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HomeMy WebLinkAbout52084-Z �o'�OF SOUryo`o Town of Southold * * P.O. Box 1179 c 53095 Main Rd �Zy�ourm 4 Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 46502 Date: 09/17/2025 THIS CERTIFIES that the building ACCESSORY Location of Property: 105 Goose Creek Ln Ext Southold, NY 11971 Sec/Block/Lot: 77.-3-25.1 Conforms substantially to the Application for Building Permit heretofore,filed in this office dated: 03/08/2024 Pursuant to which Building Permit No. 52084 and dated: 07/09/2025 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 shed as applied for. The certificate is issued to: Philip Wasilausky ,Barbara Wasilausky Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: ELECTRICAL CERTIFICATE: PLUMBERS CERTIFICATION: "**�y w0wa A horize ignature ofsoUTyo TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE ���r�ouxTr.a�'a 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#: 52084 Date: 07/09/2025 Permission is hereby granted to: Philip J Wasilausky 575 Goose Creek Ln Southold, NY 11971 To: construct accessory shed as applied for. Premises Located at: 105 Goose Creek Ln Ext, Southold, NY 11971 SCTM#77.-3-25.1 Pursuant to application dated 03/08/2024 and approved by the Building Inspector. To expire on 07/09/2027. Contractors: Required Inspections: FOOTING/REBAR, FOUNDATION 1ST, FRAMING/STRAPPING , PLUMBING, ELECTRICAL- ROUGH, ELECTRICAL- FINAL, DRAINAGE, FINAL, Fees: Accessory-New Structure $245.00 CO Accessory $100.00 Total $345.00 — -- ---- -------- wilding Inspector / OF SO UTyo� 90 # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [YI'FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE-RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: As 'P[A vi• 0 cr o DATE INSPECTOR ---7- FIELD INSPECTION REPORT DATE--7 COMMENTS FOUNDATION (1ST) ........... ------------------------------------ --- ------------ ------ FOUNDATION (2ND) ROUGH FRAMING & Q PLUMBING .......... ........ INSULATION PER N. Y. ------ STATE ENERGY CODE ------- --- ----------- FINAL ADDITIONALCOYMENTS 0 ;u ---- - - -- ............. C73 ------ ---- -- ------------ --------- ................ ----------- g1yfFOt o� TOWN OF SOUTHOLD—BUILDING DEPARTMEN Town Hall Annex 54375 Main Road P. O. Box 1119 Southold,NY 1 -0959 oy • Telephone(631) 765-1802 Fax(631) 765-9502 https://www.southol 0 2025 Date RIP14&ffing Department APPLICATION FOR BUILDING PERMIT Town of Southold For Office Use Only PERMIT NO. l/ Building Inspector: MAR — 8 Applications and forms must be filled out rn their entirety Incomplete snc�4 applications wrl{not be accepted:j Where the Apphcant is not the owner,an �;v SOW?-kq;d Owner's Authoriiat"form(Page 2)shall be completed.y Date: OWNERS)OF PROPERTY: me: P�t i1 i� d- I3�rloa�� t SCTM#1000- 7 7—©3 Na Project Address: 57.S— 6;0o.Se Cree* Phone#: C,3 _ 2-0 —cf06t Email: °�i�7�waS,lAa�k� p-- yaeceo. C.a1,, 7 Mailing Address: gym 1��se Cr---ek Gcu-el X-ak ILA C' CONTACT,PERSON: Name: Fl.r t.r/ ` Mailing Address: J" 7S' �ro©S2 Cy"e-e(c La1.,e_ S o L,,4-4 oq Phone#: (3( . z6/— 34-06?4 Email: PA,'/11y u/c1Sr�quf/C _�yal� _C°� DESIGN PROFESSIONAL INFORMATION,, Name: /.�?l��cv[kt�r l�:a ._✓!e eP'r'ta_ f�2 S_^ __ /,G- _LOGt.�S_.S C�.P.✓txY_ Z-. Mailing Address: Phone#: C6 3/ 8'3 q ctg atZt Email: CONTRACTOR INFORMATION: ` Name: Mailing Address: �S.S' wi��C �1�e��___ � _- •, '�i. �y/�S-2_ Phone#: Gil— �6,5'=,�0!Z0.,.._- Email: /f/yS�LiecQ�p��`'�r� DESCRIPTION OF PROPOSED CONSTRUCTION , ew Structure ❑Addition ❑Alteration ❑Repa' ❑Demolition Estimated Cost of Project: ❑Other $ 2_y_ �l6 7 Will the lot be re-graded? ❑Yes C9lo Will excess fill be removed from premises? ❑Yes RNo 1 PROPERTY INFORMATION Existing use of property: Intended use of property: Zone or use district in which premises is situated: Are there any covenaZo d restrictions with respect to this property? ❑Yes IF YES, PROVIDE A COPY. ❑ Check Box After Reading: The owner/contractor/design professional Is responsible for all drainage and storm water issues as 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 By(print name): Ph;l� - �,('1441 r ❑Authorized Agent Owner Signature of Applicant: C� / Date:� 3�g�z CONNIE-CF U OR Notary Public,State of Now York STATE OF NEW YORK) No.OIBU6186060 SS: Qualifled'in Suffolk County COUNTY OF sccWof'k Commission Expires April 14,2�� ) being duly sworn, deposes and says that.(*jhp:is the,applicant (Name of individual signing contract)abQd named, (S)he is the (Contractor,Agent, Corporate Officer,etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/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 � ay of V� 1 ,2013a Notary Public PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) I, residing at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name 2 Nunemaker, Amanda From: Glew, Claire Sent: Tuesday, February 18, 2025 3:04 PM To: Bunch, Connie; Fuentes, Kim; Kreshon, Catherine; Lanza, Heather; McCullough, Lillian; Michaelis,Jessica; Nunemaker,Amanda; Sakarellos, Elizabeth;Westermann, Donna Subject: Merged parcels on Municity Good morning, am sending all new number changes to all departments even if your department didn't have any information that needed to be moved. The parcels below have been merged: 77.-3-22.2 & 25 — Deleted 77.-3-25.1 New Parcel I have bulk moved everything to the new parcel ( except ZBA) I have also made a note in the comment section. Please review to make sure all is correct. Thank you. Claire,4 U w- Assistant to Assessor Town of Southold Board of Assessors (631)765-1937 (0) (631)765-1356 (F) www.southoldtownny.gov claireg@southoldtownny.gov 1 SURVEY OF PROPERTY AT BA YVIE TOWN OF SOUTHOLD o o SUFFOLK COUNTY, NEW YORK o n 1000-77-03-25 z J 1000-77-03 22.2 SCALE: V--20' DEC. 21, 2000 119 .� ''� FEBRUARY 8, 2016 REBAR SET S72 ZS, APRIL 12, 2016 (PROP. GARAGE) F x 0''E AUGUST 4, 2016 (LOT COVERAGE) °� � GARDEN k K PTl �vF DECEMBER 12, 2016 (REVISIONS) N '� GE GEC,ER JUNE 15, 2017 (RIGHT OF WAY ABANDONMENT) ER NOVEMBER 16, 2024 (SURVEY , PROPOSED GARAGE) — IAN MARCH 5, 2024 (PROP. LOT MERGER CALCULATIONS) 3y3. GARDEN � �-a�OPE-RT -�-•. ' Y SINE STAKES S fT - 57 0 W RA RR CURD \ 169.0S, \ lcvNC 7�2530 E "00, SAD ~ A s P R / H \ O1? k� EggR SE Q� l Q' � V E Wr R'�'• k k 0 O D�. C ti n02 R p T A Y CUR + � �Pp04 149. . 