soa. Circle All That Apply: � Is job ready for inspection?: YES❑ NO 7 Rough In ❑ Final \tea Do you need a Temp Certificate?: 0 YES ❑ NO Issued On-ASAF Temp Information: (All information required) o Service SizeFv-711 Ph❑3 Ph Size: 200 A #Meters 1 Old Meter# ❑✓ New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underground❑✓Overhead # Underground Laterals 1 2 H Frame 0 Pole Work done on Service? Y WIN Additional Information: PAYMENT DUE WITH APPLICATION oV1 $ ID-cl f4cf I[ [ ck- BUILDING DEPARTMENT- Elect c 'e,5tor 03f, ZA, ri'aillinsp iJ V��V ' 3 TOWN OF SOUTHOLD Town Hall Annex- 54375 Main Road - P,0 IBp_51117P Southold, New York 11 971-095.9-.-,;,i Telephone (631) 765-1802 - FAX (631) 765-9502 roqerrQS0L1tho1dtownnNj..qov - sea ndod,,southoldtown ny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All information Required) Date: 10-28-25 Company Name: BRI-CO ELECTRIC INC. Electrician's Name: BRIAN ABRAMS License No.: 33720-ME Elec. email: Deborah@bri-coelectricinc.com Elec. Phone NO: 631-378-9000 El I request an email copy of Certificate of Compliance Elec. Address.: 1539 LINCOLN AVE., HOLBROOK, NY 11741 JOB SITE INFORMATION (All Information Required) Name: AGELL Address: 1285 THREE WATERS LANE, ORIENT PT, NY 11957 Cross Street: Phone No.: 631-378-9000 Bldg.Permit#: 13 Pam'67A I q :? email: Deborah@bri-coelectricinc.com Tax Map District: 1000 Section: S Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): REWIRE AFTER FIRE. 1,500 SQ FT HOUSE. 1/2 CLOSED WORK Square Footage:71,500. ' Circle All That Apply: Is'job ready for inspection?- YES NO 7 Rough ln FIFinal W Do you need a Temp Certificate?: 7 YESF-] NO issued On-ASAP Temp Information: (All information required) Service Size W11 PhF-]3 Ph Size: -200 A # Meters 1 Old Meter# W1 New Service[:]Fire ReconnectDFlood Reconnect Elservice Reconnect Ounderground W10verhead # Underground Laterals F]1 F-12 D H Frame D Pole Work done on Service? DY JZN Additional Information. - PAYMENT DUE WITH APPLICATION Woo VIK , 1�o PERMIT## Address: Switches Outlets G F I's Surface Sconces H H's UC Lts Fridge HW POOL Fans Mini Fr. W/D Panel - Pump Exhaust Oven Sump Heater Trnsfmr Smokes . DW Generator Salt Gen. Carbon Micro GrbDis Water Bond Lights Heat Pucks ERV HOT TUB/SPA Inst Hot DeHum Transfer Disc Combo Coo.ktop Minisplit Blower AC AH Hood Blower Service Amps Have Used Sub Amps Have Used Comments 4w; OG BUILDING DEPARTMENT-Electrical Inspector ® y�y TOWN OF SOUTHOLD aT Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 Telephone (631) 765-1802 -Y�1 Temporary Certificate # I Date � �r J 2025 Customer Name o Electrician Name Address N Ln � Phone boo e-mail e-mail r-a h@ , 6 - Phone License# 3 `� 0- ME Size C� A Phase Overhead Underground #of Meters Remarks #of Underground Laterals 1 2 New "H" Frame or Pole H P Fire Reconnect Was work done on Service? Y/N N Flood Reconnect Old Meter# \ Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. This verification i id for ys fro he date a Authorized by �_ . INSPECTOR: DATE: )M�G JOB NAIVIE: ADDRESS: PERMIT: SEC LOT BLOCK OUTLETS '4rl BASEMENT GFI RECEPTACLE I 1sT FLOOR G 10 _ ARCH FAULT 15 AMP U e 1 ND FLOOR Q ARCH FAULT 20 AMP I GARAGE: ATTACHED a SWITCH GARAGE: DETACHED y DIMMERS SPECIAL OUTLET LED - RECESSED FIXTURES POOL HEATER- GAS/OIL.. © I CHANDELIER POOL LIGHTS FLUORS-CENT FIXTURE POOL EQUIPMENT � Jr PADDLE FAN POOL TIME CLOCK EXTERIOR LIGHTS I M.I_CROW� F. I DISH ASHER A/C OUTLET f FRIGERATOR A/C HANDLER FR ZER A/C CONDENSER 7 SMO E/ CO2 DETECTOR _ IiRA iJGE: G.l S ' =LEC R C/C0.0KTOP 100 AMP MB PANEL I OVEN : GAS / ELECTRIC 150 AMP MB PANEL XHAUSTlkN�'RANGE HOOD 200 AMP MB PANEL TRASH COMPACTOR TRANSFORMER WASHING MACHINE 100 AMP SERVICE ^-lI DRYER: GAS / ELECTRIC 150 AMP SERVICE T WATER HEATER i 200 AMP SERVICE STEAM UNIT 300 AMP SERVICE JACUZZI 400 AMP SERVICE __) RNER: GAS / OIL SUB PANEL GENERATOR: LP / GAS TESLA-50 AMP CAR CHARGER OUTLET 4 MODULAR HOME: PERMIT NUMBER-' DRAWN MM CHECKED MM DATE JULY 2025 DRAWING &JOB ND. 25-739 THE EXISTENCE OF RIGHTS OF WAY UNAUTHORIZED ALTERATION OR ADDITION AND/OR EASEMENTS OF RECORD IF TO THIS SURVEY IS A VIOLATION OF ANY, NOT SHOWN ARE NOT GUARANTEED. SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. ELEVATIONS REFER TO NAVD 1988 COPIES OF THIS SURVEY MAP NOT BEARING Area- 12,910 si STRUCTURE HEIGHTS SHOWN THUS: (X.X) THE LAND SURVEYOR'S EMBOSSED SEAL HALL INOT KEDLO SE CONSIDERED AAAA Premises known as: TO BE A VALID TRUE COPY. FEM GUARANTEES INDICATED HEREON SHALL RUN PANEL 36103CO086H # 1285 Three Waters Lane, Orient ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF TO THE EFF. DATE 9/25/2009 TITLE COMPANY, GOVERNMENTAL AGENCY AND ZONE X, AREA OF MINIMAL FLOOD HAZARD LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTI- TUTION. GUARANTEES ARE NOT TRANSFERABLE. OW LOT 33 �If>T. (exf$ a 10 1 er7 t% RESjoENC LOT20 USES E W LI. WATER utility i pole lz1.5'S S,85057 Ao" FILED MAP LINE ___ x 22,78'__------ ------ �2.4S 100.00 ao _ Monament 1° x X edge centerline CV !O 5.2 S 22.42 O I M 22:14. X o X tri 22.73 Post post 23.26 nl shed c N M :D x shower 30. 22.42 cX ramP 2_JA 22:76 v�i s 2 9 re is` .� w x % ' pe-rgo!a I �e a gravel X2.76 � I (7'21 -i+co� driveway m i x j _0 22:82 � ;trellis -X-XAxq 1 22.44 y 5.9' 22.97 o :' X 22.90 o'EN 1 patio .r o`� stepping � a stones a o M landing o!1 e FF=24.4 Gt 23.17 ❑ Q C 25.7', 22.73 .r [] 23.14 c14 o steps E 2,0' 38.6' CEI R/O .� screened bay w Lai deck F-z EL=24.7 in 3 co N 26.6' ! 5 14.2' :r 2v LOT 34 co n � ro an w cv 22.47 1 BE 23:00 410 O .22.15 patio X X X ca }o romp -a_ow000 fence 24.3' 22.03 13 23.18 g C4 42.2' 7.4' 1 21:56 N 1 E I �; Trailer c J N '•_ shed 22:34 X L o 22.87 CL a, 42.2' N ' electric ! ;, meter 0 M X2].80 21.90 21.95 utility pole 21.771 06.55� Alonument 00 N850573403'W X22.26 22.36 X Pavement edge 21.45 X 21.58 21.66 X21.65 asphalt pavement North Sea- Dril/,m21.48 ptiL W;� o � purvey of Lot 34 xCZ Z MAP OF ORIENT-BY-THE-SEA, SECTION ONE C:�) FILED NOVEMBER 21 , 1957 AS FILE NO. 2777 S rAND �J situate at Orient I� Q Town 'of Southold Michael W. Mint®, E,S. . C. Suffolk Counfy, New York LICENSED PROFESSIONAL LAND SURVEYOR District 1000 Section1 Block Lod 45 NEW YORK STATE LICENSE NUMBER 050871 87 Woodview Lane Scale I "= 20' ;Surveyed July 17, 2025 Centereach, N.Y 117;20 GRAPHIC SCALE PHONE/FAX: (631) 580-1202 CELLULAR: (631) 765-9714 20 0 10 20 40 so Y" EMAIL: mikemintotspc©gmail.com ( ITV FEET ) 1 inch = 20 f t. Jeffrey T. Butler, P.E., P.C. 206 Lincoln Street Architectural and Engineering Services Riverhead, NY 11901 Tel: (631) 208-8850 r Fax: (631) 727-8033 J D E C E E E AUG 1 8 2025 -- August 18, 2025 Building DoparjmeF,t Town of soutirotc Tracey Dwyer Building Department Town of Southold P.O. Box 1179 Southold,NY 11971 Re: Fire Damage Repair— 1285 Three Waters Lane, Orient NY (1000-015-03-045) Dear Ms. Dwyer, Enclosed please find revised Architectural Plans which reflects the reduced storage loft over the garage to meet the 35' required rear yard setback. Should you have any questions,please do not hesitate to call. Sin erely, Jeffr . Butler, P.E. THE EXISTENCE OF .RIGHTS OF WAY UNAUTHORIZED ALTERATION OR ADDITION DRAWN MM CHECKED MM I DATE JULY 2025 1 DRAWING.&JOB N0. 25-139 AND/OR' EASEMENTS OF RECORD IF TO THIS SURVEY IS A VIOLATION of ANY, NOT SHOWN ARE NOT GUARANTEED. SECTION 7209: OF THE NEW YORK STATE EDUCATION LAW. Q ELEVATIONS REFER TO NAVD 1988 COPIES OF THIS SURVEY MAP NOT BEARING 1THE LAND Area= 12,E 10 81 STRUCTURE HEIGHTS SHOWN THUS: (X:X) EMBOSSED SEAL SHALL INOT KEDBECONSIDERED TO BE A VALID TRUE COPY. FEMA Premises known as:. GUARANTEES INDICATED HEREON SHALL RUN 1285 Three Waters Lane Orient ONLY TO THE' PERSON FOR WHOM THE SURVEY PANEL 36103CO086H ' IS PREPARED, AND ON HIS BEHALF TO THE EFF. DATE 9/25/2009 TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND ZONE X, AREA .OF MINIMAL FLOOD HAZARD TO THE"ASSIGNEES.. of THE LENDING INSTI- i TUTION. GUARANTEES ARE NOT TRANSFERABLE. LOT 33 TAX LOT 20 RESIDENCE USES WELL WATER utility pole (�1.5's. S85°57'40"E FILED MAP LINE j x _ 2'4S 10"0.z2e _--------- _00' Monument X -edga cntd_e N X 5.2S 22.42 22.14. o d"x ~' 22.73 Past ° 23i26 � post 04 shed o" c'nv ,°•° 1 I 22.03 /\ shower V x 9:8 J0.4' 22.42 22:76 I romp 22.15 24.4' s 9 trellis�r o �. a gravel 22.76 h pergola--i'c��e tn X GF=22:9 T r. o driveway .O 3 X 2. (. CNI 2) .. I�oC 22.82 N ,z C? trellis y Cq , o oz -X-X-X 22:44 y N 5.9 22.97 .� X 22:90 J o I > patio stepping I�7 stones E �. o landing ,� 2317 Q na 25.T 22.73... 8.1' FF=24;4 . 0 .23.14 CA a CV o 3 I steps 2.0' . 38.6' :> o ab R/O e y J Fscreened �- bo deck rr^^ s- W EL=24.Z 0 co is-o ,cp 26.6 .2.55 14:2' :r N LOT'34 M m v� cy 22A7�` BE "' "' 23.00 N N W p patio X. X .