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HomeMy WebLinkAbout35659-ZFORM NO. 4 TOWN OF S0UTHOLD BUILDING DEPARTMENT office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-34655 Rte: 11/04/10 THIS c~d~TIFIES that the building ALTEP~ATION Location of Property: 9350 NORTH BAYVIEW RD SOUTHOLD (HOUSE NO.) (STREET) (HAMLET) Cotu/ty Tax Map NO. 473889 Section 79 Block 8 Lot 12.3 Subdivision Filed Map No. __ Lot No. __ conforms substantially to the Application for Building Permit heretofore filed in this office dated JTJNE 9, 2010 pursuant to which Building Permit No. 35659-Z dated JUNE 18, 2010 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 ALTERATION TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR. The certificate is issued to DAVID DICKERSON & KAREN MURRAY (OWNER) of the aforesaid building. SuF~OI~I~q~ZDEPAR~OF }~J~THA_PPRO~L~L N/A RI.R~-rKIC~J~ UIOI'rIFIC3~TH NO. 35659 09/29/10 pLIghtERS CERTIFICATION DA'r~3 N/A Rev. 1/81 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 35659 Z Date JUNE 18, 2010 Permission is hereby granted to: DAVID DICKERSON 9350 NORTH BAYVIEW RD SOUTHOLD,NY 11971 for : ALTERATION TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR at premises located at 9350 County Tax Map No. 473889 Section 079 pursuant to application dated JUNE Building Inspector to expire on DECEMBER NORTH BAYVIEW RD SOUTHOLD Block 0008 Lot NO. 012.003 9, 2010 and approved by the 18, 2011. Fee $ 200.00 Authorized Signature ORIGINAL Rev. 5/8/02 l%rm N~. ~ TOWN OF $OUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 · . APPLICATION FOR CERTIFICATE OF occuPANCY This application mU,~t be filled in by typewriter or ink and submitted to the Building Deparanent with the following: .A. For new bullding or new use: ' 1. Final survey 0f property with accurate location of all buddings, property liaes, streets, and unusual natural or topographic features. .2. Fiaal Approval from Health DePt. of water supply and sewerage-disposal {S-9 form). · ~. Approval of electrical installation fi'Om Board of Fire Underwriters. : 4. Sworn statement fmmplumber celtifying'that the Solder used in system contains less tbs, 2/10 of 1% lead.. Commercial building, i~dustrial building,multtpl¢ residence~ and similar buildings and installations, a Certificate' . o f Code Compliance from architect, or anginee? responsible for the building. '6. Submit plnn,i"g Board Approval o~6ompleted site·plan requirements. B..]For existing, buildtng~.(prto? to April 9, 1957) non,conforming uses, or buildings and ~'pre-existing" land uses: 1. Aecurate survey o f property, showhig all property lin~, streets, building and unusual natural or topograpMc features. ' 2. A properly completed application and consent to inspeet signed by the applicant, if a Certificaie 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, Alteratious to dwelling $23.00, Swimlutn~ pool $25,00, Accessory building $25.00, Additions to accessory building $25.00, Businesses $50.00. 2.Celt!time of O~apaney on Pre~xisti~ig Building: $100.00 3. ' Copy of Certificate of Oceupancy'. $.25 4. Updated Certificate of Occupancy - $50.00 5. Temporayy Certificate of Occupancy _ Residential $15.00, Commercial $15.00 .pate. -l ew Construction: Old or Pre~eXisting Building: ~ (cheek One) ' '- · sffeet · Hamlet · S ffo k coaaty Tax. Map !000, secuon· Subdivision · · Health Dept. ApprOval: · · · . . Block- . . Filed Map.. ' Appl/cant: Underwriten Approval:, · Lot: 'Planning Board Approval: Request for: Temporary Certificate Fee Submitted: $ ~5 Final Certificate: ~~(~heck one) Applicant Signature Town ltall Annex 54375 Main Road P.(), Box 117!) S(mthold, NY 11971-0959 Telephone (631) 7t;5-1802 Fax (C31) 765-9502 ro.qer, richert~,town.southold.ny.us I?,UILI)IN(; I)EPAI/TM ENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION ssued To: Dickerson-Murray ~ddress: 9350 North Bayview Rd City: Southold St: NY Zip: 11971 3uilding Permit #: 35659 Section: 79 Block: 8 Lot: 12.003 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Mariner Electric LicenseNo: 45056-me SITE DETAILS Office Use Only Residential [~ Indoor ~ Basement ~ Service Only Commedcal Outdoor 1st Floor Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Servicelph ~ Heat ~ DuplecRecpt ~ CeilingFixtures ~ HIDFixtures~ Wall Fixtures Smoke Detectors Service 3 ph Hot Water GFCI Recpt Main Panel NC Condenser Single Recpt Recessed Fixtures CO Detectors Sub Panel NC Blower Range Recpt Fluorescent Fixture U Pumps Transformer Appliances Dryer Recpt Emergency Fixture~J Time Clocks Disconnect Switches Twist Lock Exit Fixtures [__J TVSS Other Equipment: 1 -paddle fan Notes: second floor addition Inspector Signature: Date: Sept 29 2010 81-Cert Electrical Compliance Form TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] FO~ION 2ND [//~'31:RAMING / STRAPPING [ [ ] FIREPLACE & CHIMNEY [ [ ] FIRE RESISTANT CONSTRUCTION [ REMARKS: / [ ] ROUGH PLBG. [ ]INSULATION ]FINAL ]FIRE SAFETY INSPECTION ]FIRE RESISTANT PENETRATION DATE ?