Loading...
HomeMy WebLinkAbout39501-Z S�yFroli '':, �o 4.... Town of Southold 9/16/2015 o '"- a P.O.Box 1179 `t CO . 53095 Main Rd oy�ol �o�r+¢4 Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 37779 Date: 9/16/2015 THIS CERTIFIES that the building PORCH Location of Property: 1015 Village Ln, Mattituck SCTM#: 473889 Sec/Block/Lot: 114.-6-12 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 1/14/2015 pursuant to which Building Permit No. 39501 dated 1/23/2015 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: ADDITIONS AND ALTERATIONS INCLUDING NEW COVERED FRONT PORCH AND REAR DECK TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR The certificate is issued to Konarski,Michael&Konarski,Barbara of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 39501 09-03-2015 PLUMBERS CERTIFICATION DATED 08-12-2015 Hi-Tech Plumbing i/. - ho ed Si ature gU X TOWN OF SOUTHOLD 'NA o BUILDING DEPARTMENT TOWN CLERK'S OFFICE c€o _Se SOUTHOLD, NY y�ol * �a ¢ 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#: 39501 Date: 1/23/2015 Permission is hereby granted to: Konarski, Michael & Konarski, Barbara PO BOX 194 Mattituck, NY 11952 To: Additions and alterations to an existing single family dwelling as applied for. At premises located at: 1015 Village Ln, Mattituck SCTM # 473889 Sec/Block/Lot# 114.-6-12 Pursuant to application dated 1/14/2015 and approved by the Building Inspector. To expire on 7/23/2016. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $328.00 CO -ADDITION TO DWELLING $50.00 Total: $378.00 10, Building nspector Form No.6 TOWN OF SOUTHOLD `fr��I � j < I) ,' t r� p S X14 BUILDING DEPARTMENT �} TOWN HALL 765-1802 }il I � 1 <<1 1 �d APPLICATION FOR CERTIFICATE OF OCCUPANCY L - —_� '4:111 11'01P This application must be filled in by typewriter or ink and submitted to the Building Department�wihe o owing: A. For new building or new use: 1 Final survey of property with accurate location of all buildings,property lines, streets,and unusual natural or topographic features 2 Final Approval from Health Dept of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead 5. Commercial building, industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building 6, Submit Planning Board Approval of completed site plan requirements B. For existing buildings(prior to April 9, 1957) non-conforming uses,or buildings and"pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic features 2 A properly completed application and consent to inspect signed by the applicant If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50 00,Alterations to dwelling$50 00, Swimming pool $50 00,Accessory building$50 00,Additions to accessory building$50 00,Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy- $25 4 Updated Certificate of Occupancy- $50 00 5 Temporary Certificate of Occupancy-Residential $15 00,Commercial $15 00 AQ� Date. G -' ��i��lv New Construction. [/ Old or Pre-existing Building- (check one)A-A.` Location of Property L 0 r �S t \(i 1 ,Pv1� ONS, ]l i1 de-- No. Street Hamlet Owner or Owners of Property - , 4' gooiNCNALe, 1.0 S t�1 Suffolk County Tax Map No 1000, Section 1 LI Block `p Lot Subdivision ` Filed Map. Lot: Permit No. 7 \S S-© Date of Permit. l Z 3 �' Applicant. e.,-S Health Dept. Approval. Underwriters Approval. Planning Board Approval Request for Temporary Certificate Final Certificate. (check mine) Fee Submitted $ so .®� fi) .44011n Applicant Sig .t►,rr� e_ .��� G.AL 14 0 5J CS ,ii, iii.„_ Town Hall Annex �� ® Telephone(631)765-1802 54375 Main Road : Fax Fax(631)765-9502 P.O.Box 1179 ; t.cr..A4." 0 roger.richert(a�town.southold.nv.us Southold,NY 11971-0959 : yc®UNT1,4 !•... iii' BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Mike Konarski Address: 1015 Village Lane City: Mattituck St: New York Zip: 11952 Building Permit#: 39501 Section: 114 Block 6 Lot: 12 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Harborview Electric License No: 31745-ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor X 1st Floor X Pool New Renovation 2nd Floor Hot Tub Addition X Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 4 Ceiling Fixtures 2 HID Fixtures Service 3 ph Hot Water GFCI Recpt 2 Wall Fixtures 1 Smoke Detectors Main Panel A/C Condenser Single Recpt 1 Recessed Fixtures 3 CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt 1-30/ Emergency Fixtures Time Clocks Disconnect Switches 10 Twist Lock Exit Fixtures TVSS Other Equipment: 1- Exhaust Fan, 1- Paddle Fan, 1- ARC Fault Circiut Breaker Notes: 4zz Inspector Signature: — - Date: September 3, 2015 Electrical 81 Compliance Form xls r y:� Town Hall Annex eTelephone(631)765-1802 54375 Main Road 3 � s'"x; 9 �� Z Fax(631)765-9502 P.O.Box 1179 ;i;r co Southold,NY 11971-0959 Z O DI I ' �� I BUILDING DEPARTMENT I TOWN OF SOUTHOLD _ ( SEP 1 4 2 015 BLDG DEPT ri,c,0,oi.1DID CERTIFICATION Date: g t Z/! Building Permit No. 3 `I t Owner: f1/1 l I {10.to loam°. VD v'of LeS — (Please print) E1,1201 PLILISSING, Plumber: - PO ROX 2011 JAP RT:6W 1901 I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. ihkx i ers Signature) Sworn to before me this day of o6-- , 20 /(j RICHt4tID Siete 1N Yolk m f' F/ �;,,,moires s��.�,"All' • • , 7 Public, ,CU f f County 3 7(co „V,,,,,,,,, ,,,,6e. ry- # *; TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] F DATION 1ST [ ] ROUGH PLUMBING [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL-(FINAL) [ ] CODE VIOLATI •+ [ ] CAULK REMARKS: Ati DATE y4111 INSPECTOR ;i7f 3?6-'677L 1,�ho��OF SOUTyoe N fi f 41 , o . TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 rPECTION- FOUvApi _____.-- NDATION 1ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ -] FIRE SAFETY INSPECTION - [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: II dtC-- ‘11 ..ii i /�'T / - 7 DATE ,13 c INSPECTOR - ,,,,,,,,,,,,,, 315, ® „,,,,,F SObTyolo 1.-1 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOU ATION 1ST [ ] ROUGH PLUMBING { 1 ] UNDATION [ ] INSULATION ' 0� [ FRAMING / ING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: /94rie_, 77) 4,0 , DATE INSPECTOR -/ 1 a� 0 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] -ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: tal RIM .1 MI ILL,MIRIIIF #002.1 .1 11.1111M jig DATE ( 6- ' INSPECTOR ho�aOF SOp ��. 