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HomeMy WebLinkAbout44133-Z ®�511FFOt�� Town of Southold 10/3/2019 0 P.O.Box 1179 r 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 40747 Date: 10/3/2019 THIS CERTIFIES that the building RESIDENTIAL ALTERATION Location of Property: 1240 West Rd., Cutchogue SCTM#: 473889 Sec/Block/Lot: 110.-5-13 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 8/26/2019 pursuant to which Building Permit No. 44133 dated 9/6/2019 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: existing screened porch converted to sunroom(non-sleeping)and central air conditioning installed in an existing one family dwelling as applied for. The certificate is issued to Mooney,Edward&Mary Ann of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 44133 9/27/2019 PLUMBERS CERTIFICATION DATED rued i ature 4�soFEnt��oTOWN OF SOUTHOLD BUILDING DEPARTMENT y TOWN CLERK'S OFFICE o . SOUTHOLD, NY 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#: 44133 Date: 9/6/2019 Permission is hereby granted to: Mooney, Edward 1 Sound View St James, NY 11780 To: legalize "as built" additions and alterations to existing single-family dwelling as applied for. Additional certification will be required. At premises located at: 1240 West Rd., Cutchogue SCTM # 473889 Sec/Block/Lot# 110.-5-13 Pursuant to application dated 8/26/2019 and approved by the Building Inspector. To expire on 3/7/2021. Fees: AS BUILT- SINGLE FAMILY ADDITION/ALTERATION $508.00 CO -ADDITION TO DWELLING $50.00 Total: $558.00 Build in Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 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 1%lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. ' B. For existing buildings (prior to April 9,1957) non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$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: (check one) Location of Property: + W 7S R nt��C/�o G-Lt A)-/. House No. Street Hamlet Owner or Owners of Property: IQ)c<7 f?R J M Da ry Ey --9W b M.tAJ f lW A( M 0 0 FY&y Suffolk County Tax Map No 1000, Section 11o,,50 Block (pc) Lot D 13.cD t)c; Subdivision Filed Map. Lot: Permit No. I LH 22'�> Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: ,/ Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ V Applican ignat oF soU�y®� Town Hall Annex ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 • �O� sean.devlin(a)-town.Southold.ny.us I�COUNT`I BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Edward Mooney Address: 1240 West Rd city:Cutchogue st: NY zip: 11935 Budding Permit# 44133 Section- 110 Block: 5 Lot. 13 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: AS BUILT License No: SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor X 1st Floor X Pool New Renovation 2nd Floor Hot Tub Addition X Survey X Attic Garage INVENTORY Service 1 ph X Heat Duplec Recpt 4 Ceding Fixtures 2 HID Fixtures Service 3 ph Hot Water GFCI Recpt 1 Wall Fixtures Smoke Detectors Main Panel A/C Condenser 1 Single Recpt Recessed Fixtures 4 CO Detectors Sub Panel A/C Blower 1 Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches 2 Twist Lock Exit Fixtures Combo SD/CO Other Equipment: Notes: Converted Front Porch to a Sunroom/AC "AS BUILT" " NO VISUAL DEFECTS" Inspector Signature: Date: September 27, 2019 S Devlin-Cert Electrical Compliance Form.xls �o�aOE SOUlyo6 -fq 1 l 3 * TOWN OF SOUTHOLD BUILDING DEPT. `ycourm N 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)SUnf ROOM [ ] CODE VIOLATION [ ] CAULKING 4- A-G REMARKS: 9 � DATE a �� INSPECTOR F . OF OUlyo� # TOWN OF SOUTHOLD BUILDING DEPT. °`ycourm 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [v? FINALA Ocw#-�r� vo-4 [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATIO�N- � [ CAULKING C4-40i-e/REMARKS: 4 L t t Y ' L4T " ann DATE INSPECTOR nij JAMES J. DEERKOSKI P.E. 260Deer Drive Mattituck,NY 11952 (631) 774 7355 Date: September 26, 2019 To: Southold Town Building Dept. Re: Insulation/Footing inspections Enclosed Porch Mooney 1240 West rd. Cutchogue, NY 11935 Permit#44133 To Whom It May Concern: This letter certifies that a insulation and footing inspection was performed at the above mentioned enclosed porch, and all insulation and footings were installed correctly and meets all state and local codes. Any questions feel free to call. �F NEVv, y� DEE RfiO '`� s ncerely, CO V- J J Deerkoski P.E. SFO No <,.72 P� '�ROFES � �-� L5 � �� , n • J a � i OCT - 3 2019 rr •. ': N FIELD INSPECTION REPORT DATE COMMENTS b ®� FOUNDATION (1ST) ------------------------------------ �C FOUNDATION (2ND) z 0 9J ® y ROUGH FRAMING& PLUMBING �y C7 B Ln r INSULATION PER N.Y. STATE ENERGY CODE 1 6A3 � �M FINAL ADDITIONAL COMMENTS -I co L (e5 --1Ce. ' a 6dW Z �rn � y yd 4 LJ TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do youu hhav need red the following,before applying? TOWN HALL SOUTHOLD, NY 11971 4 sets of Building'Plans TEL: (631) 765-1802 J AanniRg�Board approval FAX: (631) 765-9502 ( Su Ivey Southoldtownny.gov PERMIT NO. Check Septic Form :Y.S.D.E.C. C.O. pp lication oo 'ermit Examined '20 Separate " Tl mssrixleng4Gation Form S —water Assessment Form Contact: Approved /L,20 Q W-A-'R b et Disapproved a/c M 06 N C Phone: Co 3 f — �' ' g S q p Expiration 120 PruiNftrrinspector t,j�t %�•�tl AUG 2 6 2019 APPLICATION FOR BUILDING PERMIT _ _ Date /�fe-C-�-��� (, , 20 I q `"`"1`s_T11 D 5 T-11-1. INSTRUCTIONS 1 i;)-VI-i'i TV Sj)f 1'';i 7,,'s�-•y 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 regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signa re ofpl ci a t or nam f a corporation) 1 5o U-JJ by ( 1. 5;¢ � , S MCS, i��' it 7 P© (Mailing,address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder . eD W 14 l=� Name of owner of premises tr l-)LOM-Q C) Ate 0e Mft" AN X) M Oa N Y (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: 1 a 14 0 SES i h2 b ------ buy�C i�.��i�L.3...�.y- jig `3 -s- House Number Streeti +' Hamt`et`"" q 'l,'il;'S totAif}:'i County Tax Map No. 1000 Section i l o. oy Block p!S rObz n=, ;)u Lot 1 j.. a o 0 _ .,��':='tens Pa+•° ;.i :c(}�;'tf yt= .; Subdivision Filed Map No. Lot • J 2. State existing use-and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy I c)n to Cry b. Intended use and occupancy SCS rY1Q� 3. Nature of work(check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work —a (v Q (Description ''Ay Estimated Cost Fee \ (To be paid on filing this application) If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of.cars If business, commercial or mixed occupancy, specify nature and extent of each type of use. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same_ structure with alterations or additions: Front t , Rear Depth Height Number of Stories Dimensions of entire new construction: Front Rear Depth Height Number of Stories Size of lot: Front Rear Depth Date of Purchase Name of Former Owner �. 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 -- W -2,) auo6Yv i'y t -,o L,.&6 v i P+, 14. Names of Owner of premises 1t k-y -},viv etu.4-,&'Address S-1. U51eS N, Phone No. ('It- Name 'It-Name of Architect Address I`7r° 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. I 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 NO -N-c— * IF YES, PROVIDE A'COPY. STATE OF NEW YORK) SS: j COUNTY OFSuFFo y 1 - Rob T ebeing duly sworn, deposes and says that(s)he is the applicant (Nai6e of individual signing contract) above named, i (S)He is the C)L')V�e (Contractor,Agent, Corporate Officer,etc.) i 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. j Sworn to befo e me t is d of ��t f Kim F.Fuentes Notary Public,State of New York y `/-�7, Nota Publ cQualified h Ik County LIC.#01 FU4811709 Signature of Applicantell- Commission Expires April 30,. E EFdI �-� }l_.�� BWEDI�PUd DEPARTMENT- Electrical Inspector O Ke J �p O TOWN OF SOUTHOLD SEP ` � ��a Fall Annex - 54375 Main Road - PO Box 1179 o _ Southold, New York 11971-0959 a� ;- �Teleph ne (631) 765-1802 - FAX (631) 765-9502 �,' r� IN7,110 1V��`'0T_-V` i'off er.richert(a�town.southold.ny.us APPLICATION FOR ELECTRICAL INSPECTION 7REQUESTED BY: -- ?�j �,- Date: - Company Name: Name: License No.: email: Address: Phone No.: JOB SITE INFORMATION: (All Information Required) Name: 494_-.� -y- Address: ell Cross Street: Phone No.: -7 Bldg.Permit#: _t Fax Map District: 1000 Section: /to Block: Lot: BRIEF DESCRIPTION OF WORK (Please Print Clearly) fPoAC }+ Coni vE��t nl T a kPah? 4- kv, I w Circle All That Apply: Is job ready for inspection?: (0 NO Rough In Final Do you need a Temp Certificate?: YES / NO Issued On Temp Information: (All information required) Service Size 1 Ph 3 Ph Size: A # Meters Old Meter# New Service- Fire Reconnect- Flood Reconnect - Service Reconnected - Underground - Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION I l� Request for Inspection FormAs 1 1� �� SURVEYED FOR:- L- .