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HomeMy WebLinkAbout35019-ZFORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPA~RTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-34061 Date: 11/06/09 THIS C~KTIFIES that the building PORTICO ADDITION Location of Property: 1160 BUNGALOW LA (HOUSE NO.) (STREET) County Tax Map No. 473889 Section 123 Block 2 Subdivision Filed Map No. Lot No. MATTITUCK Lot 16 (HAMLET) conforms substantially to the Application for Building Permit heretofore filed in this office dated SEPTEMBER 14, 2009 pursuant to which Building Permit No. 35019-Z dated SEPTEMBER 22, 2009 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 PORTICO ENTRY ADDITION AS APPLIED FOR. The certificate is issued to FPJkNCIS G & CATHERINE CALIFANO ( OWNER ) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPRO~L%L ELECTRICAL c~KTIFICATE NO. PLIERS u~KTIFICATION N/A N/A N/A Signature Aut~rized '~ Rev. 1/81 ]Form N~. 6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 76~-1802 APPLICATION FOR CERTIFICATE OF OCCUP~ This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new build/rig or new use: l. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (8_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 nstural or topographic features. 2. A properly completed application and consent to inspect signed bythe applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy - New dwelling $25.00, Additions to dwelling $25.00, Alterations to dwelling $25.00, Swimming pool $25.00, Accessory building $25.00, Additions to accessory building $25.00, Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building - $100.00 3. Copy of Certificate of Occupancy- $.25 4. Updated Certificate of Occupancy - $50.00 5. Temporary Certificate of Occupancy - Residential $15.00, Commercial $15.00 Old or Pre-existing Building: Date. New ConstrUction: 'Location of Property: House No. Owner or Ownem of Property: ~-~d Suffolk County Tax Map No 1000, Section Subdivision Permit No. .~--/~) I (~ Date of Permit. ~ - 2-)/-- ~9 Health Dept. Approval: ',d/iai- Planning Board Approval: .Request for: Temporary Certificate (check one) (check one) Street Hamlet /,,LB Block 000 Filed Map. Lot: Applicant: _a"~"-,~ a./ Underwriters Approval: /x~/tat- Final Certificate: Fee Submitted: Applicant d ~ FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUIIJ]ING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 35019 Z Date SEPTEMBER 22, 2009 Permission is hereby granted to: F & C CALIFANO 1160 BUNGALOW LA MATTITUCK,NY 11952 for : PORTICO ENTRY ADDITION AS APPLIED FOR at premises located at 1160 BUNGALOW LA MATTITUCK County Tax Map No. 473889 Section 123 Block 0002 Lot No. 016 pursuant to application dated SEPTEMBER 14, 2009 and approved by the Building Inspector to expire on MARCH 22, 2011. Fee $ 200.00 ~ Authorized Signature ORIGINAL Rev. 5/8/02 TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] Fo~ATION~ 2ND [ ] INSULATION [~,,~FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION,~ [ ] FIRE RESISTANT PENETRATION REMARKS: ~ DATE TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ]FOUNDATION 1ST [ ] ROUGH PLBG. [ ]FOUNDATION 2ND [ ] INSULATION [ ]FRAMING / STRAPPING ~K~FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: DATE TOWN OF $OUTHOLD BUII~DIN~ DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 www. northfork.net/Southold/ Approved Disapproved a/c Expiration ,,/- SEP I 4 2009 B[I)6. DEPI. TOWN OF SOUTHOLD PERMIT NO. BUILDiNG PERMIT APPLICATION CHECKLIST Do you have or need the following, before applying? Board of Health 4 sets of Building Plans Planning Board approval Survey Check Septic Form N.Y.S.D.E.C. Trustees Contact: Mail to: Building Inspector APPLICATION FOR BUILDING PERMIT Date 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. 