/~'~//© INSPECTOR_~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION (~ ]~FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION '~ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) DATE TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INS?J.A~ON [ ] FRAMING / STRAPPING [//] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRERESlSTJ#TCOIA'TR~ REMARKS: [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT PF. RETRATION DATE INSPECTOR ~ ~OUND~.~ON (~ST~ ~1 ~ ... ........ ~/~ ~o~A~O~ (~) ~/~ ~ / ,, . STA~ E~ cODE ..... ~/ / i/ ~0~ CO~ . ,_ . .. , ,'~ . . . . -- ~ TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 SoutholdTown. NorthFork.net Exalnined Approved Disapproved a/c Expiration /&//g,20 /I sets of 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 Flood Permit Storm-Water Assessment Form Contact: Mail to: Phone: JUN - 9 2010 BI.I)I;. 0[fk '"T 0. This ap~ig~0![cSOUTN~]0 be comt dans, accurate plot plan to scale. ~¢ :~nspector 'LICATION FOR BUILDING PERMIT Date INSTRUCTIONS etely filled in by typewriter or in ink and submitted to the Building Inspector with 4 e according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building cO~ousing code, and regulations, and to admit auth°rized inspect°rs °n premises and in building f°r necessary inspecti~fg) / '~ ff'NL /) ................ - (Mailing address of applicant) State whether applicant is owner, Name of owner of premises lessee, agent, architect, engineer, general contractor, electrician, plumber or builder (A s/s~o n ~h::x ~or lat e! -/d ee~''~ 5,]'~t'~) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trades License No. Location of land on wh. ich pLoposed work will be done: House Number Street / County Tax Map No. 1000 Section '/q Block Subdivision / Hamlet /Z .-5 Lot Filed Map No. Lot 2. use and occupancy of proposed construction: 3. Nature of work (check which applicable): New Building -wr Repair Removal Demolition Estimated Cost / ~ ~ Fee State existing use and occupancy of premi,~s and intended a. Existing use and occupancy ! C tv ~q b. Intended use and occupancy /V, C~ ~ If dwelling, number of dwelling units If garage, number of cars Addition Other Work Alteration (Description) Number (To be paid on filing this application) 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 Rear .Depth Height. Number of Stories Dimensions of same structure with alterations or additions: Front Depth. Height Number of Stories Rear 8. Dimensions of entire new construction: Front Height Number of Stories 9. Sizeoflot: Front Rear Depth Rear .Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 4 ~ ~ 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO,~ 13. Will lot be re-graded? YES NO~,~Tqill excess fill be removed from premises? YES NO__ c'. //_~ ~l r{. £ 14. Names of Owner ofpre~m?ses ~ d f~ Address NameofArchitect ~.J~,(.j_~'- l~ r/ Address Name of Contractor ~"~ ~ Address Ph°ne N°' 7~/f - Phone No 72-'7 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 ~F,,6~rlRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES · IF YES, PROVIDE A COPY. NO STATE OF NEW YORK) CO TY (Name o f iI~dividual s~ ;~nTc~bove named, (S)He is the J(Contractor, Agent, Corporate Officer, etc.) being duly swom, deposes and says that (s)he is the applicant CONNI£ D BUNCI-t Notary Public.b'~ta of N~ Yo~ Sworn to before me this ~ ~ dayof k,] t'/r~_ 20 I 9 Notary Public 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. Town Itall Annex 54375 Main Road P.O. Box 1179 Southold, NY 11971-0959 Telephone (631) 765-1802 BUILDING DEPARTMENT \ \..~ - l o TOWN OF SOUTHOLD APPUCATION FOR ELECTRICAL ~NSPECTION REQUESTED BY: Company Name: Name: License No.: Date: Address: Phone No.: JOBSITE INFORMATION: (*IndiCates required information) *Name: *Address: *Cross Street: *Phone No.: ~ \' 'Th -( - 5 ~&'7 Permit No.: ~ 5 ~ 5 ~ Tax Map District: 1000 Section: . ~h ~ *BRIEF DESCRIPTION OF WORK (Please PHnt Clea~y) Block: Lot: 0\3.. (Please Circle All That Apply) *Is job ready for inspection: ,Do you need a Temp Certificate: Temp Information (If needed} - *Service Size: I Phase 3Phase *New Service: 'Re-connect Additional InfOrmatie~: 82--Request for Inspection Form (~NO ~ ' Final YESd-N 100 Underground 150 200 300 350 400 Other Number of Meters Change of Service Overhead PAYMENT DUE WITH APPLICATION Town Hall Anncx 54375 Main ll. oad 1'.O. Box 1175) Southold, NY 1197 I-()95!