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Home My WebLink About38541-Z 4 frFflt 41 Town of Southold 2/18/2016 1 IA P.O.Box 1179 1 CO 5Min�,lj�� 41' Southo3095ld,aNewRd York 11971 ' CERTIFICATE OF OCCUPANCY No: 38099 Date: 2/18/2016 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: Crescent Ave,Fishers Island SCTM#: 473889 Sec/Block/Lot: 6.-3-1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 11/14/2013 pursuant to which Building Permit No. 38541 dated 12/3/2013 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 and additions, including unfinished basement, covered porches, deck, second floor balcony and outdoor shower stall, to an existing one family dwelling as applied for per ZBA#6684, dated 10/17/2013. The certificate is issued to Riegel,Amanda&Riegel,Richard of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 38541 7/10/2015 PLUMBERS CERTIFICATION DATED 7/16/2015 Pete's Heating&Plumbing 4th . ed ignatu e , -— TOWN OF SOUTHOLD ��o�' BUILDING DEPARTMENT x ? , TOWN CLERK'S OFFICE � � �� SOUTHOLD, NY iii y,o 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#: 38541 Date: 12/3/2013 Permission is hereby granted to: - Riegel, Amanda & Riegel, Richard 94 Broad Brook Rd . Bedford Hills, NY 10507 To: Additions and alterations to an existing single family dwelling as applied for per ZBA. At premises located at: Crescent Ave SCTM # 473889 Sec/Block/Lot# 6.-3-1 Pursuant to application dated 11/14/2013 and approved by the Building Inspector. To expire on 6/4/2015. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,074.80 CO -ADDITION TO DWELLING $50.00 Total: $1,124.80 dip By /dins - - -_ - 4 ( Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION.FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: 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$15.00 Date. 1/14/16 New Construction: Old or Pre-existing Building: X (check one) Location of Property: 3651 Crescent Ave Fishers Island House No. Street Hamlet Owner or Owners of Property: Richard E. Riegel III & Amanda JT Riegel Suffolk County Tax Map No 1000, Section 006 Block 3 Lot 1 Subdivision Filed Map. Lot: H P Broom Housewright Inc Permit No. Date of Perini pplicant: Harry P Broom Jr Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: X (check one) Fee Submitted:$ Applic. .ignature Moil/ if 5007®® Town Hall Annex �� : Telephone(631)765-1802 54375 Main Road ` % Fax(631)765-9502 P.O.Box 1179 � �O' � � �� • roger.richert(a�town.southold.ny.us Southold,NY 11971-0959 : �` �® s� i �4'couN vo ,,, goy BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Riegel Address: 3561 Crescent Avenue City: Fishers Island St: New York Zip: 6390 Building Permit#: 38541 &38293 Section. 6 Block. 3 Lot: 1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Connected Systems LLC License No: 45453-ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only I Commerical Outdoor X 1st Floor X Pool New Renovation 2nd Floor X Hot Tub Addition Survey Attic X Garage X INVENTORY Service 1 ph 400A Heat GAS Duplec Recpt 95 Ceiling Fixtures 59 HID Fixtures Service 3 ph Hot Water GFCI Recpt 22 Wall Fixtures 67 Smoke Detectors Main Panel 2-200A NC Condenser 3 Single Recpt Recessed Fixtures 25 CO Detectors 4 Sub Panel NC Blower 3 Range Recpt 1-40/ Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt 2-30/ Emergency Fixtures Time Clocks Disconnect 2-200A Switches 109 Twist Lock Exit Fixtures TVSS Other Equipment. Includes House, Garage and Electric to Boat Dock, 11-Exhaust Fans, 5-Paddle Fans,1-30A Wall Oven Notes. Inspector Signature: lir A. ►r ._ 1 Date: July 10, 2015 Electrical 81 Compliance Form.xls []`1 - - ` 1 Ir,�� 1 l iJAN 2 1 2016 11.....," ►�LI Code Enforcement Certification of Compliance-Domestic Water Supply Solder&Anti-Scald/Thermal Shock Prevention Building Pe 't#: 3 t S‘.1-1/3 6 Z 93 Date: sl. -0 to"I S Property er: A"'`IQ'^�.a Rt c,S2\ 4 RA crc�r� C 1R �g-e✓� 31.s1 \ Q Property L cation: CAr 2•S c Q,nS v.Q, , c7• N\%QV'S 1 S lar�. 1 IN t Installer/P1 ber: PQ*2 S � n -P\ " �; c CI nn as •.,\� 6.,,s.� t._o,".�. Address an Telephone: LrQ. \�Y L L,V Q1o33 q1 " `1$'� Suffolk Co ty License Number: 4(1),a,L" r(C? I hell-by certify that the solder used for the domestic water supply lines in connection with the above referenced building pe 't conforms to the applicable requirements of the Codes of New York State and as required by other provisions o the Codes as applicable. I 1 er certify that an anti-scald and/or thermal shock preventing device has been installed in conformance with all appl cable requirements of the Codes of New York State and as required by other provisions of the Codes as applicable. Please check one: (J) I ce ify that I am the licensed plumber(License# 14 O(2 ,-l11{j that installed the plumbing on the above referenced p emises above. ( ) I ce ify I am the homeowner and I personally installed all the plumbing on my above referenced premises. Sworn to be ere me this IC �` > 4W1 Signature Day of 1 / , 20 /� r � .i.� ... Yr jf otary)/...'11,16� � �` _ Revised 12/5/12 ((60(,0X.0(4%3 /\ • f 3gs7(Z--- ,,,,,,,,,,,,,,, ‘...sca, __ ,,,,, . .... . , _ ,._ , ,. .,:,€ -., 4 i i /c� _ii , V ' ,i eAVUO,V.." , TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECjIóNf ..*.- r<;I__o_ ',,,....1,1!w_.:711 lir ' [ ] FO DATION 1ST [ ROUGH PLUMBING [ ] UNDATION 2ND [ ] INSULATION [ FRAMING / STRAPPING [ ] FINAL [. ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIO ATION [ ] CAULKING REMARKS: _ 4' 5 €4-4--A-6- (om. I, ,G P( - ci) . ,,, /4(5D— 7d-bithiT__ . ki /_. cv,g , . A 'zi, kr :Pt 0 4 C-77411- --6- Cvill? CA,AL.A_cfr3 4. 4 ' ,4 11'4-sior S6744,5 7° t P6Ani--t .........-- , . k ,.1_J -er-swirmigsm ,,e-, i 0 0 t% J zt_t_k_. _ l'"— � .r .� is DATE _ _ INSPECTOR • C c5A-Dbr- I Qc Pd Z9r - - -7 / ;-h 1'1e4/1Zif Eli _ e/1 91/' //I, 4 ' /41 IP Y ± . -��L0 ��cv "- hi of _P hi I "" (41 Pil $ 6-9 , • - ti -4-11' ( .) _,._ SIIsinlINOD TVuoriraad -- ilk z VII . � � °'—'7S),5'-i—w-1)-- . . u. • - •arero a_l . . ,p _. • '‘/j. '11/:/&- i 1 '9 0_,J, . .. . , . atop ADI &a stsYss E., 'A'M IMI KOItrlag II W 1 V . . . . . • • e „frr--x-e'fr' - . E�_ -� . u rervo__)47/..4v.10- , 7...-ii-fp J ...-20..,...„--d.../ cv , , 111 4,420/dri-"YeD NNl b -.►fir/ ��r' _ Ar,,,..-7,---,0 .r ri -ii9 - � (Z a . --,'.i / -- - . --- (r (---,Lo 01 Ow 11/J111, . . J .. 0 - r z --e;t ((NO NOX►LYa Iaord ' egi A V/ . ' 14Tr. 2 / P,, . wiDA2-- svz./pir,./004 --- ,_sr us')Mo .LYaNnoA , / ..,,:to -ssHzrnunioo Va ` smam acapatasta azar 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 �65-\,f � Survey SoutholdTown.NorthFork.net PERMIT NO. 1 Check Septic Form N.Y.S.D.E.C. Trustees 3 Flood Permit Examined ,&( 20 ( Storm-Water Assessment Form Contact: Approved ,20 1 Mail to: 1 rOOk 2_C9-\ Disapproved a/c 2(,1 cr hat Phone:e(PO f°-5(6 O6,37 i Expiration ,20ECEA M ng Inspector Q 'PLICATION FOR BUILDING PERMIT • AUL- 6 2013 Date 12.3 , 2013 INSTRUCTIONS BLDG DEPT. a.This applitliftWii1 k •_ -:- +letely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets o-p ans,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./91431-641b2-- <, _ e NsAppRoVAIL (Signature of applicant or name„.1 corporation) '2.(0 f Cir 559 U id ► CT�371 (Mai mg address of applica State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises F. /1c r r` Rie i AL'C1Gu d4` J T. E.Iec j (As on the tax roll or latest deed) V If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No.1-P5P Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: 1)(0 6 Gig -11-t- G vomx, r)sinet IU: =Q House-Number Street Hamlet,=, •Y, _ County Tax Map No. 1000 Section Block 3 Lot Subdivision Filed Map No. • Lot 2. State existing use and occupancy of premises and inttezied use and occupancy of proposed construction: a. Existing use and occupancy 11/1.1�€. vVi a.aince b. Intended use and occupancy S 9'✓1l I . -FILwl(L c• -e�i GtQwf2_, 3. Nature of work(check which applicable):New Building Addition V Alteration ✓ Repair Removal Demolition Other Work (Description) 4. Estimated Cost Creb(e� Fee O A1C`�1 C=Q o4 (To be paid on filing thi§application) 5. If'dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars r - 6. 'Ifbusiness, commercial or mixed occupancy, specify nature and extent of each type of use. r1i f (QIP Depth 5E1 l f1 (0E37. Dimensions of exfisting structures, if any: Front (p (P Rear 68j Height 6 Number of Stories 2. a f Cog-6U Dimensions oflsame structure with alteratiolns or additions: Front (DO �' (p Rear Depth ,2 9 Height `2(a - Number of Stories 2 r _ f� c� i « �,, r �1 8. Dimensions of entire new construction: Front rob co Rear (o l') p� bepth3 S�92t^9 Height 'i..6, —(o�` Number of Stories `� ev1`+-i per iS OL-Pa vCf- yam r +- 9. Size of lot: Front Rea Depth 2-00 )C CD D 10. Date of Purchase iqoVetb9f ZO1ZName of Former Owner F4e..Ari.j MatIcA. . 11. Zone or use district in which premises are situated 128 C3 12. Does proposed construction violate any zoning law, ordinance or regulation? YES ✓ NO 13. Will lot be re-graded? YES NO / Will excess fill be removed from premises?YES ✓ NO (z,` ace Gouty I Li- Mad Pat 14. Names of Owner of premises ( Address • , 6 .y Phone No.914.ace 3OZ7 Name of Architect ei,t5o)CCCy; l' v1 Address VD ' r' ■tir �'')"i`one�No 8(001 5c1- (46 Name of Contractor j 137 v Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO `V * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C.PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO V * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to priSiti y li,ies. 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 ) F5r00 k �` being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing cont ct)above named, (S)He is the a 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 tobefore me this c3 day of U' 2013 i6z Ie - . i tart'Public e.acf cf)30/g543 Signature of Applic nt FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD, N.Y. NOTICE OF DISAPPROVAL DATE: July 29, 2013 TO: Brooke Girty(Riegel) 261 Grassy Hill Road Lyme, CT 06371 Please take notice that your application dated July 26, 2013 For permit for additions and alterations to an existing single family dwelling at Location of property: 3651 Crescent Avenue, Fisher's Island,NY County Tax Map No. 1000- Section 6 Block 3 Lot 1 Is returned herewith and disapproved on the following grounds: The proposed addition/alteration to this non-conforming building on this non-conforming 91,040 square foot parcel in R-120 District, is not permitted pursuant to Article XXIII, Section 280-124, which states that, on lots measuring less between 80,000 and 199,999 square feet in total size, the minimum front yard setback is 60 feet. The proposed addition/alteration notes a front yard setback of 2.7 feet. Authorized Signature Cc: File, ZBA . • g',,' • BOARD MEMBERS ��if''�,,,�" Southold Town Hall ��0�S�UTyO .. 53095 Main Road•P.O.Box 1179 Leslie,Kanes Weisman,Chairperson is'� • �� h0 4 : Southold,NY 11971-0959 Eric Dantes ; 4 is % Office Location: Gerard P.Goehringer \` c,/, ' : _ Q ,' Town Annex/First Floor,Capital One Bank George Homing '�c� ��9° Southold, , 54375 Main Road(at Youngs Avenue) Ken Schneider =�4-COUM'1*'1�I' Southold,NY 11971 _... ...i http://southoldtown.northfork.net ZONING BOARD OF APPEALS TOWN OF SOUTHOLD ------r—�r Tel.(631)765-1809•Fax(631)765-9064 \t"...,-\ '-' `.f9 \^'� 22 X13 �` �� DIGS' DELIBERATIONS AND DETERMINATION MEETING OF OCTOBER 17,2013 VOG.DEPT TO'M OF S00-10L ZBA- 6684 NAME OF APPLICANT:Richard E. and Amanda J.T. Riegel, III PROPERTY LOCATION: 3651 Crescent Avenue(corner Central Avenue,Munnatawket Avenue and Fox { Avenue)Fisher's Island,NY. SCTM 1000-6-3-1 SEORA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINIS 1'RATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning issued its reply dated September 11, 2013 stating that this application is considered a matter for local determination as there appears.to be no significant county-wide or inter-community impact. LWRP DETERMINATION: The relief, permit, or interpretation requested in this application is listed under the Minor Actions exempt list and is not subject to review under Chapter 268. PROPERTY FACTS/DESCRIPTION: The Applicants' property is an irregularly shaped, conforming 91,040 sq. ft. parcel in the R-80 Zone. The northerly lot line is adjacent to Crescent Ave., and the corner of Central Ave. The easterly lot line is adjacent to Munnatawket Ave.,the southerly lot line is adjacent to Fox Ave.,and the westerly lot line is adjacent to Crescent Ave.• Because of the proximity to public roads, the property is defined by four front yard areas. The parcel is shown, with proposed improvements and setbacks, on the survey drawn by CME Associates Engineering,Land Surveying&Architecture,PLLC,dated July 10,2013. BASIS OF APPLICATION: Request for Variance from Article XXIII Section 280-124 and the Building Inspector's July 29, 2013 Notice of Disapproval based on an application for building permit for additions and alterations to existing single family dwelling: 1)less than the code required minimum front yard setback of 60 feet. RELIEF REQUESTED: The applicant requests a variance to construct alterations and additions in a front yard area with a setback of 2.7 feet,where a 60 feet setback is required by Code. Page 2 of 3—October 17,2013 ZBA#6684—Riegel SCTM#1000-6-3-1 FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on October 3,2013, at which time written and oral evidence were presented. Based upon all testimony, documentation,personal inspection of the property and surrounding neighborhood, and other evidence,the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law§267-b(3)(b)(1). Grant of the variance will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The Applicants will maintain, and not further reduce, the existing, long established non-conforming front yard setback adjoining a dirt road (Munnatawket Avenue) that is generally only used as driveway access for several neighbors. The Applicants will also maintain the conforming front yard setbacks along Crescent and Central and Fox Avenues. The alterations and additions made by the Applicants will enhance the overall appearance of the premises within this residential neighborhood, without obstructing driveway access, or the travel views of any adjacent neighbors. 2. Town Law $267-b(3)(b)(2). The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance. The Applicants' property is uniquely situated between three paved public roads, and one unpaved road (Munnatawket Ave.), all of which creates a parcel with four front yard areas. The existing single family dwelling has an existing non-conforming setback adjoining the unpaved road,and therefore the proposed alterations and additions require a variance. 3. Town Law &267-b(3)(b)(3). The variance granted herein is mathematically substantial, representing +95% relief from the code. However, the variance granted is for an existing nonconforming front yard setback adjoining an unpaved road that is primarily used only for several neighbors' driveway access. The Applicants will maintain three conforming front yard setbacks adjoining the other paved public roads. 4. Town Law $267-b(3)(b)(4) No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The construction does not require the removal of any trees or natural vegetation. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code. 5. Town Law §267-b(3)(b)(5). The difficulty has been self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. 6. Town Law $267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of alterations and an addition to their single family dwelling, while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Horning, seconded by Member Weisman (Chairperson), and duly carried,to GRANT, the variance as applied for, and shown on the survey drawn by CME Associates Engineering, Land Surveying&Architecture,PLLC, dated July 10,2013. Subject to the following condition; 7 Condition: 1. Applicant must obtain a CO for the "as built" shed and "as built" greenhouse within in year from the date of this decision. That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued. Page 3 of 3—October 17,2013 ZBA#6684—Riegel SCTM#1000-6-3,1 Any deviation from the survey,site plan and/or architectural drawings cited in this decision will result in delays and/or a possible denial by the Building Department of a building permit, and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation from the variance(s) granted herein as shown on the architectural drawings, site plan and/or survey cited above, such as alterations, extensions, or demolitions, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. Vote of the Board: Ayes: Members Weisman (Chairperson), Schneider, Horning, Dantes. (Absent was: Member Goehringer) This Resolution was duly adopted(4-0). Leslie Kanes Weikman,Chairperson Approved for filing Ip/a/ /2013 p 1, )01,10114 . *Of SQ# ' Town Hall Annex : all iii' Telephone(631)765-1802 54375 Main Road ` {631)765- 5Q P.O.Box 1179 G� Q ,i rocer.richertdflatsout�ro .nv.us Southold,NY 11971-0959 A. ��1 BUILDING DEPARTMENT TOWN OF SOUTHOLD -APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: jQ, ') �, 2aki . Date: q, o6---. /4 Company Name: (�r1e 4 J, S-e -LLC - • Name: LTGr i' C . License No.: 1\1 y 145-45-3 m C Address: /5c 6(A-1-6n 192F 12oa SaeD Old rY ( 5 3" • 1 • Phone No.:.• - (9(00• 431-1-, 17s e - - JOBSITE INFORMATION: (*Indicates required information) *Name: PO l` e I - *Address: (Ye o',-j•- 4-IOoi v e, P7 9- oil Zig-r)A *Cross Street: *Phone No.: Permit No.: B54 I Tax.Map District: 1000 Section: & - Block: 3 Lot: f - *BRIEF DESCRIPTION OF WORK(Please Print Clearly) • GSC X61 091) . t'»;. :_ 'rl 4: oc rer l k . .1 y 1 r 11 , f ,U, •,&i aY goo p A rS . Ta /)71611-11 - cin/) (-V}Il' �° (Please Circle ��' �bY� •�J�l' ��d� .C { - e Ail That Apply) *Is job ready for inspection: ES NO Rough In Final *Da you need a Temp Certificate: ,YESrf IVO Temp Information (If n- - •ed) *Service Size: Phase 3Phase 100 150 200 300 350 (400) Other *New Service: - Re-connect ndergroun Number of Meters Change of Service Overhead Additional information: ' PAYMENT DUE WITH APPLICATI NFT— EHED ILS 0IhI OCT - 1 .2014 82-Request for Inspection Form BLDG DEPT TOWN OF SOUTHOLD • 64)* 34i3, -c(-7. -- --- Al-i,c,- /____ (--i—,,, , . .„ - ,J.---'.,,,' iii. .... 4' _ ,.. Y. ,. 2 .rrgy n �'+ 3 _ _ .. ..„...._............2...:.,...;„ •1 ,...• _ _ . ...... , • 0,,,,. . $ ........ �, „ , ' ,_ . . - . ....w...4, a,,,......„,,,„...: . . ...„ . , . „:. . , ,.. ,.., •,.w...4,1.,05.,. „.:,„.„._,. ...., .„, , .. ,. , , it, lei x' . ,,,,��.,,. " ?w. . air 411.114 i ...— i 1 r k,'; , ; 1b "Vir ,+,� Y , dam"► lb. �. .. ,, i i .' ,:�' ./ ',41# F :; . ,oillk r i R 1 A ISLA ENGINEERING SERVICE COMPANY P.O. BOX 1413 RONKONKOMA, NY 11779 (631) 286-7448 e-mail: isla@optonline.net www.IslaEngineering.com April 15, 2014 rekl Mr. Gary Fish Town of Southold Building Department P.O. Box 1179 Southold, New York 11971 Re: Revised Drawings for Riegel residence renovation; Permit#38541 Cresent Avenue, Fishers Island, New York Dear Mr. Fish, Enclosed please find four (4) sets of revised drawings for the above referenced project. Please contact me if you have any questions. Sincerely, WVe Q � � T )41,0 Danny Isla, P.E. v" ECE [ E `, APR 1 8 2014 [_--2) BLDG DEPT TOWN OF SW 1 HO!D 11 ® l IP Town Hall Annex e ; Telephone(631)765-1802 411 54375 Main Road ; Fax(631)765-9502 ceJ P.O.Box 1179 G" � '�� Southo NY 11971-0959 " ®e ^�0� - COUNTY,' , °� — �-- oiii BUILDING DEPARTMENT TOWN OF SOUTHOLD k August 13, 2015C 0—Le Amanda & Richard Riegel \ `- � 94 Broad Brook Road ! D Bedford Hills, New York 10507 ` � _ RE:-Crescent Aven e;Fishers-Island;S-C.T:M:1000:6-3=16The-Certificate of-Occuparicy_for.-th‘projectewill not-be issued until you=have olitaine d-Certificates-ofOccupancylor thews:built"-shed=and greenhouse�as- stipulatedin.ZBA#6684,dated 1 0/1 712 0 1 3. TO WHOM IT MAY CONCERN: The Following Items(if Checked)Are Needed To Complete Your Certificate of Occupancy: Application for Certificate of Occupancy. (Enclosed) r ) electrical Underwriters Certificate. }� A fee of$50.00. C17 Final Survey with Health Department Approval. i Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84) • Trustees Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board Approval. (Planning#76511938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. Final inspection by Building Dept. Final Storm Water Runoff Approval from Town Engineer BUILDING PERMIT: 38541-Z additions/alterations to dwelling CNI ':+=,....' Ns io4/ -I:r7:i MI • TOWN CSF SOUTHOLD PROPERTY RECO RD CARD rir 73/1 Ait . m / ►::vet -- _ — DIST. SUB. LOT OWNER STREET VILLAGE rywda 4-.4iet-gt (--'/F:',5c..eKt-/4-v _ /4.