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HomeMy WebLinkAbout47878-Z .r�LLa �o�OSUFFO(K G Town of Southold 10/14/2022 o k� P.O.Box 1179 C* z 53095 Main Rd V.-- lip o�Fi Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 43476 Date: 10/14/2022 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 3 875 Hallock Ln.,Mattituck SCTM#: 473889 Sec/Block/Lot: 112.4-8.4 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 5/6/2022 pursuant to which Building Permit No. 47878 dated 5/31/2022 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: "as built"additions and alterations, including covered patio, second floor balcony and mezzanine with finished storage only,to existing single-family dwelling as applied for. The certificate is issued to Martino,Elise of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 47878 10/13/2022 PLUMBERS CERTIFICATION DATED 7/29/2022 Ca g o Caruscfi t oriz ignature h�og11FFQ(KcoGs TOWN OF SOUTHOLD BUILDING DEPARTMENT 0 TOWN CLERK'S OFFICE oy • � � 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#: 47878 Date: 5/31/2022 Permission is hereby granted to: Martino, Elise 3875 Hallock Lane Ext PO BOX 549 Mattituck, NY 11952 To: legalize "as built" additions and alterations to existing single-family dwelling as applied for. Additional certification will be required. At premises located at: 3875 Hallock Ln., Mattituck SCTM #473889 Sec/Block/Lot# 112.-1-8.4 Pursuant to application dated 3/24/2022 and approved by the Building Inspector. To expire on 11/30/2023. Fees: AS BUILT-SINGLE FAMILY ADDITION/ALTERATION $4,448.00 CO-ADDITION TO DWELLING $50.00 Total: $4,498.00 Building Inspector pv SO(/l�,ol 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 Q sean.devlin(&-town.southold.ny.us Southold,NY 11971-0959 olyCOM BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Elise Martino Address: 3875 Hallock Ln city:Mattituck st: NY zip: 11952 Building Permit#: 47878 Section: 112 Block: 1 Lot: 8.4 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 X Service Commerical Outdoor 1st Floor X Pool New Renovation 2nd Floor X Hot Tub Addition Survey X Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 40 Ceiling Fixtures 40 Bath Exhaust Fan 2 Service 3 ph Hot Water GFCI Recpt 6 Wall Fixtures Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures CO2 Detectors Sub Panel A/C Blower Range Recpt Ceiling Fan Combo Smoke/CO 4 Transformer UC Lights Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches 3Q 4'LED Exit Fixtures Pump Other Equipment: Notes: AS BUILT NO VISUAL DEFECTS " Finished Basement and Addition On Back of House Inspector Signature: Date: October 13, 2022 S.Devlin-Cert Electrical Compliance Form TOWN OF SOUTHOLD—BUILDING DEPARTMENT N x Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone(631) 765-1802 Fax(631) 765-9502 https://www.southoldtownngov v Date Received APPLICATION FOR BUILDING PERMIT ,,For Office Use Only PERMIT NO. Building Inspector: Applications and forms must be filled out in their.entirety. Incomplete applications will not be accepted. Where the Applicant is not the owner,an . - Owner's Authorization form(Page 2)shall be:completed.' . Date:May 3, 2022 OWNERS)OF PROPERTY:, Name:Elise_Martino I .S.cTM#1000-112-01-008.004 Project Address:3875 Hallock Lane, Mattituck Phone#:516-621-7124 Emai':EMartl7@aol.com Mailing Address:PO BOX 549,_Mattltuck, NY 11952 CONTACT PERSON: . Name:Richard A Martino Mailing Address:24 Inlet Road East, Southampton, NY 11968 Phone#:516-658-9276, _ Email.rich@whelanmartino.com DESIGN PROFESSIONAL INFORMATION: Name:Harold Gebhard, Architect MailingAddress:363 North Wellwood Ave,_Lindenhurst,_NY 11757 Phone#:631-226-3708 Email:HEGARCH@y_ahoo.com CONTRACTOR INFORMATION: Name:As Built Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure ®Addition ®Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ Will the lot be re-graded? ❑Yes No Will excess fill be removed from premises? Dyes 9No 1 PROPERTY INFORMATION, - Existing use of propertmResidential y: Intended use of property:RGSIdGrltlal . Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R80 this property? Dyes ©No IF YES, PROVIDE A COPY. 8 Check Box'After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues is-provided by "- Chapter 236 of the Town Code. 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,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(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45.of the New York State Penal Law.. Application Submitted B (print name •Richard A Martino pp_ _ y(p )• BAuthorized Agent ❑Owner Sig nature of A Date:licant• STATE OF NEW YORK) SS: / COUNTY OF �Of-60t `G ) pucm= M&=ql being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the Agent (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/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn fore me this day of Ch G'- ,20Q Notary Public Jaw M.Grier_ PROPERTY OWNER AUTHORIZATION NOTARYRedWration No. GR63991260 RK (Where the applicant is not the owner) C1uffM In Suffolk County commisslon Expires October 15,20_ I� Elise Martino residing at 3875 Hallock Lane, Mattituck, NY 11952 do hereby authorize Richard A Martino to apply on my b If to the own o South Id Building Department for approval as describ d h rein. Owner's Signature bate Elise Martino Print Owner's Name 2 �,C4,S%JFFOL,��O BUILDING DEPARTMENT- Electrical Inspector ��O Gym TOWN OF SOUTHOLD C= '` Town Hall Annex- 54375 Main Road - PO Box 1179 W • Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr _southoldtownny.gov — seand(cD-southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required), Date: Company Name: Electrician's Name: License No.: Elec. email: Elec. Phone No: ❑I request an email copy of Certificate of Compliance Elec. Address.: JOB SITE INFORMATION (All Information Required) Name: �jzS� m a-A n Address: C, Cross Street: �. Phone No.: /(Q Bldg.Permit#: y7 k-7 R email: T- -7 00 cp1M Tax Map District: 1000 Section: - Block: Q Lot: 0 ,0 BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): NO 01J �(LA C,� r Square Footage: Q Circle All That Apply: Is job ready for inspection?: ❑ YES ❑ NO ❑Rough In ❑ Final Do you need a Temp Certificate?: ❑ YES F1]-K'O Issued On Temp Information: (All information required) Service Size n1 Ph❑3 Ph Size: A # Meters Old Meter# F-1 New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underground❑Overhead # Underground Laterals 1 FJ2 H Frame Pole Work done on Service? Y ON Additional Information: PAYMENT DUE WITH APPLICATION Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 !r �r�. ulY BUILDING DEPARTMENT TOWN OF SOUTHOLD CER_TIFICAT..ION Date: . July.29,2022 Building Permit No. 47878 Owner: Elise Martino - -Please print) Plumber: Catogero Caruso__..,.._.._.