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Home My WebLink About26177-zFORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-27234 Date: 08/07/00 THIS CERTIFIES that the building NEW DWELLING Location of Property: 1700 HORTON LA SOUTHOLD (HOUSE NO.) (STREET) (HAMLET) County Tax Map NO. 473889 Section 63 Block 1 Lot 13 Subdivision Filed Map No. __ Lot No. __ conforms substantially to the Application for Building Permit heretofore filed in this office dated OCTOBER 22, 1999 pursuant to which Building Permit No. 26177-Z dated NOVEMBER 23, 1999 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 WITH COVERED PORCH AND ATTACHED TWO CAR GARAGE AS APPLIED FOR. The certificate is issued to MANZI HOMES INC. (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-99-0164 07/ll/00 ELECTRICAL CERTIFICATE NO. N 530134 07/17/00 WILLIAM SCHWAUB PLUMBERS CERTIFICATION DATED Rev. 1/81 07/27/00 ' ' Signat~e Authorized FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 26177 Z Date NOVEMBER 23 99 Permission is hereby granted to: SUFFOLK HOSTELS (ABRUZZO) 2900 VETERANS HWY BOHEMIA~NY 11716 for : CONSTRUCTION OF A NEW SINGLE FAMILY DWELLING WITH ATTACHED TWO CAR GARAGE AND COVERED FRONT PORCH AS APPLIED FOR. at premises located at County Tax Map No. 473889 Section 063 pursuant to application dated OCTOBER Building Inspector. 1700 HORTON LA $OUTHOLD Block 22 99 0001 Lot No. 013 and approved by the Fee $ 550.40 Aut ho~z/ed~ ~ture Rev. 2/19/98 ORIGINAL TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must ~be filled in by typewriter OR ink and submitted to the buildin~ inspector with the following: for new building or new use: 1. Final survey of property with accurate location of all buildings, property lines streets, and unusual natural or topographic features. ~ 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form) 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains For existing buildings (prior to ~us s,R~o~i~ ~g '.'pre-existing" land uses: ~i'~kD 1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and a consent to inspect signed by the applican~ If a Certificate of Occupancy is denied, the Building Inspector~shall state the reasons therefor in writing to the applicant. less than 2/10 of 1% lead. Commercial building, industrial building, multiple reside and installations, a certificate of Code Compliance from responsible for the building. Submit Planning Board Approval of completed site plan re¢ April 9, 1957) non-conformJ Fees 1. Certificate of Occupancy - New dwelling $25.00, Additions to dwelling $25.00, Alterations to dwelling $25.00, Swimming pool $25.00, Accessory building $25.00, Additions to accessory building $25.00. Businesses $50.00. 2. Certificate of 9ccupancy on P~e-existing Buildinm - $100.00 3. Copy of Certificate of Occupancy - ~ .25~ 4. Updated Certificate of Occupancy - $50.00 5. Temporary C~tificate of Occupancy - Residential $15.00, Commercial $15.00 Date · blew Construction ...... Old Or Pre-existing Building .... .~..~. ........ Location of Property /~ /~'6~/'~/'/~ ~'~ ~/~ ' House No. Street Ha~et p t .... Onwer or O~ers of Pro er y .......... w ............................................... o00. ....... ..... L .......... .... Subdivision Filed Map Lot . · Permit No. ~/ 7Z .~. Da~e Of Permit. Z//.~.~/~. ~ .Applicant. /~'=Z ~ Health Dept. Approval....................---...Underwriters Approval..... ................ Planning Board Approval .... Request for: Temporary Certificate ........... Final Certicate ........... ~/~' Fee Su~bmitted:~.~_~$ ..............................~'~ ....~...~/~//.f~ ,~/././.~, ....... Town Hall, 53095 Main F:Josd P. O. Box 1179 $outhold, New York 11971 Fax (516) 765-1823 Telephone (516/.7{35-t 602 OFFICE OF THE BUILDING INSPECTOR TOWN OF SOUTHOLD CERTIFICATION Building permit No. ~6~1'7 Owner: ~/1(~ nT-~ O~e~, (please print) (please print) I cef%ify that the solder used in the water supply system contains less than 2/10 of 1% lead. / p Signature) Sworn to before me this · day of [~.~ ~ , ~c~Q0 CD Notary Town Hall, 53095 Main Road P.O. Box 1179 Southold, New York 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD Fax (516) 765~1823 Telephone (516) 765-1802 AuguSt 1, 2000 Manzi Homes P.O. Box 702 Point, NY 11778 Rocky RE: 1700 Horton Lane, Southold. 1000-63-1-13. . INO~}~ A Certificate of Occupancy can not be issued until '~6~rmation of Romex allowed on boiler wiring - must be right our of electrical code. To Whom This May Concern: We are unable to complete your Certificate of Occupancy because of the following reasons: not on file. (Enclosed) XXNo Underwriters Certificate on file. The check is (not on file.)