-: eQ410--)c-Z 7 - , �' E... ACR a._' FORMER OWNER N /�� ,,-f{ ,Gec{v{[V1 4Ie S M�l rd*4n t ig 4 v`c.- . lrl '#3� + TYPE OF BUILDING Aa-____A zabtthemski , ro.,4 lie . ,: -e.A44.4szfr 14-46. ,, p4._ Ste, SEAS. VL. FARM COMM. CB. MISC. Mkt. Value _ .• _t- RES. (� REMARKS • Ce LAND IMP. TOTAL DATE Q -�, �,,, ► �' ! 2� car, - _.. w 141 i X ---z n o 0 / i; 1--p--,, /.2 .P-- t Ott-1/ idf, 5-'- 2- ? L?11-C d.., Arril 444. 1-6/4.c... ?--vot2DC `32c� t�,2va t ooi . a GU �!AGE BUILDING CONDN lata# Bff '9 N 1.f +r VIS } f f NORMAL BELOW ABOVE /5,,q- t_-_ i 2322 7$- Z6o n5k1 - fQrfdi o!?e r � NEW Value � � �p .�f��t FARM Acre I Value Per 2� ti2-- ��I rig-Mallard a o-� VEccAZ Acre w co Tillable 1 f3 - �� ,4 (4 12 Tillable 2 P-- • . Tillable 3 Woodland - Ili CV W. Swamp band FRONTAGE ON WATER • FRONTAGE ON ROAD 1.17Brushland � . m - DEPTH r`' House Plot - BULKHEAD ' • CD DOCK Total • aux .. -- • - •• :'.,- •. yit .. _ 4. m _ t.ickfru. v.I'w -4 % L'-1 .1 • •.•••• -111111•11/E111111111111111111•111•1111111111 ,,,. , ,.,_ ...„,-...., _7..._-_-:,-.- --.--,-.---. -:- L L 11111.1.11111101� •IFTATIARIIE12111#iGSiiiiiMIr . -i~ : M ■■��■ tll. l�!01■f11i[ al�ll7�!!�►�II_■ :_ : - _ _ , • _> 1)t- iusiii■■i:"!: aIN•.5N■■■•UU U H MINEEINIIMElimaiMMIUNINOMMIIMIIIMI ,,� ■ti■■NNUIl�PaIDi%Ai1UU�:a�■ - r . j � ° 1111111111111111E :I_i■ii111113iiiiaau1•N Co y I 111111111111111 ■uIiiii. flf `r iUU©u.■ F 111111111111 : ■■■11111 ■ink -'�. ms2—S i1RNi•NN■ D 6-3-1 3/04 11101115,.1111•111111111• 11=1,1111111:11111111,11� Bath Dinette= M. Bldg• "4 x S.r /4r PIPPAIIIrwr-d Poundation iNe- Extension 6 _ 4 ` , ,c0.5.9 lbs loS P Basement it Floors o • �r xt. Wolk � , Interior Finish LR. Extension � x, Y� � IIMIIM • J / I - ( G \ '15r? 2�. Z.. Fire Place ' '� ,1e Fieat ,Q 14 I + , DR. V Extension - Type Roof r•$ c.r� Rooms 1st Floor 1MM BR. r + s<r`'j r Rooms 2nd Floo c. FIN B. Porch • 1 /' X :3 L/ 1 AR I "creation Roo '�/ l/t j' c U .ti MIMI ,./ rCL. Porch ¶ PAb . Bree � ��igerV klei k‘ SQ Y 2-g� Driveway MI v/in - cv •Garage + 2- = o� �� r ` f� M_ 5- in, , Patio -..COezi O. B. .irealidNICINEI f xv -Kr r ir,- / Total �',' i =- i/6 1 e" 1 # b FillIlliI.Mill. I N if ' '4'..k....'el ,=. Fater famosomismo . PILfamosoti SILT FENCE GPNTRAL ` S H z R S M 0 q� WOVEN WIRE FENCE (MIN. 14 1114 5 'L ,g N N ° GAUGE W/ MAX. 6" MESH •.--+ l_s2 111 ill III lid 1 / ��- ' SPACING) ,q� b 5 0 V N b 4 co m ' c w 10' MAX CEN 36" MIN. LENGTH FENCE `� \ TER TO POSTS DRIVEN MIN''' \ . 16" IPIIPP � �{ cWTh ,i, jp)d oFEoocK I CENTER INTO GROUND ti c"h" PILE . (TVP.) A#V#0 CV i cn rZ 0 0 I co 0 FISHERS ISLAND SOUND I 111111111111117 m1I , Wit ,1-4 •o ��'' x ~ �`o CONCRETE AND /�\\�\/�\//j\//j\//\�\ HEIGHT OF FILTER = 16" MIN. 1101°X ��; '� Y / STONE J ETN \r\\//,///�//\.�( y1 /\\r/�/`: ( I� r ,� V) i,,, APPROXIMATE MEAN \ \\ \\/\\/\. r'�i a HIGH WATER \\ F�p� �� L\// //\//\\\ 6' MIN. 4. ° tri W �\ W 'D ( o,li SANDY BEACH S18'35'OO"W ,� N II ^ «� SURVEY CLOSING•Ute_ ''> 31't co� a`� o _ 111111111111N., ili.. N86'50'25 E 1so.o2 � _ . [, o _ PERSPECTIVE VIEW Q a� S64'03'002V IRON ROD / _ oimill. O ./ (SET) �11� /JI CV M N/F o AREA = 0.16E ACRES 25.13' 'N 19.18' '00"W *II ,. HEST CO CO 1.4 FISHERS ISLAND N: 5627.59 �� IRON ROD��IRON ROD 19.18 Y � � I N v) (SET ) /(St7) WOVEN WIRE FENCE (MIN. 14 W: 625.06 S72.04 00"W ELECTRIC CORP. 2 CONCRETE 80.44' 1/2 GAUGE W/ MAX. 6" MESH�, riir( j.,� STEPS ' ---.- C SPACING) WITH FILTER CLOTH z I I �0 11 IRON PIPE\�11��II�1�� U LJN: 5620.00(FOUND) W: 476.00 36" MIN. FENCE POST - _ IIN77:28•00- ` ' o• IRON RODAv UNDISTURBEDN �!573.20 30"W 4J03, w (SET) LEAD PLUG \ FLOW--_ GROUND LOCATION MAP SCALE 1 "=400' 10.00' ' . (FOUND) \ /CONCRETE fENC- ---16_ /� / WALK W000 �'` X32.5 \/�\ 0,30" - ;______'. " \\ COMPACTED SOIL MI i 7 \ ' R o E -18� �I -N�32� EMBED FILTER CLOTH \�\�\ I- o_ -'" G , % LE D PLUG A MIN. OF 6" IN GROUND / :;,;,",, ,\,(1:11:f '�� PROVIDE A CONTINUOUS , /�UND) - X20\ UNE OF SILT FENCE. 4" �i s•Qr; sTF�i\MAINTAIN THROUGHOUT (7.0 `s. - CONSTRUCTION-ESTABLISH X22 I AS LIMITS OF GRACING AND SECTION VIEW a /--- --___i o .�"‘ LAWN \ o GROUND DISTURBANCE. ?. ::::+i,'i `,44-1° ,`'� ° - _ ° a PROVIDE DRY WELLS CONSTRUCTION SPECIFICATIONS ,1. <<,1Li ,, �y2 6'- -�24� (4). CONNECT ROOF �CEAD PLUG i �- LEADERS. ADJUST <,A4;� `, ti I (FOUND) / �• LOCATIONS AS NECESSARY v..* 0 _ -' TO AVOID ANY EXISTING 1. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRE I / REMOVE �2 \ / UTILITIES- SEE DETAIL TIES OR STAPLES, POSTS SHALL BE STEEL EITHER "T" OR "U" TYPE OR EXISTING ,...it s of HARDWOOD. / PATIO 76 / / MAP REFERENCES POLE EXISTING Inli 5' / / 2. FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH TIES #118 0 _ J i PROPOSED PORCH (TVP.) 4, PERGOLA - SPACED EVERY 24" AT TOP AND MID SECTION, FENCE SHALL BE WOVEN WIRE, r / (SEE PLANS BY ARCHITECT1.) PLAN MADE FOR FISHERS ISLAND FARMS, INC.; FISHERS ISLAND, N.Y.; SCALE w TO REMAIN 1 A / ) 6" MAXIMUM MESH OPENING. ( 1"=40 FT; CHANDLER & PALMER; NORWICH, CONN.; FEB. 1945/ Lli Q , //' XISTING i j 3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE J i "ESIDENCE L a / OVER-LAPPED BY SIX INCHES AND FOLDED, FILTER CLOTH SHALL BE EITHER 2.) PLAN OF PROPERTY TO BE CONVEYED BY THE REV. WILLIAM HILLIARD TO I j / 1 i / PROPOSED SECOND FLOOR ADDITION FILTER X, MIRAFI 100X, STABILNKA T140N, OR APPROVED EQUIVALENT. ROBERT C. 8c DONNA-MARIE SORENSON; MUNNATAWKET ROAD; FISHERS ISLAND, Y iii PAVEEJ DRIVE sii / / ABOVE GARAGE (SEE PLANS BY NEW YORK; SCALE: 1"=20 FT.; CHANDLER, PALMER & KING; NORWICH, CONN.; 42113 ""�'f"I�IllhII / / ARCHITECT) 4. PREFABRICATED UNITS SHALL BE GEOFAB, ENVIROFENCE, OR APPROVED FEB. 26, 1976 I- 26� PATIO I 4' j i EQUIVALENT. Q ='` ` �si'�° 3.) SURVEY MAP - ZABOHONSKI PROPERTY PREPARED FOR WALSH CONTRACTING z z a!� /If/,:,!•!.! I a l 5. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED WHENZ / CENTRAL AVE.,CRESCENT AVE, FOX AVE. & MUNNATAWKET RD. FISHERS ISLAND, 0 D / io BUILDING PROPOSED PATIO 2.7' i 1 JANICE OPALENSKI "BULGES' DEVELOP IN THE SILT FENCE. � W o SETBACK PLANS BY �� PROPO ' SINGLE FAMILY NEW YORK DATE: 06-28-2003 SCALE: 1"=30' SHEET 1 OF 1 PROJECT Q !! ^^ cv LINE (SEE `� SEGO ED #2003824 BY CME ASSOCIATES ENGINEERING AND LAND SURVEYING, PLLC. > V W / (11 P ) ARCHITECT) �J �OmQN FCO�R RESIDENCE- o -� w o •o' PROPOSED FENCED -EMOVE EXISTING I % MUNICIPAL WATER w Li I� PATIO o t ON SITE SEPTIC SYSTEM p a > SHOWER & 6p. o t .� - DRESSING AREA_ . n, t Q W �- w F- Z r LI 0 F w O / POLE / (SEE PLANS BY :`� \, V NOTES LI W o / POLE /\`_ f 0 0 z #117 OVERHEAD UTILITIES ARCHITECT) #173 C;;" , � 9", Q w / • 1.) THIS SURVEY WAS PREPARED FOR THE PARTIES AND PURPOSE INDICATED O w - TO ADJACENT PROPERTIES - 0/W - 0/W / HEREON. ANY EXTENSION OF THE USE BEYOND THE PURPOSED AGREED TO 0_ W • w - / SHED 2a� Zo co 2a� \ GREENHOUSEki f-,,,,,, BETWEEN THE CLIENT AND THE SURVEYOR EXCEEDS THE SCOPE OF THE 0- 0 LI Q U Q c/ /.. n \\ --- / li I \ 1 -\"4 / ••' ENGAGEMENT. J ,..� �°'' �� PRo OSED / ROOF LEADER 2.) IT IS A VIOLATION OF THE STATE EDUCATION LAW FOR ANY PERSON, UNLESS z Z cp _ •, � "RE c, DENCE ACTING UNDER THE DIRECTION OF A LICENSED LAND SURVEYOR, TO ALTER AN Q z �' " ////// ITEM IN /.NY WAY. c w LL. IRON �` W Q L 0 PIPE = 2.09± ACRES (� ' 3.) ONLY COPIES OF THIS SURVEY MARKED WITH THE LAND SURVEYOR'S ~ I Q AREAG _ s" PVC WYE SIGNATURE AND AN ORIGINAL EMBOSSED OR INK SEAL ARE THE PRODUCT OF U Z IR NO PIPE N 4)°----- IRON o / / OVERFLOW THE LAND SURVEYOR. _ (FOUND) N76.6";,-_0. l / � • - w IRON / / ' 0 89.53, PIPE `� POLE 5 t / TO LENGTHY MIN. 6" SOIL COVER 4.) COORDINATE DISTANCES ARE MEASURED FROM U.S. COAST AND GEODETIC m o (FOUND) f OVER DRYWELL SURVEY TRIANGULATION STATION "PROS" Q #180 / ° BLOCKS AND CATCH BASIN GRATE TO GRADE 0 / 1 ! - ) 5.) SITE IS IN 'HE TOWN OF SOUTHOLD, COUNTY OF SUFFOLK TAX MAP 1000, N: 5290.15 \ - FILTER FABRIC (NEENAH R-2525-F OR EQUAL POLE �ZI' W: 558.13 /� ---_ I \\\ rrr�1 - SECTION 006, LOCK 3, LOT 1 & SECTION 006, BLOCK 1 LOT 18. Q #116 JI \ ,� I + 6" PVC SDR 35 6.) SITE IS LOCATED IN R-80 ZONE. I 0/: / 90' BEND O 0 O 0 TO ADJACENT DRY WELL ,� O 0 O O / 0 DECK ' 6" SDR 35 PVC 7.) SITE IS SERVICED BY MUNICIPAL WATER AND ON SITE SEPTIC SYSTEM. > l ��_-- - ( 0SLOPE AS REQUIRED -= 0 © OO o0 _ lo m /°' ' = O o 0 © 0 - 8.) APPLICANT: RICHARD E. & AMANDA JT RIEGEL M +'ORCH / ' 1" STONE OR 0 0 0 o C/O BROOKE GIRTY DESIGN �O, V7 / SCREENED GRAVEL 261 GRASSEY HILL ROAD /�} 8, N/F 1' I s' 1' LYME, CT 06371 Z " 860-434-1401 J �- EDWARD F. ROSENTHAL 1, STORMWATER DRYWELL DETAIL _ 8' EE / ki ` 8'± HIGH ,C SINGLE FAMILY RESIDENCE NOT TO SCALE w HEDGE , MUNICIPAL WATER 1 Q 0 �'PSE I. ON SITE SEPTIC l / DRAINAGE CALCULATIONS i - SYSTEM IRON PIPE _ ROOF AND PORCH AREA = 3675 SF (FOUND) S76'0�' ., 8'± HIGH / w PcLE 0 REQUIRED = 3675 SFX 1.0 X 2/12 = 612.5 CF #115 'I. 0 E 8g Jr3, HEDGE 612.5 CF / 28.27 CF/VF = 21.7 VF l,I / " USE FOUR(4) 6'0 X 6' DEEP DRY WELLS. o rs' N: 5154.30 0, W: 591.96 / /I z / ick't M1MERESTONE C') / (FOUND) �) • Qa� I- Q UJ TJ Q 0 0 50' in m co 00 N I CO (0 S d � O O O CO 00 r V) N N POLE rn w cci m oN E I 0 IN o 0 #114 0 w O 0 0 / A 0 40' STEL BOX / z w Z o o 0 cn Q 0D w - Y (3C_ 0 LU IN I 0 J IN CO 0 0 0 U LU • DRILL HOLE S89'14'10V 214.19' MERESTONE I / LEGEND DATE: JULY 10, 2013 ., N/F NOW OR FORMERLY SCALE: 1 " = 40' N: 5025.00 QUALITY CONTROL CERTIFICATION o F O X AVENUE W: 600.00 SF SQUARE FEET PROJECT #2012846.1 GROUP R IEWED DTE I - \ / . ZX FIRE HYDRANT PROJECT MANAGER '� )( I i .- --- -"- - 24 -- EXISTING CONTOURS SURVEY 7 I i • 40' 20' 0 40' ENVIRONMENTAL l Pill HEDGE S I T E ET CIVILV07 GRAPHIC SCALE IN FEET 1 OF 1 STRUCTURAL ARCHITECTURAL \ I e wN..ww.erum Arnow PILE BATTERED I SN- E N 0 N U M GENT iZ4L S ^ � 6 litco 0 �a� SOUND •( u za) coc 03 ao 111111 REMAINS lH WI : r-1 .5., OF DOCK I • 00 PILE o .111t o 0 /'''' ir ,L). ,.,, ,-„ _.,. co 0 UUMW .r, o FISHERS ISLANDSOND FDX 1�%! E Y m CONCRETE AND I� �.1P11... U �, o = STONE JETTY 17)APPROXIMATE MEAN / �° II HIGH WATER - Iro, ! ..%.6 lit- c 0 ... n..41 SANDY BEACH �518'35'00"W 0 31'1. w c0 SURVEY CLOG,UNE ;--- • o j 160.02 o „"'N, `� N86'50'25"E f,'-,. U ii.. •� S64.O3'OO"W , IRON ROD de 4/I (SET) p_ :: c� AIN ) N/F CO o AREA = 0.161. ACRES 25.13' ♦ S55'18'00"W _ M M IO • IRON ROD IRON ROD 19'18' , AI �TyYY` k N r� FISHERS ISLAND N: 5627.59 N 4 (Ser) / 1111,11 �/ .w: s25.os 572'04 00"W -ELECTRIC CORP. 2 CONCRETE 80,44' ' ilr( i I��O ""RYSTEPS • '�, ,IRON PfP1 , 1111!) • A IU N: 5620.00 ;,r.i IIm.......4 { Ilii FOUND • �� • • • '`� w: 476.00 011/111111 ,� c,„ con) '';' S73'20'30"W li "'41 03.8 0 ow" • IRON ROD I.\ ----- LEAD PLUG \ LOCATION MAP SCALE 1 "=400' 10.00' p3 lser) (FOUND) \ 1 \ 1 4 C� /CONCRETE f,NC6 1� *---'-"16-"� �V WALK �� 'i:: P 2• E 12.5' � \ 0" 11 7 N N�3 0>j _---18 o 17-- *. \G % ^LEAD PLUG /_t (FOUND -"-'- - 2p- 0.004.( . / LAWN ^�2?\ ` I ,N(D o. --- - I ti'L / 4� `' EAD PLUG /". - I (FOUND) -i _-- /// ,� r/ /r MAP REFERENCES POLE #11a r r INC.; FISHERS ISLAND, N.Y.; SCALEct- > \ r__ - r / 1.) PLAN MADE FOR FISHERS ISLAND FARMS, o I I rr r 1"=40 FT; CHANDLER & PALMER; NORWICH, CONN.; FEB. 1945 Q r ' / 44./ STING 12'-8" r r / U / "ESIIDENCE I rr�lr 2.) PLAN OF PROPERTY TO BE CONVEYED BY THE REV. WILLIAM HILLIARD TO w 1 I J I I r oI / ROBERT C. & DONNA-MARIE SORENSON; MUNNATAWKET ROAD; FISHERS ISLAND, PAVE DRIVE Iiil t "1" r r / NEW LOCATED 0 - 2013 FNEW EB. YORK; RK19SCALE: 1"=20 FT.; CHANDLER, PALMER & KING; NORWICH, CONN.; I r r r � r Q 26� PATIO I 231 -k r Z $ / r 3.) SURVEY MAP - ZABOHONSKI PROPERTY PREPARED FOR WALSH CONTRACTING EEE- W Z t BUILDING 4. 1 ' I / CENTRAL' AVE.,CRESCENT AVE, FOX AVE. &-MUNNATAWKET RD. FISHERS ISLAND, Y o SETBACK �, l / JANICE OFA YKI NEW YORK DATE: 06-28-2003 SCALE: 1 30 SHEET 1 OF 1 PROJECT .. w 0_ / N LINE i SINGLE FAMILY #2003824 BY CME ASSOCIATES ENGINEERING AND LAND SURVEYING, PLLC. z Z ki O I• g I , RESIDENCE- W w z >- .o I ; MUNICIPAL WATER 5 > �p o ; `. - ON SITE SEPTIC SYSTEM z Lv z O SEPTIC ; U - K z o AREA Al / �\ NOTES Q U o POLE POLE 0 #117 o/w OVERHEAD UTILITIES #173 / / °PR -IES o/w / 1.) THIS SURVEY WAS PREPARED FOR THE PARTIES AND PURPOSE INDICATED p0 LU LL• i 5 TO ADJACENT PROPERTIES SHED 28 - °/w 0/w -_ HEREON. ANY EXTENSION OF THE USE BEYOND THE PURPOSED AGREED TO _J LL1w • QQ / 0 > - co 26,\ GREENHOUSE /. , BETWEEN THE CLIENT AND THE SURVEYOR EXCEEDS THE SCOPE OF THE t N \ - _/ `� `� / ` ENGAGEMENT. Z n- c,--,It t Q w \ 2.) IT IS A VIOLATION OF THE STATE EDUCATION LAW FOR ANY PERSON, UNLESS z rD _ ACTING UNDER THE DIRECTION OF A LICENSED LAND SURVEYOR, TO ALTER AN < z ITEM IN ANY WAY. L` t/ . IRON 0 PIPE AREA = 2.091. ACRES (c/ 3.) ONLY COPIES OF THIS SURVEY MARKED WITH THE LAND SURVEYOR'S I 0 N o- / SIGNATURE AND AN ORIGINAL EMBOSSED OR INK SEAL ARE THE PRODUCT OF U Z / IRON PIPE / THE LAND SURVEYOR. 0 (FOUND) s N76•n, Ct / o pO�V 89.53' IPOE Q POLE 4.) COORDINATE DISTANCES ARE MEASURED FROM U.S. COAST AND GEODETIC Q / / 0 (FOUND) #180 \ SURVEY TRIANGULATION STATION "PROS" O 5.) SITE IS IN THE TOWN OF SOUTHOLD, COUNTY OF SUFFOLK TAX MAP 1000, N: 5290.15 - SECTION 006, BLOCK 3, LOT 1 & SECTION 006, BLOCK 1 LOT 18. cnQ POLE 31 W: 558.13 -----_#116• 70 .3./`"-i( i I. , 6.) SITE IS LOCATED IN R-80 ZONE. c� o j SCI - 7 . „ �- / % p DECK r 7.) SITE IS SERVICED BY MUNICIPAL WATER AND ON SITE SEPTIC SYSTEM. m / r / ,1--- _ / / 8.) APPLICANT: RICHARD E. & AMANDA JT RIEGEL / /10 PORCH / C/O BROOKE GIRTY DESIGN $ /(1°111. ... 0 ! v� / 261 GRASSEY HILL ROAD � z �J8. Q• � LYME, CT 06371 0 N/F 860-434-1401 z w `�` EDWARD F. ROSENTHAL /� Z �� = 8't HIGH SINGLE FAMILY RESIDENCE _ o HEDGE MUNICIPAL WATER I '� / - ' SON ON SITE SEPTIC / -. I - 1 SYSTEM > IRON PIPE > i , W / Lu s76,75778't HIGH \ L . w POLE (FOUND) �I pp.F 89. HEDGE 0 o 1 / 0 1,3 o N: 5154.30 0, o I 6 •- W: 591.96 M oo/ z M s t(jjT/ C... .-----;..0„..(0::14,j,,,..,ox?,,,,,,, MERESTONE 1 1 I Q c, (FOUND) �� 1 i 0 I Q a� o ! 71- NI 0 NI cn Cn /*----------.50' (,) m € Ctlii i ;(f) / POLE rn W Cr f 0 6. 0 w 114 s O p J .0 P40' / C. 4• ;* ; : o o w = o .TE BOX I Com` ,;, �C, m m o o U v /1:11114 RILL hOLE S89'14'10"W 214.19' MERESTONE I / LEGEND < �►�#�� DATE: DEC. 16, 2013 SCALE: 1 "# 40' / N/F NOW OR FORMERLY ' g N: 5025.00 SF SQUARE FEET PROJECT #2=012846. 1 QUALITY CONTROL CERTIFICATION F 0 X AVENUE GROUP REIJIEWED DATE 1 \ / FIRE HYDRANT PROJECT MANAGER ) rI . It 1 -- -- -- -- / - -- EXISTING CONTOURS 1/� I \ 24 40' 20' 0GRA40' SHEET ENVIRONMENTAL ,�', `�( ` \ HEDGE PHI SCALE IN FEET i CIVIL tL .] STRUCTURAL ARCHITECTURAL \ r(''\/- E q' BATTERED S 0 PILE SILT FENCE ,. H z AR s M 0 / SL ap A N N N WOVEN WIRE FENCE (MIN. 14 J� b o • ' ' GAUGE W/ MAX. 6" MESH S � C7 c 01 c c SPACING) A9 . o U N b z oo ^'� o 10' MAX 36" MIN. LENGTH FENCE \ a •a" J F-) a o CENTER CENTER POSTS DRIVEN MIN. 16" :';;' :," i: W O r REMAINS � INTO GROUND pliVi �•�+ a„ acic\\ OF DOCK Q �14 rT� PILE • (TYP.) I., g `�' I"J-{ CO o ::, II • SOUND. 0 11 I - �- _ v � � v � CFISHERSISLANDHEIGHT OF FILTER 16" MIN. 'Zy .S' '� ru/%�/ice � pox .11110PIP v o = / STONE JETTYD /%/%/. ��/�/\ \//\// / • c� if/ iii o W APPROXIMATE MEAN / \/ /�/�/ :: ... 6 HIGH WATER - �� 6" MIN. Arii, W :>. ... ---------..16e: S18'35'00"W F� /6cil 0,H SANDY BEACH v 31'f z ^ «� SURV_LOS NG,UNE 70. ;. Zi inhl,... ..„, iso.o2 _ PERSPECTIVE VIEW � wON ROD 4111r‘111111.111111111111‘ N co ;sow• all ) S64'03'00"W (SET) 0o - 25.13' S55'18'00"W �"� ch ch N/F 'o o AREA - 0. 16f ACRES W IRON ROD 19.1$ ti FISHERS ISLAND N: 5627.59 w (SET) ....0, - ROD WOVEN WIRE FENCE (MIN. 14 W: 625.06 S72'04 00"W (SET) 1/2 GAUGE W/ MAX. 6 MESH---�� j� ELECTRIC CORP. 2 CONCRETE Z STEPS 80.44' ' • E SPACING) WITH FILTER CLOTH z �4AG� 4/ IRON PIPE N�r.-,11J �� • U N: • 5620.00 0 _�_�} iaI W: 476.0036" MIN. FENCE POSTNaiiIII �� (FOUND) /1400 UNDISTURBED"w • IRON ROD A LEAD PLUG LOCATION MAP SCALE 1 =400S73'20 30'W j p3, (SET) FLOW- GROUND 10.00' 1 --- (FOUND) \ /CONCRETE f NG --_16-- /� WALK \goo0 JA 1325 COMPACTED SOIL \\ ~ :)` '`':';•R"'�.^ M iii 7 '� -I3 Z0j --18-� \ 6" a 1.. N N EMBED FILTER CLOTH \/ EMBED co o �,. s.,t:)M;3. ::� �C:^ LEAD PLUG �2pPROVIDE A CONTINUOIUSA MIN. OF IN GROUND4 ::::::;\ `p, `:2 %-,';,`` <>G _� UNE OF SILT FENCE. CMAINTAIN THROUGHOUT (;. t 1. rc. --- CONSTRUCTION-ESTABLISH --____________- .22 . / AS LIMITS OF GRADING AND SECTION VIEW Lti< a o OF, LAWNo GROUND DISTURBANCE. ,. /,.^ o� iI CONSTRUCTION SPECIFICATIONS " ` ;3;, f fig / o' - ° a PROVIDE DRY WELLS �o. -- �24� (4). CONNECT ROOF T .. • ti� 7/ .....,• EAD PLUG /_----- (FOUND) LEADERS. ADJUST / (FOUND)- 0 LOCATIONS ASY NECESSARY 1. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRE _ -� �/ I TO AVOID ANY EXISTING TIES OR STAPLES, POSTS SHALL BE STEEL EITHER "T" OR "U" TYPE OR i / REMOVE X26 rn / UTILITIES- SEE DETAIL HARDWOOD, / priniEXISTING / / MAP REFERENCES POLE - /6 11 / / 2. FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH TIES EXISTING PATIO r 5' / / ( ) SPACED EVERY 24" AT TOP AND MID SECTION, FENCE SHALL BE WOVEN WIRE, w / PROPOSED PORCH TYP. 1.) PLAN MADE FOR FISHERS ISLAND FARMS, INC.; FISHERS ISLAND, N.Y.; SCALE kti #118 ° PERGOLA r-- / i (SEE PLANS BY W ARCHITECT) 6" MAXIMUM MESH OPENING. 1"=40 FT; CHANDLER & PALMER; NORWICH, CONN.; FEB. 1945 Q z TO REMAIN I I / / /. , o XISTING /i-,,,,/ 3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE w W U "ESIDENCE L 9 / 1 OVER-LAPPED BY SIX INCHES AND FOLDED, FILTER CLOTH SHALL BE EITHER 2.) PLAN OF PROPERTY TO BE CONVEYED BY THE REV. WILLIAM HILLIARD TO Y 2 // a; /PROPOSED SECOND FLOOR ADDITION FILTER X, MIRAFI 100X, STABILNKA T14ON, OR APPROVED EQUIVALENT. ROBERT C. & DONNA-MARIE SORENSON; MUNNATAWKET ROAD; FISHERS ISLAND, NEW YORK; SCALE: 1"=20 FT.; CHANDLER, PALMER & KING; NORWICH, CONN.; Q / MINIM ■'ll Iiii / ABOVE GARAGE (SEE PLANS BY FEB. 26, 1976 Q $ PAV, D'DRIVE ;; / ARCHITECT) 4. PREFABRICATED UNITS SHALL BE GEOFAB, ENVIROFENCE, OR APPROVED z :LATIO I 4' ► / EQUIVALENT. 3.) SURVEY MAP - ZABOHONSKI PROPERTY PREPARED FOR WALSH CONTRACTING -� z / < 26 CENTRAL AVE. CRESCENT AVE FOX AVE. & MUNNATAWKET RD. FISHERS ISLAND, �--� ��i�'�' � I � / 5. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED WHEN / I BUILDING PROPOSED PATIO � 2.7' ► I JANICE OPALENSKI "BULGES" DEVELOP IN THE SILT FENCE. NEW YORK DATE: 06-28-2003 SCALE: 1"=30' SHEET 1 OF 1 PROJECT 0 F-= " � L'-31 Y SETBACK �� PRPP' I SINGLE FAMILY #2003824 BY CME ASSOCIATES ENGINEERING AND LAND SURVEYING, PLLC. z w 1-1-1 O / LINE (SSEE PLANS BY-� SCSEO 7.) ARCHITECT) / ' pOOR MUN�CPAL WATER 0EMOTE EXISTING I „..,. �.�6 . PR(SEEP FENCED PATIO o ON SITE SEPTIC SYSTEP��SHOWER & 60• o � . - DRESSING AREA(SEE PLANS BY NOTESPOLE \ POLE#1t7 /w OVERHEAD UTILITIES ARCHITECT) #173 / 1.) THIS SURVEY WAS PREPARED FOR THE PARTIES AND PURPOSE INDICATED 0 LIJ / ix °PR o/w / HEREON. ANY EXTENSION OF THE USE BEYOND THE PURPOSED AGREED TO w Q U Q TO ADJACENT PROPERTIES 28' - o/W o/w / _ / SHED BETWEEN THE CLIENT AND THE SURVEYOR EXCEEDS THE SCOPE OF THE 0cn �p 2a� GREENHOUSE /' , ENGAGEMENT. I a �(� Q w �o �� : ."1 / \\ j Z Z ^ cD _ 2.) IT IS A VIOLATION OF THE STATE EDUCATION LAW FOR ANY PERSON, UNLESS g Q Z �" --- / \ PROPOSED / ROOF LEADER ACTING UNDER THE DIRECTION OF A LICENSED LAND SURVEYOR, TO ALTER AN CS w N PIPE RESIDENCE / Q L ITEM IN ANY WAY. w U , IRON / 3.) ONLY COPIES OF THIS SURVEY MARKED WITH THE LAND SURVEYOR'S (n = (-) PIPE AREA = 2.09E ACRES - kJ / U Z�� N OVERFLOW THE SIGNATURELANDSURVEYOR. RIGINAL EMBOSSED OR INK SEAL ARE THE PRODUCT OF _ IROOUND N76•p,Op" IRON l / - 6" PVC cur 4.) COORDINATE DISTANCES ARE MEASURED FROM U.S. COAST AND GEODETIC m Cr D MIN. 6" SOIL COVER „ > 03 / O W 89.53, (FOFED) ' POLE ` / TO LENGTH OVER DRYWELL BLOCKS AND CATCH SURVEY TRIANGULATION STATION PROS' 0 / 1 0 #180 BASIN GRATE TO GRADE O 0 f (NEENAH R-2525-F) OR EQUAL 5.) SITE IS IN THE TOWN OF SOUTHOLD, COUNTY OF SUFFOLK TAX MAP 1000, Q N: 5290.15 - \ FILTER FABRIC SECTION 006, BLOCK 3, LOT 1 & SECTION 006, BLOCK 1 LOT 18. 1 _ POLE W: 558.13 #116 Q ' 0-06§, TO ADJACDNT3DRY WELL 6.) SITE IS LOCATED IN R-80 ZONE. p �/ /, , __ 90' BEND OO O o0 _ / `Oo �V 0 © 0 © 0 _ :47 7.) SITE IS SERVICED BY MUNICIPAL WATER AND ON SITE SEPTIC SYSTEM. m tl1- / ---3 . 6" SDR 35 PVC °° _ 'u/ O DECK / SLOPE AS REQUIRED _ 0 CO OO OO 0 - / / " /� �� --1 / _ p © © 0 _ ° 8.) APPLICANT: RICHARD E. & AMANDA JT RIEGEL 143 _�, LCY/ M / C/O BROOKE GIRTY DESIGN :n PORCH 1" STONE OR o 0 © © 0 ° �_ 261 GRASSEY HILL ROAD cn o No- SCREENED GRAVEL / LYME, CT 06371 ° -:_ 8� N/F l 1' 1_-, , 6' I 1' _ 860-434-1401 0 J 2 EDWARD F. ROSENTHAL /� STORMWATER DRYWELL DETAIL 8' - - `� 3 8'± HIGH SINGLE FAMILY RESIDENCE NOT TO SCALE HEDGE MUNICIPAL WATER l �C l - IRON - ON SITE SEPTIC / l DRAINAGE CALCULATIONS PIPE > (/� SYSTEM ROOF AND PORCH AREA = 3675 SF w / POLE IRON OUND)� NI, S76.O1Op"E 8'± HIGH REQUIREDC / 28.27 CF/VF1 1.0 21.7/12 =VF 612.5 CF Q CC 0 / #115 89 53, HEDGEUSE FOUR(4) - 6'0 X 6' DEEP DRY WELLS. Ck- �I :�Y,-- o 0 o NW:: 5154.30591.96 N � M h / 1 "v1 0 / z Q C.) O / MERESTONE C') / Q (FOUND) I i I �� I-47-' (0 ° g) > • oftri:.;"�15 o co /..