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HomeMy WebLinkAbout50326-Z ho���F SOplyo�o Town of Southold * * P.O. Box 1179 G o4Z 53095 Main Rd �r�aurm N � Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 47012 Date: 04/30/2026 THIS CERTIFIES that the building ALTERATION Location of Property: 405 Saltaire Way Mattituck, NY 11952 i S ecA3 lock/Lot: 100.4-17 Conforms substantially to the Application for Building Permit heretofore,filed in this office dated: 08/13/2015 Pursuant to which Building Permit No. 50326 and dated: 02/12/2024 Was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: Additions and alterations to an existing single-family dwelling as applied for. The certificate is issued to: Daniel Ferrara Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: ELECTRICAL CERTIFICATE: 50326 1/14/2026 PLUMBERS CERTIFICATION: Alexander Aguilar 2/27/2026 LhLded Signature guF Qi TOWN OF SOUTHOLD BUILDING DEPARTMENT y z TOWN CLERK'S OFFICE "o • 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#: 50326 Date: 2/12/2024 Permission is hereby granted to: Brown, T Liorah c/o Matthew Gardiner 405 Saltaire Way Mattituck, NY 11952 To: construct a dormer addition as applied for. Replaces BP#40028 *2/12/2024 AMEND Permit to include kitchen remodel. At premises located at: 405 Saltaire Way, Mattituck SCTM #473889 Sec/Block/Lot# 100.-1-17 Pursuant to application dated 8/13/2015 and approved by the Building Inspector. To expire on 8/13/2025. Fees: PERMIT RENEWAL $150.00 Total: $150.00 Building Inspector fat/ TOWN OF SOUTHOLD a4�gUFEO(,�c� BUILDING DEPARTMENT y ya 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#: 40028 Date: 8/20/2015 Permission is hereby granted to: Brown, T Liorah c/o Matthew Gardiner 405 Saltaire Way Mattituck, NY 11952 To: construct a dormer addition as applied for. At premises located at: 405 Saltaire Way, Mattituck SCTM # 473889 Sec/Block/Lot# 100.-1-17 Pursuant to application dated 8/13/2015 and approved by the Building Inspector. To expire on 2/18/2017. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $200.00 CO -ALTERATION TO DWELLING $50.00 otal: $250.00 Building Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non-conforming uses,or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy -New dwelling$50.00, Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool $50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy - $.25 4. Updated Certificate of Occupancy - $50.00 5. Temporary Certificate of Occupancy -Residential $15.00, Commercial $15.00 Date. / 1 3 1 S New Construction: Old or Pre-existing Building: P-� (check one) Location of Property: `-(0� sG `-r ►�C �c_ (.�-{� r-F 12 C_ House No. Street Hamlet Ez k c c. Owner or Owners of Property: �n, _vie.\ . CA` i ��r__ TrvS� Suffolk County Tax Map No 1000, Section l b Block l Lot -�- Subdivision Filed Map. Lot: Permit No. �(�o� Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ Applicant Signature SOUlyolo Town Hall Annex Telephone(631) 765-1802 54375 Main Road G Q P.O.Box 1179 Southold,New York 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: T Liorah Brown Address: 405 Saltaire Way city: Mattituck St: NY zip: 11952 Building Permit#: 50326 Section: 100 Block: 1 Lot: 17 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Electrician: - AS BUILT License No: SITE DETAILS Office Use Only Commercial Indoor X Basement Service Solar Residential X Outdoor 1st Floor X Pool Battery Storage As-built X Renovation 2nd Floor Hot Tub EV Charger New Addition Attic Spa Generator Survey ix I Mezzanine Garage Dock INVENTORY Service 1 ph In-wall Heater Recpt 9 Ceiling Fixtures Smoke Detectors Pump Service 3 ph Hot Water GFCI Recpt 5 Wall Fixtures CO Detectors Heater Main Panel A/C Condenser Single Recpt RecessdFixtures 7 Combo Smoke/CO Transformer Sub Panel 70A A/C Blower Range Recpt Gas Ceiling Fan Heat Detectors Salt Gen Transfer Switch Mini Split Dryer Recpt UC Lights Fridge 1 AutoCover ARC 5 Blower Heads Switches 8 Pucks Lights Dishwasher 1 Mini Fridge GFI SepticDisconnect Emrgency Strobe 4'LED Microwave 1 Garbage Disp. ARC/GFI ERV Exit Lights Bath Exhaust 1 Hood 1 Dehumidifier Other Equipment: 70A Sub Panel 16 Circuit/16.. Used Notes: " AS BUILT NO VISUAL DEFECTS " Kitchen, Laundry Bath Renovation Inspector Signature: Date: January 14, 2026 Town Hall Annex 54375 Main Road Telephone(631)765-1802 _= �� :.�, P.O.Box 1179 ; Southold,NY 11971-0959 BUILDING DEPARTMENT -TOWN OF SOUT OLD CICRT- W1CA IT90N � 1 Date: .2 La? Building Permit No. .15 C��f, Owner: (Please print) Plumber: I d (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1"/o lead. (Plumbers Signature) Sworn to before me this 2 day of 20� Notary Public, 5cAktl- County 19 VJNG MUEL CAI PPS NOTARY PUBLIC,STATE OF NEW YORK NO. 01CA0014993 QUALIFIED IN SUFFOLK COUNTY MY COMMISSION EXPIRES OCTOBER 26,2027 aOP SOUlyOlo # # TOWN OF SOUTHOLD BUILDING DEPT. �ycou 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: 9-lenea.", i Idl o/ DATE aa� INSPECTOR OF SOUIyo� # # TOWN OF SOUTHOLD BUILDING DEPT. °yIoorm,��'' 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/ REBAR. [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ .]. INSULATIOWCAULKING [ ] FRAMING/STRAPPING _ [1.,�INAL ]. FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION, [ ..] FIRE RESISTANT CONSTRUCTION j ] FIRE RESISTANT PENETRATION. [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: SIvole-a— 2S III-e atat xJ1 6eW1zgaRg- c� Co n�� /� tlooe. cemp&& A066m oew ILe zo(ew� . �olv&ti, vo � Gw-h>�cai - DATE INSPECTOR �a 0, - OF SOUIyO� l j.S - # TOW OF SOUTHOLD BUILDING EPT. co 631-765-1802 INSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY. [ ] FIRE SAFETY INSPECTION. [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] 'PRE-C/O [ ] RENTAL REMARKS: �" IOWA" 1 l�(o /Z74— k �— L /o-e�eAel DATE INSPECTOR r I T'iderunner Engineering & Design, P.C. 7 Ridgewood St Bay Shore,NY 11706 (631)-839-482 iw February 26, 2026 Building Inspector sector Town of Southold A p R 2 7 2026 53095 Main Road Southold,NY 11751 Re: Construction Certification Ferrara Residence 405 Saltaire Way,Mattituck,NY To Whom It May Concern: I have visited this site several times and can certify that the dormers constructed were built in accordance with the 2020 NYS Building Code and the submitted plans. If you have any questions please feel free to contact me. Sincerely, OF NEW (� •�� G.scy r0 �`j�5 go c w Louts Schwartz, P.E. A = 007006' v AROFES81��� li 1 1 0... ■ e • w � • 1 !• r lw • le 1 � � w r r TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD, NY 11971 _ 4 set .of Building Plans TEL: (631) 765-1802 P anning Board approval FAX: (631) 765-9502.. Sum;ey' SoutholdTown.NorthFork.net PERMIT NO. 60 eck Septic Form N.Y.S.D.E.C, Trustees C.O.Application Flood Permit Examined ,20 11��l1 ;I Single&Separate iJ ''AUG t 3 ?a�5: — torni-Water Assessment Form Contact: Approved ,20 �C(.