4°)\ Olitrfl TOWN OF SOUTHOLD BUILDING DEPT. 765-1602 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: ie-0,6161- DATE 4//53/-/ INSPECTORS gZ7ces �*Of SOu �'Y�OUHIN,N,,. TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] R9UGH PLUMBING [ ] FOUNDATION 2ND [ vIIINSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING • REMARKS: i 3 B 1 74-6-7-4-7 DATE a5/-Y ;J----- INSPECTOR ] `~ -37° iiiiso;--- r4N .. : 11,1 �c 1 1 �ycOUNi'1,�,,.'1 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION= [ ] FOUNDATION 1ST [ ] R9UGH PLUMBING [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATI N [ ] CAULKING REMARKS: - 44-: ,. ..,-,47.:_____ 71,6 -,e:eij- DATE 00, // INSPECTOR I �o��OF SOUTolo , \, # *� c€ TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION, [ ] FOUNDATION 1ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INS LATION [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: iin..0-e;_tpe_vg„&.ea7 DATE INSPECTOR 1�/,�0F SOUTy,°'1*c€ DIo 1 0 41/4C) TOWN OF -SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING, [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) _WI ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE INSPECTOR . ��r ,� �pF SOU45,;- 3 TOWN'OF SOUTHOLD BUILDING'DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH LUMBING [ ] FOUNDATION 2ND [ ] I CATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: El—Lc_ Cs DATE , INSPECTOR, / 'FIELD J SP cT.QN RE?ORT DATECOMMENTS .. 1 ,,.. , ti. h r�. yam .(4,7 , %,..,,t 1 FOUNDATION(1ST) —f' . ._.:,< • • 1 . ,:,,S -* . & - - • FOUNDATION(2ND) a . . . , 7 r',.Pfi--,41:444.-d p u...,16-44, ..1. (917.1-A"....X_ --A 5,I., .ciA, . . 771-4-71--- . 0%-14--if-' C• • ,. . ' _...., )-3 . • • -...:--- g ROUGH FRAMING& PLUMBING \5749CA-,r� ����"`t �/j 1' .z.a-c? C r —T b /it d',--4.? ,-- ,,,- •ibr` - 01 c 4-/) - --V1- -- - • . i . 0 - ' , , . . eMj. --7.- 077-;. //76----,-- _,,-K-.- - ' g, r: .0--,--- ;,-;-•goz, • ,. .,..--co-,...,...y t4 INSULATION PERN.Y. '4 `'3 STATE ENERGY CODE 9/16--‘,40..e.„,-,--:e=_4*... ,/, ir . . '', .-,t-e--,-. .cy 0..0. .e.,-.0.- - ets—Ayir--....e.,-.74 . ' 6,%. / . r =''' - - . pr„ek,e',44 flo nmr- '' -- - FINAL s �% , . ,f• e-..gg . e:caemt ) 7H.,,,--__. .t,, ' • iastr`IONA `'COMM NTS'x.�;; .—.. - ; . . . 0 L p- ....: -9,- - i. pd . 7g.00 VA ?)$ci , 'Ap# ci61 ec,,,t -,* , 40c9\-73' (*..9 ul• . -'(. '(, Peenu+ 5-14 -is . &c-- . -0 . , t rq is.--. ....,„,...„. ,._„,,, gO,--z___ , n_. . , . . ,, . . . . . . . , , , , , . . . . . . F.,.... . . . , . , , . „ . . . .. . • , . ' .. . . . . . . 2- . . . . . _ . , . . . . . . . . 41 . -..\) PA • . ... . . , . • TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey SoutholdTown.NorthFork.net PERMIT NO. 3c>t'5bF Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined I ,20 Single&Separate Storm-Water Assessment Form Contact: Approved ,20 Mail to: Disapproved a/c Phone: (--).5 / (1 q Expiration - ,20 / C • IT))1� E hIE U_V_^__E Building Inspector 1 Q 2015 'PLICATION FOR BUILDING PERMIT li JAN Date // 2 20 / BLDG DEFT INSTRUCTIONS TO"tri r F :VI aOiD a. Thg'application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale.Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout,the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York,and other applicable Laws,Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances,building code,housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. tLAd t (Signature of applicant or name,if a corporation) Po / 7, 1NIu ='lvol , (f etra (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder & ; 1?QJL Name of owner of premises 1 r f✓VtctL dr PJ©l Vl. 106-42- & / 011,;;ate S IGt t "t (As on the tax roll or latest deed) If appliwnt is a corporation, signature of duly authorized officer 1 1Lume C-'T-2. (Name and title of corporate officer) Builders License No. / 1736 Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be do zoic U�tic Free, I . fi4JUi ue�- House Number Street Hamlet County Tax Map No. 1000 Section / 1 Block � �� u °IkLotY�°r.>ii 0 / ti�K3 Se e.i3 i. 4-A_A h'v.-411 Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occu ancy of proposed construction: a. Existing use and occupancy ct t�. _ w b. Intended use and occupancy 3. Nature of work(check which applicable):New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost J 1O6, o006 Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front Rear Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES NO 1.411 excess fill be removed from premises? YES NO 14.Names of Owner of premises 1 u dict 11011ta.62Sie Address WOFIN/l A itvrta,Phone No. ZQ 3- 3 Name of Architect Le m... (A.A.A8vLA— Address Com- ioPhone No `7 27 9 Name of Contractor 451A,LOS Address Phone No. Z1 q QCo 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUS FEES &D.E.C. PERMITS MAY BE REQUJRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C.PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF ) being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the CO v LA O�'�-- (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 knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this j --th day of s.,) lil i,_ 20 11S/ la �-� eD�� � 11�i11- ' Notary PubliCO Sig y '�of Applicant Notary Public,State o1 New York No.01BU6185050 Qualified in Suffolk County O!L. Commission Expires April 14,2...=v" _ . orsrr , Scott A. Russell ;°,��°su��i(�': S`7C'(0>>C�I��I[\SVA\�C'�E�� SUPERVISOR ; 2 '7 z MA. A(G IEM]EN T • SOUTHOLD TOWN HALL-P.O.Box 1179 Z v 53095 Main Road-SOUTHOLD,NEW YORK 11971 I* --'`������,' =� Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOES THIS PROJECT INVOLVE ANY OF THE FOLLOWING: (CHECK ALL THAT APPLY) t Yes No i ❑M. A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. t ❑(r B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ■ . • - . - .. . ..s •s s toes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑ ►/ D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑M E. Site preparation within the one-hundred-year floodplain as depicted , on FIRM Map of any watercourse. ❑IF. Installation of new or resurfaced impervious surfaces of- 1;000-square feet or more, unless prior approval of a Stormwater Management . Control Plan was received by the Town and the proposal includes ; in-kind replacement of impervious surfaces. . _ . _ _ _ : _ __ _ If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. APPLICANT: (Property owner,Design Professional,Agent,Contractor,Other) S.C.T.M. 1000 Date: y/� B ( /,� x 1 District NAME. /l/LCd - f 1�-O rim 715�c 1 1 q 10 __ La.. w,�, Section Block Lot GA teL /c-r rex_d_AA.L.::. :`"" FOR BUILDING DEPARTMENT LSE ONLY "" Contact Information: V 7/ C)--9O 'I ` �(� �� Reviewed By:d���fi05 /j Date: /" 1.1 —1.5 )( Property Address / Location of Construction Work. //s pq Approved for processing Building Permit. �� l S v �/�� � Stormwater Management Control Plan Not Required. -'L. SIC . � , . /(95—(9.— I/ n Stormwater Management Control Plan is Required (Forward to Engineering Department for Review.) FORM k SMCP-TOS MAY 2014 ,� 1 Cr' rj Telephone(631)765-1802 54375 Main Road n :111::. ax(631)70"52il P.O.Box1179 6 j - Q �� roger.richert(a town.sauto�d.ny.us M� ath�l�;N 971 0 •: ;r, es-,--0- //,?