Loading...
HomeMy WebLinkAbout45846-Z �o�Os�F Town of Southold 1/14/2024 a y� P.O.Box 1179 0 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 44862 Date: 1/14/2024 THIS CERTIFIES that the building ALTERATION Location of Property: 11500 Main Bayview Rd., Southold SCTM#: 473889 Sec/Block/Lot: 88.-5-2 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 2/10/2021 pursuant to which Building Permit No. 45846 dated 2/25/2021 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: alterations, including garage conversion to living space,to existing single-family dwelling as applied for. The certificate is issued to Romanelli,Ethan&Alexandra of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 45846 1/6/2022 PLUMBERS CERTIFICATION DATED 1/3/2022 th omanell' in A r)uignature o�sufFot,r�o TOWN OF SOUTHOLD ay BUILDING DEPARTMENT y z TOWN CLERK'S OFFICE "� • ao� 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#: 45846 Date: 2/25/2021 Permission is hereby granted to: Romanelli, Ethan 11500 Main Bayview Rd Southold, NY 11971 To: construct alterations to existing single-family dwelling as applied for. At premises located at: 11500 Main Bayview Rd., Southold SCTM #473889 Sec/Block/Lot# 88.-5-2 Pursuant to application dated 2/10/2021 and approved by the Building Inspector. To expire on 8/27/2022. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $320.00 CO-ALTERATION TO DWELLING $50.00 Total: $370.00 4z/ Buil ing Inspector pF SOUry�! Town Hall Annex ~ Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Q sean.deviin(c-town.southold.ny.us Southold,NY 11971-0959 COUNTI BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Ethan Romanelli Address: 11500 Main Bayview Rd city,Southold st: NY zip: 11971 Building Permit* 45846 Section: $$ Block: 5 Lot: 2 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Promaster Electric License No: SITE DETAILS Office Use Only Residential X Indoor X Basement Service X Commerical Outdoor 1st Floor X Pool New Renovation X 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph X Heat Duplec Recpt 12 Ceiling Fixtures Bath Exhaust Fan 2 Service 3 ph Hot Water GFCI Recpt 2 Wall Fixtures 1 Smoke Detectors 4 Main Panel 200A A/C Condenser Single Recpt Recessed Fixtures 21 CO2 Detectors Sub Panel A/C Blower Range Recpt Ceiling Fan Combo Smoke/CO 3 Transformer UC Lights Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches 4'LED Exit Fixtures 11 Pump Other Equipment: Hood, 200A Panel 42 Circuit/ 30 Used Notes: Garage Converted to Living Space, Service, Smokes and Lighting Throughout House Inspector Signature: Date: January 6, 2022 S.Devlin-Cert Electrical Compliance Form �o'of SO�r�olo Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 • Southold,NY 11971-0959 Q � yCOW N, BUILDING DEPARTMENT JA�, 1 O< j ; + TOWN OF SOUTHOLD ! Sul �+ DEC 1 202 r Tow OF`souiNor o yr�rG r e7 CERTIFICATION 011 Date- l O Building Permit No. ys��6 Owner: ast ROA wk 0 f� (Please print) Plumber: 6- !/tom R4&tm e/ (Please print) I certify that the solder used in the water supply system contains less than 2/10 of I% lead. 1 I (PIumbers Signature) Sworn to before me this day of , 20 Notary Public, County �aof SOUTyO v- f # ,B BUILDING DEPT. TOWN OF SOUTHOLD U 765-1802 INSPECTION ' [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] _FOUNDATION 2ND [ ] INSULATION/CAULKING " [ ] FRAMING/STRAPPING [ ] FINAL [ ] 'FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE-RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL-(ROUGH) [ ] ELECTRICAL (FINAL) rl CODE VIOLATION [ ] PRE C/O. REMARKS: n , Inc4ke 1A lei-room 0114. C61mbo ou kafcLe be 9/'*'-o DATE Z INSPECTOR CS SOUIy� ll # # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECT N _ [ ] FOUNDATION 1 ST [ ROUGH PL13G. [ ] OUNDATION 2ND [ ] INSULATION/CAULKING . [ ] FRAMING/STRAPPING [ ] FINAL [ ] 'FIREPLACE & CHIM EY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: V�fkiot�pL� i xv DATE INSPECTOR o�aO,SOUTyo f * TOWN OF SOUTHOLD BUILDING DEPT. �ycourmN�`` 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] OUGH PLBG. [ ] FOUNDATION 2ND [ INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY- [ ] FIRE SAFETY INSPECTION -[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: � b c DATE 41 17M INSPECTOR �o:oOF SOUT,�°!o TOWN OF'SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] 1 ULATIOWCAULKING [ ] FRAMING /STRAPPING FINAL '( ] [ ] -FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH)- [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: t DATE lbt &24 INSPECTOR pf SO//1�p6 w 5-& L4 (o # # TOWN=OF SOUTHOLD BUILDING'DE . 