__..:_. _. .,.. .... .. . (Please print) I certify that the solder used in the water supply system contain ess than 2/1 f 1% lead. (Plum rs gnature) Sworn to before me this O 3 day of 2022 °' .�DERS cG•,''•., Qz N ,.' STATE �;OF NEW YORK`. NOTARY PUB IC ; amsac�uy % N= ` OIJ06399200 ; o Notary Public, sj )t:-County ,,e''•ss1 E7Cp tis 0��; 44nuuN souryO� - 1 # * TOWN OF SOUTHOLD BUILDING DEPT.. °`ycouHtv,��' 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] NSULATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL A�. aVt 4> [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ]. PRE C/O [ ] RENTAL � h REMARKS:ljj - llo v Mm4 0✓ 42& rV�_ StWo I� 4 Aq 4 . .� Stn.w f LA DATE f YY INSPECTOR OF SOUTH,°!o TOWN OF SOUTHOLD BUILDING DEPT. °`ycnurm��' 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] SULATION/CAULKING [ ] FRAMING /STRAPPING [IF IN A L [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: in ✓cri DATE YO INSPECTOR HAROLD E. GEBHARD 363 NORTH WKWOOD AVE, UNDENHURST,NY I I (631)226-3708 FAX(631)226-3088 AM�HIITECT August 1, 2022 Mr.John Jarski—Building Inspector Town of Southold Building Dept, 54375 NY-25 Southold, NY 11971 RE: Martino Residence-3875 Hallock Lane, Mattituck, NY 11952 Building Per mit#47879 Dear"Mr.Jarski: Please accept this letter as.certification-that the foundation,.framing, strapping and insulation were built in accordance with the NY State Code at the time:it was constructed. All plumbing added.is working, including-bathroom .inthe basement. If you shotd haveany questibns; please,do not hesitate to.contact thisoffice. Your ly, ................... ..................................................... ebhard ' hitect 14229 OF ftjO John will be re-inspecting the house this coming Thursday August 4 should you want any of this to be verified by him. Thank you again for all your help. All the best, Rich Martino 516-658-9276 AN T*W"M SO4"M44D BUR0400 Davy. 4 671.763 ts42 INSPECTION t t FOWMAnA 11T ( j ft0UQM n.AG TKWK t FKSAMG I lTsAp j Pau t of FWVLACt a C)4WMV f Fift wt Tr OCWCTr 1 t "M "ANT cam"Noc"W t I rN atWi4cr 1 t nrcnWk 04OU +o C•l usMWftaarw D Goof Vx"nom t i rwt cdo t t � f A • a. w a r. � •P.�v4w•w 1r IMSPEGTOII 2 GFI's behind the Bar: 2 1 1 � �F �r Outlet in Gym Fixed: 3 1 imp • i Outlet replaced by Pool Table: 4 F Outlet Plate added in Boiler Room: 5 f Insulation tucked into the box at 2G at bottom of Stairs(Shown in the box and in the wall): 6 i fill P f w, Bathroom Trims: 9 1 t ,4 I 10 Rich Martino he/him/his (Why Pronouns?) Managing Partner Whelan-Martino Real Estate Development Hamptons • Manhattan (C) 516-658-9276 ATTENTION: This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. 11 FIELD INSPECTION REPORT I DATE COMMENTS ro FOUNDATION (1ST) H -------------------------------------- FOUNDATION(2ND) ^ h �O H ROUGH.FRAMING& PLUMBING lZ H O 1 r INSULATION PER N.Y. STATE ENERGY CODE n I40wale . o✓. Q' �1 rG. tj - FINAL ol � S ADDITIONAL COMMENTS �-a- Q, r e 0 �� vt ��o -- a • Z m en 2C �►� �d g yoW6wl!!�1. duo - IL - A ,00 iUW7 � P � H x E� H �7 ro H ❑�1 ❑ �W SYMBOL LEGEND rF *9 {y. o � �� �P ��b Z ��� � MONUMENT FND Q MANHOLE Qr TEST HOLE THE BEARINGS SHOWN HEREON ARE BASE ON O y �� o"o a�z ® I.P. / I.B. FND "A"-INLET TREE LIBER 11817 PAGE 0438 �� \ z w= I.P. /I.B. SET FIR "B"-INLET SHRUB x X0355 SPOT ELEVATIONS YARD INLET • BOLLARD z fLl 5"F r0 Z LI- YARD INLET ® WETLAND FLAG O CD � � x w UTILITY POLE >---- GUY WIRE © ELECTRIC METER CANT. CANTILEVEROo UTILITY POLE W/LIGHT GAS METER FE. FENCE LIGHT POLE (M WATER METER MAS. MASONRY rr o C>-=0C>­=0 © SIGN pd GAS VALVE PLAT. 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I ' 'j •�. ', 'o3��FN Q oho azi2aaWOW TAX LOT 7.2 0 N U €w a5i�c0xm z O O � 3 o W 00 0 - ''%• / ., ;\G Q O O ate° \ j z o w X O "� z F a z Q O 0 W N O w Ow0 I v 30w > zwa N o'x'� O O (n U Ns O Z >-$o r- °o m U=¢ O Q B N 7 0 0 O W z �F4 z O D I-° a U a� D K 11 U7) Y zaw � �_ O � o¢ao O O a�oN W oz o � � � N Lu a 0 Z N�w= O z a >m�< Q OLjj Wow N,� �U � rn go�P O ♦— z rn Q Z 03°� �J00 � � � Z =oNo O= � � (� CV BOO aa Lu Ln 1�J Ln U o`a�= `y zaNa / G'0 m O Y �x�-' m O~ W Z Q � o U 0 O L�z� >-O LL z W N0,0 �\ W W D J ~ n<x ��1 Q \// D�=r GRAPHIC SCALE ` OzNo ter= 40 0 20 40 a= w -- O= NOTE* o. LOT CLE4RING AREA DURING THE COURSE OF THIS SURVEY, THE SITE WAS ( IN FEET ) ALL ELEVATIONS REFER TO NAVD88' DATUM 1,43,854.19 S.F. = 3.30 AC. COVERED WITH APPROXIMATELY 6 INCHES OF SNOW 1 <"� AND/OR ICE. THEREFORE, THE PREPARER OF THIS MAP LOT AREA W o o s 1 inch = 40 ft. 35,917.74 S.F CLEARED CANNOT CERTIFY THAT SOME OBJECT, FEATURE OR GRADE ^' x 25% LOT CLEARED CHANGE HAS BEEN OMITTED, HOWEVER, EVERY EFFORT 1143,854.19 S.F. ° ~ HAS BEEN MADE TO ACCURATELY SHOW ALL OF THE 5 0°F 3,30 AC. FEATURES OF THE SITE. 4 410x56 PIG. 410x56 PIG. �+ cS oel- 18'-II" d � N (a-7.15" _ = 15" Q O O U I E- X �- �- 7.75 XUNGOVEREDuP NBALGON)" m MED - ROOM -ROOF BELOW O (ci'-O" GL6. H&Td BEDROOM #2 `Z (a'-O" GL6. HOT.) S.D. (2)210x3° G5MT. 52x70 PIG. 52x70 PIG. 52x70 PIG. — ROOF BELOW _ P \(D m N +G.M 5,-O„ ( I om UNF I N15HED 1 SHOWER BF 1 STORAGE ILU 0 24x68 - 24X68 TUB N _ m 'z I � o Tub 21 � O 17'-4" - 8'-10" ^LIQ I 0 LA.10 .w -7,-3 N 051-all S'-2" O x 6'-o" 4'-6" H. WALL 7 6 F.1. N o Fm How ATT I G FINISHED _ a o 'z Q( � E.F. - STORAGE MEZZANINE LL O F # B O O UNFINISHED N 6G.2G 5.F_ DEN _I = E� 2 N v �0 5TORA6E p Ul � m I +S — (8'-O" TRAY (7'-a" GL6. H6T.) x 3°x68 3°x68 ;7", GL6. H6,T.) 11 8'-10" N 3'-6" I' O" 3R DN. N — — — 36" HIGH S.D. O OPEN TO BELOW R UP 7'-O" H. WALL RAILING Fux) (foPEN TO oj° —v — Q BELOW I N 0+ — — 24X68 _ EDROOM #4 214.37 5.F. UNFINISHED UNFINISHED N — — (a'-D" GL6. 