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HomeMy WebLinkAbout48831-Z �SUFFOt� �o coGy Town of Southold 10/7/2024 o P.O.Box 1179 W x 53095 Main Rd j a Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 45637 Date: 10/7/2024 THIS CERTIFIES that the building ACCESSORY GARAGE Location of Property: 210 Arshamomaque Ave, Southold SCTM#: 473889 Sec/Block/Lot: 66.-2-50 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 11/4/2022 pursuant to which Building Permit No. 48831 dated 2/l/2023 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: accessory garage with half bath and wood stoop as applied for. The certificate is issued to Speonk Land Dev LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R-21-2361 9/6/2024 ELECTRICAL CERTIFICATE NO. 48831 7/31/2024 PLUMBERS CERTIFICATION DATED 5/22/2024 17 mmothy Taub Au or S nature �o�Su�Fot�,cD TOWN OF SOUTHOLD BUILDING DEPARTMENT y z: TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 48831 Date: 2/1/2023 Permission is hereby granted to: Divello-Haase, Diana 305 Tuthill Rd Ext Southold, NY 11971 To: construct accessory garage as applied for per SCHD approval. At premises located at: 210 Arshamomague Ave, Southold SCTM #473889 Sec/Block/Lot# 66.-2-50 Pursuant to application dated 11/4/2022 and approved by the Building Inspector. To expire on 812/2024. Fees: ACCESSORY $343.20 CO-ACCESSORY BUILDING $50.00 Total: $393.20 Builds g nspector pF SOUTyoI Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 �Q sean.devlina-town.southold.ny.us Southold,NY 11971-0959 COUN N,N BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Diana Divello - Haase Address: 210 Arshamomaque Ave city:Southold St: NY zip: 11971 Building Permit#: 48831 section: 66 Block: 2 Lot: 50 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: Puccio Electric License No: 4806ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Commerical Outdoor X 1 st Floor Pool New X Renovation 2nd Floor Hot Tub Addition Survey X Attic Garage X INVENTORY Service 1 ph Heat Duplec Recpt 3 Ceiling Fixtures 2 Bath Exhaust Fan Service 3 ph Hot Water 30A GFCI Recpt Wall Fixtures 5 Smoke Detectors Main Panel A/C Condenser Single Recpt 1 Recessed Fixtures 2 CO Detectors Sub Panel 100A A/C Blower Range Recpt Ceiling Fan Combo Smoke/CO Transfer Switch UC Lights Dryer Recpt Emergency Strobe Heat Detectors 1 Disconnect Switches 3 4'LED Exit Fixtures 11 Sump Pump Other Equipment: 100A Sub Panel 20 Circuit/ 8 Used , Car Charger Outlet, HW, (3)12OCombo Breaker (1)115ARC Fault Breaker Notes: Acc. Garage Inspector Signature: Date: July 31, 2024 N � S. Devlin-Cert Electrical Compliance Form 411 S�fFot,��o� Town Hall Annex hp Tele -oneI 6 IN 7*1802, 54375 Main Road P.O.Box 1179 Southold,NY 11971-0959 1 3 2024 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: Building Permit No. Owner: (Please print) Plumber: 1Mn+kLj=qLj0 :�ru aokwrop-s (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plumbers Signature) Sworn to before me this day of 0. , 20-a4' mp 1Notary Public,�) %&-County - k I aV061 0466 18111100" OF SOUIyo� TOWN- OF SOUTH.OLD -BUILDING DEPT. 0 1 631-765-1802 1 N'SPECTION [ ]- FOUNDATION.1 ST/ REBAR [: ] ROUGH PLBG. [ - ] FOUNDATION 2ND [ ] SULATION/C//��A��U��LKING [ ] FRAMING /STRAPPING [ FINAL kt- C.�9✓- Wl �1y [ ] FIREPLACE & CHIMNEY [ ] FIRE"SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS:4wv i - - - -- 00'%V�V'N DATE INSPECTOR)4/ - - OF SOUTyO� �vc _ ' TOWN' OF SOUTHOLD BUILDING DEP °`yorrm ''i� 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] .FINAL [ ] FIREPLACE'& CHIMNEY [ ] .FIRE SAFETY INSPECTION [ ] FIRE-RESISTANT CONSTRUCTION [ J] FIRE RESISTANT PENETRATION , ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: G,A-P A4,<, Ie, DATE 1 INSPECTOR. J1,217� V�J of Jrw n . MELD INSPECTION REPORT DATE COMMENTS �n FOUNDATION (1ST) ------------------------------------ C FOUNDATION (2ND) t z lv 1 G cn H ROUGH FRAMING& PLUMBING G r r INSULATION PER N. Y. STATE ENERGY CODE t� QNl t L �- FINAL ADDITIONAL COMMENTS �- 0 o o 3 a-F►' Q 01 t� k N _ H -- •.+ z i x --- -, tz W �SIN . , n 4 r SuffOLK� TOWN OF SOUTHOLD—BUILDING DEPARTMENT y m Town Hall Annex 54375 Main Road P. O. Box 1179 Southold, NY 11971-0959 oy�o a Telephone (631) 765-1802 Fax (631) 765-9502 https•//www.southoldtownny.gov Date Received APPLICATION FOR BUILDING PERMIT r,r Office Use Only PERMIT NO. ` Building Inspector: ✓'V j 'Applications and forms';must be'filled"but irrtheir entirety:''Incomplet.eED applications will riot be accepted:.Whereahe Applicant.is.not;tFie:owner;,en.",.� BUILDJNGDEPT ;Owner' Authorization farm.(Page 2), all be'coin eted."y;, , n1i^�n'n�en, nr ., Date: OF PR OPERTY: E S ;. O N R �`• - W - .h Name: SCTM #1000- Project Address:)D s�,�W C— I /\- 0 LL Phone#: —7Email: Mailing Address: i - fCONTACT PERSON: - - r',;. - _,• Name: �I I-I r��w. . Mailing Address: a Phone#: (P��( - ��� -65?� Email:l��t�wlt�lr i NFORM ATIO N: 'ESSIONAL I - DESIGN PROF Name: Mailing Address: Phone#: Email: TIONc 1 N FORMA - "CONTRACTOR Name: Mailing Address: Phone#: Email: TRUC-ION ;'. D IPTION'OF PROPOSED CONS New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimat ,-Cost�oject: ❑Other / $ 1 Will the lot be re-graded? Yyes ONO Will excess fill be removed from premises? ❑Yes PK0 1 1, .,fir. y z.. :Y .n- ,,F•ti, "r,, ..PROPERTY INEOti MAT,lOH9 'ti .�cj:.iCn!<.l1i,F _�. �1Ae e: 'E•.._ - -2- 21. Existing use of property: �� '" I L/ Intended use of property: Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to L.G this property? ❑Yes to IF YES, PROVIDE A COPY. ❑';Che`ck'Box''After:;Readiri` �Tne.owner contractor des n'` a iiiiorial ls.res`onsible'.foc alhdrairia a and'storm water,issues as rovided ti ""., %:Chapter'236:of4h`e Town`Coile:::APPLIEATION 15`HEREBY MADE=fo`the 81411dirig Department:for t e'Jssuance'of aBuilding Perreit pursuant•to the Building,Zone1 30rdi0ance of.the Town of Southold,Suffolk;County;New York andi4therapplicable_taura;CKdinantes or,Regulations,for the:corutruction of building's„ rr tf,` }add dions,Valterations:or for?removal_or demolition as kerein desc�ilied::The applicant agrees to'coinpty with all appUcable'laws;,o dinances;,buildingeode, ..%housing eode,and_regulations and.to admit authorized-inspectors;on premises'and`in 6uilding(s).for necessary ins pections:Wl?aisgatatements,made;he"rein_are, punishable'as'a I S, misdemeanor pursuant to Section 210 45 of the•New.York State Penal,l Application Submitted By(print name): 2rAuthorized Agent []Owner Signature of Applicant: Date:- STATE OF NEW YORK) SS: COUNTY OF } ) being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)he is the (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief; and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this day of , 20 Notary Public PROPERTY OWNER AUTHORIZATION (Where the applicant is not the,owner) residing at do hereby authorize VV) I ,(Gf 1, "`t j to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name 2 S.C.T.M. NO. DISTRICT: 1000 SECTION: 66 BLOCK: 2 LOT(S):50 }-> V ®' 11 /22/2022U rJLK �30UY�f� DEPARTMENT OF HEALTH SERVICES #R-z1-2361 ;� - S - 0 14/2 2 PER1N1IT FOR APPROVAL OF CONSTRUCTIOtI FOR --� SINGLE FAMILY RESIDENCE AND D ACCESSORY BUILDING �' 10/14/2021 H,S_ REF. N O. R-21-2361 SIN R®�� � ���Tr^ __ _ T0WN0Fs®tj 0L ____ 4io i TYPICAL DRYWELL CROSS SECTION � ��'K©�.