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HomeMy WebLinkAbout47034-Z oQg�FFO(k y Town of Southold 9/23/2022 P.O.Box 1179 N 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 43430 Date: 9/23/2022 THIS CERTIFIES that the building ACCESSORY GARAGE Location of Property: 2795 Bay Ave.,Mattituck SCTM#: 473889 Sec/Block/Lot: 144.-5-2 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 10/12/2021 pursuant to which Building Permit No. 47034 dated 10/26/2021 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: non-habitable accesso garage with unfinished basement and unfinished attic with unfinished basement and unfinished attic stora�pplied for. The certificate is issued to Jeffcoat,William&Visceglia, Stephanie of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 47034 7/29/2022 04 PLUMBERS CERTIFICATION DATED Aut riz d Si(r e s�FFnt,r� TOWN OF SOUTHOLD ° may BUILDING DEPARTMENT C, 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#: 47034 Date: 10/26/2021 Permission is hereby granted to: Jeffcoat, William 388 Union St Brooklyn, NY 11231 To: demolish existing accessory garage and construct a new non-habitable accessory garage as applied for. At premises located at: 2795 Bay Ave., Mattituck SCTM # 473889 Sec/Block/Lot# 144.-5-2 Pursuant to application dated 10/12/2021 and approved by the Building Inspector. To expire on 4/27/2023. Fees: DEMOLITION $264.40 ACCESSORY $368.80 CO-ACCESSORY BUILDING $50.00 Total: $683.20 Building Inspector OF SOUryol 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 s iQ sean.devlin(aD-town.southold.ny.us Southold,NY 11971-0959 OI�CQUNTy,�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: William Jeffcoat Address: 2795 Bay Ave city:Mattituck st: NY zip: 11952 Building Permit* 47034 Section: 144 Block: 5 Lot: 2 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Modern Electric East License No: 34283ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Commerical Outdoor X 1st Floor Pool New X Renovation 2nd Floor Hot Tub Addition Survey Attic Garage X INVENTORY Service 1 ph Heat Duplec Recpt 24 Ceiling Fixtures 7 Bath Exhaust Fan Service 3 ph Hot Water GFCI Recpt Wall Fixtures 8 Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures 9 CO2 Detectors Sub Panel 40 A/C Blower Range Recpt Ceiling Fan Combo Smoke/CO Transformer UC Lights Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches 7 4'LED Exit Fixtures Pump Other Equipment: 3 Garage Door Motors, 40A Sub Panel 16 Circuit/ 7 Used Notes: . Detached Garage Inspector Signature: 7z`�2 Date: July 29, 2022 S.Devlin-Cert Electrical Compliance Form how"'OF 50UTLf 6 -3 * TOWN OF 2OUTHOLD BUILDING DLIPT. courm,�'' 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: aJCNK4// C, DATE ' Z Z INSPECTOR pp- �j hO�aOF SOUTyo�o q 7 0 / � - e�- /�] 1 q �/ - f TOWN OF SOUTHOLD BUILDING DEPT. lou631-765-1802 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: ! DATE 2 INSPECTOR - � pF SOUTyOIo TOWN O F SOU THOLD BUILDING DEPT. y , °`ycourm��' 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] SULATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL ( ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATI N [ ] PRE C/O [ ] RENTAL REMARKS: I �0 on I 5vyv � DATE vL INSPECTOR JAMES J.DEERKOSKI P.E. 260Deer Drive Mattituck,NY 11952 (631)774 7355 Date: December 21, 2021 To: Southold Town Building Dept. Re: Foundation and Snap Tie Inspections Todd Jeffcoat 2795 Bay Ave. Mattituck,NY 11952 Permit#47034 Re: Foundation and Snap Tie Inspections To Whom It May Concern: This letter certifies that a footing and foundation wall inspection was performed on the new accessory garage project.All work was performed correctly and meets all state and local codes. Any questions feel free to call. F NEW y DE 0 S cerely, r ac L J s J Deerkoski P.E. AR�FESSI JAMES J_DEERKOSKI P.E. 260Deer Drive Mattituck,NY 11952 (631)774 7355 Date: May 10,2022 To: Southold Town Building Dept. Re: Framing and Strapping Inspections Todd Jeffcoat 2795 Bay Ave. Mattituck,NY 11952 Permit#47034 To Whom It May Concern: This letter certifies that a Framing and Strapping inspection was performed on the new accessory garage project.All work was performed correctly and meets all state and local codes. Any questions feel free to call. NEW yo S cerely, EE * ° e J Deerkoski P.E. OAROFESS� P s rwabackwa ,6 jx c VS William Jeffcoat !D 2795 Bay AveEp 16 2022 Mattituck NY 119521 1 S B' ILDING Permit#47034 Tod Photos addressing remarks noted final inspection: Photos 1-4— Railing/Guards at 2 d level Photos 5-6: VF Placard P�7"'�� Yk � . i . }a • d «� » . n a s R �Y M y r 4�. !I 2 l��Y r Y it d 3 \� « /yl \ y v Wj H .� nay,TOO a Siq,s+7'jy � . I y. 9. 4 J �� •���� <-r 'r.�ti ��Z�t� ..-a �.�nL� ., •� `� FIELD.INSPECTION'REPORT. 'DATE COMMENTS • b FOUNDATION(IST) C� y -------7------------------------- FOUNDATION.(2ND) . z ROUGH FRAMING& t� PLUMBING F. r INSULATION.PER.N.Y. STATE ENERGY CODE L , FINAL v :. p ADDITIONAL COM T5 rO .rl Z2 . -2922..— j. •.. S m YLoge— r 14 U41 {-Wm 464 ,f b tJ .. 77 o 6 �b V C o�gUfFo(KcOG TOWN OF SOUTHOLD—BUILDING DEPARTMENT y= Town Hall Annex 54375 Main Road P. O.Box 1179 Southold,NY 11971-0959 Telephone(631) 765-1802 Fax(631) 765-9502 https://www.southoldtom= aov Date Received APPLICATION FOR BUILDING PERMIT or Office Use Only D l j 20 Z1 PERMIT NO. 4�O Building Inspector: O _ BUILDING DEPT TOWN OF SO 'A` licatioris andforms must be.flled out:'in`thei , p. r;entirety.incomplete .p . applications.will not be°accepted:- Where the Applcant.is not the owner,an Owner's Authorization form(Page 2)shall be completed. Date:OCTOBER 11, 2021 PERTY:::y `.01NNER(S).,OF.PRO ::. Name:Todd Jeffcoat SUM#1000-144-5-2 Project Address:�Bay Avenue, Mattituck,N� 5---Ba--\/—A-VS Phone#:404-520-1583 Email:wt e coat@gmail.com Mailing Address: gay Avenue, Mattituck, NY "CONTACT PERSON:. Name:Michael Hand Mailing Address:PO 1256, Mattituck, NY 11952 Phone#:631-965-1947 Email:michael@mchdesignservices.com DESIGN PROF ESSIONALINFORMATION:. Name:James Deerkoski Mailing Address:260 Deer Drive, Mattituck, NY 11952 Phone#:631-774-7355 Email: amesdeerkoski@ ahoo.com 'CONTRACTOR INFORMATION: Name: Mailing Address: Phone#: Email: .; .: DESCRIPTION OEPROPOSED CONSTRUCTION.:.: ®New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $50,000 Will the lot be re-graded? ❑Yes ®No_ Will excess fill be removed