} Telephone (631) 763-1802 Fax (631) 763-9502 B1 JILl)lNG DEPARTMENT TOWN OF SOUTHOLD August 31,2010 David Dickerson 9350 North Bayview Road Southold, NY 11971 TO WHOM IT MAY CONCERN: efollowing items are needed to complete your Certificate of Occupancy: __ Application of Certificate of Occupancy. (Enclosed) ,~7~---~,~ Electrical Underwriters Certificate. XN'x~ A fee of $25.00. __ Final Health Department approval. Plumbers Solder Certificate. (All permits involving plumbing after 4/1184) __ Trustees Certificate of Compliance. (Town Trustees #765-1892) __ Final Planning Board approval. __ Final Fire Inspection from Fire Marshal. __ Final Inspection from the Building Dept. __ Final Landmark Preservation approval. Building Permit: 35669-Z alteration Town of Southold Erosion, Sedimentation & Storm-Water Run-off ASSESSMENT FORM PROPERTY LOCATIOH: S.C,T, #: -p THE FOLLOWING ACTIONS MAY REQUIRE THE SUBMISSION OF A ~l~ct~ ~n ~?~ ~L~._~ STORM-WATER~ GRADING, DRAINAGE AND ER.ION CONTROL PLAN k CERTIFIED BY A DESIGN PROFESSIONAL IN THE STATE OF NEW YORK. SCOPE OF WORK - PROPOSED CONSTRUCTION ITE~# /WORKASSESSM~NT [ Yes No a. What is the Total Ama of the Project Parcels? '1 Will this Project Retain All Storm-Water Run-Off (loclude Total Area of all Parcels Iocatad within Generated by a Two (2") Inch Rainfall on Stie? ~ the Scope of Work for Pmpesed Con~) (S.F. ! Ac~esl (This item will include all mn-off created by sits b. What is the Total Ama of Land Clearing cleadng and/o~ construction actlvifies as well es all and/or Ground Disturbance for the proposed Site Improvements and the permanent creagon of construction activity? impervious surfaces.) (S.F.,~.) 2 Does the Site Plan and/or Survey Show All Proposed PROVH)E BI~F_,IF PROJF.,CT DF~CIUIrHON 0°'edda ~do?ae~ p~e.. k~,~ed) Drainage Structures Indicating Size & Location? This Item shall include all Proposed Grade Changes and Slopes Controlling Surface Watsr Flow. 3 Does the Site Plan and/or Survey describe the erosion and sediment control practi~es that will be used to ~'~ control site erosion and storm water discharges. This item must be maintained throughout the Entire Construction Peded. 4Will this Project Require any Land Filling, Grading or Excavation where them is a change to the Natural [--'"! Existing Grade Involving mom than 200 Cubic YardsI--~ -- of Material within any Parcel? 5 Will this Application Require Land Disturbing Activities I--"1 Encompassing an Ama in Excess of Five Thousand (5,000 S.F.) Square Feet of Ground Surface? -- 6 is there a Natural Water Course Running through the I"--'I Site? Is this Project within the Trustaes jurisdiction~ $eneral DEC SWPPP Requirements: or within One Hundred (100') feet of a Wetland or -- Submission of a SWPPP is required for all Cons~uction activities involving soil Beach? disturbances of one (1) or more acres; including disturbances of ~ess than o~e ac~e that 7Will there be Site preparation on Existing Grade Slopes ~ are pa~t of a larger common plan that will ultimately disturb one or more acres of land; which Exceed Fifteen (15) feet of Vertical Rise to including ConstnJction act k, itiss in'~3lvlng soil disturbances of less than one (1) acre where One Hundred (100') of Hedzontal Distance? -- the DEC has dofernllned that a SPDES permit is required for st(xm water discharges. SWPPP's Shall meet the Minimum Requirements of the SPDES General Permit 8 Will Driveways. Parking Areas or other Impervious r'~ ~. storm water Discharges rrm ConstRiction activity - Permit No. GP-O-~O-00t .) Surfaces be Sloped to Direct Storm-Water Run-Off 1. '~e SWPPP shall be prepared p~or to the submiltol of the NOI. 'The NOI sha[~ be into and/or in the direction of a Town right-of-way?~ -- required, poof-consb~x:fion stom~ water management practice~ that will be used and/or Removal of Vegetation and/or the Construction of any D · q_ W~ CONNIE D BUNCH S']~ EOFNE YORK, ~.~L,~ ?~-~' Nota[yPublic St~teofNewYo~ COUNtrY OF .....:......~....~..~ .......... ..--:.. ....... SS No, 01~U6185050 \ ~_~:.~....~ elualifled in S~01k County l And that be/she is the ....... ;.J...~.....~...~..L.- ............................................... : ............................................................................ Owner and/or representative of the Owner or Owners, and is duly authorized to perform or have performed the r, aid work and to make and fde this application; ~hat all statements contained in this application are t~ue to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the appficafon filed herewith. FORM-06/IO URV ¥ OF LOT HAP OF= NOt,TH BA'F¥1EH A C,I^'ItE FILED I'4ARF_2-1 I~, 2OOI FILE No. I~ 51T~ATE, BA'FVI~N TOINN, ~=t=OLK COUNT'K, ECJ~VET-~ O~-~1-OI FOUNDATION LOC,. O~-16-OI ~ln~l O~-I~-O2, cerL~. 04-22-<:)2 ~U~=OLK ~'l"g TAX LOT # I000 - -lq - ~ - 12.D ~F:OLK COUN-PK DEFT. OF: HEALTH I~. # t~10 - OI - 010~ DAVID C. DI~. :~ ~ON KAR]~I MURRAY ASTORIA .FI~DBRAL SAVINGS AND LOAN A~SOC~TION FiRKF AMI3RiCAN Tl'rl~ ~i'SURANC~3 COMPANY OF NE~ YORK l..07. c.~ zw. DETAIL t I / / / / ///~O7. N W ',,~. E S NOTE5.- · MONUMENT FOUND AREA = 200,.~,04 EE= O~ 4.&O ACR.E~ ®t~.APHIC, ~CAL.E I"= I00' 6 EAST MAIN STREET N.Y.S. LIC. NO. 50202 RIVERHEAD, N.Y. 11901 369-8288 Fax 369-8287 REF.\\Compaqserve~pros\Ol\01-139A.pro MATCH SECOND FLOOR ELEVA~ON EXISTING JOISTS GIRDER SCALE', N,T.S, EACH JOIST $/~-" PLYWOOD SUBFLOOR F-TO MATCH EXISTING FIN. FLOOR .PER OWNER INSULATION (2)-M,L FLUSH TO %1/2" SHEET ROCK FACE OF EXIST. HDR. TAPE & SPACKLE TO MATCH EXISTING DETAIL F .KITCHEN OPEN DECK GARAGE 4-" POURED GONG, SLAB / \ / I ,,% SU EXISTING EXISTING 12"¢ PERMA CAST COL, EXISTING TJI JOiS'i~ 360 SERIES TRIPLE M,L, FLUSH TRIPLE M,L, FLUSH COLUMN (ADD (1)-M.L FLUSH TO EXIST EXISTING ~--12" ML HDR, 3-12" ML HDR, TO FOUNDAll~N BELOW / INFILL FRAME NEW SECOND FLOOR LOFT AREA IN EXISTING (2) STORY HIGH FAMILY ROOM REWORK EXIS"ilNG ELECIRICAL SWITCHES & LIGHTING PER OWNER'S LAYOUT / Gl R D ~-,/R BELOW STUDY 9'- 0" CLO. UP .DINING ROOM 9'-0" CLO, L i h il, il uP FOYER PORCH BATH B 'xTH I~IVING ROOM k d I I UNOERWRffERS CERTIFICATE OCCUPANCY OR USE IS UNLAWFUL WITHOUT CERTIFICATE OF OCCUPANCY FIRST FLOOR PLAN SCALE: 1/4" = 1'-0" APPROVED AS NOTED ALL CONSTRUCTION SHALL 0 0 m fi- CO .J ~ h < < 1'7' SHEET ND. RE,A;N ,,TORM WATER RUNOFF PURSUAHT TO CHAPTER 236 OF THE TOWN CODE, / ~ INFILL FRAMI NEW SECOND FLOOR ~ ~ '~ LOFT AREA IN EXISTING (2) STORY HIGH FAMILY ROOM ,~ ~/ REWORK EXISTING ELECTRICAL SWlTCHES / \ & LIGHTING PER OWNER'S LAYOUT ~ 0 / ~x,s~NG w, Noows L, , , X~' , ~ ~ o ) FAMILY ROOM ~ ~ SITTING MASTER ~ / ROOM ~ BEDROOM ~ ~ S~O~E ( DETECTOR -- ~ ~ BEDROOM EXIS~Ng OP~ RAIL TO RE~AIN 8'~" CLO. s'-o" CLg, ~'-0" CL6, j ~ O~E ~'-O" OPENiNg ~ h i - / z ~ ~BATH MASTER _ ~ - ~ - m - ~ - _ ~ BAT~ ~ ,~- --J ~ ~ ~ o 2668 0 BEDROOM ~,_o,, clx, BEDROOM OPEN TO a'-o" ck~. FOYER BELOW MASTER c os E TRAY CLC. I., 0 1 Im iI II I I I I II ~ S E C 0 N D F L 0 0 R P L A N SHEET SCALE; ~/~' = 1' 0" THESE D~AWINGS AND ACCOMPAN~NG SPECIFICATIONS, AS INS~U~ENTS OF SERVIC[~ ARE THE EXCLUSI~ PROPER~ OF ~E ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIDINAL SITE FOR ~ICH ~EY WERE PREPARED, REUSE, REPRODUC~ON O~ PUBLICA~ON BY ANY ~E~OD, IN ~OLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM ~E ARCHI~CT, ~E TO THESE PLANS SHALL RE~AIN WI~ ~E A,RCHI~CT,VJSUAL CONTACT WITH THEM SHALL CONSTI~ PRIMA FAC[E EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS RAFTERS AND CEILING - DEFLECTION ROOF TRUSS , SLOPES THAN ~ W/NO TOP PLATES TOP PLATE : SECOND STORY TOP PLATE- .~' GYPSM BOARD INSTAL~E~iNTABLE -3,1 ATTACHED FO RAFT£NS ~--SEE DRILLING AND 16d NAIL AT 24" O,C, ~ ~ ~STUD IN~BOR WALLS~B H/180 BE CUT OR NOICHED BORED HOLE MAX FLOOR JOIST- BETWEEN THESE LIMITS WALL STUD- DIAMETER 60% A~ Om[R smucmRA[ L/240 BORED HOLE MAX SEE DRILLING AND ~ ~SEE DRILLING AND ~~ ~W OF STUD DEPTH ~ BE~EBE~S DIAMETER 40% ~ NOTCHING PROVISIONS NOTCHING PROVISIONS EX;. W~LS ~/PLAS~ER O~ H/~GO OF STUD DEPTH BOTTOM PLATE~~~~~~BANDWFCM SECTION JOIST 5,3.1.1A~ ~ND1/3 ~AN,BRiDGiNG ,1/~SPA, ~BLOCKED~ ~ JOIST ENDS TO BERoTATioNWFCM SECTIONAGAiNST[N ACCORDANCE3'4'1'1'1 (ALLBd NAILpANELAT 6"EDGEs)O,C,(o) ~ ORNER~ ~NSTALLEDDETAiL_ WITHpANELFRAMiNC MEMBERS NOT ATBdOODNAILWFcMSTRUCTURALEDGEsATINTABLE12"ACCORDANCEo'c'3'1PANELoN ALL 40%NOTCH MUST NOT EXCEEDS/8"OF MIN,sTUD TODEPTHEDGE ~~[ ~-- -{ , ~) o. Th. ~in~ ]oo~ ~" ~ p,~mittoO to bo tok.n o~ a.7 Nmo~ thoHaTEs"W~m EXT, ~A~S-mNO LOADsWmEXD STUCCO FINIS,~wALLS_mN~xiBLE(.)BRiTT~(~)L: SPANFINISNESnNm~sLOADSLENGTH,L/2~OC/2*OH = SPAN HE,GHT 5/8"25%NOTcHMIN.oF MUsTIOsTuDEDGENoTDEPTHEXCEED~ j~l~ ~ ~ ~-~ ~)~ -- 5/8" MIN, TO EDGE TOP PLATE OR BLOCKING SEE WFCM SECTION ~,3: WiTH ~C~ 3,5,1,3-END RESTRAINT FGYPSM BOARD INSTALLED IN oomponen~ and ol.ddTng ~o.d~ For hr. p~mo~, or the d.t~rm~nrng BORED HOLES SHALL NOT / {ALL PANEL EDGES) ~ BE LOCATED IN THE SAME ~ ~ b. For cantriever memebers, L shall be taken as twice the lenght CROSS SECTION OF CUT OR · OF STUD DEPTH, THEN STUD MUST BE ,, ~ DOUBLE AND NO MORE ~AN TWO VALL CROSS SECTION OF CUT OR 5/~ MIN. TO EDGE c. For aluminum structurol members or poneles used in roofs or ~1 IN.x4 ~N. RIBBON ~ wo0s of sunroom oddiDons or poDo covers, not supporDng edge of ~ SUCCESSIVE STUDS ARE DOUBLED LAP dOIST 3 IN. MIN. /CUT INTO STUD - ~ glass or sondw)ch panels, the [otol load deflecOon sholl not ~ AND SO BORED OR BLOCKING ~ =~?