� Z'�4 f,4=,- 4, f-4 " ...4.G-:S LOCATED AT �'`JT�1�(�,�• / TOWN OF �'S'®�j ®�,�j SUFFOLK COUNTY N.Y. LOT MAP OF SCALE 1" _ [} CO. CLK. NO. FILED SUFFOLK CO, TAX ANAP DATA j DIST. /000 SEC. 00 ! BLK. OSOO LOT OFFSETS FROM STRUCTURU TO RELATIVE BOUNDRY L. ON SURVEY, ARE Fag Al ��er� SPECIFIC USE. ONLY. AND � g S.2(a/G.5-©�. cwe��-g a�r�• �� O SHOULD NOT BE USED FO1 , '��VgY/ 0 CONSTRUCTION OF FENCES Cl* O'lM STRUCTURES. � = SEAL. 03 o srae � 1991 - � o L i WE- 1 �A Ix 7�avE�Va )y- /4;� "moo !-✓ 00 ?7?_E .•'r '-3�"�-� t,:oG�:r� �r✓:c�E ' •x!'73 3 SURVEYED jG�Qe-7 WILUAM R. Si JIrYtONS .R. A qpC l(++PIe�C BOX 377 jAMESPORL. T, -I , N Y. t 194 e '✓ -aiv�:..te.:�-.�9if. f�`�uZ��''3ZO� t , . -b t`RAVdls? 3Y ? 1 r ��.� ?AGF f , OCCUPANCY OR flOd IS UNLAWFUL Additional WITHOUT CERTi�iQ��� '4 Certification May Be Required OF OCCUPANCY APPROVED AS 0TED DATE: B.P.4 [�3-3 EXISTING FOUNDATION FEE: �G By. NOTIFY BUILDING DEPAr, TMENT AT 765-1802 8 AM TO 4 PIV FOR THE FOLLOWING INSPECTON) JIM DEERKOSKI, PE I. FOUNDATION - TWO R OUll�ne: (631) 298-7116 FOR POURED CONCRE E 2. ROUGH - FRAMING & F LUMBING 3. INSULATION - ,,,> .+ X1-,7 mom? -�-- o v. 4. FINAL - CON RUCI10 7_ M fi, —— ° COMPLETE T MUST = o r � { ,,,,� �` ss�' `=;,, ;�" •..,, BE LETS FOR C. ALL CONSTRUCTION SHA L MEET THE —'—REQUIREMENTS OF THE C DES OF NEW YbRK STATE. NOT RESP N I I 1 SIBLE FOR IGN OR CONST RUC ERRORS. .. .s, TI -_-_ --'_.%4..`.��„'•'i - �� ^i .�^� .', J��i ..._ '_r, �•~ � ]'-,ems. -._`_—_-' - I �• '.fir 4 ,:.:: ,-- ,; , , ,,,,�„�. ' .s — — L —I— J ' —..w>. - a* - •y iit'= ._= q;' + i r: EX.BLOCK PIER ,..,''”,►^,s r+` ,�, 11 n a` ,n„ _ j (TYPICAL) I 00" IV 7-p-1 — — — — — — — p COMPLY WITH ALL COdES 14'-10" NEW YORK STATE & TOE .., .•:. . ,r �►' ` {,,, ( — AS REQUIRED e - AND CONOF .; '�.-5+ :•-:% }-`.n" ,Y . 3 '' 1 PARTIAL F0UNDATION PLANAR� r F 7 SCALE: 1/4" = 1'-0" S t ' ELECTRICAL 0 INSPECTION,, � � �� _ ' <{ ; ; � . _. s ,• , ., ECTtON REQUfREt3 W ►�' • : f I V / EXISTING HOUSE' � / ;. � / OP SITE PHOTOS ,/� , , � � � X Q - CAM EXISTING SCREENED PORCH CONVERT TO CONDITIONED SPACE 00 x 2'-10"x 4'-8" T-10"x 4'-8" 2'-10"x 4'-8" 2'-10"x 4'-8" PRESCRIPTIVE DESIGN PER R402, 2015 IECC: 14'-10" DRAWN BY: JD FLOOR SPACE R30 CEILING 49 R-VALUE R-VALUE: PARTIAL FLOOR PLAN 8/16/2019 *EXCEPTION FLOORS: FENESTRATION 0.30 IF FRAMING MEMBER IS R19 U-FACTOR: SCALE: 1/4" = 1'-0" TOO SMALL SCALE: SEE PLAN GLAZED SLAB(HEATED)(2'PERIMIETER): RIO FENESTRATION NR SHCR: C FRAMED WALL I 1 P� FN wr SHEET NO: R-VALUE: R20 SKYLIGHT � NE h, 0.55 Gj �S�' D,-e, O,p BASEMENT WALL (CONDITIONED SPACE) 15/19 (�Q R-VALUE: J V"' m �1 Qj 7zS z �� S` 2 a� P� o e � Es 10 WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT & GOOD CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. KING STUDS ENDWALL RAFTER WALL STUD CRIPPLE STUD BOTTOM PLATE :1 RIDGE LEDGER LE JOIST JIM DEERKOSKI, PE HEADER DOUBLE JOIST SIDEWALL phone: (631) 298-7116 RAFTER JACK STUDS FLOOR USP NUMBER DESCRIPTION APPLICATION 1ST. ADS5 HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS ANCHOR TO FOUNDATION W/ ANCHOR BOLTS BATH / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT CONNECT TO 1 SIDE OF ALL CORNERS ON LOCATION USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WTH THE FLOOR 2ND. ADS5 HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP ALL OPENINGS LSTA12 1-1/4"x12" 20ga. STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1/4"x24" 20ga. STRAP APPLY OVER RIDGE TO EACH RAFTER 2x6-2x8 LS26 18ga. SLOPE HANGER PPLY TO EACH RAFTER / LEDGER JOIST DIRECTION WITH DE JOISTS. UNDER WALL. ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE THE FLOORS TO EACH OTHER W/ THREADED ROD. ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR JAPPLY TO EACH CRIPPLE STUD L 2X10 LS210 118ga. SLOPE HANGER VPPLY TO EACH RAFTER / LEDGER BLOCKING®24"OC WALL STUD THROUGH-ROOF EXHAUST VENTS SELECTED AND LOCATED BY CONTRACTOR METAL STRAP CRICKET AT TOP-SIDE OF VENTILATION CHANNEL RIM BOARD CHIMNEY AS REQUIRED RAFTER SILL PLATE(S) WALL SHEATHING RAFTERS MAINTAIN VENTILATION WOOD JOIST SIDEWALL FLASHING FOUNDATION ' ' ' TOP PLATE BLOCKING ' ',� � FINISH WALL AND MOISTURE 2x4 LEDGER BLOCKING STAPPING TO BE ATTACHED TO WALL STUDS®48"OC BARRIER TO LAP FLASHING 2x4 SOFFIT JOIST AND ALL WNDOW/DOOR OPENING JACK STUDS AT WALL -- MAINTAIN GAP ATTIC SHALL BE PROVIDED WTH 10 A FASCIA BETWEEN WALL FINISH AND MINIMUM NET FREE VENTILATING AREA - O FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION ROOFING TO AVOID SOAKING WALL STUD NOT LESS THAN 1/150 OF THE AREA OF GUTTER i THE SPACE VENTILATED. ALL OPENINGS WOOD GIRDER INSTALL 4'0" O.C. �. SHALL BE COVERED WITH CORROSION- ONTIN. SCREENED VENT 4' - 