49,00. J FIC TER � r � \� � � V �.c/ .�JZJNK O PAVER +M~' l� P Jp ' ✓l vW Q c'?6, �O e o 31 lU Igo, Qe 4e t?y V O \X X .00 RET ti \ 48.6. J k AI^g O T N73+0 PIP ~yA� NG �A<< 0O toL k J.l• E IN ENC ) J 4C FS \��,E 4p , 'loop PAST A ram, wT O Dy �� TICE ~ GpAVE� r/CI �C kig4K �JND wDD t p 9 N I.'E(4 h� TAJNING I✓ACL . M F X FE. T. N/01 GRq VET DRIV l9 IF PIPE kip�OUGL- 5 EwAr Asa 8 X Mo co® = MONUMENT EL INE SEND ENDELL 4 I,w sec N ELL. _ ;cvoAREA LOT 1000-77-03-25 =14,490 S.F. .r AREA LOT 1000-77-03-22.2 =7.033 S.F. COMBINED (LOTS 25 & 22.2 MERGED) AREA=21,523 S.F. NORTH � .Y.5. LIG. NO. 49615 OF 5EGT I ONT 20 OR F ADDITION INEW TYORK 15TATEVEY EDUCATION OLAW ON ��l rl p Ji' ROADPEC ON I G 5U EYOR5, P.G. EEREO A5 P VAL5EC T I O T�9 MAP�D I VDI5 I OP 12. ALL C ER I F I C A i ON5 f 6311 765-5020 FAX (631) 765-1797 909 SAID MAP OR GOPIE5 GEAR THE IMPRE55ED SEAL OF THE 5URVEYOR P.O. TR EL WHOSE SIGNATURE APPEARS HEREON. 1230 TRAVELER STREET SOUTHOLD, N.Y. 11971 00-330 SURVEY OF PROPERTY AT BA YVIEW TOWN OF SOUTHOLD o SUFFOLK COUNTY, NEW YORK `` 4,` 0 1000-77-03 25 r� 1000-77-03-22.2 z ac SCALE: 1'--20' "o 2000 FEBRUARY 8, 2016 REBAR SET S72 25,3 APRIL 12, 2016 (PROP. GARAGE) I / 0'�E AUGUST 4, 2016 (LOT COVERAGE) 4 FEfi�D " PTHLE NF DECEMBER 12, 2016 (REVISIONS) N / ALf- 7GEGER JUNE 15, 2017 (RIGHT OF WAY ABANDONMENT) qj ER NOVEMBER 16, 2024 (SURVEY , PROPOSED GARAGE) 3g3. GARBF"� � �-pROpE-R �" TY GI"f STAKES SET � P R, s9.0 5, N'??s30 W AOg4 fIj , R TIFC�/pg -1000, EgA h, x� SET l 4 IL O pp aw � w A R rj c� k 0, � �e Q q rE CURB o N• F-X15TIN& LOT COVERAGE TOTAL LOT AREA 21,523 5Q. FT. FOpER v 14�100. J c r Y HOU5E + PORCH = 2571 5Q.FT. V 4l v s3 !yA 4zlv Q 9 REAR DECK = 192 5Q.FT. POOL = 674 5Q.FT. 4i 3437 5Q.FT. ►� W f20, �36 z 00 3437/21523= 16.0% o :3 PROP05ED LOT CMERAGE TOTAL LOT AREA 21,523 5Q. FT. � HOUSE + PORCH 2571 5Q.FT. 7 f a ,� REAR DECK 192 5Q.FT. flg ce 4Q ,. 2q- �, VO POOL = 674 5Q.FT. �x x 20.00, ° ti �\ -le O PROPO5ED GARAGE = 280 5Q.FT. ~ 49 6' A J ~ 3717 5Q.FT. r "1 O RE I "G ti a N�3• s �pl 14ZA, �AGC ti h 01 00 FF It 3717/21523= 17.27. 00 0 �4 o � A B p Sr TrC��1j\I� GRAVEL �� ABC D I✓g4K t✓p00 RET O,qH k'fG4�p Ff M fSN � NIO GRAY fG DRIV f S /F EwA r x f E Co ® MONUMENT kjo�IIy OVG-As � 168,84, w 4 °MAN E � Ery/�EL f 2s AREA LOT 1000-77-03-25 =14,490 S.F. ry AREA LOT 1000-77-03-22.2 =7.033 S.F. n � � COMBINED (LOTS 25 & 22.2 MERGED) AREA=21,523 SE �rr . ANY ALTERATION OR ADDITION TO TH 15 SURVEY 15 A VIOLATION 1 O l H .�A l rl OF 5ECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. i/ Y.5. L I G. NO. 49618 �Q�D PEGONIG VEYOR5, P.G. EXCEPT A5 PER 5EGT I ON 7209-5UDD I V 15 I ON 2. ALL CEKT I F I GAT I ONS (631) 765- 20 FAX (631) 765-1797 HEREON ARE VALID FOR TH15 MAP AND COPIE5 THEREOF ONLY IF 5AID MAP OR COPIE5 DEAR THE IMPKE55ED SEAL OF THE SURVEYOR P.O. SOX 909 WH05E SIGNATURE APPEAK5 HEREON. �M TRAVELER ;TREET 00-330 I SURVEY OF PROPERTY AT BA YVIEW TOWN OF SO UTHOLD n eVT TT7"/1 T TT ev^T T71 TM'T r 71 r"T/T 0 V 1'J' l/.LL'1 U l./U 1 V J 1 .. 1 V L' II 1 Vl L." aC �OF , L>II'2 o � 1000-77-03-25.1 z J SCALE. 1'20' DEC. 21, 2000 U� FEBRUARY 8, 2016 APRIL 12, 2016 (PROP. GARAGE) AUGUST 4, 2016 (LOT COVERAGE) F0" DECEMBER 12, 2016 (REVISIONS) fND KATNLN/0/F JUNE 15. 2017 (RIGHT OF WAY ABANDONMENT) i� JVL GE�'EGER NOVEMBER 16, 2024 (SURVEY , PROPOSED GARAGE) N E'ER MARCH 5, 2024 (PROP. LOT MERGER CALCULA TIONS) BfGgPDfN APRIL 23, 2025 (Revisions) 363• MfVfjJ�� PRp'�pSE h Y CrN f STgK fS SfT GARAG D RR T 169,05, E r 2p0, ( f CUPB ° A C£NC, SCAB nx\X R �A,/ k RR w A Y R. TI BUJ EX 15T I NCB LOT GOVERA&E O an Tr£ CO. � � �� TOTAL LOT AREA 2L523 5Q. FT. Q q B .N �2I HOU5E + PORCH = 2571 5Q.FT. 0 00 J REAR DECK = 192 5Q.FT. Jdo FrCTEp �6� o ��� POOL = 674 5Q.FT. to 3437 5Q.FT. 3437/21523= 16.0% Lu 0 PROPOSED LOT GOVERA&E = j�o 6 a ,V► TOTAL LOT AREA 21,523 5Q. FT. HOU5E + PORCH 2571 5Q.FT. REAR DECK = 192 5Q.FT. _ POOL = 674 5Q.FT. 1 ,� ,� � OJ PROPOSED C7ARAC-7E 240 5Q.FT. ° 1 Leo Qe Qe � �4. \ U O 3677 5Q.FT. 49 Y 3677/21523= 17.1% s OJ Z �k `\ RETAINING �L a N7 p x �!1AIN I✓gCC ti 0 3 01,001, ,F£rP£\ Vic~ 0, J 4e 4 £ST g C gTICE \"� fC b'ACK �✓rNrj k'£44 Q wgCC M r,SN p \x =� N/O/F QO 3 M,gpELINE L,qs SEND . ELL N�o _ PIPE s N. Y.S. LIC. NO. 49618 e MONUMENT S. LIC. N0. 051132-01 ANOR7, PECONI C FL OD CER TIFI CA TE SOLUTIONS ANY ALTERATION OR ADDITION TO TH 15 SURVEY 15 A VIOLATION BA YVIE)r RQ�,a (631) 76 5020, (631) 989—9174 OF 5ECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. Email: peconicfcs@gmail.com EXCEPT A5 PER 5ECT I ON 7209-5U6D I V 151 ON 2. ALL CERT I F I GAT I ONS p econ icsurvey@op tonlin e.n e t HEREON ARE VALID FOR TH 15 MAP AND GOP I E5 THEREOF ONLY IF SAID MAP OR COPIE5 GEAR THE IMPRESSED SEAL OF THE SURVEYOR TOTAL AREA= 21,523 SO. FT. P.O. BOX 909 00-330 WH05E 51(vNATURE APPEARS HEREON. SOUTHOLD, N. Y. 11971 I /A 1)a BUILDINO PERARTtIEENT PAT : 00 IT ABBREVIATIONS Classification/Floor Area 00 Floor Level Existing Proposal Total ACQ ALKALINE COPPER QUATERNARY LVL LAMINATED VENEER LUMBER ACT ACOUSTICAL TILE MAX MAXIMUM -> Cellar (Finished) O O O J � 9 AL ALUMINUM MIN MINIMUM ALT ALTERNATE MRB MARBLE575 SE f< E 1st Floor O O O p AFF ABOVE FIRST FLOOR ME MARBLE SADDLE __ � m 2nd Floor O O O ASF ABOVE 5UBFLOOR MTL METAL A.S. ALUMINUM SADDLE NA NOT APPLICABLE L7 (t Q u- Total O O O $ w A.P.B. ANTHONY POWER BEAM NIC NOT IN CONTRACT O B.G. BRICK COURSES NOM NOMINAL O Garage BD BOARD NR NOT REQUIRED M NTS NOT TO SCALE BOT BOTTOM LLL Q Front Porch O O O ; SLDG BUILDING OC ON CENTER CBB CEMENT BACKER BOARD OCG OCCUPANT(S) N : K LA Rear Porch o O O �V OH OVERHANGUTH :. CL CLOSET FDecks O O O CLG CEILING PART. PARTITION w� CLR CLEAR(ANCE) PG POURED CONCRETE COL COLUMN PT POINT CONC CONCRETE PKT POCKET CMU CONCRETE MASONRY UNIT RAID RADIUS CT COLLAR TIE REQ. REQUIRED Z 0 CJ CEILING JOIST REV REVISIONS) CANT CANTILEVER RM ROOM CMD CARBON MONOXIDE DETECTOR RR ROOF RAFTER r, I� D LLD DIA DIAMETER R/R REMOVE AND REPLACE U- Q � DIMENSION SEC SECTION _ z O O DIM R SF SQUARE FEET 12'-O" JUL 9 2025 O DR DOOR DTL DETAIL SIM SIMILAR 12_p 12"Overhang w DWG DRAWING SQ SQUARE (jo. bo:�'.:{Jo:: Oeu.Q';;::O:ol°" Q°:::.6o:naQ . ::O:a.g::(�d.:Oa;o.aQ6::::0.6oa(J4.. 