~~~ I ~ 16d NAIL AT24" OC~ WFCM 2001 S~C H,CH WIND EDITION notexc~edL/lmO i .. T~R~.zZ2.1 WFCM 2001 SBC HIGH WIND EDITION sm,, ~,A=~ .. SECTION 5.~.5.1.1 FIGURE 5.5B wA~ mAC~N~ A~S~NT FACTmS BY RO~ SECTION 5.4.2.1.1 FIGURE 5.5 A i NAIL AT 6" O.C. ON ALL CO~RIN~ DE~ LO~ ~ CRAWL SPACE ~ ~NAMING MEMBSRS AT PANEL ORFOUNDATioNBASEMENT MONOUTH)C - ~ EDGES AND 12 O.C. ON ALL NOTCHING AND BORED HOLE LIMITATIONS ,0o,/~B~,.~ .OOU~BU,~ NOTCHING AND BORED HOLE LIMITATIONS SLAB-ON-GRADE FRAMING ~EMBERS NOT AT FOR INTERIOR NONBEARING WALLS ,,~,~0~ ~,,o~, FOR EXTERIOR WALLS AND BEARING WALLS ' ~ FOUNDATION (bi INSIDE CORNER DETAIL PANEL EDGES WALL SUPPORTING 15 pst or Bess 25 EXTERIOR CORNER FRAMING NOTCHING AND BORED HOLE LIMITATIONS ,oo~o.~ so E= PLATFORM FRANING INTERNEDIATE BALLOON FRAMING ' ~' FOR EXTERIOR BEARING AND INTERIOR BEARING WALL ~ ~[us ON~ STO~Y LO 1.~ 2X~ CONTINUOUS TYPIOAL WALL FLOOR A ROOF FRAMING NON-BEARING WALLS: R602.6 (1) ~ (2~. to, ~,: ~ ~ou,~ ~=, S~uA,~ ~ao,= ~.~,,/~(=) ~ ~LATERA~ BRACE AT 6' O.C. ~ND-BORNE DEBRIS PRO~C~ON FAS~NINg SCHEDUE ~i i 2-~Od NAILS m ROOF FRAMING DOUBLE TOP PLATE ~ ~I~~ BLoCKiN~ ~ I ~ ~ ~ ' ~ TRUSS OR CEILIN~ JOIST F A S T E N E R S P A C I N G ~ J ~ ~ ~ ~ SEE STUD TO RAFTER FASTENER 2 FEET * FEET 6 FEET SEC~ON A-Amm [ u m mar STuD To STUD DETAIL , ~ ..... % TYPICAL PANEL SPAN ~ PANEL SPAN ~ PANEL SPAN ( PANEL SPAN t ENDWALL I Pie TUD ~ ~ TYPE ~ 2 FEET ~ 4 FEET C 6 FEET ( 8 FEET _3~_-~ - M~"s~m~,~ ~ I A HFA~FR A Ru~NNECTORS. QulRED ~ I HEADER STUDS FULL LENOTH ~"~ 16" ,0u,m~ ~ A A WA STUDS 5d COOLERcK NAILE~O EACH ~ ~ ~' . a. THI~ TABLE BASED ON 110 NPH WJND SPEEDS AND A 53 FOOT ~EAN ROOF HEIGHT, ,om~o~ ~ ~ ~SF~A~ I , AT EACH END OF HEADER AND GYPSUN ~OARD / ~ ~ ~ I b, FASTENERS SHALL BE ~NSTALLED AT OPPOSING ENDS OF THE ~OOD STRUCTURAL PANEL, (""~) ~ o ~ J LN UPL ~ ~] I AT BOTTON OF HEADER STUDS IN o o CO~EC~ON AT gg ~Egl 5d COOLER NAILS AT 7" O.C, c, NAILS SHALL BE lOd COUUON OR 12d BOX NAILS./7° m FOUNDA~ON, ~ ~ ' R )umR~ WALL STUDS AND AT TOP AND d, WHERE SCREWS ARE ATTACHED TO MASONRY OR UASONRY/STUCCO THEY SHALL BE J ~-m~ co~~g~ ~~ BOTTOU OF CRIPPLES 20 GAUGE STRAP ~ FLOOR BRACING AT END BAYS TYPICAL FRA I:O AND UPLIFT EX~I~ WA~ S~APPING ~ ANCH~ING SCHEDUE m ~/! ~lJ~ / ~//: ~d NAtaL AT (' O,C, ENDWALL ST AREA HOLDDO. USED/LEN8TH NU.BEROFCAPACITYOFHOLDDOI~TES I: ~ ~~ ' =~ FACE OFFOOTING ~ CEILING BRACING CABLE ENDWALL a-~ m STU~ COUUECTm~ ~ - NAILS BASED 2-8d TO PLA.S ~ ~ ~o~ SHEAR WALL R UIREMENTS ELL P~ TO FOUNDA~ON : ~" ANCHOR BOLT 04') 7" DIN, EDBEDBENT T~LE ~032] (SBCC1) PLACE AT 23' ON ~N~ W:H ~" BEriNG ~ H/2 BUT NEED lOT ~ V'~' H/~ BUT NEED NO7REQUIREDDIAPHRAGM , ~CENTERoN SHEATH~NG2X BLOCKINGJoiNT RAFTER TAILS ARE NOT ~u~N.USc o ~ ~..~, , BP-~ PLATE, 12" FRON CORNER DR ~LICE , EXC[ ED 15 FT, h ED qO FT. MA> ~15/52 WOOD STRUCTURAL PANELS STRAPPED TO TOP / 2~ GAUGE STRAP :OM,hAlO, ,OUBLE ,AL ~" SST,mO sm,PSO, (M) .,~ m PER, ,, ~O~D PS, CO,C,[E, LOCA~ON OF - - ~S~%~ ~¢2~L~ ~ PLATE OF WALL BELOW ~i~ NO=:PREFERRED METHOD ,',. CONNECTION CONSTRUCTION, SSTD 10-B9) ~ABLE 505 F1 FOR LAVE CONNEO.ONS, TABLE ~05 F2 FOR UPLIFT LOAMS AT GABLE END WALLS AND AT,~R[ ~ / 8d NAIL AT ~2" O,C. ON ~ . NAIL PENETRATION INTO FRAMING IS ACHIEVED.HOLD DOWNALL FRAMING MEMBERS INSTALL THROUBH FIRST FLOOR SHOE. ROOF RAFTER BRACKETS AT SHEAR WALL CORNERS, NOT AT PANEL EDGES ~ ~ ~ 20 GA. STRAP- WINDOW AND DOOR OPENINGS: cYPSU~ BOARD 1" (FLOOR TO FLOOR A FLOOR TO FOUNDATION; WFCM FIGURE ~ ~16d NAIL AT RIDGE BEAM W DE o,c. RIDGE TENSION STRAP DETAIL W/(8) 8d NAILSTABLE R501.5 NOTES EACH SIDE ro~ SN ~ ~OU.D ~ER ST= O, 04Ze ~/~(m, ~ POU.D = SIDE WALL iNSTALLED IN ACCORDANCE WITH RAFTER IS LESS THAN 42 INCHES, OR WHERE THERE ARE NOT TWO / GYPSUM BOARD 82 NAIL AT o, INDIVIDUAL STAle ~EADS SHALL BE DESICNE~ FOR THE SIMPSON STRONGJTIE HDU ~ ~ 6 0 C (ALL OONOEN-RATED LOAD ACING OVER AN AREA OF 4 SQUARE EXTERIOR BALCONIES 60 e SIZE PER MOST RECENT gAT~G ~ / A35- Chimney Framing ~~!EOOES) d, A SINGLE CONCENTRATED LOAD APPUED IN A~Y DIRECTION AT ANY POINT ALONG THE TOP DECKS ROOF RAFTER / RIDGE DETAILPANEL INSTALL~¢~~' / % HANDRAIL)f' GUARD iN- FILL. BALUSTERsCOMPONENTSAND