from premises? ®Yes ONO i PROPERTY INFORMATIONy Existing use of property:Sin - le family dwellinIntended use of property:Sin , le faillil _ dwelling- ---g-- Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to a_ ? PROVIDE A COPY. this property. ❑Yes ®No IF YES, r-40 _ - -- -- - ❑ Check:Box:After Reading: TFie owner/contractor/design professional is responsible for all drainage and storm water issues as provided by".'':`f•°�;; Chapter 236 of.the Town Code.,APPLICATION IS HEREBY MADE to'the Building Department for the issuance of a Building Permit pursuant to the Budding Zone'.,-,, Ordinance of the Town of.Southold;Suffolk,County,New York andotherapplicable laws,Otdinancesor'Regulations`,for the construction of bUildmgs,`'• ; . additions,alterations or,for removal demolition as herein.described.;The applicant agreesto comply with,all applicable laws,ordinances,building code; housirig code and regulations and to admit authorized inspectors on premises and in buildmg(s)for necessary inspections.False statements made hereiri:are punishable;as a Class,A misdemeanor pursuant to:Section 210.45 of the New York State Penal,Law _ w , ,; 07, Application Submitted Bya(pritme):Annet chumac er BAuthorized Agent ❑Owner Signature of Applicant: Date: 10/11/2021 STATE OF NEW YORK) SS: COUNTY OF SLkFF-®b k ) being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the A (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 ©C+V i ,/ ,20,1L Notary .chrikilli Vs,*4w Staie di " PROPERTY OWNER AUTHORIZATION t ldtgryPubNc-A630102AarYdlrk (Where the applicant is not the owner) Qpalified in Sufrol Camty. 1►lfrroiiiinission Facp' I, residing at 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 Building Depattment-Apulication. .'AUTHORIZATION (Where the Applicani is.not the Ownei) 0:J 0f CVAfresiding at Taint' o owner's name hn Address .. pr.PtX ) (Mai' g q-IAvc °�` :Z.. do hereby:authorize /. e :to:APP ly ori 1py.bphdlfto the. :, . . Southold.Butilding Department.. - :(Ormer's.Signature) (Date) :: .(Print.Owner' Name) ,-Uk62 -�1 'y ro OifFO[x; BUILDING DEPARTMENT-Electrical Inspector ®� C TOWN OF SOUTHOLD Town Hall Annex- 54375 Main Road - PO Box 1179 Southold, New York 1.1971-0959 Telephone (631) 765-1802- FAX(631) 765-9502 rogerr _southoldtownny.gov-seande-southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (ail information Required) Date: 05/20/2022 Company Name: Modern Electric East Inc. Electrician's Name: Bob Hough License No.: ME-34283 Elec. email:bobhough918@yahoo.com Elec. Phone No: 516-903-7149 01 request an email copy of Certificate of Compliance Elec. Address.: PO Box321, Mattituck, NY 11952 JOB SITE INFORMATION (All Information Required) Name: Todd Jeffcoat Address: 2795 Bay Ave, Mattituck, NY 11952 Cross Street: Peconic Bay Ave Phone No.: B1dg.Permit#: '-'/703 U email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): . Wiring of detached garage Square Footage: 1 8o0 Circle All That Apply: Is job ready for inspection?: W] YES❑NO Rough 1n r-1 Final Do you need a Temp Certificate?: ❑ YES n NO issued On Temp Information: (All information required) Service Size❑1 Ph❑3 Ph Size: A #Meters Old Meter# ❑New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underground❑Overhead #Underground Laterals D 1 2 H Frame D Pole Work done on Service? DY. DN Additional Information: PAYMENT DUE WITH APPLICATION O !V�'7 �1 BUILDING DEPARTMENT-Electrical Inspector vim' y TOWN OF SOUTHOL® , ' Town Hall Annex - 54375 Main Road - PO'Box 1179 Southold, New York 11971-0959 Telephone 631 765-1802 - FAX 631 765-9502 rooerr(@southoldtownny.gov - sea nd[@southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (Ail information Required) Date: 05/20/2022 Company Name: Modern Electric East Inc. Electrician's Name: Bob Hough License No.: ME-34283 Elec. email:bobhough918@yahoo.com Elec. Phone No: 516-903-7149 01 request an email copy of Certificate of Compliance Elec. Address.: PO Box321, Mattituck, NY 11952 JOB SITE INFORMATION (All Information Required) Name: Todd Jeffcoat Address: 2795 Bay Ave, Mattituck, NY 11952 Cross Street: Peconic Bay Ave Phone.No.: Bldg.Permit email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Wiring of detached garage Square Footage: Ll800 Circle All That Apply: Is job ready for inspection?: YES NO 0 Rough In F Final Do you need a Temp Certificate?: ❑ YES 0 NO Issued On Tep Information: (All information required) Service Size F11 Ph❑3 Ph Size: A #Meters Old Meter# ❑New ServiceOFire Reconnect-]Flood ReconnectOService Reconnect ElUnderground❑Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION PERMIT# Address: Switches I Outlets ,I J G F I's Surface Sconces f�l HH's [4. I�l UC Lts Fans Fridge HW Exhaust Oven WAD Smokes DW Mini Carbon Micro Generator Combo Cooktop Transfer AC AH Hood Service (Amps Have Used Special: Comments: ��. T Telephone Tele 631 765-1802 Town Hall Annex .`fid % P ( ) 54375 Main Road •.. Fax(631)765-9502 P.O. Box 1179 = _ Southold, NY 11971-0959 y-. . - BUILDING DEPARTMENT NOTICE.OF-UTILIZATION OF TRUSS TYPE_-CONSTRUCTION-.-.PRE-ENGINEERED; WOOD CONSTRUCTION ANDIORTIMBER CONSTRUCTION.- Date:: io l Owner: -To 4 3e S,=S-r Location of Property:_ o,.� Av -i�...'r�} *►v ek b=� Please take notice that the (check applicable line): New commercial or residential structure Addition to existing commercial or residential structure Rehabilitation to an existing commercial or residential structure to be constructed or performed at the subject property reference above will utilize (check applicable line): Truss type construction (TT) )C Pre-engineered wood construction (PW) Timber construction (TC) in the following location(s) (check applicable line): C Floor framing, including girders and beams (F) Roof framing (R) Floor and roof framing (FR) Signature:_ Name (person submitting this form): 5�1� -dr.Qc� Capacity(check applicable line): Owner Owner representative TrussReg15.docx Effective 1/1/2015 i S.C.T.M. NO. DISTRICT. 1000 SECTION: 144 BLOCK: 5 LOT(S): 2 9D I� \,I f 11 � n SEP 16 2022 ` R 0 C.HELLE PLA C ' BUILDING DE,;is Tow; Ur t;ju-1: MON. I 1 STORY FIRM. DWELLING. U.P. ;::'•#50::• •'•:- •..•..;..•..• z w b� LCTONC. o ;; ;:;:'. ::.::.:.- :.'-:;; LOT 24 z aI v CONC. N 70°56'00" E oop mPATIO :':.::.:: ' ;: :: :: ::: .2s.3 :'•:::; ; 193.43 ~ h� 0.1N ` LOT 16OCL 1 N 0o 2.2S o� w Lor 25 ° 0 16.2' OUTDOOR 4' SHOWER O O o ;='.:-'•.:'33.9'':::.:..