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HomeMy WebLinkAbout29539-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE .OF OCCUPANCY No: Z-30724 Date: 01/27/05 THIS CERTIFIES that the building AGRICULTURAL BUILDING Location of Property: 2050 MAIN RD LAUREL (HOUSE NO.) (STREET) (HAMLET) County Tax Map No. 473889 Section 125 Block 3 Lot 2 .3 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated JUNE 26, 2003 pursuant to which Building Permit No_ 29539-Z dated JULY 1, 2003 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 AGRICULTURAL BUILDING AS APPLIED FOR. The certificate is issued to GIAN MARIO MANGIERI (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO. N/A PLUMBERS CERTIFICATION DATED N/A R Authorized Signature Rev. 1/81 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 29539 Z Date JULY 1, 2003 Permission is hereby granted to: GIAN MARIO MANGIERI PO BOX 368 LAUREL,NY 11948 for CONSTRUCTION OF AN AGRICULTURAL BUILDING AS APPLIED FOR at premises located at 2050 MAIN RD LAUREL County Tax Map No. 473889 Section 125 Block 0003 Lot No. 002 . 003 pursuant to application dated JUNE 26, 2003 and approved by the Building Inspector to expire on JANUARY 1, 2, 05 . Fee $ 150 . 00 i utho ized Signature ORIGINAL Rev. 5/8/02 Form No.6 r� o TOWN OF SOUTHOLD l BUILDING DEPARTMENT TOWN HALL G� 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 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. JAB 6 ?^sr- 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$25.00,Additions to dwelling$25.00,Alterations to dwelling$25.00, Swimming pool$25.00,Accessory building$25.00,Additions to accessory building$25.00,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. G New Construction: Old or Pre-existing Building: (check one) Location of Property: ,� �1 U - ,�U. ftC4;Imo. House No. Street Hamlet Owner or Owners of Property: �j"��.V C-IfNc Suffolk County Tax Map.No 1000, Section Block_ :., _ Lot �, G 0 Subdivision v y\f Filed Map. Permit No. - Date of Permi . l . f o�'OGIIpplicant: C4,11i Health Dept. Approval: 0 Underwriters Approval: ,.?. Planning Board Approval: / Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ �, C/o -Z730-1auI. _ Applicant SigrAture PLANNING BOARD MEMBERS �SpFFU��c P.O.Box 1179 BENNETT ORLOWSKI,JR. Chairman = Gy� Town Hall, 53095 State Route 25 WILLIAM J.CREMERS coSouthold, New York 11971-0959 KENNETH L.EDWARDS W Telephone (631) 765-1938 GEORGE RITCHIE LATHAM,JR. tp • Fax(631) 765-3136 RICHARDa CAGGIANOI>� y'A �aO� ilk ✓� `� .t PLANNING BOARD OFFICE JUN 2 0 2002 I L/ TOWN OF SOUTHOLD MEMORANDUM To: Damon Rallis, Plans Inspector From: Scott Hughes, Senior Environmental Planner Re: Laurel Creek Landscape, Glan Mangled Main Road, Laurel SCTM: 1000-125-3-2.3 Date: 20 June 2002 I have discussed the matter with members of the Planning Board. Since the zoning is AC and this nursery strictly deals in wholesale sales, no site plan is needed for this agricultural type use. However, if the scope of the business later includes retail sales then site plan review must be conducted. ` �-3 TOWN OF SdVMOLD PROPERTY RECORD CARD. )WNER STREET : O VILLAGE DIST. SUB. LOT an CAFia M Ieff& ��N A',D l/ ORMER OWNER N E ACR. q"41Z4 A ' y I RriQ i75 ( et-i' S W TYPE OF BUILDING � T- S. �� SEAS. VL. FARM COMM. CB. MISC. Mkt. Value LAND IMP. TOTAL DATE REMARKS. .�Fe, eoNvERiEa ,Nro lOrv. SP,�c� � �r::Lz�-t,r•1;r sc�:.�crv�'� ' �v •� G G .r... e � 4-: 0,0 / - a- +o�� 4c) �1'F7c '".�a MAY vc?c� e� l .1t ALit) s BUDING C3DITIO M aryl Or7 ierZ3.. Gus) •.EW NORMAL BELO BOV A d(c��o Acre Value Per Value �# T 5 lc© 9 l O© 1 4 4 1 /�Da �U a /2 i Cvn�J-�✓ vrajvit)[a lable 2 q, U lable 3 c�Op Zv4'yg 6E- ADC- �. ) )odland 3mpland 5 Z,r� FRONTAGE ON WATER tshland , kc J2 1 4©© FRONTAGE ON ROAD ��- use Plot DEPTH 3 q -73 BULKHEAD nl DOCK ' ,,•a• • ,. _ «q';i+.v i�sr;,;rr'Ci'�',r vs•7,d•'''�.r•V'�x'.Py+F "''1-;;: .s�"{•�c��'y�i. .t�3`/•"'�"•,r"''�iC«=:c rP.i3�.,-,ysr•-x{„{,�-;�: 'r..� eye.o t,d� ~��?►,� {► �'�i� it d� . 4° 'k o y e f t� '4e ib� .. i it • ! i!—Ok!, ,�..c• e'Mo ,.`'er -•�v,5 "^rjY! �'n� Lea .�-� �yr....� rs '�I��� � �- --� �-�� �����,�r�+��e�`�� ■■■■■■■ ©�■■■��■■�■■■■■■■■■ MAWDinette Dorm r i •• I , i • r �Y !rac: i® � i .� f ;�t•.;i ni;. a'1 .! 'r.'�,rtY ti7 6 _I '. 1j1 �... ► 1� Y; +". � .!;�if' +p\dam .Jai'. 7 Ifs - .. ii �, 54, mom MOON SOMMENEMEMS NM■ONES NONE■■■E1191112■■■NN■NXIMMEMENIUMUMME moll MEN IN ENMI NEE■�IMEMMN■■E211111MBEEM■■■OEM silo BURIMMEME ME MMMMMi { , , k �Y } 'V �R No e E■■■EEoa■■SEEN■E EE■■N■M■OM■NON■NMM■■N■N■■N■ TOWN OF S61MOLD PROPERTY RECORD CARD /J A l 1WNER STREET Q VILLAGE DIST. SUB. LOT 1,0 n rti!CAr..-i a ; err' / A o IV 'J .D ORMER OWNER N, -E -� ACR. p , • �` �wr i �j y�ri Q }�t5�j°1MGt lF.r—�" S W TYPE OF BUILDING r S: ® SEAS. VL. FARM COMM. CB. MISC. Mkt. Value ! -- LAND IMP. TOTAL DATE REMARKS.Spe eOlV11ERit4 iNTo )jw, SPRIG" / // — l'_ tea- c SFr F Q r7 � CI Q � 79 S 14 0 ,_ - J`* �o_ I AG / BUILDING C NDITIO _L l 0 q 7 5 -M L-C.Q r ►�! f`'c M�)r1 (fir rL3: ZZ0, s/ !EW NORMAL BELO BOVE .� �` Ia 30 �t -� 1 I I oZ 1 a- erg .4 Gi r ' ARMd, Acre Value Per Value , 'ic- '' gv-BP o2voAte'- ��� r ;,`e'#� ,�� `r -� f r�«-��.� 4�n. 5l�© 9 1o© lable 2 Qi U'/ Z.. [able 3S7"6Cr ��`� ��� ✓� J� iodland 3mpland 5 I � FRONTAGE ON WATER ishland , v@ 1 1 p© FRONTAGE ON ROAD ANJ I 1, _ = use Plot 'Ip`r 3 DEPTH (j r 3 R -73 BULKHEAD 'al DOCK BUILDING PERMIT EXAMINER CHECKLIST DATE REVIEWED: / / /03 APPLICANT: ��t� � �_� DATE SUBMITTED: /,SD/03 SCTM#DISTRICT: 1,000, SECTION: ITS , BLOCK: -3 LOT: 2.3 SUBDIVISION: A)14 ADDRESS: IRS® i E 2� CITY: �&L\)fee ZONING DISTRICT: ACoCONFORMIlNG? i BUILDING PERMITS OPEN/EXPIRED: PRE CO: Y OR N BP 4,Rq 2-Z/C/o Z' , INFO Li*.*> /BP ?6 T&S-Z/C/o Z ? INFO Q " BP4 -Z/ C/o Z- 6,'INFO 3 E� S/BP -Z/C/o Z- , INFO SINGLE & SEPARATE CERTIFICATION-REQUIRED l/O NOTES: LOTS 40,000SF-100-24.Lot recognition.(CREATED before June 30,1983),UNDERSIZED LOTS FROM JAN.1997 100-25.Merger.(A nonconforming at any ime after 7/1/82 REQ. LOT SIZE:�� ACT. LOT SIZE: II, Q Q Q. LOT COV 2 a'96 ACT. LOT CO . , REQ. FRONT SIDE a ACT. SIDE !� PROP. FRONT REQ. REAR PROP. REAR a RE . HEIGHT PROP. HEIGHT PROJECT DESCRIPTION: ® x ESTIMATED PROJECT COST: S -'=C.L-I.-MC /ENGINEER: LeVW K" WATERFRONT? P DESCRIPTION: PANEL # FLOOD ZONE: APPROVALS REQUIRED SUFFOLK COUNTY HEALTH DEPT: YES or0 (BED #): DTE: _/ / PERMIT#: TOWN SEPTIC RECEIPT: Y o NEW YORK STATE DEC: PRE-DEC 9/1/75 YES or DTE: /_/ PERMIT#: SOUTHOLD TOWN TRUSTEES: YES or DTE I PERMIT#: TOWN ZONING BOARD APPROVAL: YES or DTE: / /_ PERMIT#: TOWN PLAN. BOARD APPROVAL: YES or DTE I PERMIT#: TOWN HISTORICAL PRE (SPLIA):' YES orb NEW YORK STATE CODE COMPLIANCE (SEE PA G E or NO i NOTES: FEE STRUCTURE: FOUNDATION: SF FIRST FLOOR: SF SECOND FLOOR: SF OTHER: SF INIT OTHER TOTAL TOTAL: SF FEE FEE FEE 1. SF)- ( SF)= SF X $ =$ +$ +$ = $ 2. ( SF)- (SF)= SF X$ =$ +$ +$ =$ 3. ( SF)- ( SF)= SF X $ =$ +$ +$ =$ FINAL TOTAL: $ .9'� NEW YORK ST E CODE COMPLLAN E CHECKLIST CLIMATIC/GEOGRAP DESIGN CRITERIA: Ground Snow Load:45 ind Speed: 120MP Seismic D gn Category:B Weathering: Severe Frost Depth:36" Ter :M-H Decay: S- Design Tem :�I I Ice Shield Underlay:YES Flood Hazards: USE.. CCUPANCY CLASSIFICATION: IGHT/FIRE AREA: TYPE OF CONSTRUCTION: DESIGN CRITERIA: ENGINEERED/PRESCRIPTIVE f FULL FRAMING DESIGN ELEMENTS: Y/N hEADERS: Y/N WALL STUDS:Y/N GIRDERS: Y/N CEILING JOISTS: Y/N FLOOR JOISTS:Y/N ROOF RAFTERS:Y/N LUMBER SPECIES AND GRADE:Y/N DESIGN LOAD CALCULATIONS:WfN LIVE:Y/N DEAD:Y/N SNOW:Y/N SEISMIC:Y/N WIND: Y/N WINDOW AND DOOR SCHEDULE: MISSLE TEST REQUIREMENTS: Y/N x' EGRESS 5.7 S.F.: Y/N LIGHT 8%: Y/N VENT 4%: Y/N NAILING/CONSTRUCTION SCHEDULE: Y/N MEANS OF EGRESS: Y/N PLUMBING RISER DIAGRAM: Y/N LOCATION OF FIRE PROTECTION EQUIPMENT: Y/N TRUSS DESIGN: Y/N CERTIFICATION: Y/N ENERGY CALCS: Y/N TOTAL COMPLIENCE? Y/N (RETURN TO PAGE ONE) BUILDING PERMIT EXAMINER CHECK LIST DATE ISSUED: _/_/02 OA436rtq�t DATE REVIEWED: lZi l02 APPLICANT. -iAt,) DATE SUBMITTED: 1Z /02 I SCTM#DISTRICT: 1,000, SECTION: IZ1 , BLOCK: , LOT: STREET ADDRESS: oo «,rr 2� CITY: SUBDIVISION: PROJECT DESCRIPTION: 6¢cuc ESTIMATED PROJECT COST: ZS CHITEC /ENGINEER: FAST TRACK? SINGLE & SEPARATE CERTIFICATION-REQUIRED? YJ NOTES: LOTS 40,000SF-100-24.Lot recognition.