�.r 22:15 O X CZ Cd ramp _o_owood,fence 24.3' AV 22.03 c o 23.18 4, , 42.2' 7.4' t _ m W ^ ih 21:56 WN J E N Trailer T 0 shed 22.34 o X o (9.1) X of `r 22.87 N a c� 42.2' O N electric . d meter o 21.77 X 21.80 21.90� 21.95' �utility pole 106.55' Monument 10� N N85*57'40"W 'X22:26 22.36 X pavement.edge 21.45 X21.58 21t56 X21 65 asphalt pavement of NIE4/�� North Sea Drive X2,.48 Survey of Lot 34 r Q MAP OF ORIENT-BY-THE-SEA, SECTION, ONE 0 08.E �1 FILED NOVEMBER 21 , 195.7 AS FILE N.O. 2777 tA' r situate at r Orient Town of Southold Michael W. Minto, L.S.P. C. Suffolk County, New York LICENSED PROFESSIONAL ,LAND SURVEYOR NEW YORK STATE LICENSE NUMBER 0.50871 District 1000 Section 15 Block J Lot 45 87 Woodview Lane Scale 1 "= 20' Surveyed July 17, 2025 Cen t erea ch, N. Y. 11720 GRAPHIC SCALE PHONE/FAX: (631) 580-1202 "CELLULAR: (.631) 766-9714 20 a 11 1 ao eo EMAIL: mikemintolspc®gmcil.com (: IN FEET ) ! inch = 20 ft. DRAWN MM CHECKED MM DATE JULY 2025 DRAWING.&JOB ND. 25-739 THE EXISTENCE OF RIGHTS OF WAY UNAUTHORIZED ALTERATION OR ADDITION AND/OR EASEMENTS OF RECORD IF TO THIS SURVEY IS A VIOLATION OF ANY, NOT SHOWN ARE NOT GUARANTEED. SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. 1 ELEVATIONS REFER TO NAVD 1988 COPIES OF THIS SURVEY MAP NOT BEARING Areai2 - ,910 sJ. STRUCTURE HEIGHTS SHOWN THUS: (X.X) INKEDTHE LAND SURVEYOR'S S EMBOSSED SEAL HALL NBALO CONSIDERED Premises known as: TO BE A VALID TRUE COPY. FEMA GUARANTEES INDICATED HEREON SHALL RUN PANEL 36103CO086H # 1285 Three Waters Lane, Orient ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF TO THE EFF. DATE 9/25/2009 TITLE COMPANY, GOVERNMENTAL AGENCY AND ZONE X, AREA OF MINIMAL FLOOD HAZARD TONDING THE IN STITUTION LISTED S OF THE ENDING INSTI- TUTION. GUARANTEES ARE NOT TRANSFERABLE. tFW06e LOr OWA •may C�. LOT 33 �If>T• (Ex I�. O� 1 Oft I " MOT0 RESIDENCE utility USES WELL WATER Pole FILED MAP LINE (ki.5'S S85°57 40" Px (---------- �2.45100.00s ob M 1 22.78 a----_ Monument cV _- �p x !" 5.2S 22.42 X. edge centerline X M 22:14. X 23.26 X I 22.73 Post post N f shed o N M (10.5}ry N x 8' shower 9. X 30• 22.42 22:76 I ramp 22AS x 91 _ 22.76 g C11 r- e e w x I ravel o w p� 2�-i X +�c��` drivewdy � x trellis -� 2- z -X-X-x 22.44 2- Cd 5.9' �' 22,97 o y u X22.90 o w _j patio :r o`b stepping E o� u I G= landing �- �p 23 17 stones O a 25.7' 22.73 FF=24.4 ❑ ny Q 23.14 c steps E 2.0' 38.6' ® y CIO ca R/O a r?screened LEE bay 0:) deck o� V) EL=24.7 9 A co 3 N 26.6 .5 14.2' :r cli LOT 34 M w N 22.47 BE 23.00 ' o O patio •22.15 X X XCd 3'v41 romp _o- wood fence 24.3' o ❑-o-❑ 38.6 22.03 23.18 n „ c 7.4' 1 42.2' W C:} o 21:56 o N I N Trailer shed J 22.34 x zoo (9.1) X M 22.87 N " 42.2' N electric Z,. meter o M 21.90 21.77 X 21.80 21.95 utility pole 7 M65' Monument 00 0 N85°57'40"W 'X22.26 22.36 N X Pavement edge 21.45 21.58 • ••�.. X 21.56 X21.65 asphalt pavement North Sea Driv� p� N� . e X21:46 1�L W . 0 S-urvey of Lot 34 -� MAP OF ORIENT-BY-THE-SEA, SECTION ONE .w o 8 Z FILED NOVEMBER 21 , 1957 AS FILE NO. 2777 s 4,J ,�� LAND 5J. situate at orient �N 00 Town of Southold Michael W. Minto, 1L' -S.P C. Suffolk County, New York LICENSED PROFESSIONAL LAND SURVEYOR ' District 1000 Section 15 Block Lot 45 NEW YORK STATE LICENSE NUMBER 050871 87 Woodvleww Lane Scale 1 "= 20' ;Surveyed July 17, 2025 Centereach, N.Y. 11720 GRAPHIC SCALE PHONE/FAX: (631) 580-1202 CELLULAR: (631) 766-9714 a° o to 20 40 so `�� EMAIL: mikemintotspcOg mail.com ( IN FEET ) 1 inch = 20 it. i -Ro CA APPROVED AS NOTED DATE:8"20-25 B.F # 5Rlq9 COMPLY WITH ALL CODES OF FEES U 3&• 5 D BY: NEW YORK STATE&TOWN CODES NOTIFY BUILDING DEPARTMENT AT S REQLIIR AND CONDITIONS OF50UTHOLD TOWNZBR 631-765-1802 SAM TO 4PM FOR THE FOLLOWING INSPECTIONS: SOUMOT©WNUNINGDOW FCUNIU TIOINI _-rWO REQUIRED SOUTNOLDTOWNMUSTEES. FOR POURED CONCRETE N.Y.S.DEC ROUGH- FRAMING&PLUMBING SOM' OLDNPC INSULATION SCND FINAL-CONSTRUCTION MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW ELECTRICAL YORK STATE. NOT RESPONSIBLE FOR INSPECTION REQUIRED DESIGN OR CONSTRUCTION ERRORS Fire separation required as per NYS Code 9 J I TYPE V WOOD FRANC 6"DIIA. TABLE R301.5 DESIGN CRITERIA: NOTE: THESE DRAWINGS ARE INCOMPLETE WITHOUT DETAIL SHEETS (ADDENDUM TO DRAWING SET). CONSTRUCTION BASED MINIMUM UNIFORMLY DISTRIBUTED LOADS(PSI) WIND SUBJJECT TO DAMAGE FROM U GROUND SPECIAL SEISMIC FROST WINTER AIR ANNUAL ICE BARRIER a ON SECTION 602 USE/ OF THE BCNS'S USE LIVE LOAD SNOW SPEED EXPOSURE TOPOGRAPHIC WIND WIND-BORNE DESIGN LINE DESIGN FREEZING MEAN UNDERLAYMENT FLOOD LIVE DEAD WALL SHEATHING OCCUPANCY MEAN SPEC LOAD MPH ATAGORY EFFECTS REGION DEBRIS ZONE CATAGORY ATHERIN(G DEPTH TERMITE DECAY TEMP. INDEX TEMP RE UIRED HAZARDS OAD LOAD ROOF UPLIFT LOAD SUCTION LOAD CLASSIFICATION HEIGHT HEIGHT RATIO FIRE AREA TYPE OF CONSTRUCTION UNINHABITABLE ATTICS WITHOUT STORAGE 10 MODERATE SLIGHT TO FROM C MUNr PERIMITER EDGE ZONE=37.2 sF EDGE ZONE=29.1 sf Q REFLEG"ITVE RED pApl � 20 sf 140 B NO NO YES C SEVERE 36" 11 599 599 YES p P FIRST FLOOR=1,150 SQ.FT. (K UNINHABITABLE ATTICS WITH LIMITED STORAGE 20 P TO HEAVY MODERATE ,MAPS 40 psf 20 psf INTERIOR ZONE=29.6 sf INTERIOR ZONE=24.6 sf SFD 23'-0" 18'-8" 1:3 TYPE V a (PMS#187) � HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS 30 SECOND FLOOR=205 S .FT. >^ ACTUAL FINISHED GRADE SEE DETFAIL SHEET FOR tY BALCONIES(EXTERIOR)AND DECKS 40 2020 NYS UNIFORM CODE: WINDOW PERFORMANCE DATA: , PROFESSIONAL JUDGEMENT, a MAY VARY DEPENDING ON HIGH WIIND CONNECTION TO THE BEST OF MY KNOWLEDGE BELIEF AND PROFESSI Iu REFLECTIVE WHITE FIRE ESCAPES 40 THESE PLANS AND/OR SPECIFICATIONS ARE IN COMPLIANCE WITH THE 2020 0' 1/2" THESE PLANS HAVE BEEN DRAWN IN ACCORDANCE EXISTING GRADE CONDITIONS RE UIRIEMENTS GUARDS AND HANDRAILS 200 ALL WINDOWS BY ANDERSEN,SERIES 400 DOUBLE HUNG ENERGY CONSERVATION CONSTRUCTION CODE In STROKE GUARD IN-FILL COMPONENTS 50 WITH 2O20 RESIDENTIAL BUILDING CODE U=.30,SHGC=.30,DP 30,DUEL PANE (https://www.andersenwindows.com) ALL NON-ENGINEERED LUMBER TO BE DOUGLAS FIR#2 OR BETTER � SIGN FOR WOOID FLOOR AND PASSENGER VEHICLE GARAGES 50 PUBLISHED BY NEW YORK STATE. WOOD ROOFIrJG FRAMING ROOMS OTHER THAN SLEEPING ROOMS 40 TO THE BEST OF OUR KNOWLEDGE,THESE PLANS TABLE R301.7 MECHANICAL SYSTEM FEATURES: SLEEPING ROOMS 30 SCOPE OF WORK: STAIRS 40 COMPLY WITH THE TOWN OF SOUTHOLD ZONING ALLOWABLE DEFLECTION NO CHANGE TO EXISTING MECHANICAL SYSTEM L AND CONSTRUCTION CODES. OF STRUCTUAL MEMBERS(b,c) REPAIR OF FIRE DAMAGED DWELLING IN TRUSS IDENTIFICATIOry SIGN: TABLE R301.6 FOR PYRAMID COMPLIANCE,SEE SECTION A-A AIR SEALING NOTES: ACCORDANCE WITH THE 2020 EXISTING BUILDING STRUCTUAL MEMBER ALLOWABLE THE CONTRACTOR IS RESPONSIBLE FOR AIR SEALING; CODE-NEW YORK STATE.THE BUILDING HAS SUSTAINED IDENTIFICATION OF FLOOR AND ROOF TIRUSS CONSTRUCTION MINIMUM ROOF LIVE LOADS IN POUNDS-FORCE SHEAR WALL/BRACED WALL DESIGNED WITH OPENINGS, DEFLECTION THE BUILDING ENVELOPE SHALL BE SEALED IN ACCORDANCE LESS THEN SUBSTANTIAL STRUCTURAL DAMAGE TO SHALL BE PROVIDED BY SIGN OR SYMB(DL AND SHALL BE AFFIXED PER SQUARE FOOT OF HORIZONTAL PROJECTION PERFORATED SHEAR WALL DESIGN METHOD-130 MPH, RAFTERS HAVING SLOPES GREATER THAN 3:12 also WITH MANUFACTURERS'INSTRUCTIONS AND THE PROVISIONS VERTICAL ELEMENTS OF THE LATERAL FORCE-RESISTING O TO THE EXTERIOR WALL OF THE RESIDEWTIAL STRUCTURE IN wrrx No FINISHED CEILING ATTACHED To RAFTERS Ir TRIBUTARY LOADED EXPOSURE B 3 SECOND GUST PER R 602.10 AND WFCM (CHECKLIST)OF THE 2015 IECC. SYSTEM(CHAPTER 2,DEFINITIONS)AND HAS BEEN ul COMPLIANCE WITH 19 NYCCR PART 1265i.RESIDENTIAL STRUCTURES 2015 130 MPH,TABLE 12 AND 13. EVALUATED BY JEFFREY T.BUTLER,P.E.,P.C.IN WITH TRUSS TYPE CONSTRUCTION,PRE--ENGINEERED WOOD AREA IN SQUARE FEET N 1101.14(R401.3)CERTIFICATE(MANDATORY).A PERMANENT CERTIFICATE SHALL ACCORDANCE WITH SECTION AJ 106(NYS RES CODE) INTERIOR WALLS AND PARTICIANS IV180 CONSTRUCTION AND/OR TIMBER CONSTRUCTION. FOR ANY STRUCTURAL FLOORS IJ360 BE COMPLETED BY THE BUILDER AND POSTED ON A WALL IN A SPACE WHERE IT HAS BEEN DETERMINED THAT THE,STRUCTURAL MEMBER THE FURANCE IS LOCATED. THE CERTIFICATE SHALL LIST THE PREDOMINANT DAMAGE IS LIMITED TO LESS THAN 15%OF THE VERTICAL `D CEILINGS WITH BRITTLE FINISHES 0 TO 201 TO OVER (INCLUDING PLASTER AND STUCCO) U360 R VALUES OF THE INSULATION INSTALLED(ROOFS/CEILINGS/WALLS/FLOORS/FOUNDATION) LOAD CARRYING COMPONENTS,THUS IT IS DEEMED TO BE W ROOF SLOPE 200 600 600 AND DUCTS OUTSIDE CONDITIONED SPACES;U FACTORS FOR FENESTRATION AND SHGC BELOW SUBSTANIAL STRUCTURAL DAMAGE PER AJ 201. O (INCLUDING Gs WITH FLEXIBLEFtNlsxEs U240 AND RESULTS FROM ANY REQUIRED DUCT SYSTEM AND BUILDING AIR LEAKAGE TESTING CLEANING AND SEALING THE BALANCE OF THE STRUCTURE a (INCLUDING GYPSUM BOARD) Q O FLAT OR RISE LESS THAN 4 INCHES PER FOOT 20 16 12 ALL OTHER STRUCTURAL MEMBERS �� DONE ON THE BUILDING. THE CERTIFICATE SHALL LIST THE VALUE FOR EACH COMPONENT, WHERE SMOKE DAMAGE EXISTS WILL BE DONE AS PART OF a (1:3) THE