765-1802 s INSPECTION . [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE'& CHIMNEY j ] FIRE SAFETY INSPECTION [ ] FIRE.RESISTANT CONSTRUCTION ' [ ] FIRE RESISTANT PENETRATION [ .] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION ] PRE C/O REMARKS: oK DATE P INSPECTOR Lacs-, e. • O . s - :r rl" i y 1 *. ? � N.. f�, - �!� � i� x ' `.: Y 1 t1 .t �• �.>: �° J�j ,fi' � to � i � �� � • �� � � � � �� �� _ • � � � ,,,� - �� .�� .:� .• ,� � 4 �� Y • ' �r. I - m ____ a P eTO I Fix • e a e;t OVND.ATIQN • 1 • ! • 1 PLUMB 'i CODE-.-'. 71 WUMN O 1 ' s pp�PCAFF0.KCOGy TOWN OF SOUTHOLD—BUILDING DEPARTMENT j i Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971'-0959-" Telephone(631)765-1802 Fax(631)765-9502 https://www.southoldt6wn .Mov FEB Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only 11 PERMIT NO. Building Inspector: J1 A N 8 2 21 n ,AOolicatio sand forms m6stbefilled out ilin th6ir'6ntirety.,I,ncomplete7,.', vplicatipns wiil'not',b'e.a.c-cept6d,..,,,Ilkhiird.the AO"Pli"q--"ant,.,is,"ot,the,owner,,an; ow* ne6Authorization:fqrrh(pagL!,21 shall be completed:: ' Date: OWNERS)OF PROPERTY: Name: p. SCTM#1000- Project Address: yv/tw— Phone#: Email: ...... -----------C---Om 197 Mailing Address: /15-00 in -6 A 62a L)-.-,r h-"D At /1-1-7 1 CONTACT PERSOW, 01 Name: Mailing Address: 0 el C,—h 0 0 n-) -Ph I o I n.e#.:-4-3 1-::!--7 Email: DESIGN,PROFESSIONAL ROFESSIONAL INFORIVIATIOW Name: Mailing Address: Phone#: Email: CONTRACrOR1NIFORIMIATIOW Name: oAe Z. Mailing Address: Phone#: Email: 'DESCRIPTION:01F,PROPOSED 1CONSTRUCTION':' EINewStructure ElAddition E&Alteration EIRepair ElDemolition Estimated Cost of Project: Elother i $ Will the lot be re-graded? E]Yes CKNo Will excess fill be removed from premises? OYes 1XNo PROPERTY.INF,ORMATION ` Existing use of property: ���. �/en.�-/a.L. Intended use of property: f es/4n-ha L_ Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to 40 this property? ❑Yes No IF YES,PROVIDE A COPY_ .CCheck:Box`After Reading: The;owner/contractor/desigp professional is responsible foi all'drainage'and storm wateF 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 Bulding 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 applica'l'e,laws,ordinances,�building code,,. housirig,code and regulations and to admit authorized inspectors;dn premises and in buildiog(s)�fornecesspr4 inspections.False statements made herein are. punishable as,a Class A misdemeanor pursuant to Section 210 S of the"New York State Penal Low, Application Submitted By(print name): E I I&/O G ore Z Authorized Agent ❑Owner Signature of Applicant: f Date: p 2 STATE OF NEW YORK) SS: COUNTY OF ` a It ) I'G / 9-/o / oP e Z being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the 04,=IZA-L4- (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 0 day of ,20?A- _ �,t _A Notary Publ TRACEY L. DWYER NOTARY PUBLIC,STATE OF NEW YORK PROPERTY OWNER AUTHORIZATION NO.01 DW6306900 QUALIFIED IN SUFFOLK COUN (Where the applicant is not the owner) COMMISSION EXPIRES JUNE 30, I, 'E-Aar1 do` elAel�i, residingat 115-co /%1A M-71 do hereby authorize L,�640 e_ Z to apply on my beha f to the Town of Southold Building Department for approval as described herein. Owner's Signature Date J5/70is'l �Or;17CC4,e Print Owner's Name 2 'FW/r BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD Town Hall Annex- 54375 Main Road - PO Box 1179 c, Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr(aD-southoldtownny.gov - sea nd(cbsoutholdtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 2 Company Name- _0 Name: ,� a License No.: email: Phone No: r est an email copy of Certificate of Compliance Address.: JOB SITE INFORMATION (All Information Required) Name: 0 A � k,) -- /- y Address: 0 0 Al t 4/- V1 .