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HomeMy WebLinkAbout38114-Z Town of Southold Annex 10/28/2013 S P.O. Box 1179 54375 Main Road Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 36586 Date: 10/28/2013 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 1375 COUNTRY CLUB DR CUFCHOGUE, SCTM 473889 See/Block/Lot: 109.-3-2.32 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated 4/3/2007 pursuant to which Building Permit No. 38114 dated 6/20/2013 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: COVERED PORCH ADDITIONS & ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR The certificate is issued to JOSEPH F SCIOTTO (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED Auth ed Signa re TOWN OF SOUTHOLD BUILDING DEPARTMENT j TOWN CLERK'S OFFICE ffi SOUTHOLD, NY 41 BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit 38114 Date: 6/20/2013 Permission is hereby granted to: JOSEPH F SCIOTTO PO BOX 879 JAMESPOR, NY 11947 To: PORCH ADDITION & ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR.REPLACES EXPIRED B.P. # 32887 At premises located at: 1375 COUNTRY CLUB DR CUTCHOGUE SCTM # 473889 Sec/Block/Lot # 109.-3-2.32 Pursuant to application dated 4/3/2007 and approved by the Building Inspector. To expire on 12/20/2014. Fees: $100.00 CO - AL$50.00 $150.00 rtor 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. 32887 Z Date APRIL 6, 2007 Permission is hereby granted to: JOSEPH F SCIOTTO PO BOX 879 JAMESPORT,NY 11947 for . PORCH ADDITION & ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR at premises located at 1375 COUNTRY CLUB DR CUTCHOGUE County Tax Map No. 473889 Section 109 Block 0003 Lot No. 002.032 pursuant to application dated APRIL 3, 2007 and approved by the Building Inspector to expire on OCTOBER 6, 2008. Fee $ 200.00 Authorized Signature ORIGINAL Rev. 5/8/02 Form 6 11i "1 TOWN OF SO UTHOLD BUILDING DEPARTMENT TOWN HALL 1 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of I % 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 proper lines, streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees I . Certificate of Occupancy - New dwelling $50.00, Additions to dwelling $50.00, Alterations to dwelling $50.00, Swimming pool $50.00, Accessory building $50.00, Additions to accessory building $50.00, Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy - $.25 4. Updated Certificate of Occupancy - $50.00 5. Temporary Certificate of Occupancy - Residential $15.00, Commercial $15.00 Date. New Construction: Old or Pre-existing Building: V / " (check one) Location of Property: ) 3 7 S 1 r+V y -1)r l\k-a `.4_-l` House No. Street Hamlet Owner or Owners of Property: _ S it h F C 1 - 0 Suffolk County Tax Map No 1000, Section ) QC Block CS'C5O3 Lot t-,,z ct~, . ~3 a Subdivision Filed Map. Lot:: Permit No. 3f)19 Date of Permit. L Ld 1) Applicant: ?OS6:~)V Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ Appl ca ure of soulyO6 3a--V g7 Z- 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 REMARKS: DATE INSPECTOR OF 80 UTy~6 3a-~ S- 7, 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 CONS/TMWnON [ ] FIRE RESISTANT PENETRATION REMARKS: DATE 7- INSPECTOR ~o~y,OF SOUTyo~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION FRAMING STRAPPIN [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRIICiION [ ] FIRE RESISTANT PENETRATION REMARKS: C/ 47 V, DATE ( ~ ~ ~ / INSPECTOR etcwv TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: A e v c DATE ~b 3 INSPECTOR v L~ 1~ IFIELD INSPECTION REPORT DATE COMMENTS FOUNDATION (1ST) 174-o h - -o ~U FOUNDATION (2ND) z C 71, U i ROUGH FRAMING & PLUMBING r 7 x INSULATION PER N. Y. 7~ 5 STATE ENERGY CODE n r -f FINAL rl ADDITIONAL COMMENTS z rn ~ ro z x r-. a TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following, before applying'? TOWN HALL Board of Health SOUTHOLD, NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey _ www. northfork.net/Southold/ PERMIT NO. 3,)5 y 7 Check Septic Form N.Y.S.D.E.C. Trustees Examined xlk 20_07 Contact: ~~~J Approved 120_&7 Mail to: X4g fL. ?L 11i'myL / Z Disapproved a/c pPhone: 7J - ¢ If6 Expiration 2® o Building Inspector APPLICATION FOR BUILDING PERMIT PR 3't 0 20 Date d Uz 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, Suffolk County, New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and gulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Sign re of pplicantooar name, if a corporation) (Mailing address applicant) State whether applicant is owner, lesse ,agent, architect, ngineer, general contractor, electrician, plumber or builder Name of owner of premises wd C (As on the tax roll/or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: 1375 Cov.