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Home My WebLink About30485-Z FORM NO. 4 TOW14 OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY NO: Z-30920 Date: 05/13/05 THIS CERTIFIES that the building ADDITION Location of Property: 775 MULFORD CT ORIENT (HOUSE NO. ) (STREET) (HAMLET) County Tax Map No. 473889 Section 14 Block 2 Lot 3 .26 Subdivision Filed Map No. Lot NO. conforms substantially to the Application for Building Permit heretofore filed in this office dated JUNE 9, 2004 pursuant to which Building Permit No. 30485-Z dated JULY 15, 2004 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 ADDITION TO EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR. The certificate is issued to RONALD XRIEB (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO. 2046958 04/22/05 PLUMBERS CERTIFICATION DATED 05/02/05 CHARLES SANDEN (r2 - Aut rize Signature Rev. 1/81 i Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT �ff . TOWN HALL rv,}r 765-1802 `t APPLICATION FOR CERTIFICATE OF OCCUP4v ri � This application must be filled in by typewriter or ink and submitted to the Building Dkpartment J[ft-foll'8yigg: A. For new building or new use: L Final survey of property with accurate location of all buildings, property lines, streets, and uhusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and "pre-existing"land uses: 1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and a 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- $100.00 3. Photocopy of Certificate of Occupancy-$ 0.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy- Residential$15.00, Commercial $r1`5.00/n� Date. - dS•OS New Construction: - Old or Pre-existing Building: ✓ (check one) Location of Property: - / s A%-k\-&� C� r� drtenA POin House No.. '/ Street Hamlet Owner or Owners of Property: 110/1 t'1 1^1 C� Suffolk County Tax Map No 1000, Section ZPIDW /Y—Block 1ML- a _Lot Subdivision Filed Map. _ Lot: _ Permit No.3041-• DateofPermit. r7- /5%01 Applicant: kyle- Health Dept. Approval: Underwriters Approsal: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ �S• d Applicant tgnat re (v& 1 yL Com 3a � a � 5o rr�s�ls�ls�nrn��l�ss��nrrt r�nrr�nn�r��nsE0rsrrigEMBns�s s�tn��lrrrrrr�rr0�rrr�s��L3r@ o 5 BY THIS CERTIFICATE OF COMPLIANCE THE 5 NEW YORK BOARD OF FIRE UNDERWRITERSBUREAU 5 5 TY 40 FULTTON STREETF C NEW YORK, NY 10038 5 5 CERTIFIES THAT 5 Upon the application of upon premises awned by 5 5 FULTON ELECTRIC INC. RON KRIEB 5 61 WINDSOR PLACE 775 MULFORD CT 5 CENTRAL ISLIP, NY 11722, ORIENT, NY 11957 5 Located at 775 MULFORD CT ORIENT, NY 11957 5 55 5 5 Application Number: 2046958 Certificate Number: 2046958 55 5 Section: Block: Lot: Building Permit: 304852 BDC: nsl l 5 5 5 5 Described as a occupancy, wherein the premises electrical system consisting of 5 electrical devices and wiring, described below, located in/on the premises at: 5 5 Second Floor, 2nd floor additiuon, Attached Garage, 5 5 A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed 5 L5 herein, was conducted in accordance with the requirements of the applicable code and/or standard promulgated by the State of New York, Department of State Code Enforcement and Administration, or other 5 authority having jurisdiction, and found to be 9`601ompliance thefWil,!Ag5the Day of 5 5 5 Name QTY Rate Rating Circuit Type 5 Miscellaneous 5 second floor bedroom-bath add 5 5 alarm and Emergency Equipment 5 5 5 Sensor l 0 Carbon Monoxide 5 5 Appliances and Accessories r5 Exhaust Fan l 0 F.H.P. 5 5 Panels 5 5 1 60 9 5 Wiring and Devices Outlet II 0 Fixture 5 5 5 Fixture Il 0 Incandescent C5 Outlet 20 0 General Purpose Lj 5 Receptacle 14 0 General Purpose 5 5 Switch 8 0 General Purpose 5 5 Receptacle 1 0 GFCI 5 5 seal 5 5 1 of 1 5 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. cj 5 5 l7 �PrSrJcncPrJ�cn�P111 10111PRI PRIER J'Ancn0n 2191 o�osuFFot�-�, N Town Hall,53095 [,fain Road0 • � Fax(631) 765-1823 P.O. Box 1179 ,j. `, Telephone (631) 765-1802 Southold,New York 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: a Building Permit No. C/ 6 � i Owner: (L)CA L (please print) Plumber: (please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. W�mersignature) Sworn to before me this day of , 20 6 NotaryPublic, L�� County FREDERICK J.NAPOLMANO ------ Notwy Public,State of New York No.01NA6089519 Qualified in Suffolk County o Commission Expires March 24, 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. 30485 Z Date JULY 15, 2004 Permission is hereby granted to : RONALD KRIEB 889 BROADWAY #7B NEW YORK,NY 10003 for CONSTRUCTION OF AN ADDITION TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR; FLOOD PMT. INCLUDED at premises located at 775 MULFORD CT ORIENT County Tax Map No. 473889 Section 014 Block 0002 Lot No. 003 . 026 pursuant to application dated JUNE 9, 2004 and approved by the Building Inspector to expire on JANUARY 15, 2006 . Fee $ 250 . 00 Authorized Signature ORIGINAL Rev. 5/8/02 JEFFREY T. B UTLERv P. E. 20 OVERHILL RD. SHOREHAM, NEW YORK 1 1 786 63 1 -208-8850 LICENSED PROFESSIONAL ENGINEER MEMBER NATIONAL SOCIETY OF PROFESSIONAL ENGINEERS March 15, 2005 Town of Southold Building Department Re: Mulford Court Permit # 30485-Z Dear Sirs: Please note the following concerning this application: • I have inspected the strapping and anchoring pursuant to the building code and find that the work conforms to the plan as filed with this application. • I have inspected the insulation pursuant to the building code and find that the work conforms to the plan as fded with this application. Please call if you should have any additional concerns about this application. T.BU r� * ut W E. 2 �2`rF 07349 �'�90FESS\ONP� JEFFREY T. B UTLER9 P. E. 20 OVERHILL RD. SHOREHAM, NEW YORK 1 1 786 631 -208-8850 LICENSED PROFESSIONAL ENGINEER MEMBER NATIONAL SOCIETY OF PROFESSIONAL ENGINEERS May 2, 2005 Town of Southold Building Department Re: Mulford Court Permit # 30485-Z Dear Sirs: Please note the following concerning this application: • I have inspected the framing pursuant to the building code and find that the work conforms to the plan as filed with this application. . I have inspected the fireplace pursuant to the building code and find that the work conforms to the plan as filed with this application. • I have inspected the plumbing pipes as they were pressurized and find that they meet the applicable codes. Please call if you should have any additional concerns about this application. pF NEW y cerely, s R �Ev T.8&/, p� * utter, P.E. r I W W rF> 073493 pR�FESSIONP� i 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INS TION [ ] FRAMING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: �fcDATE �� S INSPECTOR 765.1802 BUILDING DEPT. SPECTION [ FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE `� f C INSPECTOR JEFFREY T. BUTLER, P. E. P.O. Box 634 SHOREHAM, NEv,, YORK 1 1 7B6 (531 ) 20a-8850 (631 ) 727-8033 FAX Member National Society of Professional Engineer Manby National Coy it of Building Code Officials Ucamw Prormional Engiiuer July 7,,:.004 Building Department Town of Southold Re: Mob Residence, MuMord Court Proposed second floor addition Please note that owner plans for the use of the proposed space over the garage to be a family room as indicated on the application. The existing study on the first floor is being used as a study/home office and the existing living room on the fust floor is being used as a formal living room. This dwelling is currently a single family residence and this addition is in keeping with that use. Thank you. rjF KF)r sincerely, , , - aly T. But � - a c.c.: Manzi Homes I Y •� TOWN OF SOUTHOLD PROPERTY RECORD CARD M4� OWNER STREET 7 7 S VILLAGE DIST.1 SUB. LOT Z� nal ��rr� b . CJY, ' f NGY % yv -s c OR(NER OWNS nb�r' N E ACR. I U.4:�Xs delc Dusenb"r4 (ilia S W TYPE OF BUILDING , . RES. 21 O SEAS. VL FARM COMM. CB. MICS. Mkt. Value LAND IMP. TOTAL DATE REMARKS 300 3C6Iv s gz - -T 1082 SU( Lx_)uiA vn bur N C 14 co ':4 1400 iz 1 ,?o a7 3a � 41 � eEV 7tioo 9000D I 2 7 —LIZ/? -V-1 /b ib /2 t(Ofoo 7800 4400 10 Z VP oZq o — f Tillable FRONTAGE ON WATER Woodland FRONTAGE ON ROAD Z0 Meodowkmd b06 \ ,�OIO�� DEPTH House Plot . 981 Q BULKHEAD Total t C Ll V _ j 7 I 14-2-3.26 12/02 M�31dg�_ Ho Y ^\Q�.9 g� UQrJ Foundation C Bath 12— -- -- Fxtpnc;ny Roz `" C�° y�pQo Basement Floors E xranunn Fxt. Walls r��av tla Interior Finish E xtununn I Fire Place �t Heat F.01 Ult I �IKt4 = 5h� Y, =_ =_44 7,q7 50 }cj Pool Attic so r Deck I z'4 : � Patio Rooms 1st Floor L F.reezeway I 72 T Driveway Rooms 2nd Floor 26Z �`J AKQoo�, I Garagel �2 X,2aG = HB�F T,� 2,afo O. B. 'STT A00 I 777 1 l Zoo A ' 1 FIELD INSPECTION REPORT DATE COMMENTS L 3 FOUNDATION(1ST) -- oC :4 kA m -------------------------------- FOUNDATION ------------------------------FOUNDATION(2ND) O J a ROUGH FRAMING& PLUMBING r a Y - r G INSULATION PER N.Y. -1 STATE ENERGY CODE FINAL Z ADDITIONAL COMMENTS Jd m �� - _o Z o r D i 0 0 x en a x 0 m H ounLL1riNV rLAA,11I A1'PLICPAtION C;L-lli 'KLIS'! BUILDING DEPARTMENT Do you have or need the lullu«'uif, beture appivmb TOWN HALL Board of SOUTHOLD, NY 11971 3 sets of Building I'law, - TEL: 7epk5-1802 Survey--_--. PERMI'fNO. Check ------_ _--- Septic Form________—_ Trustees Exaruined % , 20_ Contact: / Approved ,20_ tsfeii.iw: 0-(1 L ilea _ L7 F'S jr'i�C Disapproved a/c Phone:_ 6-�I Building Inspector A14'LICATION FOR BUILDING PERMIT DateU� INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and subnnittcd to the Building hnspcctor 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 prcnnises or public su ecL or areas, and waterways. c. The work covered by this application may not be cotmnenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such it pernut shall be kept on the premises available for inspection throughout the work. c. No building shall be occupied or used in whole or in part for any purpose what-so-ever until a Certificate of Occupant is issued by the Building Inspector. APPLICATION IS HEREBY MADE to the Building Department for the issuance of tlBuilding Pcmrit pursuant to the Building "Lone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations, fpr Clic 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,h Ing code, and rcguiations, and to adroit authorized inspectors on pr(:miscs and in building for necessary inspections. ignature of pp icant or name,if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises 1 ' 1 onc:A\ & K r i e- n (as on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer 5cn h � C-7 .e (to /Nf Cwt z s (Name and title of corporate officer) Builders License No. Plumbers License No. J I y V2 – 0-1 Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: 7 "75 ✓1'1�\ �rcJ. C°U�. 