8" LSTA24 1-1/4"x24" 20go. STRAP AND JACK STUDS RESISTANT METAL MESH WTH MESH CONTIN. SOFFIT/ EXT. PLYWOOD ON ALL OPENINGS i PROVIDE HEMMED EDGE AT OPENINGS OF Ve INCH IN DIMENSION. FLASHING TO FORM CHANNEL INSTALL 4'0" O.C. LOCATION USP NUMBER DESCRIPTION APPLICATION SOFRTED EAVE i AND SO AS TO MAINTAIN AIR B" - 14" LSTA30 1-1/4"x30" 18ga. STRAP AND JACK STUDS GAP TO PREVENT CAPILLARY CONNECT TO V `J ON ALL OPENINGS / .i ACTION 4" A - 6" RAFTER RT10 10-3/4" x 18ga. TYDOWN ANCHOR EACH RATER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND ` '`• INSTALL 4'0" O.C. ROOF VENTILATION / OVER BEARING WALLS AND HEADERS 14" - 16" LSTA36 1-1/4"06" 18ga. STRAP AND JACK STUDS 8" - 12" RAFTER RT20 21-1/8" x 20ga. TYDOWN ANCHOR CONNECT TO EACH RAFTER SOFFITED EAVE DETAIL ON ALL OPENINGS ���� KEEP ROOFING NAILS OUT OF FLASHING 2ND. FLOOR WALL ROOFING LAPS BASE FLASHING 4 INCHES RAFTER O BASE FLASHING WRAPS CORNERS, RIDGE CAP OF SAME EXTENDS UNDER SHINGLES AT I MATERIAL AS ROOFING / SIDES 4 INCHES AND LAPS NAILED TO SHEATHING Z � SHINGLES AT BASE MIN. 4 INCHES THROUGH VENT 11 L WOOD JOIST TOP PLATE O W GIRDER/HEADER SIDE WALL FLASHING WOOD JOIST O 1ST. FLOOR WALL STAPPING IATTACHED TO WALL STUDS 048"OC AND ALLL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES, EDGE LLS, WALL STUD O O AND RAKES -- PROVIDE HEMMED EDGES SO FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATIONRAFTERS AS TO FORM DRAINAGE CHANNELS AND INSTALL 4'0" O.C. PREVENT CAPILLARY ACTION A' M 4" - 8" LSTA36 1-1/4'x36" 189a. STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION APPLICATION PRE-MANUFACTURED KEEP SHEATHING MIN. 1-1/2" ` V ON ALL OPENINGS CONNECT EACH RIDGE VENT FOLDS FROM PEAK TO ALLOW FREE ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WTH r RAFTER/ LATE RT15 TYDOWN ANCHOR OVER RIDGE TO THE PROPER STEEL CONNECTOR. r� v INSTALL 4'0" O.C. RAFTER TO PLATE AIR PASSAGE "IF ABLE, SET FIR JOISTS APROx. 1/2HIGHER THAN LVL HEADERS r CONFORM TO SLOPE 8" - 16" MSTA48 1-1/4"x48" 16ga. STRAP AND JACK STUDS CONNECT OVER OF ROOF TO ALLOW FOR SHRINKAGE. & REDUCE BUMP OUTS ON ALL OPENINGS PLATE/WALL SPTH4 STUD PLATE ANCHOR PLATES TO EACH STUD /1 DBL. SILL PLATE TERMITE SHIELD �'j I r WOOD JOISTS SILL GASKET ' WOOD JOISTS r r CONC. SLAB NEOPREGASKET " cv � 2x6 /M CONTINUOUS WOOD PLATE r TYP. CONC. FOUNDATION ( 6 MIL. POLY BOLTED TO STEEL BEAM WTH DAMOLYOOF EXTERIOR , V> O 6MIL POLY ON EXTERIOR \' GRANULAR FILL V STEEL COLUMN I ' ' ' ,_•Q r 1/2 " DIA. BOLTS® 48" o.c. STAG. •p N • ,- 4 I ' 4 s • ♦ \ ROOF JACK N� `% r . '� �. �\ %, sp /77 STEEL BEAM GONGSLAB • v ANCHOR BOLT EMBEDMENT: // a,♦ C �•O, POURED CONCRETE: 7" �% COMPACT FILL t BLOCK WALL: 15" 4" x 1/4" x 8" STEEL •� V • r ROOFING LAPS TOP AND BOTTOM PLATE V ' • 4 • " ♦ FLASHING AT % WITH 1/2" x 6" ANCHOR BOLT KEYWAY FOOTING m ♦ �•p •.p Q GONG. FTG. •p Q•p L o• SIDES AND TOP . :0 ANCHOR BOLT CONNECTION USE WITH 3x3 SQUARE WASHERS �` 1/2" GROUT (USP LBPS58 OR BP583) �- 3" STEEL COLUMN REINFORCING BAR • FOUNDATION 5/8" DIA. ANCHOR BOLT I I I ) DRAIN TILE p • ANCHOR BOLT CONNECTION ( 10 KIPS SUPPORTING MAXIMUM SPACING FLASHING LAPS � , SILL PLATE TO FOUNDATIONROOFING AT BOTTOM CRAWL SPACE OR FOUNDATION) 1 STORY 72" OC TYPICAL BEAM DETAIL TYPICAL CONC. FOUNDATION. APPLY PILASTERSSILL PLATE TO FOUNDATION 2 STORIES 36" OC WHERE NEEDED FOR STRUCTURAL BRACING. MIN. 3" STEEL COLUMN ANCHORED TO 24"x24"x12" CONC. FTG. CRAWL SPACE OR FOUNDATION - STEEL/ BOTTOM BEARING WALL BOTTOM PLATE TO FOUNDATION 1-2 STORIES 57" OC SLAB-ON-GRADE ROOF JACKS & VENTS DETAIL SUBFLOOR GONG. SLAB DOOR FRAME 6X610/10I DOOR --I JOIST COMPACT DRAWN BY: JD COMPACT FILL I I USE 2X8 STEEL BEAM FOR BLOCKOUT •: 4" SLAB • P.T. PLATE W/ 6X6 WMM \ SLOPE // 4"DRIVEWAY NOTCH JOIST AND ADJUST HEIGHT 8/16/2019 " i/2" AIR SPACE `�. < 1 ♦• (WTH A NAILING PLATE IF NEEDED) AT END AND d• •• Iy� s• :• •••• .' TO BE APROX. 1/2" OR HIGHER THAN "A •� " '' K<•p ES OF WOOD �A . _ STEEL BEAM TO ALLOW FOR SHRINKAGE RAD 4 4'-'a'''-v-'-- 4 4 4 e�./' = BEAMS '♦O C ♦O • • '• (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED) SCALE: SEE PLAN 12" O �s=o 6x6 W.W.M. ,— a c�•,—a r ♦O • •••♦o..0SCALE: MIN, i�1,0 ♦O '• �'p �'S A' • .+ _NOTCH BEAM FOR MUDSILL IF REQUIRED -- MAXIMUM . •' 4 • REINFORCING BAR :• NOTCH EQUALS 1/4 DEPTH OF BEAM ' ♦O p:♦•• • �♦ II—II IST •O �♦ REINFORCING BAR DRAIN TILE 4 = 12" '♦ i• SHEET METAL/ 30N FELT UNDER BEAM AT POINT • ��• � �� STEEL BEAM OF CONTACT WITH CONCRETE OR CONC. BLOCK • • SHEET N O■ � • 3^ PLATE (BOLTED TO BEAM) TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WTH (2) #4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. • SHIMS TO LEVEL BEAM REINFORCE FOOTING WITH (2)q4 REINFORCING BARS. 3" MINIMUM BEARING SURFACE FOR WOOD BEAM GARAGE DOOR BLOC KOUT OF NE�,y BEAM POCKET r ' A, F, * CC �.