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Home My WebLink About40522-Z og�EFa(k�o� Town of Southold 11/22/2016 o P.O.Box 1179 53095 Main Rd oy, ao� Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 38666 Date: 11/22/2016 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 455 Bayer Rd., Mattituck SCTM#: 473889 Sec/Block/Lot: 139.-3-12 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 2/29/2016 pursuant to which Building Permit No. 40522 dated 3/14/2016 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 wood deck and wood stoop, to an existing one family dwelling as applied for. The certificate is issued to Minguela,Norma of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 40522 9/21/2016 PLUMBERS CERTIFICATION DATED 10/13/2016 Mattituck Plumbing&H96ng AuthorizAT Signature o�SOFFntcvTOWN OF SOUTHOLD BUILDING DEPARTMENT y 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#: 40522 Date: 3/14/2016 Permission is hereby granted to: Minguela, Norma 455 Bayer Rd Mattituck, NY 11952 To: construct additions and alterations to an existing single family dwelling as applied for. At premises located at: 455 Bayer Rd., Mattituck SCTM # 473889 Sec/Block/Lot# 139.-3-12 Pursuant to application dated 2/29/2016 and approved by the Building Inspector. To expire on 9/13/2017. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $326.00 CO -ADDITION TO DWELLING $50.00 $376.00 QB Inspe to - 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- $100.00 3. Copy of Certificate"6f Occupancy-_$:25 - 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00, Commercial$15.00 r�q > Date. oZ d\ I , o New Construction: OldPre-existingor Building: y (check one) Location of Property: "7 Jc \)P►� � Ip v 1Q House No. ,g�Street / Hamlet Owner or Owners of Property: Mtn r- /47 -1, / I 1 el>If! Cl%- Suffolk County Tax Map No 1000, Sections Block 3 Lot Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ Applicant Signature pF 50!/r�®C 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 roger.riche rt(cD-town.southold.ny.us Southold,NY 11971-0959 �lyC®UNl`1,�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Minguela Address: 455 Bayer Road City: Mattituck St: New York Zip: 11952 Building Permit#: 40522 Section: 139 Block: 3 Lot: 12 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Rocky Point Electric License No: 32644-ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor X 1st Floor X Pool New Renovation X 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 16 Ceiling Fixtures 2 HID Fixtures Service 3 ph Hot Water GFCI Recpt 3 Wall Fixtures 3 Smoke Detectors 3 Main Panel A/C Condenser Single Recpt Recessed Fixtures 14 CO Detectors Sub Panel A/C Blower Range Recpt 20-A Fluorescent Fixture Pumps Transformer Appliances DW Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches 10 Twist Lock El Exit Fixtures 11 TVSS Other Equipment: 3- Combination Smoke/CO Detectors, 1- Paddle Fan, 1- Exhaust Fan, 2 ARC Fault Circuit Breakers, 7- LED Under Counter Lights. Notes: Inspector Signature: Date: September 21, 2016 0-81-Cert Electrical Compliance Form.xls - i r op l Telephone(631)763-1802 ` 'Pax WI 117fi M09. P.O.Box 1179 Southold,NY 11971-0959 � Y� BUaDING DEPARTTv EW D [EC[E0'v[E TOWN OF SOUTHOLD D OCT 1 6 2016 BUILDING DEPT. CERTIFICATION TOWN OFSOUTHOLD Date: Building Permit No. 0 5' 2, Owner: (Please print)& PI // Plumber: ln-�k4uc.-, I tL) n,f�"e� (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. c P umbers Signature) Sworn to before me this 1�J day of , 20 CHELSEA L. CHALONE Notary Public,State of New York` Registration #01 CH6287106 Qualified In Suffolk County Commission Expires August 5,2017 Notary Public, &r� O)Y-- County of so cou TOWN -OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ZF94 DATION IST ] ROUGH PLUMBING [7FOUNDATION 2ND INSULATION FRAMING / STRAPPING FINAL FIREPLACE L& CHIMNEY FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) ELECTRICAL (FINAL) CODE VIOLATION CAULKING KS:_ Zt��' K 2,4:�04C�� or IF _ INSPECTOR21� DATE — rjf so qol� cou TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ I FOUNDATION IST [Vj`-ROUGH PLUMBING [ ] FOUNDATION INSULATION [ &,,rfRAMING STRAPPING FINAL ] FIREPLACE & CH NEY FIRE SAFETY INSPECTION ] FIRE RESISTANT CONSTRUCTION FIRE RESISTMT PENETRATION ELECTRICAL (ROUGH) ELECTRICAL (FINAL) CODE VIOLATIO CAULKING 77& 1 REMARKS: D AT E -13 ZA4.a- INSPECTOR-2?�4- SOUlyol � o o�yCoulm, - TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [Vf'-OUGH PLBG. ;FQONDATION 2ND [ INSULATION FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: 62� /i. r r Lop 0 DATE O-1 A� INSPECTOR ` rsf s 0 TOWN, OF SOUTHOLD BUILDING, DEPT. 765-1802 INSPECTION ' ] FOUNDATION IST ] ROUGH PLUMBING FOUNDATION 2ND INSULATION FRAMING / STRAPPING FINAL ] FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) ELECTRICAL (FINAL) CODE VIOLATION CAULKING REMARKS: DATE -' INSPECT R SO(/lyolo cou TOWN OF SOUTHOLD BUILDING DEPT. 765-1602 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) REMARKS: P � DATE INSPECTOR(Z( InaF SOUlyolo TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] IN ATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: c DATE INSPECTOR ® .G® � �� Christopher Jeffrey Architects plic 07.25.116 www.chdstophegeffreyarchitect.com Applicant: Norma Mingeula CC�I�DVLPermit#: 40522 o D Property Location: #455 Bayer Street JUL 2 6 2016 Mattituck, New York, 11952c BUDDING DEP'' Attn: Mike Verity TOWN OF SOUTHOLD Town of Southold Building Department I am submitting this letter to confirm the R value of the new ceiling at the addition to the above mentioned Residence. I can confirm that ICYNENE open cell spray foam insulation was installed and completely fills each joist bay (2x]O's) at 9 1/2" deep. This insulation has an R value of 3.7 per inch. This provides a total value of R-35 for the ceiling. Originally we specified 2 x 8's for an R-28 value as shown on ResCheck submitted. We increased the depth to achieve a greater value. Please feel free to contact my Office at either of the phone numbers provided below if you have any require additional information. Resp ( • Chri A er ' 4 - ® ' ct 11 sheridon road hampton bays new york 11946 309 a 18th street suite 31) new york new york 10003 ph 631 594 5485 ph 212 683 6462 Christopher Jeffrey Architects plic 08.04.16 www.christopheqeffreyarchitect.com Applicant: Norma Mingeula D [E(gR0'V[R Permit#. 