(CREATED before June 30,1983),UNDERSIZED LOTS FROM JAN.1997 100-25.Merger.(A nonconforming at any time after 7/1/83) ZONING DISTRICT: AG CONFORMING? REQ. LOT SIZE.09ACT. LOT SIZE: 11,5A REQ. LOT COV. a . ACT. LOT COV. REQ. FRONT PROP. FRONT , -0 REQ SIDE o ACT. SIDE 7v ,o REQ. REAR 7 5--.PROP. REAR WATER FRONT? DESCRIPTION: PANEL #: S r FLOOD ZONE:, i APPROVALS REQUIRED SUFFOLK COUNTY HEALTH PT: YES or&;, (BED #): DTE:_/ /_ PERMIT#:R10- TOWN SEPTIC RECEIPT: Y or NEW YORK STATE DEC: PRE-DEC9/1/7s YES or0 SOUTHOLD TOWN TRUSTEES: YES or TOWN ZONING BOARD APPROVAL: YES or &P TOWN PLAN. BOARD APPROVAL: �p or NO , TOWN HISTORICAL PRE (SPLIA): YES orb NYS ENERGY: YES OR NO EGRESS (18 H min.? 4 sq total) VENT(SQ. FT. x 4%) LIGHT(SQ. FT. x 8%) BUILDING PERMITS OPEN/EXPIRED: BP -Z/C/0 Z- , HAVE PRE CO'S : Y OR N BP -Z/C/0 Z- , NOTES: FEE STRUCTURE: FOUNDATION: SF FIRST FLOOR: SF SECOND FLOOR: SF OTHER: SF 1NIT OTHER TOTAL TOTAL: SF FEE FEE 1. ( SF)- ( SF)-- SF X$ =$ +$ +$ $ �b 2. ( SF)- ( SF)= SF X$ 765-1802 BUILDING DEFT. INSPECTION [ OUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: \ C DATE `�' °2� � INSPECTOR '�--� 53 9 Z 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION iST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING FINAL 1 fFG/e1C , SLDG. 1 [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION / REMARKS: ��v�x� Ale= IV,e,e_�._ AZ4,,4, lr-e�- DATE �0Z a� � � INSPECTOR "- FIELD-INSPECTION REPORT DA CONIlVIII�TTS FOUNDATION(1ST) y . • C FOUNDATION(ZND) 2 ROUGH FRAMING& � �y PLUMBING ! H INSULATION PER N.Y. STATE ENERGY CODE y • � o r -0 FINAL ADDMONAL COMMENTS O m yO M TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health N/A SOUTHOLD,NY 11971 3 sets of Building Pl—ans � TEL: (631) 765-1802 Planning Board approval FAX: 631 765-9502 Surve \Z www. northfork.net/Southold/ PERMIT NO. 3 Check Septic Form N.Y.S.D.E.C. /' Trustees Examined 2 ,20 ,� V "� 29 I � Contact: Approved ,20 V �� Q Mail to: Disapproved a/c Phone: . Expiration 120 r Inspector PLICATION FOR BUILDING PERMIT :1UN 2 6 2000 Date �� , 20 G µ f INSTRUCTIONS a.. atioiiMt-IME .e_c. -pletely filled in by typewriter or in ink and submitted to the Building Inspector with 3 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 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector 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 Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances,building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or ame,if a corporation) �, K �-J Lv- , // �y F (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder C2 w� Name of owner of premises (As on the to roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Locatio ofla�d on whi h proposed work will be done: c l.ti V,ej Hous 'Number Street Hamlet County Tax Map No. 1000 Section Block 6, f; Lot Subdivision Filed Map NO. Lot (Narfie) 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancy LA 3. Nature of work(check which applicable): New Building ><- Addition Alteration 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 dwellina units on each floor If garage, number of cars ► 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. f 7. Dimensions of existing structures, if any: Front /,' Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories _ r 8. Dimensions of entire new construction: Front Rear U Depth 16 , Height / Number of Stories 9. Size of lot: Front-1 ) Rear U � 'i' Depth / 00 F 10. Date of Purchase Z Name of Former Owner M lii �`.'D /"� `��'✓° ` 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 Y\-NO Will excess fill be removed from premises? YES NO 14. Names of Owner of premises��1 C6. �+T; 'Address � ,�z �`-"u-.,� Bone o. Name of Architect Address ��.� one o' fs'?!1L' - Name of Contractor JAc'� 'ss !l L _ Phone No. y' a 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. STATE OF NEW YORK) SS: COUNTY OF ) 0 being duly sworn, deposes and says that (s)he is the applicant (Name of individual igning contract) above named, (S)He is the Cly (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 thi day of 200.3 41 `�-`` Notary Pu lic Signature of A licant JOYCE M.WILKINS Notary Public,State of New York No.4952246,Suffolk County Term Expires June 12, a 0 0 PRELIMINARY 0 PROGRESS D BIDDING 0 PERMITS X CONSTRUCTION X Sheet Notes: _ 12 50'-0" 5'-0" 2'-6" 2'-b" 4'-11 1/4" j r 2,7/5" 2642 J2642 2 3/4 N I 1 / k PG 50LID FOOTA& I \ \ I tr , I i i I 2X6 BRACE ON BOTTOM \ / / I 1 6LA55 PA E 14 Q I OF TRU55E5-TYP EACH \ \ E:::nGLA55 P 5 cV (� I CORNER \\ I 4 _ L__J E::n 2e 42 2642 I /� I XO _ \ I I TOP OF BASE G I `\ I PG SOLID FOOTING i Q r— I" I1------------------ ----1 tV _ I I 1 i I 1 i ' r------------------ ---1 � (V J I PG APRON I / NORTH ELEVATION ENE S T ELEVATION B amlu „_ SCALE: 1/4"=1'-0" s" PG FLOOR Q I I I o SCALE: 1/4 -0„ 0 I Cal ^A O A ml I 1 ROOF OVERHANG U1 6ALV. "5-V CRIMP" ROOFIN6 2 m• " 1 2 X , Io , • E-I#N&INEERED ROOF TRUSSES a 24" O.G. / rr •,------------------- --- � - I 1-------------------• (V / II L _ I'-&" X 2'-6" X 41- I N I I \ I PG SOLID FOOT G ImI = T _ to /, 2X6 BRACIN6 AS INDICATED / AT CORNERS (TYP) ( X I I / 5HIPLAP 51DIN6 I I / m X I -6 X�3.Z1 X 4-0 84 28 2 2 42 84 I I /// I ,, 0 PG 501 117\�m0TIN6 1 I-6 VIA X 4-O DEEP `c'' (TYPICAL)PC FILLED SONOTUBE r \ GRADE — " 5065 2a42 2842 2842 SONO TUBE m N HALF LITE -3"I' I i i i i i i i c I 2-b 2-6 2-6 21012-6 2-6 ---J ---J 16----J ---J ----J ----J ---J ---J L---� 2 3/411 11 234 a� b I EAST ELEVATION 1 I/2" 4'-q I/4" 5'-O" 5'-O" 5'-O" 5'-O" _ 30'-0" N H 16, W SCALE: 1/4„RAP AROUND I IX6 RS CEDAR FASCIA = F-0„ UNDERSIDE OF TOP o PLATE5 LET IN 2X8 CONT. I/2 PLYWOOD SOFFIT M N FLOOR FLAN I-13-05 ON SITE CHANGES TO REFLECT AS-BUILT BELOW TOP PLATES GONDI TI OHS. CS 16 ® EACH 6X6 POST Revisions: b TO TOP PLATES SCALE: 1/4"=F-0" 1200 sf ALL ro THE PROPERTY OF T GHEIARC ARCHITECT. THEY THEY ARE TOP COPIES RBE USED ONLY NITHEOF FURNISHED BY TRESPEC HE GT TO THIS PROJECT W ARE T ARE AND 5H&L IN WINDOWS A5 MF6'D ANDERSEN NOT TO BE USED ON ANY OTHER PROJECT. 