$25.00 XXNo Health Department Approval on file. No final inspection has been made. XX No Plumber Solder Certificate on file. (Ail permits involving plumbing being issued after April 1, 1984). BUILDING PERMIT # 26177-Z Please contact our office on this matter. Thank you for cooperation. SOUTHOLD TOWN BUILDING DEPT. An application for Certificate of Occupancy is XX THE NEW YORK BOARD OF FIRE UNDERWRITERS su.E^u oF ELE -T.,C,TY. '-" 40 FULTON STREET, NEW YORK, NY 10038 Date ~JLY ~7, ~ Applica.on No. on file ~4~0/0~ ~ 5~3~ THIS CERTIFIES THAT ~E~T ~0, 26~77-~ only the e~c~cal equ~me~ ~ desc~bed below and introduced by the applicant n~m~d on the ~o~e appl~a~n number is in the pr~i~'es of }~.ZZI HO~S, 170~ HORTON LANE, $OUTHOI~, NY in the following location; ~ Basement ~ 1st Fl. ~ 2nd FZ G~/ATTXC /OUT Section Block was examined on JULY ~)7,2~ and found to be in compliance wHh the National Elec~cal Code. Lot FIXTURE3 RANGES COOKING DECKS OVENS DISH WASHERS EXHAUST FANS FIXTURE RECEPTACLES SWITCHES 26 ~1 ~0 26 DRYERS MOTORS TIME CLOCK~ UNIT HEATERS MULTI-OUTLET DIMMERS SYSTEMS NO, OF FEET SERVICE DISCONNECT S E R V I C OTHER APPARATUS: ~LL PUI,{P 5 TON AIR COlgDITIONER'-i }{OTORS: 1- 5 H.P. , 1--P H.P. PAN~LBOARDS: i- 1 CIR. 6~ SHOKE DE~CTOR: --6 ~ACK L!GHTING~-8 NO, O; CC COHO. PER · OF CC. COND, O; HI-LEG 2/O Continued on Page 2 >>> GENERAI~ MA,~AGER This ceffffica~e must not be altered in ohy manher; return to the office of the Board if incorrect, Inspectors may be identified by their credentials. THE NEW YORK BOARD OF FIRE U"DERWRITERS ~; ~. ~e~s~ eu.~^u o~ ;LECT;,O,TV , ~ 4o ~uL~o~ S~.~T, N~w vO~K, ~v ~0o3~ ~ O~e ~LY ~7,2~ Arpt~ation No on rite 2~94900/~ N 530134 THIS CERTIFIES THAT PE~I? ~0', 26~77-~ ~ only the electrical equipment as desc~bed be~m and tnt~duced by tile applicant named on the above ~plicaMon number is in the prem~es of }~AZZ3[ H0~$, 17~0 HORTON LANE, gOUT}tOLD, NY in the following location; [] Basement [] ts, Fl, ~] ~nd t~l. GAR/ATTIC/OU~ Ii Section Block was examined on JULY (~7 ,2~) and found to be in compliance with ~e National Electrical Code., / DRYERS I:URNACE MOTORS FUTURE APPLIANCE FEEDERS At?T. ~(.W. OIL , H,P. GAS H.P. AMT. nO. A. VI. O. RANGES MT. K.W. COOKING DECI~ ' OVENS DiSH WASHERS AMT, K,W. ,~ AMt. K,W. ,M1. l(.VI. 11ME CLOCI(S I S'ELL I UNI! HEATEES MU/TI.OU~LET , . T ' NS, . . S~STEMS S R V Lot NO. OF CC CONO. PER ~ OF CC. COND. EXHAUST FANS AMT. H,P, DIMMERS I C E HI-LITE ELECTRIC INC. LIC,;~3992~E 12 ].~ONROE STREEt' This cefllflcate must n~ be altered In any manner; return to the office of the Board If incorrect, inspectors may be Identified by their credentials. November 20, 1999 Town of Southold Building Department Re: Manzi Homes Horton Avenue Dear Sirs: Attached please find a revised cross section for the above referenced project persuant to your request. In addition, please note that the microlam header supporting these floor joists as indicated on the plans has been sized to handle the loads as specified in NYCRR Part 803. _~tEC TIO N ~ ZJS ENGINEERING SERVICES INC. 350 S. MILLIKEN, SUITE A ONTARIO, CALIFORNIA 91761 PHONE: (909) 974 4150 FAX: (909) 974 4153 STRUCTURAL CALCULATIONS CUSTOMER DATE JOB NUMBER : Tony & Debbie Abruzo <MD Enterprises> : 02-10-2000 : 11759-0 CONTENTS Shedrow w/ 14' Posted O.H. 1. Basic Loads 2. Check Sheeting 3. Check Purlin 4. Check Columns 5., Check Rafter 6. Check Fasteners 7. Check Connections 8. Check Foundation FIGURES APPENDIX 2.5/10./40./80 C Ag.) 26ga R & PBR, BHP-E) ( MAX. 4F-- , Conn. ) c Ro~d Piers ~ FEB 2 2 2000 Page Number : 2 Designed By: Z.J.S.ENGINEERING SERVICES INC. 350 S.Milliken,#A.ONTARIO,Ca91761 Janos Boros P.E. PHONE (909) 974-4150 Reference Tony & Debbie Ab~uzo <MD Enterprises> Description: 12' RCA Breezeway barn Job # 11759-0 Date 02-10-2000 DESIGN CRITERIA This buildinf was designed usin~ the criteria listed below. Capacity for loads greater than these or for load combinations other than shown below is specifically neither intended nor implied. 1.BASIC LOADS 1.1. Dead Load lb PDL= 2.5 ft.~ 1.2. Snow Load Governs Over Live Load Per Table No. 16-C Of UBC97 lb PSN= 40. ft.2 1.3. Wind Load Refer To Table No. 16-F,G,H Of UBC 1997 lb qs = 16.40 ft~ C = 1.06 e - 80 MPH - Exposure C From Table No. 16-G Of UBC 1997 ( Average Height Of The Building : 10 ft ) I = - Importance Factor As Allowed Per Sec. 1624. Of UBC 1997 For Agricultural Bldg. [3 > lb] PWL= i qs - I0 C I = 13.04 l_._~b ft2 e ft2 For Actual Cq Values See Thru-Out Calculations ! 1.4. Seismic Load Seismic Zone : 1 Does Not Govern By Inspection Page Number De~lgned By: 2.J.S.ENGINEERING SERVICES INC. Job # 11759-0 350 S.Milliken,~A.ONTARIO,Cag1761 Janos Boro$ P.E. PHONE (909) 974-4150 Date 02-10-2000 Reference Tony & Debbie Abruzo <MD Enterprises> Description: 12' RCA Breezeway barn 2. CHECK Roof DECKING w - Uniform Load M - Max. Moment MAX. S Required Section Modulus RQ. Double Equal Spans Condition A A A ........... -_ ..... Use., 26 GA Galv. ~,.', ' -' , ',,,: , .: Material S'teel R ~ PBR, BHP Or Equal. Steel , ASTM A446 Grade E, Fy = 80 ksi ? Ga~e Weight Panel Top In Compression Panel Bottom In Compression PDL I+ S+ Fb+ I_ S_ Fb_ PL lb in4 in3 in4 in3 -- -- -- ksi -- -- ksi ft2 ft ft ft ft 29 0.65 0.0343 0.0300 48.0 0.0266 0.0332 48.0 26 0.86 0.0457 0.0440 48.0 0.0391 0.0545 48.0 24 1.14 0.0701 0.0669 48.0 0.0416 0.0532 48.0 29. 