46T.) 5TORA&E STORAGE Q LLLL- L ROOF BELOW (2)210x30 05MT. N BEDROOM #5 16R UP TO (a'-O" GL(5. HGT.) v MEZZA INE I I I I 1 I I6 (2)210x40 G5MT. O I (cn EGRESS WINDOW I I I 610 PIG. od +r S `YV"s� v+���� \ ��EZZAN I NE FLAN 28x42 PIG. k•� \ ±200.48 S.F. (LESS THAN yard OF MASTER SUITE AREA) SCALE %4" = 1'-0" �_ _ 5E � CND FLOOR PLAN 3,566.54 S.F. SCALE %4" = I'-O" c i1 - AUG 0 12022- E1.111 2022E1.111 DING DEPT.' _ Ti3v ,:G.. ALL GOND I T I ONS ARE EX 15T1 NG UNLE55 OTHERW 1 SE NOTED LEGALIZATION OF EXISTING date: 05-25-22 08-01-22 GOND I TI ONS f 03-15-22 07-27-22 LEGEND/ SYMBOL ��° "'� FOR Harold E. 6clohard -DUPLEX RECEPTACLE S.D.Oo -SMOKE DETECTOR '�(R�j. ELISE MAfi�TINO drawn by: - EXISTING TO REMAIN Architect c h i t e c t - - GFI� SD•�° -SMOKE DETECTOR �87J HALLOGK LANE DIANA GOMEZ - - - _-EXISTING TO BE REMOVED -DUPLEX RECEPTACLE PV +G.M. 3 CARBON MONOXIDE GROUND FAULT INTERRUPTER DETECTOR COMBO 363 North We I(wood Avenue -NEW 4"GR 6"OR 10" WOOD 5TUD, Ck, - 5WITGH E•F,@ -EXHAUST FAN(50 CFM MIN) MATT I TUCK, N.Y. Lindenhurst, N.Y. 11757 r fob no: 16"O.C.PARTITION WITH' '1t'' S.G.T.M. No. 1000-I 12-OI- 631-226-3708 4219 02022-07-M GYPSUM WALLBOARD,BOTH SIDES 3_ PiRE -SCONCE 008.004 ,gyp UNLESS On4ERW15E NOTED. E WAY 5WITGH FAX 226-3088 -CAST-IN-PLACE CONCRETE ® -PENDANT LIGHT SECOND FLOOR ALAN HE6ARGH(pYAHOO.GOM - Mµ y 4v 1 Fq no:JUNCTION BOX IN CEILINGO -HIGH HATT LIGHT I$ MEZZANINE 4 w da • s t i i - APP RV .. - E��AS , . I PATE• ! . . B.P.# � ` O I r. .. - - �� • COMPLY WITH ALL-CODES OF , �T1F ^cn Y 'BUsLDt �•�.. ARTMENT .AT- S ,. REQUIRED - . U D A CO NEW YORK STATE & TOWN CODES- . .... :,•1802 SAM, TO 4 FIJI FOR THE , N • G INSPECTION S:. � DIT IONS LLOWIN Snl nuns n m�;�BA .•. FOUNdA7iON - TWO REQUIRED i FOR-POURED CGNCRETI: SO �p�1q�CAT1NING BOARD �. . � � - . . :•. flUGH - FRA(v"IPvu � PLUMBLN'G - MUMMI TRUSTEES I INSULATION .. � I ' FINAL - CONSTRUCTION MUST .__ NYS,p�C— z I ' _ • :. . . .. BE COMPLETE FOR C.O. . I �+'�L CONSTRUCTION SHALL MEET THE. I� REQUIREMENTS OF THE CODES OF NEW • ` . . .. . � , - � - - YORK-STATE. NOT RESPONSIBLE FOR ' DESIGN OR,CONSTRUCTION 'ERRORS. '. PLU��""i4ER CERTIFICATION ON LEAD CONTENT BEFORE � , � :• � CERTIFICATE OF OCCUPANCY ' OCCUPANCY - SOLDER PPLY YSTEM CANNOT � - • . .. - . .. USE IS UNLAWOL FUL OF 1%LEAD.:', .. - . - . .. - FUL EXCEED 2110 I I � .•. � : - - � -, - � ��ITNOUT CERTIFICATE � : I . . . . ;! OF OCCUPANCY . sP��T��►� R �' teo�.'n�re LECTRICAL I s ALL PLUMBIiVG WASTE &WATER LINES NEEb TE�71NG BEFORE COV•ERIN.C�osw USL p�' ti� �' '� items I j EXISTtNC� CGAZEBO - . EXISTING 2nd. 1=L0012 � t 17i=r.K BALC:ONY OVER PpcTl O : - I ,,�.'- D�J�':.rz�:+�t a d::'T' , I o s u. 186.60 5.1 2�1.�4 S.P.: `; s. i O � . . ;, 1�� �E�erggt Co e � � 0 2I 180 . _ — - _ t.f) •,, EXIST• • ' - �.�, .�. .. �e.,�,erlot'tpghting- O I • � / - . 4�;tr..; ,1.C3 s: � Additional �nIl�d,replaced or / Certification rep�lrcd shall confotr� r'' May Be Require. ,.to:Chaptcr 172 I of the Town Code , . . I5.0' R7 � PROPOSED , 1/6 POOL . .. � 8 . d' /• �: '� , . �: ,�\ 122.-r>'�:EX.ISTfNG ':•,�' � � �� • . Q 4,342.72 S.P:� . `y 4.1 ISTI , ' � � /� ��K � ; • : .. • . . Wiz..J � � . j i=LA�vT� '13.4U. .•: 6 S � 255. ' �S`` . 13.2` � 10.0 t � ' EXIST. �': I � -• � � �/ 2Ln 2.6 � 14.0 Icf-05515011 It s o s n r � ,64 :00 �I� 48 I O � 24 i t ! � i I I � I � 14 462.71 S.F. �To '.�lldtT�O. ��T�t��. I PROPERTY AREA:-=- t4,462. : ) EXISTING RESIDENCE AREA: 4,342.72 S.F..• . . ._ , . - _ t: EXISTING•2nd. 1=L00�, BALCONY OVER PATIO AREA: 21.74 S.F: 24°x24"zIY2" THt GK STONE'PATIO 222.6Q.S.F. I EXISTING SHED AREA: • . _ `TYP No 8_AGGREGATE IN OPENINGS EXISTING GAZEBO AREA: _ 221.00 S.F. ;; ' 1 BEDDING COURSE I.y2' TO 2." .THICK 186.60 5'.F. • .EXISTING GAZEBO DECK AREA: '6" RGA SUBBASE_ -• .. s ALL GONDLTIONS ACRE -EXISTING UNLESS OTHEi�WIS� NOTED ; , 6,244.6 S.F. i• j TOTAL!BUILDING AREA: - PITCH – . ,.. ,: :.��•. = ,: .�, L�G�LIZ�TION .�01= �xl'STI�IC� _ � ! 4.32 � _ - date:- 05-25-22 :GRADS � •••: ;. ;. j OF OCCUPANCY- I1] •r' •i ',. -r: F•'e- •�tl. _ _ _ GOt `ID.I �I IONS �� u,:. kt:Gi) �;� n7.`�'� O✓-15-22 _ ,�. Harold . Oel�h�lrcl �� �o E. � � Y" I ��� �'� � ` .drawn.by: MRS.. EL I MAfizTIl0 r h i t t � � �� : ff -' •"••-':••:'. : . . � 38-7 HA1�L.OG� LANA � � o �a. . DIANA GOM�Z ; 4 I. 363 North 1Nellwoad avenue . M TTI.TU G �l.Y.i Lindenhurst; N.Y. '1.1757 fob no: I � _ . - I 1 I 1 i i I I i I ► I I �Ta ::� ; . � S.G.T.M..No: 1000-11201=008.004 � • 631-226-308 s �.9 ' 02022-O�-M 1=AX' 226-3088 • ,--_. HES fitRGHC�YI-�HOO.GOM ,�. .,� ��`�:�: AN :, g no. • I I 20'-I " Z #4 REBAR 12"O/G VERTICAL MATCH i. DEPTH OF EXISTING '+.; ,'i:• MATED \ FOUNDATION AND UNEXGA :, • - 4 FOOTING -TYP. ~ •jJ - UNEXGAVATED 14'-0" #4 REBAR 12"O/G VERTICAL MATCH O O FOUNDATION ANDDEPTH OF G FOOTING -TYP. i i C�YM STORA62E CO 20'-5" � ry CLOSET In I I N i O O O I x o 0 0 I ° I STORAGE PROVIDE 5/8" N N N N I TYPE 'X' FIREGODE ME G H. 5HEETROGK _ I =_ ENTIRE ROOM 4°HR F.R. S.G. DOOR NEN 8„ CONCRETE 3.-O,. FOUNDATIO EXISTING WALL FRAME WALL +G.M I- I INSTALL EGRESS _ I I36' H16H O 13' 611 I O 14'-2" O 8'-D" 5'-�l" 8'-4„ _ x WII4�OWS #I ALT. #2 I :... .- GUARDRAILS I— —I in S.D= RAILING ABOVE FLOOR JOIST WITH GATE MEGH. _ IS" STEEL F N. Is r �' I ��•. I t FL. I 3°x68 N #4 REBAR c12"O/G I I - LADDER - - lol - BAR N I I 3/4 HR F.R. VERTICAL -STEP ON. i _ - p S.G. DOOR FOOTING TO MATCH I I ti I DEPTH OF EXISTINS I N r Q (2)2xI2 GRADE _ I 18" STEEL O O 0 PROVIDE 5/8 L �\ I I I A NEW EGRESS � ,- TYPE 'X' FIREGODE \ N SHEETROGK I O ANDERSEN WINDOW LADDER . \ ; : - z NEW 8" PLAGED GONGRETE O ENTIRE ROOM I \ .. ;,;,. - OR CONCRETE BLOCK FILLED BASEMENT SOLID FOUNDATION WALL W/2 x_ GLE ►11 EXISTING #5 REBAR5 TOP 4 BOTTOM �R EL ; UNEXGA�ATED L J GELLAR _- _ __ __ -- - - - - GRAVEL ': •I_I� — GELLAR FIN. FL. (8'-0" GLC. HGT.) O EXISTING CONCRETE IT11111 ITII - NENFOO 5"Ab" CONCRETE4 KEYWAY I x 2°x68 FOUNDATION WALL V #4 REBAR 12"O/C FOOTING I - MEGH. VERTICAL MATCH * O IDEPTH OF EXISTING L- — — — — -- — — — — — J 2°x68 \ bP.lF FOUNDATION AND FOOTING -TYP. E.F. 5EC71 0 ' A ' #4 REBAR 12"O/G � S°.D. � � � f0'-7" '"• '- VERTICAL MATCH I +G.M N N HOW a�..• - DEPTH OF EXI5TING 20x68 / FOUNDATION AND / SCALE %4" FOOTING -TYP. i ' ' CLOSET I ICLOSET I 2xIO F.J. ®16" O/G CRAWL SPAGE r4.. r \ :: 12" CONCRETE BLOCK FILLED 8310 ESCAPE/ RESCUE OPENINGS RC i •' -�•l SOLID FOUNDATION WALL /:: •./ :, f 34"CLEAR MINIMUM OPENABLE 2o"aEAR j \ •':,. j AREA 5.7 SQ. FT. MINIMUM (SEE EXGEPTION) • MINIMUM OPENING / \ j+' :s' '� 'i;'�'• t :: HEIGHT 24" / •;`':.r MINIMUM OPENING O + E �- AREA OPEKABLE WIDTH 20" `* �� VENT. MAXIMUM SILL HEIGHT x 16-8 s.,SO.�r. �sa. OF 44" MINIMUM MINIhUM\ MUST BE OPENABLE MINIMUM SIZE WINDOW � MINIMUM SIZE WINDOW WITHOUT KEYS OR TOOLS FOR 20"CLEAR tEICA-IT o FOR 24"CIXAR IEI�rr i FLOM I ADT I 0 A�NDER5EN WINNOW SCHEDULE 2,577.28 S.F. SCALE �4�� - II-III UNIT EGRESS LIGHT OVERALL 0 CLEAR GLASS VENTILATION UNIT ARE NUMBER OPENING S.F. S.F. S.F. S.F. ALL GONDITIONS ARE EXI5TIN6 1 Gw135 5.