� .t-� Cross Street: vp L/ Ct ,,-I WI(,i, 1 �, Phone No.: l -)-!I _ 57 �- BIdg.Permit#: email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK (Please Print Clearly) Check All That Apply: Is job ready for inspection?:. YES ONO ❑Rough In ❑Final Do you need a Temp Certificate?: OYES ONO Issued On Temp Information: (All information required) Service Size ❑1 Ph ❑3 Ph Size: A # Meters Old Meter# ❑New Service ❑ Service Reconnect ❑ Underground ❑Overhead # Underground Laterals 01 02 ❑H Frame❑Pole Work done on Service? ❑Y ❑N Additional Information: 1, PAYMENT DUE WITH APPLICATION A ION Electrical Inspection Form 2020.xlsx (� ` ,fie ..7r �SUFEtIt, BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD Town Hall Annex 54375 Main Road - PO Box 1179 m Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr(cr�southoldtownny.aov - seand(aD_southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 2 Company Name: Name: ky License No.: email: Phone No: Y'� - reqpest an email copy of Certificate of Compliance Address.: lo r?.y JOB SITE INFORMATION (All Information Required) / Name: �} �l 'V IJ G L Address: C M r.LV- -c Cross Street: c/ f I., y Phone No.: l /_ Bldg.Permit#: email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK (Please Print Clearly) Check All That Apply: Is job ready for inspection?:. YES ❑NO ❑Rough In ❑Final Do you need a Temp Certificate?: ❑YES ❑NO Issued On Temp Information: (All information required) Service Size ❑1 Ph ❑3 Ph Size: A # Meters Old Meter# ❑New Service ❑ Service Reconnect [—] underground ❑Overhead # Underground Laterals 01 02 ❑H Frame ❑Pole Work done on Service? ❑Y ON Additional Information: PAYMENT DUE WITH APPLICATION 99 Electrical Inspection Form 2020.xlsx �cu PERMIT# Address: Switches I� ��11 �1t . Dutfets -- — -— �Sur#ace . Sconces I HH s UC Lts Fans Fridge H-W Exhaust � Oven Dryer w . me#tes.:. fi l DW Serv#ee - ;Carf�on --:-:-:--�..:.- ---._._....... --.._..-•--.-:---_..__...___-Mi��6..:_: �-_G, t�r Combo trool�top T.ranter. . - : . AC- AH- Mini -Special: Comments: N w111,1t IcLamQ 0w4e, your Wf k4Nce)W 7► i �Cv 5,`7 ID, 15-73 14. V5 a i ��Gr�If; t�.31 � �•�`�o � 1 r,?l lt�,7ty AAZl 2,0 c, i f 1 L 4EW IV ZB4& V APPROVED AS NOTED ' ?Z s rl- . DATE: 2x� B.P.# b !.] I w} 4- FEE: 3 BY: C NOTIFY BUILDING DEPARTMENT _ 765-1802 8 AM TO 4 PM FOR THE 41 ; T Q V r.%�, ; ` FOLLOWING INSPECTIONS: •0w f' - �{ 1 t V 1. FOUNDATION - TWO REQUIRED ._. L� �'� f • _ •C1 '�`` � FOR POURED CONCRETE Hoxr rr-6!51 c,we� 2. ROUGH - FRAMING & PLUMBING v' .► 3. INSULATION h( „j' -(�' i 3 ;. t� E'L if_F Df "0 . 4. FINAL - CONSTRU^7 ON MUST G N 335 o ► LVL: BE COMPLETE FOfi C.O. ALL CONSTRUCTION F-HALL MEET THE fit} t Q I ` ,_ r f ,r REQUIREMENTS OF THE CODES OF NEW t TZ 't%AI� . . . , 2 `T tN j---— —. ~ YORK STATE. NOT RESPONSIBLE FOR C DESIGN OR CONSTRUCTION ERRORS. v r y �, J p �� ! COMPLY WITH ALL CODES OF to `� I!"t1 9 _o __ 3-Cv ► 3!v 'k!0" � 5►•aj, �d► � 20 t 0►: � _ ` � NEW Y RK TAT TOWN �9 iZM } r -__,�__ _ . ._ _ t N O STATE & O N CODES AS REQUIRED AND CONDITIONS OF C� � � iS�II.��F is 2a Wit= ,ts., 1 r! �.1 oe =� ► ! � ► tv � ; �a�� wN�BA _ �-- N.. . Vim' (� } . ,�. a i _ „ ^77 _ v J r NNi BOARD ip V F IJI z 1wo o N OCCUPANCY OR I ,�?Is I USE IS UNLAWFUL I r t`arsT.&r+z4r--,_ 1N 'ALL1��I: 3 - t 'I;Ie >Q ; . o WITHOUT CERTIFICATE ' � �-t .._.-_.__ - � ra�r�. � � �� icoo5� RM ° • '` � -'�- � � OF OCCUPANCY '� , . , t _ I146t-1,5 ore lo Lf' RLt �. r tS Za,(o f + NJ VWT sQ&,-4SF is f4,21p, a s L 3 f - d \, ` I RFTANN STORI'A WATER RUNOFF t) 0RE � --_• G YES i �,'I lS;I,4 ' • S:4�iP r : PURSUANT TO CHAPTER 236 tt ,, o �,, 2+, �`' # OF THE TOWN CODE. J S�- '2x4rtrL `c' ZI PLUMBER CERTIFICATION � A -• Neu Tt4%44 farl"I rg-,wve-2 _ TW:5 >4 G� -'S ON LEAD CONTENT BEFORF ���� �i ��� `- , t �t�t� • , {ter rr � � CERTIFICATE OF OCGUPAN;.: �' � t - SOLDER USED IN WATE i SUPPLY SYSTEM,CANNOT EXCEED 2110 OF 1% L EAD. t - ,00;' f�tj C0MT1Z>A6T r Z T-0 VF-fZi r-Y ALL MF � ���t� S t ttl �t�LD Blower door'. � t'�/„ and ductivorr 4 . 71 - t� 2�-.4 'TOD �,tr8+�.t..