-Any C6 Ll!3 nni6/9 C,%(,IYV G~G House Number Stre t Hamlet t~t County Tax Map No. 1000 Section /O 9 Block Ipgit ta~,= N Subdivision Filed Map No. (Name) 2. State existing use and occupancy of premises d intended use and occupancy of proposed construction: a. Existing use and occupancy<t Q b. Intended use and occupancy f, le1,1C, 3. Nature of work (check which applicable): New Building Addition_X Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories s'ZIZ U 9. Size of lot: Front Rear Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 'r4 o 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO X 13. Will lot be re-graded? YES NOWill excess fill be removed from premises? YES NO ~C JdS~lt lrvof/ 1 11' Cau Tyr CV3 O/Li~C 14. Names of Owner of premises , C i Address G~ l~Gc Phone No. - 3~ Name of Architect W4-2)c- C flw& L T z Address Phone No Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. STATE OF NEW YORK) SS: COUNTY OF / / e JL El K/ e 2 T y being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)He is the (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief, and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this Z^~" day of A 20 QF1 Notary Public Si afore of Applicant r_ N! )OnMM~6 MrY CowAiuioe Ewes SeMIS pt. 2 . tt TOWN OF SOUTHOLD PROPERTY RECORD CARD /yJ-/ L OWNER STREET 13 7,5 VILLAGE DIST. SUB. LOT ~~Z i~6~/;fir C`%?fl FORMER OW R N E ACR O Ci Gi r 151: F C//G/1jJytO/i Z~TM S W TYPE OF BUILDING RES. Z/C7 SEAS. VL L1 FARM COMM. CB. MILS. Mkt. Value LAND IMP. TOTAL DATE REMARKS U rJ a S~ 1~ sPa C? ,F o z 3 i ands?c ~ J~ 7IZ t ' SOD `O 3a .rY l 1544 ~o b C+ ~O e.Q d 9 O' (n C' L[j y O r' 122, / 9v u o Pe~ do-, %/i9J•f, 7 7~~D-l Ic1fJ~S(~35~1-.~tVahfrc ~O J`CiDf~Z~ - *y7R 00(7 5oao"R. p yon 3 q X103 BP#t. l;7arounc~t~ml t fend • goo~> zz. vll ka~ cvr vo !a lam N 000 3 a ~4 r s (3(~ag1q~• CIO i Pow 020 12-, .00 aT" Tillable S~ ~r` ~6a Jr e~ FRONTAGE ON WATER Woodland FRONTAGE ON ROAD Meadowland l,- DEPTH House Plot BULKHEAD rota 1 t y r 7 COLOR TRIM J4, 4+ j 1~ S 0 _ 109.-3-2.32 10/06 M. Bldg ~7X3~ yG M2 S ' G / ` ry \-I V L L/ 7 / 7X 2 ~ lip J 4 1 ~ y 'Y Extensio i 2 X G Extension& /G !en 14-57 3" J~a y v/ G o Foundation P Both 3 Dinette Perch ~C /o - Basement r Floors Uzi K. Porch Ext. Walls Ce a ~~a Interior Finish S ti: LR. / Breezeway Fire Place Heat ~f DR. Garage K 1 _ J' Type Roof Rooms Ist Floor 1 BR. Patio Recreation Room Rooms 2nd Floor 3 Ftl~ B O. B. a p~ Dormer Driveway J5- h I Total a ?/cc of j, y oo Cr..;?it I /l~ S"3 ~7 ~o-J i? r"G/ 9e? 23 o 10~2-4~` I COLOR iI M. Bldg' Extension, Z- Extension O- t 0 u u Extension i 1-57 Foundation R .w i I MINo~ WINES N ~N¦¦¦¦¦1~1¦¦ OF SOUryolo Town Hall Annex Telephone (631) 765-1802 54375 Main Road Fax (631) 765-9502 P.O. Box 1179 G ~O Southold, New York 1] 971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD August 17th, 2009 FIRST NOTICE Joseph F. Sciotto P.O. Box 879 Jamesport, N.Y. 11947 RE: 1375 Country Club Dr. (Porch Addition A Alterations) SCTM: # 1000-109.-3-2.32 Dear Mr. Sciotto, Please be advised that your Building Permit # 32887 issued April 6th, 2007 has expired. According to the Code of the Town of Southold, a Certificate of Occupancy must be issued before the use of the structure. To renew your Building Permit please submit a fee of $200.00; at that time we can Schedule an inspection by one of our Building Inspector's. If you have any questions, please call us at 765-1802. Respectfully, SOUTHOLD TOWN BUILDING DEPT. Adoa pF SO~ryOlo I oa u I fall Annvy * # Yclcphouc (631) 7115-1802 5137.5 Main Road N ~ Pas (63 1) 70,i 0502 P.U. Box 117!1 OQ Southold. SS 11971-09JI) Q ~ I~C-U0 N BUILDING DEPARTMENT TOWN OF SOUTHOLD August 9'h, 2010 Joseph F. Sciotto P.O. Box 879 Jamesport, N.Y. 11947 Re: 1375 Country Club Dr. / Violation SCTM # 1000-109.-3-2.32 To Whom It May Concern: Your BUILDING PERMIT # 32887 for construction of a PORCH ADD. & ALTERATIONS TO DWELLING has been referred to me because you have not responded to requests to obtain your Certificate of Occupancy as required by Southold Town code. Pursuant to 144-15A, of the Southold Town Code, "No building hereafter erected shall be used or occupied in whole or in part until a certificate of occupancy shall have been issued by the Building Inspector. Therefore, you have ten days from the receipt of this letter to submit a check made out to the Town of Southold in the amount of $200.00 to renew the building permit, or legal action will be taken against you. Should you have any questions, call the building department between the hours of 8:00 a.m. and 4:00 p.m Respectfully Yours, /e Damon Rallis, Zoning Inspector 1300 Southold Building Department 7010 0290 0002 8968 OF SOOTyolo Town Hall Annex y Telephone (631) 765-1802 54375 Main Road H Fax (631) 765-9502 ~kc P.O. Box 1179 OQ Southold, New York Ill 97 1-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD FINAL NOTICE March 1st, 2010 Joseph F. Sciotto P.O. Box 879 Jamesport, N.Y. 11947 RE: 1375 Country Club Dr. (PORCH ADDITIONS/ALTERATIONS) SCTM: # 1000-109.