----' ^ u) 5p AU501 V - - CC � m DO CV CV m I 0 0 / 'CD O I �5 a+.^�� a�is u:I�� co oN L. I o U w N / fn I u O 0 r� Ori W+ U z Z w #1014 O O 0 in < U 00 w Z 0' 0 U Ir = 0 J 40' tl CO D O U U / ��° / Bldg Dept copy from ZBA oTEL BOX I / DATE: JULY 10, 2013 / LEGEND Final reviewR_y from Z is 21 4 19' MERESTONE ZBA File # DRILL MOLE 589.14'10"W 'J Date:/G/ /7 / 3 SCALE: 1 "#2=014208' = 40' C N/F NOW OR FORMERLY • / . PROJECT #2012846.1 • N: 5025.00 SF SQUARE FEET Le w F O X AVENUE W: 600.00 / QUALITY CONTROL CERTIFICATION \ FIRE HYDRANT GROUP REVIEWED ATE I - ` 1 -- __ __ \ / 24 -- EXISTING CONTOURS 40' 20' 0 40' SHEET PROJECT MANAGER (Q ��l 1 I ' SURVEY /� /, j' HEDGE GRAPHIC SCALE IN FEET ENVIRONMENTAL / 1 OF 1 CIVIL STRUCTURAL \ ARCHITECTURAL t61.25 FT +/- Iilli I 23.25 FT +/- • :1: yl. INDICATES APPROX. FIN.GRADE CORNER HOLDOWNS�y ' ' ,I:- - CENTER BASE PER FIRST FLOOR PLAN • USP HTT4 OR HTTS /SIZE PER MASONRY REQUIREMENTS MAXIMUM JOIST SPANS ' ' 5/8" HOT-DIP GALV BOLT iG/ 1, LIQUID LIQUID MEMBRANE ;: '•`• ^ 2 X 8 ® 6" OC 12'-I" TYPICAL INTERIOR FOUNDATION WALL: 13 FT APPROX ' WATERPROOFING HEARTH ABOVE COVER OVER FOOTING 12" POURED CONCRETE FOUNDATION WALL, / �- 2 X 10 s 16" OCA 15'-5" • KEYED TO AN 12"x32" MIN. POURED CONCRETE FOOTING MAINTAIN EXISTING r TYPICAL EXTERIOR FOUNDATION WALL: REINFORCED WITH FOUR (4) CONTINUOUS #4 BARS I ♦♦♦♦•♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ I 2 X 10 ® 12" OCA Il'-9" J`� FOOTING FOUNDATIONLL ♦♦♦�--------�� ♦ I BEAMS WILL BE FLUSH 8 POURED CONCRETE FOUNDATION WALL, KEYED TO AN 12"x24" MIN. POURED CONCRETE , .,, �, ... ., ... .- •., ,r.. , ,;:•••:,.:..• 9' 6" DRILL EXISTING e WA I ♦Q ♦�♦ I REINFORCED WITH FOUR (4) CONTINUOUS #4 BARS s CENTERED f GROUT tt5 REBAR 8" MIN 1" HOLD DOWN: I ♦� �♦ I � a:0..o, PROVIDE DAMPPROOFING 1. ; ';•; :.` IMBIED. VERTICALLY ( TYPICAL ) SIMPSON HDU 2-SDS 2.5 ♦. e ...a ,"o'' I- - - 1 �% CHIMNEY O I \ I ♦�i BASE ♦� I '! FOUNDATION WALL NOT TO SCALE I - TYPICAL EXTERIOR TYPICAL INTERIOR FOUNDATION WALL NOT TO SCALE f %%��.�.��.�.�.�.�.�.�.♦% HOLD DOWN: ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ 8" CMU SIMPSON HDU 2-SDS 2.5 L J L HEARTH ABOVE N I V CONC. SLAB WITH 6X 6-W2.9 AIL = I X W 2.9 FC = 4,000 PSI ON 2" MIRUSHED STONE ON VAPOR BARRIOR 6 - VERIFY WALL EXISTING PATIO •• CORNER STUD CONNECTED TO • • TRANSFER SHEAR I I EXISTING rj • 2-16d COMMON NAILS, 3" O.C. MIN. 10" • I GARAGELENGTH & MIN. 3 1/2" PROJECTION U- • 3 • 3 1/2" DIA STEEL COLUMN ON °D RE - BUILT 12" X 12" X I" STEEL PLATE •• • WELDED TO COLUMN ON 36" • USP-PHD5 OR APPROVED EQUAL I X 36" X 14" CONCRETE EXISTING • 1/4."x3 FOOTING WITH (3) 45 BARS \� • FASTEN W /(14) WOOD SCREWS w I .'; I�80X 16" FOOTING BOTH SIDE ON THE BOTTOM / JOIST ABV 2 X 10 9 16" OC 4'/4)-\''''' , ' I3 1/2" DIA STANDARD PIPE OF FOOTING I / ON 1 1/2" X 20" X I" STEEL PLATE ED TO FN08q< / �i I < NEW 8" CONCRETE ANCHORED ANDCHORABOLOS- MN f CRAWL I / Q I WALL r - - MIN. 7/8" ALL THREAD ROD MINIMUM I SP C 3 1/2" DIA STANDARD PIPE EMBEDMENTS-7", I SEE BASE PLATE PLAN I ON 1 I/2" X 20" X I" S i SEL MIN. END DISTANCE - 4 \S3#8" I �� PLATE WELDED TO COLUMN t E ANCHORED TO WALL (2) - COLUMN PER PLAN A �- A OPENING 1/2" DIA ANCHOR BOLTS SUBFLOOR �( �% I/2" GAP qI ELECTRICAL SEE BASE PLATE PLAN o \ e�AROUND EXPANSION JOINT I I BLOCK WALL �_ BASEMENT ENTRANCE - \ /I m up ( TYPICAL ) STEEL 3.5X11.5 PSL I I / o SADDLE i I I o z i - < TOP PLATE BY USP ~ x SELECTED FROM USP FIELD LOCATE Z ° X N NOTES: CATALOG TO SECT 3 1/2" SEE FIRST FL00�2 r - • i n ~ 111 > DRILL EXISTING FOUNDATION WALL `n - < rn 1. USE USP LUMBER FASTENERS H. APPROVED EQUAL. WIDE FOR STEEL COLUMN PLAN I �(2) 2 X 8 ACQ/ 1 I t GROUT 15 REBAR ® 8" MIN 1" OC gD x x I- 2. THIS SCHEDULE MEETS 110 M.PH. WIND LOAD CRITERIA. SHIM AS ALT "SIMPSON STRONG TIE" - L - IMBED. VERTICALLY ( TYPICAL ) �'' REQUIRED L - -� TYPICAL CORNER HOLDOWN INSTALLATION -COLUMN PER PLAN u��i m 12 FT \ m o 12.1 FT +/- CONTINUOUS DROP BEAM 4 - SPANS Q _ EXISTING 4 X 9 , A X - - - - _ _ EXISTING 4 X 12 (4) 13/4" X 11 1/8" to TYPICAL SILL PLATE TO FOUNDATION SLAB PER PLAN /PLATE PER PLAN n -'- - - -} - � - - - - - - -} - MICROLAM 1.9E o WOOD DROP BEAM WOOD DROP BEAM _ DH' CORNER HOLDOWN NOT TO SCALE 1m; CZ U U CRUSH a TYPICAL FLUSH o o yC _ - - x 0 EQUAL EQUAL EQUAL EQUAL z BLOCKING �, cs ; BEAM f JOIST z/- 6.3 FT +/- y 6.3 FT +/- '� 6.3 FT +/- 6.3 FT +/- `L • A 3 1/2" W 1" W 5 I/4" W I I I a CONNECTION - JOIST SET IN BETWEEN m 1° z -O ADDED BLOCK o - o I . I L BEAMS AND Z- ? U GROUTED I ~ - 1 /r - 1 r - 1 SUPPOIRTED WITH A x u r----1 r_AB - -- r----� _O X FOR ONE FOR TWO FOR 5 I/4" W LSL I 1 --,�-r-- -- - -- " I I METAL JOIST ~_ o - � GROUTEDADDED LOCK N U 1 I I I PURNAC�I X c., - 1 LSL II LSL y LSL I FOOTING PER PLAN I J (2) 2 X 8 ACQ L - J / L - HANGER AT EACH X> - _ _ A -1.-. +.-.- =A __L A 'r! w >L J o JOIST END wm m CS-:�.- - - -. -_ �:- 1-.-0 : ro + ri . . A 1 N o - L__B_ -r PINNED TO EXISTING I L� -J • SPACE a AWL oc:Io RUSEN ._ I_ NEW FOOTING __ • C 1� W Lui DETAIL A - A 2 e Z l Ic H �' A-la 0O z • z I ♦ BLOCKING-� A uo x �c '', EXISTING CHIMNEY FOOTING I ♦ 3 I/2" DIA STANDARD PIPE SLOPE DECKING �- r, \ x w L 3 1/2 DIA SS PIPE STANDARD COL w w X E- -'- - - CAP ttl CAP tt2 CAP 43 N 1/8" PER FOOT W > w o a . ON 1 1/2" X 20" X I" STEEL -o �> A ON NEW BLOCK WALL PLATE WELDED TO COLUMN t +- F- F„ ~ < EXISTING 4 X 12 ,,, a :1 ANCHORED TO WALL (2) - " x " x u F -_ -_ -_ _ _ _ _ _ _ _ - CONCRETE FOOTING 3 1/2" STEEL COL p . -. EXISTING 4 X 9 1/2" DIA ANCHOR BOLTS STEEL CAP TYPES 0 a a WOOD DROP BEAM �� 32" X 32" X 12" ON 12" X 12' X 3/4" THK - ae yj; - - -.- - ;_;-.- - -.- r, a n w o - BLOCK COLUMN REINFORCED WITH GALV STEEL PLATE = O WOOD DROP BEAM SELECT t SPECIFY w n- r - r- - \ ( TYPICAL ) n , 2" THICK RAT SLAB F'C = a a ,r il / 1 CRAWL U TYPICAL) BAR EACH WAY (1)WELDEDTO COLUMN o _ n OF 3 (4) 1/2" DIA 0 0 tO 0 U 1,500 PSI OVER 6-MIL-VAPOR (2) 2 X 8 ACQ O I -I I cJ P,4 C E 0ANCHOR BOLTS DECK FRAMING NOTE0 o X 'z 0 BARRIER ( TYPICAL AT ALL _1 / L - L - ( TYPICAL OF 3 ) CRAWL SPACES ) GENERAL NOTES. • ADDDECK ACQ TO ALLRS SHALL DECK MEMBERSE El-TREATED N o 6 F x okl CK x N a 0 z_o ,„ m MIDSPAN BLOCKING r, > F x THE ENGINEER WILL NOT HAVE CONTROL OR CHARGE OF AND 5 o X A-la X z N x t WILL NOT BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, ' m Z -� Q 1- o ux< A-la w " Q a. FULL �- `" - Q in TECHNIQUES, SEQUE-NCES AND PROGRAMS IN CONNECTION WITH THE WORK. Ix Q o o in EASEMENT z 0 I N a F- 2 X 8 ACQ LEDGER, zo I- w o • c:, < o LAGGED TO FOUNDATION �, X w 1. ALL CODES & REGULATIONS OF N.Y.S. BUILDING CODE SHALL GOVERN OVER I-� WITH 3/8" DIA LAG BOLTS \ w ALL CONSTRUCTION 8c INSTALLATION. r - r - STAGGERED AT 12" OC V Y w \ 2. ALL ELECTRICAL WORK SHALL CONFORM TO THE LATEST REVISION OF \ \ I __ _�_ �(2) 2 X 8 ACQ _ �;i z "' NATIONAL ELECTRICAL CODES AND ALL LOCAL LAWS, AND SHALL BE INSTALLED ��-t- � _ Q STAIR _ / L - „cur I 3/1" THK X 8 X 14 STEEL PLATE HEADER L •I I • BY A LCENSED & INSURED ELECTRICIAN. SLOPE DECKING I� SEE DETAIL ON I o WELDED TO COLUMN t ANCHORED SEE DETAIL ON 3. ALL PLUMBING WORK SHALL COMPLY WITH N.Y.S. BUILDING CODES AND SHALL 1101 >- ., E- I 0 I ��JJJ I STEET A 2 L TO FOUNDATION WALL W/ (2) 3/1" L - J DIA ANCHOR BOLTS STEET A-2 w co I/8" PER FOOT w BE INSTALLED BY A LICENSED 8c INSURED PLUMBER. I --c:)°<--j -' x /JOIST ABV 2 X 8 9 IL" OC_ SEE DETAIL ON `rl I - - ' - - 4. ENGINEER IS NOT ENGAGED FOR SUPERVISION IN ANY CAPACITY UNLESS I x # ••"•.*". STEET A 2 NEW STONE STEP ABOVE NOTED OTHERWISE. N � 'm- + 0IH 14 FT +/- ACQ TREATED tt2 SIP �_ �.. TYPICAL DECK ►� ♦ ♦ • "" . 5. CONTRACTR SHALL FAMILIARIZE HIMSELF WITH THE PROJECT AND CONSULT N Q N ��)�%� NI JOIST ABV 2 X 8 8 I6" OC I ' ��. �� ` J WITH THE ENGINEER WITH ANY DISCREPANCIES PRIOR TO STARTING ANY WORK. r'- 1 r - ''' `' - 10 J I 1 _ % n l w r i ACQ TREATED 112 SIP - i u o 1 0 1 I I I -ITV 6. ALL DIMENSIONING FOR WOOD FRAMED WALLS ARE TO THE BARE STUDSI I I ' 1 I Ulo L J L _ L t +-� UNLESS NOTED OTHERWISE. 7. DO NOT SCALE DRAWINGS. L XJ +%'� __,1 oI\ Lco L03 oIW �o xo o 14 FT +/ 8 ALL LUMBER & PLYWOOD MUST BE GRADE STAMPED. N �ti I x x oI° �� a 26.5 FT +/- xGo a xQ 9. FLOOR, CEILING, ROOF JOISTS, HEADERS 8c WALL STUDS TO BE DOUG. FIR #2 ;� ,� W /;n ;N NI- � l JOIST ABV 2Xe s 16" OC , -<w nom, �w WITH A MINIMUM FB==825 P.S.I. r - /r - .� r - 4nrn / ' m ® `m' ® ' -mjWI 10. WHERE HEADERS ARE NOT SPECIFICALLY CALLED OUT ON PLANS, WACQ TREATED tt2 SIP JOIST ABV 2 X 8 I6' OC JOIST ABV 2 X 8 16" OC CI I �/ ' I I I I l O lI r �- 1 ACQ TREATED tt2 SYPPROVIDE HEADERS OVER ALL WINDOW, DOOR,ARCHWAY ETC. -a • L- L= a - ' - -L' _ ACQ TREATED tt2 SYP m1OPENINGS AS PER THE "HEADER SCHEDULE". -1-/ (2) 2 x 8 ACQ (2) 2 x 8 ACQ J 0I 1 I 1 I �I 1 (2) 2xeACQ N. APR 18 2014 11. ALL HEADERS 6' OR LARGER MUST HAVE DOUBLE SUPPORT STUDS. / i 1- N. 10 I o �Io o ` °1 ‘, -2 12. ALL INTERIOR PARTITIONS TO BEAR ON DOUBLE FLOOR JOISTS. 1.8 ''� " 0 °D 0 w CO U BOTTOM OF PIER 3' MIN 13. ALL FLOOR OR CEILING JOISTS WHICH ATTACH TO FLUSH HEADERS, x< NIS xa oI� xQ BELOW GRADE I BEAMS, R OTHER MEMBERS ARE TO BE INSTALLED WITH JOIST HANGERS. NEW PORCH w rQ °w w �Q a"Cm• a 14. ALL SKYLIGHT OPENINGS ARE TO BE DOUBLE FRAMED WITH JOIST HANGERS. �w `..`i;, I� �Csi w �w oI� nw ��F NE�'Y ___ �-ap NIS �m m 01_ m , - 15. ALL FOOTINGS TO BEAR ON VIRGIN SOIL WITH ASSUMED SEARING CAPACITY , r , r , r II CO OPNNY / �� OF 2000 PSF. IF FIELD VERIFIED SOIL CONDITIONS VARY, ONTRACTOR IS __ __ dk __ __ d� (2) 2 X 10 �F (2) 2 X 10 Mr (2) 2 X 10 1 * \ 1 ' TO NOTIFY ENGINEER IMMEDIATELY BEFORE PROCEEDING WITH ANY MORE WORK. . - . - . - . - . 16. INSTALL HARDWIRED SMOKE DETECTORS IN ALL BEDROOMS & ONE ON EACH LI- -�- - - _L - L �- - - - - . -L _ �- r4;*taiT 1cr L.._ FLOOR LEVEL INCLUDING CELLARS INTERCONNECTED THROUGHOUT BUILDING. I I 9'-2", - 17. KITCHENS & BATHS TO HAVE EXHAUST FANS AS PER N.Y.S. BUILDING CODES. w 18. DOMESTIC HOT WATER PIPES WITHIN INSULATED WALL, JOIST, ETC. CAVITIES TO s r e ;y S' OA906:, 5 �� BE INSULATED. - A-la 1 ��,� �FESSIONP 19. EXTERIOR DOORS AND WINDOWS TO BE INSULATED GLASS. ANY DOOR OR WINDOW WITH GLASS LESS THIAN 18"� ABOVE FLOOR, TH GLASS IS TO BE TEMPERED. 1�,2� n RE ; 'CANS PREPARED B:1n:0e:1:108n-30_03 25.5 FT 29 FT c)1"' CME Associates Eng20. OPENINGS FOR EMERGENCY USE SHALL INCLUDE DOORS OR OPERABLE y c) Land ssoc In LLCPARTS OF WINDOWS LOCATED AS TO PROVIDE UNOBSTRUCTED EGRESS APPROXIMATE APPROXIMATE Y gTO LEGAL OPEN SPACES. SUCH OPENINGS SHALL NOT IMPEDE EGRESS INQualityControlCerti AN EMERGENCY & SHALL HAVE A MINMUM AREA OF 5.7 SQ. FT. WITH A O U N E A T I O N j_ A N MINIMUM HEIGHT OF 24 & A MIN. WIDTH OF 20" WITH BOTTOM OF OPENINGS NO HIGHER THAN 44" ABOVE FINISHED FLOOR IN ALL ABOVE GRADE STORIES. (FIRST FLOOR WINDOWS OPENING ONTO GRADE COULD BE 5.0 SQ.FT. MIN.) SCALE 1/-4" = 1'-0" ALL HBITABLE SPACES MUST MEET THESE REQUIREMENTS. FLAN 21.PROVIDE FIREBLOCKING IN ALL CONCEALED DRAFT OPENINGS (BOTH VERTICAL - CLIENT: TITLE REV® � I �t A T O N 1. f-'c I �1 10 - 14 - 13 DATE - 12 - 13 AND HORIZANTAL) AS PER NY STATE CODE. 22.INTERIOR FINISHES TO) BE SELECTED BY OWNER. The Riegel Residence BROOKE GIRTY DESIGN 10 - 22 - 13 SCALE 23. CARBON MONOXIDE ALARM SHALL BE INSTALLED IN BASEMENT AND AT EACH - 10 - 25 - 13 FLOOR WITHIN 15' OF THE PRIMARY ENTRANCE. Cresent venue 261 GRASSEY HILL RD, LYME, CT. 06371 (860) 434-1401 10 - 31 - 13 I/4" = I'-0" 03 - 26 - 14 STAGE - l ISLA ENGINEERING SERVICE CO. 0,4 - II - II CONSTRUCTION Fishers Island, NY PO BOX 1413, RONKONKOMA NY 11779 DRAWN BY: Phone; ( 631 ) 286-7448 Mobile; ( 516 ) 220-6200 Email: isla@optonllne.net DSN/B6 SHEET L OF 9 • 61.25 FT +/- / 44 FT +/- 23.25 FT +/- -J, 13 FT +/- - / HEADER SCHEDULE REPLACE GARAGE CENTER FIREPLACE IN FAMILY A-la4 ROOM. FIELD DETERMINE. ALL MATERIAL FOR WOOD FRAMING TO A-la ovo � 5'-‘" HAVE A MINIMUM fb OF 825 P.S.I. A Ila - • / 0" yy • • RAISED HEARTH NEW OVERHEAD DOOR o IAGEN cza NEW I NEW EQUAL EQUALEQUAL EQUAL SIGNNOMINAL LUMBER SIZE: SPANS: NEW WALL 5 1/2 j 9O16AMODELTURE C510RBASE Si mu DRESSINy OUTDOOR �� 36" /-- � \\____( SEE SPEC ) (3) 1.15 X 9 .5 LVL o SHOWER _A /� ,„ 1 STEP w STEP IA - i o .I oC (2) 2x6 UP TO 4 -0 - I�>• I \ 01 I ACTIVE Q I\ I I EDGE OF EXISTING WINDOW \ a _.\._ JOIST 9 IV OC 0 , I A / _ /36" `_ A r 2 2 x 8 4'-0" TO 6'-0" (2) 1.15 X 9.25 LVL �� WINDOW WELL --- LT, DBL7 I I,- ` SEE DETAILEND RTHS SHEET TIE ( ) REMOVEDv FLUSH HEARTH • {,� I SEE DETAIL CATHEDRAL CEILING _ (30.15 X125EADER 2 _ • _ / 2x10 ® 1oc / XISTINC� P,4TI0 ( ) 2x10 6 -O�� TO 8 -0�� (Z) Ll5 X 9.25 LYL /10M14.8 2468 �/ ' I NEW RAFTERS ABOVE / 2 X 10 ® I6" OC UNDER WALL ABOVE I NEW RAFTERS ABOVE w • CONTINUOUS HEADER OVER BASEMENT SUPPORT (2) EQUALLY SPACED 4" X 8" (2) 2 x 12 8 -0" TO 10'-0" < w MUD (3) 1.15 X 1.25 �- COLLAR TIES WAY D BETWEEN TOP OF WALL AND EXISTING a ao _ ROOM I" DEEP NOTCH CUT INTO I DOUBLE RAFTERS ( -� -T- DOUBLE RAFTERS UNDERSIDE OF RIDGE. SEE SHEET A-1 FOR MORE PERGOLA FOYER FRAMING INFORMATION roc TILE HEADER POCKET SLOPED WgLLCUPOLA\ `\\ j/.) PADDLE FAN ' SEE SHEET A-1 FOR MORE '� v zo w ADDITION WALL \ `y I POSTS SHALL BE 4x4 (NOMINAL) Q O ABOVE FLAT CEILING I` EAST t WEST�> . _ ./ STEEL BEAM INFORMATION W WITH TAPER / r y� l 2 X 10 RAFTERS 16' OC Ijco zp 5/8" TYPE "X" ROOF SYSTEM- I /2 X 10 RAFTERSs 16` OC /. �\ .\ / s. - . - . _ - . NEW ROOF ABOVEoz ELI GYPSUM BOARD J (2) 2X10 HEADER--� \ �(2) 2X10 HEADER _ _ _ _ _ ( WALLS ) I ( (� OPEN_ I .-.-.- \� -.-.- - - `� ll - _ .. + ��y a REPLACE DOUBLE RAFTERS I - - I DOUBLE RAFTERS • - - -••-••-••- - /-••-•• -••- -••®�.G/ •-••-••-••- -••y•. l -•. •�I•-•. .1. (� * NOTE: u_ �- M � EXIST EXIST EXIST II II II EXISTII ALL SIZES CALLED OUT ON ANY OF THE FOLLOWING - 0 PANTRY i - TURNED SUPPORTOil FAMILY ROOM II DRAWINGS WILL SUPERCEDE THIS SCHEDULE. b < 12'-4" > - STUDS EACH SIDE .� WOOD FLOOR 3 1/2 DIA STEEL COL II II II tr APPROX NEW WALL �_2 X 8 e IV OC �'h OF POCKET DOOR W STANDARD STEEL BEAM UNDER SECOND FLOOR WALL II E-NEW CONCRETE 2 X 4 12" OC ;I APPROXIMATE WALL _ _z - PIPE, 0.226" THICK 3 1/2 X 9 1/4 PSL 2.0Eil II 11 11 WALL ?6s L `'' SURFACE ABOVE UPPER CABINETS NEXT TO TRIM 41,000 .22WALL RATED FOR -a 2 X 10 ® 12" OC NEW FLUSH BEAM 46B (9 TILE 2 3 I/2 DIA STANDARD PIPE II II 11 NEW JOISTS ABOVE .......--'1• I I WOOD "9 36" HIGH COUNTER I' ( TYPICAL OF 3 ) TO FOUNDATION I 1I ALL "TRUSJOIST" BEAMS TO BE INSTALLED AS PER MANUFACTURER I W8-15 FY-50 KSI DST UDE NEW FLUSH BEAM tt6A• N RIDGE LOAD ABOVE A-lr INSTALLATION INSTRUCTION CANTILEVER JOIST _ - y /UJL2X2( FY-5OKSi II I. p . . . . -. - .e _ - . -�5/8" TYPE "X" 3 I/2 DIA STEEL COL�� I SHELVES SEE A I 3 I/Z DIA STEEL COL \TeA SEE A-I % ' �(ZAN) SILEX 9.25 LVL 1.9 E 1 II IIEXISTII GYPSUM BOARD SEE A-I l T �/ I I p I 1 pcxlr \11 - I I � 1 N. ( CEILING ) OC SD / DN KITCHEN 1 i�t RENOVATE 2 tu FULL I Q U IJ 3/4 HOUR DOOR �(2) 1.15 5 LVL DN„ \ o"- SEE 2ND FL NOTE it 14 'ENCH •ER -i GUEST WITH SELF CLOSER / i,_ I rw UP :r cn BATH #1 0 r+ NEW WALL 13068 1 1 � en> AMP00 TILE I . --- I I GROOSE N CK-- I IN (I) 1.15 X 9.25 LVL 1.9 E u^ - ' ISLAND = - 1 1 NEW C 5'-2" M ADDED I pi GLASS DOOR FIELD LOCATE ;1/4 ' az CLEAR TRIM ^ �� Q 13' 8" > 1- z ( 1 POWDER L it_ J APPROX az _ - 42" cc, POST-- 4" TRIM-----H7. o w cv (. w = = FOYER � op < Qi' - -( /N ROOM u2 NEW 4 FT VANITY WALL ABOVE U o z 1 u- I o I - _=--1 - WOOD FLOOR _ _ _i TILE r N V" ° r O - OPEN ABOVE • -1--� o CONTRACTOR NOTE w { a c.) I w SD _� , R I 1 I a 4 X 4 --I - B DO NOT CUT EXISTING 2 X 10 z a w CLEAR - FLUSH BEAM /FAN ' " JOIST. AS PER NYSBC THIS JOIST o n0 v 4 1/2„ �.� SOLID - v ( off', L IS GOOD FOR 16'-3" SPZAN OWITH O Ix • � ow o TRIM \ Cie CORNER - - "' ROD t SHELF F;4- > SPACING AT IZ" OC. IF EXISTING �+ x o I ALIGN _ � _ ALIGN _ n 17..Z.-'i4714/c. . S� N CLOS T I _ - SPIACED MORE THAN S2" OCRWE _ )\ G `v 4 FT + 4!FT Jr 4 FT + 9�, \.\...4/9- -!� I r+ _�_�(3) 2 X 6 HAVE TO ADD MORE JOIST TO BUILT-UP JOIST ABOVE y 'f I C S‘i-z"%,. . " 1 1m- MAKE THE FLOOR STRUCTURAL 4" TRIM----________ _ EQUAL EQUAL AB SOLID. 1.15 X 9.25 LVL SISTERED - _ _ _ p" \ / 1 �I- /1 e NEW DROP BEAM 43 3 1/2" DIA 2'-8"CASED1 "�z ON EXISTING 2 X 10 16" OC m (3) 13/4 X II I/4 1.9 MICRO LVL OPENING (2) 1.15 X 9.25 LVL �,Is � CONTRACTOR VERIFY STEEL COL I . I• w TOP FLANGE TOP FLANGE • /©1 I illo J. PLATTER CASED I � so(I-II u� 3068 JOIST SIZE /METAL HANGER HANGER I 0 1'-0" BOTTOM FROM FF e' 2 1/2"RO - I - - - - - - ARCH FULL o /NETAL " B NAILER NAILER- qg RA �u 0PENINGa - ABOVE TRIM _ CUT BACK EXISTINt7 w � 2 X 10 JOIST AND __ - - - - - SUPPORT WITH JOIST ►- Alla I • N b 3 I/2" DIA DETAIL B 5 FT OPENING �B /2 DIA SD FLUSH BEAM N y JOIST PER BEAM PER I o > POST STEEL COL I I 1 O HANGER SECURED TO y PLAN PLAN NEW + CLEAR 4 I/2" TRIM STEEL COL iT03 (3) 2 X 6 - _- - - <-NEW 2 FT 4 X 94 FT WIDE 3 1/2 DIA STANDARD PIPE • 4 (2) 1.15 X 9.25 LVL 1.9E A u �+ o -- '- I Q COVERED DEEP COUNTER oz HUNG ON BARN DOOR OR STEEL DC1OL TO FOUNDATION BEAM\ /NEW FLUSH BEAM ABOVE 2C£3 1/2 DIA STANDARD PIPE _::::: R y BEAM PER PLAN F x ( I CM E I••• HARDWARE d TRACK y_ /REPLACING SHORTER BEAM B TO FOUNDATION \SIMPSON HW810 ° I zPORCH w MOUNTED TO WALL NEW 6.5 FT (3) 13/4 X 9 I/2 _ J L __ LVL FLUSH BUIL UP HEADER r I CONTRACTOR _,/ _�. C') I r+ u1 DINING o-;w I AB B FLUSH M VERIFY FOR FIT "' B T # G WOOD (->2< i.,- > 1 STEEL HANGER: BEAM 41 I I ON I x ROOM '�, En III I USP THD 410 We x 18 Fy = 50 ksi ��4 X 4 POST IF DECK IS LESS• w WOOD FLOOR w Q I NEW 1�215T ABOVE NEW FLOOR JOIST A OVE (2) STEEL I POST ABOVE 1/2"Me DIA BOLT wr ,AB ALIGN WITH HEADER THAN 30" ABOVE x I (2) STEEL CONNECTED COLUMNSTO EACH THE GROUND Qx o NEW FLOOR JOIST ABOVE BEAM PER PLAN BEAM PER PLAN -??F*- _x m I e ` CONCEALED JOIST TIE: 3 3/4' X 1 I/2" 22" OC OTHER WITH STEEL PLATE ATTACHED TO BOTH 4" TRIM -71 M o 3 3/4' X 1 1/2" 22" OC •cn _ POST WITH TOP Cpi REAP I \ -, Q_x --QI I I I Si SIMPSON CJT35 y_ I I (3-71 rAT FLOOR LEVEL 13'-10' RELOCATE OPENING m 2,C•1 O9, z 2• I l < GUEST X > BEAN SADDLE DETAIL I' '� �„ Q , AB CASED x LIVING BEDROOM i x I I co ,� +-I Y I N x l r 4 X 4 POST cm I OPENING I Ln ROOM a__I °° POST ABOVE WOOD FLOOR POST CAP EPC44 ©.. F I r, CO 1 BY SIMPSON CtitTILEVER A-la LL MATCH EXISTING HEAD HEIGHT WOOD FLOOR PLAN _ / MATCH EXISTING HEAD HEIGHT -.,---- CONTRACTOR VERIFY REMOVE HALF WALL Q a i POST I SAND COLUMN I w w I CONTRACTOR VERIFY POST 4 X 4 PSL POST CAP PC44 I \ m OPEN JOIST CEILING , BY SIMPSON .4._,--STEEL BEAM 4 X 4 -�7 PER PLAN \ERIFY N NI CENTER UNDER AB<TYPICAL COLUMN POST 4 X 4 POST � 6 X 6 ACQ POST ® •_, u) DOOR ABOVE A (I) - 1/2" DIA ANCHOR BOLT --TOP PLATEC'0) R.O. REQ LI- SEE � ,� ALIGN WITH HEADER L 3 X 3 X 1/4 STEEL ANGLE 3/4" THK X 8" X 10" SEE DETAIL ILit w ( SEE DETAIL I POST ABOVE SILL PLATE .i ® (2) 1/2" DIA ANCHOR BOLT STEEL COLUMN . , . (4) - I/2" DIA STND BOLT i, T t G7 !• -• --I _ 3 1/2" DIA w w , 3 1/2" DIA �, STEEL COL p N STEEL COL �' L- =!i - . - . - . - . - . EQUAL RETURNS EQUAL RETURNS r+ .i' -- i Q PER PLAN I OPEN 10.5 FT APPROX4 X 4 - - SILL PLATE . - . - . - . - . - . - . _ - - - - . - . - . '+• /BOTTOM PLATE 4 X 4 POST4 X 4 9' 0" VERIFY R.O. REQ 1 o !G 3/4" THK X 8" X 14" DECKING SLOPE POST BEAM-HEADER 44 `L STONE STEP C (2) 13/4 X 9 1/4 1.9 E MICRO LVL BEAM-HEADER 42 ,� �FOUNDATIOIN 1 WELDED TO COLUMN AND 14 FT +/- A (2) 13/4 X II 1/8 1.9 E MICRO LVL A LANDING PER CODE FOUNDATION WALL ANCHORED TO FOUNDATION WALL / _ 3 1/2 X 9 I/2 PSL --_-- fel 5 FT MIN CANTILEVER WALL WITH (2) - 3/4" DIA ANCHOR BOLTS 5 FT MIN CANTILEVER " ,- 2. -. 11- J 3 I/2 X 9 1/2 PSL o SEE DETAIL BEAM "B" Zr, • I 4 X 4 _ 1 _ 1 CUSTOM 5 FT UNIT CUSTOM CUSTOM` I I 4 X 4 I,��! - SEE DETAIL SEAM "B" RISER HEIGHT CANTILEVER BEAM "B" DETAIL CL- HI CL-H2 CONNECTION DETAIL F- Z OVERHANG"- BEAM 9 1 - -• (I) l X 9.1/2 OR(2) 3.1/2 X 9 1/2 • - '-•`� I '- MIN 1 8" MAX---- o WOVEN JOINT Y NEW (I) 1 X 9 I/2 OR EXISTING 2.0 E PSL BETWEEN CANTILEVERS EXISTING BEAM "A" X 1 14 FT_ z, �7 (2) 3 1/2 X 9 1/2 WINDOW BEAM '•A" WINDOW (I) 1 X 9 1/2 OR 'r p O REN PORCH L -• 2.0 E PSL BETWEEN WELL BELOW 4 X 4 POST SEE DETAIL WELL BELOW (2) 3 1/2 X 9 I/2 o -F- CANTILEVERS TO SUPPORT HEADER 2.0E PSL BETWEE SPACED WOOD \ CANTILEVERS U _ 26.5 FT +/_ > LVL HEADER ABV. ABOVE 1 NEW SQUARE NEW oa_ PER PLAN POST COVERED Ell °- ~ F.,4----END KE C55CTOR LEGEND AND ABBREVIATIONS A.S.F ABOVE SUB-FLOOR BENCH N `� L 0 17 B.P. BEAM POCKET F- OR �w o CLG. CEILING SCREENED PORCH nw C.B. CONCRETE BLOCK 1- IF DECK IS LESS L 3 X 3 X 3/8 ti :... INDICATES NEW FOUNDATION WALL EXIST. EXISTING >w THAN 30" ABOVE ANCHORED TO CONC WALL . .... IF DECK IS LESS T 8 G WOOD mw THE GROUND\ t BOLTED THRU POST WITH FL. FLUSH THAN 30" ABOVE OPEN RAIL 32" HIGH\ a� y TYPICAL COLUMN POST 1/2" DIA BOLTS H---.