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HomeMy WebLinkAbout48262-Z BUFF�� cpGy Town of Southold 8/4/2023 a P.O.Box 1179 0 o _ 53095 Main Rd y.�jpl �aofi A Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 44373 Date: 8/4/2023 THIS CERTIFIES that the building POOL HOUSE/CABANA Location of Property: 1225 West Ln., Southold SCTM#: 473889 Sec/Block/Lot: 88.-6-9 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 7/26/2022 pursuant to which Building Permit No. 48262 dated 9/7/2022 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: accessory pool house as applied for. The certificate is issued to Garvin, Sean&Audrey of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 48262 7/5/2023 PLUMBERS CERTIFICATION DATED W11 IA� Al V1 uth ri d ignature OF FBTOWN OF SOUTHOLD BUILDING DEPARTMENT y x 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#: 48262 Date: 9/7/2022 Permission is hereby granted to: Garvin, Sean 9 Waldo Ln Manhasset, NY 11030 To: construct accessory pool house as applied for. At premises located at: 1225 West Ln., Southold SCTM #473889 Sec/Block/Lot# 88.-6-9 Pursuant to application dated 7/26/2022 and approved by the Building Inspector. To expire on 3/8/2024. Fees: ACCESSORY $215.20 CO-ACCESSORY BUILDING $50.00 Total: $265.20 Building Inspector pF SOUryol 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 Q sean.devlin(D-town.southold.ny.us Southold,NY 11971-0959 'Q �ycOUNTV,Nc� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Sean Garvin Address: 1225 West Ln city:Southold st: NY zip: 11971 Building Permit#: 4$262 Section: $$ Block: 6 Lot: 9 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: Platinum East Electric License No: 34091 ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Commerical Outdoor X 1st Floor X Pool House X New X Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph X Heat Duplec Recpt 2 Ceiling Fixtures Bath Exhaust Fan Service 3 ph Hot Water GFCI Recpt 1 Wall Fixtures 2 Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures CO2 Detectors Sub Panel 60A A/C Blower Range Recpt Ceiling Fan 1 Combo Smoke/CO Transfer Switch UC Lights Dryer Recpt Emergency Strobe Heat Detectors Disconnect Switches 3 4'LED Exit Fixtures Sump Pump Other Equipment: 60A Panel 24 Circuit/6 Used Notes: Pool House Y Inspector Signature: ate: Jul 5 202 S. Devlin-Cert Electrical Compliance Form o�aOF sou l,�o� TOWN OF SOUTHOLD BUILDING DEPT. �0 • �O `ycou631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: DATE ?�2l INSPECTOR OF SO//lyO� TOWN OF SOUTHOLD BUILDING DEPT. couto, 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] UNDATION 2ND [ ] SUL 7AULKING ] FRAMING /STRAPPING [ FINAL �V-.-, [ ] FIREPLACE & CHIMN Y [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PR C/O [ ] RENTAL REMARKS: ldokvll..011� LAVA /I I / VI f DATE INSPECTOR zwrry ru pf SOUTyo� lid Ti 2�J We s-)- 1,A * # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: kovfe DATE INSPECTOR FIELD INSPECTION REPORT I DATE COMMENTS =7ja� ►o FOUNDATION (1ST) ----------------------------------- a FOUNDATION (2ND) —amd� ,.�., uh ROUGH FRAMING& 00 PLUMBING n 0 t r INSULATION PER N.Y. STATE ENERGY CODE v oes FINAL ADDITIONAL COMMENTS e S o t � �, Z H O i z x r� x v m b H 4 soo co�y�{ TOWN OF SOUTHOLD—BUILDING DEPARTMENT y Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone(631) 765-1802 Fax(631) 765-9502 htips://www.southoldtownny.gov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only PERMIT N0. q2)('2 Building Inspector: JUL 2 6 2022. Applications and forms must be filled out in their entirety.Incomplete BUILDING DEPT. applications will not be accepted. Where the Applicant-is not the owner,an T'OCAllj OF:S'001[ GLl3' Owner's Authorization form(Page 2)shall be completed. Date: ®7 Z Z�• OWNER(S)OF ROPE TY: Name: JS�r` SCTM#1000- �® Project Address: 2 � SD U Phone#: 57I 0 4 Email: Mailing Address: CONTACT PERSON: Name: �C �C Mailing Address: F0 �? 