-3-2.32 Dear Mr. Sciotto, Please be advised that your Building Permit # 32887 issued April 6th, 2007 has expired. According to the Code of the Town of Southold, a Certificate of Occupancy must be issued before the use of the structure. To renew your Building Permit's please submit a fee of $200.00: at that time we can schedule an inspection by one of our Building Inspector's. If you have any questions, please call us at 765-1802. Respectfully, SOUTHOLD TOWN BUILDING DEPT TYPICAL DECK WIND UPLIFT REQUIREMENTS HEADER GIRDER CONNECTIONS: USE THE FOLLOWING USP BRAND OR APPROVED EQUAL GALVINIZED DECK HEADER UPLIFT METAL CONNECTORS WITH THE RECOMENDED FASTNERS AND SPAN SPAN Ibe. INSTALLATION BY MANUFACTURE. 140a PRODUCT DESCRIPTION UPLIFT GALV. MINIMUM 20' a 1818 NUMBER lbs. FASTNER REQUIRED 10' 2341 4x4 POST: (12) 16d COM. NAIL 17 2811 FBa44 POST CAP 1815 BEAM: (12) 16d COM. NAIL 6' 1859 44 POST: (8) 16d COM. NAIL 29' a' 2419 PBSE44 END POST CAP 1430 BEAM: (8) 16d COM. NAIL 10' 3oea BEAM/GIRDER: (2) 5/8" BOLTS 12' 3118 KC44 44 COLUMN CAP 3265 POST/COLUMN: (2) 5/8" DIA. BOLTS 6' 2310 36, 8' 3081 4 2240 FOOTING/PIER: 518"x7" ANCHOR BOLT o' 3851 PAU44 4 12' 4621 POST ANCHOR POST/GIRDER: (12) 16d COMMON NAILS 44 WET POST ANCHOR CBE44 COLUMN BASE 3585 POST/GIRDER: (2) 112" DIA. BOLTS UPLIFT CONNECTIONS FOR: KCB44 44 WET POST ANCHOR JOISTS-TO-GIRDER / HEADER COLUMN BASE 5650 POST/GIRDER: (2) 5/8" DIA. BOLTS n DECK CONNECTION MIN. 8d NAILS 6x6 POST: (12) 16d COM. NAIL e SPAN CAPACITY REQUIRED PBS66 POST CAP 1815 BEAM: (12) 16d COM. NAIL 0 12' 421 Ibe. 4 6x6 POST: (8) 16d COM. NAIL I6' 526, [be, 5 PBSE66 END POST CAP 1430 BEAM: (8) 16d COM. NAIL 0 a 20' 626 be. 5 6x6 5225 BEAM/GIRDER: (2) 5/8" BOLTS 6 COLUMN CAP POST/COLUMN: (4) 5/8" DIA. BOLTS 'o - - - - - - _ - - - 24' 126 Ibe. KCC66 o 1111.1 UP IN.! NILE 1-111=111-=III=III=III=III ~ ,,,III-III=,111,,, 26' 826 Ibe 1 TYPICAL DECK 32' 921 Ibe. a PAU66 6x6 2350 FOOTING/PIER: 5/8'x7" ANCHOR BOLT N.T.S. 36' TO [be. 1 POST ANCHOR POST/GIRDER: (12) 16d COMMON NAILS 6x6 WET POST ANCHOR CBE66 COLUMN BASE 3570 POST/GIRDER: (2) 1/2" DIA. BOLTS 6x6 WET POST ANCHOR KCB66 COLUMN BASE 5640 POST/GIRDER: (2) 5/8" DIA. BOLTS .o TY-DOWN JOIST: (6)8d COMMON NAILS o e° RT10 ANCHOR 585 HEADER/GIRDER: (6) 8d COMMON NAILS ALT" TY-DOWN JOIST: (9) 10x1-1/2 NAILS RT20 ANCHOR 1105 HEADER/GIRDER: (4) 10d COMMON NAILS INSTALLATION NOTES: 1). ALL POSTS TO BE ANCHORED TO FOOTING OR PIER WITH POST ANCHOR 2). HEADER 8 GIRDER CONNECTIONS TO BE ATTACHED TO EACH POST WITH POST CAP 3). EACH JOIST TO BE ANCHORED TO GIRDER OR HEADER WITH TY-DOWN STRAPS. JOIST HANGERS TO BE ATTACHED TO A PT LEDGER BOARD THAT IS TO BE BOLTED TO BLDG.d Az c " a ) J ,ate R a < 11 I w y inp WIND RESISTANT CONSTRUCTION CONNECTORS CONNECTION LOCATION: PART NUMBER: NOTES: RIDGE-TO-RAFTERS LSTA24 APPLY TO EACH PAIR OF RAFTERS RAFTER-TO-WALL RT20 APPLY TO EACH RAFTER RAFTER-TO-PLATE RTI5 APPLY TO EACH RAFTER (USE WITH SPTH4 CONNECTOR) PLATE-TO-WALL STUD SPTH4 APPLY TO EACH WALL STUD 2ND. FLOOR WALL-TO-IST. FLOOR WALL KLFTA OR MSTA36 APPLY TO EACH WALL STUD HEADER-TO-JACK STUD LSTAI2 APPLY TO EACH JACK STUD CRIPPLE STUD-TO-HEADER RT3 OR RTI APPLY TO EACH CRIPPLE STUD SHEAR WALL HOLDDOWN ANCHOR ADS5 APPLY TO EACH SIDEWALL END 157. FLOOR-UNDER-SILL PLATE MSTA36 OR RSI6-R WRAP UNDER DOUBLE SILL PLATE (USE WITH 3" SQUARE WASHERS) USE THE FOLLOWING OR APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURES RECOMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. PROVIDE 1/2" SPACING BETWEEN THE END STUD ANCHOR BOLT CONNECTION AND THE 2 OTHER STUDS ANCHOR BOLT CONNECTION FOUNDATION 616' DIA. ANCHOR BOLT FOR ALLOWING kENDWALL ECT CORNER STUD SUPPORTING MAXIMUM SPACING HOLDDOWN INSTALLATION RANSFER SHEAR SILL PLATE TO FOUNDATION I STORY 72' OC CRAWL SPACE OR FOOUNDATION EN WITH (2) 16d SILL PLATE TO FOUNDATION y STORIES 36' OC MON NAILS A bn O.C. CRAWL SPACE OR FOUNDATION WALL BOTTOM PLATE TO FOUNDATION 1-2 STORIES 57' OC SLAB-ON-GRADE SIDEWALL USE WITH 3x3 SQUARE WASHERS (USP LBPS58 OR B1`583) SHEAR WALL. CORNER CONNECTION RAFTER NOTCHED RAFTER RIDGE RIDGE p TYPICAL RIDGE TO -RAFTER STRAPPING TYPICAL RIDGE BEAM TO RAFTER STRAPPING RAFTER RAFTER TOP PLATE -O TOP PLATE WALL STUD WALL STUD TYPICAL RAFTER TO WALL STUD CONNECTION ALTERNATIVE-RAFTER TO WALL STUD CONNECTION WOOD JOIST BLOCKING - \ WOOD GIRDER JOIST- FRAMING OVER WOOD GIRDER WALL STUD \ WALL STUD O BOTTOM PLATE BOTTOM PLATE BATHTUB SUB FLOOR DOUBLE JOIST DOUBLE JOIST DOUBLE JOIST FOR UNDER A BATWTIIB DOUBLE JOIST FOR NON-BEARING WALLS 2ND. FLOOR WALL STUD KING STUDS 2ND" FLOOR PLATE CRIPPLE STUD - SUBFLOOR RIM BOARD HEADER O WOOD JOIST GIRDER/HEADER IST. FLOOR TOP PLATES JACK STUDS O WOOD JOIST IST FLOOR WALL STUD O TYPICAL HEADER CONNECTION JOIST FRAMING FLUSH WITH GIRDER/HEADER TYPICAL MULTI-STORY CONNECTIONS IST" FLOOR WALL STUD ]ST. FLOOR PLATE SUBFLOOR SILL GASKET t WALL STUD ~ BOTTOM PLATE RIM BOARD TERMITE SHIELD SUB FLOOR DOUBLE SILL PLATE DBL• SILL PLATES DOUBLE JOIST (TO OVERLAP JOINTS) i n FOUNDATION WALL n FOUNDATION WALL DOUBLE JOIST FOR NON-SEARING WALLS IST. FLOOR TO FOUNDATION CONNECTIONS SILL PLATES TO FOUNDATION ANCHORING TYPICAL DECK WIND UPLIFT REQUIREMENTS HEADER GIRDER CONNECTIONS: USE THE FOLLOWING USP BRAND OR APPROVED EQUAL GALVINIZED DECK HEADER UPLIFT METAL CONNECTORS WITH THE RECOMENDED FASTNERS AND SPAN SPAN Ibe. INSTALLATION BY MANUFACTURE. 