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, Suftblk County, New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name, ifa 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 ff ' (As on the tax roll or latest deed) If ap~ant is a co~t~oration, s~ature of du~ authorized officer 4v",.- // (Name and titl~/~orporate officer) ~B}tilders License No. Plumbers License Nd Electricians License No. Other Trade's License No. 1. Location of land on which propose¢ work will be done: House Number Street Hamlet County Tax Map No. 1000 Section Subdivision (Name) Block O ~ Lot I/CD Filed Map No. Lot State existing use and occupancy of premises and intended use and occupancy of prop,,,osed constructions: a. Existing use and occupancy ,~'l,3e* Lcr' ~r~' t_ ~ ttt~'-5~' doOe..15 b. Intended use and occupancy $ ~' 3. Nature of work (check which applicable): New Building. Repair Removal Demolition 4. Estimated Cos~ ~t~O}-' 5. If dwelling, number of dwelling units If garage, number of cars Addition Other Work Fee Alteration (Description) (To be paid on filing this application) Number of dwelling units on each floor 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Height Number of Stories Rear .Depth Dimensions of same structure with alterations or additions: Front , , Rear Depth Height Number of Stories ~-. 8. Dimensions of entire new construction: Front Rear Height Number of Stories 9. Size of lot: Front Rear _Depth 10. Date of Purchase Name of Former Ow~ ~ 11. Zone or use district in which premises are situated " 12. Does proposed construction violate any zoning law, ordinance or regulation? YES __ NO 13. Will lot be re-graded? YES__ NO __Will excess fill be removed from premises? YES __ NO 14. Names of Owner of premises Name of Architect Name of Contractor Address Phone No. Address Phone No 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 ~EQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. STATE OF NEW YORK) SS: COUNTY OF ) ~'tt~t-j Q.~ L..I~.~~ being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)He is the O-_.~-~P<Flg~~ (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 tree 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. Sworrp ~efore me this ~'"~` ~ ~ Notary Public VICKI TOTH Notap] Public, ~ o~ New Yo~k No. 01T06190696 Qualified in Suffolk Count'/ Commission Exoires July 28, 20/,,/"" CENTER STREET " ",i.....". t~~ o~ P^',~i~..-:-~S,/ · ~.: ..... -,-,~ 179.60' 196.00' 0 SURVEY OF PROPERTY SITUATE MATTITUCK TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-125-02-16 1" 20' SCALE = OCTOBER 20, 2008 AREA = 12,457 sq. ft. 0.286 ac. Z CENTER STREET · . :... .. '. ' '~ . .4 . - ~' . . . '~E 6F~PAVEMENT -. .~ ' ' 4 ' · · ' N 86'57'00" E 20.3' FOUND CONC. MaN. S 86'57'00" W 111.O' ROW CELLAR- N/O/F SUS~4N E. HUBB~4RD 179.60' pORCH FOUND CONC. MaN. 196.00' 0 SURVEY OF PROPERTY SITUATE MATTITUCK TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-12,5-02-16 SCALE 1"=20' OCTOBER 20, 2008 AREA = 12,457 sq. ff. 0.286 ac. COPIES OF THIS SURVEY MAP NOT BEARING THE L~ND SURVEYOR'S INKED SEAL OR EMBOSSED SEN_ S~{AU. NOT BE CONSIDERED TO BE A VALID TRUE COPY. THE EXISTENCE OF RIGHTS OF WAY AND/OR EASEMENTS OF RECORD, IF ANY, NOT SHOWN ARE NOT GUARANTEED. PREPARED IN ACCORDANCE WFfH THE MINIMUM STANDARDS FOR TITLE SURVEYS AS ESTABUSHED BY THE LI.A. LS. AND APPROVED AND ADOPTED FOR SUCH USE BY THE NEW YORK STATE LAND TITLE ASSOCIATION. N.Y.S, Uc. NO: 504~ Nathan Taft Corwin III Land Surveyor Title Surveys -- Subdivisions -- Si~e Plans -- Construction Layout PHONE (6;51)727-2090 Fox (631)727-1727 OFFICES LOCATED AT MAIUNG ADDRESS 522 RoDnoke Avenue P,O. Box 1951 Riverheod, New York 11901 Riverheod, New York 11901-0965 g8-31~ T,O~ FIRST FLO~R T,-D, FIRST FL~OR W]NDOWS T,O. FIRST FLOOR GRADE PORTICO/ CELINO & INTERIOR FACING EXISTING 8070 O.H, O00R GRADE ANCHOR /WET SET SONOTUBE I w/PC I WET SET SIMPSON POST EASE FOR LEDGER TO PC 81OFOOT CONNECTION REMOVE EARTH FROM FIRST 4- 6 INCHES OF TOP OF PC FOOTING g] SCALE: 1 "= - ~ EXISTING T,O, PLATE TO FIRST FLOOR WINDOWS o EXISTING T,O, FIRST FLOOR GRADE R E ¢4R~,o,,ELEVATION SCALE: 1 "= - 0 N 12'-11" DECK DECI< h~IATERIAL Il' ko~uS E EXISTING · /,_ f ~ ~l~SO GARAGE =~DECK PLAN ' ' ~2 ' %~ ~ ~-~-~ ~ LN~TCH AND THRU -' ,, , , ? , I¢ ;P ~ x,~ , ~,,x I M/ ~ x al / CONT, 2 x 8 CCA DECK LEDGER l'-d" ¢~ I APPROVED AS NOTED k ~ ~/ EXISTING PORTICO FOUNDATION PO'RTIC? ~LpN , ~ ,~ SCALE:DECK1/~" :FOUNDATION "F'NA~ - CO,'~7~UOTION MUST SCALE: 3/8 = 1-0 SCALE: 3/8 = 1-0 PURSUANT TO CHAPTER 236 D E S I G N C R I T E R I A , SUBJECT TO DAMAGE'FROM GROUND WIND SEISMIC WINTER ICE FLOOD LiVE DEAD ROOF UPLIFT LOAB WALL SHEATHING USE/ HEIGHT FiRE TYPE OF SNOW SPEED DESIGN FROST DESIGN SHIELD HAZARDS LOAD LOAD SUCTION LOAD OCCUPANCY AREA CONSTRUCTION LOAB (MPH) CATEGORY LINE TEMP, UNDERLAYMENT CLASSIFICATION WEATHERING DEPTH TERMINATE DECAY REQUIRED PROPOSED DECK 4.5 PSF 120 S SEVERE 4~" MODE3~ATE SLIGHT 11 Y E S FROM 1998 ~0 PSF 20 PSF PERIMETER EDGE ZONE ~ 6.72 PSF EDGE ZONE = 35.6 PSE R-I NO -- 125 SE T~PE V TO TO FIRM MAPS INT~_RIOR ZONE ~ 51,4 PSF INTERIOR ZONE - 28.9 PSP CHANGE PROPOSED PORTICO = 70 HEAVY MODERATE SF 1 THESE DRAWINGS AND ACCOMPANYIRG SPEOIFICADONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND ~4EIR USE AND PUBLICATION SHALL 8E RESTRICED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLF OR iN PART, IS PROHIBITED EXCEPT BY WRIf~:N PERMISSION FROM ~E ARCHITECT, TI~-E TO THESE PLANS SHALL REMAIN WITH THE ARCHItECT, VISUAL CONTACT ~TH EREM SHALl DONSTITDTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRIC~ONS, NO TOP PLATE BOTTOM PLATE RAFTERS AND CEILING JOISTS OR APPROVED ROOF TRUSS SECOND STORY FLOOR JOIST- SEE DRILLING AND NOTCHING PROVISIONS WFCM SECTION I JOIST TOP PLATE OR BLOCKING JOIST IS PERMITTED TO BE CUT OR NOTCHED BETWEEN THESE LIMITS FOR BLOCKING BRIDGING SEE WFCM SECTION 3.3 3EARING TOP PLATE- DRILLING AND NOTCHING PROVISIONS WALL STUD- DRILLING AND NOTCHING PROVISIONS WFCM SECTION 3.4.1.1.1 JOIST ENDS TO BE BLOCKED AGAINST IN ACCORDANCE WITH WFCM 5.3.1,3-END RESTRAINT AND 3,3.1,4 BRIDGING BAND JOIST )OTTOM PLATE OR BLOCKING SILL PLATE JOIST CRAWL SPACE OR BASEMENT FOUNDATION JOIST 3 IN, MIN. MONOLITHIC SLAB-ON-GRADE FOUNDATION IN,x¢ IN. RIBBON STUD - FOR FIRE BLOCKING PLATFORM FRAMING BALLOON FRAMING INTERMEDIATE BEARING WALL TYPICAL WALL, FLOOR & ROOF FRAMING WIND-BORNE DEBRIS PROTECllON FASTENING SCHEDULE FOR WOOD SIRUCTURAL PANELS FASTENER SPACING FASTENER 2 FEET ¢ FEET B FEET PANEL SPAN k< PANEL SPAN k< PANEL SPAN ¢ PANEL SPAN TYPE ~< 2 FEET k< 4 FEET (. 6 FEET ¢ 8 FEET 2 1/2" ~6 16" 16" 12" 9" WOOD SCREWS WDOU UK~._I/?s#-BEwS16" 16" 16" 12" D. THIS TABLE BASED ON 110 MPH WIND SPEEDS AND A 53 FOOT MEAN ROOF HEIGHT. b. FASTENERS SHALL BE iNSTALLED AT OPPOSING ENDS OF THE WOOD STRUCTURAL PANEL. c. NAILS SHALL BE 1Od COMMON OR 12d BOX NAILS. d. WHERE SCREWS ARE ATTACHED TO MASONRY OR MASONRY/STUCCO, THEY SHALL BE ATTACHED UTILIZING VIBRATION-RESISTANT ANCHORS HAVING A MINIMUM ULTIMATE WITHDRAWAL CAPACITY OF 490 POUNDS. e. WOOD STRUCTURAL PANELS SHALL HAVE A MINIMUM THICKNESS OF 7/16 INCH (11.1 rn) EXTERIOR V/ALL SlRAPPING & ANCHORING SCHEDULE AREA ROLDDO~N USED / LENGTH NUMBER OF CAPACITY OF HOLDDO ~B~)TES NAILS NOTES: ALL STRAPPINO INDICATED MEETS OR EXCEEDS THE REQUIREMENTS IN THE SBCCI (STANDARD FOR HURRICANE RESISTANT RESIDENTIAL CONSTRUCTION, SSTD 10-99) TABLE S05 F1 FOR EAVE CONNECTIONS, TABLE 305 F2 FOR UPLIFT LOADS AT CABLE END WALLS