103 ksi. 1.0 ft. 6 ft. -~ Modulus Of Elasticity Of Steel - 1 ft Wide Strap Being Checked Span Between Two Supports Page Number : 4 Designed By: Z.J.S.ENGINEERING MENVICES INC. 350 S.Milliken,$A.ON-fARIO,Ca91761 Janos Boros P.E. PHONE (909) 974-4150 Reference Tony & Debbie Abruzo <MD Enterprises> Description: 12' RCA Breezeway barn Job # 11759-0 Date 02-10-2000 2.1. For Dead Load + Snow Load lb. WDL+SN= ( PDL+ PSN ) b = 40.9 PL ft. Maximum Positive Moment : M = 0.07 w £ 2 = 0.93 kip-in. DL+SN DL+SN M DL+$N S - -- - 0.0194 in? < S+: 0.0440 in? OK Maximum Negative Moment : M = 0.125 w £ 2 = 1.67 kip-in. DL+SN DL+LL M S -- DL+$N -- 0.6347 in? < S = 0.0545 in.3 2.2. Dead Load + Wind Load OK C~ = 1.7 Refer To Table No. 16-H Of UBC 1997 lb. ( Cq PWL- PDL) b = 24.3 -- WDL+WL= PL ft. Maximum Positive Moment : M = 0.125 w f 2 = 1.31 kip-in. DL+WL DL+WL M S -- DL+WL -- 0.0205 in? < S = 0.0440 in? RO. i. 33 Fb+ + ind OK Maximum Negative Moment : M = 0.07 w g z = 0.73 kip-in, DL+WL DL+WL M S -- DL+WL -- 0.0115 in? < S = 0.0545 in? RQ. 1.33 Fb- ind OK Page Number : S Degigned Jano$ Boro$ P.E. Z.J.S.ENGINEERING SERVICES INC. 350 S.Milliken,$A.ONTARIO,Ca91761 PHONE (909) 974-4150 Reference Tony & Debbie Ab~uzo <MD Enterprises> Description: 12' RCA Breezeway barn Job # 11759-0 Date 02-10-2000 3. CHECK ROOF PURLINS Simple Span Condition w MAX. S Uniform Load Max. Moment Required Section Modulus E = 29. 103 ksi. Fy = 55. ksi. 3.1. For 6 ft T T I I , - Modulus Of Elasticity Of Steel - Yield Stress Spacing, 12 ft Long Use: [ 8 x 2-1/2 x 16 GA Or Equal Material : Steel , MSTM A446 3 S = 1.79 in b =6 ft ~ = 12 ft - Section Modulus Spacing Of The Purlin Span Between Two Supports 3.1.1. For Dead Load + Snow Load lb WDL+$L= ( PDL+ PSL ) b = 255.0 -- ft w R DL+SL -- 1.53 kips DL+SL 2 62 DL*SL - 55.08 kip-in MDL+SL: 8 -- DL+$L _ 1.67 in3 < S = 1.79 in3OK SRO. O. 6 Fy Page Number I De£igned By: I Z.J.S.ENGINEERING SERVICES INC. 350 S.Nilliken,¢A.ONTARIO,Cag1761 Janes Bores P.E. PHONE (909) 974-4150 Reference Tony & Debbie Abruzo <MD Enterprises> Description: 12'. RCA Breezeway barn Job # 11759-0 Date 02-10-2000 3.1.2. Dead Load + Wind Load Cq = 1.60 Refer To Table No. WDL+WL= ( Cq PWL- PDL) b = 110.1 I6-H Of UBC 1997 lb ft w DL+WL = = 0.66 kips RDL+WL DL+WL MDL+WL 8 -- 23.80 kip-in M DL+WL 1.33 0.6 Fy' Stress Increase Due To Wind Load 0.54 in3 < $ = 1.79 in3 OK Page Number : 7 Designed By: Z.J.S.ENGINEERING SERVICES INC. Job # 11759-0 350 S.Mtlliken,~A.ONTARIO,Cag1761 Jamos Boros P.E. PHONE (909) 974-4150 Date 02-10-2000 Reference Tony & Debbie Abruzo <MD Enterprises> Description: 12' RCA Breezeway barn CHECK COLUMN 4.1.Check Connector Columns Use: 2" x £" x 14 ga For The Make-Up OF The Columms See Plans, Detail 7, Sheet S-4 h = 8.75 Ft - Length Of The Column At Rear Wall c h = 11.75 Ft - Length Of The Column At Ridge Line B h = 8.0 Ft - Height Of The Wall w a = 2.0 Ft - Overhang Of The Roof b = 12.0 Ft - Bay Spacing Ridge = 11.75 Ft - Ridgeheight s = 12.0 Ft - Span Of The Frame - @ Stalls $ s = 12.0 Ft - Span Of The Frame - @ Walkway w k = 1.0 - See Manual Of S'f~iEL CONSTRUCTION Ninth Edition h h Figure 4.1. h Page Number : 8 Designed By: Z.J.S.ENGINEERING SERVICES INC. 380 S.Milliken,$A. ONTARIO,Ca91761 Janos Boros P.E. PHONE (909) 974-4150 Reference Tony & Debbie Abruzo <MD Enterprises> Description: 12' RCA Breezeway barn Job # 11759-0 Date 02-10-2000 4.1.1.For Dead Load + Snow Load P DL+SL PDL+SL ~[ Figure 4.2. PDL+SL = ( PDL+ PSL C PDL+SL = { PDL+ PSL B S ( s + a ) b = 4.08 kips 2 $ s + --) b = 6.12 kips ( '--~-- 2 Allowable Stress For Compression Calculation was done per Section 2217 And 2218 Of UBC 1997 by using COMMENTARY ON THE SPECIFICATION FOR THE DESIGN OF COLD-FORMED STEEL STRUCTURAL MEMBERS AUGUST 19, 1986 EDITION WITH DECEMBER 11, 1989 ADDENDUM AMERICAN IRON AND STEEL INSTITUTE 1133 15th STREET, NW WASHINGTON, DC 20005-2701 D = 2.0 In, [ Depth Of The Member ] Page Number : 9 Designed Ry: Z.J.S.ENGINEERING SERVICES INC. Job # 11759-0 350 S.Milliken,$A.ONTARIO,Ca91761 Janos Boros P.E. PHONE (909) 974-4150 Date 02-10-2000 Reference Tony & Debbie Abruzo <MD Enterprises> Description: 12' RCA Breezeway barn = 0.075 In. [ Wall Thickness ] = 1/8 In. [ Size Of Rounding ] = f ( Double symmetric section ) y 0.56 In.2 [ Cross Area ] = 0.34 In.4 [ Moment Of Inertia ] S = 0.34 In.3 [ Section Modulus ] I = 1.92 K = 1 Fy = 50. ksi. Fn Pa A EFF = 0.78 In. [ Radius Of Gyration [ Safety Factor ] ] Yield Stress ] Nominal Buckling Stress Allowable Concentrated Load For Compress.] Effective Area At The Stress Fn ] £ = h - h = 4.7 ft B W [ Unsupported Length - max. ] ~2 E Fe = r - 56.0 ksi Fy [ FY ] Else Fn = Fe If Fe > -~- then Fn = Fy 1 - 4 Fe Fn = 38.9 ksi Check Each Element If ~ ___1'052 w , t > 0.673 then section is not fully effective ! 