1408 PRODUCT UPLIFT GALV. MINIMUM 8' 1818 NUMBER DESCRIPTION Ibs. FASTNER REQUIRED 20 10' 2341 4x4 POST: (12) 16d COM. NAIL 12' 2611 PBS44 POST CAP 1815 BEAM: (12) 16d COM. NAIL b' 1859 4x4 POST: (8) 16d COM. NAIL 28' 2419 PBSE44 END POST CAP 1430 BEAM: (8) 16d COM. NAIL Io 3098 BEAM/GIRDER: (2) 5/8" BOLTS 12' 3118 KC44 4x4 COLUMN CAP 3265 POST/COLUMN: (2) 518"DIA. BOLTS b' 2310 B' 3081 36 lo, 3851 PAU44 4x4 2240 FOOTING/PIER: 5/8"x7" ANCHOR BOLT 12' 4621 POST ANCHOR POST/GIRDER: (12) 16d COMMON NAILS CBE44 4x4 3585 WET POST ANCHOR COLUMN BASE POST/GIRDER: (2) 1/2" DIA. BOLTS UPLIFT CONNECTIONS FOR: KCB44 4x4 5650 WET POST ANCHOR JOISTS-TO-GIRDER / HEADER COLUMN BASE POST/GIRDER: (2) 5/8" DIA. BOLTS 'e p. DECK CONNECTION MIN. 8d NAILS 6x6 POST: (12) 16d COM. NAIL v - SPAN CAPACITY REQUIRED PBS66 POST CAP 1815 BEAM: (12) 16d COM. NAIL 0 12' 421 Ibs. 4 6x6 POST: (8) 16d COM. NAIL I6' 526 Ibs. 5 PBSE66 END POST CAP 1430 BEAM: (8) 16d COM. NAIL 0 • 20' 626 Ibe. 5 6x6 BEAM/GIRDER: (2) 5/6" BOLTS ° - - 24 126 Ibe. b KCC66 COLUMN CAP 5225 POST/COLUMN: (4) 518" DIA. BOLTS o „III=III III=III=III-III 111^111,=„III III III „III III-III , 28' 826 Ibs 1 TYPICAL DECK 32' 921 Ibs. B 6x6 FOOTING/PIER: 5/8"x7" ANCHOR BOLT N.T.S. 36' 110 Ibe. 1 PAU66 POST ANCHOR 2350 POST/GIRDER: (12) 16d COMMON NAILS CBE66 6x6 3570 WET POST ANCHOR COLUMN BASE POST/GIRDER: (2)1/2' DIA. BOLTS KC866 6x6 WET POST ANCHOR COLUMN BASE 5640 POST/GIRDER: (2) 518" DIA. BOLTS .o TY-DOWN JOIST: (6)8d COMMON NAILS o-° RT10 ANCHOR 585 HEADER/GIRDER: (6) 8d COMMON NAILS ALT. TY-DOWN JOIST: (9) 10x1-1/2 NAILS RT20 ANCHOR 1105 HEADER/GIRDER: (4) 10d COMMON NAILS INSTALLATION NOTES: 1). ALL POSTS TO BE ANCHORED TO FOOTING OR PIER WITH POST ANCHOR 2). HEADER 8 GIRDER CONNECTIONS TO BE ATTACHED TO EACH POST WITH POST CAP 3). EACH JOIST TO BE ANCHORED TO GIRDER OR HEADER WITH TY-DOWN STRAPS. JOIST HANGERS TO BE ATTACHED TO A PT LEDGER BOARD THAT IS TO BE BOLTED TO BLDG. GEVI ERAL NOTE WIND FRAMING NOTES 1). RIDGE-TO-RAFTER ASSEMBLY: 1-1/4' x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. When a collar tie is used in leu of a ridge strap, the number of 10d common nails required _ _C O_ _N STRU CTI ON NOTES: In each end of the dollar tie need net exceed the tabulated number of 8d nails in the strap. I ) The infurmation within this set of construction documents is related to basic design 2). RAFTER-TO-WALL ASSEMBLY: intent and framing details. They are intended as a construction aid , not a substitute Lateral framing and shear wall connections for rafter, ceiling or truss to top plate shall be in for generally accepted good building practice and compliance with current New York accordance to table 3.3. When a rafter or truss do not fall in line with studs below, rafters State building codes. The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to construction details and procedures to ensure a professionally finished, structurally the to the wall stud with uplift connections. Roofs overhanging the take side of the building sound and a weatherproof completed product. shall be connected with uplift connections In accordance with table 3.3a 2). The General Contractor is responsible for ensuring that all work and construction 3). WALL-TO-WALL ASSEMBLY: meets current federal, slate, county and local codes, ordinances and regulatiae, etc. Wag studs above and duds below a floor level shall be attached with uplift connections in These codes are to be considered as part of the specifications for this building and accordance with table 3.3b. Witten wall studs above do not fall in line with studs below, the should be adhered to even if in variance with the plan. studs shall be attached to a common member in the floor assembly with uplift connectors in accordance with table 3.3. 3). Dimensions shall take precedent over scaled drawings. (DO NOT SCALE DRAWINGS). 4). WALL ASSEMBLY TO FOUNDATION: First wag studs shall be connected to the foundation, sill plate, or bottom plate with uplift 4). The designer has not been engaged for construction supervision and assumes no connectors. Steel straps shall have a minimum embedment of 7Inches In concrete responsibility for construction coordinating with these plans, nor responsibility for foundation and sieb-aft-grade, 15 inches in masonry block foundations, or lapped under construction means, methods, techniques, sequences, or procedures, or for safety the plate and nal ed in accordance with table 3.3b. When steel straps are lapped under the precautions and programs in connection with the work. There are no warranties for a bottom plate, 3 inch square washes shall be used with the anchor bolts. Anchor bolt specific use expressed or implied in the use of these plans. spacing is to be spaced and sized in accordance to table 3.2a. In addition to spacing, anchor bolts are to be spaced between 6.12 inches from the end of a sill plate and all 5). Refer to the Window and Door schedule to exlerior openings. comers. 