_ G - /2 TOWN OF SOUTHOLD PROPERTY RECORD CARD OWNER STREET /() /5 VILLAGE • DIST. SUB. LOT 7 r, 'i U1 Yi 4 b a Y4.d e; , e/,ug- , K�,Lt% `,e__ c r—a4.„.e- f`1-A 9' V lz ,e_ ,111-0,44.13-1,.---- FORMER OWNER N �' E ACR. I 1 ,-CO 6 f--4r5 S W TYPE OF BUILDING 1A/1.'4' 1YF . . . 13,1h'd' R is t5 / s' –\ RES. /v SEAS. VL. FARM COMM. CB. MISC. Mkt. Value LAND IMP. TOTAL DATE REMARKS vn -y—ea 0 / cr/ ) / / .13 .6-7/7/73 sail.) W7400. ht/nn 8AX7 F %a Roisel.” .i 13Ri,1..-s,- v- wi5 CD os-aa / b .Y "/".� - l/8I 7 �' ,S1.4a d/fi v-rn A.:/{ear 746 !r6;;-?u d'sL ,n VeY 6--c, / to c-0 / 3/.5// s/'& /4 e r.V4._Yz. l x..9652.. 1 Ai n LJ1( 3(su Lc ay.. ( 80jock), ,-"`v F/oc.) _ 3, h n / 4 s d c) / I o Ili lel / ti(,'r�c l'7� 1"A' ! 9 pyoritt..s-'c" GP.-2 )G9- 5.'C- I t, l` �"----}'.- ? _ 4/2a--0 5 yd-t, S/Zesior�? 1,121111) $P4 353) S solar panels E J � bi)o. AGE BUILDING CONDITION 5/DrJ el04-,? 70166 — replia s/a NEW NORMAL BELOW ABOVE l FARM Acre Value Per Value Acre Tillable 1 Tillable 2 Tillable 3 Woodland Swampland FRONTAGE ON WATER Brushland FRONTAGE ON ROAD / is / House Plot - DEPTH /4 V BULKHEAD Total . DOCK !/ �,//r .,-,.:;1444; I ) �`- .C"f ++++EEEES,�, I • 7ti1-to vr�p s ^v i yJ:f Ott lam- v 7_1. /7 i-1,4,r a L A rjj ;a rr.? rr:� ,M t,�ii►w • LOR • �r, "AJ fr,,, -: - ' s` ...;,---7 ----..,"' 8. z l..,. c �v ���` k nom X�71 L , ---z - 1.r,- I y �` ',tit J ` ,-•X ' - i� _'' �S +s'"' '' ` , 4�> 4111 ter r •�r e.r.°� %:'p ✓� „ == —��" z? x 4 �r, 5: �_... - 114.-6-12 1/11 M. Bldg. rj ,y I a 1107 �,�; rr�/ Foundation -RC. Bath Dinette Extension Basement,Li__ Floors C� K.K. k Extension Ext. Walls wdtta�t Interior Finish LR. Extension Fire Place Heat \4.�0 oez DR. Type Roof d'(t-6tp. Rooms 1st Floor tom'"`° BR. Porch Recreation Room Rooms 2nd Floor —y— FIN. B. f ar-�--{ (=_•G4C_ \3 X14 -; 182s ..:1,5', Dormer Breezeway Driveway , 1r Garogei a r 7,6 ) ,32.--.. d�.� 2_ / /o *Io Patio - 0. B. Total s F2- R'''\ J TITLE NO. 8308-274733 \ <,. I) \ ' 8 N . • �° t \ D>\ 125°° rn \, ,2°••E y N 70 \ /' - %- 0_ •L; O_ ril xv. — 2,,3 Lot 20�652 S. f• Areo W FRP z w GPa ` / s -_,-t.a_' /bp�- .'T'"' o . 33 1 CI • 00• I4. rn, ` c poop a�`'� i .%\i,\ "s , b// p �i I ,// 4h/ IA) �, N 0/. 54 / I — � -r- _ • �, C, / is' �_ — ' • 30 S. `o, kc, C:2:: ... . a ;3p s „....a_, S ...,_ __, .._ . ___ . _ _ .... ,....., _ _ (,] L,ot 6 0 •O o_ • \ LA N • \ . D SDP-) RSA F� ° or- 01-1‘. yu-- Cps WM.. SURVEY FOR FEB. 24,1987 MICHAEL KONARSKI 8 BARBARA KONARSKI JUNE 4 ,,/984 LOT NO. 7 VILLAGE MANOR MAY 2, /984 AT MA TTI TUCK DATE: MAY /0, /983 TOWN OF SOUTHOLD SCALE, / " = 30 ' SUFFOLK COUNTY, NEW YORK NO. 83 - 3/0 *UNAUTHORIZED ALTERATION OR ADDITION TO THIS GUARANTEED TO: SURVEY IS A VIOLATION OF SECTION 7209 OF THE M/CNAE[�K0 ;, �; Q BARBARA KONARSK/ ' NEW YORK STATE EDUCATION LAW *COPIES OF THIS SURVEY NOT BEARING THE LAND FOREM^•q' ,•;•!, -"AL , SURVEYORS INKED SEAL OR EMBOSSED SEAL SHALL r1� , �,LK SOU! P,,, NOT BE CONSIDERED TO BE A VALID TRUE COPY ? •:• .�(f. 0 •• N GUARANTEES INDICATED HEREON SHALL RUN ONLY TO y" THE PERSON FOR WHOM THE SURVEY IS PREPARED ., �j•• • y.`.' ,. HEALTH DEPARTMENT-DATA FOR APPROVAL TO CONSTRUCT AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERN- , i, O N NEAREST WATER HAIN_MI.~ USOURCE OF WATER' PRIMITE 2C-PUBLIC_ MENTAL AGENCY AND LENDING INSTITUTION LISTED .'•` " •wF ``1. . t N SUFI' CO. TAX MAP DIST)°G-SECTION....114__BLOCK �aLOT .W.. HEREON,AND TO THE ASSIGNEES OF THE LENDING J 7 s `' `*. • HTHERE ARE NO DWELLINGS WITHIN 100 FEET OF THIS PROPERTY INSTITUTION. GUARANTEES ARE NOT TRANSFERABLE �. }1iI ,,',I ,,.,; a OTHER THAN THOSE SHOWN HEREON. TO ADOITIONAL INSTITUTIONS OR SUBSEQUENT a '96. �•Ij s' t OWNERS N THE WATER SUPPLY ANO SEWAGE DISPOSAL SYSTEM FOR THIS RESIDENCE *DISTANCES SHOWN HEREON FROM PROPERTY LINES As '-, ,r� '�' gd WILL CONFORM TO THE STANDARDS OF THE SUFFOLK COUNTY DEPARTMENT TO EXISTING STRUCTURES ARE FOR A SPECIFIC �•► .Q OF HEALTH SERVICES. PURPOSE AND ARE NOT TO BE USED TO ESTABLISH �®• 18t8`V* V APPLICANT' PROPERTY LINES OR FOR THE ERECTION OF FENCES s', "�A',� �,/, .1/4f ADDRESS TEL. :Iht, L YOUNG = 11i e.-. - G , b -,- -L CEDES OF i L��'�' �Cs',r. PLUMBER CERTIFICATION F�r (F� �_ " r m¢• °- NEW YORK STS;i: t~°x Olin N C ` ES - h • ,.; 1^ a '; �Q '=� CN LEAD CONTENT BEFORE `� � =- - A QUIRE-..___ `'.. - - - - --- a -f . ------- ------- - I. REUP�NCY OR ' CERTIFICATE-OF OF OCCUPANCY S ----- - - SOLDER USED/N WATER FEE: ` _� _ BOARD USE IS UNLAWFUL• PLUMBING C!IbbIY31'STEI'�?CANNOT NOTIF cULE4 t;EP ,f3T �NTfid"T S �'' �,,T i� VUITH(UT CERTIFICATE ALL PLUMBING WASTE ' -, SCI: . ' ` `BUST 8 N 765 i L' 2 u A�1 T O ti ;PM F(�n T p &WATER LI',:,ES NEED EXCEED 2110 OF LEAD. r Wi'4G II^;rPFCTIONS: r �-.y�� OF OCCUPANCY V it P t � o� . • TESTING E`RO COVERING rULLC`.e h V c r m� 'I i. FC�.t)°::�AiIti;N T�°JO RE,.2U' zw" � .., NAILING SCHEDULE FOR POURED CCNCa E:T- PLAN CONTENTS: WIND FRAMING NOTES - ROUGH FR^" P�uI:' I"� z G E \ E A L \ OTES ROOF FRAMING: 23. OCCUPANCY CLASSIFICATION _ R a Y 1) RIDGE 7 .RAFTER ASSEMBLY: INSULATION! u 1.1N'x 20 shell be alteched b each pelr d sellers in accordance b table 3 4. NAIL NAILi (: : ` I F u CT':C Py PJB U S BUILDING USE °1 �i �"� gouge step JOINT DESCRIPTION i�01 ES ;`- r,-04- a collar tis Is used In leu of a ridge seep,is number of.10d common nods required QTY. SPACING (., ,' -! 'TE ; 0.00. BUILDING HEIGHT 'E ,� ch CONSTRUCTION NOTES: In tend dl1e ooh tie nevi not exceed dee tabulated number d ed malls in the strap• RAFTER TO 8'WALL;3-8d COMMON EAC* t the PU11L• OTION SHALL I•IFI TOTALS SQ. FT. OF CONS11 UCTiON _ cs -, TOP PLATE 10'WALL:4-ad COMMON RA_MR „r^, - r CODES( F NL\ PRESCRIPT/E AS PER NI.Y.S RESiDEN11AL CONSTRUCTION CODE AND o+ f• R• Y: {R�,,..y„ S 0:THE DESIGN CRITERIA - N i 1}.The dfrm ming etitin this est a Intended as documents n meted t beds design CEILING JOIST 8'WALL:3-0d COMMON EACH" N^ h P 1995 SBC HIGH.NAND EDITION. WOOD FRAME CONSTRUCTION MANUAL W "a , intent and framing dards.They are khterhded ore a construction ab,not a substitute twirl aedMhellr wilt oonecllore b►ratter,Polling or fuss b top Pete shod be in TO TOP PLATE 10'WALL:4 8d COMMON JOISTS TOE=NAR_:. f;C T F',E S PO v I Fr. n R c .-,for g rill e�P�g�a �^D with anus New tem accidence b table 3.3.When a rifler or fuse do not fel h Noe with studs below,rafters ,C;!PTR UCT ION ET nR S 1;.... . a q.,L k ! �I: •.