--.......--- FLR. FLOOR \ \�w ^ OPEN RAIL 32" HIGH 6 X 6 ACQ POST SADDLE TO PROVIDEOBEARINGCOTHE GROUND ❑ (2) 2 X 10 y ❑- (2) 2 X 10 00 _ Y IJ INDICATES NEW WALL FL. FOUNDATION PROVIDE STEEL CONNECTOR / ^ ®1 '- FTNG. FOOTING AND RESIST UPLIFT -\-- \ �V�I (2) 2 X 10 I` CONCRETE WALL //// /////2� INDICATES PATCHED OPENING GALV. GALVANIZED PROVIDE STEEL CONNECTOR HEADER HDR HEADER SADDLE TO PROVIDE BEARING HEADER POST DETAIL AND RESIST UPLIFT L.V.L. LAMINATED VENEER LUMBER RIDGE PER PLAN y STONE SET ANY DECK EDGE 30" OR MORE • IN GRASS DENOTES RELOCATED OR OPNG. OPENING �i z ABOVE FINISH GRADE REQUIRES REMOVED WALL /ITEM P.C. POUR CONCRETE / ��' ` a- • A 36" HIGH RAIL PER CODE RAFTER PER PLAN 0f NEW Y REFERENCE; PLANS PREPARED BY P.S.L. PARALLEL STRAND LUMBER �''-. P.T. PRESSURE TREATED LUMBER IRIDGE PER PLAN 3 NY / �• CME Associates Engineering & 0 DENOTES POST R.O. ROUGH OPENING 4 X 4 POST 4X24 P(0ST A-la,`' �APOPNtr S�9�� Land Surveying LLC g THRU BOLT PROVIDE STEEL CONNECTOR OF . e_.4---------SADDLE TO PROVIDE BEARING DENOTES POSTED LOAD FROM T/ TOP , ��, Quality Control Certification 10-30-03 .4 ® q VIF VERIFY N FIELD / AND RESIST UPLIFT , ABOVE irk (2) - 4 X 8 COLLAR BEAMS I ' T F O O R 1 t 1 RAPTER ONE EACH SIDE OF RAFTER �� . 2 BATT OR FIBERGLASS INSULATION „idSCALE I/�f" = I'-O" `Fa x',67,- ��0 • ••,•�•��`• END COLLAR TIE A9NP� A'..` `att.�a:s.ro�.:......:.:.:a�: INDICATES RIGID INSULATION SECTION CLIENT: TITLE RE0FESS10•'.: DATE END COLLAR TIE DETAIL FIRST- o ® FL � Io - 14 - 13 Oa - 12 - 13 SD SMOKE DETECTOR - HARD WIRED The Riegel Residence BROOKE GIRTY DESIGN 10 - 25 - 13 SCALE: /� 261 GRASSEY HILL RD, LYME, CT, 06371 (860) 434-1401 10 - 31 - 13 1/4" I -O _ 2 0C CARBON DIOXIDE: DETECTOR - HARD WIRED Cresent Avenue 03 _ 26-- 11 STAGE *I ISLA ENGINEERING SERVICE CO. 04 II 14 CONSTRUCTION Fishers Island, N Y PO BOX 1413, RONKONKOMA NY 11779 DRAWN BY: Phone: ( 631 ) 286-7448 Mobile; ( 516 ) 220-6200 Email: Isla@optonllne.net DSN/BC: SHEET 2 of 9 \ A L \ G SCH =3ULE ( wPcv TA3LE 3. 1 ) Ala I * THIS SCHEDULE MEETS THE CRITERIA FOR A THREE SECOND MATCH EXISTING WIND GUST SPEED OF 120 M.P.H. BELOW GE A-la BELOW NUMBER OF NAIL SPACING APPROXIMATE JOINT DESCRIPTION COMMON NAILS A-la - -APPROXIMATE — — — — — —, ROOF FRAMI\G I MEDICINE FLASH t SEAL ) /AT ADDITION WALL CHIMNEY Rafter to Top Plate (Toe-Naided) 3-8d Per Rafter @12",or @16" I v m — raga Plate (Toe-Nailed) 3-8d Per Joist @12",or @16 oN CLEAR ( I — 1L �� I - r----, ___, Ceiling Joist to Top > I R D t SHELF TRIM Each Lapwa ! CLEAR III O o II I --' 1 Ceiling Joist to Parallel Rafter (Face-Nailed) 3-8d m TRIM II 0 I wl Ceiling Joist Laps Over Partitions (Face-NailedH0.8333x;) 3-8d Each Lap mw I I I 3 FT VANITY w Collar Tie to Rafter (Face-Naiiled) see tab. 3.4* Per Tie 5�' 1 W I11-&-1I I �I I �� 1 4 X 4 POST BELOW WALK-IN I �I I �1 Blockingto Roof Rafter (Toe-Nailed) 2-8d Each End x �-1 N x c� Each End F� I CLOSET = ! B H I IIT W in Rim Board to Rafter (End Nailed) 2-16d _-1 I �' - ! 1 III Z _ I I I NEW ROOF m\~ I 1N SHAMPOO 4-LT/FAN 4 X 4 1 B 1 -nc 11 Ir I C 2 X 10 e 16" OC I> `=' B n. .? NICHE FIELD LOCATE POST O I NEW ROOF WALL FRAMING w o I NEAR SHOWER o o Io 4 X 4 w ' S /u I WOOD 2 X 10 ® 16" OC — —.—.—. Top Plate to Top Plate (Face-Nailed) 2-16d \sl Per Foot < I POST > M I LEVEL C] II \ 1 Top Plates at Intersections (Face-Nailed) 4-16d Joints - Each Side = I °• m BEDROOM 45 / I FLOOR n 0 o I -14 SLOPED WALL a 6 FT O '_ = I I I EAST ( WEST 1 Stud to Stud (Face-Nailed) 2-16d 24" o.c. WOOD FLOOR UNIT 1 -1 ® z oI Header to Header (Face-Nailed) 16d 16" o.c. Along Edges , w -� �• `�' w I1 I I < NEW ROOF > Top or Bottom Plat to Stud (End-Nailed) 2-16d Per 2x4 Stud �QI 'EGuESS 7 C\ /).//. ) r N I z tr' co II OPE' OHO 3-16d Per 2x6 Stud a- I I W I e" - 6 FT_ w Au "F LEVEL WOOD SURFACE DECK !- L 1 L1 4-16d Per 2x8 Stud r,�-w UNIT -I.EXTERIOR RIDIGE N J I I I X.c- IL-- - - - -- - s - - -- L Bottom Plate to Floor Joist, Bandjoist, 2-166 ' �"'I A El, I / I I - - _ 4 FT X 4 FT - Endjoist or Blocking (Face-Nailed) \st,2 Per Foot oa o 1 o I // •\N I 4 X 4 ( uB \ SLOPED ROOFING FLOOR - I CUPOLA �, _a 1 muj N LI-LI I / I I (PADDLE FANI I I POST 48" 1 p _ Q. EXISTING a_-o �i TflIaRJE_LLS w 1 A-lr 3I/2 DIA STANDARD PIPE TRELLIS — WOOD = II LEVEL (-1 CASEMENT z `' CASEMENT TO FOUNDATION I O FLOOR FRAMING _,o �_ I � I I I I I •sHlo�, R FLOOR m 1 \ / BELOW an cm loN �� 4 X 4 CATHEDRAL 1 — — — • — — — — — — — —\.,, — Joist to SiII,Top Plate or Girder (Toe-Nailed) 4-8d Per Joist F_a ( Buy POST I CEILING I 1 —� 14 RIDGE —'— — — — — — — — — — — — — —'— — — —'— — — —1 Bridging to Joist (Toe-Nailed) 2-8d Each End -ob I 1 1 O , •?, POST BELOW — (Toe-Nailed) I I SD 1 CURB B`1 '` I I I 7 Blockingto Joist Toe-Nailed 2-8d Each End l 1 Blocking to Sill or Top Plate (Toe-Nailed) 3-16d Each Block n'o� I L J I U. Leder Stripto Beam (Face-Mailed) 3-16d Each Joist rzo I (2) EQUALLY SPACED 4' X 8' --\T I'I HALL. I 2668 r 1i=1 WAE)XISTING ��HELF EXISTING WALL BELOW- 1- 1 a N w 1 COLLAR TIES I/2 WAY I 1 N E W H A L.L. AROUND Joist on Ledger to Beam (Toe-Nailed) 3-8d Per Joist woo BETWEEN TOP OF WALL AND OC I I - I _ o a UNDERSIDE OF RIDGE. UP ER POST 13 R e 1 3/4" +/- Band Joist toJoist (End Nailed) 3-16d Per Joist AWN I - _` I I 2868 MATCH WINDOW e0 S�SHELF 9 I/2" NOSING TO Band Joist to Sill or Top Plate (Toe-nailed) 2-16d \St Per Foot 0wo1 I HEAD HEIGHTS 1 I I i i _ _ _ LAUNDRY •-_ C NOSING 2 FT WIDE WINDOW SEAT CLEAR TRIM SHELVES I WHGLE I HANGING I t SITTING AREA ROOF SHEATHING �I _ ?�`� CLOSETI . IREOLOCATErD ROD FIELD LOCATIONSVERIFY WALL - �. .-.. .- -.-.-.-.- z I STAIR AREA- - I Structural Panels FLOOR JOIST BELOW 1 I I SD III w z I -. - r - / TO , BELOW ----____>, X 10 12' OC u, _ -I I o - OPEN ' SD EXISTING WALL 1 Interior Zone Location, rafter 12-16 o.c. 8d 6 o.c. Edge/12 o.c. FieldI� zi o " " I I I I I z NjL. - -�- BELOW __STAIR RAILING rafter 19.2-24 O.C. 8d 6"o.c. Edge/ 6 O.C. Field GUEST ST <II I SHELVES 3 FT oo 34" TO 36" HT SHAMPOO 4' Perimeter Zone Location, rafter 12-19.2o.c. 8d 6"o.c. Edge/ 6"o.c. Field I I I BEDROOM tt.4 _' OPENING GUARD RAIL - FN - — ABOVE NOSING, „ „ EQUAL II (4) 2 X 4 NOT LESS THAN 4'4 - RAIL WIDE i 1 (3) 2 X 4 POST rafter 24 o.c. 8d 4 o.c. Edge/ 4 o.c. Field WALL — — — POST FOR 36" IN HEIGHT I— , �� g �� 2 I I ! I - Fri PULL DOWN STAIR 2868 RIDGE BEAM ,., ,., I RICHARD'S Gable Endwall Rake or Rake Truss w/ 8d 4 o.c. Edge/ 4 o.c. Field A-la I y I III ab"b I ABOVE EXISTING o J� BATH 2 Lookout Block41110 1 _.,.. Gable Endwall Rake or Rake Truss w/o 8d _ — — ti _ � L� / 6"o.c. Edge/ 6"o.c. Field NEW ROOF I L_I. N��KE Q ir II NEW SURFACE BEAM IN ATTIC ABOVE EXISTING JOIST g I OVER PORCH I 4 I NEW FLUSH BEAM tt� IN ATTIC 4 FT VANITY i (3) 13/4 X 9 1/2 I.9E Overhang Diagonal Board Sheathing il �' EXISTING G i (3) 13/4 X 9 I/2 1.9E MICROLAM LVL o MICROLAM LVL ----� 2 X 6 RIDGE BATH rr o� r> >r I H 1 mill C-A�2XXS61NG (2)RDGE �'4 POST ABOVE �� - i� 1 x6 or 1 "x8" 2-8d Per Support �-�� O A - 2468 LT/FAN A 11 CENTER UNDER RIDGE I A'cb 2 I POST ABOVE SD C ; MI6 NEW (4) 2 X 6 1 "x10" or Wider 3-8d Per Su* sort 1 I CABINETIIN6-63 BENCH ii SHELVES 3.5 FT j A - -�� RIDGEABOVPOST OPENING CLOSET �� 3 I/2 DIA STANDARD PIPE CEILING SHEATHING I 1 in - r (2) STEEL COLUMNS RICHARD'S I (3) 2 X 4 POST GUEST E S T 8,4 T H �{ I z CLOSET •NEWFT SHOW FT - / \ O�HEECWITH STEEL PLATE BEDROOM 1 2I F SHEAR ALL--7' N AT FLOOR LEVEL Gypsum Wallboard 5d Coolers 7 o.c. Edoe 10 o.c. Field I I I � '', <3,-- " Po•o I \ I sD 4 x 4 I- /1- ROD t SHELF FRAMING SECURED WITH / \ - POST In WALL SHEATHING I VERIFY ESXISTING I U NICHE 8D RING 1" OIC /��/ Q \ N - 1 4 X 4 POST I WINDOW HEADER Structural Panels or Panel sidingpc I ��o PADDLE FAN w C I Jp 1 2868 -� �. ABOVE I I (2) - 13/4 X 9 1/2 LVL Interior Zone Location, stud 12-24 o.c. 8d 6"o.c Edge/12 o.c. Field �� I `� LI Wa 1,,c34<<'9-/. low > o �� j •\ ) . •\ / RIDGE \� 4' Perimeter Zone Location, stud 12-16 o.c. 8d 6"o.c Edge/12"o.c. Field I I I LT/FAN > . MBR BATH ry�b%i I d Q� 9I < " 0o �r` e � . / SUPPORTINTERIOR 2 X f0 RIDGE " " • W =x '< u <',N POST •/ STUD 1 "- I CENTERED IN ROOM stud 24 o.c. 8d 6"o.c Edge/ 6 o.c. Field I I a / LT/FAN til °C r 1,i \ '4( / \ POCKET I I VERIFY Fiberboard Panels I I I41 , , I W on / W _ roW Q F\ �-• MATCH EXISTING CONTINUOUS HEADER 1 o I !il ° EXISTING I I z�I 6d \s3 3 o.c. Edge/6" o.c. Field n) 1.75 x 13 LVL 7/16" I I L .— — u / O SHELF \ oc'I u (2) EQUALLY SPACED 4' X 8" 25 32" 8d \s3 3"o.c. Edge/6" o.c. Field Q MASTER W 1- ABOVE--_____ I all ill-1u- \/AL1GN- �;,� COLLAR TIES I/2 WAY CATHEDRAL CEILING POST UNDERSIDE OF RIDGE. „ W � \ \ m l 4X4 BETWEEN TOP OF WALL AND Gypsum Wallboard 5d Coolers 7o.c. Edge/10o.c. Fieldb / BEDROOMS .° Q \ WIC 4068Hardboard 8d 6 Edge/12 Field1 v�b CLAWFOOT TUB \ �IATCH EXISTING HEAD HEIGHT 33" x 60" I N `n � WITH TRI CONTRACTOR VERIFY Particleboard Panels 8d (As Per Manufacturer) I - - - - -_._ MATCH EXISTING HEAD HEIGHT Diagonal Board Sheathing I I I CONTRACTOR VERIFY Q GENITOR HALLi!—� — ► — \— — _ I I ( li EGRESS [ 1 "x6" or 1 "x8" 2-8d Per Support EQ EQ �� MATCH EXISTING HEAD HEIGHT \ CUSTOM CUSTOM - - - - - - - - - - - - - � I EGRESS CONTACTOR VERIFY I ` - - -u 1 "X1 0" or Wider 3-8d Per SU Ort MATCH EXISTING I I CURB CURB EGRESS SET EAST AS POSSIBLE TO FLOOR SHEATHING CENTER OVER I ih, I 1 — t-- i I DOOR BELOW I L — - -_ 11 , _ _ _J Structural Panels I—_ i ----- AllkGUARDRAIL; 36" MIN WITH „ „ - - � OPENINGS NOT TO ALLOW 1 " or less 8d 6 o.c Edge/12 o.c. Field OPEN PORCH BELOW L.f- -.-.-.-.-. - —.—. — — — — — — — — — — — — — - I A-lr ENAGE OOT" DIA SPHERE greater than 1 " 10d 6"o.c Edge/6"o.c. Field 3 Diagonal Board Sheathingill 1 "x6" or 1 "x8" 2-8d Per Support m 1 "x10" or Wider 3-8d Per SupportLI zii NEW BALCONY 0 0 LEVEL WOOD DECK ON TAPERED SLEEPERS ON 1 Nailing requirements are based on wall sheathing nailed 6 inches on—center at panel edge. o EDPM ROOFING SYSTEM If wall sheathing is nailed 3" on—center at the panel edge to obtain higher shear capacities, o nailing requirements for structural members shall be doubled, or alternate connectors, such , as shear plates, shall be used to maintain the load path. _ V 2When wall sheathing is continuous over connected members, the tabulated number of nails — shall be permitted to be reduced to 1 -16d nail per foot. 3 3 Corrosion resistant 11 gauge roofing nails and 16 gauge staples are permitted, check A-la Residential Code of New York State for additional requirements. w PENCE; PLANS PREPARED BY O D L. ^ 0 I 1 I CME Associates Engineering & �.•/ 4— I �l :is:71::::::14N0:44E,Niv, 9' \` Land Surveying LLCSCALE I/4f" = I'_O" ' �� Quality Control Certification 10-30-03 ‘i, * .-, - 7\ 2 F4, O.II, 35 (i ' Ai, ,,1. \' 56\ 'aP CLIENT. TITLE SECOND FLOOR FLAN , 10 - I.4 - 13 DATE 08 - 12 - 13 The Riegel Residence BROOKE GIRTY DESIGN 10 - 22 - 13 SCALE 10 - 25 - 13 1/1" = I'-O" C r e se n t Avenue 261 GRASSEY HILL RD, LYME, CT. 06371 (860) 434-1401 10 - 31 - 13 _ 3 O3 - 26 - 1,1 STAGE Y ISLA ENGINEERING SERVICE CO. 04 - II - 14 CONSTRUCTION *' Fishers Island, I V I PO BOX 1413, RONKONKOMA NY 11779 DRAWN BY: Phone: ( 631 ) 286-7448 Mobile; ( 516 ) 220-6200 Email; Isla@optonline.net DSN/BCS SHEET 3 Of 9 USP-LTW12 CONNECTORS STUD ---�"� 4 TOTAL (12)-10d NAILS HALF OF THE FASTENERS (1) USP NAILS 0 STRAP A-la �\ ON EACH END OF STRAP (12) 8d NAILS TOTAL I USP-LSTA24 CONNECTOR A-la \ imli \ TOTAL (16)-10d FASTENERS TO STUDS. EVENLY SPACED COLLAR TIES V A SPANNING BETWEEN ROOF RAFTERS. ADD RAFTER IF �\ �it : — NECESSARY FOR EVEN COLLAR TIE SPACING. SEE SECTION AND aim USP-LTW12 CONNECTORS SECOND FLOOR PLAN. IL \ TOTAL (12)-10d NAILS G � I HALF OF THE FASTENERS I CHIMNEY ON EACH END OF STRAP rl �1 ,--- IN V 1 O. '" H 4104I. .•••••-'4%-----.. .-0 ! H01104 4 m V--- ri II o \4 X 4 POST BELOW CANTILEVER STRAPPING DETAIL TYPICAL FIRST/SECOND FLOOR o i TYPICAL RAFTER STRAPPING NOT TO TYPICAL RAFTER—CEILING JOIST NOT TO SCALE NOT TO SCALE CONNECTION NOT TO SCALE I X11_ NEW ROOF I SCALE NEW ROOF C 2 X 10 0 16" OC I> Lu / \ "' E 2xl0916" oc _ ^ (1) USP-LSTA24 STRAP I- —=-_ – / \� AT EACH RAFTER. \ / DOUBLE RAFTERS 7 - Iaz I SLOPEDLE RAFTERS I / (I \ I' I I I II SLOPAST ! WEST WALL (16) 10d NAILS TOTAL \ / I /2 X 10 RAFTERSB 16' OC I I I I I ii /2 X 10 RAFTERS® IL" OC I / \ 2X STUDS, SEE PLANS FLUSH RIDGE BEAh� \ / I (2) 2X10 HEADER-->I I — — I I ',r--- / I�� (2) 2X10 HEADER ' I / \ o0 I I (3) I.15 X 11.815 \ _ DOUBLE RAFTERS (l- — — — ( DOUBLE RAFTERS I \ \\ / I _= r\ °° °o USP-LSTA9 STRAP AT EACH STUD. I CATHEDRAL w 4 FT X 4 FT °° FASTEN W/ (8)-10d NAILS EACH COIL I o A CEILING BELOW I o c,, CUPOLA TYPICAL RIDGE STRAP NOT °° 00irc STRAP SHALL LAP UNDER SILL PLATE & I X TO SCALE 00 o° MIN. 4" ABOVE SILL ON OTHER SIDE OF m I z n WALL STUDS (NOT SHOWN FOR CLARITY I I 00 /PURPOSES) O ADDION ROOF °° °° 1 pp I I i o° °° °° 2X PLATE, SEE PLANS w \ \ p rY� °° / < I I 3 1/2' °° / — (MIN.) p° 0 r. LV_H — — —\ — __ — NEW ROOF tu -� �_ 5�" DIA. ANCHOR BOLTS ® 36" O.C. AND WITHIN 8" FROM I CRICKET m I I END OF EACH PLATE SECTION. I I oz O BOLT SHALL EXTEND 7" INTO CONCRETE FOUNDATION w oz 2x P.T. SILL PLATE II0D � X I I ALUMINUM TERMITE SHIELDII.- N -v — FOUNDATION I I I EXISTING ROOF tow PORCH RAFTERS > I I CONTRACTOR TO VERIFY NOTE: 2 X 8 ® 16" OC R00� CONSTRUCTION AND ALL METAL HANGERS, CLIPS, NAILS, BOLTS SCREWS, ETC. �I 11 ITS SUPPORT--_ IN DIRECT CONTACT WITH PRESSURE TREATED LUMBER TO BE dak._ TRIPLE DIPPED GALVANIZED MEMBERS APPROVED BY A-la ' MAUNFACTURERE TO RESIST CORROSION FROM PRESSURE TREATED LUMBER 1 < (3) 2 X 12 DROP RIDGE BEAM J NOTES: TYPICAL SILL INSTALLATION i NEW o Q 1. USE USP LUMBER FASTENERS OR APPROVED EQUAL. 2. THIS SCHEDULE MEETS 110 M.P.H. WIND LOAD CRITERIA. NOT TO SCALE PORCH ROOF BELOW / ,t, RIDGE POST BELOW / BELOW I TYPICAL SILL CONNECTION NOT TO SCALE III I A / \ Al ' \ o / I I A / \ A II \ / o / \ o I!`I � 3 � I I / — � o / 0 <\ o az > 1 _o� I ; \ fn WII z X \ / rY m w X z l I'� CO I ° m \ § X CATHEDRAL ,�,� 1 F N m / a Z \ m I E w CEILING BELOW ore I I a ( \ 11 1 rl• 1 / +� I oc / EXISTING R ^ETERS BELOW �Q, EXISTING RAFTERS BELOW \ CI • t 1- a LU Li j • ) 2X8 ® 16" OC o 2X816" OC \ I \ En HEADER •° •• \iLI ) \,L1 ) --.:: - - — / a.w w I - - — _ — — — — \J 11 USP RS250 COILED STRAP OR APPROVED o • • EQUAL FROM STUD TO HEADER MIN. 24" I w 14 FT LONG AT ALL HEADER LOCATIONS FASTEN I L az < W/ (16) 8d NAILS r — L - - - - - 1 A-lr r TOP PLATES 2x STUDS SEE PLANS FOR ; SIZE HEADER PER PLANS SEE PLANS EXTERIOR VIEW ��^r------ USP MP4F CONNECTOR, 16" O.C. FASTEN W/ (12) 8d, 11/2" LG. NAILS FUTURE BALCONY BELOW ./ .. Ie• a•c USP RS250 COILED STRAP OR APPROVED MIN. (2) 2x4 AT FRAMED OPENINGS EQUAL FROM STUD TO HEADER MIN. 24" LONG AT ALL HEADER LOCATIONS FASTEN SHEATHING PER PLANS W/ (16) 8d NAILS RIM JOIST USP RS250 COILED STRAP OR APPROVED EQUAL FROM SILL TO •. TOP PLATE - - O O _ I of New REFERENCE; PLANS PREPARED BY HOLDDOWN CONNECTORS - REFER TO "TYPICAL SCALE 1/4" = I'-O" �• �'p�\ CME Associates Engineering & CORNER HOLDDOWN DETAIL" 4,_ N4 % Land Surveying LLC Ar NOTES: * OP �\ Qualify Control Certification 10-30-03 1. USE USP LUMBER FASTENERS OR APPROVED EQUAL. * �� ' cis 2. THIS SCHEDULE MEETS 110 M.PH. WIND LOAD CRITERIA. ma SILL PLATE - REFER TO TYPICAL SILL CONNECTIONS" DETAIL I` _ W TYPICAL EXTE � I0 � E AME3 F = 5 �� POURED CONCRETE WALL /a„7,,, �. � E 551 DATE CLIENT, TITLE N 10 - 14 - 13 08 - 12 - 13 0 P E \ i \ G FA S TE \ E SCHEDULE \ , The Riegel Residence BROOKE GIRTY DESIGN 10 - 22 - 13 SCALE 10 25 13 I/�{" = 1'-0" ` TYPICAL GARAGE WALL Cresent Avenue 261 GRASSEY HILL RD, LYME, CT. 06371 (860) 434-1401 10 - 31 - 13 / RETURNS FASTENER SCHEDULE NOT To SCALE 03 - 26 - II STAGE *I y ISLA ENGINEERING SERVICE CO. 04 - II - II CONSTRUCTION Fishers Island, N I PO BOX 1413, RONKONKOMA NY 11779 DRAWN BY: Phone: ( 631 ) 286-7448 Mobile; ( 516 ) 220-6200 Email: Isla@optonllne.net . DSN/BG SI-IET 4 OF 9 -KEY STONE 1 1 Ji ADDITION PROVIDE ROOF FRAMING OVER ADDITION SECOND FLOOR. CROWN MOULDING A EXISTING ROOF TO REMAIN 12 �ii�i■.. I5 NEW SECOND FLOOR BALCONY SHOWN NEW ROOF - SPECIFY MATERIALS OR n■N■1n11■�BI L�� PROVIDE GUARDRAIL IN FRONT OF DOOR MATCH EXISTING CRICKET ■ . I1. - -.)',-11 IT_ SEE DOOR ON RIGHT 1 :R00F ROOF INTERSECTION -a/1111111111 ■1 ;P �� __ � L_ __I _.w 11 ql■ 1■� N■■■n �� `V/ 1■■1111•11■1■■1ntn�h._ - EQUAL .../§111111•11111111111111111111111111111111, ��1■n■alRu■ _Aa1NN11 tui GUARD RAIL - ....4iiiiiiid �_ ■■ ■■■ �Ii �—�►_ a NOT LESS THAN ..nlii,.i■p■nw■■■11■■n■i �i ► NENE ■1■1■■un 1111 EMS 1 111111.5011.111MMIll, IN■■u■■ie _ 3G° IN HEIGHT - - 1■I■m1n■pI■�n�■■u■.■-iui■I IIMO III1M Gi 1 1 ■ 1■■I i IIIMMMU11�i �� - _ Plivi ,� `,,-,41�,'+ _— ,:--I 4'444r-r.-':4 .;__- - —L— ii1j, fallMIII 1 r4 r„'-P-r't'-?:1 ,+'r +'r'? , 1 ■■1 ■1 ■1 / ripm■11■■1 I / ■ na 1■■n.'' __ li / \ 111 +t +w, 44+5'4-444 ■ 1 1 IIItu L_J!/� - E Q- / \ iq 1111 r ■1■/ jr1++ ' 'I` I d.IJ, .-_ ori Nim l��-- OC r *4,14"T'+'v11 '+','+'T'.1 - - CENTER - I : \ � ,4+44441- i- 444 1 4 DECORATIVE GUARDRAIL < 4 ',i 4'''FL','+4�1�,', 4 4,444'r-'`r' u, 4--1-r'-r-'4LL 'i i_^_Li-ice i1_i_-�. -:,: -:�. •~ ! !i_ii iII. i.i 4�,�+v,+r �f , F +,',' ■ or410 III& Iri 1. 0 ■ ■ ■ ' L ''W ■■ ■■ ( NO LANDING / DECK ) Q�: : .i' . .. 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I: '' 'i- ' J :T ': '�� ____., „ . . ., , I•,�.�-I�;��, n'h-6'1,4Yr I-414L4W-7'�i,',Y1.41r?r4-r1i,4n',', •i-r ' ', !I :' : ';: _ __ _ __ _ ;! ;; ,.,, ' , ,, ii ii ., ;,, :. iii ;-,.444;4 rr, r.h. ;"r• r ,: ! r.1 vo AO III AO AO Ai�`7 u a 1-1 , „� , ,� � 'I ■ 44:44: :+�'�-+4,++� ,+�'� - - - -- r ►ii ,,, ;i', r -- —1.� - - - 1 Al -- - -- -- : ' : '';': ;: :: : : : ;I :: I'.: .': : '':;': :'' ,: ; : : ';'� '::I ;'^:'" ?:4,4:44: ---�"�� - 1- -- /\ --- - 1 ,` SECOND FLOOR N NEW PORCH : . .• : . ;-J ,' :I ,. : -,.r-- - ROOF --_ - - HISTORIC SILL IIIM IP- 4-�a-','-'r.1+� r`14 u 4,' _-.--.-- -- ___-- - I' 1 f/- f III II'r,'rSTi,i-'rr',',rL1++'r44�4-'h44f,4`h�+-i ri44 ii'fi+.'-'r4 - -..- n - ® i a -1 Le ', +?-r!,'�`r+�'i,4'�,-'N,5',i'T':4'4',`ir'�',' _ __- ~_ ...^^” - MATCH EXISTING■ Y-54,1-54114'+' r k' + ti'�'1 / / L JC .:_ / N : ! 1 : ,t��'-r','-'��i�i'+'.-?,"r';'�,i'-,'tY+�":1�i h'T't'ri f�i:t'4�4'r4- „ , :_-' ! r ',',', ,'_i.'�,.,._I,J.-''...,:_�.'_ _ _ O l,U IIDETAIL ,!iiii '+',..,'rf-1-L'T�i rF 4��7r 1-I','�r'�+�i-'r-�'-'rl-i'r�h4,F'�'�'��-++'��i-'�-r i;', I ;: ._ r- _,_.._.�- ___- �� ! - _ _ _ _ I -_ __ _ _ -___ .. - ,:.i:.; -r n:lr / / \ XISTING PERGOLA I :;!II: 4444 h.. 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LL 'rtl, r,: 1� 5„<',LL + +r5f1~h+14'+� EW UNIT h fir 4h tt - -' �1� ANEW UNIT4ti , 61dIF .L1 IRST FLOOR I l N /� I I I I I I - I I I II I I I I II I I I z I I I I I I I I I I I I I I I I I I I I I I I �-FOUNDATION BEYOND I I I I FOUNDATION BEYOND��I I I I I I I I I I l I I I I I I rI I �ctl rI I � r_=� r_-1 r� - `7 r1-� E11 ryiL--J L__J I ► I I I I Milliinimplili C \TYPICAING DEPTH / \ 1. 1, �— -?l�1- / \ N W DE= CK I ._L I / I 1'-f it i� : -; / t� 1____— — 1 1 Y. 1n N O i� T �---� T f O - — - -- _I,,LL► _ ii SCALE 1/4 = 1'-0” !1 Fr I Tirr I �1 I / -77 I -�� 1 1- `- 1 — — I 4 l ■�i ■ f11■IWM.- - -- 1 -- z / ■nl�iwi .■m \ - _ _g_1111111.11111111111011 12 =r� 'Ii11�IW ,,� ' . 1 IMO I L ' Iq■1■1 ■■1■I .d■■1■ 1■■■■N■■Hn■■■■1■NI■�11. ql■11■ ■■■■11 I&■11I■■■1�■Ig11■■ ti \ I MATCH EXISTING ( II �� I�n��■ r1 rlti' .■ ■ r 1 am ■■Ili / :I`r!;;t' 'r 1--I�r;r-r. 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ELI :II I ■■111111 ■Ilttn ■ • NEW SECOND FLOOR BALCONY I w ;i ;, I j � 1■NN�■1■■�■■ MIL 1 ■■■�■�_I 1 tl I : sin 3 FT WALL\� BLOCK TO RECEIVE RAFTERS ( NOT SHOWN ) 14-1441--24-4411-114-41�'�' ■n■■■n■■■■I : . ■1■ I nn n71 IN .F._..:11_,,,, -1 :_r' Ir ■i 'Iii■ii iiiiil ri�nli■ ilINIMI■■�■i■■li ■il■t■.•IIIIN I�ii■gii��■■ �' I STRAP CONNECTION \I� \� Nt it �. RENOVATED '' r 1;;L; 111 ■■•mu nlann_. Irmo ammuum1■■■1� 1� 11•I■■N■■1■■muitu �; 1 1 1 < PARAP OND > ROOF SHINGLES. TYP. INSULATION ,ir •Ii r;`� ■ 11•ID�1■■■NL........1. .�.. �...�111■■I IN■n1■ I■■ 1• nN■ I ■ .� 1�� .�...� 1 1 -1Y-`7,TTTITI---""r:''' ww ■111■11 ■IN■111,■'N,■.■■I 1■ ■ ■' �M■ ■� j■■1 ■ ■ AWMI �wl■�TIpaI■llEriliN INn■■1■ ',I' l ` HURRICANE ANCHOR AT ■ ■ ■, ■ ■ NI '_ _`ti; ;:i 112 ■ I �H�I■ilk n■■ 1-111.,■■i,.■ I wpm 11■HN�� ■■■11��■■1■■■■11��■■ ■ n 1'r I \ STOP 2 X 6 RAFTER -----,... .4,.... � EACH RAFTER i is tElmw■...EME I .■ I ■ ■1 ■IV ii■■i�P u imPRIBRIP IAtIi■EmMIi ti �a� ■� 141witmigErg .. ' r 7 LEVEL FLOOR - - �� ■�1�1�. p1��■ d �_��----- --r _ - - J- - \ SECOND FLOOR 'y1111210P-4,11/ \ �' � --� . . SHEATHING TO TOP ■1 t■■■a■nl t L� I r, /� -1\ Ito.