•::•.:•..-. O o : 1 FRM :•.:'•..::..^ PAVE/R �"i;:'.:.':;:::. '•::.2'.:8.4:;':.:•:'•:::;:':;::;:';'::;:: 59 .0'STY.NELL. Gw : 2 795PATIO .:v .0 CONC. 33sLae 2 STY FRAME-.*-.-.'.*-.:-. t�7 / GRAVEL DRIVEWAY �t Q /// CN.:;.:•.GARAGE••=. ::•; mGRAVEL DRIVEWAY DRAIN O O P. lo O MON. EMAINS 6T/ 919E 541-FL AWN : U.P. � �� o- o dulON. MON. 1.3'S 4'.CHAINL K FENCE 79' 1.0'S GARAGE 2.5'S OF LAN /f S 71005'00' WV LAND N/F 201.' OF EDWARD SPAETH LAURA BERKMAN ' THE WATER SUPPLY, WELLS, DRYWELLS AAO CESSPOOL LOCA77ONS SHOWN ARE FROM REL D OBSERVA77ONS FINAL SURVEY 08-10-22 AND OR DATA OE?TALNED FROM OTHERS AREA:1 1,806 SQ.FT. SQ-FT- or 0.27 ACRES; ELEVAnON DATU.N.- `� It MAP ALTERA770N OR ADD177ON 70 THIS SURVEY IS A VIOLATION OF SECTION 7209 OF 7HE NEW YORK STATE EDUC477ON LAW. COPIES OF THISSURVEY MAP NOT BEARING THE LAND SURVEYORS EMBOSSED SEAL SPALL NOT BE CONSIDERED 70 BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON STiALL RUN ONLY 70 THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE 177LE COMPANY, GOVERNMENTAL. AGENCY AND LENDING JNSA7U77ON LISTED HEREON, AND 70 THE ASSIGNEES OF THE LENDING INS777U7I0N, GUARANTEES ARE NOT TRANSFERABLE T 7HE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIRC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT 774E PROPERTY LINES OR TO GUIDE THE EREC77ON OF FENCES ADDITIONAL STRUCTURES OR AND OTHER IMPROVFA0473. EASEMENTS AND/OR SUBSURFACE STRUCRIRES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHY-vr.4uY EVIDENT ON THE PREMISES AT THE 77ME OF SURVEY \a �l sJRVEY OF. LOTS 25 CERTIFIED T0:STEPHANIE DESIREE VISCEGLIA; _ MAF oF. LIDA BARTELY WILLIAM TODD JEFFCOAT, Fn-ED: No. 770 FIDELITY NATIONAL TITLE INSURANCE CO.; SITUATED AT: MATTITUCK Tom OR. SOUTHOLD KENNETH M WOYCHUK LAND SURVEl'Q1G, PLLC SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design �4 � P.O. Boz 159 Aquebogue, New York :11991 [ PHONE (831)298-1688 PAIL(681) 298—LO88 FILE 018-143-1 SCALE:1"_-20' DATE:NOV. 12, 2018 N.Y.S. USC. NO. 050882 mitalaiWot the recoidr of Robert J.Hmnew t Ymndh IL 7oyehuk SCTM 1000-144-5-2 LOCATION: AREA: COVERAGE: REMOVE: FILL:. 631.298.2250 PROPERTY: 11,806 SQ.FT. 0..27 ACRES - - Michael Camchdesignservices.com ESTIMATED DISTURBANCE: 4000 SQ.FT i3wnd/B D AS NO ED EXISTING HOUSE: 579.6 SQ.FT 4.9% DATE: .P.# 60.0' EXISTING PORCH: 130.2 SQ.FT. 1.1%FEE: . BY: S 19° 04' 00" E - NOTIFY BUILDING DEPARTMENT AT EXISTING GARAGE: 548.0 SQ.FT. TO REMOVE 40 CU.YD. 765.1802 _8AM TO 4 PM FOR THE - FOLLOWING INSPECTIONS: m EXISTING SHED: 20.0 SQ.FT. TO REMOVE 2 CU.YD. 1 CU.YD. 1. FOUNDATION - TWO REQUIRED m FOR POURED CONCRETE CD r4 PROPOSED GARAGE: 672.0 SQ.FT. 5.7% 35 CU.YD. 50 CU.YD. 2. ROUGH - FRAMING & PLUMBING r ...� 3. INSULATION V 4. FINAL - CONSTRUCTION MUST DRYWELL: 8'dia,4'deep - 5 CU.YD. 1 CU.YD. BE COMPLETE FOR C.O. EXISTING CONCRETE ALL CONSTRUCTION SHALL MEET THE SLAB ON GRADE TOTAL: 1381.8 SQ.FF. 11.7% 81 CU.YD. 52 CU.YD. REQUIREMENTS OF THE CODES OF NEW SILT FENCE YORK STATE. NOT RESPONSIBLE FOR (LIMITS OF CLEARING METES AND BOUNDS BY: KENNETH WOYCHUK Q r----I DESIGN OR CONSTRUCTION ERRORS. I I SURVEYED: NOV. 12, 2018 SILT FENCE E I (LIMITS OF CLEARING) -_ -J COMPLY WITH ALL CODES OF j NEW YORK STATE & TOWN CODES j ;---------------------_ AS REQUIRED AND CONDITIONS OF I I CONCRETE IWASHOUT I I PROPOSED GARAGE V NING BOARD x'OT RED'oBE ` S ANO SHEo 10 BE I `K'I 0 TEES O' I w O ROOF AREA:840 S0.FT.74 Ur A , N.Y.S,,0;_e' I 28.5' 7.2 AT 100 WATER RUNOFF: CU.FT. ^ i 11uu�� zI I PROVIDE(1)8'DIA.X 4'DEEP DRYWELLS O 1� i I TOP SOIL I IN DRYWELLS CAPACITY:169 CU.FT LOCATION � En Z OCCUPANCY OR OGEE GUTTER-OGEE GUTTER 551 v t ♦ W z j Z , USE IS UNLAWFUL It NOTES: 1).E(ECUTION: WITHOUT C E RTI FICA ��. Q A).DO NOT BEGIN INSTALLATION UNTIL SUBSTRATES HAVE BEEN PROPERLY PREPARED. / F O'C'CUPANCY I EXISTING DRIVEWAY I 2) A)PREPARATION: SURFACE THOROUGHLY PRIOR TO INSTALLATION. �l. O I I / B). PREPARE SURFACES USING METHODS RECOMMENDED BY THE MANUFACTURE FOR ACHIEVING THE BEST RESULTS FOR THE SUBSTRATE UNDER THE PROJECT CONDITIONS. O C). PAINT CONCEALED METAL SURFACES AND SURFACES IN CONTACT WITH DISSIMILAR I I METALS WITH PROTECTIVE BACKING PAINT. ( 3.INSTALLATION: V A).PERFORM WORK IN ACCORDANCE WITH CDA HANDBOOK AND THE DRAWINGS. EXISTING rs loc 1).GUTTER TO BE PITCHED TOWARDS LEADER 1"TO 2"FOR EVERY 40'OF RUN. PATIO H' 15.6' 2).SHEET METAL JOIN LENGTHS WITH WATERTIGHT JOINTS. ON GRADE a).COPPER/LEAD:FLASH AND SOLDER GUTTERS TO DOWNSPOUTS AND r� ACCESSORIES. Q W w B).ALUMINUM:RIVET AND CAULK WITH A BUM SEALANT SLIP JOINT CONNECTORS. U \ 3).CONNECT DOWNSPOUTS TO STORM SEWER SYSTEM AS INDICATED.SEAL RETAIN STORM WATER RUNOFF Q CONNECTION WATERTIGHT. UJ DRY WELLS TO BE 10'MIN. 4).PROTECTION: ~, PURSUANT TO CHAPTER 236 11 AWAY FROM HOUSE BA).PROTECT).TOUCH-UP,INSTALLED PAIR OR REPLACE UNTILDAMACOMPLETION PRODUCTS OF PROJECT.SUBSTANTIAL Vol OF THE TOWN CODE. EXISTING COMPLETION. W 15TY HOUSE w � 00 C o J o 10 0 L1J o C-LECTRICAL _ z 1OU EXISTING im.;mayoN, REQ IM-D O COVERED PORCH OO O O z n 60.59' DO NOT PROCEED WITH `r' FRAt�MI�10 UNTIL SURVEY, N 110 04'001 W ENTRANCE _ UTILITYO TRANNCE _OF,FOUNDATION LOCATION POLE HAS BEEN APPROVED. EDGE OF PAVEMENT GO.06' BAYAVENUE 22 E C� EW E � � ,All exterior lighting SITE PLAN � �' `� OCT 1 2 2021 installed,rDD eplaced or SCALE: 1" = 20'-0" ,���� repaired shall conform ����,,�' BUILDING DEPT. 10/6/2021 to Chapter 172 �'` �o TOWN OF SOUTHOLD of the Town Code � SCALE: SEE PLAN 2d pF NEW y �.Uk'r-k�o 0 SHEET NO. Lu 725 ION rr 631.298.2250 michael@mchdesignservices.com LLi ❑❑❑ ❑❑❑ ❑❑❑ ❑❑❑ -- ❑❑❑ ❑❑❑ ❑❑❑ ❑o❑ -7 -7 /7 ................................. m w PROPOSED SOUTH ELEVATION w O SCALE: 1/4" = 1'-0" A w PROPOSED WEST ELEVATION En w w SCALE. 1/4 - V-0" v ) cry w � z L ij v o w � w � � w - - --- - - - L LJ cn EIDI LLL--=� CIO 0 ❑❑❑ ❑❑❑ 0 0 0 ❑❑❑ ❑❑❑ \\V// 10/6/2021 SCALE: SEE PLAN PROPOSED NORTH ELEVATION PROPOSED EAST ELEVATION SCALE: 1/4" = 1'-0" IOF�,� 1- SHEET NO: SCALE: 1/4" = 1'-0" �"p� ado 0?2502 631.298.2250 michaef@mchdesignservices.com V Z own-no I " 24'-0" 24-0 Q 21-6" 11'-811 91.0-I 0l1 011 31-4-1 91-1011 -All II ol lo 11K 7 7V _.Ir (2)2X8 HDR + (2)1-3/4X7-1/4 ML HDR ' A �' r 1 1 1 1 1 1 + 1 1 1 I 1 1 I' b 1 1 , I 1 I 1• ,1 ", I 1 I = _ 1 1 1 1 3'W STAIR 00pp 1 1 1 1 16r 9T1 1 I 1 I N N I I 1 1 1 1 a X 1 I 1 I a 6-5/8" ' I I' X CD Ip N f'll q o 45minFR.DOOR ------'- ' o 0 1 -----_ a`-'oX =o SC HINGES �_�_ js O,� r -"------I a N STEELJAMB " a A` ___- , r i ' ! 