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HomeMy WebLinkAbout45895-Z ��o��Si1FFUt,�corfi Town of Southold 3/2/2022 Gym P.O.Box 1179 co C* _ rr,�+ 53095 Main Rd Southold,New York 11971 =z CERTIFICATE OF OCCUPANCY No: 42875 Date: 3/2/2022 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 1265 Brigantine Dr., Southold SCTM#: 473889 Sec/Block/Lot: 79.4-54 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 2/22/2021 pursuant to which Building Permit No. 45895 dated 3/9/2021 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: alterations and additions, including outdoor shower, screened patio and raised patio,to existing single family dwelling as applied for. The certificate is issued to Clements, Stephen&Rosalie of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 45895 9/27/2021 PLUMBERS CERTIFICATION DATED 1/5/2022 A N PMd Piecuc t ri e Signature S11frFOL Ir TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE co "oy • ��f, SOUTHOLD, NY poi� Sao. 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#: 45895 Date: 3/9/2021 Permission is hereby granted to: Clements, Stephen 15 Tomkins Ct Commack, NY 11725 To: construct additions and alterations to existing single-family dwelling as applied for. At premises located at: 1265 Brigantine Dr., Southold SCTM # 473889 Sec/Block/Lot# 79.-4-54 Pursuant to application dated 2/22/2021 and approved by the Building Inspector. To expire on 9/8/2022. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $398.80 CO-ADDITION TO DWELLING $50.00 Total: $448.80 Buil mg Inspector SOl Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G•� aQ sean.devlinc@-town.southold.ny.us Southold,NY 11971-0959 Q�ycOUIV'iV,�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Stephen Clements Address: 1265 Brigantine Dr city:Southold st: NY zip: 11971 Building Permit#: 45895 Section: 79 Block: 4 Lot: 54 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Daniel Wilcenski License No: 4723ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1st Floor X Pool New Renovation X 2nd Floor X Hot Tub Addition X Survey Attic X Garage X INVENTORY Service 1 ph X Heat Duplec Recpt 47 Ceiling Fixtures 8 Bath Exhaust Fan 2 Service 3 ph Hot Water Gas GFCI Recpt Wall Fixtures 4 Smoke Detectors 4 Main Panel 200A A/C Condenser 1 Single Recpt Recessed Fixtures 31 CO2 Detectors Sub Panel A/C Blower 1 Range Recpt Ceiling Fan 6 Combo Smoke/CO 2 Transformer UC Lights 2' Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches 27 4'LED 2 Exit Fixtures Pump Other Equipment: Fridge , Oven, DW, 200A Panel 42 Circuit/ 31 Used Notes: Whole House Renovation Inspector Signature: Date: September 27, 2021 S.Devlin-Cert Electrical Compliance Form OF SUUTyolo Town Hall Annex Telephone(631)765-1802 54375 Main Road N Fax(631)765-9502 P.O.Box 1179 G �Q Southold,NY 11971-0959 O BUILDING DEPARTMENT JAN 1 0 2022 TOWN OF SOUTHOLD BUILDING DEPT. TOWN OF SOUTHOLD CERTIFICATION Date: Building Permit No. Owner: IL (Please print) Plumber: �I e o f', (Please print) I certify that the solder used in the water supply system contains less than 2/10 of I% lead. Lumbers Signature) Sworn to before me this day of 20 _ SUSAN A.RIZZO Notary Public,State of New York No.01 RI6183459 Notary Public, ��G �`C County Qualified in Suffolk County Commission Expires March 17,2028'� l�/V 1. 17/ ya0f SOUI,fo TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPEC . ON [ ] FOUNDATION 1ST [ ROUGH PLBG.. [ ] OUNDATION 2ND- [ } INSULATIOWCAULKING [ FRAMING/STRAPPING [ ] FINAL [- ] . FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] _FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: l &A • wiloo DATE 0 INSPECTOR AOFSoup, �� ( � 1 ✓� f� # # TOWN OF SOUTHOLD BUILDING D T. 765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PL13G. [ ] FOUNDATION-2ND [ ] INSULATIOWCAULKING - [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE &"CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION f ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) - [ ] " ELECTRICAL (FINAL) " [ ] CODE VIOLATION [ ] PRE C/O REMARKS: AY 40, DATE INSPECTOR. c - 7 apF SOUIy O# TOWN OF SOUTHOLD' BUILDING DEPT. 765.1802 INSPECTION j ] FOUNDATION 1ST [ ] OUGH PLBG. [ ] FOUNDATION 2ND [ INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [' ] 'FIREPLACE -&`CHIMNEY [ f FIRE'SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ " ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: DATE - INSPECTORIk)c two-, pF SOUTdp� f # TOWN OF SOUTHOLD BUILDING 'DEPT. cou765-1802 'INSPECTION [ ] FOUNDATION 1ST [" ] ROUGH PLBG. [ ] FOUNDATION 2ND lNSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [' ]_ FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) `�-� ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O _REMARKS:v1,T lYt: C2 7Z- - ,) DATE INSPECTOR I� � BOE SOUI,�, ,`off 06 # TOWN.OF-:SOUTHOLD BUILDING DEPT. oy � 765-1802 :INSPECTION [ ] FOUNDATION 1ST [ ] R UGH PL13G. [ ] FOUNDATION 2ND - [ ] SULATION/CAULKING : [ ] FRAMING/STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE"RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O 64- am "A KS: I 01, A 4a�I 610 (�:n6 04k ('10 A2 03(1 9� DATE °� Q 7i0Y� . INSPECTOR oFSyo� 6� l2 1�S" T-Or # # TOWN OF SOUTHOLD BUILDING DEPT. �o • �o 765.1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ]' FOUNDATION 2ND , [ '] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION �j ] .FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) Ko ELECTRICAL (FINAL) [ ] CODE VIOLATION ] PRE C/O REMARKS: DATE: �eT INSPECTOR " • +- 'iii-° r .;�: �, - �'� § � • i. e r mac% s _ r � { -62 ow AL 11 � _ y y �.ti�a �7y-1 4 Am IL :� �$"',y{.. ,g - �e. 4V Mownd ♦ - F t - S w ,r x, i I � . . INA, :». nJ anhl ---- Ianh1 - r-r IF v'+Y ... r 'Aim 31ii1. - 4�sy. .,� Y /� `��",• _ ? 'N`� [ - t, J w.•JY� ,� Y 4' , i Condon Engineering, P.C. New York State Licensed Professional Engineers 1755 Sigsbee Road 631-298-1986 Mattituck,New York 11952 Fax 631-298-2651 condonengineering.com E C E E November 10, 2021 DEC 062021 ING DEPT Mr. Mike Verity TOWN OF SOUTHOLD Chief Building Inspector Southold Town Building Department 53095 Route 25 P.O. Box 1179 Southold, New York 11971 Re: 1265 Brigantine Drive, Southold, NY 11971 Dear Mr. Verity: I inspected the flitch beam installed in the living room which the two plates are installed on one side of the existing beam. I found the method of construction to be structurally acceptable and installed in the location shown on the approved plans. To the best of my knowledge the beam was installed in accordance with New York State Building Code standards. If you have any questions, please call me at 631-298-1986. Yours truly, nn, P.E. rj� NEW �® :u �® 051613 �- FIELD INSPECTION REPORT DATE COMMENTS FOUNDATION 1ST 'FOUNDATION(2ND) tali � r a . ROUGH FRAMING& goor H i PLUMBING V 14 W+Aloo 9.001, rb p INSULATION PER N.Y: H STATE ENERGY CODE Affo Ayl h h.. n FINAL to A .� �-�e-- ►G dl7N� V ADDITIONAL CQMMEN C 00 .—VA, ko- � b QMH y d 021W/2021 12 :12 16314991208 CL6MENT5 'PACE 03%03 TOWN:CW SOUTMOW BHYLD]ING I'DUMTl�M I' Town Hall Annex 54375 Main Rdd.10.Box 1179 Southold,NY 11971-0959 Telephgrie(63:1)765=1$02 `Fa (631)75 9502>hts.flWwrnr southrtdtaioc Date Resealed QP1.1L.I. ING-PER a ,r b. ft $ � 1 Forofflee;useonly �`� `"' ' i� � FEB 22 2021 PERMIT NO. 6uliding lnspectord_ 'Applications and form mast be: Nsd out In theic.`enttrety'.Inco�nplate k s y, {{ apptlCatians wrN'tsot be`;accepted;�Aftere'**:ApOt ant b•nol the owrtRr;air Owner's Authors#arnl(Page ZJIfba cempTekl - pate.IMI/M21: . . :... ;tAtlf�lS�t!F Rt�lr�i*R'1'1l` `. Nameph"and,Rosilie Clements scrM.#soon=78-4-54 Physical Address 1 265 13ri antin6 QfiVe, S�l3tifh0ld, Y1,1971 Phone#:631'-793-7L38 irmail:r0981Gl11711C tT15t7.E'Af1'1 Mailing Address 15 TOmklns Ct;Commack, NY 1:1725 Name.-Eileen Wingate For Miet IVlan StuidiQ .. ;wfading Address X905 Vltesx AAM I d, Mattituek, NY 11:952 . . phone#:516-$18-0754 Email;Eileen Q Ctu�etmanStudio Com nE�Sli'aN PIioFES51oNA�INEQRMA110N: Name Condon �ngineenng, Malhrlg:Address:l755 bee Read. . phone#;631-2 $-1988 Emaili candQCletlgQptQrillne f1Gt. �QIAC"t`+C1R�1�1:�""il`ji0llif a ,: Name:Tgp Mafiift Address; Phone#: Emarlc I S+C NI N GP s'ti 1i iE+tU N {]New Structure AddOil n [Alteration 0 Repair �Demolition Estimated Cost 6 Pro}ect: pq OQther E! !Etv uPCRn p;Iv 3fm.PIEAR PC> 11 Will thelotbe"ta-graded? Yes IN 6 Will excess.fill be removed#rom premisW Qy4t DNo 1 < 02/02/2021 12 .12 16314991208- CLEMENTS: PAGE 02/03 PROPERTY 1NFORMATtQN 4` Existing use of property (NGLE FANCILY HOME. Intended use of property SAME x4na or u ,dtstrrct in.whieh prerrli5e5 is situated;* ;` Are there any covenants and restrictions until respect.to Rte - this property? C]Ye5 BNo IF YF5,PROVlt)E A COpY., 3he+cltt t Re�itiE; 'lhaoWrtrr/ct�slt'pftlipIa � ldl , away ;pt�l ter altha ardl rG t►ri i 1rMRtxEt t `:S It lcur tttt�rl e#s tin tai, Z04 �rc�rtgitlYa+s+ngsdtaStatk,tt�.