3 `- Phone#: �(,- 40 Email: m ksa>r i B �© I��1 '►. n DESIGN PROFESSIONAL INFORMATION: Name: 'v Mailing Address: Phone#: Email: CONTRACTOR INFORMATION: Name: Mailing Address: so v J Phone#: 2 _ `7 9 00 Email:c'e3i w� "V 01i; DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure ddition Iteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ Will the lot be re-graded? ❑Yes Will excess fill be removed from premises? Yes ❑No 1 f PROPERTY INFORMATION Existing use of property: I ��� Intended use of property: Zone or use district In which premises Is situated: Are there any covenants and restrictions with respect to this property? []YesNci IF YES, PROVIDE A COPY. Check Box After Reading: The ownm/contractor/design proresslonal is responsible for all drainage and storm water Issues as provided by Chapter 796 of the Town Code,APPUCATION Is HEREBY MADE to the Building Department rat the issuance of a Building Permit pursuant to the Huliding tone Ordinance ofthe Town of Southold,Suffolk,County,New York and other applicable taws,ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or damollUon as herein described.The applicant agrees to comply with all applicable laws,ordinancas,buikilnA code, housing code and regulations and to admit authorized inspectors on premises and In bugdrng(s)for necessary Inspections.False statements nada herein are punishable as a loss A mltdemoanor pursuant to Section 210,45 of the Now York State Penal taw. Application Submitted B �' I ocC 3Cq +4T y(print n e): Authorized Agent ElOwner Signature of Applicant pate: 4P7 � Z STATE OF NEW YORK) COUNTY OF�Ulj I`���f✓ ) being duly sworn;deposes and that says (s)he Is the applicant pplicant (Name of individual signing cont ct)above named, (S)he Is the (O (Cont actor,A ,Corporate Officer,a c.) of said owner or owners,and Is duly authorized to perm 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/her knowledge and belief;and that the work will be performed in the manner set forth In the application file therewith. Sworn before me this dday of 20 2Z, I otary Public TRACEY L. DWYER NOTARY PUBLIC,STAT E OF NEW YORK QUALIFIED N DW6306900 Nit COMMISSION EXPIRES JUNE 30,.24a"UFFOLK COU (Where thea applicant is 1-10t lit: n +tiel'1 I' - .' -(-i' .�..` ,,r—� t.i.- . '3f i a"'1 I'cslCll^;.�'t •_�.�.,�'__�-____� ��,%�,-'!'-�-1 i� t-'•.��.'a.,� do hereby awlicyj'7 rely behalf to the Toy4n of Southold Pullclin g f7, ----:_to apply on Ov.<lier's Signature Print Civ, er's Name r W 2 S�fjj f BUILDING DEPARTMENT- Electrical Inspector �V/ 'SS TOWN OF SOUTHOLD OEC Tow n�-I mnex- 54375 Main Road - PO Box 1179 5 2022 utholddNew York 11971-0959 70�i��d1VGa)E Tele (631) 765-1802 - FAX (631) 765-9502 �� i southoldtownny.gov- sea nd(M-southoldtownny.aov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (Ail Information Required) JDate: Company Name: CEL 1 �� Electrician's Name: KC I 1r1+- License No,: �1 - 3 Y®g J Elec. email: /r/v���cS� 4 00, 0*1 Elec. Phone No: &31- ( S 9 Va V request An email copy of Certificate of Compliance Elec. Address.: JOB SITE INFORMATION (All Information Required) Name: GA4VIi/0 Address: ��'— Cross Street: Phone No.: - (e q Bldg.Permit#: 00 2 email: 0-1 "4 !1 ,eo Tax Map District: 1000 Section: . Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE Pie se Print Clearly): 5Q- F4- (700L Square Foota e: Circle All That Apply: Is job ready for inspection?: � YES NO F-1 Rough In ElFinal Do you need a Temp Certificate?: 0 YES NO Issued On Temp Information: (All information required) Service Size❑l Ph❑3 Ph Size: A # Meters Old Meter# [-]New Service❑Fire Reconnect[]Flood Reconnect❑Service Reconnect❑Underground❑Overhead o underground Laterals `i 2 n Ffaf�e Pole Work don ie on ii Sen vice? r v I—In� Additional Information: PAYMENT DUE WITH APPLICATION z l 22 'PO q0 PERMIT # Address: Switches i I Outlets GFI's Surface Sconces I H H's v UC Lts Fans Fridge HW Exhaust Oven WAD Smokes DW Mini Carbon Micro Generator Combo Cooktop Transfer AC AH Hood Service Amppssg Have ` Used Special: �(� 2�J Comments 1 REVISIONS: 02/10/22 N/O/F MAHLON D . & LILLIAN B . DICKERSON S 670 35' 20" E 100 .00' 4' FOOL FENCE co 00 ` 36' • — — — — • J J / V 1 PROPOSED POO V 1 0 L PROPOSED co STOR,4c7z Q a.az � 0 , [-� z w CC/ � 10. I I � / , 3' i ' / EXISTING ��I/�/ PR -- W LEgGH � 1 Q y ► //� r OPOSED p 1 Crj co ;�D��ED 7.5;r STORY ��� ADDITION 06 25.2' 1 _ SQUARE FOOTAGE a a) - > / EXISTING 7 N PR %in / SEPTIC V OPOSED to N FIRST FLOOR 1173 SQ. FT. Z SOC- FENCE A LTERA cv Z 0 TIONS /��/ IL 1, SECOND FLOOR 534 SQ. FT.co 151111 z W CL _ 7. 1 M TOTAL INTERIOR 1707 SQ. FT. � W az 94) 4 POO Q �/ z r - - - /M 7' LFDNC N w - 0 'i c_ _ _ _ _ �, PROP. SOUTH PORCH 51 .3 SQ. FT. o _ PROP. NORTH DECK 68.9 SQ. FT. o 7' 06 Z PROPOSED POOL J RO'Os,ED `° un 12.3' � 648 SQ. FT. Z a STORAGE SHED 288 SQ. FT. Q• / ow - - - / 0 LOT AREA 14,672 SQ. FT. � P 3' ROPOSED LOT COVERAGE 2 229.2 S . FT. or 15.2% 0 x8 Q D��-ALL 2ND FOO 0 v 05 m " v 5 da v ADDITION (2O2 0 o m 00 U0 c,) c") STORM WATER CALCS: 00 m � N ROOF AREA (1173 SF) X 2" RAIN/HR (.167" ) = 196 CF N v W 2 - 3' X8 %%C ° r~ ENO, W UU N 670 35' 20" W 100.00' H WEST LANE U " U) p. PROvvm'6' OSED SITE PLA*N`v "P :, �, SCALE: 1 " = 10'-0" fiA. `. �r+ DRAWN:NK µ ' rig SCALE:114"=1'-0" JOB#:GARVIN DATE:8/1/2022 ` SHEET NUMBER: PERMIT SET S -2 u oa 0 APPP VEDAS NOTED Q DATE: o? B.P.