50MISNON OR DISTRIBUTION TO MEET OFFICIAL RE6ULATORY REOUIRDIENT5 OR FOR OTHER PURPOSES IN CONNECTION WITH THE PROJECT 15 NOT TO BE CONSTRLED A5 s PUBLICATION IN DEROGATION OF THE ARCHITECT'S COMMON LAW COPYRIGHT OR OTHER RESERVED RIGHTS WOOD ROOF TRUSS SYSTEM SHALL COMPLY W/ TPI'5 NATIONAL DE515N STANDARD FOR METAL PLATE CONNECTED WOOD TRU55 GONSTUCTION, ROOF. Proposed barn AN5I/TPI 1. CAL "5- CRIMP" ROOFING OVER FELT Laurel Creek 30# FELT OVER 5/b" T 4 6 055 ROOF 5HEATHING PRE-ENGINEERED ROOF TRUSSES a 24"O.C. Nursery, LTD I2 _ C ONT. 6Xb GGA P05T 3 3 12 Rt 25 � I Laurel, New York 11948 I I , 2Xa GIRT a 3RD POINTS `�\ 2X6 BRACE AT CORNER LPA Architects LLP OF STRUCTURE (TYP) / / I , WALL: ARCHITECTURE PLANNING ` I 5HIPLAP 51DIN6 OVER www. Ipa- plans . com �--5HIPLAP 51DING / I p I 2X8 HORIZONTAL GIRTS ON ' I 4X6 GGA P05T a 5'-0" O.G. ,� I 1 `� I (6X6 GGA AT CORNERS) Lemmen Paul= I 285 West Main St Associates, eSlle,Architects Itl 782 I , I Y� - 1 Tel: 631 589 2914 Fax: 631 589 6935 =``°°`Arb Ln I Ipa-plans.com s' 2X8 GGA BASE C71RT ` I = I / USE A5 FORM FOR CONCRETE \ ` 1 - CaRADE \\ i 2 42 54 28 2 I / UNAUTHORIZED ALTERATION / I OF ANY ITEM ON TH15 DOCUMENT / / I A \ IS A VIOLATION i- ED A SLOPE TOP OF GONG. 1 _ I NEW PORK STATE LAW. �CL, \ I , T P F A Ifs // 1 Issue Date: ��yp��a� J. cFM2/�7/� _ I RAISE SLAB I" AT II'-b" X 4' DEEP CONCRETE I I i I IVIZ DOOR — — — ...... - - — — GRADE June 2003 = FILLED 50NO TUBE i i 1 i i i i i i i i , I I , , , �._...._� I, I � Project Date: o in TURN DO N 5L II I Np A 8"X " W/(I) B FOUNDATION: PG APRON YV 1 I T ti< 4 ✓-12" X I/2" THREADED RODS TURNED DOWN I I CONT. I'-b DIA X 4'-O� DEEP PG Scale: (TYPICAL a DOOS) 0 --- -- SLAB (TYP) 11 SONOTUBE 1 3• , I AS NOTED _ Li BUILDING ECTION A-A J Project# Drawn: Sheet WALL SECTIOl� SOUTH ELEVATIONS SCALE: 1/2"=1'-0" SCALE: 1/4_r r "=1'-0" SCALE: 1/4"=1'-0" Xl! 03032 RJL ROOF TRUSSES AS MFG'D BY NASSAU SUFFOLK TRU55 631-28q-6g00 D7 Job: Check: Mangeri KMP PLANS / ELV / SEC JAN 13 2005 New York State Code table R301 .2( 1 ) I General specifications PRELIMINARY E PROGRESS E BIDDING Q PERMITS X CONSTRUCTION Sheet Notes: Ground Wind Seismic Subject to damaec from: Winter Ice shield Flood CONCRETE WORK (R402) snoNr design - design reQ'd hazard load Speed(mph) Cat. weathering frost termite deca) temp I. ALL CONCRETE WORK SHALL COMPLY W{TH THE SPECIFICATIONS AND THE FOLLOW!N& STANDARDS 45 120 SEVERE 36 M-H 5-M II EXCEPT WHERE MORE STRINGENT REQUIREMENTS SHOWN OR SPECIFIED SHALL GOVERN: COMPLY WITH ALL CODES OF AGI 501 "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS" MEW YORK STATE & TOWN COO::: Use & occupant classification: UTILITY AND MI5CELLANE 5 ROUP U LATEST REVISION. c " , PS REQUIR D AND CONDITIbN:;07 occupancy AGI 502 "GUIDE FOR CONCRETE FLOOR AND SLAB CONSTRUCTION _ LATEST REVISION. ,ice AGI 311 "RECOMMENDED PRACTICE FOR GONGRET'E INSPECTION" DATE. 3 ®,P,t SHOMD TOY N ZBA LATEST REVISION. ?i� FEE: ,�(./ SOLP0LDT0VNPLR�""".j r3 AGI 515 "BUILDING GODS REQUIREMENTS FOR REINFORCED CONCRETE" ��� �: LATEST REv1510N. 4 NOTI EUILDING DE PARTtW AT S"0LD TOVt"4 TRL; AGI 341 "RECOMMENDED PRACTICE FOR CONCRETE FORMWORK" 765-IM I AM TO 4 PM pW TW LATEST REVISION. FOLLOWM CONCRETE REINFORCING STEEL INSTITUTE "MANUAL OF STANDARD NSECC N.YS.DEC EI FOUNDATION . _. PRACTICE" LATEST REVISION. I. POUREDAGI 305, B06 "MIXING AND PLAGIN6 OF CONCRETE DURING HOT AND FOR COLD WEATHER" LATEST REVISION. 2. Rotes ' ` ftUteM OCCUPANCY OR 2. BASEMENT, FOUNDATION, EXTERIOR WALL5 a OTHER VERTICAL CONCRETE SHALL HAVE A COMPRES5IVE 3. INSULATION STRENGTH OF 5000 PSI ® 28 DAYS. PORCHES, CARPORTS 4 &ARA6E CONCRETE SLA55 SHALL HAVE 4. FINAL TE SHALL BE AIR ENTRAINED. TOTAL AIR CONTENTR(% BY VOL. OF GONG) SS LLYS.NOT BErLE55 THAN 5% OR MORE THAN I BE COMPLETE FOR USE IS UNLAWFUL MATERIALS USED TO PROVIDE CONCRETE AND TESTING THEREOF SHALL COMPLY WITH THE ALL CONSTRUCTION WITHOUT CERTIFICATE APPLICABLE STANDARDS LISTED IN AGI 318 OR A5TM G 1151. (R402.2) REQUIREMENTS OF THE T 3. ALL WELDED WIRE FABRIC REINFORCEMENT SHALL CONFORM TO ASTM A185, LATEST REVISION. DESIGN STATE. NOT RE CO jU FM OF OCCUPANCY 4, ALL FOOTINGS AND &RAVE BEAMS SHALL BEAR ON UNDISTURBED SOIL HAVING A MINIMUM BEARING OR CONSTRUCTION CAPACITY OF 2000 POUNDS PER SQUARE FOOT IN ANY NAY TO ANY PROPOSED STRUCTURE. IF �tOR"9. Z'I4-- DETERMINED BY THE ARCHITECT, THE ACTUAL 501L BEARING SETTLEMENT CHARACTERISTICS SHALL E'E Loads table R301 .4 ASSESSED BY A QUALIFIED SOILS TEST LABORATORY AND 6EOTEGHNIGAL ENGINEER. THE OWNER SHALL PROPERY LINE BEAR THE: EXPENSE 01° TESTIN6. USE DEAD LOADS LIVE LOADS FRAME FLOOD ZONE ROOFS 12 P5F 45 P5F MASONRY WOR.IG (R606) DWELLING MOBILE HOME COMPLY WITH CHAPTER"46 FLOORS (SLEEPINS) I. ALL MASONRY WORK SHALL CONFORM TO THE REQUIREMENTS OF AGI 530 / ASGES / TM5 402 FLObb DAMAGE PREVENTION I2 PSF 30 PSF - THESE DIMENSIONS ARE r SOUTHOLD TOWN CODE. FLOORS (NON-SLEE PING) 12 PSF 40 PSF 2. ALL CONCRETE MASONRY UNITS SHALL CONFORM TO THE REQUIREMENTS OF ASTM Gq0-q9, LATEST TO ROUGH FRAME > 01 REVISION, FOR FULL LOAD BEARING MASONRY UNITS WITH MAXIMUM COMPRESSIVE STREN6TH. DECKS 10 PSF 40 PSF 3. MORTAR TYPE SHALL B 51JITED FOR THE PARTICULAR ENVIRONMENT IN WHICH MASONRY 15 LOCATED BALCONIES 10 PSF 60 PSF 61VIN& DUE REGARD FOR STRESS, THERMAL AND MOISTURE CONDITIONS AND COMPLY WITH ATTIC W/ STORAGE q P5F 20 PSF A5TM 270 (R607.1) 4. PREMOULDED AND KEYED VERTICAL EXPANSION JOINTS SHALL BE LOCATED AT 20 FOOT INTERVALS. _ ATTIC W/O 5TORAGE q PSF 10 P5F SPECIAL SHAPED MASONRY UNITS CAPABLE OF T'RAN5MITTIN& SHEAR SHALL BE UTILIZEDELECT PROPOSED 30' X 40' UNITS CAPABLE OF TRAN5MITT1N6 SHEAR SHALL BE UTILIZED AT JOINT LOCATIONS. IG POLE BARN GARAGE - 5O PSF SERVICE ROOIYI 1'eClUll"etYlentS (R303 through R305) 5, RUNNING BOND MASONRY COURSES ARE REOUIRED AT ALL LOCATIONS. u UNDERGROUND ELECTRIC 6. ALL INTERIOR AND EXTERIOR MASONRY JOINTS SHALL BE TOOLED OR RODDED, NOT RAKED. 1 ROOM AREA HE16HT LIGHT Sty VENTILATION % E6RE55 1. TRUSSED &.ALVANIZED STEEL HORIZONTAL REINFORCING IS REQUIRED AT 16" MAXIMUM INTERVALS INGLUVING CORNERS, INTERSECTIONS AND PILASTERS. HORIZONTAL JOINT REINFOQGIN6 SHALL BE DUR-O-WALL OR EQUAL. SETBACK LINT 5. IN ADDITION TO REINFORGIN& INDICATED, GRADE 60 #4 REINFORCING DOWELS ARE REQUIRED AT 48" O.G. INTERVALS EXTENDIN6 UPWARD ONE FOURTH THE WALL HEEI&HT OR 50" WHICHEVER IS 15 GREATER, AND ENCASED IN &ROUT FILLED CELLS. FULL HEIGHT #4 BARS ARE REOUIRED AT C16" INTERVALS WITH FULLY &ROUTED CELLS. BARS SHALL BE EMBEDDED IN CONCRETE FOUNDATION SUFFICIENTLY TO DEVELOP ADEOUATE ANCHORAGE. 57RUG7URAL STEEL (BG2204) I. ALL STRUCTURAL STEEL WORK SHALL BE IN ACCORDANCE WITH THE REOUIREMENT5 HEREIN INDICATED AND IN ACCORDANCE WITH THE REOUIREMENTS OF THE FOLLOWING STANDARDS. YVHE:RE CONFLICTS OCCUR, THE MORE 5TRINGENT STANDARD SHALL APPLY: RESIDENTIAL CODE OF NEW YORK STATE f BUILDIN6 CODE OF NEW YORK STATE General conditions THE DE516N, FABRICATION AND ERECTION OF STRUCTURAL STEEL BUILDINGS AND STRUCTURES 5!-IALL BE IN ACCORDANCE WITH EITHER THE Al5G LOAD AND RE515TANGE FACTOR DESIGN SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS (AISG-LRFD), AISG SPECIFICATION FOR I. ALL DESIGN, FABRICATION AND CONSTRUCTION WORK SHALL BE CONDUCTED IN ACCORDANCE WITH STRUCTURAL STEEL 5UILDIN6S-ALLOWABLE STRESS DESIGN (A15G-A50) OR AISG SPECIFICATIONS APPLICABLE FEDERAL, STATE AND LOCAL CODES AND ORDINANCES INCLUDING EEUT NOT LIMITED TO THE FOR THE DESIGN OF STEEL HOLLOW STRUCTURAL SECTIONS (AISC-HSS). WHERE REQUIRED, THE FOLLOWING: SEISMIC EE DESIGN OF STL 5TRUGTURES SHALL BE IN ACCORDANCE WITH THE ADDITIONAL PROVISIONS OF BG 2212. RE5IDE:NTIAL GORE OF NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODES OF NEW YORK STATE ANSI/AWS 171,1 "STRUCTURAL WELDING CODE-5TEEL", LATEST REVISION. _ MEGHANIGAL GORE OF NEW YORK STATE FUEL AND &AS CODE OF NEW YORK STATE 2. ALL FRAMING MEMBERS SHALL BE SHOP FABRICATED FOR BOLTED FIELD A55EMBLY. FIELD CUTTIN6 OR DRILLING, WHEN REOUIRED, SHALL BE CLEARLY N07ED ON THE DRAWIN65. ALL C WHERE CONFLICTS ARISE:, THE MORE: 5TRIN&1=NT RE-OUIREMENT5 SHALL FRAMING MEMBERS SHALL CARRY AN EASILY VISIBLE IDENTIFYING MARK, EITHER STAMPED, M A -Y STENCILED OR PAINTED. 