#pttigS�ndoH►$rppct+ntitrtaes�glRsrdoItiirt6aoaton ofida , #rdl�0[tiy'�p1itfk {91rib8t�lY.d �lsCtrt.lh4�' CrY + >dll7tlaM,tfTtllfCa$rb1 +tOdC, oasE ttanirifiicaaseddesmrson p►eretlsks seedfak�i, rnry?� 1�eins;�ct�delQtn aye 1►S11Y1La3,tS3At11#i3L4111k1tltftQ1H51t�I1tt0112D�Ud1� 1A11f4Fk5[ 1PEtt�ffW. AQP1tCalt $ttblMlIm"d AV.(prlrlt;narne): NAuttwrked'AgeaYt - Owner SignEture of APPIkont:: Dates:: STATE;OF NEW YORK) OLEtENVi1'GAT Ming dafy sworn,.deposes.and say3:t at ts)he�s:hO applicant (Name of individual signing contrasty abi$ve named, {s) a is.the AGENT FOI Q11 NER. (Cpntraator,Agent,CorpQrat Officer, of said owner or.owners,and.Is::duiy authorized:to.Aerform or have performed the said work and b make altd file,this 'ap' that-elt statements contained in this epplicat�on:a true to the best:of his/her knowledge .04 bel f;and that the-work wiit be:pertormed+n:0l 6 manner set forth in the application flie therewith; .Sworn before Me this . . is qday,of: Notary Pub& .PAOPEUY WNEg Ar. 'gg#IZATIOIVi (Where the applrGan't is not:* owner) t ` CTrMKINRQSi `L . METS. 1T ' g _. .. _ CQMM.ACK, NYdo hereat'author►:eCUIET`MAN STUDIOQ:appiv ort my#�eh�i f to the Townof.Soirthnld 8uiidmg:pepartrnent forappcaval as desGrrbet#'herein,: 2�021 . awner's;Signature: Date ROSA : CL m ENTS Print Owner's:1Vari,e Q BUILDING DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD i 14 cm - ; " To Hall-Annex "54375Main Road- PO-Box 1179 ca ON - MAR 3 1 20 �' Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 oldtownn gov — seandasoutholdtownny. ov eP t- ._ APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (Ail information Required) Date: Company Name: ( s -7 fle�- Name: ���,., �° _.• License No.: cl72-�_,o•E email: Phone No: 3/,2316- bmf Y ®I request an email copy of Certificate of Compliance Address.: • f. 31 5 fa L,+k J .�c. I l cr—7 1 JOB SITE INFORMATION (All Information Required) Name: cl e 1` S . Address: Cross Street: l Phone No.: Bldg,Permit#: email: �- .-Tax Map District: 1000 Section: Block: Lot BRIEF DESCRIPTION/OF WORK(Please Print Clearly) , Check All That Apply: Is job ready for inspection?: []YES ONO []Rough In Final Do you need a Temp.Certificate?: ❑YES (ONO Issued On Temp Inform tion: All information requir Service Size Ph 03 Ph Size: A #Meters Old Mete F]New Service Service Recd ect Undergroun ON #Underground Laterals QH a❑Foie ork done on Se ?. ❑Y Additional Information: PAYMENT DUE WITH APPLICATION Electrical Inspection Form 2020.xlsx � 11vl2A PERMIT# Address: Switches Outlets GFI's Surface I 1 Sconces H H's UC I_ts .1V Fans ) 4 Fridge HW Exhaust C Oven Dryer Smokes DW ,P Service II Carbon Micro Generator Combo I Cooktop Transfer AC � AH Mini Special: Comments: REVISIONS GENERAL NOTES: ! APPLICATION FOR BUILDING PERMIT j. 1.BE ACCORORK DTERIALANCE EWI HTHE202ND EQUIPMENTNEW SHALL NEW SCREENED PATIO AND INTERIOR ALTERATIONS �. BE W AUNIFOR BUILDI G CODE,A N T YORK ! STATE UNIFORM BUILDING COOS,AND THE NEW L------ YORK ANDLSTATEENERGYCONSERVATIONCODE, C—" "- 1 AND LOCAL AUTHORITIES. I �I 2.ALL CONCRETE SHALL BE STONE O I; AGGREGATE WITH A MINIMUM 28 DAY r uj I STRENGTH OF 3000 PSI. f 3.ALL LUMBER SHALL BE GRADE STAMPED W DOUGLAS FIR-LARCH STRUCTURAL GRADE 92 •I OR BETTER. j ual u, F 4,PROVIDE OOUBLE HEADERS AND TRIMMERS I AT ALL STAIRAND FLOOR OPENINGSPOSTS _ u ° AND PARALLEL PARTITIONS,EXCEPT AS NOTED :_- r ON DRAWING. I O Z 5.BRIDGING TO BE PROVIDED FOR ALL JOISTS lyf 'I W i AND FLOOR BEAM.SPACING NOT TO EXCEED 8 z r z 6.ALL DIMENSIONS AND GRADE CONDITIONS TO \ C3 . i BE VERIFIED 8YCANTTPACTORIT PRIOR TD /�- \_� Z _J START OF CONSTRUCT ION AND ORDERING OF \-�\ S�Qe O S MATERIALS.THIS FOUNDATION HAS BEEN 0�1 DESIGNEDFORA SOILBEARINGCAPACRY OF i, \_ • Q V TWO(2)TSF AND GRADES LESS THAN 5% CONTiiACTOR SHALL VERIFYTHAT THESE G I CONDRIDNS ARE MET.ALL FILL BENEATH CONCRETE SLABS TO BE COMPACTED TO 91% % \-` II Z RELATIVE DENSITY. I 7.DO NOT BACKFILL AGAINST FOUNDATION �' \j-\ W �. t WALLS UNTIL FLOOR SYSTEM IS INSTALLED. / - ��,� ?Qs B.ALL HEADERS 6 FT IN LENGTH AND OVER TO •-\9T BE SUPPORTED BY DOUBLE UPRIGHTS,9 FT !