� W Ngo �o A 25 � GENERAL NOTES WIND FRAMING NOTES NAILING SCHEDULE PLAN CONTENTS: 1).RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL 1-1/4"x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. NAIL NAIL BUILDING USE RESIDENTIAL DWELLING When a collar tie is used in leu of a ridge strap,the number of 10d common nails required JOINT DESCRIPTION QTY. SPACING NOTES CONSTRUCTION NOTES: in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. RAFTER TO S'WALL:3-8d COMMON EACH TOE-NAIL BUILDING HEIGHT (SEE PLANS) TOP PLATE 10'WALl:48dCOMMO RAFTER 1).The information within this set of construction documents is related to basic design 2).RAFTER-TO-WALL ASSEMBLY: TOTAL SQ.FT.OF CONSTRUCTION (SEE PLANS) 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 CEILING JOIST 8'WALL:3-8d COMMON EACH TOE-NAIL 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 TO TOP PLATE 10'WALL:48d COMMON JOIST State building codes.The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEILING JOIST TO AS PER TABLE 3.7 EACH FACE DESIGN CRITERIA CODE:2015 IRC,2016 NYS UNIFORM SUPPLEMENT JIM D E E RKOS K I, PE construction details and procedures to ensure a professionally finished,structurally the to the wall stud with uplift connections.Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM-SBC LAP NAIL sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE FRAMING ELEMENTS AS PER FLOOR PLANS,CROSS SECTION AND GENERAL NOTES phone: (631) 298-7116 OVER PARTITION WFCM-SBC LAP NAIL EXT.BALCONIES 60 2).The General Contractor is responsible for ensuring that all work and construction 3).WALL-TO-WALL ASSEMBLY: COLLAR TIE AS PER TABLE 3.4 EACH FACE DECKS 40 meets current federal,state,county and local codes,ordinances and regulations,etc. Wall studs above and studs below a floor level shall be attached with uplift connections in TO RAFTER WFCM-SBC END NAIL These codes are to be considered as part of the specifications for this building and accordance with table 3.3b.When wall studs above do not fall in line with studs below,the ATTICS w/o STORAGE 10 should be adhered to even if in variance with the plan. studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING 2-8d COMMON EACH TOE ATTICS w/STORAGE 20 accordance with table 3.3. TO RAFTER END NAIL DESIGN LOAD CALCULATIONS ROOF (GROUND SNOW LOAD) 20 3).Dimensions shall take precedent over scaled drawings. RIM BOARD EACH END (LIVE LOADS PSF) (DO NOT SCALE DRAWINGS). 4).WALL ASSEMBLY TO FOUNDATION: TO RAFTER 2-16d COMMON END NAIL ROOMS(OTHER THAN SLEEPING) 40 First wall studs shall be connected to the foundation,sill plate,or bottom plate with uplift ROOMS(SLEEPING) 30 4).The designer has not been engaged for construction supervision and assumes no connectors.Steel straps shall have a minimum embedment of 7 inches in concrete WALL FRAMING:, STAIRS 40 responsibility for construction coordinating with these plans,nor responsibility for foundation and slab-on-grade,15 inches in masonry block foundations,or lapped under construction means,methods,techniques,sequences,or procedures,or for safety the plate and nailed in accordance with table 3.3b.When steel straps are lapped under the JOINT DESCRIPTION NAIL NAIL NOTES GAURDRAILS ANY DIRECTION 200 QTY. SPACING precautions and programs in connection with the work.There are no warranties fora bottom plate,3 inch square washes shall be used with the anchor bolts.Anchor bolt EXPOSURE CATEGORY (DESIGNED FOR CAT.C) specific use expressed or implied in the use of these plans. spacing is to be spaced and sized in accordance to table 3.2a.In addition to spacing, TOP PLATE TO 2-16d COMMON PER FACE NAIL anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all TOP PLATE FOOT SEE NOTE:1 LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION 5).Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT JOINTS FACE ROOF-FOUNDATION DETAIL PAGE&GENERAL NOTE PAGE INTERSECTIONS 4-16d COMMON EA.SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE 6).The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5).TYPE 1 EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACE or exceeds manufacture's specifications and applicable codes. Type 1 exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior STUD 2-16d COMMON O.C. NAIL EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE attached with 8d common nails at 6"o.c.at the panel edges and 12"o.c.in the field,and Sym.: P $ FIRE PROTECTION SMOKE ALARMS TO COMPLY WITH NFPA 72 AND NYS R314 IRC. FACE O.C.7).The General Contractor is to consult with the owner for all built-in items 1/2 inch gypsum wallboard on the interior attached with Sd cooler nails at 7"o.c.at panel HEADER TO 16d COMMON 16" SMOKE&CO2 DETECTORS IS CARBON MONIXIDE ALARMS TO COMPLY WITH R315 IRC. such as bookcases,shelving,pantry,closets,trims,etc. edges and 10"o.c.in the field shall be in accordance with the length requirements specified HEADER ALONG EDGES NAIL in table 3.15a-b. TOP OR BOTTOM 2-16d COMMONPER 2x4 STUD END TRUSS DESIGN N/A-STANDARD STICK FRAME CONSTRUCTION 8).Wind load requirements shall be taken into account during construction. PLATE TO STUD 3-16d COMMO PER 2x6 STUD NAIL ENERGY CALCULATIONS 2015 IECC 6).TYPE II EXTERIOR SHEARWALL CONNECTIONS: BOTTOM PLATE TO: O FOUNDATION NOTES: Type 11 exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate PER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA FLOOR JOIST,BAND JOIST, 2-16d COMMO length adjustment factors in table 3.16. FOOT SEE NOTE:1,2 1).The General Contractor and Mason to review plans,elevations,details and notes to END JOIST OR BLOCKING GROUND WIND SEISMIC FROST WINTER ICESHIELD determine intended heights of finished floor(s)above typical grade. SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT FLOOD 7).INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING: HAZARDS Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED �\ 2).All footings to rest on undisturbed(virgin)soil. interior shearwalls are used.Sheathing and connections shall be in accordance with JOINT DESCRIPTION NAIL NAIL NOTES 2.4.4.2 and 2.2.4 respectively. QTY. SPACING 20 PSF 130 B SEVERE 3 FT. MODERATE SLIGHT TO - 3).Provide 1/2"expansion joint material between concrete slabs and abutting JOIST TO: PER TOE TO HEAVY MODERATE 11 YES concrete or mason walls occurin in exterior or unheated interior areas. 8).CONNECTIONS AROUND EXTERIOR WALL OPENINGS: 4-8d COMMON masonry $� SILL,TOP PLATE OR GIRDER JOIST NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE 4).Any new concrete walls being attached to existing concrete structure shall with table 3.5.Window sill plates shall be have steel connectors in accordance with table 2-8d COMMON NAIL SPACING NAIL SPACING AT INTERMEDIATE u be installed with#5 re-bar,18"long at 12"o.c..Use approved epoxy for installation. P TO JOIST END NAIL SHEATHING LOCATION NOTES 3.5. AT PANEL EDGES SUPPORTS IN THE PANEL FIELD BLOCKING EACH TOE UJ 5).Unless otherwise noted,all slabs on rade to be 2500 s.L.Concrete to be 2-8d COMMON 4'PERIMETER EDGE ZONE 8d COMMON 6"O.0 8d COMMON 6"O.C. SEE NOTES:1,3 O $ P• TO JOIST END NAIL @ C� poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing.Interior slabs 9).CATHEDRAL CEILING ASSEMBLY: SEE NOTES:1 to be minimum 3-1/2 inch thick.All fill to be compacted to 95%relative density with Where a ridge is to be used as a structural beam,the rafters shall either be notched and BLOCKING TO: EACH TOE INTERIOR ZONE 8d COMMON 6"O.0 8d COMMON 12"O.C. (BOTH FIELDS) Pa tY 3-16d COMMON @ @ NOTE:2 FOR PANEL FIELD 6"maximum lifts Qayers). anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge SILL OR TOP PLATE BLOCK NAIL along the open ceiling part of the building.Connections to the ridge and wall shall be be LEDGER STRIP EACH FACE GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4"O.C1 Bd COMMON @ 4"O.C. SEE NOTES:13 Z 6).Crawl spaces to be provided with a minimum 18"x24"access opening.Install one3-16d COMMOZ Z 1:4 attached with the above requirements. TO BEAM JOIST NAILFq 8x16 cast iron foundation vent for every 150 sq.ft.of area. n JOIST ON LEDGER PER TOE NOTES DECK AND COVERED PORCH NOTES: 3-8d COMMON O Cn 7).Dampproof exterior of foundation with bituminous coating as per section R406 of TO BEAM JOIST NAIL rT, w N.Y.S.Residential Construction Code.A 6-mil polyethylene film shall be applied over 1).Unless otherwise noted,all framing material to be#1 ACQ pressure treated lumber. BAND JOIST PER END THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. O h�.1 FFD the below rade portion of exterior walls prior to backfilling. All fasteners,hangers and anchors to be alvinized or stainless steel. 