CERTIFICATE SHALL LIST TIM TYPES AND EFFICIENCIES OF HEATING,COOLING AND THE SCOPE. n EXTERIOR WALLS-WIND LOADS (a)WITH SERVICE WATER HEATING EQUIPMENT. THE GARAGE MITIGATION IS DEEMED A REPAIR AND SHALL BE DONE IN u RISE 4 IN U360 CHES PER FOOT(1:3)TO LESS THAN 16 14 12 PLASTER OR sTvcco FINISHES THE ENGINNER IS NOT RESPONSIBLE FOR ANY ENVIRONMENTAL ILLNESSES CAUSED BY COMPLIANCE WITH APPENDIX J,SECTION AJ401. THE ADDITION =3 12 INCHES PER FOOT(1:1) EXTERIOR WALLS-WIND LOADS(a)WITH OTHER Ingo THE MANDATORY REQUIREMENTS OF THE ENERGY CODE OR THE PREMATURE DEGRADATION OF THE NEW STORAGE AREA OVER THE GARAGE IS AN ALTERATION O BRITTLEFINISHESOF ANY COMPONENTS OR FINISHES. AS WELL AS THE PROPOSED SITED DORMER OVER THE EXISTING LIVING ROOM N N RISE 12 INCHES PER FOOT(1:1) 12 12 12 EXTERIOR WALLS-WIND LOADS(a)WITH AND GREATER FLEXIBLE FINISHES U120(d) LINTELS SUPPORTING MASONRY GFA: a ap VENEER WALLS(e) �600 LOT AREA=12,910 NOTE:L=SPAN LENGTH,H=SPAN HEIGHT ALLOWABLE GFA=2,100 SQ.FT.PLUS(2,910 X.]25)=2,463 SQ FT a.FOR THE PURPOSED OF DETERMINING DEFLECTION LIMITS HEREIN, PROPOSED GFA: THE WIND LOAD SHALL BE PERMITTED TO BE TAKEN AS 0.7 TIMES THE COMPONENT AND CLADDING(ASD)LOADS OBTAINED FROM TABLE R301.2(2). EXISTING LIVING AREA=1,150 SQ.FT. b.FOR CANTILEVER MEMBERS,L SHALL BE TAKEN AS TWICE THE LENGTH EXISTING GARAGE AREA=205 SQ.FT. OF THE CANTILEVER. EXISTING REAR COVERED PORCH=206 SQ.FT. c.FOR ALUMINUM STRUCTURAL MEMBERS OR PANELS USED PROPOSED STORAGE AREA=228 SQ.FT. TOTAL GFA=1,789 SQ.FT. z cs cn 0 m Lu w O 2 cr ui CONT. RIDGE VENT m AREA OF FIRE DAMAGE - - - REPAIR TO EXISTING GARAGE 12 12 WITH PROPOSED STORAGE ABOVE ASPHALT ROOF _ 8 -- SHINGLES (TYP) PROPOSED SHED DORMER MATCH EXISTINCs - - In 3 -- - z ------ - F - — TOP OF PLATE F -- - — ------ (Y -- O" O.I - - - - - - - - - - - - TOP OF PLATE O€ , — — A7GH EXI571NCs CL€ ; - OFFIT AND FASCIAFI -ASPHALT ROOF SHINGLES (TYP) ------------------------- - °O .\+. �� 1�L E1cISTING - - - = - - u.l -- - -- N00 - III Hill lu . At-KUN FLASR IT F. ----------------------------------- 4 12 f1/ �j CN -. - .�_—�-- CEDAR SIDING '• 1U �t >- --- —- _- MATCH r XI5TINCs ltl , —� PROPOSED APRON ROOF - — 70P OF PLATE W -77E )RATIVE �a D� ----- RACKET ........... Gn IL CEDAR SIDING �'�' EXISTING �-- - - - - - - - EN Cx EER: i20NT � � T ON T. ' IGHT SIDE ELEVAT ION �P�� EY T. y0,p LLJ 0�349 AUG 1 8 2G25 ARoFEsskoNP� 12 12 JEFFREY T. SUTLER, P.E. Town F- m 12 Q n - -- - U- a O l� z � 3 -- Q z --- - w J Z d m w 0 - - U- +- pwz N C w � Lu4 o - ---------- -- --- ----------- -- - — — ----------------------------------------------—-------------------- ---------- — ---- --- — -- ..... -- ■ --— ---- cri ® ® — —...-.........---- —- -- --- _ - �- 0 w --- —--------------------------- - - PACE . LEFT SIDE ELEVATION 1 Of REAR ELEVATION COPYRIGHT 2013 JEFFREY T. BUTLER, P.E., P.G. REPRODUCTION IN ANY FORM 16 PROHIBITED WITHOUT WRITTEN CONSENT FROM JEFFREY T. 5UTLER, P.E., P.C. R905.1.2 ICE BARRIERS: \ IN AREAS WHERE THE HAS BEEN A HISTORY OF ICE FORMING ` ALONG THE EAVES CAUSING A BACKUP OF WATER AS DESIGNATED 2x10 RIDGE ` 1N TABLE R301.2(1),AN ICE BARRIER SHALL BE INSTALLED FOR 2x8 RAFTERS ASPHALT SHINGLES,METAL ROOF SHINGLES,MINERAL SURFACED 1/2 CDX SHEATHING SEE DETAIL SHEET FOR ROLL ROOFING,SLATE AND SLATE-TYPE SHINGLES,WOOD SHINGLES 150 FELT �`�'ALL SCRAPING DETAILS `� AND WOOD SHAKES.THE ICE BARRIER SHALL CONSIST OF NOT FEWER ASPHALT' ROOF SHINGLES � \ THAN TWO LAYERS OF UNDERLAYMENT CEMENTED TOGETHER,OR A C40NT RIDGE VENT ' 1 2'0" PROVIDE ICE BARRIER PER SELF-ADHERING POLYMER-MODIFIEDBITUMEN SHEET SMALL BE USED 12 , , RSO5.1.2, TYPICAL ALL IN PLACE OF NORMAL UNDERLAYMENT AND EXTEND FROM THE LOWEST EDGES OF ALL ROOF SURFACES TO A POINT NOT LESS THAN ROOF VENTILATION NIFO t-I THE INSULATED r(MIN) 24 INCHES(610mm)INSIDE THE EXTERIOR WALL LINE OF THE BUILDING. CEILING AREA UNIFO EX<TE DISTRIBUTED ` 8� 2x4 s 7. ® IC'''R 1/ I_` \ ON ROOFS WITH SLOPE EQUAL TO OR GREATER THAN 8 UNITS VERTICAL EAVE PROTECTION t0 EXXTEND FROM THE - LOCATED IN-UPPER I/3R IN 12 UNITS HORIZONTAL,THE ICE BARRIER SHALL ALSO BE APPLIED EXISTING EDGE OF THE ROOF, 3iro" UP THE SLOPE .' r ` OF ATTIC PER 3.2.5.1 ` BUT NOT LESS ITHAN 12" BEYOND ' ` OF 2018 WFCM I �� \ NOT LESS THAN 36 INCHES(914mm)MEASURED ALONG THE ROOF SLOPE STRUCTURAL THE INTERIOR FACE OF THE: EXTERIOR WALL n ,� — _ — — \ FROM THE EAVE EDGE OF THE BUILDING. RIDGE 1 BAFFLE AS REQUIRED FOR ROOF VENTILATION EXCEPTION:DETACHED ACCESSORY STRUCTURES NOT CONTAINING CONDITIONED FLOOR AREA. EXISTING PROPOSED STORAGE - �,�' 1 NEW (3) 1 3/4"x9 1/4" ROOF RAFTERS UNFINISHED, ,= ONLY - \St ,^ LVL R.R. BEYOND o \ + °O 1/2" GWB ` v , 00 ,' 2xro STUDS R-30C INSULATION 1/2" CDX SHEATHING 12 NEW (3) 1 3/4"x9 1/4" LVL - 150 FELT 4'S �� .' �. CEDAR SHINGLES bh ` MATCH EXISTING \ - — EXISTING 2X8 C.J. SOLID BRIDGING ; o AT MID SPAN EXISTING EXISTING EXISTING EXISTING _ w z BATHROOM BEDROOM NEW 1/2" GWB EXISTING GARAGE a I a COVERED FAMILY ROOM 11 TO BE REBUILT 8'0 CLG, HGT. EXISTING 2x6 STUDS a c ENTRY 8 0" GLG. HGT. EXISTING: 1/2" CDX SHEATI HINCs CLEANEXISTING AND PAC H D 1 ly l EXISTING CEDAR SHINGLES NO WORK NEW INSULATION NEW GWB (1/2 ) NEW INSULATION (�o NEW GWB (1/2") NEW FLOORING NEW GWB (1/2") NEW 5/8 GWB ON WALLS v� 23 7 ( Q o NEW FLOORING NEW TRIM NEW FLOORING AND CEILING PER CODE , NEW TRIM SPACKLE E PAINT NEW TRIM _ x SPACKLE t PAINT SPACKLE t PAINT .' %% H ' z - - - - - - - — Io Z — - — - EXISTING EXISTING 4 GRADE ' ; GRADE ' � o ° EXISTING CRAWL SPACE R-21 INSULATION 74_ — - -� — AVG. GsRADE=23.1' m c (NO WORK) �% �,' EXISTING FND. w '74NEW 2Xro ACQ SILL WITH TERMITE SHIELD AND SILL SEAL PYRAMID COMPLIANCE �P q.� PROV DE 5 8 ANCHOR BOLTS 36 O.C. MAX. w I / � WITHIN 1' OF EACH SPLICE IN SILL PLATE ON EXISTING FOUNDATION ` WHERE GARAGE IS TO BE REBUILT m SECTION 5-5 SECTION A-A EPDXY IN PLACE WITH -I" MIN EMBEDMENT NOTE: ALL SMOKE IMPREGNATED WOOD FRAMING TO BE SPRAY SEALED WITH FIBERLOCK RECON FIRE AND SMOKE SEALER. FOLLOW PRODUCT „ GUIDE FOR APPLICATION. U Q-- X IL U1 � �- PROVIDE TIE DOWNS AT EACH CORNER lU cm SIMPSON HDU 5 (TYPICAL) - SEE DETAIL SHEETS ------LINE OF EXISTING SCREENED IN PORCH ABOVE 3: ' ___ ------ 5/8 ANCHOR BOLT EPDXY IN PLACE WITH "i MIN EMBEDMENT , ' N ' PROVIDE 5/8" ANCHOR BOLTS 36" O.G. MAX. v CV WITHIN 1' OF EACH SPLICE IN SILL PLATE ON EXISTING FOUNDATION -,f W r; WHERE GARAGE IS TO BE REBUILT --1 m o 1 EPDXY IN PLACE WITH t' MIN EMBEDMENT � 0 B 1 XDo M z I � , 1 ' C. LL 1 1 LL1 1 A i SAW cut A ' ' AS REQUIRED EXISTING 1 SILCO FOR NEW DOOR ' ' ' 1 ENGINEER: 1 I , 1 T. ,Az= •----- - ----------------------------------- - ---------------- ---- tD 1 uX i 1 r --�- w 1 n W EXISTING UNEXCAVATED 0 4"1 —�� ' EXISTING SLAB, CLEAN AND PATCH 'Q ISTING GIR_E _ •• STUD/POST - (REBUILD GARAGE ABOVE) JEFFREYFESS�OTLER, P.E. 1 • ' Cl (p • O 13 3/16" PILOT HOLES FOR • EXISTING ; _ . m FOUNDATION 8 MANUFACTURING EXISTING CELLAR I EXISTING CRAWL SPACE i EXISTING CRAUJL SPACE PURPOSES I I tL It EXISTING SLAB (NO WORK) I (NO WORK) LL a FLOOR s/� I I ; O JOIST o ' w o Qz >' �- Q 13,B" THREADED ; Z m ROD z (j.� I H[DU X • • ; W � _ o I • 1 1-- z W w Lu o TYPICAL HDU TIE BETWEEN FLOORS oft o m w rn PRESERVATIVE-TREATED O �, 134RRIER MAY BE , EL o REiQUIRED LL • o FOR HOLDOWNS,PER ASTM TEST STANDARDS, ' O a a o ANCHOR BOLT NUT SHOULD BE FINGER-TIGHT � Z3 ' W 0 PLUS 1/3 TO 1/2 TURN WITH A HAND WRENCH, EXISTING oNW X�C�AVATED u o 0 . o WITH CONSIDERATION GIVEN TO POSSIBLE • o o FUTURE WOOD SHRINKAGE.CARE SHOULD 1 o ' BE TAKEN TO NOT OVER-TORQUE THE NUT. /� ' VERTICAL HDU INSTALLATIOIN IMPACT WRENCHES SHOULD NOT BE USED. FOUNDA I-}-ION FI'LAN ' SMOKE DETECTOR PAGE : HIDUS DETAILS � INTERCONNEG7 PER CCODE 1 CARBON MONOXIDE 1 DETECTOR ________-_; MMNUFACTURED BY SIMPSON 0 ONE PER FLOOR B STIRONG-TIE COMPANY,INC. 2 O NOT TO SCALE COPYRIGHT 2013 JEFFREY T. BUTLER, P.E., P.G. REPRODUCTION IN ANY FORM 15 PROHIBITED WITHOUT WRITTEN CONSENT FROM JEFFREY T. BUTLER, P.E., P.C. [NYIN1109.1.1(R503.1.1)BUILDING ENVELOPE. CHAPTER11[RE]:ENERGY EFFICIENCY: BUILDING ENVELOPE ASSEMBLIES THAT ARE PART OF THE ALTERATION SHALL COMPLY WITH SECTION NOTE: N1102.1.2 OR N1102.1.4,SECTIONS N1102.2.1 THROUGH N1102.2.13,NJ 102.3.1,N1102.3.2,NI 102.4.3 AND N1102.4.5. THE NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE(TEIE"ENERGY EXCEPTION:THE FOLLOWING ALTERATIONS SHALL NOT BE REQUIRED TO COMPLY WITH THE REQUIREMENT'S CODE")IS ADOPTED PURSUANT TO ARTICLE 11 OF THE ENERGY LAW.THE ENERGY FOR NEW CONSTRUCTION PROVIDED THAT THE ENERGY USE OF THE BUILDING IS NOT INCREASED: CODE IS SET FORTH IN PART 1240 OF TITLE 19 OF THE,NEW YORK CODES,RULES AND I-STORM WINDOWS INSTALLED OVER EXISTING FENESTRATION. REGULATIONS("PART 1240")AND IN THE PUBLICATIONS INCORPORATED BY REFERENCE 2.F,XISTING CEILING,WALL OR FLOOR CAVITIES EXPOSED DURING CONSTRUCTION PROVIDED THAT THESE IN