(j N II AND OVERBY TRIPLE UPRIGHTS.ALL HEADERS ; Q i `f \- TOSEMINIMUMOF(2)2x8'ORASNOTED h EXI WG ) j ,STDs. Y LOCATION NEW I; z B.PROVIDE FIRESTOPPING AT ALL LEVEL iI w�//I/ :%'_-_" FRAME HOUSE/ O SHOWER OUTDOOR SHO I Ii PENETRATIONS. -- �5'0"X 5,6,r� _ -- 10.PROVIDE FLASH TS.E ALL ROOF BREAKS. ,V / 1 ti CHIMNEYS,SKYLIGHTS,EXTERIOR DOORS, WINDOWS.DECKS.ETC. t 11.DO NOT SCALE DRAWINGS 12.DESIGN CONSULTANTS OR RECORD ARCHITECT-ENGINEER ARE NOT RESPONSIBLE •'\�- 11 I • FOR THE fNSPECTION,SUPERVISION,OR \ I' ADMINISTRATION OF THIS CONSTRUCTION PROJECT.FEDERAL,STATE AND LOCAL 70NING �\ _ •! `�/ ANDBUILDING CO DE COMPLIANCE SHALL BE '-\ f_ _ _ ?.�J•.• �Ao��� �I �I C Z I, cp THE RESPONSIBILITY OF THE CONTRACTOR(S). - \ �-'?'� GJ w- 13. pJ,Y I II 13.DESIGNER,ARCHITECT,OR ENGINEER MUST `% � G w II BE NOTIFIED IN WRITING BEFORE ANY 4G'gQ \ o 0 a CHANGES ARE MADE TO PLANS. x{'v -_\ ry \„ /3• C 14.ELECTRICAL AND MECHANICAL '-\ 1 I' UC. I COMPONENTS TO BE DESIGNED AND SPECIFIED ' BY OTHERS. 15.CONTRACTOR SHALL OBTAIN ALL PERMRSI— AND INSURANCE NECESSARY I PROTECTTHE ENGINEER AND OWNER. B3Q• --\ , w , PROPERTY LOCATED AT: Q —_ 1265 BRIGANTINE DRIVE SOUTHOID,NY 11877 \ --� --_ --' - TOWN OF SOUTHOLDI COUNTY OF SUFFOLK,STATE OF NEW YORK I LOT SQE DISTRICT:1000 SECTION:79 BLOCK 4 LOT:54 A , I� ' -.esexF . 'PROJECT: 2021-005 BUILDINGS PATIO AND DECK DRAWN BY:DLB mw. E°�"° �' DESIGN CRITERIA: ' I m J CHECKED BY:JC w LIVE LOAD OF-AD LOAD —{ r rxanosfn vnovosm � ._—... —_._. GROUND SNOW LOAD 25 PSF. 15 PSF. DATE: FEEL 10,2021 LIVING AREAS AND DECKS 40 PSF. 15 PSF. SLEEPING AREA 30 PSF. 15 PSF. -'— 1 " ATTIC 20 PSF. 15 PSF. (SCALE: 1'=20'-0 1 WIND SPEED 14OMPH SEISMIC DESIGN CATEGORY B SHEET NO: zNoe.s: WEATHERING SEVERE —) %I FR DEPTH 36'MO �': '1 I D �HW. i( ROOFRUN-OFF DECAY SOFF i � S EILD REQ. YES ,I t I ' - , i REVISIONS: GENERAL NOTES: APPLICATION FOR BUILDING PERMIT 1. ALL WORK MATERIAL AND EQUIPMENT SHALL BE IN ACCORDANCE WITH THE 2020 NEW YORK NEW SCREENED PATIO AND INTERIOR ALTERATIONS _ STATE UNIFORM BUILDING CODE, AND THE NEW ---------------- YORK STATE ENERGY CONSERVATION CODE, I AND LOCAL AUTHORITIES. 2. ALL CONCRETE SHALL BE STONE AGGREGATE WITH A MINIMUM 28 DAY 0 ' STRENGTH OF 3000 PSI. APPR VED AS NOTED OCCUPANCY OR �- 3. ALL LUMBER SHALL BE Q DOUGLAS FIR-LARCH STRUCTURAL GRADE#2 DATE: B.P.# sU USE IS UNLAWFULLu OR BETTER. FEE: Bl': NORTH WITHOUT CERTIFIn , I NOTIFY BUILDING iEPar3TMENT AT 4. PROVIDE DOUBLE HEADERS AND TRIMMERS �+OF OCCUPANCY J 765-1802 8 AM TO 4 PAA FOR THE � � AT ALL STAIR AND FLOOR OPENINGS, POSTS FOLLOWING INSPECTIONS: C AND PARALLEL PARTITIONS, EXCEPT AS NOTED ON DRAWING. 1. FOUNDATION - TVj'O REQUIRED I O ti FOR POURED CONCRETE ER m 5. BRIDGING TO BE PROVIDED FOR ALL JOISTS 2. ROUGH - FRAWNG' � PLUMBING EW- e�- AND FLOOR BEAM. SPACING NOT TO EXCEED 8 3. INSULATION FT. 4. FINAL - CONSTRUC i;0N MUST BE COMPLETE r-'IR C.J. z 6. ALL DIMENSIONS AND GRADE CONDITIONS TO ALL CONSTRUCTIONSTALL MEET THE Z BE VERIFIED BY CONTRACTOR(S) PRIOR TO Ab �' "" REQUIREMENTS OF THE CODES OF NEW Q --� START OF CONSTRUCTION AND ORDERING OF 40 00 / -,. �" $• YORK STATE. NOT RESPONSIBLE FOR 0 MATERIALS. THIS FOUNDATION HAS BEEN , O. / - � °46, DESIGN OR CONSTRUCTION ERRORS. COMPLY WITH ALL CODES OF 0 Z DESIGNED FOR A SOIL BEARING CAPACITY OF TWO (2)TSF AND GRADES LESS THAN 5% ` - 40''� NEW YORK STATE & TOWN CODE . CONTRACTOR SHALL VERIFY THAT THESE , ' AS REQUIRED AND CONDITIONS O- CONDITIONS ARE MET. ALL FILL BENEATH7�A_ Q CONCRETE SLABS TO BE COMPACTED TO 95% "T - W RELATIVE DENSITY. "" - S "T� I ".' ".