�`D (CONC. PRECAST COMPONENTS) TOTAL ,t�}�1�1J11•JM EDROOMS g`-APPROVAL L� {�,J1� 6'SLAB FOR NON-TRAFFIC BEARING I, /';PI ,� THREE 1�',r\ Rcl DATEOF!l { �'+J Y+'-\L B'SLAB FOR TRAFFIC BEARING HEAVY DUTY APPROVED INLET PIPE CAST IRON FRAME AND APPROVED OUTLET PIPE MIN.4'DW COVER TO GRADE 10 EXPANSION RINGS ARCHED 1/8%1, MIN.4'DIA CV PITCHED 1/8%1' PROPOSED 4 BEDROOM SYSTEM yp� ® � ❑❑ 1 WaterI lines must be inspected by �� 250 GAL S.T. 0 (1)8'0x12'DEEP L.P. El D El cL 2t.6 VACANT 174 % I Suffolk Coun!j � �a Health Services. .66' EL 22.4 , ;�. 150' __—- y I ram, Call 3�i �+ '5d9 +� hours in LOT 5 _��--•, _ __ p �d LOT 25 I _ '! t N 8302011011E r N CONCRETE WASH OUT AREA w I advance, to schedule inspe ion(:$). PROPOSED DRIVEWAY• lTI (24.0 (..L RED OF 24.0) G`t IN yP;;�E;T.;4Y 'O ¢ �4 _ _ ( 23.0 p p,�c^EE = it VACANT EL 24.2 Y pRYS, rn PROP. �� � 91 W LINE ji (23.5) gM1� ' 150' 6.0' GARAGE ATER 1 3' MIN. ® -�- �. 46.1 �_.� � GF(24.5) E_ �__ - 3 COLLAR _ 5'MIN S W 8 0 HALF BATH Ln (24.2) o °' C RED PORCN 7.0' r. e, ro U.P. I W BACK FILL MATERIAL TO BE w - _ DWELLINGS CLEAN SAND AND GRAVEL FFL(24.5) C.O. SEPTIC LINE 31.0' C•0• ���(<`� I yy�PUBLIC WATER C.O. 41'RUN (24.2) lA `� 4 I I 150' O c Z � 57' 16.0' pzOP�ED 3.0"CD = TYPIM SILT SECTION 4 w 0 m 4 BEDROOM �! WATER LINE LOT 2 _ — v 2 1 in FFL(26.0) 4.0' PROPOSED_ GEOTEXVLE FABRIC VACANT w �'' > „� PROP U.G. UTILITIES SUPPORT POSTS 150' OT 6 WOOD OR METAL JO L O O 36.0' FLOW DIRECTION J D_ r (24.0) 38'0, (24.0) 1 DRY`, EL 23.6 V 1 CL 22•1 _ LFT 'WELL/ EXCAVATED AND Q DRY51 I , SAC KFILLED TRENCH Lo �wELu , EXISTING GROUND UT 169.32 �I 111=1I1=1I I=1I I-I I I I=1I I I I III-1I I-III-I I L EL 24 4 =11M1 PW711I >-IH�mil it T���I�IItII�If-1T�_ 83°20'10"� 50' MIN. III�I�II�III-111�1L- II-IE II-11�111-I1�ll�lll VACANT BUT SUFFICIENT ro KEEP _I 11=111_III—III=111=IICIIF 'li �CII _IIICIn�nUIICIIC $ 150' SEDIMENT ON SITE —JI ` z LOT 7 HAY BAIL AND/OR LOT 23 I TYPICAL CLEAN OUT z ZSILT FENCING SLATE SUITABLE COVER `\ STOPPER END > o R o NON-CONFORMING LOT OR PLUG FRONT YARD: 35'MIN o ny ny SIDE YARD: 10'MIN, 25' TOTAL REAR YARD: 35' MIN Q V� C� ry o �\ �\ o o Q THE WATER SUPPLY, WELLS, DRYbYELLS AND CESSPOOL ELEV. 22.8 30° ELBOW w REVISED 11-01-22 CONSTRUCTION ENTRANCE - FOUNDATION OF COMPACTED LOCATIONS SHOWN ARE FROM FIELD OBSERVATIONS 60' WYE REVISED 08-10-22 DR BROWN w 3/4" STONE BLEND OR N.Y. STATE D.O.T. APPROVED R.C.A. AND OR DATA OBTAINED FROM OTHERS. OL SANDY LOAM 1 2r FILL TO 18" (Min.) ABOVE EXISTING GRADE FOR DRAINAGE. REVISED 08-16-21 _ ELEVATION DATUM: NAVD88 _________ BROWN FLOW-v AREA: 12,882.03 SOFT. or 0.30 ACRES --------- SM LOAMY SAND 1.5' UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SEC77ON 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY _- MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION PALE LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION, GUARANTEES ARE NOT TRANSFERABLE. BROWN DRAINAGE CALCULATION THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE MEDIUM NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE ERECTION OF FENCES, ADDITIONAL STRUCTURES OH AND OTHER IMPROVEMENTS. EASEMENTS SP SAND AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE TIME OF SURVEY GAL PROPOSED DWELLING W/COVERED PORCH: 1,578 SQ.FT. SURVEY OF: LOT 6 - BLOCK 1 OFNE CERTIFIED TO: DIANA DiVELLO-HAASE; 14,3' 1,578 x DiA x 261.9EP DR E REQUIRED MAP OF: BEIXEDON ESTATES � N (2) 8'DIA x 3' DEEP DRYWELL=265cf PROVIDED FILED: MARCH 16, 1946 No.1472 * x PROPOSED GARAGE W/BATH: 425 SQ.FT. SITUATED AT: SOUTHOLD T- " 0 425 x 0.166=70.55< 71 cf REQUIRED ' TOWN OF: SOUTHOLD F w NO WATER 0 30 60 (1) 8'DIA x 3' DEEP DRYWELL=133cf PROVIDED 050882 J KENNETH M WOYCHUK LAND SURVEYING, PLLC ***OVERSIZED FOR POOL WASTE WATER*** SUFFOLK COUNTY, NEW YORK 235E L N v� Professional Land Surveying and Design 17 P.O. Box 153 Aquebogue, New York 11931 JUNE 20, 2021 FILE #221-122 SCALE: 1"=30' DATE: JUNE 18, 2021 N.Y.S. LlSC. NO. 050882 PHONE (631)298-1588 FAX (631) 290-1588 K. WOYCHUK LS S:'T MAC E11 19D 1 S�TION: 66 BLOCK: 2 LOT(S):50 K l �3 i � R-21-2361 'p/ S E P 1 3 2023 mTmDr TYPICAL ORYWELL CROSS SECTION MAIN R WAD TYPICAL CLEAN OUT (CONC. PRECAST COMPONENTS) SLATE OR STOPPER END r SIM FOR NON-,R�Bum N SUITABLE COVE OR PLUG a•STAB MR TRAFFIC�irarr<r HEAVY APPROVED BiET PIPE rCW �FRWE AND APPROVED ounrr PIPE O Fina.4'00. COVE1t m GRADE m 1�07.4•D Prtc O,/r/+' ,1ro�n,/eY,' cV PROPOSED 4 BEDROOM SYSTEM r, 30' ELBOW LMIN. — � ❑❑ 1250 GAL S.T. 60' WYE (1)8'0x12DEEP L.P. CL 21.6VACANT 174.66' EL 4LOT 511150'LOT 25 FLOW83c20'10 E CONc ��m Y• ( �IN BEO DRIVT,, PROPOSED EL 24.2 FERM DRl^ a MIN. - � VACANTFOUNDATION �'2 46.1' v, LOCATED (23.5) 150'' - - OF{ 6.0' $M\N ATERIAL TO BE FPL(24.5) 23.0' POOLFF>+ S T U.P.AND GRAVEL \p SEPIIC�NE 31.0' MIN B ; i DWELLINGS o Cr W/PUBL50�WATER EXP c 57.0' TYPICAL sir C FOUNDATION 3'm PROPOSED cra�cy �crnnN LOT 24 CA LOCATED i•! WA _ - -- -- - 7EiQ LINE GEOTE:nLE FABRIC VACANT LOT 6 -0 N �! 09-06-23 4.0' WINDOW WELL WOOD OR� 150' rr 8 0 21' mWINDO v FLOW DIRECnoN WELL 33.0' PRO •I� 36.0' � cVri (24.0) jD , 0.2 6 V I CL 22.1 EXCAVATED AND BACNFIWD TRENCH Co 16.0' I DRy.1 (2 DOW CFlIAR ENT. , I 50'MIN. EwsnNc cRourlD \W�i+ WELL 169.321 I BUT SUFFICIENT TO KEEP SEDIMENT ON SITE POOL FBA Q� HAY BAIL AND/OR `ts SILT FENCING EL24.4 S 83°20'10"W VACANT w 150' >. LOT 7 ¢; LOT 23 a : \/� .. \�° Z • �� • , may. • � p �•\G � 4 N Q r NON-CONFORMING LOT wo FRONT YARD: 35'MIN w SIDE YARD: 10'MIN, 25' TOTAL o CONSTRUCTION ENTRANCE - FOUNDATION OF COMPACTED REAR YARD: 35' MIN w 3/4-STONE BLEND OR N.Y. STATE D.O.T. APPROVED R.CA. FILL TO 18" (Min.) ABOVE EXISTING GRADE FOR DRAINAGE THE WATER SUPPLY, WELLS; DRYWELLS AND CESSPOOL ELEV. 22.8 LOCATIONS SHOWN ARE FROM FIELD OBSERVATIONS FOUNDATION LOCATED 09-06-23 AND OR DATA OBTAINED FROM OTHERS. REVISED 04-26-23 OL DR BROWN 1.2' REVISED 08-16-21 SANDY LOAM AREA: 12,882.03 SQ.FT. or 0.30 ACRES ELEVATION DATUM: NAVD88 BROWN DRAINAGE CALCULATION SM LOAMY SAND 1.5' UNAUTHORIZED ALTERA770N OR ADDITION 70 THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY — PROPOSED DWELLING W/COVERED PORCH: 1,578 SQ.FT. MAP NOT BEARING THE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED 70 BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF 70 THE 777LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION PALE 1,578 x 0.166=261.95 < 262cf REQUIRED LISTED HEREON, AND 70 THE ASSIGNEES OF THE LENDING INS777UAON, GUARANTEES ARE NOT TRANSFERABLE. BROWN (2) 8'DIA X 3' DEEP DRYWELL=265cf PROVIDED THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE S7RUC7URES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE MEDIUM NOT INTENDED 