0`�n:oQd '�`o:° (IIIC�Il7(� (�f' Ctt J NY o ° oao qao. Qflo: s 400. A_.o flo ao DN DOWN STL STEEL a Qoo: o oa a po. o.o Poo:12-0o a'.Qo�o a Qoo:a oo o Qo' n�'�it °°° o a °°° °°° o a °°° a °°° °°° Town of-Southold EA EACH 5D SMOKE DETECTOR o:° "o'_ o-°: o: o o. o o.P o; o:P. o o.P o: o-°, o: O Oo: O6. ..O.�p. ..:Qo 00.:::.� Oo:..0 Oo:...�..00... Oo .. EL ELEVATION ETD STANDARD Q4 :.°.a oQo :0°;ntr(Jb.,.o:d.n.o(Jo '.Oana�o:_:O:a:ntiQd -`Oon.�(J4'.-O:o;n.a(Jo. Oa.oq(Ja..00;n EQ EQUAL TC TOP OF CURB 12"OverhangD ( R301,2.1,1 (2020 Residential Code of New York State) oo a Q9: _ o°ooy�oa o4. °o o u'o a Treated 4 x 4 do_o o- EX EXISTING TEL TELEPHONE o.-:.�:; ..:. .oQ o n�oo o.o. 0 000 0�0 0 Z EXH EXHAUST THK THICKNESS Qo:oo.n:::(ja a;o;o.:�jo..::o:a;o. bl Construction in regions where the basic wind speeds 3 N I Design Criteria TOE TOP OF SLAB EXT EXTERIOR exceed from Figure R301.2(4) equal or exceed EF EXHAUST FAN TX TOILET EXHAUST �`�o:a.�:: o?.Q::�; o:a pOU°Oo�:° °OopDO°O. m = Z EW EGRESS WINDOW TXF TOILET EXHAUST FAN ,.b;a.n:(ja o e n:.�jZs..o,a n N 130 miles per hour shall be designed in accordance FC FIRE GODS TYP TYPICAL o..Qo' a a. o" o:a: Qo: z with one o the following: FD FLOOR DRAIN TEM TEMPORED o a �� � ° Plans have been designed �j. .. �. FIN FINISHED) TEMP TEMPORARY �o ,.0;d;n.q{�o � o;eo.ago;..o,on in accordance with: 2020 New York State Residential Code � FLR FLOORING) UON UNLESS OTHERWISE NOTED o: o...a Qo. as o-°.oCf�o Z FPSG FIRE PROOF SELF CLOSING VIF VERIFY IN FIELD b'.'vo:A.Q c0 4Q:a_.Y"o'Q I 2 x 4 Roof Trusses @ 16 OC oo,.:.a ...00 o: o0 0_ O FT FOOT(FEET) WC WATER CLOSET a�oO :a, Treated 4 x 4 o;a : ;04 0. CLIMATIC GEOGRAPHIC DESIGN CRITERIA: �: °. Q. (Table R301.2(1) U FJ FLOOR JOIST WR WATER RE515TANT °a:epo:. o:°a.o x o:. o,.:x..e[�o. O o-..:. o a Wind Exposure Category: B (� GA GAUGE o Q °Oo o O 0 00.Oo p_D.. 0 00 0°�0 0 cv Ground Snow Load: 20 PSF GALV GALVANIZED 0 OR GROUND FAULT INTERRUPT GL GLASS �o 0. `p.6, I I O n 3 Wind Speed: 130 mph 3 sec Gust o_o °:O000. pp'.O 1110 fastest mile GWB GYPSUM WALL BOARD {jo .O a n.a:(go Treated 4 x 4 A:... Special Wind Region: NO w O HC HOLLOW CORE °d.. o: o°d.. o a..�o 0'`:: HDW HARDWARE �.O Q..�:' v Qo:a. :°: 0:4 I I Windborne Debris Zone: NO U ° .O.oa. Oo°.O°O. � HM HOLLOW METAL 66 oan::.yjo.. 0 000:.�a..oa.n �, Seismic Design Category C Z � a:.o. oafl:o l9 o:. g°00'(�0" 2268 EXT ^ HOR HORIZONTAL e �g a:Q.` :a.'. lA I--I w 0 HP HIGH POINT AP VED A NOTED o-°'a�° o U Oo:Q Oo: O.a., O a HT HEIGHT JS'Q'f� o .a::..o::: a, Treated 4 x 4 o::.n : a.:...o n. DA B.P.# UU ( 4. Q Q. I I E Weathering Severe ►�+ F--� ' 4 .a.. z o.. o:.: o oo. �o. HVAC HEATING/VENTILATION/AIR CONDITION a.Qo..o..:a:. Frost Line Depth: 36 inches IN INCH FEE c s�� BY: INT INTERIOR NOTIFY BUILDING DEPAI�T� � AT ° Oo� °O'o°: °d_ 2 2268 DOOR + :':�o;n"a. W O;:.n.. o:..0. S"Stone Base ( ) Termite Infestation: Moderate to Heavy /� U INv INVERT 631-765-1802 8AM i^ �tP�J; 0 THE + r� Decay Probability: Slight to Moderate 1� 0 0, o qo o.'.. n a:.Vo.afa_.a.. N o`>fo.o..Vo.aF JT JOINT FOLLOWING WSPEC►(L,'^,: ° °° , ° ~ O°Q_�_:°.6 0 3 o U KIT KITCHEN 1. FOUNDATION-TVA 0 REQU °°O°Oo° Qo�:°��O. O Treated 4 x 4 I lJl v' a_ o.':.n,._a_... o'k`p'flo�.Qo� Winter Design Temperature: 15 W LAV LAVATORY FOR P(l'+rltr ^G?F� °a °:oo:?aa.00..op:•:a.aao.,op.ao0o.o,0.:°00 a_:° o_:. o o o4a o°° °a o°° 2. Ro,,- a.0... �.oUoo,� .d LU G ° o 0 0 ° °�' O:. Qo:P" O:Q.p°:°QoO�°:P�o:QOa:°.�°��0a.��0';'O�a:°: O: �:�:��°:OP������_O. ►�-1 t' Ice Shield Underlayment Required Valleys and Perimeter 3. INSULATIO! Qo�o.d� �Qb.n (Ja o;.n pd -o°n ( �a 0 n:y�o�0: �o oa:° qa oao: Roof plan Exempt U O a o oA o no o qo ° q�18' o }°fl:.o 4� o q6:. qa o Flood Hazard 4. FINAL-CC TratlCTt01!��. �► 0 oo.0aa 0000:. 0000 ca�oQ:_.e co0o:.,.00 o�oo °.O°a. o°O°a Air Freezing Index 599 U BE CO - OR C.O. o ° 9 ALL CONo,. . Foundation plan Mean Annual Temp 51 L/1 kn `'-- SHALL ,� THE REQUIREhh" i1iECODES NEW Floor plan YORK ST17 ':'= MIN. DESIGN PRESSURE DID RATING: _SPONSI FOR DESIGN OF; �;,v,�',1 ON ERR R$ wndows ZONE 4 DP 25 H Doors nl ZONE 5 DP 30 x COMPLY WITH ALL C DES OF NEW YORK STATE&TO 'N CODES ry o ZONE 1 DP 25 U AS REQUIRED AND CO ITIONS OF m ZONE 2 DP 30 w p SOUTHOLDT JN _BA s ZONE 3 DP 30 Q cv ZONE 1 DP 20 SOUTHO i01"dN LANNING BOARD ZONE 2 DP 45 Sm" TOV.N USTEES Legend KY.S. CC ❑ El ■ ZONE 3 DP 45 SO IiOLDHPC one Diagram : Existing Walls to Remain 0 � - Existing Walls to be Removed - - - - - - - VV New Walls and Partitions © 0CC �� C � a �_ � '_ ..T- 1• - � t Insulation 7A I 'R�.'b'`. "��1 L = p � � i 1 N 1 .i 1 'I f wT �Gahf a Int+ rior a.. . Cn Door � �. OXON 1 � Right Elevation Leff- Elevation Edge � Zone Zone Zone Window Minimum Uniform) Distributed Live Loads: Table R301.5 m Structural Beam - 4 RETAIN STORM WA RUNOFF USE LIVE LOAD DEAD LOAD d Outlet : PURSUANT TO CHAPT R 236 Decks Exterior Balconies 40 psf 10 psf N OF THE TOWN CODE. Passenger Vehicle Garages 40 psf 10 psf `t w GFI Outlet �GFi ATTICS Habitable or w/Fixed Stairs 30 psf 10 psf Asphalt Shingles over 15# Felt over 1/2" CDX Plywood Sheathing 12 12 ATTICS without Storage 10 psf 10 psf C7 ¢ as Switch ] CQ over 2"x 4 Gusseted Roof Trusses 6 00 ATTICS with Storage 20 psf 10 psf z Q Q z O Ceiling Fixture All exterior lightling "Simpson" H2A at All 12 6.00 ROOMS other than Sleeping Rooms 40 psf 10 psf w Q 3 ¢x Sleeping Rooms 30 psf 10 psf v Q C v Installed,replae i or New Rafters SCALE: Exterior Fixture repaired shall co Orm (See Detail) 6.00 Stairs 40 psf 10 psf Guards and Handrails 200 psf 10 psf 1/4" to Chapter 17 ; Guards in-fill components 50 psf 10 psf Smoke Detector G of the Town Co. e = p p P ��,o E Fire escapes 40 psf 10 psf ALLOWABLE DEFLECTION: CO Detector (2) 2 x 4 Plate rl D A Table R301.7 � y° t 0 (2) 2 x 4 Plate � O Structural Member Allowable Deflection 'y Vent ® E EC i"'RICAI, T-111 Siding over 2"x 4"studs @ y �141 ��ri n�l� REQUIRED 16"O.C.w/R-15 Batt Insul Q Rafters having slopes greater than 3/12 with no f nished `f'�`� 77006 Vent/Light n,t `Q 5/8 Ply Floor V a D a ceiling attached to rafters L/180 A��FESSI4NP\' Treated 2 x 4 � Interior Walls and Partitions H/180 DWG. NAME: Ceiling Fan (� FJ @ 16 OC Treated 2 x 4 Plate Floors L/360 GOB /C Ceilings w/brittle finishes(including plaster and stucco) H/360 V G - 4--7 N 71 N N 7 N N Front Elevation Ceilings w/flexible finishes(including gypsum