�aBOA Z RUSTEES L� Lo 7. DO NOT BACKFILL AGAINST FOUNDATION ` '" Lu WALLS UNTIL FLOOR SYSTEM IS INSTALLED. "" y"IQs 9' Ix 11= U 8. ALL HEADERS 6 FT IN LENGTH AND OVER TO ' "" cn BE SUPPORTED BY DOUBLE UPRIGHTS, 9 FT 4 44i AND OVER BY TRIPLE UPRIGHTS. ALL HEADERS , TO BE MINIMUM OF (2) 2x8" ORAS NOTED O � EXISTING `" `"`--�._ W N 1 STORY '�- RETAIN STORM WATER RUNOFF Z 9. PROVIDE FIRESTOPPING AT ALL LEVEL FRAME HOUSE `'`- PURSUANT TO CHAPTER' 36 PENETRATIONS. ' �r-� - -_1 -� OF THE TOWN CODE. 10. PROVIDE FLASHING AT ALL ROOF BREAKS, CHIMNEYS, SKYLIGHTS, EXTERIOR DOORS, WINDOWS, DECKS, ETC. JI(( GRAVEL DRIVEWAY J 11. DO NOT SCALE DRAWINGS -�s P t --� PROPOSED COVERED PORCH cm � L 12. DESIGN CONSULTANTS OR RECORD ,'p '� Cn ARCHITECT-ENGINEER ARE NOT RESPONSIBLE / � FOR THE INSPECTION, SUPERVISION, OR "'a `-,v1 �! ® � ADMINISTRATION OF THIS CONSTRUCTION "` -� "/� ,PROJECT. FEDERAL, STATE AND LOCAL ZONING "-� _ -�iDPi, ' AQ� •� AND BUILDING CODE COMPLIANCE SHALL BE `` ~"`" ROPOSED'CpV ED.P CH �' THE RESPONSIBILITY OF THE CONTRACTOR(S). `" , .0 Lu U) .� 13. DESIGNER, ARCHITECT, OR ENGINEER MUST N. O°4s, ! 0 � BE NOTIFIED IN WRITING BEFORE ANY 40of `� N {-+ CHANGES ARE MADE TO PLANS. W N c, ,�• �® N 3,3, f 0 c 14. ELECTRICAL AND MECHANICAL / COMPONENTS TO BE DESIGNED AND SPECIFIED BY OTHERS. . '-� -- 15. CONTRACTOR SHALL OBTAIN ALL PERMITS AND INSURANCE NECESSARY TO PROTECT THE Z06. -- Ip ENGINEER AND OWNER. 3O PROPERTY LOCATED AT. 1265 BRIGANTINE DRIVE SOUTHOLD, NY 11971 TOWN OF SOUTHOLD COUNTY OF SUFFOLK, STATE OF NEW YORK ELECTRICAL II"�SPECTION REQuiRED ' LOT SIZE DISTRICT: 1000 SECTION: 79 BLOCK: 4 LOT: 54 20,663 S.F. PROJECT: 2021-005 BUILDINGS PATIO AND DECK EXISTING EXISTINGDESIGN CRITERIA: DRAWN BY: DLB 2,105 264 S.F.S.F. - ---- - PLUMBER CERTIFICATION �'LU(Ul�IN� PROPOSED PROPOSED LIVE LOAD DEAD LOAD ON LEAD CONTENT BEFOG' ALL PLO%IBING WASTE CHECKED BY: JC 224S. 9 S.F. GROUND SNOW LOAD 25 PSF. 15 PSF. CERTIFICATE OF OCCllP/t' WATER LIMES NEED LIVING AREAS AND DECKS 40 PSF. 15 PSF. SOLDER USED IN WA 1- TirTiTJr BEFORE COQ/EFiIAlG DATE: FEB. 10, 2021 GARAGE/SHED TOTAL SLEEPING AREA 30 PSF. 15 PSF. „ _ ,- „ 0S. . 273 S.F. ATTIC 20 PSF. 15 PSF. SUPPLY SYSTEM CANNJ SCALE: 1 - 20'-0" WIND SPEED 140MPH EXCEED 2/10 OF I% LEAD. TOTAL SEISMIC DESIGN CATEGORY B SHEET NO: 2,329 s.F. WEATHERING SEVERE FROST LINE DEPTH 36" TERMITE MOD. - HVY. ROOF RUN-OFF DECAY SLIGHT ICE SHEILD REQ. YES 0 C.F. ' REVISIONS: DEC. 22, 2020 JAN. 4, 2021 co M LUO uu J LUQ ® r co W r r Z > O O EXISTING a MASONRY ® W PATIO LU m 1J Lo cn cmU W I � I I I C3 I �a EXISTING EXISTING N KITCHEN DINING ROOM •� p ._ C, >- F.P. - F.P. _ ' Uj EXISTING ,0 cf) LIVING ROOM Ul) 0 ti EXISTING �3r I FOYER ' STOOP RRRR a4 kr Y;•� ��� I ----- ---- ---- ---- PROJECT: 2021-005 DRAWN BY: DLB CHECKED BY: JC DATE: FEB. 10, 2021 SCALE: 4" = 1'-0" LEGEND — SHEET NO: REMOVE ITEM ® EXISTING WALL PROPOSED DEMO PLAN 2 REVISIONS: DEC. 22, 2020 JAN. 4, 2021 Foundation Notes: The contractor is to verify all measurements in the field and any discrepancies are to be brought to the Engineer prior to construction. 1 -All concrete 4,000 psi after 28 days minimum. CO Z f 2-All rebar ASTM A-615 Grade 60. 0 35'-6" ....... 3 - Footings are to be installed on undisturbed virgin soil. The bottoms of all footings are to be installed a minimum of 3' below UJ grade unless indicated otherwise. J --- 4 -All snap off form ties are to be removed and remaining - ----------- r--------------------------------------- ---------------------------- � p nI g are to be sealed/grouted. t .., o e n s r ---------- Y I r I r -----------–––– --------------------------- — — --------- LLJ I 5 -The foundation contractor shall coordinate with the plumbing I I P.C.FOUNDATIOPJ WALL I I and electrical contractors relative to installation of sleeves and W 8" � I I I I other penetrations prior to pouring concrete. I I I I z I I BLUESTONE PAVERS I I 6 - Install isolation joints along foundation walls and at column and p II 4"P.C.SLAB other floor penetrations. VAPOR BARRIER I I UPON 4"CRUSHED STONE I I 7 - Installed contraction joints in the cellar floor slab every 18' minimum. I— !