# FEE:a -�D F.y COMPLY WITH ALL CODES OF W NOTIFY BUILSIiN,:`- ""_ -Ll,-`,J1ENT AT NEW YORK STATE & TOWN CODES OCCUPANCY OR 765-1802 8A "G; V,, FOR THE AS REQUIRED AND CoNiDITIONS OF USE IS UNLAWFUL u FOLLOWING INSP[r`T:D%S: p� 1. FOUNDATIONFiO ;;EQU►RED -- =w' "��J WITHQUT CERTlFlCATF Q FOR POURED CGNC^ETE " ` ^`�'"'�I^!APS";I;JCS BO,A 2. ROUGH - FI;WI'N� & PLUMSINGSv��3. INSULATION T U�?EES OF OCCUPANCY W r,, S"'� O N/O/F MAHLON D. & LILLIAN B. DICKERSON 4. FINAL - CON`-F , ,.-,,) MUST , ^ It,,v•La. BE COMPLETE: + ' r J. a S 670 35' 20" E 100.00, ALL CONSTRUCTION! �. Ir,i-L MEET THE o 4' POOL FENCE REQUIREMENTS Cr HF CODES OF NEW W YORK STATE. NOT RESPONSIBLE FOR a 6 36 60 DEIGN OR CONSTRUCTION ERRORS. h h PROPOSED �� 2 Pool RETAIN STORM WATER RUNOFF co sr Po�F ELECTRICAL PURSUANT TO CHAPTER 236 n D I�".SPECTICaJ REQUIRED OF THE TOWN CODE. ti z � w z o a w J J DW Q z Q) 2 10.3' Cq co "a O5� cd 25.2' CK PROPOSED SQUARE FOOTAGE �D STORY l� O /i� R1' N � N PROPOSED to ,-kd;N ADDITION FIRST FLOOR 1173 SQ. FT. z 4' Po F>=NCE ALTERATIONS /cv (162 S.p.) 0 NS j//�i ,7�, SECOND FLOOR 534 SQ. FT. j15/ 7.1 '¢' POOL FENCE m TOTAL INTERIOR 1707 SQ. FT. / Q � 0 r��__= j/� '' PROP. SOUTH PORCH 51.3 SQ. FT. K �/ "/ PROP. NORTH DECK o �x -EOE / 7 68.9 SQ. FT m `� a o BE REMOy cu 2 PROPOSED POOL 648 SQ. FT all " COVERko � PROPOSEp 1Z.3' � m � �,� y _ -&T-GRAGE-SHED 288 SQ. FT. , m �o a. Q Dw = LOT AREA `�'� _ 14,672 SQ. FT o c�° lu 3,x PROPOSED LOT COVERAGE 2,229.2 SQ. FT. or 15.2% z w v . �, um) 0 00 2 DRYw�iL 2ND FLOOR � � o , .0 ADDITION 1202 M M 2 in j� STORM WATER CALCS: % N v N ROOF AREA(1173 SF)X 2"RAIN/HR(.167")= 196 CF N o M2-3'X8%%C M 4 W W N 670 35' 20" W 100.00' u o N WEST LANE N PROPOSED SITE PLAN SCALE: 1 - 20'-011 x DRAWN: SCALE: f} , r" .� �:. ,. JOB#: 7/25/2022 [j aa SHEET NUMBER: r7 I JUL 2 6 2022 1 I BUIL C1,N1G DEP±. �,.. . . ,u,�// - — w W H w w u SYMBOL KEY a 0 CEILING LIGHT o EXTESINGLE POLE LL SWITCHSCONCE PROPOSED NORTH ELEVATION PROPOSED WEST ELEVATION � SINGLE POLE SWITCH 6 DUPLEX RECEPTACLE CEILING FAN/LIGHT COMBO 114°=1'-0" 1/4"=1'-0" zQ o Q 18' �D O 10' 8' EQ. EQ. J- (2)2X6 HDR (2)2X6 HDR Z w N SCREENED m ° PORCH x 00 p p a' CO � en p O C vi 0 Z � U STORAGE r X SHED m rn Zn uj . W N 1 PROPOSED SOUTH ELEVATION PROPOSED EA Nu v 4X4 ACZ(2) � ST ELEVATION ow3 O POST(i ° 1/4"= 1'-0" 1/4"=V-0" o�c v bo o0000 = xx N N W N 2X10 W y RIDGE 2XV I I I 12 G ASPHALT ROOF SHINGLES w/ O EQ. EQ. 8� ,1 UNDERLAYMENT OVER MIN. X SHEATHING 10' $, CD N 18' 2X8 C1 @16"OC(NOVSTORAGE) O Q 1-0 OH V CA � x PROPOSED FIRST FLOOR PLAN = EXTERIOR SIDING PER OWNER � WITH UNDERLAYMENT OVER 00 1/2"SHEATHING(TYP.) 4"CONC.SLAB,REINFORCE N/10/10 6X6 WMM 2X6 ACQ SILL PLATE OVER �� "• , OVER 4-6"COMPACTED GRAVEL OVER CLEAN FILL �"`"ry '� r�'�'• TERMITE SHIELD,SILL SEAL ,,� • .. . . .. .. .•.�' MIN.6" glE: " t � DRAWN: —"r=II-ID IIi-llll_l_l�IIIIIIIII I IISII-,JII! 'Q• —VIII IIIL! (IIIr I VIII--�iIIll� !I!I IIII illlllll —lolrl(!-;II-II-I_—VIII��1—I-III j-I'i,IIII ;�:.Q• _luudu—lural- 9,. •; '�'v'}. �.. ��. SCALE:_JIII I !JIII!t''f �ll III II !III_- ID 6w MONOLITHIC FOOTING w/(2)#5 REBAR JOB#: �Illl,lull,llllllllllllllli_-!Illllillllll—Illi'lllllllll�lli.illlil.lull' !IIIIIIII—i�lllll=lll�Il IIIIMIN.12"BELOW GRADE " � ,•� .'" +�`�« 11�:, F �r 7/25/2022 SHEET NUMBER: PROPOSED SECTION A 1/4"=1'-0" W WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS Q USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT & GOOD CONSTRUCTION. FOLLOW MANUFACTUR='S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. WQ KING STUDS ENDWALL RAFTER V CRIPPLE STUD WALL STUD T/1 0 V1 4 1 BOTTOM PLATE 0 RIDGE HEADER LEDGER BATHTUB DOUBLE JOIST SIDEWALL fTl RAFTER V 1 JACK STUDS O FLOOR USP NUMBER DESCRIPTION APPLICATION A 1ST. ADS5 HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS O ANCHOR TO FOUNDATION W/ ANCHOR BOLTS CONNECT TO 1 SIDE OF ALL CORNERS ON BATH / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT LOCATION USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR 2ND. ADS5 HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH 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 RAFTE 2x6-2x8 LS26 118go. SLOPE HANGER PPLY TO EACH RAFTER / LEDGER JOIST DIRECTION WITH (2) JOISTS. UNDER WALL. HE FLOORS TO EACH OTHER W/ THREADED ROD. ALL OPENINGS RT3 OR RT71 TYDOWN ANCHOR JAPPLY TO EACH CRIPPLE STUD FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE 2X10 LS210 18ga. SLOPE HANGER PPLY TO EACH RAFTER / LEDGER BLOCKING 024"OC WALL STUD THROUGH-ROOF EXHAUST VENTS SELECTED AND LOCATED BY CONTRACTOR METAL STRAP so CRICKET AT TOP-SIDE OF VENTILATION CHANNEL RIM BOARD CHIMNEY AS REQUIRED RAFTER SILL PLATE(S) /WALL SHEATHING RAFTERS MAINTAIN VENTILATION • SIDEWALL FLASHING WOOD JOIST FOUNDATION ' • _ TOP PLATE BLOCKING Q FINISH WALL AND MOISTURE 2x4 LEDGER BLOCKING ti STAPPING TO BE ATTACHED TO WALL STUDS ®48"OC BARRIER TO LAP FLASHING 2x4 SOFFIT JOIST AT WALL -- MAINTAIN GAP FASCIA AND ALL WINDOW/DOOR OPENING JACK STUDS ATTIC SHALL BE PROVIDED WITH A BETWEEN WALL FINISH AND MINIMUM NET FREE VENTILATING AREA FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION ROOFING TO AVOID SOAKING WALL STUD NOT LESS THAN 1/150 OF THE AREA OF GUTTER INSTALL 4'0" O.C. �.'� THE SPACE VENTILATED. ALL OPENINGS WOOD GIRDER 4" - 8" LSTA24 1-1/4"x24" 20ga. STRAP AND JACK STUDS SHALL BE COVERED WITH CORROSION- ONTIN. SCREENED VENT//, ON ALL OPENINGS RESISTANT METAL MESH WITH MESH 11 W PROVIDE HEMMED EDGE AT OPENINGS OF +/. INCH IN DIMENSION. coo ONTIN. SOFFIT/ EXT. PLYWOOD INSTALL 4'0" O.C. FLASHING TO FORM CHANNEL LOCATION USP NUMBER DESCRIPTION APPLICATION a 8" - 14" LSTA30 1-1/4"x30" 18ga. STRAP AND JACK STUDS AND SO AS TO MAINTAIN AIR SOFFITED EAVE QM GAP TO PREVENT CAPILLARY CONNECT TO kriW ON ALL OPENINGS / ACTION 4" - 6" RAFTER RT10 0-3/4" x 18ga. TYDOWN ANCHOR N EACH RAFTER INSTALL 4'0" O.C-1 BLOCKING BETWEEN JOISTS THAT ARE SPICED AND INSTALL 4'O" O.C. / '••� 14" - 16" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS 8" - 12" RAFTER RT20 1-1/8" x 20go. TYDOWN ANCHOR CONNECT TO ROOF VENTILATION OVER BEARING WALLS AND HEADERS EAVE DETAIL ON ALL OPENINGS KEEP ROOFING NAILS OUT EACH RAFTER O =/] 2ND. FLOOR WALL OF FLASHING ROOFING LAPS BASE FLASHING 4 INCHES RAFTER RIDGE CAP OF SAME BASE FLASHING WRAPS CORNERS, EXTENDS UNDER SHINGLES AT I MATERIAL AS ROOFING SIDES 4 INCHES AND LAPS NAILED TO SHEATHING SHINGLES AT BASE MIN. 4 INCHES THROUGH VENT e WOOD JOIST r-I •+- �.+ N � Fi TOP PLATE m m m N OV rl ON U SIDE WALL FLASHING GIRDER/HEADER - 1ST. FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS ®48"OC WOOD JOIST WIm O V AND RAKES -- PROVIDE HEMMED EDGES SO WALL STUD PL, AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES, SIDEWALLS, FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION r-+ K O s. AS TO FORM DRAINAGE CHANNELS AND RAFTERS INSTALL 4'0" O.C. PREVENT CAPILLARY ACTION +[.., c� p' ch w 4" - 8" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION AP'LICATION PRE-MANUFACTURED 4J ON ALL OPENINGS RIDGE VENT FOLDS KEEP SHEATHING MIN. 1-1/2" ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH 0 O � � \ RAFTER PLATE RT15 TYDOWN ANCHOR CONVECT EACH FROM PEAK TO ALLOW FREE O INSTALL 4'O" O.C. RAFTER/PLATE TO PLATE OVER RIDGE TO AIR PASSAGE THE PROPER STEEL CONNECTOR. r-1 'C-, \ 8" - 16" MSTA48 1-1/4"x48" 16ga. STRAP AND JACK STUDS CONFORM TO SLOPE IF ABLE, SET FIR JOISTS APROX. 1/2" HIGHER THAN LVL HEADERS N'"� bo "t V CONVECT OVER OF ROOF TO ALLOW FOR SHRINKAGE. & REDUCE BUMP OUTS `"�, Q.., ON ALL OPENINGS PLATE/WALL SPTH4 STUD PLATE ANCHOR t PLATES TO EACH STUD � G tY5 rn 'Lo 4.1x DBL. SILL PLATE U U) TERMITE SHIELD I (z SILL GASKET w SUBFLOOR 00 41 v Z WOOD JOISTS �,•� i CONC- SLAB NEOPRENE O W TYP. CONC. FOUNDATION q 4DAMPPROOF EXTERIOR 6 MIL. POLY V GASKET 2x6 /2x8 CONTINUOUS WOOD PLATE tl.y GRANULAR FILL • 6ME POLY ON EXTERIOR 1' , I BOLTED TO STEEL BEAM WITH • V STEEL COLUMN 1/2 " DIA. BOLTS ® 48" o.c. STAG.I ' �.p e CONC. SLAB •p G•° ROOF JACK STEEL BEAM U) e ° A ' \•p ANCHOR BOLT EMBEDMENT: y COMPACT FILL POUREE CONCRETE: 7" •p i / = 4" x 1/4" x 8" STEEL w e BLOCK WALL: 15" y • � � p „ � ROOFING LAPS TOP AND BOTTOM PLATE KEYWAY FOOTING e A d 7 FLASHING AT r 1 r ° �'p •' p GONG. FTG. •p �•p USE WITH ax3 SQUARE WASHERS WITH 1/2" x 6" ANCHOR BOLT u • , e (USP LOPS58 OR BP583) SIDES AND TOP ANCHOR BOLT CONNECTION 1/2" GROUT - REINFORCING BAR DRAIN TILE ANCHOR BOLT CONNECTION FOUNDATION 5/3" DIA. ANCHOR BOLT I I f 3" STEEL COLUMN V) SUPPORTING MAXIMUM SPACING FLASHING LAPS f I ( 10 KIPS ) U) SILL PLATE TO FOUNDATION ROOFING AT BOTTOM CRAWL SPACE OR FOUNDATION 1 STORY 72" OC TYPICAL CONC. FOUNDATION. APPLY PILASTERS SILL PLATE TO FOUNDATION TYPICAL BEAM DETAIL N WHERE NEEDED FOR STRUCTURAL BRACING. MIN. 3" STEEL COLUMN ANCHORED TO 24"x24"x12" GONG. FTG. CRAWL SPACE OR FOUNDATION 2 STORIES 36" OC STEEL / BOTTOM BEARING IN ALL BOTTOM PLATE TO FOUNDATION 1-2 STORIES 57" OC �✓ SLAB-ON-GRADE ROOF JACKS & VENTS DETAIL GONG. SLAB I r SUBFLOOR 6X6 10/10 WWM I DOOR FRAME ��4��'��-YYY r , COMPACT FILL DOORGE JOIST USE 2X8 STEEL BEAM W FOR BLOCKOUT 4" SLAB P.T, PLATE7 � W/ 6X6 WMM 4SLOPE — NOTCH JOIST AND ADJUST HEIGHT !!! • 1/2" AIR S�E � 1 �- � • s AT END AND ,.. 