Loading...
HomeMy WebLinkAbout41182-Z J �o�sUFFQI�cpG Town of Southold 12/8/2017 P.O.Box 1179 a d' 53095 Main Rd o4,1 o��f Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 39390 Date: 12/8/2017 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 675 Hill Rd, Southold SCTM#: 473889 Sec/Block/Lot: 70.4-28 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 11/4/2016 pursuant to which Building Permit No. 41182 dated 11/21/2016 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: ONE FAMILY DWELLING INCLUDING A SCREENED PORCH, COVERED FRONT ENTRY,ATTACHED TWO-CAR GARAGE AND UNFINISHED BASEMENT, AS APPLIED FOR The certificate is issued to GFH Homes LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-16-0058 10-04-2017 ELECTRICAL CERTIFICATE NO. 41182 11-28-2017 PLUMBERS CERTIFICATION DATED 11-17-2017 La ce Trapasso ho ' d Signature TOWN OF SOUTHOLD BUILDING DEPARTMENT cc cc TOWN CLERK'S OFFICE o . SOUTHOLD, NY rbQl � ,�ap�i 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#: 41182 Date: 11/21/2016 Permission is hereby granted to: GFH Homes LLC 7675 Cox Ln PO BOX 932 Cutchogue, NY 11935 To: construct a new single family dwelling as applied for per SCHD and Trustee approval with DEC NJ letter. At premises located at: 675 Hill Rd, Southold SCTM # 473889 Sec/Block/Lot# 70.-4-28 Pursuant to application dated 11/4/2016 and approved by the Building Inspector. To expire on 5/23/2018. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $1,864.40 CO -NEW D LLING $50.00 Total: $1,914.40 Building ector SO!/Ty®lo Town Hall Annex Telephone(631)765-1802 54375 Main Road N Fax(631)765-9502 P.O.Box 1179 ® �Q roger.rich ert(aD-town.southold.ny.us Southold,NY 11971-0959 Q coupffn� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: GFH Homes LLC Address: 675 Hill Road city,Southold st: New York zip: 11971 Building Permit#: 41 182 Section: 70 Block: 4 Lot: 28 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: G&S Electric License No: 578-E SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool New Renovation 2nd Floor X Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph 200A Heat GAS Duplec Recpt 50 Ceiling Fixtures 23 HID Fixtures Service 3 ph Hot Water GFCI Recpt 15 Wall Fixtures 19 Smoke Detectors Main Panel 200A A/C Condenser 2 Single Recpt 4 Recessed Fixtures 53 CO Detectors 3 Sub Panel A/C Blower 2 Range Recpt 20A Fluorescent Fixture Pumps Transformer Appliances 2-DW Dryer Recpt 30A Emergency Fixture Time Clocks Disconnect 200A Switches $5 Twist Lock Exit Fixtures �] TVSS Other Equipment: 1- Range Hood, 7- Paddle Fans, 6- Bath Fans, 13 ARC Fault Circuit Breakers. Notes, Inspector Signature: Date: November 28, 2017 0-Cert Electrical Compliance Form.xls t i A �Q��pF SO!/pyo� Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G aO Southold,NY 11971-0959OI�C®PP�� V�Y UILDING DEPARTMENT MD B TOWN OF SOUTHOLD NOY 3 0 2017 - CERTIF+'ICATION TO-V714 O SOJfR�)L.0 1 i Date: Building Permit No. Owner: ��► �►�/�� (Please print) Plumber: LWRIVIGLI J -O (Please print) I certify that the solder used in the water supply system contains less than 2/10 of I% lead. (Plers Signature) Sworn to before me this day of L\) U emt-2r Notary Public, Caunty ESTHER BEHRMANN Notary Public-State of New York N0. 01BE6192607 Qualified in NassauV a�My Commission ExpiresoL i - f r , SOOT yo N O holy 0 NiV,Ncc1� TOWN OF SOUTHOLD-BUILDING DEPT. 765-1802 INSPECTION [ FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT,PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL.(FIN L) REMARKS: fojA-m �,mFUm4A 0V �b o t� ✓ Le2ti v fftl Pw ow '�y✓� DATEJ41 9`� INSPECTOR f N o a TO11VN OF SOdlTHOLD BUIL NG DEPT. 765-1502 INSPECTION [ ]/0UNDATION 1ST [ ] ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRI L (FINAL) REMARKS: I a-ziwo", o f,4 'n DATE 4' ANSPECTOR of sour — yo couM'1,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [7] OUNDATION 2ND [ ] INSULATION [ ] F, REAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ECrTRICAL (FINAL) REMARKS: JFv* o [� ] � l-r I ov- volo/ DATE 'I INSPECTOR OE SO(/jyo TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRIC L (FINAL) REMARKS: VAI Ith D olz DATE INSPECTOR SOUTyolo l TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION . [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE 11q INSPECTOR r SOF SO[/l TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] DOUGH PLEIG. [ ] FOUNDATION 2ND [Vf INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] F E SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] EL C RICAL (FINAL) EMARKS: C jWq Dj7 r a4� o��✓ � � Ila�ati-� 9141/46 . //nd lk-;v _�v f tre vl� DATE C INSPECTOR Am- couto,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING -- [V(FINAL /V,�) [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: 6 Dt %&jv lfi .�G X vt�%, CAVII,gym � Q. • PA4 (9)VAOW.A �ACA:� &t� . R i oli Jo C&kA DATE INSPECTOR SO�lyolo bluum, TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) REMARKS: .DATE � �� � INSPECTOR � SOUIyOIo cou I TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] 1 SULATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRIC (ROUGH) [ ] ,ELECTRICAL (FINAL) REMARKS: Mli p it G✓ I�1V Gil DATE D 7� INSPECTOR -+MD DP ImV 3 0 2017 ^Y& Delfino Insulation Co. `_ 317 Burman Blvd,Calverton,NY 11933 r i CERTIFICATE OF INSULATION JOB INFO: Glenn F. Heidtmann &Sons DATE OF INSTALLATION: 08/01/17 675 Hill Road Southold, NY 11971 Ceilings&Attic Roofline Exterior Walls TYPE INCHES R-VALUE TYPE INCHES R-VALUE ❑ OPEN CELL FOAM - 11 OPEN CELL FOAM CLOSED CELL FOAM 3 R-21 CLOSED CELL FOAM 1 R-7 Q FIBERGLASS 8.25 R-30 Q FIBERGLASS 6.25 R-19 ❑ CELLULOSE ❑ CELLULOSE Gable Walls Rim Joist& Boxends TYPE INCHES R-VALUE TYPE INCHES R-VALUE ❑ OPEN CELL FOAM - 1:1 OPEN CELL FOAM ❑� CLOSED CELL FOAM 1 R-7 Q CLOSED CELL FOAM 1 R-7 Q FIBERGLASS 6.25 R-19 Q FIBERGLASS 6.25 R-19 ❑ CELLULOSE ❑ CELLULOSE ❑ FIRE CAULKED TO CODE DATE OF INSTALATION: ❑ FIRE BLOCKED TO CODE DATE OF INSTALATION: ❑ AIR SEAL SUBSTATE TO CODE DATE OF INSTALATION: I Tammy Mazzara certify that the residence referenced above was insulated as per signed proposal by builder/homeowner,and the installation was conducted in conformance to applicable codes and standards and regulations. AUTHORIZED SIGNATURE ; uildnnvelope and Duct Tightness Report 015 IECC as aAe�4 ed by the 2016 New Yorks State Supplement,sections 402.4.1.2 and 403.3.4 r n Address of Test 675 Hill Road,Southold 11971 Test Date 12/6/2017 Building Permit#: 41182 Compliance Pathway Performance Test`Completed=hy,_:u Chris�Silvia RESNET Rater ID# 4150294 Home Energy Solution NATE ID# 187 East Main Street ICC ID# Huntington,NY-11743 BPI# 631-673-0664 Building Envelope Tightness Volume Calculation : Check if: Floor Area Volume ❑ Conditioned Basement Basement ❑ Conditioned Crawl Space 1St 1940 25026 E] Sealed Attic 2nd 1526 14911 *The conditioned floor area of dwelling is calculated in 3rd accordance with ANSI 2765,except that conditioned floor Attic area includes areas where the ceiling height is less than 5 Total Volume L 39937 ft: CFM @50 pa 1959 Air changes/hr@50 pa 2.943135 Code Compliance: Duct Tightness: Post Construction Test-Total Duct Leakage System-1: 1st Floor Duct Location Basement -------------------------- Floor Area 1940 Leakage CFM @ 25pa 77 CFM/100 ft2 CFA 3.97 Code Compliance: ' Pass System-2: 2nd Floor Duct Location Condition Space -------------------------- Floor Area 1526 Leakage CFM @ 25pa N/A CFM/100 ft'CFA Code Compliance:LLLMNpt System-2: Within Condition Space Duct Location -------------------------- Floor Area Leakage CFM @ 25pa CFM/100 ft'CFA Code Compliance: Building envelope tightiness has been verified using instruments and procedures specified in ASHARE/ASTM E779 or ASTM E1827 as required by 2015 IECC as amended by the 2016 New York State Supplement, section 402.4.1.2. The building duct and plenum system has been verified as required by the-2015 IECC as amended by 2016 New York State Supplement,Section 4033.4. Signature: Date: 12 (, 7 kris Silvia; DEC - 7 2017 BUMDING DEPT. Additional HVAC System TOWN OFSOUTHOLD System-4: Within Condition Space Duct Location -------------------------- Floor Area Leakage CFM @ 25pa CFM/100 ft'CFA Code Compliance: Pass e System-5:____ Within Condition Space_ Duct Location •------------------------- Floor Area Leakage CFM @ 25paCFM/100 ftZ CFA Code Compliance: Pass System-6: Within Condition Space Duct Location -------------------------- Floor Area Leakage CFM @ 25pa CFM/100 ft2 CFA Code Compliance: Pass System-7: Within Condition Space Duct Location -------------------------- - Floor Area Leakage CFM @ 25pa CFM/100 ft Z CFA Code Compliance: Pass System-8: Within Condition Space Duct Location -------------------------- Floor Area Leakage CFM @ 25pa CFM/100 ftZ CFA Code Compliance: Pass. System-9: Within Condition Space Duct Location •------------------------- Floor Area Leakage CFM @ 25paCFM/100 ft CFA Code Compliance: Pass Building Envelope tightness has been verified using instruments and procedures specified in ASHARE/ASTM E779 as required by the , NYECCC 2010,Section 402.4.2.1.The building duct and plenum system has been verified using instrumets and procedure specified in ANSI/ASHARE 152 and ASTM E1554 Test Method A as required by NYECCC 2010,Section 403.2.2. Signature: - Date: Chris Silvia,Home Energy Solutions • • • • COMMENTS FOUNDATION (IST) ,FOUNDATION (2ND) y� At Sim ..' ''/ IT,WAA ENERGYROUGH FRAMING& PLUMBING INSULATION PER N.Y STATE .D 021" � �1' I � i ► J,r � ' FBI ADDITIONAL COMMENTS orf._:_ . 1• �� � i �, _.. ' � � �s ► � . _/u� � ' IN i i �t1 L ISI/%I MIN ME RTi7// i _ 'ALTll 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 AA FAX: (631) 765-9502 � � d t ySurvey South oldTown.NorthFork.net PERMIT NO. b Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined ,20 Single&Separate LStorm-Water Assessment Form Contact: Approved ,20 Mail to. ".0 t ( px 4f L'd+y0✓t- Disapproved a/c O,-,16c1 Q 3 z, ca fAo W, I Phone: ��'73`(" 8 Expiration 520 �7D IE UVE g p B ns ec or `t Q OHMOS AO"01 OCT 1 j2J W jiJOR BUILDING PERMIT AT �t� Date DD obt�- , 20 (b BU G D 910Z Y' . '�PV'�T IONS T® OFSOUTHO a. This application MUS QC1 o e l 'ter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to . 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. (Signature of applicant or name,if a corporation) GL (Mailing a ess of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder LxA v e Name of owner of premises (As on the tax roll or latest deed) - J If applica 'q a corporation, signature of duly authorized officer (Name and titTe of corporate officer) Builders License No. 410 76 2„—t� PlumbersliceriseNo. 4(n a?-- •A Electric ians,License,No. ,�, Other-Trade's License N&.-4, ?� (► — 1 Locatigh ofland owWbichi"WplAsedw,,orkowill be done: 1110'use'Number ---Street Hamlet County Tax Map No. 1000 Section Block D Lot )-00 Subdivision Filed Map No. c5 (o r Lot 1­7 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancyy Can+ t aAd b. Intended use and occupancy Si --FDkwt i)c kD vvLu 3. Nature of work (check which applicable):New Building 1/ Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost ���OLT r7U Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units -_� Number of dwelling units on each floor If garage, number of cars 7,- 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. /Jj 7. Dimensions of existing structures, if any: Front 9A Rear Depth Height (+ov _)O-fo v-JA Number of Stories Dimensions of same structure with alterations or additions: Front '11A .-,.Rear-- 4A Depth lilk Height 6(A Number of Stories ; nlh 8. Dimensions of entire new construction: Front Depth M Bt Height Number of Stories ' 9. Size of lot: Front 1 Rear. , r , 10. Date of Purchase /V DV a Name of Forrrex ; iie'r a"', f �'a` � I"`ir�`��� +.-r'y;ala..J i.,_Y'S y.��..L.? O.S 1.m..J Is-..,•'•' 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO—"./ 13. Will lot be re-graded? YES \ NO Will excess fill be removed from premises? YES NO V 14. Names of Owner of premises L Ithn 4C tomoAddress �,a a3Z,tV(F a ►yC..phone No. Name of Architect �Jokh 1K&h Address 7 ' ) ybeuM Phone No Name of Contractor ►nrL 4zid -ykan.� Address \A�IQV 4C Mme ' hone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES j _NO * 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 * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale;with-accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18 Are there any covenants and restrictions with respect to this property? * YES X NO *IF YES, PROVIDE A COPY. N DA -- L I"DquV60-uCc."bu_#6'P_ STATE OF NEW YORK) V4"t-� ro'al'k SS: COUNTY FV tt P� being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)He is the (Contractor,Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and,file,this application; that all statements contained in this application are true to the best of his k+wledgeLE,A iat the work will be performed in the manner set forth in the application filed therewith. Nowy per,gwe o1 MW yp* 401LA0170883 Sworn to before me this QWMsd In k Count/ day of V 20 Tram QW@mb9r 31,20t __ } Not blic Signature of Applicant p�µr,�g1 Pp ,e-,q 111 1/13'�.�•" ;��C^ P�i� - i , �'�,i s.✓«1 0 ° j°It" *`` I ;D ;,I v ,f ' •I f f'' ', i I ''i' 'i +I'if � �� 'h''j 't � i li �, i'' it I ',' � '� Y„ J �qi ''h, e3/ ,i j�• 'I,�'1 'j ,i'�� !I, �I �II �; '� I I., ,is I i; 'i �l i, oti , IBO'ARD'OF 'SOUTHOLDj:TOWNt TRUSTEES, yi a I , I d .I ' I' ,i I' 1 v• , „ • ' .1 II li''ii I p ,, .i I. I • i ,I, i, Y Ilr �„ SOUTHOLD :NEW;YORK' I� �' 'i 'i ;�II ,t I I !� I•r�'I, I I n� �i'I I I'I� �'I'' .i.'�i l i f'1 I,i 'I';I�,�i I,I 'i�i t 1 +I i• I i' �I � ' �i' / '+' Ys i I' � � �'l ,, b ,�, I ,li i f ',•I ,' h r I � I ', � it .9 PERMIT1NO.•8802' ' ' ,''i DATE: MAY 18,2016 cP1P II y �I I �p 1 Il,, I,I ''. 1 I ,I 'I ' ,,I i1 tl!i I' .i I� `', •p �I ,I n'°s ISSUED,TO: 'GFH,HOMES': LLC e%o GLENN'HEIDTMANN, e°: ', I' ,!' ''IV I ' •!„ ' 't �1I I ;I i,i, j,: i, + ' ,i; II I, I � t ,Ili+ � i p ;•t PROPERTY,:ADDRESS: '675 HILL ROAD;SOUTHOLD4-28 lit S.CTM#4600­J0' ry+ 'i II , i' �;' 'i ' l I 'I 1 ii ;i I•', n,i .i� .I ill I, ,f ` ,I i .i i,i' I� ;it I�'l�� � t q j� I,r'I _ cssl« AUTHORIZATION 1' t :1 ,ij'' ,, . , h ';,' !"1 I III t 'I ,i,. .I h ,� �dl•t j' j:Pursuant' to the provisions 'of,Chapter;;:27,5;,of,'the' Town1.-Code of'the, To'wn''off:S"outhold','and'i in' !, accordance with the Resolution of the'+Board.'of Trustees%a'dopted at the meeting:held;on May 1'8;2016; and in a r;Cld consideration of applicatiori,fee'in the'sum`ofi 250.00 paid'by'GFH Homes;'ILC and;'subject to'tlie,Teims , I 'i t li Conditions'as 'state'd''in'tfie''Resohition;; the'Southoldl,Town 'Board'of';Trustees'.authorizes''and'permiis,,the : following:,) Al 1` I 't l ' I'I I ��' III (i fl,•!,I� I I, �� , 1 I' l,i ,li ''11;��� it�:i''+i'it j�li I� I I'j�, I ;'i,,', �ll I� I' ii 61joPr6 ,,y Y I .i ,I I i,1• ,r I' I' d i t, 1, ' u Wetland•Peinin4lo construct a 12,800sq.ft: TERMS AND CONDITIONS The Permittee GFH Homes LLC c/o Glenn Heidtmann Jr. 675 Hill Road, Southold,New York ' as part of the consideration for the issuance of the Permit does understand and prescribe to the following: 1. That the said Board of Trustees and the Town of Southold are released from any and all damages, or claims for damages, of suits arising directly or indirectly as a result of any operation performed pursuant to this permit,and the said Permittee will, at his or her own expense, defend any and all such suits initiated by third parties, and the said Permittee assumes full liability with respect thereto,to the complete exclusion of the Board of Trustees of the Town of Southold. 2. That this Permit is valid for a period of 24 months,which is considered to be the estimated time required to complete the work involved,but should circumstances warrant,request for an extension may be made to the Board at a later date. 3. That this Permit should be retained indefinitely,or as long as the said Permittee wishes to maintain the structure or project involved,to provide evidence to anyone concerned that authorization was originally obtained. 4. That the work involved will be subject to the inspection and approval of the Board or its agents, and non-compliance with the provisions of the originating application may be cause for revocation of this Pen-nit by resolution of the said Board. 5. That there will be no unreasonable interference with navigation as a result of the work herein authorized. 6. That there shall be no interference with the right of the public to pass and repass along the beach between high and low water marks. 