70 MONUMENT THE PROPERTY LINES OR 70 GUIDE THE£REC770N OF FENCES ADDITIONAL STRUCTURES OR AND OTHER IMPROVEMENTS EASEMENTS SP SAND GARAGE: PROPOSED G E: 425 SQ.FT. GRAVEL 425 x 0.16 =70. AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE TIME OF SURVEY Ic 5< 71 cf REQUIRED SURVEY OR LOT 6 - BLOCK 1 CERTIFIED TO: SPEONK LAND DEVELOPMENT LLC; 14.3' (1) 8'DIA x 3' DEEP DRYWELL=133cf PROVIDED MAP OR BEIXEDON ESTATES COMMONWEALTH LAND TITLE INSURANCE CO.; ***OVERSIZED FOR POOL WASTE WATER*** FILED: MARCH 16, 1946 No.1472 EXPRESS ABSTRACT; SITUATED AT. SOUTHOLD TOWN OF.SOUTHOLD � O 30 60 KENNETH M WOYCHUK LAND SURVEYING, PLLC NO WATER SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design 17' P.O. Box 153 Aquebogue, New York 11931 JUNE 20, 2021 FILE y 221-122 SCALE:1"=30' DATE:JUNE 18, 2021 PHONE (631)298-1688 PAX(631) 298-1588 K. WOYCHUK LS N.Y.S LISC. NO. 050882 S.C.T.M. NO. DISTRICT: 1000 SECTION: 66 BLOCK: 2 LOT(S):50 4 #R-21-2361 AD MAIN RO - CN ��� � I N 4 BEDROOM SYSTEM rT1 1250 GAL S.T. 1�+•� (1)8'Ox12'DEEP L.P. STK. i CL 21.6 174.66' EL 22.4 LOT 5 cn LIES --'ELECEC• o l _�_z - ErE LOT 25 I y, rn STK. : rT1 ° n E rn I ►+I N 8320,10 LINE WATER_.._ •—� o\m ' STK. HALF-BATH — BASE z Z 24.5) ARCA DRIVEWAY 31' c�............... ... � \ EFL( .. : • : ::: '• : 21' EL 24.2 46.0. :::::........ g WELLU co.......::..:........ :...rn ❑cn...:..:::GARAGE:•:•:•:o ~ BELG. BLK. CURB LP . 6.0' :...... .. O I O POOL 4c o U.P. N o EQP 23.0' CO m S.T. F� w 31 �"' WOOD co fs 3' . : ::: 22.5:3 ..::: :STOOP a , O I Cp SEPTIC LINE C) n EXPO MI O .. 56.0 y O o SOOD TOOP ::::::: ::::::::: ::::::::::::::: :.3:0� o LOT 24 L.P. :.' z i;+ ...:::2 STY FRAME:::::w _ O :Z.:..•.•. a m rn.... DWELLING 210 :::..' W" GAS ::•:•:•:� a.•.-... �� �'_• ............#..........4.0'• TER :..o.�:...: o WINDOW LOT 6 :..o o ...: ...�.c..... c� •:•:•.� WELL . z.:..'. DRY"1 EL 23.6 I CL 22.1 00 I DR I WINDOW CELLAR ENT. STK. v \ELLI WELL 169.321 NON—CONFORMING LOT REBAR \� FRONT YARD: 35'MIN SIDE YARD: 10'MIN, 25' TOTAL REAR YARD: 35' MIN EL 24.4 V'�N THE WATER SUPPLY, WFL.L$ DRYWFLLS AND CESSPOOL STK. S 8 3°2 0110 LOCA77ONS SHOWN ARE FROM RELD OBSERVATIONS S U F FO L K COUNTY DEPARTMENT OF HEALTH SERVICES AND OR DATA OBTAINED FROM OTHERS 7 LOT APPROVAL OF CONSTRUCTED ED WORKS FOR AREA: 12,882.03 SQ.FT. or 0.30 ACRES LOT 23 I ELEVATON DATUM: NAVD88 A SINGLE FAMILY RESIDENCE & ACCESSORY BUILDING UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A WOLATON OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY 70 THE PERSON FOR WHOM THE SURVEY/S PREPARED AND ON HIS BEHALF TO THE 777LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON. AND 70 THE ASSIGNEES OF THE LENDING INSITTU710N, GUARANTEES ARE NOT TRANSFERABLE. Date 9/6/2024 H.S. R e f N o• R-21-2361 THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIRC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TD GUIDE THE ERECTION OF FENCES; ADDITIONAL STRUCTURES OR AND 07HER IMPROVEMEN7S E45SWEIV75 AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY ENDENT ON THE PRE WISES AT THE THE OF SURVEY SURVEY OR LOT 6 - BLOCK 1 OF NEW CERTIFIED TO: SPEONK LAND DEVELOPMENT LLC; The sewage disposal and water supply facilities at this location have been MAP OF: BEIXEDON ESTATES "N M. �'°ty°p COMMONWEALTH LAND TITLE INSURANCE CO. inspected and/or certified by this Department or other agencies and found Fly:MARCH 16, 1946 No.1472 C9�=e �z� EXPRESS ABSTRACT• to be satisfactory FOR A MAXIMUM OF 4/0 BEDROOMS. slTuaTED AT: $pUTHOLD r o ADD FUTURE EXP. POOL 08-28-24 Towv OF.SOUTHOLD o w FINAL SURVEY 05-10-24 - SUFFOLK COUNTY, NEW YORK 2 � KENNETH M FOYCB17g LAND SURVEYING, PLLC sF 050852. ve Professional Land Surveying and Design FOUNDATION LOCATED 09-06-23 T! P.O. Box 153 Aquebogue, New York 11931 REVISED 04-26-23 GRe of KtaEPwate P.E., genie FILE 0221-122 SCAB 1"=20' OATE:JUNE 18, 2021HIEF PHONIC (831)29a-15M FAX(691) 298-1586 REVISED 08-16-21 Office of Wastewater Management N.Y.� LISG NO. 0.50882 c\j C\j to N ui fit' z Lu L6 lz utig 1 VC7,11 Q (f) 0 D Had 0 77 E 40114����� A'���\i �O' .������r���F� �7 •�g� �,.»�`v.as.•�nFw- `.av•.'.tl-^'Il 4�'N'is«:F,L.�F.jY��1,.,. .�.._ •'__— ,..ryt..f�t' rQ�...,.C..,.Y 4..C...--Il..u,l..... 4.. `C, � j�..,;.al'ii a'. *':=-�4.'+i•�e.'1.i•��I+dyaaa�.f.49`f_Y --.__.____:_•_—____ 4"�`,a�-t�;.2'�z:�'Jnt�o�2}'.�•'�;�,�,H,a�.,� :� U'v tot Ri Jul_ 7 [2/ xr- Co 12-A H H E C\J �-rz�;E� > E OL- �4— .,WTT T < II FRONT ELEVATION SCALE: P-0' LU LU 0 >—> LU z n 0 LLB M/ 0 0 LU /A 211 LU 2 LU tn LLJ N z tF FRONT ELEVATION YARD SIDE ELEVATION SCALE: I--o-- 4 SCALE: 4 • LU O rfz n No f4j ellaLT EP -^BUj%h1Kv fil In 0 57 ROFfSsi 1 UNAUTHORIZED ALTERATION OR ADDITION TO TH15 DRAWING AND RELATED DOCUMENTS 15 A VIOLATION OF SEC. 7209 OF THE N.Y.S. EDUCATION LAW N U" O S LVL RIDGE; ARCHITECTURAL ASPHALT ° 51MP50N C520 ROOFING WITH 15# FELT Q) N 04 CONNECTOR(IYP. ALL) OVER e"CDX PLYWOOD w Q WITH ICE t WEATHER SHIELD �"�'C7��C�t..��'!.-• fii�I�L Cr��������I� @ PERIMETERS t VALLEYS � J � tu 12 ppG 0u o0� 10 BOLT ALL CJ TO RR w/2-Ill CB2 5IMP50N H7 CONNECTOR FASCIA, CENTER' ° f f� C ,2�C; BEADED VENTED VINYL 1` �` f 2x 1 O CJ/CT @ 10 OC SOFFIT; 6"OVERHANGS A 2x4 STUD FRAME EXTERIOR - T 2- 2x8 HEADERS ABOVE z sz WALL @ 16"O.C. w/R-15 I w_�M I DOOR*WINDOW UNITS; INSULATION, 8" CDX PLYWOOD - ( C520 STRAPPING ca SHEATHING, HOUSE WRAP SIDING - AS SELECTED; L'GYPSUM BOARD ON INTERIOR OF WALLS 1 O = } Ln 2- 2x4 ACQ SILL PLATE 1 , I \rouum ( ; EzOVER TERMITE SHIELD OOVER SILL SEAL; 4COMPAC NC RE II: E ITH B o u 'I PROVIDE SIMPSON C520 VW.M. � `� = s �_._ _.�. _6_X._ �:�I XI 1 &- � O �" W/LPT4 CONNECTORS GAUGE WIRE � p Q Lo p _- _ 5' DIAMETER ANCHOR BOLTS W/7"MIN. DEPTH @ 48"O.C. BACK ELEVATION W/MIN. 3"X3"x"'WASHER@ PLATE UNEXCAVATED � SCALE: �" = I '-O" 8"POURED CONCRETE FOUNDATION WALL W/ LLJ 1'-4"X 8" d. FTG.; PROV. (1) 2-#4 REBAR IN FOOTING 0(TYPICAL ALL AREAS) 'NOTE: CONCRETE SHALL BE BUILDING SECTION "A" PC = 3,500 PSI @ 28 DAYS FOOTINGS SHALL BEAR ON Q LLJ UNDISTURBED 5 _ __ 0 Z BEARING CAPACIT50ALE: �" = 1'-O" /ALF: 4 _ I) O 1.5 TONS PER SQUARE FOOT LLJ 1- 0 oC _ (L O p-- W U Q si L RIDD�E;O .ait i CON R(7YP. ALL) JOISTS TO FIN15H I x2 CEDAR TRELLIS 12 ON WALL UNDER @ !G"OC ON FLAT 10 GARAGE SOFFIT nil �- 2xG CEDAR PERGOLA + JOISTS @ I G"OC 2x8 CJ/ @ I G"OC PROVIDE SWIRL END DETAIL TO MATCH LLJ 2 s2 , �� GIRDER (L 14 FASCIA, CENTER In BEADED VENTED VINYL 2- 2x8 CEDAR GIRDER v SOFFIT; 12" OVERHANGS FLANKING POSTS t BOLT T RU 1D PONDER RM ;m ENTRY PROVIDE SWIRL END DETAIL W APPROX. 