1 2" •. - - (WITH A NAILING PLATE IF NEEDED) ES OF WOOD 0 •'p T E APROX. 1/2" OR HIGHER THAN GRADE a ,''"_Q"l'"-u--'-"• .,4'L� p BEAMS �� O °e• O • STEEL BEAM TO ALLOW FOR SHRINKAGE e SA ' a • a ' a c p = s p e ' • • (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED) 12" i 6X6 W.W.M. •- - - - - �,- - s C e C s O Q Q 4 e• e0 .p I MIN. e., t ° •° Q•p �•p /!•, NOTCH BEAM FOR MUDSILL IF REQUIRED -- MAXIMUM • p A •j e n REINFORCING BAR ° NOTCH EQUALS 1/4 DEPTH OF BEAM O e C • " SUBFLOOR go •O •� REINFORCING BAR a s•e ° ILII �/w. DRAIN TILE �� ►I s•• •. C �; °e OIST F 12" •e SHEET METAL / 30# FELT UNDER BEAM AT POINT �)' STEEL BEAM 6 OF CONTACT WITH CONCRETE OR GONG. BLOCK _ , ,;-ri,.•� TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH 2 4 REINFORCING BARS °• SHIMS TO LEVEL BEAM �� $, ,,.' ,,`,Y •i°'q�• - O N THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. �� fis+' xV • LA REINFORCE FOOTING WITH (2) #4 REINFORCING BARS. 3" MINIMUM BEARING SURFACE FOR WOOD BEAM GARAGE DOOR BLOCKOUT } �,_4�°ysj ;+ Iw•%,,r+�, D,' �`��,, DRAWN- BEAM POCKET ,� �{''j"• 4,e,,��,,.. SCALE: ' JOB#: 7/25/2022 • iia �^c ��K q SHEET NUMBER: " Y* a v A A2 ,,� ,V U W GENERAL NOTES WIND FRAMING NOTES NAILING SCHEDULE PLAN CONTENTS: �Q 1).RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL W 1-1/4"x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. VAIL NAIL 7 When a collar tie is used in leu of a ridge strap,the number of 10d common nails required JOINT DESCRIPTION QTY SPACING NOTES BUILDING USE RESIDENTIAL DWELLING �( in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. RAFTER TO 8'WALL:3-8d COMMON EACH TOE-NAIL BUILDING HEIGHT (SEE PLANS) TOP PLATE 10'WALL:4-8d COMMON RAFTER TOTAL SQ.FT.OF CONSTRUCTION (SEE PLANS CONSTRUCTION NOTES: � W ) w 1).The information within this set of construction documents is related to basic design 2).RAFTER-TO-WALL ASSEMBLY: CEILING JOIST 8'WALL:3-8d COMMON EACH DESIGN CRITERIA(UNIFORM CODE n/ 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 TOE-NAIL ) 2020 IRC,2020 NYS UNIFORM FIRE PREVENTION AND BUILDING CODE l'I11 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:4-8d COMMONFRAMING ELEMENTS V JOIST AS PER FLOOR PLANS,CROSS SECTION,DETAILS,AND GENERAL NOTES 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 LIVE LOAD(PSF) 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 UNINHABITABLE ATTICSS((N DESIGN DEAD LOAD(PSF)R301ALLS ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS R301.7 sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. NO STORAGE) 10 EXTERIOR(LIGHT FRAME)WOOD WALLS 15 RAFTERS GREATER THAN 3:12 PITCH L/l80 CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE UNINHABITABLE ATTICS(STORAGE) 20 EXTERIOR(LIGHT FRAME)STEEL WALLS 14 (NO FINISHED CEILING) OVER PARTITION WFCM-SBC LAP NAIL HABITABLE ATTICS AND INTERIOR(LIGHT FRAME WOOD WALLS 10 INTERIOR WALLS AND PARTITIONS H/180 2).The General Contractor is responsible for ensuring that all work and construction 3).WALL-TO-WALL ASSEMBLY: 30 ) V360 ATTICS WITH FIXED STAIRS 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 COLLAR TIE AS PER TABLE 3.4 EACH FACE INTERIOR(LIGHT FRAME)STEEL WALLS 5 FLOORS PLASTER,STUCCO EXTERIOR BALCONIES AND DECKS 40 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 TO RAFTER WFCM- MASONRY WALLS(8"THICK) 80 CEILINGS( ) L/360 FIRE ESCAPES 40 CEILINGS O 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 CONCRETE WALLS(6-THICK) 85 (GYPSUM) L/24o accordance with table 3.3. TO RAFTER END NAIL GUARDS AND HANDRAILS 200 SIP WALLS 10 ALL OTHER STRUCTURAL MEMBERS L/240 3).Dimensions shall takerecedent over scaled drawings. GUARD IN-FILL COMPONENTS 50 (DO NOT SCALE DRAWINGS). 