1 61_7311 2l_4n + 1r1_----_, allulj t C i `/ �_/ • ■`/Oy�1 N 2'-4"— --------------------------- 4 ---------- 7 N '-6%211 1_ 11 o ------ - -------- n -------- 1 a ---_--__ 1' IV I - 'A I d I -------- ,' ,e , I + -------- 1 16"MONOLITHIC00 -------- " a ' ' + q FOOTING(12"d) + ,� o' a------- 1 w/(2)#4REBAR -- - 9-1/2 TJ1230 WOOD-I FJ @16"OC -'- -'n' , (-� V I 1 1 D 0 ' I I Y I IA + _o ' 1 I 1 I ■ ` . oN O Fes♦ 0 0 ` ___ HSS 7X4 1/8 0 o nl TUBE 5 EL o 0 o p 0o m (i x --- m oo 00 8'-11%" 2'-6" 8'-11%" m 00 N � ¢ � N j ■ COLU N ,-Y N N r 9'-10%Il 3l8■ 9'-10%2" n 1'-1%" 1'-1W) N N ■ I'I 'A° I I I I I GARAGE �T N ALL 5/8"TYPE-X FIRER I ( m ■ S E T CKON WALLSAND ILI I p I y l )q I 1 I LL ■ I I A/ I � , Pd , 1,1Jj I I '4 I I 1 I LJJ = r I 4"CONCRETE SLAB OVER COMPACTED •---- --------------- - -- ^ •---- ------------ - - ----, rd I ' ' �, ■ ' ' r CLEAN FILL.REINFORCE SLAB WITH , �< 10/10 6X6 WMM.PITCH TO OH DOORS I I 1 1 I I I I 1 +1 I 1 ■ 1 1 - o o 1 2 TJ1230 WOOD-I FJ 16" C : N 1 r 11 00 X O I N I 1 d X Q _ K 1 cl 1 M _ Q 1 ■ 1 ,�' � 1 1 I 1 I O lD i '3.5X7 1.8e� �M , g..PC WALL 1 ro I �t v ON 16"X8"FTG d 1 1 I PCOLU'M'ARALLAr l 0 1 1 1 " 1 ra 1(2)#4REBAR ----------------' COLUMN ------------------------------------------------- � (2)1-3/4X7-1/4 ML HDR � . ; (2)1-3/4X7-1/4 ML HDR � �'I '� d, I ------------------------------------------------------------------------ 0" 9'-0i1 4'-4" 9'-011Vol. 11 91_41- 41_0" 9-_411 7 11 241-0" 241-011 1ST. FLOOR PLAN SCALE: 1/411 = 11-0" FOUNDATION PLAN_ 10/6/2021 SCALE: 1/4" = 1"-0" SCALE: SEE PLAN F o �P�� w7 SHEET co �`'. UEFA N O: z w N 3 , 10 � SSIONPA 2 24'-0" 12'-0" ol 631.298.2250 michael@mchdesignservices.com (3)1-3/4X20 CW14 ML RIDGE 12 1 1 TEM ERRED ASPHALT ROOFING w/ - - — - — - — - - - — - - - — - - — ICE AND WATER BARRIER 16"OC ♦ OVER 1/2"CDX SHEATHING C? _ - N41-LID 2X8 DF#2 RR @ ♦ • ♦♦. .•• 1-OOH ZD ♦♦♦♦ `•,, ED 00 SIDING PER OWNER .' `• u N 1 12 w/UNDERLAYMENTz♦♦ J `•. I 8.5 OVER 1/2"SHTG. �•� �' �` •`• ^ a 2X4 DF#2 STUD WALL ♦♦♦♦ 3'h _ �`.• \ -------- a L7 = L7 ♦♦ WALL N `• � Q N ♦♦ (4)91/2 MLw/(3)1/2.. •• a -------- _ ♦♦♦ STEEL FLUSH BEAM •` 12 • 1 �- a -------- m m 03/4"SUBFLOOR _ _ _ � s ------- 9-1/2 TJ1230 WOOD-1 FJ @16"OC 9-1/2 TJ1230 WOOD-1 FJ @16"OC 5/8"TYPE-X FIRE RATED SHEETROCK ... __ 2-0 OH __ _ ON WALLS AND CEILING(TYPICAL) r - — — — — - -------- i J 2X8 DF#2 RR @16"OC t r=== ===1 E r•�j ---, o v 12 N - W N HSS 7X4X1/ ___ =__1 " I ® " r--- --i N u u i0 2X6 ACC.SILL PLATE TUBE STEEL COLUMN OVER TERMITE SHIELD AND SILL SEAL 5"' "'i 4 ATTIC/STORAGE 4 _ — vUNFINISHED m r I • •� �� .d e 4"CONC.SLAB,REINFORCED w/ EL O 8"PC WALL ' ' •� �•" __; 10X10 6X6 WMM o Q1 o I r. -- -- a: 30"X30"X12"FTG PITCH TO OH DOORS,INSTALL OVER a; Cv ATCOLUMN COMPACT CLEAN FILL m 0 1 A w N p 2X8 DF#2 RR @16"OC '� 1 o A CROSS SECTION A ., I � pq w w :� wiz 3 4 SCALE: 1/4" = 1'-0" u x N I uj � VF•-� 12 = 1 I v Q� O N QPP N d ( )9-1/2 ML HDR H v o C 14 12'-0" 1 12'-0" 1 < w 24'-0" Q 4q W Lu (3)1-3/4X20 ML RIDGE 2ND. FLOOR PLA N POST TO RIDGE SCALE: 1/4" = 1'-0" (nPrl O z- n2. � • e e • 3r • • • • �_• I I 3'h WALL ^ r O oB�HIOIORWfiH ,6•a 3/4"SUBFLOOR ra,ow,x,o-sa,E"5 W — engn Ha,oR wm, ,s a ® • `i (4)9-1/2 MLw/(3)1/2"STEEL FLUSH BEAM "XOIOR Y/Illl 16'Q !!„ENGIN • • ENFATHING 1?FRA Ml®9,FAll@G SIDING PER OWNER 5/8"TYPE-X FIRE RATED SHEETROCK GRMFRIrvraoo w/UNDERLAYMENT ON WALLS AND CEILING(TYPICAL) OVER 1/2"SHTG. E:1 • ® ""� /uiEnNnTmuT.ins•anal • 2X4 DF#2 STUD WALL 0 HSS 7X4X1/8 00 E.asIENEn TrRE: �� 2X6 ACQ SILL PLATE TUBE STEEL ensE",wolOR wnN ,m oc • • OVER TERMITE SHIELD COLUMN Ln.EMBEgERENGR AND SILL SEAL IANnING 11 TYPICAL WINDOW OPENING es z a 10/6/2021 PANEL SPAN EQUAL OR SMALLER EnIeE"NExr,ENGm ------ THAN 4 FEET BNn.e".,usalEw RETAINING WALLS BY OTHERS 4"CONC.SLAB,REINFORCED w/1OX10 6X6 WMM ------ FMBEUNEN ENGM TYPICAL DOOR OPENING es eExT vE: SCALE: SEE PLAN 6. PITCH TO OH DOORS,INSTALL OVER COMPACT CLEAN FILL b PANEL SPAN GREATER THAN 4 FEET T�R1A°00 i — N0 EQUAL OR .♦ -• • •. .. . • •. .. • •. .. • •. .. • •. .. • •. .. • •. .1 E AL SMALLER T—.---.—o" e"Riern."alrn wm, � ALL •• • �• .d THAN6 FEET aR r✓�hwzEom,nw/wnsnERs rm • s • •• Hyo N"rs�ra o.c '^��•^��'GTM .�•� t•p. 8"PC WALL - '•• �� � — — — — — — — — — — — — — — '•• 9 TYPICAL MULTIPLE OPENING � ra �• 30"X30"X12"FTG 16"X12"MONOLITHIC FOOTING a. PANEL SPAN GREATER THAN 6FEET �E AT COLUMN w/(2)#4 REBAR 4 AND EQUAL OR SMALLERTM 'G SHEET N O. . p N"mNE"r u3+GIN CROSS SECTION B WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL THAN B FEET .� of Ew AS PER SEC.R301.2.1.2 NYS CODE:PROTECTION OF OPENING ��P i UWINDBORNE l yO SCALE: 1/4" = 1'-0" AND MAXIMUM EPANEL SPAN OF 8 FERIS PROTECTION ET SHALL BE PERMITTED FOR OPENG SCHEDULE FOR WOOD NIINNG PROTECTION N RUCTURAL PANELS ONE-AND TWO-STORY BUILDINGS.OD STRUCTURAL PANELS ANELSUSHALL BEP PRECUT T0M THICKNESS OF 6 * ��S O COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED.(REFER TO SECTION 1609.1.4,1609.6.5 AND TABLE 1609.1.4 OF N.Y.S.RESIDENTIAL r CONSTRUCTION CODE).THIS IS NOT A SUBSTITUTION FOR DESIGN-PRESSURE.ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. ALL PANELS MUST BE CUT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS.SHUTTERS MUST BE MARKED FOR WHAT OPENING IT IS TO COVER. m *= JY HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. Z _ LrAMW_ Lu �.o� 0?250 OpiSSIOVA ` I V 631.298.2250 WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS michael@mchdesignservices.com designservices.com USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT & GOOD CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. KING STUDS \ RAFTER WALL STUD ENDWALL CRIPPLE STUD d BOTTOM PLATE RIDGE B ATHTUB HEADER LEDGER DOUBLE JOIST SIDEWALL RAFTER 4j JACK STUDS FLOOR USP NUMBER DESCRIPTION APPLICATION 1ST. ADS5 HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS ANCHOR TO FOUNDATION W/ ANCHOR BOLTS BATH / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT CONNECT TO 1 SIDE OF ALL CORNERS ON LOCATION USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATIOIJ RAFTER SIZEUSP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP JOIST DIRECTION WITH 2 2ND. ADS5 ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH ALL OPENINGS LSTA12 1-1/4"x12" 20go. STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1/4"x24" 20ga. STRAP APPLY OVER RIDGE TO EACH RAFTE 2x6-2x8 LS26 18go. SLOPE HANGER PPLY TO EACH RAFTER / LLDGER ( ) JOISTS. EL WA WALL. HE FLOORS TO EACH OTHER W/ THREADED ROD. ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 2X10 LS210 18go. SLOPE HANGERPPLY TO EACH RAFTER / LEDGER FOR JOIST NOT DIREBLOCK BTLY LOCKING 024""OCER LLEL WALLS, PROVIDE WALL STUD THROUGH-ROOF EXHAUST r VENTS SELECTED AND LOCATED BY CONTRACTOR METAL STRAP CRICKET AT TOP-SIDE OF VENTILATION CHANNEL RIM BOARD CHIMNEY AS REQUIRED RAFTER SILL PLATE(S) /WALL SHEATHING RAFTERS MAINTAIN " " •' • " '• SIDEWALL FLASHING VENTILATION WOOD JOIST FOUNDATION BLOCKING TOP PLATE FINISH WALL AND MOISTURE 2x4 LEDGER BLOCKING STAPPING TO BE ATTACHED TO WALL STUDS 048"OC BARRIER TO LAP FLASHING 2x4 SOFFIT JOIST r , AT WALL -- MAINTAIN GAP ATTIC SHALL BE PROVIDED WITH A V AND ALL WINDOW/DOOR OPENING JACK STUDS FASCIA \/ BETWEEN WALL FINISH AND MINIMUM NET FREE VENTILATING AREA FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION ROOFING TO AVOID SOAKING WALL STUD NOT LESS THAN 1/150 OF THE AREA OF GUTTER INSTALL 4'0" O.C. �,'� THE SPACE VENTILATED. ALL OPENINGS WOOD GIRDER SHALL BE COVERED WITH CORROSION- ONTIN, SCREENED VENT 4" - 8" LSTA24 1-1/4"z24" 20go. STRAP AND JACK STUDS RESISTANT METAL MESH WITH MESH O ON ALL OPENINGS PROVIDE HEMMED EDGE AT OPENINGS OF 'A INCH IN DIMENSION. ONTIN. SOFFIT/ EXT. PLYWOOD FLASHING TO FORM CHANNEL INSTALL 4'0" O.C. LOCATION USP NUMBER DESCRIPTION APPLICATION SOFFITED EAVE AND SO TO MAINTAIN AIR 8" - 14" LSTA30 1-1/4"x30" 18go. STRAP AND JACK STUDS GAP TO PREVENT CAPILLARY CJNNECT TO ON ALL OPENINGS ACTION 4" - 6" RAFTER RT10 10-3/4" x 18go. TYDOWN ANCHOR EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND INSTALL 4'0" O.C. / ROOF VENTILATION / OVER BEARING WALLS AND HEADERS CONNECT TO 14" - 16" LSTA36 1-1/4"x36" 18go. STRAP AND JACK STUDS 8" - 12" RAFTER RT20 1-1/8" x 20go. TYDOWN ANCHOR EACH RAFTER SOFFITED EAVF DETAIL O ON ALL OPENINGS / KEEP ROOFING NAILS OUT r 2ND. FLOOR WALL OF FLASHING ^ v—) 7 I 'uROOFING LAPS BASE � • FLASHING 4 INCHES \ t ^ v w RAFTERri BASE FLASHING WRAPS CORNERS, I RIDGE CAP OF SAME EXTENDS UNDER SHINGLES AT MATERIAL AS ROOFING SIDES 4 INCHES AND LAPS NAILED TO SHEATHING SHINGLES AT BASE MIN. 4 INCHES THROUGH VENT V WOOD JOIST TOP PLATE tj O GIRDER/HEADER SIDE WALL FLASHING 1ST. FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS ®48"OC WOOD JOIST r , AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES, SIDEWALLS, WALL STUD V AND RAKES -- PROVIDE HEMMED EDGES SO FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AS TO FORM DRAINAGE CHANNELS AND RAFTERS INSTALL 4'0" O.C. PREVENT CAPILLARY ACTION 4" - 8" LSTA36 1-1/4"x36" 18go. STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION APPLICATION PRE-MANUFACTURED ON ALL OPENINGS RIDGE VENT FOLDS KEEP SHEATHING MIN. 1-1/2" ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH RAFTER/PLATE RT15 TYDOWN ANCHOR CONNECT EACH FROM PEAK TO ALLOW FREE INSTALL 4'0" O.C. RAFTER TO PLITE OVER RIDGE TO AIR PASSAGE THE PROPER STEEL CONNECTOR. 8" - 16" MSTA48 -1/4"x48" 16 a. STRAP AND JACK STUDS CONFORM TO SLOPE IF ABLE, SET FIR JOISTS APROX. 1/2" HIGHER THAN LVL HEADERS g PLATE WALL SP TH4 STUD PLATE ANCHOR CONNECT OVER OF ROOF TO ALLOW FOR SHRINKAGE. & REDUCE BUMP OUTS ON ALL OPENINGS PLATE/WALL TO EACH STUD DBL. SILL PLATE t ^ TERMITE SHIELD I T- SUBFLOOR v ' SILL GASKET WOOD JOISTS o CONC. SLAB NEOPRENE TYP. GONG. FOUNDATION ( n 6 MIL. POLY GASKET 2x6 /2x8 CONTINUOUS WOOD PLATE DAMOLYO N EXTERIOR , Vs GRANULAR FILL BOLTED TO STEEL BEAM WITH 6MIL POLY ON EXTERIOR V �• � � .1 . . • p - I 1/2 " DIA. BOLTS® 48" o.c. STAG. ' V STEEL COLUMN .p • • a ( • a � °• � o % CONC. SLAB 'p �. ROOF JACK STEEL BEAM ANCHOR BOLT EMBEDMENT: \, COMPACT FILL —► �• POURED CONCRETE: 7" 4" x 1/4" x 8" STEEL O •p i / " i + °o • BLOCK WALL: 15" _ _ p „ w ROOFING LAPS TOP AND BOTTOM PLATE KEYWAY FOOTING o V P • • 4 • 1 FLASHING AT WITH 1/2" x 6" ANCHOR BOLT �,e �'p �• p C CONC. FTG. •p Q•p o• USE WITH 3x3 SQUARE WASHERS SIDES AND TOP 1/2" GROUT O ANCHOR BOLT CONNECTION (USP LBPS58 OR BP583) REINFORCING BAR DRAIN TILE p ANCHOR BOLT CONNECTION FOUNDATION 5/8" DIA. ANCHOR BOLT 1 I I • 10 KIPS _ 3" STEEL COLUMN SUPPORTING MAXIMUM SPACING FLASHING LAPS ( ) I I SILL PLATE TO FOUNDATION 1 STORY 72"OC ROOFING AT BOTTOM CIO CRAWL SPACE OR FOUNDATION SILL PLATE TO FOUNDATION TYPICAL BEAM DETAIL TYPICAL NEEDECONC.D FOUNDATION. APPLY PILASTERS MIN. 3" STEEL COLUMN ANCHORED TO 24"x24"x12" CONC. FTG. CRAWL SPACE OR FOUNDATION 2 STORIES 36"OC STEEL BOTTOM BEARING WHERE NEEDED FOR STRUCTURAL BRACING. / ALL BOTTOM PLATE TO FOUNDATION SLAB-ON-GRADE 1-2 STORIES 57"OC ROOF JACKS & VENTS DETAIL SUBFLOOR CONC. SLAB 6X6 10/10 WWM GARAGE DOOR FRAME COMPACT FILL DOORJOIST USE 2X8 STEEL BEAM FOR BLOCKOUT " 4" SLAB // W/ 6X6 WMM \I SLOPE • ,• '• P.T. PLATE 1/2" AIR SPACE 1 A- . sM 4"DRIVEWAY —w_ NOTCH JOIST AND ADJUST HEIGHT 1O/6/2OL 1 • •�'� AT END AND ,. 7 1 2" •. (WITH A NAILING PLATE IF NEEDED) a - •p e• • •• TO BE APROX. 1/2- OR HIGHER THAN GRADE ' !� ES WOOD �p C • STEEL BEAM TO ALLOW FOR SHRINKAGE ' d ,= --a------a--'--+ a a a f. ,L�•p B'AMSOF a °p •• • • (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED) 12" 'p .C•'p t' 6X6 W.W.M. ,- -a:-a �.- a- f• sA I I iil • - G o. o•� o•:p _ SCALE: SEE PLAN MIN. a,e0 •n, ep 'w C•p �•p A,• � .° `NOTCH BEAM FOR MUDSILL IF REQUIRED -- MAXIMUM p � eSUBFLOOR d REINFORCING BAR / •' .C -► REINFORCING BAR .