►to'Q,0 � ALL PLUMSING LUMBINAASTE testing requ�r�d. � NCM : I kr5T7.L.L. ALL Neu W 1�G t� t'�"�tK � �: � &WATER LINES NEED,— �-- COL'E ' ,3` 4 -[� TEvTIPdG-DEFOP��. R;N� • ;.., wQ. �, A ," xyr. t i" Y wrFys r Z S V, .0 O t, I . .a .. r 10N 1 VV Must provide Manuals ramT D.J and S a NYS Energy Code N lT Y t w a •» ` N W Y V h m- h in in ri I u 'sue a` 12 I n f -. I FA - ih ioh..I t tt t 4 rJ 1 rt a i" _ ao-m T�..tJl-t�tt,+L! ���"�' .7113►U12/.�"•; TO �U syr�CWY i vet 71 u eA �- N • CC �7J�D O. f-�X�iGt ' L ri�lL1Mft G Zx �rto`olu �I � G.� L r t►.1Gt_h�t� a � � N �- 44 ! r450L&-n ON P1 D6, F, v" r r err e -I-PSvm WxX'mTA.` iSpr�Gt L C l A ' t�ei,4u ezo-r qavcropr= w&LL R yr — 12-441 rl wL.&rlou t , J=X14YT-I N U Z'<4 'STz,t>Q l CD D.C. f 2u�T�X PLY x ® IL,ISO,G, t z LL 1/111 1AYP6UM rZ&Rr,> T4F?,= -<;�, ZeU� 13&Ttt f= asIra maw �zy Pot s M`-TGt F0U&1t>&T10t� F ' r • 4 � r loll YA �' ••^a"` i!*.r.may, • '6r g ^4 ✓ `KT 2 aF2 i N WIND FRAMING NOTES -- _ ?) Rr,.,GE-:7O-RAFTERASSEMKY: _--__-- 1-114"x 20 gauge strIp stall be ata&ed to each Fa r:1 ra`e s in a�dsrvR to tb`e 3.4 - - -- _.--- . . _ _ - _. tiVher a mar 5e is use?in s c(a Z ridge sbaa.l`w njTte:e°'s?:CONSTRUCTION NOTES: in earb arid*. ft cviar tie need rotecceed tte l.Eb,1�,rLr,lbe,c-V�a is in t:q s1n _ ---_.__--- _ -- --- __ - - --- � CL 1';.The Infort iatol wthin d•is set a constrLction C'=rrierts is related to bast✓design 2 i.Ra F rFR-TO�'r*A I ASSEt'3:.1': -- --- ---- insert and f wring eeals.They a-e intended as a ccnstriction aid,not a subeihule _etera!`ra^nri:;y and shear vrar ccnnecyors fey rafer,oeF rig or t --.s L:roG G ate shall�n __ ---- I S tom- �c? 'br gere-al y sonepted gooc buldirg practice and canpAanee wt!h Current New York accerr a^ae!c table 3.3.!Attu✓✓a rafter or:rrss do not fa" r f ne%b. stxs be!ay.rate-s 11r Stata building codes.T*e Ge^eel Goritrao or is responsible for providing sterile d or tries st s i ce Cite 1 ed to the.tia?'wp plate and trews 1 tc-:)G a e sto9 to egad ed to 9 t3 +- CY\ e to the Vre:1 stud v:th Lcl R Geri. c'r5.Roofs overt .^rr ` .�-t Crx7atr'JGtif1r data is and procedures b enSLn3 a;rv'�Siorra�r fetfsted,stnxdirallur a•iy.,g`,.a rB:e 5i•:,e Ofi tree tu'cir. sound and a weal•e*prod carpleted product sta I sue:,rr�r e;ted w.di Lcl;t conzec cns ar a�arce v.t`�tzb a 3.3c. 3i.WK-1-a t.-W Ai_L ASSEMBLY e � 23.The General Contractor is resruonsits a for ensiairg that an✓Carts and cristvctia'i _ W -G N ✓tees cu rent federal.slate,county avid loom codes,erdinarxx's and regulations.etc. W211 studs axve anc suds be�v a floor level sRA be aft!-red w••th r ef`rcorn act:xis These codes are to be eonsice-ed as part ethhe spedficaliDrs V this bu Ic!rg and accorca"m rr`�table 3.3b.When wail studs above do rot 0 in lne+ai't•studs be a&,t^e � Q M skald be adhered 1a even fl irr variance w11h the Mar. Studs se" be a*tac-ed to a cent✓-K-r marrber n die floor assembly wfch u,,A co nrectcTs In F -0 � �Q accorca,sa rtt table 3.3. 3).Qim"ions she! take prudent(rrer scaled d-amiigs. (DO NOT SCALE DRAW NGS;. 44.WALL ASS_t.ABLY TO FOL!NDATION_ V =r5t*W!Clams stray be ocr-ff red to the foLnCat,^.n,6-9;atS,.^.-b--,4,;_^Pt e Wv t,=l` - ---- - -- - --- � Ql 4,Tyre erg rear has not teen engaged for construct'on supenis cn and assdrnes no Mr nectars Seel straps s`a! have a r^inirnum er,besf rr rt G!7 k -3s In:Yt^.c ore ---- -- -. - --- - msportsib I- forconstrtdforr coo-6ratng with these plans,ror resper itiity for "ra daten s^d slap-on-grade,15 inches'✓✓rraaorrf bock fort:ator.s,cr aid oiler rreans.matods.techrigr es,sequences,or pmoedures,or for see rite We a•td m?ed in accordance out~table 3.3t; 'WI-on sten!st t s ass'rappec urde-fie = _ - _ : p-emut cns and pr�D;�rrs r^connection with the wok.There a e no warranties fora bo orrr;a-,3 inch seam washes shah?b.^usod tr.it_tie ar&c•taus.Armor to t -- j to n s to oe spaced src sized in acoordarce b taae 3-2a.Ir,adeffio^-o a' IS- saecic:use expressed c implied in the use Cf these plans. sty" g s annoy t;o!ts Preto Do spaced. be wryer$1'l knfiss try t,e end-fa sic plate a-d 2fl .. ! 5:.R"r to to t'.tinea.v arrd Doer schedule ter exterior openngs. 6).The Gem-al Ccnt'actor Is tc ersire tttat masonry"or preexactec frreplaces greets 5).TYaF I F X-FR;OR S!-FAR AI, L M%H FCTIONS: or exceeds mznr.