8'-1" +/- HEADER �0 ILL 24"ACQ LEDGER BOLTED LLJ TO FRAMING w/5""L.EDGERLOIC' HEIGHT ABOVE GRADE/PAT O IV o 24 STUD FRAME EXTERIOR 5CREW5 @ I G"OC; HANG DJ 3 WALL @ I G"O.C. w/ J"CDX ROM LEDGER w/TEC05 PL'(WOOD SHEATHING, WRAP 4" PLYWOOD 4"x6 CE AR DECKING �[ it SIDING AS 5ELECTED; J"GYP SUBFLOOR I bj BOARD ON INTERIOR OF WALLS - - x PROV. H4 CONNECTOR / Z RIGHT SIDE ELEVATION 2xGFJ@ IG"Oc SCALE: ill = I'-O" 2- 2x8 ACAIRDER $ 6x6 CEDAR POSTS m BOLTED THRO POSJ W/ � LS m ANCHORED TO FOOTING5 (2) 41 CARRIA6EOT c �� PROVIDE BA5E TRIM DETAIL 4"POURED CONCRETE SLAB u ON COMPACTED FILL 51MP50N ABU44 CONNECTOR MT) ° GxG ACQ POSTS ON 12" �A� F IVCW 50NOTUDE w/POURED CONCRETE FOOTING �, •Mq� O,Q� BUILDING SECTION "B" TYPICALODECK FOOTINGS r� O SCALE: 4" w BOA 05709y �OFESS1019 2 UNAUTHORIZED ALTERATION OR ADDITION TO THI5 DRAWING AND RELATED DOCUMENTS 15 A VIOLATION OF 5EC. 7209 OF THE N.Y.S. EDUCATION LAW = N N 0 N co 0 4--0- 9'6° C9 p z u.1 Q � 2x8 CJ •_��J SECTION P R DECK 30G8 oM, B 28G8 xG in (f) THE RU �a I G` 2.4G8 4' EZ WALL LEGEND: ROOF NOTES: GxG CEDAR POSTS NEW CONSTRUCTION • GAF ARCHITECTURAL ASPHALT ROOF SHINGLE OVER ANCHORED TO FOOTINGS ENTIRE ROOF AREA. 15# FELT OVER J"CDX PLYWOOD 8 10° m 2"X 4"STUD FRAME EXTERIOR WALLS, SHEATHING WITH ICE*WEATHER SHIELD AT ALL PERIMETERS O R-15 GATT INSULATION, e" PLYWOOD AND VALLEYS.' c602/ / 2x 10 CJ/CT SHEATHING ON EXTERIOR, HOUSE WRAP INDICATED; d 51DING AS SELECTED; � GYPSUM BOARD • ALL OVER HANG DIMENSIONS ARE AS = o sEcnoN ON INTERIOR SIDE i xG FASCIA AND VENTED, VINYL BEADED SOFFITS. O } 3 B _ • 10:12 PITCH OVER ALL ROOF AREAS E z N 2"X 4" INTERIOR STUD PARTITION, p , 2- 2x8 CEDAR GIRDER 2x8 RR �" w/ I LAYER J'GYPSUM BOARD ON EACH RUNOFF NOTE: p E GARAGE @ I G O.G. SIDE; USE MOISTURE/MOLD RESISTANT s ' FLANKING POSTS BOARD IN BATH 4 USE CEMENT BOARD GUTTERS CONTINUOUSLY AROUND; LEADER LOCATIONS L o O BOLTED THRU ON ALL AREAS TO RECEIVE TILE A5 PER INSTALLER-ALL LEADER-5 DRAIN TO 4"0 PVC p Q 0 O PROVIDE SWIRL END PIPE TO NEW DRYWELL5. DETAIL • CONSTRUCT 8'-0"WALL PLATE HEIGHT THROUGH BATH SECTION. 2xG CEDAR PERGOLA • GARAG€AREA TO HAVE DOUBLE SILL PLATE t 9' PRECUT WALL FRAME. RUNOFF CALCULATIONS: JOISTS @ I G"OC OPENP LA m ALL WINDOWS TO RECEIVE 2- 2x8 HEADERS ABOVE, OR AS SHOWN; 5 1 9 x . I G7 x 7.5 = G50 gallons of runoff PROVIDE SWIRL END I MULTIPLE UNITS TO BE FACTORY MULLED, UNLESS OTHERWISE NOTED. @ (1) 1'-0" x 8'-0" 0 capacity = 300 gallons DETAIL TO MATCH 7-7 650/ 300 = 2. I tL.l GIRDER • G'-8 Z"WINDOW HEADER HEIGHTS AS FRAMED ABOVE 5UBFLOOR OF (n BACK SECTION AND SHOULD ALIGN THRU OUT. Runoff Containment Requires: D I x2 CEDAR TRELLIS =iN (1) 2'-0"deep x 8'-0" 0 ring OR equal LU O ANDERSEN 400 SERIES PRE-FINI5HED WINDOWS, WHITE EXTERIORS,@ I G"OC ON FLAT WHITE INTERIORS 4 BETWEEN THE GLASS GRILLS, STYLE AS SHOWN ON (provides 600 total capacity) ELEVATIONS 4 ON WINDOW SCHEDULE. Q W • ALL DOOR/WINDOW UNITS TO HAVE 2- 2x8 HEADERS UNLESS OTHERWISE C� z NOTE: CALLED OUT ON PLAN; OVERHEAD DOOR HEADER AS INDICATED. PROVIDE WIRING O IVERHIJAD L O GARAGE DOOR X (17 >- MANUFACTURER SECTION O IN ACCORDANCE I THE A (L O 2x6 CEDAR LEDGER RESIDENTIAL ELE 01 S'-0" DOOR w/ O (f� BOLTED TO GARAGE OF NEW YORK STATE 2- 9 " LVL HEADER ABOVE IL- W C520 STRAPPING teneimtid Vy RESct 66k-la'Vebtoftware mF N U • (^^ A3�2"M R.ABOVE 5LAB ComplianceCertificate ��P� •I•M-4 ��0 Q F� Z Ct F1XaSf, alt+er$WrVe z r , � � \ '} GARAGE ED A PLAN FftWgyC"e Ian Irce toClkks -Se1r,Awd.Iqft,.w York 0570° SCALE: 4�� = i'-0" ► N".1. Wlly RCFESSIONP�``� ow cs1�x"w •d7G Mrri'•�1 Nu,�esei" LU irainstzuc�in S?�il� Ch+rr►ei�lgeri� tsaclF�r *,>ucntlrsetar IL Ja+►�r.�uape ROOF 4"OROOF o v oL CD •. I• ' :7 ..13vi,Lrrlw.l:• .:i'r/l�'sr.. " ';y:•«.n.:�.u.w.'•= `•x.,.r� 1...�r.mw,m,ra• �"�! ^. �'�"'� OrWiiinee f-776&~ThMC*A1F 11142* MIlAk W TorWt 97 f Mxd?MM$%X 111r10 •T"$W=.i]i ILL — () 4 U �e tlbi43.OYI>rR•io•�n•di•wdrtrlrpY1�+•r aPRMWlAtPrwrarM•ENl'IWM i�i } GENERAL NOTES: � �k���.rs1��.>�ee����,e�,.aA.r� a�or►�a�rx�e���;�,1� .�z�.,r<,1'^.er�,r� .;sty h har+r<racSae!d:e�acs rar.��x.#n*1�►Y••+Irk+ixxm arMtr�•j u.•as Ir+�.1R,+,Ate•:�,r s+a?a��,nr�ti+r,etil+va. � C z • The Information on this set of construction documents is to relate baste design G � intent and framing details. They are intended as a construction aid, not as a substitute for generally accepted good budding practice and are in compliance with TH ( Enyeloye Asse kbIleS current 2020 New York State Budding Codes and the 2015 IRC. The general contractor U is responsible for provding standard construction details and procedures to ensure a 3" — profe55ionally finished, structurally sound and weatherproof completed product. "" '^" L z F.A.I. I 14 1 1/2 RS r*r 14,11 Ctiltq OF Sd*WTAM 42$. :gyp @ D O elS @ 636 35 �l • General contractor to coordinate all subcontractors, scheduling of work and T Dow-Ibis !� • YWe:�'iladtets�►,�E`e.C. 61b, ld.4 toYl.Od2 ..@+EiA ; 4 mteractronbetweentrades. W d.oe�5ft� � � • The contractor is responsible for ensuring that all work and construction meets or exceeds current federal, state and local codes, ordinances and regulations, etc. �* �+ F>ti�t �� e'er * ; iu` saaa�o These codes are to be considered as part of the specifications for this budding FIRST FLOOR plan, � � • if in the course of construction, a condition exists which disagrees with that as I ua s �� ��� � ��� KbO is o enspfrSihrge+aa tRseremesedRlmCt#rgdrl4p"eRaatbraw•*[e�,llehlw�wttfbl. sttW pN*a Aeaclel�xira .rd+ indicated on these drawings, the contractor shall stop work and notify the designer _ TOSUPFOLKCOUNiYDEPt.OF the engineer immediately. Should he fail to follow this procedure and continue work, C O HEALTH SERVICES APPROVED ` 6%as""WONV 1111"'AM"01"i1" 61*0$InV`915zh1K*'" i ACC` vbL he shall assume all responsibility and liability arising therefrom. a"C.I. SEPTIC UNE. - va • Dimensions take precedent over scale-DO NOT SCALE DRAWINGS. CRAWL • The designer has not been engaged for construction supervision and assumes no responsibility for construction coordmating with these plans, nor responsibility for SLOPE" 1/4" PER FOOT PITCH TO DRAIN construction means, methods,techniques, sequences or proceedure5 or for 5aftey precautions and programs in connection with the work indicated. There are no warranties for a speCIfIC use expressed or implied in the use of these plans. • Contractor to provide hardwired smoke detectors,with battery back up,and with no intervening switches,on all floors and in each bedroom. Verify with local code pr�oct7�11:}tra as firraltsf'sGa�aQe Aepwt MA01" /'� requirements as per Section R3 17 New York State Residential Construciton Code. Data21&'arna: ftgc i cep `�.J[l Install carbon monoxide detectors as per code. UNAUTHORIZED ALTERATION OR ADDITION TO TH15 DRAWING AND RELATED DOCUMENTS 15 A VIOLATION OF 5EC.7209 OF THE N.Y.5. EDUCATION LAW NATUNG SCHI=TJULE_�__�� �— 2018 WOOD FRAME CONSTRUCTION MANUAL tau CV f {S /•Qry/�(� . ^• �t �.: ,. At' /�{�A �yy/ A ,a{.F � lA t'A z 43 N 1 f::°.. V!.5GRtt i ON �•\. M. '. >>]f V 11 f ` u- Co .mow„c .. ...m•,x....�...«.«...,;.,a.:aS...ad.eL'S.d.:,.. ,. _... ,..'�a:.,_.....liwl,:.::'r: RAFTER TO TOP PLATE TOE NAILED 8'-0'WALL•8�d PER RAFTER --��� -....-_..XLE---g - _- f 0'-0'WALL:S-Sd FER RAFTER C� CMJNG JOIST TO TOP PLATE TOE NAILED 8'-0'WALL:-3-Sd PER J015T z •• UJ I O'-0'WALL:4-8d rEKJOIST CEILING JOf5T TO PARALLEL RAFTER FACE NAILED SEE TABLE 3.7 EACH LAP 2x6"ACID LEDGER BOLTED p p p _._... .