-- I I I I 8 - Foundation excavation is not to be back filled prior to the 9 I •.' I I : . I I I I I installation of the floor framing. CO UJ II UNEXCAVATED j j 9 - Backfill along foundation walls is to be clean material and is to be mechanically compacted in 6" lifts to 95% of maximum dry ILL! LO density. L1J I --- I 10 - Follow cold weather concrete treatment relative to add co I mixtures in accordance with ACI 212.3R. Use Air-Entraining admixtures per ASTM C260, AASHTO M154 or Water Reducing LLJ ----- ------------------------------------------------------------ ---------------- and Set- Controlling Admixtures per ASTM C494, AASHTO M 194 only. Do not use Calcium Chloride or other corrosive type 8"EXISTING FOUNDATION WALL I I admixtures I I I I I I I XISTING P.C.SLAB I I I I •� LO I I EXISTING NEW a) I I TOP OF FOUDATION ® EXISTING 4"STEEL COLUMN I I W �- UPON P.C. FOOTING(V.I.F.) I I r– I I GRADE q •� (D Z I I NEWCONCRETE r------ FOUNDATION WALL UJ U I I I ( I I I I I I EXISTING CONCRETE I I EXISTING(3)2"X 12"GIRDER I I EXISTING(3)2"X 12"GIRDER I I EXISTING(3)2"X 12"GIRDER I I I I FOUNDATION WALL -I-- �-- ------- ----F- - ------- --- Lo Ln —f - - ----- ----F---�-- f------ I —� ® .a+ I I I I I I I I I I I I I I I I I I I EXISTING RESIDENCE L-----J L-----J L------ L-----J 0 CU (NOT PART OF FILING) I I r I I I I NEW#5 STEEL I I J REINFORCING RODS r- I I @12'O.C.VERTICALLY 6 f r Ell; A n –––––––––––––––––––––––––––––––––– I I I I I I COMPACTED I I I I I I POROUS FILL ~ 584 I I j i i NO FOUNDATION CONNECTION DETAIL A SSMQ��l, I I I I II I L------------------------------- I I I I _-------J I PROJECT: 2021-005 I I IL---------------------------------- J I ----- - ---J DRAWN BY: DLB CHECKED BY: JC DATE: FEB. 10, 2021 SCALE: 4" 1'-0'• SHEET NO: PROPOSED FOUNDATION PLAN REVISIONS: INTERIOR DOOR SCHEDULE DEC. 22, 2020 Framing Notes: JAN. 4, 2021 QTY. BRAND MAN. CODE SIZE TYPE NOTES The contractor is to verify all measurements in the field and any discrepancies are to 1 BUILDER SPEC. 3068DBL 3'0"x 68" INT. DOOR CUSTOM MORTISED be brought to the attention of the Engineer prior to construction. 1 BUILDER SPEC. 2668LH 2'6"x 68" INT. DOOR Wood Framing 1. All lumber is to be No.2 or better Douglas Fir Larch(N)with the following minimum specifications: U) M UJFb=825 psi O 35'-6 _.... . Fv=95 psi 0 Fc perp=625 psi -- --- 6'----- -- -- ------/-- — ---- -- - - ---19'-6" --- -- -- --------— ----f E= 1,600,000 psi 2. All Parallam(PSL)Lumber is to have the following minimum specifications: UJI I Fb=2,900 psi —� Fv=290 psi Q _ Fc perp=750 psi `� ---------- -- ---- - - E=2,00 ,000 psi O --- - - -- --- 3.5"x 11.25 PSL IIII 3. All Microllam(LVL)Lumber is to have the following minimum specifications: NEW 2"x 8"R.R. NEW 2"x 8"R.R. @ 16"O.C. I @ 16"O.C. IIII r IIII Fb=2,600 psi I I m I IIII Fv=285 psi �.. I w IIII Fc perp=750 psi IIII of IIII E= 1,900,000 psi IIII ILII REBUILT Q I I I I_J _JI III 4. All Glued Laminated Beams(GLB)aka Anthony Power Beam are to have the J IIII a. 0- �I II I MASONRY following minimum specifications: II:IIU) � ti � III _. NIM PATIO �l cc I I LLry .. - ._..- Fb=3,0000 psi ih I I�I I III I II— A I I,I I x X' x I I,I I Fv=300 psi - I Id I XI in I I I Fc perp=805 psi EQ U�I MIE=2,100,000 psi IIIIM M III IIII NEW IIII IIII IIII 5. All beams fabricated with multiple Laminated Veneer Lumber boards are to be LU HHillillSCRE�NED I I nailed/bolted in accordance with the manufacturer's specifications. IIII PATIOLU 6. All TJIs are to be installed in accordance with the manufacturer's specifications and W shall include squash blocking and web stiffeners at bearing points on girders and I,I I 60°� 9Fo I other load bearing areas. CX15 AESLD2068 P� °se AESLD2068 EXISTING DOOR 7. All straps,connectors,plates,bolts,nails,etc.are to be galvanized or stainless --- ---- --—--—-- --- 2"x a"HDR. (2)1.75"x 9.5"LVL HEADER steel Designated connectors strap etc.on these drawings are made by Simpson 0 unless indicated otherwise.All connectors,straps etc.are to be nailed/bolted in - - - 4'-1"/--- -4'-10"*- - - f --- - 6'-8"- I--- - / i z accordance with the manufacturer's specifications. I - X -8' T. 8. All floor sheathing is to be 2332 inch AC type plywood,tongue and groove,with an m Cl) ;---- - - o APA span rating of 48/24. Floor sheathing shall be glued and screwed to the floor (. i= joists O.C.edges and 12 O.C. field o s(6d) 9. All wall sheathing is to be 15/32 inch APA Rated Exposure 1 plywood and shall be . -- --- nailed with 10d common nails 6"O.C.edges and 12"O.C.field. _! ilL I DW NEW 10.Solid blocking is to be installed every 8'max or mid span of all floor joists with spans exceeding 8'. 