40522 D Property Location: #455 Bayer Street OCT 1 8 2016 Mattituck, New York, 11952c Attn: Mike Verity BUILDING DEMTOWN OF SOUTSOLD Town of Southold Building Department I am submitting this letter to address the Manufacturer change in the new ceiling beam at the addition to the above-mentioned Residence. The beam shown on Page S-1 is a 5-1/2" x 11-7/8" Truss Joist PSL, a 5-'/2" x 7-7/8" Anthony Power Beam was installed in it's place. I can confirm that the Anthony Power Beam exceeds the requirements for the structural load conditions. Pleas a to contact my Office at either of the phone numbers provided below if you have a q uire additional information. ON "g10PHER� Res F� 0 Christo r� ect E 11 sheridan road hampton bays new york 11946 309 a 181h street suite 3D new york new york 10003 ph 631 594 5485 ph 212 683 6462 Christopher Jeffrey Architects pllc 10.19.16 www.ch6stophegeffreyarchitect.com Applicant: Norma Mingeula Permit#: 40522 Property Location: #455 Bayer Street Mattituck, New York, 11952c Attn: Mike Verity Town of Southold Building Department I am submitting this letter to address the poured concrete footings at the above-mentioned residence. I can confirm that they were installed as shown on the Permitted drawings and meet the requirements for the structural/bearing load conditions. Please feel free to contact my Office at either of the phone numbers provided below if you have any concerns or require additional information. Respective Ali# Christ r J chit rY #031547 031541• OF WS'. D [EC[EGV[E DD NOV - 1 2016 BUILDING DEPT. TOWN OF SOUTHOLD 11 sheridan road hampton bays new york 11946 309 a 181h street suite 3D new york new york 10003 ph 631 594 5485 ph 212 683 6462 i r • STATE ENE-ROY � - • r - -- Mim _ ��' 1 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 sets of,Building Plans TEL: (631) 765-1802' Planning Board approval FAX: (631) 765-9502 _ Survey SoutholdTown.NorthFork.net PERMIT NO. �` Check Septic Form N.Y.S.D.E.C. Trustees D d.PC.O.Application F1ooermit Examined ,20 Single&Separate All FES 29 Storm-Water Assessment Form fContact: Approved + ,20 G Disapproved c DEM OFS U1$OLD Phone.(G Expiration ,20 ui in I Spector APPLICATIONFOR L'DING PERMIT ' Date , 20 INSTRUCTIONS:. a. This application MUST be.conipletely'filled in by typewriter or,in ink 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 premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may,not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector.will issue a Building Permit 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 whole or in part for any purpose-what so ever until the Building Inspector issues a Certificate of Occupancy. f..Every building permit shall expire-if the work authorized has not commenced=within,12 months after the date of issuance or has not�been completed within.1,8 months from'such date.If no zoning amend'nients or other regulations affecting the property have been.,enacted'in the interim,the Building,Inspector may authorize, in writingthe extension,of the permit,for an addition six months. Thereafter, a new permit shall be required. APPLICATION,IS HEREBY MADE to the,Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York,and ether 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 code,housing code, andregulations,and to admit authorized inspectors on premises and in building for necessary inspections. ' y (-i nature of app icant or name if a c p xation) kck /Vy ( ailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises NbPM0% M,n4 u,e 1&_ { (As on the tax roll or latest deed) y' If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders'License No., Plumbers License No. Z 3 G` " M P Electricians License No. 3 2(o Other Trade's License No. 1. Location of land on which proposed work will be done: q House Number Street Hamlet County Tax Map No. 1000 Section R Block 3 Lot_ - ' Si.,i),l Fi�l•`il�}�t.�9�1i�C9�91 Subdivision Filed Map No. Lot 2. State existing use and occupancy of premisgs pd ' tended use and occupancy of proposed construction: a. Existing use and occupancy reS IGjpA. �a b. Intended use and occupancy 3. Nature of work(check which applicable):New Building Addition K Alteration Repair Removal Demolition Other Work r _ (Description) 4. Estimated Cost �'� t•._ I 1 ( ob paid on filing this application) 5. If dwelling, number of dwelling units Number o£�d ell'ng inion each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specifq acrd of each type of use. ISI d'od i► day•.. 7. Dimensions ofe isting structures, if any: Front ` Rear Depth Height 2:) Number of Stories '2- Dimensions Dimensions of same structure with alterations or additions: Front 2 Rear Depth I(P Height Z 5 Number of Stories Z 8. Dimensions of entire new construction: Front Z Rear Z Depth l Z, Height I I Number of Stories I 9. Size of lot: Front Rear 5'b Depth I 10. Date of Purchase 7060 Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO� 13. Will lot be re-graded? YES NO X Will.excess fill be removed from premises? YESNO 14. Names of Owner of remises NMI;, Af9Jk Address W LAI Phone No.t0 3 9 $L(o Name of Architect h N SJ 2� rte_ —Address- 11 iVA G Phone No (,� �1 "4 Name of Contractor wair 01 6640 , Address Cta Phone No. 3 g-3 0 �V 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO__ * 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 OF� N0rmn _a µ being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the (Contractor,Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sw.prnit before me th' p10 day of E'E Jf�_ rua 20 e Notary Public Signature Applicant MARY LOUISE SANTAC^OCE j Notary Public,State of New York No.01SA6051325 i Qualified in Suffolk County 1 Commission Expires November 20,20 7 Ha Annex Town, ZGQVE "VSKRIDR,oad P.O B=1179 nii M—MUS int ir9ra�9se JUL 12 HUXDING DEPT BUUMMGMARTMETr TORN OF SOMO LD TOWN OFSOUTHOILD AP_BU_Qffj.1QjN FOE-ELECTRIQAL INg TION REQMTED Or. kXv '7 Compgmy Name: _ZCCX�4 1:_: L�_-- . Name: 3d Gq4 P�l F:- dress: Rn _8QX 6. qq 5 - Obcxy Rzmxjl T No.: (.o'.5C, I &-2> J --5�'f , (4 r JOBSITE INFORMATIOW (Indicates required inIbmation) Name., *Address: 415 5 /Z AV/?-,772 *cww street, Thone No.: pwmftNo.: Tax,Map District: 1000 Section: Block. Lot *BRIEF DESCRIPTION OF WORK(Plewe Paint Cb") FEkJC)0197M 0/0 O%M Cbefe All That Apply) 1p job ready for hqmdon: , Rorer 1.nj FkW Mo-you need a Temp Cerdoete: YES 66 Tamp Inkmadon(If modes!