4).WALL ASSEMBLY TO FOUNDATION: 2-16d COMMON PASSANGER VEHICLES so ^ P g RIM BOARD EACH END VEHICLE GARAGES(R301.5)PER 20 SQ.IN.20001bs EXTERIOR WALLS(PLASTER,STUCCO) H/360 (y( TO RAFTER END NAIL EXTERIOR WALLS(BRITTLE FINISHES) H/240 O First wall studs shall be connected to the foundation,sill plate,or bottom plate with uplift NON-SLEEPING ROOMS 40 EXTERIOR WALLS(FLEXIBLE FINISHES) H/120 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: SLEEPING ROOMS 30 LINTELS(SUPPORTING MASONY WALLS) L/600 responsibility for construction coordinating with these plans,nor responsibility for foundation and slab-on-grade,15 inches in masonry block foundations,or lapped under NAIL NAIL STAIRS 40 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 NOTES ROOF GROUND SNOW LOAD 20 Fr+y 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 QTY. SPACING 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 EXPOSURE CATAGORY (DESIGNED FOR EXPOSURE C) 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 6).the General Contractor is to ensure that masonry or prefabracted fireplaces meets 5).TYPE I EXTERIOR SHEARWALL CONNECTIONS: INTERSECTIONS 4-16d COMMON EA.SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE STUD TO 24" FACE or exceeds manufacture's specifications and applicable codes. Type I exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior 2-16d COMMONEGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE attached with 8d STUD O.C. NAIL Sm.:common nails at 6"o.c.at the panel edges and 12"o.c.in the field,and FIRE PROTECTION Y SMOKE ALARMS TO COMPLY WITH NFPA 72 AND NYS R314 NYS. 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 5d cooler nails at 7"o.c.at panel HEADER TO 16d COMMON 16"O.C. FACE SMOKE&CO2 DETECTORS CARBON MONIXIDE ALARMS TO COMPLY WITH R315 NYS. 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-'6d 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 COMMON PER 2x6 STUD NAIL ENERGY CALCULATIONS 2020 ENERGY CONSERVATION CONSTRUCTION CODE NYS 19 NYCRR PART 124 W Q 6).TYPE II EXTERIOR SHEARWALL CONNECTIONS: BOTTOM PLATE TO: FOUNDATION NOTES: Type II exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriatePER a FLOOR JOIST,BAND JOIST, F2-'6dCOMMO FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA length adjustment factors in table 3.16. FOOT SEE NOTE:1,2 GROUND WIND SEISMIC FROST WINTER ICESHIELD W 1).The General Contractor and Mason to review plans,elevations,details and notes to END JOIST OR BLOCKING determine intended heights of finished floor(s)above typical grade. 7).INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING: SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT HAZOARDS Z OD 2).All footings to rest on undisturbed(virgin)soil. NAIL NAIL Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED F.G.{ Q 2.4.4.2 and 2.2.4 res interior shearwalls are used.Sheathing and connections shall be in accordance withectivel JOINT DESCRIPTION NOTES 3).Provide 1/2"expansion joint material between concrete slabs and abutting respectively. QTY. SPACING MODERATE SLIGHT TO I� 20 PSF 130 B SEVERE 3 FT. TO HEAVY MODERATE 17 NONE - p JOIST TO: PER TOE r N x concrete or masonry walls occuring in exterior or unheated interior areas. 4-8d COMMON 8).CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL,TOP PLATE OR GIRDER JOIST NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: 4).Any new concrete walls being attached to existing concrete structure shall Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE be installed with#5 re-bar,18"long at 12"o.c..Use approved epoxy for installation. with table 3.5.Window sill plates shall be have steel connectors in accordance with table TO JOIST 2-8d COMMON END NAIL NAIL SPACING NAIL SPACING AT INTERMEDIATE 3 5 SHEATHING LOCATION AT PANEL EDGES SUPPORTS IN THE PANEL FIELD NOTES C) rn p).Unless otherwise noted,all slabs grade to be 3000 .Concrete to TO JOIST BLOCKING 2-8d COMMON EACH TOE END NAIL 4'PERIMETER EDGE ZONE 8d COMMON @ 6"O. . 8d COMMON @ 6"O.C. SEE NOTES:1,3 poured on 4 inch thick sand or gravell fill with 6x6 wire meshesh reinforcing.Interior slabs 9).CATHEDRAL CEILING ASSEMBLY: 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: 3-16d COMMO EACH TOE INTERIOR ZONE 8d COMMON @ 6"O.C. 8d COMMON @ 12"O.C. SEE NOTES:1 (BOTH FIELDS) 6"maximum lifts(layers). anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge SILL OR TOP PLATE BLOCK NAIL NOTE:2 FOR PANEL FIELD 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. 8d COMMON @ 4"O.C. SEE NOTES:1,3 6).Crawl spaces n at provided with r minimum.o18"f access opening.Install one attached with the above requirements. TO BEAM 3 16d COMMONJOIST NAIL 8x16 cast iron foundation vent for every 150 sq.ft.of area. 7).Dampproof exterior of foundation with bituminous coating as required by current DECK AND COVERED PORCH NOTES: JOIST ON LEDGER 3-8d COMMONPER TOE NOTES TO BEAM , JOIST NAIL CD N.Y.S.Residential Construction Code.A 6-milpolyethylene film shall be applied over 1 .Unless otherwise noted,all framing material to be#1 AC pressure treated lumber. THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. PP ) g Q P BAND JOIST PER END `�� the below rade portion of exterior walls prior to backfilling. All fasteners,hangers and anchors to be alvinized or stainless steel. 