� OF PLATE �"1�■1■1 I■■ ■ ■ ■■N■ 1 1 • ,1■■gNl ir� 1 4 J,r I ! ,1r, %�ii1CROWN AT INTERIOR . I'I --� I •,:r. ,,• �1� �1��1 1 1 1�■ �1�■un�un� ■ NII1 -L I ■ ■n_h_ —�Cp• c- a_ ', T.$.D. r�® � ■ ■=1�1�11 ' i'�tt ,� N II ►.� CROWN: LL. tt313. OR SIMILAR PROFILE p ��I ) :•. 1..„,i(ri„.....,!, / SIZE, ON I X TRIM BOARD ■ 1■ I 1■■ ■ 1 ■■ t t (2) 2 X 6 HEADER WITH \ -1011 ;! ;'f,�l� \5 I/'f" m �I. ■■ ■ 11■ It■■■11� tl■■■■p■■H ■■11 ■ ■a1 N 11 - I,,, ■1 ■al 1 pi" a■■■la■ N q■■I 11■al■■■ ■■■Nq II I I mum r �1 tNIEW COLUMNS �� ■■ ( a� FUTURE 2 X PLATE ABOVE 1`+ cvBROSCO WMIO 8019 BED MOULD ! ' 'i- ��NEW SHOWER t DRESSING ROOM - ! / 1 1■1■1■I ■1■■ql■■1■nln■■ ■ 1 N■■111 ■ I yr',), 11!! 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L___J _ I - - = MAIN ROOF RAFTERS wow MATCH CEILING PLANKING �� \ SCALE 1/4" I'-O" ,��OF NE 11.NEW DECK $ PORCHES ( �•�P PNNY �S ��9'� � �1 DOUBLE RAFTER Cl.Ii�OL�4 S3=CT101�1 1`h-�`1.4 F1 , METAL CLIP SCALE I/2" = I'-O" n a� p� t `PLYWOOD SHEATHING FROM BOTTOM r i .,,,,,,4 •,, L , 2 OF HEADER TO SUB SILL CENTER O 066735 4' PERMISSIBLE TO CUT A PLYWOOD AROUND RAFTERS 9°FESS101 CUPOLA WALL SECTION SCALE I" = I'-0" CLIENT: TITLE L. X A T 1 O N S REVISIONS DATE: O8 - 12 - 13 10 - 14 - 13 The Riegel Residence BROOKE DIRTY DESIGN 10 - 22 - 13 SCALE 10 - 2S - 13 261 GRASSEY HILL RD, LYME, CT, 06371 (860) 434-1401 Cresent Avenue _ . 10 - 31 - 13 STAGEA_ 5 ISLA ENGINEERING SERVICE CO. 03 - 26 - 14CONSTRUCTION Fishers Island, NY PO BOX 1413, RONKONKOMA NY 11779 04 - 11 - I'f DRAWN BY: Phone: ( 631 ) 286-7448 Mobile; ( 516 ) 220-6200 Email: Isla@optonllne,net D S N/B G SI ET 5 OF 9 1 2" VENT-c THRU ROOF 1 1/2" VENT j SHOWER -r I C ADDITION > da--'' 1 1/2" VENT-- T2" VENT TOILET 1 SINK ----\. /--- . 1 A r ( ROOF CRICKET 1 l J I i 1 1/2"- I ROOF INTERSECTION \ \ 2 3 _ \ T EQUAL EQUAL MATCH EXISTING CLEAR WALL TRIM 2" CEDAR SIDING SEE PLAN EQUALS,EQUAL, SEEAPR LAN LL TRIM NEW BATH ON SECOND FLOOR ,__._ __ __. �� i�. - - v - r 4,4 r"'4144 4,u:r`, 44:44'-,4, 4`x 4'4- '� �:4, 4r'+:' 4 444' 4 r 4'+.'1,'-r' +rr '4 N 4 r"r 14 —■ +44'44-',r} h•T' -1-rr: -_._ �mos■1■■1�1��■-�■Ir n■nn■■■1■■1 , INf■■-1■ifi:lf�l p r4 4'4-:r 44+4'4' '-4'r r 41-11--11-'11,'4,r +r-Y1,1,1-4,14'1, r 4414'1 +„4 r,','r'44 r- -,'+4. 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I _�_ — —M aMii C.O. EXISTING 4' r�-�4' + 4'+: 11,+'4',h' + f I■■ .I u• I .■LNI ■111■NNINI■N ■1■111■■■■1■■1■111■�N■■1.11■■ ��.1��1 r r.'r' i JI h+, 4 4'11' i 4 \ 11 f � �. ■ N Nwl■■ fiii�■ffigi1liffin II■1■.i■i�1■1■.■■■■■■■a. 1.1� ■�■1■■ .I —� TO EXISTING - EXIS I G + }' x 11 µ4 +�.4"4: 4,4, 4 x 'r: r 1 ti' -4 \ _Ii.; Tj _t- �'�i■1a1 ■�11 .illii iV1 1■1il n1i■In1In'n■n■n1■11■n■I■1■In■■1■■■■1■N■■1■11■YII■11■114 mum PERGOLA + '+ „ -4471 1 4-4 ~+- 4+:-1-'1,11-'1-4--4 4 T 14 �'4'444 41 r,rt, r r lli,44 4 4-444'4 \II� ' / \ 11AI 1■' -�.nan■� 1■1■■N■uia■ i�i��I1NI11■111 1 11■■1 APPROVED SANITARY + _ / III — = I =I I j1 -'-r :+ - - -- 444-4',-.4-:14 4+tir +4-4,I-4+4,-,4 ,Lh 4 4.1--4-4 ■• ■.■1 1 1 3 f 444 + ++ 4 wT a 41 �r L ■ISYSTEM I r:4r+4Y, t4 \ / / \ g I:iIII1Hj N■Y,14:` +1 , 4 44'4.4-1 411 4-4 ' 4 -4x„4 �_ 1 r lIEU. ■ 'IREUILDGARAGE ++44,4,44 444'444 4 +4'r,rf' -,`•r 4 14 14 41 44`, /11 ■jArripm : I I,1■■■ 11'444' .4,444'44444:4 4414'444 4-44.41'4' �h4-44:44:'-',4:+4-,4 f'411 44'„4444 144 -4444,4',4+ ill \ / 1'-':'r r- +,'r_4,i:4 4 4 444444 4,'4'7:4-:n4'-_ '7'+'HIT l-4+'n'41T:44144 4 4i 4-44 r 4,'4 '44 4 4,4 4'x'4'4,+ J- N11 \ _ ._ 1■■11 1 i. r14� 4,4-14r,x 4,4++r, 411:4 rr 44-:444 444:4 4- 4 ,x�4--1 i'+�4144 / \ 1 L� h I / -44'4:7 4-:+4 4 4'1-4-,11-4 111-1-1.7-r`Yr4-4 4'r 4 LL 4 441 44 44 4 4.4.4 4,++ 4 4,4 4'1`4+r 4 4 / • 1■. _=h- __- _______4 __ Fol" ...SiI - � - II . III I � ■1I.,. , +14,441 4,4++' 447{4444-1-47 ,4+F4T444r-rr1-1'44+ -4441 I 1 I ■JINNI'. 4'-h-++i�r 4-11-1-444 4--4�4-4441-4411- �. PLUMBING RISER DIAGRAM 44 +'+ 7147ERIMINII 4'+, �:4:+, ,4 r + +,: / 111111:._417_11 111 ■I I �r4 T,- x44,-r:+'„',i'T.4:'+',7'4,4':+rr'4:,'4':,4 ,i,'r,4,4'-i+-44 44'44'4':r'-:4','�r,'r`:+',+' r,4'rr'�+4r,4-44:4 MI■ EACH _ �I 1 I \ l'--- 1 1 ! ! 1 I 1111 I 1 I 1 1111.■1 �4 v4 hl r,' µ, �r+'r, �,ri 444'1414,4 +'h:�u:4' 44-414,4:4,, Y, 4:' 'm' ! - I A ' r _ 1MN.■ ■1■11■■I !1444 t4 ,444414 -'144 444' 444��4.1-441 -44 444'+','4414 '4,': ',r X 44 '1414 / 1■■ n. STOIC n.I11Nn ■NII■1■ 4 ,f �' r 4 'r 4 FIRST FLOOR r'4J: 4m.4-:44, 44 r „ r444444 i'111-11?-11-.r,4. r 44 4441144-'r1x4r'T4441+4Lj-;_4 4i 1 4rrT'r-'.1,+ MATC XISTING ��'�` T��aA_ STING L �II.i�l 1 i -- , --- • - __________ ---- --' ft___ ._ '�"',a - --=r -- --- --- EXISTING - - -- - -: 1 1 1 1 1 1 F 1 1 1 �� 1 Tidm. _ -_- •••••-•-•=1,......,,...... .,••••••:-w , I I „ 1i■i 1 1 I ! 1 1 I I■111'. y rm _� _�� T=� l Ci ,, ii 1 1111■■C C_� 1` Cs' 1 1 1 1 1 1 _ r i ----__-t-- - -,- �� __ 18” HIGH HEARTH SHOWER DRESSING I& I NEW FOUNDATION I SG U I I--I = .1-- \/ Tf ON I J SCALE I/4" = 1'-0" RAFTER (22) 10d) USP-LSTA30STRAP NAILS TOTAL EACHAT / / < ADDITION j\\N ALL ARCHITECTURAL AND ROOF SHINGLES TORRECEIVEE E (6) FASTENERS , � PER SHINGLE 12 _': _1 T 12 = fi=��i�1�i=il�ii�iiil�tj. •TtrITTi; _. 14 1 INnnnwl■1 .�i AT CATHEDRAL- CEILINGS PROVIDE SHEATHING TO RUN TO NEW 2ND FLOOR ADDITION �■�ilm■111■■ _■ 11I1�■11,1■■Iw,',1a�NI,�.'„`� \ TOP PLATE & BE FASTENED .ri ��NNIIIr� 'll�■,�1■NI1NO USB RAFTER SUPPORT CONNECTORS y ;- �■1N11 •■1 1144 `V■1 Iii W 6d DEFORMED SHANK ..A1■..n■n■�ii■�i ��i■I11�i1�- �\ �,,---:-114: 4444-1 --- ;:-,._1�,_..,-'4�-,fT,--,-:r•r,-,«:_,_rr.,,,�:,4.-�4'.- ,„ r, , , ,,, ,,,, 4444 , , ,,, 4444 • ., ,. AT EACH RAFTER/ �' ■ ■ 1■■► N■■ .I CHIMNEY BE OND p�� :: '::' x_:_: _:',':' ':::! -;::.: 1!ii '::'l-ii' .:--':.:.:,-: !':_:.:_i :_-_:I!! a.l f _': ::: _J1.:.:__ MODEL N0. MPT EDGES CHI N Y Y ii= 11��= 11��■► ii�l1■wN■I�w�il�i� II ii IIII I I:_II i!I III'I : III !ill Ilii Ir! II li II ; Ili . \ NAILS AT 6 O.C. A �,q -- - !�-_:41.1_1 '-�=I=I-' -=-'.-�:'_'-; i 1 i -. _.._ ._..--..�_.,..-.. ..-_........-•-.,.. -...._-_ .__.. _. - Ti- RIDGE CONNECTION. EA. SIDE OF _,r■1NN■1■ .1 11■■. 1 RPPll�riN1■■,A , , ', ;; ; ' ;r 'i' ,, up n ,: r;;''_ 4444~_ !. . ,': 4.14.1';.`,:::-`:_1'-�' '._i.:t�_!;'':_.1;i..1;..,'Li : , • .-- - _-.. .._:__-__ _ ■1■1■■■111■■LIN111■11■N� �w�■1■/x11■■I■1■1■�■-� I : ; ', '__-I . ,'i', I Ii ;' I I I i I I! ! i : ! iIi I RIDGE PROVIDE (6) 10d NAILS IN "' ' •--•- -- -,.+ - y RAFTER & (6) 10d NAILS IN RIDGE MI . ` —�� 1■� �� _�, , 11 11111=11111111111 • • - -J■■■1■11■INN■ -- - -.. - 4 444_: ■1.111■1�■1111 41 ' ......_ ._..........:...!_ ._ .`.....'. ._T._.._. ... _ -.'.T. . : _1_.a_ -r.._.._._-.. 1� --- film"' 1 ■ ■1m�i■ 1 n■ - - 1 ; , .�4 .1-i__;L ._- ___, _ ,-- 444:•4 iii i . ii i1(1) USP-RT20 HURRICANE ANCHORi, ...... j11 ■■��1 ■■� •IMOD ■ ��.. �a■1 1■■1■111 11■■I / \ 11111■■II■■I1111■1111� 111��!' v:. .!.- - x 1 ; !-.,_i! _- -._.._.. .._.__._AT EACH RAFTER r.r._ __;.,. _. _-. _. --__.__p■��\1 ■■1■■N. I / NN1■ 1■■1YN■wNl 1■ 1 / r / •r•,. ._,.!.,,..---_..--r^ ,.�__..--1 L4„ #4444-r 4'114:'-4:4# \ 1--,.... 4, / -- - -- -- /� _ ;.- _114'11_•-•I_I ;'I•,-.---7--r-44 -_-1:'x,-4-,'1-r�:i:44144 \" GYPSUM BOARD INTERIOR RAFTER SPACING 16" O.C. MAX. "_- - 11 all'-- 7,1,,116,11,,■��I111■11■1■1■■11 / \ EQ EQ11■I11.In111■�I �1 11 _ ! 11_;_ / -1_' ;` %: 7 4 i 11',III; n 4:4':4'4 4 4441 +4 FINISH. 1- LONG TYPE W 9 8d NAILS INTO RAFTER ------- . �' '1 .r ii i;i.,._. _ ,4r'14Yr'lt'4,`-,Yr-i' ►t MN =1 : ' 1.■■1111111.111 / \ IN111■1■■11■■1111■1■NN■ IM :__rt-!I - / �I :-1, / ?'1- 4 ,, ',rii;1 ,! 11 i L14 8d NAILS INTO PLATES EQUAL - - !_!,I I; ! ;__ 1--w_4T- . . __ '14:�1rTt4 4'14:' 1SCREWS AT 12" O.C. PERI 1 ■ ■ ■1 ■1 I� EQUAL t EQUAL- i' ,' _ ___NTI 1 f T / \ I � ■■II�NN�■■■11■1■I 1;1!!_I1,!,L.a...l_u_; !.i. :_;_. '','r'r:r:r'. : r:r: �. 9 8d NAILS INTO STUDS6070 I1.Ip ■■1■NIN■■11■ NI!' SURFACE SURFACE! SURFACE ;:444'4,'+;-:441-:-0,LY-4,' TABLE R-702.3.5 / \ ,, :•, -:11:4 4x:._4 ;';" `-,!;I: ;;;L ;:.----- =! Ti:'' ' : ■ NNu m■■I . INIU m■■I■p■■p111■I ■I■t \ _ h 4 4 4 r NEW SECOND FLOOR BALCONY n*------. '� _� ■1■ ■N r '■jlpl'�h�■:N 111■jN■�.j■��$�=�j,�:�{I I. ■■N■ ■■■,y'}M,j�,�■,�}■�■■'■�,�i :;-,-',7::,---:;'--Y4-4.- y---- -___.__.._..._____�_..__..._._-.--�-444•_.:..' .... 1 r pr .1■t 1..■1■,.■■11 11111 I'I■.■.■I FIN ._-L----.'.:I t N N .....;-- N\ 1 , I \ ` Y 14,' r 4-r rx 4-1 1 � VINYL SIDING, 0.12 NAIL, 1- LONG 1 1 1 ` __ � - _,.__.___..-...._.__.._.• _.-.._... ._ _._,!...:._-.. r 4L H.r,--..,'+14 44: - -/-J - ' - \„ IVA IS 1 ��■�.11■ t \/ \// minims I N. r; - rho 44,'44 i :' „1 / �li1 ! AT EACH STUD -; i, 411 . ., f �j -.::I-' ,•: 4 ' ir!-1"1 Iii i t 444;4:;',: / \ N1■ 111q■■■NINII■■■I1 ■■INN■■■■1■wm■■■■1NN N 1 1 41+f -- 11 ■',_ 1�■111■■wIN1■111■■1 N M N■wNl■■'ll■■1■NI■ Iwnimming;1 4 1__" _xHI r,4 4 V �II (1) USP KLFTA CONNECTOR AT 16' O.C. Inn ■ ■ n1in!1■w 1 I --NM_ _ ■,n!!,■nnw■■n _ FUTURE ROOF 4i 4' r " / \I ►. 16) 10d FASTENERS TO STUDS. GARAGE ■`i. i�rN■NI ■■o 11 --- - -- -- •,4'� 'r'+ 4 -�I -- SECOND FLOOR i��i f� 1� _■�L�r I. - f .■■ 1.1=L■■■1�■1■II■■■IN■il■iN.■I.■■■si-- 1■■�i111 41.1 N w ■ /■I111N ■■BI ---- II -_ _-__-- -- —4444-- — ' ■ 1 ■ ■ i •- RE-BUILD . . .1 j .g. ,...., J - ■ m ■x M. ■ EU W■■I■■ mY■n■il II IM INI I I�Um■ _ _ - _ erJ11i1'-4 : '�p1G��Ii�■�ii'r ISIl�ii'Effinrii ■'iii■ i■il� ■3N�■N■Iiiii■n h t. s �I1■.. / \ 1 / \ 1 1 1 EXISTING OVERHANG , 1.. 1 ,,.. j! ■,1�� ■1111 .■.11■,1��N■■■11■ i 1 I r u 1 II -, I i p1 �■I I ■ 1 1111111 ' e I 1 I1'l 11 I I■.1 ■INI1■IN� ■�1��1■I111■NI■ 1■1 ITI� -// \ - _ / \ 4444'. BEYOND mil - ■ ■ '' 1 r p■ 1■■I■I --- - 11.1■■■1■I■■NMI■■II■■INIINI11 --- -- ----1 MINION ■ ■1 / I 11\ I'' I. /I \ 11 1,1, i'1 ►�( 7/16" APA RATED DRESSING _ ,:--•:' 'I',< NEW COLUMNS X __ NI■■1■IIINI■ ■11■11■11■111■11111 wl 1■I!monfflii ■N1■L11■I 1■1■1■1 / \ / \ 1 11'11 11'1;1 11 11 rl EXTERIOR SHEATHING BEYOND -- Illi misms "i-Ir 1II il,. FASTENED TO WALL STUDS W 11. f■ � �ii� l�i ' �1 � � X \ "1, 1'11mil i1 ■.■■11 1111■■■N■11■.■111■■1■11■■ I■■■■Ip 111■1.1■11..■I■IU w \ / \ / I' ' 'I' 6d DEFORMED SHANK NAILS I 1I » 1 11 it , - �'� 1 - _ j iliUl 11111 1_ 1_ \ / N / '' 1111 ^- ■ II ._.■. • I w ■N 11.= ■■ 1 - I ,1,1,1 _ i,i, AT 12 O.C. _ 11 r 11I,1;_ J', 1 J ,, 1 ■■■11 ,�1r ■ \I� /N'% t1 "// - - -� ,� /� B _ 1111 II! iII�I 0 ' I ■� 11111.1111111110111M111111111111111�.�■�1 _ i� ■, �,_��■��■ ■�� h Iq■■1 �■��1■■ �1 yl�iii■ir■1111111111 ■� 111=.N �► - Ll - L mil � � .� � �!i4ifli !!� Ewa / I/� , I ��/ =IR L..- 14'1(/ ' 1ft!11'I'111 5 I !11i 511 �I�S II �� al - �: rr _ � �I 1. _i I I n N■F■11■1■ ■ I Ilia_. �qq. �i .�v t �� .._. ._. _ �_ =. JJ r r-I1 r-i r -1 IIII1 ' II I 1 1 1 II I S66 ) 6d DEFORMED SHANK OR ANNULAR I 4'-O" 4'-O" I / RING NAILS AT 6" O.C. REBUILT GARAGE I I I ! I I I 1 11 1 1 1 1 1 1 1 / ALL PLYWOOD EDGES 1 8' O" Jr NEW FOUNDATION I I < 1 t 1 NEW PORCH I I H I I I I I I I I I INPLACE OF EXISTING I__I I__I I__I 1 L 1 I I - 1 I 1_1, —_--)J ANCHOR BOLTS, SPACED PER �r r r - , - r- I I PLANS AND WITHIN 12" FROM END I JL__J L__J L__J L____-1 L__J L__J L___J OF EACH PLATE SECTION. BOLT SHALL EXTEND 7" INTO CONCRETE FOUNDATION n < NEW DECK AND PORCHES k7- n ��oF NEW 440 ,......, It,..- ,. --TN 1 , 0 0 BAST 1— _ \/ AT10N - . � * :01-.------7-11-f1,1-1'II-I----1- ...---H-----...1"") SCALE 1/4" = I'-O" 1 t� i UJz ...-•';'_'ate,.fl cf' ps• 35 �� TYPICAL TWO STORY WALL �; �OppOFESS\0�P• CLIENT: TITLE a. Y I 1 O N a REVISIONS DATE 0 8 - 12 - 13 FASTE \ E SCHEDULE TheRiegel Residence 10 - 141 - 13 NOT TO SCALE BROOKE GIRTY DESIGN to - 22 - 13 SCALE: 261 GRASSEY HILL RD, LYME, CT, 06371 (860) 434-1401 10 - 31 - 13 I/�f I O Cresent Avenue - 26 - 14 STAGE A_ 6 ISLA ENGINEERING SERVICE CO. CONSTRUCTION I1::) ID 1 T 1 O N Fishers Island, NY PO BOX 1413, RONKONKOMA NY 11779 DRAWN BY: Phone: ( 631 ) 286-7448 Mobile; ( 516 ) 220-6200 Email: Isla@optonline,net DSN/BG sHEET 6 of 9 BEAM PER PLAN LEVEL WOOD DECK OPEN RAIL PER 1 TAPERED SLEEPER ® I6" OC ELEVATIONS FLASHING HOLD DOWN STRAP E_ EXISTING RIM EDPM ROOFING .a. _ 1' 5/4 LEVEL DECKING SCUPPER _ ��2 X TAPERED SLEEPERS I6"OC • ' _ <---DRIP EDGE PLASHING EACH SIDE �� RIDGE BEAM ��I1_ THR DIA MBOLT e SLOPED ROOF BLOCKING I_ f I' CLIP-EACH SIDE EDPM ROOFING SYSTEM ON G PER PLAN 12 IF —\VENT IgnI, 3/4" T f G PLYWOOD SHEATHING �� i2) 2 X 10 GIRDER� ' '.bSTRAP HANGER VENT •-� LEDGER 24" OC • r� STRAPPING �� JOIST PER PLAN - MIN PITCH 1/8" PER FOOT HOLD DOWN CLIP1�1 JIL16 MATCH EXISTING BROSCO _ I 1/2 ROUND GUTTER ;: 8019 BED METAL JOIST HANGER ON 2 X 8 LEDGER Ii � EACH RAFTER �� COLUMN PER VENT�� :��-! BRACKET c ; j� � R 30 (+) ICYNENE PER SPEC SPECIFICATIONS �'—' DRIP EDGE / DECK CONN ,Q-�d INSULATION ,,,o �j,►� i8OI BE � _ 8019 BED JOIST BEAR ON LEDGER 1 BAFFLE y',,.��.r�►�� PORCH EAVE DETAIL ALU FLASHING �! DETAIL I I STRAPPING ,,-,• 'ii-�.ii I' ALIGN 6 X 6 POST �� \�'�'v: EDPM ROOFING�y <•4" `,,,-STRUCTURAL COLLAR ---'4'74,..11 A M E L I A'S 5/8" CDX PLWD�� DECK EAVE DETAIL o.----- fp•o.Z4,....'Po....•... r... ~• �►w' i 11 I BED ROOM O 1`1 'I DO/ A$ ° PASSAGEMETAL JOIST HR iz R MORE ER. w . = L �- w MATCH EXISTING EAVE HT LEVEL WOOD DECK• ' ON SLEEPERS ( TYPICAL AT ALL RAILS ) / N/ �i \ e ► ► A _ _ L] ROOD CONNSHOLLE // \\ AMELIAS � \\ !— DETAIL MASTER NA zy II\\ BED ROOM I DOOR / RAF NG JOIST 2 X 16 ®OI6' OC 4„' C. BED ROOM E SOUND INSULATION / l ::; PER SPECS / \ TO \ �Iy: m 's' HALLiii71. .1 / c= \ / I o / N .Ig� Ir IIIf - <—NEW JOIST PER PLAN 1 • 1 p •i: 1 VENT FLAT CEILING VENT I / \_ —/ -� ' I'I' REMOVE CEILING 1�' , :4 SOUND INSULATION BEAM ,�' � / .a \\ // IPER SPECS BLOCKING FLATECEILING PER PLAN 1�IL..._.. . 17 ._. ... /_... .. , GARAGE BEYOND _ J, • \ / / '.gip 1, MINIMUM SLOPE ' ��1� �--��INIIII�INI AR ��I��►�� IN��I 16&11 ' ,4 lama,,v k i 1 V ' W NDOW NEW �I'j I/8" = I'-0" SCUPPER--r,,DRC _��-1\ STRAP HANGER II I � 6 X 6 DINING SLOPED ROOF l �'I li,II '•: POST PORCH 91 j I'-1„ R 20 (+) ICYNENE PER SPEC : LIVING BRACKET/ "1/2 ROUND GUTTER I 6 X 1, POST �'I L� RAIL PER PLAN ROOM \ ir DOOR TO ':1 ��• •<--R-20 o m.._ _ - II': /' /N // \ NEW _ SLOPE DECK 1/8" PER FOOT G r GARAGE \ COVERED �'� �� Y ��y�pQ�p��ppp��ppp�E- R 20 (+) ICYNENE PER SPEC �4�i�i�i�i�i�i�0i�i�i�i�ib�i�i��i�i4 ..... I BASEMENT :!i ��, .� ad 1�� iiI �I=I1 II HALL :i PORCI--I �: =. PA.L,_ ,,¢ r_+r �rni ti3rikw, r ,,,. EXISTINGI Il ( �I DECK EAVE DETAIL i 3 I I I I I I CRAWL SPACE R-20 (+) ICYNENE PER SPEC ••: �.�-L.:u�:�,-:L:�-.�-.� , � > � �._, ; ELEVATION a / :•'� I I I I I I SLAB, VAPOR BARRIOR I I • I 12" DIA COLUMN _ FIRST FLOOR •i DOUBLE JOIST NOT I I I I Ir_.) INSULATION PER SPECS I I - I 1'-6" X I'-6" CONC FOOTING // •� EXISTING _ F'C = 4,000 PSI (2) 5 BAR -- ATTACHED TO STRUCTURE _ __ __ L L _ // •=�I I - I I I 1 BASEMENT -li. is �l TYPICAL FOOTING FOR FRONT COLUMNS ) .,,„,.,,,,:z b�aiem,, ,aa l as-c,,. �6b o.,,mRa i.6Sne,�b 62ew,6T.—,:mo.,,,..meco.;,:be2.iSh'4.624,,se'LA 'z.msSRS*SA twemP ,..-r ,:.-6.a..-64,t5v:,: I 5 11 I INSULATION PER {�-ld I L ! �' i i I OPTIONAL A—la SPECS I I I i j WATER TABLE TRIM �_-1d F7771.7.. J �ii OPPOSITE HAND K,,s., I �_ 2 BUILDING SECTION s EAST PORCH 3 BUILDING SECTION s NORTH PORCH IBUILDING SECTION 8 2nd FLOOR ADDITION ,�-�a SCALE 1/4” = I'-0' A-la SCALE I/4" = I'-0" - l a SCALE I/'1" = I'-O" AS PER CODE, THE DECK SHALL BE FREE STANDING, PORCH DECK CAN NOT BE ATTACHED TO FIRST FLOOR SYSTEM ROOF SHINGLES - PER SPECIFICATIONS 15u BUILDING PAPER ICE t WATER SHIELD BARRIOR UNDERLAYMENT -'ter FLASHING FASCIA TO 36" ( MIN ) INSIDE INTERIOR SURFACE INSULATION 1/2 CDX PLYWOOD SHEATHING SHOWER PAN5I- ! I \� BAFFLE \ RAFTERS PER PLAN RAFTER PER PLAN 9 16" OC m `4 HURRICANE ANCHOR 2 X 8 JOIST 9 16" OC CANT STRIP Ciritil.�.�. DOOR FLASHING ALU DRIP EDGE r��Z��j�� •♦E�TYP CAL A ATTIC INSULATION CURB I EDPM ROOFING 2 X 4 ° 16" OC �1I' = ALL BOARD �� SCUPPER PER PLAN PER SPEC i11IIII .M ^ H _ %I HEADER PER SCHEDULE E_— TYPICAL EAVE MATCH EXISTING EAVE--------11 r /I ES6,11,191 Elite�% II!I •��t• It% Iii i� i�f __= COLUMN BEAM WINDOW PER PLAN, ELEVATION I I - PER PLAN SLOPED ROOF 1/8" PER FOOT PEIRTPLAN t SCHEDULE 6 X 6 COLUMN ACQ UNDER EDPM ROOFING �� I (2) L4 X L3 X 3/8 ON BOTH SIDES rt � TH I I GIRDER PER PLAN, BOLTED EXISTING WALL TAPERED UNDERLAMENT � THRU GIRDERS WITH I/2" DIA STAANCINLESS STEEL HORED TO FOOTING WITH 1/2" DIA ANCHOR BOLT FLASHING LT t WALL BOARD BUILT-UP JOIST USP HANGER JUS26-2 �/;,, II TYPICAL EXTERIOR WALL CONSTRUCTION 11' PER SPEC USP POST CAPS I PER PLAN (4) - I6D NAIL TO HEAD 2 X 8 USP - POST BASS EPB PCM 46 (4) - 16D NAILS TO BEAM 4408 l8) I6D NAILS 2 X 8 EXISTING FLOOR SLOPED DECKING JOIST CEDAR SIDING PER ELEVATIONS �� ICENENE BEHIND ELECTRICAL Immo— USP HANGER JUS 26 1� OUTLETS ( SEE SPECS ) GIRDER PER PLAN 10� BLOCKING l4) IOD NAIL TO HEAD (4) - IOD NAIL TO JOIST DOW BLUE OR EQUAL HOUSE WRAP �� Li---;''1 SKIRT BOARD LOADED JOISTI SECOND FLOOR 11111111111111111 WATER PROOF ,' PER PLAN-, -- ADDITION 1/2" CDX PLYWOOD SHEATHING ) 1 SHOWER - — PLASTIC AZEK�� - - - FLUSH BEAM (2) 2 X 8 — LAG BOLT ��r�c.•�� e " 1�1 b ..�oma•�� off$ ACQ BEAM II < PER PLAN II � f9.°8-.6;;;: �°� -. ..-7-,,9,..,--, ' AIR FLOW SHALL BE PROVIDED ,°• -��°•• 2 x 6 WOOD STUDS 16 OC 1 �° ° ?-,<F,5 ,S �°,o a°�e 2" MIN CLEARANCE a °a / oI °�7°,3 ° •��u•e�� u a �.„�o p_� � S S S 8 SS S a_ r S ,.S,. R„ `.R°°�8, $.e l�♦ � . o°' .°6�°°O° .°A°�°°' .°6 moo°,° w o �0 0 0 � + I ° 0 0 og o� SI o d � �o �o o �'.��°'po °cb�o °' �IA.1.��1.IA��IAi�♦�� I, Sb 8°° ,. ° _ 5° ",S a a,8' 4„8� °°°8s, '8 ,S':°8 ,S,,°8•S°Z°5^�° °8 s '° �°6. ��*'��w �W 6" R-21 HIGH DENSITY BATT INSULATION WITH 1�I �f :1' i VAPOR BARRIER ON INTERIOR SIDE OF STUDS �� .-----EXISTING FOUNDATION j/ \ '�� ''• R-20 (+) ICYNENE PER SPEC PIER PER PLAN PROVIDE PERIMETER DRAINAGE 12" DIA CONC PIER ON �— / �/�� FIELD DETERMINE I'-6" X I'-6" X I'-2" DEPTH SUPPORTING FLUSH / \ PARAPET FLARED SHINGLES----�� (5 / PIER - BEAM �__ F'CNC 40001 PSI NG W/ (2) KEBABS BEDROOM SHOWER / \ 12" DIA COLUMN HALL < i I' U- I I illi \\� / ��1 DENTIL BLOCK cn ` l l 3 FT MIN BELOW GRADE \ / PER SPECS I— i� (2) tx5 BAR p O F'C = 4,000 PSI 0=7_ 1 \\ // I O �I' 6" X I' 6" CONC FOOTING TYPICAL FOOTING FOR OTHERS I O IF';-t" - 4.000 PSI L J 1�'y�tItIt��1 t /Al t11111tItIt4 tltltl�1 tltltl�I tltlttltlll�1 tltlt�tl t1�1�1�1 A�Ill�=1�It1i111jw / ( TYPICAL FOOTING FOR FRONT COLUMNS ) I L' L O —O — l�l '11LI I FLARED SHINGLES /!g' CLOSET _� (2 ....11::'.,..I. APRON I ._. ,. SLAB PER PLAN • HALL LAUNDRY To DTIC DECKDC DETAILBM CONN GARAGE ,...,,.204),,,,..,,,,,„..,� ::;t: m' m. FOUNDATION COATING THICKEN a..:-.,:.3,,:,.,:,,,t rg ° IJ BELOW GRADE BASE EL SLAB : .• ._';Arg A-la SCALE 3/4 = I,_0„ of NEW k. ' --la SCALE 3/4 = I'-O„ .___ _ Iwww....iiim�ww�iwm mm m i emo iem www �'�� ANY !S II 1 1 1 1 1 1 1 _L__ i I I .. .I ._I coNc WALL t FOOTING oP �. .,} PER PLAN * y C'1•,,'', �.• . . • 1 ; ,,+x.,4,6 ' am El c' -: ; • _- �� DfTfON SECTION � CLIENT: TITLE: ` ,PF4p 0667 S C T I O N M U D ROOM P�4 PT C T [ O lel ADFESS\d'1"'ONS: DATE The Riegel Residence O8 - 12 - 13 4� UUALL SECTION 2nd Fl ADDITION 9 BROOKE GIRTY DESIGN 03--326-1341 SCALE: A-l261 GRASSEY HILL RD, LYME, CT. 06371 (860) 434-1401 1 AS NOTED a SCALE 1/4" = I'-O" — 7 a A-la SCALE 1/2" = I'-O" Cresent Avenue STAGE ISLA ENGINEERING SERVICE CO. CONSTRUCTION E Y I S E D ENO Y A T f 0 N Fishers Island, N YPO BOX 1413, RONKONKOMA NY 11779 DRAWN BY: Phone: ( 631 1 286-7448 Mobile; ( 516 ) 220-6200 Email: isla@optonline.net DSN/BG SHEET 7 OF 9 EXISTING DROP RIDGE BEAM I� PER PLAN NEW INNER RAFTERS Illf� --- LAPPED ONTO EXISTING --- 2X4TIE 2 X BLOCKING AT EACH EXISTING /�, RAFTER ATTIC EXISTING ROOF\ �41I 9 EXISTING POST ��w,�� 2 X 6 I6" OC �� PER PLAN �4��'s.,,, R 38 BEARING ON NEW BEAM R-30 (+) ICYNENE PER SPEC !!A'vr ,12" BATT i !1 °ma , NEW FLUSH BEAM PER PLAN ,i DECORATIVE COLLAR ��a� l:.'T' ' . TIE PER PLAN � I174��—��-- -�� NEW CATHEDRAL CEILING I 1 I I EXISTING EAVE W 1 11 �- 11 L / \ / 1 I / ____-SOUND INSULATION / \ RICHA L'S'S I .1-!,E / 1' PER SPECS - NEW DOOR----> // \\ BEDROM2 1 1 // NEW BATH PER PLAN / / 1 1 w 1 / SITTING �'// EXISTING RIDGE BEAM \ I I a AREA AND POST PER PLAN NEW RAIL \ o o /' \ 0 1 I o �\ o BOTTOM RAIL NEW CLO/SET \ I 1 \ RAIL BASE �___ \ / \ 1 I \ l r : EXISTING \ / I-1 \\ I-.I . .. --_: \ ,_:_._� STEEL ANGLE / ATTIC X NEW HEADER BEAM "A" PER PLAN DETAIL - It•�q�"• EXISTING JOIST HANGER—> J HANGER EXISTING JOIST PER PLAN -'` _ � _ ------- EXISTING ROOF /- - / R 21 �� \ POST PER PLAN- �I SOUND INSULATION I I/2" HOLE OFFSET 2 X BLOCKING �- R-38 12" BATT BATT NEW HEADER I I LONGER FLUSH BEAM PER SPECS (C-1" RIM BOARD TYPICAL ATTIC INSULATION ISI PER PLAN I I PER PLAN TYPICAL RAIL BASE DETAIL NEW DOOR II STEEL PLATE INSULATION \----- 1 1 PER PLAN DETAIL �-- �° ° I I BAFFLE SOUND INSULATION 1 I __mss NEW FLUSH BEAM ttl PER PLAN V��d��V,��rV PER SPECS I I SET BOTTOM OF BEAM HURRICANE ANCHOR - - T TwTTT 11 ON TOP OF STEEL BEAM FLANGE < t NEW CANTILEVER BEAM 'B" PER PLAN • •i♦,♦'i% •% U I DING SECTION 5 BED O O . SHIM t BELOW BEAMK� NEW GUTTER 1 PER SPEC----- - 1 ( WALL BOARD EXISTING CEILING EXISTING PLATE �� ', HEADER PER SPEC CONT PENT PER SCHEDULE -1r SCALE 1/.4" = 11 -0" ��`EXISTING STUDS EXISTING EAVE 1_4 DETAIL A — A I , INSIDE OF BEAM BEARING ON TOP FLANGE a OF STEEL "I" BEAM. TOP OF 9 BOX AROUND NEW WALL BELOW FLANGE IS 2"+/- ABOVE EXISTING "c-------FLAT CEILING-� WALL PLATE DUE TO NAILER t FLUSH BEAM POST 11 CATHEDRAL OUTER EDGE OF SECOND FLANGE THICKNESS. SEE DETAIL w 11 E CEILING o FLOOR STUDS ABOVE ry m 117 STEEL BEAM 4613 0 o ENGINEERED WOOD BEAM PER PLAN 8 2STEELKPLATE a< >- >- ac > TYPICAL EXTERIOR WALL CONSTRUCTION o STEEL BEAM 46A _1 uui OUTER EDGE OF FIRST (2) 3/8" DIA BOLTED w u_ u_ w FLOOR STUDS BELOW THROUGH BEAM Q CEDAR SIDING PER ELEVATIONS EXISTING BOX JOIST TO REMAIN o o � - - - - - - - - OLD 2 X 42 X 6 ED DOW BLUE OR EQUAL HOUSE WRAP �° '7"" ' ,1 3 TO 36" _• • RAIL HEIGHT ABOVE STAIR .19-711119 ° BEAM "A" 1/2" THICK 8" X I/2" CDX PLYWOOD SHEATHING NOSING PER NY STATE r "� r r """ _ __ 8" STEEL PLATE EXISTING STUD CONDITION WALL BOARD BUILDING CODE CONTRACTOR VERIFYmem _i a JOIST ;�(2) 3/8" DIA BOLTED \ �2 x Ib WOOD STUDS 16" OC PER SPEC d WOOD BEAM BEARING ON HANGER __.