} *Servloe Size: I Phase 3121ase 100 150 200 300 350 400 00w "New Swvkw-- Reamunt UndwWwW mwow of Matin Ctmp of Serywe omftw AddMeW Intbrmadon: WE WffH'APPL1Q_AT10N 024%PgW fbrftMedmForm -,t Scott A. Russell ��`�V �` �. STORNIWA\TJER, SUPERVISOR o MANA(G IMMUEN T z � SOUTHOLD TOWN HALL-P.O.Box 1179 t0 .S 53095 Main Road-SOUTH OLD,NEW YORK 11971 Town of>So u th o l d CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT) - DOES THIS IPR03 EtCT INVOLVE ANY OF THE FOLLOWING: Yes No e (CHECK A11'FHA? APPLY) ❑ A. Clearing, grubbing, gf ading or stripping of land which affects more a% than 5,000 square feet of ground surface. ❑® B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑ • . Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑ D_ Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑ . Site preparation within the one-hundred-year floodplain as depicted - -on FIRM--Map--o-f-any-watercourse: 1 s ❑ F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. APPLICANT (Property Owner,Design Professional,Agent Contractor,Other) S.C.T-M. #' 1000 Date: NAME: 133 6 Va a-ag-i� Cl Section Block Lot Contact Information 3 ( p'! O Lho alp r<.m� .�,�x• Reviewed By- — — -- — — — — — -- — — — — — — — — Dat taa—,QQ9_1 Property Address / Location of- Const(uction Work. — 544A,pproved — — — — — — — — — — — — — — — for proce»tng Building Permit Sormwater Management Control Plan Not Required — — — — — — — — — — — — — — — — — W � �—Z Stormwater Management Contiol Plan i� Required (Forv.ard io Cngmming Department for Review) F01"I\1 ' SMC P - TOS M \Y 20 1.I Z z- _ 4 1 4 ` 1� • L � f�S L w.db •.; TOWN OF SOtTTHOLD IMG_0582.JPG 7/11/16, 10:06 PM ik T s d U� about:blank Page 1 of 1 -. `�� 52;x' q�. �. _ _ � , ��- �.� ,� ., � . , . -, �, _� -_- =:: .. ; � -.1 � � ..:}y � �.:: ,.. -� �.�, �� '�; i ., i +" I - ��. ,a � � � � _ . ,'� � + ,�, Z. t � . t f. I �4 F 1 �5�� .w = �.,�- .�,,.tei4 1 h� F � 1� {�' � - } FiR i �':"- a`_ � �`t t x" �'� �� L�' -'k -...., s_"t `�`;`'. �+ r.+ f • �, it ii � � f i *0 row �A ,to w { E e �v . Y .--- n i! 4 455 bayer-ed ward.gatto22Cagmail.com-Gmail 3/28/16,8:12 AM r 4 ,+ ;4R https://mail.google.com/mail/u/0/?shva=I#search/from%3Aheath%40li...com+filename%3AOpg+OR+jpeg+OR+png)/153ae1319c26a1d4?projector=1 Page 1 of 1 (no subject)-edward.gatto22@gmail.com-Gmail 3/28/16,9:16 AM w . -t. ,. s ' https•//mail.google.com/mail/u/0/?shva=1*inbox/153bd3ald7dc2767?projector=l Page 1 of 1 IMG_0556.JPG 10/18/16,5:25 PM `r D about:blarik BLUDING DEPT. Page 1 of 1 TOWN OF SOUTHOLD IMG_0557.JPG 10/18/16, 5:25 PM i r DD BUILDING DEPT. about:blank TOWN OF SOUTHOLD Page 1 of 1 S _y ... .. -_. .. —..,-.�..-...�_—. -' _ �,•� �� V;, L � __ �' _, , Y .' `\} �,. _ . �+ ,l �.a �. z, � � - , ;� �„� *: .. _� r . .. • ti r�. i r i ,� � —� � ' ` .� .. � - .y �:. �. � �,� - ,. � ;_ arirr�3► s � �.. �_ -��,�: �- *� .: - :� _ �,. �.. - • �. .. -+� z �. a •' r . • _ P `. , � • ,. r' l�0,0 TOWN OF SOUTHOLD PROPERTY RECORD G'aA►RD W OWNER STREET VILLAGE DIST. SUB, LOT ,3 �, f C � 9D' P T � I 70 � r r 7�'Gt FORMER OWNER f N E &0 (wk 0os9 NU;WIA��. ki ACR. Ions S W"1Ce',ITYPE OF BUILDING r- ,�ize•jFc PYf i 4 r IES. 910 SEAS. VL. FARM comm. GB. misc. Mitt. Value o LAND IMP, TOTAL DATE REMARKS In m 6�o C) � 3 0 0 Q r Cpvo .3aot7 7 Ya 7Z JI d1.Jl.t} Lon en' - At J AGE BUILDING CONDITION NEW NORMAL BELOW ABOVE FARM Acre Value Per Value Acre ,.•iiiable 1 Ln cr)'illabie 2 o - illable 3 to (oodland iRnrompIcnd FRONTAGE ON WAFER o, m•ushland FRONTAGE ON ROADLO U �'rr m ouse'Plot DEPTH BULKHEAD m , m 3tal DOCK .r ,� _j,,.. ■■■■■■ ■■■■■■■ ■■■■NOME■ ■■■■ No MEMO■■ Y ■ MEN iii■ M■■i MESON ■E■ii MESON lamOMEN ■■■■■■■■■■■■■ MEMO ■M■■■ ■■ ■■■Ei■■Ei■■■■ ■■iN■ ■ ■■MEM■■EE■MSEE■MOM■ E■E■■E■ ■■M■■■■■EM■i■�■■M MEMO ME ■■■■■■■EE■■■■M■■ti■ ■MMMEM■ ■■■OMMM■Mi■■■■MM■ ■■OMMEE ■■■MMM■ME■■OO■ME■ • M■■■■■EM■■O■■MM■EM■M■■MMM■ ■■■MME■JMMMM■OM■■M■■NOON ■■■ ■■■M■■E ■M■■MMM■MMMMMEM■■■■ ■■M■MOM■■■■EE■■ME■ oundation :. Interior Finish i t SURVEY OF LOT 54 N AMENDED MAP OF MATT I TUCK HE 16HTS �, �- PROPERTY OF &USTAV BAYER � {� Filed July 24, Ic135 as Map No. 1154 S SITUATE: MATTITUGK TOWN: SOUTHOLD QST SUFFOLK GOUNTY, NY P15� �S SURVEYED 6-28-2000 O� AMENDED 0-7-10-2000 SUFFOLK COUNTY TAX # OO o ,?o40 1000-13a-3-12 ' o .� O r IS40 O 00-9 CERTIFIED TO: GHRISOULA 6EORGAKOPOUL05 6 NORMA MIN6UELA GOMMONNEALTH LAND TITLE INSURANGE GOMPANY 300, ry o'�, ti��GF ° �C-0 ryv O �1� I � I o0 p ' SO '� 09 I - a�na-tntnz±tl a¢eraeon tr atltl�,stn to o s r.ey ��;� •trot<n cr eect,cn.ea e:o-.��scn;or ma \�v I�er�T_rk Mete Ed:catun L��' ~"eny_epme iron en±or gl of the tusked i nth-trraindi:,the sand syr auor2 stop. 1-1_non-con otl.to e± one":ry 1 � ��e♦ `C±rhri.atgtrs--t—d ,v e, M1h the±i- ��///y(( 9tl i jjjj�� ,Code Pr=yore 0- MONUMENT ulna L..tle or Fra.n_e Fir Lxtl r.15.-Pt±tl NOTES: G. y the 1!e Y rk= t id[ n to F trenitn�l Lantl S.r.eyers So�O.eftd�_atitns:hall rvn only to the Person itr.Jv:m lha sr±j¢Prepared MONUMENT c `/ v � � � t ee a yrtt±c Het- o._3 et "'.� toy oaana tl iendm t t t- n-ted Hereto ono et the a=six�e±s cf rh±i±ntlma nsbhten Ctl � r 1�r• - 1 � teas ae Hat[ran_rer_.c�a t_»Sty=n-�t r+s:htcns S• � 7 AREA = -7,500 5F OR 0.I7 ACRES ' ' •' o� JOHN Ca EH LEES LAND SURVEYOR ��. AV 6 EAST MAIN STREET N.Y.S.LIC.NO.50202 GRAPH I G SGALE I"= 20' �``� r �N �v. RIVERHEAD,N.Y. 11901 ` 369-8288 Fax 369-8287 REF.—D:\PROS\20-202.PRO R ES,checkSaft are Ver in n 4.4.3 Compliance Certif 1cate Prpject'rIHfe- Minguela Residence 2WS IECC SuIT,04k Cuouatv, New Yark ,10: &Lt o-T4c,.-• Sl;?lq Family 11��J, A4 IlloWANcrabon (:cnMy-kon Silo Own,-nIkqen: 4!to Cuter Pz-ad' NcAt�!j klknjuela Gtnsl.DpN delftay M-.txA.NY 11:°1? 4Yj Bap--tRmd Chr4lrltW.Wi3y Arr4,jljActspLIt NL=Kh,fly 11;'62' 11 5 WdEffl 1110�., 347 224 MAI WjjrVInn Ea, ,0!;,NY j 1-946 611,59L4 941,5 3-0%Better Than Ccdc Mlyhmkim Qx IGI 98 Mrv%krbw UwCp mrf.`ci,Erfl-A-� &i i b#", wAcj cj rvL-m&7 L Catre-dral Ec,-Drgi 314 Skl� -nnall r-'Zr-- V AAW 13 -I cM V&AM;!'Ffwt%?kith 7 t*, IL,C--E '/";ail 1.'l,Ooj rrMrd 1`!r ZI r 13,0 MCI 10 IV I Ir 13 4, (141 1.0 1 210, 10-0 01. 