0 2, THE GENERAL CONTRACTOR 15 RESPONSIBLEI FOR COORDINATION OF WORK WITH ALL TRADES SO THAT 3• ALL FIELD CONNECTIONS SHALL BE BOLTED. BOLTS SHALL BE MACHINE BOLTS CONFORMING NO CONFLICT OR DEFIGIENGY RESULTS IN THE COMPLETED WORK. a TO ASTM SPECIFICATIONS A525 OR A4gO AS SHOWN ON THE: DRAWIN65. THE FAYING SURFACES "9 3. THE ARCHITECT HAS NOT BEEN RETAINED FOR CONSTRUCTION OBSERVATION AND ASSUMES NO OF ALL BOLTED CONNECTIONS SHALL BE SMOOTH AND FREE FROM BURRS OR DISTORTIONS. �� RESPONSIBILITY FOR CONSTRUCTION ACTIVITIES. ALL BOLTS SHALL BE ELEGTRO-ZING PLATED. 4. THE CONTRACTOR SHALL OBTAIN, PRESENT E'VIDENGE OF, AND PAY FOR ALL PERMITS NECESSARY 4• ALL STRUCTURAL STEEL SHALL BE A57M A-56 (FY = 36 K51) TO CONDUCT THE WORK AND COMPLETE TH15, GONTRAGT. THE CONTRACTOR SHALL OBTAIN THE BUILDIN6 PERMIT AND CERTIFICATE OF OGCUIPANCY AND ALL REQUIRED APPROVALS. ALL WORK SHALL 5. ALL SHOP CONNECTIONS SHALL BE WELDED OR BOLTED. BOLTS TO BE 3/4" AND ASTM A-325 BE: PERFORMED IN STRICT ACCORDANCE WITH THE RE6ULATION5 AND REOUIREMENT5 OF THE VARIOUS AND MEET AISG SPECIFICATIONS, SECTION 1,16, WELDS TO BE ETOXX AND MEET AISC CIVIL AGENCIES HAVING JURISDICTION THEREOF. SPECIFICATIONS, 5EGTION 1.17. ALL SPECIFICATIONS TO BE LATEST REVISION. UPON COMPLETION OF THE: WORK PROVIDED 'FOR IN THIS CONTRACT, AND BEFORE FINAL PAYMENT SHALL BE MADE, THE CONTRACTOR SHALL FURNISH 'THE OWNER WITH ANY NECESSARY CERTIFICATES OF 6. ALL WELDING SHALL BE DONE BY LICENSED WELDERS. OCCUPANCY OR CERTIFICATES OF COMPLIAMCE ISSUED BY THESE VARIOUS AGENCIES. Revisions: 7. ALL STEEL DETAILS SHALL BE DE516NED TO CONFORM TO ARCHITECTURAL REOUIREMENT5. •, ;.q, _r7 f, ",r4, „..r ,ems u '.�cx_.pro'•n. .,,; ac•..'r •.;,.��,,5• :.=`_;_✓r_'. ..a--u=:-.••,•..:_ cc•-_-::'„� nr, 5. ALL DIMENSIONS INDICATED ON THE DRANINC75 ARE APPROXIMATE AND ARE SUBJECT TO REV15ION AS 5. ALL STEEL FLITCH PLATES TO BE THROUGH BOLTED WITH 5/5" DIAMETER STEEL BOLTS AT 16" O.G. PER ACTUAL FIELD CONDITIONS, THE DISCRETION OF THE OWNER, AND AS DIRECTED AND/OR APPROVED BY THE ARCHITECT. 5TAGGERED. i n. -=;'cc .r •~ =r•, a C`- C - r c_ ki s s C-rt.•- 4 G ",.r'G C 4G^ \y�Atx .1-.. AG'( 4`.-_ 6. THE: CONTRACTOR SHALL SECURE CONSTRUCTION SITE IN ACCORDANCE WITH ALL APPLICABLE SAFETY STANDARDS. THE CONTRACTOR SHALL CONDUCT ALL WORK TO PRECLUDE THE EFFECTS OF WEATHER STRUCTURAL LUMBER (R502 R602 R8O2) ON COMPLETED WORK,OR WORK IN PROGRESS. �'- i. ALL FLOORS, WALLS, CEILINGS 4 ROOFS SHALL BE DESIGNED AND CONSTRUCTED IN Proposed barn 7. THE CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY AND EXPENSE OF TEMPORARY ENCLOSURES ACCORDANCE WITH THE SPAN TABLES FOUND IN THE RESIDENTIAL CODE OF NEW YORK STATE WHERE NECESSARY OR WHERE GALLED FOR IN THE DRAWIN65. OR IN ACCORDANCE WITH AFdPA / NDS AND ASGE-1. L „ � Creek., b. ITEMS SU5TAININ& DAMA&E DURING THE CONSTRUCTION PERIOD SHALL BE REPAIRED AND/OR 2. ALLLUMBER SHALL BE DOUGLAS FIR CONSTRUCTION GRADE #2 OR BETTER WITH THE FOLLOWING REPLACED TO THE SATISFACTION OF THE OWNER AND TO THE APPROVAL OF THE ARCHITECT, AT THE MINIMUM STRESS GRADES: CONTRACTOR'S EXPENSE. B 8 Nulxsery, LTD NDiNb STRESS FB = BASE: 15 ADJ: i101 P51 q. THE CONTRACTOR SHALL CONDUCT ALL WORK IN SUCH A MANNER SO AS TO NOT IMPAIR THE STRUCTURAL SHEAR STRESS FV = 415 PSI INTEGRITY OR STABILITY OF ADJACENT STRUCTURES, EOUIPMENT, OR UTILITIES. SHOULD DAMAGE OCCUR MODULUS OF ELASTICITY E. I.6 X 10` PSI Rt 25 AS A RESULT OF THE WORK, THE CONTRACTOR SHALL REPAIR OR REPLACE SAID DAMAGED ITEMS. THE CONTRACTOR SHALL BEAR ANY AND ALL COSTS ASSOCIATED WITH WORK DISCONTINUATION, MATERIALS 3. ALL FRAMING BRACKETS AND ANC York SHALL BE 16 GAUGE 6ALVANIZED STEEL BY TECO OR EOUAL. Laurel, New E ork 11948 TESTING, REPAIR AND ALL MISCELLANEOUS RELATED ITEMS. 4. ALL WALL PLATES BEARING ON CONCRETE SHALL BE PRESSURE TREATED PRESERVATIVE (PTP) TIMBER. 10. THE TERM "OWNER" SHALL REFER TO THE LEGAL OWNER OF THE PROPERTY AND PREMISES AND ITS AGENTS OR REPRESENTATIVES. 5. ALL LOAD BEARING DIMENSION LUMBER SHALL eC IDENTIFIED BY A GRADE MARK OR A LUMBER GRADING OR INSPECTION A&ENGY THAT HAS BEEN APPROVED BY AN ACCREDITATION II. THE CONTRACTOR'S AGREEMENT TO ENTER INTO THE WORK SHALL SUFFICE A5 THE CONTRACTOR'S BODY THAT COMPLIES WITH DOG P5 20. /� ACCEPTANCE OF THE TERMS SPECIFIED HEREIN, AND SHALL BE INCORPORATED INTO ANY AND ALL ITA Architects, LLP AGREEMENTS BETWEEN OWNER AND CONTRACTOR. A C 1+ I i I- (_ T 'J P, C I' i A r I N I N G PLUMBING AND HEATING WORK (P2502, � R303.6) - 12. THE CONTRACTOR SHALL DETERMINE AND/OIR VERIFY THE ACTUAL LOCATION OF ANY AND ALL v✓ A v✓ I p a - p I a n s . c o m UTILITIES, ALL SUPPLY, WATTE AND HEATIN6 PIPING AND RELATED ITEMS PRIOR TO COMMENCEMENT OF 1. PLUMBING - 5ANIT'ARY, GOLD AND HOT WATER, AND ALL OTHER PIPING SHALL CONFORM TO WORK. ALL COSTS INCURRED SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. ALL LOCAL, COUNTY 4 TOWN REOUIREMENT5 AND THE: REOUIREMENT5 OF THE RESIDENTIAL GORE OF THE STATE NEW YORK. I F it rnen P,;u! �•,5< x.;,t. .,!+r c h;tF°:t•,I I F' 13. THE CONTRACTOR SHALL, AT ALL TIMES, PROVIDE CONVENIENT ACCESS AND SAFE AND PROPER EXISTING BARN 51 HY I I 7f,1 FACILITIES FOR THE INSPECTION OF ALL PARTS OF THE WORK. 2. THE USE OF LEAD SOLDER IN PIPIN6 JOINTS 15 STRICTLY PROHIBITED UNDER LAW. 611 ?9!•1 !a< (A! SW) �,')3S 14, ANY MATERIALS OR WORKMANSHIP FOUND AT ANYTIME TO BE DEFECTIVE OR SUBSTANDARD SHALL BE REMEDIED AT ONCE, REGARDLE55 OF PREVIIOUS INSPECTIONS. 3. ALL HYDRONIC HEATING SUPPLY AND HOT WATER PIPES SHALL BE INSULATED. T 15. ALL MATERIAL AND ITEMS INDICATED ON THE CONTRACT DRAWINGS, DIRECTED BY THE ARCHITECT 4, HEATING SYSTEM SHALL BE EXISTING TO REMAIN. CONTRACTOR TO MODIFY AS REQUIRED TO BE AND AS PER 51TE CONDITIONS DEMAND, SHALL BE DISPOSED OF PROPERLY IN APPROVED SUITABLE FOR COMFORT HEATING IN ACCORDANCE WITH THE REOUIREMENT5 OF THE CONTAINER OUT OF THE: PATH OF CONSTRUCTION AND AWAY FROM THE PUBLIC, OUT OF THE PATH OF ENERGY CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE. CONSTRUCTION AND AWAY FROM PUBLIC AND VEHICLE TRAFFIC, AND TO BE CARTED TO APPROVED LAND FILL SITE BY LICENSED GARTERS. 5. THE PLUMBING CONTRACTOR SHALL OBTAIN ALL PEERMIT5 4 PAY ALL FEES REOUIRED FOR �,RED AgCy� 16, ALL NEW WINDOWS AND 5KYLI&HT5 TO BE MANUFACTURED BY ANDEERSEN CORP., BAYPORT, MN. HIS WORK. OR EQUAL . ALL WINDOW TYPES AND SIZES SHALL BE AS INDIGAT'ED ON THE: CONT'RAGT DRAWINGS. J WINDOW 6LAZIN6 SHALL BE HIGH PERFORMANCE OR "E" TYPE GLAZING. FURNISH FIBER6LA5S INSECT June �.003 SCREENS WITH ALL NEW WINDOW5. 17. THE CONTRACTOR SHALL CHECK AND VERIFY ALL CONDITIONS OF THE SITE PRIOR TO STARTING OF 1. WORK ( E�301) 1• Ati!11 200? WORK AND HE 5HALL FAMILIARIZE HIMSELF (WITH THE INTENT OF THESE PLANS AND MAKE WORK ALL ALL ELECTRICAL WORK SHALL CONFORM TO THE REOUIREMENT5 OF THE RESIDENTIAL CODE OF AGREE WITH SAME. NEW YORK STATE, THE NATIONAL ELECTRIC CODE, THE LOCAL POWER CO. AND ALL Sc 3i �O 0247 y0 18. IF IN THE COURSE OF CONSTRUCTION, A GONIDITION EXISTS WHICH DISAGREES WITH THAT AS APPLICABLE LOCAL REGULATIONS. THE CONTRACTOR SHALL OBTAIN ALL PERMITS AND PAY - AS NOTFD F INDICATED ON THESE PLANS, THE GONTRAGT•OR SHALL STOP WORK AND NOTIFY THE ARCHITECT. ALL FEES REQUIRED FOR HIS WORK. THE CONTRACTOR 5HALL HAVE THE INSTALLATION SHOULD HE FAIL TO FOLLOW THIS PROCEDURE AND CONTINUE TO WORK, HE SHALL ASSUME ALL INSPECTED AND APPROVED BY AN INSPECTION A6ENGY OF THE FIRE UNDERWRITERS T'� it It RESPONSIBILITY AND LIABILITY ARISING THEREFROM. ASSOCIATION AND SUBMIT A CERTIFICATE OF FINAL APPROVAL BY THE INSPECTION AGENCY 1`�J UPON COMPLETION. SITE PLAN 030 3`) R11' Iq. GRADING AROUND NEW CONSTRUCTION SHALL SLOPE AWAY FROM HOUSE AND BLEND INTO EXISTING. 2. SMOKE DETECTORS SHALL BE FURNISHED AND INSTALLED AS INDICATED ON DRAWINGS AND IN FIR SAFETY AND ELECTRICAL CODES. "- 20, DO NOT SCALE DRAWIN65. WRITTEN DIMENSIONS 5UPER5EDE- SCALED DIMENSIONS. ACCORDANCE WITH APPLICABLE E �l�l-I� 5(1' I. .