PART 1240.THOSE PUBLICATIONS INCLUDE,BUT ARE NOT LIMITf'ED TO,THE 2020 CAVITIES ARE FILLED WITH INSULATION. ENERGY CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE(THE"2020 3.CONSTRUCTION WHERE THE EXISTING ROOF,WALL OR FLOOR CAVITY IS NOT EXPOSED. ECCCNYS").THE PROVISIONS OF THE ENERGY CODE APPLICABLE.,TO"RESIDENTIAL 4.ROOF RECOVER. BUILDINGS"ARE SET FORTH IN THAT PART OF THE 2020 ECCCNYS DENOTED AS THE 5.ROOFS WITHOUT INSULATION IN THE CAVITY AND WHERE THE SHEATHING OR INSULATION IS EXPOSED "ECCCNYS-RESIDENTIAL PROVISIONS." DURING REROOFING SHALL BE INSULATED EITHER ABOVE OR BELOW THE SHEATHING. CHAPTER 11 IS INTENDED TO BF A RESTATEMENT OF THE ECCCNYS-RESIDENTIAL 6.SURFACE-APPLIED WINDOW FILM INSTALLED ON EXISTING SINGLE-PANE FENESTRATION ASSEMBLIES PROVISIONS AND IS INCLUDED IN THIS CODE AS A CONVENIENCE TO THE USERS OF THIS TO REDUCE SOLAR HEAT GAIN PROVIDED THAT THE CODE,DOES NOT REQUIRE THE GLAZING OR CODE.HOWEVER,THE LEGALLY BINDING PROVISIONS OF THE ENERGY CODE ARE AS FENESTRATION ASSEMBLY TO BE REPLACED. SET FORTH IN PART 1240 AND THE PUBLICATIONS INCORPORATED BY REFFRENCF,IN 7.ALT'ERATIONS WHICH REPLACE LESS THAN FIFTY PERCENT OF THE LUMINAIRES WITHIN A SPACE, PART 1240,AND IN THE EVENT OF ANY CONFLICT BETWEEN THE PROVISIONS OF THE PROVIDED THAT SUCH ALTERATIONS DO NOT INCREASE THI E INSTALLED INTERIOR LIGHTING POWER. ECCCNYS-RESIDENTIAL PROVISIONS AND PROVISIONS SET FORTH IN CHAPTER 11,THE N1109.1.1.1(R503.1.1.1)REPLACEMENT FENESTRATION. PROVISIONS OF THE ECCCNYS-RESIDENTIAL PROVISIONS WILI.CONTROL. WHERE SOME OR ALL OF AN EXISTING FENESTRATION UNIT IS REPLACED WITH A NEW FENESTRATION PRODUCT,INCLUDING SASH AND GLAZING,TIIE REPLACEMENT FENESTRATION UNIT SHALI.MEET THE SECTION N1107(R501):EXISTING BUILDINGS-GENERAL: APPLICABLE REQUIREMENTS FOR U-FACTOR AND SHGC AS SPECIFIED IN TABLE N1102.1.2.WHERE MORE THAN ONE REPLACEMENT FENESTRATION UNIT IS TO BE INSTALLED,AN AREA-WEIGHTED AVERAGE N1107.1(R501.1)SCOPE. OF THE U-FACTOR,SHGC OR BOTH OF ALI,REPLACEMENT FENESTRATION UNITS SHALL BE AN THE PROVISIONS OF SECTIONS N1107 THROUGH N1111 SHALL CONTROL THE ALTERNATIVE THAT CAN BE USED TO SHOW COMPLIANCE. ALTERATION,REPAIR,ADDITION AND CHANGE OF OCCUPANCY OF EXISTING BUILDINGS AND STRUCTURES. N1109.1.2(R503.1.2)HEATING AND COOLING SYSTEMS. [NY]N1107.1.1(R501.1.1)ADDITIONS,ALTERATIONS,OR REPAIRS:GENERAL. NEW 3036 DH NEW HEATING,COOLING AND DUCT SYSTEMS THAT ARE PART OF THE ALTERATION SHALL COMPLY ADDITIONS,ALTERATIONS,OR REPAIRS TO AN EXISTING BUILDING,BUILDING SYSTEM r....- WITH SECTION NI 103. OR PORTION THEREOF SHALL COMPLY WITH SF,CTION NI108,N1109)OR N1110. (2)2xiQ HDR EXCEPTION:WHERE DUCTS FROM AN EXISTING HEATING AND COOLING SYSTEM ARE,EXTENDED,DUCT UNALTERED PORTIONS OF THE EXISTING BUILDING OR BUILDING SUPPLY SYSTEM SYSTEMS WITH LESS THAN 40 LINEAR FEET(12.19 M)IN UNCONDITIONED SPACES SHALL NOT BE REQUIRED SHALL NOT BE REQUIRED TO COMPLY WITH THIS CHAPTER. I _ TO BE TESTED IN ACCORDANCE WITH SECTION N1103.3.3. EXCEPTION:THE,EXCEPTIONS OF SECTION NI 101.1 OF THIS CODE SITIALL APPLY. 2x8 R.R. 16" O.C. ' 2x8 R.R. 6 16" O.C, w\ N1109.1.3(R503.1.3)SERVICE HOT WATER SYSTEMS. NI107.2(R501.2)EXISTING BUILDINGS. NEW SERVICE HOT WATER SYSTEMS THAT ARE PART OF THE ALTERATION SHALL COMPLY WITH SECTION EXCEPT AS SPECIFIED IN THIS CHAPTER,THIS CODE SHALL NOT BE USED TO REQUIRE N1103.5. THE REMOVAL,ALTERATION OR ABANDONMENT OF,NOR PREVENT THE CONTINUED USE AND MAINTENANCE OF,AN EXISTING BUILDING OR BUILDING SYSTEM LAWFULLY N1109.1.4(R503.1.4)LIGHTING. IN EXISTENCE ATM'TIME OF ADOPTION OF THIS CODE. aI NEW LIGHTING SYSTEMS THAT ARE PART OF THE ALTERATION SHALL COMPLY WITH SECTION NI 104.1. ° cam EXCEPTION:ALTERATIONS THAT REPLACE LESS THAN 50 PERCENT OF THE LUMINAIRES IN A SPACE, N1107.3(R501.3)MAINTENANCE. N' PROVIDED THAT SUCH ALTERATIONS DO NOT INCREASE THE INSTALLED INTERIOR LIGHTING POWER. BUILDINGS AND STRUCTURES,AND PARTS THEREOF,SHALL BE MAINTAINED IN A SAFF O O< AND SANITARY CONDITION.DEVICES AND SYSTEMS THAT ARE REQUIRED BY THIS CODE `>n> I G _ N1109.2(R503.2)CHANGE 1N SPACE CONDITIONING. SHALL BE MAINTAINED IN COMPLIANCE WITH THE CODE EDITION]UNDER WHICH 0, PROF?OSED J ANY NONCONDII'IONED OR LOW ENERGY SPACE THAT IS ALTERED TO BECOME CONDITIONED SPACE INSTALLED.THE OWNER OR THE OWNER'S AUTHORIZED AGENT SHIALL BE RESPONSIBLE R [--' a SHALL BE RE UIRED TO BE BROUGHT INTO FULL COMPLIANCE WITH THIS CHAPTER. FOR TIIE MAINTENANCE OF BUILDINGS AND STRUCTURES.THE RE QUIREMENTS OF THIS STOR'a` E LOFT -1 - EXCEPTION:WHERE THE SIMULATED PERFORMANCE OPTION IN SECTION N1105 IS USED TO COMPLY CHAPTER SHALL NOT PROVIDE THE BASIS FOR REMOVAL OR ABROGATION OF ENERGY (UNFINISHED, ST RAGE ONLY) CIA cm _ WITH THIS SECTION,THE ANNUAL ENERGY COST OF THE PROPOSED DESIGN IS PERMITTED TO BE 110 CONSERVATION,FIRE PROTECTION AND SAFETY SYSTEMS AND DEVICES IN EXISTING ' o PERCENT OF THE ANNUAL ENERGY COST OTHERWISE ALLOWED BY SECTION Ni 105.3.,- STRUCTURES. I (P wn so SECTIONN1110(R504):REPAIRS: X [NY]N1107.4(R501.4)COMPLIANCE. N1110.1(R504.1)GENERAL. ALTERATIONS,REPAIRS,ADDITIONS AND CHANGES OF OCCUPANCY TO,OR RELOCATION o BUILDINGS,STRUCTURES AND PARTS THEREOF SHALL BE REPAIRED IN COMPLIANCE WITH SECTION OF,EXISTING BUILDINGS AND STRUCTURES SHALL COMPLY WITH THE PROVISIONS FOR U I m N1107.3 AND THIS SECTION.WORK ON NONDAMAGED COMPONENTS NECESSARY FOR THE REQUIRED ALTERATIONS,REPAIRS,ADDITIONS AND CHANGES OF OCCUPANCY OR RELOCATION, p REPAIR OF DAMAGED COMPONENTS SHALL BE CONSIDERED TO BE PART OF THE REPAIR AND SHALL RESPECTIVELY,IN TF E NEW YORK STATE UNIFORM FIRE PREEVENT RON AND BUILDING O 2x8 C,J,.v 16" O,C. a NOT BE SUBJECT TO THE REQUIREMENTS FOR ALTERATIONS IN THIS CHAPTER.ROUTINE MAINTENANCE CODE,(THE,UNIFORM CODE)THE.NEW YORK STATE ENERGY CONSERVATION q REQUIRED BY SECTION Nl107.3,ORDINARY REPAIRS EXEMPT FROM PERMIT,AND ABATEMENT OF WEAR CONSTRUCTION CODE(THE ENERGY CODE),AND NFPA 70. z DUE TO NORMAL SERVICE CONDITIONS SHALL NOT BE SUBJECT TO THE REQUIREMENTS FOR REPAIRS IN THIS SECTION. N 1107.5 o 1 EXCEPT(AS OTHERWISE REQUIRED OR PERMITTED BY THIS CODE,MIATERIALS ( [NY]N1110.2(R504.2)APPLICATION. PERMITTED BY THE APPLICABLE CODE FOR NEW CONSTRUCTION SHALL BE USED.LIKE m Q' n I _ FOR THE PURPOSES OF THIS CODE,THE FOLLOWING SHALL BE CONSIDERED TO BE REPAIRS: MATERIALS SHALL BF,PERMITTED FOR REPAIRS,PROVIDED THAT E lA7,ARDS TO LILT, U) w HEALTH OR PROPERTY ARE NOT CREATED.HAZARDOUS MATERIALS SHALL NOT BE 04 `v ' 1.ROOF ONLY REPLACEMENTS IN AN EXISTING SASH AND FRAME. USED WHERE THE CODE FOR NEW CONSTRUCTION WOULD NOT ALII.OW'THEIR USE IN O N 11'10" ,�� 2.ROOF REPAIRS. _ W 3.REPAIRS WHERE ONLY THE BULB,BALLAST OR BOTH WITHIN THE EXISTING LUMINAIRES IN A SPACE BUILDINGS OF SIMILAR OCCUPANCY,PURPOSE AND LOCATION. ARE REPLACED PROVIDED THAT THE REPLACEMENT DOES NOT INCREASE THE INSTALLED INTERIOR Z (2)2x1 HDR LIGHTING POWER.' [NY]N1107.6(R501.6)HISTORIC BUILDINGS. m 4.REPLACEMENT OF EXISTING DOORS THAT SEPARATE CONDITIONED SPACE FROM THE EXTERIOR SHALL NO PROVISIONS OF THIS CHAPTER I 1 RELATING TO THE CONSTRUCTION,REPAIR, NOT REQUIRE THE INSTALLATION OF A VESTIBULE PROVIDED,HOWEVER,THAT AN EXISTING VESTIBULE ALTERATION,RESTORATION,AND CHANGE OF OCCUPANCY SHALL,BE MANDATORY FOR (2)2xlo NDR (2Y1x10 NDR (2)2x10 HOP, NEW 3050 DH-2 THAT SEPARATES CONDITIONED SPACE FROM THE EXTERIOR SFIALL NOT BE REMOVED. HISTORIC BUILDINGS. 2020 2020 2020 SECTIONNl111(R505):CHANGE OF OCCUPANCY OR USE: SF,CTIONN]108(R502):ADDITIONS: FIXED FIXED FIXED N1111.1(R505.1)GENERAL. N1108.1(R502.1)GENERAL. SPACES UNDERGOING A CHANGE IN OCCUPANCY THAT WOULD RESULT IN AN INCREASE IN DEMAND ADDITIONS TO AN EXISTING BUILDING,BUILDING SYSTEM OR PORTTION THEREOF SH�I,L FOR EITHER FOSSII.FUEL OR ELECTRICAL ENERGY SHALL COMPLY WITH THIS CHAPTER. CONFORM TO THE PROVISIONS OF THIS CHAPTER AS THEY RELATE TO NEW CONSTRUCTION WITHOUT REQUIRING THE UNALTERED PORTION OIF THE EXISTING N1111.2(R505.2)GENERAL. BUILDING OR BUILDING SYSTEM TO COMPLY WITH THIS CHAPTER. ADDITIONS SHALL 2'4'/2' 2'6" 0.1.4 2'6" 2'4'/i' ANY SPACE THAT IS CONVERTED TO A DWELLING UNIT OR PORTION THEREOF FROM ANOTHER USE OR NOT CREATE AN UNSAFE,OR HAZARDOUS CONDITION OR OVERLOAD EXISTING BUILDING OCCUPANCY SHALL COMPLY WITH THIS CHAPTER. SYSTEMS.AN ADDITION SHALL BE DEEMED TO COMPLY WITH THIS;CHAPTER WHERE 91911 EXCEPTION:WHERE THE SIMULATED PERFORMANCE OPTION IN SECTION NI105 IS USED TO COMPLY WITH THE ADDITION ALONE COMPLIFS,WHERE THE EXISTING BUILDING,AND ADDITION ( 1 THIS SECTION,THE ANNUAL ENERGY COST OF THE PROPOSED DESIGN IS PERMITTED TO BE 110 PERCENT COMPLY WITH THIS CHAPTER AS A SINGLE BUILDING,OR WHERE T]HE BUILDING WITH OF THE ANNUAL.ENERGY COST ALLOWED BY SECTION N1105.3 THE ADDITION DOES NOT USE MORE ENERGY THAN THE EXISTING]BUILDING.ADDITIONS ,1 SHALT.BE IN ACCORDANCE WITH SECTION NI 108.1.1 OR NI 108.1.2. X N1108.1.1(R502.1.1)PRESCRIPTIVECOMPLIANCE. x