14 T1111=w 9'VIP 10 Lr I-a 'HCl 0A Uzmawi 1:Ala_erre,RM,,dk,ftjlt,.ffrqcr ; v -�l 00 too 1h,Z] C 7Mpin, Oz Grawl 2'Masorry RCCR bNifli EMh,celf-S 44 ®L1 go LI Viail rwWI-t-3 4- Ccl,th irm-latIC.ri 3 4 Irdice d- , X12' .Vt wu)C-Irocj Cpl3 BOO 5 CV[irkstpulkto gdb? :2 4 r�-iatrn 6=.Ih -1 X Ir—fn t-2a,--g;Fc-Onth.0 2' ftiLwwm:TL-�--,prcper,--tub"mragn n�74fl sWftaiious,and of-aer XoN[GCC,reclum-fro=1r,kr R-zr-x,W.k k', cp 4 4 rI; t9 Mr-1.0ty�AW)krw mand:taq r- WIN I I m I OT4 Or". —aj Nurect rdte: %"ueln Hn-k-ha RLP-t date:MW1 111 F, PKkyt 1 N: k I f2oop Lv� REVISIONS BY UP GENERAL NOTES CONCRETE NOTES �G HI's ` I 1. ALL WORK TO BE DONE IN ACCORDANCE WITH ALL FEDERAL, NEW YORK STATE AND LOCAL CODES AND AGENCIES HAVING 1.DESIGN,MATERIALS A METHODS OF CONSTRUCTION SHAH COMPLY WITH THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE ACI •18 JURISDICTION. 318 OF THE AMERICAN CONCRETE INSTITUTE-LATEST EDITION.ULTIMATE DESIGN STRENGTH FOR ALL REINFORCED CONCRETE SHALL BE 3000 PSI.AT v W 0 tSl oN O 2. CONSTRUCTION SHOWN AND SPECIFIED SHALL CONFORM TO THE IRC 2009,NY EDITION (INTERNATIONAL RESIDENTIAL CODE)AND SHALL 28 DAYS,EXCEPT CONCRETE SLABS,WHICH SHALL BE 4000 PSI. Z r�fl FVOOR+ I ��S 2. TAKE PRECEDENCE OVER ANYTHING NOTED ON THESE DRAWINGS. CONCRETE TO BE POURED IN AMBIENT TEMPERATURES OF 40+DEG.F.IF POURED IN COLDER WEATHER THE CONCRETE MUST BE PROTECTED FROM 3. OWNER AND ENGINEER TO VERIFY SETBACKS, BUILDING HEIGHT, ETC., PRIOR TO CONSTRUCTION TO COMPLY WITH ALL APPLICABLE FREEZING FOR A PERIOD OF 14 DAYS. W h1 WM U ILMI N b �y ZONING REGULATIONS. A.KEEP FORMS IN PLACE,COVER TOP AND SIDES OF FORMS WITH INSULATED TARPS FOR PROTECTION FROM WIND FOR A MINIMUM OF 3 _ 1,4 1�j1 P6�td I'f .11:10 4. ANY FOOTPRINT OR LIVING SPACES ADDITIONAL(NOT SHOWN ON DRAWINGS)ADDED DURING CONSTRUCTION ARE TO BE VERIFIED FOR DAYS AFTER POUR. __TB.AFTER FORMS ARE REMOVED, PROVIDE INSULATED TARPS TO HOLD HEAT AND PROTECT FROM WIND FOR A PERIOD OF 14 DAY AFTER ZONING COMPLIANCE BEFORE ADDITIONAL CONSTRUCTION COMMENCES. ] 5. ANY CONFLICT OR DISCREPANCY WHATSOEVER BETWEEN DRAWINGS,SPECIFICATIONS AND EXISTING CONDITIONS SHOULD BE BROUGHT POUR. R �- {200 TO THE ATTENTION OF THE ARCHITECT BEFORE PROCEEDING WITH THE WORK.CONTRACTOR IS TO VERIFY ALL EXISTING DIMENSIONS, DO 3.CONCRETE AND REINFORCING MATERIALS SHALL CONFORM TO THE FOLLOWING STANDARDS-LATEST EDITION NOT SCALE DRAWINGS. A.PORTLAND CEMENT AS PER ASTM C150-TYPE 1. 6. THE DRAWINGS AND MODELS ARE TO REMAIN THE PROPERTY OF THE ARCHITECT AND ARE INTENDED FOR THE USE ON THIS SITE ONLY AND B.CONCRETE AGGREGATES AS PER ASTM C33,3/4"MAX.SIZE. I'i'GN r MAY NOT BE USED OR REPRODUCED FOR ANY PURPOSE WITHOUT THE WRITTEN PERMISSION OF THE ARCHITECT. C.WATER SHALL BE CLEAN AND FREE FROM INJURIOUS AMOUNTS OF OILS,ACIDS,ALKALIS,SALT,ORGANIC MATERIALS i DELETERIOUS I I1 7. ALL SHORING,SCAFFOLDING, ETC. SHALL BE PERFORMED IN AN ORDERLY AND CAREFUL MANNER IN STRICT ACCORDANCE WITH OSHA SUBSTANCES. REGULATIONS AND ACCEPTED SAFE CONSTRUCTION PRACTICES. D.REINFORCING BARS SHALL BE INTERMEDIATE GRADE NEW BILLET STEEL,DEFORMED AS PER ASTM A615,GRADE 60.ALL SPLICES SHALL BE I I 1 5T PL.Oog- 8. THE GENERAL CONTRACTOR SHALL REQUIRE ALL SUCCESSFUL BIDDERS AND SUB-CONTRACTORS TO FURNISH COPIES OF INSURANCE A MINIMUM OF 40 DIA.IN LENGTH.HOOKS AND TIES SHALT CONFORM N A1851.STANDARDS. CERTIFICATES IN EFFECT AS EVIDENCE THAT THIS WORK IS FULLY COVERED BY WORKMAN'S COMPENSATION, PUBLIC LIABILITY AND E.COLD DRAWN WIRE OR WELDED WIRE FABRIC AS PER ASTM A82-84 AND A185-84. �AM I L.-� Q rj• PROPERTY DAMAGE INSURANCE. F.WATERPROOFING AS PER ACI 515.1 R-79. I V E R ARCHITECT - ENGINEER ARE NOT RESPONSIBLE FOR THE INSPECTION, SUPERVISION, OR 4.ALL CONCRETE SHALL BE AIR ENTRAINED(5-7%RETENTION). I "i re'I.(r, Trly 9. DESIGN CONSULTANTS OR RECORD * �' e O ADMiNISTRATiON OF THIS CONSTRUCTION PROJECT. 5.ALL FOOTING AND STRUCTURAL SLABS SHALL BE POURED ON UNDISTURBED VIRGIN SOIL HAVING A MINIMUM BEARING CAPACITY OF 2'TONS PER I (Z.O/I-Dpi-_�lJ rwTd F• 'PIJH R` �J U 10. PROVIDE TYPE"X"GYPSUM SHEETROCK AT GARAGE WALLS AND 2 LAYERS @ CEILING ADJACENT TO LIVING AREAS. SQ.FT. W t'� �p -I•Jry i-1 WO�s -4-L-4-14(o I-1 avir�1 N 'f0 11. ALL CONCRETE WORK SHALL CONFORM TO THE LATEST ACI CODE AND DETAILING MANUAL.All CONCRETE SHALL BE STONE AGGREGATE 6.THE CONCRETE CONTRACTOR SHALL COOPERATE IN SETTING ALL ANCHOR BOLTS,INSERTS,SLEEVES,ETC.AS REQUIRED BY THE OTHER TRADES. I - -- - _ WITH A MINIMUM 28 DAY STRENGTH OF 3000 PSI,CONCRETE FLOORS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4000 PSI. 7. LEGS OF REBAR ACCESSORIES SHALL BE PLASTIC TIPPED. ALL SNAP TIES AND WALL PENETRATIONS SHALL BE CUT BACK AND GROUTfED SO AS i ---Ill JJJ--�� 111--- ---JJI �`IJ-i`T_.GASIT L _b� L011� L t r4 to 'rO *- 12. ALL FRAMING LUMBER TO BE HEM-FIR, #2, S-DRY MINIMUM. ALL EXPOSED LUMBER TO BE PRESSURE TREATED WITH WATER BORNE PRECLUDE ANY CORROSION. Q S1v(7 r I G. SSS �G'# N L PRESERVATIVES(ACO). 8.ADMIXTURES CONTAINING CHLORIDES SHALL BE PROHIBITED. Q W M UP R OPENINGS POSTS AND PARALLEL. 9. ALL REINFORCEMENT SHALL BE TiED iN PLACE BEFORE CONCRETE IS POURED. ALL REINFORCEMENT AND FABRIC FOR CONCRETE POURED ON y. O 13. PROVIDE DOUBLE HEADERS AND TRIMMERS AT ALL STAIR AND FLOG GROUND SHALL BE SUPPORTED ON PRECAST BRICKS OR APPROVED CHAIRS. � 2� 1 y Q' 14. BRIDGING TO BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS.SPACING NOT TO EXCEED 8.0 FT. 15. All NAILS, FASTENERS, FLASHING, ETC. IN DIRECT CONTACT WITH ACO TREATED LUMBER TO BE HOT-DIPPED GALVANIZED OR STAINLESS 10. ALL REINFORCING BARS SHAH BE CONTINUOUS EXCEPT AS NOTED, LAPPED PER ASI 318, CLASS "C", WITH 40 DIAMETERS MINIMUM, BENT m ~ CV O AROUND CORNERS AND HOOKED AT NON-CONTINUOUS ENDS.FOR FRAMED SLABS,LAP TOP BARS AT MID SPAN BETWEEN SUPPORTS AND BOTTOM G•� V LO N STEEL. M 16. HURRICANE CLIPS & STRAPS SHALL BE USED TO TIE FIRST FLOOR JOISTS TO GIRDERS, FLOOR DIAPHRAGMS TO TOP AND BOTTOM WALL BARS AT SUPPORTS,REVERSE FOR FOUNDATION MATS.STAGGER SPLICES AND OFFSET SPLICES OF BARS AT OPPOSITE FACES. m " +�+ TC7 S(uPT I(s S.jS"t f� i+ I Uj (n PLATES AND RAFTERS TO EXTERIOR WALL PLATE. 11.ALL SLAB-ON-GRADE THICKNESSES SHOWN ARE MINIMUM THICKNESSES TO BE USED.INCREASE AS REQUIRED FOR DRAINAGE PITCH. 000 U 17. PROVIDE GALVANIZED FLASHING AT ALL VALLEYS;:ROOF BREAKS, CHIMNEYS,SKYLIGHTS, EXTERIOR DOORS,WINDOWS AND DECKS, ETC. 12. EXCEPT AS NOTED, ALL POUR STOPS HALL BE TREATED AS CONSTRUCTION JOINTS AND SHALL HAVE KEYS AND CONTINUOUS REBAR.WALLS �_ .,O M AS REQUIRED. SECTIONS SHALL BE PLACED ALTERNATIVELY OR WITH A MINIMUM OF 24 HOURS BETWEEN ADJACENT POURS. ��-`'� FI I F"/I� 4 �J""` i�' Imo- L/ �t �C� "l J Z �0 { 18. PROVIDE CONTINUOUS RIDGE VENTS AT All RIDGES. 