3•16d COMMONcV v g P p g' g g TO JOIST JOIST NAIL m di r o 1).For roof sheathing within 4 feet of the perimeter edge of the roof,including 4 feet on each side of the roof peak, Cn v v 8).Drainage as required by current N.Y.S.Residential Construction Code. 2).Girders for deck joists to be bolted to each post with washers and nuts. BAND JOIST TO: PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. Cs 2-76d COMMO n + v Girders on concrete piers shall be anchored with proper steel connectors anchored SILL OR TOP PLATE FOOT SEE NOTE:1 C) m 7 FRAMING NOTES into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. F I 2).Tabulated 12 inch D.C.nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. m O For framing members with<0.42<G<0.49,the nail spacing shall be reduced to 6 inches o.c. l).All framing techniques and methods as prescriptive design of current SBC High Wind NAIL NAIL X O Edition Wood Framing Construction Manual. 3).Posts supporting girders shall be anchored to a 12"x12"xl2"thick concrete footing. JOINT DESCRIPTION U) g Use a minimum 1/2"dia x 6"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 z f1, - t below grade.Porches with covered roofs shall have 12"dia.concrete piers for the girders. AS PER TABLE 3.8 framing members with 0.42<G<0.49,the nail spacing shall be reduced to 3 inches o.c. Lr) 2).Unless otherwise noted,all framing and structural wood material to be#2+BTR. STRUCTURAL PANEL 8d CU v \ Douglas Fir. WFCM-SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS: GO 4).Deck joists to have blocking at 8'0 0.C.. CEILING SHEATHING: NAIL SPACING NAIL SPACING AT INTERMEDIATE d 16-4 " 3).Floors,walls,ceilings and rafters to be spaced at 16 inches o.c.unless noted SHEATHING LOCATION AT PANEL EDGES SUPPORTS IN THE PANEL FIELD NOTES � otherwise. 5).A minimum of 10 inch flashing shall be installed between the building and ledger. NAIL NAIL Ledger to be fastened to building with 1/2"dia.bolts with washers and nuts JOINT DESCRIPTION SEE NOTES:1,3(BOTH FIELDS) UCU g g QTY. SPACING 4'EDGE ZONE Sd COMMON @ 6"O.C. 8d COMMON @ 12"O.C. NOTE:2 FOR PANEL FIELD Cn 4).Unless otherwise noted,all bearing wall headers to be(2)2x10#2+BTR.Doug.Fir. where needed. GYPSUM 7" O.C.EDGE 5d COOLELS as Bearing wall headers to have(2)jack studs and(2)full length studs on each side of all WALLBOARD 10"O.0.FIELD INTERIOR ZONE 8d COMMON @ 6"O.C. Sd COMMON @ 12"O.C. SEE NOTE:3 CA Q) Q) openings.LVL headers to have(3)jack studs and(2)full length studs on each side of 6).Concrete piers shall be a minimum 6"above grade. r. openings.Bearing wall window sills shall also have(2)window sill plates for 20 wall WALL SH EATH INC: NOTES 7).All joists to be supported with hangers 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). JOINT DESCRIPTION NAIL NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. and blocking where applicable. QTY. SPACING 8).Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL AS PER TABLE 3.9 1).For wall sheathingwithin 4 feet of the corners,the 4 foot edge zone attachment requirements shall 5).All flush beams/headers to be installed with heavy duty galvinized hangers and PANELS 8d COMMON WFCM-SBC ) g q anchors where applicable to all connecting joists. PLUMBING NOTES 6d COMMON3beused. 7/16"OSB "O.C.EDGE W (--� EME4 6).Double up floor joists under walls that run parallel to the floor joist and under bathtu PLYWOOD s. 1).All water supply,drainage and venting to be installed as per N.Y.S.Residential 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 5d COOLEFS 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. V . on plans. WALLBOARD 10"O.0.FIELD 7).Provide 2-1-3/4"thick microlams(height to match floor joists)around stairwell and/ r 2)•Verify septic system with the Engineer for Suffolk County Health Department approval. 3).For exterior panel siding,galvinized box nails shall be permitted to be substituted for common nails. O other access openings unless otherwise noted(typical). FLOOR SHEATHING: U) 3).If wall studs,plates or joists are cut out during installation for any plumbing related work, NAIL I NAIL In 8).Dormers runningu roof rafters are to be supported b double rafters on either side provide adequate bracing and plates to protect and secure the structure.Verify with the JOINT DESCRIPTION �i P PP Y QTY. SPACING 1).PROVIDE 5/8'TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. Where applicable unless Otherwise noted. State code and manufacture's recommendation for maximum hole size and spacing permitted. 