-facture's spell-roatrors and app:rca:x1e codes. Type I ee&:r shear ka!Is with a rrH,.n!jm of V16 h&..cod structural parcel or the ex:eri*,: - attacl ed A!,Ad common r3 is a- E"o.c.at the pare:edges ane 12"o.c. n the field.anc -- --- --- -- _ - -- 7t The Gene-ai Cont-actor is b consu8 witii 4ie avr4w for aft bxuIP-In hams 12 irctt rr,'su^t wanboa v on the irttertx a3aChed ta:Pi 51 cooler ra is a:7'o.c.at Fare r►.. such as bookcases,shelving,Dantry,cores.tins,etc. edges art! a.c.it the Feld stm°cs xt accordance willf,the!ergth ecuterrierrts speMfieL' - - - - -- 8).Y.rnd load regIrernents sha!I be taken irrb account durirg corrst^--tior,. In tWe 3 1.52-b. -6%TYPE V EKTERiCA SHE4RWA;.l CC NE':.' MIS: Tah!e 31 Na-lkig Sired ie('hood Framed Ccnstrrctia-itlartual20'5,Pages 149 and 193) FOUNDATION NOTES: Type I!exl°xrshearaa!!s 5nan meet the requierne"m!`table trams the a Ypsoe!iate _--- - -- -- - 3.15. Number of Number of - 1).The Genera!Cen',rac':or and!Lfason tD review plans,a e�✓atlons,dotal s aM notes to � f detanrrhis intended heighs of fiished roags)above typical grade. 7).W R OR SHE.ARNALi.CONNECTrON3: Jo nt Descri;t13f1 ---- -- CO'T mct;Nails Box Nags Nail S" Aliowabis ie ,,pacing i s lea!! Vg is pvv:cs;it:ahtc 3.'4 sha?be per-iclr d taa 5e in. �rih M. -- --- ROOF NAILING -- -r 2;.A:t iDalings b rest e r tundisturbr+d(virgin}se 1.assLrned tieara g 3C psi Intelo-s`ea-wals are us_d.Sieat nc aric correct cris sha I tie it a=,.dance-r,1^ r 2.4.42 s^d 2 2.4-eroe•t:elv moo- �a ? 3'..Provide 1.7 exparsbri oirrt material between concretee sl3os and ab0ting Ray., to Top Rate(Tee-ral.ed'; 3-Sd 3-5d pet'mler concrete or masonry walls ocaairg in exterior or unneeted ir:er-~r areas. 8h CONtr=r,T O!rS,'►R�^,U".D Ek?ERIOR 1NAL�OP;hiitiGS: Ce!';,g Joist to Too Plate(Toe-naffed; 3-8d 3- pe'�'wt i •.EM 0 ^leader and or girder ecr lectons shall oe atturchec with u:0 con-wt ra in eocorda=e Gone r g.;alst t0 Paral'e'Rafter(Face-nailed) 5-16d 5-16d each lap 4- X 19.Ary row corcreta wails be:rig ath2rhed to east a co iae!�e stvctr:re shall vvi�table 3.5..Nindcw sill pkses shad be have steel correctors in ac=caxm wtt.!•t Me 2: tj be hstalied w-!n*4 e-bar.18•brig a,12"o.c..Jse ap;mved eo oxv f2r insraraton. 3.5. Ceiing Joist Laps Over Partitions(Face-naledt 5-16d 5-16d each lap � W 4- ;.Unless Otte-wlss ro ,a^ = Coy ar Me to Rafter(Toe-nailed) 2-10d 2-+,Id per tie 5 slabs on grade to be 25ZO p.sL Conti a to be 9;.CATHECRAL CEILKIG ASS 1BL`•': t►1`ere a�_�_i_t t Blacking I-Rafter(Toe nailed) 2-hid 2-10d eacfi end •-- pared on 4 inch thus sane or gravel iI with Boot?wire resh re!rf.Dicing Interior slabs -o•a o ba usa_d as a struMra.bear^..the raps s slat•e i^ter t>ft nets -ana i to to m rim,rr•3-1.2 inch thict. ancho•eC�tip cf the bearrr cr sloDe co:hectors shred be a'%r•hec 10 eoch r3`sr:., c�,e RIT Board to Railer(End_ Nailed) ��■ �� 2-16d 3-16d each-end- ' - t � 8 tt'Ee^,T�, £'.'r C6r�lnr3�bf:Of th<!biS�dirtg C.CI:'tMerS'O�:^'tu-' C'.$'rd i���i S^Sll tf°DL LL Fr{1t1��.lYG ��rr� l 6).Crum+!soaves b be provided witty a n•inirnium 137u24"excess opening.i•tstell ore attR&ev a*'r t'+e abv.•e regt�ar*ie*rt,. 8x'6 cast i-on jorundatrsn vert'or every 150 sq.B.of area. NOTES: Top Pate to Top P ate(Face-nailed? Z-'ed ji) Z_1od(1} - pe-fxi DECK AND COVERED PORCH NOTES: � 7'..Dar-pproof exterior of f�a�,with bituminous coati,g as pe-sect en Roes d Top Prates at Intersections(Face-railed) 4-16d 5-=6d joists-each side N.Y.S.Resident a Construc9on Coen.A 6-ma potyetn:ylene flm shall be app'ied vie, I'.Urlm c-tro use ne!er'.,at f�r�g reatoda:tc be�1 ACC p-s-ss o!r_at-�i;uma^r. Ch Stt1L'to SiU�(Face-ftai!ed i 2-if LA 2-1� <<'o.c. the below grace portion of exterior wale prior to cacid;ling. Ai!faste^e•s.hangers a^d am-chars to be Ca vi vzec,r satnlsss etee' Heade-to Healer(Fay-nailed' 16d 16d :5"o.c alc^g edges 61,.Dmirage as oer section R4-�-5 of N"S.Restcsrdal Constructor Code. 21.C�i-t'e-s f^•✓ruhe;c .sue to ba tiorFa to each tics!,wi i vc stsrs ar.'^:-; - Gtrdie-n c-mcW.e p:e•s steal be 3nr bored wit-pr�F s-- :•clue--3 FRAMING NOTES fray cc-:c-. - ^:F-a -.r! t r >:r kx>•;a. :•t-If x rt v;., .,.