13.FOR CONCRETE WALLS ABOVE GRADE,VERTICAL CONSTRUCTION JOINTS SHALL 8E LOCATED AT MAXIMUM SPACING OF 40 FT.,AT LEAST 4 FT. ` 19. FOR FLOOD VENTS PROVIDE A NET OPENING ID 11NCH PER SQ.FT.FOR EVERY SQ.FT.OF ENCLOSED SPACE REQUIRED. FROM ANY SUPPORTING OR INTERSECTING WALL OR BUTTRESS,OR ANY WALL OPENING. Ib W� `O N ALL WINDOWS AND EXTERIOR DOORS 710 BE ANDERSEN 400 SERIES WITH HIGH PERFORMANCE LOW E GLASS.PROVIDE TEMPERED GLASS AS 14. HORIZONTAL CONSTRUCTION JOINTS WILL NOT BE PERMITTED EXCEPT WHERE NOTED ON PLANS OR SHOWN AND ACCEPTED 10N SHOP _ v: 0,. Q µ t Q 20. -' i4.. REQUIRED BY CODE. DRAWINGS. n 21. ALL PLUMBING WORK SHALL CONFORM TO THE NATIONAL STANDARD PLUMBING CODE,LATEST EDITION. Q IsZ b tJ (21~ `O M 22. ALL ELECTRICAL WORK SHALL CONFORM TO THE NATIONAL ELECTRICAL CODE,LATEST EDITION. 2009 IECC CODE COMPLIANCE DATA(these are minimum requirements and my differ from actual construction techniques) 23. ALL MECHANICAL WORK SHALL BE PERFORMED ACCORDING TO THE LATEST ASHRAE STANDARDS. L I 24. ALL COMPONENTS OF HVAC SYSTEM TO BE ABOVE BASE FLOOD ELEVATION. 301.1 -CLIMATE ZONE 4A - I r I t IJ i„p r1 / 25. SEWAGE DISPOSAL SYSTEM AND FRESHI WATER SUPPLY SHALL BE DESIGNED AND BUILT IN ACCORDANCE WITH THE COUNTY DEPARTMENT 401.2 -COMPLIANCE METHOD:MANDATORY AND PROSCRIPTIVE PROVISIONS �(1 p0 �O OF HEALTH. 402.1.] -EXTERIOR FRAME WALL CONSTRUCTION: Td(41;114�� I�� kiVkiGT�LKt� _7'� ` 0 0 � 26. THE STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH THE NEW YORK STATE ENERGY CONSERVATION CODE. 2X4 min.wood studs @ 16"o.c. flC O 0 27. ALL STRUCTURAL STEEL TO BE ASTM 36 WITH ONE COAT EPDXY PAINT.All FASTENERS TO BE ASTM 1-325 BOLTS,'/:'DIA. R-13 batt/open-cell spray foam insulation TD O BACKFILL AGAINST FOUNDATION WALLS UNTIL FLOOR SYSTEM INSTALLATION IS COMPLETE. ' exterior wood plywood sheathing continuous _ 28. DO NOT BAC /z e p yW g( ) i {1. IL I � w w Q 29. PROVIDE CARBON MONOXIDE ALARMS ON EACH LEVEL AND (IF APPLICABLE) IN BASEMENT. POSITION NEAR ENTRY FROM HOUSE TO 301b.bituminous felt building paper ATTACHED GARAGE IF APPLICABLE. � � h � Z Z � 30. SMOKE DETECTORS REQUIRED IN EACH BEDROOM AND ON EACH LEVEL OF DWELLING AS REQUIRED BY THE NEW YORK STATE BUILDING 402.1.] -ATTIC INSULATION: R-38 batt/open-cell spray foam Insulation CODE. 402.1.1 -BASEMENT WALL INSULATION: R-13 batt/open-cell spray foam insulation full height(R-10 @ board insulation) �-t L.A. >_ 31. ANY ALTERATION, REPAIR,ADDITION,OR CONVERSION TO AN EXISTING DWELLING REQUIRING A BUILDING PERMIT NOW REQUIRES THAT 402.1.1 -CRAWL SPACE WALL INSULATION:R-10 foil faced continuous baits full height extending from floor above to finiish n I i -WIRED AND INTERCONNECTED SMOKE ALARMS. rade level and then vertically/horizontally an additional 2'-0". 1� ( / (p,Q 2: co ALL SLEEPING ROOMS IN THE HOUSE TO BE UPGRADED WITH HARD 9 ' 402.1.1 -FLOOR INSULATION OVER UNCONDITIONED SPACE:R-19 batt/open-cell spray foam insulation 402.1.1 -WINDOW U-VALUE/SHGC:.34 u-value(.28 provided),-31 shgc(.21 provided) S'TIt,O 1 0 0 FRAMING NOTES 402.1.1 -SLAB ON GRADE FLOORS less then 12" BELOW GRADE:R-10 ridged foam board under slab extending either 2'-10" BGG& 542* r 1.ALL FRAMING LUMBER SAALL BE GRADE STAMPED HEM-FIR LARCH STRUCTURAL GRADE NO.2(FB=115OPSI)OR BETTER. horizontally/vertical. 2. PRESSURE TREATED PILES TO BE 10" MIN. BUTT, MIN. 12 TON BEARING CAPACITY PER PILE TO BE VERIFIED BY LICENSED ENGINEER. 402.2.3-ATTIC ACCESS:attic access scuttle will be weather stri ed and insulated R-38. I ri i2 ( fl ��I��IN Uj < � >- O PP 'T W = LTJ Z >, HAND DUG PILES TO BE 5 FT.BELOW GRADE CONT. 402.4.1 -BUILDING THERMAL ENVELOPE(air leakage):exterior walls and penetrations will be sealed per this section of the Z Z 3.ALL SHEATHING TO BE APA RATED,EXPOSURE 1,5/8"MIN.THICKNESS OR AS NOTED. N 4.ALL SUB-FLOORING TO BE APA RATED S'TURD-I-FLOOR,EXPOSURE 1,3/4"MIN.THICKNESS,ALL EDGES OF PLYWOOD TO BE SET iN SOLID 20091ECC with caulk,gaskets,weather stripping or an air barrier of suitable material. "- BLOCKING,GLUE AND NAZI PLYWOOD SUB-FLOOR TO FLOOR JOISTS WITH 8D NAILS OR 1"O.S.B.SUB-FLOOR FOR 5A CONSTRUCTION. 402.4.2-BUILDING ENVELOPE TIGHTNESS TEST OPTION:building envelope tightness and insulation installation must meet(the Inspection criteria listed in table 402.4.2,a "BLOWER DOOR AIR INFILTRATION TEST"shall be performed on all ulnits. I ,�J � ¢ O N 5.WALL SHEATHING NAILING REQUIREMENTS:ATTACH 5/8" EXTERIOR GRADE SHEATHING TO WAIL FRAMING WITH 8D NAZIS @ MIN.6" P 1�1� (�'f"t D SD @12"O.C.INTERMEDIATE WHEN BASIC WIND SPEED IS GREATER THAN 100 MPH,EAVES AND GABLE END 402.4.3-FIREPLACES:all wood burning masonry fireplaces will have gasketed doors and outdoor combustion air.gas k etei I iia? Up _ _ O O W O.C.,EXTERIOR EDGES AN $"r Iv rul� +T 0 WALLS;AND 4"O.C.TO GABLE END WALL FRAMING AS PER R602.3(1). doors are not required for prefabricated fireplace units. . ' SHEATHING NAILING REQUIREMENTS:ATTACH 5/8" EXTERIOR GRADE SHEATHING TO ROOF FRAMING WITH 8D NAZIS AT MIN. 402.4.5-RECESSED LIGHTING:recessed luminaries installed in the building thermal envelope shall be seated to limit air Iv !IJ I I 2(Z y Z ,O O 6. ROOFS N 4"O.C.ON ALL BUTT JOINTS AND 12"O.C.IN THE FIELD.WITHIN 4'OF ROOF EDGE OR RIDGE SPACE 8D AT 4"O.C.WITHIN 5'CF GABLE leakage. 00 USE 8D RING SHANK NAILS AT 6"O.C.USE 8D RING SHANK NAILS AT 4"O.C.AT GABLE END WALL OR GABLE TRUSS AS PER R60t.3(1). 403.1.1 -THERMOSTAT:all dwelling units will have at least(1)programmable thermostat for each separate heating andl - l T� w 4 ¢ U 7.All HEADERS 6'-0"AND OVER SHAH BE SUPPORTED WITH DOUBLE UPRIGHTS,9'-0"AND OVER TRIPLE UPRIGHTS.ALL HEADERS SHALL cooling system per 2009 IECC section 403.1.,where a heat pump system having supplementary electric resistance i = W CSI BE A MINIMUM OF 2-2X8'S AS SHOWN ON DRAWING. heart is used the thermostat shall prevent the supplementary heat from coming on when the heat pump Can rmee ��' J N � 8.SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS PER N.Y.S.Ok AS NOTED @ 8'-0"O.C.MIN.ROVIDE 2" heating load. �� y ^ O Z o SPACE FOR AIR CIRCULATION ON ROOFS. 403.2.1 -MECHANICAL DUCT INSULATION: M Z U 9.DOUBLE FRAMING AROUND ALL OPENINGS(SKYLIGHTS,STAIRS,ETC.)UNDER ALL TUBS OR AS NOTED ON DRAWINGS. 