____._._..,_......-.......__._... ..---- - CEILiNGJ015T L.AP50%",rAKFITIONS jFACE NA11M 5EETABLE 3.7� EACH LAP TO GARAGE FRAME WITH 5" _ ...__.. _. ._.. ......._.......---. ...._.._��_._—_ COLLARTIETORAFTER I FACE NAILED _ SEE TABLE3.4 PER TIE "LEDGERLOK"5C WS 16"O.C.; BLOCKING TO RAFTER. ITOE NAILED 2-8d EACH END HANG D.J. PROM LEDGER WITH R!M L30ARD TO RAFTER ErID NAILED 2-I Ed EACri EMD _ __,__.-_..._... —__ _ _ ..._-.... . .r--. SIMP50N LU2 R TO N E • WAtLTRAA•iING � _--___ _.......aA!. .-; `" , .. � ,..._ ` ' . ._.,___ A. ...��i�-. ., L ��4'-O':\4 _ ' ' .....,.,:'..:: .t0.� .�"`M+A.AdC. .n. .�: .rw1r3..11C..a..�.,1. +..��'k..+. '. ' _.+.xi..a►�i...let.A.:..t,.,.,• TOP PLATE TO TOP PLATE FACE NAILED _2-I r;d ' PER FOOT_ TOP PLATES AT INTERSECTIONS FACE NAILED 4-1 GJ JOINTS-EACH SIDE 3'-3" 13 G"ACCES 5fUD TO STUD__ FACE NAILED 2-1 6d 24.0,'C 6PANEL '?. HEADER TO HEADER - __FACE NAIL>`D _I 6d_ 16'O/C ALONG EDGES _ TOP ORBOTTOit4 PLATE TO STUD Et:ID NAILED 2-1 GJ M,zxa STUD G ACQ DJ AtcT oN E s-f6:a PER2x6 STUD I G"OC O VENT AS PE _ A-IU P'ER a STUD BOTTOM PLATE TO FLOOR J015T, - - 'n < CODE BANDJ015T,END JOIST,ORBLOCKING FACENAtLED 2_isd`- PER FOOT LGUM2G-2-5D5 x x @� �• FLOOR .; J0 BRAOSILL TOP PLATE LNG OR GIRDER �:,•x �., «. :: . ;° U.:.:.;;.:.:., ...... ,. 'rt"+•cw..%V .. •' :'�Ascu„aa:. ._ »4':K�..,,a•_ ... -.w,.�;a$ti;.a"r. 15T'T LTOENAILED m BRIDGING TO JOIST )TOE NAILED 2-8d EACH END ___ 4 ;i,'''•:'• o j +•= c i.' t':, :° = L 13LOCKiNG TO JC15T_ !TOE NAILED 2-8d EACH END 6 O BLOCKING TO SILL OR TOP PLATE TOE NAILED 3-t 6d EACH BLOCK 8'-I O" to LEDGER STRIP TOBEAM — FACE NAILED 3-1rod EACHJ015T FOUNDATION WALL LEGEND: j E z (V JOIST ON LEDGER TO BEAM _ TOE NAILED �.._ _._3-Sd MY.J01 __._ —_—_ PROVIDE 51MPSON PHD5 O BANOJO15TTOJOIST - — -- 1tJDNAILED --�g-ICd _� PERJGIgT - HOLDDOWN MIT. 2) �, _ 8" POURED CONCRETE FOUNDATION WALL � � 6 � !SAND J015T TO ALL OR TOP PLAT£ TOE ifAILED 2-I6d PER.FOOT ,.,;: ._ ---- —.—• ALL CORNERS ,w, A - C S- O THROUGHOUT 2-I#4 REBAR WITH N OOTINOTIFOOT NOG DEPTH — O .: ca MINIMUM 3'-0" BELOW GRADE Q F A3tt EATtilNGwz t f :Q. _ :...au":wt' SECTION 4'PERIAdETEK EDGE ZONE- W0/C-C"ATPANELEDGES B " DIAMETER ANCHOR BOLTS STRUCTURAL PANELS 8d AND AT INTT f: IMIATE 5UPPORT5IN TH):PANEL FIEL17 ' _ _... ..__..._.._._. __._...._._....._._..._.........._.- __.____.__....•.__ w/7" MIN. DEPTH @ 45"O.C. INTERIOR ZONE- I G'OIC-C'AT PANE EDGE5 AND 12'AT Jkd INTERMEDIATE 9UPPOR d)INTHE PANELfmu) +'. w/MIN. 3"x3"Aft WASHER @ PLATE FOR ROOF 5HEATH114G WITHIN 4"47 OF THE PERIMETER,EDGE OF THE ROOF,INCLUPING 4'-O'ON EACH 51DE OF TV ROOF PEAK,THE A'-O'PEPJMETER. EDGE ZONE ATTACHMENT REOU"NoIFTTT5 MALL BE USED. _ N W GEILI SHEATttING. �' fi _.ax., :i.N.�.t. ..Y ...,..:•u..id:o. :.,., -, ....,_...._:L.:.:..s:.:Si�.> ..,- I ?F°_, .sup:,... •..:Jnv .. ._,:,di,P�<:,.. n I n tJG P5 GYUA1 WALLBOARD Sd COOLERS 7"EDGE/I O'FIELD __.__.._-__.._.......___ _._.. -- SONOTUBE W/POURED GARAGE 3HEA HIND n„; CONCRETE FOOTING iizucruxat PANELS __ 7 al,. .,k si.. ..... C CR E F OT u-1 O 9 ._O X 20 X 8 d. 4 POURED CONCRETE SLAB _ i I aa.Galy.Ra>im rail .. .. `. � " N R N ' I12' 3"EDGE i G*FIELD x 711 6"head) POSTS CONTINUE UP AS ON COMPACTED FELL WITH I t?a.Gaty.PcxtFingnae FRAME OF PERGOLA W.W.M. G X G/ 10 X 10 •T. 25/32' 3'L`DGE/C'FIELD •,, Il._1 (�f 2`x l.951.x /81ad} •. GAUGE WIRE((YP. ALL AREAS x. Z FIBERBOARD PAN" 7/1G' Gd 3•EDGEf6•FIEL.D WITHIN GARAGE) _ .._.._..._..-..._......__.._.._- .....................__._._.--____-- _..__._� _..__. .__ ._.__..__.._._ 8d 3'EDGE GYPSUMfC'FIELD`----_ --- _ _._._..... Q iVAd L dFOARA 5 COOLER5 7•EDGE!I Cr FIELD Lu WEDGE ZONE- I G'GVC-C'AT PANE.EDGES AMID 12"AT U "' HARDBOARD __.__.-- .__.. ._-__ Sd_...__.-..�I MEDIATESl1PP0RT3 M THE PANEL FIELD _......................... ... ......-..-.� E5 '.r O INTERIOR ZONE E-!6"O1C-6`AT PANEL AND f 2•AT 8d MThRMEDIATESUP?0RT91NTHEPANELfl O r^ w.,....._. :.�4•:....... _.. .'. .•::,:..:t.'+,F ti7..::.:L>:wt .. __„ ._ .:':!,`.'r-:r tl G..1i. .L.�...u..a..... :�iw.._. ., .,, ..,::.k''.ii\"'SiLlunr....._._...... ., 1 L IT- 57RUCTVRAJ PANELS- 1'OR LE95 ad 6•EDGE/!2•FIELD 'o' U O '° V * Nadmg requirements&,a based cm wall sheathing nailed C mches O.C,st the T•anel edge. fF wall dicathmg is retied 8 inches O.C.at the ranei edge to obon Q txrJher shear capaclges_LaaAmg redmn menu br structunl metflbtPG shdt Ire doubled_or al "•. SECTION when uoll sheathing is Cont nuow aver calrtected members,the tal Mated mrinber of na l&shalt be Permitted tO be reduced tO I-I Gel nal Per foot. HTT SERIES LOWER FOUNDATION WALL A HOLDDOWN HEIGHT AT DOOR OPENING y ° o. CONSTRUCTION DETAILS k WIND LOAD PATH CONNECTION DETAILS PROVIDE 12'SPACING BETWEEN THE END STUD AND THE 2 OTHER STUDS BOLTS 3-�"4I O'-3" 2'-1 CY2" �F NSW UPPER SNEARWALL NOTCHED RAFTER FOR ALLOWING CONNECT CORNER STUD CORNER BRACKET RAFTER HOLDDOWN INSTAULATION TO NSR 1 6'-0" RIDGE FA RIDGE SHEAR ANCHOR H(2)18d P MA� 0? RIDGE COMMON NAILS 0 B'O C. SIDEWALL ENOWALL f• �� W 7O Q) i TNREAOEU ROD F U N D AT I O N PLAN (' • °- SHEAR WAI L CORNER CONNECTION G ,�. 4' U TYPICAL R DGE TO RARER STRAppI,y� TVPI.AL RID. BEAM TO arr R R APpIN. DOUBLE SCALE: n = '1-011 'T Z41 O in ANCHOR 4 `Q Ho' 057�95 KING,STUDS T��CORNER BRACKET A !� M ' BOLTS V FSS1011^�'LOWER SNEARWALL OF P CRIPPLE STUD SNEARWALL TO SNEAIlWALL Lu RAFTER HEADER SHEARWALL HOLD-DOWN DETAILS , V O RAFTER N.T.S. IV JACK STVD3t-mil TOP PLATE TOP PLATE Z WALL STUD °°'B` Oa8'PLYWOsA CM DE5fGN LOAD CALCULAT11ONS WALL STUD TYPIGA_i HFAO�R CONNECTION TYPICAL RAFTER TOWaLSTI_IDGONNFC710N I RNATNERAFTFRTOWA R .ONN CT10N MINIMUM UNIFORMLYDOTRIBUTED-LIVE LOADS Obd) z c� a WOOD HEAMP4 WOOD BEAM EXT'PRt>OP.$ALCONIE5 GO REFER TO FLOOR PI M �0 2ND.FLOOR WALL STUD • (2)2W JACK 51UD5 DEC F•.S 2'xG'KING 5TUD5 ?NO.FLOOR PLATE HEADER DETAIL (TYP TO BOTH 5'Dr.5) ATTIC y WITHOUT STORAGT' I WOOD JOIST SUBFLOOR NOT TO SCALE O I RIM BOARD ATTICS WITf�'JTt.�RAGF WOOD JOIST 40 6T BLOCKING JOIST HANGER DBL.2X6 TOP FLATS k0OM5(OTHMTHAN SLEEPING PbomB) 40 uJ IST.FLOOR TOP PLATES li ___ Tyr. t SLEEPING ROOMS 30 U GIRDERMFADER US O.CE.ed COMMON NAt AT FIELD AND 4-L9 06' O 1 WOOD GIRDER WOOD JOIST IST FLOOR WALL STUD EDGE5-REFER TO PLANS FOR OE51GUATED AREA5 .FBAMING FLUSH Z!Mi GIRDERMEADER AT EAM 2X6 A TIT IJG . RA JDISTFMNGDVERw000GIRDER 14)$ITALL CLIMATIC AND .GEC)GRAYt11G DESIGN CRITERIA 5UDG.C A BLDG.CORNERS TVPI?L i TI•crnRY-^-•,NFCTfON 2X6 WD 5TUD5 AT GROUND SFJOW LOAD 25 tiro I G,O.C.TYP. 1ST.FLOOR WALL STUD 1/2'COX EXTERIOR GRADE 13A51C%INDSPIEED •T 50 m PLYWOOD 5HEATHING i[y IST.FLOOR PLATE RIMT J015T A5 PER PLAN5 e �,••' p suBFOARRSElratvllC Dl viGN G�ATECOFY i3 WALL STUD WALL STUD RIM BOARD BOTTOM PLATE BOTTOM PLATE BATHTUB SUB FLOOR DOUBLE SILL PLATE WEATHERING I SL+,f Eta DOUBLE JOIST DOUBLE JOIST NAILING DETAIL(ELEVATION) f ROsT LINL DET'TH FOUNDATION WALL •�i"0" ROT To 5CALE TERMITE -MODLERATE TO HEAVY TYPICAL WALL STRAPPING DETAILS ICE BARRIER REQUIRPD YES DOUN E JOIST FOR 7ND R A BA m O(HLB F JOIST FOR NON-B A.RIN.W I I R IST.FLOOR TO FOUNDATION CONNECTIONS NOT TO 5CAlf 4 UNAUTHORIZED ALTERATION OR ADDITION TO THIS DRAWING AND RELATED DOCUMENT5 15 A VIOLATION OF SEC.7209 OF THE N.Y.S. EDUCATION LAW 0 I TRUSS PLACARDING REQUIRED C\j oom 4�0 N z co < Lu AP OV67D AS NIOTED '0,p DATE: .Ll� B.P.