7. That if future operations of the Town of Southold require the removal and/or alterations in the location of the work herein authorized, or if, in the opinion of the Board of Trustees, the work shall cause unreasonable obstruction to free navigation,the said Permittee will be required, upon due notice,to remove or alter this work project herein stated without expenses to the Town of Southold. 8. The Permittee is required to provide evidence that a copy of this Trustee permit has been recorded with the Suffolk County Clerk's Office as a notice covenant and deed restriction to the deed of the subject parcel. Such evidence shall be provided within ninety(90)calendar days of issuance of this permit. 9. That the said Board will be notified by the Permittee of the completion of the work authorized. 10. That the Permittee will obtain all other permits and consents that may be required supplemental to this permit,which may be subject to revoke upon failure to obtain same. 11. No right to trespass or interfere with riparian rights. This permit does not convey to the permittee any right to trespass upon the lands or interfere with the riparian rights of others in order to perform the permitted work nor does it authorize the impairment of any rights,title, or interest in real or personal property held or vested in a person not a party to the permit. Michael J.Domino,President �� f S0 Town Hall Annex John M.Bredemeyer III,Vice-President �® �® 54375 Route 25 P.O.Box 1179 Charles J.Sanders _ � Southold,New Yorkk 11971 Glenn Goldsmith G Q ® Tele on 63 a 8,927,s� A.Nicholas Krupski ®��C, ( 3� S(l6 �6 `,' NOV 1 7 2017 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD r TO IN OF SO01flGjLD CERTIFICATE OF COMPLIANCE # 1392C Date: September 19, 2017 THIS CERTIFIES that the construction of a±2,800sq.ft. dwelling with attached garage and 13'x26' seaward porch; install a new sanitary system; install a 16'x32' in-ground pool to be elevated up to±5' above grade with a±42' long retaining wall on seaward side; install a ±300sq.ft. pool patio; install a pool equipment area; and for the installation of gutters to leaders to drywells to contain storm-water runoff, with the condition to establish and perpetually maintain a 20' wide non-turf buffer landward of the bulkhead; that the pool is to be a salt water system type, and pool and patio are to be not less than 50' from the landward edge of the wetlands; At 675 Hill Road, Southold Suffolk County Tax Map#1000-70-4-28 Conforms to the application for a Trustees Permit heretofore filed in this office Dated April 18,2016 pursuant to which Trustees Wetland Permit 48802 Dated May 18, 2016,was issued and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the construction of a f2,800sq.ft. dwelling with attached garage and 13'x26' seaward porch; install a new sanitary system; install a 16'x32' in- round pool to be elevated up to±5' above grade with a±42' long retaining wall on seaward side; install a±300sq.ft. pool patio; install a pool equipment area; and for the installation of gutters to leaders to drywells to contain storm-water runoff; with the condition to establish and perpetually maintain a 20' wide non-turf buffer landward of the bulkhead; that the pool is to be a salt water system type, and pool and patio are to be not less than 50' from the landward edge of the wetlands. The certificate is issued to GFH HOMES, LLC do GLENN HEIDTMANN, JR. owner of the aforesaid property. Authorized Signature NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Division of Environmental Permits,Region 1 SUNY d Stony Brook,50 Circle Road,Stony Brook,NY 11790 P•(631)444-03651 F.(631)444-0360 www dec.ny.gov LETTER OF NO NJURISDICTION TIDAL WETLANDS ACT May 17, 2016 Glenn F. Heidtmann - Re: 1-4738-04467/00001 7675 Cox Lane Heidtmann'Property Cutchogue,NY 11971 675 Hill Rd., Cutchogue SCTM# 1000-70-4-28 Dear Applicant; Based on the information you have submitted,the New York State Department of Environmental Conservation has determined that the portion of the property located landward of the 10 foot contour which exceeds ten feet above mean sea level in elevation, as shown on the survey prepared by John T. Metzger, last revised 4/18/16, is beyond the jurisdiction of the Article 25 Tidal Wetlands Act. Therefore, in accordance with the current Tidal Wetlands Land Use Regulations (6NYCRR Part 66 1)no permit is required under the Tidal Wetlands Act to conduct regulated activities landward of that contour. Please be advised,however,that no construction, sedimentation, or disturbance of any kind may take place seaward of the tidal wetlands jurisdictional boundary, as indicated above,without a permit. It is your responsibility to ensure that all necessary precautions are taken to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation within Tidal Wetlands jurisdiction which may result from your project. Such precautions may include maintaining adequate work area between the tidal wetland jurisdictional boundary and your project(i.e. a 15'to 20'wide construction area) or'erecting a temporary fence,barrier, or hay bale berm. This letter shall remain valid unless site conditions change. Please-be further advised that this letter does not relieve you of the responsibility of obtaining any necessary permits or approvals from other agencies. Sincerely, Ro e Evans Regional Permit Administrator KK/file cc: Habitat-TW NEW YORK Department of STATE OF OPPORTUNffY Environmental Conservation E ��°SUF�a� ST�O R M WATIER. Scott A. Russell SUPERVISOR M[ANA\tGI]EM[JEN T SOUTHOLD TOWN HALL-P.O.Box 1179 0 53095 Main Road-SOUT HOLD,NEW YORK 11971 Town of So u tho l d CHAPTER 236 - STORM''WATER MANAGEMENT'WORK SHEET (TO BE COMPLETED BY THE APPLICANT) NOV 0 7 2016 DOES 'MIS PROJECT INVOLVE ANY OF THE FOLLOWING Yes No CHECK ALL THAI' APPLY) ❑ A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ❑ B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑® C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. �❑ D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑(� E. Site preparation within the one-hundred-year floodplain as depicted on FIRM Map of any watercourse. ®® F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. APPLICANT: (Property Owner,Design Prrfesslonal,Agent Contractor,Other) S.0 T.M. 1000 Date D, I _TD s<c•ticn Back Let ON ;- , Cvnlacllnivrma:ion 1 ��` ����� -7 4b Reviewed By. - - — — --- - — —- - — — — — — — — — — / � - 7 /X Date: Property Address / Location of Construction Work: — — — — — — — -- — — — — — -- Approved - El Stor nvcd for proce5,unv Rutl t of Plan N. — -- — (� Stor i�water Management Control Plan Not Keruu•c(f _—_— Stomi ater Management Control Plan --Required. ;For�ard to Engtneemig Depat trne nt fo! Revu,w) 10104 ` SMCP--I OS MAY 201<I �.?r^Urh T S.cx.M. 1000 CHAPTER 236 irroperryy 0%,11(-. Devgn ProFpssional,Agent,Omtracty,Other) —b;,.�, — �S1W,1Q r ' ( �� pts_ Stormwater Management Control Plan CHECK LIST �;,,;vlc i�� &je !M section Block Lot w ' S M C P -Plan Requirements: Provide ONE copy of the Building Permit Application. `it.ir Vtr. r "ate: The applicant must provide a Complete Explanation anti/or Reason for not providing all Information that has been Required by the lollowing Checklist i•rF'Ncx�t1 W1Wi !. A Site Pian drawn to:,cafe Not Les:; that 60' to the uldl MUST If You answered No or NA to any Item, Please Provide Justification Herel .,how all of the following Items YC NO NA If you need additional room for explanations,Please Provide additional Paper, a l,oc ration & Dc!cuf iptior, of Property Boundaries i Eg,=::::i. t, "1 oUil-Site Acreage, -' - Existi g - NatulF-,l & Man Marie Features within 500 L.F. 'H of the Site Boundary as required by §236-17(C)(2, 12 cove _Cl. Te:i Holy Data Indicating Soil('haracteristics&Depth to Ground Watcr. e.�L_irnits of Clearing & Area of Proposed Land Disturbance. , t, Exist ing & Proposed Contours of the Site iri✓In(murn 7lntervals) i ri Location of all existing& proposed structures, roads, driveways,sidewalks, drainage Improvements& utilities. i ' Shall inelude but not be 'imited to. h. .Snot Grades & Finish Floor Elevations for all existing A well inaintairied Construction Entrance, proposed su"uctures, wire BacRed 511tencing,sta i taation I. Location of proposed Swimming Pool and discharge ring. Seeding of exposed and/or inactive soils. Location of proposed Soil Stockpile Area(s). i k Lo:ation of proposed Construction Entrance/Staging Area 60. ! !. Location of proposed concrete washout area(s). i E-GrIONS ARE in, Lrcation of all proposed erosion&sedirrient control measures. 2 Sro-rnwater Management Control Plan must include Calculations showing :ha•rhe stormwater irriprovcrnunts are sited to capture,store,and infiltrate 135ERTM, OR Provide Engineer un-city Itic run-off from ali impervious surfaces generated by a two(21 inch that the drainage has been installed tc e. D raiw:,ll/slorm,event, :3. Details&Sectional Drawings for stormwater practices are required for approval. NOV 2016 — IterTls requirinLdetails shall include but riot be limited to- a: Ei orlon &Scdii7ienL Controls, i t� odsif d A 14v' b. Construction Entrance&Site Access. ! I S'; _ DIN�xnG WHM Inlet Drainage Structures (cu.catch basins,trench drains.etc.' i TOWN OF SQ U L d beach Ing Structui es (e.g infiltration basins,swaics,etcl �Y(�I. !'.`.l.Ft �l'.l• i- FOS f, t�\rl_.Y „x>; l Additional Information is Required.. Rtvle;ve: & Stormwater Management Control Plan is Not Complete, Approved 1,3J. ..... _. — — _ _ — — ..—, — — — .— — .-- — Stormwater Management Control Plan is Complete. u�ir� -Cp-�� SN/ICP has been approved by the Engineering Department, 1F(JI- M u >blr(.P t ok L, 'v1AY 2014 '9( V TEST HOLE DATA 9/28/15 "'OuseCmc o 'r EL. 15.0' /12 �� � BROWN SANDY LOAM OL �- BROWN SANDY SILT ML 2.5' Al ��10 PALE BROWN FINE SAND SP ►Eve 16- O EL. 0.5' —— 14.5' T�Fp�'? vow WATER IN PALE BROWN FINE SAND SP 17' �E WATER ENCOUNTERED 14.5' BELOW SURFACE APPROVAL OF STORMWATER MANAGEMENT F TIDAL WETLANDS AS CONTROL PLAN - n Cod er 236 FFOLK ENVIRONMENTAL Date:��(� IN 12/10/15 Approved by: EROSION &SEDIMENT CONTROLS SOF NEW;, Shall include but not be limited to: �P 0 A well maintained Construction Entrance, �NXX' E��- Wire Backed Silt Fencing, stabilization& Seeding of exposed and/or inactive soils. a 49618 DRAINAGE INSPECTIONS ARE REQUIRED Contact TOS Engineering at 765-1560 beforeEYORS, P.C. Backfill, OR Provide Engineer's Certification PEC that the dr,.:, �-e has been installed to Code. (631) 765-5020 FAX (631) 765-1797 P.O. BOX 909 1230 TRAVELER STREET SOUTHOLD, N. Y. 11971 15-212 �o��pF Sf1UTyolo _ Town Hall Annex OTe�(631)765-1802 54375 Main Road P_0.Box 1179 � Q ro er.riS Southold,NY 11971-0959 O�xC �� D - JUL 1 .7 2017 BUILDING DEPAKIWNT BUILDING DEPT. TOWN OF SOLTMOLD TOWNI OFSOUTHOLD APPLICATION FOR ELECTRICAL_ INSPECTION REQUESTED BY: Date: 1 . Company Name: Name: License No.: S'7 _�- Address_ .O_ /�o c ,Couryoe n -119-71 Phone No.: JOBSITE NFORMATION: (1ndicates required information) *Name: 1, F H Po *Phone No.: Permit NIS.,Tax-Map-District— 'i00a section:- 7 0 . Bfoclr�_ Lot: *BRIEF DrzS.CmIPTION'OF WORK(Please Print Clearly) (Please.Circle All That Apply) Is job-ready for inspection: YES/ NO0 ough !n Fina! *Do-you need a Temp Certificate: YES NO Temp Information(if needed) 4SeMce Size: 1 Phase 3Phase 100 150 200 300 350 400 Other 'New Service: Re-connect- Underground Number of Meters Change of Service Overhead 4dditienal Information: PAYMENT DDE �1tfITH APPLICATION 824Request for Inspection Form a� o��pF S��jryo! Town Hall hex Telephone(631)765-1802 54375 Main Road g Q P.O.Box 1179 G� Q rogerAchert&_W6n 1SoU h015.ny.us Southold,NX 11971-0959 QZy�/fid �O CDil1)i`� i BUILDING DEPARTMENT TOWN OF SOUTHOLD j APPLICATION FOR ELECTRICAL INSPECTION 1REQUESTED BY: 1/\, ( iNl G�y�,�l Date: companyName: Name: 6(&h v, 14t i i b1�'L License No.: Address: �� �C. `1 �� ,L C�tc� bcv �`' Phone No.: -�taztd [� VX ' �u r , � JOBSITE INFORMATION: (*Indicates required information) 1 *Name: - _ ►'�'I� *Address: i *Cross Street: *Phone No.: Z Permit No.:No.: A- t L ?� i Tax-Map District: 9000 Section: `7 E) Block: Lot: 2_ — *BR EF DESCRIPTION OF WORK(Please Print Clearly) V (Please Circle All That Apply) Is lob ready for inspection: �YE,S/ NO Rough In y.? Final *Do-you need a Temp Certificate: YES Temp Information(if needed) � *Service Size: 9 Phase 3Phase--1Q0 154 200;� 340 350 400 Other *New Service: Re-connect r Underground, Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION b 82-Request for inspection Forth �' f • NOV. ,:;. 2016 4:01PM Fidelity National Title N0. 4636 P. 2 i+ Fidelliy NRtion2l Title Insurance Semlces,LLC Application nate:October 25,2016 Report bate:November 3,2016 Titic No.F16-7404-103127-SUFF APPLICANT: AMOUNT OI+INSURANCE: McNulty-Spiess,P.C. Attention:trlca 214 Roanoke Avenue,P.O.Box 757 Riverhead,NY 11901 INSURMD MORTGAGE: Phone:(631)727-820D Fax:(631)727-8262 Sales Rep:RD LENDER ATTORNEY: PURCHASER: OWNER: GFH Homes LLC O'pMR ATTORNEY: SURVEY INSTRUCTIONS: COMPANY CHARMS,. Variance(Southold) S 550.00 Sales Tax(8.625°/x) $ 47.44 - 675 Hill Road PREMISES: Sub-Total S 597.44 Southold,NY 11971 County of Suffolk Municipality of Southold Town of Southold Filed Map: No.: PhaseBloek: Unit/Lot: Dist: 1000 Sect:070.00 Block:04.00 Lot:028.000 SPECIAL INSTRYICTIONS: RECORDING CHARGEW Sub Total: $ 0.00 *Each document to be recorded subject to a$50 service fee, TOTAL CHARGES, $597.44 13ALANCE DUE: $597.44 24 Commerce Drive,Riverhead,NY 11901 Phone(631)727-0600 Fax(631)727-0606 NOV. 1", 2016 4;01 PM Fidelity National Title NO- 4636 P. 3 Date; rtQbcr 25,2016 Report Date: November 3,2016 Title No: F16-7404103127-SUFF Closer: Applicant: McNulty-Spiess,P.C. Bank: Purchaser: Bank Auorney: Owner. GFH Homes LLC Seller Attorney: Premises: 675 Hill Road Southold,NY 11971 Salesperson: Robert DeFrese County of Suffolk Suffolk Municipality of Southold County: Town of Southold riled Map: Unit/Lot: No.: Phase/Block: Dist: 1000 Sect:070.00 Block:04.00 Lot:02$.000 Type of Insurance: EXAIVUSEARCH DETAIL: 'Variance(Southold)(Tax) $ 550.00 Total Exam/Search $ 550.00 24 Commerce Drive,Rlverhead,NY 1I901 Phone(631)727-0600 Fax(631)727-0606 NOV. „3. 2016 4;01 PM Fidelity National Title N0. 4636 P. 4 Fidelity National Title 4 MSMIANCE SERVICES,LLC TITLE N0: F 16-7404-103127-SUFF District: 1000 Section: 070.000 Block: 04.00 Lot: 028.000 Town.of Southold,New York Gentlemen: FIDELITY NATIONAL TITLE INSURANCE SERVICES, LLC hereby certifies to the TOWN OF SOU'THoLD that it has searched the records of the Suffolk County Clerk for deeds affecting the captioned property and properties immediately adjoining and finds: SEE ATTACHED And the records of the Suffolk County Clerk disclose no other Ruther conveyance of any of the foregoing lots other than as set forth. FIDELITY NATIONAL TITLE INSURANCE SERVICES, LLC certifies that the above- captioaed property has been in single and separate owwaership of GFH Domes LLC and his/her predecessors in title since prior to July 1,1983 except as follows: (see attached chains of title) No searches have been made other than as expressly stated above. The Company's liability under this Certificate shall only be to the party to whom it is certified and such liability shall under no circumstances exceed the amount of Twenty Five Thousand Dollars($25,000.00)and no policy of title insurance can be issued based upon the information contained in the Certificate. Dated: November 322016 FIDELITY NATIONA T SURAN E SERVIC 5%,LLC Sworn to before me this CIMSTINA USCITA 3rd Py of November,2016 NO y P 11 MARY 5 GATALDO Notary' ubit� Slate of New York Qualified in Suffolk County Commission Expires vi-as-V 24 Commerce Drive 0 Riverhead,New York 11901 a(631)727-0600,,Fax:(631)727-0606 NOV., 3. 2016 4:01PM Fidelity National Title NO- 4636 P. 5 Fidelity National Title m . INSURANCE SE1kV10ES,LLC TITLE NO.F16-7404-103127-SUFF STATE OF NEW YORK)ss: COUNTY OF SUF'F'OLK) Christina Busehatike,being duly sworn deposes and says: That he/she has had a search made of the records of the County Clerk of Suffolk County with reference to an application for a variance affecting the following premises: SCTM 1000-070.00-04.00-028.000 That the said records indicate the following chains of title as to premises and adjoining lots since prior to July 1, 1983. SUBJECT PREMISES: 1000-070.00-04.00-028-00 PREMISES NORTH:'West Hill Road PREMISES EAST: 1000-070,00-04,00-029.000 PREMISES SOUTH:Jockey Creek PRMISES WEST: 1000-070.00-04.00-027-000 FI])ELITY NATION INSURANCE SERVI ,LLC Sworn to before me tlxls CHRISTIN B 3rd day of November,2016 "Fi�h MAf�Y!3 CA3�L'JQ Notary Nubile.