ADDITIONS SHALL COMPLY WITH SECTIONS NI 108.1.1.1 THROUGH Nil108.1.1.4. !l UJ 3: . EXISTING SCREENED OPENINGS Oro ROOF PLAN 0 0 z N � EXISTING d) w O cf) COVERED PORCH tL PROPOSED STORAGE AREA = 228 SQ.FT, X o CATH CLG, + ° Q x �Q owe NI102.2(R402.2)SPECIFIC INSULATION REQUIREMENTS(PRESCRIPTIVE). NO WORK EXISTING EXISTING Z IN ADDITION TO THE REQUIREMENTS OF SECTION N1102.1,INSULATION SHALL MEET THE SPECIFIC REQUIREMENTS OF SECTIONS IK N"2.2.1 THROUGH NI 102.2.13.N1102.2.1(R402.2.1)CEILINGS WITH ATTIC N �Q (X Q O SPACES.WHERE SECTION RL102.1.2 REQUIRES R-38 INSULATION IN THE ,U 15'3" TO" 12'4" u CEILING,INSTALLING R-30 INSULATION OVER 100 PERCENT OF THE CEILING 0 tu x - AREA REQUIRING INSULATION SHALL SATISFY THE REQUIREMENT FOR R-38 INSULATION WHEREVER THE FULL HEIGHT OF UNCOMPRESSED R-30 l J v INSULATION EXTENDS OVER THE WALL TOP PLATE AT THE EAVES.WHERE X EXISTINGlu SECTION N1102.1.2 REQUIRES R-49 INSULATION IN THE CEILING,INSTALLING EXISTINsIG -4 Q 0. NOTE: AT IEUB/SHOWER LOCATIONS BEDROOM ( -q Q R-38 INSULATION OVER 100 PERCENT OF THE CEILING AREA REQUIRING BILCO DOOR U Q = oIL PROVIDE PULL HEIGHT GWB PRIOR 8'O" CLG. HGt, U c' INSULATION SHALL SATISFY THE REQUIREMENT FOR R-49 INSULATION c0 LINE OF NEW STORAGE ROOM ASOII / 11 TO INSTALILING TUB ON OUTSIDE WALL x _ _ _ _ _ _ _ _ _ _ _ WHEREVER THE FULL HEIGHT OF UNCOMPRESSED R-38 INSULATION cv M AIR SEAL PPER DETAIL,THEN INSTALL EXTENDS OVER THE WALL TOP PLATE AT THE EAVES.THIS REDUCTION ,U (2) 2X8 UNIT. SHALL NOT APPLY TO THE U-FACTOR ALTERNATIVE APPROACH IN SECTION ( z NEW INSULATION NL102.1.4 AND THE TOTAL UA ALTERNATIVE IN SECTION N1102.1.5. N p NEW GWB (1/2") c.Q,Q� ENGINEER: N1102.2.2(R402.2.2)CEILINGS WITHOUT ATTIC SPACES.WHERE SECTION EXISTING EXISTING EXISTING I X x NEW FLOORINGEISTING GARAGE NL102.1.2 REQUIRES INSULATION FI-VALUES GREATER THAN R-30 IN THE CEILING AND THE DESIGN OF THE ROOF/CEILING ASSEMBLY DOES NOT , , NEW TRIM It d n BE REBUILT I _ I,4I ALLOW SUFFICIENT SPACE FOR THE REQUIRED INSULATION,THE MINIMUM ' _ @EX� __ I Z SPACKLE 4 PAINT IC �O EXISTING SLAB E`v REQUIRED INSULATION FI-VALUE FOR SUCH ROORCEILING ASSEMBLIES Bx AN SHALL BE R-50.INSULATION SHALL EXTEND OVER THE TOP OF THE WALL Ul NEW $/8" GWB ON WALLS PLATE TO THE OUTER EDGE OF SUCH PLATE AND SHALL NOT BE COMPRESSED. � I ' Ul AN EXISTING BAT D CEILING PER CEILING DRYWALL TAPED THIS REDUCTION OF INSULATION FROM THE REQUIREMENTS OF SECTION TO WALL DRYWALL N1102.1.2 SHALL BE LIMITED TO 500 SQUARE FEET(46 M')OR 20 PERCENT OF i CLEAN AND PAIN W C NE 2x8 F,J. 0 16" O.C. J. /) I � P . r; �I W THE TOTAL INSULATED CEILING AREA,WHICHEVER IS LESS.THIS REDUCTION i EXISTING ° ° (2J 2_XS _ _ _ `^' r {\ li 4 I !(J SHALL NOT APPLY TO THE U-FACTOR ALTERNATIVE APPROACH IN SECTION , T3131111 �DRYWALL CAULKED,GLUED N1102.1.4 AND THE TOTAL UA ALTERNATIVE IN SECTION N1102.1.5. _-,-__ KITCHEN I AV I 4IV' OR GASKETED TO TOP PLATE Nl102.2.3(R402.2.3)EAVE BAFFLE.FOR AIR-PERMEABLE INSULATIONS IN VENTED EXISTING ' ' I CLG. HGT, � x Ile ATTICS,A BAFFLE SHALL BE INSTALLED ADJACENT TO SOFFIT AND EAVE W , EX, p� o t X I .% I- cN,, j3 4 93 \00 DRYWALL CAULKED,GLUED Q W. NO WORK GJ`/ P OR GASKETED TO BOTTOM PLATE VENTS.BAFFLES SHALL MAINTAIN AN OPENING EQUAL OR GREATER THAN BEDROOM 1�• I 3 ° ®E F ^ - - - �� `� ESS10N THE SIZE OF THE VENT.THE BAFFLE SHALL EXTEND OVER THE TOP OF THE l'8 CLG, HGT, ----- O - . L _ _ L _ _ _ NEW 2x6 WALL ON ' _ STING 2x12 RIDGE_ _ATTIC INSULATION.THE BAFFLE SHALL BE PERMITTED TO BE ANY SOLID ' r �Y W/(\1 [4�X Il 1/ST LvL SIR. RIDG (2)2X8 EXISTING FOUNDATION JEFFREY TLER, P'E' BOTTOM PLATE CAULKED NI 02.2R 4(R402.2.4)ACCESS HATCHES AND DOORS.ACCESS DOORS FROM ' EX, TECO ALL FLUSH OR GASKETED TO SUBFLOOR CONDITIONED SPACES TO UNCONDITIONED SPACES SUCH AS ATTICS AND NO WORK ____________________ REF, CONNECTIONS 0 (A STEP UPI 12'1 -I L7, CRAWL SPACES SHALL BE WEATHER-STRIPPED AND INSULATED TO A LEVEL O EQUIVALENT TO THE INSULATION ON THE SURROUNDING SURFACES.ACCESS THAT P]EVENTS DAMAGING OR COMPRESSING THE INSULATION SHALL BE �� - PULL DOWN ATTIC . . m SUSFLOOR GLUED,CAULKED OR PROVIDED TO ALL EQUIPMENT.WHERE LOOSE-FILL INSULATION IS INSTALLED, EXISTING I U f EXISTING -/ ccess,DOUBLE x � O > GASKETED TO RIM JOIST/RIM CLOSURE ' D cp o A WOOD-FRAMED OR EQUIVALENT BAFFLE OR RETAINER SHALL BE INSTALLED ° (Y 1111 �� AME. PROVIDE I HOUR A BATH m 3EX n �;' FAMILY ROOM '�; I RATING TO OPENING Q '� a oRIM JOIST/RIM CLOSURE CAULKED TO PREVENT THE LOOSE-FILL INSULATION ROM SPILLING INTO THE LIVING p7 'ul ^ 0 OR GASKETED TO TOP PLATE SPACE WHEN THE ATTIC ACCESS IS OPENED.THE BAFFL E OR RETAINER SHALL NO WORK �o , F.P. �I 8'O° CLG. HGT, e F I w h�a{- O 3 �_ p PROVIDE A PERMANENT MEANS OF MAINTAINING THE INSTALLED FI-VALUE to > U > IrthrcOlnnw4 x U1 OF THE LOOSE-FILL INSULATION. NEW INSULATION Q �� l r cCAiu DRYWALL CAULKED,GLUED EXCEPTION:VERTICAL DOORS PROVIDING ACCESS ROM CONDITIONED SPACES w o tt Q/ n 'T 9i �� _ G� z O Q TO UNCONDITIONED SPACES THAT COMPLY WITH THE FENESTRATION A �I NEW GWB (1/2 ) - I OR GASKETED t0 TOP PLATE ® O �; IX CL Q REQUIREMENTS OF TABLE NI 102.1.2 BASED ON THE APPLICABLE CLIMATE ° ° O NEW FLOORING tP ,' n -1 Z r ZONE SPECIFIED IN SECTION NL101.7. W'C' -x� NEW TRIM N �- I' W m mI SPACKLE 4 PAINT �j ( cV J NEW (2)2x12 HDR a z J, -(SEE_-P-ORMAL-FRAME4ETAI a' in DRYWALL CAULKED,GLUED N1 c^�l z W OR GASKWALL TEDCAULKED, K BOTTOM PLATE EXISTING . 1 N NEW 8070 O.H.D. W O BEDROOM EXISTING � NEW (3) 13/ x9 I%4" LvL - �u X LL � E G z' 'z I- I'8" CLG, HGT, LIVING ROOM a A A Z N BOTTOM PLATE CAULKED t7 Lu ° OR GASKETED TO SUBFLOOR ® " _ c� o '1'8 CLG, HGt. N w W cn NO WORK NO WORK ' ' m 3 v' p x SUBFLOOR GLUED,CAULKED OR O GASKETED TO RIM JOIST/RIM CLOSURE I O N 4 RIM JOISTIRIM CLOSURE CAULKED EXISTING EXISTING IL OR GASKETED TO TOP PLATE EL O o p.o SILL PLATE INSTALLED OVER SILL GASKET EXISTING z EXISTING EXISTIPNG Z3 of COVERED PORCH O p > A . o U e Q 4 a Q NOTE: SHADED COMPONENTS DESIGNATE -� /� y� WALL LEGEND: AIR BARRIER SYSTEM EXISTING SIRS ILOOR PLrF-41`i NO WORK o EXISTING LIVING: AREA = 1,150 SQ.FT. EXISTING WALL AIR SEALING DETAILS EXISTING GARA(SE AREA = 205 SQ.FT, EXISTING REAR 1 COVERED PORCH = 20(o SQ. FT, EXISTING 2x4 WALL t0 BE REMOVED PAGE : SMOKE DETECTOFR INTERCONNECT PPER CODE PROPOSED 2x6 WALL 3 Of CARBON MONOXIME DETECTOR 5 ° ONE PER FLOOR COPYRIGHT 2013 JEFFREY T. BUTLER, P.E., P.C. REPRODUCTION IN ANY FORM 15 PROHIBITED WITHOUT WRITTEN CONSENT FROM JEFFREY T. BUTLER, P.E,, P.C. i ,I 3 { i R302.11.1 FIREBLOCKING MATERIALS. R302.9 FLAME SPREAD INDEX AND SMOKE-DEVELOPED INDEX FOR WALL EXCEPT AS PROVIDED IN SECTION R302.11,ITEM 4,FIREBLOCKING SHALL AND CEILING FINISHES. CONSIST OF THE FOLLOWING MATERIALS. FLAME SPREAD AND SMOKE DEVELOPED INDEXES TOR WALL AND CEILING FINISHES SHALL BE IN ACCORD ONCE WITH SECTIONS R302.9).1 THROUGH R302.9.4 1.TWO INCH(51 MM)NOMINAL LUMBER R302.9.1 FLAME SPREAD INDEX. ROOF FRAMING DOUBLE TOP PLATE WALL AND CEILING FINISHES SHALL HAVE A FLAME SPREAID INDEX OF NOT 2.TWO THICKNESSES OF 1-INCH(25.4 MM)NOMINAL LUMBER WITH 7 GREATER THAN 200. BROKEN LAP JOINTS. EXCEPTION:FLAME SPREAD INDEX REQUIREMENTS FOIR FINISHES 3.ONE THICKNESS OF 23132-INCH(18.3 MM)WOOD STRUCTURAL SHALL NOT APPLY TO TRIM[DEFINED AS PICTURE MOLMS,CHAIR RAILS, PANELS WITH JOINTS BACKED BY 23/32-INCH(18.3 MM)WOOD BASEBOARDS AND HANDRAILS;TO DOORS AND WINDOIWS OR THEIR STRUCTURAL PANELS. FRAMES;OR TO MATERIALS THAT ARE LESS THAN 1128]INCH(0.91 MM) IN THICKNESS CEMENTED'TO THE SURFACE OF WALLS(OR CEILINGS 4.ONE THICKNESS OF 3/4-INCH(19.1 MM)PARTICLEBOARD WITIi IF THESE MATERIALS EXHIBIT FLAME SPREAD INDEX VALUES NOT JOINTS BACKED BY 3/4-INCH(19A MM)PARTICLE-BOARD. TOP PLATES qRIPPLE STUDSSTUD TO RAFTER CONNECTION GREATER THAN THOSE OF PAPER OF THIS THICKNESS CEMENTID OR FLOOR TO FLOOR CONNECTION TO A NONCOMBUSTIBLE BACKING. 5.ONE-HALF-INCH(12.7 MM)GYPSUM BOARD. DER DEPENDING ON CONDITION,SEE R302.9.2 SMOKE-DEVELOPED INDEX. WALL AND CEILING FINISHES SHALL HAVE A SMOKE-DEVEILOPED INDEX 6.ONF.-QUARTI R-INCH(6.4 MM)CEMENT-BASED MILLBOARD. DETAILS ON SHEET 7 OF 7 THIS SET OF NOT GREATER THAN 450. 7.BAITS OR BLANKETS OF MINERAL WOOL OR GLASS FIBER OR OTHER ER TO STUDS R302.9.3 TESTING. APPROVED MATERIALS INSTALLED IN SUCH A MANNER AS TO BE TESTS SHALL BE MADE IN ACCORDANCE WITH ASTM E 84 OIR UL 723. SECURELY RETAINED IN PLACE. STUD R302.9.4 ALTERNATIVE TEST METHOD. 