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HomeMy WebLinkAbout47254-Z o�SUFFoc,�c� TOWN OF SOUTHOLD Gy��t BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY y pc,1 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#: 47254 Date: 12/22/2021 Permission is hereby granted to: Pumillo, Rosemary 835 Legion Ave Mattituck, NY 11952 To: ADDITIONS AND ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR, REPLACES BP#31702. Atp remises located at: V0 1 -0 835 Legion Ave., Mattituck SCTM # 473889 Sec/Block/Lot# 142.-2-3 Pursuant to application dated 12/22/2021 and approved by the Building Inspector. To expire on 6/23/2023. Fees: ELECTRIC $85.00 PERMIT RENEWAL $200.00 Total: $285.00 Building Inspector 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. 31702 Z Date DECEMBER 30, 2005 Permission is hereby granted to : TIMOTHY PUMILLO 835 LEGION AVE MATTITUCK,NY 11952 for ADDITIONS AND ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR at premises located at 835 LEGION AVE MATTITUCK County Tax Map No. 473889 Section 142 Block 0002 Lot No. 003 pursuant to application dated DECEMBER 29, 2005 and approved by the Building Inspector to expire on JUNE 30, 2007 . Fee $ 150 . 00 s /7 2hori S ' gnat COPY Rev. 5/8/02 �Of 50b1y * # TOWN OF SOUTHOLD BUILDING DEPT. `ycourm, ' 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND =[ ..] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL ] FIREPLACE"-& CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] EECTRICAL (ROUGH) [ ]: ELECTRICAL (FINAL) [ CODE VIOLATION [ ] PRE C/O REMARKS: g t tz Oki o � I Nimi vMVIA holk,4l elf r l'I�d� W I �l �� Ski✓ P&yp '4--- r DATE INSPECTOR JAMES J. DEERKOSKI, P.E. 260 Deer Drive Mattituck, N.Y. 11952 (631) 298-7116 To: Town of Southold Re: Septic Survey Pumillo 835 Legion Dr. Mattituck, NY 11952 To Whom It May Concern: This letter certifies that a septic survey was performed on the above mentioned property, and the existing system is in good working condition, and is more than sufficient to carry the new demands put upon it by the proposed addition. Any questions please feel Iree to call. to 0 Sin erely t" 41! Jai es �erkoski P.E. 5 FIELD INSPECTION REPORT DATE COMMENTS V b FOUNDATION(IST) y ------------------------------------- FOUNDATION (2ND) YVIJ14 vO ROUGH FRAMING& y PLUMBING r INSULATION PER N.Y. STATE ENERGY CODE FINAL ADDITIONAL COMMENTS 0—©q O - ll-'R1 SIL I Q re --a- 5� 2 c 5 _� Z m y) ' W_"• b H O x y7 r H x d b H 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 Bora approval FAX: (631) 765-9502 Survey www. northfork.net/Southold/ PERMIT NO. 3 Check Septic Form N.Y.S.D.E.C. Trustees Examined o 7 ,20 Contact: Approved L ,20 Mail to: U Q 3-5- �ovoo 4vp, Disapproved a/c Phone: 90 yy�� Expiration ! d ,20___3" G Q FIJI DEC 292,005 l APPLICATION FOR BUILDING PERMIT P.+_r,G. DEPI DateRe �. q 20 0� T `_�,' : v"port-io�� INSTRUCTIONS a. This application MUST be completely 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. i 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. AV, - / J Tv (Signature of applicant or name,if a corporation) A(L . /'(Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder Name of owner of premises Tal 1 l7p (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. Location of land on whicl�propose�l work will be done: House Number Street Hamlet County Tax Map No. 1000 Section Block Lot-3 Subdivision Filed Map,No. Lot (Name) i 2. State existing use and occupancy of pre ises and inte ed use and occu ancy ofroposed construction: a. Existing use and occupancy iI� �� /e-fli r b. Intended use and occupancy 3. Nature of work(check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost�� 90 (Description) Fee (To be paid on filing this appllcatlo i4 d .� 5. If dwelling, number of dwelling units j Number of dwelling units on each floor O -2 b>- If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions f existing structures, if any: Front / 3 Rear 1F q Depth y Height Number of Stories 2= ` Dimensions o�same structure with alterations or additions: Front / 3 Rear Depth �} Height 2 y Number of Stories --s 8. Dimensions of entire new construction: Front V Rear Depth Height ;� j Number of Stories 9. Size of lot: Front Rear Depth 10. Date of Purchase l '/ 7 Name of Former Owner lJ7�� ca 11. Zone or use district in which premises are situated ,- 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO_y 13. Will lot be re-graded? YES NO Will excess fill be removed from premises? YES NO_�L 14.Names of Owner of premises Address Phone No. Name of Architect Address Phone No Name of Contractor Address Phone No. 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: CO UN Y OF Q,S being duly sworn, deposes and says that(s)he is the applicant (Name of indiv•du signing contract) above named, (S)He is the Y� pr (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 before me this day of c - 20 Notary , ___� ,_,w.•. Signature of Applicant �$'.!?�L`.�uRt,�t�'7'x 4m+:a.�y •�. .ytmi'�W'NJ.%`••''.Hiy�� PATRICIA CORWIN I i Notary Public,State of New York ! yf No.OIG05GI7852 Qualified in Suffolk County " Commission Expires'Sept i MORRIS CESSPOOL SERVICE INC. 2760 YENNECOTT DR SOUTHOLD NY 11971 631 765 3300 DESCRIPTION OF CESSPOOL SYSTEM INSTALLED: SEPTIC TANK VOLUME(GALLONS) LEACHING CESSPOOLS NUMBER OF POOLS DIAMETER AND DEPTHy �/ ATTACH OR SKETCH BELOW THE MEASUREMENTS FROM BUILDING CONERS 3° 6u ' J INSTALLER SIGNATURE DATE kQ(�?