AND TABLE 3,2 FOR FOUNDATION CONNECTIONS, NAILING OVER STRUCTURAL WOOD PANEL SHEATHING IS AOOEPTABLE AS LONG AS MIN, NAIL PENETRATION INTO FRAMING iS ACHIEVED, INSTALL THROUGH FIRST FLOOR SHOE, ROOF RAFTER 20 GA. STRAP- 1~ WIDE MIN. W/(8) 8d NAILS EACH SIDE Simpson Strong-Tie A55- Chimney Framing ROOF RAFTER / RIDGE DETAIL SCALE: N.T.S, Simpson PHD CORNER AND PARTITION POSTS NOTE: A THIRD STUD AND/OR PARTITION INTERSECTING BACKING STUDS SHALL BE PERMITTED TO BE OMITTED THROUGH THE USE OF WOOD BACKUP CLEATS OR METAL DRYWALL CLIPS THAT WILL SERVE AS ADEQUATE BACKING FOR THE FACING MATERIAL. FRAMING DETAILS NAIL AT 24" 0,C, IAd NAIL AT 6" O.C. LL PANEL EDGES) (a) IAd NAIL AT 6" O,C. LL PANEL EDGES) BLOCKING lcd NAIL AT 24" (bi INSIDE CORNER EXTERIOR Strong-Tie GYPSM BOARD iNSTALEED.iNTABLEWE£M 5.1 ACCORDANCE WITH WOOD STRUCTURAL PANEL LLED IN ACCORDANCE WFCM TABLE 5.1 TOP PLATE FRAMING TO ACCOMADATE PIPING - R602.7.2 TOP PLATES BORED HOLE MAX DIAMETER 60% OF STUD DEPTH 5/8" MIN. TO EDGE NOTCH MUST NOT EXCEED 40% OF STUD DEPTH BORED HOLES SHALL NOT BE LOCATED IN THE SAME -- CROSS SECTION OF CUT OR 8d NAIL AT 12" O.C, ON ALLWFCM FRAMING MEMBERS NOT AT DETAIL PANEL EDGES BOARD INSTALLED IN ACCORDANCE WITH WFCM TABLE 5,1 WOOD STRUCTURAL PANEL INSTALLED IN ACCORDANCE WiTH WFOM TADLE 5.1 DETAIL 8d NAIL AT 6" O.C. ON ALL FRAMING MEMBERS AT PANEL EDGES AND 12 O.C. ON ALL FRAMING MEMBERS NOT AT PANEL EDGES CORNER FRAMING ENDWALL SECTION A-A (DHDB) (PHDS) DOUBLE -- BRACKETS AT SHEAR WINDOW AND (FLOOR TO FLOOR & FLOOR TO CORNER BRACING SCALE: N,T.S. BLOCKING FLOOR NOTE: SIMILAR CONNECTION AT FOUNDATION. MIN, TO EDGE 2001 SBC HIGH WIND EDITION SECTION 3.4.3.1.1 FIGURE 5.5B NOTCHING AND BORED HOLE LIMITATIONS FOR INTERIOR NONBEARING WALLS NOTCHING AND BORED HOLE LIMITATIONS FOR EXTERIOR BEARING AND INTERIOR NON-BEARING WALLS: R602,6 (1) &: (2) BRACING AT END BAYS (WFCM FIGURE 5.7b) BUT NEED I EXC ED 15 FT. FOUNDATION TABLE R 301.7 FLOOR TO FLOOR CONNECTION HOLD DOWN WALL CORNERS, DOOR OPENINGS: FOUNDATION; WFCM FIGURE 5.70 & 4.7b) DETAIL AU.OWABLE DEFLECllON OF S1RUCRURAL MEMBERS STUCTURAL MEMBER ALLOWABLE DEFLECTION RAFIERS W/ GREATER L/180 SLOPES MAN f~ ~f/NO RNISHED CEIUNG ATTAODED TO RAFTERS INTERIOR WALLS AND H/180 PARTRIONS FLOORS AND PLASIERED L/360 CEILINGS ~ BRITEEIb) FINISHES TOP PLATES -- BORED HOLE MAX DIAMETER 40% OF STUD DEPTH 5/8" MIN, TO EDGE NOTES', L= SPAN LENGTH, H = SPAN HEIGHT TABLE R 301.2.2.2.1 WALL BRACING AD3JS1MENT FACTORS BY ROOF COVE~ING DEAD LOAD ROOF/CEILING ROOF/CEiLING DEAD LOAD DEAD LOAD WALL SUPPORTING 15 pst or less 25 pst ROOF ONLY EO i R ROOF PLUS ONE STORY 1,0 E1 FOR SR 1 POUND PER SQUARE FOOT = 0,49 AN/M(2) a. LINEAR iNTERPOLATION SHALL BE PERMITTED TOP PLATE NOTCH MUST NOT EXCEED 25% OF STUD DE[ BORED HOLES SHALL NOT BE LOCATED IN THE SAME CROSS SECTION OF CUT ~"~F~PLE?U,! ~ ~ T~PIC HFAnFP ~' CONN GULPED HEADER STUDS ~ L~ %N UPI / CO qEC RI )UlR TYPICAL FRAMING AND UPLIFT CONNECTIONS FOR OPENINGS lOT ~ VZ~" H/'~ BUT NEED NOTI CLEARANCE FROM SLOPES 5/8" MIN. TO EDGE iF HOLE iS BETWEEN 40% AND 60% OF STUD DEPT~ THEN STUD MUST BE DOUBLE AND NO MORE THAN TWO SUCCESSIVE STUDS ARE DOUBLED AND SO BORED WFCM 2001 SEC HIGH WIND EDITION SECTION 5.4.2.1.1 FIGURE 5.5 A NOTCHING AND BORED HOLE LIMITATIONS FOR EXTERIOR WALLS AND BEARING WALLS 2x4 CONTINUOUS BRACE AT 6' O.C. NAILS 8d NAIL AT 12" O.C. ON ALL FRAMING MEMBERS NOT AT PANEL EDGES GYPSUM WOOD STRUCTURAL PANEL INSTALLED IN ACCORDANCE WITH NAILING SCHEDULE (TABLE 5.1, WCFM 2001 HIGH WIND EDITION 8d NAIL AT 6" O,C, ALL FRAMING MEMBERS AT PANEL EDGES AND 12" O,C, ON FRAMING MEMBERS NOT AT PANEL EDGED SEE STUD TO RAFTER I STUD TO STUD DETAIL NO'IE: UPLIFT CONNECTION IS REQUIRED AT EACH END OF HEADER AND AT BOTTOM OF HEADER STUDS IN ADDITION TO CONNECTORS AT WALL STUDS AND AT TOP AND BOTTOM OF CRIPPLES EXTERIOR NO REQUIRED GABLE NAiL AT 24" O.C, 'Md NAIL AT 6" O,C, (ALL PANEL EDDES) STRUCTURAL PANEL INSTALLED IN ACCORDANCE WITH NAILING SCHEDULE (TABLE 5,1, WCFM HIGH WIND EDitiON) (A) OUTSIDE CORNER DETAIL GYPSUM BOARD Bd NAIL AT PUD5 O,C, (ALL SIDE WALL PANEL EDGES) NAIL AT 24" O,C. {B) INSIDE CORNER DETAIL CORNER FRAMING OR CEILING JOIST 5d COOLER NAILS AT 10" 0.