-1 6.0 5.-1 8.0 j UNLESS OTHERWISE NOTED 2 TW3046 5.7 10.31 5.-13 14.85 LEGAL I ZATI ON OF EXI STI NCS date: 05-25-22 GOND I T I ON5 Harald °°yy�+ /-]I �9/�Iy-� /y�P GSE"amu �.,,�,,;`''� 03-15-22 LEGEND/ SYMBOL FOR L/I I ® I M V�/h/ V/I I GC^\J E. 01.11? a �` �`'� � drawn by: -EXISTING TO REMAIN -DUPLEX RECEPTACLE S.D.Q -SMOKE DETECTOR MRS. EL I SE MARTI NO �� 4 - — — — - S.D.0 -SMOKE DETECTOR I r O` ` DIANA 60MEZ - — — — _-EXISTING TO BE REMOVED GFI 6 -DUPLEX RECEPTACLE W/ + G.M. 6 CARBON MONOXIDE 58-75 HALLOGK LANE GROUND FAULT INTERRUPTER DETECTOR COMBO 363 North Wellwood Avenue -NEW 4"OR 6"OR 10'= WOOD 5TUD, C , -SWITCH E•F•(D -EXHAUST FAN(50 GFM MIN) MATTI TUCK, N.Y. Lindenhurst, N.Y. 11737 job no: I6°O.G.PARTITION WITH° 631-226-3708 14219 02022-07-M GYPSUM WALLBOARD,BOTH SIDES �3_ � -sGONGE S.G.T.M. No. 1000-112-01-008,.004 UNLE-55 OTHERWISE NOTED. THREE WAY SWITCH FAX 226-3088 'F OF N�v� ® -PENDANT LIGHT FAX -'T:• -CAST-IW PLACE CONCRETE JUNCTION BOX IN CEILING dNq n0: - 0 -HIGH HATT LIGHT FOUNDATION PLAN 2 i I i 41°x75 PIG. � 410x56 PIG.. \ qotoml, 1 'y (3T2xlo�v.l� _ < N 14'-6y2" 21'-Sy2" _ lo JaININ6 wN �26x68 - GOVERED FATI 2'-4" 18'-3" 11 2'-8" x 4'-011 2'-6" ` y 0 rfV f1 n� UH. STONE PIERS m -TYP. OF 2 5-2 k2-0 5'-8" 2'-O" 41OX-15 IG l0 5 P 410x15 PIG. 5°x68 PIG. 11 h MASTER m _ 36" H. 5TONE 1- I HALL m BEDROOM " 10"xl0" COLUMN (q'-l0" GL6. H6T) -TYP. OF 2 TUB :) O (2)2x10 _ SHOWER O _ SHOWER tt , Q m i / F.P. iv E.F. r O O N ' o - x 15'-2" 15'-0" N oo N m N BATH /// F.P. dJ 00 / 100 , LIVING ROOM 41, O I o C�ARAC� K I TGHEN Cfl m as E.F. E.F. QO / O Q 5'-O„ 4'-0I' 51-011 cil 201-111 00 � oo O REF. I ELEGT. F.P. 00 W/G BIDE IDE W/G OPEN TO ABOVE 26x68 Ox e, I I' I1Ox68 26x68 LINE OF x FLOOR O Q ABOVE i6 SEATING AREA U ,� N W.I . GL.OSET o EANTR1' O \ x]21-0.II 151-211 I 151-011 ON (� L (.J FOYER E.F. _ E.F. ,20x80 3°x4° G5MT.. 3°X40 G5MT.. fV \ LAUNDRY QG'-10" GL6. H6T.) II / 6.F•, 6 1 23x42 3°x42 23x42 14'-8" G5MT. PIG. G5MT. E.F. � . O _ �Q N.I . GLOSET 12'-10 11 20"(P 20"� - 10GL6. H6T.)" L(1 SSTCO +� cs 28x42 PIG. 28x42 PIG. i I �5T N SCALE j4.I _ II_OI� 4,342.72 S.F. ALL GOND I TI ONS ARE EXISTING UNLESS OTHERWISE NOTED LEGIAL I ZATI ON OF EX I ST I NCS date: 05-25-22 GOND I T I ON5 F 03-15-22 LEGMND/ SYMBOL FOR Harold F.. 67e bh o rc! -EXIBTINS TO REMAIN MRS. ELISE MART I NO drawn by 5.D.Q -5MOKE DETECTOR DUPLEX RECEPTACLE S.D.Oo -5MOKE DETECTOR M Arch I t e c t � � 4 D 1 ANA 60MEZ i �/ + Q -EXI5TIN5 TO BE REMOVED GFI -DUPLEX RECEPTACLE W/ + G.M. d CARBON MONOXIDE 5875 HALLOG I� LAN GROUND FAULT INTERRUPTER DETECTOR COMBO 565 North WeIIwOOd Avenue ''r' -NEIN 4"OR 6"OR 10"WOOD 5TUD, t, -SWITCH EF� -EXHAU5T FAN(50 GFM MIN) MATTI TUCK, N.Y. Lindenhurst, N.Y. 11-75-1 Job no: I6'O.G.PARTITION WITHJY -ScoNCE S.G.T.M. NO. 1000-112-01-00X.004 631-226-5-708 02022-0-1-M GYPSUM WALLBOARD,BOTH 51DE5 C�3_THREE WAY 5WITGH UNNLESS OTHERWISE NOTED. ''11'' ® FAX 226-3088 -'—r - LE55R-PLACE CONCRETE -PENDANT LIGG HT HE6ARGH@YAHOO. OM -JUNCTION BOX IN CEILING FIRST FLOOR PLAN dwg no: 0 -HIGH HATT LIGHT I I I • I i 1 I 410x56 PIG. 410x56 PIG. j�e Ue +$ % A+� CS , ' 21�_-1�� �Ci� '��• �y I � I 15111511 d1 UP p U I 7.75 �- 7.75" X<- j— (V N UP UNGO�r'ERED uP I N STUDY ° (c'-O" LG. HOT) O'BALGONY `^ D ROOF BELO /� KJ O # V' W i BEDROOM 2 I Io 0 GSMT. 52x"1° PIG. 52x7° PIG. 52x7° PIG. cj 6 (2)2 x3 RUP .x - I ROOF BELOW 5'D' I N I Inj +G M 51-011 UNFINISHED SHOWER C� Y n V E.P. �CU p TUB °tn 24x68 I v 24x68 �t °cv - Q I w O E.P. O � W/G TUB 0" LA ., o NLL O 5' g 5'-2" O N O f HOW LA � Q `w E.F. UNFINI HED I 5.D. +G.M STO GE DEN P #2 ^m� `' +�� GLG. HOT) x � 0" 3'-6.. O.. 3R DN. N G 51-411 �-4� OPEN TO BELOW S.D. !. R UP S.D. O 0 BEDROOM #4 . - - x (q'-O" GI-6. H T) UNF 15HED UNFINISHED o N W ORA6E STORAGE O d) Q � —— SDZZ 1- j 1 v I _ N — I � ! 1- ROOF BELOW — w I (2)210"3° G BEDROOM #5TO I ' v TO j GI-6. H6T.) ATTIG I I �(z �D WN '-10' (2)210x4° G5MT. i i m _ E6RE55 WINDOW As� ICT f PIG. I I 1 5 2 OI �D 00� PLAN SCALE %4" = I'-Q11 v 3,56 6.54 S.F. i ALL GOND I T I ON5 ARE EXISTING UNLESS OTHERNI SE NOTED LEGALIZATION OF EXISTING date: Os_2s-22 GOND ITIONS 03-Is-22 I . FOR LEGEND/ SYMBOL �a E �Fe F� drawn by: (� -DUPLEX RECEPTACLE 5.D.0 -SMOKE DETECTOR MRS. ELISE MART I NO Architect �° � ti� DIANA C�OMEZ -EXI5TING TO REMAIN "" p, 5D.Q -SMOKE DETECTOR 3V�� /� LLQ/ �/ LANE i EXISTING TO BE REMOVED GFI -DUPLEX RECEPTACLE NV +G.M. +t CARBON MONOXIDE 5 A V'\ 363 North Wel(wood Avenue � "' `� GROUND FAULT INTERRUPTER DETECTOR COMBO v.: job no: - W 4"OR 6" OR 10" WOOD 5nm, -SWITCH EF. -EXHAUST FAN(50 GPM MIN) MATT I TUCK, N.Y. Lindenhurst, N.Y. 11757 02022-07-M nE 0 631-226-3708 Ib" O.G.PARTITION WITH)V -5GONGE S•G•T•M• NO. 1000-112-01-008.004 FAX 226-3088 4219 6YP5UM WALLBOARD,BOTH 51DE5 3-THREE WAY SWITCH U•1-E55 OTHERN15E NOTED. ® -PENDANT LIGHT HE6ARGHc�YAHOO.GOM ` , of NSW '�° dwg no: -�T T - 5T-IN-PLACE CONCRETE _ N BOX IN CEILING 5EGOND FLOOR PLAN GA .AJNGTIO O -HIGH HATT LIGHT I i I 5H I NGLES } t IT Jill f O z SHINGLES O HI L� STONE — FI2nd FIN. FL. ..........................._.. ..................... .. _.._.._...... T NE FIN. 15t FL. ........... I i r I ---.._......._......_ ........_._ — — — — _...._..__I..__..................._........... ... . ...._.........._._ r ARAGE F I ' I 1 GRADE — — — i f I I I II CELLAR FIN. FL. FRONT ELEVATIONSOUTH SCALE %4" = I'-O" i - FULROLA55 5 _ 2nd FIN. FL. S N FIN. 15t FL. GRADE — — GRADE IALL GONDITIONS ARE EXISTING UNLESS OTHERWISE NOTED I I I � � � , LEGAL I ZATI ON OF EXISTING date:..� 05-25-22 GOND I T I ONS 03-I5-22 i I I FOR Harold F.. &el:phard � Architect drawn by: CELLAR FIN. FL. MRS. ELISE MARTINO a ;. D I ANA GOMEZ - -I - - - - - - - - - - — - - - - - - — — — — — — C — — 58-75 HALLOGK LANE . 363 North Wellwood Avenue job no: MATTITUGK, N.Y. Lindenhurst, N.Y. 11757 ,� ��. j S.G.T.M. No. 1000-112-01-005.004 631-226-3708 ` ya 02022-07-M FAX 226-3055 HE6ARGH@YAH00.G0M dwg no:I ELEVATIONS SCALE �i16�� _ 1�_0�� �—EIRFIRJ A55 SHINGLES Z LL _ < f— v SHIN61 — —7 4:1i ILlI LY cr cr S O E 2nd FIN. FL. 88A- I t ------------ 'r;PF-I-] T NE TO E FIN. 1st FL. 6 DE GRADE I CELLAR FIN. FL. X AT ION I 5GALE 1/4 11 = 1 I-0 it F I BEROL 55 5 N 2nd FIN. FL. — 5 — — —111 — T E FIN. Ist FL. — — — — — GRADE GRADE II II F— _ — ALL CONDITIONS ARE EXISTING UNLE55 OTHERN15E NOTED LEGAL I ZATI ON OF EX I STI NCS date: 05-25-22 CONDITIONS -. aJED A ^ 03-15-22 FOR Harold E. &ebhar6 E. c drawn b I I GELLAR FIN. FL. MRS. ELISE MARTINor�h ite�t � : Yy ' DIANA GOMEZ — — — X875 HALLOGK LANE �= 1 — — —————— 363 North Wel(wood Avenue MATTITUGK, N.Y. Lindenhurst, N.Y. 11757 job no: S.G.T.M. No. 1000-112-01-008.004 631-226-3708 �2�9 ��. 