6). The General Contractor is to ensure that masonry or prefabraded fireplaces meta 5). TYPE 1 EXTERIOR SHEARWALL CONNECTIONS: or exceeds manufacture's specifications and applicable codes. Type I exterior shear welts with a minimum of 7116 Inch wood structural panel on the exterior attached with Bit common nails at 6" o.c. at the panel edges and 12' o.c. in the field, and 7). The General Contrada is to consult with the owner for all built-in items 111 inch gypsum wallboard on the Interior attached with 5d cooler nails at 7" o.c. at panel such as bookcases, shelving, pantry, ousels, alms, etc. edges and 10" o.e. In the fieldshall be In accordance with the length requirements specified In table 3.15a-b. 8). Wind load requirements shall be taken into account during construction. 6). TYPE II EXTERIOR SHEARWALL CONNECTIONS: FOUNDATION NOTES: Type 0 exterior shearwafls shat meet the requfrereenta of table 3.159-b times the appropriate length adjustment factors in table 3.16. 1). The General Contractor and Mason to review plans, elevations, details and notes to determine intended heights of finished floor(s) above typical grade. 7). INTERIOR SHEARWALL CONNECTIONS: Allowable sidewall lengths provided M table 3.14 shall be permitted to be increased when 2). All footings to rest on undisturbed (virgin) soil. interior shearwalls ere used. Sheathing and connections shall be in accordance with 2.4.4.2 and 2.2.4 respectively. 3). Provide 1/2" expansion join) material between concrete slabs and abutting concrete or masonry walls occuring in exterior or unheated Interior areas. 8). CONNECTIONS AROUND EXTERIOR WALL OPENINGS: Header and/or girder connections shall be atladhed with Whlift.con actions in accordance 4). Any new concrete walls being attached to existing concrete structure shall with table 3.5. Window sit plates shall be have steel connectors in accordance with table be installed with fir ra-bar, 18' long at 12" o.c.. Use approved epoxy for installation. 3.5. 5). Unless otherwise noted, all slabs on grade to be 2500 p.s.L. Concrete to be g). CATHEDRAL CEILING ASSEMBLY: poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing. Interior slabs Where a ridge is to be used as a structural beam, the rafters shall either be notched and to be minimum 3-1/2 inch thick. anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge along the open ceiling pan of the building. Connections to the ridge and wall shag be be 6). Crawl spaces to be provided with a minimum 18"x24" access opening. Install one attached with the above requirements. 8916 cast iron foundation vent for every 150 sq. ft. of area. DECK AND COVERED PORCH NOTES: 7). Dampproof exterior of foundation with bituminous coaling as per section R406 of N.Y.S. Residential Construction Code. A6-mg polyethylene film shall be applied over 1). Unless otherwise noted all framing material to be #1 ACO pressure treated lumber. the below grade portion of exterior walls prior to backfilling. All fasteners, hangars and anchors to be gah4nized or stainless steel. 8). Drainage as per section R405 of N.Y.S. Residential Construction Code. 2). Girders for deck joists to be (2) 2x10, baited to each pod with washers and nuts. FRAMING NOTES Girders on concrete plan shall be anchored with proper steel ronnectors anchored Into concrete with a minimum 1/2" dia x r long anchor boll with washers and nuts. 1). All Framing techniques and methods as prescriptive design of 1995 SBC High Wind 3). Posts supporting girders shall be anchored to a 1TOrxl2" thick concrete footing. Edition Wood Framing Construction Manual. Use a minimum 112" die x 7" long anchor bolt with washers and nuts. Footings Shall be 4 R below grade. 2). Unless otherwise noted, all framing and structural wood material to be 42 +BTR. Douglas Fir. 4). Deck joists to have blocking at 8'0 o.c.. 3). Floors, walls, ceilings and rafters to be spaced at 16 inches o.c. unless noted 5). A minimum of 10 Inch Bashing shall be installed between the building and ledger. othervse. Ledger to be fastened to bcdli ing with 1/2" dia. bolts with washers and nuts where needed. 4). Unless otherwise noted , all bearing wall headers to be (2) 2x10 f12 +BTR. Doug- Fir. Bearing wag headers to have (2) jack studs and (2) full length studs on each side of all 6). Concrete piers shall be a minimum 6" above grade. openings. LVL headers to have (3) jack studs and (2) full length studs on each side of openings. Bearing wall window sills shag also have (2) window sill plates for 2x4 wall 7). All joists to be supported with hangars and anchors. Each Joist shall also be anchored openings between 4'1 and 6'0 and 2x6 wall openings between 5'11 and 8'9. Provide fire to girder(s). and blocking where applicable. 