4 p House Number Street Hamlet �I County Tax Map No. 1000 Section ! y Block Lot aD- fta ,�o Subdivision Filed Map No. Lot (Name) Rate existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancy } Nature of work (check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work (Description)Estimated Cost Fee _ (to be paid on filing this application) If dwelling, number of dwelling Units I Number of dwelling units on each If garage, number of cars I If business, commercial or mixed occupancy, specify nature and extent of each type of use. Dimensions of existing structures, if a : Front_ U 't iryRear -J/ Height a20 c, '' Number of Stories I iA Ove�jnru& only . Dimensions of same structure with alterations or additions: Front 71 b Rear 7/ o r/ Depth 3o ' O l I Height ®" Number of Stories Dimensions of entire new construction: Front 7/ ' y 't Rear 7 I U 'I Depth 30 Height S ' s ' Number of Stories Q_ Size of lot: Front O Rear s O t Depth /S O ). Date of PurchascS/S/d Name of Former Owner Mem z� �o m� o n C 1. Zone or use district in which premises are situated 2. Does proposed construction violate' any zoning law, ordinance or regulation: 3. Will lot be rc-graded Will excess fill be removed from premises: YES NO 3. Name-. of Owner of prennises Rwnnl d k.;eb Address M 6rc,,1 x.y,Arl 76 Phone No. &M- Name of Architect -�eFFTrL�,Aier Address?o kva bay Sho, hcn Phone No 1_20' b fSc) NalncofContractorkf-nr; Hwnes inc -Address?b3oi, ;cb 2.er• Phone No. 631 7 10 5. Is this property within 100 feet of a tidal wetland? *YES NO • IF YES, SOUTHOLD TOWN TRUSTEES PERMITS MAY BE REQUIRED 6. Provide survey, to scale, with accurate foundation plan and distances to property lines. 7. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. TATE OF NEW YORK) SS: 'OUNTYOF ) C-7 Uel 0 being duly swom, deposes and says that(s)he is the applicant (Name of individual signing(contract) above named, ;)He is they ( Q r,e S i cj P,IT(Contractor, Agent, Corporate Officer, etc.) C said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; iat all statements contained in this application are true to the best of his knowledge and belief; and that the work will be erformed in the mamter set forth in the application filed therewith. wom to before me this _._6 day of cam—2 ''0 U Notary Pub tc Sigifaturc of Applicant J_ 007ARY PUBLIC Sta eEo INYork OualI adoIn S ffolk Corvity rrryyy �nnisSion Expires March 1 ,(]O OW- Bull r . Applicant/ Date. Owners Name: Reviewed: Architect/ ,,. Date Engineer: Submitted: 6 SCTM #: District: 1.000 Section: 13 lock: Lot: _ Project Subdivision Location: � _7� __ Name: Sin#le& separate Required certification: Q Yes f No IV r'l R� t R�iag I)istrict:�_ (1,0(size: (�_Actual �� /� I (Lo( B e ot Covera � I ro(x�s� e9Req. [Tion(Yard PProposed0L__J (Side Yard _l V3 3 Proposed: Proposed- Project Description: AGENCVJP RKITS Permit . �ZUIRED FOR REVIEW &A• ,NO FS Numb Suffolk County Health Dept. � � _ ell- New York State D. E. C. C Town Trustees t Town Zoning Board approval: Town Planning Board approval: r Flood Plane Elevation??? Flood Zone: �( Notes: i LOT \\ RECHARGE X45/20 it jl' EVC4GR c v S R •o-c. /o SE. E T P R =/c EO /✓SAP �it GRA✓E"G ORi vEr/,4 y � \ "VIVWLlC442. LU 011 \ X55"v Q° 407 23 22 0 O� s a2 %o 1910-IV D„IV h /6j86 I s Map of Lot 22 "Map of Grandview Estates” Filed: June 8, 1982, Map Number 7083 Situated at Orient Town of Southold, Suffolk County,New York District 1000 Section 14 Block 2 Lot 3.26 I $ Area=42733 Square Feet i i n—J ANTHONY ABRUZZO R.L.S. REGISTERED LAND SURVEYOR 1500 Horton Lane 1 U[1�� Zr • Southold, New York 11971 J / (631) 209-0676 MAP PREPARED: June 7, 2004 c _ ANY ALTERATION OR ADDITION TO THIS MAP IS A VIOLATION OF SECTION 7209 Ib OF THE NEW YORK STATE EDUCATION LAW.COPIES OF THIS MAP NOT '4� -^,,, ��• ,��i(..j �T BEARING THE LAND SURVEYORS ORIGINAL SIGNATURE AND INKED OR EMBOSSED SEAL SHALL NOT BE CONSIDERED A VALID TRUE COPY. THIS PARCEL IS SUBJECT TO ANY EASEMENTS OR RESTRICTIONS OF RECORD. Y V'10% .�24 COL, ^ONC. 1,:2707-1W. Scale: 1" _ i i i LOT 2/ II yyO � `� \\ RECHARGE ti � 1�"✓EN �O 45 249 E � �o SE��O 5.490- - - TWO .DOm �. J DO� \• l� �� G t, 0 V 29 ztia Nb 3 n` o � �4 0 /6]86 LOT Z¢ Map of Lot 22 "Map of Grandview Estates" Filed: June 8, 1982, Map Number 7083 Situated at Orient Town of Southold, Suffolk County, New York District 1000 Section 14 Block 2 Lot 3.26 Area=42733 Square Feet ANTHONY ABRUZZO R.L.S. REGISTERED LAND SURVEYOR h 1500 Hortons Lane C. �' r? Southold, New York It 971 b. (631) 209-0676 „it GJJ�a MAP PREPARED: June 7, 2004 ANY ALTERATION OR ADDITION TO THIS MAP IS A VIOLATION OF SECTION 7209 <`.o-^:. — 1 ,r OF THE NEW YORK STATE EDUCATION LAR'COPIES OF THIS MAP NOT BEARING THE LAND SURVEYOR'S ORIGINAL SIGNATURE AND INKED OR EMBOSSED SEAL SHALL NOT BE CONSIDERED A VALID TRUE COPY. ,, ,,,/! / THIS PARCEL IS SUBJECT TO ANY EASEMENTS OR RESTRICTIONS OF RECORD. -r�' Scale: 1'��4V / TABLE R301.4 DESIGN CRITERIA *THESE PLANS ARE INCOMPLETE WITHOUT DETAIL SHEETS (ADDENDUM TO DRAWING SET)- OPENING PROTECTION EIY WOODMINIMUM UNIFORMLY DISTRIBUTED LOADS (P51) M PERE STRUCTURAL PANELS WIND SUE,JECT TO DAMAGE FROFERSUANT TO 1609 14, SEE _ WINTER ICE SHIELD �, USE/ FASTENING SCHEDULE ON LIVE LOAD GROUND SPEED EXPOSURE SEISMIC FROST DESIGN UNDERLAYMENT FLOOD LNE DEAD ROOF UPLIFT LOAD DETAIL SHEET IN THIS SET USE SNOW DE51GN LINE WALL SHEATHING OCCUPANCY NEIGH FIRE AREA TYPE OF EXTERIOR BALCONIES ro LOAD (MPH) CATAGORY CATAGORY WEATHERING DEPTH TERMITE DECAY TEMP REQUIRED HAZARDS LOAD LOAD SUCTION LOAD CLASSIFICATION _ CONSTRUCTION DECKS 4O MODERATE SLIGHT TO FROM 1998 PERIHITER EDGE ZONE = 33 2 per EDGE ZONE = 25.6 of FIRST FLOOR 129? S:: ,FT. SEE DETAIL SHEET FOR PASSENGER VEHICLE GARAGES 500 45 pef 120 B ._ SEVERE 4e" TO HEAVY MODERATE II YE5 FIRM MAPS 40 per 20 paF INTERIOR ZONE _ ?6.6 paf p INTERIOR ZONE = 18.9 par R-s 29'O" SECOND FLOOR = 1626 SO.FT TYPE V HIGH WIND CONNECTION ATTICS WITHOUT STORAGE _ ATTICS WITH STORAGE 20 REOUIREMENYS ROOMS OTHER THAN SLEEPING ROOMS 40 SLEEPING ROOMS 30 STAIRS 40 FROPOSEO FxiSTNG GUARDRAILS AMC) HANDRAILS 200 _z 0 0 r 12 _ - - - _ - -- - /AsyAALT ROOF s-:ILI LES ,TYRl - 9D _ _ _ ____ _ -- NATCF EX 5TINO 12 :0 _ 9D - - � 1X6 FASrI� RAKE BG5 n � J' SPRIINo r'R�WPI A O � HH. 1'14TC:- E%STING 1 I— � I �l -- - u 11 1 1 wm . r r X L r W - v !ID - � - D - cosW..ND w,NC:O,w -LD - - D! l w x WLU ALL F- 3: In N n ._ ___________________________________ ,. _______________________________ __________________, ______.___________________ m RIGHT ELEVATION FRONT ELEVATION X 0 1- x � - SCOPE OF SJSMTTAL Qz PROPOSED SECOND STOR, ADDITION OVER GARAGE ADD TPI TO BE A FAM Ll Ly ROOM WITH ADJACENT FULL BATH STAIRS W O TO SPACE BELOW AND ACCE55 FROM ff Q m ADJONING BEDROOM 1VlYAO u— U— LU2 !IN ER= 0 MFII' 12 _ - ASPHALT ROOF 5aTYP� MATC� EX STING - - . S 12 FLAG. ROOF F mN-ERvc_TI d yaa JEFFREY T. BUTLER, P.E. LL r _ I .TrPI zcr m I- Uz CCz — - -- -_ -- - - - - - i==, PROFcs=_c t--RS Q O W BE cvc E �Erwe ticgy�TeR W C _ a- 1 1 IF + + 11 I C -n y -- __� ErIsITvIf+ oR�TIR d c - - o I u „ r r ,______________"_________ ________________________________"------------------------------------_----_--------..----------.----_,_____---------_ I I I --- ----- - - - - - --------- --=--------------------------------- -------------------------------=------------------------------------------' ------------------------------------------- ---- ' ' --- -------' -------------------------------- ---- - ---------------- - ----=---- ------:-----� 2004 I , ------- -- ----------- - - - REAR ELEVATION LEFT SIDE ELEVATION 7 1'o„ WALL LEGEND EXISTING 8" P.C. WALL TO REMAIN p ______________________ Ib' 6" ___________________ PROPOSED e" P.G. WALL ON 16' WIDE X B" THICK ANCHOR AND BOND PROPOSED 8" P,C, WALL ON P G FOOTING NEW TO EXISTING WITH •4 16° X 8" P.C. FOOTING BARS, @' O.0 vERr. __ a ______.__ --------------------------------------------- ------------------------------- _______________________I K PROPOSED SLAB ON GRADE u. I , I I n j , J PROvIDE 36 k ^4" FOUNDATION DROP OPENING O p u I T NEW G6 Ir _____ W z s0 F /ExISTI X ' /EXI01NG P.J� COMPACTED FILL u I WI Z p i W I EXISTING 6 NG I 6" X B"� M' G U w I PER E ON 24" k 16" I , ' I IIT I ! F FOOTING, TPEXISTING UNEXCAVATED GARAGE N I I I I I I I I Ll I 1 Ix I f G � III , =XISTING F.J. , I FrrR;X16i NG G_IR—DE{I,� EXISTING GIRDEREXSITING CRAWL SPACE —- I , , I , I ' ° 0 r i , ❑ � ' n.