•.: .. . «,:•.:1. I rAl Nic".3.41:. .,• t Stil0 bUNding Cods..The GOM M N responsible foe oroNdkg doodad , ' a trusses shall be adledied b Oe wad by Phis and the sal top Pelle Niel be attached tc • CEILING JOIST TO AS PER TABLE 3.7 EACH.?; ri i FACE EXT. BALCONIES 60 d PARALLEL RAFTER WFC3M-SBC LAP NAIL 13 shell be connected with u connectors h accordance with kW 3.3c.side d the buNdkp CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE DECKS w o STORAGE 10 2 oonethrcbrt delete and procedures b onshore a prdeeeiorwifiy lashed,etrhatrrdytherow OVER PARTITION WFCM-SBC LAP NAIL DECKS / V -o Bound end a vwetherproof completed product 2).The Cervical Contractor le responsible for ensuing 1hei al wale and 3).WALE-TO-WALL ASSEMBLY: / studs above and ands below a bon Neal shell be stitched writ =necking h ' COLLAR TE AS PER TABLE 3.4 EACH FACE ATTICS w STORM 2Q i Mesta Comsat tide*state,county and bud codes,adeuncae and TO RAFTER WFCyM-SBC ENO NAIL DESIGN LOAD CALCULATIONS ROOF (GROUND SNOWY LOAD) Zp INS.. in These codes are b be eendoe ed se part d the epedlbedors birds bulling aid accordance w>dh bible 3.313.men well studs above do not tall In dna with studs beim the (LIVE LOADS PSE) t` should be adhered b even M In variance with tie pen. • alai be Milled le•COMM member In the bon essembly�weh uplift connectors in BLOCKING 2-6d COMMON EACH TOE ROOMS •(OTHER THAN SLEEPING) 40 .. eooadence with tads 3.3. TO RAFTER END NAIL ROOMS (SLEEPING) 30 3).Diereiae shad Isla precedent over sorted Wrongs. RIM BOARD 2-16d COMMON EACH END STAIRS 40 (DO NOT SCALE DRAWINGS). )-WALL A8!'lEMILY To twOLNDATtOftk TO RAFTER END NAIL Find wail studs shed be connected b the fou dstbn,slit plate,or bottom plate with uptR GAURDRAILS.(ANY DIECTIQN) 200 4).The engineer hes not been unpaged for oon.ahwa+supervision end assumes no •• . •Steel OWN Mall have a minhnum embedment d 7 irchee in concrete - WALL FRAMING: EXPOSURE CATAGORY _ ___ responsibility for aonMructon coordinating with theta glare,mor roePorvetblilyy for and sleaomgade,/5 Inches in masonry block foundations,or esPPed older NAR NNL NOTES construction means,methods,techniques,sequences,or procedures,or for safety p end Wed in accordance wtth tette 3.313.When steel strops are lapped under the JOINT DESCRIPTION LOAD PATH SEE CON STIWC rim ANDWIND`.PATH CCNNECTION ; pracmalom botorn 3 Inch rresihse shell be used tit the ander tfolls.Ancor boll QTY. SPACING and h connection with the wtxk There ore no waterloo for i P13b, ro TOP P ATE TO PER FACE NAIL :ass e ••• 1 s� •.R .., 'P.g e;a.i :.•. . .• l. ".., � • is b bo*Paced and steed in accordanos b Nis 3.2e.1n additioon b spacing, 2-16d COMMON MAOI spedec OW expressed d kmpNed h the use d thee«Omens. - • • bots ore b be spaced bah en 6.12 inches from the end d s ell plate and ell TOP PLATE _ FOOT _SEE NOTE:1 NAILING SCHEDULE' :EE RAL NOTE PAGE 5}.Refer to Its Window Pfd Door schedule for manor operdnga ' . TOP PLATES AT JOINTS FACE EGRESS SEE FLOG PLANS AND WINDOW SCHEDULE f INTERSECTIONS 4-16d COMMON EA. • SIDE NAIL FIRE PROTECTION S YM"• PLANS . Q).The General Contactor ls b OM=twit memory or prefab sled*snook meek 33 TYPE 1 EXTERIOR StEARWALL COMRECt10Ns: S STUD p C. Nps (SMOKE dt CO2 DETECTORS) ® SEE FLOOR i exterior sheer walls win a*meson d 7/16 inch wood structural panel co the exterior - 2-16d COMMON or exceeds marhuplduretiN Npedflatore and epplicade Code Mei ed common rads et 6'c.o.et the penal edges and 1?o.c.Who field,end HEADER TO 18"OL. FACE TRUSS DESIGN NSA - STh4NDARD STICK FRAME CONSTRUCTION 7).The General Cor►traolor k b consult vain the owner for d baR In lams12 loth gypsum wallboard on the nhlanimr attached with 5d artier nails et T o.c.at panel HEADER 113 _ALONG EDGES NAIL ENERGY CALCULATIONS RESCHI:CK 3: Ri*LIwAS! 1 such as bookcases,thg,Pantry,closets,time,sic edge c and tOr o in tkid t Mead be in accordance*fila the length reghdrertments spectAed ,in tette 315e-b. TOP OR BOTTOM 2-led COMMON PER 2x4 STUD ENDj; 8).Wind bed rsquksmenl shod be teem kilo a000taht duing conseucbn. •r PLATE TO STUD '3-16d COMMON _PER 2x8 STUD - NAIL - - V • i 1e).TYPE It EXTERIOR 11RWAll CONNECTIONS: BOTTOM PLATT TO: PER FACE NAiL FOUNDATION NOTES: Type I exteriorstiawab MIM meet t 'southwards of table 3.1sa-b trues the appropriate . FLOOR,�T,BAND JOIST, 2-16d COMMON Fool SEEACE NA NOTE:1,2 RETAIN STORM WATER RUNOFF • """` 1).The Genets Contshcbr and Macon to review polls,'Italians,deeds and Hole b in fedora Inkblot 31a. END JOIST OR BLOCKING PURSUANT TO CHAPTER 236 pa d.tenmkhe intended NOW d fW,lMeefloods)•13�>yPi��• • �.IrTERIOR ar1RJ_CONNECTIONS: FLOOR FRAMING: _ OF THE TOWN CODE. • ` '` Allowable sidereal tergtwi MawlAed In table 3.14 shell be parodied to be Increased when • NAIL- 2}.Al tangs to rest on undisturbed(vegan)er Assumed txaarkig 3000pef intake tlheawaNs an used.Sheathing and connections shah be in aaoadarae with _ JOINT DESCRIPTION QTY. SPACING NOTES • 2.4.42and 2.2.4 rspeotvely. JOIST TO: PBt TOE CLIMATIC & GEOGRAPHIC DESIGN CRITERIA j 3}.Ronde 17 expansion pint materiel between concrete Mabe and Mauling 4-8d MA" , concrete or masonry walls crowing In exterior or unheated hMlorerees. a}.CONNECT ONS AROUND EXTERIOR WALL OPENiNGS: SILL,TOP PLATE OR GIRDER JOIST NAIL GROUND WiND t C I FROST WINTER ICESHIELD RL000 a i ,,, SNOW SPEED DESIGN WEATHERING UNE TERMITE DECAY DESIGN It ERIAYMEMT , Header arid/or connections shall be naedved with upNR oonnec6ons in accordance BRIDGING EACH TOEFtAZAitOe 4).Any new concrete wells being altered to Eking cmnoels stubse.last rw;,tette 3.5•Window std plebs sial be have steel connectors In e000_rdance with table TO JOIST 2-8d COMMON END NAIL LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED be heeled Wei 04 re-Dar,16'big at 12'o.c..Use apposed epoxy for kfeteYlonf. 3.5 w BLOCKING 2-6d COMMON EACH • NAIL LBS. 120 B SEVERE`` 3 FT. 'MODERATE SLIGHT TO 111 Concrete to be Y JOISTTO TO HEAVY MODERATE., 5).Unless otherwise noted,el dabs on grade to be 2500 pal. 4}CJITFIE7JRAl camp poised on 4 inch thick sand a gravel til with 6x6 wire mesh nhbrong.Interior albs , whom a imp if b be used ore a*wound beam,t»nom ohm titter be notched end BLOCKING TO: EACH TOE to be minimum 3-1/2 Inch thick. ' anchored on top of the beam or Mope oonneobro shit be aid to each rete r•/o•rldge • SILL OR TOP PL kTE 3.lad COMMON. BLOCK NAIL O along the open ceiling part d the binding.Comedians b the ridge and wall steal be be LEDGER STRIP 3_,b COMMON EACH FACE ROOF SH EATH i NG REQUIREMENTS EOR WIND LbA�S: - Al).Crawl spaces to be provided with a minimum 18'f24 eases opens,.Instal one . . .a!tachsd wit the above requirements. TO BEAIA JOIST NAILNAI SPACING IAN SPACING-AT IfIAT tfT TE :.,► . '1,. . 1!x16 cast Won faxhdseon vent tor every 150 sq.IL d ere. TON LEDGER P@t TOE SHEATHING LOCATION AT i='1+r.Et.ED0E8 SUPPORTS N THE PANEL FIELD • Jas NOTES �• `� � • ,1 7)t�ermPpod=Wrier drohadellon with ananinous coding a per R�4030 * DECK AND COVERED PORCH NOTES. 