8). Covered Roofs shall be assembled and anchored the same manner as a typical building. 5). All gush beamsBia t to be installed with heavy duty galvinized hanger and PLUMBING NOTES anchors where applicable to at caeeding joists. 6). Double up floor joists under walls that run parallel to the floor joist and under bathtubs. 1). All water supply, drainage and venting to be installed as par N.Y.S. Residential Floors to have ceramic file Installed shall be verified for proper load capacity unless noted Construction Code. on plans. 2). Verify septic system with the Engineer for Suffolk County Health Department approval. 7). Provide blockingtbridging in floor joists at 8'0 o.c.. Use solid blocking in flow joists under all bearing walls. 3). If wall studs, plates or joists are cut out during installation for any plumbing related work, provide adequate bracing and plates to protect and secure the struciure. Verily with the 8). Provide insulation baffles at save vents between rafters. Install draft blocking as state code and manufacture's recommendation for maximum hole size and spacing permitted, needed. HVAC SYSTEM NOTES 9). Unless otherwise noted, all roofs and walls to have a minimum 1/2" thick, 4-ply Fir 1)- Mechanical subcontm W Is responsible for adhearing to all applicable codes and safety CDX exterior sheathing grade plywood. Plywood to cover over plates and headers. requirements. 10). Unless otherwise noted use 314" thick T&G PTS Fir or Advanterh plywood subfioor 2). HVAC subcontractor Is to fully coordinate all system data and requirements with the adhered with PL400 adhesive and screwed to floor joists. Finished floor to be installed equipment supplier. over subfioor as per manufacture's Instructions. 11). All bathroom walls to have 1 /2" thick moisture-resistant sheetrock. Garage walls and 3). HVAC subcontractor to provide final system layout drawing and submit ft to the General Contractor and owner for final review and approval. d over have to have ceilingsa reggularular 112"Y she sheetoetrock. Ak.ll 5/ wells to llsto beeta Ispeat and d and finished. a d. etherpawtrrbugain9 ELECTRICAL NOTES: 12). All roof with a pitch less then 4:12 shall be installed with an Ice 3 Water barrier or 1). All electrical to be Installed as per N.Y.S. Residential Construction Code. approved equal. Flat roofs shall be applied with a Fiberglas base shed with on EPOM torch down type material mar. 2). All electrical wok shall -be approved by a qualified Underwriter. 13). All sill plates and wood in contact with concrete to be pressure treated. SBI plates to 3). Install Smoke detectors and Carbon Monoxide detectors throughout as per section R317 be installed with a foam sill gasket androp-r-tex termite shield or approved equal. of N.Y.S. Residential Concoction Code. NAILING SCHEDULE PLAN CONTENTS: ROOF FRAMING: QrCAJPANrT F JOINT DESCRIPTION NAIL NNl NOTES -MILDING USE _ QTY. _SPACING BUILDING H I HT RAPIER TO W WALL: Zle COMMON EACH TOE-NAIL MAL 60, FT- Or CONSTRUCTION _ 1011 ['LATE__ 10' WALL: 4-Bd COMMON RAFTER CEILINf. JOIST N WALL:&M CObIMfJN EACII DESIGN CRITERIA PRESCRIPTIVE AS PER N.Y.B. RESIDENTIAL CONSTRUCTION CODE AND TO TOP PLATE_ 10' WALL: 44M COMMON JOIST TOE-NAIL 1SSS BBC NIGH IIOND EDITION L'2°`~'D FRAME rQi If?j CTI MANUAL CEII.IN JOIST TO AS PER TABLE 3.7 EACII FACE AM AS PER FLOOR ELASLI RO 8 TION AND EN RA HOT95 PARALLEL RAFT ER WFCM-_SB_CLAP _ IJML EXT. BALCONIES 60 CEILING-JOIST LAPS AS PER TABLE 3.7 EACH FACE DECKS 40 OVER PAR III ION WFCM-SBC _ LAP NAIL ATTICS w/o STORAGE 10 COLLAR TIE AS PER TABLE 3.4 EACH FACE ATTICS w/ STORAGE 20 TO RAFI ER WFCM_SBC_ _END _ _NAIL DESIGN LOAD CALCULATIONS ROOF (GROUND SNOW LOAD) 45 RLOCKING 2-Sol COMMON EACII TOE (LIVE LOADS PGF) TL RAFTER _ ENO _ _NAIL ROOMS (OTHER THAN SLEEPINGJ 40 RIM BOARD 2 1W COMMON EACH END ROOMS (SLEEPING) 30 TO RAFTER END NAIL STAIRS 40 WALL FRAMING: _ AI (ANY DIRECTIOt,l) 220 JOINT DESCRIPTION NAIL NAIL NOTES _ OTY_ _ SPACINU LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION TOP PLATE TO PER FACE NAIL ( F- FOUNDATION) AI A J N T AGE TOP PLATE 21WCOMMON FOOT SEE NOTE'I NAILING SCHEDULE I OP PLA-1E6 A-~ A Oi A 4-1WCOMMON JOINTS FACE INIERSECOGNS EA SIDE NAIL "T STUD 10 2-1W COMMON 2A FACE S1_UU O.C. NAIL HEADER TO 16d COMMON 16'0 C. FACE HEADER ALONG EDGES NAIL TOP OR BOTTOM 2 - lid COMMON PER 2.4 STUD END PLAI E TO STUD 3-16d COMMON PER2x6SfUD NAIL BOIIOM PLATE TO: PER FACE NAIL tLOOR.IOIST, BAND JOIST, 2-16d COMMON FOOL SEE NOTE: 1,2 PLUMBING RISER DIAGRAM END JOIST OR BLOCKING FLOOR FRAMING: JOINT UESCRIPI ION NAIL NAIL NOTES _ QTY. SPACING JOIST 1o PER TOE SILL, TOP PLAIE OR GIRUER 4 _ JOIST NAIL BRIDGING 2 84 COMMON EACH TOE (DJOIST END _NAIL_ FIRE PROTECTION BLOCKING EACII TOE fSMOK5 1 T SEE FLOOR PLANS ECTom OCKI 2-ad COMMON END NAIL TRUSS I BLOCKING TO 3-16,1C 'A OMMON EACH TOE SILL OR T_O_P TRIMATE BLOCK __F NAIL LEDGER SP r8d MMOEACH ACE ENERGY CAR CAM ATIONG RESCHECK 3.5 RELEASE I IOeEAM___ JOIST NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA JOIST ON LFUGER PER TOE 10 BEAM TJOIST NAIL OUNW IND SEISMIC FROST MUIJ PER END SNOW SPEF-0 DESIGN FATHERING MNE TERMITE ECAY D TO JOIST JOIST NAIL LOAD (MPH( CATEGORY DS MON PER TVE IJAII MODERATE SLIGHT TO SILL OR TOP PLATE FORT SEE N_OTE:1 IS LB0. 