•z j . ' Ton o,ISctto'n Plate to Stud(Er!d Naiiad) 3-16d 2-43d per stud # I;.Al framing tech✓ ques and methods as press,plve design o'2022 G ng g rders shaf be an&cred to a'2'x'2"x'2"t!-;z sets hoc 4^�.3) Poste s.cacxti. i motion Wood Fra^ii Ccnstnrc!an hAanua:. n-.- '� Use a rri^ .,., 112"c.a x?'long arctic✓bU t urtt a enArs ar;t^r,!tbe 2' Unless otherwtse noted,all to ling and stnxb"!wood!material to be#2+BTR. 3 R Ce' w grace Cox rote piano be used with PG Fv c^esr e s;, ^,^.`s cr pc r;...ra- '" Ec;tor.,Pate to Flocr Jcist,Bard Jost,End joist or�c6hi{Face-Nei? 2-16d ,2) 2-Zod(1,2.) per foot tic hales It. 41.DAck�-s tc have blocl G a:8'C D-C-- (- ( 3`,.F ours.orals.ceirigs and✓alters to be spaced at 16 inches ex-unless nd+tee 51.A mini �r-c`18 r;^i2sta^g steal be i eta to i te-a=e tn.-b_;d rr r 1 L r. --- -------- FLOOR FRAPrII. .__.-_ -- y -___•_ F' FRAMING v'�ieraise. xdae te has-erred to!✓sliding writ VT da toe*t rasi•r s a-..r;srs Jest D ST,Tcp PLtn a or Girter(Tee•nai'ed) 4-8d 4-10d per joist 4/.Unless ott ervrtse Hated,all beamg wa;heade-s to be(21,2x1Q#2+BTR.Doug.Fir. Whore r e`a` Ed"ging to Joist(Tea-,'1ai ed) 2-8d 2-1Cd each end } F3earrtl;vaa!I!headers to have(2)jerk studs and{?)f rI length studs o1 each side of at, 6).Comte piers steel be a minirrurr 6"aDave grace. Btack.'rg t0.IOlst(Toe-nailed" 2-8d 2-1ud each end 1 t',`� ope•tings.LVL 4eeders to have(3)jact suds and(2i ful'length studs or each side of BiOC'{' i0 Sill o'TQn Plate(Toe-ftEiledy i i LLJ opentn5s fta�wall windam sills sta'I also hava(2"t.Mradon sl plates fo•NA waft AN j*ts to be sumported wh harpers and Cantors.Fact• .oust soli etas;to a'r�Ored � ) 3-16d 4-16d each block t openings betwee-41 and 60 and 2x5 Cal:epee gs be.veen 511 a^d li'9.wide fire to girde,'S" Ler:•ge-Strp:o Beam(Face-nailed) 3-16d 4-16d eat joist 1 and Noddrig where aX 6 . Jdst on Ledger to Beam(Toe-naled) 3-8d 3-10d per;xst di.Cv ierw'Pools sh0 be asseritied aid and tired due se-A rrs^.rar s,s t T.ca t:.ii 1110 ?-16d 4-16d per joist 5;.A I fl.sn beans!!teaders be maned rvitit Heavy duty g ha✓pens and Ea''_,lulu!to Joist(Err+-1a°led; erchors where appli�:e r al �� gists• PLUMBING NOTES Bard Joist tc Sql cr Top Plate(Toe-naied' 2.16d (1) 3-16d (1) per foot E;.Double up tow joists undo,wals mat run parallel to the floor joist and under batht:.bs 1).AIf k"a±er Sucp?y.craireae and vent ng b se instal ed as per`i:�.;,.ides ce^�ei ROOF SHEATHING --- Floors to have ceramic trio insiniled eel be veried`ar proper hoed c want✓✓urless noted Corstruct cr Code. on Mars. Structural Panels(See totes 4,5 and 6) 21.Verif;se^t c system;01-ft Engireer fa-S:fo!F Ccu-`-y Heil-^L`c::ar`rert apprvrel. i'itp.rbr Z:.r'e 8C 10d Organ. 12"f 7;.Parvide blods'.ngtridgirg in too-joists at 873 c.c..Use sold bioddrg it foot joists 3, B ors l 5 ids r - Pe"note.*Edge Zone 8C 1:>it '"F "``IFI: urder at bearing we'Is r ,p etas or josts are at Out dirt g ir,"!S'm any pI. rb--1. rrrate;Car.k g - pmv+,fe ado---To b^acing and pia tea to protf:and ss.-X.rn f!'n shict;.rs.IVe-r W. t e G3b!e E. hake tV t. up to I'Rake Gverl':ang Sd 'stud �"er,,e_ r 6 '5-_!.i. 8'..P-Wde ins.da7on baffles at eave vents tiov, en raters.Instal drat:bloohng as state code and nia^ufact�re's recommrenca'on fc-rn£x;-.L-,,r ho'a si`a a",!­-s-tnc,rg perTROt -- needed. HVAC SYSTEM NOTES' CEI' ING SHEATHING --- --- - ---- -- 6',.Unless otherwise nmed,an roots and wails to have a r^inimd^r 1.7 tnict,4 ply FT H .• - �; 4. Gy psa-n Via`board 5d coolers 5d hers r edge 1'3"field CDX exterio.she2d•:ng grade p' nod.Pyrrood tr araer vas•plates and hearers. I M act a a su`xarh-a a rs reshlrrsi.fe( adnea-nq to al aa�:icy;,-c_:.des and safo.f _ ----- - - - - recu m e-t IVALL SHEATHING 1Cj Unless otherwise noted L-se Xf eft T&G PTS Fro,Advantsch p'ywood s.tbf!oo► 2).I411AC subomtmr:W. is tc fat'y oaardina:e a I s:sam dTa and ragJ erierts wiri Tie SxLlc!Parlels(See Notes 1,2,and 31, 8d loot E edge/'2"$etd ac*isred 01-PL4r.'3 adhesive a-id scrwm;d tD roa-joists.Frrished Boor to be installed equome^t s�pp!ar. oversut`ioor-as per clan rya ,-e's instructans. 