>t ita of riew York �v^ 50':1558 Qk,al,=,pc;sn Su folk County Commisssor xi),res5� tCl 24 Commerce Drive•Riverhead,New York 11901•(631)727-0600 Fax:(631)727-0606 NO. 12016 4;01 PM Fidelity National Title NO. 4636 P. 6 =0Fidelity National Title INSURANCE SERVICES,LLC TITLE NO.F16-7404-103127-SUFF SUBJECT PREMISES: 1000-070.00-04.00-028.00 George Ahlers and Dated: 10-03-1972 Barbara Reynolds formerly Barbara Rubin Rec'd: 10-30-1972 To Liber: 7271 Page: 530 Margaret O. Sacco and Donald B.McInerney as joint tenants Margaret G. Sacco and Dated: 0324-1987 Donald B.McInerney as joint tenants Rec'd: 04-24-1987 To Liber: 10302 Page: 360 Donald B.McInerney Donald B.McInerney Dated: 11-15-2015 - To Rec'd: 12-03-2015 GFH Homes LLC Liber: 12843 Page:321 LAST OWNER PREMISES NORTH; "West Hill Road FID A LE 1N5 CE RVICES,LL Sworn to before me this STINA BUSCA ZINE 3rd day of November,2016 No Pu `c MARY B CATALDO Notery P:1h!u•„ ,tem of New York No ;-)0'37569 4uaii1m0 m,Siffolk County Comm,ss o-_xpires 5-0-1 a4q 24 Commerce Drive 0 Riverhead,New York X1.9019(631)727-0600 6 Fax: (631)727-0606 NOV,, 3, 2016 4:01PM Fidelity National Title N0, 4636 P. 7 °1j1 Fidelity National Title INSURANCE SERVICES,LLC TITLE N0.F16-7404-103127-SUFF PREMISES FAST-. 1000-070.00-04.00-029.000 George Ahlers and bated: 11-12-1968 ]3arbara Rubin Rec'd: 01-10-1969 To Liber: 6486 Page;579 Albert A. Sacco and Margaret G_ Sacco,his wife Albert A. Sacco died April 1, 1983 (770 P 83). Margaret G. Sacco surviving spouse. Margaret Glover Sacco died 11-28-1989(2303 P 89). Donald B.McInerney and Dated: 08-20-1994 Grail Callahan as Executor's of Ree'd: 09-20-1994 The Last Will and Testament of Liber: 11694 Page: 973 Margaret Glover Sacco To Lucille W.Granfort Lucille W.Gratfort Dated: 05-11-1996 To Ree'd: 05-13-1996 Lucille W.Granfort and Liber: 11773 Page: 716 Salvator J.Granfort Being married to each other as tenants it3 common Each as to undivided%z interest FIDELI T ATI TLE INS U CE SE CES,LL r Sworn to before me this CHRI U C ATZICl; 3rd day of November,2016 MARY R cATAWO No Public otarY?u i,c`}?e tF;n€New York NO (),,al-fied-S,iffolk Count ��� Com"usslor,F ioires � 24 Commerce Drive•Riverhead,New York 11901 9(631)727-0600•Fax:(631)727-0606 NO,V. .•12016 4:02PM Fidelity National Title N0. 4636 P. 8 =Pu Fidelity National Title INSURANCE SERVICES,LLC TITLE NO. F16-7404-103127-SUFF Lucille W.Granfort and Dated: 06-13-2014 Saivator J.Granfort Ree'd 07-30-2014 Being married to each other and as tenants in common Liber: 12782 Page:943 To Emma M.C.Van Rooyen LAST OWNER PREMISES SOUTH: Jockey Creek PRMSES WEST:1000-070.00-04.00-027.000 George Ahlers and Dated: 10-03-1972 Barbara Reynolds f9rmerly Barbara Rubin Ree'd: 10-25-1972 To Liber:7268 Page 571 Carl G.Bratle and Shirley E.Bratle,his wife No proof of death of Carl G.Bratle in Suffolk Surrogates Court. Shirley E,Bratle,as surv'i'ving tenant by the Dated: 05-11-2011 Entirety of Carl G.Bratle,deceased 3/30/2007 Rec'd: 06-23-2011 To Liber: 12663 Page:616 Shirley E.Bratle and Barbara E.Bratle as co-trustees of the Shirley E.Bratle Trust under Agreement Dated 05/11/2011 LAST OWNER FIDELITY •PrT] INSURANCE SE ES,LL Sworn to before me this CYIRISz 3rd day of November,2016 M,4RY 3 ATALDO Ot,3r'j P,ibp.t )t2zv of^dnw York *NotP4ub � .59 Qu.Ji'f S 1 Sc-lfolk County Comm.ssion F,j cores 5—��9 24 Commerce Drive•Riverhead,New York 11901•(631)7270600 •Fax: (631)727-0606 Glenn Heidtmann P.O. Box 932 Cutchogue,N.Y. 11935 Phone(631)734-7484 info@gthbuild.com Fax(631)734-5943 Date: 11/04/16 Letter of Transmittal To: Town of Southold Aft: Building Dept. Re: 675 Hill Rd.,Southold We are submitting to you for approval: Attached X Description One(1)original health dept.stamped survey: R10-16-0058 Fidelity National Title Insurance: updated single&separate Receipt for Septic Permit: Southold Town Clerk's office Four(4)sets of stamped construction plans by John Condon,Engineer Four(4)surveys by Peconic Surveyors Three(3)proposed swimming pool plans Four(4)sets of pool drawings by H.Roy Jaffe re:drainage certification Southold Town building permit application and blank check(# 10 19)for permit fee Two(2)copies of Stormwater Management Work Sheet Southold Town Trustees Permit No. 8802 and approved stamped survey NYSDEC Letter of Non-Jurisdiction These are transmitted(as checked below) X For approval Approved as submitted Resubmit For your use Approved as noted Submit Copies for approval As requested Returned for corrections Return Corrected prints For review&comment For bids due Other Remarks: Copy to: Signed: 'o TEST HOLE DATA v i yo ca 9/28/15 Use C� o EL. 15.0' 112 —— 0 5, BROWN SANDY LOAM OL Srq'fc�,k BROWN SANDY SILT ML ggho ^7 —— 2.5' Sy fD tiC 10 F�qn PALE BROWN FINE SAND SP s-tii�Fo, T�Ey�rs• o EL. 0.5' —— 14.5' WA TER IN PALE BROWN FINE SAND SP 17, e WATER ENCOUNTERED 14.5' BELOW SURFACE APPROVAL OF STORMWATER MANAGEMENT F TIDAL WETLANDS AS CONTROL PLAN - n Cod er 236 FFOLK ENVIRONMENTAL Date:- 't-c, b IN 12/10/15 Approved by: EROSION &SEDIMENT CONTROLS ��OF NEVV ~ Shall include but not be limited to: P� ©,a� A well maintained Construction Entrance, �� X Wire Backed Slit Fencing,stabilization& Seeding of exposed and/or inactive soils. ' .�` Y Y . 49618 DRAINAGE INSPECTIONS ARE REQUIRE® Contact TOS Engineering at 765-1560 beforeEYORS, P.C. Backfill, OR Provide Engineer's Certification PEC that the dr,.:. • °•e has been installed to Code. (631) 765-5020 FAX (631) 765-1797 P.O. BOX 909 1230 TRAVELER STREET SOUTHOLD, N. Y. 11971 15--21'2 Load Short Form Job: 675 Hill Rd Date: 6/29/2017 t� I Entire House By: Anthony Amadio,PE Home Energy Solutions Plan: Heidtrnann Residence 50 Woodbury Road,Huntington,W 11414 Phone 631-673-0664 Email gdlamay3@msn com Web home-energysolutions com For: Heidtmann Residence 'NOV �0� 675 Hill Rd,Southold,NY 11971 1) 2x Carrier 24ABB324+FB4CNF024 2) 2x Acquecoil HHU-YA-1 3) 1xSlant/Fin BoilerSE-105EDP goo Htg Clg Infiltration Outside db(°F) 11 83 Method Simplified Inside db(°F) 72 75 Construction quality Tight Design TD(°F) 61 8 Fireplaces 1 (Tight) Daily range - L Inside humidity(%) 35 50 Moisture difference(gr/lb) 33 30 HEATING EQUIPMENT COOLING EQUIPMENT Make n/a Make n/a Trade n/a Trade n/a Model n/a Cond n/a AHRI ref. n/a Coll n/a AHRI ref. n/a Efficiency n/a Efficiency n/a Heating Input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 OF Total cooling 0 Btuh Actual airflow 0 cfm Actual airflow 0 cfm Airflowfactor 0 cfm/Btuh Air flow factor 0 cfm/Btuh Static pressure 0 in H2O' Static pressure 0 In H2O Space thermostat n/a Load sensible heat ratio 0 ROOM NAME Area Htg load Clg load HtgAVF ClgAVF (ftp (Btuh) (Btuh) (cfm) (cfm) AH2-Upstairs 1334 16757 13994 706 706 AH1-Downstairs 1946 24392 14905 706 706 Entire House 1 3280 41149 28900 1412 1412 Other equip loads 4709 591 Equip.@ 0.88 RSM 25863 Latent cooling 3091 TOTALS 3280 45858 28954 1 1412 1412 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. t= 7,rFr Wright'so t, Rght-Suite®Universal 201717 023RSU18218 2017-Jun-29054419 Page 1 ...serslDanianlDesktopt675 Hill Rd\675 Hill Rd.rup Calc=MJ8 Front Door faces•E Load Short Form Job: 675 Hill Rd Date: 612912017 I(I®II AM - Downstairs By: MhonyAmadio,PE I Home Energy Solutions Plan: Heidtmann Residence 50 Woodbury Road,Huntington,W 11414 Phone 631-673-0664 Email gdlamay3@msn.com Web home-energysolutions com Project • • For: Heidtmann Residence 675 Hill Rd,Southold,NY 11971 ® - • o • Htg Clg Infiltration Outside db(°F) 11 83 Method Simplified Inside db(°F) 72 75 Construction quality Tight Design TD(°F) 61 8 Fireplaces 1 (Tight) Daily range - L Inside humidity(%) 35 50 Moisture difference(grAb) 33 30 HEATING EQUIPMENT COOLING EQUIPMENT Make Slant/Fin Make Carrier Trade SLANT/FIN Trade w/Aquecoil HLIYA-1 Model SE-105EDP Cond 24ABB324WON310 AHRI ref 2101065 Coil FB4CNF024L AHRI ref 9397876 Efficiency 82.1 AFUE Efficiency 11.0 EER,13 SEER Heating input 105000 Btuh Sensible cooling 15960 Btuh Heating output 87000 Btuh Latent cooling 6840 Btuh Temperature rise 112 OF Total cooling 22800 Btuh Actual airflow 706 cfm Actual airflow 706 cfm Airflowfactor 0.029 cftnBtuh Airflowfactor 0.047 cl'mBtuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.87 ROOM NAME Area Htg load Clg load HtgAVF CIgAVF (ft) (Btuh) (Btuh) (cfm) (cfm) Utility 94 1764 635 51 30 Pwdr 41 585 277 17 13 Sitting 202 2095 1100 61 52 S Bath 50 1547 984 45 47 Master 406 5532 3688 160 175 M Bath 187 2776 1040 80 49 Kit Din Fam 968 10093 7180 292 340 BoWitalic values have been manuallyoverridden Calculations approved byACCA to meet all requirements of Manual J 8th Ed. +` ;wrightsoftPoghtSxwte®Umversa1201717023R5U18218 2017-Jun-29 05 4419 akPage 2 .sers\Damen\Desktop\675 Hill RdV675 Hill Rd.rup Calc=MJS Front Door faces:E AHI-Downstairs 1946 24392 14905 706 706 Other equip loads 2355 295 Equip.@ 0.88 RSM 13331 Latent cooling 2256 TOTALS 1946 26746 15587 706 706 Boldrdalic values have been manuallyovemdden Calculations approved byACCA to meet all requirements of Manual J 8th Ed. {n/r� Ihtsoft° 2017-Jun-290544.19 9 Right-Sulte®Un,versal20l7l7.0.23RSU18218 ACC ...sersUanianlDesktopW5 Hill Rd1675 Hill Rd.rup Calc=MJB Front Door faces E Page Load Short Form Job: 675 Hill Rd I AH2- Upstairs Date: 6/29/2017 p By: Anthony A=dio,PE III Home Energy Solutions Plan: Heidhmnn Residence 50 Woodbury Road,Huntington,W11414 Phone:631-673-0664 Email gdlamay3@msn com Web*home-energysolutions com ' s - • • For: Heidtmand Residence 675 Hill Rd,Southold,NY 11971 Htg Cig Infiltration Outside db(°F) 11 83 Method Simplified Inside db(°F) 72 75 Construction quality Tight Design TD(°F) 61 8 Fireplaces 1 (Tight) Daily range - L Inside humidity(%) 35 50 Moisture difference(grAb) 33 30 HEATING EQUIPMENT COOLING EQUIPMENT Make Slant/Fin Make Carrier Trade SLANT/FIN Trade w/Aquecoil HU-YA-1 Model SE-105EDP Cond 24ABB324WON310 AHRI ref '2101065 Coil FB4CNF024L AHRI ref 9397876 Efficiency 82.1 AFUE Efficiency 11.0 EER,13 SEER Heating input 105000 Btuh Sensible cooling 15960 Btuh Heating output 87000 Btuh Latent cooling 6840 Btuh Temperature rise 112 OF Total cooling 22800 Btuh Actual airflow 706 cfm Actual airflow 706 cfm Airflowfactor 0.042 cirn/Btuh Airflowfactor 0.050 cfm/Btuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.86 ROOM NAME Area Htg load Clg load HtgAVF CIgAVF (ft2) (Btuh) (Btuh) (cfm) (cfm) Open 182 2211 1346 93 68 Bath 2 50 94 63 4 3 Bed 3 294 3380 2665 142 134 Bath 1 50 877 607 37 31 Bath 3 55 336 224 14 11 Bed 2 274 3006 4706 127 237 Bed1 222 3693 3387 156 171 WIC3 60 1409 537 59 27 His 54 448 132 19 7 Hers 95 1302 327 55 17 Bo/dlltalrc values have been manuallyoverridden Calculations approved byACCA to meet all requirements of Manual J 8th Ed. 2017-Jun-29 05 44:19 71r' yr,ightsoW fight-Suite®Universal 201717.023RSU18218 ,frck...sers\DanianVesktop1675 Hill MOM Hill Rdsup Calc=MJ8 Front Door faces E Page4 AH2-Upstairs 1334 16757 13994 706 706 Other equip loads 2355 295 Equip.@ 0.88 RSM 12532 Latent cooling 2275 TOTALS 1334 19112 14807 706 706 Bold/italic values have been manuallyovemdden Calculations approved byACCA to meet all requirements of Manual J 8th Ed. 2017-Jun-29 05 4419 wrightsoft° FWght-Suite®Universal 2017 17.0.23 RSU18218 Page 5 ACM...serslDanianTesktop\675 Hill Rd1675 Hill Rd.rup Calc=MJ8 Front Door faces.E Right-M Worksheet Job: 675 Hill Rd ®� Entire House Date: 6/29/2017 PE Home Energy Solutions ArttltorryAmadio,an Pen: Heidlmann Residence 50 Woodbury Road,Huntngton,NY11414 Phone 631-673-0664 Email:gdlamay3@msn com Web home-energysolutons.com 1 Room name Entre House AI-12-Upstairs 2 EVosedwall 381A It 159.9 It 3 Room height 9.6 It 9.0 ft 4 Roomdimensons 5 Room area 3279.8 fe 13340 ft' Ty Constucton U-value Or HTM Area (fl) Load Area M) Load number (BtuhfiF--°F) (Btuor perimeter (ft) (B h) or perimeter (ft) (Btuh) Heat Cool Gross NIP/S Heat Cool Gross N/P/S Heat Cool 6 �C 261azi1n tldroutM - ~ 0.0490....n„nT �� e__ b_ _3:01_.:.;.•_.221 66;,:,_, x.'86' 257. W Frm wall,wd ext,1% 0 067 n 411 0.84 758 665 2734 559 248 210 865 177 _g�g r�� n 2026 8.00_ 93 0 1884 744 37 0 754 298 a0.049.„e._.,.._.._3.01.:.._._.221__ -,,-,226.,w,_' 226 ..o_,.680 ,,_a�500::_- 226..._. ._2261.: ,,...680 w_< .._500 11W Frm wall,wd exf,1/ 0 067 a 4.11 084 656 539 2217 453 161 136 561 115 2 glazing,dr out 0 330 a 2026 8.89 5 10 97 43 0 0 0 0 2 glazing,or out 0.330 a 20.26 30.26 25 0 498 744 6 0 122 182 2 glazing,or out 0 330 a 2026 3026 48 0 973 1452 0 0 0 0 D 11NO 0.350 a 21,49 758 19 19 401 141 19 19 401 141 D 11NO _ 0.350 a 21,49 383 21 _ 21 451 _80 0_ _ 0 _ 0 0 0100_ s =-'TOT _ 18_v _._54 A18 54. 40 Fnn wall,wd ext,1/ 0 067 s 4.11 -r 0.84 890 748 3079 629 315 263 1083 221 2 glazing,dr out 0 330 s 2026 16.39 5 0 95 76 0 0 0 0 2 glazing,dr outr, 0.330 s 20.26 1475 116 0 2341 1705 52 0 1047 762 2 glazing,droutr, 0.330 s 20.26 7.1121 43 432 152 0 0 0 0 Frm wall,wd ext 1/ ' 0.067 .suv 4:11 0.84 .a„�., '56 rv` ,19. . ......,80 16 .,,_0 ....._ ;0..,., ..;._-0 t) 2 glazing,dr out_ y,---0.330 :sw- � 20.215 ,_25,85_..__-:10 325 W 16B-19ad 0 049 w 3.01 221 61 61 184 135 61 _ 61 184 135 Frmwall,wdext 1/ 0.067 w_ 4.11 = -',084 891" ' 618 " "2541 519" '-<` 326 ", 215 _ '683,_._.. ."981 2glazing,dr6utr,, , 0.330 w 2026 30.26 _, 145 ",0 2945 4396 111 0 - 2254 3366 i_igga*g,drout ti3O�330_.:w 2,026 934 w _128 x__227,._ :2594 r «.11950 _" -Q ,. .. 0 ._'_ 0 1/tJ Frm wall,wd eA l/J 0.067 nw 4.11 PO 84 35 19 80 16 0- u0 0 -6 I-G 2 glaang,dr oW0 330 nw 2026 20.63 16 0 325 330 0 0 0 0 Rfj 12E-Osw�, T -'-,-'---0-0-6-8- • ,0068 4:15 -1.90 7" _185 164 T-.....,660 ,., !-D. 79N0 0.350-n-. _21:35-,, 9.8b_ ,,'-21_ __>21 448 _206_-'A M b -__�.,„0 e J vO_ �0 C Attcceiling,aspha 0.020 1.23 0.90 1947 1947 2391 1758 1334 1334 1638 1205 __ _. _ _..__._.._... ._....._. _. _ . ___ .. __ -_,. ._.. _- F 19A30bswp, ._ _ ., 0.034 _ ..:1,75 ;_ 022 1946_+x__,19.48 =`:3409_ 428 _ _0 � 0 0. _-.0 F 19A-30bsu✓p _ 0.034 - 1.75 - 02.2 2 y 2 3 0 -- 2 2 3 0 6 c)AED excursion 3166 1359 Envelopeloss/gain 32197 20402 10786 8870 12 a) Infiltrator 0 0 0 0 b) Room ventlaton 0 0 0 0 13 Intemalgains• Occupants@ 230 5 1150 3 690 Appliances/other 2400 0 Subtotal(lines6 to 13) 32197 23952 10786 9560 Lesse)demalload 0 0 0 0 Lesstansfer 0 0 0 0 Redisinbuton 0 0 0 0 14 Subtotal 32197 23952 10786 9560 15 Dud loads 28% 21%1 8952 4947 55% 46% 5971 4435 Total room load 41149 28900 16757 13994 Air required(dim) 14121 1412 706 706 Calculations approved byACCA to meet all requirements of Manual J 8th Ed wri ititsoft" • �- RighF2017-Jun-2905.4419Suite®Universa1201717.023RSU18218 sers\Daman\Desldop1675 Hill Rdt675 Hill Rd.rup Calc=MJ8 Front Door faces E Pagel Right-JO Worksheet Job: 675 Hill Rd Entire House Date: 6/29/2017 Anthony Amadio,PE Home Energy Solutions Pan: Heidta ann Residence 50 Woodbury Road,Huntington,W 11414 Phone 631-673-0664 Email.gdlamay3@msn com Web.home-energysolubons com 1 Room name AH1-Downstairs 2 Exposed wall 2215 ft 3 Room height 10.0 ft 4 Room dimensions 5 Room area 19458 ftz Ty Construchon U-value Or HTM Area OF) Load Area Load number (Btuh/ft't°F) (BtuhAF) or perimeter (ft) (Btuh) or perimeter Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 W _16B�19ad._� .: _�0.049 n__ 3.01-T_._221 ." -_O _. .. ._.4 IW - Fnn wall,wd eA 1/ 0.067 n 4.11 - 0.84 510 - 454 1868 382 i L-G 2 glazing,dr out 0.330 n 20.26 800 5.6 _ 0 1131 _ _446 0049 _e 3.01. _221 - 0 u. 0 _-_0 - -_0 --- 11 W Frm wall,wd ext,1/ 0.067 a 411 0.84 495 403 1656 339 - m O2 glazing,dr out 0.330 a 2026 889 5 10 97 43 2 glazing,dr out 0.330 a 20.26 3026 19 0 377 563 2 glazing,dr out 0 330 a 2026 3026 48 0 973 1452 11NO 0350 a 21.49 758 0 0 0 0 D D 11NO 0.350 a 21.49 3.83 21 21 451 80 �N<._._ 16B_19adA __---_--v_..,__ :0049---s_._ _.....,3.01 ..-_.221 _;_._.._0 -_-0 _. 0 0. W Fnn wall,wd ext,1/ 0.067 s 4.11 084 575 485 1996 408 2 glazing,dr out 0 330 s 2026 16.39 5 0 95 76 2 glazing,dr out 0.330 s 2026 1475 64 0 1294 942 2 glazing,dr out 0.330 s 2026 711 21 43 432 152 U,V Frmwall,wd'e:Q 1/ '- 0.067"sw -;4.11. -- - 85 ^- -'19 T 80 -- 16 2glaan9,drout_ _._ ._.._.._0.330-sw_. _2026-----2585 ...._nom 16 - -- 0_v '.-.325 _.- =.414 W 166-19ad 0 049 w 301 221 0 0 0 0 _- - ___ _. -_- --_ _ _.__ V _ .___, _ W' Frm wall;wd ext,-1/�--`'-�-�' -0.067.w .411 -��-064 " • 565` � ;4D3 , 1657� - 339 - 2 glazing,cir out.• ,'0.330- w - 2026 3026 34 0 691 1032 ; 2glazing,drout_ryr._,�_;.____0330 w_. _-_2026'_._ 9.34 128 , 227 2594 1195., W II � Frm wall,wd ext,1/ 0.067 nw 411 0.84 35 19 80 16 -L-G 2glazing,droutr 0.330_nw 2026 2063 16 0 325 - 330 12E-Osw • ... 0.068 ___ 1 90`.�--�185"-,--'• 164'- 7.680 _ 11N0_-__ _-.-.----0350--n----21 35 _ 9.80_.- 21 ___21 _.__....448_ __.,._206 C Atbcosilingµaspha_ 0.020 1.23 090 613 613 753 554 _. _ --. ---- - .._ ._ __ F_ ;_19A30bswp__-- -_- - - 0034'amu___'__.1 75____022____ 1946__• :_1946 __3409 _.-..• 428., F 19A30bsNp �. 0034 - 175 022 0 0 y. 0 _. 