3-6d COMMON s TO BEAM JOIST IAN_ 4 PERIMETER EDGE ZONE ad comma*Q 6'b.C. +• ad COIhSMON�'e`O C. SEE NOTES:1,3 N.Y.S.Residendei Construction Code-A 6-ml polyethylene 1M shit be tooled over 1).UMW Mersin noted,d training metered b be min ACQ pressure treated lumber. BAND JOIST PER END 1 NCfTF.S1(BOTH FiHD>> I ' 3-16d COMMON INTERIOR ZONE kJ CCI;i10Oti®6"o.c .b COMMON 0'ir O.C. Al nese roe s,hagae end anises b be gelvintzed or skinless steel. TO JOIST JOIST NAL NOTE:2 FOR PMNL9 FIELD the below grade portion d extbrlor wain gree b heckling. : : BAND JOIST T(r PBt TOE NAL CsASLE ENOWALL RAKE AND RAKE TRU88 Ndd COIhtMOPI{�4'1J C' Sd COihMtON®4'O.C. 8EE NOTES:1,3 8).Coning*a per seam R405 d N.Y.S.Reeidsntel Construction Code. OWdars fmr dbek Ode b be bated b each Post with rraMvero and nada, SILL OR FOP PLATE 2-16d COfMMON FooT sEE NOT'E:1 rd1" FRAMING NOTES Gmdeme en comets Wei piers shill be die x7 l ng ichor steel h washers anchored ROOF SH��TH I G: NOTES into mxrnorste wIh a Rdnirthmaa irl die x r long anchor Boit with wastes end nuts. 2 - NAIL NAIL THESE NOTES ARE ONLY TO BE REFERRED TO tF MENTIONED NhN BCI IEDULE NOT E8 ONLY. C 1).Al honing technique.and mita*cc Prick:di a dein d 1!@313810 High Wind i 3)•Posts supping girders shoe be anchored to a 12'x12'x12"thick concrete bang. JOINT DESCRIPTION QTY. SPACING NOTES Edleon Wood Framing Con tructon Manuel. , Use a minimum 112'die x r lag anchor boil win washers and nuts.Footings Shall ' be 3 A.below grade.Concrete piers to be used with al porrdaekdedhs with roots or pergubs. STRUCTt1RAL PANEL 6d AS PER TABLE 3.8 1).For rod waiving%thin 4 feet d the patina'edge d the rod,!tidbit,4 beton each ads'cite roof peak, . 2).Unless otherwise noted,all framing end structural wood metered b be 1R+BTR: WFCM-SSC lee • 4 bel perimeter edge zone Mtedhnenb raquked sheet be tuwd , Douglas Fk. 4).Deck kits to have at oro ac. CEILING SHEATHING: • 2).Tabulated 12 keit oz.not spicing assumes sheeting.tetded to maw/hiss l,.mkhp n.nb.r.*f• ila 0,0.49. 3).floors,wale,outings and milers to be spaced at 16 inches o.c.unless noted ; 5).A ndrnkvium p f 10 inch/aching del be instated barmen the building and ledger. NAIL NAIL For kerning members with<0.42.:0<0.49,the rd speck,shell be Wed b 6 inches o.c. otherwise. • . Widened b buildingWLh 17 die.,bolts with washers and nuts JOiNT DESCRI'TION QTY. SPACING NOTES • 3).Tabulated 4 inch o.c.nod spicing assumes sheathing to roller Anon taming nneniberr Mei' GP0.49.For i 4).Unless otherwise noted,el hawing wall headers to be(2)2x10 12+STR.Doug.Fk. GYPSUM 5d COOLERS TOC.EDGE kerning members with 0.420340.49,the nal beteg g shel be'reduced b S inches o.c. 1. Bearing well howlers to hove(2))ssk studs and(2)full length Muds on each side d ei WALLBOARD 10"O.0.FIELD 1 a}.cam*piers end be a minimum d•elutes grade. � --.._� openings.LVL headers to hese(3)jack Muds and(2)Ail length etude en each side d . i WALL S H EATH I N G apertln0c•Searing wd window its chi also have(2)wkdow iI peon for 2x4 eel " ' job b be wase end Picas.Each Joist shell also be anerared openings beteven 4 end 20e well op.r,hgs between ell and es9.Pomo sip ,� („� JO NT DESCRIPTION. end blocking where appecsble. 7c o NOTES WALL SHEATHING REQUIREMENTS FOR WIND LOADS:. SPACING a).Covered Roofs end be eseenvbled and anchored tie same manner es a typical b ulding. STRUCTURAL ed COMMON AS PER TABLE 31 SHEATHING LOCATION NAE SPACING NAL SPACING AT INTERMEDIATE NOTES 5).Al lush beams'eeden to be instated with heavy duty*Anted hangers end PANELS WFCM-SBC AT PANEL EDGES 9ilPPORTs IN THE PAI+Et FIELD anchors where applicable b d connecting joists. PLUMBING NOTES 7/16`OSB . .COM MON ' 3"O.C.EDGE 4'EDGE ZONE ed COMMON®e•O.C. ed coMiltoti A r 0.C. SEE N07E8:1'3(SOTH FIELDS) 8).Double up Soar joins under wells twit run peril to to floor Joist and under batik**., I 1).Al water ui P ly,droWwige end venlig'Obi eeteled a per N.Y.S.Residence'• PLYWOOD 6'O.C.FIELD • NOTE:2 FOR PANEL FIELD , Floors to have ceramic Ole Ineleled shell be vented br proper loadp oaoly unless noted' Conetuclon Code. GYPSUM 5c1 COOLERS T O.C.EDGE INTERIOR ZONE 6d COMMON Q 6'O.C. • ed COMMON 0 12'as SEE NOTE:3 WALLBOARD 10"O.0.FIELD on plans' 2).Vert)septa system with the Erhgkeer for Suffolk County Health Dapertrhbnt approval. FLOOR SHEATHING: NOTES �• i I 7).Provide under al gdodckvplDAdgWhp infloor pleb st 8'0 o a.Use wild blooldrvp in floor Joists 3) woo stiude,S a Jolts w art out tfurrkng Installation for any plumbkg related work JOINT DESCRIPTION NAIL NAIL NOTES THESE NOTES ARE ONLY TO BE REFERRED TO IF SCHEDULE NOTES CM V. ' • y Omnis adequate bracing and plebe b panted and secure the strut re.Verify wlh the QTY. SPACING • 8).Provide Insulation becks at nave veva between raAers,meld droit mod,ori ' disk code and menufeoords reootrrrervMtiorn for nhadmuni hale alae and spacing partied. STRUCTURAL PANELS 8"O.C.EDGE 1}For wuNl Mheathing wltMn 4 tlset d the Comers,the 4 tbot edge mime attedvnwirR regNirarrwinteMeal j - - �,`' 1"OR LESS ed COIMM(O'b 12'O.C.FIELD 13e used • c'\?` 'moi' ' "' ' needed. HVAC SYSTEM NOTES ., �1}mladwinial auboonkeclor is nsponaNvbtor adhvuarg b ori vocable codes and safety 2).Tabulated 12 Wain o.c.nal spacing assume sheathing ataded to skid framing mwrbers with 9).Unless otherwise ruled,ore rode arid wells to have a minimum 1/2"tido,4 Fly Fk NOTES' COX exterior sheathing grade plywood Plywood to cover over piles and headers. G>0.49.For framing members wilh 0.42<G<,to rel spacings Mud be reduced b 6 indnb o.o. .. , • THESE NOTES ARE ONLY TO BE REFERRED TO IF ` �' f WI.Unless otherwise noted use 314"told T3G PT'S Fk or Advavlech plywood iubtoor MENTIONED IN SCHEDULE NOTES ONLY. 3).For exterior panel skiing,gelvinized box rids shod be permitted b be subsaleted for common nerd � adhered with PL400 win*,and sonwed b door joists.Finished OW b be Waled -, �'HVAC suboontrsobr in b Amey 000rdkwite all system dote Ind requinmervts with be over euMlomr ore per rthaarfictlaelt khstniotmrm/. 