# 'OCCUPANCY OR DO ilks' , 4 17 PROCEED WI -H FEE:— USE IS UNLAWFUL 1�1. . 3 ONTI�- 3U8V:y NOTIFY BUILMliG NT AT '�OP FU 'ATION _0 C-Ai -5-1802 8k` TO THE f IAS 6 LEN APPROV8[ WITHOUT CERTIFICAT co, & ................................... �P 7C ........................................`,�Qhv\ ......................................... T; 3: FOLLOWING 1; I ':0UNDATION -0`"RED ---7:7 ��177F! 7 OF OCCUPANCY ............................... -OR POURE MOJI E �ga. r 11.0�m FRA�vfit,!'- L5 q 2. ROUGH T 4j� J. INSULATION >1 4. FINAL CO'f!S�Tr �� _.._-...._............... U—P-)N MUST -N F - 7- m K BE COMP LE 0. RETAIN STORM WATER RUNOFF Z m g 5r - T- - ALL CONSTRU-T',-',N,l SHALL MIEET THE 71 ..............................I - O ------------------ REQUI REMENTS OF THE CODES OF NEW All iighti g PURSUANT TO CHAPTER 236 -------- YORK STATE. NOT RESPONSIBLE FOR OF THE TOWN CODE. install ed, rePlaced or u .............................. ............. ...... DESIGN OR CONSTRUCTION ERRORS. ................................................... .......... ..................... #� �% Mpaired shall con forM y 1 V11 to Ch aptcr 172 > E z EE H H --u PL UMBER CER TIFICA T Iti"�`I T_ " 1 of the Town Code ION j 'f, ON LEAD E IV C) w TOTBEFORE L C) COMPLY WITH ALL CODES OF is CER TIFICA OFCqUPA NC),,, NEW YORK STATE & TOWN CODES SOLDER USED IN AS FiEQIIIr F ) AND C 0 N D I T 0 NS OF SUPPL PYL SI'L YS TMWATER ATER Mkc' v,--: !OtCA00TEXCEEDO anc-, I%LEAD FRONT ELEVATION testi 1.1 , I 0 or LLJ (S) ALL PL[0,0,1r,'C,ftStt� Must T 1 ,jro,4(j- 111atua 0 &VVATER LINES N"FI) T- EEFORE i7,fld S as p--r E 1.E CTR;1-.`�'A I- C,OVERINO J C�r-1 I 1011'��l p-.?7--rI,!Ij*71 r-I') NYS Energy C( 110 < LID Uz C) 0 Lu 0 00- 0 11 11 11 h 11 11 IL- 11 11 11 -7 11 n 0) Ln L? Lu LU t1L N o FRONT ELEVATION YARD SIDE ELEVATION SCALE: -b I ,-o,, 4 SCALE: -b, I ,-o,, m 4 Lu 0 4 V92 0 BUILDINGDEPT kp OA 0. 0 70915 'p 0FESSIOVAN*- UNAUTHOPIZED ALTERATION OR ADDITION TO THIS DRAWING AND RELATED DOCUMENTS 15 A VIOLATION Of SEC. 7209 Of THE N.Y.S. EDUCATION LAW N cn � O N Oz' LVL RIDGE; ARCHITECTURAL ASPHALT z co 51MF5ON C520 ROOFING WITH 1 5# FELT L N CONNECTOR(TYP. ALL) OVER 8" CDX PLYWOOD w Q WITH ICE � WEATHER SHIELD z o @ PERIMETERS f. VALLEYS w U Q 10 12 \ OG C) N o E�l BOLT ALL CJ TO RR w/ 2- z" CB I 51MP50N H7 CONNECTOR x6 FASCIA, CENTER L BEADED VENTED VINYL N 2x I O CJ/CT @ I G" OC SOFFIT; G" OVERHANGS E ...................................._....................... ...._..,........ - ..... _ '............................._....FF ......_. ................ .......... ,_.'...N.. ... r 2x4 STUD FRAME EXTERIOR 1 ` 2- 2x8 HEADERS ABOVE WALL @ 16 O.C. w/ R-15 I I co t WINDOW UNITS; 75 z sz INSULATION, 8" CDX PLYWOOD 1 1 !- I C520 5TRAPPING N SHEATHING, HOUSE WRAP SIDING f Ncz AS SELECTED; z" GYPSUM BOARD ON INTERIOR OF WALLS > O 2- 2x4 ACQ SILL PLATE E z N OVER TERMITE SHIELD 4 POURE GNCR E 51Jd5 OVER SILL SEAL; C) O ON COMPAC �Uti�IIrL ITH c� PROVIDE 51MP50N C520 ✓ s 4 O W/ LPT4 CONNECTORS W.W.M. 6,X., / I O X I U) GAUGE WIRE Q C) e" DIAMETER ANCHOR BOLTS BACK ELEVATION W/7" MIN. DEPTH @ 48" O.C. UNEXCAVATED W/MIN. 3"X3"xL' WASHER @ PLATE m SCALE: 4" = I '-O" 8" POURED CONCRETE FOUNDATION WALL W/ ILJ 1'-4"X 8" d. FTG.; PROV. 2-#4 REBAR IN FOOTING (TYPICAL ALL AREAS) Lu O U = `NOTE: CONCRETE SHALL BE PG = 3,500 PSI @ 28 DAYS DU I LDI NG 5ECTION "All Q z FOOTINGS SHALL BEAR ON UNDISTURBED 5 BEARING CAPACITT)(gALE: !" = 1 '-0" c� O 1 .5 TONS PER SQUARE FOOT UJ ~ O � O p-- IW U Q 1' L RIDGE; SI C520 CON R(TYP. ALL) O J015T5 TO FINISH I x2 CEDAR TRELLIS 12 ON WALL UNDER @ I G" OC ON FLAT \ � 10 GARAGE SOFFIT �- 2x6 CEDAR PERGOLA + JOISTS @ I G" OC 2x8 CJ/C @ I G" OC PROVIDE SWIRL END DETAIL TO MATCH U-J z sz GIRDER D-- O I xG FASCIA, CENTER C2- 2x8 CEDAR GIRDER BEADED VENTED VINYL 5CFFIT; 1 2" OVERHANGS FLANKING POSTS � BOLT THRU �0 POWDER RM a ENTRY PROVIDE SWIRL END DETAIL LLJILL- APPROX. 8'-I" +/- HEADER roLu TO ACQ LEDGER BOLTED FRAMING w/ 5" "LEDGERLO HEIGHT ABOVE GRADE/PATIO N } TO K' `� 2x4 STUD FRAME EXTERIOR SCREWS @ 16"OC; HANG DJ WALL @ I G" O.G. w/ 5' CDX FROM LEDGER w/TECOS PLYWOOD SHEATHING, WRAP 4" PLYWOOD 4"xG CEDAR DECKING �L SLIDING AS SELECTED; z" GYP SUBFLOOR J 1114U �I G NT SIDE ELEVATION BCARD ON INTERIOR OF WALLS 2x6 ACQ 16" PROV. H4 CONNECTOR z � 2xG FJ @ I G"OC SCALE: 4" = I '-0" 2- 2x8 ACQ GIRDER o BOLTED THRU POST W/ 4 GxG CEDAR POSTS ANCHORED TO FOOTINGS (2) -z" CARRIAGE BOLT5 — PROVIDE BASE TRIM DETAIL w 4" POURED CONCRETE SLAB u ON COMPACTED FILL o SIMPSON ABU44 CONNECTOR(TYP) �EV4 '�- GxG ACQ POSTS ON 12" �P 5ONOTUBE w/ POUREDCONCRETE FOOTINGDUILDING 5ECTION "D" TYPICALODECCK FOOTINGS � SCALE: 4" = I '-0" �2s 5 \=w FO ° 05709 �� AROFES S 10TV, 2 UNAUTHORIZED ALTERATION OR ADDITION TO TH15 DRAWING AND RELATED DOCUMENTS 15 A VIOLATION OF SEC, 7200 OF THE N.Y.S. EDUCATION LAW Q N � 4 O O N O z O N I G'-O" lL Q 0j c - - _ 4'_0° 9'_G�� Ui. z LLJ 3'_4"_ W li._i QQ J 11� oCUQ � _O" OL TOWELS 2x8 411 SECTION 30 G' yJW R B DECK PO o 28G8 2 R N 0 L THEP RU @ 16" C. 2 8 OPENING =I'- WALL LEGEND: ROOF NOTES: GxG CEDAR POSTS 9,_8, ° NEW CONSTRUCTION • GAF ARCHITECTURAL ASPHALT ROOF SHINGLE OVER ANCHORED TO FOOTINGS 8, 10„ j' ENTIRE ROOF AREA. 1 5# FELT OVER g" CDX PLYWOOD 73 o 2"X 4" STUD FRAME EXTERIOR WALLS, SHEATHING WITH ICE t WEATHER SHIELD AT ALL PERIMETERS R-1 5 GATT INSULATION, 8" PLYWOOD AND VALLEYS. 2x I 0 CJ CT SHEATHING ON EXTERIOR, HOUSE WRAP = s/ I • ALL OVER HANG DIMENSIONS ARE AS INDICATED; , o t 51DING AS SELECTED; GYPSUM BOARD I x6 FASCIA AND VENTED, VINYL BEADED SOFFITS. O 6' > O se 13L ON INTERIOR SIDE . I O:12 PITCH OVER ALL ROOF AREAS E z N B 2"X 4" INTERIOR STUD PARTITION, 2- 2x8 CEDAR GIRDER 2x8 RR 77T w/ I LAYER7" GYPSUM BOARD ON EACH RUNOFF NOTE: o GARAGE @ I GII O.C. SIDE; USE M015TURE/MOLD RESISTANT , O FLANKING POSTS t BOARD IN BATH * USE CEMENT BOARD GUTTERS CONTINUOUSLY AROUND; LEADER LOCATIONS �_ L O BOLTED THRU AS PER INSTALLER- ALL LEADERS DRAIN TO 4" O PVC Q cn PROVIDE SWIRL END ON ALL AREAS TO RECEIVE TILE PIPE TO NEW DKYWELL5. DETAIL • CONSTRUCT 8'-0" WALL PLATE HEIGHT THROUGH BATH SECTION. 2x6 CEDAR PERGOLA o 0 • GARAGE AREA TO HAVE DOUBLE SILL PLATE * 9' PRECUT WALL FRAME. RUNOFF CALCULATIONS: JOISTS @ I G" OC C9 OPEN PE OLA N ALL WINDOWS TO RECEIVE 2- 2x8 HEADERS ABOVE, OR AS SHOWN; 5 19 x . I G7 x 7.5 = G50 gallons of runoff PROVIDE SWIRL END MULTIPLE UNITS TO BE FACTORY MULLED, UNLESS OTHERWISE NOTED. @ (1) 1 '-0" x 8'-0" 0 capacity = 300 gallons LU D ETAIL O MATCH G50/ 300 = 2. 