- THROUGH BEAM FLANGE OF STEEL "I" BEAM T�_ 6" R-21 HIGH DENSITY BATT INSULATION WITH 1 1 ICENENE BEHIND ELECTRICAL BEAM PER NZ. o _-- OUTLETS ( SEE SPECS ) r o %� VAPOR BARRIER ON INTERIOR SIDE OF STUDS � � PLAN O „ �S �� / /FINISH FLOOR O tT, INSIDE OF ^��4 X 4 POST BELOW TO I - °C SECOND FLOOR STEEL ANGLE "L" 8" X 8" X 1/2" _ _ FLOOR EXISTING JOIST I FOUNDATION BELOW 1 .4—PLYWOOD SUB w WALL ABOVE FLAT CEILING o CUT BACK BLOCKING BETWEEN JOIST A li. lir CANTILEVER BEAM PER PLAN > 13 1I SOUND BARRIER r co I" THICK RIM BOARD STEEL COLUMN FLASH AND PROTECT EXISTING TRELLIS ��liI 1 \ NEW JOIST PER PLAN SCOTIA • ____ FLASH LVL , ,�, R-21 MIN PER SPEC 12 1 \ BEAD BOARD PER PLAN EXISTING TRELLIS VI --1 STAIR LANDING \ PER PLAN LEDGER NEW SHOE AT EXISTING PLATE / I I II 11f �� EDGE JOIST PER PLAN BELOW + /HIGHER LEVEL / POST PER OPEN FOYER m " ) PER PLANNEW DER STAIR RUN DETAIL-- I 6'-2" 'v EXISTING TRELLISlog r W CANTILEVER PLAN ' • q� OIC N CEILING DETAIL m r \ 'J 9 1/2" NOSING TO / BACK SPAN FOR / LI I CANTILEVER JOIST �-I" RIM BOARD % NOSING i I EXISTING 5 1/2" SET BOTTOM OF BEAM tai / 8,r I I' EXTERIOR WALL ON TOP OF STEEL BEAM FLANGE 0 I I EXISTING SHEATHING 4 X 4 POST BELOW TO �� 2 X BLOCKING �� 1 1. NEW INTERIOR FOUNDATION BELOW 1` R-21 7 RAISED SHOE BASE EXISTING JOIST �; PER SPEC I HALL TO MATERIALS ��II, / :- to 6 <- I ILIVING EXISTING .L'' 2 X 8 NAILER EXISTING PLATE 1 SUB FLOORimam 3'_4„ i-'- NEW BEAM PER PLAN �"' EXISTING JOIST BOX TRIMED�- .I�i .� ! '� 5` I I GUESTROOM BLOCKING t "Z" TIE I SHIM AS REQUIRED i ROOM 1 I CLOSET I TO STA13LIt TOP NEW HEADER BEAM 4 _„ I I WEB------1 EXISTING JOIST OF HEADER PER PLAN WE i ._. , NEW HEADER X ® _a -��- I I . .--NEW WALL 1 ) ,, FLANGE SHIM t BLOCK HEADER CONN DETAIL 2 X 4 I6' OC FINISH PER PLAN g I ' ,-- _ _ _ _ SUPPORT STRINGER I i PER PLAN 2 ,6 I/2"j STEEL PIPE COLUMN NEW HEADER _ JOIST HANGER — JOIST HANGER I I PER PLAN ��PER PLAN 2" MIN BEARING FOR HEADER TRIM PER ELEVATION -'i�1 I I I' t SPECIFICATIONS , r STEEL PLATE --- _t-- DOUBLE STUD STIFFENER WELDED PER PLAN TO COLUMN EXISTING PATIO , EXISTING FLOOR FRAMING TO BEAM CONNECTION ALTERNATE TO HEADER POST I L I,��,<_FURRING 8 16" OC IUEST NEW INTERIOR THICKNESS AS REQUIRED MATERIALS X11 CRAWL SPACE I \ I BEYOND �! m 1 3„ 6„ 31f _ y91" ,' BLOCK FILL 4 1/2" MIN _ 0 0 0 0 •L \ N THERMAL INSULATION FLUSH BEAM VERIFY �I iv I I/2 I 1/2" PER SPECS__ ♦ ♦ ♦ ASSEMBLY FLANGE WIDTH 0 0 0 0 -`� m – \ t •t • . \ -I„ 1„ / _ 1113 � EXISTING N. POCKET DOOR HEADER 14„ _ FOUNDATION WALL----->. - - �' 5 3/4” --)j-3 I/4„ I 1� — CAP PLATE PLANN INSULATE PER EXISTING BASEMENT �I - CAP PLATE PLAN < SPECIFICATIONS THERMAL INSULATIION I I BOTTOM OF EXISTING PER SPECS II DOUBLE STUD I I /WALLS RAISED. NEW WALL SHOE 2" +/- OFFSET > ,71 I I OR ALTERNATE / 1/2 BEAM OVERLAP I I F�SOLID 1/2 GAP .1 BEAM NAILER SEE PLAN DETAIL cu I COLUMN NEW WALL SHOE �/ BEAM NAILER ul 1 I I PER PLAN I CORNER _ NAILER—� BEAM INTO WALL EXISTING WALL---�� II I I E�SUBFLOOR I SMALL NOTCH �j a w W� I 1 I < POCKET DOOR I I BEAM 46B L� BEAM 46A <—BEAM 46A < I PSL HEADER BEAM PER PLAN ii_\ � ' I I I TO MUD ROOM I I PER PLAN� PER PLAN PER PLAN r W 1 _ SET BOTTOM OF BEAM ON FLANGE Of NEW + STAIR TO �, I I I I BEAM NAILER--> I . "I SHIM y BEAM NAILER /� UNDERSIDE OF EXISTING BOX BLOCKING 0• UNHEATED I BEAM NAILER �\ PO �� CO BASEMENT �� III II I 1/2" DIA BOLTS 3„ �3'�� 1„ BOLTED ONTO BEAM `LAG BOLT STAIR �� PN 1' THRU PLATE t FLANGE 1/2" DIA BOLTS CONDITION AT CENTER 2 SECTION FOYER 1 I I I 5/8" DIA HOLES THRU PLATE t FLANGE OF STEEL BEAM 1• c�* Gt LU SEE PLAN DETAIL ar= � III I I WELD AROUND COLUMN <--------STEEL PIPE COLUMN 5/8" DIA HOLES SCALE L E 1/2" = I'-O" `r � `` "' ♦ II PER PLAN WELD AROUND COLUMN A-1 I f iW� I f I I L--6'-10" R.O. HIEGHT SHOWN -/-- 5 1/2" WALL ;A •�;' I I I I VERIFY EXISTING WALL HT FAMILY ROOM ""tW res�5 �C9 � I WORK WITH MANUFACTURER MUD ROOM FAMILY ROOM I F 06673 1 I II I I I FOR POCKET DOORINSTALLATION 7-1 I oAAOFESSIOI.‘P\' I../ I II 1 COLUMN CAP CONNECTION ELEVATION EXISTING FLOOR • I IN CLIENT: REVISIONS; DATE: BEAM t COLUMN CONNECTOR THERMAL INSULATION EXISTING FOUNDATION WALL-------"P EXISTING 10 - 31 - 13 08 - 12 - 13 BASEMENTPER DETAIL A-A PER SPECS The Riegel Residence DESIGNBROOKE GIRTY 03 - 26 - 14 SCALE: EXISTING CRAWL SPACE COLUMN CAP END CONN ELEVAS NOTED Cresent Avenue •• '•• 434-1401 A7r STEEL BEAM CONNECTION DETAILS STAGE: �I Y ' ' CONSTRUCTION Fishers Island, IY I • ' DRAWN BY: • - 631286-7448 •• 516 ) 220-6200 • • ' •• • DSN/BG SHEET OF 9 • 2" VERTICAL UPPER ROOF HEADER EID I 1 1/2" VENT I 2" VERTICAL UPPER ROOF HEADER (1) USP-LSTA30 STRAP AT EACH F — 1 1/2" VENT -- — /T\ . RAFTER. (22) 10d NAILS TOTAL 1 1/2" VENT ( — — — — — — — — — — 1 1/2" VENT 1 1/2" VENT�o NEW TOILET r I __nn I I 1 1/2" VENT / ALL ARCHITECTURAL AND NEW TOILET I I TO RECEIVE (6) FASTENERS REMOVED N SHOWER THREE TAB ROOF SHINGLES PER SHINGLE SHOWER \ I I 1 1 1/2" VENT REMOVED TUB I SINK L-- 1 1/2" VENT ,REMOVED --7--------7---a ,D8.r— — , REMOVED NEW I NEW nftn nftnNEW \_ _ _J ." _ , i=___� �� o-1 1/2" I I \ SINKI T I I SINK SINK TUB ‘IL\ SHEATHING TO RUN TO - _�JILr SINK I I TOILET I ��2"II lr L TOP PLATE & BE FASTENED AT CATHEDRAL CEILINGS PROVIDE r III �__ � ) .■ 3 NEW USB RAFTER SUPPORT CONNECTORSl _ _ MODEL NO. MP9 AT EACH RAFTER/ W/ 6d DEFORMED SHANK / ' ■ n-3' o-1 1/2" I RIDGE CONNECTION. (EA. SIDE OF � NAILS AT 6" O.C. AT EDGES \ _ 2» ■ RIDGE) PROVIDE (6) 10d NAILS IN �� L.------.1— / i \-c- \EW 3" ■ `� 2„ I RAFTER & 6 10d NAILS IN RIDGE _� 1— lGUEST 3R-4 3ATH 3" —0 3" 20 PIL (1) USP—RT20 HURRICANE ANCHOR 3" AT EACH RAFTER OLD VI3R 3ATHROOM ------- _____ _ EW 3" \" GYPSUM BOARD INTERIOR RAFTER SPACING 16" O.C. MAX. FINISH. 1-i" LONG TYPE "W" N 9 8d NAILS INTO RAFTER M3R BATH SCREWS AT 12" O.C. PER 4 8d NAILS INTO PLATES TABLE R-702.3.5 9 8d NAILS INTO STUDS I 3" o 2" VENT cID e VINYL SIDING, 0.12 NAIL, 1—\" LONG THRU ROOF 11 1/2" VENT I 3" AT EACH STUD 2" VEN T SHOWER --r THRU ROOF c` 1) USP KLFTA CONNECTOR AT 16" O.C. --74 PRIOR TO .— �16) 10d FASTENERS TO STUDS. iii 1 1/2" VENT I T-2" VENT FUTURE ADDITION TOILET SINK I I I 1 1 n ft n I I L \ / I I 2" VENT 7/16" APA RATED EXTERTHRU ROOF FASTENED R SHEATHING WALLGSTUDS W i �- 2" HEADER VENT I I / i I 6d DEFORMED SHANK NAILS v 1 1/2" I — _ 1 1/2" VENT �� AT 12" O.C. 2"� — \'''' '--� TO EXISTING ■ 4_1 3 I I r o-1 1/2" VENT I 3" APPROVED SANITARY 2" 1 1/2" VENT�o 0 3 WASHER I rE n 1 I TOILET ( SYSTEM � Is66L . R NEW 3ATH ON SECOND FLOOR SINK I ,(� 6d DEFORMED SHANK OR ANNULAR ABOWE GARAGE // I SINK , : I RING NAILS AT O.G. ALL PLYWOOD EDGES J-- ANCHOR BOLTS, SPACED PER „ 2 VENT PLANS AND WITHIN 12" FROM END o-3 o-1 1/2" OF EACH PLATE SECTION. BOLT SHALL 2"--= EXTEND 7" INTO CONCRETE FOUNDATION FUTURE ADDITION 2"-= I o--3" I RELOCATED EXISTING LAV » �� a LAUNDRY 3 C.O. 0\ FIST FLOUR 3„ ---> TO EXISTING 1 3 3" APPROVED SANITARY El: 2" VERTICAL TY� I C A L- TWO STORY WALL SYSTEM UPPER ROOF HEADER PLUV 3I \ G DISE . DIAGAV _ 1 1/2" VENT PASTE \ F JCI 1 ULE T - NOT TO SCALE I 1 1/2" VENT--,E=, 2" VENTS 1 1/2" VENT NEW 1 I II NEW SHOWER NEWSINK TOILET 1 WASHER 1-2" VENT I I n19n 1 1 iSINK / I THRU ROOF \ J REMOVED I 1. REMOVED I I REMOVED I o-1 1/2" I TOILET I -r I 2�� •� I II L,,--— J SINK o-2" \ I o-3" LI-1 I 2 I �---2" VERTICAL �,- r/ I II TUB I 2" UPPER ROOF HEADER /� 3 1 1/2" VENT NEW 3-0 NEW BATH I-- — C.,.`-----_ �,_ l� � — _ LAUI\DRY — — _ —.,.-_ I OLD BATHROOM 1 1/2" VENT�o 3" 3" 13-2" VERTICAL I 1 1 1/2" VENT UPPER ROOF 1 1/2" VENT SHOWER I 2" VENTS INEWSINK 1 1/2" VENT •-- Al NEW -Dr --1 RENOVATE I TOILET ,=L51., I r , 1 1/2" VENT 4 1 1/2" VENT T BAR SINK REMOVEDr 1 REMOVED I I SINK nftn REMOVED REMOVED , C==— ____ T - ' 1 TOILET nftn I \ � — - -7- - - - I I I I 2" VERTICAL I 1 I SINK \ SINK I TOILET I 1 11 1 2" UPPER ROOF HEADERL \ rt _ / REMOVED I r _ _ � � I` TUB REMOVED - - - I v r I I 1 / -�-i-1 -v � —Li SINK 4�- , , �1 1/2" I t I �,— T • DISH- \ I DISH- I 1 r l) " WASHER i rt SINK 1 WASHERo-1 1/2" I I I I \ J I o-2' o-3 of NEW y. I " 1/, ■ 2" - REMOVED O "/..-.1-----------t-3" 4' likfl'*1- i___ liI I ■ REMODELED GUEST * .r�_ I o-2„ 2" f• 3� Li ae J JI o-2" 3 L VING ROOM IEXIST GUEST BATH BATH #1 f� I. -- \EW POWDER -- REMOVED I 3'-0 3-0 0 C.O. wFO 666731' ?,. I EXIST KIT ISLAND „ 3" NEW CIT COUNTER ROOM #2 ... . AR0FESSIO�P� 3„ RENOVATION I • / ■ TITLE: SECTION DIAGRAM REVISIONS: DATE:O8 - 12 - 13 �— � 3„ \ � A V CLIENT: IO - 31 - 13 TO EXISTING PLUIV3I G ISE DIAG APPROVED SANITARY The i�Iegel l�es►dence BROOKE GIRTY DESIGN SCALE SYSTEM 261 GRASSEY HILL RD, LYME, CT. 06371 (8601 434-1401 AS NOTED Cresent Avenue 8 STAGE: ISLA ENGINEERING SERVICE CO. CONSTRUCTION Fishers Island, NY PO BOX 1413, RONKONKOMA NY 11779 DRAWN BY: Phone: ( 631 ) 286-7448 Mobile; ( 516 ) 220-6200 Email: isla@optoline,net DSN/BG SHEET 1 OF 9 u /, _ _ 61.25 FT +/ ` 94 FT +/- _ / --____-- 23.25 FT +/- J. INDICATES ",Di ' NOTED E� APPROX. FIN.GRADE CORNER HOLDOWNS�� 11 I I ".,, CENTER BASE PER FIRST FLOOR PLAN 3 sl�l� `: USP HTT4 OR HTTS /SIZE PER MASONRY REQUIREMENTS MAXIMUM JOIST SPANS DATE:r3SF.5/8" HOT-DIP GALV BOLT • LIQUID MEMBRANE • TYPICAL INTERIOR FOUNDATION WALL: (- HEARTH ABOVE 8 NOTIFY BULL INC L'E 7-W-(TIENT A WATERPROOFING 13 FT APPROX 2 X 10I6" OC 15'-5" COVER OVER FOOTING 12" POURED CONCRETE FOUNDATION WALL, -/ 13 TO AN 12"x32" MIN. POURED CONCRETE FOOTING MAINTAIN EXISTING r 2 X 10 s 12" OC Il' 9" 765-1802 8AM TO `' �(�, FOR THE:TYPICAL EXTERIOR FOUNDATION WALL: _-- REINFORCED WITH FOUR (4) CONTINUOUS #4 BARS I ♦�♦�!j!�!j!j!j!�!j!j!j!j!j!�♦�♦ I FOLLOWING 8" POURED CONCRETE FOUNDATION WALL, ♦ ♦ I BEAMS WILL BE FLUSH : -.__ 9' 6" y DRILL EXISTING FOUNDATION WALL 1. FOUNDATION -INSPECTIONS:REQUIRED KEYED TO AN 12"x24' MIN. POURED CONCRETE FOOTING f GROUT 5 REBAR A MIN LU ♦ ♦ r.:. :a-:::.i '.:': ': I ♦ ♦ FOR POURED CONCRETE REINFORCED WITH FOUR (4) CONTINUOUS #4 BARS J CENTERED ' PROVIDE DAMPPROOFING •;' ';.•,. (•.: IMBED. VERTICALLY ( TYPICAL ) ♦� ♦� - 4 i `•° •. o.� . r--- - -4- \ } - I ♦i CHIMNEY O 2. ROUGH FRAMING & PLUMBING I $ BASE •- ; ' 1' ..:� 3. INSULATION I� FOUNDATION WALL NOT TO SCALE I T: ': I 4. FINAL - CONSTRUCTION MUST TYPICAL EXTERIOR TYPICAL INTERIOR FOUNDATION WALL NOT TO SCALE ;•;�;•;•;❖;�;•;0�;♦;�;•;O♦:♦ L •••••••••••••••• J e" CMu ALL COMPLETE CONSTRUCTIONSHALLR O SHALL MEET THE • - • L HEARTH ABOVE _I REQUIREMENTS OF TH CODES OF NEW ANDST�EGLOPENING YORK DESIGN ORECONOTRU TION SIBLE FOR ERRORS. �,, I 6" CONC. SLAB WITH L X 6-W2.9 \� I X W 2.9 FC = 4,000 PSI ON 2" ��" CRUSHED STONE ON 6 L _ EXISTING PATIO �� I MIL-VAPOR BARRIOR 7 VERIFY WALL I • I .... Ca '' �' '""�� ALL 1 ODES OF CORNERASSTUDSCONNECTED TO I Clil"'.`8' +_'t ! S . • • TRANSFER SHEAR ':; EXISTING NEVI •1'' I� �.",s r:. & + ?WN CODES • 2-16d COMMON NAILS, 3" O.C. MIN. 10" • LENGTH & MIN. 3 1/2" PROJECTION GARAGE AS REQUIRED AND CJNDITIONS OF 3 1/2" DIA STEEL COLUMN ON • • I RE - BUILT 12" X 12" X I" STEEL PLATE ��, SOUiHOLDTQA'NZBA WELDED TO COLUMN ON 36" E* •�- • USP-PHD5 OR APPROVED EQUAL I X 36" X 14" CONCRETE EXISTING �L C^� '�P""" SOUttiU1l' 1`.nFt�!VNiNGBaARD • FASTEN W /(14) 1/4'x3 WOOD SCREWS W I I�CONCRETE FOOTING FOOTING WITH (3) 45 BARS JOIST ABY 2 X 10 ® IL" OC �s'" rw �^�" " earl.. 0.� t- 8" X 16" BOTH SIDE ON THE BOTTOM 1�.SPEC � } ��-i� OF FOOTING / SOLI„•F,�i`i7m-m ES � �� \ s ( I ON3 /,"1 DIAX 20"NDARD PEEL \ F- 11- xw e.• N.Y,S.�E��_ c�\O I FN��'q / N I v'.cl NEW 8" CONCRETE ANCHORED DIA ANCHORABO COLUMN- tCRAWL �--- I << .:: WALLI- - -27--------- # SPACE ,- PLATE WELDED TO a I MIN. 7/8" ALL THREAD ROD MINIMUM 3 1/2" DIA STANDARD PIPE OCCUPANCY OR EMBEDMENTS-7", I I SEE BASE PLATE PLAN I ON 1 1/2" X 20" X I" STEEL MIN. END DISTANCE - 4 \S3#8" T A PLATE WELDED TO COLUMN I 1 1 COLUMN PER PLAN I % I /, OPENING 1/2" DIA ED TO ANCHORALL (2) - BOLTS USE IS UNLAWFUL I I �%• WITHOUT CERT �ICATE rSUBFLOOR I I I I I I ELECTRICAL SEE BASE PLATE PLAN/ o\ OF OCCUPANCY' I/2" GAP ,y 1/2" EXPANSION JOINT I i BLOCK WALL C NCS' •'4L---------AROUND uP ( TYPICAL > \ � •, STEEL <----------3.5 X 11.5 PSL I I BASEMENT ENTRANCE: \ / ( o SADDLE I / EI I I I U 0 z o `�� TOP PLATE BY USP ....L ...;,.' :..; ;:..... :.. z o a_ X _ tGl•;;;TION 2 co _ __ SELECTED FROM USP • FIELD LOCATE ..: : .:.. , .. :.%.. :` . .` .� - o w PLUMBER C� fi T NOTES: u CATALOG TO SECT 3 I/2" SEE FIRST'FLO� - -1r I`- DRILL EXISTING FOUNDATION WALL ^ `n o Q ON LEAD CON i cNT t;FFORE 1. USE USP LUMBER FASTENERS OR APPROVED EQUAL. WIDE FOR STEEL COLUMN PLAN (2) 2 X 8 ACQ/ I Ci) f GROUT tt5 REBAR ® 8" MIN 1" O SD w x col- REQUIRED CERTIFICATE OF OCCUPANCY 2. THIS SCHEDULE MEETS 110 M.PH. WIND LOAD CRITERIA. SHIM AS ALT "SIMPSON STRONG TIE" o L - _ IMBED. VERTICALLY ( TYPICAL ) c' o TYPICAL CORNER HOLDOWN INSTALLATION --COLUMN PER PLAN > e 12 FT \ > - SOLDER USED IN WATER "44 oz.m CONTINUOUS DROP BEAM 4 - SPANS EXISTING q x 9_ _ _ =,==.= SUPPLY SYSTEM CANNOT 12.1 FT +/ _ _ _ _ _ EXISTING 9 X 12 - - - - - i o x i _ -.-.-:--.- - (4) 13/4" XII l/8" u� 0o w - -.- -.-. .- - MICROLAM 1.9E o WOOD DROP SEAM \ E�/�•FED�iQ QF j p/p LEAD.. TYPICAL SILL PLATE TO FOUNDATION SLAB PER PLAN% /PLATE PER PLAN t- N WOOD DROP BEAM DHW - CORNER HOLDOWN NOT TO SCALE - �, w m U U CRUSH X' TYPICAL FLUSH 0 0 EQUAL EQUAL EQUAL EQUAL z 0 BLOCKING T I - " 0 ,,, BEAM ( JOIST ,� / iz C A 6.3 FT +/ 6.3FT +/- 6.3FT +/- 6.3 FT w � - o CONNECTION - JOIST z w z 3 1/2" W 1" W 5 1/4" W I I `=- ¢ SET IN BETWEEN X70 o BEAMS AND ADDED BLOCK \ o o II z- z GROUTED r---- r r---- X SUPPORTED WITH A x 1 I 1 ADDED BLOCK PLUMBING 1 LOR ONE FOR TWO FOR 5 1/4" W LSL SL I I 0 -- � " METAL JOIST N ov - - - I I I I I FURNACE / X N GROUTED w ,. (2) 2 X 8 ACQ HANGER AT EACH - A I AB I A _ A ALL PLUMBING W +•TE L FOOTING PER PLAN J / JOIST END w m m - - - = -i - =i- ' -��^ � _ - Q `" 3=-3- a &WATER LINES Ng D o o - L__BC \__Ti NEW FOOTING �� 1 Li _ _ II CRAWL ; TESTING BEFORE COV RING //1 A - i �, A O 0 I PINNED To EXISTING I ` z SPACE O CRUSH �' DETAIL A A ©' # m z X I I BLOCKINGS A 00 X c~n �' EXISTING CHIMNEY FOOTINGI o ` �'. 3 1/2" DIA STANDARD PIPE _SLOPE DECKING_ a " ° L ,��3 1/2 DIA SS PIPE STANDARD COL ON 1 (/2" X 20" X I" STEEL L11 w N < 1/8" PER FOOT w > W o o A ON HEADER W 6 X 9 FY 50 KSI OR 36 KSI PLATE WELDED TO COLUMN I RETAI STORM WATER RUNOFF CAP ttl CAP tt2 CAP ><3 t- x- u_ x- a EXISTING q X 12 - _ _ _ _ _ _ - ANCHORED TO WALL (2) - " X " x `=' -_ -_ _ _ _ _ _ _ _• _- CONCRETE FOOTING 3 I/2" STEEL COL w a o j EXISTING 4 .X 9 . _ 1/2" DIA ANCHOR BOLTS PURS ANT TO CHAPTER 236 STEEL CAP TYPES "! o "' o c o WOOD DROP BEAM -�- BLOCK COLUMN 32" X 32" X 12" ON IT X 12" X 3/9" THK .- -.-.-.- - -.- -.-. OF THE TOWN CODE. r a_ n °C L \ REINFORCED WITH GALV STEEL PLATE - WOOD DROP BEAM 1I I ( TYPICAL ) (4) tt4 BAR EACH WAY WELDED TO COLUMN Q 0 \ 2" THICK RAT SLAB F'C = SELECT I SPECIFY a 0 (2) 2 X 8 ACQ / _ C P A W o TYPICAL OF 3 (4) I/2" DIA o o ~ �' U ,500 PSI OVER 6 MIL VAPOR DECK FRAMING NOTE u� SPACE ANCHTYPOR BOF 3 ) "' x Z o BARRIER ( TYPICAL AT ALL ALL DECK MEMBERS SHALL BE ACQ TREATED I / o o V ;124 11 o L7 CRAWL SPACES ) GENERAL NOTES: ADD ACQ TO ALL DECK MEMBERS 6 F X FULL Xzo AOD OS n Q Q A-7a `� " z BASEMENT ' " . N �'� THE ENGINEER WILL NOT HAVE CONTROL OR CHARGE OF AND • o X > LII x © I Q � wmQ o am o Q wQ WILL NOT BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, LJJ TECHNIQUES, SEQUENCES AND PROGRAMS IN CONNECTION WITH THE WORK. w > F ' m 3 1- a to N F- 2 X 8 ACQ LEDGER o 0 o 0 U 5- 1. ALL CODES 8c REGULATIONS OF N.Y.S. BUILDING CODE SHALL GOVERN OVER a - LAGGED TO FOUNDATION N - w ALL CONSTRUCTION & INSTALLATION. r: o WITH 3/8" DIA LAG BOLTS \ t- STAGGERED AT 12" OC w w 2. ALL ELECTRICAL. WORK SHALL CONFORM TO THE LATEST REVISION OF __ _/ (2) 2 X 8 ACQ0- Q STAIR NATIONAL ELECTRICAL CODES AND ALL LOCAL LAWS, AND SHALL BE INSTALLED I- HEADER BY A LCENSED 8c INSURED ELECTRICIAN. I �� o 3/4" THK X 8 X 14 STEEL PLATE 3. ALL PLUMBING WORK SHALL COMPLY WITH N.Y.S. BUILDING CODES AND SHALL a_ = SLOPE DECKING0 SEE DETAIL ON o WELDED TO COLUMN f ANCHORED SEE DETAIL ON II• I m E- STEET A 2 L TO FOUNDATION WALL W/ (2) 3/4" STEET A ►- BE INSTALLED BY A LICENSED 8c INSURED PLUMBER. to I/8° PER FOOT DIA ANCHOR BOLTS w 4 x : JOIST ABV 2 X 8 ® 16" OC SEE DETAIL ON u II - - - - - 4. ENGINEER IS NOT ENGAGED FOR SUPERVISION IN ANY CAPACITY UNLESS I [x: `s, " I ' EXISTING WINDOW TO _ ` EXISTING WINDOW TO# STEET A-2 NEW STONE STEP ABOVE 0 �- 14 FT +/- ACQ TREATED tt2 SYP �_ REMAIN SEE CODE REMAIN SEE CODE 1NOTED OTHERWI��E. m + Io TYPICAL DECK I I p -� p = L -, 1 5. CONTRACTR SHALL FAMILIARIZE HIMSELF WITH THE PROJECT AND CONSULT ��%' w o /JOIST ABV 2 X 8 8 16" OC I ' _ � aim �r WITH THE ENGINEER WITH ANY DISCREPANCIES PRIOR TO STARTING ANY WORK. r' _- ' IACQ TREATED tt2 SYP z ► l I 1. I'�II 6. ALL DIMENSIONING FOR WOOD FRAMED WALLS ARE TO THE BARE STUDSI I - w AI Uloo L J WELL _ WELL U J UNLESS NOTED OTHERWISE. L „sill wi, i ! 14 FT +/- 7. DO NOT SCALE DRAWINGS. °O N °° oIwx< xo mo 0 8 ALL LUMBER & (PLYWOOD MUST BE GRADE STAMPED. N /-.}-%-:-/E( i c-4 ry ol. �Q 26.5 FT +/ x I xa R90aL'i .1 9. FLOOR, CEILING, ROOF JOISTS, HEADERS & WALL STUDS TO BE DOUG. FIR #2 ir, ,/ /;r+ I� NIS =�� JOIST ABV 2 X 8 e 16" OC , yw c�+wi , W VENT OPENINGS I FT SQ PER 150 FT SQ WITH A MINIMUM FB=825 P.S.I. r - r - -� r '- r- / I m s _,n� JOIST ABV 2 X 8 8 16" OC OF FLOOR AREA SHALL BE PROVIDED I -- / V 1 ACQ TREATED tt2 SYP JOIST ABV 2 X 8 I6" OC / I_ EXISTING AREA IS 2,012 FT SQ, SO 10. WHERE HEADERS ARE NOT SPECIFICALLY CALLED OUT ON PLANS, Irbil II I Ly - I I I I _ _ �' I / ACQ TREATED tt2 SYP / 13.8 FT SQ SHALL BE PROVIDED PROVIDE HEADERS OVER ALL WINDOW, DOOR,ARCHWAY ETC. • L- L- �- �- - -� - - - - J I ACQ TREATED tt2 SYP `� OPENINGS AS PE=R THE "HEADER SCHEDULE". (2) 2 x a ACQ (2) 2 X 8 ACQ - ( FIELD VERIFY ) (2) 2 X 8 ACQ� � z t- z t- _ 11. ALL HEADERS 6' OR LARGER MUST HAVE DOUBLE SUPPORT STUDS. 1-2" 1-2 I -- - 12. ALL INTERIOR PARTITIONS TO BEAR ON DOUBLE FLOOR JOISTS. ,�Io --------r- 0 �o w o ' �o ' �a U o Co ' �, U LA rJ I BOTTOM OF PIER 3' MIN I II [. 13. ALL FLOOR OR CEILING JOISTS WHICH ATTACH TO FLUSH HEADERS, xa �I°� xQ XQ I� XQ BELOW GRADE �' 'p)\r,--..____,__,____L__L____:_i\l.NWwN� NW � N�BEAMS, R OTHER MEMBERS ARE TO BE INSTALLED WITH JOIST HANGERS. NEW PORCH , Q w Q(NUI -loo c=,wNwOI, r+w14. ALL SKYLIGHT OPENINGS ARE TO BE DOUBLE FRAMED WITH JOIST HANGERS. I V�' �I� _m 1 _� �' _mI [ Ir r I `4 :, NOV 1 4 2013 IL::: 15. ALL FOOTINGS TO BEAR ON VIRGIN SOIL WITH ASSUMED BEARING CAPACITY , OF 2000 PSF. IF FIELD VERIFIED SOIL CONDITIONS VARY, ONTRACTOR IS NOTIFYli TO ENGINEER IMMEDIATELY BEFORE PROCEEDING WITH ANY MORE WORK. (2).2 x l0 A (2) 2 X 10 A (2) 2 X 10 _- I 16. INSTALL HARDWIRED SMOKE DETECTORS IN ALL BEDROOMS & ONE ON EACH / FLOOR LEVEL INCLUDING CELLARS INTERCONNECTED THROUGHOUT BUILDING. '� - 17. KITCHENS & BATHS TO HAVE EXHAUST FANS AS PER N.Y.S. BUILDING CODES. 18. DOMESTIC HOT WATER PIPES WITHIN INSULATED WALL, JOIST, ETC. CAVITIES TOink BE INSULATED. 19. EXTERIOR DOORS AND WINDOWS TO BE INSULATED GLASS. ANY DOOR OR WINDOW •-la REFERENCE; PLANS PREPARED BY WITH GLASS LESS THAN 18" ABOVE FLOOR, TH GLASS IS TO BE TEMPERED. app NE�v CME Associates En Ineering & 20. OPENINGS FOR EMERGENCY USE SHALL INCLUDE DOORS OR OPERABLE , 25.5 FT 29 FT ,� g PARTS OF WINDOWS LOCATED ,... AS TO PROVIDE UNOBSTRUCTED EGRESS APPROXIMATE � APPROXIMATE �A At'‘ ON o� Land Surveying LLC - - TO LEGAL OPEN SPACES. SUCH OPENINGS SHALL NOT IMPEDE EGRESS IN I N•! '' A, Quality Control Certification 10 30 03 AN EMERGENCY & SHALL HAVE A MINMUM AREA OF 5.7 SQ. FT. WITH A. O U l4l D A T I O lNl f L A I 4 j \', .