PANEL(ALLFILLERTHOSEsHALLEXCEPT THEME DESIGNED PASSENGER VEHICLE GARAGES 50 ACCORDANCE WITI- / % TO WITHSTAND A HORIZONTALLY APPUED NORMAL LOAO OF 50 ATTIC WITHOUT STORAGE 10 NAILING SCHEDULE / ~18d NAIL AT POUND ON AN AREA EQUAL TO 1 SQUARE FOOT. ~S LOAD NEED SCALE: N. T,S, , (TABLE 3.1, WCFM 200' / ~ 24" O,C, NOT BE ASSUMED TO ACT CONCURRENTLY WITH ANY OTHER LIVE ATTICS WiTH STORAGE 20 ~~ g. APPLIES TO ATTICE SPACES NOT MEETING THE REOUREMENTS ROOMS OTHER THAN SLEEPING ROOMS ~ ~ ~d NAIL AT 6 O,C. O~ ~ FOR STORAGE PER FOOTNOTE b, SEE SECTION RBB2,4,2 FOR ALL FRAMING MEMBER~ TRUSSES, FOR ATTICS WiTH LIMITED STORAGE AND CONSTRUCTED AT PANEL EDGES AN[ (B~ INSIDE CORNER DETAIL WITH TRUSSES, THIS LiVE LOAD NEED ONLY BE APPLIED TO THOSE SLEEPING ROOMS O,C, ON ALL ADJACENT TRUSSES WITH THE SAME WEB CONFIGURATION STAIRS 40 ~RAMING MEMBERS NO~ CONTAINING A RECTANGLE 42 INCHES (1067mm) HiGH OR GREATER AT PANEL EDGE~ BY 2 FEET (~10 mm) WiDE OR GREATER, LOCATED WI~IN THE GUARDRAILS AND HANDRAILS 200 : Sim p son Strong-Tie ToP OF THE BOTTOM CHORD AND BOTTOM OF ANY O~ER TRUSS CORNER HDU DETAIL EXTERIOR CORNER FRAMING BRACING o, FRAMED OPENING IN ACCORDANCE WITH sEOTfON 807.1:ANB h ATTIC SPACES SERVED BY A FIXED STAIR SHALL BE DESIGNED AU.OWABLE DEFLECTION OF SIRUCRURAL UEMBE~S STUCTURAL NENBER ALLOWABLE DEFLECTION RAFTERS W/gREATER L/lEO SLOPES THAN kW/NO RNISRED gEILBO ATTACHEOTORAFT£NS WALL BRACING A[UUS'IUENT FACTORS BY ROOF CO~ERING DEAD LOAD ROOF/CEILING ROOF/CEILING DEAD LOAD DEAD LOAD WALL SUPPORTING 15 pst ar mess 25 pst ROOF ONLY 1,0 1.2 RODF PLUS ONE STORY 1.0 1.1 FASTENER SPACING FASTENER 2 FEET 4- FEET § FEET PANEL SPAN ¢ PANEL SPAN ¢ PANEL SPAN (: PANEL SPAN TYPE ~ 2 FEET ~: 4- FEET ~ 6 FEET ~: 8 FEET ~ 1/2" ~ 16. g" OOD S~EWS 16" 12" 2" '~ 1§" WUU'2"01'/: S~EWS 16" 16" 12" --~ I~FABGR - ' uQNNI R ,QUI A HEADER STUDS FULL LE ~ WA S k-N UPL c.c NEC , )UIRf A EXIERIOR WALL S'IRAPPING & ANCHORING SCHEDULE AREA HOLDDOWN USED / LENGTH NUMBER OF CAPACITY OF HOLDDO Ik~B)TES NAILS BP-~ PLATE, 12" FRON CORNER DR 5~LICE ~TUD (SHEAR) SDS ~' X 0' CONNECTION (CONNER) HOLDDOWNS AS SHORN ON FOUNDAIlON PLAN T A B L E R501.5 MINIMUM UNIFORMLY DISTRIBUTED LOADS (PSI) USE LIVE LOAD EXTERIOR BALCONIES 60 DECKS 4-0 PASSENGER VEHICLE GARAGES 50 ATTIC WITHOUT STORAGE 10 ATTICS WITH STORAGE 20 ROOMS OTHER THAN SLEEPING ROOMS 4-0 SLEEPING ROOMS 30 STAIRS 40 GUARDRAILS AND HANDRAILS 200 (TABLE EDITION ) (TABLE 5.2 B WFCM 2001 HIGH WIND EDITION) The design of this structure Is based upon prescriptive approoch using the 5.1 WFCM HIGH WIND. SILL OR BOTTOM PLATE TO FOUNDATION ANCHOR BOLT Wood Frame Construction Manual (WFCM) 2001 BBC published by The American NAILING SCHEDULE ,CONNECTIONS RESISTING LATERAL & SHEAR LOADS Forest end Paper Association. Non- Structural lemente ore based upon the New 0 E N E R A L N 0 T E S: MAX, ANCHOR BOLT !~PAClNO (INCHED) York State 'RESIDENTIAL CODE Januory 2007. JOINT DESCRIPTION NUMDER OF NAILS NAIL SPACING ~ESIS~NO SUPPOR]]NS For the Climatic and Geographical Design Criteria. see Table R301.2(1) on municipal, local zoning and building codes and ordinances = Wind Llmltatlons-SeoUon R301.2.1 The American Institute of Architects CondiUons shall apply CEILING J~T TO TOP PLA~ ( TOE-NAILED~ ~ ~8d PER JOIST ~S~R ~ ~E TABU~D. Protection Fastening Schedule For Wo~ Structural P~ne[s) 2. ~e Contractor shall verify oil conditions at the site. Any CO.AR ~E TO RAF~R (FACE-NAIL~) 6-8d PER TIE (TABLE 3.10 WFCM 2001 HIOH WiND EDITION) Ceiling Height-Section R505 5, Contractor shell guarantee to the Own.r that ell materiels end BL~KING TO RAF~R (T~-NAI~D) 2-8d EACH END ROOF SHEA~ING A~ACHMENT REQUIREMENTS FOR ~ND LOADS Toilet Beth end Shower Spece-SecUon R507 will be ct good quality, free from faults and defects for e period ~lM BO~D TO RAF~R (END-NAILED~ 2-16d EACH END ~EA~ING L~A~ON S~D ~ SmUC~R~ ~lNe ~A~MUM ~k W~ FRANIN~ Emergency Escape and Rescue Opening-Section R510 method, techniques, sequences or procedures, or for the safety TOP PLATE AT IN~RSEC~ON (FACE-NAIL[D} 4-16d g~NTS - EACH SIDE ~ z~E le r e t~ Ne~ ~1 ~tol~oy--Sectlon R511.5 Architect sholl not be responsible for the acts or omission by Smoke Alarms-Section R513 consen~ of the ArcMtecL TOP OR BO~O~ P~ TO S~D ([ND-NAI~D) 2-t6d PER 2X~ S~D F 4 ~s~ .o~ 4~ Flame Spread end Smoke-Section R~15 insurance coveroge statutory policies (Worker 3-t6d PER 2X6 S~D Compensotion, etc.) end general liobiRty In ~n mount no~ JOIST TO SI~ TOP PLA~ TO GIRDER (T~-NAI~D) 4-8d PER JOIST u[~aERS ~ 0~,49, FOR m~lNG ~E~BERS ~ 0.42<G<0,49 ~E NAILING ~ Accessibility-Section R522 BRIDGING TO d~ST {TOE-NNL~) 2-8d EACH END ~E~BERS ~ G~,49, FOR FR~INO MEMBERS ~ 0.42<G<0,49 ~E NNLING ~ACINGS ~ALL eE REDU~D Foundotlon-Ch~pt~ 4 BLOCKING TO SILL OR T~ PLA~ (TOE-NAILED) 3-16d [A~H ~LO~ To 3 INCHES O.C. Design bosed upon presumptive loud bearing volues of sondy gr~vel ond or grovel in e~ch ~edroom, on ~11 floors end sholl be ell interconnected per code, LEDGER S~IP TO BE~ (FAOE-NAILED~ 5-16d EACH JOIST TABLE 5.10 WFCM 2001 High WIND EDITION per squore foot, Controctor to consult Arolteot If different soil mo[oriels ere os per New York StoLe Code. BAND doiST TO~IST (~D-NAILED~ 5-16d PED ~IST ~ ~ ~ ~ ~ ~ ~ ~ FoundoUon Notes: regulation of N,Y.B.F,U. ~nd ~ N.Y.B.F.U. cerUficote SHEA~ING R~R 5/8" ANCOT Bolts (SSTB-28) See chart on this sheet for spacing to be presented to the Owner ~t the completion of the Job. B~D JOIST ~ ~ ~ TOP PLA~ ~TOE-NN~D~ ~-16d PER JOIST LOCA~ mU~ M~IMUM NAIL ~ACING F~ ad C~M~ NAI~ a" poured concrete foundGtion wQll__,8'-O" high, 3000 ~ test RO~ ~HEA~,N~ ~SEE~ 1) (INCHES OC) Ml~lmu~ dep~h-SecNo~ ~0~,1,~, ~l~l~um coverGge to top of footing 1~, Do ~o[ scale drQwl~gs, Use figure dl~e~slo~s ~ly, STRUC~RA~ P~ELS ~ 8d (SEE TABLE 5,10) IN~RI~ 16 ~ 2-I 3/~"xll 7/8" Miorolam Girder (or 3 1/2"xll 7/8" Power Beam) Energy Conversation Construction Code. All glozed area [o be double 1"X6" ~ I'XB" 2-8d PER SUPPORT zo.[~o' ~ ~ ~ [ ~ ~ ~ ~ L ~ ~ L ~ ~ ~ ~ ~ ~ 50"xSO"x12" deep poured c~crete column footings. 5000~ test the Code'. minimum standards. ................ which ~hey made Is executed or not. They may not be used Gypsum WA~QAED ~ 5d COOL[ES ~ 1" EDGE / 10" FIELD SHE~I,G SIZE RA~R 17. Ar=hitect has not been retained for site supervision, an-site WA~ SHEA~ING ;~ NO~ I) (INCHES ~) Pour no concrete on frozen ground or In freezing water, c~tractor or local building department STRUC~RAL P~ELS 8d (SiR TAB~ 3,10) , ~xe~lx~ 12 - 19.2 21212121212121212121212121 21 21 2 Provide 5 1/2' creel lally columns, FIREBO~D PANE~ g- NAIC ~AONO AT PAN~ EGOE 3. FOR E~RI~ PANEL a~NO, G~V~IZED ~X NAILS SH~ BO PERileD TO BE SU~D CONSTRUCTION CATALOG C-H~2 HARDBOARD 8d (SEE TABLE 5.11) ~ ~u~ TABU~ N~L SPAQNG SA~ME A ~I~ING L~A~ IN [~OSURE a Floor Const~ction: 3/4" pl~ood subfloor, fasten per Table 5,1 WFCM, ANCHOR BOL~ IN FOUNDATION USE: ' ~-- ~Simpson PARTICLEDOARD PAN~ 8d (SEE TAB~ 5,11) (TABLE 3.11 WFCM 2001 HIGH WIND EDITION~ F~oor jolstm see Foundation and Floor Plans, apacln~ as noted, ssm2s ~ BEARING PLATE. SEE FOUNDA~ON Strong-Tie DIAGONAL BOARD SH~NG WALL SHEA~ING · CLADIDING A~ACHMENT REQUIREMENTS FOR ~ND Fasten per Table 3.1 WFCM. NO~S FOR SPACING 2-2x6 ACC sill with te~lte shield and sill seal, I"X6" ~ 1"X6" 2-ad PER SUPPORT LOADS EXPOSURE B Finish ~oors per agreement, SILL PLATE TO RIM JOIST USE: : ~ AT EACH RAFTER S~UC~RAL P~ELS I (IN.ES O,C,) (SEE NOT[ 5) 0/2" ~CH~ ~L~) lx6 fascia, wrap GARAGE STUD G~AGE SILL P~TE USE: ~O~E: I' OR LESS Sd 6" EDGE / 12" FIELD r 12 (SEE NO~ 2~ : Vln~ vented soffits. USE (4)-8d NAILS AT EACH END ATTACH LEDGER TO FRAMING GREA~R ~AN 1" 1Od 6" EDGE / 6" FIE~ ~,~R[~ z~E 18 F 12 J T~? housewrap. RIM dOIST TO STUD CONNEC~ON USE: ~ MEMBER WITH 2-1/2" X 5" LAG 1/2 pl~ood sheaUng, see fastening schedule, Table 3,1, 5.9 ~CM, UTS 36, 16" O,C, DIAGONAL BOARD SHEA~N~ ~TABLE 5,11 WFCM 200~ HIGH WI~D EDITION) 2x4x Studs e 16' C,c, with 2x4 ~oe and double 2x~ plate USE (4)-ad NAILS AT EACH END ~ ' BOLTS AT 16" ON CENTER 1/2" G~sum wall boord FLOOR TO FLOOR CONNEC~ON USE:. ~ ~ ~n~ I"XG" ~ 1"X6" 2-~d PER SUPPORT ~ WALL SHEA~ING ~ CLADDING A~ACHMENT REQUIREMENTS FOR ~ND 5/8"T~e x OW8 In goroge. (2) I,~ ~" G~ ~t fire position MSTA 36. 16" O.C. 1. NAIL REQUIREMENTSAREA BASEO ON WALL SHEATING NAIAD 6" ON-CEN~R AT ~e PANEL EDGE , IF WALL SHEATING IS ,~ of section R310, RAFTER TO S~D CONNEC~ON USE: NAILED 3" ON-CENTER AT THE PANEL EDGE [ I FIe I FI[ I FI[ Ill[ I Fie I FI[ ~f~e I~ Note drilling end no[chln~ IlmltoDons In figure R602.6(1) for beorlng wells ond MTS 36, EACH ROOF RAFTER U2~ ~Z~ TO OBTAIN HIGHER SHEAR CAPACITIES, NAILING REQUIREMENTS FOR STRUC~RAL MEMBERS SHALL BE DOUBLED, OR SH~ING I~D figure E 602,6(2) for non - bearln~ wolls. U~E 8 16d NAILS AT EACH END ALTERNA~ CONNECTORS SUCH AS SHEAR PLATES, ~oc~ ~PA~G UA~U~ ~L SPACI~ FOR ~ C~ N~[S Follow exterior corner framing detail figure R602,10.5 RAFTER TO RIDGE TO RAF~R CONNECTION use: AT EACH CEILING JOIST SHALL BE USED TO MAINTAIN THE LOAD PATH. ',see No~ 1) IN.ES OC) OR 10 D BOX NAILS (INCH~ 0.