1 GIRDER __j 6'-8 4" WINDOW HEADER HEIGHTS AS FRAMED ABOVE 5UBFLOOR OF Runoff Containment Requires: BACK SECTION AND SHOULD ALIGN THRU OUT. " '- =,N (I) 2 0 deep x 8 0 0 ring OR equal lLJ 0 I x2 CEDAR TRELLIS 1x 16" OC ON FLAT 6) • ANDERSEN 400 SERIES PRE-FINISHED WINDOWS, WHITE EXTERIORS, (provides 600 total capacity) U = WHITE INTERIORS * BETWEEN THE GLA55 GRILLS, STYLE AS SHOWN ON ; W ELEVATIONS $ ON WINDOW SCHEDULE. • ALL DOOR/WINDOW UNITS TO HAVE 2- 2x8 HEADERS UNLESS OTHERWISE (3 z NOTE: CALLED OUT ON PLAN; OVERHEAD DOOR HEADER AS INDICATED. r) O PROVIDE WIRING O OVERH AD ILL ~ GARAGE DOOR O bZ MANUFACTURER SECTION IN ACCORDANCE I THE A O 2x6 CEDAR LEDGER RESIDENTIAL ELE 8'-0" DOOR w/ BOLTED TO GARAGE OF NEW YORK STATE 2- 9 7' LVL HEADER ABOVE LI C520 STRAPPING r ne ed by: ESchac t-Weh ftwxi a �E 0 .NEw U ` �P r U A21 C`c�r�Ip�MIrCertificate 1.Mq� DAP Q 13'-2"t R.ABOVE 5LAB 70 A 7k II GARAGE PLAN tstr d.liar Yams A ° SCALE. 4 — I -0 0A* Ilyw %%*_f t0V RoF P�- iT) View Ccnabur EssioN jAr4on2 a AM& 4% i LU �sxt��tt k5wr>r��ia�c�ta.: �S.art�''er , Fj LL. N lkrsts� `r' 4"O ROOF in ROOF U Chrt�tae+ ii*mt*rTkm Codit %bxImum4* 0 �Tawrl.^11113>� Madm"51MW 4A9 ftwSW= C,3A LL it PaY3�h6�T'pcxa#xR GENERAL NOTES: arar�ri.�u�edpilir �xxwU Ax ItitivHle �b%UAL, cA • The information on this set of construction documents is to relate basic design z intent and framing details. They are Intended as a construction aid, not as a o substitute for generally accepted good building practice and are in compliance with TH I ErweloyeAssr—moil' S current 2020 New York State Building Codes and the 2016 IRC. The general contractor U s responsible for providmg standard construction details and procedures to ensure a 13" z professionally fml5hed, structurally sound and weatherproof completed product. F.A.I. 1 1/4 1 112 011"W R0 bF', .swB't AS 42'$ atl 44 eJm a's 1.4 • General contractor to coordinate all subcontractors, scheduling of work and k6'Al.4ts ,m1 3" L interaction between trades. • The contractor is responsible for ensuring that all work and construction meets or exceeds current federal, state and local codes, ordmances and regulations, etc. ` Fea �� ; w These codes are to be considered as part of the specifications for this building FIRST FLOOR x �� u plan. /4 3 E _ Wvod tow i(r ; '29- 27LO 7$•0 M3 I�.>I147 to _20 o • If in the course of construction, a condition exists which disagrees with that as � , + t ��Sea oat !atq�'A indicated on these drawings, the contractor shall stop work and notify the designer r r.== W 10411 &Vgftd bl c~ c 11KC+ xtft the en sneer immediate) Should he fail to follow this procedure and continue work, C.CJ — TO5UFFOLK COUNTY DEFT.OF z�a*� a tow� ,k. 9 Y p HEALTH SERVICES APPROVED he shall assume all responsibility and liability arising therefrom. 4"C.I. SEPTIC LINE. • Dimen510n5 take precedent over scale- DO NOT SCALE DRAWINGS. CRAWL • The designer has not been engaged for construction supervision and assumes no responsibility for construction coordinating with these plans, nor responsibility for SLOPE' 1/4" PER FOOT PITCH TO DRAIN construction means, methods, technIC[Ue5, 5eoiuence5 or proceedure5 or for saftey precautions and programs in connection with the work indicated. There are no warranties for a specific use expressed or implied in the use of these plans. • Contractor to provide hardwired smoke detectors, with battery back up, and with no intervening switches, on all floors and in each bedroom. Verify with local code :Fin p a&, � �; 01110 reoiuirements as per Section R3 17 New York State Residential Construciton Code. WM girwIlv. PBgs Ice 9 Install carbon monoxide detectors as per code. 3 UNAUTHORIZED ALTERATION OR ADDITION TO TH15 DRAWING AND RELATED DOCUMENTS 15 A VIOLATION OF SEC. 7209 OF THE N.Y.S. EDUCATION LAW NAILING SCHEDULE. ............... .___._ _....._.............__.__.__..... _.__..............._..._ 2"l I8 W0015 ME CONSTRUCTION MANUAL W -U NA _O N N `:.e... m _....a.,` ..�.:..::��.•:> ..>..o.>,....,�..".�.....-; ..< .. �•cep�v\��r:.:. R{Uts1C :: . r.. RAFTER TO TOP PLATE =TOE NAILED 5'-0"WALL 3-ad PER RAFTER 10'-O'IVALL:3-8d PER RAFTER Z W CEIL114GJOI�TTOTO.......... _...,...... _.........................— __.__....._...._......-........_...._...._..._..................._...._..... ._...._................_._._..._._..__._._.....—_ __..____._..._—...__..__..-.____ _ __.__ _ t 9-0-WALL-4-8d PERJOI5T < ~ Q CEILING JO15T TO PARALLEL RAFTER I FACE NAILED 5EE TADLE.3..7 EACH LAP C) U) � C) __...._._......._..__..._ ........_........._...__.._...__._ _......._..._...............-...._.. ___.___._.._............_.._......_...__...._........_... ___-. _....._.._._....__...._..__..------..�_ 24" ACQ LEDGER BOLTED CEILRIGJ015T LAPS OUER.PARTITIONS !FACE NAILED - -5EETABLE8.7„ _._..-__ EACH LAP TO GARAGE FRAME H 5" COLLARTIETO RAFTER tPACE NAILED _........_...._SEETAI3LE 3 PER T_,E _--.___..___._....._. _____:._....... .._... ._. ..__...._..._._.__._.__ "LEDGERLOK" SC EWS @ I G" O.C.; BLOCKING TO RAFTER ?TOE NAILED 2-8d EACH END D TO _..w......_... .M. . r � �EF4_._...............�.D � � �....���r... _� ....�m......�r.....r.. HANG D.J. FROM LEDGER WITH R:tv1 BOARD TO RAFTER I EfdD NAILED �-€6J EACH END -_------._.._—_ _ — �.. _ S 1 M PSO N LU 2 9 6 16 8 N E TOR - - I N 4'-0" L AliPRAMFt�c777 TOP PLATE TO TOP PLATE FACE NAILED 2-t&d PER 1100T , TOP PLATES AT INTERSECTIONS — FACE NAILED — — 4-FGJ JOINTS-EACH SIDE 3'_3" '.• 3G" ACCES ......_._............ —____.,..__...._.....___.._..._.._ —.__.----._—.__..._._._----.— .._..--___-.._..___.._._....._...- -- --- STUD TO 5TUD }FACE NAILED 2-€.... - - --..............__..._._.._.._........_... ......_._.. ----------- HEADER TO HEADER I FACE NAI LLD i 6d I C'L.R'C ALONG EDGE5 6 ACID DJ E -----...__..._....._..__.._____------_.__......._..._......_...-_._-____- __.—_r_ _. -----_—,_--..__.-_.__.._.__.._____._._.....__........ .,— — _ T0F GR HOTTOhA PLATE TO STUD FED NAILED 2-1 Gd PER 2X4 STUD _a 8-16J 2X6 STUD I G" OC VENT AS PE I A-I Ea) PER 2X8 STUD n CODE BOTTOM FLATS TO FLOOR J015T, BANDJO€5T,END_JOIST.ORBLOCKING FACENAI= 2-1CJ PER.FOOT LGUM2G-2-5D5 x Lu N @) 0 ' � N CLI FI, QK FRAMING : C7 3 J0I5T TO SILL,TOF PLATE,OR GIRDER 'TOE NAILED 4-8J PER J015T O BRIDGING TO JOfST . ENE) ..... _ _....._ . _.___._......._.....__..___......__ _..._.._.._. BLOLKiPJG TO J0f5T --- _ __.._._._.___ —_-.—.. — _ LTOE tdAf 2 J EACH N BLOCKING t slt c iz r P PLATE IT TOE NAILED -11�J EACH BLOCK 8'-l0" FOUNDATION WALL LEGEND: j E z N LED GERSTRIP TO BEAM FACE NAILED 3-16J EACH 30 5T _..._- __..._.._... ......___.._........_._..__.....------_.__....._.._...._...�__ _. .........._..__-._____.. --_— — JGISf_e...... ...... nfi ....................__..............__. 'T+ ErJAILEI� a� PIRJCv T PROVIDE SIMPSON PHD5 _ _..__............................... ..................._.............. .._........._........................ ....._......_.........._._..___._..._._ _..............._...-_...... BAtJQJOI5TTOJ015T _........ ........ ENRNAILED..................................................................3 €Cd PERJOI5T HOLDDOWN (TYP. 2) •: ._ -�— 8" POURED CONCRETE FOUNDATION WALL (a BANDJ015TTO5RLOR.TOPPLATE TOE NAILED 2-ICd PERFcrc3r� __.. � ANCHORS AT ALL CORNERS WITH KEYWAY� I'-4"X 8" FOOTING; PROVIDE � N � p .._�.u.......