8.CELLULOSE INSULATION INSTALLED AS TESTED IN ACCORDANCE HEADER STUDS AS AN ALTERNATIVE TO HAVING A FLAME SPREAD INDEX OF NOT GREATER WITH ASTM E 119 OR UL 263,FOR THE SPECIFIC APPLICATION. WAL LENGTH WALL STUDS THAN 200 AND A SMOKE-DEVEFDPED INDEX OF NOT GREATER THAN 450 WHERE TESTED IN ACCORDANCE WITH ASTM E 84 OR UL 723,WALL AND R302.11.1.1 BATTS OR BLANKETS OF MINERAL OR GLASS FIBER. CEILING FINISHES SHALL BE PERMITTED TO BE TESTED IN ACCORDANCE BATTS OR BLANKETS OF MINERAL OR GLASS FIBER OR OTHER APPROVED I WITH NFPA 2SH MATERIALS TERMI IN ACCORDANCE W17IR NFPA 286 NON RIGID MATERIALS SHALL BE PER PERMITTED FOR COMPLIANCE WITH DIAIkVIETER 6O°Io NOTE: SHALL MEET THE FOLLOWING CRITERIA: THE 10 FOOT(3048 MM)HORIZONTAL FIREBLOCKING IN WALLS --------------------- CONSTRUCTED USING PARALLEL ROWS OF STUDS OR STAGGERED STUDS. OF STTUD DEPTH LIFT CONNECTION IS REQUIRED THE INTERIOR FINISH SHALL COMPLY WITH THE FOLLCOWING: R3(12.11.1.2 UNPAGED FIBERGLASS. __ AT EACH END OF HEADER AND UNPAGED FIBERGLASS B FIBERGLASS. ASUI INSULATION USED AS FIREBLOCKING SHALL 5/8"IMIN.TO EDGE ' I AT BOTTOM OF HEADER STUDS IN 1. DURING THE 4o Kw EXPOSURE FLAMES SHALL NOT' W CAVITY L A HEIGHT OF ; `-N(j t PLIFt: ; ; ADDITION TO CONNECTORS D SPREAD TO CEILING FELL THE ENTIRE CROSS SECTION OF THE ALL � CO�IECTQ�t ALL STUDS AND AT TOP AND REQUIRED BOTTOM OF CRIPPLES NOT LESS THAN 16 INCHES(406 MM)MEASURED VERTICALLY. ' ' ' 1 1 ' 2.THE FLAME SHALL NOT SPREAD TO THE OUTER EXTREMITY INSULATION CONDUIT OR SIMILAR OBSTRUCTIONS ARE ENCOUNTERED,THE 5/8"MIN.TO EDGE INSU[ATION SHALL BE PACKED TIGHTLY AROUND THE OBSTRUCTION. OF THE SAMPLE ON ANY WALL OR(PILING. 3.FLASHOVER,AS DEFINED IN NFPA 286,SHALL NOT OCCUR. LOOSR302.11.1.3FILOOSE-FILL S INSULATION INSULATION MATERIAL. LOOSE-FILL INSULATION MATERIAL SHALL NOT BE USED AS A FIREBL(KK NOTCCH MUST NOT EXCEED STUD TO PLATE 4.THE PEAK HEAT RELEASE RATE THROUGHOUT THE IT EST SHALL UNLESS SPECIFICALLY TESTED IN THE FORM AND MANNER INTENDED FOR 40%1 OF STUD DEPTH /FOUNDATION N USE TO DEMONSTRATEATE ITS ABILITY TO REMAIN IN PLACE AND TO NOT EXCEED 800 KW. RETARD THE SPREAD OF FIRE AND HOT GASES. HEADER TO STUDS:USE LSTA 18 W/14 10d NAILS STUD TO PLATEIFOUNDATION: (OPENINGS LESS THAN 6 FEET):USE DSP W/8 10d NAILS IN STUD AND 4 lOd NAILS IN PLATE 5.THE TOTAL SMOKE RELEASED THROUGHOUT THE R302.11.2 FIREBLOCKING INTEGRITY.EXCEED 1,000 M. THE INTEGRITY OF FIRE-BLOCKS SHALL BE MAINTAINED. (OPENINGS GREATER THAN 6 FEET):ADD PHD5 AT KING STUDS(2 TOTAL),INSTALL PER DETAIL SHEET 7 R302.10 FLAME SPREAD INDEX AND SMOKE-DEVELOPED INIDEX FOR INSULATION. R302.12 DRAFTSTOPPING. FLAME SPREAD AND SMOKE DEVELOPED INDEX FOR INSULATION SHALL BE IN LN COMBUSTIBLE CONSTRUCTION WHERE THERE IS USABLE SPACE BOTH ABOVE ACCORDANCE WITH SECTIONS R302.10.1 THROUGH R302.10.55. AND BELOW THE CONCEALED SPACE OF A FLOOR-CEILING ASSEMBLY,DAFTSTOPS BORIED HOLES SHALL NOT TYPICAL FRAMING AND UPLIFT R302.10.1 INSUTATION, SHALL BE INSTALLED SO THAT THE AREA OF THE CONCEAIED SPACE DOES NOT BE LOCATED IN THE SAME INSULATION MATERIALS,INCLUDING FACINGS,SUCH AS V/APOR RETARDERS AND EXCEED 1,000 SQUARE FEET(92.9 M).DRAFTSTOPPING SHALL DIVIDE THE CONCEALED SPACE INTO APPROXIMATELY EQUAL AREAS.WHERE THE ASSEMBLY CROSS SECTION OF CUT OR CONNECTIONS FOR OPENINGS VAPOR-PERMEABLE MEMBRANES INSTALLED WITHIN FLOODR-CEILING ASSEMBLIES, IS ENCLOSED BY A FLOOR MEM 13RANE ABOVE AND A CEILING MEMBRANE BELOW, NOTCCH IN STUD ROOF-CEILING ASSEMBLIES,WALL ASSEMBLIES,CRAWL SWACES AND ATTICS SHALL DRAFTSTOPPING SHALL.BE PROVIDED IN FLOOR CEILING ASSEMBLIES UNDER THE HAVE A FLAME SPREAD INDEX NOT TO EXCEED 25 WITH ANV ACCOMPANYING FOILOWING CIRCUMSTANCES: SMOKE-DEVELOPED INDEX NOT TO EXCEED 450 WHERE TESSTED IN ACCORDANCE WITH ASTM E 84 OR UL 723. 1.CEILING IS SUSPENDED UNDER THE FLOOR FRAMING. z EXCEPTIONS: 2.FLOOR FRAMING IS CONSTRUCTED OF TRUSS TYPE OPEN-WEB OR PERFORATED l'J 1.WHERE SUCH MATERIALS ARE INSTALLED IN CONCI BALED SPACES, MEMBERS. NOTCHING AND BORED HOLE LIMITATIONS THE FLAME SPREAD INDER:AND SMOKE-DEVELOPED INDEX LIMITATIONS DO NOT APPLY TO THE FACINGS,PROVIDDED THAT THE R302.12.1 MATERIALS.DRAFTSTOPPING MATERIALS SHALL BE NOT LESS THAN FOR INTERIOR NONB FARING WALLS FACING IS INSTALLED IN SUBSTANTIAL CONTACT WITtH THE UNEXPOSED 1/2-INCH(12.7 MM)GYPSUM BOARD,3/8"-INCH(9.5 MM)WOOD STRUCTURAL } SURFACE OF THE CEILING,FLOOR OR WALL FINISH. PANELS OR OTHER APPROVED MATERIALS ADEQUATELY SUPPORTED. Ul DRAFTSTOPPING SHALL BE INSTALLED PARALLEL TO THE FLOOR FRAMING MEMBERS (WFCM 20l 5 SB C HIGH WIND EDITION) o 2.CELLULOSE FIBER LOOSEE-FILL INSULATION,THAT IS;NOT SPRAY UNLESS OTHERWISE APPROVED BY THE BUILDING OFFICIAL.THE INTEGRITY OF APPLIED,COMPLYING WITH THE REQUIREMENTS OF SFECTION THE DRAFTSTOPS SHALL BE MAINTAINED. R302.10.3,SHALL NOT BE REQUIRED TO MEET THE SMOKE-DEVELOPED INDEX:OF NOT MORE THAN 450 ANVD SHALL R302.13 FIRE PROTECTION OF FLOORS. BE REQUIRED TO MEET A SMOKE DEVELOPED INDEX ODF NOT FLOOR ASSEMBLIES THAT ARE NOT REQUIRED ELSEWHERE IN THIS CODE TO BE MORE THAN 450 WHERE TESTED IN ACCORDANCE WTTIH FIRE-RESISTANCE RATED,SHAIL BE PPROVIDED WITH A 1/2-INCH(12.7 MM) CAN/UL.0 S102.2. GYPSUM WALL-BOARD MEMBRANE,5/8-INCH(16 MM)WOOD STRUCTURAL PANEL MEMBRANE,OR EQUIVALENT ON THE UNDERSIDE OF THE FLOOR FRAMING MEMBER. ENDWALL 3.FOAM PLASTIC INSULATION SHALL COMPLY WITH SIECCION R316. PENETRATIONS OR OPENINGS FOR DUCTS,VENTS,ELECTRICAL OUTLETS,LIGHTING, OISTS LUMINARIES,WIRES,SPEAKERS,DRAINAGE,PIPING AND SIMILAR OPENINGS OR PENETRATIONS SHALL BE PERMITTED. R302.10.2 LOOSE-FILL INSULATION. LOOSE-FILL INSULATION MATERIALS THAT CANNOT BE MOUNTED IN THE ASTM E 84 OR UL 723 APPARATUS WITHOUT A SCREEN OR ARTIFRCIAL SUPPORTS EXCEPTIONS: SHALL COMPLY WITH THE FLAME SPREAD AND SMOKE-DEVELOPED LIMITS OF A SECTION IR302.10.1 WHERE TESTED IN ACCORDANCE WITH(CAN/ULC S102.2. 1.FLOOR ASSEMBLIES LOCATED DIRECTLY OVER A SPACE PROTECTED BY AN AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE WITH SECTION P2904, EXCEPTION:CELLULOSIC FIBER LOOSE FILL INSULATRON SHALL NOT BF. NFPA 13D,OR OTHER APPROVED EQUIVALENT SPRINKLER SYSTEM. EXTERIOR OR BEARING WALL BLOCKING REQUIRED TO BE TESTED IN ACCORDANCE WITH CANi/ULC S102.2,PROVIDED SUCH INSULATION COMPLIES WITH THE REQUIREMENTS OF 2.FLOOR ASSEMBLIES LOCATED DIRECTLY OVER A CRAWL SPACE NOT BLOCKING SECTIONS R302.10.1 AND R302.10.3. INTENDED FOR STORAGE OR FUEL-FIRED APPLIANCES. R302.10.3 CELLULOSIC FIBER LOOSE-FILL INSULATION. 3.PORTIONS OF FLOOR ASSEMBLIES SHALL BE PERMITTED TO BE 11cU CELLULOSIC FIBER LOOSE-FILL INSULATION SHALL COMPLY WITH CPSC 16 CPR UNPROTECTED WHERE COMPLYING WITH THE FOLLOWING: PARTS 1209 AND 1404.EACH PACKAGE OF SUCH INSULATINIG MATERIAL SHALL 3.1.THE AGGREGATE AREA OF THE UNPROTECTED PORTIONS DOES SECTION A-A ,'N BE CLEARLY LABELED IN ACCORDANCE WITH CPSC 16 C17M PARTS NOT EXCEED 80 SQUARE FEET(7.4 M)PER STOR12. 12()9 AND 1404. X 3.2.FIREBLOCKING IN ACCORDANCE WITH SECTION R302.1 LI IS � I R302.10.4 EXPOSED ATTIC INSULATION. INSTARED ALONG THE PERIMTTER OF THE UNPROTECTED PORTIONIL EXPOSED INSULATION MATERIALS INSTALLED ON ATTIC FFLOORS SHALL HAVE A FROM THE REMAINDER OF THE FLOOR ASSEMBLY. NOTCH GREATER THAN CRITICAL RADIANT FLUX NO LESS THAN 0.12 WATT PER SQQUARE CENTIMETER. T 4.WOOD FLOOR ASSEMBLIES USING DIMENSIONAL LUMBER OR STRUCTURAL so'°of THE PLATE WIDTH FLOOR BRACING AT END BAYS Q- 111 (q R502.10S TESTING. COMPOSITE LUMBER EQUAL TO OR GREATER THAN 2-INCH BY 10-INCH TESTS FOR CRITICAL RADIANT FLUX SHALL BE MADE IN ACCORDANCE WITH (50.8 MM BY 254 MM)NOMINAL DIMENSION,OR OTHER APPROVED FLOOR ASTM E 970. ASSEMBLIES DEMONSTRATING EQUIVALENT FIRE PERFORMANCE. ]6 GAGE(0.054")AND 1.5"WIDER30 (WFCM FIGURE 3.7b) � O i- lU METAL TIE ACROSS AND TO EACH � OFF 11 FIREBLOCKING.VERTISIDE OF THE NOTCH WITH 8-16d -1 V (Yl IN COMBUSTIBLE CONSTRUCTION,FIRE-BLOCKING SHALIL BE PROVIDED TO CUT OFF BOTH VERTICAL AND HORIZONTAL CONCEALED DRAIIT OPENINGS AND TO FORM R302.14 COMBUSTIBLE INSULATION CLEARANCE: AN EFFECTIVE FIRE BARRIER BETWEEN STORIES,AND BETTWEEN A TOP STORY COMBUSTIBLE INSULATION SHALL BE SEPARATED NOT LESS TIM 3 INCITES(76 MM) ju AND THE ROOF SPACE. FROM RECESSED LUMINARIES,FAN MOTORS AND OTHER HEAT PRODUCING DEVICES. NAILS EACH SIDE 8d NAIL AT 4"O.C. O FIREBLOCKING SHALL BE PROVIDED IN WOOD-FRAMED CONSTRUCTION IN THE EXCEPTION: FOLLOWING LOCATIONS: WHERE HEAT PRODUCING DEVICES ARE LIST®FOR LESSER CLEARANCES, � 0 � O 1.IN CONCEAIED SPACES OF STUD WALLS AND PARTITIONS,INCLUDING FURRED COMBUSTIBLE INSULATION COMPLYING WITH THE LISTING REQUIREMENTS 12"MAX. CO U- SPACES AND PARALLEL ROWS OF STUDS OR STAGGERLID STUDS,AS FOLLOWS: SHALL BE SEPARATED IN ACCORDANCE WITH THE CONDITIONS STIPULATED Ces O LL I.I.VERTICALLY AT THE S CEILING AND FLOOR LEVELS. IN THE LISTING. TOP PLATES Z 1.2.HORIZONTALLY AT INTERVALS NOT EXCEEDING 10 FEET RECESSED LUMINARIES INSTALLED IN THE BUILDING THERMAL ENVELOPE O 2.AT INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SHALL MEET THE REQUIREMENTS OF SECTION N1102.4.5 OF THIS CODE. NAILS BASED SPACES SUCH AS OCCUR AT SOFFITS,DROP CEILINGS,AND COVE CEILINGS. SHEAR WALL REQUIREMENTS IR 1 1{1 N 3.IN CONCEALED SPACES BETWEEN STA STRINGERS AT THE TOP AND PIPE l+�- BOTTOM OF THE RUN.ENCLOSED SPACES UNDER STAIRS SHALL COMPLY WITH SECTION R302.7. NO CEILING CENTER 2x BLOCKING 4.AT OPENINGS AROUND VENTS,PIPES,DUCTS,CABLIFS WIR ES A DIAPHRAGM ON SHEATHING JOINT CEILING AND FLOOR LEVEL,WITH AN APPROVED MATI'ERIAL TO RESIST THE FREE PASSAGE OF FLAME AND PRODUCTS OF COMBUSSTION.THE MATERIAL REQUIRED FILLING 6REQUIREMENHIS ANNULAR PACESHALLNGTBEREQUIREDTOM MEET THE TO}PPLATE FRAMING TO ACCOMMODATE PIPING 15/32 WOOD STRUCTURAL PANELS ENGINEER: ASTM E 136 REQUIREMENTS. 