0 _ 6 c)AEDe)=rsion 1807 Envelope losslgam 21411 11533 12 a) Infiltration 0 0 b) Room ventilation 0 0 13 Intomalgans Occupants @ 230 2 460 Applianceslother 2400 Subtotal(lines 6 to 13) 21411 14393 Lessextemalload 0 0 Less transfer 0 0 Redistribution 0 0 14 Subtotal 21411 14393 15 Dud loads 14% 4% 2981 513 Total room load 24392 14905 Air required(dm) 7061 los Calculations approved bVACCA to meet all requirements of Manual J 8th Ed '�"W rIghtSOfil:" 2017-Jun-29 05 4419 Poght-Sulte@Universal 201717.023 RSU18218 Page 2 serslDaman\Desktop1675 Hill RM675 Hill Rd.rup Calc=MJ8 Front Door faces E Right-JO Worksheet Job: 675 Hill Rd II®�I AHI - Downstairs Date: 6/29/2017 Arrthorry u4madio,PE Home Energy Solutions Pan: Heidtmann Residence 50 Woodbury Road,Huntington,W 11414 Phone 631-673-0664 Email gdlamay3@msn.com Web home-energysolutions.com 1 Room name AH1-Downstairs Utility 2 Exposed wall 2215 fit 125 ft 3 Room height 100 ft 100 ft heaVaDol 4 Room dimensions 75 x 125 ft 5 Room area 1945.8 fF 938 ftz Ty Construction Ll-value Or HTM Area (f8) Load Area (fly Load number (Btuh/fK°F) (Btuh)ffz) or penmetor (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 W- _ 966.19ad 0.049. n 0 00 0.00 --,--0 0 - p p _ 0. -0- `0.-__ - 0 W Frm wall,wd eQ 1/ 0.067 n 4.11 084 510 454 1868 382 0 0 6 0 �G 2 glazing,dr ,outr, 0 330 n 2026 8.00 56 0 1131 446 0 0 0 0 W` _.16&19ad._�_ :_'_---0'049 e= ---0.00 -__-=000 _. ..,_ D_-_-:- _ 0 ------0_-___---- -- -- ---0___r _0 __-...__0 11 W Frrn wall,wd ext,1/ 0.067 a 411 084 495 403 1656 339 0 0 0 0 2 glazing,dr out 0 330 a 2026 889 5 10 97 43 0 0 0 0 2 glazing,dr out 0 330 a 20.26 3026 19 0 377 563 0 0 0 0 2 glazing,dr out 0.330 a 20.26 3026 48 0 973 1452 0 0 0 0 D 11NO 0.350 a 000 000 0 0 0 0 0 0 0 0 D 11 NO 0.350 a 21.49 383 21 21 451 80 0 0 0 0 049 000 ,._ _�_p 0 - --_0,- - -0_ ._' „ 0 W Frm wall,wd exf,1/ 0 067 s 411 0.84 575 485 1996 408 125 112 459 94 2 glazing,dr out 0.330 s 2026 16.39 5 0 95 76 0 0 0 0 2 glazing,dr out 0 330 s 2026 14.75 64 0 1294 942 13 0 270 197 .2 glazing, _ _ 0.330 s 2026 711 21 43 432 152 0 0 0 0 W 66-19 dd outl/ ,',^ 0049 sw ---411 0.84 - 35 ..- „. 19- 80 1fi_. . 0 0 7-6 0 - _ sw 1_ __2026 _._25.85-----__, 16•--: 0_._ _ 325 0 w 0.00 000 0 0 0 0 0 0 0 0 ___,_.- Frrnwell,wdext 0.067'�'w 4.11 __ .a __..___. 5, 403 1657- R-336- ,- O -- ._-.__._0__----_0 2 glazing,dr out 0.330 .W .20 26 ,e 30,26. 340 691 1032 0 0 0 -0 , 2glazing,drout -- 0330 -w 20.26 ._-_934-___-128 _ 227 2594 1195 0 0 0 :0, W rn Frwall,wd exf,i/ 0.067 nw _ 4.11 084 35 -19 -- 80 -�-16- - - 0 •_0__._. O _ ..__,... 0 jglozingi,dr out 0.330 nw, 2026 20.63 16 0 325 330 0 0 0 0 12E-0sN - -' ------6.66 ' 1.90' 165 - 164 -"---'685'- 312 J , 140 - —146,-. -681 - 267 .D 11N0--. - -- -------0.350--n_ -._21.35 .._-19 80.-,--21, 21 ----448-,--_206 Cµ Athc ceiling,aspha µ 0020 - 123 T 0.90 613 613 753 554 60 60 74 54 _.._.- _.._ _ __.__. ... ._ _.... F_ ._ .19A 30bsuvp 0 034_ -1.75_.__-_022 -- _1946 1946_____3409_ _ -426 __ _.94_ `94 164 F 19A30bswp 0 034 0.00 000 0 0 0 0 0 0 0 0 6 c)AED exarsion 1807 -18 Envelopelosslgain 21411 11533 1548 614 12 a) Infiltration 0 0 0 0 b) Room ventilation 0 0 0 0 13 Internal gams Occupants@ 230 2 460 0 0 Applianoes/other 2400 0 Subtotal(lines 6 to 13) 21411 14393 1548 614 Less extemalload 0 0 0 0 Lesstransler 0 00 0 Redistribution 0 0 0 0 14 Subtotal 21411 14393 1548 614 15 Dud loads 14% 4% 2981 513 14% 4% 216 22 Total room load 24392 14905 1764635 Air required(cfm) 706 706 51 30 Calculations approved byACCA to meet all requirements of Manual J 8th Ed RCCA` 'wf 19F9'CSof - 2017-Jun-29054419 Right-Sude®Universal 2017 17.0.23 RSU18218 Page 3 ...sers\DanianlDesktop1675 Hill Rd\675 Hill Rd rup Calc=MJ8 Front Door faces*E Right-JO Worksheet Job: 675 Hill Rd AHI - Downstairs Date: 6/29/2017 Home Energy Solutions AnthonyArnadio,PE P an: Heidtmann Residence 50 Woodbury Road,Huntington,NY 11414 Phone 631-673-0664 Email gdlamay3@msn.com Web home-energysolubons com 1 Room name Pwdr Sitting 2 Evosed wall 5.5 It 23.0 It 3 Room height 100 It heat/cool 10.0 It heatl000l 4 Room dimensions 7.5 x 5.5 ft 15.5 x 13.0 It 5 Room area 41.3 ft= 2015 fF Ty Construction U-value Or HTM Area (ftp Load number (Btuhlfe--°F) (Btuh/rl?) or perimeter (ft) (Btuh) Area apenmeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 .W 16819ad..s.,,' .. _.- -. «0.049. n 000_. _0.00 .=. _' _0 0 0^x._ 0:.._ O.M _ ,`0._.-... _-0 0 WI _ Frm wall,wd ext,1/ 0.067 n 4.11 0.84 0 0 0 0 40 40 165 34 L-(i 2 glazing,dr ,oufr, 0 330 n 2026 800 0 0 0 0 0 0 0 0 w 16B19ad_ __..__.0.049 -e-- - 0.00 .-.._ 0.00 --p- - 0- - - '0 --0 11 W Frrn wall,wd eA 1/ 0 067 a 411 0.84 0 0 0 0 155 131 539 110 2 glazing,dr out 0 330 a 20.26 8.89 0 0 0 0 0 0 0 0 2 glazing,dr out 0 330 a 2026 3026 0 0 0 0 0 0 0 0 2 glazing,dr out 0 330 a 2026 3026 0 0 0 0 24 0 486 726 11 NO 0.350 e 000 000 0 0 0 0 0 0 0 0 D OD 11 NO 0 350 a 21.49 3.83 0 0 0 0 0 0 0 0 _. .... - W _•:16&19ad:.,..�r_.,•T:.. -..-. 0.049_.csa._....._000.._ _000 __. ,___0 _-___ _.,0 __...0 _ ___ .._0 - .0. ....:_ _0 W Frm wall,wd ext,1/ 0 067 s 4.11 0.84 55 42 171 35 35 35 144 29 2 glazing,dr out 0.330 s 2026 1639 0 0 0 0 0 0 0 0 2 glazing,dr outr. 0.330 s 2026 14.75 13 0 270 197 0 0 0 0 - 2 glazing,dr out 0.330 s 2026 711 0 0 0 0 0 0 00 - -- - -- -.a ..-- --- --a -- - IW • Frmwall,wdexf1/ 0087 sw 4.11 0.84 0-- -0 p - 0 0 _ __ 2glazing,drout____._._ _,.-_..-x.0.330 .Sw, _._-2026._. .2585 0, 0_ ' ,_0 :� _ 0_--`----__0 0_'_ .0 W 16B-19ad 0 049 w 000 0.000 0 0 0 0 0 0 0 Frmwall,wdexl1% - _- 0.067 wW * , 4.11 . 0134' "' _ 0 0_ .. o`,_-_ -_;0_- 0 _.T-__._.0 0 0 2glazing,droutr, 0.330 w 20.26 3026 0 0 • 0 0 '0 ,0 ` 0 0 ._�G "2glaang,drout _e__�033p- w-__ 2026-_~_9� _.__�0_-- _-.0- --_._--0 -_ 0-- _-_ 0 __0; _'0_._-��0 WII -- Frm wall,wd exp 1/ 0.067 nw, 411 0 M 0 0 0 0 0 0 0 0 _L-G 2glazing,drout ,__. -15"66-8 _0330 nw 20.26 2063 ._ ___-_-0-_____0_-_- 0-----_0 __---- _0--_ ,0_. _ 0 0 12E-OsN' 0 068 - 4.15 •- 1 90 0 0 , 0 0 6 0 -�. � 0 - 0 'D 11 NO--_4_-s,. �-_____ .__,__0.350_.n__,_�21.35; __.9.80 _._ 0 ; , _0 _p 0 _ 0,_ ._. ,_0___.__.. .0_ __- 0 C_ Attic ceiling,aspha 0.020 - 123 0.90 0 0 0 0 124 124 152 112 . .. _ _ .. .-_ ., __ .._.,. a ,9 _0 202--.- ,._._202 350:_- ;-,'44 F19A 30bswp _ 0034 _ .__ 0.00 _--_-----t)0__ -._ ,p-._,t .___0 __--_._� .. ___ _ 0 0 0 0 0 6 c)AED exarsion 27 6 Envelope loss/gain 514 268 1839 1062 12 a) Infiltration 0 0 0 0 b) Room ventilation 0 0 0 0 13 Internal gains Occupants@ 230 0 p p 0 Appliances/other 0 0 Subtotal(lines 6 to 13) 514 268 1839 1062 Less exlemalload 0 0 0 0 Lesstransfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 514 268 1839 1062 15 Ductloads 14% 4% 72 10 14% 4% 256 38 Total room load 585 277 2095 1100 Pur required(dm) 17 131 61 52 Calculations approved byACCA to meet all requirements of Manual J 8th Ed "7;W illi ght s0'Ct- 2017-Jun-29 05A4 19 Poght-SuiteOUniversal 201717 0.23 RSU18218 Page 4 serslDanianlDesktopk675 Hill Rd\675 Hill Rd rup Calc=MJB Front Door faces E Right-JO Worksheet Job: 675 Hili Rd I�©�I AHI - Downstairs Date: 6/29/2017 AnthonyAmadio,PE Home Energy Solutions P an: Heidtrnann Residence 50 Woodbury Road,Huntington,NY 11414 Phone 631-673-0664 Email*gdlamay3@msn com Web home-energysolubons com 1 Room name S Bath Master 2 Exposed wall 200 ft 465 It 3 Room height 100 It heaUcool 10.0 It heat/000l 4 Room dimensions 5.5 x 9.0 ft 10 x 405 8 ft 5 Room area 49.5 ft2 405 8 ftz Ty Construc4on U-value Or HTM Area (ftp Load Area (ftp Load number (Btuhlft�-°F) (Bbrh/fe) or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 !N '16B19ad_ 0049 __n _000 --_0.00.._ 0.___ ._ 0 _ _.0-- -----0-- -- --0-= 00 --,-- -0 W Fnn wall,wd exp 1/ 0 067 n 411 084 90 90 370 76 195 158 649 133 I--G 2 glazing,dr ,outr 0.330 n 20.26 8 00 0 0 0 0 37 0 754 298 _-_—__--- __ --_. _-_ __ __-___ -- -- - _ _ ...-.--- -- __ ----. v • _W_.__ 16B-19ad, - � ,,-,-�„, __. _._0.049'_-e� - 0.00 . 0.00 ,_ 0 _0 - 11 W Frm wall,wd ext,1/ 0.067 a 411 084 55 31 128 26 0 0 0 0 O2 glazing,dr out; 0.330 a 2026 889 0 0 0 0 0 0 0 0 2glazing,droutr, 0330 a 2026 3026 0 0 0 0 0 0 0 0 2 glazing,dr out, 0 330 a 2026 3026 24 0 486 726 0 0 0 0 11NO 0.350 a 0.00 0.00 0 0 0 0 0 0 0 0 D D 11 NO 0.350 a 2149 3 83 0 0 0 0 0 0 0 0 W .16&19ad___ =__.:.__.0.049 _s__ _000_---0'00 __ ---_- 0 0 --_. - _0 -0 _ _, 0 0 =...0--- 0 WI - Frm wall,wd eA 1/ 0 067 s 4.11 084 0 0 0 0 110 89 365 75 2 glazing,dr outr, 0.330 s 2026 1639 0 0 0 0 0 0 0 0 2 glazing,dr out 0 330 s 2026 1475 0 0 0 0 0 0 0 0 2 glaring,dr out 0 330 s 2026 7110 0 0 0 21 21 432 152 Fmiwall,wdext,l/- 0067 'sw' ---'4.1f 0.84 _ _O 6--- 0 - -----0 -35 _. 19... ..80 _ _. -.._-.G 2glanng,drou%_-_ _ _..0,330•_`'w- -2026 . _.25.85 _ .__0 0 -_:0 -0 16414 _..,..__ 0 _325 W 16B-1 gad 0.049 w 000000 _ 0 0 0 _ 0 0 0 T 0 0 - - Frm wall,wd ext 1/, 6.667 w 411 _ T0.84 P -65-- 55 _ 6' -46 _ 22- - .-.90 56 _ 230 0 2 glazing,drout 0.330 w 2026, 3026 0 0 0 0 34 0 691' 1032 .__2026 9m- - 0. _ . .-.0 0 0 6 -- - 6 - - -0 -0- W Fan wall,wd ext,1/ 0.067 nw 411 084 0 0 0 0 35 19 BO 16 L—G 2 glazing,dr out 0.330 nw 20 26 2063 0 0 0 0 16 0 325 330 -._- -_ _ __._.._._.-0_� -_ .�- ___--_---- -- �I 12E-Osw_ 0.068 '- 4.15 1.90 0' -�.--0 - ----p---._ 0 _r-_ O ----0_. _.,__�0...._ 0 ^ D 11NO.—__. _-,___--0.350_ten------2135',__ 080 . =0-- 0 0 --0 -0 0 -_ 0 __--0 C Atbcoeiling,aspha 0.020 - 123 090 50 50 61 45 176 176 216 159 r w _. .... F 19A.-30bswp_ -a_ -,.-_.0 034 e_. __1.75--_ 022 50`---_50,-.__..._ _87406 F 19A-30bwp 0.034 00d 0 00 0 0 0 0 0 0 _ 0 - 0 6 c)AED excursion 21 341 Envelopeloss/gain 1358 951 4856 3101 12 a) Infiltration 0 0 0 0 b) Room oentlabon 0 0 0 0 13 Intemalgains Occupants@ 230 0 0 2 460 Appliancestother 0 0 Subtotal(lines6 to 13) 1358 951 4856 3561 Less extemalload 0 0 0 0 Lesstransfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 1358 951 4856 3561 15 Duct loads 14% 4% 189 34 14% 4% 676 127 Total room load 1547 984 5532 3688 Airrequired(dm) 45 47 160 175 Calculations approved byACCA to meet all requirements of Manual J 8th Ed itcCAwrigntsof ' Powte@ 2017-Jun-29054419 ght-SUniversal 201717 023 RSU18218 Page 5 ..sers\DamantDesktopt675 Hill Rd\675 Hill Rd.rup Calc=MJ8 Front Door faces E Right-JO Worksheet Job: 675 Hill Rd AHI - Downstairs Date: 6/29/2017 Home Energy Solutions Plan: tlda ann'Res1d PE e 50 Woodbury Road,Huntington,NY 11414 Phone 631-673-0664 Email gdlamay3@msn com Web home-energysoluhons.com 1 Room name M Bath NtDin Fam 2 Exposed wall 330 ft 810 ft 3 Room height 10.0 ft heat/000l 10.0 ft heat/cool 4 Room dimensions 1.0 x 186 5 ft 1.0 x 967 5 ft 5 Room area 1865 fF 967 5 ir? Ty Conshuchon U-value Or H Area Load Load number (Btuhltl�°F) (Btu hr ) or perimeter (f0 (B h) oreapenmeetter (fl) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 .0.049 n- 0.00 -.._0.00 ._ M^_0 0 -.-A WI _ Frm wall,wd eA 1/ 0.067 n 4.11 0.84 140 121 499 Y102 45 45 185 38 -i 2 glazing,dr outr, 0.330 n_ 2026 800 19 0 377 _ 149 0 0 0_ 0 W-- 16&19ad' _u_, 9.049 :-e- ---_-000. _' _-_-0.00 0_.4 0 _rv_0 ._ _.-s0' .. 0 0 -- _ -0. _0 11 'W Frm wall,wd eA 1/ 0.067 a 411 084 95 76 314 64 190 164 675 138 2 glazing,dr ,outr 0 330 a 2026 889 0 0 0 0 5 5 97 43 2 glazing,dr outr, 0330 a 2026 30.26 19 0 377 563 0 0 0 0 2 glazing,dr outr, 0 330 a 2026 3026 0 0 0 0 0 0 0 0 11NO 0.350 a 000 0.00 0 0 0 0 0 0 0 0 D 11 NO 0.350 a 21.49 3 83 0 0 0 0 21 _ 21 451 80 __--_----- - -__�_ �____ a __._ _ _._----------- - -- :.._0.049.:s._._._;0.00=..._ 0.00_- 0._ .0 0. a ..0"_.--. --0 :_ '-.0 Q.. W Frm wall,wd exf 1/ 0 067 s 4.11 0.84 0 0 0 0 250 20B 856 175 2 glazing,dr out 0 330 s 2026 16.39 0 0 0 0 5 0 95 76 2 glazing,dr out 0.330 s 2026 14.75 0 0 0 0 37 0 754 549 2glazing,droutr_, 0.330 s 2026 7.11 0 0 0 0 0 0 0 Frmwall;wdexl1/ 0.067 iW ,--411 T^084 _.___ 0,-___ --- - .`_ �0 - -_0 _;_-_, 0_.__ __`0 0 0 0 �G.2glazing,dr_ou7---!,..' 0.330:_sw._'---2026__-25'85----_-_-0 _ 0---------_0-- _-_0 0 W 16B-1 gad 0.049 w 0 00 0 00 0 0 0 00 0_ _ 0 _ 0 W Fmiwall,wd eict 17 " 0.067 'vv 4.11 - .0:84--------- 166 2 glazing,droutr, ,0330 'w 2026` 3026 0 0 0 - 0 0- 0 0' 0 -0.330, w': __'2 026 ,:,y 9:34..,. .0 _0' ,_`_ 0 .._ 0 _ .128 1.14 259.4 1195 �j Fnn wall,wd eA 1/ 0.067 nw 411 084 0 - 0"- " » 0 0 0 » " - 0 0 0 -G 2 glazing,dr out; 0.330 nw 2026 20.63 0 0 0 0 0 0 0 0 __..„_ 12E Osro _ 0'068 4.15... 1.90 Y._0 +J,_.0..... --r0 -6_._-. _. 45 r 24 100 -, 46 D'.11N0 ,- .._. -n-e__-21:35-._y.;980.:_---_._ 0 -- 0 _"___RO,----A_...-__-_21---_._w21__ ._448 .-x__.206 C Athcoeiling,aspha 0020 - 123 0.90 124 124 152 112 81 61 99 73 .19430bswp- _ _ X0.034_ -_1.75 _^:_022 =_-187_t�__18-7 _w_'327 _ :_41 _--=- 968 _._968 1695 .._ 213 F 19Fr30bswp V_« 0.034 - 000 000 0 0 _ -3-_.- . _0_ _ __0 0_ _0 .__ _ .0 6 c)AED excursion -106 1536 Envelope loss(gain 2437 1004 8859 4533 12 a) Infiltration 0 0 0 0 b) Room ventilation 0 0 0 0 13 Internal gains Occupants @ 230 0 p p 0 Appliancestother 0 2400 Subtotal(lines 6 to 13) 2437 1004 8859 6933 Less e)demal load 0 0 0 0 Lesstransrer 0 0 0 0 Redistribution0 0 0 0 14 u 2437 1004 8859 6933 15 Duct loads 14% 4%1 339 36 14% 4% 1233 247 Total room load 2776 1040 10093 7180 Air required(dm) 80 49 292 340 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed 4CCIi 'Wrightsaft" Poght-Suite@ Universal 2017 17 0.23 RSU1 8218 2017-Jun-29054419 serslDanianlDesktop1675 Hill Rd1675 Hill Rd.rup Calc=MJ8 Front Door faces E Page 6 Right-M Worksheet Job: 675 Hill Rd I�®�I AH2 - Upstairs Date: 6/29/2017 AnthonyAmadio,PE Home Energy Solutions Pan: Heidtmann Residence 50 Woodbury Road,Huntington,W11414 Phone 631-673-0664 Email gdlamay3@msn.com Web home-energysolubons com 1 Room name AH2-Upstairs Open 3 Room height ght 9.0 ft wall 159 9 ft 9 0 ft 265 ft heat/mol 4 Roomdimens4ons 1.0 x 181.5 ft 5 Room area 1334 0 fe 1815 ftz Ty Construction U-value (ft') Load Area Or HTM Area M) Load number (Bbihlft-'F) (Btuh/W) or perimeter (ft) (Blah) or penmeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool __........ - - _... --_. '6 ---- - 1 - 1 21 _ _ 86_,___-Y- 86-- 189-__ -__-86 :__- 86 --__257'_ .,,_.189 WI _ Frm wall,wd ext,1/ 0 067 n 411 0.84 248 210 865 177 0 0 0 0 L-G 2 glazing,dr outr, 0 330 n 2026 800 37 0 754 298 0 0 0 0 - --,e,-, ,_. __ .__ _.____ ,._... _.,_ --_-_. ._. _.__ ._ W_Y 16619ad ---- T_ 0.049 tee .___ 3 01.�___221 226---`.._:i 6=_.__680-_ T___500-_-- 82 _ _.- 82 '._--_x 247 181. 11 W Firm wall,wd ext 1/ 0 067 a 4.11 084 161 136 561 115 53 28 117 24 2 glazing,dr outr, 0.330 e 000 000 0 0 0 0 0 0 0 0 2 glazing,dr outr, 0 330 a 2026 3026 6 0 122 182 6 0 122 182 2 glazing,dr out-, 0 330 e 000 000 0 0 0 0 0 0 0 0 D 11NO 0.350 a 2149 7.58 19 19 401 141 19 19 401 141 D 11NO 0350 a 0.00 000 0 0 0 0 0 0 0 0 - - - .r. .»._._. ------ --- - - - ---- - - -- - -- - - ..._._.__.. �N.._r_16&19ad.>, .. __..w. ._.._ 0:049.: s .,_ _3.01 'LL 221 _ 18 - _-18- --54 40_._`...,_18 -18_:. _ ___:_,--_40 Frm wall,wd ext,1/ 0.067 s 411 0.84 315 263 1083 221 0 0 0 0 2 glazing,droutr, 0.330 s 000 0.00 0 0 0 0 0 0 0 0 2 glazing,droutr, 0.330 s 2026 1475 52 0 1047 762 0 0 0 0 2 glazing,dr oulr, 0 330 s 0.00 000 0 0 00 0 0 0 0 .W-7.^._-Fmiwall,wdext,l/' -� --0067 .sw 000 ' 000 p - _0 0 0 ..._. _ 0_._-. _y0._ 0 2 glazing,dr outr,. _. __ .W_.0.330 ,sN, 0.00 :. 0.00 -0 .--- ___0 ._: 0 _:_ .. 0 0 -s__ ...0__,__ ._0 W 16B-19ad 0.049 w 3 01 2.21 61 __ 61 184 135 0 0 0 0 W •'''Fmiwall,wdext 1/___ 411 _..._0 ._._...326 ' :1 215 'v 883 181 __ _.,Q 0_ _ 0 0 �1--� 2 glazing,droutr, , 0.330 w. 2026 30.26 111 0 2254 `3366 .0 0 0 0 ,2glaang.droutr.� u.- 0.330_w_. _ 000. _��OQ 0 --=0 0 0 0 _..�. 0 W Fmt wall,wd ext,l/ 0 067 nw 0 00 0 00 0 0 -0 0 0 0 0 0 2 glazing,dr outr, 1.0.330 nw 000 0.00 0 0 0 0 0 0 0 0 fj -12E-Osw 0.068 X - '"0.00 0.00 0 0 _._ 0__ ,-_.0 O ,__.- __0. _0 _..__. 0 .'---D J1No.._. :...__,,_,_. �.-~0.350�n_-_-e_000 - ,,_0.00 __0_ �0__ 0 : 0 C Attic ceiling,aspha 0020 123 090 1334 1334 1638 12.05 182 182 _ 2.23 164 .F� w. 19A-30bsrvp-' -- - 0034__ _.000„ 0.00 ?-_'. 0-: _._0_ 0___ _ 0 _0"_ - 0._ _.u'.0.___,..__0 F 19A-30bsw - - _ _ - -_ --_-= ---p - -_....._ 0034._..". .__._x.75 ��.. _�_?__---- 2---- --3 ----_ - 0 -- - -2 2 3 0 6 c)AED exarsion 1359 -2 Envelopeloss/gain 10786 8870 1423 919 12 a) Infiltration 0 0 0 0 b) Room ventilation 0 0 0 0 13 Internal gains Occupants@ 230 3 690 0 0 Appliancestother 0 0 Subtotal(lines 6 to 13) 10786 9560 1423 919 Less exdemalload 0 0 0 0 Lesstransfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 10786 9560 1423 919 15 Ductloads 55% 46% 5971 4435 55% 46% 788 426 Total room load 16757 13994 2211 1346 Airrequired(dm) 706 706 93 68 Calculations approved byACCA to meet all requirements of Manual J 8th Ed .4CCA-lf� 'wrightsoYt" 2017-Jun-29054419 Wght-Suite®Universal 201717 023 RSU18218 Page 7 ..serslDanianlDesktop\675 Hill Rd1675 Hill Rd rup Calc=MJ8 Front Door faces,E Right-J®Worksheet Job: 675 Hill Rd I�®�I AH2 - Upstairs Date: 6/29/2017 Home Energy Solutions MtltonyAmadio,PE P an: Heidtrnann Residence 50 Woodbury Road,Huntington,NY 11414 Phone.631-673-0664 Email gdlamay3@msn.com Web-hornaenergysolubons.com 1 Room name Bath 2 Bed 3 2 Exposed wall O ft 354 It 3 Room height 9.0 It heat/000l 90 ft heat/mol 4 Room dimensions 90 ,x 5.5 ft 1.0 x 294A It 5 Room area 49.5 Ill 294.4 iF Ty Construction U-value Or HTM Area (ftp Load Area (ftp Load number (Btuhff-'F) (BtuhdF) or penmeter (ft) (Btuh) or perimeter (tQ (Btuh) Heat Cool Gross NIP/S Heat Cool Gross N/P/S Heat Cool 6 ,96&j9ad'- ''' W v-_v0.049n;. x'3.01- _X221 �..