02022-07-M _ FAX 226-51 y� HE&ARGH@YAHOO.GOM X A T I A5T ELEVATIONS [T9 no: 5GALE 3i6" = 1'-0" . i . - . COMPONENT 4 -CLADDING:PRESSURE ZONES- 83012(8) _ NOTES, SPEC I F I CATI ONS 4 PETA(L5 2x4 GT. 16" OIG ' .. . GLIMATIG GEOGRAPHIC DESIGN CRITERIA - TABLE R3012(I) . • . FIBERGLA55 SHINGLES OVER .. ' (a=4'-0°IN ALL GASE5) a a' . a a a a a v GROUND WIND DE516N SEISMIC 'SUBJECT TO DAMAGE FROM WINTER BARRIER FLOOD AIR MEAN __ 30# FELT 4 XY PLYWOOD . Q sNOw sPEFa� TOPOGRAPHIC 'SPECIE WIND-BORNE DESIGN T DESIGN HAZARDS FREEZING ANNUAL L 2X6 G.J.' �I6° O/G INSULATION SCHEDULE FROST LINE uNDEERLAYMENT R-30 INSULATION -- -- - - - _ LOAD (mph): .. .EFFEGT5 REGION DEBRIS CATEGORY WEATHERING DEPTH . TERMITE TEMP REQUIRED INDEX 'TEMP C 3 2 . 2 3 3 2 33 _ 2 . 3 __ 2 Z ITEM - 2 ITEM LOCATION . MATERIAL . . ;' I I` 11 i i i - N IQ 25 130 NO NO <I MILE B SEVERE 36" sEVEEZE II YES 2ooa 1500 513 2xlo R.R..©I6. o/G I I . I I , I 1 GENERAL NOTES PLUMBING NOTES . 1- . I EXTERIOR WALLS 3X2 R-15 KRAFT F11 ACED 15 FIBERGLA55 BATT . I I 1 I I 1 I .. . I . _ h :I- ' ' I I I I I I I I 1 .I I , , I I I l (' I I. 'THE DESIGN COMPLIES Will I THE INTERNATIONAL RESIDENTIAL GODS IRC 2015:WITH NEW YORK STATE 1• PLUMBING TO CONFORM TO IPG 2015 AND LOCAL CODES.. HURIGANE STRAPS Q1'2' R-30 KRAFT FACED 15.5" F.G. BATT GAYITY 5 1 0 , , I QI , 2016 UNIFORM CODE SUPPLEMENT AND REFFR5NC-�STANDA NE M 201 . a, PROVIDE SHUT OFF VALVES ON ALL SUPPLY LINES AT ALL FIXTURES. 2 ROOF 4 ATTIC . I 2 Q IQ 2 2 Q 2 2 lO 2 . I. I ( i 2. THESE DRAWINGS DO NOT INCLUDE COMPONENT5 NECESSARY FOR CONSTRUCTION SAFETY. - INSULATION WITH RUFFLE AT EAVE lO 4 1 I I I I. , 0 3. INSULATE ALL SUPPLY LINES AS PER SCHEDULE. 4 I O 6 1 I 1 1 I I 1 . 1 CONTRACTORS ARE SOLELY RESPONSIBLE FOR SUCH COMPONENTS. 4. PROVIDE FROST PROOF H05E BIBS A5 PER PLAN MINIMUM:2 PER NEW RESIDENCE. I 11 . - 4 I I I 1 1 I I ) l , 3. BUILDER TO OBTAIN CERTIFICATE OF OCCAPANCY(GA) i 5. ALL FIXTURES TO 13E AMERICAN STANDARD,KOHLER OR APPROVED EQUAL, IX6 FASCIA 3 FLOOR 51'2''8-21 KRAFT FACED 15.5" FIBERGLA55 BATT I I I I 1 I I t 1 I 4. BUILDER TO CARRY HORKMAN'5 COMP.IN5.IN AMOUNTS A5 REQUIRED BY LAW FURNISHED d INSTALLED BY CONTRACTOR. ,, 11 . . 5 i .11 i i i I i . /�� `�i 5• ALL WORK SHALL BE FULLY GUARANTEED FOR ONE YEAR AFTER CO.15 ISSAFJD. 6. PIPING PENETRATIONS THROUGH FIRE-RATED WALL OR FLOOR ASSEMBLIES ARE TO V . I I I I , I 1 b. OWNER TO BE RE5PON51$LE FOR FINAL SURVEY AND COSTS A5 Rim BY BUILDING DEPARTMENT. 6 1__ __ __ __1 1_ '_1 I_ _I ,'_ O _`, 7. ARCHITECT HAS NOT BEEN RETAINED FOR ANY FIELD 5UPERV15ION OR INSPECTION COMPLY w/R3I7.3.1 II f 7. HATER d DRAINAGE PLUMBING 15 TO BE INSTALLED IN ACCORDANCE w/CHAPTER 6. VENTED VINYL SOFFIT o 6 a 3 2 2 3 a 3 2 3 3 2 3 :a 2 8. DRAWINGS ARE NOT TO BE SCALED BY CONTRACTOR.ANY DISCREPANCIES ON DRAWIN65 ARE TO BE O 8. PIPE PENETRATIONS THROUGH FOUNDATION WALLS ARE TO BE COVERED w/A SLEEVE 2 X2" 5HEETROGK BROUGHT TO ARCHITECT'S ATTENTION IMMEDIATELY PRIOR TO CONSTRUCTION PIPE SIZES GREATER THAN THE PIPE PASSING'THROUGH IT,IN ACCORDANCE w/SECTION . DOUBLE 2x6 TOP PLATE WALLS SABLE ROOFS GABLE R0OF5 HIP ROOFS 9. THIS AR A41TECT HAS BEEN RETAINED FOR WORK 5HOWN ON THIS DRAWING ONLY. ARCHITECT IS NOT n/ STONE VENNER (0 I Io°) (10°SBS 45°) (10°SAS 30°) RESPONSIBLE FOR OTHER ALTERATIONS AND CONDITIONS. 9. PIPE SUPPORTS ARE TO COMPLY w/SECTION bob. LK p 2x6 STUD WALL o 16"O.C. SITE NOTES_ EXCALATION NOTES �N.1 . GLOSET o -ad NAILS 0 6"o% 9 6 "9g I.PITCH GRADE AWAY FROM BUILDING.%2" PLYWOOD . . .EXISTING - Q2 = IOd NAILS o 6"o% h : hh 2•PROVIDE DRY HEL.L.S AS REQUIRED•' 1.EXCVATION GONTRAGTOR TO EXCAVATE TRUE TO ZINCS AND GRADES DOWN TOw 3.ALL TREES WITHIN 15'OF CONSTRUCTION TO BE PROTECTED. SPECIFIED LEVELS•R-l5 INSULATION = ITEM I 2x6 TREATED. SILL FLDOR J015T = 1od NAILS a 6"o% (A S 10°) (10°S 0 S 45°) (10°S S 30°) 4.ANY LANDSCAPING DAMAGED BY CONSTRUCTION OPERATION SHALL.BE REPLACED. AS REQUIRED. 2•ALL TOP SOIL TO BE STOCK PILED FOR FUTURE USE.ALL EXCAVATED GOOD . w/PL400 CONSTRUCTION ADHESIVE 5.ALL GARBS,SIDEWALKS,ETC.DAMAGED SHALL BE REPLACED. MATERIAL NEEDED FOR BACK FILL,TO BE STOCK PILED SEPARATELY,NOT NEEDED PLATE OVER SILL SEAL R-21 INSULATION . . MATERIAL AND UNACCEPTABLE MATERIAL TO$E LEGALLY REMOVED FROM SITE. 2x6 BOTTOM PLATE MOTE: a=4'-0"IN ALL GASES) FIRE/ SMOKE.DETECTION 3.BACK FILL SHALL BE PLACED IN 12"LIFTS d COMPACTED TO 95%OF MODIFIED . 4 TERMITE SHIELD ITEM - 3 PROCTOR DENSITY. 2X10 F.J. 016" 0/C, 2X6 TREATED SILL PLATE I.INSTALL SMOKE d CARBON MONOXIDE DETECTORS A5 5HOHN ON PLAN. OYER SILL SEAL .51NGLE d MULTIPLE STATION SMOKE ALARMS ARE AL50 TO BE INSTALLED IN CELLAR AND SHALL BE . 'liq° PLYWOOD NOTE: ALL MECHANICAL GONNEGTORS SHOWN 'IN DETAILS ARE MANUFACTURED INTERCONNECTED PGOWER a FOR SMOKE THE ACTUATION SYSTEM 15M HILL TO GoMPLYAW ALARMS,IN AGGORDANGE f� t�� TERMITE SHIELD _FIN. I5t FL. .CARBON MONOXIDE ALARMS SHALL BE PROVIDED WITHIN EACH DNELLIN6 UNIT ON EACH STORY CONTAININ REINY OIWINf� NOT /8" TYPE 'X' FiRE1.GODET B'i' USP STRUGTURAI. CONNECTORS - OR AI-1-1�/Y Ld/ V�UAL° �S NOT A SLEEPING AREA WITHIN 15 FEET OF THE SLEEPING AREA,PROVIDE MORE THAN ONE CARBON MONOXIDE I. ALL REINFORCING BARS TO BE OF THE DIAMETER SHOWN DEFORMED INTERMEDIATE ANCHOR BOLTS SHEETROGK ALARM IF NECESSARY.THE CARBON 'MONOXIDE ALARM 15 TO BE LI5TED d LABELED AS COMPLYING w/UL ® 3-o o/G RAFTERS TO RIDGE CONNECTION FLOOR TO FLOOR GONt�EGTION OPTION 'A' GRADE NEW BILLET STEEL CONFORMING TO ASTM A . i " 2034 OR GAN/GSA'6.1q,AND IS TO BE INSTALLED AND MAINTAINED AGGORDANGE w/MANUFACTURERS R-21 INSULATION ,• 8-15 INSULATION INSTRUCTIONS AND THE INTERNATIONAL RESIDENTIAL CODE IRC 2015. 615 GRADE 60 HAVING A DE-516N STRENGTH OF bOp00 P51. ANCHOR BOLTS 3'-011 O/G ITEM I L5268-675 Lbs.UPLIFT 2.TYPICAL COVER FOR ALL REINFORCING BAR5 BE THREE(3) INCHES FOR BARS ~` OPTIONAL NAILS PLACED AGAINST EARTH AND 2'FOR BARS PLACED AGAINST FORMS UNLESS _:.- ITEM - 3 .I-. (WOOD SHRINKAGE END LENGTH ELECTRICAL NOTES OTHEPH15E SHOM. J� 1^I L �1� 1� G .,'. 