board) L/240 SHEET Rear Elevation All other Structural Members L/240 Treated 2x4 @ 16 OC Treated 4 x 4 Exterior Walls w/plaster or stucco L/360 DWG. NO.: A H ra"Stone Base Section Exterior Walls-Wind Loods(a)w/Brittle Finishes L/240 Exterior Walls-Wind Loods(a)w/Flexible Finishes L/120 Lintels supporting masonry veneer walls L/600 cowl a. The Wind Load shall be permitted to be taken as 0.7 times the Component and Cladding loads for the purpose of the determining deflection limits herein PAGE 1 OF 2 `711- 00 TABLE R402.2 MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE RIDGE STRAP DETAIL TYP WALL/WI N DOW All R S EAL IT GENERAL NOTES FIRE/SMOKE DETECTION GIRDER TO S.S.P. COLUMN C, TYPE OR LOCATION OF CONCRETE CONSTRUCTION a.ALL CONSTRUCTION TO CONFORM TO ALL STATE AND LOCAL CODES. a. I INSTALL SMOKE&CARBON MONOXIDE DETECTORS AS SHOWN ON PLAN. MINIMUM SPECIFIED COMPRESSIVE INSTALLATION @ 16"O/C 0`00 I THESE DRAWINGS DO NOT INCLUDE COMPONENTS NECESSARY FOR CONSTRUCTION SAFETY. b. SINGLE& MULTIPLE STATION SMOKE ALARMS ARE ALSO TO BE INSTALLED IN CELLAR AND SHALL STRENGTH.(fc) LSTA24- 980 lbs. UPLIFT CONTRACTORS ARE SOLELY RESPONSIBLE FOR SUCH COMPONENTS. BE INTERCONNECTED SO THAT THE ACTUATION OF ONE ALARM WILL ACTUATE ALL ALARMS, IN ° 0 - - M c. BUILDER TO OBTAIN CERTIFICATE OF OCCUPANCY(C.O.) ACCORDANCE W/R314. POWER SOURCE FOR SMOKE ALARM SYSTEM I$ TO COMPLY W/ R314. Weathering Potential b o d. BUILDER TO CARRY WORKMAN'S COMP. INS. IN AMOUNTS AS REQUIRED BY LAW. c. AT LEAST ONE CARBON MONOXIDE ALARM IS TO BE PROVIDED IN EACH DWELLING UNIT, IN THE Negligible Moderate Severe ° ° ° ° ° `/ e.ALL WORK SHALL BE FULLY GUARANTEED FOR ONE YEAR AFTER C.O. IS ISSUED. IMMEDIATE VICINITY OF BEDROOMS ON THE LOWEST FLOOR LEVEL.THE CARBON MONOXIDE Basement walls,foundations and other concrete not exposed to the weather ° 'Ao 'wry ° f. OWNER TO BE RESPONSIBLE FOR FINAL SURVEY AND COSTS AS REQUIRED BY BUILDING 2soo 2,soo 2,soot 'o ALARM IS TO COMPLY W/UL 2034 AND UL 217, AND IS TO BE INSTALLED AND MAINTAINED IN 9� GYPSUM BOARD AS AIR BARRIER ,'', . DEPARTMENT. ACCORDANCE w/ MANUFACTURER'S INSTRUCTIONS. Basement slabs and interior slabs on grade,except garage Hoar slabs 2,500 2,500 2,500a �P� ,. _8 g. ENGINEER HAS NOT BEEN RETAINED FOR ANY FIELD SUPERVISION OR INSPECTION. d. EXTERIOR WALLS& INTERIOR LOAD BEARING WALLS TO HAVE FIREBLOCKING Q� h. DRAWINGS ARE NOT TO BE SCALED BY CONTRACTOR. ANY DISCREPANCIES ON DRAWINGS ARE TO Easement thew+I'"w°IIs'"+`"iorw'IIs°"d°" r"`""I`°"`re` Ny S.S.P. CAPS- KLCC SERIES BE BROUGHT TO ENGINEER'S ATTENTION IMMEDIATELY PRIOR TO CONSTRUCTION. work exposed to the weather 2soo 3,000d 3,000d CONTINUOUS BEAD OF SEALANT t i.THIS ENGINEER HAS BEEN RETAINED FOR WORK SHOWN ON THIS DRAWING ONLY. ENGINEER IS NOT ELECTRICAL NOTES Porch",carport slobs and steps exposed to the weather,and garage floor slobs 2,500 3,000d 3,500e 16dNAILSALLHOLES { CONTINUO1 . US BEAD OF SEALANT a ' RESPONSIBLE FOR OTHER ALTERATIONS AND CONDITIONS. , j. DESIGN IN COMPLIANCE W/ 2020 RESIDENTIAL CODE OF NYS, 2020 ENERGY CONSERVATION CODE a. ALL WORK SHALL COMPLY WITH THE NATIONAL ELECTRICAL CODE AND LOCAL UTILITY CO. CONTINUOUS MINIMAL EXPANDING FOAM AT OF NYS,WFCM 2018& AISC/SEI F7-05 b. ON NEW WORK BASE BID ON 200 AMP SERVICE. For st:l bound per square inch=6.59skPa. TYPICAL FRAMED OPENING WINDOW PERIMETER c. ALL WIRING TO BE MIN. 14 AWG. �4• d.CONVENIENCE OUTLETS TO BE 18" A.F.F., UNLESS NOTED OTHERWISE. a.Strength h of 23 days psi. 3"NAILS METAL STRAP CAP �"•'� SITE NOTES e. PROVIDE GROUND FAULT INTERRUPTER OUTLETS AS PER CODE. b.see Table R3o,.2O for wea tiering Parental. AT 6"O.C. PLATE WINDOW UNIT AS AIR BARRIER • x ; OVER HEADER TOP ��a�" CONTINUOUS MINIMAL EXPANDING FOAM AT 9^*" f. ELECTRICAL CONTRACTOR TO PROVIDE HOOKUPS FOR HEATING AND AIR CONDITIONING SYSTEMS. a.Concrete in these locations that may be subject to freezin and thowing daring construction shall be air-erttrained concrete PLATE c, . '- a. PITCH GRADE AWAY FROM BUILDING. g. ELECTRICAL CONDUCTOR PENETRATIONS THROUGH BUILDING STRUCTURAL COMPONENTS MUST g WINDOW PERIMETER in accordance with Footnote d. FRAMING p, b. PROVIDE DRY WELLS AS REQUIRED. COMPLY w/SECT. E3402. d.Concrete shall be air-e„+rained.Total air torrent(percent by volume of concrete)shall be not less than 5 percent or more �� CLIPS 1' C. ALL TREES WITHIN 15' OF CONSTRUCTION TO BE PROTECTED. h. PROVIDE MAINTENANCE CLEARANCE AROUND CIRCUIT BOX, BOILER, ETC. SEE SECT. E3405. than r percent. I °, BOTH CONTINUOUS BEAD OF SEALANT .." r d.ANY LANDSCAPING DAMAGED BY CONSTRUCTION OPERATION i. ELECTRICAL CONTRACTOR TO COORDINATE WITH OTHER TRADES. FOR 2X6" SIDES e.See Section R402.2 for max;mum cementit c.s materials content. ' I", LINTEL °° "'. M'• SHALL BE REPLACED AS REQUIRED LINTEL "tx<r' f.For garage floors with a steel troweled frisk,reduction of the total air content(percent b USE SIX CONTINUOUS BEAD OF ADHESIVE ':.',.,...- *. e. ALL CURBS, SIDEWALKS, ETC. DAMAGED SHALL BE REPLACED. g g cp to notl less than nsi. than ATTIC EAVE AIR SEAL a"NAILS , ° MEMBERS 3 percent is permitted,f tte specified compressive strength of the concrete is increased to not less Phan 4,000 psi. ° ° EACH END, FOR 2 X e" °° TREATED EXCAVATION NOTES INSULATION NOTES INSTALL 1"RIGID INSULATION CUT TO FIT BETWEEN THE RAFTERS.FOAM TRIMMER 10- SEAL BOTH SIDES ALONG RAFTER WITH EXPANDING FOAM SEALANT. LINTEL °, sTu°s CONTINUOUS BEAD OF SEALANT 110 a. EXCAVATION CONTRACTOR TO EXCAVATE TRUE TO LINES AND GRADES DOWN TO a. ALL EXTERIOR WALLS ROOF& FLOORS OVER UNCONDITIONED SPACES SHALL BE TABLE R401.4.1 PRESUMPTIVE LOAD-BEARING VALUES OF FOUNDATION MATERIAL�2 MAINTAIN EQUAL VENT SPACE FOR LENGTH OF RIGID INSULATION USE EIGHT p SPECIFIED LEVELS. 