- �S THE WORK WAS DONE FOR NAME: ADDRESS: DATE OF INSTALLATION: BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD Town Hall Annex- 54375 Main Road - PO Box 1179 CA • Southold,-New York 11971-0959 y O� Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr(aD-southoldtownny.gov - seand(aD_southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 1,2-1151A Company Name: s frac f lry ," c Z- I-'6 Electrician's Name: �v, , �l� k k., r/to License No.: 114E- b0) 63 Elec. email: em X Cpl. CUl� Elec. Phone No: 6 31 -7 L ,5 7�/,/tf-6 ❑I request an email copy of Certificate of Compliance Elec. Address.: g-YS 1-c jaj 4 1,-e- JOB SITE INFORMATION (All Information Required) Name: 'r,`vh 07�� �ulvi �P �o ® ��' rs Address: S-3.sIt Cross'Street: ac; 1 a Phone No.: ( 3 7 41S- `l INGGEf,T_ Bldg.Permit#: T12W -] 5 R email: Tax Map District: 1000 Section: 2z Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): /V e Iti (� sv q Y-0u0 SC-v✓i,C e Square Footage: Circle All That Apply: Is job ready for inspection?: 1:1YES F] NO -]Rough In ❑ Final Do you need a Temp Certificate?: ❑ YES ❑ NO Issued On Temp Information: (All information required) Service Size®1 Ph❑3 Ph Size: �d0 A # Meters Old Meter# F-1 New Service❑Fire Reconnect[:]Flood Reconnect❑Service ReconnectEUnderground❑Overhead # Underground Laterals 1 V12 R H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION pF SOUryol Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,New York 11971-0959 �l� a� c4UNT`I,� BUILDING DEPARTMENT 2nd request TOWN OF SOUTHOLD February 11, 2009 Occupancy or use is unlawful without a Certificate of Occupancy Mr.&Mrs. T. Pumillo 835 Legion Ave. Mattituck N.Y. 11952 To Whom It May Concern: It has come to the attention of the Southold Town Building Department that a Certificate of Occupancy has never been issued for Building Permit # 31702 issued on Dec 30, 2005 for additions and alterations. In order to rectify this situation please submit the following to this office so that a C.O. may be issued. __4Z�An application for Certificate of Occupancy is not on file.( Enclosed) No Electrical Certificate on file. ,,---'The Check is not on file - $ 25.00 No Final Health Department Approval on file. No final inspection has been made. No Plumber Solder Certificate on file. (All permits involving plumbing being issued after April 1, 1984) Certificate of Compliance from Southold Town Trustees. Approval of the Zoning Board of Appeals* Final Planning Board Approval. of CA BUILDING DEPARTMENT-Electrical Inspector N z TOWN OF SOUTHOLD Eft o Town Hall Annex-54375 Main Road-PO Box 1179-Southol;d, NY 11971-0959 4-441 Telephone (631) 765-1802-FAX(631) 765-9502 Temporary Certificate # 1150 Date DeCf_rnb-_r•- as , 2021 Customer Name —ri m Electrician Name ),CC,+F j Address �3 3U Phone ( - � e-mail l a e-mail lie l e x OL--COM Phone &3l — License# ry) ( 63 Size_qb_b_A Phase Overhead Underground _ #of Meters Remarks #of Underground Lateralsl 1 2 New X° "H" Frame or Polel H P Fire Reconnect Was work done on Service? Y/N Flood Reconnect Old Meter#1 Service Reconnected. Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. This verification is v ' or 9 e ate a ve. Authorized by i i oguFFOL�,`, BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD CM Town Hall Annex- 54375 Main Road - PO Box 1179 o _ Southold, New York 11971-0959 y p! Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr o(Dsoutholdtownny.gov - seand(cD_southoldtownny.gov APPLICATION FOR' ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: Company Name: AhOrac f .. r` C l�G Electrician's Name: �:r4-;.�% G f License No.: 114 E- 60163 Elec. email: X 92 Elec. Phone No: 6 3 J -T'�5141 1f,6 D I request an email copy of Certificate of Compliance Elec. Address.: g S 1-c .(,�y. V e. i JOB SITE INFORMATION (AII Inforniatign.Required) Ing Name: o f itl M �0 D l� � /7 Address: :S Cross`Street: a c S. 1 Phone No.: 65 ( — 7",5 ', :. TOWN 0 ANG GE�r BIdg.Permit#: email: LD Tax Map District: 1000 Section; Block: Lot: BRIEF DESCRIP ION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): /� Cv✓rte C e Square Footage: Circle AllThat Apply: Is job ready for inspection?: YES NO Rough In final a ❑ ❑ ❑ Do you need a Temp Certificate?: :'YES ❑ NO Issued On Temp Information: (All information,required) Service SizeM1 Ph❑3 Pti Size: A # Meters i Old Meter# ❑New ServiceQFire ReconnectOFlood ReconrSe&E]Service Reconnect©Underground Odverhead # Underground Laterals 1 02 H Frame Pole Work done on Service? MY IN Additional Information: PAYMENT:DU.E WITH APPLICATION �eb— Y Eti�S N 5' S 0 � . n. Off G 2_0 � 3130 1 fl- � 59 �`Jo vOSA qp Np �L o > qp 5e v 4 to. "I ell . 2 4 2R� on tL� 0 oo o °,°0, P 9.3 55 1a AREA = 9,564 sq.ft. SURVEY OF PROPER T Y AT MA TTI TUCK TOWN OF SOUTHOLD SUFFOLK COUNTY, N. Y. 1000 — 142 — 02 — 03 Scale: 1"= 20' June 30, 1994 LAND S titG,DAN T.MFTr G,Q� i O °F NE\0c, ANY ALTERA77ON OR ADDITION TO THS SURVEY IS A VIOLA TM � SECTIONN.Y.S. LIC. NO. 49618 SECTI7209 OF THE A" YORK STATE EDUCAnM LAM, EXCEPT AS PER SECTION 7209-SLBQIMMIGiN 2. ALL CER TiFICATJONS HEREON ARE VALD FOR THS MAP AAV CO'P'ES THMO= ONLY F ECONIC $ VEYORS, P.C. COPES BEAR OF TW SURVEYOR *HOSE MAP AR H (5161 765 - 5020 0. ADWrXLL Y TO COMPLY WIN SAD LAM T7£ TER1! ALTERED 8Y- P. N BOX 909 NfA MJST BE USED BY ANY AND ALL SURVEYORS UTL2 MG A COPY MAIN ROAD OF ANOTnER SURVEYORS AUAP. TEM&SUM AS WWECTED•AM SOUTHOLD, N.Y. 11971 TROUSHT-LO-PATE-ARE NOT/V COAPLfA CE W LAW. 94 - 208 APP 0 ED AS NOTED DATon E: iy �� B.P.# FFE: . I' �� BY: NOTIFY BUILDING I EPARTMENT AT - - - - - - - 765-1802 8 AM TO 4 PM FOR THE - - -FOLLOWING INSPECTIONS: 1. FOUNDATION - TWO REQUIRED — - - - -FOR POURED CONCRETE 2. ROUGH - FRAMING & PLUMBING 3. INSULATION 4. FINAL - CONSTRUCTION MUST _ BE COMPLETE FOR C.O. a�SIGN �EIZVICE.� ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR 11 1 11 1 DESIGN OR CONSTRUCTION ERRORS. H 1 (651) 298-2250 111 11 PLUMBING ALL PLWaING WASTE draw4u@optonline.net &WATER LINES NEED - - COMPLY WITH ALL CODES OF TESTING 6SFORE COVERING NEW YORK STATE & TOWN CODES AS REQUlR D AND CONDITIONS OF SOLRHOLD TOV'�'N ZBA - --- - --- - SOL T HOLD TOWN PLANNING BOARD I h L O AN.Y.S.DEC 'SOUTHOLD TOWN TRUSTEES T .�,��,, �,R1A,T ^ RUNOFF RETAIN S , ,,,, - ] L—] Lj PURSUANT TO SECTION 45-IOC I 11 11 IT I OCCUPANCY OR OF THETO�`dN000E. USE IS UNLAWFUL W 1 1 WITHOUT CERTIFICATE �"- OF OCCUPANCY FRONT ELEVATION Cep 0SCALE: 1/4" = 1'-0" Z V FLOOD ZONT, -1111"413" P4 0 COMPLY WITH CHAP _ --_ --- -_ --- - _ - - _ _ (� E-1 FLOOD DAMAGE PFIEVENTION - - 0--1 SOUTHOLD TOWN CODE- _ - _ _ _ _ O �..� - Z I 00 UNDERWRITERS CERTIFICATE REQUIRED - - - - - - ..__. I IJ 1111 11111 111 1 Hill I ALL CONSTRUCTION SHALL I 111 11 1 il 1 11 1 1 11 1 1Q^ MEET THE REOUIREVIENTS OF H 11 CODES O~NEi�!YOF C STA11 Jill 111 11 1 1 11 Jill 111 11 11 1111 1 1 11 11 Jill 1111 11 1111 11 1 1 1 CERTIFICATION Off' 11111 111 H IIIH III I 1 11111 111 1 1 11111 111 1 1111 11111 11 11 I 'll NAILING & CONNECTIONS I I I I 1 11 Jill I I 1 11 1111 11 1 11 11 - DRAWN BY: MH REQUIRED. IIIII III III Hill 11111 1 Hill III - ---- ---- G - December 27, 2005 �I Jill I Ij- j SHEET NO: 11 111 111 1 111 11 1 111 11 Jill 111 11 1 111 11 11 I Jill ON PL UMCER CERTIFICATION LEAD CONTENT BEFORE CERTIFICA TE OF OCCUPANCY LEFT ELEVATION SOLDER USED IN IVA TER SCALE: 1/4" = 1'-0" SUPPLY SYSTEM CANNOT EXCEED 2110 OF 1 o LEAD. Y DE51GN 5E2VICE.S Hill III 1 111 J 11. 