10.DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL PARTITIONS OR AS NOTED ON DRAWINGS.ALL 4X4'S TO BE SOLD 31/2" X 3 supply ducts o attic:R-8 minimum - ' 6 X 6'S TO BE SOLID 5 1 2'"X 5'/z".PROVIDE 2X6 STUD WALLS FOR PLUMBING WHERE INDICATED ON PLANS. supply ducts outside of conditioned spaces: R-8 minimum i - ALL / all other ducts except those located completely inside the building thermal envelope:R-6 minimum 11. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED WITH RATED GALVANIZED CONNECTORS BY "SIMPSON" OR A'PROVED f 5 itv ducts located under concrete slabs: R-6 minimum EQUAL.ALL TREATED LUMBER WILL REQUIRE STAINLESS STEEL FASTENERS,ANCHORS AND CONNECTORS. 2 ..��1(LI GQ PL/O� I� 557 wig r 12. NAILING SCHEDULE SHAH BE AS PER N.Y.S. BUILDING CODE AS A MINIMUM. ALL 2X6 STUDS SHALL RECEIVE 5-10D NAi1S AT SILL 403.2.2-DUCT SEALING:all ducts,air handlers,filter boxes will be sealed.Joints and seams will comply with section M1601.4.1 of the IRC.A duct tightness test(DUCT BLASTER duct total leakage test)will be performed on all holmes ( I N I N t PLATE.ALL EXTERIOR NAILS ARE TO BE GALVANIZED, and shall be verged by either a post construction test or a rough-in test.Duct tightness test is not required If the dr 13.ALL INTERIOR AND EXTERIOR FINISHES,,FLASHING AND WATERPROOFING SHALL BE BY ARCHITECT. 14.ALL ROOF RAFTERS SHALL BE ATTACHIED TO THE PLATE AND STUD WITH GALVANIZED HURRICANE TYPE CONNECTORS DY %'IIPSON handler and all ducts are located within the conditioned space. V1 H2.5A" OR APPROVED EQUAL. FOR TIMBER PILE FOUNDATIONS, PROVIDE HURRICANE CLIPS AT THE PERIMETER JOIST TO GIRDER 403.5 -MECHANICAL VENTILATION:outdoor(makeup)air will be brought into the home thru a duct with an automatic or r c / CONNECTION. gravity damper. UNOFF -'�' : \• gl 15. ALL PRE-ENGINEERED LUMBER SHALL BE "I-LEVEL" TRUSS JOISTS (TJI)WOOD-t-BEAMS AND LVL PRODUCTS OR EQUAL. ALL IOISTS, 403.6 - EQUIPMENT SIZING:all furnaces will be 80%efficient furnaces. � ? (� P;EF�R Q E�sr GIRDERS AND HEADERS SHAH HAVE BEARING STIFFENERS INSTALLED AS PER MANUFACTURES RECOMMENDATIONS. WEB STIFENERS 404.1 -LIGHTING EQUIPMENT:a minimum of 50%of all lamps(lights)must be high efficiency lamps.' �(OF�� SER 236 �'' , 51G�'1to SHALL BE REQUIRED AT All LOAD AND BEARING POINTS AT A MINIMUM.A SINGLE 1-3/4" LVL RIM JOIST SHALL BE REQUIRES AT FLOOR -WATER HEATER: minimum efficiency established by NAECA. +T JRC CODS, - sO PERIMETERS.HANDLING,STORAGE AND ERECTION OF COMPONENTS SHALL BE AS PER MANUFACTURES RECOMMENDATIONS. -MECHANICAL TESTING:all mechanical testing to be performed by a licensed contractor, R+ RECESSED FiXTURE (O�r�� p�I 16.ALL MULTIPLE LVL PRODUCTS TO HAVE 2 ROWS OF 1/2" DIA.GALVANIZED MACHINE BOLTS @ 12"O.C.OR(2)ROWS OF 16D NAILS @ , .;,,r,<,� ,. , ' r np,41 16"O.C.@%"FROM EDGE,GLUE CONTINUOUSLY TO ALL EDGES. This contractor is also responsible for generating a Certificate of Compliance and affixing to electrical panel.. OF O".7. p g g p 9 P �-�- REC'D FIXTURE(Low �'' ' - u � RL voltage) r"' C' r'2-:2 S N `� ' O 'L+ RECD FIXTURE(Low Ttw _. :- �.r. ;:.v_'_"Y`f'. : -- U voltage w/integral transiom�er) c ` " I O.O I 22 I.IGk+1 \0 Q N ELECTRICAL NOTES: , t -1 `}• :r_.. 1.CONTRACTOR SHALL PROVIDE AND INSTALL ALL LABOR,MATERIALS AND EQUIPMENT NECESSARY TO INSTALL WIRING,RELATED FIXTURESAND V_, Q UOfl , O All MISC. ELECTRICAL WORK. ALL WORK SHAH COMPLY NATIONAL, STATE AND LOCAL ELECTRICAL CODES AND ORDINANCES AND WM-�- WALL MOUNT FIXTURE �,,;_)iii-{ ,,,i,„• _ -� � Nvp� O��' o � P PENDANT FIXTURE ! '� F,i`,": .i II /AI V7 t � N 0" MANUFACTURE'S SPECIFICATIONS. STATISTICAL DATA b DESIGN CRITERIA I"` ' ' :C. .:�'i��, �J I 2.ELECTRICAL SYSTEM LAYOUTS ARE GENERALLY DIAGRAMMATIC,LOCATION OF OUTLETS AND EQUIPMENT IS APPROXIMATE.EXACT ROUTING FC1_i( 'y`J;�e •. OF WIRING, LOCATIONS OF OUTLETS SHALL BE GOVERNED BY STRUCTURAL CONDITIONS AND OBSTRUCTIONS. WIRING FOR EQUIPMENT OWNER/APPLICANT: NORMA MiNGUELA S -�- SURFACE MOUNT FIXTURE �, `, ,Ti j' _ l',J,/�+ r.. . 1 I f �t2o�5�b REQUIRING MAINTENANCE AND INSPECTION SHALL 8E READILY ACCESSIBLE. . '' U f: ^ ) OQD X1110 D I O a 1 ri t--• 3. MATERIALS AND EQUIPMENT SHAH BE NEW AND LISTED BY UNDERWRITER'S LABORATORIES INC. AND BEAR THEIR LABEL WHEREVER PROJECT LOCATION: #455 BAYER ROAD GL+ GROUND LIGHT F,_'U-H _^I'-1,,,., !4- 0 STANDARDS HAVE BEEN ESTABLISHED AND THEIR LABEL SERVICE IS REGULARLY FURNISHED. MATTITUCK,TOWN OF SOUTHOLD,SUFFOLK COUNTY, NEW YORK,11952 3. li ISULA i IO`•11 V' -.t 4. THE ELECTRICAL CONTRACTOR SHALL CONTACT THE ELECTRIC UTILITY COMPANY TO DETERMINE THE COST FOR THE UTILITY COMPANY TO SUFFOLK COUNTY TAX# 1000-139.00-03.00-012.0() F FLOOR LIGHT I N� _.J O INSTALL ELECTRIC SERVICE TO THE METER. SERVICE SHALL BE 200 AMP, UNDERGROUND ELECTRICAL MAIN. CONTRACTOR SHALL VERIFY THE _ i' q - 0 �. ( i „ L P, CoI� LOCATION OF THE NEAREST POLE AND OBTAIN COST IF POLE RE-LOCATION, IF REQUIRED. IN THE EVENT THAT THE SERVICE IS TO OCCUR ZONING DISTRICT LESS THF N 20,000 SQ.FT. LL LANDSCAPE LIGHT STAT(fit FLOOD ZONE- NA COi'�1PLI'I'. C.t , �[ UNDERGROUND,THE COST OF SUCH ELECTRIC,TELEPHONE AND CABLE SERVICES SHALL NOT BE PART OF THE BID AND SHALL BE UNDER DIRECT RF � RECESSED FOOT LIGHT ALL COI`MRUC,i �;.� 1� 1 EXISTING/PROPOSED FINISHED FLOOR HEIGHT- +1'-6"abv.grade L :!:i THE i 0 M U w CONTRACT BETWEEN THE OWNER(S)AND THE RESPECTIVE UTILITIES,BUT SHALL BE COORDINATED BY THE GENERAL CONTRACTOR. REQUIREMENTS.� r THE- r•Ir., OF r_ � � 5.COORDINATE MECHANICAL REQUIREMENTS FOR THE ELECTRICAL WORK. USE GROUP- i R5 RW � RECESSED WALL LIGHT r„ r__ O 1 HE C -ue� 'J. Pv;.kV Z YOri,% ,MATE. MO �ESr _ it 6. CONTRACTOR SHALL PERFORM AN ELECTRICAL WALK-THRU WITH THE OWNER(S)TO VERIFY LOCATIONS OF ALL FIXTURES, SWITCHES AND CONSTRUCTION CLASS- SB O'`•`;'L5 FOry ` RECEPTACLES. BUiLDING CODE- IRC 2009 FL FLUORESCENT FIXTURE DECIC(J OR Cli:''';J i iiUCT iOi''! EFiRo�RS, rJl ~ 7.LIGHT CIRCUITS SHALL BE 15 AMP WITH#14 AWS COPPER CONDUCTORS. DESIGN IN ACCORDANCE WiTH AMERICAN WOOD COUNCIL WOOD FRAME (� UNDER CABINET FIXTURE ; , •.. -,, n �••� _ G 45 ( Q Z S.RECEPTACLE CIRCUITS SHALL BE A SEPARATE 20 AMP WITH#12 AWS COPPER CONDUCTORS. CONSTRUCTION MANAUL 1+2 FAMILY DWEELINGS-ENGINEER DESIGN METHOD CL � CLOSET LIGHT t1 �, » -.,s C, --, q i 1,i , �X -6 1111(/ /V Q -r�,�G I S T I H O 9.APPLIANCE CIRCUITS SHALL BE A SEPARATE 20 AMP WiTH#12 AWS COPPER CONNECTORS. ACI CODE REQUIREMENT AND NEW YORK STATE BUILDING CODE 1 ` ' " ` ` `` �`f P C' '"�E� ' � t llta QI"I Gu-'i N O 10.VERIFY AND LOCATE ALL SWITCHES AND RECEPTACLES PRIOR TO INSTALLATION OF INSULATION AND DRYWALL. SINGLE POLE SWITCH (+ �j LOU [r�,:--, r , - .