3-NAILS b.ALL TOP SOIL TO BE STOCK PILED FOR FUTURE USE.ALL EXCAVATED GOOD INSULATED. ALL INSULATION TO BE FIBERGLASS. FOIL FACE WITH FOIL ON WARM EACH END SIDE. CARE SHOULD BE TAKEN NOT TO TEAR FOIL VAPOR BARRIER. CLASS OF MATERIAL LOAD-BEARING A° TREATED E- MATERIAL NEEDED FOR BACK FILL,TO BE STOCK PILED SEPARATELY, NOT NEEDED b.ACOUSTICAL INSULATION TO BE PROVIDED IN WALLS, FLOORS AND CEILING AROUND SILL PLATE rn �, MATERIAL AND UNACCEPTABLE MATERIAL TO BE LEGALLY REMOVED FROM SITE. ALL BATHROOMS AND MECHANICAL ROOMS. PRESSURE (pounds per square foNSTALL I"RIG Dot) 3"NAILS CONTINUOUS BEAD OF SEALANT Z c. BACK FILL SHALL BE PLACED IN 12" LIFTS& COMPACTED TO 95%OF MODIFIED Crystalline bedrock 12,000 INSULATION VERTICALLY �// AT 12"O.C. °p TREATED C) W C. PROVIDE PERIMETER INSULATION AS PER CODE AT ALL FOUNDATION WALLS. VENTED BOTTOM PLATE PROCTOR DENSITY. SHEATHING CONNECT INSULATING , AIRSPACE ° Q W Sedimentary and foliated rock 4 000 FULL- � � d. R-VALUES ARE SHOWN ON SECTIONS. ' SHEATHING TO RIGID � ATTIC METALdoIST O INSULATION BAFFLE. LENGTH °° HANGERS OR [j_ REINFORCING NOTES e. MOISTURE VAPOR RETARDANTS ARE TO INSTALLED ON THE WARM-IN-WINTER SIDE Sandy gravel and/or gravel (GW and GP) 3,000 FOAM SEAL BOTH JOINTS , INSULATION WALL TREATED FRAMING CLIPS OF INS. IN ALL WALLS/FLOORS/ROOFS/CEILINGS IN ACCORDANCE w/SECTION R322. Sand, silty sand, clayey sand, silty gravel and clayey gravel STUDS CRIPPLE C) 7 f. INSULATION MATERIAL IS TO COMPLY w/SECTION R302.10 AND IS TO HAVE A FLAME STUDS-NOT a.ALL REINFORCING BARS TO BE OF THE DIAMETER SHOWN DEFORMED INTERMEDIATE (SW, SP, SM, SC, GM and GC) 2,000 FOR DOORS � GRADE NEW BILLET STEEL CONFORMING TO ASTM A 615 GRADE 60 HAVING A DESIGN SPREAD INDEX NOT TO EXCEED 25 w/A SMOKE DEVELOPED INDEX NOT TO EXCEED _ _ 450.TESTING METHODS MUST COMPLY w/ASTM E84 STD OR UL 723.ALL EXPOSED Clay, sandy clay,silty clay, clayey silt, silt and sandy silt ii = STRENGTH OF 60,000 PSI. INSULATION ON ATTIC FLOORS ARE TO HAVE MIN. CRITICAL RADIANT FLUX OF 0.12 (CL, ML, MH and CH) 1,50� � GIRDER/POST/FOOTING ICONN. b.TYPICAL COVER FOR ALL REINFORCING BARS BE THREE (3) INCHES FOR BARS PLACED AGAINST EARTH AND 2" FOR BARS PLACED AGAINST FORMS UNLESS WATT/CM .TESTING TO BE CARRIED OUT AS PER ASTM E970 STD. EXTERIOR OTHERWISE SHOWN. INSULATING FINISH SYSTEM TO COMPLY w/ R703.9. CHAPTER 6 WALL CONSTRUCTIOrd / GIRDER c.ALL BARS TO BE CONTINUOUS UNLESS SPECIFIC LENGTHS ARE SHOWN. ALL SPLICES TABLE FASTENING (1) FASTENING SCHEDULE CONTINUOUS BEAD TO BE FORTY(40) BAR DIAMETERS MIN. OF SEALANT GIRDER TO S.S.P. COLUMN DETAIL'A' ll WINDOW AND DOOR NOTES T NU MRIR AND TYPE d. WELDED WIRE FABRIC(WWF)TO BE 6" x 6 SPACES,#10 x#10 GAUGE WHICH SHALL DESCRIPTION OFBUILDiNGELEMENTS SPACINGANOLOCATIDN 1 1/2"RIGID CONSIST OF COLD DRAWN MEMBERS HAVING AN ULTIMATE STRENGTH NOT LESS THAN n OFFASTFNERa INSULATION a. ALL WINDOWS AND SLIDING GLASS DOORS TO BE VINYL CLAD WOOD WITH `0 Kd NAILS COLUMN CAP Rnnr 10d NAILS ALL HOLES 70,000 PSI. WWF TO BE PLACED AS SHOWN ON THE PLAN. INSULATED GLASS, SCREENS& LOCKS AS MANUFACTURED BY ANDERSEN OR 1 Blocking be+weence,6rg)oisrsorrafte•s-°fan 3aa<°111r1`r,izi-;•'.oi i•u°r i1e„a,i O O e.ALL REINFORCING TO BE SECURELY FASTENED TO RESIST MOVEMENT DURING APPROVED EQUAL SIZES AND TYPES AS INDICATED ON PLANS.UNLESS p,av la.II,nxr3"x11:1, CONCRETE PLACEMENT. o.131"na WOOD PAST OTHERWISE NOTED, a.adhnr(2are°x".,13",.nr f. WELDED WIRE FABRIC OF EQUIVALENT STEEL AREA MAY BE SUBSTITUTED FOR ANY q„fists;°,°pp,,,;n edr°n,r""`:'`'"xa131"' PAU SERIES POST ANCHOR Q b.ALL EXTERIOR DOORS TO BE INSULATED METAL, AS MANUFACTURED BY ,ladboxr1'% '.11 grit°Pr l ° H 31"x o 131"had' GRADE REINFORCING BAR GRID. BENCHMARK,STANLEY OR EQUAL.SIZES AND TYPES AS INDICATED ON PLANS. 3 c^"'"^!°'s,nor a„ar"""'°rat°"PIIarl lops fie;,'.'_,ar',i,,,'x 0162",.n' Fare nail partrtlnns I.eP`:"I„.'"�'.`�'a"ct'".':1,::'� )4-x C 131"nark FULLY WEATHER-STRIPPED, LOCKS.UNLESS OTHERWISE NOTED. O O ,a/8"GALVANIZED LAG I 4 Cell ,o,a al'1 P In r,, P r,,rr a".I'll .4 iron.n: e-1, I CONCRETE NOTES N Isre},' :,^',,, �eand,-,.,,'a,r,1 GIRDER I I BOLTS(4) CONCRETE FOOTING c.ALL INTERIOR DOORS TO BE 1 3/4 THICK, HOLLOW CORE, FLUSH BIRCH, U.O.N.ALL ,,,na,lorl'/,'x21-n'.q. ,_,a.,bnxr3"xa.12"').or Z a.ALL CONCRETE TO BE f' c=3,500 PSI @ 28 DAYS UNLESS OTHERWISE NOTED. DOOR JAMS AND BUCKS TO BE CLEAR PINE. 5 strap to `' 3.1n°c,m,mon(3"xa1_;,or Fare paie 11 ft., - ANCHOR BOLT -GONG. STEPS TO BE 3,500 f' C @ 28 DAYS rafter 3"x CI ^pal ore O 3-3r..boxna.s,35, a135 " .3/8"%°/yW 1/2"LONG LAG BOLTS b. ALL EXPOSED CONCRETE TO BE AIR ENTRAINED, 6 R4Rerprmorpill,1,plate 410dco.fT.1ins8"),o, ,a'!° 2 toe nahsr =_and an U a lodt (3^x,1 ICI-'"., 2no n.31;,":,aen An and1 we CONTINUOUS WELD c.SOIL VALUE ASSUMED AT=1 TON PER SQ. FT. AT DEPTHS NOTED. SOIL CONDITIONS a-3"x o,31"nails Q ENGINEERS NOTE — FOR ADDITIONS &ALTERATIONS ONLY a1l,h,a`"`.,3 3-1Cd cormm�n 13'x°laa"!,or ">, 6" 1 TO BE VERIFIED PRIOR TO CONSTRUCTION. WATER FRONT OR PROPERTIES IN CLOSE a.3' 01(3"x"'," "` Root,avers ro r,doP,vaaey or^:r ra::ors°r mot a r'x a 1a1^nao" PROXIMITY TO BEACH, CANAL, WATER, ETC.TO PROVIDE THIS OFFICE WITH TEST a�ler ,6"""'''' '"''35"''nr Q THE ENGINEER HAS BEEN RETAINED TO DESIGN AN ADDITION TO, RENOVATE OR LEGALIZE THIS 'arme.rnam2"ridgebeam 2.16d,om,em•I "= e 162•)o, E,dnan G STA DARD BASE PLATES & CAPS RAFTERS TO RIDGE CONNECTION ��..I HOLE DATA BY LICENSED OR CERTIFIED SOIL MECHANIC. EXISTING STRUCTURE. .1,".1,OP,,,,I, ;°r � -� .3-.;".°,az°rails d. BOTTOM OF EXTERIOR FOOTINGS TO BE T-0" MINIMUM BELOW GRADE. Wall 14d—plip-I''),x'II2 24•0, ea,-r, I 4 LS268-675lbs. I_ e.ALL FOOTINGS TO REST ON VIRGIN UNDISTURBED SOIL. e Stud tostn„(rot at braced wanpanelsi CtlboI i"IxGA.` or 1d"or fare nail y POST ANCHOR DETAIL BEFORE DESIGNING BEGINS,THE ENTIRE STRUCTURE IS MEASURED AND EXISTING CONDITIONS ARE 3•xo.ln na„ W O f.STEP FOOTINGS DOWN AS REQUIRED. MAXIMUM STEP FOOTINGS SHALL BE ONE DRAWN. THE BUILDING STRUCTURE AND ITS STRUCTURAL INTEGRITY ARE VISUALLY INSPECTED AND St.dto„"asndawtt,:gs dsat,ntersarl,ngwal: 3:.,,•l3' ilir, >''c ` 12 nr•„renal /2 UPLIFT q rnr•er" 3"x".,3,-ra15 UPLIFT VERTICALLY TO TWO HORIZONTALLY WHERE ELEVATIONS CHANGE. NOTED. POTENTIAL PROBLEMS AND HAZARDS ARE ADDRESSED AND REMEDIES ARE NOTED ON THE b:,xP,:w^npan°i 6drpmm°nr3=,:"xal6z", air _ _ W2 g.WALL FORMS TO REMAIN IN PLACE IN PLACE 3 DAYS MINIMUM. 16dromn:nrr.:/,"xa.162 6"nr.e"`bedgeL—irad 2 _ _ FORPIEFERENCG3.36 h.CURE AND SEAL ALL SLABS ON GRADE WITH 2 COATS HORN CLEAR SEAL OR EQUAL. PLAN. °""'t"p"""^"' '''"P1"erw"t'""""Ce" 5allb"((=;/d, o,3s. eachedgefarena.l /2 i. CONCRETE CONTRACTOR SHALL PROVIDE ADEQUATE BRACING-OR ALL WALLS AS '`°nunao„zneanarl stud 4-adrammonl;1l,•.ols,,.,;: _ _ ^ O NOT ALL EXISTING CONDITIONS OF A BUILDING ARE EASILY ACCESSIBLE FOR INSPECTION BY THE 16dc.hna(3 /,".O. REQUIRED TO RESIST WIND AND CONSTRUCTION LOADS. 