�r0 y _-�0 �v 0 `•` b`__ _r» 0 .. ��;."., _.. 0 IW Fnn wall,wd exk 1/ 0.067 n 4.11 084 0 0 0­� 0 158 139 571 117 L-G 2 glazing,dr out 0.330_ n 2026 8.00 0_ 0 0 0 19 0 377 149 10- _:,V O,` _`-0 _ - ._`0_ --__ -_11_ _, 122__--_ 90 11 W Frim wall,wd ext,1/ 0.067 a 411 0.84 0 0 0 0 0 0 0 0 2 glazing,droutr, 0.330 a 0.00 0.00 0 0 0 0 0 0 0 0 2glazing,drout 0330 a 2026 3026 0 0 0 0 0 0 0 0 2 glazing,droutr, 0.330 e 000 000 0 0 0 0 0 0 0 0 11NO 0.350 a 21.49 7.58 0 0 0 0 0 0 0 0 11NO 0.350 a 000 0.00 0 0 0 0 0 0 0 0 Y -_. _ -- ---.-,r _ _- _ _ - -"3.0,1 -- _.,3.01 :,t'..-221 . 0 -° •._.0 -0---l-0 _u..:_.:.:0-L.�_ _w,0 �" `--L0 VL� Frm wall,wd ext l/ 0.067 s 4.11 0.84 0 0 0 0 0 0 0 0 2 glazing,droutr, 0.330 s 000 0.00 0 0 0 0 0 0 0 0 2 glazing,droutr, 0.330 s 2026 1475 0 0 0 0 0 0 0 0 2 glazing,droutr, 0.330 s 0.00 0 000 0 0 0 0 0 0 0 pr VI/. 0.00 Fmtwall;wdext 1/ 0.087 sw 0.00 - ; _...._.. .,: -_ 0 0_ -... _O.5»i:,.w,.0 0 2glazing,droutr:,.,' ..u.._0.330 .sa_ .:;.._0.00•w0.00 ._-�, 0_. .�: 0 0 _ .:.._,.0= -u0, W 16B 18ad 0.049 w 301 221 0 0 0 0 61 61 184 135 n Frmwall;wdexf 1/ s. 0.067-w 4.11' 0.84_Lf 0_ .0 .; ._. 0_„ ,, __-8_.,'..,.>-61 41 170 - . 35 W�-G 2 glazing,drout 0 MO `w• 20.26 3026 0 ' " ,,: •0 0 0 .19 0 •3.91 . 583 -G''291-ng,drou_t,.,� 0.330 ';__" 000 0.00 ` 0 :� 0 0 •` 0. 0 .0 0 0 Wi - Frmwall,wdext1/ 0.067 nw 0.00 - 0.00 -Y-__.0__ -___O -__�0_._- 0 0_ .0..�-,___._._.-0 0 2 g azing,p r out 0.330 nw 000 0.00 0 00 0 0 12E=0sw T 0.068 :.- 00 000 p`` "40 o r .. ._ -O x..,w.. ,. p _-R 11NO_-. 0350._n .-- 0.00 .1 •-0.00 .._- 0_,- 0 . , _ :' 0 ----0- __ 0�.� - 0 � 0. 0 F Atticceding, 123 aspha 0020 090 50 50 61 45 294 294 361 266 C_ - a19A30bsw ' _ _. p� 0.034 0 F 19A-30bswp 0.034 _ 1.75 0.22_ 0 0 0 _0 0 0 _ 0 0_ -._ - ___. __._.,.,._�. ._.._..__ •._ _ .�,,,._ �.., __._ •..�_..__. ._._L. _.--_--"- -__ter' ___.__. n._. ._._ _„._.___, �_.___ 6 c)AED excursion -2 217 Envelope losstgain 61 43 2175 1591 12 a) Infiltration 0 0 0 0 b) Room ventilation 0 0 0 0 13 Internal gains. Omtpants@ 230 0 0 1 230 Applianceslother 0 0 Subtotal(lines6 to 13) 61 43 2175 1821 Lessextemalload 0 0 0 0 Lesstransler 0 0 0 0 Redislnbuhon 0 0 0 0 14 Subtotal 61 43 2175 1821 15 Duct loads 55% 46% 34 20 55% 4%1 1204 645 Total room load 94 63 3380 2665 Air required(dm) 4 3 142 134 Calculations approved byACCA to meet all requirements of Manual J 8th Ed Wri htsoft' 2017-Jun-2905.44.19 w -g Wght-Suite®Universal 201717.023 RSU18218 Page 8 .sers\DarnanlDesktop1675Hill Rd1675Hill Rd.rup Calc=MJ8 Front Door faces*E Right-JO Worksheet Job: 675 Hill Rd I�®�I AH2 - Upstairs Date: 6/2912017 Anthony Amadio,PE Home Energy Solutions Pan: =4rRe 50 Woodbury Road,Huntington,W 11414 Phone 631-673-0664 Email,gdlamay3@msn com Web*home-energysoluhons corn 1 Room name Bath 1 Bath 3 2 E)posed wall 55 ft 55 ft 3 Room height 9.0 ft heatibDol 9.0 It heat/cool 4 Room dimensions 9.0 x 55 ft 5.5 x 100 ft 5 Room area 49 5 ft2 55.0 Fe Ty Construction Ll-value Or HTM Area (ftz) Load Area (ilk Load number (Btuh/It;°F) (Btuhffl or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat C001 Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 .W LLQ,16&_19ad. _...:. 0049 .n :._,.,_3.01 .^-2.21 v 'p y- - --0-- -N ,O - -0 0 0 �._' 0'4_ .0 W Frm wall,wd ext,1/ 0.067 n 4.11 084 0 0 - 0 - 0 0 0 0 0 L--G 2 glazing,dr outr _ 0.330 n 2026 _ 800 0 _ 0 0 0 0 0 _ 0 _ 0 _16B 19ad-� _ ^_e 0,049__e_. _ _301-'_ __221 -'0. ,_ - -_0- .-.-I--0_ -_0-_-_ 50 t- _.__„_50 M149 110 11W Frm wall,wd exp 1/ 0.067 a 4.11 084 0 0 0 0 0 0 0 0 2 glazing,or outr, 0.330 e 000 000 0 0 0 0 0 0 0 0 2glazing,oroutr 0330 a 2026 3026 0 0 0 0 0 0 0 0 2 glazing,or out 0.330 a 0.00 000 0 0 0 0 0 0 0 0 11NO 0350 a 2149 7.58 0 0 0 0 0 0 0 0 D 11NO 0350 a 0.00 000 _ 0 0 0 0_ 0 _0_ 0 _ 0 )N,____ 16&19ad, _._.. ..-_ _ _ '.0.049 _s,, 301 221_,.._ 0 0 0 0 0,- _0 �.:_0'�_. ^..0 TIFrim wall,wd eA 1/ 0.067 s 4.11 084 -50 31 127 26 0 0 0~ 0 2 glazing,or outr, 0 330 is 000 0.00 0 0 0 0 0 0 0 0 2 glazing,dr outr, 0330 s 2026 14.75 19 0 377 274 0 0 0 0 2 glazing,dr outs_ 0 330 s 000 0.000 0 0 0 0 0 0 0 �j Frmwall,wdext.1/ '- ---0067 sw' -0.00 - 000 _0 0 -__-._--0 _ _ -0 - _--__0_.- 0 ; e.o - 0 _�- G- 2glaang,drouir---_ ------0330_sw --,- 000__0.00--`------0---_---0 _ 00 - - 0 ..__0 W 16B-19ad 0049 w 301 221 0 0 0 0 0 0 0 0 W ' 'Fr ' mww all, d0 eA'V, - 067wY ----4.11 _ __.oM,e, _ 0. _ _0_...--7'0 --0 ---b . .__ - - 0-_-- --0___ 0 2glazing,drout 0330 w . 2026 30.26 0 0 0 0 0 0 0 0 2glaang,droutr,_._„ _„_, 0330" ,w 000 000 0 0 0 0 _, y0,.,., 0 0 _,-_,, _,0 WI - Frmwall,wdext,1/ 0.067 nw 000 0.00 __-_ _O -- _ -_O 0 O 0---.-,__,. ._0 .__ 0 0 L-G 2glazing,drouh,_ - 0330 nw 000 0.00 0 0 0 0 0 0 0 0 w_.._ -_ _ -__. - . _---- . ----_-.--_.. -0-. _ ___. _._ __.T__...__ --,-----_-_--_._ Fj 12E-2E - 0068 = 000 0.00 0 0 0 0 _ O. -----v0 0_.---- --O L D.:11N0 _w W ------0.350 L_n - 0.00 000---�_ .__0 '°0 0 .... __ .0 _. _._0 _ T_ 0 0.-_ _ m�0, ----- C Athcceilin ,a ha 0.020 123 0.90 50 50 61 45 55 55 68 50 - g sP _ - - ._.., -- - -- - -_ __. _.. _-._. _ F_ 199 30bswp __.:_.-0"034_____-----0 00-----0.22_ _. _. .._._._..0 _ 0 0 0 0 0 0 6 c)AED excursion 70 6 Envelope loss/gain 565 415 216 153 12 a) Infiltration 0 0 0 0 b) Room ventilation 0 0 0 0 13 Internal gains Oocupants@ 230 0 p 0 0 Appliances/0ther 0 0 Subtotal(lines6 to 13) 565 415 216 153 Lessextemalload 0 0 0 0 Lesstransfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 565 415 216 153 15 Dud loads 55% 46% 313 192 55% 46% 120 71 Total room load 877 607 336 224 Airrequired(dm) 37 31 14 11 Calculations approved byACCA to meet all requirements of Manual J 8th Ed wrihtroft- 2017-Jun-29054419 9 Right-Suite®Universal 2017 17 0 23 RSU18218 Page 9 sers\Danian\Desktop1675 Hill RdIB75 Hill Rd rup Calc=MJS Front Doorfaces.E Right-JO Worksheet Job: 675 Hill Rd (I®II AH2 - Upstairs Date: 6/29/2017 AnthonyAdio,PE Home Energy Solutions Pama n: Heidtrnann Residence 50 Woodbury Road,Huntington,MY11414 Phone 631-673-0664 Email:gdlamay3@msn com Web.home-energysoluhons com 1 Room name Bed 2 Bed 1 2 Exposed wall 175 It 280 ft 3 Room height 9.0 ft heaUcool 90 ft heaf/ocol 4 Room dimensions 10 x 273 6 ft 10 x 222 O ft 5 Room area 273 6 ft' 222 0 ft2 Ty Construction U-value Or HTM Area (ft') Load Area (ft') Load number (Btuhl(t'-°F) (Btut-Af) or penmeter (ft) (Btuh) or penmeter (fq (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 _----0 049__n_.-.--3 01 ..-_ .221. -0 -- --_ 0 W Fnn wall,wd ext,1/ 0.067 n 4.11 084 0 0 0 0 0 0 0- 0 L-G 2 glazing,dr ,outr, M m -0 330 n 20.26 800 rt 0 0 0 0 0 0 0 0 19ad -0.- _ __- 0 0_-'- -�LL-0-,--_ _0_. _. 11 W Frtn wall,wd ext,1/ 0 067 a 411 0.84 0 0 _ 0 - 0 0 0 0 0 O2 glazing,dr out 0 330 e 000 0.00 0 0 0 0 0 0 0 0 2 glazing,dr out 0.330 a 20.26 3026 0 0 0 0 0 0 0 0 2 glazing,dr out 0 330 e 000 000 0 0 0 0 0 0 0 0 11NO 0.350 a 21.49 7.58 0 0 0 0 0 0 0 0 D D 11NO 0.350 a 0.00_ 000 0 0 _ 0 0 0 0 00 0 0_- ___0 :.�-0 0 ,--- --.0 JEFrtn wall,wd ext,1/ 0.067 s 411 084 0 0 0 0 144 111 456 93 G 2 glazing,dr out 0.330 s 0.00 000 0 0 0 0 0 0 0 0 2 glazing,dr out 0 330 s 2026 1475 0 0 0 0 33 0 670 488 G 2 glazing,dr out 0 330 s 0.00 000 0 0 0 0 0 0 0 0 WW Frmwall,wdext 1/'"'� ..--A067-iW - 000_ __000 Y - 0 ;`- -0 _-_.-_.__0,--._.-__-,-0,----_.__6 -_._._. _-_. o._____ o L-G 2glazing,drout._. . L _._.0.330__sw- .-. :0.00._-._0.00. 0. _:--'0_-____.._0 -_-..._....-0 0 -_._. .0 WG 16B-19ad 0 049 w 301 221 0 0 0 0 0 0_ 0 0 rri wallwd ext,1%-- ----0 067-w- -411 _ -084 -- 158-- - 99 7 406--" _.63'-_-_;106 --. 75 -, 308,-_.�----M 2 glazing,,dr out 0330'`w20.26' 3026 59 0 1193 1782 33 0 670 1000 �... -__ 2glaang,droutrd_.. 0330-w000 _'000 __. _0 _00.- -0 0 ___.__.0. ,__ _0. 0 W Frm wall,wd ext,1/ 0.067 nw, 0.00 0.00 0 0 0 0 0 0 0 0 L-G 2 glazing,dr out, 0 330 nw 0.00 000 0 0 0 0 0 0 0 0 0.068 - '"0.00 _-6bb 0- 0- ------ 6 0 - - 0..- ` 0- --0- - 6 .--0350_n-----000 _--__000:. 0_ 0- --- -0 C Athcceiling,aspha- 0020 - 1.23 090 274 274 336 247 222 222 273 200 _ -.--- _ ,.__.._----�. ._, -_--_- -__ _ _ ..._ _- _, .__ n .. _.... F.-._, m1.9Q-30bswp__ _. _... _._-.0.034 ._=-:. _ _ 0.00 00 -o _.---._-_0 F 19A30bswp 0034 - 175 072 0 0 0 0 0 0 0 0 6 c)AED mmrsion 873 239 Envelope loss(gain 1935 2985 2377 2084 12 a) Infiltrabon 0 0 0 0 b) Room ventlalion 0 0 0 0 13 Internal gains. Occupants @ 230 1 230 1 230 Appliances/other 0 0 Subtotal(lines 6to 13) 1935 3215 2377 2314 Less odemalload 0 0 0 0 Lesstransfer 0 0 0 0 Redistribution0 0 0 0 14 Subtotal 1935 3215 2377 2314 15 Dudloads 65% 46% 1071 1491 55% 46% 1316 1073 Total room load 3006 4706 3693 3387 Air required(dm) 1127 237 156 171 Calculations approved bvACCA to meet all requirements of Manual J 8th Ed -{-� Wr 1 hts ft' 2017-Jun-290544.19 ` FPoght-Suite®Universal 201717.023 RSU18218 .SCCA sers\Danran\Desktop\675 Hill Rd\675 Hill Rd rup Calc=MJ8 Front Door faces E Page 10 Right-JO Worksheet Job: 675 Hill Rd AH2 - Upstairs Date: 6/29/2017 AnthonyAmadio,PE Home Energy Solutions Pan: == Residence 50 Woodbury Road,Huntington,W 11414 Phone 631-673-0664 Email gdlamay3@msn com Web home-energysolutions com 1 Room name WIC3 His 2 Exposed wall 160 ft 60 ft 3 Room height 90 ft heat/cool 90 ft heaUcool 4 Room dimensions 6.0 x 10.0 ft 9 0 x 6 0 ft 5 Room area 60.0 f12 54 0 fF Ty Construction U-value Or HTM Area (W) Load ea011) Load number (BtuhAt-°F) (Btuh/ft=) or perier (ft) (Btiah) or perimeter (11) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 -.._n 301221 _ 0= 0 _' 0--_. _---0----_--�_-_- -0m___._0 W Frm wall,wd ext,1/ 0.067 n 4.11 084 90 71 294 60 0 0 0 0 2 glazing,drgA, 0.330 n 20.26 _8 00 19 011 - 377 149 0 0 0 _ 0 W 166-19ad_ 0.049 tee_ - _301._ 221 _.:•--54 54 ',-..-162_ 119_--__ 0--�__. 0_.._- __Q . _ 0_ 11 W Frm wall,wd ext,1/ 0.067 a 4.11 084 0 0 0 0 0 0 0 0 2 glazing,dr out 0.330 a 0.00 000 0 0 0 0 0 0 0 0 2 glazing,dr out 0.330 a 20.26 30.26 0 0 0 0 0 0 0 0 2 glazing,dr out 0 330 e 000 0.00 0 0 0 0 0 0 0 0 11NO 0350 a 2149 758 0 0 0 0 0 0 0 0 __D 11NO0350 e - 0.00 000 0 0 0 0 0 _ 0 0 0 16&19ad-,-- ----,-_ -_x_.0.049--.s-- 3.01. _ 221�-----0 ------0_._� .:__.0-- ._ 0»_ ._0 � 0 �0.---�-- -0Frm wall,wd eA l/ 0067 s 411 084 0 0 0 0 54 54 222 45 '[ESG 2 glazing,dr out 0.330 s 0.00 0.00 0 0 0 0 0 0 0 0 2 glazing,dr out 0.330 s 2026 14.75 0 0 0 0 0 0 0 0 2 glazing,dr out 0.330 s 0,00 000 0 0 0 0 0 0 0 0 W Frmwall,wde Al --I 'C - sw 7- 000 0.00 _,w..__n_6 -._e__,.-0_-..- _O.---_--.. .0 _ -_ ,0_ "-- --_-__ __.0.._ -___0 _L-G.-2 glazing,drouit� .-_ --0 330 _sw _ 0.00',_,_o 00 0 ._ ----0 _0 ___ Frmwall,wde 1/ 0067-w 411'-- 0.84 o- - -0- --._ 6 _.� _.n�- ---� -----0- 0 W 16B-19ad _ 0.049 w 3 01 2 21 0 2 glazing,dr out- 0.330 w 2026 30.26 - 0 0 0 0 0 0 0 0 2glazing,drou_U,_ 0.330 w_ 0.00 _ 000 0 - _0 '�0 __ 0 �_ 0 0 W Fnn wall,wd ext,i/ M 0.067-nw 0.00 0.00 - -- 0 M 0 0 0 0 0 0 0 C 2glazing,droutry- M0,330 nw, r„ 0.00 0.00 0 0 0 0 0 0 0 0 �I 12E-0sw •;. 0.068 0 00 -6.o0 ;_.. 0 _ 0_ _ o_-_ ....p _ ._._a O_._ -_.•0_._ ._..- 0= _.a !_D, 11W - - ��0.350_-n_._---000 -0:00 - 0.-_ - 0 0 _-_ 0 _0_v._._ 0 _----o C Athcoeihng,aspha_ 0.020 - 1.23 0.90 60 60 74 54 54 54 66 49 __.-- _-_ ..- _ .. _.._. . _._ -_ _ ___ ...'._0.034 v_-_ .0.00 ` _ 0.00-„-_ _0-_<._+ .0 J_..o___ _ ._0 _ _0 0 '_ ._-0 , _ _6 F 19A-30bsw _. ------------P--------_.. -0.034 ' _...__.1 75 -_�� � �-------0- - 0 - 0 0 0 0 6 c)AED excursion -15 _4 Envelope loWgain 907 367 288 90 12 a) Infiltration 0 0 b) Room ventilation 0 0 0 0 0 0 13 Internal gains Occupants@ 230 0 0 0 0 Applianoes/other 0 0 Subtotal(lines 6m13) 907 367 288 90 Less external load 0 0 0 0 Lesstransfer 0 0 0 0 Redistnbufion 0 0 0 0 14 Subtotal 907 367 288 90 15 Ductloads 55% 46%1 502 170 55% 46%1 160 42 Total room load 1409 537 448 132 Ar required(clm) 591 271 191 7 Calculations approved byACCA to meet all requirements of Manual J 8th Ed 'Vi/,1"igli9' soft' 2017-Jun-29054419 Wght Surte®Unrversa1201717 0 23 RSU1821 B Page 11 sers\Danran\Desktop\675 Hill RM675 Hill Rd rup Calc=MJ8 Front Door faces,E Right-M Worksheet Job: 675 Hill Rd II®�I AH2 - Upstairs Date: 6/29/2017 AnthonyAmadio,PE Home Energy Solutions Pan: Heidtmann Residence 50 Woodbury Road,Huntington,NY 11414 Phone 631-673-0664 Email gdlamay3@msn com Web home-energysolutions.com 1 Room name Hers 2 Exposed wall 195 it 3 Room height 9.0 it heat/cool 4 Room dimensions 10 x 945 it 5 Room area 94 5 it Ty Construction U-Value Or HTM Area (tit-) Load Area Load number (Btut>ftK°F) (Btuhff) or perimeter (ft) (Btuh) or perimeter Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 &19ad _ `._ ..___.0.049. n_ 301 -----221 __.:_- _._0 _ _- 0--------0--- ---0 LW Frm wall,wd ext,1/ 0 067 n 411 084 0 K 0 0 0 —G 2 glazing,or out; 0.330 n 2026 8 00 0 0 0 0 __.. --- - - ------- W___ 16&19ad_ _ -__.___ _0.0.49 _.e_:_ 3.01 _221 _--_- _0_v ;0 :._-.._0 - 0 , 11 W Frm wail,wd ext,1/ 0.067 a 411 0.84 108 108 444 91 2 glazing,droutr, 0.330 a 0.00 0.00 0 0 0 0 2 glazing,dr out 0 330 a 2026 3026 0 0 0 0 2 glazing,dr outr, 0.330 a 0.00 0.00 0 0 0 0 11NO 0.350 a 21.49 7.58 0 0 0 0 D 11NO 0.350 a 000 000 0 0 0 0 --3.01----221- -Pw0" - 0'~ 0- Firm wall,wd exf,1/ 0.067 s 4.11 0.84 68 68 278 57 -- - - 2 glazing,dr out 0 330 s 000 000 0 0 0 0 2 glazing,dr out 0.330 s 20.26 1475 0 0 0 0 a 2 glazing,droutr, 0330 s 000 000 _ 0 0 0 0 Frtn wall,wd a 1/'_.-- ------.067 E 0.00 0 007 0------- 0 ,0 0:- r - -- --- ------ F 1613-1 alawde0.067 P w.. -_301 221 1 p _0 w.�:.. 0 glazing, _...,_ _ ------ W �j T --0- 0., .. _ __0 I--G 2glazing,dro0; 0330 w, 2026 30.26 . 0 0 0 0 - T - _L-G-_2glazing,drool____-- __000 ._.. _ 0 _0 _ 0 ' 0 IW Frm wall,wd ext,1/ 0.067 nw 0.00—666 - 0 0 0 0 G 2 glazing,dr out 0.330 nw 0.00 0 00_ 0 0 0 0 E-0 R 12sw ', 0.068 - - 0.00 0.00. _-0*.._W_ _0_ .._. 11N0__'_w'="� - -_0350 _n. _'.0.00__.0.00_- - 0'- 0 - --0-- = 0 C Attic ceding,aspha, 0.020 123 090 95 95 116 85 _0.00 -0.00 F- IRA "R_- .. 0034_r 1.75 - - 0 - 0 ban _. 6 c)AED exarsion -9 Envelope lossVgam 838 224 12 a) Infiltration 0 0 b) Room ventlaton 0 0 13 Intemalgains Occupants@ 230 0 0 Appliances(other 0 Subtotal(lines6 m 13) 838 224 Less odemal load 0 0 Lesstransfer 0 0 Redistribution 0 0 14 Subtotal 838 224 15 Dudloads 55% 46%1 464 104 Total room load 1302 327 Air required(dm) 55 17 Calculations approved byACCA to meet all requirements of Manual J 8th Ed WI"��1h�50fr" Rght-SuiteO Universal 2017 17023RSU18218 2017-Jun-29054419 f1CCA...sers\Daman\Desldop\675 Hill Rd\675 Hill Rd rup Calc=MJ8 Front Door faces•E Page 12 Manual S Compliance Report Job: 675 Hill Rd Date: 6/29/2017 AH1 - Downstairs By: AnthonyAmadio,PE i Home Energy Solutions Plan: Heidtmann Residence 50 Woodbury Road,Huntington,W 11414 Phone 631-673-0664 Email gdlamay3@msn.comWeb home-energysoluhonscom • - loif ition For: Heidtmann Residence 675 Hill Rd,Southold,NY 11971 • o . • • Design Conditions Outdoor design DB: 82.7°F Sensible gain: 15201 Btuh Entering coil DB: 75.7°F Outdoor design WB: 70.9°F Latent gain: 2256 Btuh Entering coil WB: 63.4°F Indoor design DB: 75.0°F Total gain: 17457 Btuh IndoorRH: 50% Estimated airflow: 706 tfrrl Manufacturer's Performance Data at Actual Design Conditions Equipmenttype: SplitAC Manufacturer: Carrier Model: 24ABB324WON310+FB4CNF024L Actual airflow 706 cfm Sensible capacity: 18575 Btuh 122%of load Latent capacity: 3972 Btuh 176%of load Total capacity: 22547 Btuh 129%of load SHR: 82% quipment Design Conditions Outdoordesign DB: 10.6°F Heat loss: 26746 Btuh Entering coil DB: 66.4°F Indoor design DB: 72.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Gas boiler Manufacturer: Slant/Fin Model: SE-105EDP Actual airflow. 706 cfm Output capacity: 87000 Btuh 325%of load Meets are all requirements ofACCA Manual S. ,is�- - wrightsoft° Rght-Suite®Universal 2017 17.0.23 RSU1 8218 2017-Jun-2905.4421 ACC .serso.nianlDesktop1675 Hill Rd675 Hill Rd rup Calc=MJ8 Front Door faces E Page 1 Manual S Compliance Report Job: 675 Hill Rd Date: 6/29/2017 AH2- Upstairs By: Anthony Amadio,PE �11®�II Home Energy Solutions Plan: Heldtrnann Residence 50 Woodbury Road,Huntington,NY 11414 Phone*631-673-0664 Email-gdlamay3@rnsn corn Web,home-energysolubons corn • • ion. For: Heidtmann Residence 675 Hill Rd,Southold,NY 11971 • o • • e Design Conditions Outdoor design DB: 82.7°F Sensible gain: 14290 Btuh Entering coil DB: 77.7°F Outdoor design WB: 70.9°F Latent gain: 2275 Btuh Entering coil WB: 64.1°F Indoor design DB 75.0°F Total gain: 16564 Btuh Indoor RH: 50% Estimated airflow: 706 cfi71 Manufacturer's Performance Data at Actual Design Conditions Equipmenttype: SplitAC Manufacturer: Carrier Model. 