�4",.'_ 1 MINIMUM HEIGHT OF 24" & A MIN. WIDTH OF 20" WITH BOTTOM OF OPENINGS (!x ' NO HIGHER THAN 44" ABOVE FINISHED FLOOR IN ALL ABOVE GRADE STORIES. (FIRST FLOOR WINDOWS OPENING ONTO GRADE COULD BE 5.0 SQ.FT. MIN.) SCALE • I/'I" = I'-O" •� ALL HB (TABLE SPACES MUST MEET THESE REQUIREMENTS. ' as6735 21.PROVIDE FIREBLOCKING IN ALL CONCEALED DRAFT OPENINGS (BOTH VERTICAL CLIENT: TITLE I VP'6' DATE: AND HORIZANTAL) AS PER NY STATE CODE. L F' O U N D A T I O N FLA N 10 - 14 - 13 08 - 12 - 13 22.INTERIOR FINISHES TO BE SELECTED BY OWNER. The Riegel Residence 10 - 22 - 13 SCALE: 23. CARBON MONOXIDE ALARM SHALL BE INSTALLED IN BASEMENT AND AT EACH BROOKE GIRTY DESIGN = 261 GRASSEY HILL RD, LYME, CT. 06371 (860) 434-1401 10 - 31E - 13 I/•4l'-0" / FLOOR WITHIN 15' OF THE PRIMARY ENTRANCE. C�'eSent A�IenUe STAGE I �/ ISLA ENGINEERING SERVICE CO. CONSTRUCTION - ISl1eFS Island, N I PO BOX 1413, RONKONKOMA NY 11779 DRAWN BY: Phone: ( 631 ) 286-7448 Mobile; ( 516 ) 220-6200 Email: Isla@optoline,net DSN/BCS SHEET L OF 9 61.25 FT +/- /- 44 FT +/- 23.25 FT +/- i -.1. 13FT +- `' GARAGE CENTER FIREPLACE IN FAMILY HEADER SCHEDULE -.. 44114A--la ZROOM. FIELD DETERMINE. I IP ALL MATERIAL FOR WOOD FRAMING TO A-la " ,�°v -,1, 5.-6" HAVE A MINIMUM fb OF 825 P.S.I. I 4 0" A-la IP -,, 0 Q J ❑ RAISED HEARTH NEW OVERHEAD DOOR o x NEW I NEW EQUAL EQUAL EQUAL EQUAL NEW WALL SIGNATURE CARRIAGE v 0 DRESSING OUTDOOR ' / ♦ 36" , -/ NOMINAL LUMBER SIZE: SPANS: 5 I/2 �` 9016 MODEL 510 BASE (2) 2 X 12 HEADER p wm / SHOWER ( SEE SPEC ) _ ❑ --A I ❑ STEP I w STEP I / \ (2) 2x6 UP TO 4,—O" y �� POLE t SHELF r ACTIVE `' EDGE OF EXISTING WINDOW JOIST a 16" OC-� I > ° /, I36" \ A ID ao ! • END COLLAR TIE „ BUILT UP LVLI----- I o LOWER COUNTER C ( SEE DETAIL THIS SHEET (2) 2x8 4'-0" TO 6'-0" I �� k �� BUILT-UP LVL WITH UPPER FLUSH HEARTH ow W CABINETS SEE DETAIL o „ I re, MUD ` I CATHEDRAL CEILING (2) 2x10 6'-0" TO 8'-0" No ROOM '-- 1/ 2 X 10 ® 16" OC • o EXISTING PATIO I w� TILENEW TILE FLOOR NEW RAFTERS ABOVE / 2 X 10 ® 16" OC w FLAT > NEW RAFTERS ABOVE (2) EQUALLY SPACED 4' X 8' (2) , „ CI7 w !-- o CEILING E STING COLLAR TIES I/3 WAY 2 2x12 8 —0 TO 1V-0" BETWEEN TOP OF WALL AND EXISTING : OWDER - �. FOYER FRAMING ISEE SHEET A-1 NFORMR ATION Q Qo o UNDERSIDE OF RIDGE. PERGOLA F- `7 �0L FUTURE ROOM sGl 0 1. ( / ,� cc, I- U O W ADDITION WALL _ \ •� • / SEE SHEET A-1 FOR MORE POSTS SHALL BE 4x4 (NOMINAL) iii, REMOVE EXISTING / - STEEL BEAM INFORMATION �, Q O w p ABOVE ` ��D ROOF SYSTEM FAMILY M I Y - - _ w zo v- 5/8" TYPE "X" I co O / ROOM �I- — — — — — — NEUJ BOOP ABOVE n fl wzGARAGE GYPSUM BOARD Q 4,� PADDLE FAN // \�. - /� �7 REPLACE ( WALLS )-_ 2,, 1„ w , WOOD FLOOR ' .-.-.-.-.-0-.-. .-.-.-.(�Y .- -.-.-.-. �$ . II tEll.] * NOTE: REMOVE SOFFIT k Q I ' EXIST EXIST EXIST II II IIEXISTII ALL SIZES CALLED OUT ON ANY OF THE FOLLOWING t POST-�� Q w PANTRY I,1;ji---------------.-\ = -'- o. Lo I�SINGLE POCKET UPPER CABINETS NEXT TO TRIM I II I II DRAWINGS WILL SUPERCEDE THIS SCHEDULE. 0 12'-4" Z NEW DOOR HEADER cr 3 I/2 DIA STEEL COL ;14- APPROX MAKE ROOM 16 I (2) 2 X 10 STANDARD STEEL BEAM UNDER SECOND FLOOR WALL I I " < NEW CONCRETE FOR (2) 36" X 22" s� w PIPE, 0.226" THICK 3 1/2 X 9 1/4 PSL 2.0 E II II _ i z I, APPROXIMATE WALL _ z _ - - - WALL RATED FOR WALL DOG CRATES �, TILE 36' HIGH COUNTER 2 3 1/2 DIA STANDARD PIPE I SURFACE ABOVE 41,000 LBSIIII II ALL "TR U S J OI S T" BEAMS TO BE INSTALLED AS PER MANUFACTURER 2 X 10S s 12° V NEW FLUSH BEAM E o 46B DOUBLE i Wo0D NEW FLUSH BEAM tt6A n I RIDGE LOAD ( TYPICAL OF 3 ) TO FOUNDATION I II II II Il 2 3 r 1 A-lr INSTALLATION INSTRUCTION C NEW JOISTS ABOVE - �� STUD /NEW X 26 FY-50 KSI _LABOVE - - - - - - - - - - - CANTILEVER JOIST �- *--43--*- - - _•_ - _ _ _ _ __ _•_ --! '-:-. ----•-- .—• —. .—. CANTILEVER JOIST • •- II I I EXISTI I I ��5/8" TYPE "X„ 3 1/2 DIA STEEL COL SEE A-I 2468\ SHELVES SEE A I 'i� 3 1/2 DIA STEEL COL SEE y4 I z N. rT 3 1/2 X 9 I/4 PSL 2.0 E I 11 \ GYPSUM BOARD V `r 0_ �� I - - Of I ��Z� ( CEILING ) O SD FIELD VERIFY ,L `^ KITCHEN z IIIFTULL RENOVATE IJ II II SHOWER ll G DNo \ _ o`er SEE 2ND FL NOTE I a TENCH • GUEST 0 ( (� G �� UP M BATH t#I 3/4 HOUR DOOR `r I oma11111 HAMPOO TILE N^ NEW WALL WITH SELF CLOSER' GROOSE N CK I NICHES ' "' -- = I ISLAND I 1 NEW 5'-2" MIN I CLEAR TRIM FIELD LOCATE (- �., ...M� . i� < 13'-8" > oc I I Z r GLASS DOOR Ia F- / POWDER w \� APPROX oc Q r FOYER 1 �2- • ROOM #2 t., POST 4" TRIM/ w "I 1 oc ._ cp--r j; NEW 4 FT VANITY • ~ I u_ I o 1 - = WOOD FLOOR TILE a v I ' r 1 Sp OPEN ABOVE y o CONTRACTOR NOTE I _ °L DO NOT CUT EXISTING 2 X 10 LINE OF OLD WALL 1-, o m CLEAR 1 4 X 4 FLUSH BEAM �� /FAN JOIST. AS PER NYSBC THIS JOIST ao o Q v z " `�=� _ IS GOOD FOR 16' 3" SPAN WITH 0 0 0 4 1/2" SOLID .-1 i (N a ROD t SHELF SPACING AT 12" OC. IF EXISTING w F/C _ I �' 1f_ JOIST ARE SMALLER SIZE OR • x F Q TRIM \ C CORNER > I " 0 e^ _ ALIGN 1 ALIGN • _•LOSET cilII I� SPACED MORE THAN 12" OC WE o AIFT + AIIFT �, 4FT + c3' ... /4/G J?\ I F,�- ice' ,'i �+ -L (3) 2 X 6 HAVE TO ADD MORE JOIST TO 4" TRIM O EQUAL EQUAL I O\ / �` / AB SOLID_THE FLOOR STRUCTURAL co NEW DROP BEAM 43 3 I/2" DIA I CASED � -,-z I- r'y (3) i 3/4 X II I/4 1.9 MICRO LVL STEEL COL 2'-8"CASED l OPENING /p�b� I c,,R) I '1;1:1°"1 fiy CONTRACTOR VERIFY OPENINGS \ `� tib u, f 3068 JOIST SIZE TOP FLANGE TOP FLANGE i w l'-O" BOTTOM FROM FF 8'-2 I/2"RO y PLATTER I SOLID CORNER y ARCH I FUL ti o '' w NAILER 1 CUT BACK EXISTING /METAL HANGER /METAL HANGER '©J B_•. NAILER y AB R� �!� 5 FT OPENING ABOVETRIM - c� (, 2 X 10 JOIST AND �* _10.140.--.95-11-11-11, �� 2 _ Ill _• SEE - - B 3 I/2" DIA )L 1 HANGER SET ICUREDTH ISTO `L � '-- ��ry�- A-la • iv 0 3 I/2" DIA . DETAIL 4STEEL COL FLUSH BEAM NJOIST PER BEAM PER I lu.. lb POST ( STEELCOL cn n CLEAR 4 1/2" TRIM Sp (3) 2 X 6 aad , 9 PLAN I PLAN NEW •o NEW 2 FT > 4 4 FT WIDE SLIDING DOOR 3 I/2" DIAO A Ai _ DEEP COUNTER 1 v o - 3 1/2 DIA STANDAR) PIPE r NEW FLUSH BEAM ABOVE - M x Q C O D x o HUNG ON BARN DOOR STEEL COL I TO FOUNDATION BEAM--,. .1 /REPL:CrINGtSHORTER BEAM B—�TO FOU DATIOHDARD PIPE BEAM PER PLAN tY (� w • HARDWARE t TRACK AB \SIMPSON HW810 `_ `V z PORCH I�C H D I N I N G I I MOUNTED TO WALL I NVL FLUSH BUIL-UP4HEADER ( r L g� FLUSH CONTRACTOR /___. I Hll BEAM VERIFY FOR FIT 1,- T t G WOOD ROOM . BEAM ttl ® ® ;. M O w We x 18 F 50 ksi 4 X I POST x M- (2) STEEL COLUMNS 4 IF DECK IS LESS w WOOD FLOOR '. III I NEW FLOOR JOIST ABOVE CONNECTED TO EACH AB • ALIGN WITH HEADER 1/2"• DIA BOLT act NEW FLOOR JOIST AOVE C THAN 30" ABOVE • w I 3 3/4' X 1 1/2" ® 21" OC OTHER WITH STEEL PLATE POST ABOVE THE GROUND I o' I I NEW FLOOR JOIST ABOVE I ® AT FLOOR LEVEL BEAM PER PLAN �~ 3 3/AI' X l I/2" 21" OC BEAM PER PLAN ? \ r I - ax 3 3/4' X i I/2" a 21" OC •u� .r LIVING V N' I 13'-10" ATTACHED TO BOTH 0 4" TRIM�� _\ I L I Y I N y > POST WITH TOP CAP `>' o I I o ROOM I APPROX BEAM SADDLE DETAIL o RELOCATE OPENING w-toll! I i I i 1-11 i 1 AB GUEST w WOOD FLOOR M BEDROOM I -- U- PI IPI -CASED x x - c� g I• OPENING 3 U- OPEN JOIST CEILING UT I 4 X 4 POST POST CAP EPC44r T 5 I II ( I °° =I EXISTING I POST ABOVE REMOVE co I ALIGN WITH RIDGE WOOD FLOOR BY SIMPSON CANTILEVER A-la PER PLAN - I IL A MATCH EXISTING HEAD HEIGHT I REMOVE HALF WALL I w s I STAIR MATCH EXISTING HEAD HEIGHT CONTRACTOR VERIFY �/ a CONTRACTOR VERIFY POST CAP PC44 POST AND COLUMN wm wm POST 4 X 4 PSL y.4...---STEEL BEAM -` 4 X 4..\_\_...___. ,� BY SIMPSON 1 PER PLAN I= =I CENTER UNDER AB C DOOR ABOVE A TYPICAL COLUMN POSTo = = r, 1,2 10=2" "n N ( I X 4 POST ��ti'-� Y 6 X 6 ACQ POST 11116VAL y VERIFY R.OREQ r, 0 u ALIGN WITH HEADER IT77--TOP PLATE (I) - I/2" DIA ANCHOR BOLT3/4" THK X 8" X 10° r� T t G !IcBADE SEE DETAIL (wwI• SEE DETAIL __L 3 X 3 X I/4 STEEL ANGLESTEEL COLMN (AI) - 1/2" DIA STND BOLT y G ! —•—•—• �! --! POST ABOVE 3 1/2" DIA w w 3 I/2" DIA �- SILL PLATE �, (2) I/2" DIA ANCHOR BOLT PER PLAN OPEN STEEL COL jr,-, 10.5 FT APPROX N STEEL COL -� - ' 4 X 4 \ L-_ 1 �� I , — . — . — . — . — . — . — . — . . — . — . — . — . — . — . r+ EQUAL RETURNS EQUAL RETURNS r+ — . — . — . — . -- SILL PLATE 4 X 4 POSTAI X 4 : 9' 0" VERIFY R.O. REQ Ir o r+. BOTTOM PLATE 4_,, �3/4" THK X 8" X II" DECKING SLOPE POST 3/4 X9 VAI L9 E MICRO LVL BEAM-HEADER 42 / j I 1- u_ STONE STEP m .c.------1H-FOUNDATION � i': ' m ' WELDED TO COLUMN AND � 14 FT +/- .- LANDING PER CODE FOUNDTION FOUNDATION WALL ANCHORED TO FOUNDATION WALL (2) 13/4 X IIl/8 I.9 E MICRO LVL \ 11TT .. ____3 WALLWITH (2) - 3/4" DIA ANCHOR BOLTS3 1/2 X 9 1/2 PSLi;ii ,; 1/2 X 9 1/2 PSL wo5 FT MIN CANTILEVER " -- C_ -- ,_rC! 5 FT MIN CANTILEVER SEE DETAIL BEAM "B" " I I � _ SEE DETAIL BEAM "B" N a- . 4 X I I CUSTOM 5 FT UNIT CUSTOM CUSTOMI 4 X AI I \ RISER HEIGHT CANTILEVER BEAM "B" DETAIL CL— Hl t CL—H2 CONNECTION DETAIL OVERHANG BEAM "A" (U l X 9 I/2 OR(2) 3 I/2 X 9 I/2 4" MIN t 8" MAX a , —— .—. ___ � — — — o WOVEN JOINT u (I) 1 X 9 1/2 OR EXISTING EXISTING BEAM "A" 14 FT +/ NEW2.0 E PSL BETWEEN CANTILEVERS / i v b z (2) 3 1/2 X 9 1/2 WINDOW BEAM "A" WINDOW (I) 1 X 9 1/2 OR 1 w O P E N PORCH I�C H ww -• 2.0E PSL BETWEEN WELL BELOW 4 X 4 POST SEE DETAIL WELL BELOW (2) 3 1/2 X 9 1/2 a CANTILEVERS 2.0E PSL BETUEE r SPACED WOOD o, TO SUPPORT HEADER InD CANTILEVERS W 26.5 FT +/- LVL HEADER NEW SQUARE NEW ov>- a PER PLAN .---END CONNECTOR LEGEND AND ABBREVIATIONS ABV. ABOVE POST - USP-KE8C55 A.S.F ABOVE SUB-FLOOR BENCH COVERED __ B.P. BEAM POCKET O co� o CLG. CEILING SCREENED PORCH nuz +— L 3 X 3 X 3/8 C.B. CONCRETE BLOCKIF INDICATES NEW FOUNDATION WALL EXIST. EXISTINGw THAN IS LESS T I G WOOD >w THAN 30" ABOVE ANCHORED TO CONC WALL IF DECK IS LESSmw t BOLTED THRU POST WITH THAN 30" ABOVE a� THE GROUND FL. FLUSH OPEN RAIL 32" HIGH "n \ TYPICAL COLUMN POST 1/2" DIA BOLTS THE GROUND-� i-"' 6 X 6 ACQ POSTFLR. =_ - � INDICATES NEW WALL FNG. FOUNDATION PROVIDE STEEL CONNECTOR (2) 2 X 10 /�\\ (2) 2 X 10 R N_o 111 OPEN RAIL 32" HIGH \ " " SADDLE TO PROVIDE BEARING o Cy �, CONCRETE WALL • FTNG. FOOTING AND RESIST UPLIFT -__ 1 I\ / _, (2) 2 X 10 INDICATES PATCHED OPENING GALV. GALVANIZED PROVIDE STEEL CONNECTOR -` HDR HEADER SADDLE TO PROVIDE BEARING HEADER POST DETAIL AND RESIST UPLIFT RIDGE PER PLAN STONE SET L.V.L. LAMINATED VENEER LUMBER IN GRASS ANY DECK EDGE 30" OR MORE DENOTES RELOCATED OR OPNG. OPENING � ABOVE FINISH GRADE REQUIRES REMOVED WALL /ITEM P.C. POUR CONCRETE _ !I A 36" HIGH RAIL PER CODE • RAFTER PER PLAN v P.S.L. PARALLEL STRAND REFERENCE, PLANS PREPARED BY DENOTES POST P.T. PRESSURE TREATED LUMBER :2" GAP RIDGE PER PLAN 3 ❑ R.O. ROUGH OPENING 4 X 4 POST A-laCME Associates Engineering & THRU BOLT 4 X 4 POST PROVIDE STEEL CONNECTOR Land Surveying LLC DENOTES POSTED LOAD FROM T/ TOP OF 1■ • SADDLE TO PROVIDE BEARING tC"E14% N yY f' Qualit Control Certification 10-30-03 ® A ABOVE VIF VERIFY N FIELD v i (2) ANDX BSIST UARFBEAMS �O�1 �T J— 0 0 1— A 1�1 ee' '' , ONE EACH SIDE OF RAFTERI ior ( RAFTER BATT OR FIBERGLASS INSULATION SCALE -4 = I'—o" t �� f, 3 S.COLLAR TIE ,s,.. 0661 , r °�gow ;:� : ��:: INDICATES RIGID INSULATION SECTION CLIENT: �nE Py DATE FIRST FLOOR FLAN 10 - 41 - 13 0 8 - 12 - 13END COLLAR TIE. DETAIL The Riegel Residence 10 - 22 - 13 SCALE:SMOKE DETECTOR - HARD WIRED BROOKE GIRTY DESIGN IO - 25 - 13 I/1" -0„ C CARBON DIOXIDE DETECTOR - HARD WIRED Cresent Avenue 261 GRASSEY HILL RD, LYME, CT. 06371 (860) 434-1401 - 10 - 31 - 13 2 STAGE ISLA ENGINEERING SERVICE CO. CONSTRUCTION Fishers Island, I*I�l Y PO BOX 1413, RONKONKOMA NY 11779 DRAWN BY: Phone: ( 631 ) 286-7448 Mobile; ( 516 ) 220-6200 Email: Isla@optoline,net DSN/BG SHEET 2 OF 9 \ AILI \ C SCHEDULE ( wFcv TABLE 3. 1 ) Ala I ' * THIS SCHEDULE MEETS THE CRITERIA FOR A THREE SECOND MATCH EXISTING WIND GUST SPEED OF 120 M.P.H. OVERHANGS A-la BELOW 16'-1" APPROXIMATE CENTER OF WALL / NUMBER OF NAIL SPACING EQUAL EQUAL EQUAL EQUAL JOINT DESCRIPTION COMMON NAILS A-la 3 I/2" A 5'-10" ' 9'-01/2" 5 1/2"// ii i 5 I/2" + -APPROXIMATE — FLASH t SEAL ROOF FRAMING I — — — — — MEDICINE — CHIMNEY CABINET �AT ADDITION WALL Rafter to Top Plate (Toe-Nailed) 3-8d Per Rafter @12",or @16" -\ I _ _ _��_ t' _ _ _ ;--1 Ceiling Joist to Top Plate (Toe-Nailed) 3-8d Per Joist @12",or @16" I k -- CLEAR \ _ CLEARF i II I 0 /V I tiI I ' CeilingJoist to Parallel Rafter (Face-Nailed) 3-8d Each Lap I RqD I SHELF TRIM II� 0 I ,---' TRIM I �I 0 I Ceiling Joist Laps Over Partitions (Face-NailedH0.8333x;) 3-8d Each Lap \ I N I • 3 FT V NITY VI u, Collar Tie to Rafter (Face=Nailed) see tab. 3.4* Per Tie e., I I �a_ W I �I I �4 X 4 POST BELOW 1 (Toe-Nailed) 2-8d Each End X 1 ' WALK-IN 1 C� 1 1101 9 x 1 di Blocking to Roof Rafter kI CLOSET w Rim Board to Rafter (End Nailed) 2-16d Each End I 1 W I I m--k- i- N fir- - I J—i_ I I i BSHAMPOO LT/FAN 4 X 41 n B OC IF I WALL FRAMING \,'( NICHE FIELD LOCATE POST O0 e I NEAR SHOWER I I . 0 t I o / NEW ROOF To Plate to TopPlate Face-Nailed 2-16d \sl Per Foot Q to I PST ; AM 1-IA�J' ' I ' LEVELWOO0 o . II NEW ROOF \ 2 X 10 ® 16" OC I/ P (Foce-Nailed) FLOOR w o o Top Plates at Intersections (Face-Nailed) 4-16d Joints - Each Side = I �� om BEDROOM O NI 5 O- ' Stud to Stud (Face-Nailed) 2-16d 24" o.c. 1 Oi I WOOD FLOOR u FT 01 Z x0 1 2 X 10 9 16" OC > Header to Header (Face-Nailed) 16d 16" o.c. Along Edges m I w `. �� N m I 1 .c-----LEVEL WOOD SURFACE DECK I NEW ROOF > Top or Bottom Plat to StUd (End-Nailed) 2-16d Per 2x4 Stud mowI \ / x u�o SGIESS oz I I \ // A� I z `' I 7----SLOPED ROOFING FLOOR I L� 3-16d Per 2x6 Stud <a I 6 FT F • � -.- � u w w 4-16d Per 2x8 Stud -ne A UNIT / t-\ EXTERIOR RIDIGE ♦ a I I� - �- , -- Bottom Plate to Floor Joist, Bandjoist, 2-16d �w I oc o I \• I LIB I - I Endjoist or Blocking (Face=Nailed) \si,2 Per Foot �� / I // \�. I 4 X 4 1 2 i/ 4: -x Com' I POST ^ © EXISTING w I ' I PADDLE FAN 1 I �I I 48" I z `�' U / - - - - - - - I INTERIOR RID E WOOD = A-lr 3 I/2 DIA STANDARD PIPE T R E L L I S 1 I — :r LEVEL 0 I 3 I/2" I FOUNDATION I CASEMENT CASEMENT ZTOBELOW FL00� FRAMING to of I I I I FLOOR wm I 5' 6" MIN EQUAL EQUAL .= I I I SHOT. R , EQUAL / EQUAL �' / Joist to SiII,Top Plate or Girder (Toe-Nailed) 4-8d Per Joist -L' lu- PST I CATHEDRAL 1 I ' — — — —� — 1 l -/' ‘ 7 — — 4 X 4 RIDGE —' — — — — — — — — — — — — — — — — — — — — — — — — Bridging to Joist (Toe-Nailled) 2-8d Each End zoo B I 1 CEILING I �_ I POST BELOW Blocking to Joist (Toe-Nailed) 2-8d Each End �. I SD �`�_ CURB ] �" B" .� I__� I'M Blocking to Sill or Top Plate (Toe-Nailed) 3-16d Each Block ^oma I I o I11- 26281.1 � EXISTING SHEL1'- � zo I l2) EQUALLY SPACED 4" X 8" 3 FT ) EXISTING WALL BELOW�r 1 - Leder Stripto Beam (Face-Nailed) 3-16d Each Joist Qt„w COLLAR TIES I/2 WAY l k' (t \X WALL Joist on Ledger to Beam (Toe-Nailed) 3-8d Per Joist I I I I 0 0 HALL�c L L \4 o AROUND �7 BETWEEN TOP OF WALL AND -" C '. o` o?Q UP`ER w POST 13,R ,7 3/4' +/-, -t-'- - UNDERSIDE OF RIDGE. I `1- MATCH WINDOW i 9 /2" NOSING TO Band Joist toJoist (End Nailed) 3-16d Per Joist Qwu"�i I I 12608 0 �� e� - HELF )\` m m'' Band Joist to Sill or Top Plate (Toe-nailed) 2-16d \sl Per Foot kwon I I HEAD HEIGHTS � . _ _ � - �- -- : - ,-- ;1F--•_ LAUNDRY r 4 ( : \,_NosIN 1 AI CLEAR TRIM 1l r�� _ �_� � \� � < I ��, 2 FT WIDE WINDOW SEAT I I' , n Q I I ( � II w \-‘-a, \ iw WHOLE HANGING ' \ o i, >��- .-8HEL' ES 1( HOUSE FAN I K� ROD w FIELD VERIFY WALL aSITTI>\lC� AfitE,4OOF SHEATHING -� � � 11NEN °,-� s�I Q I Q 42" L = , -CLOSET II RELOCATSD,I r � � LOCATIONS IN > Q . _ _ _ _ ^\ � I'VE, • , - z STAIR AREA , 1 I— I I $D �✓ 4-Q'4 I j/;'\\ ° 3'-6" I / q t7 p�. ' \ Structural Panels N I ¢ , FLOOR JOIST BELOW C i i z I'� J , I �'' \ " „ a w 1 , o /,� ✓� �TO�` -' SD EXISTING WALE 2 X 10 12" OC I Ics t,_` a BELOW Interior Zone Location, rafter 12-16 o.c. 8d 6 o.c. Edge/12 o.c. Field w _ N '� 3 i'/� , JI ___ BELOW 'r _ -� STAIR RAILING Q rafter 19.2-24 o.c. 8d 6"o.c. Edge/ 6"e.c. Field I I I GUEST 1 \ „ 3'FT t-' 0 34" TO 36" HT SHAMPOO = r:, 1, SHELVES A ABOVE NOSING, -� NICHE I W 4' Perimeter Zone Location, rafter 12-19.2o.c. 8d 6 o.c. Edge/ 6"o.c. Field I I BEDROOM �{ i OPENING GUARD RAIL F� �`---- yam 1 NOT LESS THAN 'Pq 2 1/2" WIDE 4' 0" 2' 8" 3'-4" rafter 24 o.c. 8d 4 o.c. Edge/ 4"o.c. Field EQUAL _ " I y-- - (3) 2 X 4 POST „ „ (4) 2 X 4 < RAIL '""° WALL - ' POST FOR 36" IN HEIGHT I, ` •.Jc�-�_�_� �zmo �i g / I I I PULL DOWN STAIR 2868 �- , I \ RICHARD'S Gable Endwall Rake or Rake Truss w/ 8d 4"o.c. Edge/ 4"o.c. Field =,©. \� I 1 \\- LJ �, i RIDGE BEAM EXISTING o N,I •1 BATH ix2 Lookout Block g / F. ABOVE Goos11 I A-la IH- - - - NECK HALLQ ; )I, NEW SURFACE BEAM IN ATTIC Gable Endwall Rake or Rake Truss w/o 8d 6"o.c. Edge/ 6"o.c. Field NEW ROOF I� ,� , I ir I • ABOVE EXISTING JOIST g / 1, 7-----\ NEW FLUSH BEAM 1t1 IN ATTIC I FT VANITY • �, (3) 13/4 X 9 1/2 I.9E Overhang I OVER PORCH I IQ • 7 �� o MICROLAM LVL---T----- r,2 XI N (5 Diagonal Board Sheathing w' % I ' � y `' I.9E z X EXISTING ggTH� I I MICROLAM LVL ~ Iw 2 X 6 RIDGE q 2468 LT/FAN q A�--EXISTING (2) APOST ABOVE 1 x6 or 1 "x8" 2-8d Per Support /'� EXIS ABOVE—~�' O 0 �;1� I \ SD C NEW (4) 2 X G 1 x10 or Wider I CENTER UNDER RIDGE I I e I1-.1:\‘ -„ „ 3-8d Per Support Q \b‘° , ' 642 BENCH SWELVES 1� r- lALIGN \ !� u I \ RIDGEPOST'1 MEDICINE i1 -� CLOS T /t ' ABOVE I CABINET r 3.5 FT 3 I/2 DIA STANDARDPIPE ”' D '�- _--_1� I J �- `/ y- 'I OPENING \ (-c _.r_ / ,' (2) STEEL COLUMNS RICHARD'S I (3) 2 X 4 POST CEILING SHEATHING _ �, ' i C�U E S T B,4 T H CLOSET --� CONNECTED T6 FACH i • q BEDROOM OTHE WITH STEEL PLATE Gypsum Wallboard 5d Coolers 7"o.c. Edge/10"o.c. Field I I Q �; \ ,,'' ,''`� AT FLOOR LEVEL a �� „ I rh I SD _ 4 X 4 I I a .. , \ „ Yi S P00 1 v ROD I SHELF NICHE z _-� \ �% POST I n w WALL SHEATHING MATCH EXISTING I ,`L- CI I �� I -� __ VERIFY SIZE I / \ � Q ti Q 4 X 4 POST WINDOW HEADER Structural Panels or Panel siding l{I��` T / al P�� 3 • 2868 PADDLE FAN a 1 m I ��, EXISTING \ I I r 1 . ABOVE (2) - 13/4 X 9 I/2 LVL t � w \ / Interior Zone Location, stud 12-24 o.c. 8d 6"0.0 Ed e 12 o.c. Field ` ..��_ �_I__- 'sL�� I '� sD HEADER o \. / RIDGE g / — j == - 7 _ _ _ ' O I 0 . ABOVE O �J-�I "' / SUPPORT------_>.A" I I tT/FAN 1 ��I? �� O \ A : INTERIOR 2 X 10 RIDGE 4' Perimeter Zone Location, stud 12-16 o.c. 8d 6"0.0 Edge/12 o.c. Field P EXISTING - o` �� Bim- '•., \- „ „ I p \ �'' Q / I \/ FIRE PLACE Q Li- I- �O� �; POST/ IJP 2.-I” ./r- / / STUD I I CENTERED IN ROOM stud 24 o.c. 8d 6 o.c Edge/ 6 o.c. Field I T1 Q „ N ��ql t // \�. POCKET I H I VERIFY I y I LT/FAN / Q (X !�\I \ • .' \ �� I ii i MATCH EXISTING Fiberboard Panels I o I r ` °' 6d S3 3"o.c. Edge/6'' o.c. Field rr�, f i '� MBR $,4TH / I m w EXISTING I N z I 7 16 \ 1 I \ L . - I / O SHELF \ (2) EQUALLY SPACED 9" X 8" / 8d \s3o.c. �� I -Op w = - 4 X 4 BETWEEN TOP OF WALL AND l MASTER w QIW >> I- ABOVE u I COLLAR TIES 1/2 WAY 25/32 3 o.c. Edge/6 Field I I I a Ln I i to CATHEDRAL CEILING POST Gypsum Wallboard 5d Coolers 7 o.c. Edge /10 o.c. Field 1 , J/ / BEDROOM tt3 f I -- I, w UNDERSIDE OF RIDGE. z i ,n \ az Q 4068 6" '' I ' b� Q 1 Hardboard 8d Edge/12 Field 1 i ti� CLAW FOOT TUB I w Particleboard Panelsn o — — _ o ATCH EXISTING HEAD HEIGHT 33" x 60" I N `n X41 r � /ALJG WITH TRI CONTRACTOR VERIFY 8 d (A s Per Manufacturer) MATCH EXISTING HEAD HEIGHT w .1r-' - J Diagonal Board Sheathing l I CONTRACTOR VERIFY CENTER HALL �\ !ll�� i S 1�1 _ Q --I- .l I['i==- EGRESS -, 1 "x6" o r 1 "x8" 2-8d Per Support EQ EQ 12 MATCH EXISTING HEAD HEIGHT CUSTOM `--' CUSTOM 1 "X1 0" o r Wider 3-8d Per Support L - - - - - - - - - - - I EGRESS CONTRACTOR VERIFY 1 \GUAIL; 34MN•5 FT MIN MATCH EXISTING I I CURB CURB EGRESS I EAST AS POSSIBLE FLOOR SHEATHING CENTER OVER IDOOR BELOW L — —I — It — 1 L I \ I WITH Structural Panels „ L 0 I A-lr PASSAGE OF 4" DIA SPHERE 1 or less 8d 6 o.c Ed e 12 o.c. Field - - - - - - - - - - - OPENINGS NOT To ALLOW g OPEN PORCH BELOW L - -.-.-.-.-.-. 1 — greater than 1 " 10d 6"o.c Edge/6"o.c. Field o Diagonal Board Sheathing w 1 "x6" or 1 "x8" 2-8d Per Support r 1 "x10" or Wider 3-8d Per Support z NEW BALCONY o . o LEVEL WOOD DECK ON OL TAPERED SLEEPERS ON 1 Nailing requirements are based on wall sheathing nailed 6 inches on-center at panel edge. o EDPM ROOFING SYSTEM If wall sheathing is nailed 3" on-center at the panel edge to obtain higher shear capacities, o nailing requirements for structural members shall be doubled, or alternate connectors, suchto as shear plates, shall be used to maintain the load path. V 2When wall sheathing is continuous over connected members, the tabulated number of nails — shall be permitted to be reduced to 1 -16d nail per foot. 3 3Corrosion resistant 11 gauge roofing nails and 16 gauge staples are permitted, check A-la Residential Code of New York State for additional requirements. REFERENCE; PLANS PREPARED BY CME Associates Engineering & C O Q O Of NEA yO Land Surveying LLC 44' NY is Quality Control Certification 10-30-03 03 SCALE 1/4" = I'-O" Z P��'r 9\ t y r egi v CLIENT: TITLE SECOND FLOOR FLAN REVISIOIO • ' pus `ONP� DATE - 12 - 13 The Riegel Residence BROOKE GIRTY DESIGN IC - 22-1 - 3 SALE I/2" = r-0" C r e se n t Avenue 261 GRASSEY HILL RD, LYME, CT, 06371 (860) 434-1401 10 - 31 - 13 — 3 STAGE *I Y ISLA ENGINEERING SERVICE CO. CONSTRUCTION N Fishers Island, I PO BOX 1413, RONKONKOMA NY 11779 DRAWN BY: Phone: ( 631 ) 286-7448 Mobile; ( 516 ) 220-6200 Email: Isla@optoline,net DSN/BG SHEET 3 OF 9 USP-LTW12 CONNECTORS STUD Al , (1) USP-LSTA30 STRAP TOTAL (12)-10d NAILS A—la \ �� ((12) 8d NAILS TOTAL HALF OF THE FASTENERS \(4 0 ON EACH END OF STRAP 1 I - USP-LSTA24 CONNECTOR A-la ,11 \ i .