�F., E I z � V ' ul ' I I I I I I I I ' ------------------- N • I X I I I ul-------- , ___________________________ , I I 1r' I � { , I r 1 1 n/, X ^ Q LL FOUNDATION FLANW o 30'6' ♦ � 0 � 16'6" Ir u^ X O O W in z m STE15 11 GR,]DE Lu O (y a m S Ei15TnG O E E 5NR) u- FRA'E cP=_rIINIG EIISTIyy W - "E� Rs s-IrvG Fe�SIDE o "TR R v E _ EXISTING ENGINEER: 1I DINING ROOM `" \, WALL LEGEND EXISTING G TEPS TO GRAD=_ U 9'O" CLG. HST. Exl�Irv_- �roR -o ' p BE RE7c.Ec =RArE U EXISTING MEGH, RM. ERI_Ins ,rvD R To Iry CPCNV<G �CCe - BE Rc OiED FRAHE LIVING ROOM c .D GUJ SPICKLE AVD P4NT U. _ 3O" CLG. 4Gr. I•: CPENrv_- =Arcs EXISTING a EXISTING 2X6 WALL TO REMAIN 6Wc sF_KLE _rvC PANT 9b" CLG. HGT. ! Y COVERED PORCH i = C u SB" F.0 GW: PER CODE EXISTING 2X4 WALL TO REMAIN - a X m o F C 5rCOP X ' 11 d oL L7 EXISTING u �1� _. 2x4 �06T PANTRY =_x15r�ING Ex16r J JEFFREY T, BUTLER, P.E. PROPOSED 2X6 WALL ❑ w � e'c" Gu. HGr. i O = 3-I 3/4' x II Tib" LVL W/2-I/ ' STEEL 1=LATE9 In _ > n _ n W _ ___________ 3 s o EXISTING I- e'O" eLG. HGT w x a 2 CAR GAR GE 3 0 0 Z o k 0. 5/6 4G, SWB ON u � -, LT4' X 11 vn n L FLU5W Q.' � � � o E rX, Ti JA--6 AND G WN- >< _ _ — ________ _ .14 O Y X O u PER COPDE i CLO. �I+F �- C� Z O i �I EXISTING x LL W W a v - LAUNDRY .� O 2 I x Ix, 5`O" GLS. I-G-T, u ° EXISTING OPEN TO W J O_ / ABO V= F. u (n KITCHEN EXISTING Q CLG. HGs, U STUDY d N o 9101L rLG, I-GT _____ __c____ _ LNE CF PROP LALL ABOVE - '----- ry u O Ex,STING T ERIffi INa _L_' Ex,6TIN2 ExIS PDR- FIRST U Q FIRST FLOOR PLAN P. STOOP 'o" 0 9'a" _-- TInG �, , LIVING AREA = 1232 SQ, Fr. u GARAGE AREA = 484 Sa. FT. 5TEP5 b GRADE E116TING EXISTII IG EXISTING SMOKE DETECTOR F G STOOP IN'H2GCNNEGT PER CODE PAGE .,1 AGE ., 22.11 _ 2 of 3 Ju'm' 14'U" ,Y'fin 1J•�^ 4' 10' 14'Y„ - 10' 11" p g• NOTE EXISTING ROOF TO BE __ 1're ------- ---------------------- REI`lOVED AND REFRAMED W PLATE 284 -----------EXISTING — LO EXISTING EY.IS?ING AT 14:12 PITCH I e l lfd • • ` aXL c— TING LIGHT 4 VENTILATION SCHEDULE: � rI R -.e 1• � RAIL 7 LIGHTING LIGHTING VENTILATION VENTILATION Y, PER CODE ' =' EXISTING e> ROOM FLOOR AREA OPENING PROTECTION NE X PROVIDED REQUIRED PROVIDED REQWRED \� \ Oy \ lu (E..FT.J WOOD STRUCTURAL PANELS }LY It = (SQ.FTJ lBQPT.1 IBq.FT.) lSQ.FT J - PERBUANT S 1EDULE, SEE 6 U 1 (^I FIRST FLOOR FASTENING SCHEDULE ET (� L) U U L\A9E IED w DETAIL SHEET IN THIS SET - - !- - PROPOSED LUE s O 3 / w EXIBTING p `-9 11- =-Race "El c ELRJNCF U - COV ED N TO REMAIN n -`;` e45 eorwU� o + FIRe�I eeE (i,PATH E I CLO, n Pp SEE DETAIL SHEET FOR y '° 'RTr e== ,cr.e��' HIGH WIND CONNECTION IP a, •Rr 1Jass-Su EsIlI -1 1E - fJfC'RB Pte¢ :OTc a r' 11 REQUIREMENTS Q, roe veRlr, ace a X x PROPOSE q '• 1n SECOND FLOOR \ / LIVING/F�gMILY RM, m o FAMILY RO P1 m /' + r 8'C" CLGNUGr. e'o" DLG. HG � � _ MASTER \ � PROP ' � � E - - ~ - FAMILY ROOM 63l 54.02 50.96 29.15 .548 N U e, I BEDROOM I / I v J 2X10 RIDGE m - h" B'O" GLS. HGT CLO. CLO.- �/ X RRYIO nlnlmun opening area. All ane.gency ..-a.. and r. cue 0 _ t)T T -o _ _ ul openinga sben nova a mmlmum ern clear dpemng T .quare rear eo 530 -i O T T m41 re U ne. ce¢ lal xI I o I x0 RDEXCEPTION Grade rlow openmga ehell O GE _ — _ _ _ opening or 5 geve rem 10.4E5 my _ _R_<,L F_ER_eo�_E EXISTINGu l U J PROPOSED 2 RRslo I z -1reaMlWtiurtl opadng Irelght me mo-lmum ret c ee opamng nelght l9 anell oe 24 Incno e610 mm) 11 1 - � 6 ar "G - n - RR3'p131'Ilnlmum colo 0 r ' ml E sEE 1lP OCRnER - _ ___ °P 9 mldtn Tne nmlm✓m net clear opening uldth -' ERarnNc- ro LET- I - TEAlIhn TO LE=T i r BEDROOM mall oe w le,ene. sae mn,e -_ I � N I a, �i RRA O 4 Cp> ,cr aln4 cm arq rea V Q _ E—,—, _ v 1� —m-- � � - - � �- _-J OPEN TO 6'Q CLS .lGT o ninga a`alI'S at l at—allrrren the ldel Ol eV_ ra_n a that'.[ lne ua x I , z / BELOIU / VERIFY ALL ROUGH OPENINGS WITH MANUFACTURER (ANDERSEN) WINDOWS ARE TO MEET DESIGN PRESSURE OF 40 PSI e """"""��I��I ___ __ . >--- 2846 )EXISTING EXIyTING EXISTIN3\ /'/ I \ / • 2246 AND TO HAVE A U VALUE OF -34 ----------- —----—--------------- 2e4& WITH ALIGN WITI4 ALIGN WITH /�1 COVERED B WINDOW BELOW WINDOW BELOW DOOR ELOW / / PORCN EXIST NG EXISTING PRODUCT CODE SIZE SHUTTER SIZE TYPE COUNT COMMENTS ADJUST OH TO - - - SECOND FLOOR PLAN AL GN WITI - - - - - � EXISTING cASCIA 1-V STING EXISTING LIVING AREA = 892 SQ. FL .� X 6 6 O' x 2'0" 6' 8'l x 2' 8" WINDOW 4 PRCPOSED ADDITIONAL LIVING AREA = '134 SQ, FT, Q u W = SMOKE DETECTOR O U 3046-2 I' 8 I/2° x 4' II 1/8" 2. 2" x 5' 6° WINDOW EGRESS RESS LOGE NTERCONNECT =ER CODE lot , coV m iru 19 Y Q W tAzm 2XRIGGER 2X8O RAFTERS 12 1/2" CDX SHEAT-JING LYLY ATTIC 15- FE. S.15 ASPHALT ROO= SINGLES 2X4 G.T. m 32" O C CONT RIDGE VENT R-30 INSULATION _ - I/2 GWE - -- -OP OF =.-ITE ' ✓ U� 'LF l- I'0' OIT PROPOSED W.LIJ. PROP PROP BATH VIN+L VENTED o HALLWA SOFF'T m 'II .9 JEFFREY T. BUTLER, '-.E. 3;4 SJEF_OOR O 0 EX•sTING- ZX C - - - - -OP OF SJE=LCOR r AND CE,L NG F'ER CODEPRO z � W O ° O GD ED 3- -1e� x I T,z' } LVL Wb bt/2' BP 0 Z m OW EXISTING GARAGE Q Z � UL rr UL J O � �c ^-� 4 - - - - 'OP OF SJEFLCOR Lo 0 - EXISTNG 4" S'_A6 {`aT le' "aN O U [[ N V Q IL - -� O- C= F00-I`.. SECT;ON A-A PR POSED 8 = c L4-L ON o i PAGE 3 of 3 FACE OF FOOTING 2.4 CONTINUOUS LATERAL BRACE A- a O C TABLE 1609.1.4 WIND-BORNE DEBRIS PROTECTION FASTENING SCHEDULE TRUSS OR CEILING .GIST FOR WOOD STRUCTURAL PANELS '-IOd NAILS f GABLE END TRUSS FASTENER SPACING u1 2 FEET 4 FEET 6 FEET °1 rc u PANEL SPAN S PANEL SPAN < PANEL SPAN < PANEL SPAN � FASTENER TYPE < 2 FEET < 4 FEET < 6 FEET < 8 FEET tyLL m O 21T a w / /////• WOOD SCREWS "' I_ 9" O O _ U f 10-8d 2 112' .8 T/3'BUT NAILS WOOL, SCREWS/�xX\ NEED NOT H a THIS TABLE BASED ON A YAXiMUM WIND SPEED f3 SECOND SUET) OF 130 MPA ANC \ / EXCEED 40 FT MAX 5d COOLER NAILS AT 10" O.0 MEAN ROOF HEIGHT 0= 33 FEET OR LESS. BRAC BLOC N LENAILSD O EACH d FASTENERS SHALL BE INSTALLED AT OPPOSING ENDS OF THE WOOD STRUCTURGL P-NEL. JITH/2 BUT NEED NOT c. NAILS SHALL BE IOd COMMON OR I'd BOX NAILS EXCEED 15 FT, MAX. GYPSLM BOARD d IJHERE SCREWS ARE ATTACHED TO MASONRI OR MASONRYLCTUCCC, THEI SHALL BE ATTACHED UTILIZING /IBRATION-RESIS'ANT ANCHORS HA'/ING A MINIMUM 5d COOLER NAILS AT l" O.G. WITHDRAWAL CAPACITIOF 490 POUNDS. j�NE��\ 20 GGUGE STRAP e. WOOD STRUCTURAL PANELS SHALL HG/E A MINIMUM THICKNE55 OF 1;16 INCH 11,1 mJ - 0 AND A MAXIMUM OF 8 FEET !2438 - 10-8d NAILS f PANELS SHALL BE ARECUT TO CO/ER THE GLAZED OPENINGS WITH ATTACHMENT \ FOUNDATION CLEARANCE FROM SLOPES HARDUARE PROVICED w 9. TABLE FROM SBCC - 1999 EDITION FIGURE 8403. 1.7. 1 ENDWALL STUDS GABLE ENDWALL BRACING (WFCM FIGURE 3.6a) 111 T, IY EXTERIOR OR BEARING WALL in TOP PLATES \ ENDWALL JOIS-.'i STUD � A NOTCH GREATER THAN BLOGKING� 50 e OF THE PLATE WIDTH / BLOCKING BORED HOLEMAX loa NAIL AT '_4" O G GI PSU`-I BOARD "Pc � [DIAMETER 509= 16 GAGE !0 054"1 AND 15" WIDE OF STUD 'iEPTH SECTION A-A METAL TIE ACROSS AND TO EACH 5/8" MIN. TO EDGE SIDE OF THE NOTCH WITH 0-16d NAILS EACH SIDE x 5/8" MIN. TO EDGE 'COD STRUCTDRAL PANEL In I LL FLOOR BRACING AT END BAPSILI IT- N4EL, IN ACCORD NGE 1Ll iy 9 Ed L P AT 3" O,C WITH NAILI W SGHECU_E C) NOTCH MUST NOT EXCEED TOP PLATES ALL PANEL ECGESI U rtABLE 31 WC=n HIL,--I a'ND EDIi�JW 40% OF STUD DEPTH T - (WFCM FIGURE 3,6b) 5d NAI'_ :T 1," DC -N ALL `° u � FRAMING MEMBERS NOT LT � � Iy 1� PINE PANEL EDGES U ! BORED HOLES SHALL NOT !a1 OUTSIDE CORNER DETAIL �— x BE LOCATED IN THE SAME 8d NAIL AT 4" O.C. LL GROSS SECTION OF CUT OR NOTCHIN STUD TOP PLATE FRAMING TO ,�ACCOM MODATE PIPING GYPSUM BOARD W o � � 5d NAIL AT 6" Q D _ 'ALL PANEL FD6E5) cN h" MAX, L NOTC141NG AND 50RED HOLE LIMITATIONS NAILS BASED ON LL SHEAR WALL REQUIRE"ENTS FOR INTERIOR NONBEARING WALLS WOOD STRUCTRAL PANEL —' INSTA_LED W ACCORDANCE 16d NAIL AT L" O.0 WITH NAILING SCHEDULE ENGINEER (WFCM 1995 SBC HIGH WIND EDITION, 3.4.3. 1. 1) NO GELING BLE WCFM HIGH WIND EDI ICN; CENTER 2. BLOCKING DIAPHRAGM I' REQUIRED ON SHEATHING .DINT 8o NAIL G- b" O.G ON AL_ � T" RAFTERS AND CEILING FRAMING MEMBERS AT PANE_ Y JOISTS OR AP-ROVED 15/32 WOOD STRUCTURAL PANEI-S EDGES AND °' - ROOF TRUSS 1f ON GABLE FACE AND ON WALL BELOW FRAMING MEMBERS NOT AT BASED ON SHEARWAL'_ REQUIREMENTS PANEL EDGES TOP PLATE- .b' INSIDE CORNER DETAIL ?' °' TOP PLATE. SECOND SIORI SEE DRILLING AMC GABLE ENDWALL BALLOON FRAMING O NOTCHING -ROVISONS ' EX7ERIOR CORNER FRAMING JOIST IS PERMIT-EG TO BE CUT OR NOTCHED PREFERRED METHOD JEFFREY T. BUTLER, P.E. TOP PLATES FLOOR JCIST- BETWEEN THESE LMITS WALL 5TUD- SEE DRILLING AND /////^\\\ SEE DRiUJNG GNG BOTTOM PLATE ` y NOTCHING PRO/ISIONE al NOTCHING PRO✓ISIONS WFCM SECTION 3.3.IJ I I/3 SPAN I/3 SPA ' WFCM SEDT ON JOIST ENDS TO BE 1- z STUD L BLOCKED AGAINST WAL_ WALL LL, O T ROTATION IN ACCORDANCE ROOF =RAMING- DOUBLE TOP PLATEc 4 JIAEL 4 4" to Z DIrH w=Gr 3.3.1.3-END RESTRAwW T Q7 � G- k5FOR BLOCKINAND 3,31.4 BRIDGING 080 1 \/ Z BORED HOLE MAX TOP SLATE BAND JOIST AND BRIDGING /'\ m LLI DIAMETER 40. OR BLOGKINv- SEE WFCM SECTION 3.3 J. -j- Q� (n (Y OF S'LD DEPTH BEARING IF PFIE = uos TYPICAL 21" CLEARANCE C t/1 0. 5/e" MIN. TO EDGE 3 ALL CONNECTORS ,-, CE=_N wsE HEADER w rc-rT ^F Q C) 5/8" MIN TO EDGE REQUIRED 4 A TN-1dV3 J LLI O 50-TOM SLATE /LA- J015T 3 IN. MIN LAVATORIES < ). Z � SHOWER BAND .015- WATER RT n7 "O-CL MUS' NOT EXCEED OR BLOCKING FULL LEND-F H Q () 7 IV 25T. OF STUD DEPTH HEADER STUDS WALL NO -IES SHALL NOT BE ,DIST WALL STUDS 5 OR Blp� 5 ,J.t,LL LOCATED 'N iMIDDLE ONE THIRD FILL HATE OF UD _EVGMV NOTE CRAWL SPACE = LO_E S BETWEEN -'C% AND 6O% SUB=LOOF2 JPLIFT !ONNECTION IS REQUIRED OR BASEMENT -_-_-- _ _ AT EACH END 0= HEADER AND 3 OF S',.G GEST- THEN SLC MwT BE -UB - BORED -10_ SHAL_ NOT EOUNGATIOh AT BOTTOM OF HEADER STUDS IN DO..BLE AND 'v0 MORE 'HAV 'LO I , ____ 5A-=_ 1 NbluPukt ADDITION To GONNEcroes AT =- vE0'VGN OF CJ OR CCE55 /E S'AS ARE DOLB_EL - GCj�NECt� WALL STUDS AND AT TOP AND 1 VOL.