0 I I DINING ROOM: Lo 9 ' 11.Double joists are to be installed below parallel walls. mss•. cc O O NEW KITCHEN ... oc o 12.BI kin is t be installed at all point load bearing M _.__._....- ._..._._ .... L.............._.........._.._._....._�...:::::::::::i_.... `....._... I 9 P 9 Points. 1 13'-4.. _......_..._10'............... �o0 6s8 i 13.Walls are to be framed with 2x6 inch studs spaced 16 inches OC unless indicatedCD otherwise. . I LU BUILT-IN F.P. 14.All bolts nuts and washers are to be hot dipped galvanized. ---I------- --- NEW PANTRY ' SIDEBOARD PP I 1_411EXISTING ® = (2)1.75„x 11.25'LVL HEAD—ER Steel Notes I' , - LIVINGI ROOM EXISTING RESIDENCE EXISTING ,2� All steel is to be ASTM Specification A-992-50 ® fa (NOT PART OF FILING) �� j V r FOYER * All Tube Steel ASTM A500-GR-46 NEW LIP * All bolted connections are to be made with A-325 bolts. CLO. a�.., 4'-4” * All welded connections are to be done by a certified welder and conform to �A�� y -- -- I AWS and AISC standards. �f CJ 114 �� y EXISTING WINDOW EXISTING DOOR All weld joints are to use E70XX electrodes. o STOOP Steel is to be cleaned and shop prime with one coat TNEMEC 37-77 W Chem o Prime at 2.0-3.0 MDF. EXISTING * Y"web stiffeners are to be installed at all point load bearing points and over all BEDROOM 1-_ o column supports. �X � * All columns are to be bolted to steel girders with y"bolts and to wood girders �. c7 with y"lag bolts. E- X "' * All girder splices are to be made above columns. PROJECT: 2021-005 EXT'G WINDOW EXT'G WINDOW EXT'G WINDOW EXT'G WINDOW DRAWN BY: DLB CHECKED BY: JC DATE: FEB. 10, 2021 SCALE: LEGEND SHEET NO: ® NEW WALL ® EXISTING WALL PROPOSED FLOOR PLAN REVISIONS: DEC. 22, 2020 WINDOW SCHEDULE JAN. 4, 2021 CODE QTY. BRAND MAN. CODE SIZE TYPE NOTES A 1 ANDERSEN CX15 2'8"x 5'0" CASEMENT NO GRILL EXTERIOR DOOR SCHEDULE CODE QTY. BRAND MAN.CODE SIZE TYPE NOTES O 1 1 ANDERSEN AESLD2068/AEOD6068/AESLD2068 10'0"x6'8" PATIO DOOR NO GRILL, OLITSWING W J Lu®_ T` LLJ r ! i Mow- Z O O mmmmm i t i E i t{ t..9.■ € : E I : : € I > ,.:.a:.:.. ....i. t : .._..._ e. ..:.:.....+.i.e. i i :>.:.:._.::,.ii.:.....a i e_ E i 4i<....:a-,lt...i..._,""4—": i. ......,.._... Et 33 3a. t: E � E Iuj Lo ii[:.:'V' ! tLu \ it I"i it it ! r e , ... .....:.... r : 0 0lE i 1i , I: cI i:...,.<..s......::...,.i.E:, .iii LLJ / A it { i= f ` / 3 € <F ij.. .........: ii ■ w � N PROPOSED EAST ELEVATION REAR ■� ®cm �' c Z � y 4 C . 0 V. i 1 { " : E � � E i i I t i ■■yM��wa'�3w9M.�H a......'- K ElYP..� Z i I ri ' 1 p zti ; i r : 7 t i j t i EE jioE PROJECT: 2021-005 i ; I + s I \ I t ............ DRAWN ;sIE CHECKED BY: JC I { : 1 E . ATE FEB. , 2021 1 { � D 0 SCALE: " - 1'-0" SHEET NO: y .. PROPOSED SOUTH ELEVATION REVISIONS: TOWN OF SOUTHOLD TABLE R301.2(1) CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE SHIELD FLOOD SNOW SPEED DESIGN WEATHERING FROST LINE TERMITE DECAY DESIGN UNDERLAYMENT HAZARDS LOAD MPH) CATEGORY DEPTH TEMP. REQUIRED 20 PSF 140 B SEVERE 3-01 M-H S-M 11 YES NONE RAFTER Z TOP PLATE DESIGN CRITERIA BEING USED: 2020 INTERNATIONAL RESIDENTIAL BUILDING CODE AND _® Simpson LSTA30 Ridge 2020 UNIFORM NEW YORK STATE CODE SUPPLEMENT �— trap at each Rafter OR HEADER Simpson MTS30 Rafter Strap LU at each Rafter Tail J RAFTER OP PIAT NAILING SCHEDULE(WOOD FRAME CONSTRUCTION MANUAL 2015,PAGES 149 AND 193 STUD Joint Description Number of nails Nail Spacing ® LM r Root Framing wwwvTti Simpson H2A Hurricane Ties Rafter to top plate(Toe Nailed) 3-8d Per Rafter at each Rafter Tail Ceiling Joist to top plate(Toe Nailed) 3-8d Perjoist L T r Ceiling Joist to Parallel Rafter(Face Nailed) 6-16d Each lap Ceiling Joist Laps over Partitions(Face Nailed) 6-16d Each lap o Collar Tie to Rafter(Face Nailed) 3-8d Per Tie Q _ Blocking to Rafter(Toe Nailed) 3-8d Each an Rim Board to rafter(End Nailed) 2-16d Each end J a Framing ® 0 Top Plate to Top Plate(Face Nailed) 2-16d Per Foot 0 Top Plate at Intersections(Face Nailed) 4-16d Joints ea.Side Stud