3-16d COMMON O $ P P $• $ $ TO JOIST JOIST NAIL 1).For roof sheathing within 4 feet of the perimeter edge of the roof,including 4 feet on each side of the roof peak, f h'J 8).Drainage as per section R405 of N.Y.S.Residential Construction Code. 2).Girders for deck joists to be bolted to each post with washers and nuts. BAND JOIST TO: 2-16d COMMON PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. �•/ t ' O SILL OR TOP PLATE FOOT SEE NOTE:1 V Girders on concrete piers shall be anchored with proper steel connectors anchored 2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. �1 O FRAMING NOTES into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. NAIL NAIL For framing members with<0.42<G<0.44,the nail spacing shall be reduced to 6 inches o.c. 1).All framing techniques and methods as prescriptive design of 2006 SBC High Wind 3).Posts supporting girders shall be anchored to a 12"x12"x12"thick concrete footing. JOINT DESCRIPTION CN f 1 Edition Wood Framing Construction Manual. Use a minimum 1/2"dia x 8"long anchor bolt with washers and nuts.Footings Shall be 3 ft. QTY. SPACING 3).Tabulated 4 inch o.c.nail spacing assumes sheathing to rafter/truss framing members with G>0.49.For U below grade.Porches with covered roofs shall have 12"dia.concrete piers for the girders. STRUCTURAL PANEL 8d AS PER TABLE 3.8 framing members with 0.42<G<0.49,the nail spacing shall be reduced to 3 inches o.c. �( otherwise noted,aii framing and structural wood material to be#2+BTR. WFCM-SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS: Douglas FFir. 4).Deck joists to have blocking at 8'0 o.c.. CEILING SHEATHING: SHEATHING LOCATION NAIL SPACING NAIL SPACING ATINTERMEDIATE NOTES V 5).A minimum of 10 inch flashing shall be 3).Floors,walls,ceilings and rafters to be spaced at 16 inches o.c.unless noted installed between the building and ledger. NAIL NAIL AT PANEL EDGES SUPPORTS IN THE PANEL FIELD otherwise. JOINT DESCRIPTION Ledger to be fastened to building with 1/2"dia.bolts with washers and nuts QTY. SPACINGSEE NOTES:1,3(BOTH FIELDS) 4'EDGE ZONE 8d COMMON @ 6"O.0 8d COMMON @ 12"O.C. 4).Unless otherwise noted,all bearing wall headers to be(2)2x10#2+BTR.Doug.Fir. where needed. GYPSUM Sd COOLERS 7" O.C.EDGE NOTE:2 FOR PANEL FIELD Bearing wall headers to have(2)jack studs and(2)full length studs on each side of all6).Concrete piers shall be a minimum 6"above grade. WALLBOARD 10"O.0.FIELD INTERIOR ZONE 8d COMMON @ 6"O.0 8d COMMON @ 12"O.C. SEE NOTE:3 openings.LVL headers to have(3)jack studs and(2)full length studs on each side of WALL SHEATHING:NAIL NAIL openings.Bearing wall window sills shall also have(2)window sill plates for 2x4 wall 7}.All joists to be supported with hangers and anchors.Each Joist shall also be anchored NOTES O openings between 4'1 and 6'0 and 2x6 wall openings between 511 and 89.Provide fire to girder(s). JOINT DESCRIPTION THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. and blocking where applicable. QTY. SPACING 5).All flush beams/headers to be installed with heavy du alvinized han ers and 8).Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL 8d COMMONAS PER TABLE 3.9 1).For wall sheathing within 4 feet of the corners,the 4 foot edge zone attachment requirements shall anchors where applicable to all connecting joists. $ $ PLUMBING NOTES PANELS WFCM-SBC be used. 7/16"OSB 3"O.C.EDGE 6).Double up floor joists under walls that run parallel to the floor joist and under bathtub 1).All water supply,drainage and venting to be installed as per N.Y.S.Residential PLYWOOD 6d COMMON 6"O.C.FIELD 2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to stud framing members with Floors to have ceramic tile installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM Sd COOLERS 7" O.C.EDGE G>0.49.For framing members with 0.42<G<,the nail spacings shall be reduced to 6 inches o.c. on plans. WALLBOARD 10"O.0.FIELD 3).For exterior panel siding, alvinized box nails shall be permitted to be substituted for common nails. 7).Provide 2-1-3/4"thick microlams(height to match floor joists)around stairwell and/o, 2).Verify septic system with the Engineer for Suffolk County Health Department approval. FLOOR SHEATHING: P $ $ P other access openings unless otherwise noted(typical). 3).If wall studs,plates or joists are cut out during installation for any plumbing related work, NAIL NAIL 1).PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. 