11 1 Hill 111 11 (631) 298-2250 draw4u@optonline.net Z 11 111 Ill Y uj as r� V I— W REAR ELEVATION p 40 Z SCALE: 1/4" = 1'-0" D � o0 � 00 107 0 11 Hill 11 1 Ill 11 1 11 11 1 1 11 1 11 11 1 Ill 11 11 1 11 1 ill I fill if I Il 1111 1111 Hill ill 11 Hill I I I hill Q DRAWN BY: MH � - December 27, 2005 �I ❑11 11 1 11 1 11 Hill I SCALEIll Hill Ill MI ill I : 1/4" = 1'-0Ill Hill ill 11 Hill Ill I IIIII Ill 11 11111 ill " 1111 1 Al 111111 1111 11 1111 illill I ill 11 111 11 111111111111111 SHEET NO: 11111 IIJ± 1 11 11 1 1 11 1 11 1.1--1 11 11111 Hill 11111 11111 Hill Hill Ill ii Hii Ill il Ill I ilif fit If LEFT ELEVATION- SCALE: 1/4" = 1'-0" A , (651) 298-2250 draw4u@optonline.net 35022'0" 159. 97' - SCTM # 1000-142-02-03 C� Z PROPERTY SIZE: 9564 S.F. 12.00' '� 54. 1 p HOUSE: 1489 S.F. \ < W ON O C U POOL N D -p CD W Z DECK. 292 S.F. :� E w 2 STY. FRM. HSE. w C �, W tlo J A w M _POOL: 31 S.F. K �_ � O a W Z � 33 .8' 15. 8 T-dO M LOT COVERAGE: 18.9% M0 H 0 12.00 O0 0 Z 0 Lo 20. 3' Ln < z 0 C:) � OI . 35°21'57" 159,'9§61 SITE PLAN SCALE: 1" = 10'-0' DRAWN BY: MH December 27, 2005 SCALE: 1/4" = V-0" SHEET NO: T (651) 298-2250 draw4u@optonline.net k DEN FAMILY ROOM REAR ELEVATION FRONT ELEVATION SCALE: 1/8" = V-O" SCALE: 1/8" = 1'-0" FE FO DECK LMNG ROOM z CMINEY i ENCLOSED PORCH ISI lil 181 of N N ISI KITCHEN < DN =0 LLJ Z HEIGHT HEIGHT EXISTING 1ST. FLOOR PLAN SCALE: 1/8"= 1'-0' z 0 Z W E F-4 rM Ld �4 enLn �.4 I 1 0 LEFT ELEVATION SCALE: 1/8"= V-O' BEDROBEDROOM No.2 El ---------- < won-ME kOBED—ROWOM No.3 BATH O DRAWN BY: MH I r---1 M" H I I I I I ML— EXISTING 2ND. FLOOR PLAN December 27, 2005 SCALE: 1/8"= V-O' LIU SCALE: 1/4" = V-011 SHEET NO: RIGHT ELEVATION SCALE: 1/8" = V-O" t s� 9 A -------- ------ (651) 298-2250 r — I — — — — — — — — — - - draw4u@optonline.net I I I � I I I � ; I I ; I EXISTING 0 1 i I I i i I I I I 1 1 I I 1 1 i EXISTING CHIMNEY EXISTING I I I I 1 I t ; EXISTING I ►� L 0 � #4 REBAR TO BE I 00 I EPDXIED INTO UP EXISTING FOUNDATION @12"O.C. P. L — — — — — — — — — — — — — — — — I — — — — — — — — — — — J 1 I 1 1 I I I I I 1 1 I I i I I r l i i i I I I I I I I I I 1 I bo Q I I I I 1 I i I 1 � bo I I I I I ---------------------------- I I I I I -------------------------- --v---- II a Q a I 1i - FOUNDATION PLAN 00 - 4-------------- ---------------- ------ SCALE: 1/4" = V-0' DRAWN BY: MH 19'r6" I December 27, 2005 SCALE: 1/4" = V-0" 6HEET NO: ate. dE�iGN �E�zVic�� (651) 298-2250 draw4u@optonline.net DIMS.: W8X58:8.22in.WIDE L9 8.75in.HIGH z W10X45:8.02in.WIDE Cc w 10.12in.HIGH L/+r LL O N EXISTING DEN .�. W FAMILY ROOM 1 LL STEEL HANGER TO SUPPORT: I S W6821 LL/4012 DL(MINIMUM) W8X58 OR W10X45 STEEL BEAM(FLUSH HEADER) POST \ I LIVING ROOM DECK - — - — - — - — - — - — - — - — - — - I I I ENCLOSED PORCH Z I I I �I LL 1 3: Z V I�1 HALF WALLLF_ i� F"1 3'-0" 5'-61/2" U- lol P4O� / N I=1 Z W H Lu I�WI W a H LA ol ( • ,a _ `" lol KITCHEN � t N I I 00 POWDER ROOM O 0 O 1 I ----- ni _ DN O 1 UP N zc 1).NEW FRAMING TD BE 2X5 DF#2 AT 16"O.C. 4). NEW WINDOWS AND EXTERIOR DOORS TO i. o i. HAVE DESIGN-PRESSURE UPGRADES WHERE w �D 00 2).NEW HEADERS TD BE 2-2X10 DF#2 UNLESS APPLICABLE. STORAGE OTHERWISE NOTED.VERIFY HEADERS FOR FAMILY ROOM IN FIELD.REPLACE AS NEEDED. 5). PROVIDE DEBRI-PROTECTION PANELS W/ M HARDWARE FOR NEW EXTERIOR OPENINGS a 3).DOUBLE UP FLOOR JOISTS UNDER PARALLEL WITH GLAZING UNLESS USING IMPACT GLASS. WALLS ABOVE. 6).Cot AND SMOKE DETECTORS TO BE INSTALLED, DRAWN BY: M H IF NOT ALREADY,AS PER N.Y.S. RES.CODE. 2846 2846 5'-0 1/2" 10'-1" 5'-0 1/2" FLOOR PLAi� December 27, 2005 1ST. EXISTING:LVG.SPACE: 1105 S.F.,ENC.PORCH-192 S.F.,DECK-287 S.F. 20'-2" SCALE: 1/4" = V-01 ADDITIONS:STORAGE-173 S.F. SCALE: 1/4" = V-0" SHEET NO: go a i dL�IGN 6c-Izvia 6 19'-10 1/2" T-1" 12'-9 1/2" 8'-2 " 1/2 3046-2 2,32 (C 51) 298-2250 - - - - - - - - - - - draw4u@optonline.net 2-2X10 DF#2 HEADER iV iV 13'-7" ;v 10'-8 1/2" I 5'8" iv I � i I � I - _ N I uj0 z _ 2'-4" N Vr u- eq BEDROOM No. 2 2'6" 3'-6" 70 BEDROOM No. 2 NxxaLL N BATH I kc [V iV I I ,r, \O/ Lp \1r I u tV .-a I 15-10 1/2" 3'-5" Cut Lu �„ .. ® W z M LLF-71 C BEDROOM No. 3 i P4 C C> 0CC I Z � H M o N I I ® a N BATH I I [..i h400 _ — — -2-1-3/4X9-1/2 ML W/1/2"STEEL FLITCH PLATE FLUSH HEADER - T - DN I ^ - - - - — - — - — - — - — 0CD 3 2X4 DF#2 3-2X4 DF#2 I POST POSE — — — — — — — — — — — � 1).NEW FRAMING TO BE 2X4 DF#2 AT 16"O.C. war 2).NEW HEADERS TO BE 2-2X8 DF#2 UNLESS N "v OTHERWISE NOTED. 3).NEW WINDOWS AND EXTERIOR DOORS TO oopo HAVE DESIGN-PRESSURE UPGRADES WHERE n' `� °j APPLICABLE. N J�C'44 4). PROVIDE DEBRI-PROTECTION PANELS W/ HARDWARE FOR NEW EXTERIOR OPENINGS a WITH GLAZING UNLESS USING IMPACT GLASS. 2-2X10 DF#2 HEADER 5).Co2 AND SMOKE DETECTORS TO BE INSTALLED, /� IF NOT ALREADY,AS PER N.Y.S.RES.CODE. DRAWN BY: MH 3046-2 2ND. FLOOR P EXISTING:LVG.SPACE:626 S.F. December 27, 2005 20''2" ADDITIONS:LVG.SPACE-646 S.F. SCALE: 1/4" = 1'-0' SCALE: 1/4" = 1'-0" SHEET NO (651) 298-2250 - - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -, draw4u@optonline.net I I I I I I I I I I +-1 I I 012 � � 6� EXISTING I tilA �� I I o ?X8 DFf2 RR(Zblfi"QC I i I I I CHIMNEY 2X10 DF#2 RIDGE i EXISTING 12 I I r4 Z v 6� uj •� I I 0 of goo EXISTING I I Z W 1-4cli o ® a x I I 1-4 c� N I I z � OO I I I I 1 I I 0 6� — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -� �....� {.� 1 ic �ylA I 1).ROOF PITCH TO BE VERIFIED IN FIELD(TO MATCH EXISTING HOUSE). 12 I 2).APPLY 1/2"THICK FIR COX SHEATHING OVER ROOF FRAME. 6� ( 3).APPLY METAL DRIP EDGE OF ANY UNDERLAY ALONG RAKE EDGES AND DIRECTLY TO THE DECK ALONG EAVES. 'n nAJ — — — — — — — — — — — — — — — — — — — 4).USE 15#FELT UNDERLAYMENT WITH ASPHALT ROOFING. DRAWN BY: I'll December 27, 2005 ROOF PLAN SCALE: 1/4" = V-0" SCALE: 1/4" = V-0' 6HEET NO: 0 0 t 2X8 DF#2 RR @ 10C RIDGE RIDGE VENT(TYP. INSTALL ASPHALT ROOFING AS PER MANUFACTURE'S 2X10 DF#2 RIDGE WRITTEN INSTRUCTIONS.ROOFING TO BE INSTALLED OVER 15#FELT UNDERLAYMENT.USE GALVANIZED (ZINC COATED)ROOFING NAILS, 11-12 GAUGE WITH AT LEAST 3/8"DIA.HEADS,LONG ENOUGH TO PENETRATE NZQ kr0 pF THROUGHPLYWOOD. E 0 BE FLUSH WITH SHINGLES BUT NOT CUTTING INTO SHINGLE SURFACE. 