0.22 = A - x w - w £1se A Then Use AEFF EFF =A A = 0.56 kip EFF Pn = A Fn = 21.1 kip EFF Page Number : 10 Designed By: M.J.S.ENGINEEiRING SERVICES INC. 350 S.Mllliken,~A. ONTARIO,Ca91761 Jano$ Boros P.E. PHONE (909) 974-4150 Reference Tony & Debbie Abruzo <MD Enterprises> Description: 12' RCA Breezeway barn Job # 11759-0 Date 02-10-2000 Pn = 6.12 kips OK Pa ~ 11.5 kip >> PDL+SL B 4.1.2. For Dead Load + Wind Load Find Allowable Stress For Bendinf Critical At Line C : Fb = 0.6 Fy = 30.0 ksi 4.1.2a Vertical Direction : Uplift P A Figure 4.3. Cq = 1.2 PcV Cq PWL PDL ( -- P~v Cq PWL PDL ( Refer To Table No. 16-H Of UBC 1997 S + a ) b = 1.26 kips 2 W + S 2 ~ ) b = 1.89 kips Page Number : 11 Designed Byt Janos Boros P.E. M.J.S.ENGINEERING gERVICES INC. 350 S.Milliken,~A.ONTARIO,Ca91761 PHONE (909) 974-4150 Job # 117S9-0 Date~02-10-2000 Reference Tony & Debbie Abruzo <MD Enterprises> Description: 12' RCA Breezeway barn 4.1.2b Transversal Direction Load Transfer From The Roof Panel To The Purlins : See Plans For Details : 6/s-5 Load Transfer From The Purlins To The Oolumr~s : See Plans For Details : l/s-5; 2/s-5; 3/s-5 Load Transfer From The Columns To The Shearwalls : See Plans For Details : 3/s-4; ?/s-4 Load Transfer From Shear Walls To Foundation : See Oalc's 7.3. And Plans For Details : 6/s-4; l/s-4 P Figure 4.4. Cq = 1.3 Refer To Table No. PT = Cq PWL Ridge b = 2.59 kips 16-H Of UBC 1997 P T Eave + Ridge 2 2 R = = 1.16 kips s $ Check Shearwalls : P 2T = 1.30 kips < 2.97 kips - See Shear Wall Test Summary In Appendix C Page Number : 12 Designed By: Jano$ Boros P.E. Z.J.S.ENGINEERING SERVICES INC. 350 S.Milliken,~A.ONTARIO,Ca91761 PHONE (909) 974-4150 Job # 11759-0 Date 02-10-2000 Reference Tony & Debbie Abruzo <MD Enterprises> Description: 12' RCA B~eezeway barn 4.1.2c Longitudinal Direction / ) ~ p T ) 2 SIDE WALL Figure 4. Check Columns For ~ending : Cq = 1.3 Refer To Table No. 16-H Of UBC 1997 Ridge + Eave ] = C PWL 2 h s PT q w s = 0.56 kips - Total Load From Gable End M DL+WL 3 C P T (h -h ) 2 C w = 0.84 kip-in. - (3) Columns Are Transferrir~ he Load To The Shear Wall M DL+WL fb - c - 3.11 ksi < 1.33 Fb = 33. ksi S Page Number : 13 Designed Janos Boros ?.E. Z.J.S.ENGINEI~ING SERVICES INC. 350 S.Milliken,~A.ONTARIO,Ca91761 PHONE (909) 974-4150 Reference Tony & Debbie Abruzo <MD Enterprises> Description: 12' RCA Breezeway barn Job # 11759-0 Date 02-10-2000 4.2.Check Support Columns In The Walkway Use: 2" x 2" x 14 GA. Square Tube ( Or 2" x 3" x I4 GA ) 12.0 ft 12.0 ft 2.0 ft h = 8.75 ft A - Bay Spacing - Span Of The Frame - @ Walkway - Overhang Of The Roof - Unsupported Length - max, Find Allowable Strength For Compression For : 2.00" x 2.00" x 0.075" Square Tube Fy = 50.00 ksi - Minimum Yield Stress A = 0.57 in - Area I = 0.35 in - Moment Of Inertia ¥"~7,:~ '~'.~ '"'vS = O. 35 in - Section Modulus ~ ',..-~, --: r = 0.78 in - Radius Of Gyration :77":.7 ~7.~".'.Refer To Section 2217 And 2218 Of UBC 1997 : ...... ,,' ................ k t = 8.75 ft ~ -- = 134.14 < 200 O~ Fe - ~a E - 16.18 ksi (_~)2 If Fe > ~ then Fn = Fy 1 ~ Fe Else Fn = Fe ) Fn = 16.18 ksi Check Each Element : If k = 1.052 w f f t ~ > 0.673 then section is not fully effective ! 1 Then Use AEFF : A - Xi [ w - w Pn = A Fn = 9.20 kip > Pa - EFF O. 22 k ] Else A = A ) A = 0.57 in2 EFF EFF Pn - 4.79 kip = Allowable Compressive Strength 4.2.1.For Dead Load + Snow Load S PDL+SL = ( PDL+ PSL ) ( W2 + a ) b = 4.08 kips < Pa = 4.79 kips OK, See Above Page Number : 14 Designed By: Z.J.S.ENGINEERING SERVICES INC. 350 S.Milliken,$A.ONTARIO,Ca91761 Janos Boros P.E. PHONE (909) 974-4150 Reference Tony & Debbie Abruzo <MD Enterprises> Description: 12' RCA Breezeway barn Job # 11759-0 Date 02-10-2000 4.2.2. For Dead Load + Wind Load C~ = 1.2 Refer To Table No. 16-H Of UBG 1997 S W Pv= ( Cq PWL- PDL ) ( --~-- + a ) b = 1.26 kips P ¥ A = 0.57 in2 > = 0.02 in2 OK 0.6 Fy 1.33 5. CHECK TRUSS/RAFTER 5.1. ~12 ft. Spacing Use (3) 2" x 3" x 14 GA. Tubes In The Walkway E = 29. 103 ksi. Fy = 55.00 ksi. A = 0.91 in. b = 6.0 ft. g = 12.0 ft. ~ = 12.0 ft. P S MAX. - Modulus Of Elasticity Of Steel - Minimum Yield Stress - Cross Sectional Area - Moment Of Inertia Of The 2x3xl4 Ga. - Spacing Of The Purlin Conn. To Rafter Span Between Two Supports Length Of The Purlin - Section Modulus Of The Rafter - Uniform Load - End Beam Reaction - Required Section Modulus Max. Moment ITOT.= 2 [ 1.27 + 3.02 ( 0.91 ) ] + 1.27 = 20-19 in-4 6.63 3 S -- = 4.48 in 4.5 sP A A RI' Page Number : 15 Designed By: Janos Boros P.E. Z.J.S.ENGINEERING SERVICES INC. 350 S.Milliken,¢A.ONTARIO,Ca91761 PHONE (909) 974-4150 Job # 11759-0 Date 02-10-2000 Reference Tony & Debbie Abruzo <MD Enterprises> Description: 12' RCA Breezeway barn 5.1.1. For Dead Load + Snow Load PDL+SL= ( PDL+ PSL P . DL+SL RDL+SL= 2 P g DL+SL MDL+SL= 4 bg P = 3.09 kips 1.54 kips 111.4 klp-in. M DL+SL 0.6 Fy = 3.3 in.3 3 < S = 4.48 in. 5,1.2. Dead Lead + Wind Load Cq = 1.7 Refer To Table No. 16-H Of UBC 1997 Pi)L+WL= ( Cq Pw~- PD£ ) b % = 1.81 kips P DL+WL 0.90 kips RDL+WL 2 P DL+WL MDL+WL= 4 - 65.1 kip-in. M DL+WL 1.48 in.3 < S -- 4.48 in.3 1.33 ( 0.6 Fy ) '~- Stress Increase Due To ~/ind Load Page Humber ; 16 De£ifned By: Z.J.S.ENGIN~k~ING SERVICES INC. 350 $.Milliken,~A.OHTARIO,Cag1761 Jano$ Boro$ P.E. PHONE (909) 974-4150 Re£erence Tony & Debbie Abruzo <MD Enterprises> Description: 12' RCA Breezeway barn Job # 11759-0 Date 02-10-2000 6. CHECK FASTENERS Allowable Loads (lb) For Screws Per ICBO ER-5202 STEEL 1/4 - 14 ~12 ~10 ~8 ~6 THICKNESS SCREW SCREW SCREW SCREW SCREW in. PULL PULL PULL PULL PULL (GAUGE) SHEAR OUT SHEAR OUT SHE;dR OUT SHEAR OUT SHEAR OUT .1046 (1Z) llOg 591 884 497 660 575 534 363 436 320 .0747 (14) 920 386 829 379 624 337 533 352 452 220 .0598 (I6) 689 219 622 294 629 230 458 302 423 231 .0478 (18) 351 137 326 141 ~344% 155 330 143 251 138 .0359 {20) 242 120 232 123 225 83 222 93 168 81 20 ga, 18 ga - ASTM A 653 Grade 33 S.Q. with a minimum of 33,000 psi yield strenfth. ~'~ ='- 16 ga, 14 ga, 12 ga - MYTH A 653 Grade 50 S.Q. with a minimum of 50,000 ps~ yield strength. 