-/ Disapproved a/c C7 a" W Phone:A A Expiration ,20 C13 ► 2 Irk q'- y y r ,; ; . u ' nsp. ctor• APPLICATTON-FOR BU[L-DING PERMIT ,.... _ Date A INSTRUCTIONS � uc� ��J , 20 _ a. This application MUST be completely.filled in byltypewriter�'or'in;iriki'and_submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale.Fee according to schedule. b. Plot plan showing location of lot and of buildings on'pfemises ;relationship to.adjQining.premises or public,streets or areas, and waterways.. c. The work covered by this application�may.,not,be.commenced,�efore issuance of;Buildin Permit: d.Upon approval of this application,the Building Inspector`will issue a Building'Perrnit to the applicant. Such a permit shall be kept on the premises,available for inspection throughout the,work.,. ; e.No building shall be occupied"or used in WH61e or in'part l'or any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work.authorized-bas not:commenced within 42 months after the date of issuance or has not been completed within 18 months from-such:date`:-` no zoning amendments or other regulations affecting the property have-been enacted in the-iriterim,.the Building Inspecto'r�may authorize,.in_writing,the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE.to:the';B,u lding,,Departmentfonthe issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town,of Southold, Suffolk.Cou. t,t ew York;.and other;applicable;Laws,,Ordinances,or Regulations,for the construction of buildings, additions, or alterations or for removal or demolition:as herein described. The applicant agrees to comply with all applicable laws, ordinances,building,opde,:housing'code"and regulations,and'to.admit authorized inspectors on premises and in building for necessary inspections. (Signature o applicant or name,if a corporation) �11G ,sr, rfry i�vc4 N L(Mailin 'add 'ss'of a licant ( gl • pP. ) ( 1.`[�C� State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder 0 V Name of owner of,p'remises,. . •(As'on the tax roll-or;latest•deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) 'w Builders License No. Plumbers License No.- Electricians License No. Other Trade's License No. 1. Location of land o wh'ch proposed work will be done: L -t House Number Street Hamlet County Tax Map No. 1000 Section 1UG "1 �` 'Bl'ock ,1' Lot' i Subdivision_ Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy S NN e �a v.,i I�(o,{,v Se- b. Intended use and occupancy_ ;., 3. Nature of work(check which applicable):New Building Addition lteration Repair Removal', Demolition Other Work (Description) 4. Estimated Cost Fee (To be paid on filing this application), 5. If dwelling, number of dwelling units Number of dwetling units on each floor If garage, number of cars' " I 6. If business, commercial or mixed.occupancy, specify nature and extent of each type of use. 7. Dimensions of`ekista g structures, if any: Front :S?— Rear _ � S Depth Z� Number of Stories 2 Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new constructions-:Front x. ; + '° % ;; Rdar':; S Depth Height Number of Stories 9. Size of lot: Front Rear k:icW<s Depth 22� 10. Date of Purchase Name of Forrii'er.Owner , 11. Zone or use district,iii which'premises are situated';�`j2 c i G 12. Does proposed construction yp ate anyizoning law;`"ordinance or regulation?"YES NO 13. Will lot be re-graded? YES NO Will excess fill froremoved'fr`om,premises?YES.. No 14. Names.of Owner:of.premises it,1. .Address I!,,.: . :Ph one.No., I Name of Architect, , ,i `Ad&ess ,t�;� l?lione Name.ofContractor i cis,, A'ddre s yj i. si •PhoneNo.' 4 15 a. Is this property?with in 100 feet Hof;a tidal wetland:or a`,fidshwater`wetland? *rYES NO " * IF YES, SOUTHOLD TOWN�TRUSTEES &b E:C' PERMIT9 MAV)3 REQUIRED'." b. Is this pro' erty;with.in':300 feet of a'tidal,wetland?.*°YES" -; NO I * IF YES; D:E.C. PERMITS MAY"BE REQUIRED'!";: 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is"at 10 feet or below, must provide topographical data on'survey. 18. Are there any covenants and restrictions,with respect to this property? * YES NO *-IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF1SufT,)jk ) (� �1'l�r b.eing;duly,swtorn, deposes and says.that�(s)he is the applicant (Name of individual signing contract) above named; (S)He is the o1NVl- f (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 knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. " Sworn to before me this day of A U 2015 Notary'Pub i TRACEY L. DWY Signature of Applicant NOTARY PUBLIC,STATE OF NEW YORK NO."01 DW6306900 QUALIFIED IN SUFFOLK COUNTY COMMISSION EXPIRES JUNE 30,2°1$ V v� f BUILDING DEPARTMENT-Electrical Inspector fS�}fFOtk�oG,\ TOWN OF SOUTHOLD { o " Town Hall Annex- 54375 Main Road - PO,Box Southold, New York 1197.1-0959 d ;1 Telephone (631) 76 APPLICATION FOR ELECTRICAL INSPECTI ELECTRICIAN INFORMATION (Ail information Required) Date: Company Name: S `� Electrician's Name: License No.: Elec. email: Elec. Phone No: ❑I request an email copy of Certificate of Compliance Elec. Address.: JOB SITE INFORMATION (All Information Required) Name: t 4 Address: rr cjc- A/ 0191' Cross Street: � V Z—Q-� Phone No.: - 6 ,r - 03 f62- Bldg.Permit#: ,g'U3� 6 email: i �,,� Q ✓&Zr�al.roc Tax Map District: 1000 Section: o Block: Lot: -- BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): pedv► o 0 I rc 14,v-0 P-e/I— Square Footage: Q 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 0 1 FJ2 H Frame 0 Pole Work done on Service? Y F1N Additional Information: PAYMENT DUE WITH APPLICATION 1_-9 ��d ou BUILDING DEPARTMENT- Electrical Inspector M-q�St1F t�c0 :. TOWN OF SOUTHOLD Town Hall Annex- 54375 Main Road - PO Box 11.79�- Southold, New York 1197..1.-0 b9'v ^,.J Telephone (631) 765'I �p �prt6 YP. A J APPLICATION FOR ELECTRICAL INSPECTI&N ELECTRICIAN INFORMATION (All Information Required) Date: Company Name: S �� Electrician's Name: License No.: Elec. email: Elec. Phone No: ❑1 request an email copy of Certificate of Compliance Elec. Address.: JOB SITE INFORMATION (All Information Required) r Name: >A N Address: ,>' f7 1G N' !l9J'� Cross Street: {�) s; Z-AA Phone No.: - G s d $2- Bldg.Permit#: ,1'03-2- (2 _ email: Tax Map District:' 1000 Section: v Block: - Lot: — BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print-r Clearly): I c t4,5- 0 �- Square Footage: � 0 Circle All That Apply: Is job ready for inspection?: Q YES NO Rough In Final Do you need a Temp Certificate?: F-� YES® NO Issued On Temp Information: (All information required) Service Size 1 1 Ph❑3 Ph Size: .�A # Meters Old Meter# ❑New Service Fire ReconnectnFlood Reconnect nService Reconnect Ounderground❑Overhead # Underground Laterals n 1 F12 n H Frame Pole Work done on Service? ny RN Additional Information: PAYMENT DUE WITH-APPLICATION _c� PERMIT# Address: Switches Outlets GFI's Surface Sconces H H'4%-A� 1 UC Lts Fridge HW POOL Fans Mini Fr. W/D PanelPump Exhaust Oven 0 Sump Heater Trnsfmr Smokes DW Generator Salt Gen. Carbon Micro GrbDis Water Bond Lights Heat Pucks ERV HOT TUB/SPA Inst Hot DeHum Transfer Disc Combo Cooktop Minisplit Blower AC AH Hood Blower Service Amps Have Used Sub Amps V Have Used lJ Comments Town Hall Annex,, Telephone(631-1802 54375 Main Road o Fax;(631)734-9502 P.O. Box 1179 cn 2 Southold, NY 11971-0959 • BUILDING. D:EP'ARTMENT . NOTICE OF UTILIZATION.OF.,-TRUSS�f 1(F?'E CONSTRUCTtON., PRE-ENGINEERED_ WOOD CONSTRUCTION ANWOR TIMBER CONSTRUCTION Date: ryj Owner:. 17 ro r.. .,. Location of Property: y 'Y� �' `{ C..� '- G. -��(�--L C ( -r--- . - Please take notice that the cheek a j .cbl�'line): `' F New residential,structure Addition to existing:reidential structure Rehabilitation to.an,e)isting.residentfal structure to be constructed or performedat the''st�bjct pr`b'pertyErefererce above will utilize r �. , (check applicable line): r,. Truss type constnictiora-:( Pre-engineered We qd por.Strue lor: l?" .4 is Timber construction (TC) in the following location(s) (check applicable line): Floor framing, incluciir gigltdd-o:;and:b arras(F).. Roof-framing`(R)... L... Floor and roof framing'(FR)' Signature: Name (person,sub.rnittir g'this for:Ti): /Uk Capacity(check applicable line): Owner Owner representative TrussResReg15.docx Effective 1/1/2015 6" DIAMETE-R 'UF_14EO-I4V9 REZ•D; , - ROMAN ALPHANUMERIC , "PANTOUE ' DESIGNATIOi!OF'COfVSTE2UCTION (PII s #187 . r ;J '. ".. TYPEB S DON SECTION 602 OF THE BUILDING CODE OF NEW YORK STATE REFLECTIVE 112"STROKE - - mikAT ---- ..'' . . Mi?dug�'CS<xEJ�f`1�J�pi ' 7 t1SS CpNST�tUC7JON •• "F" FLOOR FRAMING,INCLUDING; . - GIRDERS AND B4E 1�+'1 ' #i(741 tfi44RING "FR" FJsOii k�tt�.. 