- Mangerl KMP 21, IT 15 THE INTENT OF THESE DRAWINGS TO EXPLAIN THE REOUIREMENT5 OF THE PROPOSED 3. ALL ELECTRICAL FIXTURES, 5WITGHE5 AND ACCESSORIES SHALL BE SELECTED BY THE OWNER. SITE INFORMATION AS TAKEN FROM 5URVEY BY DONALD CONSTRUCTION. HOWEVER, FIELD CONDITION'S MAY ARISE DURIN6 CONSTRUCTION THAT MAY NOT HAVE BEN EXHAUSTIVELY DETAILED. TASE LAND SURVEYOR DATED JUKE 3, IQg4 COVER p PRELIMINARY El PROGRESS E1 BIDDING El PERMITS X CONSTRUCTION 1 Z( S1 t Notes:' I ! 1 I 1 Ili i, 1. !I ,i ( ' n i� ✓O'—D" • 'I if I II I,i,i'I t, il , 1-55 II I 2 �it 2842 2842 � I� it It it i I li j I 1'-6" X -O' X 4'-0rt \ 4 I PG SOLID FO,O`f,IKG I I• is / . I • / / \ \\\;� ' r //' <J JY //// 2X6 BRACE ON BOTTOM I ) U / / I OF TRUSSES-TYP EACH \\\\ \ \'� \ --�- {i I I CORNER I - it E_1-1,,, tu luit / \ \// \ \ 28 2 2842 ` io X ! I I m ror OF BASE G I \ I _/ I —PG SOLID FOOTING I c1 ' -- I 1 I I I I 1 I I I I ( {T) 1 I I I I 1 1 I I 1 1 r 1 ' I ' 1 ' I 1 I I I ' I ' t 1 1 ' 1 ' 1 ' I' I` � I I / • PG APRON I '4 - , 1 1 I I 1 1 I 1 I I I 1 I I I I 1 I 1 I I I � I L--- L--- L--- L--- L--- L--- ---� L--- 1 ' --- ' J i -------J -------J ----- o WEST ELEVATION NORTH ELEVATION � n Barn I SCALE: 1/4"=1'-0" SCALE: 1/4"=1'-0" ', (1 0• I r=_ -� - I Q I " IQ I 4" PG FLOOR / O - _ A� HALT SHINGLES �p A A ! I I u I I ROOF OVERHANG i!1 'R A - 1 N 2 r FI©C GLASS GORUG TED m• d a j . 1 •A HAT HIN 5 G L S LES - PRE- NGINEERED ROOF TRUSSES o 24" O.G. \\�\ I! 'I I !' I //✓/ " I I. ---- ------ ---------- -- -I 11� I--—— —— —/— ——f—— —— —— —•— — I I /// • ---I'-b" X 2'_b" X 4'-0" PG SOLID FOOTING r1 /! -2X& CONTINUOUS DRAGE AS I - it i� //y INDICATED, OUT 61RTS TO ALLOW CL �(� I n/. + OR BRACE (TYP I �7• \ I /// !\ \ II //° •BOARD I BATTEN SIDING GLUE AND NAIL POST TOGETHER \ i r// I x. ti \ / '✓ " I 1 Oi PG SOLID\�OTING I I'-b" VIA X 4'_0" DEEP " \ \ 2842 ! 2b42 r " 1 PG FILLED SONOTULE / v _ (TYPICAL) / GRADEi 2-5/b" GAL\/. MB I I / / n EACH LEVEL - I I 1 1 I i I 1 1 •� ;41 ~ fV U i ' i ' i ' i ' i ' i ' i ' i ' ' c--SONO TUBE 1j � -9065 2842 2842 2842 � HALF LITE rD I ' 1 ' I ' 1 ' 1 ' I M " L---- L---- L---- L---- L---- L---- L---- L---- 2 3/4" 2 5/4" N EAST ELEVATION 1 I/2" 4' I/4" �'_o" 5'-0" - 5'-0" r 5'-0" 4' I/4" I V2" SCA LF.. i/4"-1'-0" M 7 a D -- FLOOR PLAN „ H I6, WRAF' AROUND IX6 RS CEDAR FASCIA UNDERSIDE OF TOP Revisions: PLATES a ,,•. = a c. _A:,, . SCALE: 1/4"-1'-0" 1200 st O GGA TREATED 0.6�# r acr�.�;,,�,1 Or�.a a 1/2' PLYWOOD SOFFIT WINDOWS AS MFG'D ANDERSEN 7 cV RETENTION a BOT 0H LET IN 2X5 CONT. OF POST BELOW TOP PLATES p..� 4rur\- r•q r..G ,.�C,�_._�_ t _.,,yr_' .�W"w r['K.;' , � C'.-., '., i.`G'.4-:+<., - AG, C.?•✓u..,:Y,,P1,:Cc'F'.i^Cr.. ^•-�G•RL. —CS ib 0 EACH &X6 POST TO TOP PLATES WOOD ROOF TFZU55 SYSTEM SHALL COMPLY W/ TPI'5 NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS GONSTUCTION, ANSI/TP1 1. ROOF: Proposed barn - - c ARCHITECTURAL ASPHALT SHINGLES OVER ' 30 FELT OVER Laurel Creek 5/8" GDX PLYWOOD SHEATHING PRE-ENGINEERED ROOF TRUSSES P 24"O.G. GORU&ATED FIBERGLA55 Nu-����� 7, LTD i ,i (VIP) ROOFING AT PERIMITER I2 12 SHIM SHINGLES AND FLASH SHIM SHINGLES AND FLASH Rt 25 AS REO'D --'"`— AS REO'D Laurel, New York 11948 CONT. 6X6 GGA POST i -- SLOPE TOP OF CONG. :2X& BRACE AT OF STRUCTURE (TYP)NER LPA Architects, LLP WALL: \ Pc t+ ' _T < < I JR [" Pt /aNN1NC BOARD I BATTEN SIDING OVER 2X8 GIRT ® 3RD POINTS \ \\ ; / // O I 2X8 HORIZONTAL GIRTS ON `�v ''� / ! F� a a a n s c o m O \ _ v 4X 1 b GGA 05T �tDO.C. 5'-O" O \ \ I I f I ) (bXb GGA AT CORNERS I ( \ ; /. I nrt I'�ul A.. . .t'r,� /•Ir1.r.r?•,I ! P I eI 631 `,8S, .')i•i Fa<- 631 5P,9 693`) •E---BOARD AND BATTEN SIDING 5ONOTUBE 2X8 GGA BASE GIRTj.AgCyi)► USE AS FORM FOR CONCRETE \ % issue C.atc. \ \ I, ;I I '. I RAISE- SLAB I' AT TOP OF b,A, E,Cg,IRT — I I 0 'ls F GRADE _ -_ I DOOR, — — — — — -- -- - — — — — — June 2003 �� ' — — — — — — — GRADE ,�. I ro;ect Date: ' I ' 1 I I ; I I ' I I 1 ' I I I• �-- TURN DOWN SLAB I I I� I I 1 ; 1 ; 1 ; I ; 1 ; ; I 1 I b"X8" kV(I) 05 BAR i I i FOU�IDA I ION: April 2002 N Q� SLOPE TOP OF GONG. I I 1 1 1 I I PG APRON ry I I I ' I I I i 3 ,— , 1 CONT. I I I ' '� Scale: 4 I'-b" X 4' DEEP CONCRETE ' i ' I ' I I 1 I , TURN-.D DOWN I { i I I I I I -b DIA X 4'-O" DEEP PG SLAB (TYP) (TYPICAL ® DOORS) k �t FILLED SONO TUBE I ' , 1 I I , 1 , I , 1 , i 1 i I_I ' SONOTUBI= FD 1 AS NOTED 4 m BUILDING SECTION A-A - Sheet 5-12" X 1/2" THREADED RODS SOUTH ELEVATION SCALE: 1/4"=1'-0" 0303? RJ(_ _Lj_ A „ ROOF TRUSSES A5 MFGb BY NASSAU SUF"FOLK TRU55 631-28q-bg00 InLr rh. ckAMW SCALE: 1/4 - 1 -0 Manger KMF ALTERNATE COLUMNWALL SECTION scALF: i"=1'-0" 1'-b° SCAL[;: 1/2"-1'4„ PLANS / ELV / SEC Table 3 . 1 Nailing Schedule WFCM 2001 edition Section R703 PRELIMINARY El PROGRESS El BIDDING CI PERMITS ICI CONSTRUCTION Sheet Notes: Joint description 4 ofConinnon nails of Box nails Mail Spacing TABLE R703.4 ROOT' FRAMING WEATHER-RESISTANT SIDING ATTACHMENT AND MINIMUM THICKNESS Section R905 (continued) Section R301 .2. 1 .2 TN•T FN■ FACE NAILED EN-DO NAILED b•c•d TYPE OF SUPPORTS FOR THE SIDING MATERIAL AND FASTENERS RAFTER TO TO TE (TN) TABLE 3.4A 3,4A -R RAFTER Woodor 11005.7.2 Deck slope. Wood shin ! wood TABLE R905.2.8.2 i p shalt lie invaailcd till R301.2.1.2 Internal pressure,�W'indows in buildings Io- YALLEY LINING MATERIAL s!orc, of three unity vertical ill 1 units honionr.,l GLNG JST TO TOP PLATE ( TABLE ?l, L- PER J015T NOMINAL SHEATHING structural Fiberboard Gypsum Number or _ (2s-percent slope)vo greater. sated in t\ind-borne debris region,, shall have i-la/cd THICKNESSa JOINT PAPER panel sheathing sheathing Direct to spacing of - M!NIMU-rAl GLNG JST TO PARALLEL RAFTER (FN) 3. TABLE 3.c1A EACH LAP SIDING MATERIAL (Inches) TREATMENT REQUIRED sheathing Into stud into stud studs fasteners THICKNESS WEIGHT 12905.7.3 t inderl"y'ttt_"t,1t AIY;+ pwherc the>,vcr;rpc tiail openings protected from wind-borne debris or the huild- MATERIAL Inches GAGE (pounds) telnl,crature ill Jantinrytc-.5 P(-4`('')orlegs,orvvhen'Inhlc ingshallhedeGignedasapaftially enclosed building inac- f (Ll 11 nail 0.1_rl nail ll.l (1 Hall 1\Ol �___-�,_ ___ �. __ (pO ) R 3o I.2(1)criteria sk)dcsi natca.till ice barrier that consists N 0.019 Lap No p GLNG JST LAPS OVER PARTITIO ( ) E 3. TABLE 3.etA EACH LAP Without p 11/2"long, 2„Ion 2"lop allowed _ „1*01 too-1,t 1k 1 Ir—r,-s t,f underlavn,ent cemented lt+ r cordanee with the Brrikir)r� Crxlr F g Copper I pthall or Glazed opening protection for wind-borne debris shall Horintntal insulation U.1 2tl Hall 11•121)Hall 0.12(I trail Not Cann2 as stud -� -`---- -- --- ofn srlt-Iulhennp rolyrrter nlr,dilictl hl(um�-r,sh�•ci,�Itull c?.- COLLAR TIE TO RAFTER (FN) TABLE 3.6A TA 6A PER TIE I 0.024 La No Aluminum 0.ut4 — — IeItd Croin the eflvo•s edge it,it poinl at least"4 iricftc�(Is 10 alurnmutnr p 11i_,"lone: 2"long '-"long allowed spacing - --- - - 1,R„)111sodct1,eexterior.%till line of The I'mid,'r t!ndctIay- meet the requireirlenlsof the Lirue;tlissile Test ofASTNI BLOCKING TO TN) 2-8>D 2-IOD EAGH END With U.120 nail 0.120 nail 0.1211 nail 0.120 nail Stainless steel — 28 -- tricot shall cunt:,nu with AS'1:tit t)T26. 'i'ypc 1. L' 1996 and of ASTA'1 E 1896 referenced therein. 0.019 La No insulation l P i 1!2"long 21/,"long 2l 10ng, 11'2"long Ga!).'I ized `2r, 7lltc 149115.7.4 1laterial standnrds. Wot+d shingles shall he cal' RIM O RAFTER (EN) 2-ICoD 3-I6D EA - ( Exception: Wood structural panel, with a minimum 0.017'> natnrall dnrahlexp nod and corn,Iv w till the rt'uire+nent+;c,l (3nck veneer steel coated G90) ?' 