24ABB324WON310+FB4CNF024L Actual airflow. 706 cfm Sensible capacity: 19226 Btuh 135%of load Latent capacity: 3581 Btuh 157%of load Total capacity: 22807 Btuh 138%of load SHR: 84% • • • Design Conditions Outdoor design DB: 10.6°F Heat loss: 19112 Btuh Entering coil DB: 66.1°F Indoor design DB: 72.0°F Manufacturer's Performance Data at Actual Design Conditions Equipmenttype: Gas boiler Manufacturer. Slant(Fin Model: SE-105EDP Actual airflow. 706 cfm Output capacity: 87000 Btuh 455%of load Meets are all requirements ofACCA Manual S. 4 1 wlrlghtsoflr° PoghFSuil2017-Jun-29 05.44 21e®Universa1201717.0.23 RSU18218 Page 2 C� se rs\Danlan\D'esktopX675 Hill R"75 Hill Rd.rup Calc=MJ8 Front Door faces E Duct System Summary Job: 675 Hill Rd Date: 6/29/2017 I(I®II AHI - Downstairs By: Anthony amadio,PE Home Energy Solutions Plan: Heidt nann Residence 50 Woodbury Road,Huntington,W11414 Phone 631-673-0664 Email gdlamay3@msn.com Web home-energysoluhons.com ® 0 t • For: Heidtmann Residence 675 Hill Rd,Southold,NY 11971 Heating Cooling External static pressure 0.50 in H2O 0.50 in H2O Pressure losses 0.21 in H2O 0.21 in H2O Available static pressure 0.29 in H2O 0.29 in H2O Supply/return available pressure 0.130/0.160 in H2O 0.130/0.160 in H2O Lowest fiction rate 0.038 in/100ft 0.038 in/100ft Actual airflow 706 cfm 706 cfm Total effective length(TEL) 765 ft Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) MM) (cfm) FR (in) (in) Mati Ln(ft) Ln(ft) Trunk Kit Din Fam c 1436 58 68 0.045 7.0 Ox 0 VIFx 38.0 250.0 st3 Kit DinFam•A c 1436 58 68 0.045 7.0 Oxo VIFx 26.0 260.0 st3 Kit Din Fam•B c 1436 58 68 0.039 7.0 Ox 0 VIFx 41.0 290.0 st3B Kit Din FanFC c 1436 58 68 0.039 8.0 Ox 0 VIFx 66.0 270.0 st3A Kit Din Fam-D c 1436 58 68 0.046 7.0 Ox 0 VIFx 19.5 265.0 st3 M Bath h 2776 80 49 0.042 8.0 Ox 0 VIFx 35.0 270.0 st2A Master c 1844 80 87 0.043 8.0 Ox 0 VIFx 35.0 265.0 st2 Master-A c 1844 80 87 0.043 8.0 Ox 0 VIFx 50.0 250.0 st2 Pwdr h 585 17 13 0.041 5.0 Ox 0 VIFx 34.5 280.0 st3A S Bath c 984 45 47 0.038 7.0 Ox 0 VIFx 76.9 265.0 st2A sitting h 2095 61 52 0.045 7.0 Ox 0 VIFx 29.0 260.0 st2 Utility h 1764 51 30 1 0.040 7.0 Ox 0 VIFx 35.5 285.0 st3A • • 1 - • Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (dim) FR (fpm) (in) (in) Material Trunk st2A PeakAVF 125 96 0.038 180 7.7 10 x 10 ShtMetl st2 st2 PeakAVF 346 323 0.038 415 11.3 10 x 12 ShtMetl st3 PeakAVF 360 383 0.039 460 11.7 10 x 12 ShtMetl st3A PeakAVF 185 179 0.039 266 8.9 10 x 10 ShtMetl st3 st3B PeakAVF 58 68 0.039 98 6.1 10 x 10 ShtMetl s13A Bolddalrc values have been manuallyoverridden wri 'htsoft' Rght-Suite®Universal 2017 17 023 RSU1 8218 2017-Jun-29054421 :ACCA...serslDaman\Desktop\675 Hill RM675 Hill Rd.rup Calc=MJB Front Door faces E Page 1 Return.'Branch ! - • Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfrn) (cfm) (ft) FR (fpm) (in) (in) Opening(in) Mat! Trunk rb9 Ox 0 160 137 423.5 0.038 363 9.0 Ox 0 VIFx rt3A rb8 Oxo 175 204 375.0 0.043 374 10.0 Ox 0 VIFx rl2 rb7 Ox 0 105 99 266.5 0.060 302 8.0 Ox 0 VIFx rt3 rb1 Ox 0 185 179 279.5 0.057 339 10.0 Ox 0 VIFx rt3 rb6 Oxo 80 87 323.0 0.050 198 9.0 Ox 0 VIFx rt3A be Trunk Htg Clg Design Veloc Diam H x W Duct Name Type MM) (cfm) FR (fpm) (in) (in) Material Trunk rt3A PeakAVF 240 224 0.038 289 9.8 10 x 12 ShtMetl rt3 rt2 PeakAVF 175 204 0.043 245 9.0 10 x 12 ShtMetl rt3 PeakAVF 531 502 0.038 478 13.2 10 x 16 ShtMetl BolrUitalic values have been manually ovenidden wrigl'ttsoft° WghESmte®Universa1201717023RSU18218 2017-Jun-29 05:44.21 Page 2 ACCA...serslDarnanlDesklopI675 Hill RM575 Hill Rd.rup Calc=MJ8 Front Door faces E Duct System Summary Job: 675 Hill Rd Date: 6/2912017 I�®II AH2- Upstairs By: Anthony Amadio,PE I I Home Energy Solutions Plan: Heidhmnn Residence 50 Woodbury Road,Huntington,W 11414 Phone*631-673-0664 Email*gdlamay3@msn com Web home-energysolubons cam ® • • • For: Heidtmann Residence 675 Hill Rd,Southold,NY 11971 Heating Cooling External static pressure 0.50 in H2O 0.50 in H2O Pressure losses 0.21 in H2O 0.21 in H2O Available static pressure 0.29 in H2O 0.29 in H2O Supply/return available pressure 0.164/0.126 in H2O 0.164/0.126 in H2O Lowest friction rate 0.057 in/100ft 0.057 in/100ft Actual airflow 706 cfm 706 cfm Total effective length(TEL) 508 ft • • ® - . • Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (tfrn) FR (in) (in) Mat! Ln(ft) Ln(ft) Trunk Bath 1 h 877 37 31 0.061 6.0 Ox 0 VIFx 23.0 245.0 st5A Bath 2 h 94 4 3 0.068 4.0 Ox 0 VI Fx 8.0 235.0 st5 Bath 3 h 336 14 11 0.065 4.0 Ox 0 VIFx 16.5 235.0 st4 Bed 1 c 3387 156 171 0.061 10.0 Ox 0 VIFx 27.5 240.0 st5A Bed 2 c 4706 127 237 0.065 12.0 Ox 0 VIFx 12.5 240.0 st5 Bed 3 h 3380 142 134 0.065 9.0 Ox 0 VIFx 22.0 230.0 st4 Hers h 1302 55 17 0.057 6.0 Ox 0 VIFx 33.0 255.0 st5A His h 448 19 7 0.059 4.0 Ox 0 VIFx 27.5 250.0 st5A Open h 2211 93 68 0.066 8.0 Ox 0 VIFx 20.0 230.0 st5 ' C3 h 1409 59 27 0.063 7.0 Ox 0 VIFx 22.0 240.0 st4A Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st5 PeakAVF 490 533 0.057 499 14.0 0 x 0 ShtMeti st1 st5A PeakAVF 266 225 0.057 488 10.0 0 x 0 ShtMeti st5 st4A PeakAVF 59 27 0.063 170 8.0 0 x 0 ShtMeti st4 st4 PeakAVF 216 173 0.063 396 10.0 0 x 0 ShtMetl st1 st1 PeakAVF 706 706 0.057 660 14.0 0 x 0 ShtMeti Bold/dalic values have been manuallyoverddden ,y +'wrigotsoift® Poght-Suite®Universal 201717.022017-Jun-29 05.44 21 3RSU18218 Page3 ACCiti sers\DamantDesktop1675 Hill Rd\675 Hill Rd.rup Calc=MA Front Door faces.E o , ^ iijbiblea Grille Htg CIg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (ch) (ft) FR (fpm) (in) (in) Opening(in) Matl Trunk rb3 Ox 0 211 208 220.0 0.057 388 10.0 Ox 0 VIFx rt4 rb2 0x0 185 257 217.0 0.058 327 12.0 Ox 0 VIFx rt4 rb5 Oxo 216 173 198.5 0.063 396 10.0 Ox 0 VIFx r1:5 rb4 Oxo 93 68 189.5 0.066 267 8.0 Ox 0 VIFx rt5 Trunk Htg Clg Design Veloc Diam H x W Duct Name Type MM) (Cfm) FR (fpm) (in) (in) Material Trunk rt5 PeakAVF 309 241 0.063 567 10.0 0 x 0 ShtMetl rt1 rt4 PeakAVF 397 465 0.057 592 12.0 0 x 0 ShtMetl rt1 rt1 PeakAVF 706 706 0.057 660 14.0 0 x 0 ShtMetl 2017-Jun-29 05 44 21 � --wrlotsoft° Wght-Suite®Universal 2017 17.023 RSU1 8218 Page ser9\Danian\Desktop\675 Hill Rd\675 Hill Rd.rup Calc=MJ8 Front Door faces E N 1st Floor n - 4x8' —^4x8:. 68 cftn- 68 cfrn -4x8-, 68cfrn 7" 7" 4 14x6 7 RA Kt Din Fam 14x6 RA 4x10 So cirri " 9„ M Bath r� ' 0x10 A12x10 12x10 10x10 =��f �� - - - 2x10 16x108, 10 2x,1411( 14x10 14x10 66cfm ,'RA 14x6 RA 12x10- Pvedr RA 4 x 8 7 ,.-� Sitting 10x4 176f 7 4x8 \ 7 '47cfm 4x8 68cfm ` 7" 4x8 S Bath 61 cfm Ba Utility Garage Job#: 675 Hill Rd Home Energy Solutions Scale:1 :108 Performed by Anthony Amadio, PE for: Page 1 Heidtmann Residence 50 Woodbury Road RightSufte®Universal 2017 675 Hill Rd Huntington,NY 11414 17.0.23 RSU18218 Southold,NY 11971 Phone 631-673-0664 2017,1un 29 05 44 53 ktop1675 Hill Rd1675 Hill Rd rup home-energysolutions.com gdlamay3@msn.com N 2nd Floor Bed 1 Bed 2 -,Bed 3 10 121'° 171 cfT ; 237 cfm. - 142 CIM 10.. b12, 14 x,14 RA" _ 4 6' S Bath 1 , . s 4 cfmC3]' [Ad ' '6" - 37,cfm 12 14 cfm 59 cfm His 4 6" 14x14 8x8 10" 14'x,14 t KA Bath 3 WIC3 8 / Hers 93 cfm 1.1 61`-f Open Job M 675 Hill Rd Home Energy Solutions Scale:1 :108 Performed by Anthony Amadio,PE for: Page 2 Heidtmann Residence 50 Woodbury Road RghtSuite®Universal 2017 675 Hill Rd Huntington,NY 11414 17.0.23 RSU18218 Southold,NY 11971 2017,1un-29 05 44 53 . Phone:631-673-0664 ...ktop1675 Hill Rd1675 Hill Rd rup home-energysolutons.com gdlamay3@msn.com SCDHS REF #R10-16-0058 SURVEY OF PROPERTY A T SO UTHOLD TOWN OF SO UTHOLD '1 s SUFFOLK COUNTY, N. Y. �p�(Dcc,�c 1000-70-04-28 .m :) `: • . e`'C w�>F SCA LE. 1'=30e ' NOVEMBER 13, 2015 s... JAN. 22, 2016 (WETLANDS FLAGS) wFc 09GG.�ARIx017 of PNO f°C£ (puec/c w T) FEB.2, 2016 (PROP. HSE.) AMF ) APRIL 18, 2016 (REVISION) "T MAY 20, 2016 (REVISION) FocF e''S o' l AUGUST 4, 2016 (REVISIONS) \ of PA OCT. 12, 2016 (PROP. POOL) ; •, .., i l cc,Nc> DECEMBER 27, 2016 (STAKES) °c <pevc 48 wq rFR) FEBRUARY 13, 2017 (FND. IOCA T I ON) e''4.3' S68S TFR�N MARCH 24 2017 (PROP. ADDl TION) Q) OPSEPTEMBER 25, 2017 (FINAL) a/'S• PASA! �p yT 0 Oo. f of PA �ry _ �'S� 3�i a .6 T P94)7( �M fNT\ i (P2 i vi SEPTIC LOCA 77ON tip/m10, m, ayl► A B %Q0 ST 17' 47' 10.9' ry X26. ,Op LP1 30' 50.5' N LP2 , , cove, \ i cq sry 35 40 ��� 5 kfy \ mor\ Kf�wA� �3' 2P N SEP77C SYSTEM �.R2STS' (5 BEDROOMS) Fi" FCR e4. \ ee �� c 1 — 80 X 5' LIQUID DEPTH PRECAST SEPTIC TANK mos_ w a X68,` �\ Ij '' — PO LEACHING POOLS 8' DEPTH p }b,\. �x \• 3 MIN ABOVE GROUND WATER co oZ \�3� 1 1. \,\ot�R fo `,��yoo. o? J Jm WITH 3' SAND COLLAR (SW) $ p \PDRCy TO E s 1.- w o+ v /a Qco �? \\. o=W _� 3j eA''0 McDONALD GEOSCIENCE �o °N�c�Ne \+\+ \\� ^ �'�oo� \ yo�S TEST HOLE DATA 9/28/15 sLl y°F°oF� o ByIR, re EL. 15.0' BROWN SANDY LOAM OL BROWN SAND Y SIL T ML mGti4'x� \+ti°� y�`so• —— 2.5' �yF o,07t, !y +\ PALE BROWN FINE SAND SP \ ��s?o. ^ —— EL. 0.5' 14.5' �. 61X, q \ + ry`�' WATER IN PALE BROWN FINE SAND SP JA- ��n 1�J opo -Pp� 17'W4TER ENCOUNTERED 14.5' BELOW SURFACE �� •Rt9�\ ejR '9• KEY SLIN OLK COUNTY DEPARTh1ENT OF HEALTH SERVICES LANDWARD EDGE OF TIDAL WE)LANDS AS APPROVAL OF COh)STRUCTED WORKS FOR O = PIPE DELINEATED BY SUFFOLK ENVIRONMENTAL A r1N!:L,'f'A?XL Y RESIDENCE CONSUL TING INC. ON 00 12/10/1, U .:• e = MONUMENT C�,IG ����_ H•u,Ccf.No ) O '��. S� 0 = WETLANDS FLAG Kw","Wuxi;:facilities at this 11=050n hm B!,en by thf5 Cli-gammen or other agencies"fautld to to v2!,rfxlory FOR A 1N'.XIMUf,4 f')F SEDROOIAS. �OF NE iv Y ELEVATIONS AND CONTOUR LINES ARE REFERENCED FROM NA VD 88 CER TIFIED TO: ,� O FLOOD ZONES FROM FIRM 36103CO166H BRIDGE ABSTRACT ��', �' ,� Er�� � GFH HOMES, LLC o yiec 4f 7 TITLE N0. BAL 32065 LOT NUMBERS REFER TO "MAP OF CAL VES NECK" KNOLLS" FILED IN THE SUFFOLK COUNTY CLERK'S ' OFFICE AS FILE NO. 5673 + 4 J. Y 4A LIC. NO. 49618 ANY ALTERATION OR ADDITION TO THIS SURVEY /S A VIOLATION ' PECKr SUR VE P.C. OF SECTION 7209OF THE NEW YORK STATE EDUCATION LAW. EXCEPT AS PER SECTION 7209—SUBDIVISION 2. ALL CERTIFICATIONS AREA= 20,384 SQ. FT. (631) 765-5020 FAX (631) 765-1797 HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF TO TIE LINE P.0. BOX 909 SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR WHOSE SIGNATURE APPEARS HEREON. SOUTHOLDV TRAVELER 11971 STREET 15-212 SURVEY OF PROPERTY A T SO UTHOLD TOWN OF SO UTHOLD SUFFOLK COUNTY, N. Y. 1000-70-04-28 wq SCALE. 1 =30 NO VEMBER 13, 2015 JAN. 22, 2016 (WETLANDS FLAGS) (Puklc wq'Nc) FEB.2, 2016 (PROP. HSE.) e °ce OP p �RJ APRIL 18, 2016 (REVISION) AVeMeNT YAGMA Y 20, 2016 (REVISION) 10-122-2016-2016 O \ ' e°c e< S0, AUGUST 4, 2016 (REVISIONS) e OF p'gVFyeN7' OCT. 12, 2016 (PROP. POOL) P (0 4i DECEMBER 27, 2016 (STAKES) (pV N° P Tr 48 3 pAE '°Uev�q e��C wq>FR� FEBRUARY 13, 2017 (FND. IOCA 77ON) S6 '� [. n �y kb ei 14 853, �R fA V O opAVFM PROP. SEP77C SYSTEM 'OtoreNr\ 5 BEDROOMS OJ ,O epG L N pAVeMeyT 1 — 80 X 5' LIQUID DEP7H PRECAST SEP77C TANK UTI2 - 80 LEACHING POOLS 8 DEPTH \ �\qsy / U �' , ekCq°0 \ 3' MIN ABOVE GROUND WATER \\ I�S 0 qRc O/ 40 o WITH 3' SAND COLLAR (SW) ORpROp o�' PROP. ROOF RUNOFF CONTAINMENT o a y o ev s HOUSE, PORCH ® GARAGE = 3000 sq.ft. 3000 x 1 X 0.17 = 510 cu.ft. s wA / � m � 510/42.2 = 12 VF �!S��o / ?1.p• ?.3• \ �� ! �•� ; 0 s.°. �--_ PERVIOUS DRIVE = 1422 sq.ft. %.9 r CON 'O MINV 1422 x 0.8 x 0.17 = 194 cu.ft. F �CREr 194/42.2 = 4.6VF � �� �\ e \ s.8• l NDq e �� PROVIDE 4 DWS 80 X 5 DEPTH OR EQUAL \rte i N •�• \ i � < ry °T ZVI PROP. LOT COVERAGE �, .opo �� 39 \`\�5�4 �'��.� RvF °�,,� Mct�ONALt� HOUSE, PORCH ® GARAGE = 3000 sq.ft. \ �� ��� �. \��o� �� �,� Zo GEOSCIENCE 3000/20384 = 14.7 9 �' FOTEST HOLE DATA �`% \iso. ���,i 'S, POOL 9/28/15 POOL & PA 770 =- 883 SQ.FT. o ay bh ��o \s o '� EL. 15.0' 883/20384 = 4.3% �� �\ �� 12 j, r �' _ , BROWN SANDY LOAM OL rj,� , ? m o -- 0.5 TOTAL COVERAGE = 1990 oL��yF o ey_, T T + BROWN SANDY SILT ML 2.5' CER77FIED T0: 'Oo'� y��. �`\ _ 10 BRIDGE ABSTRACT G�� ofOR� PALE BROWN FINE SAND SP GFH HOMES, LLC 777LE NO. BAL 32065 0i , EL. 0.5' -- 14.5' �o KEY �O �•ti \ �oq�O ° ,q� WATER IN PALE BROWN FINE SAND SP ® = PIPE eJ' ,*� 19Fire�< 6 17' ■ = MONUMENT Q�� FF� ��\\\ 4LO01)40° L{(dE WATER ' ENCOUNTERED 14.5 BELOW SURFACE = WETLANDS FLAG �.��� �01 \ y 3r 0 �T r -x—x- = POOL FENCE yyR�' U,A -o--4—p-= WOVEN WIRE FENCE ,� 0IIf- `c D a C.- ELEVAT70NS AND CONTOUR LINES ARE REFERENCED FROM NAVD 88 LANDWARD EDGE OF TIDAL WETLANDS AS DELINEATED BY SUFFOLK ENVIRONMENTAL FEB 1 4 2017 FLOOD ZONES FROM FIRM J610JC0166H CONSULTING INC. CN 12/10/15 f` 1�)11 LOT NUMBERS REFER TO "MAP OF CAL VES NECK" C�- 1 BUILDING DEPT. KNOLLS" FILED IN THE SUFFOLK COUNTY CLERK'S 1 TOWN OF SOUTHOLD OFFICE AS FILE NO. 5673 I AM FAMILIAR WITH THE STANDARDS FOR APPROVAL AND CONSTRUCTION OF SUBSURFACE SEWAGE DISPOSAL °_ r, i ;- SYSTEMS FOR SINGLE FAMILY RESIDENCES AND WILL ABIDE BY THE COND177ONS SET FORTH THEREIN AND ON THE PERMIT TO CONSTRUCT. ;.I i The location of public water, wells and cesspools shown hereon are <<, A', .;"=N•. Y' IC. N0. 49618 from field observations and or from data obtained from others. ANY ALTERATION OR ADDIT70N TO THIS SURVEY IS A VIOLATION PECONIC-SURVEYORS, P.C. OF SECTION 7209OF THE NEW YORK STATE EDUCATION LAW. (631) 765-5020 FAX (631) 765-1797 EXCEPT AS PER SEC77ON 7209-SUBDIVISION 2. ALL CER77FICA77ONS AREA= 20,384 SO. FT. P.D. BOX 909 HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF TO TIE LINE SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR "230 TRAVELER STREET WHOSE SIGNATURE APPEARS HEREON. .30UTHOLD, N. Y. 11971 15-212 SURVEY OF PROPERTY A T SO UTHOLD TOWN OF SO UTHOLD SUFFOLK COUNTY, N. Y. 1000-70-04-28 SCALE.- 1'=30 (p e4jC t wNG) NO VEMBER 13, 2015 JAN. 22, 2016 (WETLANDS FLAGS) FEB.2, 2016 (PROP. HSE.) (p VC) APRIL 18, 2016 (REVISION) Eo°f° �e�lC w.! R MAY 20, 2016 (REVISION) Yoccor no F pqI� 1-15-2015 'clf FNr i IVJ e OF UTILITY `� ('(/B /Nci) = P r �:ysnz POLE A �lL` d'.1.... ppF UeCic 48,3' A 853, �c'R iN Q� c a.•: 3 sSEP Tl C SYSTEM v � D O °�W e/Iq S e GE OF pAVe�FN ,. Ce 5 BEDROOMS 700, V,Me 1 — 80 X 5' LIQUID DEPTH PRECAST SEPTIC TANK �N h' A O e/�46' PO E� �r\ 2 — 80 LEACHING POOLS 8 DEPTH o °MF 3' MIN ABOVE GROUND WATER i?s j �' �a WITH 3' SAND COLLAR (SW) co � 05 6, � o� PROP. ROOF RUNOFF CONTAINMENT >> w s l (pFRV p� Y p%01 Q% -CO/ �� HOUSE, PORCH ® GARAGE = 3000 sq.ft. 3000 x 1 X 0.17 = 510 cu.ft. 510/42.2 = 12 VF ?p , 0 o ^� ?90' o > / l RIVE = 1422 s .ft. o eQu�p N R/ //� 0 PERVIOUS D q 1422 x 0.8 x 0.17 = 194 cu.ft. h OP 194/42.2 = 4.6 VF O 700, ? �SFo/ PROVIDE 4 DWS o \ NpU ,RY' o �S 80 X 5 DEPTH OR EQUAL \O 130,/ ?9 0 0 Off, 7 � = MCDONALD PROP. LOT COVERAGE GEOSCIEN- CE - TEST HOLE DATA HOUSE, PORCH ® GARAGE = 3000 sq.ft. F�0 o�v �� C � 9/28/15 0 'IOUs" 3000/20384 = 14.7 9 EL. 15.0' POOL & PA770 =— 883 SQ.FT. °?'w �0 RerA,N�Nc w -*4 12 0 5, BROWN SANDY LOAM OL 883/20384 = 4.39 e��0 qac 0' BROWN SANDY SILT ML TOTAL COVERAGE = 191'. tiF 2.5' � tie + S'IFo 10 PALE BROWN FINE SAND SP 03r' CERTIFIED TO: o S� BRIDGE ABSTRACTT X40 GFH HOMES, LLC ,L�° 8 EL. 0.5' 14.5' T17LE NO. BAL 32065 ''F�,� WA IFR 1N PALE BROWN FINE SAND SP 6 1 117' OCSFT �;FLOOD ZONE LINE WATER ENCOUNTERED 14.5' BELOW SURFACE ® = �ZJ _ PIPE �', A °MF e = MONUMENT . SUFFOLK COUNTY DEPARTMENT Or HEALTH SERVICES = WETLANDS FLAG �ti, PERMIT FOR APPROVAL OF CONSTRUCTION FOE.A SINGLE FAImILY rZI:SIDENCE ONLY c ELEVA77ONS AND CONTOUR LINES ARE REFERENCED FROM NAVD 88 SEP 1 3 2016 ,A� FLOOD ZONES FROM FIRM J610JC0166H °tisG ���o DATE N. EF. NO. (J �T Fo Fo APPROVED do e�cF LOT NUMBERS REFER TO "MAP OF CALVES NECK" � sGoT FOR MAam r ,� � �'� BCDROOb�` KNOLLS" FILED IN 77-1E SUFFOLK COUNTY CLERK'S °�'��,F OFFICE AS FILE NO. 5673 EXPIRES THREE/YEARS FROMDATE OF APPROVAL I AM FAMILIAR W17H THE STANDARDS FOR APPROVAL AND CONS77?UCT70N OF SUBSURFACE SEWAGE DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES AND WILL ABIDE t f BY THE COND177ONS SET FORTH THEREIN AND ON THE PERMIT TO CONSTRUCT. 1 9618 The location of public water, wells and cesspools shown hereon are \ :'Y from field observations and or from data obtained from others. ., •.;F,r;�., ' ANY ALTERATION OR ADDITION TO THIS SURVEY IS A WOLA77ON PEC©A80"'SI EYORS, P.C. OF SECTION 7209OF THE NEW YORK STATE EDUCATION LAW. (631) 765-5020 FAX (631) 765-1797 EXCEPT AS PER SECTION 7209—SUBDIVISION 2. ALL CER77FICATIONS AREA= 20,384 SQ. FT. P.O. BOX 909 HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF TO TIE LINE 1230 TRAVELER STREET SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR 15-212 WHOSE SIGNATURE APPEARS HEREON. SOUTHOLD, N. Y. 11971 EDGE OF PAVEMENT EDGE OF PAVEMENT O V H W s V O� 0 9 9 9 P PIP100 . 