3°R RRAIII ,G l Rv8&.l0B Ott lH .:l:N��8N '� i •. M7iW9CJ�.E . CC]E3Es DJVt5fL7N ��E TRp S IDENryRQ/TION SIG 1 DAT�:U08/20 Almir NE �`ORK STATE DEPA�T��� ����` �� �T;;TE D6I (ON OF GODE ENEO�RCEE�fENT AND ADM1N [STE AT1ON ; r=- Southold Town Building Department ag�FFat�oy P.O.Box 1179 Permit#: 40028 53095 Main Rd o • Southold,New York 11971 Permit Date: 8/20/2015 y o� (631)765-1802 Expiration Date: 2/18/2017 Parcel ID: 100.4-17 BUILDING PERMIT RENEWAL LETTER Dated: 2/22/2019 Applicant: Brown, T Liorah Location: 405 Saltaire Way,Mattituck Work Description: ALTERATION construct a dormer addition as applied for. A FEE OF $200.00 IS REQUIRED TO RENEW THIS BUILDING PERMIT. Owner: Brown,T Liorah Address: c/o Matthew Gardiner 405 Saltaire Way Mattituck,NY 11952 The permit listed above has expired. No work is permitted or authorized beyond the expiration date. Please submit the above fee made payable to the Town of Southold. Mail to the Town of Southold Building Department,P.O. Box 1179, Southold,New York 11971 THANK YOU, SOUTHOLD TOWN BUILDING DEPT. "ram Town of Southold ��o��g11EFQtK�oGy'' 12/15/2023 53095 Main Rd o Southold,New York 11971 V 6 631-765-1802- COMPLAINT To: Brown,T Liorah Complaint#: 2023-1407 c/o Matthew Gardiner SCTM#: 100.4-17 Mattituck,NY 11952 Follow-up Inspection Date: 12/29/2023 Location: 405 Saltaire Way PLEASE TAKE NOTICE,a complaint has been registered against the location described above,in that the above named individual(s)did commit or permit to occur the following offense: Assessors card shows AC installed in 2016 This condition constitutes a violation of: When on 12/15/2023,I did observe the following: This property will be re-inspected for compliance on: 12/29/2023 John Jarski SAL TAIRE WAY S 16° 59' JO" E 100.00' TIE= 321.R.) R= 25.00' = 39.27' FD FD CAI c�4 O OO �1 O N � � N Q N ASPHAL T CONC. D W. -7 23.8' 1•s' 40. '' LU LOT 21 EARTH ZuD 2 STORY LOT 19WOOD FRAME :� U N RES. W 52.8'FENCE Q I` POST I CONC. END FE I S 0.4' q0I PA AO ON LINE I 31 zt I I I n I W I � . I o J Z I � W I � Q U U I I W W I p O I 2 Q O I SHEDS 8.3• O O UFENCE �f POST,. N FD Z S 0.4' E 13.1, Cm L FE COR. N 16 59' 30" W 100.00 E 00.2' LOT 12 SURVEY OF L 0 T 20 SURVEYED 23 JUL Y, 1999 FM,f 4687 IN SCALE 1"=30' AREA= 22,500 SF FILED AUG. 3, 1966 MAP OF SAL TAIRE "ESTA TES 0.516ORACRES TM 1000-100-01-17 S/TUA7E MA TTI TUCK, TOWN OF SOUTHOLD SUFFOLK COUNTY, N. Y. SURVEYED FOR ELIZABETH M. VISSER Guarantees indicated here on shall run SURVEYED BY only to the person for whom the survey GUARANTEED TO is prepared, and on his behalf to the STANLEY J. ISAKSEN, JR. title company; Govermental Agency, P.O: BOX 29�F ELIZABETH M. WSSER lendlncg instin•tion, if listeel hereon, and NEW SUFFOLK;, NY 11956 TOWN OF SOUTHOLD 4—5835 to the Gssignees of the lending institution. 516 73 i� . Guarantees are not transferable to dditionol institutions or s,•bsequent owners- Unauthorized alteration or addition to this of this survey map not bearing L/CE/V' D. 'AND SU EYOR survey is a violation of Section 7209 of the Land Surveyors embossed seal shall the New York State Education low, not be considered to be a valid true NYS /%: /`;Q. /s�2? copy. 99RB 15 N 16° 59' 50 " W 100.00, NAILING SCHEDULE GENERAL 1 . CONTRACTOR SHALL VERIFY ALL JOB AND FIELD CONDITIONS, AFFECTING ALL WORK AND OBTAIN ALL DIMEN51ON15 TO INSURE THE (AS PER 2001 WFCM TABLE 3.1) PROPER STRENGTH FIT AND LOCATION OF THE WORK. REPORT, IN WRITING, TO THE ARCHITECT AND ENGINEER ANY AND ALL CONDITIONS WHICH MAY INTERFERE WITH OR OTHERWISE AFFECT, OR PREVENT, THE PROPER EXECUTION AND COMPLETION OF THE JOINT DESCRIPTION NUMBER OF NUMBER OF NAIL 5FACING WORK. COMMON NAILS BOX NAILS NOTE: SURVEY INFORMATION 2. ALL CONSTRUCTION SHALL COMPLY FULLY WITH THE APPLICABLE PROVISIONS OF THE NEW YORK STATE BUILDING CODE LATEST OBTAINED FROM SURVEY ROOF F RAMING EDITION AND LOCAL BUILDING DEPARTMENT REQUIREMENTS. PREPARED BY STANLEY J. I5AK5EN, JR. RAFTERTO TOP PLATE(TOE-NAILED) (TABLE;3.4A) 3-8d 3- loci PEP RAFTER 3. ALL REQUIREMENTS SPECIFIED IN THE CODE SHALL BE ADHERED TO AS IF THEY WERE CALLED FOR, OR SHOWN, ON THE DRAWINGS. THIS SHALL NOT BE CON5TRUED TO MEAN THAT ANY REQUIREMENTS SET FORTH ON THE DRAWINGS MAY BE MODIFIED BECAUSE THEY ARE CEILING J015T TO TOP PLATE(TOE-NAILED) (TABLE 3.4A) 3-8d 3- loci PEP,J015T MORE STRINGENT THAN THE CODE REQUIREMENTS OR BECAUSE THEY ARE NOT 5PECIFICALLY REQUIRED BY CODE. CEILING J015T TO PARALLEL RAFTER(FACE-NAILED)(HEEL JOINT) 4. CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS AND ARRANGE FOR ALL INSPECTIONS AS REQUIRED BY APPROPRIATE O.C. RAFTER 3:1 2 10- 16d 10-40d SLOPE: 4:12 8- 16d 8-400d BUILDING DEPARTMENTS, HEALTH DEPARTMENTS, ETC. CERTIFICATE OF OCCUPANCY AND UNDERWRITERS CERTIFICATE SHALL BE SLOPE: (TABLE 3.9A) 5:1 2 6- 16d 6-40d EACH LAP OBTAINED BY CONTRACTOR AND DELIVERED TO OWNER PRIOR TO FINAL PAYMENT INCLUDING A FINAL SURVEY. 7:1 2 5 16d 5-40d 5. DO NOT SCALE THE DRAWINGS, ANY DISCREPANCIES SHALL BE REPORTED, IN WRITING TO THE ARCHITECT FOR CLARIFICATION. 9:1 2 AND GREATER 4- 1 6d 4-40d CEILING JOIST LAP5 OVER PARTITION(FACE-MAILED) G. GENERAL CONTRACTOR SHALL COORDINATE FOR EASE AND RAPIDITY OF CONSTRUCTION THE WORK OF ALL TRADES. ALL SLOTS, RAFTER SLOPE: 3:12 10- 16a 10-40d SLEEVES AND/OR OTHER OPENINGS TO BE COORDINATED AND SET BEFORE POURING CONCRETE. (TABLE 3.9A) 4:12GcI 5:1 2 G_ 116d 5-40d EACH LAP 7. CONTRACTOR SHALL PROVIDE ALL THE NECESSARY SUPPORT, BRACING, SHORING, ETC., (TEMPORARY AND/OR PERMANENT) AS 7:1 2 5 1 6d 5-40d REQUIRED FOR THE SAFE INSTALLATION OF NEW CONSTRUCTION. 9:1 2 AND GREATER 4- I Gd 4-40d 8. PROVIDE FIRE, SMOKE AND CARBON MONOXIDE DETECTION SYSTEM AS PER LOCAL CODES AND NEW YORK STATE BUILDING COLLAR TIE TO RAFTER(FACE-NAILED) CODE AND INSTALLATION. RAFTER SLOPE: 3:1 2 3- I Od 3- 1 Od (TABLE 3.6A) 4:1 2 2 - 1 Od 2- 1 Od 5:12 2 - IOd 2 - 10d PER TIE CARPENTRY 6:12 AND GREATER 2- I Od 2- I Od BLOCKING TO RAFTER(TOE-NAILED) 2-8a 2- I Od EACH END I . ALL STRUCTURAL FRAMING LUMBER SHALL BE #2 OR BETTER DOUG-FIR, FB= 1 ,200 P.S.I. AND E = I ,000,000 P'.5.1. UNLE55 OTHERWISE RIM BOARD TO RAFTER(END-NAILED) 2- 16d 3- 16d EACH END INDICATED, WITH 5PF UTILITY SHOES AND PLATES, STUD GRADE FPP: ALL LINTELS SHALL BE DOUG-FIR WITH FB = 1 450 P.S.I.. WALL FRAMING 2. ALL ROOF PLYWOOD PANELS SHALL BE EXTERIOR CDX GRADE, WITH EXTERIOR GLUE, SHALL MEET THE REQUIP IVIENT5 OF THE LATEST EDITION OF THE U.S. PRODUCTS STANDARD PS-1 , AND SHALL BE IDENTIFIED WITH THE APPROPRIATE GRADIE TRADEMARK OF o p (BA`>FD ON 5HfAT1ING NAB eD I I THE AMERICAN PLYWOOD ASSOCIATION. 