11)All bathroori wsl s to tave 1r'2"thick moisture4estistant sheet ock.Garage w`a Is and 3ti H. s r:ooM:•ac'.or to wide fret system Ix�d+i draaving a id sr tnl'I't the Genera 5d coders coolers !'edge I i 3'Meld cei irgs and(wer tu^race to tare 51E'•IhkA type-x eeetrodc-Al otner parrs o`buildingCort>iwt r a^d owner�+xal review and appr-,+al. Gypsum V'r'a!;board to have regular ln'sheetrec All wells tobe tape!ardfl,ished. ELECTRICAL NOTES: _ - FLOOR SHEATHING 12) A41 roof wit a pit:b less titer 412 shah!be Inimled wit!•an Ice&.Water barer or 1}A.?eiect^z;a'to ne irstaiNed as per N.Y.S. Cc-rs:ti-�Crt Code Structural Panei5 approved eqW.Pat roots MA be appl ed with a Fltergias base sheet vs%th an EPDta 1'D'lest 8C 1 6`edge it':2'a :orcn dawn-ype rna•.er'ral v+er. 21.A'ek-.�-,•ar work slat t e aprroveA!y a rl;at=red L'nr ,�rlcr•. eld 13) All sill pia-rs and wood to contact tvth concrete to be pressure Vested.511 plates to 3) t.-istar,s--cke da:ecw5 are carbon N!*-Cvxt6 da.ect-: S ter:J.9l-UA as Der sEZtt,R317 0 j Na17!5 reps!°remerti are based on wall shez�ing nailed 6r`on-center at the panel edge. At'.ernate nairrlg schecuies steal! be tnsalers>s!fr a roar✓s!1 gasket,aid�p rr hex ter-ne shield or approved ec tail rf N.Y.S.-eslden"zl Corte ruxtcn be used there Weil sheathing railing is reduced. For exanTle,V wall slx thin is nailed 3 aches on-oenter a:the panel edge tc obta n higher shear capacities,naArg requirerrierits#or st''sc".ural members siaq the doubled,or alternate ccrrec'tDrs sear be used to mak:ta'r Icad pat i. CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA ea"r. W:trin4fee. fire comers, zoneaxadwe .requitemer:tsshallbeused. (2 F�rVrat's� r'>9 f o{ coos edge rt __-_-- - - -- --- (31 Tat t`ateC'2 inch c.c.nail spadng assumes waft sheathing!".ached to s+A frame mearters Wilt 0.42<G<0.4.9. Ground Snow 'Wind Seismic Weathering Frost Line Ter-i'te Decay --`--printer ice Barrier Flood Hazards (4) For roof sheatrring wt n 4 feet of the perimeter edge of the roc.jllduldirIg 4 feet on each side of the roof peak,the 4 foot �;��� ,.�•�,.�� , Load Speed Depth Design Undef iayment peri fete"zone attachmert requirements shall be used. Temp. Required (5;Tabulated 12 inch o.c.nail spacing assumes roc`sheathing attached to rafter i truss rTaning members with G>4.49.Fof i d 25 psf "40 mph B Severe 36 in. - Made :e Slight tc) 15'F Yes fra-n'ng met*bers V:tfth<0.42<G<0.49,the nail spacing shall be reduce:;to 6 inches O.C. to Heavy Temp. 77 (r For vr'.rd speeds greater t"a^130 mph,blocking is required which transfers shear bad to b4mo additlonai rafters(3 rafters in � (7)For extcricr pard siding,g&ar"ized box nafs shaq to pe^r-it ed to be%;bstfuted for axnrron nails, N ,-r z � .SC u BATH CONNECTION DETAILS WIND RESIST"NNT CONSTRUCTION CONNECTORS CONSTRUCTION DETAILS & WIND LOAD P � 'co ° CONNECTION LOCATION: PART NUMBER: NOTES: .5 * co RIDGE—TO—RAF T N S LSTA24 APPLY TO EACH PAIR OF RAFTERS !c ,� RAFTER— RT20 APPLY TO EACH RAFTER RAFTER—TO—PLATE RT15 APPLY TO EACH RAFTER RAFTER WITH SPTH4 CONNECTOR NOTCHEDA RAFTER PLATE—TO—WALL STUD SPTH4 APPLY TO EACH WALL STUD R 2ND. FLOOR WALL-10-1ST. FLQQLWA-LL KLFTA OR MSTA36 APPLY TO EA MALL STUD HEADER—TO—JACK STUD LSTA12 APPLY TO EACH JACK STUD , LQ CRIPPLE STUD—TO—HEADER RT3 OR RT7 APPLY TO EACH CRIPPLE STUD SHEAR FALL HOLDDOW- ANCHOR ADS5 APPLY TO EACH SMMALL MD I WRAP UNDER DOUBLE SILL PLATE s 1ST. FLOOR—UNDER—S:LL PLATE MSTA36 OR RS16—R USE VITH 3' SQUARE WASHER51I USA TK FOUMWM pR APMWYM URP MEETAL FOCI MOM MY M FtM23T4rT C 1 mxTm "® t PRO'ADE 10 SPACMG 4-- RAFTER BETWEEN THE EIS STUD ..T �.� 4 AND THE 7 OTHER STUDS ANaM�Taas�cr�a � c�a �� FOR AL1QWI?NG CONN"'L-CT CORNER STUD �u�u►�ro _ # RAFTER E 0L0� INSTALLATION TO SC AR rr.W TOP PLATE TEN V'VITtt�2)16d sruaw 3roc NAtS Q r Q.C. 0 m r0imar TOP PATE 9011m1 - �� WALL STUD SID4�WALL ALL t WALL STUD �� Tn�R1�TER TQ 1�A1 L STUD C.t>t�'�CTEt�t � 2ND.FL00R WALL STUD 2ND.FLOP� � uj W00D JX== RIM BCWW HEADER R BLOCIGNO V V=JOdST ' 1 ST. FLOOR TOP PLATES atRDE110HEADER 5 W'000 t3 RWOOD JOLT IST FLOM WALL STUD - , s 1ST. FLOOR WALL STUD ` 1 ST.FLOOR PLATE SRL 0ZIET � SUSFt.00tq WALL STUD WALL STUD M.4, BOARD TER% VG-0 BOTTOM PLATE BOTTOM PLATE BATHTUB SILL PLATE ' . Dt3l.SILL.P'tAT SUB FLOOR DOUE DOU�.E.tQtST DOVOi.E JOIST _ (TO OAP JOK"�tt'S) FOUIND4TION WALL , FOUMATIONWALL ; { pip^`vq'"'r"*.S'•'[_- INA ,�4ST FOR VA1.l,S ea '` f r to L T l j I'l C'f,N 0,N N E!",-01 Ai, z p _3 R C 1-11, TQ1J 4 4 �4-3 :S R U1 C_1 7 _jC t-' J�1� Fj 7 NJ 44, 1—ytj N ri+S P!