( 2"x4" BLOCK NAILED TO EACH BRACE WITH 4-10d NAILS GYPSUM BOARD 5d COOLER NAILS AT 7" O.C. 20 GAUGE STRAP 10-8d NAILS 8d NALL AT 4" O,C. 12" MAX, I BASED ON SHEAR WALL REQUIREMENTS CEILING (WFCM ENDWALL STUDS- BRACING GABLE ENDWALL FIGURE 3,7a) 2x BLOCKING ON SHEATHING JOINT WOOD STRUCTURAL PANELS FACE AND ON WALL BELOW BASED ON SHEARWALL REQUIREMENTS ENDWALL, BALLOON FRAMING PREFERRED METHOD RIDGE TENSION STRAP USE 8-8d COMMON .JN-EACH END OF 1-1/4 ~ 20 GAUGE STRAP RIDGE BEAM / RIDGE TENSION STRAP DETAIL TABLE R501.5 NOTES FOR Sir I POUND PER ST= 0,0A79 AN/M(2), 1 POUND = 4,~5N. m ELEVATED GARAGE FLOORS SHALL BE CAPABLE OF SUPPORTING A B,OD POUND LOAD APPLIED OVER A 20 SQUARE [NOB AREA, b, APPPLIED TO ATllC SPACES MEETING THE REQUIREMENTS IN SECITRBN RCD2.4,1 FOR CONVEN11ONAL CEILING JOISTS AND SECTION R802,10,7 FOR TRUSSES, ATTICS WITHOUT STORAGE ARE THOSE WHERE THE MAXIMUM CLEAR HEIGHT BETWEEN JOINST AND RAFTER IS LESS THAN 42 INCHES, OR WHERE THERE ARE NOT TWO OR MORE ADJACENT TRUSSES ~TH THE SAME WEB CONFIGURATION CAPABLE OF CONTAINING A RECTANGLE 42 INCHES HIGH BY 2 FEET WIDE, OR OREATERE, LOBATED ~THIN THE PLANE OF ~E TRUSS, FOR ATTICS WLTHOUT STORAGE, THIS LIVE LOAM NEED NOT BE ASSUMED TO ACT CONCURRENTLY ~TH ANY OTHER LIVE LOAM REQUIREMENTS. ¢, INDIVIDUAL STAIR TREADS SHALL BE DESIGNED FOR THE UNIFROMLY DISTRIBUTED LIVE LOAM OR A 300 POUND CDNCENTRATEB LOAD ACTING OVER AN AREA OF 4 SQUARE INCHES, WHICHEVER PRODUCES THE GREATER STRESSES, d, A SINGLE CONCENTRATED LDAB APPLIED tN ANY DIRECTION AT ANY POINT ALONG THE TOP e. SEE SECTION R502,2. FOR DECKS ATTACHED TO EXTERIOR WALLS, f, GUARD IN - FILL COMPONENTS (ALL THOSE EXCEPT THE HANDRAIL), BALUSTERS AND PANEL FILLER SHALL BE DESIGNED TO ~THSTANB A HORIZONTALLY APPLIED NORMAL LOAD OF 50 POUND ON AN AREA EQUAL TO 1 SQUARE FOOT, THIS LOAD NEED NOT BE ASSUMED TO ACT OONCURRENTLY WITH ANY OTHER LIVE LOAD REQUIREMENT g, APPLIES TO ATTICE SPACES NOT MEETING THE RBQUREMENTS FOR STORAGE PER FOOTNOTE b, SEE SECTION R802.4 2 FOR CONVENTIONAL GELLING JOISTS AND SECTION RCO2,1D,6 FOR TRUSSES. FOR ATTICS WiTH LIMITED STORAGE AND CONS'~UCTED ~TH TRUSSES, THIS LIVE LOAD NEED ONLY BE APPLIED TO THOSE PORTIONS OF THE BOTTOM CHORD OF NOT LESS TAHN TWO ADJACENT TRUSSES WITH THE SAME WEB CONFIGURATION CONTAINING A RECTANGLE 42 INCHES (1067mm) HiGH OR GREATER BY 2 FEET (610 mm) WIDE OR GREATER, LOCATED WITHIN THE PLANE OF THE TRUSS, THE RECTANGLE SHALL FIT BETWEEN THE TOP OF THE BOTTOM CHORD AND BOTTOM OF ANY OTHER TRUSS MEMBER, PROWDED THAT EACH OF THE FOLLOWING CRITERIA IS MET: 1, THE ATTIC AREA iS ACCESSIBLE BY A PULL - DOWN STAIRWAY OR FRAMED OPENING IN ACCORDANCE WITH sECqON 807ii;AND 2 THE TRUSS SHALL HAVE A BOTTOM CHORD PITCH LESS THAN 2:12. h ATTIC SPACES SERVED BY A FIXED STAIR SHALL BE DESIGNED TO SUPPORT THE MINIMUM LIVE LOAM SPECIFIED FOR SLEEPING T A B L E R301.5 MINIMUM UNIFORMLY DISTRIBUTED LOADS (PSI) USE LIVE LOAD EXTERIOR BALCONIES 60 DECKS 40 PASSENGER VEHICLE GARAGES 50 ATTIC WITHOUT STORAGE 10 ATTICS WITH STORAGE 20 ROOMS OTHER THAN SLEEPING ROOMS 40 SLEEPING ROOMS ~0 STAIRS 40 CUARDRAILS AND HANDRAILS 200 SHEET NO, (TABLE 3.1 WFCM HIGH WIND EDITION) NAILING SCHEDULE JOINT DESCRIPTION NUMBER OF NAILS NAIL SPACING RAFTER TO TOP PLATE ITOE-NAILED) 4-8d PER RAFTER CEILING JOIST TO TOP PLATE ( TOE-NAILED) 