- N c AND SC BORED R�pUIRRT�i BOTTOM OF CRIPPLES 21" CLEAR?VCE :I' q A PLATFORM! FRAMING- INTERN MATE LB NOTCHING AND BORED HOLE LIMITATIONS BEARIN ; WALL FOR EXTERIOR WALLS AND BEARING WALLS TYPICAL WALL, FLOOR AND ROOF FRAMING TYPICAL FRAMING AND UPLIFT PAGE : WATER CLOS PER p / The design of Ihis elrec(ure Is based upon the prestuptive approach using (he GENERAL NOTES 120 MILE PER HOUR ZONE - NAILINr3 SCHEDULE Wood Frame Construction Manual, High WFCM I All work shall he pelouuned in accordance with all state, (TABLE 3.8 WFCM HIGH WIND EDITION) q t )published by The Anrencan Forest n)unmlpal, local zoning and building codes and ordinances ROOF SHEATHING ATTACHMENT REQUIREMENTS FOR WIND LOADS ALL Paper nal enment (19951 having jurisdiction and best standards of construction Non-etrucwral elements are basad upon The New York State Residential Code-January 21703 (110 MPH 3-SECOND GUST = 90 MPH FASTEST-MILE WIND SPF_ED fPEIR TABLE R3-1.2,1,3o) (TABLE 3.1, WFCM HIGH WIND EDITION) For the Climatic and Geographical Design Cn1elm, see Table R,301 2t 1)on cove, sheet precise All non-engmeared lumber to be Douglas Pr 42 or better The Anrencan Institute of Ar,,hileLNs Conditions shall apply STRUCTURAL SHEATHING MAXIMUM NAIL SPACING Wind Onartations-Section R301 2 1 (o all wide pedormed on rile project RENEWALL CATION STUD SPACING JOINT DESCRIPTION 2 The Contractor shall veil( all conditions at the elle An (SEE a OR PANEL SIDING FOR 8d COMMON NAILS ° ° NUMBER OF NAILS NAIL SPACING Design Criteria-Section R301 7 (Sen Table R.3191 7 1 2 for Wmd-Hama Debris Pmlechon y Y dNCHES C..C.J Fastening Schedule For Wood Structural Panels) discrepancies must be sought to the attention of the Engineer [SEE NOTE 3) INCHES hon R301 9 Puorto commencement of construction The Contractor shall be - 6-SEE 117E 3) ROOF FRAMING Dead Load-SeeR301 responsible for corrections not reported once he has started work DGE ZON 16 RAFTER TO TOP PLATE tTOE-NAILED) Lige L and Ventilation-Section 4 P 4-2d PER RAFTER Light and Ventlaton-Section R303 except for hidden Job conditions - 6 SEE NOTE .' Minimum Room Areas-Sec(Wn R304 3 Contractor shall guaranier la the Owner that all materials antl CEILING- JOIST TO -OP PLATE (TOE-NAILED) 4-Bd PER JOIST Ceding Helghl-,Section R305 equipment inrorpora(ed it th=work will be new, and (hat all work E b will be of nod quality INTERIOR I6 CEILING JOIST TO PARALLEL RAFTER [FACE-NAILED) 1brld m hr and Sn R308 of one year frothe alef the, (nal Cer and of Orel panty F A' SEE TLY'TE 9-I6d EACH LSP !oiler Bath and Shower Spaces-Serrr°n R,J07 Y CEIL'NG J0I5T LAPS OVER PARTITIONS ,FACE-NAILED) Glazing Section R308 4 rhe Engineer shall not be responsible for the construction means, 9-I6d EACH LSP E 4 ,5EE PIOTE 41 Garages and s ar e and dehon R309 methods, ns and Fes, sequencesit)No nc ploeedereh or for the salary L RAKE AND RAKE iRu55 COLLAR TIE TO RAFTER FACE-HAWED) 6-ad PER TIE Endlpency Escape and Rescue Openings Section 8310 precautions and proyrams m renntracto with the vmrl[,and he F E%IE-SeLAWIL R311 shall noL be,esponshla for the ronlieators(adore to cony on[ _ BLOCKING- TO RAFTER [TOE-NAILED) 2-did EACH END feelingsSectionR312 the wad, it accordance rohh the canstrudmn documents The E = NAIL SPACING AT PANEL EDGES IN., Edictal Section R313 Engineer shall nor bs Inspunsible for the arts or omissions by F = NAIL SPACING A- INTERMEDIATE SLPPOR'S IN -HE PANEL FIELD IN RIM BOARD 10 RAFTER (END-NAILED) '-I6d EACH END Stairways-Sechon R314 the contracts, No changoe shall be made m the cl cuseend WALL FRAMING Handrails-Section R315 and/or the budding as decisional without the expressed written I FOR ROOF SHEATHING WITHIN 4 FEET OF THE PERIMETER EDGE OF THE ROOF INCL--EvNC -I FEET O4 _ Guards-Section R316 consent of the Engmeer SIDE OF THE ROOF PEAK, THE -I FOOT PERIMETER EDGE .'.ONE ATTL1_[F,MENT R:NUIREMENTS SHALL BE USED TOP PLATE TO TOP PLATE (PACE-NAILED) 2-I6d [SEE NOTE I` PER FOOT Smoke Alarma-Sechon R317 5 The contractor and all sub(olo raclurs All maintain continuous Foam Plastic-Sechon R318 Insurance coverage Including statutory policies(Wodaef 2 TABULA-ED INCH O.G. NRAI_ SPACING TOP PLATES AT INTERSECTIONS (FACE-NAILED) 4-16d JOINTS - EACH SIDE Flame Spread and STroke-Section Part Compensation etc)and general liability in an mount not ASSUFIES 5HE4T-0VG "7TAG-IED TO RAFTER:Tri FRAMING MEMBERS WITH 630.49 FOR FRAM Nor MEMBERS WITH O 4"!5ST,49 THE NAI,_ SPACINGS SH._L_ BE SImpSee Strong-Tie Insulation Unit R320 less rage n anifire end amomobde liability heEn and damage STUD TO STUD (FACE-NAILED) __lad :' C.G. Dwelling IJmr Separation-Sectmn R321 °overage not less'than '32 nnlhun The Engineer shall be REDUCED TO 6 INCHES O.0 MT530 OR MT512 a named Wanted on any�und all policies. Moisture Vapor st DeciR-Seccil R322 6 Rallied 0025"allotment once shields overohrous �� -ABULATED 6 INCH O.0 NAIL SPACING ASS'JPIE5 SHFATHI,G A-TACKED TO RAFTER'TRLSe PRL HIPS AT EACH ROOF RAFTER HEADER TO HEADER !PAGE-NAILED) 16d 16" O C. ALONG EDGES Protection Against Decay-Section R323 ' TOP OR BOTTOM PLATE TO STLID iEND-NAILED) Protection Againat Termites-Sechon R324 Insulation at all bel asetel sills YEMBER5 WITH G)O 49 FOR FRA^11NG- t-IEMBERS WITH O-l'=•!=L0.13 THE NAI_ SPAGIPIGS SPI_.L._ BE USE 8-16d NAILS AT -I6d PER 2x4 STUG Site Addles-Section R325 7 All woad In "°mast'IIt" mnUele or masoW y to ha Wotnan¢ed REDc FD TO 4 NICHES O.C. 3-I6d PER 'x6 STUD EACH END Accessibility-Section R32fi ur pressure restated _ I!: Flood Resistant Construction Secbnn R327 8 e single ntahrnl smolo:rcra an i alarm device shall be, ided p d 4. MBERS T IT 4 'NCH , C NAIL FRAMING MEMBERS SSI-EATHD,G A TLCNED TC RA=i ER TRL:.S =R.:MIIYS 1 p I-_ p q p- p 4-I6d PER 2r5 STUG 9 All boedroom omswilnall doorsand shadows all be mronnedell pervade MEMBERS WITH GSO 49. FOR FRAT-IING MEMp ERS WITH O 4RG?C 43 NE NAI,- SFACINWS SH-LL BE STUD To Roel- R/-ir1�TEl\ FoundationsClcoral A 9 All bathrooms wllhoul spa,,ILle windows to be meclvanrcally ventlaled RECUCED TO 3 NICHES O C 'ij) BOTTOM PLATE TO FLOOR JOIST, BANDJOIST, ENDJOIST OR BLOCKING !FACE-NAILED) 2-I6d (5EE NOTE 2 PER FOOT Design based upon presumptive load hearing values of sandy gravel andulr gravel at 3000 peuntls as per New York Slate Code CONNECTION per square fool Contractor to consul!Engineer d different esti marginals are laimd upon exrevahnq I0 Hearing to be de,ggned lu provide 70 degrees F with Leader FLOOR FRAMING oI test hula.for alternative fooling and E foundation sneeri coif))design designed aintainperatulc or 0 degrees F and 15 MPH wand 1 All clerical wart, to acne.,coonianc, to rhe rules and JOIST TO SILL, TOP PLATE OR GIRDER TTOE-NAILED) -r_Ed PER J0157 Foundation Notes reguletons of the N Y H F U antl a N Y B F U certfica@ W SlmpSon Strong-1 its BRIDGING- TO JOIST ITOE-NAILED) 2-ed EACH END rr,"Anchor Bolts (SETS 28)See chart an this sheet fa, spacing to be pmsented to The Ovunar dt rhe completion of tireloh MTSL - 16' O.0 B"poured concrete foundation well, e'0"high,3noU4 test 12 PlumbmO Installation o cmnpl,wall State and Local codec BLOCKING- TO JOIST TTOE-NAILED) ]-Bd EACH END Mmlmenl depth-Sechon 403 1 4, 48"reinanum coverage to tap affected and the sewage disposal system to meal Health Department standards USE 4-8d NAILS _ 16"x 8"poured concrete wall features, 30006 test 1.3 Do not scala drawslgs Use future dimensions only AT EACH STUD BLOCKING TO SILL OR TOP PLATE (TOE NAILED) 3-I66 EACH BLOCK 2-1 ':; x 11 7/8"MI°olam Garde, (or 3 ',,'x 11 7/8' Power Bean, 14 All work In conform ru rhe,Ub=, and regulations of the New Park LEDGER STRIP TO BEAM (PAGE-NAILED) 3-I6d 4"poured nuns ate, nd Oool slab with 6A6x410 mash avapor Name! Energy Conservation Cnnsrlw hon Code All glared area to ha deuhle � EACH JOIST Damp proofing at exterior foundation below grade-Sechon R406 glazed and all censor doors to have insulated cores 3P'x 90 x 12"deep poured sondem column foorrys, 8000N les! 15 The InsWarmo pmlocllnn ss red, lied nn these plans e:tre-d9 ,u JOIST ON LEDGER TO BEAM (TOE-NAILED) 3-8d PER JOIST rhe Code's mnnmum Bland.."nJs h Deck and parch Predicts as noted 3DO04 real 18" minamwn owned depth , BAND JOIST TO JOIST (END-NAILED) 5-I6d Foundation wall to extend a mmunmm of 8' above fit cache 16 These drawings and onsite dans ale mshumenls o1 servire antl - o shall iamaul aha ro ed ,r (he Cn m ° PER .,OIST All footings to be nanae(I down to undislw bed soil J P P 9 9 nor whether the pl oleo Tor BAND JOIST TO SILL OR TOP PLATE (TOE-NAILED) 2FGd TSEE NOTE I I PER FOOT No footing shall be set higherthan a 30 degles angio Font any nrhe, footing whmh they ale mads I,e,Ao lH I o, not They Troy not he used Pour no concrete on recoil groemd o, u, kneeing weather on any error project sxcep, by :Austen authorization of the Engines, \ ROOF SHEATHING Provide 3 '.A'steel Elly columns 17 The engineer has nor been retained Tor site supenns,uu onsite In s ag STRUCTURAL PANELS BacklJl srospochres and codifl[ahwls as required or requested by the owner 'e hall nil he plarerl amsl he walln tutil lir- .vnll ha., ultraent std englh nnrl h.Is been 3contractor uI local bwldra x ad iSEE TABLE .a) anchored fe the fluor above, or has wean seffiuently blared to prevent dentege 1 uec-ilment DIAGONAL BOARD SHEATHING by the backldl (Sechon Rdn4 1 71 e UPLIFT- CONTINUOUS PA I I I CONNELTORS "x6" OR I'S<B" ]-ad PER SUPPORT Floors-WFCM Prescn Ireland Malhod Q a Floor lramml hell be nailed m alccor[lance` USE O PSON STRONG SE IE CONNECTORS //�� ]s with ladle 3 I WFCM HIGH WIND EDITION "xl0" OR WIDER 3-Bd PER 9UPPOR- Dral[stopping-Sechon RSU2 12 FOLLOW PRODUCT SELECTION GUIDE AND Freblock,ng-Sechon R502 13 INSTALLATION MANUAL FUR HIGH WIND RESISTANT 0 ¢ CEILING SHEATHING- CONSTRUcn oPl c4TALI n_ hHw02 -door Consti urhon ANCHOR ROI T.S IM FjI IIVDATION USE ° GYPSUM WALLBOARD 5d GCOI_ERS 1' �l O - "OSB plywaoc