�..........�._.......�....._.�..........__....�..�..m.............�.�.�.�.�,,.__._._...m.................,.ww...�..�..�.. ..�._�..�...�....�._..._....�...,.�..�.._... THROUGHOUT W FOOTING DEPTH Q � O Rt?C3F 5HI A IPSC, 2-#4 REBAR WITHIN FOOTING. p \ ........ ......... MINIMUM 3' 0" BELOW GRADE ,4, 4'PERIN4ETER EDGE ZONE-\16'OTC-.O"AT PANEL EDGE5 SECTION a" DIAMETER ANCHOR BOLTS STRUCTURAL PAHEL5 8d AND AT INTERLIEL'IATE 5L3PPORT51N THE PAN..L FIELD13 ..............................................;......................................_.. ................ ....................... ... ......................... w/7" MIN. DEPTH @ 48R O.C. tR#TERt';1 R ZONE- 16"Or,-C$AT PANEL ETjf E5 AND F 2°AT 841 INTERn4EVIATE5U'FPORT8iINTHE PANEL FIELD w/ MIN. 3"x3"xg"WASHER @PLATE FOR ROOF SHEATHING tR+1THIM 4"-O'OF THE PERAIETER EDGE OF THE ROOF,INCLUDING 4•-Oa ON EACH SIDE OF TH E ROOF PEAK,THE 4`-O»PERWIETEK N EDGE ZONE ATTACHMENT REOIUIREMENT5 SHALL.BE USED. ............................................_.... f Lu a N T I " n "GE LING A P�Nth L;YP5L1M�b�ALLEOARD ........... . .._........... ...�d CG... 6 X G POST ON 12 � OLER5 7°EDGE I tS FIELD 1 _...._......................................................._.........................................................__.._...__.. ..__......._....................................................._.._....................................................... .. .................._...................._.........�_.......-_.._.....__.......................................................... SONOTUBE W POURED ,. / GARAGE Lu O CONCRETE FOOTING iNAL t. HEATfIt13Cx \.,:. a ;. 0 _:'; 5TRUCTURAL,PANELS I Iqa Gatv,RXAI",gnsil �0"X 20"X 8 d. 4 POURED CONCRETE SLAB � Q I T2 3"EDGE f 6'F}ELI? m F T CONTINUE P ON COMPACTED FIL WITH # SiI. 716 OS S GO E U AS L N 2 �'T,.7G / "head _..... .._......_._........._........................................................................ FRAME OF PERGOLA - W.W.M. G X G/ I O X 10 Q ll-I 25/32- 1 I cJa,Ualir,R>•?;>£InrJ!hall a>EDGE)&"FIELD z t.F 2'xl.75L.x,318"head) ALL AREAS GAUGE WIRE P � _�. ....�.._.�... ..�..__.��..�w..�..�.�.�:..��.._._._. ,..._......�...u__��___ ..�.�......._................. w.......................... .,�,..._ ..�..�.._. _�F3E APDPANEL3... .......: .............._.........._..:..._.......... . _. .... . WITHIN GARAGE) O Cd 3EDGE1C`FIELD � O_ .................. .........---............_............... _.................._...............zes � Bd 3°BRC l6"FIELD __......._............ ............... LLLu _ GYPSUM ..._... WALLBOARD 50 COOLER5 7.EDGE f 1 tl'FIELD _ (f .___........................................____................................................................._-.-------.._..................................._....._ ........._.............._....._........._......................._..................._.. .. ......._._.........._...._..._._._ _....................................................._..._.................. .. . N A IDGE ZON - 16"cat CAT PANEL EDGE5 AND F 2"AT HARDBOARD 5d INTERt M ATE SUPPORTS IN THE PANEL FIELD a a (L t i • ....................._....................................__.._._,..__....__............_........_...........__...__-___. ._...._.-............_..._.........._--.__.__-................................._..............._......._....................._..........._...................._. O imTFFigR.zaN Sd iNTERn4EDIATE 5UPFOKT5IN THE PANEL FIELD AND t 2 A ..,y.,.,........�...•e.... ».....,w.<,. e��or.,.., e\ ....,,<..�e.:....a.... �.h;ooe�Y�.00c�*.,;.,......_ s ... .... O E N T Ll__I STR.UCTU'R 4L PANELS- 1'GR LESS 9J C'EDGE f€?"FIELD ` U _...... _.. .......-.._................_.........-._........__........................................__...........__.........._. Q ` El Nwhng re prements are}case l on wall sbe-ANnzJ nadeA C Inchus O,G.at the rand eCile. Jf wall sheathing is wile)3 inches O.C..attlle panel sdge toobtarn Maher shear caps Ipes,na+lma�re�ulrena nts#r sin+ctural�r�mb-rsshall lac Jca bte�,rar al SECTION 4 _._.. A ' When wall sheathlnj Is ccmtmucus m+er eannecteJ mcr*crs,thetakxJlat d number cF nabs sYdll k^e perm/tta4 to be reduced to J-I CJ nall per HTT SERIES LOWER FOUNDATION WALL v HOLDDOWN HEIGHT AT DOOR OPENING o' o CONSTRUCTION DETAILS & WIND LOAD PATH CONNECTION DETAILS F W PROVIDE 1/2"SPACINGBETWEEN THE END STUD 3'-�2"4 I O'-3" 2'-I CIVp" GJ,�P�E �^O AND THE 2 OTHER STUDS 94PTS SHEARWALL fJ Mq NOTCHED RAFTER FORAHOLDDOWN INSTALLATION WING CONNECT CORNER STUD CORNER BRACKET ' l RAFTER ANCHOR TO TRANSFER SHEAR RIDGE FASTEN WITH(2)16d , W RIDGE COMMON NAILS 6'O.C. SIDEWALL ENDWALL THREADED ROD FOUNDATION PLAN r�.. -� °� Un SHEAR WALL QORN R .ONN CTION �' O k DOUBLE PLATE SCALE: 4" = 1 I-OIL � � �`�\ 0 TYPICAL RIDGE TO RAFTER STRAPPING TVPIGAL RIDGE BEAM TO RAFTER STRAPPING D IO \ a/ ANCHOR KING STUDS CORNER BRACKET c „ 1 BOLTS S I Q� LOWER SHEARWALL CRIPPLE STUD SHEARWALL TO SHEARWALL Lu } RAFTER HEADER SHEARWALL HOLD-DOWN DETAILS N.T S. RAFTER JACK STUDS i 3 N TOP PLATE Z DOUBLE TOP PLATE DC^t i 't LOAD D�y a�+��AL Lr yCy���}t ��y- O�-yN�r��++. / O� TOP PLATE V �I�?IVS...11it./ i.�f'l i,,.c„�LA Ld'11 I4J1YJ )L WALL STUD 3/8'PLYWOOD SPACER WALL STUD TYPICAL HEADER CONNECTION U I21Q&RAFT RTO WALL STD CONNECTION _ALTERNATIVE RAFTER TO WALL STUD CONNECTION MINIMUM UNIFORMLY DISTRIBUTED LIVE ILOAD5 EXTEMOR SALCC�NI 5 co ' REFER TO FLOOR PLAN BEAM DECKS 40 2ND.FLOOR WALL STUD (2)2"a6"JACK 5TUD5 -'\ 2'.G"KING STUDS Aj i IC5�A I^I�HQUT STORAGE I a u HEADED DETAIL (TYP TO BOTH SIDES) yT 2ND.FLOOR PLATE FLOOR NOT TO SCALE ATTICS V0TH STORAGE 40 WOOD JOISTI WOOD JOIST RIM BOARDROOMS fCTHERTHAN SLEEPING t\t'�C7IV5) 4C lU BLOCKING JOIST HANGER DBL.2XG TOP PLATE l 1 t7 J 1ST.FLOOR TOP PLATES ___ � 5JI.EEP1NG MOMS GIRDERMEADER USE 5,1 COMMON NAILS @ G" WOOD GIRDER WOOD JOIST 1ST FLOOR WALL STUD O.C.AT FIELD AND 4"@ Y EDGES-REFER TO PLANS FOR DE51GNATED AREAS # �} -�^t,ra y���y^� �vr y�rp r.�{..� �•. },� I i y,� CRITERIA 2XGEAM AT TYP. C}�IMA IC�#1iVO GEOG A 1 IC 1!F✓IGIV CRITERIA AT SEAM AT ALL JOIST FRAMING OVER WOOD GIRDER JOIST FRAMING FLUSH WITH GIRDERM1IEADER BLDG.CORNERS TYPI.ALM ILTI TORY ONN -TION 2XG WO STUDS AT GROUND$NOW L �}V �5 !b6 G"O.C.TYP. pp__ 1ST.FLOOR WALL STUD 12"COX EXTERIOR GRADE F3A C NL ,.F'.+I I� ,I So MO, , PLYWOOD SHEATHING 1ST.FLOOR PLATE — TW. C.7 >oy o SUBFLATE RIM JOIST A5 PER PLANS SEISMIC pESIGN tATE66RY` WALL STUD WALL STUD RIM BOARD Mmt BOTTOM PLATE BOTTOM PLATE wr-ATt`EWNC ' BATHTUB SUB FLOOR DOUBLE SILL PLATE NAILING DETAIL(ELEVATION) LINE DEPTH JOIST DOUBLE JOIST •c'�i'-(�" FOUNDATION WALL Nor TO 5CALE TERl;,rIrrE "I>r1C DEBATE TCa HEAVY TYPICAL WALL STRAPPING DETAILS ICE BARRIER REQUIKED YES DOUBLE JOIST FOR UNDER A BATHTUB DOUBLE JOIST FOR NON-BrARING WALLS OUNDATION CONNECTION$ NOT TO SCALE UNAUTHORIZED ALTERATION OR ADDITION TO THIS DRAWING AND RELATED DOCUMENTS 15 A VIOLATION OF SEC. 7209 OF THE N.Y.S. EDUCATION LAW