4-8d PER JOIST CEILING JOIST TO PARALLEL RAFTER { FACE-NAILED) 9-16d EACH LAP CEILING JOIST OVER PARTITIONS (FACE-NAILED) 9-16d EACH LAP COLLAR TIE TO RAFTER (FACE-NAILED) §-Sd PER TIE BLOCKING TO RAFTER {TOE-NAILED) 2-8d EACH END TRIM BOARD TO RAFTER {END-NAILED) 2-1§d EACH END WALL FRAMING TOP PLATE TO TOP PLATE {FACE-NAILED) 2-16d (SEE NOTE 1) PER FOOT TOP PLATE AT INTERSECTION {FACE-NAILED) 4-~6d JOINTS - EACH SIDE S1UD TO STUD (FACE-NAILED) 2-15d 24' O.C. HEADER TO HEADER (FACE-NAILED) 16d 16" O,C, ALONG EDGES TOP OR BOTTOM PLATE TO STUD (END-NAILED) 2-16d PER 2X4. STUD 3-16d PER 2X6 STUD 4-16d PER 2XB STUD BOTTOM PLATE TO FLOOR dOIST, BANDJOIST, ENDJOIST OR BLOKING FACE-NAILED) 2-16d (SEE NOTE 1,2) PER FOOT FLOOR FRAMING JOIST TO SILL. TOP PLATE TO GIRDER (TOE-NNLED) 4-8d PER JOIST BRIDGING TO JOIST (TOE-NAILED) 2-8d EACH END BLOCKING TO SILL OR TOP PLATE {TOE-NAILED) 3-16d EACH B)-OCK LEDOER S~RIP TO BEAM {FACE-NAILED) 3-16d EACH JOIST JOIST ON LEDGER TO BEAM (TOE-NAILED) 3-Bd PER JOIST BAND JOIST TOJOIST (END-NAILED) 3-16d PER JOIST BAND JOIST TO SILL OR TOP PLAlE (TOE-NAILED) 3-16d PER JOIST ROOF SHEATHING STRUCTURAL PANELS 8d (SEE TABLE 3,8) DIAGONAL BOARD SHEATING 1"X6" OR 1"X8" 2-Bd PER SUPPORT f'XlO" OR WIDER 3-8d PER SUPPORT CEILING SHEAIINB GIPSUM WALLBOARD I 5d COOLERS I I" EDGE / 10" FIELD WALL SHEATHING STRUCTURAL PANELS 8d (SEE TABLE 3.9) FIREBOARD PANELS 7/16" Od 3" EDGE / 6" FIELD 25/32" 8d 3" EDGE / §" RELD GIPSUM WALLBOARD 5d COOLERS 1" EDGE / 10" FIELD HARDBOARD 8d (SEE TABLE 3.9) PARTICLEBOARD PANEL 8d (SEE TABLE 3,9) DIAGONAL BOARD SHEATING I"XB" OR I"X8" 2-8d PER SUPPORT 1"X10" OR WIDER 3-8d PER L~JPPORT FLOOR SHEATHING STRUCTURAL PANELS 1' OR LESS 8d 6" EDGE / 12" FIELD GREATER ]HAN 1" 1Od 6" EDGE / 6" FIELD DIAGONAL BOARD SHEAllNG l"X6" OR I"XB" 2-8d PER SUPPORT 1'X10" OR WIDER 3-8d PER SUPPORT 1, NAiL REQUIREMENTSAREA BASED ON WALL SHEATINO NAILED 6" ON-CENTER AT THE PANEL EDGE . IF WALL SHEATING IS NAILED 3" ON-CENTER AT THTE PANEL EDGE TO OBTAIN HIGHER SHEAR CAPACITIES. NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED. OR ALTERNATE CONNECTORS SUCH AS SHEAR PLATES. wALL SHALL BE USED TO MAINTAIN THE LOAD PATH, 2, WHEN WALL SHEATING CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF NAILS SHALL BE PERMITED TO BE REDUCED TO l-6d NAIL PER FOOT. (TABLE 5.2 B WFCM 2001 HiGH WIND EDITION) SIMPSON STRONG - TIE 1 1/4" COIL STRAP - 16" O,C. USE 4-8D NAILS AT EACH STUD MIN OVERLAP IS 12" FLOOR TO FLOOR CONNECTION SILL OR BOTTOM PLATE TO FOUNDATION ANCHOR BOLT CONNECTIONS RESISTING LATERAL & SHEAR LOADS SILL PLATE TO RIM JOIST TO STUD MAX. ANCHOR BOLT SPACING (INCHES) NO~S %2,5,4 (TABLE 5.10 WFCM 2001 HIGH WIND EDITION) ROOF SHEATHING ATTACHMENT REQUIREMENTS FOR WIND LOADS E' NAIL SPACING AT PANEL EDGE (IN) ) (TABLE 5,11 WFCM 2001 HIGH WIND EDITION) WALL SHEATHING &: CLADDING ATTACHMENT REQUIREMENTS FOR WIND LOADS EXPOSURE B [INCHES O,C.~ (SEE NOTE .~) (I/2" ANCHOR BOL~) NAIL SPACING AT PANEL EGDE ON) H-B SIMPSON 5 8D TO STUD ~" ANCHOR BOLT (14") BP 3 PLATE MINIMUM EMBEDMENT ON DWOS A-3,1 AND A-3.2) SIMPSON ~" PHD§-SD55 (14) SDS Y*" X 5" WOOD SCREWS 7" MIN EMBEDMENT FOUNDATION PLANS A-3.1 AND A-3.2 FOR LOCATION) (MINIMUM DOUBLE STUD) EDGE DISTANCE SIMPSON STRONG-TIE MIS56 OR 1 1/4" COIL STOCK AT EACH ROOF RAFTER USE 8-16D NAILS AT EACH END, 12" MIN OVERLAP PER COMPONENT STUD TO ROOF RAFTER CONNECTION M/TSSO" HEADER LSTA21 ~TUDS TO FOUNDATION CONNECTION SIMEON STRONG - TIE 1 1/4" COIL STRAP - 16" O.C. USE 4-8D NAILS © EACH STUD, TYPICAL FRAMED STHD8 STRAPPING FOR OPENING EXTERIOR WALL WRAP UNDER SILL PLATE DIN. OVERLAP IS 12" JOIST AND CONNECTION RAFTERS The design of this structure Is based upon prescriptive approoch using the Wood Frame Construction Manual (WFCM) 