7. CHECK CONNECTIONS 7.1. Purlin To Truss 7.1.1. 12' Long Purlin To Truss Use : (3) #12 "TEKS "Screws V ALLOW TEKS RDL+SN= ~.S3 kips - See 3.1.1. RDL,WL= 0.66 kips - See 3.1.2. RDL+SN- 1.53 kips < 3 VAntOw RDL+WL- 0.66 kips < 1.33 ( 3 VALLOw = 622 lb - For 16 GA. To 16 GA. See Above Page Number : 17 Designed Janos Boros P.E. Z.J.S.ENGINEERING SERVICES INC. 350 S.Milliken,~A.ONTARIO,Ca91761 PHONE (909) 974-4150 Reference Tony & Debbie Abruzo <MDEnterprises> Description: 12' RCA Breezeway bar'n Job # 11759-0 Date 02-10-2000 7.3. Column To Foundation ( For Notation See 4.Check Columns ) Lb ~DWALL = 4. 5 Ft2 b = 12.25 Ft h = 8.0 Ft n = 1 [ Spec. Weight Of Wallpanel [ B~y Spacing [ Height Of The Wall [ Number Of Wallpanel 2'1/2 ] ] ] 7.3.1. @ Line C Attach Column To Footing With : (2) 1/2" Diameter Bolt x 3-1/2" Embedment ( KWIK BOLT-II, CARBON STEEL HILTI, INC. ICBO No.4627 ) Or Equivalent P = (2) 1.33 P '= 2.33 kip T 1/2 V = (2) 1.33 V = 4.90 kip T 1/2 Refer To ICBO Report Refer To ICBO Report P =P S V C Due To Overtur. See 4.1.2b R - n b hw PWALL = 1.97 kips See 4.1.2a P Vs 2 - 1.30 ki'p - 2 Columns At Each Line , See 4.1.2b 5 5 Ps Vs [wi = 0.88 < 1.0 7.3.2. @ Line B Attach Column To Footing ~;ith : (3) 1/2" Diameter Bolt x 3-1/2" Embedment ( KWIK BOLT-II, CARBON STEEL HILTI, INC. ICBO No.4627 ) Or Equivalent P = (3) 1.33 P = 3.49 kip Refer To ICBO Report Page Number : 18 Designed By: Janos Boro~ P.E. Z.J.S.ENGINEERING SERVICES INC. 350 S.Milliken,$A.ONTARIO, Ca91761 PHONE (909) 974-4150 Job # 11759-0 Date 02-10-2000 Reference Tony & Debbie Abruzo <MD Enterprises> Description: 12' RCA Breezeway barn VT (3) 1.33 V1/2 7.32 kip Refer To IGBO Report P =P B Due To Overtur. See 4.1.2b + R - n b hw PWALL = 2.60 kips ~x See 4.1.2a P Vs 2 1.30 kip - 2 Columns At Each Line , See 4.1.2b s 5 Ps Vs = 0.65 < 1.0 7.3.3. @ Walkway Attach Column To Footin~ With : P = 875 Lb 1/2 (2) 1/2" Diameter Bolt x 3-1/2" Embedment ( KWIK BOLT-II, CARBON STEEL HILTI, INC. ICI~O No.4627 ) Or Equivalent PDL+WL= 1.26 kips < 1.33 (2) P1/2 = 2327 Lb A Page Nuraber : 19 DesiEned By: Janos Boros P.E. M.J.S.ENGINEERING SERVICEg INC. 350 S.Milliken,~A.ONTARIO,Ca91761 PHONE (909) 974-4150 Job # 11759-0 Date 02-10-2000 Reference Tony & Debbie Abruzo <MD Enterprises> Description: 12' RCA Breezeway barn 7.3.4. Base Plate Design Use 3" x I/4" x 6" Long T Pv Welding 1- Figure 7.1. a / 1/2" Dia. h ] Figure 7.2. Bolt d 0.5 in. t = 0.125 in, w tp 0.25 in. a = 3,0 in. b 6.0 in. ~ = 1.0 in. - S M M ALLOW Bolt Size Thickness Of The Welding Thickness Of The Plate Width Of The Plate Length Of The Plate Distance Between Col. & Cent. Of Bolt Section Modulus Moment a t2 P - 0.03125 in3 6 = 0.6 Fy S = 0.9375 kip-in, M = 2 ALLOW = 3.0 kips d £ -t w 2 p > P = 1.26 kips DL+WL ALLOW A Page Number : 20 Designed By: Z.J.S.ENGINEERING SERVICES INC. 350 $.Milliken,~A.ONTARIO,Ca91761 Janos Boros P.E, PHONE (909) 974-4150 Job ~ 11759-0 Date 02-10-2000 Reference Tony & Debbie Abruzo <MD Enterprises> Description: 12' RCA Breezeway barn Check For Welding Use 1/8" Melding 2" Long Lb 70 000 -- inch2 2 Inch 0.125 Inch [ Yield Stress For Welding ] [ Length Of The Welding ] [ Size Of The Welding ] 0.3F Y 2 b ~ = 3710 Lb > P = 1.26 kips DL+WL A 8. CHECK FOUNDATION Lb = 150. Ft3 Lb ~os = 1500. -- Ft2 Lb ~nL = 100. -- Ft2 Lb -nF = 130. -- Ft2 Lb ~DWALL = 4.5 Ft2 b = 12.25 Ft h = ~.0 Ft W n = 1 - Specific Weight Of Concrete - Min. Soil Pressure [ At 1'-0" Depth ] - Min. Lateral Bearing Pressure - Min. Lateral Sliding Resistance [ Spec. Weight Of Wallpanel ] [ Bay Spacing ] [ Height Of The Wall ] [ Number Of Wallpanel 2'1/2 ] 8.1 ~ Type 1 Use : 1 Ft. - 9 In. Dia. x 3 Ft. - 0 In. Deep Concrete Footing D = 3.00 Ft r = 0.88 Ft A = r2 1~ = 2.41 Ft.2 [ Depth Of The Footing [ Radius Of The Footing [ Area Of The Bottom Of The Footing ] Page Number : 21 Designed By: Z.J.S.ENGINEERING SERVICES INC. 350 S.Milliken,~A.ONTARIO,Ca91761 Janos Boro$ P.E. FHONE (909) 974-4150 Reference Tony & Debbie Abruzo <}41) F-nterprises> Description: 12' RCA Breezeway barn Job # 11759-0 Date 02-10-2000 8.1.1. Vertical Down PYERT. 4.08 kips DOWN P 1.40 PS = 2100 Lb > DOWN 1696 Lb OK Ft~ A Ft~ 8.1.2. Vertical Up P VERT. up PWEIGTH TM FOOTING P FRICT. ~ Safety = 2 = (+) (Z r ~) ) Due To Overtur. See 4.1.2b + R - n b h = 1.97 kips Pv w PWALL C ~,, See 4.1.2a A · D ~'c Stress Increase Due ~ To Wind Or Seismic 1.33 Ps D 6 Refer To Section 1807.10 Of UBC 1997. P TOTAL RESISTING Safety = ? TOTAL RESISTING P VERT. uP = 1.94 OK = 1. OS kips 2.75 kips 3.83 kips 8.2 a Type 2 Use : D = 3.00 Ft r = 1.00 Ft A = r2 ~ = 3.14 Ft,2 2 Ft. - 0 In. Dia. x 3 Ft. - 0 In. Deep Concrete Footing [ Depth Of The Footing ] [ Radius Of 7"ne Footing [ Area Of The Bottom Of The Footing ] Page Number : 22 DesffnedBy: Z.J.S.ENGINEERING SERVICES INC. 350 S.Milllken,#A.ONTARIO,Ca91761 Janos Boros P.E. PHONE (909) 974-4150 Reference Tony & Bobble Abruzo <MD Enterprises> Description: 12' RCA Breezeway barn Job # 117S9-0 Date 02-10-2000 8.2.1. Vertical Down PVERT.