6dc°"'"'°•r3-/2"".,,, ' 16.oc.face"al' _ _ o REQUIRED @ 4--I W ,�/ Z ENGINEER. THEREFORE, ENGINEER'S LOOK FOR CLUES FOR EXAMPLE: CRACKS, DIFFERENTIAL 2 '°pp'a'^"'°"°'' 1OdbcxU"'ails''°' 1n, Ior,li °° CATHEDRAL CEILINGS W Q w j. PROVIDE SAWED OR KEYED AND FORMED CONTROL JOINTS FOR SLABS AND WALKS 3^x a 111171ils o SETTLEMENT CRUMBLING ETC...SUGGEST THAT THE EXISTING FOUNDATION MAY BE FAILING OR "n,•e"rn.,a^ore^^, 0 IN ADDITION TO RIDGE I--I ON GRADE AT 20'-O' MAXIMUM IN BOTH DIRECTIONS. -1,11,a,"le5I.- 12-16db°"3 "x°"`•,.°`> m.riman,24"tap"plrP 9'he,r" ° � O SETTLING OVER TIME. THE FOUNDATION MAY NEED TO BE REPAIRED, REDONE OR REINFORCED,WHICH 123- 013V-112:•I,er 12-3•'x a IT"an" aide of end Fm ri r ° k. PROVIDE SLEEVES IN FOUNDATION WALLS AS REQUIRED FOR ELECTRIC, PLUMBING WILL BE SHOWN ON THE DRAWINGS. THIS IS ONE OF MANY OF THE ENGINEER'S ROLES IN A PROJECT. 16drommon(3R"x0162"r Li•or late TYPICAL S A6 UPLIFT H 2" ° o STRAPPING 12/12 , Pon',pure m m,st,,,m:past.rand joist or 0 MECHANICAL, ETC.COORDINATE WITH OTHER CONTRACTORS, DRAWINGS,AGENCIES, <hlac6ing(eoialbra'.wall pielis) 16d In-(3r/r'x 0.135',,or 12"c.r far, 0 0 W 3'x0131'"a", CONNECTION INSTALLATION ° ETC. 3 ,,d box(3'Ia'x o 13s"!,or 3 ea.":6"°., face r,a,l w THIS ENGINEER HAS INSPECTED THE EXISTING STRUCTURE AND FINDS IT TO BE STRUCTURALLY SOUND 1 Berton,plater",nist.r,"',°'sl'ba"°)ostor 2-ltidcammonl3vz xr,.l6rr.°r 2earn16"°.c facenali I I o I. CONCRETE FOUNDATION WALLS TO BE CAST MONOLITHIC. NO HORIZONTAL JOINTS s I"ork,nq,4tbra, a anp""`" 43"xo131"na,Is ,,'e,16"n.r taro„an o m SHALL BE PLACED IN WALLS. AS FAR AS THE PARAMETERS OF THIS PROJECT. EVERY PRECAUTION HAS BEEN TAKEN TO INSURE 4.adn xan3",.or 2 4 ° o P/ P4 THAT THIS STRUCTURE IS SAFE. IF A CONDITION IS DISCOVERED DURING DEMOLITION, CONSTRUCTION 3.16d hnr,3=;,'x a.13r,:nr 4 Rtl common(21/>'x 0137"),nr Tce na:r `r \J m. ALL EXPOSED CONCRETE SLABS TO RECEIVE ENGINEERURAL FINISH AND 4lOtl bor(3'z U.,."!').or OR INSPECTION BY A BUILDING INSPECTOR THIS ENGINEER SHOULD BE NOTIFIED IMMEDIATELY IN ,roporborramplale;o"in,, 4o"x0131",.ails Y O F�1 SCORING AS PER PLANS AND SPECIFICATIONS. 3-i6dbuxr ,• 0.,3:1:0, HURRICANE STRAP DETAIL CROSS-SECTION PAU � n. NO CONCRETE OR MASONRY SHALL BE PERFORMED IN TEMPERATURES 40 DEGREES WRITING SO THE CONDITION OR CONDITIONS CAN BE RECTIFIED. I10drom.13'.0,:'x016z"I,nr Entln„I ° W "lad bor t�x o lza^!,or r�1 '-i"*0131"naoa RT30F III NAILS ALL HOLES V 1 F. OR LESS. NO CONCRETE SHALL BE CAST ON FROZEN SURFACES. 3.lod box(3'x o 1za•).ar Qn 1 inp plates,laps at corners and intraertions 2" common(9�lz x o..if l9:cr Farr Wan o. NO ADDITIVES SHALL BE PERMITTED WITHOUT WRITTEN PERMISSION FROM ENGINEER. -995 lbs. UPLIFT PLUMBING NOTES ,-a 1_(P/: xC113 °, ° ° O p.ALL FOOTINGS TO BE 8 OR 6 PROJECTION ON EACH SIDE OF FOUNDATION WALL ' " ,are oeacnstadan :ate xdr,mm°""'''"'°`''"»°` r,orarenad R310 ESCAPE/RESCUE OPENINGS RC MIN. (2)#4 REBARS CONTINUOUS, UNLESS OTHERWISE NOTED (SEE PLANS). a. PLUMBING TO CONFIRM TO STATE AND LOCAL CODES. x P,nr q° a t edbo.ab,"x0,11, b q. PROVIDE MINIMUM 2"x4" KEY BETWEEN FOOTINGS AND FOUNDATION WALL. ,lape 268 26 0 b. PROVIDE SHUT OFF VALVES ON ALL SUPPLY LINES AT ALL FIXTURES. 'r!dr°^'^,°n z=;2"x°°` -lOd ox 3'x a 128"1 .,31•,;or ,,,,,,,,,;, N TYPICAL LIGHT SLOPE HANGER U r. CRAWL SPACE VENTS, IN ACCORDANCE w/ R408 ARE TO BE LOCATED WITHIN T-0" c. INSULATE ALL SUPPLY LINES. q 1 6' 2$apf.l.1" -,,1°,,,.,r' "t°rq REFERENCE 3.36 box �--� OF EACH CORNER OF THE BUILDING. d. PROVIDE FROST PROOF HOSE BIBS AS PER PLAN MINIMUM 2 PER NEW RESIDENCE. ndhoxr.';, xo.113",,or FOR NAILING a. MINIMUM 94"cLEAR INSTALLATION @ 16"0/C ..t a 1":1I-0 0131 'I•or OPENABLE AREA 20"CLEAR SIZE OF HANGER DETERMINED BY SIZE OF RAFTER ,aod nn,., x a 17 6 g or ° MINIMUM � I\ S.ALL FOUNDATION WALLS AT BASEMENTS TO RECEIVE BITUMINOUS WATERPROOFING. e.ALL FIXTURES TO BE AMERICAN STANDARD, KOHLER OR APPROVED EQUAL, '1•'xe"a,dtv.oe,shearl:,ngtoFacabea.,nn a'.derbo'm^Zo^%1.1 ga.1''<"'°nq are nail 5.7 SQ. FT. (SEE ,)a,, . 1 CARPENTRY NOTES FURNISHED& INSTALLED BY CONTRACTOR. a113"'o' ,2;z x a 131',.or EXCEPTION) O ji Q f. PIPING PENETRATIONS THROUGH FIRE-RATED WALL OR FLOOR ASSEMBLIES ARE TO 4siapie%1�'cr2l'Itga`11A•loog K. b. MINIMUM OPENING TYPICAL UPLIFT CONNECTION a.ALL WOOD SILLS, BLOCKING, NAILERS, ETC. IN CONTACT WITH MASONRY, CONCRETE OR COMPLY W/P2603. Fear N (L HEIGHT 24" r--, a SOIL TO BE ACQ(TREATED). g.WATER& DRAINAGE PLUMBING IS TO BE INSTALLED IN ACCORDANCE w/SECT. s os, ° ;y;1:1m1.',:_°_ '+ � FOR OPENINGS O ,t it Lop Taanad O c. MINIMUM OPENING ( ) Q 1 31°d box(3"x 0.12a"I,nr b. PROVIDE ALUM.TERMITE SHIELD& SILL SEALER AROUND ENTIRE PERIMETER. P2603.WOOD FRAME DRILLING& NOTCHING ARE TO BE IN ACCORDANCE w/ 3-3"x^131'naiis o WIDTH 20" / " rT. &d Iu (2i„".a11:,') ,1.,,",nail , INSTALLATION P4 C. ALL NAILS, BOLTS,JOISTS HANGERS& FRAMING CONNECTORS TO BE HOT-DIPPED P2603.2. PIPE PROTECTION AGAINST PHYSICAL DAMAGE& CORROSION IS TO BE IS 2 Ill.io t.Land,mstorlvoc6rngtos,nor.op Rnromm°"lz';,'xa,_„";,or TYPICAL RT16T ° d. MAXIMUM SILL U F_ 2 or,! Imol applira�:°ns aLnl l0e box p"x 0.128"),°r 6'.."Die nail O OPENABLE GALVANIZED. TO BE IN ACCORDANCE w/ P2603.2.1 & P2603.3. SEE P2603.4& P2603.5 FOR PIPES 3'x0131•,.all, HEIGHT OF 44" AREA L , @16'i V) d.ALL JOISTS, RAFTERS, HEADERS& GIRDERS SHALL BE DOUG FIR,f'b 850 PSI MIN. IN FIRE RATED ASSEMBLIES AND THROUGH FOOTINGS/ FOUNDATION WALLS. 3",prrre_ 2'x0,,0, TRUSS/RAFTER TO DOUBLE 2 1•xfi m.htoororle,tr.ra,hlnl"1 2-Adcammonl2=!z"x0131");u ° e. MUST BE AREA TYPICAL LSTA24 STUDS TO BE MIN. HEM FIR fib 850 PSI. h. PIPE PENETRATIONS THROUGH FOUNDATION WALLS ARE TO BE COVERED w/A 3 „2""''°` ail „ o ` \ ' ¢ : W O ,v'ha",nnrYW.15ga.,,3;,"lung PLATE INSTALLATION @ 16 0% ° Q ,10dba.(3'x OPERABLE n e. ALL SHEATHING SHALL BE 112" DOUGLAS FIR EXTERIOR GRADE PLYWOOD NAILED 6d SLEEVE 2 PIPE SIZES GREATER THAN THE PIPE PASSING THROUGH IT, IN 2 l6,11—I °.r,1+:•"). r u z LSTA24-980 lbs.UPLIFT 20 GA. z^saonr;n,m gong or<nrdr„ 1,•.,bn,-ae ai-",ana rare nail WITHOUT KEYS OR 5.7 SO FTC I,s 7 80.FT, e 1 1/4"x24' / @ 6" O.C. 2 INTERIOR& INTERMEDIATE BLOCKING POINTS. COVERED WITH 15 LB. ACCORDANCE W/ P2603.4. z z pianx,IplankGbea,„.nor,6 r°or, =•F0135"'°` Atearh°aannq.fart.na" GIRDER TO CONCRETE PIER DETAIL TOOLS MINIMUM , MINIMUM N 5 1F,1 rcrcrmn•13i/i x 01 BUILDING PAPER OR CELOTEX INFILTRATION BARRIER PROPERLY TAPED& SEALED. i. PIPE SUPPORTS ARE TO COMPLY w/SECT. P2605.TABLE P2605.1 APPLIES, EXCEPT ,.1d ron,n,°n,3`,'xa.162'I 5 r n z.ana°r r lots;m loin a to vox(3^x ads;o,or Epd Wan CRIPPLE STUD f.ALL SUB FLOORS TO BE 3/4' PLYWOOD NAILED WITH TWIST NAILS @ 6 O.C. LEAD PIPE IS NOT TO BE USED. PIPE MATERIALS ARE TO COMPLY w/SECT. P2609. 