11 2X6 DF#2 16"OC O.H.TO MATCH EXISTING HOUSE D��IC1 N SER V�C�J 4" r"" I"I o (631) 298-2250 BID WSX58 or. draw4u@optonline.net l i T I W 10X45 STEEL BE (FLUS EXTERIOR WALL: H HEADER) O ® CEDAR SHINGLE SIDING 3/4"SUBFLOOR ' I CIO MATCH EXISTING) 2X10 DF#2 FJ@16"OC ----------------------------------- I, ---------------------------------- - -o - - 30#FELT UNDERLAYMET SISTER 2X10 DF#2 FJ W EXISTING 2X8S SISTER 2X10 DF#2 FJ W EXISTING 2X8s — I #10SL i' + I OR GALVANIZED I ( I( 1/2"APA RATED SHEATHING WOODEWSw2X4 DF#2 STUDS @ 16"OC WASHERS 12"D.C. 13 C3 13 1:1 0 12"D.C. INSULATION: EX. ING FLOOR:R38 � 1 / I I 1/2'APA RATED SHEATHING ) GRADE PLYWOOD CEILING:R38 11 I (AITERNATIVlVE:7/16"O.SB.) EXT.WALLS: R15 ( GRA APA RATED SHEATHING GRA I I j I I I DE PLYWOOD 2X6 uj SILL (ALTERNATIVIVE:7/16"O.S2X6 B.) ACQ PLATE TERMITE SHIELD / I O SILL GASKET #'10 STAINLESS STEEL // l 'J ' l -a DR GALVANIZED I II i ' I l� ` a 4"QQNC.SLAB WOOD 502EW5 W/ WASHERS 12"D.C. ,\l 1 ( I ( 8"PC FOUNDATION P.o P.o EXISTING ( I /� ( WINDOWSILL ON CONTINUOUS o e ` CONC.FTG.W/2- S I ' P4 ll 7� � #4 REBAR � � V 24°OC Yfd ROOF VENT SECTION A—A ® Wi-a • 3 :14- 11/1 11N „N 114 i14 aTH ,] SCALE: 1/411 i �-0,1 �.,� !AV LAV 1zX00s" ff�� W 3 � 3 0 „/. 1114 „N Co II lr I J( l 3 , 1114 -- �I I/ „N 11/1 1114 II LAV_ SINK 3' 12"OC W C Hr M. D W IFA ,1/4 7 ,,/z 3/4'APA PLYWOOD GD 1 1 SHEATHING g ''"LJ �TOAPROVED li I ( SLOPE”1/4"PER FOOT PITCH TO DRAIN TW SEPTIC SYSTEM I PLUMBING SCHEMATIC / 2X4 DFR2 i I r� I '� I '� N.T.S. DRAWN BY: MH STUDS December 27, 2005 ( ( I *10 STAINLESS STEEL OGEE GUTTER-STANDARD 5" OR GALVANIZED MOD SCREWS W1 NOTES: WASHERS @ 12"O.C. \ 1).EXECUTION: SCALE: 1/4" = 1'-0" A).DO NOT BEGIN INSTALLATION UNTIL SUBSTRATES HAVE BEEN PROPERLY PREPARED. MULTIPLE PLYWOOD ASSEMBLIES 2-2x4DFk2STUDS CONNECTED DRYWELLS TO BE 10' MIN. 2).PREPARATION: TOGETHER WITH STAINLESS STEELAWAY FROM HOUSE A).CLEAN SURFACE THOROUGHLY PRIOR TO INSTALLATION. OR GAL AND NUT BOLTS@21-w/WASHERS B). PREPARE SURFACES USING METHODS RECOMMENDED BY THE MANUFACTURE FOR NO:, AND NUTS p Z'-D"O.C. o ACHIEVING THE BEST RESULTS FOR THE SUBSTRATE UNDER THE PROJECT CONDITIONS. WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL Q. PAINT CONCEALED METAL SURFACES AND SURFACES IN CONTACT WITH DISSIMILAR 1 O n METALS WITH PROTECTIVE BACKING PAINT. , O 0 O O 3.INSTALLATION: AS PER TABLE 1609.1.4 N.Y.S. RES. CODE: ALTERNATIVE FOR OPENING PROTECTION (IF NOT USING IMPACT GLAZING) A).PERFORM WORK IN ACCORDANCE WITH CDA HANDBOOK AND THE DRAWINGS. 1).GUTTER TO BE PITCHED TOWARDS LEADER 1 TO 2 FOR EVERY 40 RUN. WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" 2).SHEET METAL JOIN LENGTHS WITH WATERTIGHT JOINTS. a).COPPER/LEAD:FLASH AND SOLDER GUTTERS TO DOWNSPOUTS AND O AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS.PANELS SHALL BE PRECUT TO ACCESSORIES. COVER GLAZED OPENINGS WITH ATTACHMENTHARDWARE PROVIDED.(REFER TO SECTION 1609.1.4,1609.6.5 AND TABLE 1609.1.4 OF N.Y.S.RESIDENTIAL B).ALUMINUM:RIVET AND CAULK WITH A BUTYL SEALANT SLIP JOINT CONSTRUCTION CODE).THIS IS NOT A SUBSTITUTION FOR DESIGN-PRESSURE.ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. 3).CONNECT DOWNSPOUTS TO STORM SEWER SYSTEM AS INDICATED.SEAL ALL PANELS MUST BE CUT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS.SHUTTERS MUST BE MARKED FOR WHAT OPENING IT IS TO COVER. CONNECTION WATERTIGHT. HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. 4).PROTECTION: A).PROTECT INSTALLED PRODUCTS UNTIL COMPLETION OF PROJECT. B).TOUCH-UP,REPAIR OR REPLACE DAMAGED PRODUCTS BEFORE SUBSTANTIAL COMPLETION. WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT E GOOD CONSTRUCTION. FOLLOW MANUFACTJRE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY, KING STUDS ENDWALL RAFTER WALL STUD CRIPPLE STUD o BOTTOM PLATE " HEADER RIDGE LEDGER BATHTUB a DOUBLE JOIST SIDEWALL RAFTER • JACK STUDS FLOOR USP NUMBER DESCRIPTION APPLICATION 1ST. ADSS HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS ANCHOR TO FOUNDATION WI ANCHOR BOLTS CONNECT TO 1 SIDE OF ALL CORNERS ONBATH!SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT HOLD DOWN BOTH 807.PLATE OF 2ND FLOOR AND TOP LOCATION USP NUMBER DESCRIPTION APPLICATION FL—OCATIONJUSPNUMBEn- DESCRIPTION APPLICATION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR (630 298-2250 2ND. ADS5 ANCHOR PLATES OF 1ST.FLOOR.CONNECT THROUGH JALL OPENINGS LSTA12 11-114"x12"20ga.STRAP APPLY TO EACH JACK STUD I ROOF I LSTA24 1-1/4"x24"20ga.STRAP I APPLY OVER RIDGE TO EACH RAFTER I 2x6-2x8 LS26 18ga.SLOPE HANGERI APPLY TO EACH RAFTER/LEDGER JOIST DIRECTION WITH(2)JOISTS.UNDER WALL. THE FLOORS TO EACH OTHER W/THREADED ROD. IALL OPENING91 RT3 OR RT7 TYDOWN ANCHOR JAPPLY TO EACH CRIPPLE STUD2X10 LS210 18ga.SLOPE HANGER APPLY TO EACH RAFTER I LEDGER FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS,PROVIDE BLOCKING @24-OC draw4u@optonline.net WALL STUD 0. / THROUGH-ROOF EXHAUST VENTS SELECTED AND LOCATED BY CONTRACTOR METAL STRAP CRICKET AT TOP-SIDE OF VENTILATION CHANNEL RIM BOARD CHIMNEY AS REQUIRED RAFTER SILL PLATE(S) /WALL SHEATHING RAFTERS MAINTAIN SIDEWALL FLASHING VENTILATION WOOD JOIST FOUNDATION TOP PLATE BLOCKING O FINISH WALL AND MOISTURE 2x4 LEDGER BLOCKING BARRIER TO LAP FLASHING 2x4 SOFFIT JOIST STAPPING TO BE ATTACHED TO WALL STUDS @48-OC AT WALL--MAINTAIN GAP ATTIC SHALL BE PROVIDED WITH A FASCIA AND ALL WINDOWIDOOR OPENING JACK STUDS FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION BETWEEN WALL FINISH AND MINIMUM NET FREE VENTILATING AREA - - GUTTER ROOFING TO AVOID SOAKING WALL STUD NOT LESS THAN 1/150 OF THE AREA OF WOOD GIRDER INSTALL 4'0"O.C. THE SPACE VENTILATED. ALL OPENINGS ONTIN.SCREENED VENT 4'-B" LSTA24 1-1/4"x24"20ga.STRAP AND JACK STUDS SHALL BE COVERED WITH CORROSION- CONT"'. SOFFIT/EXT.PLYWOOD /� ON ALL OPENINGS PROVIDE HEMMED EDGE AT RESISTANT METAL MESH WITH MESH v` INSTALL 4'0"O.C. FLASHING TO FORM CHANNELLOCATION USP NUMBER DESCRIPTION 4PPLICATION