1 MU26-640 lbs.U'LIFT u 3.ALL BARS TO BE CONTINUOUS UNLESS SPECIFIC LENGTHS ARE SHOWN. ALL SPLICES TO l tY Y SPAGE IO" CONCRETE " " O MAY OCC-UR AND ° 12 TY I. ALL WORK SHALL COMPLY WITH THE NATIONAL£LEGIRIGAL GORE AND. LAGAL UTILITY GO. -.:` lO CONCRETE �.:: , REFERENCE 3.4 GAU5E STRAP TO 2.ON LEW WORK BASE BID ON 200 AMP SERVICE. BE FORTY(40)BAR DIAMETERS MIN. FOUNDATION WALL FOUNDATION WALL Q G I L ll L7 FOR NAILING �. BUCKLE OUTYVARD ° $.ALL WIRING TO BE MIN.14'AWG. 4.WELDED WIRE FABRIC(WHIT)TO BE 6"x 6"SPACES,#10 x#10 GAUGE WHICH SHALL I2"X24" CONCRETE %• j- 1 �" 4.CONVENIENCE OUTLETS TO BE 18°AF.F.,UNLESS NOTED OTHERWISE. CONSIST OF GOLD DRAWN MEMBERS HAVING AN ULTIMATE STRENGTH NOT LESS THAN - TAR WATERPROOFING W/ - REQUIRED © 5.PROVIDE GROUND FAULT INTERRUPTER OUTIETB A5 PER GODS. 7op00 P51.HNF TO BE PLACED A5 SHOWN ON THE PLAN. i « u 0 6.ELEGTRIGAL CONTRACTOR TO PROVIDE HOOKUPS FOR HEATING AND AIR CONDITIONING SYSTEMS. 5•ALL REINFORCING TO BE SECURELY FASTENED TO RESIST MOVE NT DURING FOOTING W/ 2x4 KEYWAY 2x4 STUD WALL ® 16 O.G. GATHEDRAL GE I L I NG CONCRETE PLACEMENT. XS PROTECTION BOARD - ?.ELEGTRIGAL CONDUCTOR PENETRATIONS THROUGH BUILDING STRUCTURAL COMPONENTS MUST COMPLY w/ b.WELDI3D WIRE FABRIC OF EQUIVALENT STEEL AREA MAY BE 5UBSTITUTED POR ANY . IN ADDITION TO RIDGE SECT•E34O2. .a 8.PROVIDE MAINTENANCE CLEARANCE AROUND CIRCUIT BOX,BOILER,ETC.SIB=SECT.E3405. . . REINFORCING BAR 6RID. STRAPPING CLEAR SPAN 12/12 q.ELEGTIRIGAL CONTRACTOR TO COORDINATE WITH OTHER TRADES. . F3 0 N E;) TYPICAL L5TA DESIGN LOADS CONCRETE NOTES 5 E C., T I LSTA24-980 lbs..UPLIFI �' DESIGN LOADS ARE IN COMPLIANCE w/SECTIONS 8301.4,83015 d 301.6 II 1 II � � 4" CONCRETE SLAB � ° � 20 GA I14 X24" � � I.*ALL CONCRETE TO BE f 'c = 3,500 P51 0 28 DAYS UNLESS OT-HERWISE NOTED.-GONG. SGALE 44 - ( -� o ROOF LOADS: ALLOWABLE DEFLECTIONS COMPLY w/SECTION R301.7 STEPS TO BE 3,500 V c o 28 DAYS . WITH'6x6 #10/10 WWM o SNON LOAD 45 P5F-TABLE R301b t R30I.2(I) 2. ALL EXP05FD CONCRETE TO BE AIR ENTRAINED. . OVER 6 MIL PVC DEAD LOAD 15 PSF 3. SOIL VALUE ASSUMED AT=-i TON PER 50.FT.AT DEPTHS NOTED. SOIL CONDITIONS TO BE 0 0 END LENGTH ATTIG LOADS: VERIFIED PRIOR TO GONSTRUGTION.WATER FRONT OR PROPERTIES IN GL05E PROXIMITY TO VAPOR BARRIER I MIN. ° 12° TYPICAL STORAGE 20 P5F TABLE 4-I ASCE(PAGE 13) �� LOAD: 130 MPH BF1tGH,CANAL,HATER,ETC.TO PROVIDE THIS OFFICE WITH TEST HOLE DATA BY LICENSED NON STORAGE. 10 P5F-TABLE 4-1 A5GE(PAGE 13) FROM FIGURE 6-Ir ASCE(PAGE 40) OR CERTIFIED 501L MECHANIC. 0 o FLOOR LOADS: FROM FIGURE R3012.IS.1 4. BOTTOM OF EXTERIOR FOOTINGS TO BE 3'-0"MINIMUM BELOW GRADE. L5268 TMU26 FLOOR-TO-FLOOR LIVE LOAD 40 P5F 1^�ALL LOADS: 5. ALL FOOTINGS TO REST ON VIRGIN UNDISTURBED SOIL. V�ALL INSTALLATION 9 1 b o/G REFERENCE 3.48 VENTED AIRSPACE � " FOR NAILING DEAD LOAD 10 PSF-TABLE 4-1 ASG£(PAGE 13) DEAD LOAD 15 P5F b. STEP FOOTINGS DOWN AS REQUIRED. MAXIMUM 51-EP FOOTINGS SHALL BE ONE VERTICALLY . CELLAR- TYPICAL LIGHT SLOPE HANGER �^ t UPLIFT: WIND EXPOSURE'S'CATEGORY SEISMIC, LOAD: CATEGORY G TO THO HORIZONTALLY WHERE EL_EVATTON5 CHANGE. _ FLOOR TO FLOOR CONNECTION OPTION '$ FROM AF d PA WOOD FRAME CONSTRUCTION MANUAL FROM FIGURE R3012(2) 7• WALL FORMS TO REMAIN IN PLACE IN PLACE 3 DAYS MINIMUM. MANUFACTURED THIN- / C-O�N5TRUCTION - INSTALLATION (g 16" o/G 8. CURE AND SEAL_ALL SLABS ON GRADE WITH 2 COATS HORN CLEAR SEAL OR EQUAL. PROFILE ATTIC: PE�_=AIL SIZE OF HANGER DETERMINED BY,51ZE OF RAFTER TVP. GONNEGTION FOR TWO 3.1 NAILING SGHEDUL� 130 M.P°H° I iIN A LOl�dI a• CONCRETE GORESIS TWI 5t AND PROVIDE ADEQUATE BRACING FOR ALL WAL15 AS VENTILATION BAFFLE I (FULL.. WIDTH) - STORY APPLICATIONS FROM WFGM-2075 wooD FRA C.ON57RUGTION MANUAL REQUIRED TO RESIST WIND AND GON5TRLIGTTON LOADS. 7 10. PROVIDE SAWED OR KEYED AND FORMED CONTROL JOINTS FOR SLABS AND WALKS ON POST ANCHOR DETAIL . MINIMUM SHEAR WALL SEGMENT 51ZE JOINT DESCRIPTION NUMBER OF NAllS NAIL SPACING &RADE,AT 20'-0'MAXIMUM IN BOTH DIRECTIONS. I� I II 1 II ASPECT RATIO: H/L-t 3 11. PROVIDE SLEEVES IN FOUNDATION HALLS AS REQUIRED FOR ELECTRIC,PLUMBING .� SGALE .I4 = I_--Q . y y ROOF FRAMING MECHANICAL ETG. COORDINATE WITH OTHER CONTRACTORS,DRAWINGS,AGENCIES,ETC. �/ _ 2 6MEN ID RAFTER TO TOP PLATE(TOE-NAILED) 12'TO I6"SPACING PER RAFTER 12. CONCRETE FOUNDATION WALLS TO BE CAST MONOLITHIC.NO HORIZONTAL JOINTS SHALL BE . SWILL 1 (H) 2'-4" (3)ad COMMON PLACED IN WALLS. . C1'-I" 2'-8" 24"SPACING 13. ALL EXPOSED CONCRETE SLABS TO RECEIVE ARCHITECTURAL FINISH AND SCORING A5 PER _ 10'-1" 3'-0" (5)8d COMMON PLANS AND SPECIFICATIONS. / I I .1 - ° o CEILING JOIST TO TOP PLATE(TOE-NAILED) 12"TO 16-SPACING PER J015T 14. NO CONCRETE OR MA50NRY SHALL BE PERFORMED IN TEMPt-RATURES 4O DEGREES F.OR LESS..NO CONCRETE SHALL BE CAST ON FROZEN SURFACES. ROOF INSULATION - °0 0 11 24°SPACING 5. NO ADDITIVES SHALL BE PERMITTED WITHOUT WRITTEN PFRM155ION FROM ARCHITECT. TYPICAL (3)8d COMMON I6. ALL FOOTINGS TO BE 8"OR 6"PROJECTION ON EACH SIDE OF FOUNDATION WALL MIN.(2) .. H 2" o ° ° UPHDB INSTALLATION II II �) . COMMON #4 RE3AR5 CONTINUOUS,UNLESS OTHERWISE NOTED(SEE PLANS). o HOLDOWN W/5/8" 17. PROVIDE MINIMUM 2"x4"KEY BETWEEN FOOTINGS AND FOUNDATION WALL. I " ;i':''.' o o CEILING JOIST TO PARALL�RAFTER(PAGE-NAILF�) SEE TABLE 3.9A BELO EACH LAP CONTINUOUS BEAD OVER OWENS CORNING I° sT , ° o THREADED ROD II CEILING J015T LAPS OVER PARTITIONS(PAGE-NAILED) SE£TABLE 3.9A BFLO EACH LAP I8. ANCHOR BOLT SIZE AND MAXIMUM SPACING MUST COMPLY WITH TABLES 32A,32E AND '°t "a z '�., 3.20,OF T 14E WFGM 2015.7"MIN.ANCHOR BOLT EMBEDMENT INTO CONCRETE FOUNDATION OF SEALANT ". o -_ COLLAR TIE TO RAFTER(FAGE-NAILED) SEE TABLE 3.4 BELOWI PER TIE OVER OWENS CORNING I" FOAMULAR PROPINK RIGID g:a'" 2sj BLOCKING TO RAFTER(TOE-NAILED) 2-Sd EACH END WALLS AND 15*MIN.IN MASONRY BLOCKS,AS PER TABLES 32.1.7AND 52.2.3.ANCHOR FOAM INSULATION R-5.0 RIM BOARD TO RAFTER NAILED 2-16d EACH END BOLTS MUST BE PROVIDED WITH 3'WASHERS,PER 322.3,AND ARE TO BE PLACED WITHIN PAU 12'FROM ANY CORNER,AND 6"TO 12"FROM THE END OF EACH PLATE SECTION PER 3.2.1.7. FOAMULAR PROPINK RIGID L WALL FRAMING Iq. CRAWL SPACE VENTS,IN ACCORDANCE w/SECTION 408 ARE TO BE LOCATED WITHIN 3'-0" FOAM INSULATION R-5.0 GROSS-SECTION PAU TOP PLATE TO TOP PLATE(FACE-NAILED) 2-I bdl PER FOOT OF EACH CORNER OF THE BUILDING. '- Xa" PLYWOOD TOP PLATES AT INTERSECTIONS(PAGE-NAILED) 4-1 bd JOINTS-EACH