- TOTAL (16)-10d FASTENERS TO STUDS. ,. EVENLY SPACED COLLAR TIES \ \ T SPANNING BETWEENDDROOF QQP \ \ RAFTERS. ADD RAFTER IF NECESSARY FOR EVEN COLLAR ` ►-� ►� ix �' TIE SPACING. SEE SECTION AND ` s USP-LTW12 CONNECTORS SECOND FLOOR PLAN. RENOVATION REVISED �'\ , TOTAL (12)-10d NAILS CHIMNEY \ HALF OF THE FASTENERS — — ON EACH END OF STRAP 11 - ' Olt rr__ �.J N 04 /t i1 I v 11 u_ �4 X 4 POST BELOW �_ TYPICAL FIRST/SECOND FLOOR 0I I CANTILEVER STRAPPING DETAIL o TYPICAL RAFTER STRAPPING NOT TO TYPICAL RAFTER—CEILING JOIST NOT TO SCALE NOT TO SCALE CONNECTION NOT TO SCALE N SCALE 7 a it I W n, / NEW NEW ROOF < -› / i \ (1) USP-LSTA24 STRAP NEW ROOF 2 X 10 ® 16" OC Mi AT EACH RAFTER. \ / 2 X 10 s 16" OC J (16) 10d NAILS TOTAL \ / I I / \ III I I ° 2X STUDS, SEE PLANS / v \ \ / w I \ o° o _ � x 00 00 USP-LSTA9 STRAP AT EACH STUD. / CATHEDRAL z `" TYPICAL RIDGE STRAP NOT 00 FASTEN W/ (8)-10d NAILS EACH COIL I p x CEILING BELOW I TO SCALE 0o °° STRAP SHALL LAP UNDER SILL PLATE & / \ 00 0o MIN. 4" ABOVE SILL ON OTHER SIDE OF 00 °0 WALL STUDS (NOT SHOWN FOR CLARITY m ° PURPOSES) I 0 / ADDITION ROOF 0 0000 \ rJ °° o°� / O o0 \ II 00/ 00 2X PLATE, SEE PLANS I I I /Do Q o� rk 3 1/2" °° o I I — — - (MIN.) oi o LI/_i___ — — _`. — — — i NEW ROOF w S/B" DIA. ANCHOR BOLTS @ 36" O.C. AND WITHIN 8" FROM CRICKET to I END OF EACH PLATE SECTION. I I H w 0 BOLT SHALL EXTEND 7" INTO CONCRETE FOUNDATION / #-"19 —I < OL oo 2x P.T. SILL PLATE I I I z x ALUMINUM TERMITE SHIELD IFOUNDATION N " C I EXISTING ROOF W PORCH RAFTERS i CONTRACTOR TO VERIFY NOTE: 4+0 I 2 X 8 ® I6" OC > ROOF CONSTRUCTION AND ALL METAL HANGERS, CLIPS, NAILS, BOLTS SCREWS, ETC. 2 I 7 i ITS SUPPORT IN DIRECT CONTACT WITH PRESSURE TREATED LUMBER TO BE TRIPLE DIPPED GALVANIZED MEMBERS APPROVED BY A-la MAUNFACTURERE TO RESIST CORROSION FROM PRESSURE TREATED LUMBER ❑� (3) 2 X 12 DROP RIDGE BEAM NOTE=S: TYPICAL SILL INSTALLATION NEW I I 013 t= 1. USE USP LUMBER FASTENERS OR APPROVED EQUAL. I I 2. THIS SCHEDULE MEETS 110 M.P.H. WIND LOAD CRITERIA. NOT TO SCALE PORCH ROOF I BELOW III PIIIA\ � RIDGE POST BELOW r II / \ TYPICAL SILL CONNECTION NOT TO SCALE I A I / I II \ / N A I I / Io / th, \ o _, . 1 . / _II ,_,_ / > 1 1_ 0 n N O � p m m W II 13 0 ui X / m zCCI ~ n I °° I Q in " \ ( I w X CATHEDRAL ,\(� N wm / a z N m CEILING BELOW �Q� W / +4O I / EXISTING RAFTERS BELOW c-Y, EXISTING RAFTERS BELOW N I \ II / o r- I 2X8916" OC 0 / 2X89I6" OC \.- \-- HEADER I w w / \ ° ° ° IIL / co W \ — — - - — JII ti / - Jv oz o Z V L - Q USP RS250 COILED STRAP OR APPROVED I o I4 FT ° ° EQUAL FROM STUD TO HEADER MIN. 24" z ix LONG AT ALL HEADER LOCATIONS FASTEN >I W/ (16) 8d NAILS ----V NLL_ I I L — I A-lr TOP PLATES 2x STUDS SEE PLANS FOR '■ SIZE HEADER PER PLANS SEE PLANS EXTERIOR -�N. — j I" VIEW �� — USP MP4F CONNECTOR, 16" O.C. FASTEN W/ II (12) 8d, 11/2" LG. NAILS FUTURE BALCONY BELOW ;( USP P5250 COILED STRAP OR APPROVED MIN. (2) 2x4 AT FRAMED OPENINGS EQUAL FROM STUD TO HEADER MIN. 24" . LONG AT ALL HEADER LOCATIONS FASTEN SHEATHING PER PLANS W/ (16) 8d NAILS 111111 RIM JOIST USP RS250 COILED STRAP OR APPROVED EQUAL FROM SILL TO TOP PLATE 0 L_ A I REFERENCE; PLANS PREPARED BY HOLDDOWN CONNECTORS - REFER TO "TYPICAL SCALE I/4" = I'-O" of NEW ,0 CME Associates Engineering & CORNER HOLDDOWN DETAIL" oc PINY l& °t. Land Surveying LLC NOTES: � Quality Control Certification 10-30-03 1. USE USP LUMBER FASTENERS OR APPROVED EQUAL. _ '1v, SILL PLATE - REFER TO "TYPICAL SILL ,= / 2. THIS SCHEDULE MEETS 110 M.PH. WIND LOAD CRITERIA. a At Ima CONNECTIONS" DETAIL a TYPICAL EXTEIO PAM ED - POURED CONCRETE WALL 0FEss1* CLIENT: TITLEI REVISIONS: DATE 0 0 F L. A N 10 — 141 — 13 08 - 12 - 13 OPE \ I \ C ESCHEDULE \� , The Riegel Residence BROOKE GIRTY DESIGN 100 -- 22- - 13 SCALE: TYPICAL GARAGE WALL I/4" = I' 261 GRASSEY HILL RD, LYME, CT. 06371 (860) 434-1401 10 - 31 - 13 RETURNS FASTENER SCHEDULE NOT To SCALE Cresent Avenue STAGE *I�/ ISLA ENGINEERING SERVICE CO. CONSTRUCTION — 4 Fishers l S l a n d, I�t I PO BOX 1413, RONKONKOMA NY 11779 DRAWN BY: • Phone: ( 631 ) 286-7448 Mobile; ( 516 ) 220-6200 Email: Isla@optollne.net DSN/BG sl-IEr if of 9 •... ens it, .11.1100.._ 1...IN44....„..._ p_,_ -KEY STONE ii---/ . .. ADDITION _ ›- , • • • ! PROVIDE ROOF FRAMING OVER ADDITION SECOND • 11 FLOOR. CROUJN MOULDING . .. . ..---- --------- ----.__.-_-- --=-2' A ..c."------------7 EXISTING ROOF TO REMAIN 12 NEW SECOND FLOOR BALCONY SHOWN _ PROVIDE GUARDRAIL IN FRONT OF DOOR ' 1111161111:-:Milit-Mb: --------------- __ 5 NEW ROOF - SPECIFY MATERIALS OR SEE DOOR ON RIGHT MATCH EXISTING ROOF CRICKET - ..., . .--...... .....4.................. --- • --- __---- .,..dittommmommor lir ..... jon.!,...a..... --_____ ....„ ROOF INTERSECTION , ....- .....i1111111111111111111111111111 Mr Ada Oa, 11.2.01122111MIE12111112.- , - ...,-- 1 ? --- ---- _.a1d111111 I 4111111 r 1E1 itanniliti....rik. --1 1- EQUAL ___-- - ..- _..111121111111111III12111111221111111 II Ai' I in II InnininninniniMillikihrii -- _ 11-11 11°1691,1 ALIEVA 1111isis.-..-.1■1111 1 milILIMME171 GUARD RAIL - NOT LESS THAN : kilith. 36" IN HEIGHT 1 I ,tommmlimm minim imir mmwomm iiiiiiIkb. 1 , _.iiimo11111111121111M11.1111111111111111111111111111 r i 11111111111.1111111 I ____________________ ____ ___ -- =77___ __ __ - ---211112•111111111112111111111111111111111111111101111 § MIIIMINIIIMINIMINIIIIIIIIII IIIII21 .- ,•iirAk________________________ _________________ _______________ _ --e 1111111=111111f , 1 : . T 1. . IIININIZERME-- i,. , !I ,11_,‘ 11-114111.119- girlir "nil nil' 1 . i \, 1 FY-rirl4r' I -L ' '' ' ' . '. : intr. _,A,H. :-,,.1.,,.-',„.c,-! . Hy,yl.r.,14.1,1..:L- I 1HY-r'1-L-:-::: -4-1:',":,--;',''-ji-,-: '7-4-'1,1'4' ,r1-',-;--Y-r---'--,- 1 '.-l'?I'l --L.L.-1.-L I 1 I'-h-1 .I___- . , i ling 7 i i 1 , ....1 wi \\ , . . „ / i . < '--' H'- _ ---', Anninnill Innni ' ' I 1.1.1.11111.11 NO ill .' j II 111 2 -71- ii7:16.11 \ ,, , IIIIIIIM111111111 F--,: / . .„ , . . H : -77-.-17, DO NOT ALLOW PASSAGE _r:I,T,'7:..,I I.:: - ' p . _ . _ ,sr 1 -\ ESSEK fi i'l, /' 1..r.,;- ,.',,..1,,, \ I OF SPHERE 'I" OR MORE r --▪'-00-5-H-.±.4 •,_.,.1,1.1„.,,,. T:y-,,,,.±:„-.,-L-.r.-.:1-.F. 4:':' 60 8 . . , , , , IN DIAMETER. ------------- ----. L,1--T'4.--,1 r.'l'i-.-I'IL: l',':. 444 111.mime' iii , / 1NINA , sulo mammon. i Lit,i \ ,,-;,-,-. r- X . ''''''''-''-'''-'''- 'it.ii.L-C:'i'1.1:''; ,,,,,i__ Ii 1121 I_ / \ In _Ili / i \ .M1111111112111 ;1.I...i..11 , , .„ . ., ( TYPICAL AT ALL RAILS ) 0 , : . 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CONSTRUCTION Fishers Island NY 1 PO BOX 1413, RONKONKOMA NY 11779 DRAWN BY: Phone: ( 631 ) 286-7448 Mobile; ( 516 ) 220-6200 Email: Isla@optollne.net DSN/I36 SHEET 5 OF 9 I 2" VENT---c THRU ROOF 1 1/2" VENT_-_---- i... SHOWER - -r C ADDITION 1 1/2" VENT cr2,, VENT TOILET n ftNK I \ l ,.. c , , ROOF CRICKET `•' 1 1/2"-o ROOF INTERSECTION \ 2 3'� `_E EQUAL EQUAL y ATCH EXISTING CLEAR WALL TRIM �,EQUALS EQUAL CLEAR WALL TRIM 2 3„ CEDAR SIDING SEE PLAN SEE PLAN NEW BATH ION SECOND FLOOR - = - LL , _� .'++'h','N4'+5r1, 4u"-r'4,'+'n 4'_u LL',4,41,14','-' a4,t-'45i,4:i`T4,'t.,- ,47-1,- + tit'+''. 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I ■ ■■1■pl�nm■■I■�■1 ?JAI PERGOLA �4 ,:,. �I L . ■1 ■m 1i =il�■ ■n■tpp■■m ; 3" APPROVED SANITARY ;, �, n / \\ �■1■nl n I NEI 4 ,44.I-5T, 7'1 + h f , 4 1 1 ++ u+k+ ----aim ...mu miiiCiip■ SYSTEM 1�I744 LEVEL WOOD DECK OPEN RAIL PER BEAM PER PLAN TAPERED SLEEPER ® I6" OC ELEVATIONS FLASHING HOLD DOWN STRAP - _ _ _ - - --- EXISTING RIM EDPM ROOFING w SCUPPER 5/4 LEVEL DECKING SLOPED ROOF BLOCKING EACH SIDE I/2" DIA BOLT �---2 X TAPERED SLEEPERS ® I6"OC 1��// ��CLIP-EACH SIDE THRU RIM t ; ' RIDGE BEAM i �I1 LEDGER 24" OC �� 1 DRIP EDGE FLASHING a y EDPM ROOFING SYSTEM ON ♦ 1.1PER PLAN !I VENT/ IF 1� 3/4" T t G PLYWOOD SHEATHING HOD DOWN(CLIP �1STRAP HANGER 12 � _� VENT JOIST PER PLAN - MIN PITCH I/8" PER FOOT \f,lll.� 1/2 ROUND GUTTER STRAPPING BROSCO METAL JOIST HANGER ON 2 X 8 LEDGER ■ BRACKET 4Imo` 6 MATCH EXISTING 8019 BED VENT `=='! DRIP EDGE 2 X 6 TIE AT •t'y - COLUMN PER DECK CONN BRosco =- EACH RAFTERAir ,, 1IV, R-30 (+) ICYNENE PER SPEC SPECIFICATIONS DETAIL 8019 BED I I STRAPPING INSULATION 4:11),,r, y�:1,,r JOIST BEAR ON LEDGER I �`-�d BAFFLE ,.��' �►�+.�/ Q��4 PORCH EAVE DETAIL ALU ,1 ALIGN 6 X 6 POST ,..,42-40% �Edi EDPM ROOFING----____FLASHING\ 1� . ►� ----401r- -----441° �� 5/8" CDX FIND-- -----1 DECK EAVE DETAIL BATT •s $'4�- \�� A1'1 E L I'd S DO NOT ALLOW PASSAGE �c.�s� STRUCTURAL COLLAR ` �� BED ROOM METAL JOIST HANGER OF SPHERE 4" OR MORE SECTION ❖wr.•s.•r.•aua.•rr•.mr.❖rvm•...•.;: TIE PER PLAN -Z✓ BEYOND mss- aif��i��i�!��1��16, EACH SIDE OF RAFTER < �/1 LEVEL WOOD DECK IN DIAMETER.A 1 MATCH EXISTING EAVE HT ON SLEEPERS ( TYPICAL AT ALL RAILS ) w.117•. L -1 : I ROOF CONN Q • -- II DETAIL MASTER SHO ER , vv AMELIAS - _ 'Mr �� / BED ROOM `;/ I'� RAFTERS 2 X e a 16" OC �\ I m BED ROOM II CEILING JOIST 2 X 6 e I6' OC ;� VAN SOUND INSULATION // \\ I DOOR • \ L;:__... _.:. :-. I' � s\ • PER SPECS 1 \� -I ��gL�Q�Lp��q��y�p <--NEW JOIST PER PLAN 1� JOIST PER PLAN 1. • \ / SOUND INSULATION I � I N `\ �m1ar VENT - ---- VENT II f i __ � ': `>�it REMOVE CEILING A � BEAM � SII / 1: \ / \- / 61 \ / I FLAT CEILING PER SPECS BLOCKING FLAT ECEILING_ PER PLAN '• 1 L---- MINIMUM SLOPE ti l I / \ / 1 I/8" = I' O" WOOD DECK STRAP HANGER ..�.� �' / GARAGE BEYONDNEW •�� i� �I♦ 1��► �►��►��► ♦t�♦ • '? • �� a Immo��I' N N N DININGSLOPED AI _! W NDOW--: SLOPED ROOF—�1�1 IF y( �� II�N►�i�►��►i��►�I►* Im 1!i7�imi4"- m ny- . �. � 6 X 6 I J1 �7 • . I POST PORCH R C H LIVING I ..,..._6 BRACKETS/ 11/2 ROUND GUTTER I'-I" '�,j R-20 (+) ICYNENE PER SPEC L.1 X 6 POST I, :i RAIL PER PLAN I�'��.�'�'�•' ROOM v., 1 \\ \O (�.//'1 \ .i I I I ' I � Jij NEW _ SLOPE DECK 1/8" PER FOOT 'iiii - ' ��•1 mtit��♦♦a 4 9�-R-2o (+) ICYNENE PER SPEC 0��q�p�q��J��LpLy��y9 1 `— H GARAGE I DooR\ToIN hil"� INi 111 It l 1 II Q1 II BASEMENT - COVEREDlk< • t EXISTING 1 DECK EAVE DETAIL HALL k.11_•.x_ara_:.r3 ..1:u.v.?>r"_.xrh"shat ,,..itk• ..ti#i�3ri:sr r: eg;•. :;e+.' L ;� } i PORCH I I I I I I CRAWL SPACE R-20 (+) ICYNENE PER SPEC •• 4 ; ,F' '`°'•"�''" °°�"¢'� `'? a`'��'°�`ra"' •- `'='"- ELEVATION • I I I I I I I SLAB, VAPOR BARRIOR t I I I l 12" DIA COLUMN I o / FIRST FLOOR / '� DOUBLE JOIST NOT I I 1 1 1 1 1INSULATION PER SPECS I I - / y! ATTACHED TO STRUCTURE EXISTINGT — ��F'C'X4,000 PSIC FOOT1�5 BAR / •. I I I I I I BASEMEN I I ( TYPICAL FOOTING FOR FRONT COLUMNS ) I 5 \\ aS•Y:4.°04°�s1.°,,--aS iA.7 0.`ZaS}b.avem aL 3aS=,D.°,-4,4;aS ti aS,A,-:xwm—rge aSem a4 r r sibs i�nlugm a:;,�,a ^4,, a4°i°',aa,msb^s aS a.asg�. 1 I 18" DIA 5 i i :;I CONC FOOTING INSULATION PER ,4-�d L ' i � I OPTIONAL A— �d SPECS 1 _�d L J I '�, ----------WATER TABLE TRIM 1 1 .,-.,.. - r. ..,1.. 1 _ OPPOSITE HAND ii 2 BUILDING SECTION 5 EAST PORCH 3. BUILDING SECTION a NORTH PORCH Allk BUILDING SECTION 5 2nd FLOOR ADDITION A—la SCALE I/4" = 1'-0" A,--I SCALE I/4" = 1'-0" AS PER CODE, THE DECK SHALL BE FREE STANDING, A—la SCALE 1/4" = I'-0" PORCH CAN NOT BE ATTACHED TO FIRST FLOORROOF SHINGLES - PER SPECIFICATIONS 715# BUILDING PAPER . ______/ ICE t WATER SHIELD BARRIOR UNDERLAYMENT FLASHING FASCIA TO 36" ( MIN ) INSIDE INTERIORSURFACE PANEL 1'' \ INSULATION ,,- SHOWER 1/2 CDX PLYWOOD SHEATHING �ilT� BAFFLE RAFTERS PER PLAN RAFTER PER PLAN ® 16" OC ,,, HURRICANE ANCHOR 2 X 8 JOIST a 16" OC H CANT STRIP ALU DRIP EDGE ��•�♦,,�j�♦.♦�,�♦�♦,♦�,�•••�•--R-38 YP CIAL A TT C INSULATION FLASHING DOOR EDPM ROOFING 2 X 4 9 16" OC �I.I' • CURB-. .1--- 1,_____. _ SCUPPER PER PLAN 1 �1 ALL BOARD -!_,,- _ _ _ \ I IJE._�-HEADER PER SCHEDULE PER SPEC H LPe!!IIi , ♦'• , • 'i - _____ _ _ � TYPICAL EAVE MATCH EXISTING EAVE XIC0LUMN V V/ SE-A---itf intll I BEAM PER PLAN SLOPED ROOF 1/8" PER FOOT JOIST P ��_t ISCHEDUL� PLAN, ELEVATION o 6 X 6 COLUMN ACO UNDER EDPM ROOFING PER PLAN --7- (2) L4 X L3 X 3/8 ON BOTH SIDES OF GIRDER PER PLAN, BOLTED I . THRU GIRDERS WITH 1/2" DIA EXISTING WALL STAINLESS STEEL BOLT t tWil ANCHORED TO FOOTING WITH 1/2" DIA ANCHOR BOLT FLASHING 4° BUILT-UP JOIST USP HANGER JUS26-2 USP - POST BASS EPB WALL BOARD USP-POST CAPS PER PLAN (4) - I6D NAIL TO HEAD 2 X 8 4408 (8)-16D NAILS 2 X 8 EXISTING FLOOR TYPICAL EXTERIOR WALL CONSTRUCTION I PER SPEC PCM 46 (4) - 16D NAILS TO BEAM ° ; SLOPED DECKING JOIST ♦ e111 USP-HANGER JUS 26 CEDAR SIDING PER ELEVATIONS ;�j ICENENE BEHIND ELECTRICAL ��****+� I {��(4) - IOD NAIL TO HEAD t►� BLOCKING---OUTLETS ( SEE SPECS ) GIRDER PER PLAN �� (4) - IDD NAIL TO JOIST DOW BLUE OR EQUAL HOUSE WRAP �� 111111MI SKIRT BOARD - LOADED JOIST -- �.� WATER PROOF c_ PER PLAN�� SECOND FLOOR 1 10 I SHOIUER ,--- PLASTIC AZEK FLUSH BEAM (2) 2 X g II � LAG BOLT ADDITION 1/2" CDX PLYWOOD SHEATHING 1 i i � � PER PLAN ACO BEAM `` '' AIR FLOW SHALL BE PROVIDED ° b ¢' 7°cbp °e °pper°moo °� P �� m� �o o°'P �� o°��d°��o°��o° o ° o$o° �O n C •.nUC -..tri O `� O ° ° O O g13. O O O O O 2 x 6 WOOD STUDS 16" OC t♦� ° .8,,,f,4,,,,..8."5,,,-8., J,.81,,,,5 ��" �8" a" 2" MIN CLEARANCE Po"8"b" v0,5 "°�°,f,0 4.00"a•e', �,8"�,°�°,4,0e5 , 0° d,,,, �i�i�i�i�i�i�i�i•P.., I — S '° 8tr, ,sq o- °Ste,S a_a�,S $,.S, $ R S„q 8°_a_ 8° ��'�� 1� �W 6" R-21 HIGH DENSITY BATT INSULATION WITH �� a ^ I� s EXISTING FOUNDATION '' iI' \ VAPOR BARRIER ON INTERIOR SIDE OF STUDS PROVIDE PERIMETER DRAINAGE II I // \\\ � '♦♦♦♦♦6 1676 R-20 (+) ICYNENE PER SPEC I PIER OI PPLAN ER FLUSH FIELD DETERMINE ER \ FLARED SHINGLES i X12" DIA COLUMN 18" DIA CONC FOOTING PARAPET bl 10 Z BEDROOM SHOWER �►� HALL / _ t•4 LL 3'-6" LONG I — 17 PIER ALTERNATE ' (-- i' —.II r .-- I ,' 3 FT MIN BELOW GRADE DENTIL BLOCK I \ / PER SPECS F'C = 4,000 PSI 12" DIA CONC PIER ON �(2) 45 BAR 1'-6" X I'-6" X 1'-2" DEPTH °I I \ / , �_ TYPICAL FOOTING FOR OTHERS CONC FOOTING W/ (2) REBARS I'-6" X I' 6" CONC FOOTING F'C = 9,000 PSI p p F'C = 4000 PSI ( TYPICAL FOOTING FOR FRONT COLUMNS ) EMSES N'9!ll ti��1��1�ti�11v1�1��1�1�ti�ti�1��ta�ti�1��... 4-••��-11:1--=,�':=7-14 A .111111 — li Ai / FLARED SHINGLES �� CLOSET ; _� /2 ..1-1.::: L Ill CRATE L .- APRON HALL AREA LAUNDRY SLAB PER PLAN TO 5 DETAIL DECK EDGEDETAIL BEAM CONN GARAGE 5a ilu4g THICKEN a 4 FOUNDATION COATING SLAB " "' BELOW GRADE GRAVEL kW' -7SCALE 3/4" = 1'-0" A-la SCALE 3/4" = I'-0" BASE n ( Erli. WEEM 1 _,_1" CONC WALL t FOOTING .`', ! • PER PLAN ,_. he_ D = f —TIOINI .:.;.::.:). -. ..:..r.:,;...:.. .. CLIENT: TITLE: —1— ION DATE: SECTION a MUD ROOM t PARAPET �I R�sld�nc� • - 31 - 13 SCA 08 - 12 - 13 fl TheRlgWALL SECTION 5 2nd Fl ADDITION BROOKE GIRTY DESIGN LEAs NOTEDSCALE 1/4" = 1'-0" 261 GRASSEY HILL RD, LYME, CT. 06371 (860) 434-1401 a �A- 1a Cresent Avenue STAGE: 7 ,�—la SCALE 1/2" = 1'-0" V ISLA ENGINEERING SERVICE CO. CONSTRUCTION Fishers REVISED RENOVATION Island, NY PO BOX 1413, RONKONKOMA NY 11779 DRAWN BY: Phone: 1 631 1 286-7448 Mobile; ( 516 1 220-6200 Email; isla@optoline.net DSN/BG SHEET OF 9 I I 2" VERTICAL - UPPER ROOF HEADER- I 1 1/2" VENT ( I 2" VERTICAL — — UPPER ROOF HEADER r T _ At -r- 1 1/2" VENT — - - — - - '� (1) USP- 22) 10 STRAP AT EACH rn--.1 1/2" VENT I _ _ — — 1 / ') \ RAFTER. (22) 1od NAILS TOTAL 1 1/2" VENT. 1 1/2" VENTwo r - - - — -r — REMOVED NEW NEW TOILET ( 1 1/2" VENT I 9^ r I ALL ARCHITECTURAL AND n NEW TOILET ,„„4 SHOWER \ THREE TAB ROOF SH NGLES TO RECEIVE (6) FASTENERS SHOWER TUB / I . ' 1 1/2" VENT 1 1/2" VENT PER SHINGLE REMOVED REMOVEDNEW SINK -rr-�'$ T--- �flr�_ REMOVED \ f � I NEW9, nnNEW �— r I- r T { SINK� � � I=__=I // \\ o-1 1/2" I S, I \ _ l \ / I AT CATHEDRAL CEILINGS PROVIDE l� SINK37=-2" SINK SINK TUB I I SHEATHING TO RUN TO _ I TOILET I J \\ TOP PLATE & BE FASTENED USB RAFTER SUPPORT CONNECTORS 1.1-1 r I �_ � � �3 NEW MODEL NO. MP9 AT EACH RAFTER/ W/ 6d DEFORMED SHANK ( ,- / I o-3" o-1 1/2" I T I RIDGE CONNECTION. (EA. SIDE CF I �� NAILS AT 6" O.C. AT EDGES 1 I RIDGE) PROVIDE (6) 10d NAILS IN / \EW 2 3„ 2" � I RAFTER & (6) 10d NAILS IN RIDGE allNE • (1T EACH RAFOTER HURRICANE ANCHOR ---- ______1-__ k__ GUEST BR-4 BATH 3" —0 3" 2"-r=1 -_- 3 NAILS IN OLD NBR BATHROOM ---" __ NEW 3 \" GYPSUM BOARD INTERIOR RAFTER SPACING 16" O.C. MAX. FINISH. 1-}" LONG TYPE "W" 9 TO RAFTER IV BATH 3» - o SABLE R-702.23 O.C. PER g 8d 8d NAILS INTO STUDS S 2" VENT .5 ��lll VINYL SIDING, 0.12 NAIL, 1-\" LONG THRU ROOF AT EACH STUD 1 1/2" VENT I 2" VENT 3" SHOWER -r' THRU ROOF �� (1) USP KLFTA CONNECTOR AT 16" O.C. PRIOR TO I (16) 1Od FASTENERS TO STUDS. 1 1/2" VENT cip q�-2" VENT FUTURE ADDITION I I I I TOILET SINK I I I \ / I I 2" VENT-ID 7/16" APA RATED THRU ROOF FASTENED SHEATHING TO WALL STUDS W '" �— 2" HEADER VENT ( / I 1 6d DEFORMED SHANK NAILS AT 12" O.C. 2 1 1/2"-E] - _ _ _ _ 1 1/2" VENT - - I �� 41- N i ,3 -= I I 1 1/2" VENT- ,r o-1 1/2" VENT 3„ -� TO EXISTING 0 APPROVED SANITARY 2 ITOILET 3" n R n I 1 I 1 SYSTEM _ WASHER NEW BATH ON SECOND FLOOR \SINK/ 6d DEFORMED SHANK OR ANNULAR I I I sm_s- ) RING NAILS AT 6" O.G. ABOVE GARAGEL SINK --c-' ,, , ALL PLYWOOD EDGES ANCHOR BOLTS, SPACED PER 2" VENT I PLANS AND WITHIN 12" FROM END ■l 3" o-1 1/2" OF EACH PLATE SECTION. BOLT SHALL 2"-ED I EXTEND 7" INTO CONCRETE FOUNDATION FUTURE ADDITION 2"-0 I o-3" 2---7-j---------\---7,--±"--\ RELOCATED n LAU\DRY EXISTING LAV 3" o L C.O. 0\ FIRST FLOOR 3„ —> TO EXISTING 3 3" APPROVED SANITARY I SYSTEM 2" VERTICAL TY I C A TWO STORY WALL UPPER ROOF HEADER PLUIV3I \ G ' ISE DIAGAV I - 1 1/2" VENT PASTE \ - R Sc II- DULL_ --r- ri _ NOT TO SCALE 1 1/2" VENT--,o 2" VENT-1 4 1 1/2" VENT NEW I NEWSINK I NEW SHOWER TOILET WASHER 1]-2"" VENT I n ft n r THRU ROOF \ �SINK� I REMOVED REMOVED [J--- I U r I , REMOVED I o-1 1/2" �, I TOILET I , \ 2"-= J— o-2" I -- -, ) SINK lI _, \ 1 2"-m I Ez-_-]:....t..../ k- - - -I I I 1 -2" VERTICAL _ r/ I \ TUB / 2" UPPER ROOF HEADER I 1 ` r t__3" 1 1/2" VENT / l \ , � � II-- 1\\- -7/7"4"....''..\ 31-r= NEW BATH �-- — _ L _ l , , l — - LAUNDRY ____ OLD 3ATHROON ------- 1 1/2" VENT---:: 3" 3" 2" VERTICAL I 1 1/2" VENT UPPER ROOF 1 1/2" VENT SHOWER I 1 1/2" VENT --- 2" VENTS I NEWSINK N EW 41 --) 1 1 2" VENT I RENOVATE I TOILET n R n BAR SINK I I / 1 1/2"1 1-- -ii: VENT REMOVED REMOVED T rift, REMOVED I SINK I REMOVED �____ T I L TOILET r'ft ' — —7 I I 2" VERTICAL I SINK l \ SINK / I TOILET I II 1 1 1 2" - - - UPPER ROOF HEADER \ / �- I / REMOVED I - rt -' -_ - -' ) I TUB / I l REMOVED - - - 1 I Lr 1 r— -1 — - ` J 7 - - - � o-1 1/2" I \ / Ti t � � DISH— \ SINK / I DISH— tel I I ,---- I- ■■ 3„ IWASHER I r SINK WASHER m1 1/2" I i / I \ ) l I o-2" ■ � l1 I I •i 2" L - T - J I --1� o- : -- -` REMOVED 3„ pF NE(ti E]-2" = 2" 2" �� 3" o REMODELED GUEST At' .V\ ''o4, J I J I o-2" 3LIVING ROOv I EXIST GUEST BATH BATH #1 * :,. .A, , NEW POWDER s i REMOVED I 3-0 3 / C.O. y --!it .-. I EXIST KIT ISLAND ■, 3" NEW KIT COUNTER ROOK #2 = 3" ,6?), °6b7P��>� I• R ATION .<--_ .._.....--"-- --,, CLIENT: TITLE: SECTION DIAGRAM REVISIONS: DATE: TO EXISTING 3PLUM I \ G ISE AGAV 10 - 31 - 13 08 - 12 - 13 The Residence SANITARY BROOKE GIRTY DESIGN SCALE: SYSTEM 261 GRASSEY HILL RD, LYME, CT. 06371 (860) 434-1401 AS NOTED Cresent Avenue B STAGE: - ISLA ENGINEERING SERVICE CO. CONSTRUCTION Fishers Island, NY PO BOX 1413, RONKONKOMA NY 11779 DRAWN BY: Phone: ( 631 1 286-7448 Mobile; ( 516 1 220-6200 Email: Isla&optoline,net DSN/BG SHEET OF 9 EXISTING DROP RIDGE BEAM . 400,0001110 PER PLAN NEW INNER RAFTERS III ---- LAPPED ONTO EXISTING 2 X 4 TIE /- 2 X BLOCKING AT EACH EXISTING RAFTER ATTIC EXISTING ROOF\ e`' ,% X <--EXISTING POST leio/�'►, OC I'�!Ap �%s•.. R-38 BEAR NG ON NEW BEAM R-30 (+) ICYNENE PER SPEC ��f !Aid-'% sf, l2" BATT / \' -11110,---- -, � �� l��i�� '/NEW FLUSH BEAM PER PLAN / DECORATIVE COLLAR / \ _ TIE PER PLAN I Ari .--III I f V_ - i NEW CATHEDRAL CEILING I �'I EXISTING EAVE/7. I I L / \ / I I / a SOUND INSULATION / \ RICHA ID'S I IzQ / 1 PER SPECS N>rW DOOR-----'" / \ BEDRO,0M #2 1°- / NEW BATH �.: / \ / i 1 w / PER PLAN SITTING EXISTING RIDGE BEAM / \ I I a / AREA NSW RAILr AND POST PER PLAN \ o o / �\ o Io C\ o L I BOTTOM RAIL \ NEW CLOS'�T \ I I o_ \ RAIL BASE----. ..`' \\ // \\ 1 \\ r EXISTING " ti/ l \ I rkl STEEL ANGLE ATTIC it •.1'!