� NOTCH EQUALS 1 4 DEPTH OF BEAM s p.s o �o �° Ilj � �101ST DRAIN TILE I,� so •e ._ SHEET METAL/ 30# FELT UNDER BEAM AT POINT • C 1%.A 0 ° STEEL BEAM 12 OF CONTACT WITH CONCRETE OR CONC. B-OCK - SHEET N O. 3" PLATE (BOLTED TO BEAM) TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH (2) #4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. ° SHIMS TO LEVEL BEAM REINFORCE FOOTING WITH (2) #4 REINFORCING BARS. 3" MINIMUM BEARING SURFACE FOR WOOD BEAM GARAGE DOOR BLOCKOUT oa�O F BEAM POCKET \ SICIN J 631.298.2250 michael@mchdesignservices.com GENERAL NOTES WIND FRAMING NOTES NAILING SCHEDULE PLAN CONTENTS: 1).RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL 1-1/4"x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. NAIL NAIL RESIDENTIAL DWELLING JOINT DESCRIPTION NOTES BUILDING USE When a collar tie is used in leu of a ridge strap,the number of 10d common nails required QTY. SPACING CONSTRUCTION NOTES: in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. RAFTER TO 8'WALL:3-8d COMNON EACH BUILDING HEIGHT (SEE PLANS) TOP PLATE 10'WALL:4-8d COMVIO RAFTER TOE-NAIL TOTAL SQ.FT.OF CONSTRUCTION (SEE PLANS) 1).The information within this set of construction documents is related to basic design 2).RAFTER-TO-WALL ASSEMBLY: UNIFORM CODE)COMv10N EACH DESIGN CRITERIA intent and framing details.They are intended as a construction aid,not a substitute Lateral framing and shear wall connections for rafter,ceiling or truss to top plate shall be in CEILING JOIST 8'WALL:3- TOE-NAIL ( ) 2020 IRC,2020 NYS UNIFORM FIRE PREVENTION AND BUILDING CODE for generally accepted good building practice and compliance with current New York accordance to table 3.3.When a rafter or truss do not fall in line with studs below,rafters TO TOP PLATE 10'WALL:4-Bd COMACI JOIST FRAMING ELEMENTS AS PER FLOOR PLANS,CROSS SECTION,DETAILS,AND GENERAL NOTES State building codes.The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEILING JOIST TO AS PER TABLE 3.i EACH FACE DESIGN LIVE LOAD(PSF)R301.5 construction details and procedures to ensure a professionally finished,structurally the to the wall stud with uplift connections.Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM-SBC LAP NAIL DESIGN DEAD LOAD(PSF)8301ALLS ALLOWABLE DEFLECTION OF STRUCTURAL AL MEMBERS 8301.7 sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. UNINHABITABLE ATTICS(S O STORAGE) 10 EXTERIOR(LIGHT FRAME)WOOD WALLS 15 RAFTERS GREATER THAN 3:12 PITCH LA 80 IP P P P CEILING JOIST LAPS AS PER TABLE 3.i EACH FACE UNINHABITABLE ATTICS(STORAGE) 20 EXTERIOR(LIGHT FRAME)STEEL WALLS 14 (NO FINISHED CEILING) 2).The General Contractor is responsible for ensuring that all work and construction 3).WALL-TO-WALL ASSEMBLY: OVER PARTITION WFCM-SBC LAP NAIL HABITABLE ATTICS AND 30 INTERIOR(LIGHT FRAME)WOOD WALLS 10 INTERIOR WALLS AND PARTITIONS HA80 COLLAR TIE AS PER TABLE 3 4 EACH FACE ATTICS WITH FIXED STAIRS INTERIOR LIGHT FRAME STEEL WALLS 5 FLOORS 1/360 meets current federal,state,county and local codes,ordinances and regulations,etc. Wall studs above and studs below a Floor level shall be attached with uplift connections in ( ) TO RAFTER WFCM-SBC END NAIL EXTERIOR BALCONIES AND DECKS 40 MASONRY WALLS 8 THICK CEILINGS PLASTER,STUCCO These codes are to be considered as part of the specifications for this building and accordance with table 3.3b.When wall studs above do not fall in line with studs below,the (" ) so ( ) U360 should be adhered to even if in variance with the plan. studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING EACH TOE FIRE ESCAPES 40 CEILINGS GYPSUM CONCRETE WALLS(6•THICK) 85 (GYPSUM) 1/240 2-8d COMMON GUARDS AND HANDRAILS 200 ALL OTHER STRUCTURAL MEMBERS U240 accordance with table 3-3. TO RAFTER END NAIL SIP WALLS to ^� 3).Dimensions shall take precedent over scaled drawings. RIM BOARD EACH END GUARD IN-FILL COMPONENTS 50 VEHICLE GARAGES(8301.5)PER 20 SQ.IN.200016s EXTERIOR WALLS(PLASTER.STER,STUCCO) H/360 (DO NOT SCALE DRAWINGS). 4).WALL ASSEMBLY TO FOUNDATION: 2-16d COMMOV PASSANGER VEHICLES so EXTERIOR WALLS(BRITTLE FINISHES) H/240 Q TO RAFTER END NAIL First wall studs shall be connected to the foundation,sill plate,or bottom plate with uplift NON-SLEEPING ROOMS 40 EXTERIOR WALLS(FLEXIBLE FINISHES) H/120 4).The designer has not been engaged for construction supervision and assumes no connectors.Steel straps shall have a minimum embedment of 7 inches in concrete WALL FRAMING: SLEEPING ROOMS 30 LINTELS(SUPPORTING MASONY WALLS) 1/600 responsibility for construction coordinating with these plans,nor responsibility for foundation and slab-on-grade,15 inches in masonry block foundations,or lapped under NAIL NAIL STAIRS 40 construction means,methods,techniques,sequences,or procedures,or for safety the plate and nailed in accordance with table 3.3b.When steel straps are lapped under the JOINT DESCRIPTION NOTES ROOF GROUND SNOW LOAD 20 precautions and programs in connection with the work.There are no warranties for a bottom late,3 inch square washes shall be used with the anchor bolts.Anchor bolt QTY- SPACING P P g P q TOP PLATE TO PER FACE NAIL EXPOSURE CATAGORY (DESIGNED FOR EXPOSURE C) specific use expressed or implied in the use of these plans. spacing is to be spaced and sized in accordance to table 3.2a.In addition to spacing, 2-16d COMMOt �� anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all TOP PLATE FOOT SEE NOTE:1 LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION 5).Refer to the Window and Door schedule for exterior openings. comers. TOP PLATES AT JOINTS FACE ROOF-FOUNDATION DETAIL PAGE&GENERAL NOTE PAGE 4-16d COMMO INTERSECTIONS EA.SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE 6).The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5).TYPE I EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACE or exceeds manufacture's specifications and applicable codes. Type 1 exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior 2-16d COMMO EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE rT 1 attached with 8d common nails at 6"o.c.at the panel edges and 12"o.c.in the field,and STUD O.C. NAIL Sym.: �/1 '■■iy P g FIRE PROTECTION SMOKE ALARMS TO COMPLY WITH NEPA 72 AND NYS 8314 NYS. iI_�`■i\ 7).The General Contractor is to consult with the owner for all built-in items 1/2 inch sum wallboard on the interior attached with 5d cooler nails at 7"o.c.at panel HEADER TO 16"O.C. FACE CARBON MONIXIDE ALARMS TO COMPLY WITH R315 NYS. r , gypsum P 16d COMMON SMOKE&CO2 DETECTORS & v such as bookcases,shelving,pantry,closets,trims,etc. edges and 10"o.c.in the field shall be in accordance with the length requirements specified HEADER ALONG EDGES NAIL in table 3.15a-b. TOP OR BOTTOM 2-116d COMMONPER 2x4 STUD END TRUSS DESIGN N/A-STANDARD STICK FRAME CONSTRUCTION 8).Wind load requirements shall be taken into account during construction. PLATE TO STUD 3-116d COMMONPER 2x6 STUD NAIL ENERGY CALCULATIONS 2020 ENERGY CONSERVATION CONSTRUCTION CODE NYS 19 NYCRR PART 124 6).TYPE II EXTERIOR SHEARWALL CONNECTIONS: BOTTOM PLATE TO: FOUNDATION NOTES: Type It exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate PER FACE NAIL O FLOOR JOIST,BAND JOIST, 2-16clCOMMO CLIMATIC & GEOGRAPHIC DESIGN CRITERIA 1 The General Contractor and Mason to review plans,elevations,details and notes to length adjustment factors in table 3.16. FOOT SEE NOTE:1,2 END JOIST OR BLOCKING )• P GROUND WIND SEISMIC FROST WINTER ICESHIELD determine intended heights of finished floor(s)above typical grade. SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT FLOOD 7).INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING: HAZARDS rT, Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED interior uu ^ 2).All footings to rest on undisturbed(virgin)soil. NAIL NAIL O 1� zhearwalls are used.Sheathing and connections shall be in accordance with JOINT DESCRIPTION NOTES MODERATE SLIGHT TO QTY. SPACING 2.4.4.2 and 2.2.4 respectively. 