2001 BBC published by Re Ameri~,, Forest and Paper Association, Non- Structural lements are based upon the New Yo~k State 'RESIDENTIAL CODE danuary 2007. For the Climatic and Geographical Design Criteria, see Table R301.2(I) on sheet no, 1 All non engineered )umber to be Douglas FirTh2 or better Wind Limitations-Section R301,2A Design Criteria-Section R301,2.1.1. (See Table R301,2,1.2, for Wind-Bom Debris Proteotlon Fostenlng Schedule For Wood Structural Panels) Dead Load-Section R301.4 Live Load-Section R301.S Light and Ventilation-Section R305 Minimum Room Area-Section Ceiling Height-Section R305 Sonitotion-Section Toilet Both ond Shower Space-Section R307 Glazing-Section R308 Garages and Carports-Section R309 Emergency Escape and Rescue Opening-Section RSlO Exit -Section R311 Landing-Section R$11.5,4 Ramps-Section ESl f.6 Stairway-Section R311.5 Hondrail-Sectlon RSl 1,5,§ Guards-Section RSt2 Smoke Alarms-Section R.~13 Foam plesDc-SecUon R314 Flame Spread and Smoke-Section R31S Insulation-Section R31B Dwelling Unit Separation-Section R317 Moisture Vapor Retordsrs-Section R318 Protection Against Decay-Section R319 Protection Against Termites-Section RSBO Site Address-Section R321 Accessibility-SeeOon R522 Flood Resistont Construction-Section R325 Foundation-Chapter 4 Design based upon presumptive Iood bearing ~lues of sandy gravel Grid or gr~vel at 300D pounds fper squore foot. Contractor to consult Arcltect if different soil materials ere or test hole, for alternative footing and foundation woll design, Foundation Notes: 5/8" Ancor Bolts (SSTB-28) See char[ on this sheet for spacing B" poured concrete foundation wall 8'-0" high, 3D00 I~ test Minimum depth-Section 403.1,4, 48' minimum coverage to tap of footing 16"x8" poured concrete woll footings, 3000# test 2-1 3/4"xll 7/8" Mlcrolam Girder (or ;3 1/2"xll 7/8" Power Boom) 4" poured concrete floor sl~b with 6x6x#10 mesh and vopor barrier Do.rap p. roof. lng at exterior foundotion below grade-Section R406 $0 xSO x12 deep poured concrete column footings, 30001~ test CONCRETE TO HAVE 5 TO 7~* AIR-ENTRAINMENT Deck and parch floorings as noted, SO00~ test, 48" minimum buried depth Foundctlon wall to extend a minimum 8" above finished grade All footing to be carried down to undisturbed soil No footing shall be set higher than o .30 degree angle from any other footing Pour no concrete on frozen ground or in freezing water, Provide 3 1/2' steel lally columns, Backfill shall not be placed against the wall until the wall has sufficient strength and hos been =nchored to the floor ~bove~ or has been sufficiently breced to prevent damege by the backfill {Section R404. L7.) Floors - WFCM Prescriptive Method. Floor framing shall be nailed In aacordance with Table 3,1 WFCM HIGH WIND EDITION. Oraftstopplng - Section R502.12 Fireblocking - Section R502,13, Floor Construction; 3/4" plywood subfioor, fasten per Table 3.1 WFCM, Floor Joists; see Foundation and Floor Plans, spacing as noted. Fasten per Teble .3.1 WFCM, 2-Dx6 ACQ sill with termite shield end sill seal, Finish floors per agreement, Wall construction - WFCM Prescriptive Method, Wallframlng and finishing shag be noiled and or screwed in olccordance with WFCM, T~ble 3.1 table 5.SB,sectlons 3.2.2.1, 3.2.2.2, 3.2.2.3, 3.2.1.7 lx6 foscio, wrap Overhangs os noted, VIn~ vented soffits. Allumlnum gutters and leaders, Siding: see Elevations, Tyvek housewrop. 