2).USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. STRUCTURAL PANELS 6"O.C.EDGE EGRESS OPENINGS MIN.5.0 SQ GRADE FLOOR 3).INSTALL 1-Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. HVAC SYSTEM NOTES l"OR LESS 8d COMMO 12"O.C.FIELD (5.7 SQ.FT.2ND.FLOOR) N 9).Provide blocking/bridging in floor joists at 8'0 o.c..Use solid blocking in floor joists MIN.44"SILL-AFF l�,n H under all bearing Walls. NYS Residential Code R302.11-FIREBLOCKING REQUIRED Y �/ 1).Mechanical subcontractor is responsible for adhearing to all applicable codes and safety NOTES: Fireblocking shall be provided to cut off all concealed draft openings(both vertical and horizontal) 10).Provide insulation baffles at eave vents between rafters.Install draft blocking as requirements. NOTE: and to form an effective fire barrier between stories,and between a top story and the roof space. THESE NOTES ARE ONLY TO BE REFERRED TO IF CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY Fireblocking shall be provided in wood-frame construction In the following locations. I needed. 2).HVAC subcontractor is to fully coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. EXISTING CONDITIONS.MINIMUM 3000#CAPACITY. 1).In concealed spaces of stud walls and partitions,including furred spaces,at the ceiling and Floor equipment Supplier, levels.Concealed horizontal furred spaces shall also be flreblocked at intervals not exceeding 10 V 11).Unless otherwise noted,all roofs and walls to have a minimum 1/2"thick,4-ply Fir 1).Nailing requirements are based cn wall sheathing feet.Batts or blankets of mineral or glass fiber shall be allowed as Fireblocking in walls constructed CDX exterior sheathing grade plywood.Plywood to cover over plates and headers. SOIL COMPACTION: using parallel row:of studs or staggered studs. W 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 Contractor and owner for final review and approval. is nailed 3"on-center at the panel edge to obtain higher 1),NEW FILL TO BE CLEAN OF ORGANIC MATERIAL.CONTRACTOR 2).At all Interconnections between concealed vertical and horizontal spaces such as occur at soffits, 12).Unless otherwise noted use 3/4"thick T&G PTS Fir or Advantech plywood subfloor shear capacities,nailing re uiremerts for structural TO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL. drop ceilings and cove ceilings. adhered with PL400 adhesive and screwed to floor joists.Finished floor to be installed ELECTRICAL NOTES: P g q REMOVE AND ADD ADDITIONAL FILL AS NEEDED. members shall be doubled,or altercate connectors, 3.In concealed spaces between stair stringers at the to and bottom of the run.Enclosed spaces over subfloor as per manufacture's instructions. ) p g p p such as shear plates,shall be used t0 maintain load path. 2).COMPACTION OF NEW FILL SHALL BE AT LEAST 95%PROCTOR under stairs shall comply with current N.Y.S.Residential Code. 1).All electrical t0 be Installed as per N.Y.S.Residential Construction Code. DENSITY(PER ASTM D 698 AND ASTM D 1557). COMPACT THE 13).All bathroom walls to have 1/2"thick moisture-resistant sheetrock.Garage walls and SOIL AT 12"LIFTS(TYPICAL).CONTRACTOR TO HAVE FILL 4).At openings around vents,pipes and ducts at ceiling and Floor level,to resist the free passage of 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. 2).When wall sheathing is continuous over connected TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION. flame and products of combustion. to have regular 1/2"sheetrock.All walls to be taped and finished. members,the tabulated number of rails shall be permitted 3).DO NOT BACKFILL UNTILL FIRST FLOOR DECK CONSTRUCTION, 5).For the fireblocking of chimneys and fireplaces,as required by current N.Y.S.Residential Code. 3).All electrical work to comply with 2014 NEC. to be reduced tol-16d nail per foa. INCLUDING SUBFLOOR.IS COMPLETE. 14).All roof with a pitch less than 4:12 shall be installed with an Ice&Water barrier or gt 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 torch down type material over. and R315 of IRC. v5 Y raw 16).All sill later and wood in contact with concrete to be pressure treated.Sill lases to P P P EXTERIOR FIBERGLASS COLUMNS TO BE HB&G ° ! � + �y+ <rj.,' be installed with a foam sill gasket and cop-r-teX termite Shield Or approved equal. OR APPROVED EQUAL.INSTALL WITH CAP a"� +; ys;�f4 DRAWN: AND BASES.USE WITH FLASHING CAPS TO 1t' ICOVERTOP _ft• + ' SCALE• EJIYIww .'� JOB#: 7/25/2022 w SHEETNUMBER: �a,_•,"S. •�A a'�t�'. t�� - 3 e"``'