-}}t •--.+-(nne�n,� //��[ yy�� - • i"1 L i --1 AS RLOUi RED d..t.i'•. .. {�;7)'N D- 11�.11'a. -OF (V/ _1Csat.I�T1ll�,p_ I {S+O � � O 11.PROVIDE GFI OUTLETS WHERE SHOWN ON PLANS. Existing-- Proposed Re aired 3 e..fl - 12. ALL EQUIPMENT INSTALLED OUTDOORS AND EXPOSED TO THE WEATHER SHALL BE WATER-PROOF. EXTERIOR RECEPTACLES SHALL BE q THREE WAY SWITCH -rr.i f ::n. .'.- y5 e O WATERPROOF GH. LOT AREA- 7,500 sq.ff. 7,500 sq.tt. 20,000 sq.ft.marc. - `' i - W Q 13.INSTALL RECEPTACLES AT 18"TO CENTER LINE ABOVE FINISHED FLOOR UNLESS OTHERWISE NOTED. LOT COVERAGE- 641 sq.ff. (B.S%) 956 sq.ft. (13%) 1,500 sq.ft.(20% ma;) 4 FOUR WAY SWITCH r a',� -. s ;Fnei^ n� _.J 14.INSTALL RECEPTACLES IN KITCHEN AND BATHROOMS ABOVE COUNTERTOP UNLESS OTHERWISE NOTED ON PLANS. LOT WIDTH - 50 ft. 50 ff. SO ff. SWITCH WITH DIMMER -;;, -;� -j"k 15.ALL BATHROOM,GARAGE AND EXTERIOR RECEPTACLES TO BE GFI.GARAGE RECEPTACLES TO BESET AT ELEVATION 10-0'MINIMUM. H£AT£D FOOTPRINT- 581 sq.ff. 896 sq.ff. � ._.._„v._-•_-. .:.. ...... . . � , .�',;�::,,a � � �• � � M � LJ_ - 16.INSTALL LIGHT SWITCHES AT 42"TO CENTER LINE ABOVE FINISHED FLOOR UNLESS OTHERWISE NOTED. HEATED AREA- 1,162 sq.ft. 1,477 sq.ff. - - f STS 1 W L•1- 17.ALL RECEPTACLES INDICATED AS SWITCH CONTROLLED SHALL BE%SWITCH ACTIVATED AND 1/2 WITH CONTINUOUS ELECTRIC CURRENT. D.S. DOOR SWITCH r^'^ t 18.ALL CEILING FANS,THAT DO NOT COME EQUIPPED WITH WALL CONTROLS,SHALL HAVE HUM-CONTROLLED TYPE HEATED VOLUME- 9,296 cuff. 12,127 cuff, - --� - 4 19.ALL CEILING FANS SHALL BE WIRED WITH THREE CONDUCTORS FOR FUTURE LIGHT APPLICATIONS. -e- SINGLE RECEPTACLE OUTLET / -�-� W Z Q � Principal Building Setbacks: 20.PROVIDE LIGHT FIXTURES AS SELECTED. DUPLEX RECEPTACLE OUTLET s t n O CIO Q 21.PROVIDE SMOKE DETECTORS PER BOCA REQUIREMENTS,HARDWIRED AND INTERCONNECTED. FRONT YARD- 32.5' 32.5' 35.0' min. " " "- '; - ,, V REAR YARD- 93.0' 80.0' 35.0' min. RANGE OUTLET O 22.ALL ELECTRICAL EQUIPMENT,BREAKER AND TIME CLOCK CONTROLS,IF ANY,SHALL BE PROPERLY LABELED. 23.COORDINATE ALL SWITCHES,RECEPTACLES AND LIGHTING FIXTURES WITH EXACT DIMENSIONS SHOWN ON INTERIOR DRAWINGS.CONTACT SIDEYARD SOUTH- 10.5' 10,5' 15.0' min. 1 side '`' ° "'"•A..g �" U GFI� GROUND FAULT INTERRUPTER � �- ARCHITECT IF DISCREPANCY OCCURS FOR ADJUSTED LOCATION. SIDEYARD NORTH 15.3' 15.3' W SIDEYARD TOTAL- 25.8' 25.8' 25.0' combined min. WPB WATER PROOF RECEPTACLE H BUILDING HEIGHT- 25.3' 25.3' 32.0' max.(@ 2 stories) ® FLOOR RECEPTACLE OUTLET ✓J q�„4 1,4 '4Co�' _ Q DEMOLITION NOTES _ 1" V► t- 0 1. ALL DEMOLITION OF ANY STRUCTURAL ELEMENTS ARE TO BE FULLY SUPPORTED UNTIL NEW FRAMING INSTALLED FOR Accessory Building Setbacks: NOT APPLtCABIE CEILING FAN O STRUCTURAL SOUNDNESS. FRONT YARD- V- 2.ALL DEBRIS THAT CAN BE RECYCLED OR REUSED ARE TO BE STORED ON SITE UNTIL PROPERLY DEPOSITED OR REUSED. REAR YARD- 1 SINGLE PHONE JACK i///j • � `��-(O.2 s'TO( ' !�"rfl� --- _O L i� lA� 3. ANY FINISH FIXTURES OR BUILDING ELEMENTS TO BE REUSED ARE TO BE STORED ON SITE IN A STABLE AND WATERPROOF SIDEYARD EAST- FASHION. SIDEYARD WEST- =2 DOUBLE PHONE JACK V; U, F- Z 4.ALL CLIENT OWNED OBJECTS TO BE STORED SHOULD BE IN A STABLE WATERPROOF FASHION. Tv CABLE TV JACK ' 5. ALL INTERIOR SURFACES TO BE REUSED ARE TO BE COVERED AND MAINTAINED IN A WATERPROOF AND CONSIDERATE Loads: eSiu� $'1'4 �� t..� M Pn FASHION. SNOW LOAD FLAT ROOF - 10.5 p.s.f. CABLE TV/PHONE JACK Y O GROUND SNOW LOAD - 20 p.s.f. SNOW EXPOSURE FACTOR- ,7 m DOOR CHIME }y�CS�I(o 5'I'OfZ �. �JN•i-+�'D, . STAIR NOTES: SNOW LOAD IMPORTANCE FACTOR- 1.0 ® SMOKE DETECTOR W/BATTERY BACKUP -THE MINIMUM HEADROOM IN ALL PARTS OF THE STAIR ENCLOSURES SHALL NOT BE LESS THAN V-8" MEASURED VERTICALLY WIND LOAD DESIGN- 120 mph per WFCM (3 second gust) ® CARBON MONOXIDE DETECTOR FROM THE TREAD NOSING OR FROM THE FLOOR SURFACE OF THE LANDING. WIND LOAD IMPORTANCE FACTOR - 1.0 W/BATTERY BACKUP _ .-...______._. -GUARD HEIGHT SHALL BE 36" IN HEIGHT MEASURED VERTICALLY ABOVE THE LEADING EDGE OF THE TREAD OR FLOOR SURFACE. WIND EXPOSURE - C -SPACES BETWEEN BALUSTERS ON OPEN GUARDS IS TO BE 4"MAXIMUM. WIND LOAD DESIGN PRESSURES - WALLS=28.35 p.s.f. ROOFS=27.72 P.S.F. # HOSE BIB ('�[' �� wI '"• (*��'-��"�-J Grj Q',Q t DATE -HANDRAILS,WHERE INDICATED,SHALL BE 34"IN HEIGHT MINIMUM MEASURED VERTICALLY ABOVE THE NOSING OF THE TREADS LIVE LOAD(living, IIt floor)- 40 p.s.f. OCCUPANCY V 1 l ) OR LANDING. LIVE LOAD(bedrooms)- 30 p.s.f. Q TIMER + SCALE -HANDRAILS SHALL PROJECT NO MORE THAN 3'/2"INTO REQUIRED STAIR WIDTH. LIVE LOAD(ext. decks)- 60 p.s.f. FQ BATHROOM FAN USE iS UNLAWFUL S f'*� 01'I��G -HANDRAILS SHALL HAVE A MAXIMUM CROSS SECTION DIMENSION NO MORE THAN 2". LIVE LOAD(ofiics)- 20 p.s.f. �.�n fl *''l l"+ �•� • DRAWN LIVE LOAD(stairs) - 60 p.s.f. ❑M WINDOW MOTOR TTI i'../UT CE 171 1 IFICf�TE r Gr d DEAD LOAD(slecotnd fir,)- TO p.s.f. DEAD LOAD of occuPANc�r JOB TRANSFORMER rc \/ 0 0 SHEET Z 4 � 10,c) o 0 OF SHEETS STOCK DRAFTING FORM NO.202-54 ' J 1— WINDOW& DOOR SCHEDULE REVISIONS BY # MANUFACTURER MODEL# ROUGH OPENING COLOR/FINISH ACCESSORIES/NOTES -Z 9 oarua dr„1.1.--+N s+ kT- ANDERSEN A SERIES ADH2848 20.89' X 4'-8" WHITE EXTERIOR {2 -- DOUBLE HUNG WINDOW HP LOW-E4 SUN GLASS k7961 EaN 919 ; WHITE INTERIOR per, ,Ire �2N Com• o;' — VELUX #FCM2246, CURB MNTD. 17-i/2" X 49- 1/ syn t2'zz � 2" aa �pcQT1 LOW-E SUN GLASS OUTSIDE CURB DIM. �1 • ` 2��Sr�nS o I V"c•C�I H/ 5-t L4pt�o,TGn�s yr 1-4� _ _ `" ° I FA 5 G IA� • _ rt 1,411 fit! 00,0 uttj OrJ..��.`+ � � GfiDAr?. SHaia:�, cl- dSIC; �o aw S0 L'B,16Wo ANDERSEN A SERIES #FWGD8068L 8'-0"W X 6'-8"H WHITE EXTERIOR TRIBECA HARDWARE �'��•��• o� Z�cµ$�s-rs. tMa,P&f- oN Iy"S,, Llcoi FRENCHWOOD GLIDING HP LOW-E4 SUN GLASS �+ I�p�oi WHITE INTERIOR WHITE c,>c,-I' Llrvwi 2�8 (trLt'*+Dbrvt�- ANDERSEN A SERIES #FWHID2968AR 2'-9" X 6'-8" WHITE EXTERIOR TRIBECA HARDWARE 91 Ito •pl .L { �rv��t�,-q '� g' r3��vW ��s-r`cc vl1►.rvoW. -- SIO SIH gryp.- Z FRENCHWOOD INSWING HP LOW-E4 SUN GLASS WHITE INTERIOR WHITE ,. �� 51C 'l.l b l-�r��ul�� Q PC-l"401-0 I 3 TBD LEFT SWING 2'-8" X 6'-8" PANEL PRIMED WHITE p 2�c�acs s w PL-ant, ..� U 1' *6 �� ,1 I �A " •t.Q I� II 10 L) Aa?fi(L ,j r.,4 3 Z ( ( 8 p .I,arr �IatJ 5 4 1 P CL i3 �+ v+ I r � 12 -- Oti•l °��$ P675�5 b-1 IA1''T'�►r„I I�.