8).Dormers running up roof rafters are to be supported by double rafters on either side provide adequate bracing and plates to protect and secure the structure.Verify with the JOINT DESCRIPTIONQTY. SPACING 2).USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. where applicable unless otherwise noted. state code and manufacture's recommendation for maximum hole size and spacing permitted. STRUCTURAL PANELS 8d COMMON 1"OR LESS 12"O.C.FIELD 6"O.C.EDGE 3).INSTALL 1-Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. 9).Provide blocking/bridging in floor joists at 8'0 o.c..Use solid blocking in floor joists HVAC SYSTEM NOTES Section R602.8-FIREBLOCKING REQUIRED under all bearing walls. 1NOTES: Fireblocking shall be provided to cut off all concealed draft openings(both vertical and horizontal) Mechanical subcontractor is responsible for adhearing to all applicable codes and safety and to form an effective fire barrier between stories,and between a top story and the roof space. 10).Provide insulation baffles at eave vents between rafters.Install draft blocking as requirements. THESE NOTES ARE ONLY TO BE REFERRED TO IF Fireblocking shall be provided in wood-frame construction in the following locations. /� needed. 2).HVAC subcontractor is to fully coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. DRAWN BY. D equipment supplier. 1).In concealed spaces of stud walls and partitions,including furred spaces,at the ceiling and floor 11).Unless otherwise noted,all roofs and walls to have a minimum 1/2"thick,4-ply Fir 1).Nailing requirements are based on wall sheathing levels.Concealed horizontal furred spaces shall also be fireblocked at intervals not exceeding 10 CDX exterior sheathing grade plywood.Plywood to cover over plates and headers. 3).HVAC subcontractor to provide final system layout drawing and submit it to the General nailed 6"on-center at the panel edge.If wall sheathing feet.Batts or blankets of mineral or glass fiber shall be allowed as fireblocking in walls constructed Contractor and owner for final review and approval. is nailed 3"on-center at the panel edge to obtain higher using parallel rows of studs or staggered studs. / /2� ^ 9 12).Unless otherwise noted use 3/4"thick T&G PTS Fir or Advantech plywood subfloor shear capacities,nailing requirements for structural adhered with PL400 adhesive and screwed to floor joists.Finished floor to be installed ELECTRICAL NOTES: members shall be doubled,or alternate connectors, 2).At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, over subfloor as per manufacture's instructions. 1).All electrical to be installed as per N.Y.S.Residential Construction Code. such as shear plates,shall be used to maintain load path. drop ceilings and cove ceilings. 13).All bathroom walls to have 1/2"thick moisture-resistant sheetrock.Garage walls and 2).When wall sheathing is continuous over connected 3).In concealed spaces between stair stringers at the top and bottom of the run.Enclosed spaces SCALE: SEE PLAN ceilings and over furnace to have 5/8"thick type-x sheetrock.All other parts of building 2).All electrical work shall be approved by a qualified Underwriter. members,the tabulated number of nails shall be permitted under stairs shall comply with Section R314.8,N.Y.S.Residential Code. to have regular 1/2"sheetrock.All walls to be taped and finished. .to be reduced sol-16d nail per foot 3).All electrical work to comply with 2014 NEC. 4).At openings around vents,pipes and ducts at ceiling and floor level,to resist the free passage of 14).All roof with a pitch less than 4:12 shall be installed with an Ice&Water barrier or SOIL COMPACTION: flame and products of combustion. approved equal.Flat roofs shall be applied with a Fiberglas base sheet with an EPDM 4).Install Smoke detectors and Carbon Monoxide detectors throughout as per section R314 SHEET torch down type material over. and R315 of IRC. 1).NEW FILL TO BE CLEAN OF ORGANIC MATERIAL CONTRACTOR 5).For the fireblocking of chimneys and fireplaces,refer to Section R1001.16.N.Y.S.Residential Code. N O■ TO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL. OF NE 16).All sill plates and wood in contact with concrete to be pressure treated.Sill plates to REMOVE AND ADD ADDITIONAL FILL AS NEEDED. • Dc- '11,; , 0 be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. !v 2).COMPACTION OF NEW FILL SHALL BE AT LEAST 95%PROCTOR NOTE: * A �0 DENSITY(PER ASTM D 698 AND ASTM D 1557). COMPACT THE :.le SOIL AT 12"LIFTS(TYPICAL).CONTRACTOR TO HAVE FILL CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY ;; "� �3 - Cr TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION. EXISTING CONDITIONS. MINIMUM 3000# CAPACITY. 'L - j ``' .?;. FSA O