6 ,,, xa13'xo.i 8 O 4 r'x 1a ga nao:• 7h,",•own MINIMUM SIZE WINDOW 3 MINIMUM SIZE WINDOW g.ALL WALL CORNERS TO BE MIN. 3 STUDS NAILED 16d- 12' O.C. j. WHERE THE VOLUMES OF ROOMS AND SPACES ARE COMBINED FOR THE PURPOSE OF mania"xa WIeacrl,e,a"fnllows 32'°.r FOR 20"CLEAR HEIGHT w D FOR 24"CLEAR HEIGHT STRAP REFERENCE3.3B inF am 192"i.nr O a h. HEADERS,TRIMMERS& JOISTS UNDER PARTITIONS TO BE DOUBLED BLOCK BETWEEN PROVIDING INDOOR COMBUSTION AIR,THERE SHALL BE AT LEAST TWO OPENINGS n of°"aI-11.111-1-d,111° ANCHOR BOLT DETAIL �°x FOR NAILING l:,n bor(3"x o.,zv^,.or 2c o, rare nm1 at pap a.d Wrung o¢a JOISTS UNDER PARTITIONS. BLOCK STUD WALLS @ 1/2 STORY HEIGHTS& AT PROVIDED ONE WITHIN 1 FOOT OF THE CEILING OF THE ROOM AND ONE WITHIN 1 FOOT z atl,I6apq:re.sardnPams,2.:nrnn:m°er 31•ra," ,P aon r°=:resides Gig r lay,"= and TYPICAL UPHD8 INSTALLATION os a �HEIER UNSUPPORTED EDGES OF PLYWOOD. OF THE FLOOR FOR COMBINED USE OF INDOOR AND OUTDOOR AIR. SIZE OF VENTS 410 t,,nm°"'°•xo.1 rI.°` ra,ana,laterd..an,la,earhe.„,xo ° 2r `-coal o.r0,192 FLOOR UPLIFT CONNECTION IS REQ'D.@ EA. i.ALL CAP PLATES TO BE DOUBLED& NAILED WITH 16d @ 1 2"OC LAP CAP PLATES AT TO BE DETERMINED BY MANUFACTURERS SPECIFICATIONS. 33",°,:,,„',, l ANCHOR BOLT-TO-PLATE 4- - END OF HEADER&@ BOTTOM OF CORNER. 2 3.tojon,(3,. '''`x".'6'"''°` -TO-STUD CONNECTIONHEADER STUDS IN ADDITION TO l.Pdger strip soppprting ln�.rs or raf,rrs At each;Dist or taller,face nailrNI 9antlg,nqnrbl°rx,ng[p,n,at /t;.,.x`la3"'%o r,nr °°4.3'. CONNECTORS @ WALL STUDS& )" HEADERS OVER DOORS AND WINDOWS UP IS 3-O WIDE TO BE(2)2x6 FOR OPENINGS T DEscn,,lroN ;to bE 3 223 x 213 `oak°" 1i"erd.r"Thal SHEAR WALLS ONLY- THE CONSTRUCTION TYPE DESIGNATION SHALL BE "I", "II", @ TOP&BOTTOM OF CRIPPLES 3-0 TO 5-0' USE(2)2x8 UNLESS OTHERWISE NOTED. SPACING OF FASTENERS (SLAB ON GRADE,ETC.) "III" "IV" OR IV' TO INDICATES THE CONSTRUCTION k. FOR HEADERS OVER 5 -O LONG USE DOUBLE JACK STUDS. E of BUILDING ELEMENTS TYPE°F FASTENER Fades '"te^nearate ' ' I. MIN. BEARING FOR JOISTS, BEAMS& STUDS TO BE 3 1/2". Table R602.3(3) M hnchaa," ,^P55`'Q UPHD8-3,3001bs.UPLIFT CLASSIFICATION OF THE STRUCTURE UNDER SECTION 602 Wood strwrtural,a I,a-fio-,roof and mten°r.all sheath,.,to framing arid,."i"aboa'd.all sheathe„to f—eq (8)WS3 WOOD SCREWS OF THE BCNYS ' ' vN : 3 thingt°wa,ifrri FOR CORNERS& FLOOR TO FLOOR CONNECTION m. PROVIDE SOLID BRIDGING MAX. 8-0' O.C. IN ALL FLOOR CONSTRUCTION. Requirements for Wood Structural Panel ,"« :'. ''•, fnr.00a at sseturai papal axtn ar wa,l Shen 6d.°n,mon,2 ,(`011tin (-hr.","01wall, n. PROVIDE COLLAR BEAMS AT RAFTERS AS PER STATE& LOCAL CODES. (16" o/c, @ o ," (211"- 11T') .C13,,,a °rPsu a 6 OPENINGS GREATER 4'-5" ABOVE ATTIC FLOOR)OR 1/3RD WAY DOWN FROM RIDGE Wall Sheathing used to Resist Wind 3 dtlj nmm 1 a;,,z Irnrvf, TYP. CONNECTION FOR TWO Other wall ahaathingP I'l x°11 11 na' "°331'I or RSRS-CI, o. ROOF FRAMING IS DESIGNED IN ACCORDANCE w/THE PROVISIONS OF CH.3 OF THE Pressures „d,.n,n,a,.,.,' ;<„,r.,, "r 6 2 STORY APPLICATIONS 2 '''"•-'`'"' Eo tz+r2"x o.131^,ae,orrnr=:had ° 12 /8"%%C ANCHOR BOLT@36"OC 2018 W.F.C.M. Minimum Minimum REFLECTI MINIMUM SHEAR WALL.SEGMENT SIZE r—I p. PARALLAM, MICROLLAM OR WOOD STRUCTURAL MEMBERS TO 3E AS MANUFACTURED Wood Nominal . Maximum 3',,""In,rl"r.ICenaloslrfh",board "',rel,l",l')"."In q;6q claPeewRh!„•nr 3 6 VE WHITE ASPECT RATIO:H/La3'i - BY TJI CORP.OR APPROVED EQUAL. ea'b' 1"rrnwr WALL HT.(H) SEGMENT WIDTH(W) q. MATERIAL FOR STRUCTURAL MEMBERS IS TO BE IDENTIFIED IN ACCORDANCE w/ R502.1 Structural Panel Wall Stud 3'/,e"afn✓Iaralren "sIr ,.,°a'•'""an jpI1arr„d'hP,•,,a11ir"r, , 4 ri nerboal ruratr 1 or 1i,,,,o.q 16 q staple with'/,fi nr 1'rrbv,rn 6 V Art fF[' 8,_1n 2r_4n 3 ,,. 1'-q,-.n,aed-fingnali;staplegaiva-ed. REFLECTIVE RED sr_1n z'-8° E MATERIAL FOR LOAD BRIG.STUDS, PLATES,AND HEADERS ARE TO BE IDENTIFIED IN Panel Span Thickness Spacing g>psrrm sheath a:q1 1,/,"Inrg,,=;,'"crews aypP w,:rs ACCORDANCE w/R602.1. 3 s 1':4'gai°a'•'2e°'°""gna,i."taplegal„a°"°d. PANTONE #187 1o'-r' 3'-0° US Minimum Nail Rating (Inches) (inches) Panel Nail Spacing Ultimate Design Wind Speed m h 6 '""q"p;""'""^°""'� 1'/a"ion,„a, "rmws.ryprwors r" STRUCTURAL FLOOR MEMBERS ARE NOT TO BE CUT, BORED, OR NOTCHED IN EXCESS Wind exposure category 3,,,.a„ ip5t ° e�fn'Irta`Itto`amine STUD TO FOUNDATION CONNECTION woo.stmcearar Panels,c mbinetion sohnoor anaerlayment to o- OF THE LIMITATIONS SPECIFIED IN FIG. R502.8.CUTS, NOTCHES,AND HOLES BORED IN xy 12,'.nal:.°: " ... , 0.:31"}nail ENGINEERED WOOD PRODUCTS ARE NOT PERMITTED UNLESS THE EFFECTS OF SUCH Edges e Field 3 •._1• adrr,m,,,,d121/,' 6l120 or 6 13 SIMPSON MST2720GA.METAL STRAP, DESIGNATION FOR STRUCTURAL COMPONENTS ,� a 'a ad nea:nnsd Iz�),•x o 1zo pal z TYPICAL UPHD8 INSl1JaLLATION I I �.. 3 lod rnmmnn(311.d.,.:r")nag,o, 12"MIN.ON STUD SURFACE Fa THAT ARE OF TRUSS TYPE CONSTRUCTION S_ PENETRATIONS ARE SPECIFICALLY CONSIDERED IN THE DESIGN OF THE MEMBER, IN q 1''a"-1''^" Rdae,:,nede'/i xo12o-;r,a,l 6 ,2 HOEDOWN W/ 5/8" HREADED ROD Size Penetration(in) (inches o.c.)`(inches o.c.) B C D II _21 N ACCORDANCE w/R502.8.2. STUD DRILLING& NOTCHING ARE ALSO TO COMPLY w/ For SI:1 inch=2s.4 room,1 foot=304.8 mm,1 mile per hour=0.447 pals;1 ksi=6 895 MPa. 6d Common 1.5 24/0 3/8 16 6 12 140 115 110 TYPICAL LSTA36 / III I d�- nC n ��(S(�) R602.6. (SEE DETAIL) -' - . . .- 1­ ' a. Nails are srnooth-common,box or deformed shanks except where otherwise stated.Nails used for (0R EQUIVALENT) \ V s. IN ACCORDANCE w/SECTION R312.1.3, REQUIRED GUARDS FOR HANDRAILS ARE TO 8d Common 1.75 24/16 7/16 16 6 12 170 140 135 framing and sheathing connections shall have minimum average bending yield strengths as shown:80 FLOOR FRAMING, INCLUDING NOTE: a N . ... .. . _ ••• � ksl for shank diameter of 0.192 inch(20d common nail),90 ksi for shank diameters larger than 0.142 REFERENCE 3.3B °F° It '""-' HAVE GAPS THAT DO NOT ALLOW PASSAGE OF A 4"o SPHERE 24 6 12 140 115 110 inch but not larger than 0.177 inch,and 100 l i for shank diameters CFO 142 inch or less. N GIRDERS AND BEAMS MAY BE N ('- —1 FOR NAILING 1/� W � .. t. STAIR TREADS SHALL BE 1 1/4—THICK CLEAR OAK, UNLESS NOTED. b. Staples are 16 gage wire and have a minimum'hrrinch on diameter crown width. REQUIRED ': !