SIDE 20•ALL FOUNDATION WALLS AT BASEMENTS TO RECEIVE BITUMINOUS WATERPROOFING. EXTERIOR INSULATED WALL (R=13) Lod t!p`1Ls'v 1 HOLES , V ' CONTINUOUS MINIMAL � CONTINUOUS BEAD STUD TO STUD(PAGE-NAILED) 2-I 6d 24"ALONG CARPENTRY NOTES LEDGER DETAIL HEADER TO HEADER(PAGE-NAILED) Ibd Ib°O/G ALONG EDGES EXPANDING FOAM AT OF SEALANT -TYPICAL FOR 4X4, 6X6 I I TOP OF BOTTOM PLATE TO STUD(END-NAILED) 2-1 bd PER 2x4 STUD 8x8 WOOD POST •�'4> x 4/� LONG 3-1 bd PER 2xb STUD 1. ALL WOOD SILLS,BLOCKING,NAIL ER5,ETC.IN CONTACT WITH MASONRY,CONCRETE OR SOIL WINDOW PERIMETER LA6 BOLTS® 16"01r, 4-1 bd PER 2x8 STUD TO BE PRESSURE TREATED. I �j STRAP A d (2) AT EACH END 2. PROVIDE GALVANIZED STEEL TERMITE SHIELD d SILL SEALER AROUND ENTIRE PERIMETER. I . HURRICANE S 1 RAP DETAIL IOd NAILS ALL HOLES BOTTOM PLATE TO FLOOR JOIST,$ANDJOIST,ENDJO15T 2-1 6d12 PER FOOT 3. ALL NAILS,BOLTS,JOI5T'5 HANGERS d FRAMING GONNEGTOR5 TO BE HOT-DIPPED CONTINUOUS BEAD' GONTINUOUS OR BLOCKIN6(FACE-NAILED) UALVANIZED. 4. ALL JOISTS,RAFTERS,HEADERS d GIRDERS SHALL BE DOUG FIR fb 650 P51 MIN.STUDS TO OF SEALANT MINIMAL RT3OF FLOOR FRAMING BE MIN.HEM FIR IF lo 850 PSI. EXPANDING - GIC15 lbs. UPLIFT ° JOIST TO SILL,TOP PLATE OR 61RDER(TOE-NAILED) 4-8d PER J015T 5. ALL 5HEATHIN6 SHALL BE 1/2"DOU6L.A5 FIR EXTERIOR GRADE PLYWOOD, NAILED 6d o 6" TYPIGAL 5UH28R BRIDGING TO J015T(TOE-NAILED) .2=Sd EACH END O.G.2 INTERIOR d INTERMEDIATE BLOCKING POINTS. COVERED WITH I5 LB.BU11 DING PAPER FOAM AT a BLOCKING TO JOIST(TOE NAILED) 2-8d EACH END OR CELOTEX INFILTRATION BARRIER PROPERLY TAPED d SEALED. GONTINUOU5 BEAD WINDOW \I DECK J015T TO BLOCKING TO SILL OR TOP PLATE(TOE-NAILED) 3-1 bd EACH BLACK 6. ALL SUB FLOORS TO BE 3/4"PLYWOOD NAILED WITH TWIST NAILS o 6"O.G. I OF ADHESIVE PERIMETER V LEDGER INSTALL. LEDGER STRIP TO BEAM(FACE-NAILED) 3-1 bd FAGH J015T 7. ALL WALL CORNERS TO BE MIN.3 STUDS NAILED Ibd-12'O.G. REFERENCE 3.413 „ JOIST ON LEDGER TO BEAM(TOE-NAILED) 3-8d PER J015T 8. HEADERS,TRIMMERS d JOISTS UNDER PARTITIONS TO BE DOUBLED BLOCK BETWLEN JOISTS GONTiN0005 BEAD FOR NAILING I6 O/G BAND J015T TO JOIST(END-NAILED) 3-1 bd' PER J015T UNDER PARTITIONS. BLACK STUD WALLS o 1/2 STORY HEIGHTS d AT UNSUPPORTED ED6E5 j OF-SEALANT ° BAND J015T TO SILL OR TOP PLATE(TOE-NAILED) 2-1 6d' PER FOOT OF PLYWOOD. . a ° STUD TO FOUNDATION GONNE`GT ON RooF SLIEATHING 9. ALL PLATES TO BE DOUBLED d NAILED WITH Ibd® 12"O.G.LAP GAP PLATES AT 0 D11�11GTU L E PANELS ad (SEE TABLE 3.10) 10. HEADERS OVER DOORS AND WINDOWS UP TO 3'-0"WIDE TO BE(2)2x6 FOR OPENINGS 3'-0" . TYPICAL RT16T ° ° SIMP50N MST2-1 20 GA. METAL STRAP, ix DIAGONAL BOARD SHEATHING TO 6-0"USE(2)2x8,UNL.E55 OTHERWISE NOTED. ° 12" MIN. ON STUD 5URFAGE Vxb"or I"x8" 2-8d PER SUPPORT . 11. FOR HEADERS OVER 5'-O"LONG USE DOUBLE JACK STUDS. . 1i . I I . TRU55/ RAFTER TO DOUBLE ° INTO"or WIDER - 3-8d PER SUPPORT " o TYPIGAL LSTA36 CEILING kEATHING 12. MIN.BEARING FOR JOISTS,BEAMS d STUD5 TO BE%". _ A - ,IR I I 1 ( PLATE INSTALLATION 16 O/G ° GYPSUM WALLBOARD 5d COOLERS 7"EDGE/10"FIELD 14. PROVIDE COLLAR BEAMS AT RAFTERS A51PER STATE 4 L N ALL FLOOR O AL COGDIES.(I6"o/c,®W-5" 5 D TA ( RE R EQUIVALENT) WALL SHEATHING 15. ROOFF FRAVE MING 15 FLOOR)DE516NED IN ACCORDANCE w,THE PROVISIONS OF GH.3 OF THE W.F.C.M. G GIRDER TO CONCRETE PIER DETAIL REFERENCE 3.48 STRUCTURAL PANELS 8d (5£E TABLE 3.11) SG/\L� I I/211=I ISO II �I'� . 5/6"d' X 31-2" LONG LAG BOLTS NR R ®6 I S STRAP PP AROUND'TUFIBERBOARD 16ANEL5 bd 3°EDGE/b"FIELD I6. PAIRALLAM,MIGROLIAM OR LWOOD STRUCTURAL MEMBERS TO$E AS MANUFACTURED BY TJI (El�YE OF 8001=, Y�INDOWS I`LOOR) I'=1' 5 EDITION. I _011 1 1J ;•: 1 _ " CORP.OR APPROVED EQUAL_ - ,- r 25/32' 8d 3 EDGE/6' FIELD . . `�8"� ANCHOR BOLT®36"O/G ,., I7. MATERIAL FOR STRUCTURAL MEMBERS 15 TO BE IDENTIFIED IN AGGORDANGE w/R502.1 �rt='fi: .;i` MATERIAL FOR LOAD ERG.5TUD5,PLATES,AND HEADERS ARE TO BE IDENTIFIED IN � GYPSUM HARDBOARD 'ARD COOLERS 7"EDGE 7 10"FIELD ACGORDANGE w/R602.1. 1 5TA36-1905 Lbs.UPLIFT �;�, •, (SIE TABLE 3.11) I8. STRUCTURAL FLOOR MEMBERS ARE NOT TO BE GUT,BORED,OR NOTCHED IN EXCESS OF THE IS GA.11/4°x36" k;_. .;„ PABTIGLE°BOARD PANELS ad (SEE TABLE 3.11) LIMITATIONS SPECIFIED IN FIG.R502.8.GUTS,NOTCHES,AND HOLES BORED IN ENGINEERED DIAGONAL BOARD SHEATHING . � ANCHOR BOLT:DETAIL IWV or I"x8" 2-8d PER SUPPORT WOOD PRODUCTS ARE NOT PERMITTED UNLESS THE EFFECTS OF SUCH PENETRATIONS ARE I°xl0"or HIDER 3-8d PER SUPPORT S1UD SPECIFICALLY DRILLING�NOTG IN AL50 TO COMP Y wM%860 6.(513=DETAIL)IN ACCORD ,ANCw/8502.82. 4�' TYPICAL UPHDB INSTALLATION FLOOR SHEATHING 19. IN ACCORDANCE w/SECTION 8312.1,REQUIRED GUARDS FOR HANDRAILS ARE TO HAVE ANGHOR BOLT-TO-PLATE GAPS THAT DO NOT ALLOW PASSAGE OF A 4"O SPHERE I"OR LESS 8d b"EDGE/12"FIELD 20.STAIR TREADS SHALL BE I Y4"THICK CLEAR OAK,UNLESS NOTED. ROOF 411 VENT STACK THRU ROOF -TO-STUD GONNEGTI ON GREATER THAN I" IOd 6"EDGE/6"FIELD 21. INTERIOR TRIM SHALL BE CLEAR MATERIAL UNLESS OTHERWISE NOTED. �2�4" DIAGONAL E30ARD SHEATHING 22.WALL d CEILING FINISHES ARE TO HAVE A FLAME SPREAD CLASSIFICATION NOT GREATER J/� SHEAR WALLS ONLY- I"xb°or I"x8" 2-8d PER SUPPORT THAN 200 d A SMOKE DEVELOPED INDEX NOT GREATER THAN 450,IN AGGORDANGE w/ ROOF 4" VENT 5TAGK THRU ROOF - (SLAB ON GRADE,ETC) I"xl0"or HIDER 3-8d PER SUPPORT R31b5. . UPHD8-3 00 NAILING REQUIREMENT5 ARE BASEDA� ON WALL 5HEATHING WILED 6 ON-.(, AT e " a ,3 lbs.UPLIFT TER THE PANEL EDGE. 23.ALL CLOSET SHELVES TO BE / xl2"CLEAR PINE UNL.E55 OTHERWISE NOTED. IF WALL SHEATHING IS NAILED 3"ONG£NTER AT THE PANEL. TO OBTAIN HIGHER SHEER CAPACITIES, 24.PROVIDE Ku WOOD CLOTHES ROD IN ALL CLOSETS. (8)W53 WOOD 5GRF3^IS ' ' ,a"- 'NAILING R-OUIREMENT5 FOR STRUGURAL MEMBERS SHALL BE DOUBLED FOR CORNERS d f`: - OR ALTERNATE GONr1EGTORS,SUCH 25.CERAMIC,TILE SURFACES d INSTALLATION ARE TO COMPLY w/8702.4,OTHER FINISHES TO OPENINGS 6'-0"OR GREATER A``SHEAR PLATES,`THAI 1 BE U5137 TO MAINTAIN IN THE LOAD PATH. COMPLY w/R7o25,d 8702.6. TYPIGAL Y SHAG UPLIFT WHEN WALL SHEATHING IS CONTINUOUS OVER PER OT.MEMBERS,THE TABl1LAT£D NUMBER OF NAILS SHALL CONNECTION ® DENOTES LOCATION ON <`,, :' ,"• , B£PERMITTED TO B£R£DUGFJD TO I-Ibd NAIL PER FOOT. FOUNDATION PLAN ¢,'' `z�l,, _`, , , ' T D CONNECTIONTAe1 E 3.9A GEILI IST HSL.JOINT GONNEGTION ROOF I NG / SIDING NOTES TION INSTALLATION .Q p BOT®36"O G REQUIREMENTS FOR WIND REQUIREMENT5 FOR 3O P5F d 50 P5F ROOF LIVE LOAD 1. ROOF COVERING MATERIALS ARE TO COMPLY w/SECTIONS R902,8904,d 8905 AND ARE REQ.CAPACITY OF RIDGE TO BE IDENTIFIED ACCORDANCE w/R904.4.ROOF DRAINS ARE TO BE INSTALLED IN 7- - __ GIRDER TO S.S.P. COLUMN DETAIL W GIRDER TO S.S.P. COLUMN DETAIL '5' of ROOF GONNGETION(pLF)1"4 �� RAFTER REQUIRED NUMBER OF Ibd ACCORDANCE w/8903.4.DRAWING5 AND DETAILS TO BE SUBMITTED. - 1 �"'' _ - ,/ -T- ITCH 5PAN WINDSP£ED 5L OP£ SPAGfNG GOMP•ION NAILS PER Lit-JOINT SPLIGELxs.