0 TOP PLATE TO TOP PLATE(FACE ^O.C.ATYANELEDGE)-NAILED) 2-1 6d 2 - I Gd PER FOOT N N 3. ALL LUMBER AND CONNECTIONS SHALL BE IN ACCORDANCE WITH THE NEW YORK STATE BUILDING CODE AND WIITH THE NATIONAL ry TOP PLATES AT INTERSECTIONS(FACE-NAILED) 4- 16d 5- 1 6d JOINTS-EACH SIDE DESIGN SPECIFICATIONS FOR STRESS GRADED LUMBER AND ITS FASTENINGS. LUMBER SHALL BE FURNISHED AND INSTALLED, COMPLETE STUD TO STUD(FACE-NAILED) 2-16d 2- 1 Gd 24"O.C. WITH ALL FASTENINGS, ANCHORS, BLOCKING, BRIDGING, SADDLES, HANGERS, ETC. REQUIRED TO COMPLETE THE.JOB. ALL STEEL BOLTS CONNECTING WOOD MEMBERS SHALL BE SUPPLIED WITH AND TIGHTENED AGAINST STEEL WASHERS OR PLATES. JOIST HANGERS AND HEADER TO HEADER(FACE-NAILED) 16d 16d I G'OC ALONG EDGES CONNECTORS, STEEL BRIDGING AND OTHER SPECIAL CONNECTIONS AND HARDWARE MUST BE INSTALLED IN ACCOFOANCE WITH NEW 3 ILI TOP OR BOTTOM PLATE TO STUD(END-NAILED) 3- - 16d 2-406 PER 2x4 STUD YORK STATE BUILDING CODE REQUIREMENTS. WHERE FASTENERS ARE NOT 5PECIFICALLY INDICATED OR SPECIFILD THEY SHALL BE _ 3- 16d 3-40d PER 2x6 STUD FURNISHED IN ADEQUATE NUMBER AND SIZE. m to BOTTOM PLATE TO FLOOR JOIST, BANDJ0151T,ENDJO15T OR BLOCKING 2- I Gd 2- 16d PER FOOT 4. ALL CARPENTRY WORK SHALL BE PERFORMED IN CONCORDANCE WITH GOOD TRADE PRACTICE, RECOMMENDATIONS OF (FACE-NAILED) (BASED ON SHEATHING NAILED @ 6"O.C.AT PANEL EDGE) MANUFACTURERS' AND IN CONFORMANCE WITH THE NEW YORK STATE BUILDING CODE, AND THESE 5PECIFICATION5: 0 ROOF 5 H E A T H I N G A. FA5TEN SECURELY ALL PARTS OF CARPENTRY WORK IN THEIR PROPER PLACE, BRACE, PLUMB AND LEVEL ALL MEMBERS AND t r SECURE WITH SUFFICIENT NAILS, SPIKES AND BOLTS TO INSURE RIGIDITY. `h z STRUCTURAL PANELS: PANEL INTERMEDIATE B. PROVIDE SOLID SURFACES AT LEAST 1-114 INCHES WIDE, IN BOTH DIRECTIONS, AT ALL CORNERS FOR SECURING DRYWALL, (TABLE 3.8) EDGES SUPPORTS ETC.. FORM SURFACES WITH FRAMING MEMBERS, OR WITH 2-INCH WOOD BLOCKING SECURED AT LEAST TWO 8D NAILS AT INTERIOR ZONE 8d 1 od 4" 6" EACH END. PERIMETER,EDGE ZONE 8a 1od 4" 4" C. ALL STUDS SHALL BE PROVIDED AND SECURED TO SUPPORTING MEMBERS IN STRICT ACCORDANCE WITH INEW YORK STATE CODE GABLE ENDWALL RAKE WITH LOOKOUT BLOCK, 8d 1 Od 4" 4" AND AS NOTED HEREIN. (1) PLATES AND BLOCKING SAME WIDTH AS RELATED STUDS OR WIDER. WALL 5 H E A T H I N G (2) FRAMING TO SUIT WORK OF OTHER TRADES. EXISTING FIRST FLOOR — NO STRUCTURAL PANEL INTERMEDIATE D. ROOF SHEATHING, SHALL BE LAID WITH FACE GRAIN AT RIGHT ANGLES TO SUPPORTS; LOCATE END JOINTS') OVER SUPPORTS; CHANGE PANEL5/11ARDBOARD EDGES 5UPPORT5 STAGGER JOINTS. (TABLE 3.9) INTERIOR ZONE 8d lod 6" 6" 5. WHERE RAFTERS AND JOISTS FRAME, INTO OTHER WOOD BEAMS, PROVIDE SIMPSON, 18 GAGE GALVANIZED 51FEEL J0I5T HANGER. 4'EDGE ZONE 8a I oa 6" 6" G. PROVIDE FIRE STOPPING AS PER NEW YORK STATE BUILDING CODE REQUIREMENTS. 0 FIBERBOARD PANELS: z 7/16" 6d3 3"EDGE/G"FIELD 7. INSULATION IN ALL ROOFS SHALL BE FIBERGLASS TYPE, AND THICKNESS AS SHOWN ON DRAWINGS. INSULATIOIN 25/32" 8d 3 3"EDGE/6"FIELD SHALL BE PROVIDED AT ALL UNHEATED TO HEATED SPACES. ALL THERMAL INSULATION SHALL HAVE A FOIL VAPOR, BARRIER SURFACE EXPOSED TO HEATED 5URFACE5. kD to LLI GYPSUM WALLBOARD 5d COOLERS 5a COOLERS 7"EDGE/ 10"FIELD z k 8. BLIND FL'\5H ALL JUNCTIONS WHERE VERTICAL MEETS HORIZONTAL (ROOF, WINDOWS ETC.) REPLACE z FLOOR 5HFATHING RAFTERS Xd = STRUCTURAL PANELS: ROOFING I"OR LE55 861 1Od G"EDGE/ 12"FIELD .. SEE SECTION W GREATER THAN I" 1 Od I Gd G"EDGE/G"FIELD NAILING NOTES -- I. NAILING REQUIREMENTS ARE BASED(ON WALL SHEATHING NAILED 6" ON CENTER AT THE PANEL EDGE. IF WALL SHEATHING 15 PRUPOSED NAILED 3"ON CENTER AT THE PANEL EDGE TO OBTAIN HIGHER SHEAR CAPACITIES, NAILING REQUIREMENT5 FOR STRUCTURAL DORMERS MEMBERS SHALL BF DOUBLED, OR ALTERNATE CONNECTORS, SUCH AS SHEAR PLATES,SHALL BE USED TO MAINTAIN THE SECOND FLOOR LOAD PATH. 2. WHEN WALL SHEATHING 15 CONTINUOUS OVER CONNECTED MEMBERS,THE TABULATED NUMBER OF NAILS SHALL BE PERMITTED TO BE REDUCED TO I - I Cc!PER FOOT. 3. CORRO51ON RE515TANT I I GAGE RO)OFING NAILS AND I G GAGE STAPLES ARE PERMITTED;VERIFY WITH RESIDENTIAL BUILDING NOTES CODE OF NEW YORK FOR ADDITIONAL REQUIREMENTS. NEW ASPHALT 4. ALL QUANTITIF5 ARE BASED ON I G"OC SPACING FOR RAFTEP.S,J015T5 AND 5TUD5. SHINGLE ROOF TO I ) VERIFY ALL DIMENSIONS IN FIELD PRIOR TO 5. FOR ROOF 5HFATHING WITHIN 4 FEET OF THE PERIMETER EDGE OF THE ROOF, INCLUDING 4 PLET ON EACH SIDE OF THE ROOF MATCH EXIST. PEAK,THE 4 FOOT PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE USED. OVER 50# FELT G. FOR WALL SHEATHING WITHIN 4 FEET OF THE CORNERS,THE 4 FOOT EDGE ZONES ATTACHMENT REQUIREMENTS SHALL BE OF COMMENCING ANNYY DD15 WORK AND NOTIFY ARCHITECT ISCREPANCIES. USED. Y2" PLYWOOD SHEATHING (MATCH EXIST) REPLACE ALL PROVIDE SIMPSON 05 DAMAGED 2) REPAIR ALL DAMAGED TO EXISTING INSULATION WITH RIDGE STRAPS AT NEW SURFACES INCURRED DURING COURSE OF REMOVE EXIST. RAFTERS NEW R-50 FG RAFTER LOACTIONS CONSTRUCTION. 4 PROVIDE NEW (2)2X6 INSULATION RR ® 12" O.G. +Y2" x5" PLYWOOD TO EXIST. 5 16' 5a' 50 " E 100.00, RIDGE P,OOF RAFTER f CEILING JOISTS REFER TO PLANS FOR SIZE 4 AIR-FLOW INSULATION SPACING BAFFLES 4 R-15 FG SALTAIRE WAY INSULATION XIST.2x6 m 16" OG ,e�(2) 2x4 TOP PLATE -- VENTED SOFFIT i a" "� (2)13/4" X 5Y4" ML HEADER o REMAIIN EXCEPT AS SOWN O „ _ „ NUMBER DATE REMARKS 1 (2) 3046 ANDERSEN KEY PLAN - SITE � ROOF PLAN Y2 " PLYWOOD qi �' EGRESS WINDOW WITH 1 SHEATHING �' TEMP. GLASS — kqI 00 SCALE : I/I 0 I -0 �. ROBERT C. TAST, A.I.A. 51MP50N H2 @ I G'O.C. FLASH ® 2X4 STUDS 0 Ib O.G. INTERSECTION `^ ` with R-15 FG IN5UL. ARCHITECT 5-8d COMMON NAILS @ EACH END CONTINUE 4' 2x4 PLATE EXIST. 2x10 ® EXIST. SECOND ROOFING 4 / 16" OC FLOOR 620 OSTRANDER AVENUE EXTERIOR WALL STUDS FACIA IN FRONT RIVERHEAD, NY IIct01 REFER TO PLANS FOR 51,E# OF DORMER SECTIONS FOR SPACING 631-�QQ-8106 F 631--72-1-0144 1 RAFTER�TOP PLATE STRAPPING A-2 SCALE : NONE EXISTING FIRST FLOOR 'TO REMAIN SECOND FLOOR DORMi=R ADDITION CARD I NER RES 1 DENCE TOWN OF 50UTOLD 5UFFOLK COUNTY,NEW YORK EXIST. FIRST FLOOR SECTIONS, KEY PLAN 141t-1 5 SIMPSON C520 @ I6"O.C. I-� NOTES „ 11„ NAIL GUIDE LINE - - 2 8-8d COMMON NAILS IN EACH END 811 OF STRAP MIN. DRAWING PREPARED xLY I-T,2015 3/8"-7/100 ZINC COATED ROOF RAFTERS N = STEEL,SMOOTH SHANK ROOFING NAILS OR EXISTING CELLAR TO REMAIN SCALE: 1/4" ' 1'-0" APPROVED EQUAL LS7 \_7 U 771� 5SLLLLKSEAL ADHESIVE ON JOB NO.: 2015-3q 3'_�" NOMINAL UNEXPOSED 1•„ 1, 1 THROUGH BOTH LAYERS »- DRAW N6 NO. -- EXIST. 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Bedroom 1 /4" = Closet ``' �•,1 .� � ;�. P� ems- `�`\"" f°��r� _ f "t• �•tf�� .�'�,S � h �i 77006 SS10Na� Closet DWG. NAME: 21'10" PLANS 3040 Case (2) 2 x 6 hdr 3040 Gar, 2)2 x 6 hdr( r DWG. NO.: (V New Shed Dormer 19t Floor plan 2nd Floor plan New Shed Dormer (No Work) PAGE 1 OF 2 N 00 GENERAL NOTES TABLE R4=2 MINIMUM SPECIFIED COMPRESSNESTRENGTHOFCONCREFE RIDGE STRAP DETAIL TYP WALLAMNDOW AIR SEAL I FIRE/SMOKE DETECTION GIRDER TO S.S.P. COLUMN a.ALL CONSTRUCTION TO CONFORM TO ALL STATE AND LOCAL CODES. TYPe<oaLLIFOPE COMM CIZETI=_coNSTrzucTloN 00 OF M a. 11NSTALL SMOKE&CARBON MONOXIDE DETECTORS AS SHOWN ON PLAN. r11N1r1(unsoEaFIE000MPREssNE INSTALLATION @ 16"0/C °O b.THESE DRAWINGS DO NOT INCLUDE COMPONENTS NECESSARY FOR CONSTRUCTION SAFETY. b. SINGLE& MULTIPLE STATION SMOKE ALARMS ARE ALSO TO BE INSTALLED IN CELLAR AND SHALL aTRENGTHo(Pc.) LSTA24-980 lbs. UPLIFT ° 1110 .--a CONTRACTORS ARE SOLELY RESPONSIBLE FOR SUCH COMPONENTS. BE INTERCONNECTED SO THAT THE ACTUATION OF ONE ALARM WILL ACTUATE ALL ALARMS, IN c. BUILDER TO OBTAIN CERTIFICATE OF OCCUPANCY(C.O.) ° ° / ACCORDANCE W/R314. POWER SOURCE FOR SMOKE ALARM SYSTEM IS TO COMPLY W/R314, weathering Potentol b ° ° ° D 0 d. BUILDER TO CARRY WORKMAN'S COMP. INS. IN AMOUNTS AS REQUIRED BY LAW. c.AT LEAST ONE CARBON MONOXIDE ALARM IS TO BE PROVIDED IN EACH DWELLING UNIT,IN THE NeglIglble Moderate severs a " 0 ° a e.ALL WORK SHALL BE FULLY GUARANTEED FOR ONE YEAR AFTER C.O. IS ISSUED. IMMEDIATE VICINITY OF BEDROOMS ON THE LOWEST FLOOR LEVEL.THE CARBON MONOXIDE Basemen walls,foundatonsaneohe aonareenore�wedtoteweaher A� c' t f.OWNER TO BE RESPONSIBLE FOR FINAL SURVEY AND COSTS AS REQUIRED BY BUILDING ALARM IS TO COMPLY W/UL 2034 AND UL 217, AND IS TO BE INSTALLED AND MAINTAINED IN 2soo 2,soo 2,sO0a ..c9� GYPSUM BOARD AS AIR BARRIER ny DEPARTMENT. ACCORDANCE w/ MANUFACTURER'S INSTRUCTIONS. Bo.amerlt slobs and Interior slobs on grade,except garage floor dabs 2,500 2,500 2,300c ^� GPI "� g. ENGINEER HAS NOT BEEN RETAINED FOR ANY FIELD SUPERVISION OR INSPECTION. d. EXTERIOR WALLS&INTERIOR LOAD BEARING WALLS TO HAVE FIREBLOCKING �Q^ In. DRAWINGS ARE NOT TO BE SCALED BY CONTRACTOR. ANY DISCREPANCIES ON DRAWINGS ARE TO work ante led t foundation wain,stets tar walls and after ve tcal convex S.S.P. CAPS -KLCC SERIES CONTINUOUS BEAD OF SEALANT BE BROUGHT TO ENGINEER'S ATTENTION IMMEDIATELY PRIOR TO CONSTRUCTION. woke�asedtoteweater 2 0o s,000d s,000d is 16d NAILS ALL HOLES ,_ ' I.THIS ENGINEER HAS BEEN RETAINED FOR WORK SHOWN ON THIS DRAWING ONLY. ENGINEER IS NOT ELECTRICAL NOTES Porches,carport stabs and steps exposed to the weather,and garage focr slobs 2,s00 3,000d 3.50ce CONTINUOUS BEAD OF SEALANT RESPONSIBLE FOR OTHER ALTERATIONS AND CONDITIONS. ,:. j. DESIGN IN COMPLIANCE W/2020 RESIDENTIAL CODE OF NYS, 20 20 ENERGY CONSERVATION CODE a.ALL WORK SHALL COMPLY WITH THE NATIONAL ELECTRICAL CODE AND LOCAL UTILITY CO. f b. ON NEW WORK BASE BID ON 200 AMP SERVICE. TYPICAL FRAMED OPENING CONTINUOUS MINIMAL EXPANDING FOAM AT OF NYS,WFCM 2018&AISC/SEI F7-05 For 51:1 pound per square Inch a m.895 kPa. WINDOW PERIMETER .