5.FOR THE FIREBLOCKING OF CHIMNEYS AND FIREPI bACES,SEE SECTION ON GABLE FACE AND ON WALL BELOW _ RI(103.19. BASED ON SHEARWALL REQUIREMENTS Q� F N �� Y 6.FLREBLOCKING OF CORNICES OF A TWO-FAMILY DV*VEUJNG IS REQUIRED AT THE LINE OF DWELLINGUNIT GABLE ENDWALL, BALLOON FRAMING T. 0 'I RAFTERS AND CEILING PREFERRED METHOD JOISTS OR APPROVED ROOF TRUSS W (WFCM FIGURE 3.7a) O�o� '=` 3 TOP PLATE- � E SIO�\'P� TOP PLATE SECOND STORY SEE DRILLING AND JET=I=RE1'F . TIER, P.E. NOTCHING PROVISIONS JOIST IS PERMITTED TO TOP PLATES BE CUT OR NOTCHED Q FLOOR JOIST- BETWEEN THESE LIMITS WALL STUD- O r' SEE DRILLING AND SEE DRILLING AND 16d NAIL AT 24"O.C. GYPSUM BOARD m BOTTOM PLATE NOTCHING PROVISIONS NOTCHING PROVISIONS WFCM SECTION 3.4.1.1.1 STUD WFCM SECTION 3.3.1.1.1 1/3 SPAN 1/3 SPAN 0 O g � Q z O T JOIST ENDS TO BE � O BLOCKED AGAINST BORED HOLE MAX ROTATION IN ACCORDANCE WOOD STRUCTURAL PANEL a. DIAMETER 40% FOR BLOCKING OF STUD DEPTH TOP PLATE / WI1 II WFCM 3.3.1.3-END RESTRAINT gd NAIL AT 6"O.C. Z BAND JOIST AND BRIDGING AND 3.3.1.4 BRIDGING INSTALLED IN ACCORDANCE W OR BLOCKING SEE WFCM SECTION 3.3 WITH NAILING SCHEDULE N 1 a m (ALL PANEL EDGES) (TABLE 3.1,WCFM HIGH WIND EDIITION) Z ° 5/8"MIN.TO EDGE w 1.0 Q BEARING 8d NAIL AT 12"O.C.ON ALL Q Q 5/8"MIN.TO EDGE WALL FRAMING MEMBERS NOT AT PANEL EDGES Q � W � NOTCH MUST NOT EXCEED LAP JOIST 3 IN.MIN. (a)OUTSIDE CORNER DETAIL U f o 25%OF STUD DEPTH BOTTOM PLATE O NOTCHES SHALL NOT BE BAND JOIST 0 F- O LOCATED IN MIDDLE ONE-THIRD OR BLOCKING 8d NAIL AT 6"O.C. IL GYPSUM BOARD U- ° , • (ALL PANEL EDGES) 0 OF STUD LENGTH N Q' JOIST , tL SILL PLATE IL IF HOLE IS BETWEEN 40%AND 60% Q. z OF STUD DEPTH,THEN STUD MUST BORED HOLES SHALL NOT CRAWL SPACE • E-• BE DOUBLE AND NO MORE THAN SUBFLOOR Z BE LOCATED IN THE SAME TWO SUCCESSIVE STUDS ARE t OR BASEMENT WOOD STRUCTURAL PANEL p Q CROSS SECTION OF CUT OR DOUBLED AND SO BORED FOUNDATION INSTALLED 1N ACCORDANCE, U ° NOTCH IN STUD 16d NAIL AT 24"O.C. WIII-I NAILING SCHEDULE (TABLE 3.1,WCFM HIGH WIND EDITION) 8d NAIL AT 6"O.C.ON ALL FRAMING MEMBERS AT PANEL NOTCHING AND BORED HOLE LIMITATIONS PLATFORM FRAMING INTERMEDIATE EDGES AND 12"O.C.ON ALL FOR EXTERIOR WALLS AND BEARING WALLS BEARING WALL FRAMING MEMBERS NOT AT PANEL EDGES (WFCM 2015 SBC HIGH WIND EDITION) TYPICAL WALL, FLOOR AND ROOF FRAMING (b)INSIDE CORNER DETAIL PAGE : EXTERIOR CORNER FRAMING 4 Q f COPYRIGHT 2013 JEFFREY T. BUTLER, P.E., P.C. REPRODUCTION IN ANY FORM 16 PROHIBITED WITHOUT WRITTEN CONSENT FROM JEFFRE:Y T. BUTLER, P.E., P.G. THE DESIGN OF THIS STRUCTURE IS BASED UPON THE PRESCRIPTIVE APPROACH USING THE GENERAL NOTES: Simpson Strong-Tie 140 MILE PER HOUR ZONE - NAILING SCHEDULE WOOD FRAME CONSTRUCTION MANUAL,HIGH WIND EDITION (WFCM)PUBLISHED BY THE 1.ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITHI ALL STATE,MUNICIPAL, AMERICAN FOREST AND PAPER ASSOCIATION. (2018) LOCAL ZONING AND BUILDING CODES AND ORDINANCES HAVING JURISDICTION AND CLIPS 16"O.C. USE (TABLE 3.1,WFCM HIGH WIND EDITION) NON-STRUCTURAL ELEMENTS ARE BASED UPON 2020 RESIDENTIAL CODE PUBLISHED BY BEST STANDARDS OF CONSTRUCTION PRACTICE. THE AMEIRICAN INSTITUTE OF USE NAILS NEW YORK STATE. ARCHITECTS CONDITIONS SHALL APPLY TO ALL WORK PERFORMED ON THIS PROJECT. AT EACH STUD FOR THE CLIMATIC AND GEOGRAPHICAL DESIGN CRITERIA,SEE TABLE R301.2(1)AND THE JOINT DESCRIPTION TNLWBEROFNAILS NAIL SPACING TABLE ON COVER SHEET. 2.THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AT THE SITE.ANY DISCREPANCIES ALL NON-ENGINEERED LUMBER TO BE DOUGLAS FIR#2 OR BETTER MUST BE BROUGHT TO THE ATTENTION OF THE ENGINEER IPRIOR TO COMMENCEMENT 5-IOd WIND LIMITATIONS-SECTION R301.2.1 OF CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CORRECTIONS NOT NAILS ROOF FRAMING DESIGN CRITERIA-SECTION R301.2.1.1(SEE TABLE R301.2.1.2 FOR WIND-BORNE DEBRIS PROTECTION REPORTED ONCE HE HAS STARTED WORK EXCEPT FOR HIDDEN JOB CONDITIONS. FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS) RAFTER TO TOP PLATE(TOE-NAILED) 4-8d PER RAFTER DEAD LOAD-SECTION R301.4 3.CONTRACTOR SHALL GUARANTEE TO THE OWNER THAT ALL MATERIALS AND o CEILING JOIST TO TOP PLATE(TOE-NAILED) 4-8d PER JOIST LIVE LOAD-SECTION R301.5 EQUIPMENT INCORPORATED IN THE WORK WILL BE NEW,AND THAT ALL WORK WILL BE o SMOKE INDEX R302.9 OF GOOD QUALITY,FREE FROM FAULTS AND DEFECTS FOR A PERIOD OF ONE YEAR FROM CEILING JOIST TO PARALLEL RAFTER(FACE-MAILED) 9-16d EACH LAP FLAME SPREAD INDEX R302.10 THE DATE OF THE FINAL CERTIFICATE OF OCCUPANCY. FIRE BLOCKING R302.11 L CEILING JOIST LAPS OVER PARTITIONS(FACE4NAILED) 9-16d EACH LAP FIRE BLOCKING MATERIAL R302.11.1 4.THE ENGINEER SHALL NOT BE RESPONSIBLE FOR THE CONSTRUCTION MEANS,METHODS, 0 FIRE PROTECTION OF FLOORS R302.1.3 TECHNIQUES,SEQUENCES OR PROCEDURES,OR FOR THE SAFETY PRECAUTIONS AND n COLLAR TIE TO RAFTER ACE-NAILED 6-8d PER TIE LIGHT AND VENTILATION-SECTION R303 PROGRAMS IN CONNECTION WITH THE WORK,AND HE SHALL NOT BE RESPONSIBLE FOR MINIMUM ROOM AREAS-SECTION R304 THE CONTRACTORS FAILURE TO CARRY OUT THE WORK IN ACCORDANCE WITH THE 4 BLOCKING TO RAFTER(TOE-NAILED) 2-8d EACH END CEILING HEIGHT-SECTION R305 CONSTRUCTION DOCUMENTS. THE ENGINEER SHALL NOT BE RESPONSIBLE FOR THE ACTS 6-10d SANITATION-SECTION R306 OR OMISSIONS BY THE CONTRACTOR. NO CHANGES SHALL.BE MADE IN THE DOCUMENTS NAILS - RIM BOARD TO RAFTER(END-NAILED 2-16d EACH END AND/OR THE BUILDING AS DESIGNED WITHOUT THE EXPRESSED WRITTEN CONSENT OF THE D C D D D C < TOILET BATH AND SHOWER SPACES-SECTION R307 � n � r, � n � n r, WALL FRAMING GLAZING-SECTION R308 ENGINEER. GARAGES AND CARPORTS-SECTION R309 Z, `, A > C TOP PLATE TO TOP PLATE(FACE-NAILED) 2-16d(SEE NOTE 1) PER FOOT EMERGENCY ESCAPE AND RESCUE OPENINGS-SECTION R310 5.THE CONTRACTOR AND ALL SUBCONTRACTORS SHALL MIAINTAIN CONTINUOUS 4° n EXITS-SECTION R311 INSURANCE COVERAGE INCLUDING STATUTORY POLICIES((WORKER COMPENSATION,ETC.) TOP PLATES AT INTERSECTIONS(FACE-NAILEID) 4-16d JOINTS-EACH SIDE STAIRWAYS-SECTION R311.7 AND GENERAL LIABILITY IN AN MOUNT NOT LESS TIIAT$5]MILLION AND AUTOMOBILE n D D D D �' D n n n n GUARDS-SECTION R312 LIABILITY AND DAMAGE COVERAGE NOT LESS THAN$2 MULLION. THE ENGINEER SHALL BE SIMPSON STfRO1�I G_'�-I� STUD TO STUD(FACE-NAILED) 2-16d 24"O.C. SMOKE ALARMS-SECTION R314 A NAMED INSURED ON ANY AND ALL POLICIES. t� �1 Q Q n „Q D C FOAM PLASTIC-SECTION R316 �--I S N L� I /l t�1 C° HEADER TO HEADER(FACE-NAILED) 16d 16'O.C.ALONG EDGES DWELLING UNIT SEPARATION-SECTION R302 6.PROVIDE COPPER TERMITE SHIELDS OVER FIBROUS INSUJLATION AT ALI,PERIMETER SILLS. I�i� A I�t TIE I C D C p C PROTECTION AGAINST DECAY-SECTION R317 IN n 0 TOP OR BOTTOM PLATE'TO STUD(END-NAILEID) 2-16d PER 2x4 STUD PROTECTION AGAINST TERMITES-SECTION R318 7.ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY VO BE WOLMANIZED OR PRESSURE SITE ADDRESS-SECTION R312 CREOSOTED. N p 3-16d PER 2x6 STUD ACCESSIBILITY-SECTION R320 n 0 4 ° O 4-16d PER 2x8 STUD ELEVATORS AND PLATFORM LIFTS R321 8.A SINGLE STATION SMOKE DETECTOR ALARM DEVICE SHIALLBE INSTALLED IN EACH SHINGLE RIDGE CAP-� /�RIDGE VENT C e N FLOOD RESISTANT CONSTRUCTION-SECTION R322 BEDROOM,ON ALL FLOORS AND SHALL BE ALL INTERCONTNECTED PER CODE. / WALL TO FOUNDATION BOTTOM PLATE TO FLOOR JOIST,BANDJOIST,ENDJOIST OR BLOCKING(FACE-NAILED) 2-16a(SEE NOTE 1,2) PER FOOT FOUNDATIONS-CHAPTER 4 9.ALL BATHROOMS WITHOUT OPERABLE WINDOWS TO BE]MECHANICALLY VENTILATED CONNECTIONS DESIGN BASED UPON PRESUMPTIVE LOAD BEARING VALUES OF SANDY GRAVEL AND/OR GRAVEL AS PER NEW YORK STATE CODE. EXHAUST AIR SHINGLESFLOOR FRAMING AT 3000 POUNDS PER SQUARE FOOT. CONTRACTOR TO CONSULT ENGINEER IF DIFFERENT SOIL -� ROOF MATERIALS ARE FOUND UPON EXCAVATION,OR TEST HOLE,FOR ALTERNATIVE FOOTING AND 10.OMITTED FELT PAPER SHEATHING JOIST TO SILL,TOP PLATE OR GIRDER(TOE-NAUL ED) 4-8d PER JOIST FOUNDATION WALL DESIGN. �TYF,J 11.ALL ELECTRICAL WORK TO BE IN ACCORDANCE TO THE;RULES AND REGULATIONS OF BRIDGING TO JOIST(TOE-NAILED) 2-8d EACH END FOUNDATION NOTES: THE N.Y.B.F.U.AND A N.Y.B.F.U.CERTIFICATE IS TO BE PRESiENUD TO THE OWNER AT THE BLOCKING TO JOIST(T(YE-NAILED) 2-8d EACH END EXISTING COMPLETION OF THE JOB. BLOCKING TO SILL OR TOP PLATE OE NAILE3D) 3-16d EACH BLOCK FLOORS-WFCM PRESCRIPTIVE METHOD 12.PLUMBING INSTALLATION TO COMPLY WITH STATE AND LOCAL CODES AND THE RAFTER FLOOR FRAMING SHALL BE NAILED IN ACCORDANCE WITH TABLE 3.1 WFCM HIGH WIND EDITION SEWAGE DISPOSAL SYSTEM TO MEET HEALTH DEPARTMENIT STANDARDS. ui LEDGER STRIP TO BEAM(FACE-NAILED) 3-16d EACH JOIST 4 FLOOR CONSTRUCTION: 