*,%6 2.ASPHALT SHINGLE UNDERLAYMENT 15 TO COMPLY w/SECTION R9052.3.SELF SEAL STRIPS I I --_ (FT) (INJI OF SPAN AND FASTENERS ARE TO COMPLY w/R9052.4 d R9052.5.DETAILS OF ASPHALT SHINGLE I ( ( 7 -- I 1 130(MPH) 140(MPH) - 11'�11 I I'�i� 4111 -I - 1 411 I/2", I 411 I/u O 12 24 36 12 24 36 ROOFING INSTALLATION ARE TO BE SUBMITTm.FOR ROOF SLOPES of 4/12, DOUBLE 4° (1�2" " 2 12 136 Ibq 3 6 01 5 q 13 UNDERLAYMENT 15 REQ'D. IN ACCORDANCE w/89052.7.THE REQV UNDERLAYMENT 15 TO . 1 I 11 1 II%2 Ib 182 226 16 . 4 8 12 6 12 17 CONFORM w/ASTMO226,TYPE I,OR A5TM D486g,TYPE I IN ACGORDANGE w/Rg05.2.3 I/2" LAV. 1 0 3:12 Iq2 5 10 14 7 14 21 (%2111 W I LAV. LAY. I G I 1 W ( yy ° ° 20 227 . 282 24 6 12 18 1 17 26 3.FOR ROOF SLOPES,ICE PROTECTION THAT CONSISTS OF AT LEAST 2 LAYERS OF I 24 272 339. UNDERLAYMENT CEMENTED TOGETHER,OR A SELF ADHESIVE POLYMER MODIFIED BITUMEN I ° ° ° 28 318 3q5 12 . 3 6 8 4 7 10 SHEET,15 TO BE USED d 15 TO EXTEND FROM THE EAVES EDGE TO 24"MIN.INSIDE THE I ( SH WER SHCbWER SH WER ITUB 2ND FL. o a O �/8" GALVANIZED 32 363 452 . 4:12 � 3 6 q 5 q 11 1b EXTERIOR WALL LINE OF THE BUILDING IN ACCORDANCE w/R9o5.2.7. . SHOWER I VF. � ff � czz:T= -_ LAG BOLTS (4) 12 113 139 24 5 9 13 I 15 Iq 4.FLASHING MATERIALS ARE TO BE CORROSION-RESISTANT AND INSTALLED IN AGGORDANGE ° I6 150 I86 12 3 4 6 3 6 8 w/R703.8.5,R403.2,d Rg05.2.8. 5.HOUSE WRAP MATERIAL OR WILDING FELT d IT'S INSTALLATION ARE TO COMPLY w/87032 42' 2u �� 2" �� a 2u 4" 2" 20 I88 232 Ib 3 5 7 4 7 II6.HEATHER RESISTANT SIDING ATTACHMENT AND MIN.THICKNESS ARE TO COMPLY w/4„ 21' 11 " 2 4 2 CONTINUOU5 WELD 24 226 279 Iq2 3 6 q 5 q 132 4 1'i.O. 117.0. 28 263 325 5'1224 4 6 11 16 8703.6 211 . 4„ GP.1. 32 301 372 12 33g 344 4 3 4, b INSULATION NOTES G.O.I 2117 12 88 Toa 7:12 Iq.2 3 4 6 3 8 5.5.P. GAPS - KLGG SERIES 16 118 146 4 3 8 4 1. ALL EXTERIOR WALLS,ROOF d FLOORS OVER UNCONDITIONED SPACES SHALL BE INSULATED. EDGE OF _ _ _ Mod4AIL5 ALL HOLES STANDARD BASE PLATES � GAPS 20 147 182 12 3 3 3 3 3 5 ALL INSULATION TO BE FIBERGLASS. FOIL FACE WITH FOIL ON WARM SIDE. CARE SHOULD BUILDING WALL - __ 24 177 21a 16 3 3 `} 3 54 6 2 BAGWSTICAI INSULT TO ATION TO BEAPOR BARRIER. PROVIDED IN WALL5,FLOORS AND CEILING AROUND ALL -I '--- -- 01:12 206 255 9 4 5 3 _ . __ r I i -- �-- -- T_ _ __ _ GIRDER/ P05T/ FOOTING CONN. RIDGE TO WALL CONNECTION 32 236 2012 12 3 3 3 3 3 4 3.PROVIDE PEtTER INSULATION AS PER CODE AT ALL FOUNDATION NLAI LS. ��-- u __f___ 1� 11 -- 7- � I „ I 411 . 111/211 I i o I I IV211 11 11 36 265 328 12:12 16 3 3 3 3 3 5 4.R VALUES ARE SHOWN SU SECTIONS. ' '1/2 IV2 4 141, I/2 I I �1 I/2 i u 4 4 IRDER 12 81 9q 24 3 3 5 3 5 '6( 5.M015TURE VAPOR RETARDERS ARE TO BE IN5TALLED ON THE WARM-IN-WINTER SIDE OF I I/2 I . 11/2 DOUBLE 5TUD 16 108 133 INSULATION IN ALL WALLS/FLOORS/ROOFS/CEILINGS IN ACCORDANCE w/SECTION 8318. LAV• LAV. 1 LAV. RIDGE 20 135 166 ILINb REQUIRI3�NT5 BE PI�zNITT>D TO eE 6.INDEX NOT TO FaCGFED 25 w/A SMOKE DEVELOPED INDEX NOT TO EXCEED 450.TESTING BI ET WG W WuGEn IF NAILS AGUNr,HED. 5 LAV• WG W WGI I I 24 162 Iqq 2 HHL JOINT GONNEGTTOALS ARE NOT REC>Zlll WARM RIDGE 15 METHODS MUST COMPLY w/ASTM E84 STD.ALL EXPOSED INSULATION ON ATTIC FLOORS 4 G.I. HOUSE TRAP D/W I5T FL. TYP I GAL SUH28R n ,I, 28 188 232 SUPPORTED BY A IDADBEARING WALL,LEADER OR RIDGE BEAM, ARE TO HAVE MIN.CRITICAL RADIANT FLUX OF 0.12 WATT/GMz.TESTING TO BE CARRIED OUT SHCbWER SHCJWER GG SERIFS COLUMN GAP 32 215 265 ° raErl IMLi2h1FDIAlE SUPPORT OF�}g RAFTER IS PROVIDED gY vI3RTtGA1 AS PER ASTM E970 SID.EXTERIOR INSULATING FINISH SYSTEM TO COMPLY w/703.6.3. INSTALLATION STRUf50RR1RLIN510.AL0IEONTR NGWE,0 THETABUtAT®FIBi WIy.'�OW /iL DO FIOd NAILS ALL HOLES I 36 242 2418 J01NT LONT�GTION 1 T5 SHALL BE PF72 HE TT o TO BE '`U/ J'� . . - ___ - F - � . . .�� �� ��. I 1 \� .Ibd NAIL5 INTO STUD5 ALL HOLE--• 12 76 014 PO ORIFI 1 Y TO TH REDLCITON IN SPAN. OR NOTF+G.�' 4" 211 2° 2 `I 4 OOD P05T I k IOd NAIL5 INTO RIDGE ALL HOLES Ib 102 125 4 ETQUIVAI eaT p1S1NEclloNs ARE REWIRED FOR CEILING JOIST 2° 2'i I �\ To GFJLING JOIST LAP SPLICES. TO EXISTING 11 11 „ . �1 211 411 IG.O. ° AU SERIES POST ANCHOR \. 20 127 156 ° WME,D �pINT GONNEGTION QUIREI�NTS DO NOT INCLUDE 1• ALL WINDOWS AND SLIDING 6LA,%DOOR5 TO BE VINYL GLAD WOOD NTH INSULATED 2 2 4 4 Y 24 153 187 TIE ADDITIO MIEIGHT OF LLE GEIL NG AS�Et�LY. '6LA55,SCREENS d LOCKS AS MANUFACTURED BY ANDERSEN OR APPROVED EQUAL I • TA&AATED INT CONNECTION REQUIRE IRR S ASSUME GBLING JOISTS OR SIZE-5 AND TYPES AS INDICATED ON PLANS.UNLESS OTHERWISE NOTED. SANITARY L� Jp G.O. G.O. 4u 4u o RADE \ I i 28 178 218 RAFT82 TIES ARE WGATED AT LLE BOTTOM OF THE ATfIG SPACE. 2.ALL EXTERIOR DOORS TO BE INSULATED METAL,A5 MANUFACTURED BY BENCHMARK, SYSTEM _11I y CEILING,Wj1575 OR RAFTER TIES ARE LOCATED HIWER IN TIE ATTIC SpAGE STANLEY OR EQUAL. SIZES AND TYPES A5 INDICATED ON PLANS. FULLY I`''.L RAFTERS 36 229 I NO ATTIC STORAGE IS A55UNFD AND THE TABULATED H�JOINT GOHI�GITON ? r7�/ � I,`;,::- GONGRETE FOOTING �I REQUIREMENTS SHALL INGRFASEb 13Y TIME FOLLOWING FACTORS: WEATHER-5TRIPPED,LOCKS.UNLE55 OTHERWISE NOTED. 4" ANCHOR BOLT y CEILING HEIGHT/ ROOF R106E LE16HT I/2 I/3 1/4 E/5 !/b I/10 3.ALL INTERIOR DOORS TO BE Is/4"THICK,HOLLOW CORE,FLUSH BIRCH,U.O.N.ALL DOOR 4,1 411 - ­HEn 200 150 1.33 25 120 I.II JAMS AND BUGK5 TO BE CLEAR PINE. VENT I r . 3„ I,/2.1 - 411 �I 11 Ire°1 ALL CONDITIONS ARE .EXISTING UNLESS OTHERWISE NOTED SINK I LEGALIZATION OF EX I STING date: OS-25-22 W I V . . TUB GELLAR FIN. FL. GOND I T(ONS _ �r-Il A� 05-15-22 . FOR Har® I d E. 6ebhard � ` �ovE. Qsq �y drawn by: 4.. 211 2 . Architect i . f."41. ,: 11 MRS. ELISE MARTI NO `� • ", '`�' � DIANA GOMEz ,� 211 1 G.O. �P>-7 HILLOCK .LANE 363 North Wel(wood Avenue ,,�� � S �4t .7 11 211 MATTITUCK, N.Y. ° SUMP PUMP Lindenhurst, N.Y: 1175 �\•� " � fob no: 4 S.G.T.M. No. 1000-112-01-008.004 631-226-3-708 . X219 �� 02022-O-1-M FAX 226-3088 ;< Ew .�o -" I � . . SECTIONS, DETAILS l$ HEGARGH�YAHOO.GOM -r,,, •.... dwg no: �LU1�511 6 1SER N:T.S. PLUMBING RISER