~.) H7 eACH ROOF RA~eR 2, WHEN WALL SHEATING CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF NAILS SHALL Be PERMITED m~RIO~ ~ 6 ~2 6 12 5 ~2~I211~ ~ ~ 2 Pool assemblies - ~CM Prescriptive Method (~CM 3.2.1.1 Table 34/ 3.8) "~ 4-10d x 1 1/2" TO ~E REOUCED TO 1-6d NAIL PER FOOT. z~E =~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ 2 ~ F ~ Asphomt ,trip shlng/e, ,h~lm h~ ~lni~um of slx CC) f~,t,ner~ p~ shingle (section GECK POST TO CONCRE~ OONNEC~ON USE: ~~~ ~ 16 ~ ~ ~: ~ ~ ~ 12 ~ 1~ ~ -- -- ~ U.derla~e.t oppll:utlon (Section RgOB.2,7.)nuUIng see table 3.8 -- ~ ~ 6 ~ 6 g ~ For roof slopes of two (2) units ve~lccl In twelve (12) units horizontal (17- DECK POST TO GIRDER CONNEC~ON USE: ~ /~ ~ / 5- aD TO STUD ONE SILL ~-'~-~;~-m~ .... '- ' ~A~l~e SIZE I~ up to four (4) units vertical twelve (12) units horizontal (33 --percent slope ), GIRDER TO DECK JOIST CONNECTION USE: ~ S~mpsoB Str0ng-T[e shall be two (2) I~rs applied In the following manner. Apply A 19-inch (483)strip ~,. ~ U21D 2X6 a of POR~ POSt TO DECK USE: 3.2) underlo~ent felt 10yaKs with end s[orUng o[ the eo~s , lost:shed sufficiently [o PS720 (ALIGN ~TH JOIST BELOW) ~.. AT EACH DECK/PORCH JOIST /~ ovedoppin9 POR~ ROOF RAFTER TO GIRDER USE: ~ ~ ~ ~ ~ ~ ~ I ~ ~ I ~ I ~ SDS v. X 3" WOOD SERE~ RE~IR~EN~ SH~ BE U~D SUCCessive shee~s 19 inches (48~mm), grid fetched sufflclenUy to hold in picas, H2,SA AT EACH ROOF RAF~R / IIII/4 2 TA~D12"OC NNLSPACNOASSUMESSHEA~NOA~ACH~S~D~INGM~B~S~, For roof slopes of four (~) unlts.rticulin [alva (12(units, I ~ .~.. 7 M]N EM~ED,E,T o~,, FORFR~I,OMEM,ERS "~0.~<~.~. ~ENAIL~P*CING~*~BER~U~, O.C. TYPICAL PORCH DECK LEDGER / t,, , I IR* (BINI UM DOUBLE STUD) SIMSON STRONG TIE ~ , ,, ~.,.. Fl~shlng (Section Rg05.2.8) ,,~ ~ ~ . ~ . ~ ? , ,z ~~ A / Mechaniool - Chap[er 12 DOUBLE 2X MIN, ~ ~ ~ , : :t ~: ;~~ L X USE 4-8D NAILS 0 EACH STUD, General Mechanical S~tem - Chapter 15 FO~ HEADER OR / ',~ T,: ? '.4~ ~,,~ Heeltng .nd cooling equipment - Chapter 14 S~mpson Strong-Tie ~ '. :, A . DOUBLE TOP PLATE' M,TSBO~ OF RAFTERS Chlmne~ and Vents - Chapter lB . FLOOR TO FLOOR F ~ ~¢ ~ ~ X ~" THREADED ROD ~ KING STUDS cs2~ I~' CO[LED DISTANCE* ; COIL STOCK FLOOR TO FLOOR TYPICAL STRAPPING FOR ,, WRAP UNDER SILL PLA~ ~ ~ · AT EACH ROOF CONN~CT~ON~: ATEACH POSTFODTING MINIMUM DISTANCE CHART FQR ~IN. OVERLAP IS 12" ~~~ ~ RAFTER USE 8-~6D FRAMFB ~PFNINg F~TFRIQR WAIl INSTALLATION _____P/ATF _,...RIM ___AND .~T~ ~.D~ ~n..~DA~D NAILS,, AT EACH END, ............................. CANTILEVER CONDITION PORCH COLUMN CONNECTIONS RIM JOIST TO CONNECTION CONNEC ON COMPONENT12 MIN OVERLAP PER WALL TO FOUNDATION CONNECTION JOINT DESCRIPTION NUMBER OF NAILS NAIL SPACING RAFER TO TOP PLATE ITOE-NAILED) 4-8d PER RAFTER CEILING JOIST TO TOP PLATE C TOE-NAILED) 4-8d PER JOIST CEILING JOIST TO PARALLEL RAFTER ( FADE-NAILED) 9-16d EACH LAP CEILING JOIST OVER PARTIIIONS IFAOE-NAILED) 9-16d EACH LAP COLLAR TIE TO RAFTER (FACE-NAILED) 6-8d PER TIE 8LOCKING TO RAFTER (TOE-NAIL[D) 2-8d EACH END '[RIM BOARD TO RAF]ER (END-NAILED) 2-16d EACH END WALL FRAMING TOP PLATE TO TOP PLATE (FACE-NAIL~D'~ 2-16d (SEE NOTE 1) PER, FOOT TOP PLATE AT INTERSECTION (FACE-NAILED) 4-16d JOINTS - EACH SICE STUD TO STUD (FACE-NAIL[D) 2-16d 24' O,C, HEADER TO HEADER (FACE-NAILED) 16d 16" O.C, ALONC EDGES TOP OR BOTTOM PLATE TO S~UD (END-NAILED) 2-16d PER 2X~- STUD 5-t6d PER 2X6 STUD 4-16d PER 2X8 STUD ROTTnM PI A~' Tn FI nnR ,B31RT RANfi.l~IgT FNn,IOIST nR RI nlCNn I FACE-NAILED) 2-16d (SEE NOTE 1.2) PER FOOT FLOOR FRAMING JOIST TOSILL,TOP PLAT[ TO GIRDER {TOE-NAIL[D) 4-Bd PER JOIST BRIDGINg TO JOIST (TOE-NNLED) 2-Cd EACH END BLOCKING TO SILL OR TOP PLA]E (TOE-NAILED) S-16d iA(cH [}LOOK LEDGER STRIP TO BEAN [FACE-NAILED) 3-16d EACH JOIST JO]ST ON LEDGER TO SEAM (TOE-NAILED) 3-Bd PER JOIST BAND JOIST TO,~IST (~ND-NAILED) 3-16d PER JOIST BAND JOIST TO slmm OR TOP PLATE (TOE-NAiLED) 3-16d PER JOIST ROOF SHEATHING STRUCTURAI~ PANELS 8d (SEE TABLE 3.10) DIAGONAL BOARD SHEA)]NG 1"X6" OR I"X8" 2-8cl PER SUPPORT 1"X10" OR ~DER 3-8d PER SUPPORT CEIUNG SHEA]]NG GYPSUM WA~IOARD I 5d COOLERSI1" EDGE / 10" FIELD WALL SHEATHING STRUCTURAL PANELS 8d (SEE TABLE 3,10) , FIREBOARD PANELS 7/16" 6d 3" EDGE / 6" RELO 25/52" 8d 3" EDGE / 6" FIELD GYPSUM WALLBOARD 5d COOLERS I" EDGE / 10" FIELD HARDBOARD 8d (SEE TABLE 5,11) PARTIOL[BOARD PANEL 8d (SEE TABLE 5,11) DIAGONAL BOARD SHEAllNO ~"X6" OR I"X§" 2-8d PER SUPPORT I"XlO" OR '~OER 3-8d PER SUPPORT FLOOR SHEATHING STRUCI~RAL PANELS I' OR LESS 8d 6" EDGE / 12" FIELD GREATER 1HAN 1" lOd 6" EDGE / 6" FIELO DIAGONAL BOARD SHEA'I]NO I"X6" OR I"XB" 2-Sd PER SUPPORT l"XlO" OR ~DER 3-Dd PER SUPPORT (INCHES O,C,) (BEE NOTE 3) 0/2" ANCHOR BOLTS) F 12 (SEE NO~E