13.DO NOT SCALE DRAWINGS. USE FIGURE DIMENSIONS OWLY. JOIST ON LEDGER TO BEAM(TOE-NAILED) 3-8d PER JOIST 3/4"OSB PLYWOOD SUBFLOOR,FASTEN PER TABLE 3.1 WFCM NOTE: N FLOOR JOISTS:SEE FOUNDATION AND FLOOR PLANS,SPACING AS NOTED 14.ALL WORK TO CONFORM TO THE RULES AND REGULATIONS DF THE NEW YORK STRAPS MAY BE o BAND JOIST TO JOIST(END-NAILED) 3-16d PER JOIST FASTEN PER TABLE 3.1 WFCM ENERGY CONSERVATION CONSTRUCTION CODE. ALL GLAZED AREA TO BE DOUBLE RIDCsE BEAM PLACED EITHER 2-2X6 ACQ SILL WITH COPPER TERMITE SHIELD AND SELL SEAL GLAZED AND ALL EXTERIOR DOORS TO HAVE INSULATED(CORES. UNDER OR OVER BAND JOIST TO SILL OR'TOP PLATE(TOE-NAILED) 2-16d(SEE NOTE 1) PER FOOT FINISH FLOORS PER AGREEMENT t /� WALL CONSTRUCTION-WFCM PRESCRIPTIVE METHOD COD SHEATHING ROOF SHEATHING 15.THE MINIMUM INSULATION PROTECTION AS INDICATED ON THESE PLAYS EXCEEDS THE F I DG E VENT DE I A IL � STRUCTURAL PANELS 8d SEE TABLE 3.11 THIS SHEET WALL FRAMING AND FINISHING SHALL BE NAILED AND OR SCREWED i IN ACCORDANCE WITH TABLE 3.1 WFCM 16.THESE DRAWINGS AND SPECIFICATIONS ARE INSTRUMENTS DF SERVICE AND DIAGONAL BOARD SIZE/THING 1X6 AZEK FASCIA SHALL REMAIN THE PROPERTY OF THE ENGINEER WHET'HE'sR ITE PROJECT FOR m OVERHANGS AS NOTED WHICH THEY ARE MADE IS EXECUTED OR NOT. THEY MAY NOTEE USED 1"x6"OR 1"x8" 2-8d PER SUPPORT AZEK VENTED SOFFITS ON ANY OTHER PROJECT EXCEPT BY WRITTEN AUTIIORIZA',TION OF TITS ENGINEER. `V ALUMINUM GUTTERS AND LEADERS 1"x10"OR WIDER 3-8d PER SUPPORT SIDING:SEE ELEVATIONS 17.THE ENGINEER HAS NOT BEEN RETAINED FOR SITE SUPERVISION,ON-SITE 15#FELT INSPECTIONS AND CERTIFICATIONS AS REQUIRED OR REQUJESTED BY THE OWNER, CEILING SHEATHING '/i'CDX SHEATHING,SEE FASTENING SCHEDULE,TABLE 3.1 WFCM CONTRACTOR OR LOCAL BUILDING DEPARTMENT. GYPSUM WALLBOARD 5d COOLERS 7"EDGE/10"FIELD 2X6 STUDS @ 16"O.C.WITH 2X6 SHOE AND DOUBLE 2X6 PLATE V?GYPSUM WALL BOARD • ( \ WALL SHEATHING 5/8"TYPE X GWB IN GARAGE UPLIFT-CONTINUOUS PATH CONNECTORS 1/2"MR GWB IN WET AREAS 0 STRUCTURAL PANELS 8d SEE TABLE 3.11 THIS SHEET USE SIMPSON STRONG-TIE CONNECTORS -� ROOF ASSEMBLIES-WFCM PRESCRIPTIVE METHOD FOLLOW PRODUCT SELECTION GUIDE AND .• X FIREBOARD PANELS ASPHALT STRIP SHINGLES SHALL HAVE A MINIMUM OF SIX(6) INSTALLATION MANUAL FOR HIGH WIND RESISTANT FASTENERS PER SHINGLE(SECTION R905.6) CONSTRUCTION CATALOG C-HW02 s � 7/16" 6d 3"EDGE/6"FIELD UNDERLAYMENT APPLICATION(SECTION R905.2.7) 3: cal FOR ROOF SLOPES OF TWO(2)UNITS VERTICAL IN TWELVE(12) ANCHOR BOLTS IN FOUNDATION USE: ID 25/32" 8d 3"EDGE/6"FIELD UNITS HORIZONTAL(17-PERCENT SLOPE), SSTB28 WITH BEARING PLATE,SEE FOUNDATION co co Q UP TO FOUP.(4)UNITS VERTICAL IN TWELVE(12)UNITS NOTES FOR SPACING Simpson Strong-Tie coU GYPSUM WALLBOARD Sd COOLERS 7"EDGE/10"FIELD HORIZONTAL(33-PERCENT SLOPE),UNDERLAYMENT CS 16 1'/4"COILED STRAP- � r uj q HARDBOARD 8d SEE TABLE 3.11 THIS SHEET SHALL BE TWO(2)LAYERS APPLIED IN THE FOLLOWING MANNER. SILL PLATE TO RIM JOIST USE: 16"O.C.USE 4-8d NAILS HJ cV APPLY A 19•INCH(483 MM)STRIP OF UNDERLAYMENT FELT PARALLEL LTP4 16"O.C.AT EXTERIOR PERIMETER AT EACH STUD PARTICLEBOARD PANELS 8d SEE TABLE 3.11 THIS SHEET WITH AND STARTING AT THE EAVES,FASTENED SUFFICIENTLY AND GARAGEMOUSE COMMON WALL MIN OVERLAP IS 27" cq TO HOLD IN PLACE. USE 4 8d NAILS AT EACH END Q DIAGONAL BOARD SHEATHING STARTING AT THE EAVE,APPLY 36-INCH-WIDE(914 MM)SHEETS OF FLOOR TO FLOOR CONNECTIONS �Q x o UNDERLAYMENT,OVERLAPPING SUCCESSIVE SHEETS 19 INCHES(483 MM), GARAGE STUD TO GARAGE SILL PLATE USE: jp 1"x6"OR 1"x8" 2-8d PER SUPPORT AND FASTENED SUFFICIENTLY TO HOLD IN PLACE. SSP CONNECTOR AT 16"O.C. (3 D A) R VxIO"OR WIDER 3-8d PER SUPPORT FOR ROOF SLOPES OF FOUR(4)UNITS VERTICAL IN TWELVE(12)UNITS USE 4 8d NAILS AT EACH END ID Z 0 U- ICE PROTECTION(SECTION R 905.2.7.1) RIM JOIST TO STUD CONNECTION USE: ` O FLOOR SHEATHING UNDERLAYMENT IN HIGH WIND(SECTION R 905.2.7.2) MTS 12,16"O.C. STRUCTURAL PANELS FLASHING(SECTION R 905.2.8) USE 4 8d NAILS AT EACH END 1/2"SPACING BLOCKCING AT CHIMNEY'S AND FIRESPACES-CHAPTER 10 ALLOWS p 24"O.C.ALLOWS n/ I"OR LESS 8d 6"EDGE/12"FIELD ENERGY EFFICIENCY-CHAPTER 11,SEE ATTACHED REPORT FLOOR TO FLOOR CONNECTION USE: HOLDDOWN HOLDDOWN GREATER THAN 1" 10d 6"EDGE/6"FIELD NE GENERAL MECHANICAL SYSTEMS-CHAPTER 13 USE 4 8d NAILS AT EACH END INSTALLATION INSTALLATION SIDEWALI. HEATING AND COOLING EQUIPMENT-CHAPTER 14 FOR CANTILEVER CONDITION USE MTS12,16"O.C. DIAGONAL BOARD SHEATHING EXHAUST SYSTEMS-CHAPTER 15 USE 4 8d NAILS AT EACH END 7 1"x6"OR 1"x8" 2-8d PER SUPPORT DUCT SYSTEMS-CHAPTER 16 COMBUSTION AIR-CHAPTER 17 RAFTER TO STUD CONNECTION USE: ENDWALL O ENG ER: 1"x10"OR WIDER 3-8d PER SUPPORT CHIMNEYS AND VENTS-CHAPTER 18 H8,EACH ROOF RAFTER o �F I E PLUMBING-PARTVI USE 8 16d NAILS AT EACH END HOLDDOWN O O 1.NAILING REQUIREMENTS ARE BASED ON WAILL SHEATHING NAILED 6"ON-CENTER AT THE PANEL EDGE. (HDU5) O CORNER STUD �P� T Q Y IF WALL SHEATHING IS NAILED 3"ON-CENTER AkT THE PANEL EDGE TO OBTAIN HIGHER SHEAR CAPACITIES, RAFTER TO RIDGE TO RAFTER CONNECTION USE: CONNECTED TO NAILING REQUIREMENTS FOR STRUCTURAL MEMMBERS SHALL BE DOUBLED,OR ALTERNATE CONNECTORS, CS20 USE 8-8d NAILS IN EACH END O O TRANSFER SHEAR SUCH AS SHEAR PLATES,SHALL BE USED TO MA'1INTAIN THE LOAD PATH. AT EACH ROOF RAFTER t o 2-16cd COMMON O MATTES AT]0"O.C. n � �i°! 2.WHEN WALL SHEATHING IS CONTINUOUS OVIER CONNECTED MEMBERS,THE TABULATED NUMBER OF O HOLDDOWN 11 W (I DU5) NAILS SHALL BE PERMITTED TO BE REDUCED T(O 1-16d NAIL PER FOOT. o ZN� ID ® CORNERSTUD O 0?? g3 = 2-16d COMMON CONNECTED TO 10 I O NAILS AT 6"O.C. o TRANSFER SHEAR �OFF_SS04 TABLE 3.11 (WFCM HIGH WIND EDITION) JEFFREY T. BUTLER, P.E. (140 MPH 3-SECOND GUST=120 MPH:FASTEST-MILE WIND SPEED[PER TABLE R3-1.2.1.3) WALL SHEATHING ATTACHMENT REQUIREMENTS FOR WIND LOADS STRUCTURAL SHEATHING MAXIMUM NAIL SPACING m SHEATHING LOCATION STUD SPACING 15E O (SEE NOTE 1) (INCHES,O.C.) OR PANEL SIDING FOR 8d COMMON NAILS U- a N HOLD DOWN BRACKETS AT SHEAR WALL CORNERS. U- (SEE NOTE 3) (INCHES,O.C.) a O 4'EDGE ZONE 16 E 6 AND WINDOW AND DOOR OPENINGS w o F 12(SEE NOTE 2) Q Z Q E 6 (FLOOR TO FLOOR&FLOOR TO (L � Z INTERIOR ZONE 16 FOUNDATION;WFCM FIGURE 3.8a&3.8b) W 3 F 12 d) 1- a m � z o 0 E=NAIL SPACING AT PANEL EDGES(IN.) TABLE 310(WFCM HIGH WIND EDITION) RIDGE TENSION STRAP w . W F=NAIL SPACING AT INTERMEDIATE SUPPORTS IN TIID PANEL FIELD(IN.) ROOF SHEATHING ATTACHMENT REQUIREMENTS FOR WIND LOADS CS20 USE NAILS � Q IN EACH ENIDID AT LL 1.FOR WALL SHEATHING WITHIN 4 FEET OF THEE CORNERS,THE 4 FOOT EDGE ZONE ATTACHMENT (140 MPH 3-SECOND GUST=120 MPH FASTEST-MILE WIND SPEED[PER TABLE R301.2(4)A) EACH ROOF RAFTER REQUIREMENTS SHALL BE USED. W � U1 � SHEATHING LOCATION STUD SPACING (f� STRUCTURAL SHEATHING MAXIMUM NAIL SPACING U) O -1 ,ri 2.TABULATED 12 INCH O.C.NAIL SPACING ASSJUMES SHEATHING ATTACHED TO STUD FRAMING OR PANEL SIDING FOR 8d COMMON NAILS MEMBERS WITH GO.49.FOR FRAMING MEMBERS WITH 0.42<G<0.49,THE NAIL SPACINGS SHALL (SEE NOTE 1) (INCHES,O.C.) o O BE REDUCED TO 6 INCHES O.C. (SEE NOTE 3) (INCHES,O.C.) U - 4'PERIMETER EDGE ZONE 16 O d 4 3.FOR EXTERIOR PANEL SIDING,GALVANIZED,BOX NAILS SHALL BE PERMITTED TO BE SUBSTITUTED F 6 L FOR COMMON NAILS. INTERIOR ZONE 16 F 12(SEE NOTE 2) RAPIER � z LL GABLE ENDWALL RAKE AND RAKE TRUSS E 4 L w TABLE 3.2B (WFCM HIGH WIND EDITION-2015) F 4 o SILL OR BOTTOM PLATE TO FOUNDATION ANCHOR BOLT CONNECTIONS RESISTING LATERAL&SHEAR LOADS E=NAIL SPACING AT PANEL EDGES(IN.) F=NAIL SPACING AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD(IN.) RIDGE BEAM MAXIMUM ANCHOR MAXIMUM ANCHOR JOIST HANGER REQUIRED BOTTOM PLATE TO FOUNDATION FOUINDATION BOLT SPACING(IN.) BOLT SPACING(IN.) 1.FOR ROOF SHEATHING WITHIN 4 FEET OF THE PERIMETER EDGE OF THE ROOF,INCLUDING 4 FEET ON EACH AT CATHEDRAL CEILINGS BOLT CONNECTION RESISTING SUPIPORTING (1/2"ANCHOR BOLTS) (5/8"ANCHOR BOLTS) SIDE OF THE ROOF PEAK,THE 4 FOOT PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE USED. LSSU OR EQUAL 2.TABULATED 12 INCH O.C.NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFI'ER/TRUSS FRAMING MEMBERS PAGE : WITH GO.49.FOR FRAMING MEMBERS WITH 0.42�G<9.49,THE NAIL SPACINGS SHALL BE REDUCED TO 6 INCHES O.C. RIDGE LATERAL AND SHEAR LOADS 1-3 STORY 31 48 3.TABULATED 6 INCH O.C.NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFIER/I'RUSS FRAMING MEMBERS WITH G>0.49.FOR FRAMING MEMBERS WITH 0.42<i<Q.49,THE NAIL SPACINGS SHALL BE REDUCED TO 4INCHES O.C. TENSION-STRAP O NOTE:MAX 12"FROM EACH CORNER AND EACH SPLICE,PROVIDE BEARING PLATE BY SIMPSON,SEE DETAIL 4.TABULATED 4 INCH O.C.NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRUSS FRAMING MEMBERS DETAIL WITH G>0.49.FOR FRAMING MEMBERS WITH 0.42<G<0.49,THE NAIL SPACINGS SHALL BE REDUCED TO 3 INCHES O.C. COPYRIGHT 2013 JEFFREY T. BUTLER, P.E., P.G. REPRODUCTION IN ANY FORM 15 PROHIBITED WITHOUT WRITTEN CONSENT FROM JEFFREY T. BUTLER, P.E., P.G.