OPENINGS OF%INCH IN DIMENSION. SOFFITED EAVE 8"-14" LSTA30 1-114"x30"18ga.STRAP AND JACK STUDS AND SO AS TO MAINTAIN AIR ^ONNECT TO r ON ALL OPENINGSGAP TO PREVENT CAPILLARY 4"-6"RAFTER RT10 10-314"x 18ga.TYDOWN ANCHOR v ACTION EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND INSTALL 4'0"O.C. CONNECT TO ROOF VENTILATION / OVER BEARING WALLS AND HEADERS 1 14'-16" LSTA36 1-114"x36"18ga.STRAP AND JACK STUDS 8"-12"RAFTER RT20 21-118"x 20go.TYDOWN ANCHOR EACH RAFTER SOFFITED EAVE DETAIL W ON ALL OPENINGS KEEP ROOFING NAILS OUT 2ND.FLOOR WALL OF FLASHING ROOFING LAPS BASE FLASHING 4 INCHES • RAFTER BASE FLASHING WRAPS CORNERS, RIDGE CAP OF\ SAME lj u EXTENDS UNDER SHINGLES AT MATERIAL AS ROOFING \l\ p SIDES 4 INCHES AND LAPS NAILED TO SHEATHING SHINGLES AT BASE MIN.4 INCHES THROUGH VENT WOOD JOIST I TOP PLATE Lsi O �j GIRDERIHEADER SIDE WALL FLASHING W � 1ST.FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS @48"OC WOOD JOIST AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES,SIDEWALLS, WALL STUD < 1 FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AND RAKES-PROVIDE HEMMED EDGES 50 RAFTER 14 E{ INSTALL 4'0"O.C. AS TO FORM DRAINAGE CHANNELS AND ,^ 4'-B' LSTA36 1-114'5x36"18ga.STRAP AND JACK STUDS PREVENT CAPILLARY ACTION LOCATION USP NUMBER DESCRIPTION APPLICATION uM, 9 PRE-MANUFACTURED KEEP SHEATHING MIN.1-112" ON ALL OPENINGS CONNECT EACH RIDGE VENT FOLDS ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH F'-1• RAFTERIPLATE RT15 TYDOWN ANCHOR FROM PEAK TO ALLOW FREE THE PROPER STEEL CONNECTOR. INSTALL 4'0"O.C. RAFTEF.70 PLATE OVER RIDGE TO 8"-16" MSTA48 1-1/4"x48"16ga.STRAP AND JACK STUDS CONFORM TO SLOPE AIR PASSAGE IF ABLE,SET FIR JOISTS APROX.1/2"HIGHER THAN LVL HEADERS F� ON ALL OPENINGS PLATEIWALL SPTH4 STUD PLATE ANCHOR CONNECT OVER OF ROOF TO ALLOW FOR SHRINKAGE.&REDUCE BUMP OUTS A PLATES TO EACH STUD DBL.SILL PLATE TERMITE SHIELD i I ►' SUBFLOOR SILL GASKET '0 WOOD JOISTS ' NEOPRENE _ �.n TYP.CONC.FOUNDATION A CONC.SLAB GASKET - I 2x6/2xB CONTINUOUS WOOD PLATE DAMPPROOF EXTERIOR 6 MIL.POLY + GRANULAR FILL BOLTED TO STEEL BEAM WITH 6MIL POLY ON EXTERIOR ' v I STEEL COLUMN � I 1/1"DIA. BOLTS e 48" o-c. STACs. oft A CONC.SLAB •p - :+ ° \' ROOF JACK / I(t � STEEL SEAM ° 4"x 114"x 8"STEEL V COMPACT FILL h Q L - •DROOFING` LAPS TOP AND BOTTOM PLATE KEYWAY FOOTING o v 4 S� • FLASHING AT I WITH 1/2"x 6"ANCHOR BOLT ° ^ �• - CONC.FTG. •e b'n L v USE WITH 3x3 SQUARE WASHERS SIDES AND TOP ANCHOR BOLT CONNECTION I/2" GROUT (USP LBPSSBOR BWAS) p 4 REINFORCING BAR f 3" STEEL COLUMN DRAIN TILE p ANCHOR BOLT CONNECTION FOUNDATION 5/8"DIA,AIICHOR BOLT - I I SUPPORTING MAXIMUM SPACING FLASHING LAPS (10 KIPS SILL PLATE TO FOUNDATION 1 STORY 72'OC ROOFING AT BOTTOM CRAWL SPACE OR FOUNDATION TYPICAL BEAM DETAIL TYPICAL CONC.FOUNDATION.APPLY PILASTERS SILL PLATE TO FOUNDATION WHERE NEEDED FOR STRUCTURAL BRACING. MIN.3"STEEL COLUMN ANCHORED TO 24"x24)d2"CONC.FTG. CRAWL SPACE OR FOUNDATION 2 STORIES 36'OC STEEL / BOTTOM BEARING DRAWN BY: MH WALL BOTTOM PLATE TO FOUNDATION 1-2 STORIES 5T OC SLAB-ON-GRADE ROOF JACKS 4 VENTS DETAIL v SUBFLOOR December 27, 2005 CONC.SLAB 6X6 10110 WWM 6ARAGzE I DOOR FRAME COMPACT FILL DOCR --' G----JOIST USE 2X8 SCALE: 1/4" = 11-011 4"SLAB Y I - FOR BLOCKOUT STEEL BEAM P.T.PLATE Z W/&)<(oWMM cq 4LDR VEWAY--� NOTCH JOIST AND ADJUST HEIGHT Q OPE 112"AIR SPACE < ° ` 'IVl/2" (WITH A NAILING PLATE IF NEEDED) AT END AND TO BE APROX.112"OR HIGHER THAN -SHEET GRADE 4 --- c -=--4r- -- WO �O A-G DES OF OD a n a c D o a •, STEEL$EAM TO ALLOW FOR SHRINKAGE 12" s(A 6X6 W.W.M. 4-- e- e l!° BEAMS I_I I�) ,i i I °, 4 a•°,o • ; ,o (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED) MIN. °• %� e • !!'n NOTCH BEAM FOR MUDSILL IF REQUIRED-MAXIMUM °. a r=i J I E I SUBFLOOR •/ a REINFORCING BAR NOTCH EQUALS 1l4 DEPTH OF BEAM �— DRAIN TILE /►� s REINFORCING BAR °e+ ��I 4 j1^ °ee °ae•° I I_ —JOIST 12" a SHEET METAL/30#FELT UNDER BEAM 4T POINT V OF CONTACT WITH CONCRETE OR COP..BLOCK UMI-1-1, i I=RL-i fP STEEL BEAM TYPICAL CONC.MONOLITHIC FOUNDATION.REINFORCE WITH(2)#4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. ° SHIMS TO LEVEL BEAM .f—PLATE(BOLTED TO BEAM) REINFORCE FOOTING WITH(2)#4 REINFORCING BARS. 3"MINIMUM BEARING SURFACE FOR WOOD BEAM GARAGE DOOR BLOCKOUT BEAM POCKET 0 Tarts I.Mi,I..I.Iwsw1.0-7Mrknes jn,0""I.1f.,q Hw pin"INprs. Table I•M RIvivi r J'Snlnif"Thirk-fM C%'Mfdwnp Hw flirt"Apes. Inmlanun Th'knis-,In it s by Pio.S,ns lmvlrolun TLl;knas n h.d.,by P-Sinn liemal Waur Nun-0-1-Kun C.vlsn¢Mrinanld Ril¢otri Hdaled W- Nun-01vf-,Kun C-1.m.MI-sld Ku rou ?_:-,I M 1ja to ." uo1nI25• 1-1"1n2D" 1?xst2_ Tra^w<-ITIITI 1wMl• Uula1-IS' Ir U. I"-2_ t,(w6o 0 5 1 U 1.5 ^_U 1'f}IEO U S to 1.5 2.0 1-011- IIS 0.5 1.0 1.5 1-0141 hV tIS D.5 1.0 It 100.139 0.5 0-5 0.5 1.0 10,}139 0.5 0.5 0.5 1.0 7MI,?-.Niwiwuw.Iwwl.waw Mk-)n,HI'4f Pij- LnW?-Mlnh-/waulw. nkil f-HI'41'Pip, T1wd Temp.Lxulan on ThrGmric m inches by Pme Sias Plwd Tame.Ll.ulxnon Thru ec:m Luhes ht•Pme SIaF Pini"¢Svslam Teoa Raney(F)(F) '"R--, 1"and Lax 1.2510±•2 "Ina• Pmi-Srst-Tena Rance f FI �"'Rrmm; 1"rad Lese 1:i'1102' -to 5• paring Ss.1nn, pneiwg h.- e Lax PraswA=puatwc 201-750 lA L5 1.5 20 1.ow Prusswrvl'cmpaatwu 201-250 Ell 1.5 1.S 211 I--T p-- 1L7-200 05 LO 1.0 1.5 Law Tanpm c 120-710 05 1.0 lA 15 Siena f.mllrnease(in Ecsi wxKr.I .4ny i o to 1 5 211 So-(7-1,.san(fn 1mi w-xlerl Any 111 111 1..i 2.0 Coming Sy.- r..M.g S)."- Chwn1 N'M.kll igaauk 41)-55 0.5 U.5 0.75 1.0 Ch::lcd%, Rdhlg-L 40 55 0.5 0.5 1.75 1 0 snJ BPuc B,-I-40 I 0 10 1.5 1.5 anJ Bnnc 110-40 1.0 LU 1.5 1.5 NOT 1011ELU(Bw1dmV Up--A Lse Uo1y1 VOTES 1'O f I1:LU(tiurldm¢UyfntnnaK Lve(>tlWl d��iGN �E�.vicEwS (651) 298-2250 draw4u@optonline.net z 0 PII- w Cz U `�! Q w z <C p rq z U Table P Th7rMma fw Ci"n/wimp Aw ft s-Jv,-. Table 1c M'wilnuwr Iwwlw/aw 77rirknu.(w Cirsvlwiwp Aw pwr"Plpn. V {�� InlVlnriun Thl:kmss m hl ira W P,Iw•Sins Imolx�iun Thl;knees in L,Z,Iry P-S,ns z HcaloG Wuw' Nun-"Imt�ly*Inz Ky+nnyrg Cu tlxin¢Mvnx ald Knmwnc HWI.d WNra Nnn('Im.Lunz Kun,�ncs C,-],Ina Nl:i- no Knnon c Temn+a rte 11.1 l I" Ila to 1-25, I_5"Io=.O' Qsr 2" Temnn .,re I T'1 W I• U.to 1.25" 1,5"lu 2.0" .+1 0 t'!