dubtias,fasten gel l call, WFCM LTP4 - 6" O,C Flom joists See j-aundarrnn and Flno, Elton spamng ,s elt ed SSTH28 WITH HEARPA, PI ATE SEE FOUNDAI ION j WALL SHEATHING- Fasten par Too, 3 1 WFCM NOTES FOR SPANIEL, AT EXTERIOR V - PERIMITER AND STRUCTURAL PANELS 2-2x8 GCA sill with termini shield and sill seal Sim 5cn Strcnc-i ie Bd , Flnlsll pears erereament SILL PLA FE 10 RIM JOTS! ILSE p PREBOARD PANELS p ) LTP4 16"O C Ar ENTLIUOR PERIMETER GARAGE/HOUSE MSFA36 - 6" O CAND GARAGEITIIOUSE COMMON WALL COeR`ION WALL r USE 4-8d NAILS COning andn-WFCM Pmdu o alli Malhod USE 4 8d NAILS AT EACH LND USE 4-8d NAILSG Wall(raining and hnishmy shall bis nailed and ¢r sacwetl in aceoldaTae Nllh AT EACH STUDQTable 31 WFCM AT EACH END �25/32" Bd D 1x6 Prue fades wrap GARAGE STUD r0 G WALL SILL PLATE USE , GYPSUM WALLBOARD Overhangs ae noted SSP CONNECTOR AT t6" O C � 0 Sd COOLERS ," EDGE IG' I Vinyl vented soffits USE 48d NAILS AT EA,,H END SILL PLATE TO RIM JOIST AND FLOOR FLOOR PO FLOOR CONNECTIONS � ° � N HARDBOARD 8d ,5EE TABLE 3.91 AlumgSeeElterxantllgiaders RIM JOTSFTOSTUDCONNC(.TIONUSF RIM JOIST To STUD CONNECTION Siding Sod owiap and c PARTICLEBOARD PANELS ed ,SEE TABLE 3.9) Tyvek E Adsorbing USE 4 8d NAMTS 12 16 ILS AT FACT IED ---� P USE die lR e dee in Klgrm[a schatlule, Tabled WFCM DIAGONAL BOARD SHEATHING- 2x4 Studs ¢ 16'e r with Ze4 shine- �f E) on W end douhlgi 2x4 plata FLOOR 1 O FLOOR CONNECTION USE T x4 P Oyypem wall board S OCR WIDER 2-Cd PER SUPPORT VISTA 3b i6"O C xB 5/e"Type X NINE E t gens LISP 4 3d NAILS AT EMA, L NO Ix 6 r - -i � t MR Gne m war ideas 2" SPA-.ING—' � _ BLOCKING AT 13 W m Z W I"xl0" ER 3-Bd PER SU=-PORT A!least one wmd)w in each sleepmq room shall col holy wall the exn reywre,nenis of section H310 FOR CANTILL=VER I,IIIVDITI0IJ USE MTS 12, 1G" IT ( I/ (' USE 4 ed N7VLSAt EACH LND 24" O,G, ALLOW, FLOOR SHEATHING Note dnpmg and notching hragessn s In figure 8602 F� 1)tnrheanng walls .ALLOWS �f\ \ �1 O��}T ant figure R602 6(2)for non-bearing wallst---z! (y RAFTER TO STUD CONN[, I ION USE HOI_DDOWN -IOLDDOWN O 0) STRUCTURAL PANELS Follow dxtenol corner Training rlellal Ionic 8602 Ig i PITS 12, LAC IT ROOF RAFTER INSTALLATION 51DEWA_L CUD INSTALLATION (L m I" OR LESS adr Mslred USE 8 I6e NAILS AT A,1cAH FND 6' -cGG-E : Y FIE_G Rnnf Assemblies - WFCM Prescnl dmr 1F I AD H GREATER THAN I" EGGE o" Asphalt stop shngtles shall have n nvn,nwnl F ELD Un lerlaymanr apptcahon (Section R90SO 7j of sxp3 fas'leners per shmgla (section 8905 61 'Oil RAF TER To DGO B,V TPP. CONNEC ION USE Simo Simpson Strong-"fie \ o' , — o Por roof slopes of iwo(2)units vartccj IN twelver 12) rillshorrzon1520 USE BGE a IN ml (17 percent depe) AT EACH ROOF RAFIN LACE END MTSI2 C-ND.IIALL GIAGONAL BOARD SHEATHING tip in INFH)units vertical in twelve(12)units breach of r33-percent stripe), undellayment AT EACH STUG NCLDDOWN ° LU LU ( 1 > pp g pay ) p (PHD51 ° ° -CORNER STUD ° OR I'S<E" :-ad PER SUPPORT shall be two 2 layers applied ,n rine Tollowvi ma ins- A a T9 Inch 483 nim strip of DECK POST TO CnNCREl6 CONNECTION USE i un e eyrnenl felt parallel with and stadmg at the eaaas fastened suffivan[ly to hold m place PBS41A FOP, EACH LOST USE 14- 16d NAILS � � CONNECTED TO "xl0" OR WIDER alle- at the cBI, 19 I 3fi-inch-wide and AS ENGINEER: 3-ed PER SUPPORT 0 Pp Y � ( i mm)sheets of mlUehaymcnt overlapping ° TRANSFER SHEAR ° ° successive sheets 19 orches varmm1 and fastened sufficiently to hold m place DECK POST TO GIRDER CINNNECTION USE I NAILING- RECWREIYENT5 ARE BASED ON WALL SHEATHING NAnFD S' CN-CENTER AT THE PANEL EDGE i= [LAI' oH-Aboura 5 N?V2 3 ON-:ENTER A- -HE PANEL C-EGE For(Oaf slopes Of felt (4)IIMIS VP.r(Ica 191rVe VC( 2) Illus O - PC44FOREACHPOSI o 2-I6d COMMON � i0 OBTAIN HIGHER SHEAR CAPACITIES NAILING 4EOWREMEhTS FOR aT4LQeRAL MEMBERS SHALL BE GCe2_Ei TE ALrERN4TE CC"N-CTC 25 5J=H <c SHE.'•R F�GTES O -43 t _ 1 .-ALL BE USED TO MAINTAIN THE LEAD PATH !'e PTnrECban ($Eche!! R 9l7$2] ) a ° NAILS AT O" n,C jY� '� \I Z Undedayment In High wind (Sechon H 90S 27 21 GIRDER TO DFCK JOIST CONNECTION USE D Pf-DE T LMETI WALT- AGEATHrviG Id Cpn,iIPWOFS O/ER GONNECTEC MEMBERS P.1E TABwL4TEG LJnSER IISILS EI-A__ u= FERrI"IED -S 0=_ a.-CV°ED A- r-AF F_,-" Flashing (Sertual R 905 2 B, MT512 se EACH ,j jK f AD Chimney's and Firespaces-Chapter 10 "-2-I6d COMMON B /-CORNER STLID GIRDER TO DELI(JOIST [J)NNECTION USE ° Energy Efficiency Chapter i l see Allanherl Iepotr o CONNECTED TO Mechanmal-Chapler 12 MTSI2 f(u EACIi !01St o hIAILS A9 6" O C. General and Cooling Systems Chate, hart 13 /� A "FRANSFER SI-EAR 'zT Heating and Cooing Epter 15 l-Chapter 14 PORCH POST 14 DW USf (TABLE 3.2AWFGM HIGH WIND EDITION) Exhaust Syatems-Chapter l$ 2-AC1 USE u- I6d NAILS .� SILL OR BOTTOM PLATE TO FOUNDATION ANCHOR BOLT CONNECTIONS RESISTING LATERAL < SHEAR LOADS Duct systems-chapter Is COACH POST f0 GIDDEF USF 2 ACT �� Combustion Aur Chapter 17 FOUNDATION BRACING WALL PERIMETER MAXIMUM ANCHOR BOLT SPACING- Chimneys Vents Cha Nal Ie USE 14heldNAILS ANCHOR BOLT CONNECTION Y P \ / ,.EFFREY T. BUTLER, Fe E, SUPPORTING- EDGE NAIL SPACING fIIN (1/2' ANCHOR BOLTS) Plumbing-ParrVll \ 3/4" MINIMUM PORCH ROOF RAF ALL IU GIRDER USE FLOOR TO FLOOR CONNECTIONS-- MTS 12 AT EACH ROOT RAFTER �T 51__ PLATE -O FOUNDATION STORI 46 EDGE DISTANCE CANTILEVER CONDITION (GRAILL SPACE OR BAs=_IhENT) 2 STORIES AL- EF HOLD DOWN BRACKETS AT SHEAR WALL CORNERS, .� STORIES 15 �- -- F- 'I �l1ALL 60-TOM PLATE TO FOJNDATION � �� AND WINDOW AND DOOR OPENINGS SLAB-G`GRADE) I-) 5T0RIE5 IWFCM FIGURE 3. Ia .4,-Ib) z Simpson Strong-Tie 3 (� NOTE MAX 12 FROM EACH CORNER AND EACH 5PL'CT E PROVIDE BEARIIG PLATE B` S'M�SON SEE DEAIL ° 0210 2X6 � � 7 I 4 �e AT EACH RAFTER 5lmpsrn Strcnc-TIe 1e 4-IOd A I IYA' (TABLE 3.9 WFCM NIGH WIND d EDITION) AC4 r WALL SHEATHING ATTACHMENT REQUIREMENTS FOR WIND LOADS AT EACH POST NOTE F_ cH (120 MPH 3-5ECOND GUST = 100 MPH FASTEST-MILE WIND SPEED [PR ER TABLE 3-LATTACH LEDGER TO FRAMING MEMBER R'DGE TENS ON STRAP 2.1.3]> SEE PLAN WITH 2-1/2' X 5" LAG BOLTS Al I6" 5=o USE B-Bd NA LS < _ SHEATHING LOCATION STUD SPACING STRUCTURAL SHEATHING MAXIMUM NAIL SPACING- ON CENTER �INFACT- =_`4D=_`4DU ^ a- Q ,SEE NOTE (INCHES O C > OR PANEL 51DING FOR 8d COMMON NAILS ° a� CH ROOF RATTER )5EE NOTE 3) `11'CHES, CC A QG LU Z 4' EDGE ZONE 16 6 ° 6 ° �S,mroon Strong-fle ® 4-1 F '2 iSEE NOTE 2) J U210 2X6 a AT EACH CEILING JOIST NTER10R dCNE 16 E 6 d j 4-10d x I 'J2° FA- TER T _ V _ _c NG � �ER"ti = 5, .,RB it --lE -4`1E- F_: 7of 7� 2" MINIMUM ® A Slm son Stron fIe__ -�EE`er _ =O� `DG-` ZGn51DECO/ER ✓ U2102X6 g /, AT EACH DF_CI</PORCH JOIST PIUC-E BE-`IPBp44n 5trcng'�Ie , P 4-IOd x 1 I!2°— ___ Eo _ t_ _ _ =_- AT EACH PCST FOC flf.jG Simpson Strcng--ie__--_ _ ssBae urrH BFTYPICAL PORCH/DEC{rRID xE TENSION STRAP DE GAIL _ _ _ PORCH COLUMN CONNECTION", ANCHOR BOLT DETAIL. LEDGER CONNECTIONS 7777 ------ _� - - --- - == -— =- - - - - TABLE 8301.4 DE51CzN CRITERIA •TFAESE PLAN5 ARE INCOMPLETE WITHOUT DETAIL S4-IEETS (ADDENDUM TO DRAWING SET)- °PEN'NG STRUCTURAL PANELS WOOD STRUCTURAL PANELS PER5UANT TO 1609 1.4, SEE MINIMUM UNIFORMLY DISTRIBUTED LOADS (PSI) WIND SUBJECT TO DAMAGE FROM WINTER ICE SH1EL0 FASTENING SCHEDULE ON USE/ DETAIL SHEET IN THIP SET GROUND SEISMIC FROST DESIGN UNDERLAYt-ENT FLOOD LIVE DEAD ROOF UPLIFT LOAD WALL SHEATHING OCGUPANCI HEIGHT FIRE AREA TYPE OF USE LIVE LOAD SNOW SPEED EXPOSURE DESIGN LINE EXTERIOR BALCONIES 60 LOAD (I'iPHJ GATAGORY CATAGORY WEATHERING DEPTH TERMITE DECAY TEMP REQUIRED HAZARDS LOAD LOAD SUCTION LDAD CLASSIFICATION CONSTRUCTION DECKS 40 MODERATE SLIGHT TO FROM 1998 PERIMITER EDGE ZONE = 33.2 peF EDGE ZONE - 25.6 peF FIRST FLOOR = 1232 SOFT, T SEE DETAIL SHEET FOR PASSENGER VEHICLE GARAGES 50 <5 par 120 B G SEVERE 4tl" TO HEAVY MODERATE II YES FIRM MAPS 40 peF 20 per INTERIOR ZONE 26.6 per INTERIOR ZONE = 18.9 peF R-3 29C SECOND FLOOR = 1626 SOFT `PE J NIGH WIND CONNECTION REOU IREMENT5 ATTICS WITHOUT STORAGE 10 ATTICS WITH STORAGE 20 ROOMS OTHER THAN SLEEPING ROOMS 40 S =RCPasEc E.IsnNG SLEEPING ROOMS 30 STAIRS 40 GUARDRAILS AND HANDRAILS 200 s L 12 13 D D s /ASFHALT ROOF SHINGLES i,F 1X6 F�SJA R_KE BTm I'1ATCF EX STING / 5F'4pNG- CROWN V III rr J /CED2R 61C ISG i�,Y� D _ YIAT"t- EJ(5 rI II I� D , a . 4 _ ql IER BC[ - - D DII' CDII a II ID� �D.D ti occRs �Nr •oLs IIILLL—LD"--IIILLL.. 11 I 1- i I_ II-- � - - �00, ID] E - - X O UJ = LL I U f- i i I ' , I i _ _ ___________J _ — , O I ----------------------- _______�_ ______________ -- ___-_ -_. - -_______ .___ __ _______ _ ._____ i— — m I IV 00 ------------------------------------------------------------------------------------------- 12 x RICsI-IT ELEVATION FRONT ELl=1/ATION W S.OPe CF �LBM'TTA- 0 D 4) ROP05=_c SECONUI STOR, AODITCN ILI _ C'/FR GARASF ACG'CA TC BE A FAIL` Lu Q N ROM WITi-I ACLACE ' FULL EA-L STAIR5 TO SPACF PELOU ANC ACCESS FROM D- m ADeOINING EFGRCO' S JUL u- UNDERWRITERSr«I KATE W REQUIRED PLUMB'NIr, 90 ALL PLUMBING /v4 EEN 8 WATER LINES v6:D O TESTING BEFORE COVERING of NEivi L UMBER CER TIFICA TION �r x LEAD CONTENT BEFORE * r� C RTIFICATEOFOCCLIPANCY 90 OLDER USED IN WATER AS-Hd T OF 3y�N126 PPLY SYSTEM CALNNOT EAa 6ThG� EXCEED 2/10 OF 7 qa LEAD. F_JSH A_� R/lCF iN EKO-'"➢CN _ HD _ ---- ALL CONcT4lIC*InNI c4ALL JEFFRE) T. BLTLER, P.E. r EET ,L ,T iIr11; I s �pTHE Di — i- I III I I IL .