20 PSF 130 B SEVERE 3 FT. 17 NONE 3).Provide 1/2"expansion joint material between concrete slabs and abutting JOIST TO: PER TOE TO HEAVY MODERATE concrete or mason walls occurin in exterior or unheated interior areas. 4 8d COMMON n' g 8).CONNECTIONS SILL,TOP PLATE OR GIRDER JOIST NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: �, 7 Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE !�-•1 4).Any new concrete walls being attached to existing concrete structure shall2-8d COMMO with table 3.5.Window sill plates shall be have steel connectors in accordance with table TO JOIST END NAIL SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE v l be installed with#5 re-bar,18"long at 12"o.c..Use approved epoxy for installation. 3.5. EACH TOE AT PANEL EDGES SUPPORTS IN THE PANEL FIELD NOTES ^ BLOCKING 5).Unless otherwise noted,all slabs grade to be 3000 .Concrete to be TO JOIST 2-SdCOMMON END NAIL 4'PERIMETER EDGE ZONE 8d COMMON @ 6"O. 8d COMMON @ 6"O.C. SEE NOTES:1,3 . poured n 4 inch thick sand or gravell fill with 6x6 wire meshesh reinforcing. 9 CATHEDRAL CEILING ASSEMBLY:einforcing.Interior slabs ) BLOCKING TO: EACH TOE SEE NOTES:1(BOTH FIELDS) to be minimum 3-1/2 inch thick.All fill to be compacted to 95%relative density with Where a ridge is to be used as a structural beam,the rafters shall either be notched and 3-16d COMMO INTERIOR ZONE 8d COMMON @ 6"O. 8d COMMON @ 12"O.C. 6"maximum lifts(layers). anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge SILL OR TOP PLATE BLOCK NAIL NOTE:2 FOR PANEL FIELD along the open ceiling part of the building.Connections to the ridge and wall shall be be LEDGER STRIP EACH FACE GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4'0. Sd COMMON @ 4"O.C. SEE NOTES:13 6).Crawl spaces to be provided with a minimum 18"x24"access opening.Install oneattached with the above requirements. 3-16d COMMO MM 8x16 cast iron foundation vent for every 150 sq.ft.of area. TO BEAM JOIST NAIL TO BEAM NOTES PER TOE 7).Dampproof exterior of foundation with bituminous coating as required by current DECK AND COVERED PORCH NOTES: JOIST ON LEDGER s-sd COMMON JOIST NAIL O P� N.Y.S.Residential Construction Code.A 6-mil polyethylene film shall be applied over 1).Unless otherwise noted,all framing material to be#1 ACQ pressure treated lumber. BAND JOIST PER END THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. the below grade portion of exterior walls prior to backfilling. All fasteners,hangers and anchors to be galvinized or stainless steel. TO JOIST 3-16d COMMON JOIST NAIL 1).For roof sheathing within 4 feet of the perimeter edge of the roof,including 4 feet on each side of the roof peak, L 9).Drainage as required b current N.Y.S.Residential Construction Code. 2).Girders for deck joists to be bolted to each post with washers and nuts. BAND JOIST TO: PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. g q y J P SILL OR TOP PLATE 2-16d COMMON' FOOT SEE NOTE:1 Girders on concrete piers shall be anchored with proper steel connectors anchored F H EATH I N 2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. FRAMING NOTES into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. " For framing members with<0.42<G<0.49,the nail spacing shall be reduced to 6 inches o.c. 1).All framing techniques and methods as prescriptive design of current SBC High Wind 3).Posts supporting g g NAIL NAIL pportin girders shall be anchored to a 12"x12"x12"thick concrete footing. JOINT DESCRIPTION Edition Wood Framing Construction Manual. TY. SPACING 3).Tabulated 4 inch o.c.nail spacing assumes sheathing to rafter/truss framing members with G>0.49.For ^ Use a minimum 1/2"dia x Be"long anchor bolt with washers and nuts.Footings Shall be 3 ft. P g g g U below grade.Porches with covered roofs shall have 12"dia.concrete piers for the girders. STRUCTURAL PANEL 8d AS PER TABLE 3.8 framing members with 0.42<G<0.49,the nail spacing shall be reduced to 3 inches o.c. 2).Unless otherwise noted,all framing and structural wood material to be#2+BTR. WFCM-SB-- WALL SHEATHING REQUIREMENTS FOR WIND LOADS: Douglas Fir. 4).Deck joists to have blocking at 8'0 o.c.. CEILING SHEATHING: NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES SHEATHING LOCATION 3e Floors,walls,ceilings and rafters to be spaced at 16 inches o.c.unless noted 5).A minimum of 10 inch flashing shall be installed between the building and ledger. NAIL NAIL AT PANEL EDGES SUPPORTS IN THE PANEL FIELD otherwise. Ledger to be fastened to building with 1/2"dia.bolts with washers and nuts JOINT DESCRIPTION QTY SPACING Vol g g SEE NOTES:1,3(BOTH FIELDS) v where needed. 4'EDGE ZONE 8d COMMON @ 6"O. 8d COMMON @ 12"O.C. NOTE:2 FOR PANEL FIELD 4).Unless otherwise noted,all bearingwall headers to be 2 2x10#2+BTR.Doug.Fir. GYPSUM 7" O.C.EDGE ( ) g Sd COOLERS Bearing wall headers to have(2)jack studs and(2)full length studs on each side of all6).Concrete piers shall be a minimum 6"above grade. WALLBOARD 10"O.0.FIELD INTERIOR ZONE 8d COMMON @ 6"O.C. 8d COMMON @ 12"O.C. SEE NOTE:3 O openings.LVL headers to have(3)jack studs and(2)full length studs on each side of WALL SHEATHING: openings.Bearing wall window sills shall also have(2)window sill plates for 2x4 wall 7)_All joists to be supported with hangers and anchors.Each Joist shall also be anchored NOTES openings between 41 and 6'0 and 2x6 wall openings between 511 and 8'9.Provide fireNAIL NAIL to girder(s). JOINT DESCRIPTION THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. and blocking where applicable. QTY. SPACING 8).Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL AS PEP.TABLE 3.9 1).For wall sheathingwithin 4 feet of the corners,the 4 foot edge zone attachment requirements shall 5).All flush beams/headers to be installed with heavy duty galvinized hangers and PANELS 8d COMMON WFCM-SBC ) g q anchors where applicable to all connecting joists. PLUMBING NOTES be used. O 7/16"OSB 3"O.C.EDGE 6d COMMON 6).Double up floor joists under walls that run parallel to the floor joist and under bathtu . 1).All water supply,drainage and venting to be installed as per N.Y.S.Residential PLYWOOD 6"O.C.FIELD 2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to stud framing members with Floors to have ceramic tile installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM Sd COOLERS 7" O.C.EDGE G>0.49.For framing members with 0.42<G<,the nail spacings shall be reduced to 6 inches D.C. on plans. I WALLBOARD 10"O.0.FIELD 3).For exterior panel siding, alvinized box nails shall be permitted to be substituted for common nails. 7).Provide 2-1-3/4"thick microlams(height to match floor joists)around stairwell and/ r 2).Verify septic system with the Engineer for Suffolk County Health Department approval. FLOOR SHEATHING: P g g P other access openings unless otherwise noted(typical). 3).If wall studs,plates or joists are cut out during installation for any plumbing related work, NAIL NAIL JOINT DESCRIPTION 8).Dormer running up roof rakers are to be supported by double rakers on either side provide adequate bracing and plates to protect and secure the structure.Verify with the QTY. SP4CING 1).PROVIDE 5/8'TYPE-X SHELTROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. Dim where applicable unless Otherwise noted. state code and manufactures recommendation for maximum hole size and spacing permitted. 2).USE SIMPSON HANGERS AND ANCHORS WITH 2-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. pP STRUCTURAL PANELS 6"O.C.EDGE EGRESS OPENINGS MIN.5.0 SQ GRADE FLOOR 3).INSTALL 1-Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. HVAC SYSTEM NOTES ,"OR LESS 8d COMMO 12"C.C.FIELD (5.7 SQ.FT.2ND.FLOOR) 9).Provide blocking/bridging in floor joists at 8'0 D.E..Use solid blocking in floor joists MIN.44"SILL-AFF under all bearing walls. 1).Mechanical subcontractor is responsible for adhearing to all applicable codes and safety NOTES: NYS Residential Code providR302.1ed - cut off all concealed draft openings(both vertical and horizontal) 10).Provide insulation baffles at eave vents between rafters.Install draft blocking as requirements. NOTE: and t ofor an efeective fire barrier between stories,and between a top story and the roof space. THESE NOTES ARE ONLY TO BE REFERRED TO IF CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY g be provided in wood-frame construction in the following locations. needed. 2).HVAC subcontractor is to full coordinate all stem data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. EXISTING CONDITIONS.MINIMUM 3000#CAPACITY. Y system 9 1).In concealed spaces of stud walls and partitions,including fused spaces,at the ceiling and floor equipment Supplier. levels.Concealed horizontal furred spaces shall also be fireblocked at intervals not exceeding 10 11).Unless otherwise noted,all roofs and walls to have a minimum 1/2"thick,4-ply Fir feet.Batts or blankets of mineral or glass fiber shall be allowed as fireblocking in walls constructed CDX exterior sheathing grade plywood.Plywood to cover over plates and headers. 1).Nailing requirements are based on wall sheathing SOIL COMPACTION: 3).HVAC subcontractor to provide final using parallel rows of studs a staggered studs. p system layout drawing and submit it to the General nailed 6"on-center at the panel edge.If wall sheathing Contractor and owner for final review and approval. is nailed 3"on-center at the panel edge to obtain higher 1).NEW FILL TO BE CLEAN OF ORGANIC MATERIAL CONTRACTOR 2).At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, 12).Unless otherwise noted use 3/4"thick T&G PTS Fir or Advantech plywood subfloor TO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL drop ceilings and cove ceilings. adhered with PL400 adhesive and screwed to floor joists.Finished floor to be installed shear capacities,nailing requirements for structural REMOVE AND ADD ADDITIONAL FILL AS NEEDED. ELECTRICAL NOTES: over subfloor as per manufacture's instructions. members shall be doubled,or alternate connectors, 3).In concealed spaces between stair stringers at the top and bottom of the run.Enclosed spaces P 2).COMPACTION OF NEW FILL SHALL BE AT LEAST 95%PROCTOR under stain shall comply with current N.Y.S.Residential Code. 10/6/2021 1).All electrical to be installed as per N.Y.S.Residential Construction Code. Such as Shear plates,shall be used to maintain load path. DENSITY(PER ASTM D 698 AND ASTM D 1557).COMPACT THE 13).All bathroom walls to have 1/2"thick moisture-resistant sheetrock.Garage walls and SOIL AT 12'LIFTS(TYPICAL).CONTRACTOR TO HAVE FILL 4).At openings around vents,pipes and duds at ceiling and floor level•to resist the free passage of ceilings and over furnace to have 5/8"thick type-x sheetrock.All other parts of building 2).All electrical work shall be approved by a qualified Underwriter. 2).When wall sheathing is continuous over ccnnected TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION. flame and products of combustion. to have regular 1/2"sheetrock.All walls to be taped and finished. members,the tabulated number of nails shall be permitted 3).DO NOT BACKFILL UNTILL FIRST FLOOR DECK CONSTRUCTION, 5).For the fireblocking of chimneys and fireplaces•as required by current N.V.S.Residential Code. 3).All electrical work to comply with 2014 NEC. to be reduced tol-16d nail per foot. INCLUDING SUBFLOOR,IS COMPLETE. SCALE: SEE PLAN 14).All roof with a pitch less than 4:12 shall be installed with an Ice&Water barrier or approved equal.Flat roofs shall be applied with a Fiberglas base sheet with an EPDM 4).Install Smoke detectors and Carbon Monoxide detectors throughout as per section R314 torch down type material over. and R315 of IRC. 16).All sill plates and wood in contact with concrete to shield INSTALL treated.Sill plates to EXTERIOR FIBERGLASS COLUMNS TO BE HB&G SHEET NO■ be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. OR APPROVED EQUAL srnWITH CAP ■ BASES.AND USEWITH FLASHING CAPS TO COV RV r � DEj . Z 02'2.51/ J