• c. ALL WIRING TO BE MIN. 14 AWG. a.srenghat28 days psl. METAL STRAP CAP `' d.CONVENIENCE OUTLETS TO BE 18"A.F.F.,UNLESS NOTED OTHERWISE. 3 NAILS SITE NOTES e. PROVIDE GROUND FAULT INTERRUPTER OUTLETS AS PER CODE. b. ee Table Rso1.2m for went erMg potential. AT s' HE PLATE WINDOW UNIT AS AIR BARRIER s 4 f. ELECTRICAL CONTRACTOR TO PROVIDE HOOKUPS FOR HEATING AND AIR CONDITIONING SYSTEMS. ovERHEADER TOP CONTINUOUS MINIMAL EXPANDING FOAM AT s• z' , C.Concrete In these locators that may be subject to freezing and thawing during constructor shall be air-elmalned cmo•ete PLATE WINDOW PERIMETER a. PITCH GRADE AWAY FROM BUILDING. g. ELECTRICAL CONDUCTOR PENETRATIONS THROUGH BUILDING STRUCTURAL COMPONENTS MUST In=ordence wlti,Footnote d. FRAMING ~•• ' b. PROVIDE DRY WELLS AS REQUIRED. COMPLY w/SECT. E3402' d.concrete shall be alr.ent•alned.Totd,olr Content(percent byvdume oFconcrete)shag!be not less than S percent or more � CLIPS c.ALL TREES WITHIN I S'OF CONSTRUCTION TO BE PROTECTED. h. PROVIDE MAINTENANCE CLEARANCE AROUND CIRCUIT BOX, BOILER, ETC. SEE SECT. E3405. thou 7 percent. I g BOTH CONTINUOUS BEAD OF SEALANT ` d. ANY LANDSCAPING DAMAGED BY CONSTRUCTION OPERATION I. ELECTRICAL CONTRACTOR TO COORDINATE WITH OTHER TRADES. FOR 2x 6" SIDES :1 aSHALL BE REPLACED AS REQUIRED. e.see section R402.2 for maximum cerentltlous materials Content. LINTEL a b as~,a USE SIX LINTEL '�11.i.'x++'• e. ALL CURBS, SIDEWALKS ETC.DAMAGED SHALL BE REPLACED, f.For garage floors wlth a steel troweled Finish,reduction of the total air content(percent by volume oFConcrete)to not less than ATTIC EAVE AIR SEAL CONTINUOUS BEAD OF ADHESIVE ° °° MEMBERS 3"NAILS ° s percent Is permitted If the spedFled campresslve strength of the concrete Is Increased to not less than 4,000 psi. EACH END; FOR 2X 8" °e TREATED EXCAVATION NOTES INSULATION NOTES INSTALL 1"RIGID INSULATION CUT TO FIT BETWEEN THE RAFTERS.FOAM TRIMMER SEAL BOTH SIDES ALONG RAFTER WITH EXPANDING FOAM SEALANT. LINTEL , sru°s CONTINUOUS BEAD OF SEALANT � MAINTAIN EQUAL VENT SPACE FOR LENGTH OF RIGID INSULATION USE EIGHT a. EXCAVATION CONTRACTOR TO EXCAVATE TRUE TO LINES AND GRADES DOWN TO a.ALL EXTERIOR WALLS, ROOF&FLOORS OVER UNCONDITIONED SPACES SHALL BE TABLE R401.4.1 PRESUMPTIVE LOAD-BEARING VALUES OF FOUNDATION MATERALSa 3"NAILS ° � SPECIFIED LEVELS. INSULATED. ALL INSULATION TO BE FIBERGLASS. FOIL FACE WITH FOIL ON WARM � EACH END TREATED '� b.ALL TOP SOIL TO BE STOCK PILED FOR FUTURE USE. ALL EXCAVATED GOOD SIDE. CARE SHOULD BE TAKEN NOT TO TEAR FOIL VAPOR BARRIER. GLASS OF MATERIAL LOAD-BEARING °° SILL PLATE MATERIAL NEEDED FOR BACK FILL,TO BE STOCK PILED SEPARATELY,NOT NEEDED b.ACOUSTICAL INSULATION TO BE PROVIDED IN WALLS, FLOORS AND CEILING AROUND PRESSURE(pounds per square foot 3"NAILS CONTINUOUS BEAD OF SEALANT O ,z MATERIAL AND UNACCEPTABLE MATERIAL TO BE LEGALLY REMOVED FROM SITE. ALL BATHROOMS AND MECHANICAL ROOMS. c. BACK FILL SHALL BE PLACED IN 12" LIFTS&COMPACTED TO'95%OF MODIFIED INS ALL 1"RIGID i AT,roc °° TREATED Crystalline bedrock 12r000 INSULATION VERTICALLY VENTED 0, BOTTOM PLATE O W c.PROVIDE PERIMETER INSULATION AS PER CODE AT ALL FOUNDATION WALLS. To CONNECT INSULATING AIRSPACEprl PROCTOR DENSITY. d. R-VALUES ARE SHOWN ON SECTIONS. Sedimentary and foliated rock 4,000 SHEATHING TO RIGID FULL METAL JOIST e.MOISTURE VAPOR RETARDANTS ARE TO INSTALLED ON THE WARM-IN-WINTER SIDE Sandy gravel and/or gravel(OW and GI2j 3,000 INSULATION BAFFLE. INSULATION I LENGTH HANGERS CLIPS REINFORCING NOTES FOAM SEAL BOTH JOINTS WALL TREATED FRAMING CLIPS cli OF INS. IN ALL WALLS/FLOORS/ROOFS/CEILINGS IN ACCORDANCE w/SECTION R322. Sand,silty sand, clayey sand,silty gravel and clayey grovel STUDS CRIPPLE C) a.ALL REINFORCING BARS TO BE OF THE DIAMETER SHOWN DEFORMED INTERMEDIATE f. INSULATION MATERIAL IS TO COMPLY w/SECTION R302.10 AND IS TO HAVE A FLAME (SW,SP,SM, SC,GM and GC) 2,000 STUDS•NOT GRADE NEW BILLET STEEL CONFORMING TO ASTM A 615 GRADE 60 HAVING A DESIGN SPREAD INDEX NOT TO EXCEED 25 w/A SMOKE DEVELOPED INDEX NOT TO EXCEED Clay,sandy clay,silty clay,clayey silt,silt and sandy silt _ _ FOR r- STRENGTH OF 60,000 PSI. 450.TESTING METHODS MUST COMPLY w/ASTM E84 STD OR UL 723.ALL EXPOSED GIRDER/POST/FOOTING CONN. b.TYPICAL COVER FOR ALL REINFORCING BARS BE THREE (3) [NICHES FOR BARS INSULATION ON ATTIC FLOORS ARE TO HAVE MIN.CRITICAL RADIANT FLUX OF 0.12 (GL, ML, MH and GH) 1,50Gb PLACED AGAINST EARTH AND 2" FOR BARS PLACED AGAINST FORMS UNLESS WATT/CM .TESTING TO BE CARRIED OUT AS PER ASTM E970 STD. EXTERIOR OTHERWISE SHOWN. INSULATING FINISH SYSTEM TO COMPLY w/R703.9. CHAPTER 6 WALL CONSTRUCTION I- TOGIRDER c.ALL BARS TO BE CONTINUOUS UNLESS SPECIFIC LENGTHS ARIE SHOWN. ALL SPLICES TAelINGSIN FO CONTINUOUS BEAD BE FORTY(40)BAR DIAMETERS MIN. FASTENING BCHEDDLE WINDOW AND DOOR NOTES OF SEALANT GIRDER TO S.S.P. COLUMN DETAIL'A' d.WELDED WIRE FABRIC (WWF)TO BE 6" X 6" SPACES,#10 x#t10 GAUGE WHICH SHALL OF FASTAN -,c-x DESCRIPTIONOF BUILDING lLEMENT4 s6PACNG AND LO[ATON —t 1/Z"RIGID CONSIST OF COLD DRAWN MEMBERS HAVING AN ULTIMATE STRENGTH NOT LESS THAN ! OF FASTENER' . KCC SERIES COLUMN CAP a. ALL WINDOWS AND SLIDING GLASS DOORS TO BE VINYL CLAD WOOD WITH R°, INSULATION H 70,000 PSI.WWF TO BE PLACED AS SHOWN ON THE PLAN. 4.Bnbex'21j xD.113•,°, 10d NAILS ALL HOLES e.ALL REINFORCING TO BE SECURELY FASTENED TO RESIST MO\VEMENT DURING INSULATED GLASS SCREENS& LOCKS AS MANUFACTURED BY ANDERSEN OR plate between ce lln9 lost or 3Ed common( /i x0131'),or O O APPROVED EQUAL SIZES AND TYPES AS INDICATED ON PLANS.UNLESS ' late 3-1Mbax(3'x0126->,« ^°°"'° wooD PosT Z 3�3'x 0131'naps CONCRETE PLACEMENT. OTHERWISE NOTED. 4-e•Ibx,2sn`x03,3•,.°r PAUSERIESPOSTANCHOR F 3-6d common x 0. x 0 331^),or 2 felling pests to mp plMaox ear lolst,tee Hall f. WELDED WIRE FABRIC OF EQUIVALENT STEEL AREA MAY BE SUBSTITUTED FOR ANY 3-3' 01W nails ^);« o Q b.ALL EXTERIOR DOORS TO BE INSULATED METAL,AS MANUFACTURED BY 3-3-x0131'naHs O GRADE r- I REINFORCING BAR GRID. BENCHMARK, STANLEY OR EQUAL.SIZES AND TYPES AS INDICATED ON PLANS. s joist not atehedro Hel raft«,I-Ps Y40d boz(3'x0128');« i: 3 x ng lot pare P 3-16d common(31/z'x 0162'),or W-­ball O O I Rinons(see sem-R802 5 r and rahh Reo2 5 2)4a'x o 131-path y3/8"GALVANIZED LAG CONCRETE NOTES FULLY WEATHER-STRIPPED, LOCKS. UNLESS OTHERWISE NOTED, ceilingloistattahed oparallelrater(Na"MM) Table ,cacenan GIRDER TO CONCRETE PIER DETAIL BOLTS(4) I CONCRETE FOOTING Z C.ALL INTERIOR DOORS TO BE 1 3/4"THICK, HOLLOW CORE, FLUSH BIRCH, U.O.N.ALL ;`olla,ll�to ran-,face and or„"117x 209a,ridge 4-10d boxWx 0128");« a. ALL CONCRETE TO BE f' C= 3,500 PSI @ 28 DAYS UNLESS O•ITHERWISE NOTED. DOOR JAMS AND BUCKS TO BE CLEAR PINE. 5•maote 43`1 0131°n(3`xo346-).