1/2" plywood sheafing, see fastening schedule~ Table 3.1~ S,S WFCM. 2x4x Studs ~ 16' o.a, with 2x4 shoe and double 2x4 plots I/2" Gypsum wall board )P PLATE 5/8"Type X GWB In garage, (2) la.rs ~" GWB at fire partition I/'2" MR GWB in wet areas At leost one window In eoch sleeping roam shall comply with the exit reqirementa of section R310. Note drilling and notahlng limitations [~ Bgure R602,6(1) for bearing walls and figure R 602,6{2) for non - booting wolls, Follow exterior comer framing detail figure R602.10,5 Roof assemblies - WFCM Prescriptive Method (WFCM 5.2.1,1 Toble 5.1/ .3.8) Asphalt strip shingles shall hGve minimum of six {6) fGsteners per shingle (seation EgOS.B) Underla~mant appllcotion {Section RgO5.2,7.)nalling see table For roof slopes of two (2) units vertical In twelve {12) units horizontol {17- percent slope), up to four (4) units vertical twelve (12) units horlzontol (33 -percent slope undeNayrnent shall be two (2) lyers applied in the following manner. Apply A 19-Inch (483)strip of undedeyment felt layers with and starting at the eaves . fastened suffieiently to hold in place+ Starting at the save ,app[y 36- inch wide {914 mm( sheets of undeNa~ment, overlapping successive sheets 19 inches (483mm), and fstened sufficiently to hold in place, For roof slopes of four (4) units vertical in telve {12( units, Ice Protfction {Section R905.2,7,1) Undedayment in High wind {Section R905.2,7,2) Flashing {Section R905.2,~) Chimney Grid Brespaces - Chopter 10 Energy Efficiency - Chapter 11, see attached report Mechonlcol - Chapter 12 Generol Mechonlcal System - Chopter Healing and cooling equipment - Chapter 14 Exhouet Suetem - Chapter 15 Duct System - Chopter 16 Combustion Air - Chapter 17 Chlmne~ and Vents - Chapter lB Plumbing - Part Simpson SJrong-Tie CS2O I~" COILED STRAP, MIN 12" OVERLAP AT EACH FLOOR TO FLOOR CONNECTIONS: CANTILEVER CONDITION GENERAL NOTES: 1. All works shall be performed In accordance with all state. municipal, local zoning and building codes and ordinonces having juNsdlctlon and best standards of oonstr~ctlon discrepanales must be brought to the attention of the Architect of one year form the date of the final Certificate of Occupancy. designed air-temperature of 0 degrees F, and 15 MPH wind, on 0ny other projeet except by written authorization of the Architect. contractor or Io~1 building department UPUFT - CONllNUOUS PATH CONNECTORS USE SIMPSON STRONG-TIE CONNECTORS FOLLOW PRODUCT SELECTION GUIDE AND INSTALLATION MANUAL FOR HIGH WINO RESISTANT CONSTRUCTION CATALOG C-HW02 ANCHOR BOLTS IN FOUNDATION USE'. SS1~28 WITH BEARING PLATE, SEE FOUNDAllON NOTES FOR SPACING SILL PLATE TO RIM JOIST USE: LTP4 18" O,C, AT EXTERIOR PERIMETER AND GARAGE/HOUSE COMMON WALL USE (4)-8d NAILS AT EACH END GAPAGe STIJD GARAGE SILL PLATE USE; SSP CONNECTOR AT 16" O,C, USE (4)-Bd NAILS AT EACH END RIM JOIST TO STUD CONNECTION USE: MT5 36, 16" O,C, USE (4)-8d NAILS AT EACH END FLOOR TO FLOOR CONNECTION USE: MSTA 36, 16" O,C, US£ (4)-Bd NAILS AT EACH END RAFTER TO STUD CONNECTION USE; MTS 36, EACH ROOF RAFTER USE B 1Bd NAILS AT EACH END RAFTER TO RIDGE TO RAFTER CONNECTION USEI H7 EACH ROOF RAFTER ~ DECK POST TO CONCRETE CONNECTION USE: PBS4~A FOR EACH POST DECK POST TO GIRDER CONNECTION USE: PC44 FOR EACH POST GIRDER TO DECK JOIST CONNECTION USEI Simpson Strong-Tie U210 2X8 AT EACH RAFTER 4-10d x 1 1/2" MT$12 0 EACH JOIST PORCH POST TO DECK USE: PS720 {ALIGN WITH JOIST BELOW) PORCH POST TO GIRGER USE: PS720 PORCH ROOF RAFTER TO GIRDER USE: H2,SA AT EACH ROOF RAFTER NOTE: ATTACH LEDGER TO FRAMING MEMBER WITH 2-1/2" X 5" LAG BOLTS AT 16" ON CENTER Simpson Strong-Tie U210 2X6 AT EACH CEILING JOIST 4-10d x11/2" ~..~Simpson Strong-Tie U210 2X6 AT EACH DECK/PORCH JOIST 4-10d x 1 1/2" / DECK LEDGER TYPICAL PORCH CONNECTIONS BTU ~ BEARING PLATE DOUBLE 2X MIN. FOR HEADER OR BEAM Simpson Strong-Tie AC4 ~ AT EAC ~" THREADED ROD REQUIRED FOR STU 2'MINIMUM DDECOVER Simpson Strong-~e AB Al EACH POST FOOTING PORCH CNW NUT COLUMN EDGE DISTANCE* EDGE DISTANCE* *NOTE: SEE MANUFACTURERS MINIMUM DISTANCE CHART FOR INSTALLATION CONNECTIONS -p 0 m SHEET m NO,