1 1 thickness of / inch(I I.I ntm)and a maximum span 2 Section Yes 'table It )05..-•!. 1F p WALL FRAMING Concrete masonry 2 7 z See Section R703 and figure R703.7h /inc alloy0.027 -- --i ol'8 feel (2438 milt) shall be permitted for opening veneer i R U- (01) TABLE R905.7.4 TOP PLAT E TO TOP PLATE (FN) 2-ISO ") 2-I6D *I PER FOOT 6„ net Lead — I 7]/� WOOD SHINGLE MATERIALREOUIREMENT$� proteedoninone-andilwo-storybuildinits.Panelsshall pa _1_ pPp,.ICAULe lie precut to cover the splayed oprnnit=s with attachment hl ilfdl:Ditr(il - edges Painted tcme - -- 2O MAT ERIAV MINIMUM GR4DF8 GRAr,ING Rut ES TOP PLATES AT INTERSECTIONS (FNJ 4--I6D 5-IbD JOINTS-EACH SIDE 7- n Notc Note" Note o Note o Note o Note o _ _L .___ _—.__ `- bar{aware pro\ided. Attachment, shall he provided in N?,t,d eh ma.lcs of i Panel siding-vertical & 12"inter 2 5. [t•dar till"kr snot accordance\wi[h'fahle R301.2.1.2 or shall he dcsi Incd P 1'or S1: finch 5.4 Rim, 1 ,,:tins-,1$ -1 k�. nnlun,ll} t uruhlr 1-_" nr i gTt,l,(ar Ii,.trrsu, 1- STUD TO STUD (FN) 2—I6D 2-I6D 24" O.G. sup. d "'O"`i toresist tile components and cladding loads(letermincd HEADER TO HEADER (FN) 11 E 1 Sartre as stud in accordance\with the r owi,,ions of the Bwh irT;'Code It6D I6D Ib O.G. EDGES Ilardlp(tard R905.2.8.3 Crickets and ~addle~. A cricket or saddle p spicing Rt1115,7.5 ni,plicn(ron. Wo,+d �hintzlcv shall he in�'I:,llctl N Sidingvertical 7 Note I r n h'cn }iir(_Sfa1<!. , Ih g '.NO[C�' Note Q Nitre q Ante q NOIC q 2 per shall he installed on t.�'c•ridi�e side ofaln'ehimne\ greater arcortiin},to this Chapter and the m:1nIt1'at'turer's insl:,llaunn TOP OR BOTTOM PLATE TO STUD (EN) 2-116P 2-40D PER STUD Lan-siding-horizontal /IF Note r Note r than 30 inches(762 rminI wide.Cricket or saddle cover- i„wtruet,ons. Vvo,,d sounples shalt he laid w,(h a-.idc lar It'll R301.2.1.3 Wind speed conversion. When referenccd - bearing ic.v than 1 1/,inc•hcs(3}(hint)betwecil rOtrlts,In entirKe%,And BOTTOM PLATE TO FLR JST, BANDJST, 2-I6>D *I� 2-IbD *I� PER FOOT 0.113 nail 0.113 nail 0.11?nail ings shall hesheet metal orofihcsame material asthe roof no,,.,,�t,;n„in any(hrcv adja, citt ct,ur:.c>ahtill hr in direct documents are based on fastest Tliiile wind speeds, the ENDJST OR BLOCKING (FN) ,, t, " t; . I Not Same as stud covering. atico",col. tii,ac,nt_ hellticcn,t,;nplr•,sh.,n nt,l be Ica UIMI three-second gust \wind velocities of Figure R301.2(4) Steel' 29 g i. Lap No 1'•4 2 4 2 /2" 114 inch Io'/S in�h(t,.4 ton,t„V.5111r10.Weather exI-,ure 16r t ,t 21 allowed spacing shall he converted to fas'cst ntilc wind vclncitie; usi Staple-1 !4' - ape /�" Staple-. /4' R905,2.8.4 Sidevwall I1lathint= 1•lwdiing,against a veilical w t'cul shingles shall n"2 exceed those et;n"I;ahl 12tx,i.7 5. 2 FLOOR F'RAh1iNCi Fnstcncrslorxvoodchinnlosshallticc•nrrosirvn-resivtalit%rith 1'ahiC R3pl. i Z StPtle VCmeCr 2 Section �'l•S See Section R703 and Figure R70?.7 sidewall Shall be bV ffhc stcp-1)ashillL_ method. a r,unionunT rcrictration „f ''7 inch (11.. 1111111 into the JST TO SILL, TOP PLT OR GDR (TN) 4-&D 4-IOD PER JST R703 g shcat),ing. For nf,vathing Ice,. timix I,': Inch (12.7 Rion) in R905.2.8.5 Other tlostiin+g, Plashing against it vertical thicl.ness, the fasienery hhall extend throu(rh the shcmhiily 6t1 h(,X nail, V'oud shin t BRIDGING TO J015T (TN) 2-8fD . 2-IOD EACH END l , 3, G" and t, a.cs%hau heal ached to the rt,t,t xs•iu,isv0 1:1 1cn- TABLE R301.2.1.2 :Note ' Note = 6d box nail 6d box nail 6d box nail is not p front wall, as well as soil s.ice, vent pipe and chimney ers per Sf,u, le, ,tsitioned till nitwe thrill ,. W'ND-BORNE DEBRIS PROTECTION FASTEWNG SCHEDULE � � I 1' t •4 inch(1 ).1 Hunt i allowed edge, flashin , shall be applied accordin= to asphalt shingle fruit,each cdr•e and no store than i irn h(25 1 non,)ahn,a the a•b•c d BLOCKING TO J015T (TN) 2-t?�D 2-IOD EACH END Particleboard p;inels f-' pip f t p FOR WOOD STRUCTURAL PANELS 12"inter. _ manufacturer's printed instructions. cxp,lsulc ]tile. BLOCKING TO SILL OR TOP PLATE (TN) 3-I6D 4-IbD EACH BLOCK 4/9 'Note g Note K slip. _ FASTENER SPACING_ 6d box nail 8d box nail 8d box nail 6d bur nail , , TAn_F R905.7.5 4 foot 6 foot R905.7��ood shinl les. l l le 117,,iallail(,Tt of wood 51111}�ll's Shall WOOD SHINGLE WEATHER EXPOSURE AND ROOT SLOPE Panef s 'in < LEDGER STRIP TO BEAM (FN) 3-1(SD 4-IbD EACH JST Plywnnd panel' 3; 0.pt)9 O.l l? 0.099 0.099 com.l 'with the rovisionis of this section. - - — --- FASTENER P panel span <panel span x Note g Note g T ,t ,. 6"On CYILCS p} p T EXPOSURIF(tit A—) TYPE s 4 foot S 6 foot s 8 foot (exteriorgradc) nail-2' nail /2 nail nail , -- -- ------ JST ON LEDGER TO BEAM (TN) 3-&D 3-IOD PER JST ( S RoorrNG LENGTH a,2 PRO, A-12 pltrh 21/,'#6 0,120nail 0,120nail 0.120naiI R)0. 7.1 Deck requirements. �bood shingles shall he MATERIAL (;„she.) GRADE t.-412 1 t-p- 16" 12 9 BAND J5T TO JST (EN) 3-IUD 4-IbD PER JST Vinyl Siding" 0.035 La No 1112" Not Same a,stud - -- — -----_. �1'n(xi scrcw's y F p 2" 2" ingtalledonsolidorspareclshcathin,.�l'hcre spaced sheath- Nt, t c' , 5 W , S(aple-13/4" Srapfe-21/2" Staple Ali," allowed spacing! ing is used,sheathing hcnard.shall not he less than 1-inch by 'r' _N"_' 3': a - rK t6" 16" 12 BAND J5T TO SILL OR TOP PLATE (TN) 2-I&P #I 3-I6D PER FOOT n r.t, 1 x 3. , I t1'ocpd screws _ 3, Face nailing 4-inch(�$,4 mm�by 10d men,nominal dimensions and shall L--- -_------- — Wood"Rustic,drop •x Min Lap No No r 4114_, t - ,.� Up[(,6" be Spaced on centers egtlliil f+',hC\VCatI1Cr CXp(1SUl'C to Colll- 9hin}tlr<,,+f- _ I+•r sl. 1 inch - 4 Rim, i :uol ;Ito 1i Rim. I pl'imd (14"; k,.t. ROOF SHFA't HIND - ----- -- -- Shiplip 1`t/t,Average 0.113 widths,1 side\slob the placentenf of fasteners, na+arnu> T x N„ z o a ,, 1 mile per hour- 1 bit')km'h. 1 nail per vn x 1 t. a This table is hased on 110 tuph wind speeds and a 33-tlxit mean roofheifhl. STRUCTURAL PANELS 51D IOD 6" EDGE / 121 FIELD Lap sso Fastener penetration into stud-1" nail-2 /2' b pasienrrs shall tie install,\i ar o „. i 7 , n. bearing;8" R905.7.1.1 Solid sheaf hill).:retitllred.lit are is Where the No 1 5'•4 7''p rl ' ❑g ends of the word q ia,tm-I panel Bevel /1r, Stap.c-2" widths and `-------- DIAGONAL BRD SHEATHING average daily tennperaturc In January is 25°F (-4°C) or N., 1' 3, Ocel',2 nails legs,solid sheath r ti rJt tI1rC(1(iTl that portion Of the roof - No. 3 - 5 K'„ d Where screws are saacbed in I m,;ot ry of ma+onry',lucco, tile\shldl he Run tip La TNo g { p II'Xb" OR I"X8" 2-bD 2-IOD PER SUPPORT p 1h P - attached utiliimg vibration resistat.t atxFun haur,p a minimum ultnn;tr per1 hearing requiring the applicarion (,fan ice shield. r„ .r ,,,,r, zs,, ,,,, ). For SI' 1 inch-25A ram. ks'itl'nirn%al canarih'of4< >pound; I"XIO" OR WIDER 3-8D 3-IOD PER SUPPORT a Rase+f on stud spacing of 16 Inches on center Where studs arc•spaced 24 inches,siding shall he applied it)sheathini,approved for that spacing. R905.7.2 Deck slope. reles shall he installed on CEIi,IN(i SHEATHING h.Nail is a general description and shall he T-head,modified round head or round head with smooth or deformed shanks. slopes of Iltrce untt> t"c"tl al tit 12 units horizontal c.Staples shall hake a nu•timum crown width ol'7 I(,-inch outsiilc dir.mcter and he m.inufactined of minimum No 16 save wire. ,S 129115.7,E �'allt) na.hint. Boor Hashing; ~hall lx: o(,r less ! � (�_-pe•rcenl slope)(prg_re•at�•r GYPSUM WALL BOARD 5D COOLERS 5D COOLERS -1" EDGE / 10" FIELD d.Nails or staples shall he aluminum,galvanized,or