� li IDI( .11 IID DiI, CODES cru Vlvrvn o1AT E. ° � 1I L I + I f �'1 /cec.. sS oN�s� II J I O O IDD _ WI11 OCCUPANCY OR ir I' USE IS '-JNLA1,A, �IJL 0 0 I, WITHCN, ii - r_ .i , 00 z OF 0m z = Q 0 w __,�— FeaPe6Fo ..IFS 0 LL X W J O _ 0 0 F.,sr.N_ �INcQy�_i�R APPROVED AS NOTED p �E DATE: s J B.P.M 0 N- - D ' t` u _=� F + -F 11 1 FEE: �� BY: �' u. o _= + + it NOTIFY BUILDING DEPARTMENT AT n' + + i _!4 I �T 7fi5-1802 8A TO 4P FOR THE �2 FOLLOWING INSPECTIONS: ;' - 1 II 1. FOUNDATION - TWO REQUIRED 11 1 1 OR POURED CONCRETE L 2. UCH - FRAMING & PLUMBING NSUL T4914- 4. FINAL - CONSTRUCTION MUST BE COMPLETE FOR C.O. i � ALL CONSTRUCTION SHALL MEET E r ___ __ _____ ____ _____ - - __ - ------ P TTTTFFFF�IIII PURSUANT SECTION RUNG REQUIREMENTS OF THE CODES OF PURSUANT TO SECTION 45-10C •• YORK STATE. NOT RESPONSIBLE F R � !� ---- ------ - --- --------- ----"- ----- - -- ---- -- - - COPIE -- DESIGN OR CONSTRUCTION ERR - ------------------- --------------------f'- ----------------------------------------------------;--------------------,---- ----------------------------- --- ------ -- ------------------- ----------- LEFT SIDE ELEVATION CERTIFICATION OF 1 of 3 REAR ELEVATION NAILING & CONNECTIONS FLOOD ZONE REQUIRED, c;oMpLy WITH-CH PTER"46T _ FLOOD DAMAGE PREVENTION 71' 0" 30' 6" 14' 0" 8' 6" 18101. F'EX16TING L LEGEND 8" P.C. WALL TO REMAIN r No I6' 6" 14'0 Ll " z � r m � 11r PROPOSED e" 8" WALLPROPOSED 8" P.G. WALL ON ON 16" WIDE X E" THICK ATO EXI AND BOND T 9 P.0 FOOTING NEW TO EXISTING WIT� T. '� " r " 16° X 8" P.C, FOOTING BARS, ?" O.C. VERT. r ______________ I o e v - a v -• - a ------------------------------- , r -------------- -----------------------------------------' � � r PROPOSED CRAWLS ACE r _____ ----- ------ _------- -------------------- __- ----- ,_-______ ___________________ F'LL IN EXISTING PROVIDE 36" X ?4" r r r r , r r , , FOUNDATION DR rP OPENING TO NEW CS Qd. r -------------- /EXISTING F J N ' EXI57fN6 p J CO"PAGTED FILL " 7 XI z EXISTING 16" X 9 rf r a C-uW R ON 24 x 6 PEFOOTING, TYPEXISTING UNEXCAVATED GARAGE u '? --- r r r STING F J r r r l r r r EXEITING CRAWL SPACE —� +�5TING GIRDER------EXISTING G RIDER QI r ZI XI X W ---- I r r r I r r r r r ' r r • - __ -- ' � � r r r r -------------------------------------- ----------- z I r X r r r r K ' EXISTING FOUNDATION WALL, TIP � � ' ' W r , , r , --------------------- r ----------------------------------- i n ______________________________________________ n, LL 4 FOUNDATION PLAN w o © m coN111 li" co N- y Fh' N'n" S x 00 In Z w EfIErIrv� fY " �^ U 00E ESr1 RJ LL LL El,ETrv; �II,Tr.1 w =r4R "I=_.. 2r,10 w ^ _ ICE �-_.n uor< R V R I E EXISTING ' WALL I '] V WALL LEGEND DINING ROOM ENGINEER. U _R 5r,I CCOR EXISTING- N d srE�s - sRac=_ rc �'c' cLG. NGT ee RB ' EE FRAME U E,rIsrl EXISTING o MECH, RM. w,�pCy-C W j II. J=Ewu6 F'nfLH NU h BE RE-, E. Efeane EXISTING 2x6 WALL TO REMAIN \ =i9 sFaeeLE lrv¢ Fnlrvr -� fi 5'0" 0.G. -IG*. - LIVING ROO"5 z=ErvI', 4-GH EXISTING Y m c,rE sE.,r- ._nC �..Ivr j LL COVERED PORCH z 5/6" C GWB PER CO E r- EXISTING 2X4 WALL TO REMAIN - a X :n U 111 " 11 z EXISTING 5-:X4 POST PANTRY EXISTING F J AROPOSED 2X6 WALL N Ial n / l EkISTING C J T XHI 9'O" CLC_ ti3T �� _ }I 3r4' X II l:9" V/L 112-1 JEFFREY T. BUTLER, P,E. L � p S O O - 9'0" CLILG. 4GT -- i O X X IllALLS .INC 'L'NG m Iv ° J z 10 ExISTINJG 11 2 CAR GAR GE !'11" 11 Z X 526 F,! GWB ON 4 a , Fwsr. �- ZO p t I — - re Y X O O PER GdDE '"�^ -- ---- -- -�-- `� O o U r CLO. EXISTING a K x - lull LAUNDR7 = Q 0 W E'C' C_n NGT I LL Cc w OPEN TO U EXISTING OPEN °ABOVE 11 W J O KITCHEN EXIS'ING T „ ® 3'o' cLG NST STUDl d vIs-n3 �- ._ V7 __________ _____ CCuhe cF FR^F n5c,E _________________________ v 1 ci o n r FIRST FLOOR PLANIf R P N ° E„srI” nrvc - Ir,. CLG r O ` LIV'NG- AREA = 1232 SQ. FT. cil 3 GARAGE AREA = 484 SQ FT sTEcs TI <R:.pE u 51'IPKE DETECORG �i JF BalsPns e<ur✓�, IN ERCONNECI =ER CC'vE 2 of 3 71'0" 30'(i' 14'11" R' B" ❑'"", .I' IIP, 14' V 10, r, 3'9" NOE: EXISTING ROOF TO EE ;------}------------------------ ---------------------------------------------------------- RE ---- -------------------I----------- RE OVED AND REFRAMED w PLATE EXISTING 2B4 EXISTING I ------------------ ' EXISTING I LO AT 14:12 PITCH m � I 1 P O O E S E O N n e th ITY LIGHT 4 VENTILATION SCHEDULE: 3 RAILZ O we EXISTING X LIGHTING LIGHTING VENTILATION VENTILATION I' " \' �,A, PER CODE 9 \ / I lXil FLOOR AREA OPENING PROTECTION BY o ROOM PROVIDED REQUIRED PROVIDED REOUIRED WOOD STRUCTURAL PANELS \ O \ f50 FT.) (60.FT.J l50.F i.J l50.F''.1 lSO.FTJ PERSUANT TO 1609.1.4, SEE U U 7 0 �A9P VEG� \ U O GOV ED i FASTENING SCHEDULE ON _ PROPOSED LUE s \ - FIRST FLOOR DETAIL SHEET IN THIS SET S ~, p_ R=F.1 SERC EPRANLF 5AT14 - P GLSB NNi FIREPLSCEc r/(,�'— Em `\` CLGI' _ _ RwE?RTo _CCE n P_ J' INC in AI EXIST zo =R ah TO REMAIN SEE DETAIL SHEET FOR =Ru.of GREs-nw,urAx=_ n �1_A cr a PER .ccE I S .ER'FT S,zF LIVING/FXMILT' RM. , HIGH WIND CONNECTION w a, m G 2 2';" u REQUIREMENT5 X % d ,\.�"/ SO" CLG*HGT. X MASTER SECOND FLOOR U 9 BEDROOM \, I / PROP W 1- I CLO. 1GLO.I l/" I"I FAMILY ROOM e=31 54.02 50 96 2e 15 25 48 O a T 2'fig_ B'O" CLS HGT a 2X10 RIDGE W W RR31oLLI Mwtvum opem,g are An a ergency eeupe end r .cue U OT 0 opening. .neu neve a mimm,m net deer opening or s T .que a reel 10 530 _ U ]w0 RIOGE — _ _ _ — _ _ _ _ _ _ ]x,a RIOGS O EXISTING my O - EXCEFTION Grade r'co. oeenln,. shall Fevc n mInIn— net no. IIS U , '� RAIL PER COBE '/� er s e reel •o+6s inn O T fel O U PROPOSED PROPOSED 0 open,,, W.mr U Z -s z :o a -------- BEDROOM RR310I] 1'llnlmum apening Mlyh.. The minlmam net c e open g hegh. FAMILY ROOT" - A ehell oe 24 Inch.. 1610 —1 W V N B O" CLG. 1IGT = _ WyC, 3 5'O" CLG HGT i rq RR3'0 3 Mlnlmum ope:ning width The mlnlmvm net c,ee opening yld1h - m s OPEN TO / Ht .Melt oe 20 Incne. 1508 mmT - I \ e m Q'I m Q /' `\ BELOW RR3b.L4 0pereuonel conebamin Emergency .... .sane "% �' / openmg. .heu be opewuonm nom the r.me or e1..e oobtIII, r o-,e VERIFY ALL ROUGH OPENINGS WITH MANUFAGTURER CANDER5ENJ I I \` WINDOWS ARE TO MEET DESIGN PRESSURE OF 40 PSI -- ____ =846 2ea6 2ea6 /EXISTING ExI�rING Ex15TING� /" ALIGN '- ------------------------------------------------------- AND ----------_-_--- -'----------- ' ______ ___________ AND TO HAVE A U VALUE OF .34 'ICN WITH ALIGN WITH ALIGN WITH 1 COvERED WINDOW BELOW WINDOW BELOW DOOR BELOW / PORCH Er15T'NG EXISTING , W PRODUCT CODE SIZE SHUTTER SIZE TYPE COUNT COMMENTS ADJusr off TO - - - - -- - - - - - - - (�, SALIGN WITH EXISTING ECOND FLOOR PLAN EXISTING FASCIA x X Ex STING LIVING AREA m 5S2 SQ, FT. P IIOPOSED ADDITIONAL LIVING AREA = 134 SQ, FT. W LLI= LL X 2' B" WINDOW 4 6" WINDOW MEETS EGRESS CODE ' 2846 6' O" X 2'O' 6, S" 'I HOKE DETECTOR r r 3046-2 1' 8 1/2" x 4' II T/B" 2' 2" X 5' I''TERcoNNEcr PER CODE 311'6" � � w � 71'0' } 0 Q W M wzm Lu o � a m LL LL W ]x10 RIDGE 2X8 RAPERS I/2" cox SHEATHING EN I ER 12 ATTIC Ism FELT 515 AS. ROOF SHINGLES 2X4 C T s 32" O C CONT R DGE VEN' R-30 INSULATION TOP OF PLATE R GWB I'0' OH �J PROPOSED W.I.C. PROP PROP BATH VINYL VENTED o 50FPIT JEFFREY T. BUTLER, P.E. HALLWA V m r O 6UBFLOOR — - - — -OP OF SUBFLOOR EXISTING 2x10 — - -- TOP OF CEILING 2O71 R-19 U 518" F G GWB Oh WALLS INSULATION O 'T ANG CEILING PER CODE O u ~ C) z PROPOSED 3-I 2-I� 5P Q ir z a a pw m O LL Im EXISTING GARAGW J O E O �i R-I9 d O r, NSJLATION v a - - --TOP OF SUBFLOOR EX15T N5 4ELAB -OP OF FOUNDA_ION 0 ECO z t t e t Iy U - '.. CONN _ •,. P17SH GRACE EX,STING -ND i, r, AWA" FRO' FOHNCATION � M -- - - -OP CF FOO-Ih5 SECTION A-A PROPGSEC S' P G LA__ 0. PAGE ,. 3 of 3 FACE OF FOOTING 2x4 CONTINUOUS LATERAL BRACE AT 6' O.C. TABLE 1609.1.4 WIND-BORNE DEBRIS PROTECTION FASTENING SCHEDULE TRU55 OR CEILING J015T FOR WOOD STRUCTURAL PANELS 2-I0d NAILS GABLE END TRUSS FASTENER SPACING I 2 FEET 4 FEET 6 FEET 41 m PANEL SPAN S PANEL SPAN < PANEL SPAN < PANEL SPAN FASTENER TYPE < 2 FEET < 4 FEET < 6 FEET < 8 FEET � N I LL 2 I/2" •6 /. WOOD SCREWS 12" 9" a W NAILS 2 I/2" •8 I6" 16" I6" 12" NAILS WOOD SCREWS LL THIS TABLE BASED ON A MAXIMUM WIND SPEED (3 SECOND GUST) OF 130 MPH AND HB BUT NEED NOT H EXCEED 40 FT, MAX. 5d COOLER NAILS AT 10° O.C. MEAN ROOF HEIGHT OF 33 FEET OR LESS. 2"x4" BLOCK NAILED TO EACH b FASTENERS SHALL BE INSTALLED AT OPPOSING ENDS OF THE WOOD STRUCTURAL PANEL BRACE WITH 4-I0d NAILS c. NAILS SHALL BE IOd COMMON OR I2d BOX NAILS. H/2 BUT NEED NOT EXCEED 15 FT, MAX. GYPSUM BOARD d. WHERE SCREWS ARE ATTACHED TO MASONRY OR MASONRY/STUGGO, THEY SHALL BE ATTACHED UTILIZING VIBRATION-RESISTANT ANCHORS HAVING A MINIMUM 5d COOLER NAILS AT l" O.G. WITHDRAWAL CAPACITY OF 49O POUNDS. 20 GAUGE STRAP e. WOOD STRUCTURAL PANELS SHALL HAVE A MINIMUM THICKNESS OF 1/16 INCH (II.I ml < AND A MAXIMUM OF 6 FEET (2438 TT). m 10-8d NAILS f PANELS SHALL BE PRECUT TO COVER THE GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED. FOUNDATION CLEARANCE FROM SLOPES q. TABLE FROM SBCCI - 1995 EDITION, FIGURE R403. 1,11 ENDWALL STUDS GABLE ENDWALL BRACING (WFGM FIGURE 3,6a) o w w a z EXTERIOR OR BEARING WALL N TOP PLATES ENDWALL----_. JOIST 1111PE 4 ASTUD NOTCH GREATER THAN BLOGKINSOR OF THE PLATE WIDTH BORED HOLE MAX BLOCKING 16d NAIL AT 24" O.G. GYPSUM BOARDt� j•DIAMETER 60% \16 GAGE l0.05d") AND 5" WIDE SECTION A-A0— OF STUD DEPTH METAL TIE ACROSS AND TO EACH 5/e" MIN. TO EDGE NAILS EACH 61DEGH WITH 8-16d SIDE OF THE 5/e" MIN. 10 EDGE WOOD STRUCTURAL PANEL W I LLINSTALLED IN 4GCORpANCETFLOOR BRACING AT END BAYS5d NAIL AT WITH NAILING SCHEDULE (ALL PANEL EDGE5)NOTCH MUST NOT EXCEED TOP PLATES !TABLE 3 I, WCFH HIGH WIND EDITION)40% OF STUD DEPTH (WFGM FIGURE 3.rob) 8d NAIL AT 12' O.C. ON ALLFRAMING MEMBERS NOT AT PANEL EDGES O ¢9 (a) OUTSIDE CORNER DETAIL X 3 BORED HOLES SHALL NOT—/ ed NAIL AT 4" O.G. Q Z ca BE LOCATED IN THE SAME CROSS SECTION OF GUT OR FN " GYPSUM BOARD W Q NOTCH IN STUD ed NAIL AT 6O.G. 0] TOP PLATE FRAMING TO ACCOMMODATE PIPING ff a (ALL PANEL .C, " MAX. 11- NOTCHING AND BORED MOLE LIMITATIONS NAIL5 BASE° °" u- SHEAR WALL REQUIREMENTS ul FOR INTERIOR NONBEARING WALLS WOOD STRUCTURAL PANEL INSTALLED IN ACCORDANCE 16d NAIL AT 24" O.C. WITH NAILING SCHEDULE ENG (WFGM 19(B5 SBC HIGH WIND EDITION, 3,4,3, 1, 1) NO CEILINGCENTER BLOCKING (TABLE 3.1, WCFM HIGH WING EDITION) DIAPHRAGM ON SHEATHING JOINT ed NAIL AT o" O.0 ON ALL RAFTERS AND CEILING REQUIRED FRAMING MEMBERS AT PANEL t JOISTS OR APPROVED15/32 WOOD STRUCTURAL PANELS EDGES AND 12" O.G. ON ALL '* ROOF TRUSS ON GABLE FACE AND ON WALL BELOW FRAMING MEMBERS NOT AT BASED ON SHEARWALL REQUIREMENTS PANEL EDGES TOP PLATE SECOND STORY TOP PLATE- SEE LATE- !bJ INSIDE CORNER DETAIL NOTCHIING DRILLING GABLE ENDWALL, BALLOON FRAMING 11' EXTERIOR CORNER FRAMING JOIST PERMITTED TO BE GUTT OR NOTCHED PREFERRED METHOD JEFFREY T. BUTLER, P.E. TOP PLATES FLOOR JOIST- BETWEEN THESE LIMITS WALL STUD- SEE DRILLING AND ^ SEE IND PPRR AND BOTTOM PLATE NOTCHING PROVISIONS \y NOTCHING ONSIONS WFGM SECTION 3.4 J.1 DFCM SECTION 3.3.1.1.1 1/3 SPAN I/3 SPANZ H JOIST ENDS TO BE WALL WALL Lu N y BLOCKED AGAINST STUD O m ROTATION IN ACCORDANCE ROOF FRAMING DOUBLE TOP PLATE 4.. WALL 4" 4" 2" .