1).Nailing requirements are based on well sheeting r- ,, , 3).MVAC s uboonkeobr b wends Tinel grata Wyout drawing and submit L b to General naked 8"on-center at the panel edge.K wall stheathkg ,• � Q 11).Al baOxoor walls b leve 112'Ick nvols4ae reNlNWht rdeetomk i3arage vmr11!and Cormtartor and wow for sow rovlsw and apprasl. is naked 3'co-center at the peed edge b atftalnhigher , � ` f oeNknge and over Ansa b thane 618'lido type-x Meetvdt M der pate d bolding members shell be doubled or Wismar connectors, t `�" r i I b have regular 1rl sheet**.AN wills b be taped and finished. i ELECTRICAL NOTES: • 12).Al rod with a pitch tees then 4:12 Mel be I st lied With en toe NL Water barter or ' 1).Al eteomlcd b be ineV#md a per N.Y.a.Resident's'Conottxtbn Code.approved • a sheer plates.Nuel be used to mshhtelm load pet►. Felt roofs shod be wtlh a base sheet with an EPDM 2).When well sheathing is continuous over connected I U lomh down type materiel over. P13 ' 2).Al election work shell be approved by a quilled Underwriter. membera,t a tabulated number d risks Mol be permitted jj h 13).Al ell plats end wood in coreec wth concrete b be pressure treated.SS Moles b 3).Pistlt Smoke detectors and Carbon Mended*detectors throughout es per secbn R317 to be seduced tot-18d ret per foot y�r. be installed with a foam ell genet and Cop-r-iec t le*NMI or approved equal. d N.Y.S.RaiderhlM Cahernut.Sorh Code. F I"'.p. * i �1 1! r- - . - • i - . I - ll 1 CONSTRUCTION DETAILS & WIND LOAD PATH CONNECTION DETAILS WIND RESISTANT CONSTRUCTION CONNECTORS j °' N I 1 CONNECTION LOCA >ION: PART NUMBER: NOTES: o i ; 11 001 ��� RIDGE—TO—RAFTERS LSTA24 APPLY TO EACH PAIR OF RAFTERS ;I .-. 14,1 �� v Z I \, N - RAFTER—TO—WALL RT20 APPLY TO EACH RAFTERo RAFTER—TO—PLATE RT15APPLY TO EACH RAFTER 1.E t '°`NOTCHED RAFTER '% \.� (USE WITH SPTH4 CONNECTOR) . . g ( l RAFTER ' ,'� �`� w PLATE—TO—WALL STUD SPTH4 . APPLY TO EACH WALL STUD :c�, N I 1 RIDGE / RIDGE2 2ND. FLOOR WALL—TO-1ST. FLOOR WALL KLFTA OR MSTA36 APPLY TO EACH WALL STUD '-°o0 I , , PP17,71**%4 ,.• •., HEADER—TO—JACK STUD LSTA12 APPLY TO EACH JACK STUD 'v .a I .. _ I CRIPPLE STUD—TO—HEADER RT3 OR RT7 APPLY TO EACH CRIPPLE STUD ! i ( I li in A SHEAR WALL HOLDDOWN ANCHOR ADS5 APPLY TO EACH SIDEWALL 'END . • 1ST. FLOOR—UNDER—S LL PLATE MSTA36 OR RS16—R WRAP UNDER DOUBLE SILL PLATE 1 • _ (USE WITH 3" SQUARE WSHERS) TYPICAL RIDGE TO RAFTER STRAPPING_ TO RAFTER STRAPPING — 11 USg THE FOLLOWING OR APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION: FOLLOW MANUFACTURE'S RECOMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. x r , RAFTER PROVIDE 112" SPACING .:. BETWEEN THE END STUD ANCHOR BOLT CONNECTION to ! j - AND THE 2 OTHER STUDS �/yy FOUNDATION 5ff DIA.ANCHOR DOLT 1.i ; w t, 3 FOR ALLOWING CONNECT CORNER STUD ANCIaR eoLT crION Si r SPArallo - ..� C3 I RAFTER HOLDDOWN INSTALLATION SILL PLATE TO P011NDATION !ij ` '' TO TRANSFER SHEAR • (CRAWLSILL U i STORY rr:oc VI I a% TOP PLATE / ' e FASTEN WITH (2) 1&d PACE OR FQOUNDAPON1 SILL PLATE To FOUNDATION ,i TOP PLATE COMMON NAILS 6"O.C. rcRAwl SPACE QR TIaN� 2 STORIES 36'oc —O 4� '�. \ 41 /� WALL eornoM ` TE Ti0 FouwDATION. 1.2:�TOItEs 6T OC 0 ►►� �� WALL STUO �\ `� r i' �\ ' SIDEWALL c ENDWALL USE WITH 31Q SQUARE WASHERS pi . WALL STUD .!ty .� LBPSSN!OR BP563) VI • i 0 r H TYPICAL RAFTER TO WALL STUD CONNKTIQN , ALTERNATIVE RAFTER TO WALL.STUD CONNECTION SHEAR WALL CORNER CONNECTION . tg 1 , •1' ® I i, i , E,, • - . - ......._ , ' '��:�i ..,...„... , 1 1 1 . 2ND. FLOOR WALL STUD KING STUDS �' �� 2ND. FLOOR PLATE i . t (n. els- ‘‘ ,4 SUBFLOOR �� CRII'PL.E STUD -moi ` II} WOOD JOIST RIM BOARD4 I '� M `'1® I HEADER�, $ IIIIII1 ,BLOCKING4i616, 14,111104,1*%! II 1 WOOD JOIST 3 ( - I'� • �` ..�I ll I I i ® I 1ST. FLOOR TOP PLATES h 1JACK ST�JDS I� I ll 0 )p, II li GIRDER/HEADER ��► oA� :I �! j ,II III ` r.. 1III �a ��., � ,WOOD GIRDER 1 tri WOOD JOIST 1 I 1ST FLOOR WALL STUD �� 1 +ryi I �� f . { ' .. , 111 ` ' _ ' '",: r . TYPICAL HEADER CONNECTION • ! - .•� V ! I 1 JOIST FRAMING OVER WOOD GIRDER ,J Q_ IST FRAMING FLUSH WITH QIRDER/HEADER ., +.. , I! i 1 " • .= I ", TYICAL MULTI-STORY CONNECTIONS- v.. 1ST. FLOOR WALL STUD 1 3 V •f . I i1ST. FLOOR PLATE �� , r. 11 1 & SUBFLOOR II, SILL GASKET j , ► +W WALL STUD • RIM BOARD �� TERMITE SHIELD 1 WALL STUD �� lilL: lit, // DBL. SILL PLATES - BOTTOM PLATE '. ,. ..-4h64-11%1 i`� BOTfOM PLATE -h.. �I =% � y�•�,. .��-=�«�.. 1 SUB FLOOR -� DOUBLE SILL PLATE i r, BATHTUB a 44t'''' � .� ��N 1 - - ' - ,� �. +�,� I I 0 OVERLAP JOINTS 5 \ --' DOUBLE JOIST _ ��r �.. .� .�---;' ,�' , DOUBLE JOIST ! I�I) � ` - � � � ,, .' � � � �o,� � . �` f. 1 11 '� 0 FOUNDATION WALL , . , -, -v�� FOUNDATION WALL - '' �,:k.1,.. c� ill' ' I ,�, -• ,. . ! t:-;! 4 . � ��� 1 � � ,*. SII PLATES TO ____TION ANCHORNG STS 0‘;-.," JOIST FOR UNC�„ DOUALE,,191ST FOR NON-BEARING WALLS 1ST, FLOOR TO FOUNDATION CONNECTIONS I a ,� - — I - --- -- - - - - - - - - _ - - _ - ,— j — • 1.Q.0,1s'l • WIND RESISTANT CONSTRUCTION CONNECTORS DECK & PORCH CONSTRUCTION DETAILS & WIND LOAD PATH CONNECTION DETAILS CONNECTION :OCATION PART NUMBER -NOTES �;4x4 POST TOFOOTING ANCHOR PAU44 OR WE44 - JPAU44: t�SE w/ MIN_ 1/2" DIA. x 7" ANCHOR Ba.T• Ij6x6 POST TOFOOTING ANCHOR PAU66 OR WE66 PAU66: USE w/.MIN.: 1/2" DIA, x 7" AI' iOR B�.TZ II4x4 POST TC GIRDER/HEADER PBS44 / PBSE44 / KC4} {JSE ONE TYPE FOR EACH POSTI! 6x6 POST TC GIRDER/HEADER PBS66 / PBSE66 / KC66 OE ONE TYPE FOR EACH POST I` _ o°)i co. _ POST/COLUM TO GIRDER/HEADER LSTA12 OR LSTA24 USE (2) FOR.EACH F EST/COLUMN 0001' �ifib.,,i- :::: TAIR STRING ;R CONNECTION TMll26 OR 41PA1 �JSE bN EBCH STRINt Fl c co ` i RAFTER/JOTS TO HEADER MOWN RT15 USE. FOR EACH RAFTER c o M . 1 i USE ON EACH RAFTER. MPA1 USE ONLY 1 ` RAFTER TO LE )GER BOARD TMU26 OR MPA1 WHERE TMU26 CAN NOT BE USE(? _ f • R AFTE �,1 `. ,. LEDGER I I 11 iit11 LO 11111.7.01.%%.. Illi ROOF•FRA MING: II RAFTE scirrs C� QTY. SPACNKi / 1 TE ,y 1I'WALL *ed G N RXIFTER I 1 !1 CEII CEILING JOIST ' I!WALL sed COMMON EACH TO TOP-PLATE i• 1a WALL: COMMON Joan I CEILN G JOIST TO. AS PER TABLE 3.7 EACH FACE TYPICAL RIDGE TO RAFTER STRAPPING . • RAFTER TO WALL CONNECTION ALTERNATIVE RAFTER TO HEADER CONNECTION PARALLEL RAFTER WFCIA-IBC , LAP NAIL CELJNG JOIST U1PS • AS PER TABLE 3.7 EACH FACE L,. j OVER PARTITION. • WFCM-OBC LAP NM. Cit i COLLAR TIE ,.TO• WAFTER ! �WFCM-SMC END NIL STAIR TREAD .44F MRA i END NAIL EACH if:* 11 l! 2-ed COMMON GIRDER/HEADED RIM BOARD 2-led COMMON !' EACH END ti RIM BOAR a ,o L _ / TO RAFTER END NAIL POSE — "' WALL FRAMING: CR .• P.44-1-11F7 JOINT DESMIPThaN �. . 1'1'. T OLU SYRINGE f TM• 'G �' POS /C ►I TOP PLATE TO ++ ' TOP PLATE 2-t�C0MWIADN FOOT FACE NAL 11441( RIM/DECK J01 ' TCP f41-A113 A� . 4.�COMMON FiNA�I !la i I / 1%. ' - TION INTERSECTIONS . STRINGER TO DECK/PO CH CONN I ;. . 111 ; • 1. 0 • u ► !► to C ri ON • STUD TO ; 24" FACE sTw 2-led COMMON , O.C. • NAI- + HEADER TO lea COMMON.