`O N 2 k' �•O�f't''1�(2 S �' i ra d rV I _�2 .� �.��'_..U 4�-f30ltfS � f S �/ �-Z j vp>Ch1 GC,t.V It.151JtAT 1Qf�� tti+..(.�AJ�T�! •Spl�lt�" C�, L.G, O•WaW s� Lo ('14O 2&fpii W �t cy) U Q, Lo M N 1I - as'f P .�— to post 1f 8 &r1 U rI-4wr►-J, a 5 cRs, tw Go bs "o � tN jo44o 11aw - { sa I l.l.rl RHS pll-�11 Rti'+, �/� V�n� , - - t ODV 0 Tics o"10 t•lvov? p�f�.o1J 4 SUg-ll'1�t1 �t eJ/.I-I a G �� .1'6?1�-1Z►M 16Rf7i �- 13�.f1. 1 NZ tst D.C�+...W� _- op s I o �j 1; 6j,,rvx 5-I' a s-r f 215 Lo,O �. i M Y %o �' ;' 2�'$ Alco D•G. • � C?� ro- ! 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Jj �x �-- - Fort, I� 4lL-LJ I� `''D s j DATE ..-. . N r� 1SCAt,E s .,I 1,,! � �H j (,l,o�vv - r r�5'e ZNA- 46o6 ... _ DRAWN cr A '� �v l�p+.-1 Q °i.•ua (L- fl-041-1�1, IJ o Nl �. NN...'L" �' vd c+�.... jos �r c.a Q i 2 fZ,57t,•cx� A 11 SHEET ,2 �) I1 s ,z OF SHEETS STOCK DRAFTING FORM NO.202-5I I � Y ` REVISIONS BY • 4 GlIT'L DsW $-S q,2 -rte. .j5 i 1�R.ISIn.110D�✓, �S -- w� r�jau 16-T 1 11 -I ro 5w i 1J b ufj bot MAO ----------- - - O (D. C14 0 N ^ i 0, --- • Ii j j I a w _.. -- _S✓ 'I bis ��c-a-tFi�c.F�� d t+ W `* co u co I I - �jl-tti'141�c. j oo,�.lsPa,��'' _ _ �o I i t � • , ra>�Ir �w moo ws _._.__ o , rw � M � sp - IJ�t� .Sl. t p l� w tioo�2� Q o0 i _ IH1 , o i I _ Nct�� S? co Siv�N IT10 I'1 � II 1 II H. I O0Oo -� op i �,{. Z CL JI } I i W Q Icc � DeL0 i : I LUQw >- = zZ a) i a•2 i = o CL Q o o i ® Ce Lu Q z Coo _O Q "' o � oo <LF U = uj IZ, I 11 Q ` OII •� ( co Z U o uTi o t-� O CV O CV � O r- '(Iy.Og�lo. O � 1 2S - � c � W o OQ - _ = W � W i 12 ZLo Q "' coLo - - _ I t ! or,o,;Oj LLo 7-1 _ G 104ti iwl O to 5' � ►ti7 1114� j r-- t.l_. �v� L'A ° r ( I I ( o i! 0 to i rJ Z 0 I—j ap U 3 ,, j ,► I F- o ; • i� I DATE I i (� SCALA _ O —_ 0'0 ' Pr"l I I DRAWN Co I JOB L 1 ^ 4 I "(I�.► b trL3 v I \ SHEET i OF SHEETS STOCK DRAFTING FORM NO.202.84 ' . w• REVISIONS BY GENERAL NAILING SCHEDULE-PER WFCM NUMBER OF NUMBER OF NAIL ROOF SHEATHING: QlJlLeo tt4 1D 'ZZ STRUCTURAL PANELS 8d-4"o.c.@ perimeter of structural and panel edges, HANGER& BRACKET SCHEDULE(all#'s corre_pond with the SIMPSON STRONG-TIE products) IZV`►'lT '1 JOIST DESCRIPTION COMMEN NAZIS BOX NAILS SPACING � • 12"o.c.@ interior of panels outside of perimeter zone ROOF FRAMING: 1- ITS2.37/11.88 TOP FLANGE HANGER @ SINGLE 230 TJI'S RAFTER TO TOP PLATE TOE-NAILED 3-8d CEILING SHEATHING: { } per rafter 2- MlT3511.88-2 TOP FLANGE HANGER @DOUBLE 230 TJi'S , CEILING JOIST TO TOP PLATE(TOE-NAILED) 3-8d per joist GYPSUM WALLBOARD 5d coolers 7"of edge 3- 'CUSTOM FABRICATED STEEL HANGER CEILING JOIST TO PARALLEL RAFTER(FACE NAILED) 3-1 bd each lop 10"in field 4- LU28 @ SINGLE 2X8 JOISTS CEILING JOIST LAPS OVER PARTITIONS(FACE-NAILED) 4-16d each lap 5- LUS28-2 @ DOUBLE 2X8 JOISTS COttAR TO TIE RAFTER(FACE-NAILED) 2-8d per fie WALL SHEATHING:(studs spaced up to 24"o.c.) BLOCKING TO RAFTER(END-NAILED) 2-8d 2-10d each end WOOD STRUCTURAL PANELS 8d-b"o.c.@ perimeter of structure and panel edges 6- H63.5b/11.88 TOP FLANGE @ 3'/2"X 11 7/8" P-LAMS RIM BOARD TO RAFTER(END-NAILED)_ 2-16d 3- 16d each end 12"o.c.@ interior of panels outside of perimeter zone 7- H2.5 HURRICANE TIES TYPICAL FIBERBOARD PANELS @ 7/16" 6d•(see note 1) 3"edge/6"field 8- MSTA24 STRAP @ STUD TO FLOOR CONNECTIONS TYPICAL WALL FRAMING: @25/32" 8d 3"edge/6"field 4- LSTA36 STRAP @ JACK POSTS TO FLOOR CONNECTIONS TYPICAL TOP PLATE TO TOP PLATE(FACE-NAILED) 2-16d perfoot PARTICLE BOARD PANELS 8d-6"o.c.@ perimeter of structure and panel edges 10- MSTA182 @ JACK POSTS TO SILL PLATE TYPICAL TOP PLATES AT INTERSECTIONS(FACE NAILED) 4-16d 5-16d joist-each side 12"o.c.@ interior of panels outside of perimeter zone 11- LTP42 @ STUD TO SILL PLATE TYPICAL STUD TO STUD(FACE NAILED) 2-16d 2-16d @ 24"o.c. 12- LUS210 FACE MOUNT HANGER @ SINGLE 2 X 10'S HEADER TO HEADER(FACE NAILED) 16d 16d @ 16"o.c. FLOOR SHEATHING: 13- LUS210-2 FACE MOUNT HANGER @ DOUBLE 2 X 10'S along edges WOOD STRUCTURAL PANELS(1"or less) 8d 10d 6"edge/12"fieldl TOP OR BOTTOM PLATE TO STUD END-NAILED 2-16d WOOD STRUCTURAL PANELS(greater than 1") 10d l6d 6"edge/12"fieldl 14• PB44 BEAM TO PEIR BASE E ( ) per 2x4 stud 2-16d per 2x6 stud 15- CS16 RIDGE STRAP TYPICAL 12" ONTO SHEATHING EACH SIDE J O t J N 2-16d per 2x8 stud NOTES_ 16- DTT2Z DECK CONNECTOR @ 32"O.C. BOTTOM PLATE TO FLOOR JOIST,BAND JOIST, 2-16d per toot 1. NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED @ 6" O.C. AT THE PANEL EDGE. IF WALL SHEATHING IS NAILED 3" O.C. AT THE 17- HD8A CORNER HOLD DOWN @ ALL EXTERIOR CORNERS END JOIST,OR BLOCKING(FACE-NAILED) PANEL EDGE TO OBTAIN HIGHER SHEAR CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, OR AILIERNATE 18- BCbO COLUMN TO PEIR BASE CONNECTORS,SUCH AS SHEAR PLATES,SHALL BE USED TO MAINTAIN LOAD PATH. FLOOR FRAMING: 2.WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS,THE TABULATED NUMBER OF NAILS SHALL BE PERMITTED TO BE REDUICE TO 1 N JOIST TO SttI,TOP PLATE OR GiRDER(TOE-NAILER) 4•8d 4-tOd per Dist BLOCKING TO JOIST(TOE-NAILED) 2-8d 2-10d each end -16d NAIL PER FOOT. N Q BRIDGING TO JOIST(TOE-NAILED) 2-8d 2-10d each end Lo C9 O BLOCKING TO SILL OR TOP PLATE(TOE-NAILED) 3-16d 4- 16d each block , 00 -�o LEDGJOIST O STRIP E BEAM OR GIRDER(FACE-NAILED) 3-16d 4•lbd per j joist HEADER FOR EXTERIOR LOAD BEARING WALLS RESISTING WIND LOADS W � M U JOIST ON LEDGER TO BEAM(TOE-NAILED) 3-8d 3-10d per Dist BAND JOIST TO JOIST(END-NAILED) 3-16d 4- 16d per joist EXPOSUER C,PER TABLE A-3.23A OF THE WFCM � O BAND JOIST TO SILL OR TOP PLATE(TOE-NAILED) 2-16d 3-16d per joist _ M SIZE SPAN FULL HEIGHT STUDS AT EACH ENDM CN '0FLOOR FRAMING-WOOD STRUCTURAL PANELS: 2-2"x4" 4'-5" 2 r 1 �O N RAFTERS OR TRUSSES SPACED UP TO 16"o.c. 8d 10d 6"edge/4"field 2-2"W' 5'-8'/2" 2 U it ;� RAFTERS OR TRUSSES SPACED OVER 16"o.c. 8d 10d 4"edge/4"field 2-2"x8*' 5'-10" 2 0 GABLE ENDWALL RAKE OR RAKE TRUSS 8d 10d 6"edge/6"field /2 '0 M w/o GABLE OVERHANG 2-2"x10" 6'-5' " 3 W4, O GABLE ENDWALL RAKE OR RAKE TRUSS - 8d 10d b"edge/6'field o w/STRUCTURAL OUTLOOKERS 3-2"x8" 7'-1 '/2" 3 GABLE ENDWALL RAKE OR RAKE TRUSS 8d 10d 4"edge/4"field 3-2"x10" 7'-11" 3 w/LOOKOUT BLOCKS 3-2"xl2" 8'-3'/2" 3 - O O 4-2"x8" 8'-3" 3 0 CO 0 { 4-2"x10" 9'-1 '/2" 3 O0 4-2"x12,. 9'-6"4, 3 W - J= UJ < LL ZZCL LL. 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