� E- c. Nails shall be spaced at not more than 6 inches on center at all su orts where spans are 48 inches STROKE u. INTERIOR TRIM SHALL BE CLEAR MATERIAL UNLESS OTHERWISE NOTED, pp WRAP&NAIL STRAP AROUND FOR SHEAR O 3 QR OOR AND ROOF FRAMING Z p0 or greater. SILL @16"OC ON EACH STUD " HFRH Q 0 v. WALL& CEILING FINISHES ARE TO HAVE A FLAME SPREAD CLASSIFICATION NOT 6 DIAMETER GREATER THAN 200 IN ACCORDANCE w/ R302.9.4 &A SMOKE DEVELOPED INDEX TABLE R403.1 MINIMUM WIDTH OF CONCRETE OR MASONRY FOOTINGS(inches d Four try 8 toot or 4 foot by 9 toot panels shall be app!'ed vertically L L W Q I e. Spacing of fasteners not included in this table shall be hesed on I air•'Irt,„1+':i /8"%%C ANCHOR BOLT@36"OC NOT GREATER THAN 450, IN ACCORDANCE w/R302.9.4.TESTING METHODS MUST f For wood structural panel roof sheathing attached to gable end roof framing and to intermediate TRUSS SIGN NOTE:INSTALL TRUSS SIGN AT LOCATION OF INCOMING ELECTRIC SERVICE.CONTRACTOR TO FURNISH AND INSTALL ¢ Ix x COMPLY W/R302.9.3 supports within 48 inches of roof edges and ridges,nails shall be spaced at 6 inches on center where LSTA36-1,305 IDS.UPLIFT 18 GA.1 PROFESSIONALLY.FABRICATE AS DETAILED IN DWG. 4+ (� Q C U LOAD-BEARING VALUE OF 501E 5 the ultimate design wind speed,s less than 130 mph and shall be spaced 4 inches on center where the 1/4"Ol w.ALL CLOSET SHELVES TO BE CLEAR PINE UNLESS OTHERWISE VOTED. (P f) mtimate design wind speed is130 mph orgreater but leas thin 140mph, / TRUSS SIGNAGE REQ IF ENGINEERED WOOD ON PLANS FLOOR TO FLOOR CONNECTION SCALE: E� E x. PROVIDE 1 WOOD CLOTHES ROD IN ALL CLOSETS. 1,500 2,000 3,000 E 4,000 g. Gypsum sheathing shall conform to t-`,W I-1 q='�and shall be instated in accordance with(�A 2r>''. y.CERAMIC TILE SURFACES& INSTALLATION ARE TO COMPLY W/R702.4, OTHER Conventional light-frame construction Fiberboard sheathing shall conform to-`'�'r'l,,"'n. REQUIRED FOR UPLIFT 1 /4 = 1 FINISHES TO COMPLY w/R702.5,& R702.6. 1-story 12 12 12 12 h. Spacing of fasteners on floor sheathing panel edges applies to panel edges supported by framing z.ANY CHANGES TO THE STRUCTURE SHOULD BE BROUGHT TO TIE ATTENTION OF THE 2-story 15 12 12 12 members and required blocking and at floor perimeters only.Spacing of quire bon roof sheathing OPTIONAL NAILS END LENGTH panel edges applies to panel edges supported by framing members and reauved blocking,blocking of (WOOD SHRINKAGE m 12" YPICAL Ill'`)(.� E yn ENGINEER BEFORE CHANGES ARE MADE TO THE STRUCTURE ON SITE. 3-story 23 17 12 12 roof or Floor sheathing panel edges perpend+cular to the framing members need not he provided except MAY OCCUR AND / r as required by other provisions of this code.Floor'perimeter shall be supported by framing members or CAUSE STRAP TO /J` �J• solid blocking. BUCKLE OUTWARD) 0 c 14 VA * 4-inch brick veneer over light frame or 8-inch hollow concrete masonry Where a rafter is fastened to an adjacent parallel ceiling joist in accordance with this schedule, -l ROOFING /SIDING NOTES '-Story 12 12 12 12 provide two toe nails on one side of the rafter and toe nails from the ceiling joist to top plate in TYPICAL STUD PLATE TIE SERIES - SP4 )�'l 1r accordance with this schedule.The toe na!I on the opposite side of the rafter shall not be required II D i 41 2-story 21 1G 12 12 INSTALLATION @ 16 O.C. FLOOR TO FLOOR CONNECTION a. ROOF COVERING MATERIALS ARE TO COMPLY w/SECTIONS R°02, R904,& R905 AND 3-story 32 24 16 12 j. RSRS-Ol is a Roof Sheathing Ring Shank nail meeting the specifications m/r•.;ti r,t,:: ARE TO BE IDENTIFIED IN ACCORDANCE w/R904.4. ROOF DRAINS ARE TO BE (CANTILEVER CONDITIONS) CLEARS N �� 77006 �� INSTALLED IN ACCORDANCE w/R903.4. DRAWINGS AND DETAILS TO BE SUBMITTED. 8-Inch solid or fully grouted masonry RAFTER TO DOUBLE TOP PLATE DETAIL A'�OFESSIONP� b.ASPHALT SHINGLE UNDER-LAYMENT IS TO COMPLY w/SECTICN R905.2.3. SELF SEAL 1-story 16 12 12 12 EXIST 2X4 STUD WALL @16"O.C. INSTALLATION @ 16"O/C TYPICAL LSTA STRIPS AND FASTENERS ARE TO COMPLY w/ R905.2.4& R905.2.5. DETAILS OF 2-story 29 21 14 12 FOR NAILING PROP lr z LSTA24-980Ii UPLI DWG" NAME: ASPHALT SHINGLE ROOFING INSTALLATION ARE TO BE SUBMITTED. FOR ROOF SLOPES 3-story 42 32 21 16 FASTENERS:2-1 Oj 112 TO DOUBLE LVL 3✓9/16 TYPICAL KST237 N 20 GA.1 1/g x24" RAFTERS/TRUSS LSTA24-980 lbs.UPLIFT 20 GA. DETAILS OF 4/12, DOUBLE UNDER-LAYMENT IS REQ D. IN ACCORDANCE w/R905.2.7.THE REQ D EXISTING 2X4 SILL o UNDER-LAYMENT IS TO CONFORM w/ASTMD226, D 1970, D4869,AND D6757, AND IF FASTENERS:1 0-1 Oi 112 Tq PLATE 1 1/4"x24" / APPLICABLE,TYPE CLASSIFICATION INDICATED IN ACCORDANCE w/TABLE R905.1.1 1 For 51:1 inch=25.4 min,1 pound per square foot=0.0479 kPa. PLATES END NGTH ( ) I', 1"MIN. m 12" YPICAL & NOTE S c. FOR ROOF SLOPES, ICE PROTECTION THAT CONSISTS OF AT LEAST 2 LAYERS OF PROPOSED zxb DOUBLE TOP PROVIDE BLOCKING UNDER-LAYMENT CEMENTED TOGETHER, OR A SELF ADHESIVE POLYMER MODIFIED a.Where minimum footing width is 12 inches,use of a single wythe of solid or DOUBLE PLATE BITUMEN SHEET, IS TO BE USED& IS TO EXTEND FROM THE EAVE'S EDGE TO 24" MIN. fully grouted 12-inch nominal concrete masonry units is permitted. TOP PLATE FLOOR-TO-FLOOR ° INSIDE THE EXTERIOR WALL LINE OF THE BUILDING IN ACCORDANCE w/ R905.2.7.& a REFERENCE3.3B REFERENCE3.38 DWG. Ni U FOR NAILING 2"MIN. INSTALLATION @ 16"O/C FOR NAILING R905.1.2. } I rl d. FLASHING MATERIALS ARE TO BE CORROSION-RESISTANT ANC INSTALLED IN ACCORDANCE w/R703.8,OR BUILDING , & R905.2.8. U2X4 STUD WALL @ 16" �� � r PROP 2X4 STUD WALL @16"O.C. STRAP @ EACH STUD �` Is r e. HOUSE WRAP MATERIAL OR BUILDING FELT& IT'S INSTALLATION ARE TO COMPLY w/ U O.C. 6-10dX1 1/2" _ R703.2 TYPICAL H16 -1470 lbs. UPLIFT (o.14B"x1 1/2")_ �', f. WEATHER RESISTANT SIDING ATTACHMENT AND MIN.THICKNESS ARE TO COMPLY w/ TRUSS/RAFTER TO DOUBLE </ WALL TO CRIPPLE WALL CONNECTION R703.3.2. PLATE INSTALLATION PAGE 2 OF 2 1