- HEADER ALONG EDGES NAIL ' a TOP OR'mom 2 led OAMAtON PER 2s4 STUD END iti +1 POST TO DECK/PORCH CONNECTION PLATE TO STUD 3-7ed0OI'AIAON PER2neSTUD NAIL i _ 4r PLATE JOIST BALD JOIST, 2-lea COMMON FOOT FACE NAL •`~•- 44 a • i END TOAIN : : �, /0101 -NAL NAL �/� . . JT TO: 4-b COMMON SPACING PERM TOE 1 ii ! I GIRDER HEADE' bill a51 e .. SILL,TOP PLATE OR GIRDER JOIST NAI- / t 1 / 2-ad COMMON EACH TOE ', GIRDER/HEADE' ���; 3 � 10 JOIST ' :-IaCOMWQN ►+ IDE •=• '1'� •fr • J O T S �' I+/ TO JOIST. END NAL • a P QS T/C OLU M , ' 1 •I+ , � � -BLot�INo TRI: 3-lea � TOE i • ,�, • SILL OR TOP PLATE I!l OCK N1Il i • - . • POST COLU M • a N� / ► -• LE-TO R&TAW • 3-led CQtiIlAON JjoisT NAIL • - - GIRDER/HEADE" • �� _ Jo 3.ea COMMON-4 , NAa "' IDE 1. • - I, BAFO JDRST PER E TO SEAM • TO JOIST : - 3-tescolAMORt "rt,' NAL I SILL OROR TOP PLATE 0 2-led COMMON ND JOIST FOOT TOE NAIL _ I; OOF SHEATHI G: EIDER TO POST COLUMN Cs NECTION GIRDER/HEADER TO POST/COLUMN CONNECTION JOIST TO GIRDER/HEADER CONNECTION JoonoeseR�noN NARL NAL worn , GIRDER/H / QTM• �'A� STRUCTURAL PANEL ed AS PIER TABLE 3 S `I WFCM•MIC ` DECK AND COVERED PORCH NOTES: H 1) Qeed Member. ' • M lsehners,Impure and anchors b be getNrizsd a r1fMrAsss steel. 1 2).missy_tor deck Jolie b tie bolted o►endured b midi poet or pier wet wulsera ebb nub. Al . Gliders on concrete pets deli be enctadd sat proper fled corned=entered ( • Into condole Mb a Wilburn nn VT de x T bop ender boft with washers end nine �•Powe wpp 9r�Mw be wfIMlOfed b a 12 5A 25dT eNak oor�eestw Rbothp { . GIRDER I - .rInkrnen 112" .r loop errclior boR wIh w.ehers.nd nuts Foolk�gs Shoe POST 4,1, 1% �+ be 3 f!•below grade,(hiders W M bob b MIM Wei 1T de-concrete plus 3'below gods.- i i..:, WO 0 D J 01 414 „ 4).Deck Jobbat her,tides et I'd o.a. • % 1 . . 5).A madam d 10 inch tiwMiq did be bulelbd baboon the buildup'end ledger. _,..,,41,1*.”, I 1;II bbe ad«+ed nwtidr+p wNh 12 de bees wlfh rred,ere ens rsie !'�ET"rA� �� A GIRDER/HEAD I'�I ` �� et';�'o.�. � ` �o +CONCRETE PIE' � A 12"x12"x12" CONCRETE FOOT _ ' •A WOOD J 01 S jl e,.Concrete piers dsi minimum RI'ewe eras., �� �� i ` . ��' ;, ",> " ': V A I 7). AI bleb b be supplied wilt herpes end anchors.Each Joist ehd deo be anchored .IN, cA,eli°' "P� V. `A' I• '+� -&-I .• ; -may, ' �+ • ; • PST TO FOOTING CONNECTION e).Unwed Rodsde n eseen�ed end anefprd the were renrnr M e • v A v 7� ... _ lf Y �A -• CLIMATIC & GEOGRAPHIC DESIGN CRITERIA --�,,,y ., `� • , ` JOIST FRAMING FLU51-i WITH GIRDER/HEADER ;-' GROUND WIND SEISMIC FROST WINTER ICESHEiDLoo& ,..,,0$16...--„4:-..., 4t, SNOW SPEED DESIGN WEATHERMfI LINE TEl1MTE DECAY DESIGN UPDERLAYTi�NT �•:. � ., GIRDER TO CONCRETE PIER., CONNECTION LOAD (MPH) CATEGORY DEPTH TRIP• p, OFESS1 . ;, MODERATE SUt91IT TO 43 LBS. 120 S -SEVEN 3 FG TO HEAVY MODERATE 11 NONE - i I. WIND-BORNE DEBRIS PROTECTION FOR OPENINGS FOR NALL OPENING PROTECTION 0F120 MPH S—SECOND 11\4IN13 GUSTS ( MAXIMUM MEAN ROOF HEIGHT: 551) _ - N Lc) ` • moi • > j � Z r la 4 WATZR 5r1i[tw TO SE a- v 24'FROM EDGE Of ROOF SHUTTER ASSEMBLY I ` ` • M�f. DRIP 2" TOP s- } CO 1 OVC AF'LT 4" TOP LAP UNDERLAYWN!' , W 4) Li +} CO - N.T.5. .• \ • • AONRG RAKE ���,r� ASPnALr MIT- ao FOR PANEL SPANS: O < 4'0 WIDE SPAN • 1 .\ ,i.4 Vii WOOD c N 23/32" (3/4") APA SPAN-RATED 45/24 SHEATHING GRADE PLYWOOD I \ -�„ arc c o "' (OVERLAP AROUND OPENINGS 4") ( \ 1 ..���ARUES) v ) �OASSEMBLY: I,• i \I„.0PW3- Ippr;�; �"��s•''mrr� v, ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING w/ 61 I NAIL- �•- ��� ;s* DRL'P� tin *I0x3" (w/ WASHERS) GALVINIZED OR STAINLESS STEEL r . i" `� �� 1 I ir,..„.....,....._,.,„„,.., 9'9TAJtTER:STRtti' igWOOD SCREW ® I6 O.G. I \ , V r OR.COURSE OF 1 SHINGI:S INVERTED ALTERNATIVE FASTENER FOR SHUTTER TO BUILDING= h. ..,`, START FIRST COURSE *10 TEE NUTS ATTACHED TO BLDG. w/ *IOxI-I/2 ( W/ WASHERS) I I STA FI ST CO MACHINE BOLT ® 12" O.G. •�' I START THIRD COURSE WITir START SECOND WITH FULL STRJF COURSE WITH FULL ` \ , MINUS FIRST TAB STR• IP MINUS 1/2 TAB • \ • ` \ IALL ROOF SNOWS SHAW HAVE A MOM OF SIX FAST'E'NERS PER SHINGLE. C \ �.' I FASTENERS SHALL BE MIN. 12 GAUGE SHANK GALVANIZED NAILS R/ MIN. 3/8" JNA. MEAD Q1 • \ I \ •(4 ` IC °' I�,- TyP AL ASPHALT ROOF SHINGLE DETAIL o a I I ./ •� En 11' I' .4� LTIPLE SECTION ASSEMBLY: H C I I I I 1/4" THICK BOLTS 0 2' OC ) • , 1 I 1 I ♦o II II I I �� >` M t r II — ' - __ I1 II 1 1I _ .. . LL I II it '' I t7dUJBLl 'RAO GHEATHINB r I� comm � , . ' TOP PLATE NAILED PER COVET° SHUTTER AS S E Iii B LY , 1 I , 1 ; 0-----,_:, . 1?AFTta DOU5LI: TOP PLATE ROOFlJJa-...\,.T.S. IDIS E RAFTER FOR PANEL SPANS:4' OR WIDER SPAN , wk' •,--:._,.:_-_,--:..........._...-- .� 23/32 APA SPAN-RATED 48/24 SHEATHING GRADE PLYWOOD I 1 wit:limp . . ,, , � ( 1 ,�. i . (OVERLAP AROUND OPENINGS 4") B 2x4 STRONG-BAG ® I I \� \ t . .PRAWNS �' - . • r K5 24 OG •j I•I I I e\• \\ SWEAR WALL ? MAX. BLOCKING-X24 ASSEMBLY: �.` 0� I). PREASSEMBLE PLYWOOD TO 2x4'5: 10x3" (w/ WASHERS) GALVINIZED OR I 1 , ��> r.PIM STI1D5 CONTINUOUS STAINLESS STEEL WOOD SCREW ® 12" O.G. 1 �` I ; TD SOLE !°LATE •I' a a LADDEi�� LoOlcolJTC . j 2). ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING w/ ,/ TgET:AML�DlMEIk101JAC• CEILING sem : 'DLOCKIN6R!PANEL MIOx3" (w/ WASHERS) GALVANIZED OR STAINLESS STEEL 1 DAFTEtk s4 IG!U.017 DIAPHRAGM' EDGES • . WOOD SCREW ® I6" O.G. 24 IUi.O.G. PROVIDE4 IF REaUIRED 4TIZNJ6TU Aub UAILIUG , WALL SHEATHING ALTERNATIVE FASTENER FOR SHUTTER TO BUILDING: • *10 TEE NUTS ATTACHED TO BLDG. w/ #10x1-I/2 ( W/ WASHERS) ticx J-!w Mt ,1. UA1LED PE}�Cant MACHINE BOLT • 12" O.G. A��Y ,,.--81GING • WINDOWS - GLAZED OPENING • A ovEl?uAualuG RAKE NIGH WIND SAKE PROTECTION 15 REQUIRED FOR ALL GLAZED AREAS. SIJPPO!?TED by LOIDKOUT4 • A BALL 004 MAHE IN ACCORDANCE WITH LARGE MISSILE TEST OF • ---,-7„,..,...,..,..-a,._. ASTM E 1116 AND OF ASTM 1666. ,, 1j, N f;� fr.: CONTRACTOR MAY USE WOOD STRUCTURAL PANELS , IN LIEU OF THE ABOVE MENTIONED WINDOWS. ,'t . „ i cook, PANELS TO BE PRECUT TO FIT OVER WINDOWS WITH k (4,'''' `ai CO\ �^.,HARDWARE PROVIDED. FASTENERS TO BE DESIGNED TO • , f i . A • r ALIGN WITH WINDOW JACK POSTS HEADER + SILL PLATE. • PANELS TO BE MAINTAINED ON SITE. I _- .., {J LABEL LOCATIONS ON EACH PANEL. ` �� d,r�� }5lfl ti'I•. ..- v ��is , itsinr-76\c- - pis.6,4 -4. • 1 1 I Ii , , N LO 0\ •..I Z UY 01 m WIMD0►4 4EDULe, 03 N ++-- O\ • GL o�!'U 61.16(-5-, �'(' c>,/Akm, 0) a A rt�l�'l .4,60c) � �3tp 4,1t�F !2,$0', r I r-1, O it 4'0 ti w/ f - c N 4 i - a WI'n cl3°S 5,70E 6,ovr , 5:`1E ea - — _ _ c to G cx:i s 1p,q-51= ep,g " 6,4'� ` .0,6] ,,,t0, '; 'il ' t 1 T- (9 o1 Z eo ° n R—5t U Lia L J '-1 4-- ..c 73 0v • a. . v 41kx.ref.t7:-tt-,-,--1544 ' -"� 1 `..--11---.•. ' Y � �._�.y. _ ev.,t•,.0 6.n4 F - ....rte w��-.11%9 ^ � _ o - - Q Q i 4 i _ 4, r1 f:- 1 � 12t .0;* • DI. 0 r r ' � i , . ' i. 1,41-1 I do-i - --1,-1 � JE 11v� Mo .11._ ) � ,4-) , , _ 0 , • 140i /' I 4,...2_47. % 3 a 0 . _., _ ‘....,,_ 1- --1 ....=... .. i I .� 1 C( 3 5 �C�c 13 5 UN/ le r.1 7 41 t If -- ( I7 O 'I - 1 410" let --i_____ _ it7' {��1`` �__.____.-_-.-----._ __.__._ _ _ _�__ t 4' IL1o1- .' r1 a ter !ti! I i Gor MOrE: N`' ELI EICY' CQDe For ATt› r1 o - G Lass I-Jo�r/SrJ_ <..IFhl X11 t�►�1 -t-PA1�1 oo5P• co1•11 11101.IED FI..c 2 I.