« a<eDneahrater ANCHOR BOLT ate, 4a•x o tm naps /8"%°/yCx3 1/2"LONG LAG BOLTS U 3 16tl box nails(3 h x 0135')or -GONG. STEPS TO BE 3 500 f' c @ 28 DAYS 6 Rater«mo truss roPlate 3-lOdcommonpalls(3'x0148')« toeNllsononesideandltoenall CONTINUOUS WELD b.ALL EXPOSED CONCRETE TO BE AIR ENTRAINED. 4-3-x 0x(3x0v6").« oneproaltea a ea ra ernrm°� Y-3'x 0131'relic c. SOIL VALUE ASSUMED AT=-1 TON PER SQ.FT.AT DEPTHS NOTED. SOIL CONDITIONS ENGINEERS NOTE - FOR ADDITIONS &ALTERATIONS ONLY 4-Ion 0dCom.(3-x-;.el TO BE VERIFIED PRIOR TO CONSTRUCTION. WATER FRONT OR PROPERTIES IN CLOSE 3-1Od<ommo.0.11*346-)« 6" 4-30d box(3'x 0128');« SOP""' D M Roof refers to ridge,valley or hip raters«roof 4-3"x 0131'nabs O rafmi ° Inlmum2•ritlgebeam 216dbpx3/Yx0.1I016 STA DARD BASE PLATES&CAPS RAFTERS TO RIDGE CONNECTION �+- PROXIMITY TO BEACH,CANAL, WATER, ETC.TO PROVIDE THIS(OFFICE WITH TEST THE ENGINEER HAS BEEN RETAINED TO DESIGN AN ADDITION TO RENOVATE OR LEGALIZE THIS 2-16d<o.(,.x011yx0,62•,;°' I 3�1Od boz(3'x 0 t 28"),« EEntl nrn HOLE DATA BY LICENSED OR CERTIFIED SOIL MECHANIC. EXISTING STRUCTURE, all 3.30x0131""ails F-I d. BOTTOM OF EXTERIOR FOOTINGS TO BE T-0" MINIMUM BELOVN GRADE. w 16c common(3/>•x o 162-) 8a^oa lace nail 4 LS268-675 lbs. e. ALL FOOTINGS TO REST ON VIRGIN UNDISTURBED SOIL. ,mdrostud(n,tetbre<edwanpanaa) lOd box(3-xo128');or 116'oxtacenall /2 UPLIFT BEFORE DESIGNING BEGINS,THE ENTIRE STRUCTURE IS MEASURED AND EXISTING CONDITIONS ARE 3^x0133-nalls y POST ANCHOR DETAIL TMU26-6401bs. O f, STEP FOOTINGS DOWN AS REQUIRED. MAXIMUM STEP FOOTINIGS SHALL BE ONE DRAWN. THE BUILDING STRUCTURE AND ITS STRUCTURAL INTEGRITY ARE VISUALLY INSPECTED AND "°dro h'dandal"'"'ng„udaa"'tease"ngwall 16d„°x'3,;x°135^''" nail W VERTICALLY TO TWO HORIZONTALLY WHERE ELEVATIONS CHAINGE. «ne 16c common UPLIFT r� NOTED. POTENTIAL PROBLEMS AND HAZARDS ARE ADDRESSED AND REMEDIES ARE NOTED ON THE atbmeedws,(2-ta 16rcommon(31z'x0162") r6"ocfached _ _ 2 F-1 g.WALL FORMS TO REMAIN IN PLACE IN PLACE 3 DAYS MINIMUM. PLAN. el,ltupheaderl2•td2 reads wm1,;apa<er, 16dbommt/,"x0 35-1, ) n6'o.aeached°efacenail — — REFERENCE3.36 h. CURE AND SEAL ALL SLABS ON GRADE WITH 2 COATS HORN(CLEAR SEAL OR EQUAL. 16dbox(1/x0135•) 32•°`eahMgeta<enal, 2 FOR NAILING 8/12 O iy`l w 6-8d box(2 rz"x 0 1x O or t/2 1 O I.CONCRETE CONTRACTOR SHALL PROVIDE ADEQUATE BRACING FOR ALL WALLS AS Top plate to to a-Bdcnmmonlzl,z xo333-);°r 11,.I - - v NOT ALL EXISTING CONDITIONS OF A BUILDING ARE EASILY ACCESSIBLE FOR INSPECTION BY THE 4-'pd bex(3-x°126•) " I� REQUIRED TO RESIST WIND AND CONSTRUCTION LOADS. 16dbox(3 t01 xo,62"' "°-6cfacenail o REQUIRED @ �� H ENGINEER. THEREFORE, ENGINEER'S LOOK FOR CLUES,FOR EXAMPLE:CRACKS DIFFERENTIAL plate top plats 3O 01(3"x0728').or j. PROVIDE SAWED OR KEYED AND FORMED CONTROL JOINTS FOR SLABS AND WALKS 112-ex face nail CAT + .,!�HEDRAL CEILINGS x 0 133-nabs 1r'�1�1 ON GRADE,AT 20'-0' MAXIMUM IN BOTH DIRECTIONS. SETTLEMENT CRUMBLING ETC... SUGGEST THAT THE EXISTING FOUNDATION MAY BE FAILING OR 8-1M•cbox I,'x0I 5'),or,or fbialmn 24-lap ldeaentl Joint each ao a 12-]6dbox(31@'x01359,« IN ADDITION TO RIDGE SETTLING OVER TIME. THE FOUNDATION MAY NEED TO BE REPAIRED REDONE OR REINFORCED WHICH Double toppate Spite (m nMum 2a•lap splicek gm each k. PROVIDE SLEEVES IN FOUNDATION WALLS AS REQUIRED FOR(ELECTRIC, PLUMBING 3 16d combx(3•'/,'X0),« 1side o,endlant r r 12-3•x o 13r naffs 2. 0 12/12 MECHANICAL ETC.COORDINATE WITH OTHER CONTRACTORS DRAWINGS AGENCIES WILL BE SHOWN ON THE DRAWINGS. THIS IS ONE OF MANY OF THE ENGINEER'S ROLES IN A PROJECT. 1 Bottom platet°I°,acriml°sehanalM1t" 6d nmm°^(3r;xo162•) 6•°r <e^all TYPICAL S A6 UPLIFT H o STRAPPING O 4 hlcMng(hot at braced well panels) ,6d n°z(3 ri x 0 135"},« u2'ec face nail , ° ° ° 3^x O133•naHs CONNECTION INSTALLATION O C--I ETC. THIS ENGINEER HAS INSPECTED THE EXISTING STRUCTURE AND FINDS IT TO BE STRUCTURALLY SOUND ' eenemplatetelastrmlplatbam la"" 1ancL3n x0,30),« Sea 16°`face nail I I ° o I. CONCRETE FOUNDATION WALLS TO BE CAST MONOLITHIC.NO)HORIZONTAL JOINTS 5 hlodTn9lat brattC wan pane, 43- 0nm-hallsi x0162•);ar 2eah 16^oc face nail AS FAR AS THE PARAMETERS OF THIS PROJECT. EVERY PRECAUTION HAS BEEN TAKEN TO INSURE , box 4eah16^°afa<enan ° W H Y.Bd note tz y x o 113•).or 2 ° h""'I —J SHALL BE PLACED IN WALLS. 3 36d bx(3s1z x o 135'),or 10e I Is 4 o W (� r�.("t m.ALL EXPOSED CONCRETE SLABS TO RECEIVE ENGINEERURAL'FINISH AND THAT THIS STRUCTURE IS SAFE. IF A CONDITION IS DISCOVERED DURING DEMOLITION,CONSTRUCTION 4.Bd cboxis"20i x0131^,;ar T roll OR INSPECTION BY A BUILDING INSPECTOR THIS ENGINEER SHOULD BE NOTIFIED IMMEDIATELY IN 4-21 box is" )« SCORING AS PER PLANS AND SPECIFICATIONS. WRITING SO THE CONDITION OR CONDITIONS CAN BE RECTIFIED. a Top 3-16dbox(3/ze'x0135'},or HURRICANE STRAP DETAIL 1 n. NO CONCRETE OR MASONRY SHALL B[ PERFORMED IN TEMPERATURES 40 DEGREES 116ticox(rxi)11z xO162•,,er ndnall CROSS-SECTION pAU ° Q; F.OR LESS. NO CONCRETE SHALL BE CAST ON FROZEN SURFACES. '-,adb°x,3-xa0.128•),or RT3OF o -3'x 0,133'nails �„� o. NO ADDITIVES SHALL BE PERMITTED WITHOUT WRITTEN PERMISSION FROM ENGINEER. t—a,t3"x0126•,.« 10dNAILSALLHOLES 1 Top plates,laps at comers and Intersections 2-16d Comm«lal12 x 016z');er Face nail PLUMBING NOTES 3-8dbox(21 x0113"),« -995 lbs. UPLIFT � p. ALL FOOTINGS TO BE 8" OR 6" PROJECTION ON EACH SIDE OF FOUNDATION WALL ' -bracetoeahandandplate 2.Bd omm°n(2=,;"613"," «"" ° ° ° 1---1 B 1 25Odbox(3"x0128^).or R310 ESCAPE/RESCUE OPENINGS RC LS268 &TMU26 MIN. (2)#4 REBARS CONTINUOUS, UNLESS OTHERWISE NOTED (SEE PLANS). a. PLUMBING TO CONFIRM TO STATE AND LOCAL CODES. ?tables j l q. PROVIDE MINIMUM 2"x4" KEY BETWEEN FOOTINGS AND FOUNDATION WALL. b.PROVIDE SHUT OFF VALVES ON ALL SUPPLY LINES AT ALL FIXTURES. b"bx,2, xD1,3'),« n 8d bommnn alfi x013,",.« _ TYPICAL LIGHT SLOPE HANGER �T� �/ 1•x6-eheatnm9 eo eacn beann9 att mH REFERENCE 3.3B N n W 9 2�1Od box 13'x 0 t2e•),or c. INSULATE ALL SUPPLY LINES. 2s apt "s ,',-awnl6ga,,a,a long 34°CLEAR r. CRAWL SPACE VENTS, IN ACCORDANCE w/R408 ARE TO BE LOCATED WITHIN 3'-0" vsepex(7,/i xg113,," a. MINIMUM INSTALLATION 16 0 C �.�( OF EACH CORNER OF THE BUILDING. d.PROVIDE FROST PROOF HOSE BIBS AS PER PLAN MINIMUM 2 PER NEW RESIDENCE. 3-8d<emm°n(2i/:x0131-),or FOR NAILING e OPENABLE AREA 20"CLEAR SIZE OF HANGER DETERMINED BY SIZE OF RAFTER W s.ALL FOUNDATION WALLS AT BASEMENTS TO RECEIVE BITUMINOUS WATERPROOFING. e,ALL FIXTURES TO BE AMERICAN STANDARD KOHLER OR APPROVED EQUAL 2 "t,a box l3^x0126-),or e i r o 1^x 3 end wider sheathing ro each hearing wle`eP'IiSen 1 x a,.16 Q. la/.'bn9 e MINIMUM CARPENTRY NOTES FURNISHED&INSTALLED BY CONTRACTOR. BdbP "' xDi13•,;« 5.7 SQ.FT.