00 ' P E S68535 E T—e1 . 14. 3 ' e1 . 14. 6 ' w CMF � O O � C � Li O o . z E O D W --� o � DW C LP 1. E. PROP . 11 . 5 � � 00 z z DRIVEWAY 0 LP ( PERVIOUS ) z 1. z°° E. cj� N11 . 7 N o STEPS o ST I. E. � 0 0 12. 2 •� N 20. 0 ' rn -` 0 - � m mu EQUIP . u DW rn z o C1 rn Ln DW /CI rn N C) ® � N) 0 ® � W N PROP. POOL FENCE D 00 • p POOL 0 4 N ° mm 12 32 O� o _ z0 Loon O �cn o O rn m O r 2( ' u 3' 15. 0 ' II -n _ to z m and II II 4 .t4 ��p� prn ^' .�. ' � 0/v�- _ O zz� r1> x ZONE UNE �, '� mm -4 FLOOD � � nT- E N - - B.H . \ 0. 2 W. \ _� _ ° \ =m o m ,c / o< z o C/ >O osfi � � N z 4mm m � e� �100D� BuwM 4 � e � � �I R ,�)4 c ops S7 s� o _ R c�- - T/E E CMF 6 � e 706 9 wT M OC � !� 7 . E� cR oq�ow N g gRp CONS FTEO 140E ` �CSAF Ti0 ON 12/� Fiy�FT�gN o/IS oNMgs g� 1�l HOUSE � GzAi�D Elul, LLC 1=ROP05ED 5WI I1"f INCA POOL FLAN & 75 HIL=L RO,�D ' JUL*l' 2(o, 201ro 5OUTHOLD, NEW "'I'OR< LAND5GAFE DE51GN5 5%1' RIA CIARDULLO 5GALE I" = 8'-0" AUGUST 19, 201(o OCTOBER 11, 201ro - REY15ED FOOL ATO 1000-10-04-28 LOCUST YALLE1' - 51ro 662 -112r5 SURVEY OF PROPERTY A T SO UTHOLD TOWN OF SO UTHOLD SUFFOLK COUNTY N. Y. 1000-70-04-28 R> SCALE: 1'=30 NOVEMBER 13, 2015 <P (D �/ JAN. 22, 2016 (WETLANDS FLAGS) FOGF of Ue�D wN�� FEB-2, 2016 (PROP. HSE.) q� YACCARINO PA�F'�F,yT R� APRIL 18, 2016 (REVISION) 10-12-2016 MAY 20, 2016 (REVISION) \PDGF or P,4 'So AUGUST 4, 2016 (REVISIONS) �F,yFNT / /D OCT. 12, 2016 (PROP. POOL) POC � ` {� p� `� SPU C4/% P B e�/ 4g3 SPF S6 Cic syq � c wq� pq �, �, e!,43eS3SQti N °SIS�� RF 0 �`�., - [ Ri O�jy�Vq,1, �jlyS e � FDOF OF Y'O CO-)2 v /'4 S' PA�£MFN7' PROP. SEP TIC SYSTEM OF 5 BEDROOMS \ N 1 ooH 1 0 �`� "� e! IcM M 1 - 80 X 5' LIQUID DEP7N PRECAST SEPTIC TANK � /1 �`gsy�l U �� /£*C?OH � '46 POLE Y FNT q 2 - 80 LEACHING POOLS 8' DEPTH f, ��s o qcF°� 4O ��a o 3' MIN ABOVE GROUND WATER �� , -,•�_ i T Oj / a WITH 3 SAND COLLAR (SW) DR/ Aj- Rpp . � ���, ('°ER�oq y �,?* i��� °'° PROP. ROOF RUNOFF CONTAINMENT HOUSE, PORCH ® GARAGE = 3000 sq.ft. 3000 x 1 X 0.17 = 510 cu.ft. 510/42.2 = 12 VF Q) op �9/ Xj�0//% PERVIOUS DRIVE = 1422 sq.ft. o„P y /�j 1422 x 0.8 x 0.17 - 194 cu.ft. U,S�/ �Ry/� � M` 194/42.2 = 4.6 VF \ cq lo6A <\. �/F F�� " ! PROVIDE 4 DWS \444 � c / 80 X 5' DEPTH OR EQUAL PROP. LOT COVERAGE 50 pRF , �' � :+of o " 1 °R' F' °'�� McDONALD HOUSE, PORCH ® GARAGE = 3000 sq.ft. \ N ,, Iva, spy 3000/20384 = 14.7 q l ?o• , fD ro; ��• o q� 10 / GEOSCIENCE `CO`°SON`C`/yF +\ \\ 110* Ap�pO / a TEST HOLE DATA POOL & PA TIO =- 883 SQ.FT. �? �, •\ oo�sFo\ "` 883/20384 = 4.39 6,\ � ti A 1,40. ?so• / yDOSF CSC o Y 9/28/15 �� � ,� �, EL. 15.0 TOTAL COVERAGE = 19% 6 roc r 12 BROWN SANDY LOAM OL BROWN SANDY SILT ML CERTIFIED TO: �'L\ ��8 + \ ! / syFo o, -- 25' BRIDGE ABSTRACT m�ti��6+\ �y \Ao'3A \ ti GFH HOMES, LLC TITLE N0. BAL 32065 90 `s��\ � +\f' 4-41 yz R�c& �'��S,°i/ w PALE BROWN FINE SAND SP KEY �o T��\\ �� �° �+ °• titi s, ,s ��,, Ott EL. 0.5' —— 14.5' ® = PIPE 6t�9 �` `\ + WATER IN PALE BROWN FINE SAND SP r _ ® = MONUMENT `Loo , = WETLANDS FLAG ` `°_ONS�bf 17 WA 7FR % \ o'er ENCOUNTERED 14.5' BELOW SURFACE —x—x— = POOL FENCE r1p,\ N/ —�-= WOVEN WIRE FENCE yyA9• ELEVATIONS AND CONTOUR LINES ARE REFERENCED Ff OM NA VD 88 LANDWARD EDGE OF TIDAL WETLANDS AS FLOOD ZONES FROM FIRM 36103C0166H DELINEATED BY SUFFOLK ENVIRONMENTAL CONSULTING INC. ON 12/10/15 LOT NUMBERS REFER TO "MAP OF CALVES NECK" KNOLLS" FILED IN THE SUFFOLK COUNTY CLERK'S OFFICE AS FILE NO. 5673 I AM FAMILIAR WITH THE STANDARDS FOR APPROVAL ���� AND CONSTRUCTION OF SUBSURFACE SEWAGE DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES AND WILL A,3/DE BY THE CONDITIONS SET FORTH THEREIN AND ON THE �,• �'�;,;`�:,'-��' PERMIT TO CONSTRUCT. e location of public water, wells and cesspools show,T hereon are f� . from field observations and or from data obtained frorl o.hers. /n. 49618 ANY AL 7FRA TION OR ADDITION TO THIS SURVEY IS A �10Lf TION CV OF SECTION 72090F THE NEW YORK STA 7F EDUCA TION LA I V. PECONIC SURVEYORS, P.C. HIS MAP AND COPIES THERE)F C INL Y IF EXCEPT AS PER SECTION 7209-SUBDIVISION 2. ALL CERTIf�CA710NS AREA= 20,384 SO FT. (631) 765-5020 FAX (631) 765-1797 HEREON ARE VALID FOR T SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF :WE SURVEYOR TO TIE LINE P.D. BOX 909 WHOSE SIGNATURE APPEARS HEREON. SOUT HOLD,EM Y 11971 STREET 15-212 ; a F)i{ T�1'7 ` 7t t','_I. ...(J•..?I:.�...1 J..' ,i ��i'1,1U.. 'r,,r E 1rrT 1 F E f r ".t'"" 11, CCDESCr;Si::'N F0 , F� x, � �� 1 IT x. 16VIs: I: f: fioF;S. I •r- (. r R TRUSS PLACARp1NG REQtjlR'E® �QnCfl�'�r,It�C1 rt'Trt�X36 X4,1;- , OF Z4-tE��'��t1 ���E• �,�,��,�PII�G r ` _ o T „•. F)TIFICATION I_FAO C;(�",o1'FNT BEFORE ? 'CLIPANCY 'i T cs CELLAR 0 0 0 CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA Ground Snow Wind Seismic weathering Frost Line Termite Decay Winter Ice Barrier Flood Hazards Load Speed Depth Design Underlayment Tem Required 25 psf 135 mph A Severe 36 in. Moderate Slight to 15°F None to Heavy Moderate Legend D D C� Combo CO and Smoke Detector NOV 2 1 2016 GARAGE FO-1 Vent Fan },umDING DEPT. TOWN OF SOUTHOLD Floor Area ,N:....�,i .,.•�� Cellar Plan 1,752 sq.ft. �* �. cps n: 1 st Floor Plan 1,822.4 sq.ft. 2nd Floor Plan 1,247 sq.ft. l Garage 558 sq. ft. Screen Porch 257 sq. ft. »z` Total Floor Area = 6,349.8 sq.ft. ,.e L Scale: 1/4" = 1'-0' Condon En ineerin PC Plans are prepared by Condon Engineering,P.C. It is a violation of the New York State Education g P.C. Residence Law,Article 145,Section 7209,for any person unless acting under the direction of a licensed Drawn by : JJC Professional Engineer,Architect,or Land Surveyor,to alter any item in any way.If an item bearing 1755 Sigsbee Road 675 Hill Road I the seal of an Engineer,Architect,or Land Surveyor is altered,the altering Engineer,Architect,or Mattituek, New York 11952 Land Surveyor shall affix to the item his/her seal and the notation*Altered by'followed by his/her Date : 11-18-2016 631 298-1986 Southold, New York signature and the date of such alterations,and a speck description of the alteration. (2)28x62 D.H. b ti II II SCREENED PORCH CSO o I I I ti M II it I I Lk II II M ASTER BEDROOM (2)2 8x 80 PATIO (2)2 8X80 PATI❑ (2)2 8x 8° FIXED PATI❑ z ra N a N X _ DINING cs � BEDROOM 1 X BEDROOM 2 N FAMILY X 0 0 - 0VX cs O BEDROOM 3 A � M ASTER cs X ,- - -, BATH to w LL- I I ❑❑ � _ tX D/W SINK d N 00 O O C� O Z KITCHEN Q O W DN = X A LL- REF. C 3°x62 D.H. / \ c _ � I x �X M N OI UP z SITTING ROOM ODw NQ L) ATTIC / \ �- U TI L. �o / STORAGE \ X� z Q W ■ NW Q • °x3° WEBB WOOD �---- WIN OW #OVWB1828-6L 4 ° CD CASEMENT 3°x62 D.H. WITH 3°x62 D.H. WITH 3°x 18 TRANSOM 3°x 1 e TRANSOM D. W. 0 a A w i A Q N (O O O 00 X M o 00 GARAGE o ' . ^'� ye �� co "• LD ,y = 00 A O Plans are prepared by Condon Engineering,P.C. It is a violation of the New York State Education ` x N 00 Law,Article 145,Section 7209,for any person unless acting under the direction of a licensed Professional Engineer,Architect,or land Surveyor,to alter any item in any way.If an item bearing " M the seal of an Engineer,Architect,or Land Surveyor is altered,the altering Engineer,Architect,or Land Surveyor shall affix to the item his/her seal and the notation'Altered by'followed by his/her signature and the date of such alterations,and a specific description of the alterations. STORAGE 3°x62 D.H. Scale: 1/4" = T-0' Condon Engineering, P.C. 'Residence Drawn by : JJC 1755 Sigsbee Road 675 Hill Road 3°x62 D.H. attituc , New York 11952 Date : 10-13-2016 (631) 298-1986 Southold, New York n LI 12 17 12 —1 2 ------------- ,rte a •, ,s.� v.� :C:' '�; %ilr+< �i. l, oa West Elevation 12 712 1 112 12 17 1212 1 ILL I� 1 7 •�, 'y IIE W, I 1 1111 ` lid o EPS East Elevation Scale: 1/4" = 1'-0, Condon Engineering, P.C. Residence Plans are prepared by Condon Engineering,P.C. It is a violation of the New York State Education Drawn by : JJC 1755 Si sbee Road 675 Hill Road Law,Article 145,Section 7209,for any person unless acting9 under the direction of a licensed Professional Engineer,Architect,or Land Surveyor,to alter any item in any way.If an item bearing Mattituck, New York 11952 the seal of an Engineer,Architect,or Land Surveyor is altered,the altering Engineer,Architect,or Date : 10-13-2016 631 298-1986 Southold, New York Land Surveyor shall affix to the item his/her seal and the notation'Altered by'followed by his/her signature and the date of such alterations,and a specific description of the alteration. 12 17 10 12 12 110 12 12 7 � 17 7F] IE I------------- North Elevation 12 110 12 12 ELI fj '57: y. South Elevation FEW Scale: 1/4" = 1'-0' Condon Engineering, P.C. Residence Plans are prepared by Condon Engineering,P.C. It is a violation of the New York State Education Drawn by : JJC Law,Article 145,Section 7209,for any person unless acting under the direction of a licensed 1755 Sigsbee Road 675 Hill Road Professional Engineer,Architect,or Land Surveyor,to alter any item in any way.If an item bearing Mattituck, New York 11952 the seal of an Engineer,Architect,or Land Surveyor is altered,the altering Engineer,Architect,or Date : 10-13-2016Southold, New York Land Surveyor shall affix to the item his/her seal and the notation"Altered by"followed by hislher (631) 298-1986 \ signature and the date of such alterations,and a specific description of the alteration. REScheck Sof mrare Version 4.6.3 Compliance Certificate L\ lvrmdaw 3--Wood Framel>oulble Fame vfi+.Low-E 21 0.330 7 Vf!!n 4:Mcd Freme,IV ox- 675 20.0 0.0 0.055 33 SUM 033 Orientat-5or:Uns-peciRe-j Orfem"San.-Umz-pecAt-4 VAndow 5:Wood Framelk%vble Pane wi+ Low-E 24 OMD 5 Pro-ect Heidtmann Residence Vry dow 20;Vfocd FrameMouble Pane with Law-G 21 0320 7 svzr-,:0.33 S,3C:0.33 Orientmtion-.Unspecified! Orientation:Un.-pe6Fr---' VAndaw 23:Wood Frame-Double Pane vsfs-li Low-E 14 OJ33 5 Er,---Tgy Co4e: 2015 IECC Vrindaw 11:Wood FrameMouble Pane vwF+�Lew-E 21 0230 7 SW30':0-33 tjocatior: southoTd, flew York SPL3C:0-33 m Comn.-�c6--n Tye: 5;n-gle-firmily Orrer"Sm:Un--pec'Fie-4- Vdaw 24:Wood Frame 4J Pane w'li Low-E 4 OJ30 I "ect Type: flew Comstrucfton Vrindow 19-.Wood Frame0ouble Panevvit-4- Low-E 21 0-330 7 S145C:OM Oriente".'art: U n-,pe 6M ed SI-fOC:0.33 Orientat;on:Un.-pec;We Cond-:tiore-1 Floor Area: 3,0 69 ft2 Orientation:Uns-pecifi-e-1 Mr.dow 25:Wood Frame-Double Pane w;+ Lew-E 4 0330 1 Vror,dow 20:Wood Frame-Marable Pane vii+,:Low-E 3.9 0230 5 sw*f':OM Ar--n 20% SP13C:033 Orien"-t:on:Urmpet-4wedl Climate Zone: 4 (5572 14DT)l Orfertntion:Um-jpe!eA"-- Mr,dow 2G:Wood Frame:Dcuble Fame vw;+- L--w--G 20 0.330 7 Permit Dt-:m Vrndow 22:Wood Fram--Vauble Pane vvi4- Lcw-E IG 0130 5 SWL3C:033 ";43c:OM Permit Number- .0 Orfentat5on:Un,-peciR----O Orfenta�on: Vrmdow 27:%'load Frame-Mouble Pane vis Law-G 20 OA30 7 Ccnstmcton S`te: Owrar/Agent: Desigr,effCont-Tactor: Mir dcyw 22:Yfood FrameMerible Parse vvi-O-L.Lew-E 2.9 0.930 5 S1143C:OM C75 r4*11 Roed Meiltrnar:n 01--rtn John J.Gon lon 1514'5C:0-3-1 Orfeemtat5an:Uns-pecifii----f Orfcrlt--�or.:Un.-,per-!Fi"-- 5VA-Vid, NY 675 F411 Rc--d Condon Erineen vr. ,,q Mr dow 212:Wood Frame:Dovble Pane vrf+ Law-G 35 0.330 12 S;=--1,c4d, NY 1755 Sirs-bee Roped Mr-dow 23:Wood Frame-Mouble Pane vwi4- Lew-C 19 0-330 S S93c:033 V ett-rwck,NY 115 52 sv3c:022- OrfentatFon.-Uns-pecfiw-4- C31-299-1929 Orf-entatiom:Unspecfi--4 bmprrenc�--Ste-emer,!7 The pn:,pc--ed- bOding derign dercribed P--m i�;coir-istent with t+o--bulAnn Mr dow 2.9--Wood Frame-Double Fame vwi+ Exm-E 25 0.330 9 C _q ple-=,.zpeefFicaticnz,arl atf: r SUSC-0-31 calcOetions zubrKtted wig the permit e I- -i The pn:,.,,.ze4- building hes b---n. designed to meet the 2015 MOC req-Uirements-in pp ,,canon. Urxpecl-Firt"- VP-T!iian 4.6.3 ara ,4 to comply w6 the mandatory requiremnts.listed ir.6e RESche&InspectioCheC�_ n .1it. rrvr,dcw 25;Wood Fram-eMcrable Farte vwi--&.Law-E 4 0330 ic CO-"112rr-le: GL-z%Vetter Than Code VIxIm um U-0-- 504 YoirVA- 473 v;y1rnums'W'S- 0X0 yavrsFyj-C, 0.33 SFr3G:0.33 Orfent--ticen:UnspeciFied n rne- i i=L, D2te 15•c#LL*%MX*is Emsee an CO&t-046-CF nits. it ca=:of V-, a 1,*26 of*-Wr.-T U or Co-.. N Is a.rims'-qMindow 21G--":`fond Frame Dor` Fame vii?+Low-E 21e 0230 51 514,30:031 Orfa-nt!!*jo--:Un.-pecifit-1 Envelope Assemblies vuar 10:01 a 1; 21 0.330 7 ---------- 94030:ent_tjo.0-35 OrfUnspecified tA r -460; 1 L., =-Dn-Or 10:Gla21 0.250 7 0-35 Mar 1:All-yrood J6rLrrnjs-.-Over Urz-ond.--vjr.w--=1 Space. 1,922 30.0 0.0 10.033_._.._ ....60 Orferltz-0jar:Un.-pedifFe.-I Callir g 1:Flat Cie,limg or S--Er--crTru--- 1.922 49.0 0.0 0.029 47 Dt-.-r 20:Gla= 21 0330 7 S43c.017 Vle.q 1:Mcd Fre-ne, 19' o-c- 993 20.0 0.0 0.055 4G 0 rf en t--S on:U m,-p eciFi--J- 0 rf on,--t5 orn:U n,-p ec ified M29 3:Mcd Framm, IS*ox- 975 20.0 0.0 0-11355 33 %Orndaw I--%"load Frame:Deuble Pane with Low-E 24 0.330 9 S40C:OM M-d ow 4:Wo ad F ra me:Dcuble mane wi*-4%Lew-E 20 0230 7 Orientation:Unz-pecifie4 SUM 0-33 Vrmdow 2:164.rood Frame: >mAble Fame wi!fi Ejaw-l-= 24 OMO a Orfem"tior:Urwpecifiedl 5,93C:0.33 Mr dow 9:Wood Frame-M-a-Ale Pone with Low-E 20 OMO 7 Orfen"tion:Urm-peciFieJ. 54,3c:0-32 Vrandow 17:%'Vood Frame-Mcrible Pane with Low-E G 0330 2 0 1i--I te*j on:UnspeciFwrd SRGC:0-33 Mir dew 12:Wood Frame-Double Pane v#;4--Low-E 20 0.330 7 Orf-entntion:UnspeciField SROM 033 Mr,dow 12:%*food FrameMouble Pane v4f+ Lcw-r: 6 0.330 2 Orfem--tior,--Vrtz-pecAet! S9,3c:032 Vrf-rdow 13.-Wood Framc:Dauble Pane vvf--1-h Low-E 20 0390 7 Orf-en"tion.:Unzpec 41-- 514,13C:0.31 Mcrr 5:Gloss 21 0330 7 Orientation;Um-pecs-Fre-4 SR3C:OM M-Idow 14--Wood FrameMouble Fame vwf+,Low-G 20 0.290 7 Orfentmt5om:Um-pecil SU3C:0-33 20:Solid 21 0.640 13 Orf--mtet5on:tlnvpeerqe�! 0 rf en. ta t:-on--U m-per-4,i--4 Mir dow 15:Wood Frame:Dwble Pane vwi*--'.,Low-E 20 0.330 7 230 20.0 0.0 0.035 34 5143C:0.33 Oris. or,: Pr*ectTitle: He;dtmann Residence Repot date: 11118116 Pro,;ectT`itle-- 1-feidtmann, Reside-ice Report date: 11118116 Prq;ect Title: F.e-dtrnann Residence Report date: 11/18116 Deta filename: QXUrers%jofin CondonA7-avorites%ResChP-ck-s%Heidtmann Pescheck.rck Pagel of 3 Mate.fillename:Q-Wrersr�john nn Pescheckx&, Page 2 cf 3 Dela filename:QXUseiAj6hn CondonN-7avori-,e�ResChp-L+-S%Heidtmann Perclieck.rck Page 3 cf 3 Roof Bedroom 1 Bath oOm Bedroom 2 �athroom I Bedroom 3 athroom 041 N 04 C& 1 El 11 ED F-1 2nd Floor .......................... C%j I I Master utility -Kftoen Room I l 1 1Bathroord Bathrooryl Clothes L Washer C14 C'M C-4 C14 KN Ni Dish EJ I ED 'SDR 35 PVC Washei W I Y " r 1st Floor Plans are prepared by Condon Engineering,P.C. It is a violation of the New York State Education qC�4 C14 Cq cm Law,Article 145,Section 7209,for any person unless acting under the direction oto licensed Professional Engineer,Architect or Land Surveyor,to after any Item in any way.If an Rem bearing co To Septic system the seal of an Engineer,Architect,or Land Surveyor is altered,the altering Engineer,Architect or rr Land Surveyor shall affix to the Rem his/her seal and the notation'Altered by"followed by his/her A-� signature and the date of such alterations,and a specific description of the alteration. ouse Trapp Scale: 1/4" 1'-0' Plumbing Rise. Drawn by : JjC Condon Engineering, P.C. Residence 1755 Sigsbee Road 675 Hill Road Date : 11-18-2016 Mattituck, New York 11952 Southold, New York (631) 298-1986 6'-4" Foundation Notes: / \ The contractor is to verify all measurements in the field and any 27'-11 2' 1 -0 / / \ \ , discrepancies are to be brought to the Engineer prior to n 82„ construction. — — — — — — — r J 1 -All concrete 3,500 psi after 28 days minimum. I I I ( 2-All rebar ASTM A-615 Grade 60. I tep Footih I Crawl Space I I I 3- Footings are to be installed on undisturbed virgin soil. The I I bottoms of all footings are to be installed a minimum of 3'below I I I I I I grade unless indicated otherwise. CD I tep Footing I ( I 4-All snap off form ties are to be removed and remaining openings I I I I I are to be sealed/grouted. I I I 5-The foundation contractor shall coordinate with the plumbing and electrical contractors relative to installation of sleeves and other 2x6 Stud Wal penetrations prior to pouring concrete. - - - - - - - - - - - - - - N e"OAnchor Bolts 25" 2x6 MCQ 6- Install isolation joints along foundation walls and at column and OC in 8' End Zones 29' I I— 1 I other floor penetrations. OC in Interior Zones 112" Expansion Seal I 23'-52" ( I x6-W1 7- Installed contraction joints in the cellar floor slab every 18' .4xW1.4 WWM SCO ( minimum. Termite Shield &Sill Sea "Poured Concrete Slab I !' I I I I `° F— — — — — - I I 8- Foundation excavation is not to be back filled prior to the Grad 8 installation of the floor framing. 