_-,ST TO DA 'U OR 'M:6 T c 4- 5 -'A 'PC, JSF N. I ­S _:v- /-' 1 '�_ 7' A14-F.' SE -- — 'p 4 Q_�JR E I _Q_S i-4 Z PBSE4 K-44 !z 7f�:F FOR EA-k- POST E_ _ 4) FR/-4FADE::� 556. PHSH56 KC-55 JSJE CNE 7-YP E PQ��T T. OP E:ACI- POST At _R -1 Fo? F7A 2-4(2, ^O; ,M!L7 LPL _ IZT�- LST 24 - LST " -FPNEI TV! L 4)S� nk R P 4i"FC uj -0 tjZf-_A _:-F • S:7 FQR EACH RAF-JER _R71 r; V C" 0 gy IjSz- 01,4 EACH RAF'7E-?- V:DA1 '_SE ON-Y -ER A-9 -0 I Tkjj2F, CA.N' NC7 ME LISED _E'%r L Dpopp N:) ;?E 7 C-, S C N.F,AFT . �-4 1,SE T--T A-PROVED US- •k4F7AL -_W.E,-_70:ZS FOR W S;SrfN N T-p_�c 0 w 0; 7 WEK!�-- _-A -:�K INIS-R-jCTIONS 70 A:"!z%'E MAX.YUM UR"'T LCA� CAP 8,-1 n. . LF FU�PDN VA?4:-;7AC RECC ;N, -'-A t cn RIXF T TONS 11 9ft"(Wood Framed Cariftudari Wm*2015,Pates 140 end lq i7) Nuffka Of wrftof L Can=Nab Bafth Nd pptft ROOF NIM Rafter b Top Phft(Toe 4wK 3-5d 3-8d per aft cewc Jow ID Top Pats(rob 4wkip 3-8d 3-8d Perim E 171 C4rQJ0WbPMWRdw(Faw4mbM 5-16d 5-16d Will bp 7 V: C-G&V Joist Lap OvwPwt?J"(Face qWK 5-16d i 5-16d esch Isp COIN 710 to Rem(To&fw§4 2-10d I 2-10d parle ftdft to Reftr(roe rW" 2-8d 2-10d =ch end • �b ft%rT t Nfta 2-16d 3-16d Will erd S T I P F': BW%�_bR2fk1r_T_w -------- WALLFRANNG p a PAID Taw qlaw i 2-1e (11 2-18d(i) ptet GIRDER rTo�Fiiii In Tc� Top Plebs itt lnlw"cft (Few i 4-18d Saud b SW(Few 4%sK 2-16d ► 2-16d 2r to c Pleader b Hesdw(Face-ndW 16d 1 ircz *M ado" P!M IF) j: Top or Bolb, Pate b SW pid N&W 3-16d 2-40d _L Tc 14 2-l6d(1.2) FLOOR FRAMM, E-_7-it JoW b 31.Top Pkb orGkdar(Too qmK 4-i0d i BeK%ft 10 JOW(TOO-111S1ad; 2-W 2-10d it sad,erd to Joist 2-8 2-10d i eat vidb Bbftg to SM crTop Flab(Toofaed) 3-16d t• 4.18d block ledger Strip Beamto B (FoweK 3-16d 4.16d j ! `` ��' i:` �.�� �`\ Joist on Ledgw b am ffoe-miqM 3-6d 3-10d Perim Band Joist b Joist(Er duellist) 13-16d 4-led Band jwb%q0rT0pp111q(Tw4wK ' 2-16d(1) 3.lfd (11 I partot r 7- ROOF SHEATH M. rtettarzane vchFd ftft(See Notes 4.5 and 6) P.,�)S L.17/C l 'j i_� 8d lad I I 16"W k A ftr nabs Edge Zane 10d 6'edge!6'1 V) 61 edge S C L U1 8d 10d p 01 Gobb Ed Pift wM up Jo 11 R"OM Od cem&fA'a 5d cooieft mOQt1iAfS ! rewirw GYM" WAMSWATHM WINUM PxWqSm Notre 1.Z at 3) 8d 10d lr edge flrw 2N PQSj/QQ 5d co*m Waders redplIC'SM k4N CON',': -T ON Q G'RHRZ�4 c P o S A-,3 7 �!'�T -,':��'-j p D mm wamm FLOORSHEATHNG Shxbjrld Palub Od lod edg& Aftffvft aWq whedtft ft! ba used where wdstieft iiieftbiedumd ForwwMK If wd alwift Is neW 3 hcW umvibrafft PEW edge to obtain Notiar shearrapecliee,nafflMnequivio lDrdmckW members ohdbe6xiAgd,ord!oo,mtoLmum-:b awl be used b mWein bad pM _Z% ale 1 (�For 1a8t ahettdlhg within 41eet d the oortters.the btn loot edge mite eiaAd+rr>Ent abet!be tee. S T (3)Tdx*bdl2kicho.cfwAspwftniiii1 vddL vW D OA wth 0.42<WA. (4) PM 110im we sbdwmt rewiremeft ttteop{,e�rf�matar edge d the roof.k►dtrdirg 4 teat an teach dde a41he rod per.,.Qua 41eat be used. L ; (5)Ta1XAftdl21richo.c net @pat*q@m, rod stwitigeW ftdfV nwitas <0ANW.40,ft net spaft shal be mftioed b 6 kdm me. C",D)NCRETE PIE" 1 ? JTIN�., ��;"",-"7� L 1 (7)Fcredmb pwWvdng,q&arda@d box mb dwl bapam"sd b be Wis. p 7 DECK AND COVERED PORCH NOTES: �11�tbftmclw m6Kdftw&V nee mhd1bbv0nA0Qpvwn Inlet k1*1. m !2 S.'7- y.- 1-ft'%-DEP --go 6-4-010 fabogwvk or 11" P ow. act CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA 1v&)wa wesimitia. vrdkxrbvwdawwmwwwi wwmft I - -- - - ----- 3'j.Poebvuppa1hqgkftvdWba d= 1ov12'AftW w9ftcc ft*4 Ground Snow ; Windd Setsrrk Weaevrind Frost Line' Termfte! fey Winter iter ce Barrier Flood Huards use orimun vr cis xr bV wwlwktwM� m0wiv ardfvAL Fw&WSW be 311L b*wVuNL GHmwM mc&shd hm 1rdbL canob Pere 7 balawpuft. spew Deg;71�jnderfzrmwit Load Tomm BNdTd 41 Dw&)aft b�t�+od' it Modefift SlIghto 415T Yes25pef 140MPh, B Ssws 14Afthu dOW"Odbel bstpw ftbAftwd1K1pw I "), 36 In. to Heavy Wdenft d 1r ac. 4 Cwaft pan Od to a ft4wim Ir WsdL 7jMXfti, 44be alI Each JaMdiddiotwaida _711" ID 0111-