= 6.12 kips DOWN P VKRT. 1.40 Ps = 2100 L___~_b > DOWN -- 1948 Lb OK Ft~ A Ft2 8.2.2. Vertical Up P YERT. UP PWEIGTH = FOOTING P FRICT. Due To Overtur. See 4.1.2b Pv + R - n b hw PWALL = 2.60 kips S ~,, See 4.1.2a A D ~c Safety = 2 .~ Stress Increase Due To Wind Or Seismic 1 · 33 PS = ( ) (2r~) 6 D Refer To Section 1807.10 Of USC 1997. 1.41 kips = 3.14 kips p = 4.56 kips TOTM. RESIS-rlNG PTOTAL Safety - pRESISTING -- 1.75 OK VERT. UP 8.3 ~ Type 3 Use : I Ft. - 9 In. Dia. x 3 Ft. - 0 In. Deep Concrete Footing D = 3. O0 Ft r = 0.88 Ft A = r2 ~ = 2.41 Ft.z [ Depth Of The Footing ] [ Radius Of The Footing [ Area Of The Bottom Of The Footing ] Designed By: Janos Boros P.E. Z.J.S.ENGINEERING SEll, ICES INC. 350 S.Milliken,~A.ONTARIO,Ca91761 PHONE (909) 974-4150 Page Number : 23 Job # Date 02-10-2000 Reference Tony & Debbie Ab~uzo <MD Enterprises> Description: 12' RCA Breezeway barn 8.3.1. Vertical Down PVERT. = 4,08 kips DOWN P VERT. 1.40 Ps = 2100 L~b > DOWN -- 1696 L___~_b OK Ft2 A Ft2 8.3.2. Vertical Up P = P = 1.26 kips VERT~ DL+WL UP A P~EIGTH. = n D · FOOTING = (+) (2 r ~) ofReferuBc To1997.Section 1807. I0 Stress Increase Due ~ To Wind Or Seismic 1.33 Ps D 6 P TOTAL P~5ISTING Safety = P TOTAL RESISTING P VERT. UP - 3.04 OK = I. 08 kips 2.75 klps 3.83 kips J~nos Boros P.£. Page Number : 24 Z.J.S.ENGINEERING SERVICES INC. 350 S.Milliken,#A.ONTARIO,Ca91761 PHONE (909) 974-4150 Job # 11759-0 Date 02-10-2000 Reference Tony & Debbie Abruzo <MD Enterprises> Description: 12' RCA Breezeway barn [ns'pection APPENDIX C Concepts REPORT IC-1124-9! LAB NO. 9153-~1 EVALUATION OF THE BARNMASTER, INC. STRUCTURAL PANELS FOR TRANSVERSE UNIFORM LOAD AND RACKING SHE;~R, PREPARED FOR BARNMASTER, INC. 559 Floyd Smith Dr. El Cajon, CA 92020 BY INSPECTION CONCEPTS 14108 ORANGE AYE PARAMOUNT, CA 90??,3 REPORT PREPARED AND SUBMITTED BY: ISSUED: MARCH, 1~91, Page Number : 25 Designed By: Z.J.S.ENGINEERING SERVICES INC. Job # 11759-B 350 $,Milliken,#A.0NTARIO, Ca91761 Jano$ Boros P.E. PHONE (909) 974-4150 Date 02-10-2000 Reference Tony & Debbie Abruzo <MD Enterprises> Description: 12' RCA Breezeway barn APPENDIX C /pection Concepts IC-1124-91 '' Page 14 XI. CONCLUSION A, Racking Shear Test: Barnmaster, lnc's Types A shear. Smce there were during the test program, The results of this test program indicate that a,~d B panel system can be used to resist racking several modification o1' the panel anchoring system the following is recommended: 1. The ultimate loads for the garnmaster panel system using the original anchor system, 3/8-1ach diameter with lt2-inch s~eeve × 4-1/2-inch long with an embedment of 4 inches, are 5600 pounds for both Type A ~ad Type B panel, system. ..- 2. The ultimate loads fo~ the Barnmaster panel system using 5;Sqnch diameter x 4-3t4 inch long Kwik Il bolt . conforming to ICBO ES Report No, 4627, and embedded a minimum of 4 inches are 6600 pounds for both the Type A and Type B panel system. 3. The ultimate loads for the Baromaster panel system using 5/8-inch diameter x 4-3/4 inch long Kwik Il bolt , conforming to ICBO ES Report No, 4627, embedded a minimum of 4 inches and using four (4) I/2-inch diameter bolts (instead of 3) to connect the connection, column to the end stud of the panel or spot weld the connecting columns at 3 places are 7195 pounds for both the Type A and 8475 pounds for the Type B panel system. 4, The average load at a deflection of l/2-1nch are 2975 pounds for the Type A panels system and 3600 pounds for the Type B panel system. Since no vertical holddowos were used, the D'2-lnc~ deflection limit appear to be reasonable, The ICBO ES Acceptance Criteria for Sandwich PaneIs allo'.vs l/2- inch movement when panel xystem is anchored as required in the field, B, Transverse Load Test: The ~.verage ultimate load for transverse load loc the Barnmaster, Inc,'s panel system are: Type A Average .Ultimate Load = 196 psf (pounds per square foot) Load at l/2-inch deflection . 