(SEE 3-Bd common t211i x 0131");« e EXCEPTION) '�"' ace toll f.PIPING PENETRATIONS THROUGH FIRE-RATED WALL OR FLOOR ASSEMBLIES ARE TO al0tlbox(3'x0126");or Q ° O W staples,l'xrow1,16 ga,la,a-long („) b.MINIMUM OPENING TYPICAL UPLIFT CONNECTION I--I a.ALL WOOD SILLS, BLOCKING,NAILERS, ETC. IN CONTACT WITIH MASONRY,CONCRETE OR COMPLY W/P2603. E'°or I1,b*,, 1z•x0113",,« � a ° o HEIGHT 24" H SOIL TO BE ACQ(TREATED). g. WATER&DRAINAGE PLUMBING IS TO BE INSTALLED IN ACCORDANCE w/SECT. 3_ed=emmdb"l,2..tI ,."dr i FOR OPENINGS Joist to sill,tap plate or girder 3-10dboz(3'x01281,or Toe tell o c.MINIMUM OPENING ( ) a 1�-i b. PROVIDE ALUM.TERMITE SHIELD&SILL SEALER AROUND ENTIRE PERIMETER. P2603.WOOD FRAME DRILLING&NOTCHING ARE TO BE IN ACCORDANCE w/ 3-3•x0131'half o WIDTH 20" c. ALL NAILS, BOLTS,JOISTS HANGERS&FRAMING CONNECTORS TO BE HOT-DIPPED P2603.2. PIPE PROTECTION AGAINST PHYSICAL DAMAGE&CORROSION IS TO BE IS adbox'2!2 11'"x0 ext,enail TYPICAL RT16T o INSTALLATION F_ 2 wmlolst,band lolst Or Mockln9 to silt Sdcomno.mon(xO z013]'),of d.MAXIMUM SILL GALVANIZED. TO BE IN ACCORDANCE w/P2603.2.1 &P2603.3. SEE P2603.4&P2603.5 FOR PIPES aate(roaappllatlonsalso) 3•x0131-na°II5126");« 6'ox[oenall TRUSS/RAFTER TO DOUBLE Cn U o HEIGHT OF 44" AREAOPEN AREAABLE / 17 @ 161'O/C U d.ALL JOISTS, RAFTERS,HEADERS&GIRDERS SHALL BE DOUG FIR f'b 850 PSI MIN. IN FIRE RATED ASSEMBLIES AND THROUGH FOOTINGS/FOUNDATION WALLS. '-Bc°ex t2/t12'1," ),°f 2 z Bd mmmon(21ri x 013t-},« e.MUST BE TYPICAL LSTA24 r x6•subno««lenroeacn lase Face reel O \ / 3 3.lodboxt3xa12x,013 PLATE INSTALLATION @ 16"o/C o OPERABLE `� ; W� Q STUDS TO BE MIN. HEM FIR f'b 850 PSI. h. PIPE PENETRATIONS THROUGH FOUNDATION WALLS ARE TO BE COVERED w/A 2 taples,l•Crown,169a,i3/."Img LSTA24-980lbs.UPLIFT 20 GA. e.ALL SHEATHING SHALL BE 1/2" DOUGLAS FIR EXTERIOR GRADE PLYWOOD, NAILED 6d SLEEVE 2 PIPE SIZES GREATER THAN THE PIPE PASSING THROUGH IT, IN ,Cm x010162 Bllndand face nal' 2•aumw«t°last«girder 316�<omm,n'(x O.x a 162•, WITHOUT KEYS OR 5.7 SO.FTN is.7 sa FTC N 2 t 1/4"x24" / @ 6" O.C. 2 INTERIOR&INTERMEDIATE BLOCKING POINTS.COVERED WITH 15 LB. ACCORDANCE w/P2603.4. 2-plan's(Plant d beam-t°«sroe) "'db"3°"''''« t eah bearing,face,all MINIMUM , MINIMUM 2 2-36d<dmm"(31/,"xD162•) GIRDER TO CONCRETE PIER DETAIL TOOLS BUILDING PAPER OR CELOTEX INFILTRATION BARRIER PROPERLY TAPED& SEALED. I. PIPE SUPPORTS ARE TO COMPLY w/SECT.P2605.TABLE P2605.1 APPLIES EXCEPT 3-10 <x(3 '3,j x0162', land or rim last to joist 4.3'x 013•x 0lz or End rel, CRIPPLE STUD f. ALL SUB FLOORS TO BE 3/4" PLYWOOD NAILED WITH TWIST(NAILS @ 6"O.C. LEAD PIPE IS NOT TO BE USED.PIPE MATERIALS ARE TO COMPLY w/SECT. P2609. b 4-3^x 1,Is ,far orMINIMUM g.ALL WALL CORNERS TO BE MIN. 3 STUDS NAILED 16d- 12' OI.C. j.WHERE THE VOLUMES OF ROOMS AND SPACES ARE COMBINED FOR THE PURPOSE OF a3•xlao staples)/la`crown Nail each layer asmllows 3roe, FOR20 CLIEAR WINDOW Oa FOR 24-CLEARHIEIGHT STRAP REFERENCE3.38 god common(a"xo192^);« stminambotomandam°.,ered ANCHOR BOLT DETAIL 20��(( FOR NAILING h. HEADERS,TRIMMERS&JOISTS UNDER PARTITIONS TO BE DOUBLED BLOCK BETWEEN PROVIDING INDOOR COMBUSTION AIR,THERE SHALL BE AT LEAST TWO OPENINGS 2 ealtup girders and beams,24nd+lumber x0.131•.it,-8").« 2'agge Mxon oppositesldestirop an.bortwn ¢g e JOISTS UNDER PARTITIONS. BLOCK STUD WALLS @ 1/2 STORT HEIGHTS&AT PROVIDED,ONE WITHIN 1 FOOT OF THE CEILING OF THE ROOM AND ONE WITHIN 1 FOOT 'lay- 24"zod emm°n(4•xolgz');er TYPICAL UPHD8 INSTALLATION SW&2& FLOOR �HEALR J UNSUPPORTED EDGES OF PLYWOOD. OF THE FLOOR FOR COMBINED USE OF INDOOR AND OUTDOOR AIR. SIZE OF VENTS Otlbax(3'x0128')or FattrellM ends and at each aplIce ONNECTION IS REQ'D.@ EA. I.ALL CAP PLATES TO BE DOUBLED&NAILED WITH 16d @ 12"OC LAP CAP PLATES AT TO BE DETERMINED BY MANUFACTURERS SPECIFICATIONS. 316 box33•nalls ANCHOR BOLT-TO-PLATE -3- 01(3/,•x o 13s"1,°r END OF HEADER&@ BOTTOM OF CORNER. 2 3i6tlmmmon(31/2 xD162");« -TO-STUD CONNECTION s HEADER STUDS,IN ADDITION TO e �cdger strip s0rr«nng Ioisb or raters a-30tl box(3"x 0128");or at mh lolst«rarer,race non a° CONNECTORS @ WALL STUDS& 4-3-x 0 131^nails j. HEADERS OVER DOORS AND WINDOWS UP TO T-0"WIDE TO BE(2)2x6 FOR OPENINGS 2 eddgingor blocking mJoist -10d box(3-x 0 128")or28dcommon -achend,toenall SHEAR WALLS ONLY- THE CONSTRUCTION TYPE DESIGNATION SHALL BE "III, I'll", @TOP&BOTTOM OF CRIPPLES 3'-O"TO 5'-O"USE (2)2x8, UNLESS OTHERWISE NOTED. 21/,x0131-,oft-3'x0131'Snalls "Ill", N " " 11 11 SPAONG OF FASTlNERS (SLAB ON GRADE,ETC.) III , IV , OR V TO INDICATES THE CONSTRUCTION k. FOR HEADERS OVER 5'-0" LONG USE DOUBLE JACK STUDS. ",_,..._.__.._._...._.-.._.__......__.-..._-"_-.._._.__-..__•.,.._.._-.__..__.,_......___-. - _..._,..•_-..___�-.,-____-.,._.._.-...____..____._,.____._._ __..__.....-..__,..-__.__,.______.._-_..._._ . _.-._._.,-. DESERIPTION NUMBER ND Intermeelate Table R602.3 3 !OFBUILDINGEEMENiS TYPE OPPASTFNIR'a r In�hn)a up UPHD8-3,300 Ids.UPLIFT CLASSIFICATION OF THE STRUCTURE UNDER SECTION 602 I. MIN. BEARING FOR JOISTS, BEAMS&STUDS TO BE 3 1/2". i __ O -._..-__....----------.._._____._--__.___...___-.__.._.._____-...-.__.-._._. eb°armwallaneat g tiro B SCREWS OF THE BCNYS M (Inc hea) LID BRIDGING MAX. 8-0 O.C. IN ALL FLOOR CONISTRUCTION. 4 _ Requirements FOR C RNERS& R ' " is for Wood Structural Panel ia�"���'k�UJ'3"1"ta';Yo tl"ftruaturatlV neltextetlor'w n°.n"ea'mhgTMewai°rrem�y, m.PROVIDE SO G G q _._-.-.._"__._,..-_____._._._-...__.__________-._.__..____._._ _. _ __,_ d common(2 x o 113•)naH t,unto«,wan ° FOR CORNERS& h"' mIn FLOOR TO FLOOR CONNECTION t�--��.r -_.,..._-__._-..__ - _........... ...__ _ _. .. - ..- - _- .. ; 3 _t/z Mcommon(211z x0131-),al(roon;or R5R5-0 6 lzr OPENINGS V-0"OR GREATER f� n. PROVIDE COLLAR BEAMS AT RAFTERS AS PER STATE&LOCAL CODES. (16" o/c, @ I"" "_""" Wall Sheathing used to Resist Wind TYP. CONNECTION FOR TWO 4'-5" ABOVE ATTIC FLOOR)OR 1/3RD WAY DOWN FROM RIDGE I_._._-___- .---..... ........_._..-_......_. _____...___._,_ _-.__ __,__.__.-.,. __..___,,... ....__ __...._ _______. ___-._.___ ___-_-_-'-: 12commndall(-1'rcar or RSRS41, STORY �__________ ......- _ - .-._.._.,....-._...._.._._._ __--_,•_-_._.....�_�_......_. 319/3x--3• Od comm�on(3'"x'0(1°,Y13•) 6 12fo. ROOF FRAMING IS DESIGNED IN ACCORDANCE w/THE PROVISIIONS OF CH.3 OF THEeras APPLICATIONS.. ._.. ----_-,_---._......_..__-__ . Minimum _r._-.-.__....__.__. 2 3er -31r; edt2lrz x°13r>de%r'ea''an 76/8"%%C ANCHOR BOLT@36"OC NTSIZE Press 2018 W.F.C.M. Minimum 6 2 Other wan sheathing. REFLECT[ MINIMUM SHEAR WALL SEGME I� p. PARALLAM, MICROLLAM OR WOOD STRUCTURAL MEMBERS TO BE AS MANUFACTURED Wood Nominal Maximum ' :1/a'strucfu.I.I1ulnslcflbemoard li galvanlzedm°Rngnall,/ts`heatl VE WHITE ASPECT RATIO:H/L<3t diameter«]1!e'long 16 ga staple whh T/>6 or 3 6 BY TJI CORP.OR APPROVED EQUAL. 'ahammg I"D,wn W q. MATERIAL FOR STRUCTURAL MEMBERS IS TO BE IDENTIFIED IN ACCORDANCE w/R502.1 Structural Panel Wall Stud ••,a,-stmhuracelal.>I< era galvanredmoln9nall./,s Ieaddlamee, 3 6 WALL HT.(H) SEGMENT WIDTH(W) ,', s fiberboard sheathing 11/x`Inng 16 ga Rarle wthl/tie`or l'crown B'-1" 2'-4" �' MATERIAL FOR LOAD BRIG. STUDS, PLATES,AND HEADERS ARE TO BE IDENTIFIED IN i Panel Span I Thickness Spacing g ; ar9yp maheahingn /i gal°'"meal'-wsgnyp.Wplegalya"imd, REFLECTIVE RED s'-r" 3.4. 2. tllz'long 11/a's rypawors 10-1 3 0' ' • i p 1/."galvanlEetl mat,y non,staple galvaulzeu ' PANTONE#187 ' I „ /H',gypsum sheathings lsfa•long,lsne s«ews,Tyre w or S 7 r .l ACCORDANCE w/R602.1. Minimum Nail Rating (Inches) (inches) Panel Nail Spacing Ultimate Design Wind Speed(mph) STUD TO FOUNDATION CONNECTIONmt r. STRUCTURAL FLOOR MEMBERS ARE NOT TO BE CUT, BORED,OR NOTCHED IN EXCESS "" - -g --- I I'W.rdles°I Panel',combination ennn°er pna dH rmddd,(2-.0ont to T2 ., ... '.. _. __. 1 Wind exposure category ! ;°/.'and less 6d dombrom 21"x 0120",nali,« 12 OF THE LIMITATIONS SPECIFIED IN FIG. R502.8. CUTS,NOTCHES,AND HOLES BORED IN _..__. __-._______ _____ __.__-___ , Bd cpmm on(21/z'x cra—)net _..._-____-_.. __.- . ._-__.,._____._,. ._--._..._.,----__,:-_.._._____-...-_- _._ ....._._ _. __._._ ---. _.._.,. � 8tl common(2 I2 x0.131')net or SIMPSON MST2720 GA.METAL STRAP, k� DESIGNATION FOR STRUCTURAL COMPONENTS t B1"..-'' Bd d7._-'sal(211,'x o 120")nail ° 2 z , TYPICAL UPHD8 INSTIALLATION ENGINEERED WOOD PRODUCTS ARE NOT PERMITTED UNLESS THE EFFECTS OF SUCH , Edges Field i 3 1 ,0d<emmonl3•xD146",roll,« 12 MIN.ON STUD SURFACE ) THAT ARE OF TRUSS TYPE CONSTRUCTION II d PENETRATIONS ARE SPECIFICALLY CONSIDERED IN THE DESIGN ,OF THE MEMBER,IN Size ; Penetration(in) (inches o.c.) (inches o.c.) ' B _ C D o g "''-'''' Bddeformed(211i x012°")nail ° 2 DOWN w/ 5/8 BEADED ROD \ ) ....