rust-preventive coated and shall he driv �en iota the shads tilt tiherbpand pr gypsum brie ins. than No. 6 gale [0,019 niches (0,48 Tttnn)l et,rrosion- c.Aluminum rails shall be used to attac',aluminum s;din". R905.7.3 Underlavrntent. In aren,;where the average daily resit lint sheet metal and Miall extend 10 inches (_254 Rim) WALLSIHEATHINIG temperatureinanuarys2'.January orless,orhen'r.thle front the centerline each was fitr roof's having slopes less f. Aluminum(0.01)inch)shall he unhacked only when the mazin,um panel width is 11)inches and the maximum flat area is 8 mches.The tnlerince for aluminum ) -w STRUCTURAL PANELS SD lop 6" EDGE / 12" FIELD siding%hall he�0.002 inch of the nominal dimension. R301.2(I)criteria so dcsig=n;lt'i;,at,, ice han'ier that consists than 12 units vertical in 1' unity hrn'izn!ttal (I O(i-percent g.ifhoards or pawls are applied over sheathing or a l+'calhcr-resistant mctn,rane,joints need not he treated.Otherwise,vertical joints shall occur at sleds and lie (it'at least two layers of un t'.eilavmenl Cenienled toecther or clolvc),and 7 inches(178 tom)front the centcrllnc each way " FIBERBOARD PANELS covered with hauensorhelapped. (if aself-adlicringpt,lyrlterinoJlfi ell hitumen sheet,sha11e\- for slopk•s of 12 unit: verticail in 12 units horizontal and -i/I611 bD *'3 - 3" EDGE / 6" FIELD h.All attachment shall pc coated with a corrosion resis'ive coating fend front the cave's edge fo a point at bast 2-1 inches(610 greater.Sections of flashing*shall hawe an t-rnd lap o1 nil less i. Shall he ofapprowd type. ram)inside the exterior wlill 'ire ohllit-lit ilding Underlay- than 4 inches(102 mm). 25/32° SD 015 - 3" EDGE / 6" FIELD j. Three-ciphths-inch plywood shall not he applied directlytostnds spaced lzreaterthan 16inchesoncentcr%\hen'ongdirnensinnispirallrlhpsti(..One-half-inch ment shall conform with AY%1 1) 220,Type I plywood shall not may hr applied directly h,studsspaced ereaterthan 24 indlrsun center'The sold spacing hall not exceed the panel span rating prole ided by the GYPSUM WALL BOARD 5D COOLERS 50 COOLERS 1" EDGE / 10" FIELD manuf;:cturer unless the papals are instial'ed with the face grain perpendicular to•studs oro%cr sheathing apnrnved fiirthat stud spacing. 11905.7.4 Material standards. \Vood shingles shall he of R905.7.7 Label require(l. Fnch bundle of•shingles shall he \vlr,ll III tnbLtK10.4--connnuelt naturally du rabic\voodancicci'Tiltlyw'ith the requirementsof identified by a label of:tit approved eridin+>; or inspection HARDBOARD ec, 8D TABLE 5.11 k.Woodhoard sidings applied vertically shall he nailed to horizontal nailing strips cr blocking set 24 irches on center.Nails shall penetrate 1 5 inches into sleds, 'i able R905.7.4. hurci a or agency. PARTICLEBOARD PANELS SD) 8D SEE MF61R stn.ds art(]wood sheathing;comhtied,or blocking A weather-resistant membrane shall tic e installed weatherboard fashion trader the verticil s<hng unless the siding boards a:'e lapped or battens arc used DIAGONAL BOARD SHEATHING I.Ilardhoard siding s!nill comply with AHA A135.6. in For m'isonry ver.ee-,a wcalher-resistant memhrane or bu'ldins paperi;not required over water-repellent sheathing materials when a I-inch airspace is provided 111X611 OR I"Xb" 2-5D 2-IOD PER SUPPORT between the veneer and the sheathing.Wben the I-inch s?ace is fillet with morar,a„rather-resistant membrane or l tildmg paper is rcgiiircd over shin[or sheathing. I"X1011 OR WIDER 3-5D 3-100 PER SUPPORT n vinyl siding shall comply with AS1'M it 3(,79. FLOOR 51 I FATi I ING o Mininnnn shank diameter of0.092 inch,minimum head diameter of0.225 inch,and nail length must accommodate sheathing and penetrate framing 1.5 irches. p When a<rd to resist shear forces,the spacing mils;he 4 inches at panel edges slid 8 inches on interior supports STRUCTURAL PANELS q%finimurn shai:k diameter('ft)091)inch,minimum head diameter(if('240 inch,and rail length must accommodate sheathing and penetrate framing l.5 inches. I" OR LE55 PD 100 6" EDGE / 12" FIELD r vertical end joints shal'occur at snuffs and shall be covered with a loin[cover or shall be caulked. GREATER THAN I" IOD I6D 6" EDGE / 6" FIELD TABLE R703.5.2 DIAGONAL BOARD SHEATHING MAXIMUM WEATHER EXPOSURE FOR WOOD SHAKES AND SHINGLES ON EXTERIOR WALLSa•b,c (Dimensions are in inches) ry I"X6" OR I"X511 2-aD 2-1 OD PER SUPPORT LENGTH EXPOSURE FOR SINGLE COURSE EXPOSURE FOR DOUBLE COURSE rat n 111XIO" OR WIDER 3-aD 3-10D PER SUPPORT Shingles' 71/ 12' 1, a *1 NAILING REOUIREMENTS ARE BASE ON WALL 5REATHIN6 NAILED 6 INCHES ON CENTER AT THE EDGE. IR R1!2 14c IF WALL SHEATHING 15 NAILED 3 INCHES ON GEINTER AT THE PANEL EDGE TO OBTAIN HIGHER SHEAR 24 11 i/2 16 CAPACITIES, NAILING REQUIREMENTS FOR STRUrGTURAL MEMBERS SHALL BE DOUBLED, OR ALTERNATE -- �i CONNECTORS, SUCH AS SHEAR PLATES , SHALL BE USED TO MAINTAIN THE LOAD PATH. Shakes" IR RIi2 14 *2 WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF NAIL L 24 111/2 1R SHALL BE PERMITTED TO BE REDUCED TO 1-I6D NAIL PER FOOT. For SI. I melt--25.4 mm. *3 CORROSION RESISTANT II GAGE ROOFING NAILS AND 16 GAGE STAPLES ARE PERMITTED' CHECK "IBC" a.Dimensions giken are for No.I grade. m h.A maximum lit-inch exposure is?erm:tied fir No.2 gratis. FOR ADDITIONAL REOUIREMENT5. ry c•A mas;mum i I-inch exposure is permitted for No.2 grade. r-� Section R905 Revisions: ai f_ P r.r. 4" -D n.. . A`.' ."A +� SECTION R905 underlayment felt parallel with and starling, at the eaves, r 4r r= ..c ":, - O'1gq � c-rM�� F N' a L REQUIREMENTS FOR ROOF COVERINGS fastened sutliciently tip hold in place. Starting at the eave .-r - �r,� c•.., ;_c\-o - .:c e_cc- -` "•G="P<..;:C••.V'�r..r rr4 _- .;._•C f u:.•^+":'e!'C �_ apply 36 over- =u_, _--.:, .uC _a .c c -c c.- c q 11905.1 Roof covering;application. Roof Coverings shall be lapping successive sheets 19 inches(493 Rim).and fastened v J - Section R702 applied in accordance with the applicable provisions of this sufficiently to hold in place. For rool'slope; of four units section and the manufacturer's installation instructions. vertical in 12 units horizontal(33-percent slope)or greater, TABLE R702.3.5 underlayment shall he one layer applied in the lullowing MINIMUM THICKNESS AND AtPPLICATION OF GYPSUM BOARD shallR90 c Asphalt shingles.pro The installation ti asphalt shingles I shalt comply with the provisions of this section. manner. I;ndrrlayment shalt he applied shingle fashion, Proposed barn THICKNESS MAXIMUM MAXIMUM SPACING parallel to and starting from the cave and lapped 2 inches OF SPACING OF OF FASTENERS R905.2.1 Sheathing requirements.Asphalt shingles shall (51 mot)•tastened suflicientlyto hold in place.LITd laps shall rel Creek GYPSUM ORIENTATION OF FRAMING BOARD La U GYPSUM BOARD TO MEMBERS (Inches) SIZE OF NAILS FOR APPLICATION l>< fastened to solidly sheathed del ks. he offset by 6 feet(l R2Q tom). (inches) APPLICATION FRAMING (Inches o.c. Nallsa Screwsb TO WOOD FRAIAINGc Application without adhesive R905.2.2 Slope.Asphalt shingles shall only he used on roof- R905.2.7.1 Ice protection. In areas where the avcrige l3 ' e, I I "Ion 1''/ "head;0.09R slopes of two units vertical in 12 units horizontal(2:12)or daily temperature in January is 2S"F (-4°(') or le.s's or Nursery, JTDCeilingtl Perpendicular 16 7 12 g`''K 14 g ca greater. For roof slopeq from two units vertical in 12 units w'henTableR301.2(1)criteriasodesignates.an ice barrier 3 diameter. 1 /4"long,annular-ringed,or 4d !x cooler nail,0.080"diameter, 13/8"longs, '!