�RE�. �\ I -7-11.lu N t? ' ' PREccz1 Pri-Ne. E VELDPE. RF-6W1 RED g'1-1/ 1 r--15 Tx-tt s L\ptDI 110 NI macrs WG , 11 N I to 11 ri - _____ 1.__________, 1..��.. FE-,..c3 u I Re h-tE--GLcT' ' �I MhD �-11-121,4(42 )- N 0521 2C� int 4.422 � t 4'0 --4-1 60.../ rric::,, -, ), i: JiGlti� Dx o o¢ NEIL! y '1j1Gt �4.U. /�_ '� 4 c) "'%i t. 1 ° 0,0 �,����, �_"c N ,, - h1t`'1r� I''ltG AILOtL-1Al2K1 L % �' �Z- 2x .I "�1�C C� �P9 -, , , :h t7 I v, V I L L.G� -i 1.40‘. 044-.1-1 fi - c LI ' I i 95 e .._ _ N Wit, b - __- 7 _ - p 4 .'_ �. : ,- �. - ,. TE- 9.2 2014 0 hl IIx�"p1- , >✓� ..ro t2i rzr r� �"� Itil. O�1 - 1�I le.-1 Goy �'- r t�� I f •.- -- ' ..: '-':,.R° ' ss\°\‘'‘. 1v1 1^I I f✓ 1�-'I u A 12 r•'i .% j te ?r 'r'7!D ' I i *I.:A (JO Par . . flFt.ad 2 r>1.,64,-1 ; . 4 I a - ` ..at- "; d 'p'i CV ILI ON i >• Z U • 0- -X 01 m e..) 0 wr•I Eh • ON CC\J LU 13 1 C 0 In ° C 4) o (1) u ..o tn cm ii) LC) In 1--. ..._ rn,i. r— ... ea) c ,.. .— ... an (a — 0 I 1 — 0 0 , _fit ---1---- iiii .4---. ...c c 4,.---I--- _ _ II) 4- _ I f 4(). , ii , "0 M -- tj . .____, s . . . . , , CI qt I __ . - • a‘ , __ . 0 N. 1 • • i j . C 01 .1 -- 0 N. 1 1 r.J, tr) 1- 1. - .. . • .......________ co •• 0 I • . i 1 I I I I 1 I II 1 I I i I I III I I 1 7 - -1 • I- - -1 - r — I-I L _I I 1 .-I 1 ---- - — — li 1 • rrpt...1 i _i_... •\/,.6'T-,,,,I , 141 . . I C II I 5 'I ........ 1 .,„....,....e.,.. ---1=--- - _ --------- 1 . , / ,-,) 44h1qt.' kr, • — _ _._......_ ' •. 7-, 4.t.g so — .. ........--- , _ _ . E' _ .1 -r7, r — - • .,..!*1 -r.v.#,..„.1.01,-- 44,..)1;00 444,e4.06",.. _ II ..1 _ I ____ — — __ _ _______"--- 11 i , ----.. • ___.-tet iz f - Ll_____ r--r , AlZi< I ______ - 4, i _______V__ - _ i D I VI u_Aci E LIN., 1.14:17 TUC.. NY i 1 1 I I 1 1 . . 1 1 1 1 . 1 . 1 1 i 1 l . .... _ _ — _ I _ - - _ _ _ I . I . • ' It-4.1•1 4•4('?) .1' 161 I-I T "21 e-- a----\/A Ft 0 LI , . J4Il • I!0 I - _ , . . — • _ , 1 . , • 'ei-It8r Orel- - — —. — 1 . , • • , ... . . _ _ ..: •__ - ....*....r... .. ..a..,.,..*.........aa.*,... ..... .....,... ....,.. .........,......,...... ....uc., - . *pruno,rnsiNFor.ram,**Move*,,• •••••*.... ........ .*..* , • CM LO Fi ›- . , Z (e) 46 F-‘1 , •c * cO ' En . oN C NI ILI -0 1 5 0 (V) C 0 o 4:1) if Iefl 01 .(7) 4 ' LC) CP II 17'0" • 9-10" i5I-Gfil to , Is- , *---11/- - --- -- -4/-- --- 411 ,I• . . c- C.g..10_Pr I es. .1 .. _ ___ . _17 - I : • , 1 rI- • 45 ' --,---- - — CI) 1 — - --:-.1 L . _j. — Il C C11 \ CU _ ... len POLig •r2cokiozr. -T-1.-3 l' rs k q 1 .. el ' m , WI ,24" x 4l1)< rot' . \, 1 .4": C ! C t„) . t, reop . 1 " .. C\Y 11) • ' . CI) • os I o , .._. .. L. NI . . ' 0 1 . . i • Co Ly) C X ID pr Ltx_41?-•.r. 1:14E_O-pvpp._ Hiu._cio,19,0t__:_ : r 09— — —. e...1 4) en ffi\,.• .„:,--,,-;,i',,,:r.:',:::',.4..,.;„,..3.-.4.T.4.-.n,:3',..-.2*.t-* ''/,',:4- 1..',,.'•. • .-',, 1 " 0) 4:;) Eri ' 11 1 il l'f 4 ..) 1 ik;f' I • \ • I .-ii I 4O.l WI.. \1 r, .. i f:;;VC,11%' I -.7:' I : ;,.. ,.. _ ___ -- - - - I ; I "i- N Nir..1,441 .,4. , N OFF= 1. --r--7:-- :;1-.•-.•r;71.--.7'-.L.=4,... .•1-,.-.i'::.f:7.g:•-4-:•.;;--ti I ; I f • 1 ''. 4-4 f- - .. .. , ar r 1 f1 1 X 0 fol .. f . iq rt. 11, ueet- I 1 • \ . i _ j ( . I \. \ NI uti i.;. -) '0 1_ . eiyie vim I t!!! I 4r) . . q I C 6,e06.W L k k .0 ,.._..... . \ N N. \ X q I,JOrg ' -' ------- ,- - .„".... -...:. _ A-F I etc),Ci . 24' LoNct 'I ,• ,oxT- 0" i kirc) 54ter eit i .526, , C01-1C-gl Vi41-1-- ii /17/..0 i i 41 ._y 1 f tt i ...... 41 " ,, „; , ! . , 1 1 , . -- .............. __. II \ _ . ' I .• ,,.. .,.., . ..,..,...I At, ‘t?' —\-- - ' — . ,',., . •4'"--:;;-;T :,' -*: t• - Q---•2., I b Pr LED6re•rZ-AZAR. 411111.11111i. -... .. ..4,,;. ,.. _LW . rt)t)ki D A-ri o Ki FLAKI \ Nimii\s‘\.4. 11,,,,e114; , k 1-44eu - rzi-Tro HI ,EV0,0 tc.e,N. 0 16134' I •k.•..., •, 10C,A L.0 ' YA4" r; 11011 \ io, rCi Pic-tr -, roFEsstow-,.../. 24'K Z4Kf1C 1 e . 1 MOT'Gi Vp NtIo t-tr'S i 'l- GI-1/1t51- i&IIARS I ; \ it.: .71 lots VaLiscIr Lis. HATri TOC., . `1-1.\(11q52 t, i—tc,‘,- . . ._EXICY. P r r-,c,, • -N- ,.-4‘. , ipaT5 io , 14,2or+ 1 ...._ . ' . . . , r/ ... . . I _14% . , • . • ,i' • . . It-zps• . ,.., . . . . . . 3 • • (oiAt,r-r- or-4. . . • ___________ • . . , . . , .. . . . . , . . . .. /' N , 11� O4 z V Y __. _�— [I DGF erg iJO • u CxS' Itx,:E " CALL--e"or - - co o } rn ca oco v , agaiii %ai441,16114 C y - %_W . a ,u O. 1 so/ ' 0 _ 2-2XIo01 evlty of - . - raertv 444 ca t)M t- to toWite- 11 0i_c)ts-1 K-I . izir , , i ) L 2 x ePr 1✓ J ,0 no"0,0. ' Q - 2 X I o f r G4I LSD L. O c >, 'C�G�K�II,.�U �rMp4�N y nm,,Hioe-4 ` c II.1 i . M01 Z !I II �� i' C ( ( '(c \ti , 11 'ZX to FT FJ4) fLo"1,U, �~' Z '• n chi - 1-1• . -� 1�,0,4, �z 2-BUD Pi c c Lt,,--? __._, ., _ _ _ u QP✓ 1 �._ i 1t2V 1L1 Y.ry ,l�.' • 4f1 GI tzQt c v �I MD U D 0 51 � ✓ ;v ' DEQh GLIB 'r'�44A 0 NV (� • 51 t� pr'-1 —____, \ t. ') LUQ ZI o g � nj ac • ,-- fsa- I 0 .4t lip ,Z,Q.a L N 2:C7 } I- C M i '� W G .G 4 4j y -, 1 !O' 2xio tZipclo 1211. `N/eN r 2 ( rf..t . e I(01,0,0, 4H 1N.ciz lye 2X4 aoLL.A1z r 6 40"Oa 0, VI' 1T 1440}-tzo0C% ' . ii 2" GO4 Ply1/400c €-X17-}I4U ;row. 1 Q IIrl rT 1✓t-k.e-A 1 IJ.,G1 It Ir? FL-T 'I �I tZ+f✓ vE- r- I GI:�i I. fl%1e S i- t Td i'al% 24'' _ `� 6 \c4iM�i��� ro �t et r� To I F —20gItai t�s M TA Del f' t:1 != , P1�L1 >✓D 0�/ g '1' 1_1" AL.00e , i—;, —;II �' r i IlL r 1 Ir+ e,� 1 I1,-- 1 a 1 I 'I I I � , �� i , 12 1 /'`' ,..„-, `, ..2k8 1=6* . 1 IJ 1-1 1 1 U e •zw • , 4gc'o. '644 2.W1_45 ,4wcid, TF> giooP' 821-I IOC' i_r -, •II• 1..?? c,..., 11),D2: r_i____, „411:144. ,,, a .: WiralaMMIPZIWILdWart 7 1 12" u Et-J r-l- I T- (_�_._ M_._ _. _Vruf>,vp __ S ~ fIt tIP R� 45S r tv.& LATIO t� STrz, ' —u lri U�U -rNr E s 2x ? Chiut.16i Jo'5T�® h'o,o, �N 2'�19 y le a 2r ,t . N. .' TroN 4 I, 6ymoy, no44c-.) s"Pis. � a � � 4 : IMA4-.1 3" I - -1 ! i1 QAC(�'�TU a ® 1 Co"0.G, �- 1 t� > j'I D1----_______it. Prot,1 k f ' �� �' � . ! 1 ► Ve 617x F'I` N G ?D Y/2" Gt`.(4i.J I w94 rt7 �'` Ct �}oIY T '� 4 Ln- 'D�i'T coy 5-a� {� H pv� ISI r P . ? 7,;(x,2X IO@ 1 t0''0,,,.,>,.a---4-.„6 . � ,�le .I� II-lLt I..- TO 116Tc.k 4-Id 2E .. _ .__ . _. t ion �G -t -1 I -- 2r 1-4111. •, J ; t 71L.t_ ,vms k -.�- 2- 2)(6," .. eA 1.i, • fie,`' 6 t o"© I Co"o,G To s•TC-4 4 ter, +fax% ; i`ilp t�1 r t alAr,-1_ K o t`l I ,�, 1 'ir 17(71_,1t) c__vG K I I-I U irc:1:7:45;:E86-6:4"0 ,0. y� _I D I rj V l L1A L.8 1.%.1A-rill TA1 T'1'1 t (�`ls CZ-21 I r�-I )L,PrI 0 IJ X61 t..! . �.roo fi , I`�'• ZDI t I- 3`( r�- .� � SGTIo �. -�. v/4" 0()1r• .OG?Fe ''•VG4t_f� y IO II j ' - ' ►► 1%ta I o 1212. Ur/2" A Hap 1'jM'22'O" o,G x11 1 . ;` _0'1 Paup n Gt7r-1 G 1-- ii-ae 1"14 I A- ���. � � ,- RDF p�,�,R�'- Ur-� I'-� ` r� G�o� T r%ter Imo, r �ss� • 61- -4 o>= 4