„ w 0 ¢ WITH WFGM 3.32.1 3-END RESTRAINT _ UJI FOR BLOCKING AND 3.3.1.4 BRIDGING �1 \i/ z OIST AND BRIDGINGUJI W OR PPLElL V R s N rE9 \ N OR BLOCKING SEE WFGM SECTION 3.3 BORED HOLE MAX TOP PLATE BAND Jy 1L DIAMETER 40% TQ OF STUD DEPTH D5 2" CLEARANCE _ BEARING TYPICAL 30" 5/8" MIN TO EDGE WALL CONNECTORS y O n ]�" GLEGRdNCE Lu 0. U HEADER REQUIRED w FRONT of A q OPENINI W O 5/e" MIN TO EDGE LAP JOIST 3 IN. MIN. LAVATORIES < Z BOTTOM PLATE WATER SHOWER \� n �/ Q NOTCH MUST NOT EXCEED— BAND JOIST CLOSET ' 1 1 1-I O z 25% OF STUD DEPTH OR BLOCKING HEADER STUDS FULL LENGTH WALL • . • z o NOTCHES SHALL NOT BE JOIST WALL STUDS 5 OR BIDET 15 WALL Q Q n O O LOCATED IN MIDDLE ONE-THIRD SILL PLATE U NOTE O Z = 9 OF STUD LENGTH • •CRAWL SPACE a UPLIFT CONNECTION IS RED ER AQ F WOLF IS BETWEEN 40: AND 60% SUBFLOOF2 _____________________ �.. y OR BASEMENT _ _ __ AT EACH END OF HEADER AND TUB a OF STUD DEPTH, THEN STUC MJ5T BE --' -- v BORED HOLES SHALL NOT FOUNDATION l\ AT BOTTOM OF HEADER STUDS IN DOUBLE AND NO MORE FOUNDATION TWO i i `Nbi UPLI�� i i ADDITION TO CONNECTORS AT BE -0C4-ED IN TUE SAME 5UCGESSIVE 5TJDS ARE DOUBLED cq�NEct¢ ', ; WALL snips AND AT TOP AND CROSS SECTION OF CUT OR AND SC BORED BOTTOM OF CRIPPLES 21" CLEARANCE 21" CLEARANCE " NOTCH 'N STDG ,I PLATFORM FRAMING INTERMEDIATE TUB NOTCHING AND BORED HOLE LIMITATIONS BEARING WALL FOR EXTERIOR WALLS AND BEARING WALLS TYPICAL WALL FLOOR AND ROOF FRAMING TYPICAL FRAMING AND UPLIFT PAGE : WATER CLOSETS (WFCM 1995 513C HIGH WIND EDITION, 3.4. 1. 1. 1) CONNECTIONS FOR OPENINGS FIGURE R30-1,2 I OF 2 MINIMUM FIXTURE CLEARANCES I - The design of this structure t GENERAL NOTES' d upon the prescriptive approach using the 1,All work shall be performed in accordance with all slate, (TABLE 3.8 WFCM HIGH WIND EDITION) 120 MILE PER HOUR ZONE - NAILING SCHEDULE Wood Frame Construction Manual,anual, High Wind Edition (WFCM)published by The American Forest municipal, local zoning and building codes and ordinances ROOF SHEATHING ATTACHMENT REQUIREMENTS FOR WIND LOADS and Paper Association If 995) Non-structural elements are based upon The NewYork Stale Residential Cade-January 2003 having jurisdiction and best standards of construction CIO MPH 3-5ECOND GUST • 90 MPH FASTEST-MILE WIND SPEED [PER TABLE R3-1.2.1.31) (TABLE 3.1, WFGM HIGH WIND EDITION) For the Climatic and lumber Douglas Fir Ontario, see Table R301,2(1)on cover sheet. practice All non Wm It engineered coon 3 be Douglas Fir#2 or batter The American Instituto of Architects Conditions shall apply STRUCTURAL SHEATHING MAXIMUM NAIL SPACING Wind Limitations-Section 8301 2 1 to all work performed on this protect SHEATHING LOCATION STUD SPACING • 2 The Contractor shall verify all conditions at the site Any (SEE NOTE U !INCHES, OTC.) OR PANEL SIDING FOR 8d COMMON NAILS JOINT DESCRIPTION NUMBER OF NAILS NAIL SPACING Design ngSchedudiFo Wood 1.1 (Bea Table R 301 2 1 2 for Wind-Rome Debris Protection discrepancies must be brought to the attention of the Engineer (SEE NOTE 3) (INCHES, O-C.) Fastening Schedule For Wood Structural Panels) prior to commencement of construction The Contractor shall be E ROOF FRAMING Deed Load-Section 301R303 responsible for corrections not reported once he has started work 4' PERIMETER EDGE ZONE16 6 /SEE NOTE 31 Live LaadVemlon R-Se4 except for hidden job conditions F 6 (SEE NOTE 3) RAFTER TO TOP PLATE /TOE-NAILED) 4-Bit PER RAFTER Light and Room Areas-Sects n R3 3.Contractor shall guarantee to the Owner that all materials and Minimum Room Areas-Section R304 equipment incor orated In the work will be new,and that all work E 6 CEILING JOIST TO TOP PLATE (TOE-NAILED) 4-ed PER JOIST Ceiling Height-Section 6305 p INTERIOR ZONE I6 Sonet Bath and R306 will be of good quality,free from faults and defects fora period F 12 !SEE NOTE D CEILING JOIST TO PARALLEL RAFTER (FACIE-NAILED) 9-16d EACH LAP Toilet Bath and Shower Spaces-Section R307 of one year from the dale of the final Cfor the of Occupancy re Glazing Section R308 4 The Engineer shall not be responsiblele e construction means, E 4 (SEE NOTE 4) CEILING JOIST LAPS OVER PARTITIONS !PAGE-NAILED) 9-16d EACH LAP Garages and Carports-Section R309 methods,techniques, sequences or procedures, thures,or for the safely GABLE ENDWALL RAKE AND RAKE TRUSS Emergency Escape and Rescue Openings- Section R310 precautions and programs in connection with the work, and he F DOLLAR TIE TO RAFTER tFAGE-NAILED) 6-ed PER TIE shall not be responsible for the contractors failure to carry out Exile-$ectlDn R311 the work in accordance with the construction documents The E - NAIL SPACING AT PANEL EDGES (IN.) BLOCKING TO RAFTER (TOE-NAILED) 2-ed EACH END Landings-Section R312 Engineer shall not he responsible for the acts or omissions by F • NAIL SPACING AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD ON.) Ramps-Section R313 the contractor No changes shall be made in the documents Handrails-$edmn R3155 RIM BOARD TO RAFTER (END-NAILED) 2-16d EACH END Stairways-Section R31and/orthe building as designed without the expressed written I. FOR ROOF SHEATHING WITHIN 4 FEET OF THE PERIMETER EDGE OF THE ROOF, INCLUDING 4 FEET ON EACH SIDE OF THE ROOF PEAK, THE 4 FOOT PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE USED. ° WALL FRAMING consent of the Engineer, •, Guards-Section R316 5 The contractor and all subcontractors shall maintain continuous Smoke Alarms-Section 3317 TOP PLATE TO TDP PLATE (PAGE-NAILED) 2-16d !SEE NOTE U PER FOOT Insurance coverage mderuding statutory policies(Work Foam Plastic-Section R318 2. TABULATED 12 INCH O.G. NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRUSS FRAMING Compensation,etc)and general a liability ia lty in an mount not Slmp6on Strong-Tie TOP PLATES AT INTERSECTIONS !PAGE-NAILED) 4-16d JOINTS - EACH SIDE Flame Spread and Smoke Section R319 MEMBERS WITH INCHES . FOR FRAMING MEMBERS WITH O 42(GL0.49, THE NAIL SPACINGS SHALL BE ° Insulation-Section R320 less that$5 mess and automobile Ilhe En end damage REDUCED TO 6 INCHES O.G. '. MTS30 OR MT6I2 STUD TO STUD (PAGE-NAILED) 2-16d 24" O.C. Dwelling Unlit Separation-Section R321 coverage not less than $2 million The Engineer shall be °� a named insured on any and all policies Moisture Vapor Against Decay-Section 3322 6 Provide 0 025"aluminum termite shields over fibrous 3. TABULATED 6 INCH O.G. NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRUSS FRAMING AT EACH ROOF RAFTER HEADER TO HEADER !PAGE-NAILED) Ibd 16" O.C. ALONG EDGES Protection Agamsl Decay-Serhon R323 insulation at all perimeter sells MEMBERS WITH G70.49, FOR FRAMING MEMBERS WITH 0.42LGt0.49, THE NAIL SPACINGS SHALL BE USE 8-16d NAILS AT Protection dldr Against Termites-Section R324 7 All wood In contact with concrete or mason to be Wolmanized REDUCED TO 4 INCHES O.G EACH END TOP OR BOTTOM PLATE TO STUD (END-NAILED) 2-16d PER 2x4 STUD Site Address-$ectlDn R325 masonry Accessibility-Section R326 or pressure creosoted i 3-16d PER 2x6 STUD Flood Resistant Construction-Section R327 8 A single station smoke detector alarm device shall be installed 4. TABULATED 4 INCH O.G. NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRUSS FRAMING in each bedroom, on all floors and shall be all Interconnected per code MEMBERS WITH 630.49. FOR FRAMING MEMBERS WITH 0.42LG20.4e, THE NAIL SPACINGS SHALL BE STUD TO ROOF RAFTER 4-16d PER 2xB STUD 9 All bathrooms without operable windows to be mechanically ventilated t,I Iz Foundations-Chapler4 p as per New York State Cade REDUCED TO 3INGHES O.G CONNECTION BOTTOM PLATE TO FLOOR J015L BANOJOIST, ENDJOIST OR BLOCKING !FACE-NAILED) 2-16d /SEE NOTE 12) PER FOOT Design based upon presumptive load bearing values of sandy gi avel and/or gravel at 3000 pounds 10 Healing to he designed to provide 70 degrees F with outdoor per square fool Contractor to consult Engineer if different soil materials are found upon excavation, designed air-temperature of 0 degrees F and 15 MPH wind FLOOR FRAMING or test hale, far alternative footing and foundation wall design 11.All electrical work to be In accordance to the rules and JOIST TO SILL, TOP PLATE OR GIRDER (TOE-NAILED) 4-5d PER JOISTregulations of the N Y B F.0 and a N Y B F.U. certificate Is Slmp6on Strong-TIe Foundation Notes. to be presented to the Owner at the completion of the job MT6I2 - 16" O-G. ''ff"Anchor Bolts(SSTB 28)See chart on this Sheet far spacing BRIDGING TO JOIST !TOE-NAILEDI 2-Bit EACH END 12 Plumbing Installation to comply with State and Local codes e"poured concrete foundation wall, 8'0'high, 3000#test and the sewage disposal system to meet Health Department standards. USE 4-ed NAILS BLOCKING TO JOIST (TOE-NAILED) 2-Bit EACH END Minimum depth-Section 403 1 4, 