}IRU 0.5 1^.a1eU u s 1 u 1 .5 2. Lo 1.5 2U 2.0 laD 1h9 us D.5 1.0 1.5 1011-1.,9 0.5 U 5 1.0 1.5 IUD-139 0.5 OS 0.5 1U 10,11,19 0.5 05 0.5 IA Ln - 2a14c 2:Mini-lwawtw¢/o.lbkkn-f-HI;ICPips. 2ab.,2:Minimum I..I #-Thla.-fi HI1,IC PI/xs. e Fl:od Temn.Inmlaf ml Thml.'n+c:m TnItl by Pme Srzr," 0 Flmd Temp ]mulxRnn Thnk-in Ind,M Pinr Sias /I1 Pining,Svshan Taos nn j I F '_"Puuv 1"-)1 nx 1.25,1u'_•2..5"w 41 min¢9v*-Taos Plmc.•(F) -P-W, V`/ Hnwng%Ink a Henn.g S)-- I,.' Ssh•meI,.' aTNlP..d- 201-253 10 15 LS 20 Low•PlnswaTcmperatwc 201-250 1.0 LS 1.5 2U Low Trmprro 12,y t o 10 1.0 1 5 Low Tanpcmnuc A,,y o Slam fnlsWssuc(nrmiw,¢cr) .�•y In 10 l.i 20 Slam fnlxlm<atc pmhiwxra) AIry 111 111 Li 2D foiling S}xmms ('nming Sex[cnss CK,lk i Wodra.KcJnp'4nt. 40-550.5 0.5 0.'5 1.0 CbJJcd Wwa,RrIrn wlt. 40-55 0.5 0.5 0.15 1.0 mJ Ban B.A-40 1 u 10 1.5 1.5 mJ El,,- BI."4U 10 LU 1.5 1.5 VOTES TO FIELD(Building LYpitlmml Cu Only) VOTES TO FiLLD(Building Depotmvg Cae oniVl DRAWN BY: MH December 27, 2005 SCALE: 1/4" = V-0" SHEET NO: L WIND FRAMING NOTES NAILING SCHEDULE PLAN CONTENTS: G EN ER A N O T E5 1).RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL 1-1/4"x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. JOINT DESCRIPTION NOTES NAIL NAIL UIL ING USE RESIDENTIAL DWELLING When a costar tie is used in leu of a ridge strap,the number of 10d common nails required QTY. SPACING CONSTRUCTION NOTES. in each end of the collar fie need not exceed the tabulated number of 8d nails in the strap. RAFTER TO K WALL:3-8d COMMON EACH TOE-NAIL BUILDING HEIGHT 25'-11 - 8 TOP PLATE 10'WALL:4-8d COMMON RAFTER 1).The information within this set of construction documents is related to basic design 2).RAFTER-TO-WALL ASSEMBLY: COMMON EACH TOTAL SQ. FT. OF CONSTRUCTION 2ND,FLOOR:EXISTING-LVG.SPACE:626 S.F. CEILING JOIST 8'WALL:3-Bd Intent and framing details.They are intended as a construction aid,not a substitute Lateral framing and shear wall connections for rafter,ceiling or truss to top plate shall be in CE TOP PLATE 10'WALL: -8d COMMON JOIST TOE-NAIL ADDITIONS:1ST.FLOOR-STORAGE-173 S.F. 2ND.FLOOR:LVG SPACE -646 S.F. for generally accepted good building practice and compliance with current New York accordance to table 3.3.When a rafter or truss do not fall in line with studs below,rafters PRESCRIPTIVE AS PER N.Y.5. RESIDENTIAL CONSTRUCTION CODE AND State building codes.The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEILING JOIST TO AS PER TABLE 3.7 EACH FACE DESIGN CRITERIA 1995 SBC HIGH WINDITION WOOD FRAME CONSTRUCTION MANUAL construction details and procedures to ensure a professionally finished,structurally the to the wall stud with uplift connections.Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM-SBC LAP NAIL , sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE FRAMING ELEMENTS AS PER FLOOR PLANS GROSS SECTION AND GENERAL NOTES OVER PARTITION WFCM-SBC LAP NAIL EXT. BALCONIES 60 V V 2).The General Contractor Is responsible for ensuring that all work and construction 3).WALL-TO-WALL ASSEMBLY: COLLAR TIE AS PER TABLE 3.4 EACH FACE DECKS 40 meets current federal,state,county and local codes,ordinances and regulations,etc. Wall studs above and studs below a floor level shall be attached with uplift connections in TO RAFTER WFCM-SBC END NAIL These codes are to be considered as part of the specifications for this building and accordance with table 3.3b.When wall studs above do not fall in line with studs below,the ATTICS w/o STORAGE 10 should be adhered to even if in variance with the plan. studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING EACH TOE ATTICS w/STORAGE 20 Z-Bd COMMON accordance with table 3.3. TO RAFTER END NAIL DESIGN LOAD CALCULATIONS ROOF (GROUND SNOW LOAD) 45 (651) 298-2250 3).Dimensions shall take precedent over scaled drawings. RIM BOARD EACH END (LIVE LOADS PSF) (DO NOT SCALE DRAWINGS). 4).WALL ASSEMBLY TO FOUNDATION: TO RAFTER 2-16d COMMONENDNAIL ROOMS (OTHER THAN SLEEPING) 40 First wall studs shall be connected to the foundation,sill plate,or bottom plate with uplift ROOMS(SLEEPING) 30 d raw4 u C@opton I i n e.net 4).The designer has not been engaged for construction supervision and assumes no connectors.Steel straps shall have a minimum embedment of 7 inches in concrete WALL FRAMING: STAIRS 40 responsibility for construction coordinating with these plans,nor responsibility for foundation and slab-on-grade,15 inches in masonry block foundations,or lapped under NAIL NAIL construction means,methods,techniques,sequences,or procedures,or for safety the plate and nailed in accordance with table 3.3b.When steel straps are lapped under the JOINT DESCRIPTION QTY SPACING NOTES GAURDRAILS (ANY DIRECTION) 200 precautions and programs In connection with the work.There are no warranties for a bottom plate,3 inch square washes shall be used with the anchor bolts.Anchor bolt EXPOSURE CATH ORY B specific use expressed or implied in the use of these plans. spacing is to be spaced and sized in accordance to table 3.2a.In addition to spacing, TOP PLATE TO 2-16d COMMON PER FACE NAIL anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all TOP PLATE FOOT SEE NOTE:1 LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION 5).Refer to the Window and Door schedule for exterior openings. comers. TOP PLATES AT JOINTS FACE (ROOF -FOUNDATION) DETAIL AGE 4 GENERA NOTE PAGE INTERSECTIONS 4-16d COMMON EA.SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE 6).The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5).TYPE 1 EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACE or exceeds manufacture's specifications and applicable codes. Type I exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior STUD 2-16d COMMON EGRESS SEE FLOOR PLANS AN WINDOW SCHEDULE attached with Bd common nails at 6"o.c.at the panel edges and 12"o.c.in the field,and O.C. NAIL Sym.: P 9 FiRE PROTECTION 7).The General Contractor is to consult with the owner for all built-in items 112 inch gypsum wallboard on the interior attached with 5d cooler nails at 7"o.c.at panel HEADER TO 16d COMMON 16"O.C. FACE (SMOKE 4 CO2 DETECTORS) ® SEE FLOOR PLANS o such as bookcases,shelving,pantry,closets,trims,etc. edges and 10"c.c.in the field shall be in accordance with the length requirements specified HEADER ALONG EDGES