•t2• horizontal(2:12)up to fourunits vertical in 12 uniLshorizon_ that consists ofa least two Iayers of underlaymeritcement- 25 Wall Fither direction 16 8 16 tal (4:12), double underlayment application is required in ed to`ethcr or of a self-adhering polymer niodif ed hitu- R head. "� accordance with Section R905.2.7• men sheet, shall he used in lieu of normal underlavmcnt p Ceiling Either direction 16 7 12 13 gage, 13/8"Iong, tl',h4"head;0 099 and extend froin the en\e's edge to d lxtint at least 24 inch- Laurel, New York I ( ®4C? Ceilingd Perpendicular 24 7 12 diameter, 11/4"Iong,annular-`ingcd:5dis R905,2.3 underlayment.Unless otherwise noted,required es(610 mmj inside the exterior wall line of the building. If )/ cooler nail,0.096 diameter.1-/ "ton / 2 V1'all hither direction ''4 R I2 s & t"i underlayment snail conform with ASTL'I n 226,Type i,or - head;or gy ,um hoard nail,0.086 diameter, t 11905.2.7.2 Underlavritent and high wind. Underlay- - t ASTM r)4S6),Type 1. Wall Dither direction 16 R 16 1518"long, /12"head. ment applied in areas subject to high winds[greater than Self-adhering polymer modified bitumen sheet shall Ceilinv hither dir"lion 16 7 12 13 gige, I SIs"long, 1v/6,,"head;0.01)9 p 110 mph (177km/h) per Figure R301.2(4)1 shall he �, „ comply with ASTM f) 1970. C'eilinge Periendicular 24 7 12 diameter, l�rx long,annular-ringed:bd applied with corrosion-resistant Iasteners in accordance LPA Architects, LLP 5;x cooler nail,0.092 diameter,1''/x"long, 114" 11905.2.4 Asphalt shingles. Asphalt shingles shall have with manufacturer's installation instructions. Fasteners Wall Either direction 24 8 12 head;or gypsum hoard nail,0.0915 diameter, p fi p t are to he applied along the overly not f;n-ther a nil than A F. C H I T E C T U R E P L A N N I N G 1 S self-seal strips or he interlocking,and comply with ASTNI pp P Pl �*v9T11 Fithcr direction 16 H 16 I /x"long. .,r"head. 0 7 36 inches(914 mm)on center. D�2_SotD346..• wwvr. lpa - plans com Application with adhesive Ceilingtl Perpendicular 16 16 16 R90,5,2.5 Fasteners.Fasteners for asphalt shingles shall be comply .R with this se Flashing flit asphalt shingles shall 3!x Saner as abuse for 3/x"gypsnm hoard gal'ani7•cd steel,stainless steel,aluminum or copper roofiit Cantply with this section. Wall Either direction 16 16 24 Ceiling flails,mnninnum 12 gage[0.105 inch(2.67mn))lsliank\witha R905.2.8.1 Base and cap flashing.Base anti cap flashing I r'ruiiv', sill A;u)t.iate,,F,rctutr+,f,I ! P Ceiling Either direction 16 16 16 n}inimun}3/,-inch(9.5 tong)diameter head,ASTM F 1067, `^,'e<,t M.vn St Sayv p,•. f IY I i�2 Same as above for I/7"and s,'x"gypsum a shall he installed in accordance with manufacturer's l e' (,31 `_,l?`,i J()I tl fax 631 `,80 6c i 5 '12 or 5/x C,eiling`1 Perpendicular 24 12 16 of a length to penctnite through the rooting materials and a ` L board,respectively minimum of inch 19.1 Rim) into the roof sheathin installation instnictions. Base flashing shall he of Wall Fit hcr direction 4 16 4 4 ( g either con-onion-resistant metal of miniinuni nominal Flit -- Where the roof sheathing is less than 3/4 inch (19.1 mnT) Two Ceiling Perpendicular 16 16 16 Base ply nailed as shove for 1;2"gypsum 0.019-inch(0.4R3 Rim)thickness or mineral surface roll thick, the fasteners shall penetrate through the sheathing. 3/xlayers %N'all Fithcrdir'cction 24_ - � -_-'4 — 24 board;face ply installed with adhesive roofing wcis2hingaminimumof77ponndsper100equate Fasteners sliill comply%\'ith ASTNI F 166-7. feet (3J6 kF/m-). Cap flashing shall be corrosion- fur Sl: I irch-25.4 Rim. o �' R9115.2.thAttachment.As hill in'lesshallhavethennini- resistant metal of minimum nominal 0.01t) inch a.for application without adhesive,a pair o.nails spaced not less than_inches apart or more than_ r 'riches apart may be used with the pair of nails spared p F - - 12 inches on center mum number ot'I'asteners required by the manufacturer•For (0.483 Rim i thickness. I, Screws shall he Type S or W per ASl'M C I602 and shall he suliicitrnth Icing to penetrate wood framing not less than 5/il inch and metal framing not less than normal application,asphalt shingles shall he secured to the K905,2.8.2 Valieys. Valley linings ,hall be installed in a•x inch. roof with not less than four fasteners per strip shingle or two accordance with manufacturer's installation insti actions ~'silt' F),Ifo %, 0 F O -s ' , •, s clongery s t t• roof' slope 'L r V,'hcre mega!framing is iced with a clinching desit,n.,.receive Halls,y ratio edgy. ill n r6d,then,ih.',pill he not Its than ,s inch than.he gypsum um hoard fastener,, pet' tndlVklllal Slnnttle. Where the r S pe before applying shingles. l•alev IirtItTCS Of[he following thickness and shall ha,c ringed shanks.Where the metal framing has a naulinggruove formed to receive the nails.*Ile naih sha11 hake harked shanks or be 5d, exceeds 20 Units Vertical in 12 units horizontal (20:1 2), it InC, �003 131/.gate, 1 r'p inches long,15'64-inch head fur /7-Inch avpsup,hoard;rand 6d. 13 gage,I"i;inches Inns,1`/r,.t-inch head for 5,R inch gypsum hoard, r r lope,,shall h2 penniltCd: - special methods of IasleninE, lrc•required. ,, (i 'Illree-eighths-inch thicksinrle- I sum board shall not he used on aceillin w'hereawater-basedtextcredfinishistohea, lied,or\&hereit'AiFIlere required 1. For open valley (valley lining exposed) lined \%till r iry"t 1)aIt, g, t p yltyp !' applied, q ) support insulation above a ceiling..Or ceiling applications to receive ri waiter-hased textire material,either hand or spray applied,th.gypsum hoard shall be Exception Aspha'.t strip shingles shall have a minimum metal, the valley lining ,,hall he at least 24 inches applied perltendicuiar to frannr'.g. When applying awater-hased texture nnatinal.the rnmimum gypsum hoard thickness shall he u,crcased troth)!x Inch to ol'six f lsicncrs per shingle where the roofis in one ol�the (6 10 mot)wide and ofanv of the corrosion-resistant Apr I1 )007 \ Q' '.Z inch f r I(<-inch en center flaming,and from 1:inch to 5 e inch for24-iinch on ccider franking or I12-melt sat-resisnrt gypsmn ceiling beard Oi,dl be used, metals In gable R905.2.k.2. ° 24 t63 ya following categories: j e.1 ype X gyi,s+rn honrd forgnrnge ceilings beneath habitable rooms shall be installed perpcndict.lar'o tl.c ceiling framing and iha'1 he fastened a(innximtini 6'•o.c. 2. For valley;.valley'liningofhwopGe,,ofmlTneral by minimum8"17 6d coatednnils oreauivalent drywall screws. I. ']'tic basic wind speed per Figure R301.2(4) is F NE 1 I 0 miles per hour 1177 knili)or greater and the eave surtace roll roofing,complying with ASTINI 1)249, AS NOTFF) _ is 20 feet(6096 Rim)or blither ahowe grade. shall he permitted. The bottom layer shall he R inches(457 nuts)and the top layer a minimum of F'i r �e t 1t r)i j' 't Sheet 2. The basic wind speed per Figurc R301.2(4) is 36 inches(914 in) wide. 120 miles per hour(193 kni/h)or greater. 03032 RJ[ 3, Special wind zones per Figure R301.2(4). 3• For closed valleys (valley covered with shingles), valley lining ofone ply of•smooth roll roofing com- C.i cck WNW R9415.2.7 Underlayment application.Furroo slope:from plying w ith ASTIvt f)224'fype if or Typc Ill and at ). h f two units vertical in 12 units hori/ontal(17-percent slope), east 36 inches(914 min) wide or valley lining as Manger! KMP up to four unit; vertical in 12 units horizontal (33-percent descrihed in Rents I and 2 above shalt he permitted. slope), underlayment shall he two layers applied in the Spec tifty underlaynent complying! \\'till AS fM following manner Apply n 0-inch (4R3 nim) strip of D 1970 may he used in lieu(if'the lining material. CODE REQUIREMENTS