__. . - -. . . .. - --•-____,_---- ----------_-_.-.. _.._- ._ _._.-.-..._._.__.. .. _. .__-__ - A000RDANCE w/R502.8.2. STUD DRILLING&NOTCHING ARE ALSO TO COMPLY w/ } For Si:1 inch=25.4 mm,1 foot=304.8 MITI,1 Mlle per hour=0.447 m)s:1 lesi=6.895 Milos. TYPICAL LSTA36 HOL "I11 11 L N 16d Common 1.5 24/0 3/8 l 16 6 12 140 115 110 __ __- ._.._., ._....._ • ...,_.... - --.-__..'-- -.-..._._ - "_' a_.. .-�_-- -•�-- Nails are smooth-common,box or deformed shanks except where otherwise stated,Nails used for R602.6. (SEE DETAIL) .. . . ....... ......_._..____.__ _.-.-._.._ . ...-_.. I �. . a a. � II II u- l� CO -8d Common 1.75 24/16 7/16 I 16 6 12 170 140 i 135 I framing and sheathing connections shall have minimum average bending'yield strengths as shown:80 (OR EQUIVALENT) N lI FLOOR FRAMING, IN UDING s. IN ACCORDANCE w/SECTION R312.1.3, REQUIRED GUARDS FOR HANDRAILS ARE TO _.,_,,,,- _. ___. _,_..._ _....... .... ... _....__ _. ____.._...- _-._-_.._ ..__ .. _.._..._ ..._.. __. si for shank diameter of 0.192 Inch(20d common nail),90 ksi for shank diameters larger than 0.142 REFERENCE 3.38 „ It H=,q � HAVE GAPS THAT DO NOT ALLOW PASSAGE OF A 4"o SPHERE I I ! 24 6 12 1 140 �� 115� 110 Inch but not larger than 0.177 inch,and 100 ksi for shank diameters°f 0.1.42 Inch°r less. FOR NAILING 1/? M O BE' N W �' F GIRDERS AND BEAMS t. STAIR TREADS SHALL BE 1 1/4-THICK CLEAR OAK, UNLESS NOTED. t - - - - --- --• ------ ' ______-____._._. __._. _....._, I� ��-_. b. Staples are 16 gage wire and have a minimum 7/16-inch on diameter crrown width. STROKE REQUIRED -` � F"x U. INTERIOR TRIM SHALL BE CLEAR MATERIAL UNLESS OTHERWISE NOTED. c. Nails shall be spaced at not more than 6 Inches on center at all supports where spans are 48 Inches WRAP&NAIL STRAP AROUND " " FOR SHEAR OZ-, 3 A Z = or greater, SILL @16"OC ON EACH STUD 6" DIAMETER "FIR" 7 Q � Q v. WALL&CEILING FINISHES ARE TO HAVE A FLAME SPREAD CLASSIFICATION NOT d. Four-foot by 8-foot or 4-foot by 9-foot panels shall be applied vertically.. I L. GREATER THAN 200 IN ACCORDANCE w/R302.9.4,&A SMOKE DEVELOPED INDEX TABLE IZ403.1 MINIMUM WIDTH OF CONCRETE OR MASONRY FOOTINGS QnchI e, Spacing offasteners not included in this table shall be based on Table FR6023(2), /8"%%C ANCHOR BOLT@36^oc *W NOT GREATER THAN 450 IN ACCORDANCE w/R302.9.4.TESTING METHODS MUST f. For wood structural panel roof sheathing attached to gable end roof fra"ing and to Intermediate TRUSS SIGN NOTE:INSTALL TRUSS SIGN AT LOCATION OF INCOMING ELECTRIC SERVICE.CONTRACTOR TO FURNISH AND INSTALL Lie supports within 48 inches of roof edges and ridges,nails shall be spaced at6 Inches on center where LSTA36-1,305 lbs.UPLIFT 18 GA. 1 PROFESSIONALLY.FABRICATE AS DETAILED IN DWG. U Q C) U COMPLY w/R302.9.3 LOAD-BEARING VALUE OF 501E(psf) the ultimate design wind speed Is less than 130 mph and shall be spaced 4Inches on center where the 1/4"x36" / TRUSS SIGNAGE REQ IF ENGINEERED WOOD ON PLANS SCALE: w.ALL CLOSET SHELVES TO BE CLEAR PINE UNLESS OTHERWISE NOTED. 1,500 2,000 3,000 £4,000 ultimate design wind speed is 130 mph or greater but less than 140 mph. FLOOR TO FLOOR CONNECTION x.PROVIDE 1 "WOOD CLOTHES ROD IN ALL CLOSETS. g. Gypsum sheathing shall conform to AS,M C1396 and shall be Installed in accordance with GA 253. 1 /4 ,1 = f y.CERAMIC TILE SURFACES& INSTALLATION ARE TO COMPLY w'/R702.4,OTHER Gonverrtlonal Ilght-come construction Fiberboard sheathing shall conform to ASTM C208. REQUIRED FOR UPLIFT FINISHES TO COMPLY w/R702.5,& R702.6. 1-ill 12 12 12 12 h, Spacing of fasteners on floor sheathing panel edges applies to panell edges supported by framing z.ANY CHANGES TO THE STRUCTURE SHOULD BE BROUGHT TO'THE ATTENTION OF THE 2-story 15 12 12 12 members and required blocking and at floor perimeters metro only.Spacing off fasteners on roof sheathing OPTIONAL NAILS END LENGTH panel edges applies to panel edges supported by framing members and'required blocking.Blocking of (WOOD SHRINKAGE o 12" PICAL wt�� tE ENGINEER BEFORE CHANGES ARE MADE TO THE STRUCTURE ON SITE. 3-story 23 17 12 12 roof or floor sheathing panel edges perpendicular to the framing members need not be provided except MAY OCCUR AND C as required by other provisions of this code.Floor perimeter shall be supp)orted by framing members or solid blocking. CAUSE STRAP TO ° �Pp 4-Inch brick veneer over Ilght frame or S-Inch hollow Concrete masonry i, Where a rafter is fastened to an adjacent parallel ceiling joist in accordance with this schedule, BUCKLE OUTWARD) v 1 ROOFING /SIDING NOTES 1-story' 12 12 12 12 provide two toe nails on one side of the rafter and toe nails from thee ceiling joist to top plate In TYPICAL STUD PLATE TIE SERIES - SP4 accordance with this schedule.The toe nail on the opposite side of the rafTter shall not be required. 2-story 21 16 12 12 INSTALLATION @ 16" O.C. a. ROOF COV ERING MATERIALS ARE TO COMPLY w/SECTIONS R902, R904,&R905 AND 3-story 32 24 16 12 )• RSRS-Ol Is a Roof Sheathing Ring Shank nail meeting the specifications in ASTM F1667. FLOOR TO FLOOR CONNECTION n ARE TO BE IDENTIFIED IN ACCORDANCE w/R904.4.ROOF DRAINS ARE TO BE (CANTILEVER CONDITIONS) CLEARS N � ]]OO6 INSTALLED IN ACCORDANCE w/R903.4. DRAWINGS AND DETAILS TO BE SUBMITTED. 8-Inch solid or fully grouted masonry RAFTER TO DOUBLE TOP PLATE DETAIL \17b.ASPHALT SHINGLE UNDER-LAYMENT IS TO COMPLY w/SECTION R905.2.3. SELF SEAL t-story 16 12 12 12 EXIST 2X4 STUD WALL @16"D.C. li TYPICAL LSTA R4F�S10�P STRIPS AND FASTENERS ARE TO COMPLY w/R905.2.4& R905.2.5. DETAILS OF 2-story 29 21 14 12 FOR NAILING PROP INSTALLATION @ 16 a/c 3/9/16'I Z LSTA24-980lbs.UPLIF DWG. NAME: ASPHALT SHINGLE ROOFING INSTALLATION ARE TO BE SUBMITTED. FOR ROOF SLOPES 3-story 42 32 21 16 FA ENER -1 X1 1/2 TO DOUBLE LVL TYPICAL KST237 N 20 GA.1 1/�'x24" OF 4/12, DOUBLE UNDER-LAYMENT IS REQ'D.IN ACCORDANCE w/R905.2.7.THE REQ'D FASTENERS:10S I I/4"x-9801bs.UPLIFT 20 GA. DETAILS UNDER-LAYMENT IS TO CONFORM w/ASTMD226, D 1970, D4669,AND D6757, AND IF PLATENERS:10 10dX1 1. Tq EXISTING G 2X4 SILL 1 1/4"x24" / � ° APPLICABLE,TYPE CLASSIFICATION INDICATED IN ACCORDANCE w/TABLE R905.1.1(1) For SI:1 Inch a 25.4 mm,t pound per square foot a 0.0479 kGa. PLATES END L NGTH c. FOR ROOF SLOPES,ICE PROTECTION THAT CONSISTS OF AT(LEAST 2 LAYERS OF PROPOSED 2X4 DOUBLE TOP PROVIDE BLOCKING —_� 1"MIN. s 12" PICAL & NOTES UNDER-LAYMENT CEMENTED TOGETHER, OR A SELF ADHESIVE POLYMER MODIFIED o.Where minlmum footing width Is 12 Inches,use of a single wythe of solid or DOUBLE full routed 12-Inch nominal concrete masonry units Is permitted. TOP PLATE PLATE BITUMEN SHEET, IS TO BE USED&IS TO EXTEND FROM THE EAIVE'S EDGE TO 24" MIN. y g s INSIDE THE EXTERIOR WALL LINE OF THE BUILDING IN ACCORDANCE w/R905.2.7.& REFERENCE FLOOR-TO-FLOOR FOR NAILING 8 R905.1.2. N U INSTALLATION @ 16" o/c FOR NAILING DWG. NO.: a ��' FOR NAILING 12"MIN. y �l d. FLASHING MATERIALS ARE TO BE CORROSION-RESISTANT AND INSTALLED IN Is r` r I I ACCORDANCE W/R703.8, R903.2, & R905.2.8. - 2X4 STUD WALL @ 16" 1 PROP 2X4 STUD WALL @16"O.C. EACH STUD e.HOUSE WRAP MATERIAL OR BUILDING FELT& IT'S INSTALLATION ARE TO COMPLY w/ TRAP A - 2 17 R703.2 TYPICAL H 1 6 -1470 lbs. UPLIFT (0.148"x1 1/2") !; f.WEATHER RESISTANT SIDING ATTACHMENT AND MIN.THICKNESS ARE TO COMPLY w/ TRUSS/RAFTER TO DOUBLE °/ WALL TO CRIPPLE WALL CONNECTION R703.3.2. PLATE INSTALLATION PAGE 2 OF 2 I ,41Tt.�� r� ,� t• � fl'aFR41 hS � Y �;� a �a3 ea. f,l 1 I r J p, :�c kjil J- ' J JUN 1 3 2025 LV Bulldinq Department Town of SOuthold �J D—_6 4 of Et t i 1 _& L F 1 +! ti.rp r, r.- cP ,� 0 � � I� I� if��I f I { 11' � 11 EI el' f11e 1 [0 awl 1 alp • J' l z