NAIL in table 3.15a-b. TOP OR BOTTOM 2-16d COMMON PER 2x4 STUD END TRU55 DESIGN N/A -STANDARD STICK FRAME CONSTRUCTION 8).Wind load requirements shall be taken into account during construction. PLATE TO STUD 3-16d COMMON PER 2x6 STUD INAIL ENERGY CALCULATIONS RESCHEGK 3.6 RELEASE la 6).TYPE II EXTERIOR SHEARWALL CONNECTIONS: BOTTOM PLATE TO FOUNDATION NOTES: Type llexterior shearwallsshall meet the requirements oftable 3.15a-b times the appropriate PER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA length adjustment factors in table 3.16. FOOT SEE NOTE:1 2 FLOOR JOIST,BAND JOIST, 2-i6d COMMON , 1).The General Contractor and Mason to review plans,elevations,details and notes to END JOIST OR BLOCKING GROUND WIND SEISMIC FROST WINTER ICESHIELD determine intended heights of finished floor(s)above typical grade. q SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT FLOOD 7).INTERIORSHEARWALLCONNECTIONS: FLOOR FRAMING: HAZARDS Allowable sidewatl lengths provided in table 3.14 shall be permitted to be increased when LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED WAIL NAIL 2).All footings to rest on undisturbed(virgin)soil. interior shearwalls are used.Sheathing and connections shall be in accordance with JOINT DESCRIPTION NOTES A, 2.4.4.2 and 2.2.4 respectively. QTY. SPACING MODERATE SLIGHT TO 45 LBS. 120 B SEVERE 3 FT. - 3}.Provide 112"expansion joint material between concrete slabs and abutting JOIST TO: PER TOE TO HEAVY MODERATE 11 NONE 4-8d COMMON concrete or masonry walls occuring in exterior or unheated interior areas. 8),CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL,TOP PLATE OR GIRDER JOIST NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: UJ Any new concrete walls being attached existing concrete structure shall Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING 2-8d COMMON EACH TOE NAIL SPACING NAIL SPACING AT INTERMEDIATE Z be o. with table 3.5.Window sill plates shall be have steel connectors In accordance with table TO JOIST END NAIL SHEATHING LOCATION NOTES be installed with#4 re bar,18"long at 12'o.c..Use approved epoxy for installation. 3 5 AT PANEL EDGES SUPPORTS IN THE PANEL FIELD BLOCKING EACH TOE 5).Unless otherwise noted,all slabs on grade to be 2500 p.s.i..Concrete to be 2-Sd COMMON 4'PERIMETER EDGE ZONE 8d COMMON 6"O.C. 8d COMMON 6"O.C. SEE NOTES:1,3 9.CATHEDRAL CEILING ASSEMBLY: OC JOIST END NAIL poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing.Interior slabs ) BLOCKING TO: EACH TOE SEE NOTES:1(BOTH FIELDS) to be minimum 3-1/2 inch thick.All fill to be compacted to 95%relative density with Where a ridge is to be used as a structural beam,the rafters shall either be notched and 3-16d COMMON INTERIOR ZONE 8d COMMON�6"O.C. 8d COMMON�12"O.C. P ry I� 6"maximum lifts(layers). anchored on top of the beam or slope connectors shat)be attached to each rafter-to-ridge SILL OR TOP PLATE BLOCK NAIL NOTE:2 FOR PANEL FIELD 6).Crawl spaces to be provided with a minimum 18"x24"access opening.Insists one 3-16d CON,'dON along the open ceiling part of the building.Connections to the ridge and wall shall be be LEDGER STRIP EACH FACE GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4"O.C. 8d COMMON @,4"O.C. SEE NOTES:1,3 s.A �J 8x16 cast iron foundation vent for every 150 sq.f.of area. attached with the above requirements. TO BEAM JOIST NAIL NOTES DECK AND COVERED PORCH NOTES: JOIST ON LEDGER 3-8d COMMON PER TOE rT1 �J ( 7 7).Dampproof exterior of foundation with bituminous coating as per section R406 of TO BEAM JOIST NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE MOTES ONLY. -iJ� F{ N.Y.S.Residential Construction Code.A 6-mit polyethylene film shall be applied over 1).Unless otherwise noted,all framing material to be#1 ACQ pressure treated lumber. BAND JOIST PER END O the below grade portion of exterior walls prior to backfilling. All fasteners,hangers and anchors to be galvinized or stainless steel. TO JOIST 3-16d COMMON w JOIST NAIL 1).For roof sheathing within 4 feet of the perimeter edge of the roof,inducting 4 feet on each side of the roof peak, BANDJOIST TO: PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. 8).Drainage as per section R405 of N.Y.S.Residential Construction Code. 2).Girders for deck joists to be bolted to each post with washers and nuts. 2-16d COMMON hal Girders on concrete piers shall be anchored with proper steel connectors anchored SILL OR TOP PLATE FOOT SEE NOTE:1 0 P p P 2}.Tabulated 12 Inch o.c.nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. FRAMING NOTES into concrete with a minimum 112"dia x 7"long anchor bolt with washers and nuts. ROOF HEATHIN : For framing members with<0.42<G<0.49,the nail spacing shall be reduced to 6 inches o.c. 1).All framing techniques and methods as prescriptive design of 1995 SBC High Wind 3}.Posts supporting girders shall be anchored to a 12"x12"x12"thick concrete footing. JOINT DESCRIPTION NAIL I NAIL Edition Wood Framing Construction Manual. QTY. SPACING 3).Tabulated 4 Inch o.c.nail spacing assumes sheathing to rafter I truss framing members with G>0.49.For Use a minimum 1/2"dia x 7"long anchor bolt with washers and nuts.Footings Shall be 3 ft. framing members with 0.42<G<0.49,the nail spacing shall be reduced to 3 Inches o.c. below grade.Porches with covered roofs shall have 12"dia.concrete piers for the girders. STRUCTURAL PANEL 8d AS PER TABLE 3.8 2).Unless otherwise noted,all framing and structural wood material to be#2+BTR. WFCM-SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS: 00 Douglas Fir, 4).Deck joists to have blocking at 8'0 o.c.. CEILING SHEATHING: NAIL SPACING NAIL SPACING AT INTERMEDIATE 5).A minimum of 10 inch flashing shall 3).Floors,walls,ceilings and rafters to be spaced at 16 inches o.c.unless noted be installed between the building and ledger. NAIL NAIL SHEATHING LOCATION AT PANEL EDGES SUPPORTS IN THE PANEL FIELD NOTES o otherwise. JOINT DESCRIPTION Ledger to be fastened to building with 112"dia.bolts with washers and nuts QTY. SPACING 4'EDGE ZONE Sd COMMON @ 6"O.C. 8d COMMON @ 12"O.C. SEE NOTES:1,3(BOTH FIELDS) where needed. GYPSUM 7" O.C.EDGE NOTE:2 FOR PANEL FIELD 4).Unless otherwise noted,all bearing wall headers to be(2)2x10#2+BTR.Doug.Fir. Sd COOLERS Bearing wall headers to have(2)jack studs and(2)full length studs on each side of all WALLBOARD 10"O.0.FIELD INTERIOR ZONE 8d COMMON ti O.C. 8d COMMON @ 12"O.C. SEE NOTE:3 6).Concrete piers shall be a minimum 6"above grade. openings.LVL headers to have(3)jack studs and(2)full length studs on each side of WALL SHEATHING, openings.Bearing wall window sills shall also have(2)window sill plates for 2x4 wall 7).All joists to be supported with hangers and anchors.Each Joist shall also be anchored NOTES �r openings between 4'1 and 6'0 and 2x6 wall openings between 511 and 8'9.Provide fire to girder(s). JOINT DESCRIPTION NAIL NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. and blocking where applicable. QTY. SPACING 8).Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL 8d COMMON AS PER TABLE 3.9 1).For wall sheathing within 4 feet of the corners,the 4 foot edge zone attachment requirements shall 5).All flush beams/headers to be installed with heavy duty galvinized hangers and PANELS WFCM-SBC anchors where applicable to all connecting joists. PLUMBING NOTES 7/16"OSB 6d COMMON 3"O.C.EDGE be used. /1 6).Double up floorjoists under walls that run parallel to the floorjoist and under bathtubs. 1),All water supply,drainage and venting to be installed as per N.Y.S.Residential PLYWOOD 6"O.C.FIELD 2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to stud framing members with Floors to have ceramic tile installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM 7" O.C.EDGE G>0.49.For framing members with 0.42<G<,the nail spacings shall be reduced to 6 inches o.c. on plans. WALLBOARD Sd COOLERS 10"O.0.FIELD 2).Verify septic system with the Engineer for Suffolk County Health Department approval. 3).For exterior panel siding,galvinized box nails shall be permitted to be substituted for common nails. 7).Provide blocking/bridging in floor joists at 8'0 o.c..Use solid blocking in floor joists FLOOR SHEATHING: NOTE: under all bearing walls. 3).if wall studs,plates or joists are cut out during installation for any plumbing related work, NAIL NAIL provide adequate bracing and plates to protect and secure the structure.Verify with the JOINT DESCRIPTION OTY SPACING CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY 8).Provide insulationbaffles at eave vents between rafters.Install draft blocking as state code and manufacture's recommendation for maximum hole size and spacing permitted. STRUCTURAL PANELS F O.C.EDGE EXISTING CONDITIONS. MINIMUM 3000# CAPACITY. needed. HVAC SYSTEM NOTES 1"OR LESS 8d COMMON 12"O.C.FIELD 1).PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. n�A/� 9).Unless otherwise noted,all roofs and walls to have a minimum 1/2'thick,4-ply Fir 1).Mechanical subcontractor is responsible for adhearing to all applicable codes and safety NOTES: 2).USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. D Rt1W N BY: 1'`A 1 H COX exterior sheathing grade plywood.Plywood to cover over plates and headers. requirements. 3).INSTALL 1-Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. THESE NOTES ARE ONLY TO BE REFERRED TO IF 10).Unless otherwise noted use 3/4"thick T&G PTS Fir or Advantech plywood subfloor MENTIONED IN SCHEDULE NOTES ONLY. Section R&O2.B -FIREBLOCKING REQUIRED 2).HVAC subcontractor is to fully coordinate all system data and requirements with the adhered with PL400 adhesive and screwed to floor joists.Finished floor to be installed equipment supplier. Firebtocking shall be provided to cut off all concealed draft openings(both vertical and horizontal) over subfloor as per manufacture's instructions. 1).Nailing requirements are based on wail sheathing and to form an effective fire barrier between stories,and between a top story and the roof apace. December 27, 2005 3).HVAC subcontractor to provide final system layout drawing and submit it to the General nailed 6"on-center at the panel edge.If wall sheathing Fireblocking shall be provided in wood-frame construction in the following locations. 11).All bathroom walls to have 1/2"thick moisture-resistant sheetrock.Garage walls and Contractor and owner for final review and approval. is nailed 3'on-center at the panel edgeto obtain higher ceilings and over furnace to have 5/8"thick type-x sheetrock.All other parts of building shear capacities,nailing requirements for structural 1). In concealed spaces of stud walls and partitions, including furred spaces, i i to have regular 1/2"sheetrock.All walls to be taped and finished. ELECTRICAL NOTES. members shall be doubled,or alternate connectors,such as shear plates,shall be used to maintain load path. levels. Concealed horizontal furred spaces shall also be firebtocked at int SCALE: 1/4" 1 t- _Ott Intthe telling and floor ervals not exceeding 10 12).All roof with a pitch less than 4:12 shall be installed with an Ice&Water barrier or 1).All electrical to be installed as per N.Y.S.Residential Construction Code. feet. Batts or blankets of mineral or glass fiber shall be allowed as fireblocking in walls constructed approved equal.Flat roofs shall be applied with a Fiberglas base sheet with an EPDM 2).When wall sheathing is continuous over connected using parallel rows of studs or staggered studs. torch down type material over. 2).All electrical work shall be approved by a qualified Underwriter. members,the tabulated number of nails>hall be permitted 13).All sill plates and wood in contact with concrete to be pressure treated.Silt plates to 3).Install Smoke detectors and Carbon Monoxide detectors throughout as per section R317 to be reduced tot-16d nail per foot. 2). At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, eetlin sand cove ceilings. SHEET C���'}' �O be installed with a foam sill gasket and cop r-tex termite shield or approved equal. p g of N.Y.S.Residential Construction Code. 3). In concealed spaces between stair stringers at the top and bottom of the run. Enclosed spaces under stairs shall comply with Section R314.0, N.Y.S. Residential Code. 4). At openings around vents,pipes and ducts at ceiling and Floor level,to resist the free passage of flame and products of combustion. 5). For the ffrebtocking of chimneys and fireplaces, refer to Section R1001.16. N.Y.S. Residential Code.