120 B SEVERE IFT. TO HEAVY MODERATE 11 HONE IROQF_SNLA I IN-0:. JOINT DESCRIPIIOJ oly s ACI40 NOTES) ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: STRUCTURAL PANEL W~ASCAI~SBC3.8 I SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES T- - 1 J AT PANEL EDGES SUPPORTS IN T IE PANEL FIELD CEILING SHEATHING: 4•PERIMETER EDGE ZONE ad COMMON QS O.C. ad COMMON Q 6.0 C. SEE NOTES: 1,3 JOINT DESCRIPTION _ _ OTY SPACIN(; INTERIOR ZONE Bd COMMON ® 6' O.C, Sd COMMON @ 1T O.C. SNOTEFdt 180711 RIEU NUlES F EL ijL GYPSUM T O C. EO/E GABLE ENDWAIL RAKE AND RAKE TRUSS W COMMON P O.C. W COMMON 4' O.C. SEE NOl ES: 1,3 WALL BOARD [Id COOLERS 10'0 C.FIE1 NOTES WALL SHEATHING: THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. NAIL NAIL JDIIJT DESCRIPTION NV TES _ _ OTY.__ SPACIIIG 1) Far roof showering Wll*14 last of the perkneler edge of Ilia roof, Including 4 feet on each side of Na feel peak, SI RVCTURAL 8d COMM1ION PER TABLE 3.9 tiro 4lwt padmeer edge ions seeden ads required *lisp be used. PANELS WFCM-SBC lHfi' OSB 6d COMMON T O.C. EDGE 21. Tabulated 12 Inch o.c.. nor pacing asasmas sheathing altadmd to ra0ar / Buse rmmkp mentors with GIBAS. PLYWOOD 6' O.C. FIELD For healing members with <0.42<G<0.49, the nail pacing share be reduced to 5In)es o.c. GYPSUM 5d COOLERS T O WALLBOARD C. EOGE 3). TMxbrlod 4 4M Y.e, nos pecig names lbealhsg In rafter / bun freewill members Mile, G>0.49. For HT O C . FIF.LO hearing numbers with 0A2<G<OAI, Use nit spacing shed be reduced to 3Inches ma L~~R_"H _EA HING: JOIN t DESCRIPTION NAIL NAIL rl STRUCTURAL_P _ DIY. srncN-`a WALL SHEATHING REQUIREMENTS FOR WIND LOADS: ANELS fi'O .r EI'VR LESS AAdCOMMON fZ- O.C. FNAIL SPACING L SPACING AT INTERMEDIATE NO~ LE SIIEAn IINGLOCATION ATPANELEDGES SUPPORTS IN THE PANEL FIELD NOTES 4' EDGE ZONE Bd COMMON ®6' O.C. aid COMMON ®12' O.C. SEE NOTES: 1, 3 (801114 FIELDS) II IESE NOTES ARE ONLY 10 BE REFERRED TO IF NOTE 2 FOR PANEL FIELD MENTIONED IN SCHEDULE NOTES ONLY. INTERIO2 ZONE aid COMMON 8' O.C. 6d COMMON 12' O.C. -SEE NOTE: 3 1). Nailing rnquber e,ia are bend ne wall "heatl,iag NOTES nailed 6' mranW el the Panty edr U.84 shcaOnieg Is nailed T on-cmlef at the Prvmel edge to obtain fighs THESE NOTES ARE ONLY TO BE REFERRED 70 IF MENTIONED W SCHEDULE NOTES ONLY. ahem copadlies, noeing,equkemnb in saUCUeai mWnbels "hall he doubled. W aitamee eomechxa 1). For was shsWreg within 4led of the corners, the 4 fool edge zone atlacierwd eWiremmb Yell such as she, plates. shall be used to mWIWn load path. be used. 2). Wham w.II sheolhi t, Is c. finuole over connected 2). Tabulated 12Inch O.C. nee spacing asmmas sheaebg etfeched to stud banning mwhbers wish n.n,hee,lha tabulated number or nits shall be peon ed G>0.49. For frening members with 0.42<G<, the nail spacings"be educed to S Inches o.c. :.1 be, reduced Ion - 1 W nae per foot. 3). For aAmim pane siding, geNHzed box nails shat be PrenlOed to be substituted for entrance nails. WFNQ-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL I •I I I, I •j I I I I I. I A' I ~ I I• I ~ I IJ"" II II II II ULTIPLE SECTION ASSEMBLY: 1 I I I 1/4' THICK BOLTS @ 2' OC II II I II II I I II II I II h" rI a" rl" II II I ~ II II I II II N.T.S. la la"-' 11' FOR PANEL SPANS: I I •I I I 4' OR WIDER SPAN V I I I I I _ I 2313T APA SPAN-RATED 48/24 SHEATHING GRADE PLYWOOD I a=" I I (OVERLAP AROUND OPENINGS 4•) I I I I h I I 2x4 STRONG-BACKS Q 24' OC I I I I ASSEMBLY: 1). PREASSEMBLE PLYWOOD TO 2x4'S: # 1 Ox3• (w/ WASHERS) GALVINIZED OR I I STAINLESS STEEL WOOD SCREW Q 12' O.C. I I 2). ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING w/ h #IOX3- (w/ WASHERS) GALVINIZED OR STAINLESS STEEL WOOD SCREW @ 16' O.C. ALTERNATIVE FASTNER FOR SHUTTER TO BUILDING: #10 TEE NUTS ATTACHED TO BLDG. w/ #10x1-1/2 (W/ WASHERS) MACHINE BOLT @ 12' O.C. REVISIONS IV Npost o POSED NEW sTa ue f f 4 f FA At LxirjrAJ F17AJ 009Y. a I I r 5'-6" LINE OF ORIGINAL STEPS 5 0 0 I N V EXISTING x DECK 12 BREAK NOOK F. gOOAK FAST LIVING ROOM OPEN TO ABV 0 MASTER TER BATH 3 477/77773 E a DINING ROOM Z NEW 3'-2" WIDE STAIR, 21- 8" RISERS, 19-9-1/2" TREADS W/1-1/4" NOSING & 3'-2"x3'-2" LANDING. RAILING TO BE 36" HIGH W/2x BALLASTERS® 6" O.C. KITCHEN PROVIDE SHOP DRAWING FOR APPROVAL. EXISTING a ' PLAYROOM 0 44 POST ~ W 0-i i j i O^ ~ i CL i 0 r Ine EXTEND DRYER VENT J CPO AS NECESSARY II 17'-0" CLG. HT. EXISTING ' ;R MASTER J / yam GARAGE ©ll BEDROOM )OM / EXIST. EXIST. 