27 psf Type B: Average Ultimate Load ~ 296 psf (pounds per square foot) Load at l/2-i~ch deflection ~ 70 pal ~IEFFREY T. BUTLER~ ~_,1"'1 ~:]VERHILL ED,. BHDREHAM~ NEW YORK April 3, 2000 Town of Southold Building Department Re: Manzi Homes Horton Avenue Application, Permit #26177Z Dear Sirs: Please note the following concerning this application: · The above structure was reviewed in light o£the substitution of POWERBEAM headers for MicroLams and fotmd to comply with the NYCRR pertaining to loads for the same depth and width beam. · There is to be ½" subfloor under areas with oak flooring · The double 2x8 header supporting the gable in the dining room is found to comply with the NYCRR pertaining to loads · I have instructed the contractor to drill ~" holes in each bay and the support header in the true reverse to achieve continuous air floor from the soffit. Vented apron flashing is to be installed at the roof side wall intersection above. Please call if you should have any additional concerns about this application. ,~' Sincerely, ~~Utler, P.E. JEFFREY T. BUTLER~, P.E. 2II I'"IVERHILL RD. -~tHQREHAM~ NEW YI:3RK 1 "1 '7B6 April 6, 2000 Town of Southold Building Department Re: Manzi Homes Horton Avenue Application, Permit #26177Z Dear Sirs: Please note the following concerning this application: · I have reviewed the framing modification under the bathroom wall on the second floor and found that a singlejoist with bridging on both sides every 24" is a satisfactory substitute for a double floor joist for this span. Please call if you should have any additional concerns about this application. ~Sincerely, r, P.E. 765-1802 BUILDING DEPT. INSPECTION [ ] FO/UNDATION 1ST [ [ ~J' FOUNDATION 2ND [ ] ROUGH PLBG. ] INSULATION [ ] FRAMING [ ]FINAL [ ] FIREPlACE&CHIMNEY DATE INSPECTOR July 19, 2000 Town of Southold Building Department Main Road Southold, New York 11971 Re: BP26177Z Gentlemen: This is to inform you that the undersigned will be responsible for raking and seeding the landscape. ~e undersigned will also put in the walkway from the driveway to the proch. The undersigned will maintain equal risers on all exterior steps. Thank you for your attention to this matter. Sincerely, Debra V. Abruzzo /dva Sent By: ZJS Engtneeeing 8evvloea~ [no,; god 974 4153; Mar-20-O0 ~:20PM; Page 1/4 ZJS En ineerin Services Inc. 350 S. Milliken Ave., Suite A, Ontario, California 91761 (909) 974-4150 Fax (909) 974-4153 M~ch 20, 2000 Cheryl Spangler Banm~aster, Inc. P,O. Box 880 Lakeside, CA 92040 Re: Shedrow for Tony & Deha Abrazzo, Southold, N.Y. ZJS Job # ! 1759-00 Dear Ma, Spang!er: IF the soil pressure at the above referenced location is @ 4000 PSF it is acceptable lbr the piers to be 18" diaaneter x 3'4)" deep. If them are any additional questions or we ea~ be of further asa[stance, please contact the writer. Sincerely, Ronald T. Wharton for ZJS Engineering Services, Inc, 765-1802 BUILDING DEPT. I ON ] FOU/~ 1ST [ ] ROUGHPLBG. ] ~)~]NI~ 2ND [ ]INSULATION FRAMII / [ ]FINAL FIREPLACE ~& ~IMNEY / / /~ DATE INSPECT BUILDING DEPT. INSPECTION [ ] F?/UNDATION 1ST /~ [~] ROUGH PLBG. [ · ~FOUNDATION 2ND [ ] INSULATION ~ [MI FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY DATE ~ ~ ~ ~__~~INSPECTO~*~~'~ 765-1802 BUILDING DEPT. INSPECTI?N [ ] FOUNDATION 1ST [ ~ ROUGH PLBG. [ ] FOUNDATION2ND [ ]INSULATION [ ~/'FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY ,' DATE .~//~ INSPECTOR 765-1802 BUILDING DEPT. [/__/] FOUNDATION 1ST [ ] PLBG. [ ] INSULATION [ ] FINAL [ ] FOUNDATION 2ND [ ] FRAMING [ ] FIREPLACE & CHIMNEY DATE I 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1ST [ ] R~U/GH PLBG. [ ] FOUNDATION 2ND [ ]~SULATION [ ] FRAMING [ ] FINAL [ ] FIREPLA~CHIMNEY DATE INSPE 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGHPLBG. [ ] FOUNDATION2ND [ ] I~ATION [ ] FRAMING ///~ [~/FINAL [ ] FIREPLA~~N~E_Y ~/~/~ ~ .mA.KS, ~/-~-~-~ ~ /~/× /~ /~ . ~/ DATE /~/~ // 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1ST [ ] FOUNDATION 2ND [ ] FRAMING [ ] ROUGH PLBG. [ [/~ FINAL [ ] FIREPLACE & cHIMNEY ~'DATE ' ~;~/oa INSPECTOR 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1ST [ ] FOUNDATION 2ND [ ] FRAMING [ ] FIREPLACE & CHIMNEY REMARKS: ROUGH PLBG. ~INSULATION FINAL DATE ~//~/~ I N,P£CTOR ~/Y~ .D [NSPECT][0~ REPORT ~IDATION ( 2ND ) GH FRAME & PLUMBING IILATION PER N. Y- STATE ENERGY CODE DATE Ii Il II COMMENTS .dP_ FINAL COMMENTS: Disapproved ale .................................. · FORM HO, TOWN OF SOUTtlOLD BUILDIHG DEPARTMENT TOWN 'HALL SOUTHOLD, II.Y. TEL: 765-1802 BOARD OF HEALTH ............... 3 SETS OF PLANS ............... SURVEY ........................ CHECK ......................... SEm'IC ~0~ ................... CALL MAIL TO: .................... APPLICATION FOR BUILDING PERMIT INSTRUCTIONS a. 'Ibis aFplication mast be canpletely filled in by typewriter or in ink and sul~itted to the Building Inspector wit 3 sq, ts of plans, accurate plot plan to acale. Fee according to m:hedule. b. Plot plan mhowing location of lot and of buildings on premises, relationship to adjoining premises or pablic atlieeta or areas, and giving a detailed de.qcription of layout of property nttst be drawn on the diagran which is part of t[fis application. c. 'llm work cared by this application may not be cc~t~nced before issuance of Bwilding Permit. d. UI~q approval of this application, the Building Inspector will issue a Building Pemnit to the applicant. Such permit shall be kept /m the premises available for inspection thmughant the work. e. Ilo building droll be occupied or u~d in ~hole or in part for any lXWOose whatever until a Certificate of Oc&pancy shall h~e been granted by the Building Inspector. A?FLIC/O'ICI~ IS ~ ~ to rbe Building Hepartn~nt for the issuance of a Building Permit pursuant to the ltuilding Zone Ordinance of the Tc~m df 8outhold, Suffolk Count'y, ~ York, and other applicable La~s, Ordinaacee or Regulations, for the construction of buildings, additions or alterations, or for rera~al or danolition, as herein described. The applicant ngreea to ccmply with all applicable 1awe, ordinances, building code, housing code, and regulations, and to adadt authorized inspectors on premlses and in~sary i.n~ (si tore a i;2 &J ee- -/2i;i' .