17'-1 2,. 9- Backfill along foundation walls is to be clean material and is to /Y, ;r f ,V�: I be mechanically compacted in 6" lifts to 95% of maximum dry \�- I i 9'-9" density. c 8„ 5'x 5 x 12" L I I I 10- Follow cold weather concrete treatment relative to add mixtures "' �� 4"Compactable I e/w No. 5 Rebar I I— — — — — — — — — — in accordance with ACI 212.3R. Use Air-Entraining admixtures per Base Material I I ( -I I ASTM C260,AASHTO M154 or Water Reducing and Set- CO 3'-6" I 13 OC E/w I I I I Controlling Admixtures per ASTM C494,AASHTO M 194 only. Do Oe ° I not use Calcium Chloride or other corrosive type admixtures. • 10' 1" 10'-4" 10' (2) No. 5 Rebar 16 SCP )� g�Scale.e Foundation Details 1/2" I I I — — — — Beam Pocket I I I F I I I I I ( 2x6 studs 16"OC I I I 9'-9" 8'O Anchor Bolts 25"OC n 8' End Zones 29"OC in I L — — -� L _ _ _ J — _ _ J I 1 Interior Zones _ I 4'-6"x 4'-6"x 12" I —I I /w No. 5 Rebar 5'x 5'x 12" i 5'-8�' — — 2x6 MCQ sill I 1 11 OC EMI /w No. 5 Rebar Same Elevation as opper Termite Shield 8"0 Anchor Bolts 25" I 13 OC EM L — — — — _ I Existing Foundation OC in 8' End Zones 29' I I OC in Interior Zones I I I I I I I 2x8 MCQ Sil IN I I I f I I I Expansion Joint C? I I r _ — — — _ _ — — � 1 _ ( I _ — — — — — ( � and Joint Sealer Copper Termite Mb� I Rat Slab Shield (2)No. S ebar-See Not 4 �r 20'-2 1" *° 1 1'-74" 7'-0" a a ubbase-Compactable Fill I ( - - 90- - - - - - - - 10 16 2) No. 5 Rebar Mil Vapor Barrier I �F Foundation Section } 9'-0" L - - - - I v I L-•1" M — — 10'x 12"x !2"Slab ScaleY;=1'-0• '. I — L — � — � _ - - - - - - - — —� � o. 5 ebar 18"OC I 2„ 31_81„ I 10" I I V2 I I I I I Top of Footing Expansion Joint and I I 1 zo 2' Joint Siager I I I x6- 1.4x1.4 WWM Foundation Plan 4" Poured Concrete I tep Footing 1 1•• I I I 12" 2 I tep Footin - Slab I Slab _ ... :. ` •' . ' . ' .. I I a I - lao I N Cn I N 3n n n r I I I 20 Compactable Base Material N ( I I 3" 10 Mil Polyethylene Vapor Retarder I 1 (3) No. 5 Rebar I SLOPE I _ A Foundation Cross Section ICO CO Scale YF=V-O" ' I p T ical Ste footin Detail. � � I I I I Scale: 112" = 1'-0" g"�Q'� s, �;° "'��'•`�.:,, I I — — — — � - �„�,,,,�; - �-- ;fig �,t r • — — — — — — — — — — - — Scale: 1/4" = 1'-0' Condon Engineering, P.C. 2" 10'-92" Plans are prepared by Condon Engineering,P.C. It is a violation of the New York State Education Residence Law,Article 145,Section 7209,for any person unless acting under the direction of a licensed Drawn by : JJ C Professional Engineer,Architect,or Land Surveyor,to atter any item in anyway.If an item bearing 1755 Sigsbee Road 675 Hill Road the seal of an Engineer,Architect,or Land Surveyor is altered,the altering Engineer,Architect,or Mattituck, New York 11952 Land Surveyor shall affix to the item his/her seal and the notation'Altered by'followed by his/her Date : 10-13-2016631 298-1986 Southold, New York signature and the date of such alterations,and a specific description of the alteration. ( ) Framing Notes: Table 3.1 Nailing Schedule(Wood Framed Construction Manual 2015,Page 149) - \ t The contractor is to verify all measurements in the field and any discrepancies are to be brought to the Number of Number of r-- - - - - - - - - - - - - - - - - - -- 1 attention of the Engineer prior to construction. Joint Description Common Nails Box Nails Nail Spacing ROOF NAILING I - - - ---I- - - - -- - - --i J L I Wood Framing p R ) 3-8d 3-8d per rafter I r 1 I Rafter to To Plate(Toe-nailed I I Ceiling Joist to Top Plate(Toe-nailed) 3-8d 3-8d per joist I I I 1. All lumber is to be No. 2 or better Douglas Fir Larch (N)with the following minimum specifications: Ceiling Joist to Parallel Rafter(Face-nailed) 5-16d 5-16d each lap I tep Footi� I I Crawl Space Ceiling Joist Laps Over Partitions(Face-nailed) 5-16d 5-16d each lap .., UO I I ( I Fb = 825 psi Collar Tie to Rafter(Toe-nailed) 2-10d 2-10d per tie 00 _ I ( Fv=95 psi Blocking to Rafter(Toe nailed) 2-8d 2-10d each end �, CDI I I Fc perp=625 psi Rim Board to Rafter End Nailed 2-16d 3-16d each end I tep Footing I i I E = 1,600,000 psi WALL FRAMING I I I I 2. All Parallam (PSL) Lumber is to have the following minimum specifications: Top Plate to Top Plate(Face-nailed) 2-16d(1) 2-16d(1) perfootI Top Plates at Intersections(Face-nailed) 4-16d 5-16d( joists-each side Stud I I I I I I Fb-2,900 psi Header to Header Face availed 2�16d 1 a16d 164 o.c.along edges - ( ) - - - - - - - - - - - - - - - - - - - - - - - - - Fv=290 psi 9 9 _ _ w I J 5.25 x 11.875 PSL Drop Beam I I Fc perp=750 psi Top or Bottom Plate to Stud(End Nailed) 3-16d 2-40d per stud I - - - - - - - - - - - - - - - - - - - - - - - - - - - - I ( E = 2,000,OOOpsi I I I I 2. All Microllam (LVL) Lumber is to have the following minimum specifications: I Fb= 2,600 psi Bottom Plate to Floor Joist,Band Joist,End joist or Blocking(Face-Nailed) 2-16d(1,2) 2-16d (1,2) per foot I I i Fv=285 psi Joist to Sill,Top Plate or Girder(Toe-nailed) FLOOR FRAMING 4-8d 4-10d per joist I I SS 5 x 5 x Pt Load I I Fc perp=750 psi 2 Bridging to Joist(Toe-nailed) 2-8d 2-10d each end Above I I E = 1,900,000 psi I I Blocking to Joist(Toe-nailed) 2-8d 2-10d each end W12 x 50 Drop earn I _ _ ( I Blocking to Sill or Top Plate(Toe-nailed) 3-16d 4-16d each block I I I I I 3. All beams fabricated with multiple Laminated Veneer Lumber boards are to be nailed/bolted in Ledger Strip to Beam(Face-nailed) 3-16d 4-16d each joist - - - accordance with the manufacturer's specifications. Joist on Ledger to Beam(Toe-nailed) 3-8d 3-10d per joist I I I I ,r, I �- - - - - - - Band Joist to Joist(End-nailed) 3-16d 4-16d per joist L - - - - J � U I ® 4. All TJIs are to be installed in accordance with the manufacturer's specifications and shall include Band Joist to Sill or Top Plate(Toe-nailed) 2-16d(1) 3-16d (1) per foot I ` p L - - - - - - - - - i squash blocking and web stiffeners at bearing points on girders and other load bearing areas. ROOF SHEATHING s co Pt Load I I U) N I I 5. All straps, connectors, plates, bolts, nails, etc. are to be galvanized or stainless steel. Designated Structural Panels 8d 10d (Detail sheet S-4) - I Above U_ I I connectors, strap etc. on these drawings are made by Simpson unless indicated otherwise. All connectors, straps etc. are to be nailed/bolted in accordance with the manufacturer's specifications. 6. All floor sheathing is to be 23/2 inch AC CEILING SHEATHING I g type plywood, tongue and groove, with an APA span rating of II I 48/24. Floor sheathing shall be glued and screwed to the floor joists (6"O.C. edges and 12 "O.C. Gypsum Wallboard 5d coolers 5d coolers 7"edge/10"field LO N I CU I iO U x field ). WALL SHEATHING m O I I I Structural Panels 8d 10d 6"edge/12"field I n im I I 7. All wall sheathing is to be 15/32 inch APA Rated Exposure 1 plywood and shall be nailed with 10d I 0 U_ N - 3�5 x 11.875 PSL Flu h I I common nails 6"O.C. edges and 12"O.C.field. Gypsum Wallboard 5d coolers 5d coolers r edge/10"field X o HSS 5 x dx 2 - HSS 5 2 Pt�oad SS 5 x x 2 I Beam Pocket I I 8. Solid blocking is to be installed every 8' max or mid span of all floor joists with spans exceeding 8'. FLOOR SHEATHING N O I I A ove I Structural Panels W12x40Dro Bea - - - - - - - I i I I I 9. Double joists are to be installed below parallel walls. 1"or less 8d 10d 6"edge 112"field zi, L.1 10. Blocking is to be installed at all point load bearing points. (1)Nailing requirements are based on wall sheathing nailed 6"on-center at the panel edge. Alternate nailing schedules shall I lip I L - - - - - - I L _ - - - J I be used where wall sheathing nailing is reduced. lFor example,if wall sheathing is nailed3 inches on-center at the panel edge L-,U'f 7777.7 777777=1I 11. Walls are to be framed with 2x6 inch studs spaced 16 inches OC unless indicated otherwise. to obtain higher shear capacities,nailing requirements for structural members shall be doubled,or alternate connectors shall be used to maintain load path. L - - - -) 12. All bolts nuts and washers are to be hot dipped galvanized. (2)When wall sheathing is continuous over connected members,the tabulated number of nails shall be permitted to be I n reduced to 1-16d nail per foot. I ° L - - - - - , I Steel I � I I 1. All steel is to be ASTM Specification A-992-50 I I n � I I 2. All bolted connections are to be made with A-325 bolts. 3. Square/rectangular and circular columns are to be ASTM Specification A500. - - - - - I I I I I 4. All welded connections are to be done by a certified welder and conform to AWS and AISC 5.25 x 9 5 PSL Drop Beam I I L - - - - - - _ _ _ _ _ _ _ _ - - J I standards. 5. All weld joints are to use E70XX electrodes. I - _I I- J L -J 6. Steel is to be prime coated. I I 7. Y"web stiffeners are to be installed at all point load bearing p ' g points and over all column supports. I 3.5 1 q75PSLFlush � - - - - - - - I I I I _J 8. All columns are to be bolted to steel girders with Y" bolts and to wood girders with Y"lag bolts. r - - - - - _I I I L - 9. All girder splices are to be made above columns. I I _. - - J_ -, __L - - - - - - - - -� L - -� I 1st Floor Framing Plan I I I I I I I I I I HSS 5X5X1/2 2 I GARAGE T I I 14"X 14"Xall ' _ - - ' Base Plate N I I I 14 5"0 Simpson TITEN I I Anchor Bolts I I 4,000 PSI Non I 2" Shrink Grout HSS5X5 X2 4'Steel Base Plate Pedestal I 3/4"Steel Base Plate 77. 8"Q1 Simpson TITEN _ I I I Anchor Bolts _ ° m . a "� JAG N i I I I I Zn- See lans 13" 3., No. 5 Rebar L - - - - - -- - - - - J 14"OC ENV Isolated Footin Detail �-- - - - - - - -- - - - - - -� � C Scale: 1/4" = 1'-0' SCALE: 1"=1'-0" Condon Engineering, P.C. Residence Plans are prepared by Condon Engineering,P.C. It is a violation of the New York State Education 2 " 2" Law,Article 145,Section 7209,for any person unless acting under the direction of a licensed Drawn by : JJC Aft Professional Engineer,Architect,or Land Surveyor,to alter any item in anyway.If an item bearing 1755 Sigsbee Road 675 Hill Road the seal of an Engineer,Architect,or Land Surveyor is altered,the altering Engineer,Architect,or Mattituck, New York 11952 Land Surveyor shall affix to the item hismer seal and the notation'Attered by'followed by his/her Date : 11-18-2016 (631) 298-1986 Southold, New York signature and the date of such alterations,and a specific description of the alteration. � O 00 _ X m (3)2 x 8 N r �`- (3) 1.75 x 7.25 LV Flush II -TI II it � Ucoo UUcoo � U U0coo I I o0 00 X i 3 3 3 I 0) P I —T — I 3 NOTCHd — — — — — — I TOP PLATE RAPIER a DEPTH<1/4d HOLE EDGE DISTANCE>5/8" OUTER 1/3 OF SPAN ONLY HOLE DIAMETER <2/5d - - - - 13 II O II OI HEADR SINGLE STUD HOLE DIAMETER OR Simpson LSTA3 0 Rid STUD < — DOUBLE STUD Simpson MTS30 Rafter Strap ateach R at each Rafter Tailg PLATE Rafters l O l 2 I RAR OP PLA HOLE EDGE I O DISTANCE>5/8' I I 1 Wcut Shear Blocking I I I 1O I 3 sn�D i ( O — - - - - - - - - - - - - - - - - 3 ( Simpson H2A Hurricane Ties O at each Rafter Tail � I Stud Notching and Boring Limits NOT TO SCALE — - - - - - - - - - - - - � r' Trus Joist Rim Board for Shear Blocking (Between Rafters). 3 Field Trim to Match Rafter Depth at Outer Edge of I I ( 2 I O Wall or Locate on Wall to Match Rafter Depth. 11O I O2 Y3 Y Y - - - - - - - - - - - - - -I- - - --� — — I r — Microllam®LVL 2 X Diameter of theSTU 1 and Parallamo Largest Hole 1/3 Depth 3 3 1 O I I O PSL Hole ZoneBOT(Minimum) Y 1 — — OM d y O O RIM JOIST Maximum Allowable Wcut TOP PLATE Header Maximum Round I I Miaollam LVL and Depth Hole Size PSL Parallam 43/8 1. Shear Blocking and Ventilation Holes — — L/3 Allowed Hole Zone l/3 51/2" 13/4" O O Sim113 Middle guan pson ST71 strap 71/4•to20• 1 2" 1 Shear Blocking Details See Illustration for Allowed Hole Zone NTS Typical 2nd Floor NOTES: 1—AT-owed Hole Zone Suitable for Uniformly Loaded Headers and Beams Only Strapping Detail 2 Round Holes Only NTS 3. No Holes in Cantilevers O 4. No Holes in Headers or Beams in Pllank Orientation O $" 5. Do Not Cut ,Notch or Drill Holes iin Headers Except as Indicated in Illustrations and Tables OC Inn 8' End Zones 35' Anchor Bolts 30" 6. Any Opening Outside These Constraints Must be Approved by the Structural Engineer OC in Interior Zones Typical I Level LVL Penetration _ Schedule and Detail O NOT TO SCALE 1Q — Zone 1 Zone 2 Zone 3 Sim on LSTA18 I I � A Field 6" O.C. 12" O.C. 4" O.C. Panel Edges 6" O.C. 6" O.C. 4" O.C. -Nailing Requirements for 135 MPH, 3 Sec. Peak Gust, 23/32" Thick Roof Sheathing with 10d Common Nails Simpson L PS Roof Sheathing Nailing Details Simpson BP Scale: 1/8" = 1'-0" MIN.DISTANCE MIN.DISTANCE FROM TABLE A DO NOT CUT HOLES FROM TABLE B R LARGER THAN 1 1/2" 1Y"HOLE MAY BE CUT NO FIELD CUT IN CANTILEVER ANYWHERE IN WEB OUT- Typical Wall and HOLES IN SIDE OF HATCHED ZONE HATCHED ZONES DO NOT CUT OR Ira i n D eta i I s Sill Strapping A 6" O O 6" NOTCH FLANGE. Detail - SCALE: 114" =1'-0" 6• L1 2 X D1 D1 L2 2 X L2 D2 6• 6• SIMPSON SPH4 MINIMUM INIMUM I STRAP (APPLIES TO ALL CLOSELY GROUPED ROUND HOLES ARE HOLES EXCEPT PERMITTED IF THE GROUP PERIMETER MEETS SIMPSON LSTA9 3"No.8 SCREWS 12"OC KNOCKOUTS) REQUIREMENTS FOR ROUND OR SQUARE HOLES. DO NOT CUT HOLES IN STRAP CANTILEVER REINFORCEMENT. FRAMIN TABLE A-END SUPPORT MINIMUM DISTANCE FROM EDGE OF HOLE TO INSIDE FACE OF NEAREST END SUPPORT JOISTTJl ROUND(HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE DEPTH 2" 3' 4' 1 5" 6'/- 7' 8Y,' 11• 13' 1 2• 3- 4" 5• 6%" 7" 8V/' 11" 13" 9%" 360 T-6" 2'-0" T-0. 4'-0" 6'-0" 1'-6. 2'-6. T-6' 5'-0" 5'-6- 11 V/' 560 V-0' T-0' 1'-6' 3'-0' 5'-0" 51-6' 8'-0' V-0" 2'-0' Y-6" V-0- T-0- 7'-6" V-0- Typical Window and Door LIGHT WASHER 14" 560 1'-0' 1'-0" 1'-0" 1'-0" 2'-6" 3'-0' 6'-0" T-0- T-0" V-0' 1'-6" 3'-6. 6'-6" T-0' 9'-0"10'-0• 16" 560 V-0" V-0' V-0" T-0" 0 1'-0' T-O" 6'-6' 10'-0' 1'-0' V-0'11 1-0' 1'-6' 5'-0" 6'-0" 0'-0' V-0' 2'-0' Header Strapping n Detail I WOOD-FRAME Header WALL TABLE B-INTERMEDIATE OR CANTILEVER SUPPORT Each Corner PLYWOOD MINIMUM DISTANCE FROM EDGE OF HOLE TO INSIDE FACE OF NEAREST INTERMEDIATE OR CANTILEVER SUPPORT "O.C.NAIL SPACING !9 I ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE SIMPSON H2A TIE EACH RAFTER NTS GLAS JOIST TJI® 4'PERIMETER ZONE DEPTH 2" 3' 1 4" 5" 6%' 7" 81/" 11' 13' 2' 1 3' 1 4- 5' 1 6Y/'1 7- 87/' 11" 13' PANEL FIELD NAILING 9y'. 9.10 2'-6' 3'-0" 4'-0' 5'-0" 8'-0" 2'-6" T-0" 4'-6" 6'-6' 7'-6' V PERIMETER ZONE 3'-0" 4'-0" 5'-6' 6'-6" 9'-0" X-0" 4'-6" 5'-6" 7'-6" 8'-0" PANEL EDGE NAILING PLASTIC-COATED • 1'-6" 3'-0" 4'-6" 5'-6' " 8'-6' 12'-0' 3'-0" 4'-6" 6'-0' 8'-0' 10'-6. 11'-0' 12'-0- PERMANENT WOOD 560 11-0. V-0 V-6. 3'-6' 5'-6" 6'-6" V-0" V-0- 5'-0- T-0" 10'-0" 11'-0. 13'-6" 15'-0" REW ANCHORS •• 560 1'-0' - 1'-0" 1'-0' 2'6" 3'-6' 7'-0'_11'-0' 15'-0" V-0" 1'-0" 3'-6" 5'-6" 9'-0' 10'-0' 4'-6' 16'-0' 18'-0' 18• I I I I GLASS 11 II RECTANGULAR HOLES BASED ON MEASUREMENT OF LONGEST SIDE. 2X6 BLOCKING MINIMUM US OUTLOOKER I I • HOLES MAY BE LOCATED VERTICALLY ANYWHERE WITHIN THE WEB.LEAVE 1/8"OF WEB(MINIMUM)AT TOP AND BOTTOM OF HOLE. I I I I Yz" • KNOCKOUTS ARE LOCATED IN WEB AT APPROXIMATELY 12'ON-CENTER;THEY DO NOT AFFECT HOLE PLACEMENT. (E� PLYWOOD FOR SIMPLE SPAN(5'MINIMUM),UNIFORMLY LOADED JOISTS USED IN RESIDENTIAL APPLICATIONS,ONE MAXIMUM SIZE ROUNDTAIL FRAMIN FEES' HOLE MAY BE LOCATED AT THE CENTER OF THE JOIST SPAN PROVIDED THAT NO OTHER HOLES OCCUR IN THE JOIST. Ly „N A • DISTANCES ARE BASED ON THE MAXIMUM UNIFORM LOADS FROM CURRENT ILEVEL SPECIFIERS GUIDES.FOR OTHER LOAD GABLE ENDWALL CONDITIONS OR HOLE CONFIGURATIONS USE(LEVEL®TJ-BEAM®SOFTWARE OR CONTACT YOUR ILEVEL REPRESENTATIVE. Allowable Holes - TJIO Joists SECTION A-A PLYWOOD OPENINGS j (WTAYP)ER PROTECTION;THICKNESS IL DEPENDS ON WINDOW Rake Overhang Limits - Outlookers OPENING WMDTH(1) j ftj ' NOT TO SCALE DETAIL A-TYPICAL ATTACHMENT OF SCREWS PLYWOOD OPENINGS PROTECTION TO WOOD-FRAME BUILDING 12"OC > a 1 �• : NOTE: IN LIEU OF SCREWS,LUGS WITH NUTS AND WASHERS MAY BE USEDr ALTERNATE TO 120 MPH CERTIFIED WINDOW4 01814 INSTALLATION �� 4 PLYWOOD PANEL WINDOW AND DOOR M PROTECTION FOR WOOD FRAMED BUILDINGS = Plans are prepared by Condon Engineering,P.C. It is a violation of the New Yak State Education Scale: 1/4" V-0' Condon Engineering, P.C. Residence Law,Article 145,Section 7209,for any person unless acting under the direction of a licensed 1755 Ss Professional Engineer,Architect,or Land Surveyor,to alter any Rem in any way.If an item bearing Drawn by : JJC i gbee Road 675 Hill Road the seal of an Engineer,Architect,or Land Surveyor is altered,the altering Engineer,Architect,or Mattituck, New York 11952 Land Surveyor shall affix to the item his/her seal and the notation'Aftered by"folhNed by his/her Date : 10-13-2016631 298-1986 Southold, New York signature and the date of such alterations,and a specific description of the alteration. ( )