0 N ON WASHER DRYER EXISTING PROVIDE FIRE BLOCKIN 2-2%8 ENTRY \ AT PORCH ROOF/CEILING. i \ ~ i ~+tAry m - - - J OPEN TO ABOVE LLI CPO RELOCATE & RAISE TAW PORCH = ZCH N u \ \ i9~ WINDOWS TO MATCH \ / - yy HOUSE HEAD HT. 0 U 1-5/40 ®t DECKING J v ~ SIMPSON BELLAIRE ® #7598 W/SIDELITES I.G. O p ~ EXISTING J \ i OFFICE O " Z - - A-8 NEW D a r Z = 1 o F ~5 4x4 Ic K N DE \ rol l 0 OV \ N / 2x8 RR 016 O.C. A-8 V ~ ~ 2 V) M U a q;.. DRAWN: JG SCALE: 1/4"=V-0" 11 18"08" STONE PIERS JOB „ XXX)= 18'-11" } SHEET NUMBER: 1 let FLOOR PLAN i Ii? L REVISIONS - \ \ \ \ r------------ -----~.I \ I'L------------- 0 I I `a \ I I I I ~ ~ c ~ w \`\--------------------------I I p ~ 0 I ---------------------------J I I I U ~ I I I I I I ~ I _`J I I I I I I I I I I LO 'E FDN WALL HT. I I': I I I I I .I I II I I: I I I I I I I i' I I:.I i' 4x4 POST W/ 2'-0'x2'-O"x1'_0.. I L--- i ii•;~ DEEP P.C. PAD EXISTING i BASEMENT L--- IETAIN STOMA !nrr~^^^"^'^GP : I URSUANT TG S4 V ' F THE l OWN COUt. z I I I I I~,I C \ \ I ,I \ \ EXISTING SLAB I - I jUNDERWAffERSCEATIfICATE' ~ t1 I I REQUIRED I W C) u yh\\ EXISTING LOWER \ FDN WALL T. EXISTING FDN WALL I'I O \a\ - \ \ `Pt \ F ~i 2x8 ACO I i P%001 LEDGER I i BOARD U I I CERTIFICATION OF Of 0 , I , ---_'J NAILING & CONNECTIONS r LEXIS.TINGF REQUIRED. DN WALL _ _ _ _ _ J I TENT OF DECK ABOVE \rd \ i~ ~o n OCCUPANCY OR USE ' UNLAWFUL WITH 'UT LEHTIFICATE CP o - 2x8 ACQ LEDGER BOARD I OF OCCUi Lu -J%- EXISTING WALLS I °p AN ® ° 7'-e" I IL \ (3)2x10 ACQ ON 2x12 PIERS I r---I I -rl - - - - - - - - I ; I ..I I I II I 0 A" NOT-7) \ \ \ \ ON 24x24 CONC. ADS (typ.) i / X • -I I- - - -I v57 ' DATE: ( eP.a: O _ IJ I I I II I \ \ C EXTENT OF DECK ABV FP- N--' E„n ~4-NT AT ~C) 7ft - - id - '1 FOR THE O 6-9~ I I rL----s-at"----- I I 9 Lu L---------------J~ (3)2x10 ACQ ON 18x18 PIERS t5 F~OU'RED ON 38x36 CONC. PADS (typ,) L --------Z --------J' 2 P~UIviCING PROVIDE P.C. MUST 0 FTGS FOR STAIR /EXTENT OF DECK ABV PROVIDE P.C. 1~ -M ~ V STRINGERS (T1P.) FTGS FOR ALL STAIR ALL (;0,,, 1 Il S'H,aLL MEET T E U r-, STRINGERS (TYP.) FE^UIGzi4~p- --,Cr_,DESOFN W fA YORK Slflf_ L~ : LSPONSIBLE FOR •-I CJ DESIGN OR COtd~"ORUGTION ERRO S. m , DRAWN: ]G SCALE: 1/4"=1'-0" JOB xxxm ET NUMBER: 1 FOUNDATION PLAN AN A-1 1 /4"=1'-0" A-1 REVISIONS z 0 0 I [V rn EXISTING ti 3 DECK ~ ti x~ w cn ~ c BREAK BREAKFAST NOOK NOOK LIVING ROOM OPEN TO ABV MASTER 3TER BATH H a DINING ROOM NEW 3'-2" WIDE STAIR, 21- B" RISERS, Z 19-9-1/2" TREADS W/1-1/4" NOSING & 3'-2"x3'-2" LANDING. RAILING TO BE KITCHEN 36" HIGH W/2x BALLASTERS® 5' O.C. EXISTING PROVIDE SHOP DRAWING FOR APPROVAL. CL PLAYROOM a °o 44 POST ~ © Cl Cl FEa W,^ 0 V I t; i j O~1 li i i ~a R; / O O 0-4.00 ASTNECESSARY VENT c9o EXISTING ' O 17'-0" CLG. HT. CL MASTER 'ER \yy95 GARAGE BEDROOM DOM ~ EXIST. EXSi[. 0 N ON _ - - J EXISTING PROVIDE BLOCKIN C~ poo WASHER DR4E.R ENTRY \ \ P / iN~~ ev AT PORCH FROOF/C ILING• Z-2%8 \ Q~9 - - - J OPEN TO ABOVE as \ V~ CPO _ RELOCATE & RAISE = ~QRCH - WINDOWS TO MATCH N~ i - )RCH 0 ycy HOUSE HEAD HT, 5/40 DECKING IG oy SIMPSON BELLAIRE 0 #7598 W/SIDELITES I.G. O = m EXISTING J OFFICE O KR - - A-8 = NEW D' CK W/ J OVE r W ~115 4x4 DECKIII~ N O ~ N N \ N / X 2,8 RR2x8 RR ®16 Ott-16" O.C. V rl, U \ .fie • J a-~ A-6 18"x18" STONE PIERS DRAWN: 7G m SCALE: 114"=1'-0" 7'-3g 1 y1~ 70B P~ )00X0( SHEET NUMBER: 1 1 st FLOOR PLAN N 18'-"" LEE A-2 REVISIONS z 0 DECK ~ V U] ~ U m IS 0! OPEN TO LIVING ROOM EXISTING EXISTING a oc) BEDROOM %B BEDROOM V / Z EXISTING ~ATTIC SPACE W J LL c p N EXISTING • a y% ATTIC SPACE 1~ O rtI ~ d' Vl is rL z- 2-2x8 HDR Z - w OPEN TO 7,7177,7-77-77,fF E E E ~77~ - ~ /~2' Ovi tD TEh OVL 2030 FOYER TEMPERED GLASS % yo ~ OW 2 A-7 Alb '2 LANDING 8 6) 1 " T 7) R SE S i EXISTING % OVL 2030 TEMPERED G SS i W NEW ROI JEW ROOF BEDROOM V) Lu SEE ROOF PL .E ROOF PLAN 77777-77 1 ~ 2 I I O o P~ ~5 I I = m ' I I J - - - - - - - - - - - - - O NEW ROOF i7 - ---I >1 Z SEE ROOF PLAN O U DRAWN: JG SCALE: 1/4"=1'-0" JOB # ANN l SHEET NUMBER: 1 2nd FLOOR PLAN A-3 114"=1.0" A-3 REVISIONS i - - - - - - - - - - - - - - - - - - - - - - ~ I I r I II I I \ I \ I II I ~ I -F ~ I I I c \ \ ~ I I I I I I I I x PROVIDE 16" O.H. AT ALL RAKES & / - - - - - - - - - - - - - - - - - - ? SOFFITS (TYP.) I ~ u ? III II ~ ~ 12 12 12 61 7 1/2F- I I 12 I I ' 121 I I I I I I I I I I I I I I 12 j 7 1/2F- ~ \ I / ~ I Z ~ I I I I I I ~ I \ I 12 I 12 12 12 127 7 1/2r 12 I I -7 1~2 LL I I O \ \ I I I \ \ I I O \ \ I I I ~ \ \ I I \ \`L PROVIDE FIRE I I O g \ BLOCKING AT PORCH ROOF 12 \ (20" O.C. MAX). 7 1/21- 71/2F LU LL I I I 0 C I I I I I I I I O -4 - 77 19 noo 12F- 12F- I _J PROVIDE 16" O.H. 112 12 AT ALL RAKES & 12 12 SOFFITS (TYP.) - v O m J O w ' Lu r ~ O ~ O r U 1 ROOF PLAN s Cn U A-4 1/4"=l'-O" DRAWN: JG _l-0n y,.k"rFSCALE: 1/4 JOB WVVW SHEET NUMBER: 4 . 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