-?. ?. . ~ . . . .~. 2 .4 4. . ~ ./z.. . .~. ~. /.~. . f ).. .F. . . . .~. : 7:. / /. ~ (Maillng address of applicant) State whether applicant is cygnet, lessee, agent, architect, engineer, general cor~tractor, electrician, pluaber or builder Nm~ of cromer of pr~ses ............................ ~ .......... ~ ......... / ................................... (ns m r~ r~ roll or latest d~) If aD)licit is a ~ration, Bi~e of ~ly ~t[~ri~ officer. title of corparate officer) Builders License NO ............................. Plt~'mers License }Io .......................... Blectricians License No ...................... Other Trade's License No .................... c/.TZ.-Z..o.. 1. Location of lard on ~hich proposed work will he done ............................................................. Honse Nun/~r Street IIaalet c~m~ao. ,mo s~ion ..... .&.,.~.. .... mo~ ...... l ......... ~t .... :.L.~. ..... Subdivision . .~ ............. Filed gap Ilo ................ l~>t . ........------'-7. ..... 2. State existing use and occupancy of premiaes and intended uae and a. Existi use and (/ ~_~.~l.&.-~l ng occupancy ............... Z~( ..................... ;~.~.t~g.,l.~a~{, ,1;,..~ ............ ~amre o~ ~ork (d~k Mdd~ applicable): llepalr ............ llaroval N~ L~filding .,...~.... Mdition .......... Alteratipn .......... Demolition ............ Other 9ork .......................... i !Description) i (to be paid on filing this application) If duelling, nuN~er of d~lllng onits .......... ~lu:nber o[ d~elling tmlt~ on each ~r ...... ~ ......... If garage~ mi~r of ~r8 .............. ~ ..................... If I~i~sa~ ~rcial or ~M <~, a~ci~ ~ture ~ ~tent of each ~ of u~;, .... '~ ' ' '. Db~nsi~s of ~[ating attires, if any~ ~t ................ ~ar ............... ~pth ................. t~i~t ......................... ~r ~f Stories ...................... Di~nai~ of ~ stature ~th " ' ' ~ont ~ar ............... ~pCh .................... ~i~t ....... .,. ............ ~m~r of Stories ............... ~.,i,,~,~ o~ ~ ~ ~: ~ .... ~.~.- ..... ~ ..... ..... ~pth ....*.~. ..... .......... ~r Of Stories ..................... ,.si~ o~ ~o,: ~, ....... ~& ...... ~ ..... ~-.- ...... ~,,h .... .~.~ ......... O. ~ee of ~rdm~ ..................... ~ of Four ~r ........................................ .' ~ ~. II. ~ or u~ di~trtet in ¢fid~ pr~[~ ' ' .-. gm 8~t~ ................................................. }2. ~S pro~ ~er~[i~ violac~ any ~i~ 1~. o~i~<e or re,latin: ....... ~. win ~ot ~ ~ ....... ~ ~4'-- ~i't~ ~a ~m ~ r~ ~m ~i~: {4, ~s of ~r of ~s ~9~¢.~.})~9~9.. ~ress .~7.~.~.a.R~. 15. Is this p~r~ ~thin ~ f~t of a fill mtlmd? * ~ .......... ~ .......... PLOT DIAGRAH l~ate clearly ~ disti~tly all ~i~dings, ~mHmr ~isti~ or pro~, a~ i~i~te all ~t-~ d~nsions ~ p~r~ liras. ¢iw at~t a~ bl~r or ~scrlpti~ ~co~ing to ~, A~mr interior or co~r lot. and.~, i~licl that dm work will be per£om~ed ia the/~mm~er set forth in the appl. icmtion filed tbemwi~. .gaurn Lo before me this ua of i zltvidua'l s~gmug-- contract) ................... .. ............................................... . . (~trac~or, agent, con.rate officer, etc.) of mid ~r or ~ra, m~ is duly ~lthoci~ ~o ~rf~ or h~ ~rfo~ the ~id ~ m~ to ~ a~ file this a~l.{catlon; ~lat all atat~nts c~ta~ in ~is a~llcatlon are em~ to the best of his k~l~ ~ -71° ~-I ' ~-o" JAN Z 5 1. Elevations ~e ~ ~s~ed da~ 2. There is elec~c h ~e s~eet. Suffolk County Health Services'Reference No. R10-99-0164 Town of Southold Building permit No. 26177 Z Revised Title Block 10/12/1999 Concrete Foundation Location: January 20, 2000 0 2 ¥ Map of Described Property Situated at South01d i Town of Southold, Suffolk Co. New York District 1000 Section 63 Block 1 Lot 13 ANTHONY ABRUT~,O R.L.S, REGISTERED LAND SURVEYOR 775 Mill Creek Drive Southold, New York 11971 (516)-765-6242 SURVEYED: JuN 20, 1.999 k ,/ 1 ! l b/ 1. Elevations are in assumed datum. 2. There is electric in the street. gEE ~O.F<lo-qq Map of Described Property Situated at Southold Town of Southold, Suffolk Co. New York District 1000 Section 63 Block 1 Lot 13 ANTHONY ABRUZZO R.L.S. REGISTERED LAND SURVEYOR 10 KREAMER STREET BELLPORT, NEW YORK l 1 ? 13 (516)-286-5383 SURVEYED: July 20, 1999 L U 1. Elevations are in assumed datum. 2. There is electric in the street. Suffolk County Health Services Reference No. RI0-99-0164 Town of Southold Building permit No. 26177 Z Concrete Foundation Location: J ~anuary 20, 2000 0 O' Map of Described ~pe~ ~' S~mated at So~ld~~ ~ To~ of Sou~old, Suffo~ Co. New York Dis~ct 1000 Section 63 Block 1 Lot 13 ANTHONY ABRUTJ. O R.LS. REGISTERED LAND SURVEYOR 775 Mill Creek Drive Southold, New York 11971 (516)-7654242 SURVEYED: J~ly 20, 1999