48"minimum coverage t°tap officiating 13 Do not scale drawings UsB figure dimensions only AT EACH STUD 16"x B"poured concrete a wall footings,U"x 1 less 14.All work to conform to the rules and regulations of the New York D BLOCKING TO SILL OR TOP PLATE TOE NAILED) 3-16d EACH BLOCK 2-1 'h"x 11 718" to floor a Girder(or 3#1 x 11 TPI"Power Beam) Energy Conservation Construction Code. All glazed area to be double 4"poured concrete floor slab with on bel 0 mesh and vapor harrier06glazed and all exterior doors to have Insulated cares o LEDGER STRIP TO BEAM M (TOE-NAILED) 3-16d EACH JOIST Damp proofing"x12"at exterior pour foundation below grade Section 0#to 15 The Insulation protection as Indicated on these plans exceeds r 30"x 30"x 12"deep poured concrete column footings, 3000#test the Code's minimum standards 1 m JOIST ON LEDGER TO BEAM (TOE-NAILED) 3-ed PER JOIST Deck and porch footings as noted, 3000#test, 48"minimum buried depth 15 These drawings and specifications are instruments of service and W Foundation wall to extend a minimum of e"above finished grade p >: BAND JOIST TO JOIST (END-NAILED) 3-16d PER JOIST All footings to be carried down ID undisturbed soil shall remain the made ispropertya of the Engineer whether the tmeed for BAND JOIST TO SILL OR TOP PLATE (TOE-NAILED) 2-16d (SEE NOTE U PER FOOT No footing shall be set higher than a 30 degree angle from any other footing which they are made is executed or not They may notice used 0 Pour no concrete on frozen ground or in freezing weather on any other protect except by written authorization of the Engineer 17 The engineer has not been retained for site supervision, on-site ROOF SHEATHING Provide 31R',teal(ally columns inspections and certifications as required or requested 6y the owner, is Backfill shall not be planed against the wall until the wall has sufficient strength and has been inspections or latae building department. STRUCTURAL PANELS 86 !SEE TABLE 3.81 anchored to the floor above,or has been sufficiently braced to prevent damage DIAGONAL BOARD SHEATHING by the backfill (Section R404 1 7) UPLIFT- CONTINUOUS PATH CONNECTORS "xb" OR "xe" 2-ed PER SUPPORT Poors-WFCM Prescriptive Method USE SIMPSON STRONG-TIE CONNECTORS e Floor framing shall be nailed in accordance with fable 3 1 WFCM HIGH WIND EDITION FOLLOW PRODUCT SELECTION GUIDE AND0 ° "xl0" OR WIDER 3-Bd PER SUPPORT Draftstopping-Section R50212 ° INSTALLATION MANUAL FOR HIGH WIND RESISTANT p Fireblocking-Section R50213 CONSTRUCTION CATALOG C-HW02 U CEILING SHEATHING Floor Construction ANCHOR BOLTS IN FOUNDATION USE LTP4 - 16" O-C; GYPSUM WALLBOARD 5d COOLERS T'-EDGE , 10" FIELD ut"OSB plywood subf Dor,fasten per Table 3 1 WFCM SSTB28 WITH BEARING PLATE, SEE FOUNDATION ll WALL SHEATHING Floor lolsts.$ee Foundation and Floor Plans spacing as noted NOTES FOR SPACING AT EXTERIOR ° Fasten per Table 3 1 WFCM _ PERIAGE/ AND Simpson Strong-Tie Tle (� STRUCTURAL PANELS Bd (SEE TABLE 3.9) 2-2x6hCCA sill with termite shield and sill seal SILL PLATE TO RIM JOIST USE T g !!— GARAGE/HOUSE MSTA36 - I6" O.G. -, Finish floors per agreement LTP4 ifi"O C AT EXTERIOR PERIMETER FIRIEBOARD PANELS AND GARAGE/HOUSE COMMON WALL COMMON WALL 1 USE 4-8d NAILS )( Wall Construction-WFCM Prescriptive Method USE 4 Sd NAILS AT EACH END USE 4-8d NAILS - AT EACH STUD Q Q 1/I6" 6d 3" EDGE ! 6" FIELD Wall framing and finishing shall be nailed and or screwed In accordance with AT EACH END LL 11 1 Table 3 1 WFCM GARAGE STUD TO GARAGE SILL PLATE USE / }µ 25/32' ed 3" EDGE % 6" FIELD 1x6 Pine fascia, wrap SSP CONNECTOR AT 16"0 C �( Overhangs as noted USE 48dNAILS ATEACH END SILL PLATE TO RIM JOIST AND FLOOR TO FLOOR CONNECTIONS p GYPSUM WALLBOARD Sd COOLERS T' EDGE / 10" FIELD Vinyl vented Si {—. t- r Aluminum gutters and leaders 2 - HARDBOARD Bd /SEE TABLE P.9) SidingSee Elevations RIM JOIST TO STUD CONNECTION USE N w MTs121s"oc RIM JOIST TO STUD CONNECTION y m PARTICLEBOARD PANELS ad !SEE TABLE 3 9) Tyvek h°usewrap USE 4 8d NAILS AT EACH END V (X. V,"OSB sheathing.see fastening schedule,Table 3 1 WFCM til Q ol xe HEATHING 2x4 Studs @ 16' i c with 2z4 shoe and double 2x4 plate FOR CANTILEVER USE MTS12, 1fi"O C I/2' SPACING • X DIAGONAL BOARDS 'S'Gypsum well board FLOOR TO FLOOR CONNECTION USE OR I'�D .-8d PER SUPPORT SIB"Type X GINS In arae MSE 4 36, 16" S C x El a) I'x6" YP garage W m '/"MR GWB m coat areas BLOCKING AT xl0" ER 3-Bit PER SUPPORT At least one window in each sl�eepiny room shall comply with the exit requirements of section R310 USE 4 8d NAILS AT EACH END —\ 0 24° O.C. ALLOWS \ m Z (p ALLOWS /r Note drilling and notching limitations m figure R602 5(1)for beating wells n FLOOR SHEATHING and figure R6026(2)for non-blearing walls HOLDDOWN HOLDDOWN Cp RAFTER TO STUD CONNECTION USE STRUCTURAL PANELS Follow exterior corner framing detailfigure R602.10.5 MTS 12. EACH ROOF RAFTER INSTALLATION SIDEWALL INSTALLATION � Q. � USE 8 16d NAILS AT EACH END ✓' OR LE55 ad 6" EDGE - IT FIELD RDaf Assemblies� WFCM Presc'Ipbve Method Asphalt strip shingles shall have a minimum of srg8)fasteners per shingle(section R905 6) RAFTER TO RIDGE TO RAFTER CONNECTION USE Simpson Strome-Tie GREATER THAN I, IOd 6" EDGE % 6" FIELD Undedaymenl application(Section R905 2 7) K' ENDWALL a U_ C520 USE OBit NAILS IN EACH END Fur root slopes o/two(2)units vertcal in twelv6(12)units horizontal (17-percent slope) MT5I2 W DIAGONAL BOARD SHEATHING Lito fourE1)Lints vertical in twelve 12 units horizontal(33-percent sloe underla men! AT EACH ROOF RAFTER HOLDDOWN P 1 1 twelve(12) ( P slope) Y AT EACH STUD o ° o 1"x6" OR V'xB" 2-86 PER SUPPORT shall be two(2)layers applied iia the fallowing manner Apply a 1 clinch(463 mm)strip of DECK POST TO CONCRETE CONNECTION USE (PHOS) ° CORNER STUD underlayment tell parallel with and stoning at the eaves,fastened sufficiently to held in place pB544A FOR EACH POST-USE 14- led NAILS CONNECTED TO Starting at the save,apply 36-inch-wide(914 mm)sheets of underlayment, overlapping EN "xl0" OR WIDER 3-ad PER SUPPORT ° TRANSFER SHEAR O successive sheets 19 inches (483 mm), and fastened sufficiently to hold m place DECK POST TO GIRDER CONNECTION USE I ° a �w For roof slopes of four(4)units vertcal In Iwelve(12)units PC44 FOR EACH POST 2-16d COMMON 1 NAIUNC- REQUIREryENTe ARE BASED ON wCLL SHEATwrvG w41LEG 6' ON-CEM1TER AT THE PANEL EDGE 1- w4LL sHEATwNG IS NAILC-ri ]' oV-CENTER AT THE 14NE1 EDGE D HOLDDOWN NAILS AT 0" O-G- TO OBTAIN HIGHER SHEAR' CAPAOTIE5 NILING REOLiIREIENT6 'OR eTRLGTpRAL MIEHBERS SHILL 6E DOUBLE' OR ALTERNATE CC'NNEC'OR5 5JCH AS SLEAR PLATES, 'I D O S.ALL BE SEW TO MAINTAIN THE LOAD PATH Ice Protection (Section R 905 2 ti 1) GIRDER TO DECK JOIST CONNECTION USE (PHD5) Unshing Sent In High word (Section R 905 2 7 2) MT512 (N EACH JOIST 63 1, UHEN WALL SHEAhOVG IS COM1rIUJOLiS JIER CONNECTED MEMBERS THE TABu�4iEG IIDMBER JF 4416 SHALL BE F'cRMT cC iC BE REDUGECi TO 1.16d N41L PER c'iGT Flashing ($BLf eo R 9g5 2 6) J _2- 6d COMMON ® CORNER STUD Chlmney's and Flrespaces-Chlapter 10 GIRDER TO DECK JOIST CONNECTION USE ad ° CONNECTED TO Energy Efficiency-Chapter 11. see attached report MTSI2 EACH JOIST o NAILS AT 6" O.C. Mechamcal-Chapierl2 °C TRANSFER SHEAR General Mechanical Systems-(Chapter 13 PORCH POST TO DECK USE (TABLE 3-2AWFCM HIGH WIND EDITION) Heating and Cooling Equipment-Chapter 14 2-AC4 -USE 14- 16d NAILS Exhaust Systems Chapter 15 -^� SILL OR BOTTOM PLATE TO FOUNDATION ANCHOR BOLT CONNECTIONS RESISTING LATERAL 4 SHEAR LOADS Duct Systems-Chapter 16 PORCH POST TO GIRDER USE. 2-AC4 Combustion Air-Chapter 17 USE 14- FEW NAILS JEFFREY T. BUTLER, P.E. ANCHOR BOLT CONNECTION FOUNDATION BRACING WALL PERIMETER MAXIMUM ANCHOR BOLT SPACING Chimneys and Vents-Chapter to Plumbing-Pa""" FLOOR TO FLOOR CONNECTIONS— SUPPORTING EDGE NAIL SPACING (IN.) (I/2" ANCHOR BOLTS) PORCH ROOF RAFTER TO GIRDER USE 3/4" MINIMUM FI I STGRt 46 EDGE DISTANCEt44 . MTS 12 AT EACH ROOF RAFTER SILL PLATE TO FOUNDATION CANTILEVER CONDITION HOLD DOWN BRACKETS AT SHEAR WALL CORNERS, (CRAW_ SPACE OR BASEMENT) ? STORIES ALL ?_.STORIES 15AND WINDOW AND DOOR OPENINGS �— 'ON WALL BOTTOM PLATE TC FOUNCATIONAB-ON-GRADE( -2 STORIES ° 19 (WFCM FCxURE 3."ia a 4.Zb) W6 6 111Slmpean Strong-Tier r •NOTE MAx 12' FROM EACH CORNER AND EACH SPLCE, PROVIDE BEARING PLATE BY SIMPSON, SEE DETAIL ' 2\ • AT 2X6 J\ AT EACH RAFTER• Sim4-IOd x 1 1/2" V/ Q Lu(TABLE 3,e WFGM HIGH WIND EDMON) AC4NOTE:WALL SHEATHING ATTACHMENT REQUIREMENTS FOR WIND LOADS AT EACH POST RIDGE TENSION STRAP ATTACH LEDGER TO FRA0.MING MEMBER020 MPH 3-SECOND GUST • 100 MPH FASTEST-MILE WIND SPEED tPER TABLE R3-1.2.1 3D SEE ALAN WITH 2-1/2" X 5" LAG BOLTS AT 16" C620 USE B-8d NAILSfsrYON CENTER IN EACH END ATSTRLCTURAL SHEATHING MAXIMUM NAIL SPACING EACH ROOF RAFTER SHEATHING LOCATION STUD SPACING- WZrSEE NOTE a ilNcues, o.a) OR PANEL 61DING FOR Bd COMMON NAILS p E Simpson Strong-Tie Q 4' EDGE ZONE mac' 16 6 U210 2k6 - F SEE NOTE 2u AT EACH CEILING JOIST NTER'OR ZGNE I6 E 6 4 4-I0d x 1 1/2" RAFTER d E NLIL 5F'4CiisG AT PANE_ EDGES % N.. O I F - NA'_ SPACING A- IN-EIRMED N "HE PANEL F'ELC 'V_r •f n c Simpson Strong-l'le FOR eA_L 3�EAT-.m.G W74N 4 FEE- OE T-E CORNERS 'AE - =OO' EDGE ZCN,e ACHMEh' 2" MINIMUM 7c U210 2X6 SIDECO✓ER \ REO_RETIEN-S S-A_L BE USED RIDGE BEAM Simpson Strong-Tie=- �- AT EACH DECK/PORCH JOIST PAGE :, L 'LBU_A-ED = NGr- O G ..u_ S=AC`s A30_,=_ =_=A--LIG L-- - ��JDPB544 ( 4-I0d x 1 1/21, IT /�/�f► ✓ l AT EACH POST FOOTING Simpson Strong-The -B_RD �L� NG --B-Re -, A_s� TSE ssTB20 JUITH BP TYPICAL PORCH/DECK RIDGE TENSION STRAP DETAIL 2 O f PORCH COLUMN CONNECTIONS ANCHOR BOLT DETAIL LEDGER CONNECTIONS � 3 FOR Ei-ER CR �<�,___ e� _ GA_/Aa_>E� eon �..-_� s-L__ Be =ER- '-_ '. ESE �__�-I-_-=_ -- (