to Stud(Face nailed) 2-16d 24"o.c. Header to Header(Face Nailed) 16d 16"o.c,along edges O Top of Bottom Plate to Stud(end Nailed) 2-16d Per 2x4 Stud Uj 3-16d Per 2x6 Stud M 4-16d Per 2x8 Stud Uj nao Uj Bottom Plate to Floor joist,Band Joist,End Joist,or Blocking(Face Nailed) 2-16d ''z Per Foot 2 STRAPPING DETAILS Dor raming � � v NTS Joist to Sill,Top Plate or Girder(Toe Nailed) 4-8d Per Joist Bridging to Jois t(Toe Nailed) 2-8d Each End Blocking to Joist(Toe Nailed) 2-8d Each End Uj Blocking to Sill or Top Plate(Toe Nailed) 3-16d each block Ledger Strip to Beam(Face Nailed) 3-16d each joist Joist on Ledger to Beam(Toe Nailed) 3-8d perjoist Band Joist to Joist(End Nailed) 3-16d perjoist Band Joist to Sill or Top Plate(Toe Nailed) 2-16d per foot oo ea Ing Structural Panels 8tl Diagonal Board Sheathing 3"Edge 14"Field 32'x 118"PSL RIDGE BEAM 1"W or 1'x8" 2-8d Per Support = •� 1"x10"or Wider 3-8d Per Support 'L_ co CD 0 r Ceiling bheathing �-- Gypsum Wallboard 5d coolers 7"Edge 110"Field NEW ROOF •0) 0 Z ASPHALT SHINGLE Wall bneaming a .0 VAPOR BARRIER Structural Panels 8d 3"Edge 14"Field LU u) I 4"PLYWOOD I j : Fiberboard Panels 2"x 8"@ 16"O.C. 7116" 6d 3"Edge/6"Field 25132" 8d 3"Edge!6"Field I ; j I • LL's `!.+ L j Gypsum Wallboard 5d coolers 7"Edge l 10"Field 0 cc HardBeard 8d 6"Edge 112"Field Particleboard Panels 8d 6"Edge 112"Field j II II' Diagonal Board Sheathing I I I 1 I I VA"or 1"x8" 2-8d per support �,,• . 1"x10"orwider 3-8d per support 4"x 4"MCQ POST ! I i Floor Sheathing WRAPPED IN COMPOSITE I I I o I I Structural Panels �e1 ,`, !• CGU * 1"or less 8d 3"Edge 14"Field NEW MASONRY PATIO greater than t" 10d 3"Edge 14*Field I i I O I I BLUESTONE PAVERS Diagonal Board Sheathing SIMPSON ABU44 POST BF:ACKET WNAPOR BARRIER 1"x10"orwider 3-8d persupport P.C.SLAB x6"or 1"x8" 2-8d er su ort ', UPON 4"CRUSHED STONE P PP t� 1684 **ROOF SHINGLES: SFO FASTNERS FOR ALL ROOF SHINGLES SHALL BE GALVANIZED STEEL,STAINLESS STEEL,ALUMINUM I` • OR COPPER ROOFING NAILS MIN.OF 12 GAUGE SHANK WITH A MIN.OF 318 HEAD ATMF1667 OF A ' LENGTH TO PENETRATE THROUGH THE ROOFING MATERIALS AND A MIN.OF 314"INTO THE ROOF :., NEW 8"P.0 OUNDATION WALL SHEATHING,WHERE THE ROOF SHEATHING IS LESS THAN 314"THICK THE FASTNER SHALL PROJECT: 2021-005 UPON 18"x 12"CONT. FORTING PENETRATE THROUGH THE ROOF SHEATHING R905.26: ASPHALT ROOF SHINGLES SHALL HAVE A MINIMUM OF 6 FASTNERS PER SHINGLE. -------------------------------- ' • DRAWN BY: DLB -------------------------------- CHECKED BY: JC DATE: FEB. 10, 2021 SCALE: SHEET NO: SECTION A REVISIONS: EACH WINDOW TO RECEIVE(1)7116" THCK x SIZE OF WINDOW PLUS 4" EA SIDE CDX PLYWOOD 513116" LOOKOUT FRAMING (2)ROWS OF 8d NAILS o 3"0 C.STAGGERED RIDGE BOARD e INSTALL SIMPSON CS20 z WON SHEATHING TO ° ° SIMPSON H2 5A ON COLLAR TIE EVERY OTHER OVER OPENING Wl(18)8d NAILS OVERLAP TOP PLATE e 6" EACH OUTRIGGER 0 z Lu ° RIM JOIST TOP PLATE 6" 8'-11"MAX.SP N ROOF RAFTER e TOP PLATE o e I_ DOUBLE RAFTER 9 HEADER uu 0 CDs INSTALL SIMPSON CS20 x 24"EACH ° ° e J 0 DOOROR SIDE OF OPENING M(9)8d NAILS WINDOW AREAS HEADER ° JACKSTUDS0 LIE= _ ■e�y�/ a m e o Lj Im STUD (2)ROW OF 8d NAILS &` BASE PLATE � P T O.C. TAGGEREDr o HEADER FASCIA BOARD SHEATHING L DOUBLE TOP PLATE 513116" WALL STUDS @16"D.C. (� NAILS AT BOTTOM OF HEADER @ 3'O.C. PROVIDE#8 WOOD SCREWS @ 12"O.C.AROUND PERIMETER OF WINDOW O NAILS AT TOP OF HEADER @ 3'O.C. NAILS AT TOP PLATE(2)ROWS @ 3'O.C.STAGGERED L �1 CS STRAPS AT OPENINGS SHEATHING NAILING AT OPENINGS 3HURRIC4NE SHUTTER DETAIL GABLE OVERHANG DETAIL IN T.S N.T.S N.T.S N.T.S cn Lo ui cn Lu SIMPSON SPH4 STRAP SIMPSON LSTA9 STRAP RIDGE w Typical Window and Door ° I°l ° © 101 ° �g � Header Strapping Detail _ I _ _ _ _ I _ '�. Each Corner TYP.WINDOWBDOOR STRAPPING N.T.S I I I ° 1®1 101 ° uj .� o © 1 1 0 C/) Lo II ® r.,L V 4 EXISTING ROOF o 0 o00 % L e ti RIDGE e�a eO ..'O ' ,'o PROJECT: 2021-005 O e ZONE 1 ZONE 2 ZONE 3 FIELD 6"OC 12"OC 4"OC DRAWN BY: DLB SIMPSON POST ANCHOR PANEL EDGES 6"OC 6"OC 4"OC NAILING REQUIREMENTS FOR 140 MPH,3 SEC.PEAK GUST, CHECKED BY: JC ABU44 4"ROOF SHEATHING WITH SD COMMON NAILS OR 10D BOX NAILS 6 POSTANCHOR ROOF SHEATHING NAILING DETAIL FEB. 10, 2021 N.T.SN.T.S SCALE: SHEET NO: