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HomeMy WebLinkAbout48520-Z ��oS�FFOI Town of Southold 9/24/2023 o P.O.Box 1179 �t 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 44584 Date: 9/24/2023 THIS CERTIFIES that the building ACCESSORY GARAGE Location of Property: 150 Hillcrest Dr, Orient SCTM#: 473889 Sec/Block/Lot: 13.-2-8.32 - Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 9/22/2022 pursuant to which Building Permit No. 48520 dated 11/21/2022 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: accessoKy garage with storage above as applied for. The certificate is issued to Costa Family Trt 2017 of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 48520 8/8/2023 PLUMBERS CERTIFICATION DATED Aulho ze Signature �o�SUFF0.1Ir TOWN OF SOUTHOLD BUILDING DEPARTMENT x TOWN CLERK'S OFFICE Wo • 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#: 48520 Date: 11/21/2022 Permission is hereby granted to: Costa Family Trt 2017 21-66 45th St Astoria, NY 11105 To: construct accessory garage as applied for. At premises located at: 150 Hillcrest Dr, Orient SCTM #473889 Sec/Block/Lot# 13.-2-8.32 Pursuant to application dated 9/22/2022 and approved by the Building Inspector. To expire on 5/22/2024. Fees: ACCESSORY $464.00 CO-ACCESSORY BUILDING $50.00 Total: $514.00 Building Inspector �� apF SOUIy # TOWN OF SOUTHOLD BUILDING DEPT. `ycourm,��' 631-765-1802 INSPECTION [ FOUNDATION 1 STArt- ��'�- [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] ' FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: DrWY\J VUVB G� DATE 1413 IV INSPECTOR Of SOUjyolo # # TOWN OF SOUTHOLD BUILDING DEPT. co 631-765-1802 INSPECTION [ FOUNDATION 1 ST S� [ ] ROUGH PLBG. [ ] UNDATION 2ND [ ] INSULATION/CAULKING [ FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATIO [ ] PRE C/O [ ] R TAL REMARKS: ] l DATE lG INSPECTO qwk OF sOUT5O ��Wcre-5 � Or-('Je �O�ayO� / f # TOWN OF SOUTHOLD BUILDING DEPT. IOU 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: i l e(lr l c Cxv- DATE 619'71o?3 INSPECTOR I -v o��0f SOUTyO - # # TOWN OF SOUTHOLD BUILDING DEPT. °`ycouNr+�F'' 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] SULATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL. [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ PRE C/O [ ] RENTAL REMARKS: I /k� S O n . Ak�� Lam DATE �y INSPECTOR SDUryolo Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 Q Jamesh(cDsoutholdtownny.gov Southold,NY 11971-0959 Q a �yCDUNTV,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Costa Address: 150 Hillcrest Drive city:Orient st: New York zip: 11957 Building Permit#: 48520 Section: 13 Block: 2 Lot: 8.32 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Primary Electical Electrician: Christopher Schaefer License No: 58071-ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Commerical Outdoor X 1st Floor Pool New X Renovation 2nd Floor Hot Tub Addition Survey Attic Garage X INVENTORY Service 1 ph Heat Duplec Recpt Ceiling Fixtures 13 Bath Exhaust Fan Service 3 ph Hot Water GFCI Recpt 1 1 Wall Fixtures Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures CO2 Detectors Sub Panel 100 A/C Blower Range Recpt Ceiling Fan Combo Smoke/CO Transfer Switch UC Lights Dryer Recpt Emergency StrobeHeat Detectors Disconnect Switches g 4'LED Exit Fixtures Sump Pump Other Equipment: 100 amp sub panel 24 space 7 used Notes: GARAGE Inspector Signature: Date: August 8, 2023 150 hillcrest dr D EcEC WE S E P 1 8 2023 Building Department Town of Southold Ift i 1 . �1 i . 1 1 rrrii IK WL 1 ` y ar s - r I' f}i r I• �' I s i tt i t JJJ/ .O I � I i III I J a � Y�—moi ny_• IL I OMEN. �4 w„ !� i ell f j� r o I I .r i w • .s a 4 W i 4 � a w Iy ►"fY I, +1 ^ f7ic r A «1� r� i V N '`a a l _ o n Z � p v i _ r A O 2 O Pro ►C a + � Y ' G j: ri ------ ---------------- mn.$as8c�.� O dm"m S °gaIF�m$a � m PmtH U rn --------------- _ ---------------0, 3m`=mo`m m�3mo�g$a =m . a •` N N J-------------- ---------------' _ �AP3 0iA � .$�a� $ "�,z x cD sa 36 r =mam m Qa JTZ So_ m O c $ 8 lo aElf jr ^vy m Z . c 00 - - == --_--- mv+ m . •. . . �i 0-------- --------------- & r c $�-aO _ Ea m o a �o- M. a - x a - w _ -1} 8 8 o n m S�GrL L� �\}1�,q r a vva n� m _ n am �zm o c � 9'2 �yu m y $ 4 E m S p Z a 0 k$ Sem =D3�� 3� 0 _ 9m B mA n3$ 3 3 8 $ 'a N FIELD INSPECTION REPORT DATE COMMENTS -Ov,� vs 11 FOUNDATION (IST) ut --------------------------------------- @ V1 . Q n c FOUNDATION (2ND) ROUGH FRAMING& PLUMBING C' ti Vu r INSULATION PER N.Y. STATE ENERGY CODE p FINAL ADDITIONAL COMMENTS oma' lo3J s as a� ,3 5 - s enQ s aP-e a�h` S v 6-• l • 23 ��c-fyi It f j rf :: Q- ' m c• oaf CI � z _ x e b oo°�roo� TOWN OF SOUTHOLD-BUILDING DEPARTMENT ys Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax (631) 765-9502 haps://www.southoldtomm.gov Date Received APPLICATION FOR BUILDING PERMIT I it I� II 111] \ For Office Use Only 1 PERMIT NO. Building Inspector: ! ' SSP 2 22522 Applications and forms must be filled out in their entirety. Incomplete IILID I" applications will not be accepted. Where the Applicant is.not,the owner,an Owner's Authorization form(Page 2)shall be completed. Date: 9 (� Z Z- OWNERS)OF PROPERTY: Name: SCTM#1000-5 FF1Gh(L U T ©.( ��j _ b Z _ 8632 Project Address: 150 F :� 1— Pd 1NT- ` tl q.7 Phone#: cd f 4 v 4- Email: ?--Q UACQ A0L- com Mailing Address: PO IJdX 1t OP. 6�-WT FDO/NT" )\L X. I CONTACT PERSON: Name: -D- T -be 51 n7—FD vv>—Fh-CarU Mailing Address: I(-e 5 6 F O -ljW AV A-1!1; `- j1 R-OO (�• 1� --7 Phone#: § 3 _5�-7 3 C�/ Email: 'rmrPFo OTrPQ.-3 (spif-(om DESIGN PROFESSIONAL INFORMATION: Name: V, N LO T L g_ Mailing Address: L N Phone#: a� _ 5-to-7 ->0` Email: AU&NZ"Ll ILS to &M4k4 -a CT. W CONTRACTOR INFORMATION: Name: 1 Mailing Address: 23 CAf-4 /A � Phone#: •. l `_'�7� Email: (9 DES CR ION OF PROPOSED CONSTRUCTION ew Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ 4r) 0 Will the lot be re-graded? ❑Yes N<0 Will excess fill be removed from premises? es ❑No ?R ODD�2F . )z CAR �a�c�.r�a� G�AP��� (,o I TN- 57Z�i�G� ��c�V�,— �f o ctfa P0 1p�1 PROPERTY INFORMATION Existing use of property: Intended use of property: AF-14m 10 �F_sl >IGNTrfI � vv�r� R�sI I� � Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to f _So this property? ❑Yes Ao IF YES, PROVIDE A COPY. Check Box After Reading: The owner/contractor/ is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Application Submitted By(print name : AA S aS�� ❑Authorized Agent 01/owner Signature of Applicant: Date: 9/9 y/�a STATE OF NEW YORK) SS: COUNTY OF I'h0 IMGLS �65 �— being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the Obj pJ (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 men this _I 2+day of Notary Public DENISE ANN TRIFARO PROPERTY OWNER AUTHORIZATION NOTARY PUBLIC-STATE OF NEW YORK (Where the applicant is not the owner) No. DITR6181817 Qualified In Suffolk County My Commission Expires February 11, 201' I, r/10 On ff5 C0`5`rte residing at j °1S '7 do hereby authorize "D—IT t)P5L 3r1 Z—rr'l -frAro to apply on my behalf to the o o Building Department for approval as described herein. � Z Owner's Signature Date Print Owner's Name 2 �ogUFFO(,C4o BUILDING DEPARTMENT- Electrical Inspector �O Gy`y TOWN OF SOUTHOLD o x Town Hall Annex- 54375 Main Road -PO Box 1179 ^ ' Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 rogerrasoutholdtownny.gov - seand(a-southoldtownny.goy APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date:' , SZ-3//2-3 Company Name: Electrician's Name: License No.: S-go 7/ lq Elec. email: Elec. Phone No: 63/ (5 2 -7.z/7Z&F-1 I request an email copy of Certificate of Compliance Elec. Address.: o 13wx `/S 112ge JOB SITE INFORMATION (All Information Required) Name: C05-�OL Address: /50 /1i//c.-,s-;4 Cross Street: Phone No.: Bldg.Permit#: 6;?-0 email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Square Footage: Circle All That Apply: Is job ready for inspection?: ❑ YES Z NO ❑Rough In ❑ Final Do you need a Temp Certificate?: ❑ YES NO Issued On Temp Information: (All information required) Service Size❑1 Ph❑3 Ph Size: A # Meters Old Meter# ❑New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underground❑Overhead # Underground Laterals 1 2 H Frame D Pole Work done on Service? Y FN Additional Information: PAYMENT DUE WITH APPLICATION 5,3! •2 3 l2S°i re c.+ I oL1&(o 3 7Bw 4 0 6 �SUFFp�c BUILDING DEPARTMENT- Electrical Inspector O�' ® TOWN OF SOUTHOLD � y y ? Town Hall Annex - 54375 Main Road -PO Box 1179 O o Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr(pD south oldtownny.gov - se and CZD-southoldtownny.goy APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: S-/-3/ 2- 3 Company Name: Pr-i"--/ C-/,e 1��'r ei,� Electrician's Name: ,4A- r License No.: SgO 7/ A4,e Elec. email: Elec. Phone No: 63/ (52 .7z172eCl I request an email copy of Certificate of Compliance Elec. Address.: (2o 13rOx `t�S 4 1-71.11< /UI'-j 1199e JOB SITE INFORMATION (All Information Required) Name: Co 5-,/,5xL Address: /5-0 Al///c,,74 -j'L-,<a 6/rev,#L-- Cross Street: Phone No.: Bldg.Permit#: 5 2 email: Tax Map District: 1000 Section: 15 Block: o Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): . �eTa GhPjC �a/����. Square Footage: Circle All That Apply: Is job ready for inspection?: ❑ YES Z NO ❑Rough In ❑ Final Do you need a Temp Certificate?: ❑ YES NO Issued On Temp Information: (All information required) Service Size❑1 Ph❑3 Ph Size: A # Meters Old Meter# F-1 New service[]Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underground❑Overhead # Underground Laterals 1 2 7 H Frame . Pole Work done on Service? Y RN Additional Information: PAYMENT DUE WITH APPLICATION re c.+ Lf X50 PERMIT >t Address: Switches 4 v " MOutlets GFI's Surface+ t. J4-�- L L C Sconces H H's UC Lts Fans Fridge HW Exhaust Oven W/D Smokes DW Mini Carbon Micro Generator Combo Cooktop Transfer 4C AH Hood Service Amps Have Usec )pecial: aL� 'j -omments ell, Town Hall Annex Telephone(631)765-1802 54375 Main Road ZZ Fax(631)765-9502 P.O. Box 1179 Southold, NY 11971-0959 BUILDING DEPARTMENT NO-TICE OF UTILIZATION OF TRUSS TYPE.CON-STRUCTION,,PRE-ENGINEERED WOOD CONSTRUCTION ANINIOR TIMBER CONSTRUCTION Dat6:,- Owner: TP 1-Y TRUST 2--1)f Location of Property: J 5b- [4 LL_CP � bf, PT Ny I (qS77 Please take notice that the (check applicable line): New commercial or residential structure Addition to existing commercial or residential structure Rehabilitation to an existing commercial or residential structure to be constructed or performed at the subject property reference above will utilize (check applicable line): Truss type construction (TT) Pre-engineered wood construction (PW) Timber construction (TC) in thelocation(s) (check applicable line): ��tloor framing, including girders and beams (F) Roof framing (R) Floo f framir ArSignature: Name (person submitting this form): AMV� 1 411) /JqL Capacity(check applicable line): J Owner Owner representative TrussReqMdocx Effective 1/1/2015 6" DIAMETER ' '�"a;{14t�Y�a✓•jtT. .+7 $. �i R� 3R� fdi L" t44 k a REFLECTIVE WHITE REFLECTIVE RED ° PANTONE #187 b t ^^[[ lrt G a a J 'r r, { Y t •a a p4 ` H 1/211 The construction type STROBE designation shall be 611999 6611999 661119P9 aalv'lor acv» to indicate the construction classification of the structure under DESltal'ATION FOR STRUCTURAL section 602 of the BCNYS COMPONENTS "THAT ARE OF TRUSS TYPE CONSTRUCTION B EBF» FLOOR FRAMING, INCLUDING ■ i GIRDERS AND BEAMS ■I ROOF FRAMING B' '' ccFR�a FLOOR AND ROOF FRAMING STANDARDS AND CODES N 78°34'40" E 218.47' 1 DA 1 OH N n PRO-EDSTORM 1 ATER DRAD1: o %' `�'I IFOR MRAGE ROOF, 35.0' OF A NE� I ' i 1 • I PPEI t, PROPOSED o i 1 N TWO-CAR GARAGE N 1 +1 (1,040 SF) LGEI ' 19.81 ! /BEN BLOCK I I I 35.0' - GRAVEL 1 20'-0" W 0 _WOODI \1 1 N DECK I ASPHALT I DRNEWAY� ,�, I 15'MIN. 54.4' l 5; GRAVEL 1 EXISTING BELGIAN BLOCK I FRAME DWELLING > 1 (1,431 SF) 1 79.7' 82.0' I W N�I 1 ORAVEI WALKWAY 1 O 0 H rH, ~1 0 zI - 1 o o 1 IR = 26.47' L = 39.53'* o 1 / L - - -- - - - - - - - - - - — S 78034'40" W 190.01 HILL CREST DRIVE PLOT PLAN 111 = 30'-0" N INFORMATION ON PLOT PLAN TAKEN FROM SURVEY PROVIDED BY: JOHN T.METZGER-LAND SURVEYOR. NOTE:ELEVATIONS SHOWN REFER TO NAVD88 1000-13-02-8.32 y u FINISHED GRADE------ MIN. .12' IylA7(. SITE DATA LOT AREA: 40,180 SQ.FT. CONCRETE COVER 4' MAX. CONCRETE EXISTING FLOOR AREAS: PROPOSED FLOOR AREAS: CHIMNEY 20` SOLID WALL I PRECAST DOME FIRST FLOOR= 1,431 SQ.FT. GARAGE= 1,040 SQ.FT. ORB THICK FLAT INLET PIPE SLAB TOP BACK-FILLMATERIAL .�7T 4' ® mm 2m TO BE CLEAN SAND ll m®DS® PRE-CAST AND GRAVEL = C9®®® REINFORCED COVERAGE: ®®®®® 4' CONCRETE STORM WATER DRAINAGE HOUSE 1,431= EXISTING 1,431 SQ.FT. SEE PLOT Ij 0®®®® SECTIONS E BY CLIFF CAIRLSON SONS OR GARAGE 1,040= PROPOSED 1,040 SQ.FT. RING HEGHTS la®DS DS®® EQUAL,MIN, CONCRETE STRESS ®®®®®® 4,000 AT 28 DAYS PROPOSED COVERAGE= 2,471 SQ.FT. 24rMIN.TO ®GROUND ®®®®D®`9 ®® — 0 ®® PERCENT OF LOT COVERAGE= 2,471 SF/40,180 SF=.0615=06.15% WATER 1SEE PLOT PIAN FOR — j� LING WATER-/DIA ETER _/ r � = DRAINAGE CALCULATION IMPERVIOUS AREA (ROOF) = 1,040 SOFT. 6'-V MIN.PENETRATION INTO VIRGIN STRATA OF SAND& GRAVEL 1,040 SQ.FT. X 0.25 (3" RAINFALL) = 260 CU.FT. (1) 4' X 8' DIAMETER RING = 168.9 CU.FT. STORM WATER DRAINAGE DETAIL N.T.S. (2) PROPOSED 4'xB' DIAMETER RINGS = 337.8 CU.FT. 260 CU.FT. REQUIRED < 337.8 CU.FT. PROVIDED COSTA v = I p D NO. DESCRIPTION DATE ° p m o g RESIDENCE p Z N r 150 HILLCREST DRIVE m m w A z m ORIENT POINT, Z F o ° o e M p N.Y. 11957 y (nF8 �<p€ (2 CAR GARAGE) SCDHS REF.# RIO-99-0205F VA SURVEY SENJAMIN N N/O/ SURVEY OF PROPERTY X- X- X A T ORIENT �X�S�X�X' 0.22IE TO WN OF SO UTHOLD �X %AIREFENCE X-X'X SUFFOLK COUNTY, N. Y. N78 —L w8elt \ 1000-13-02— 32 SCALE. 1'-30' JUNE 30, 2004 0. � o 7'N _ 0.5'E 1T1 n 0 Z LOT 30 m z STAKE m ? pFE WOOD STEPS LOT 2g N UNDER DECK BELGIAN BLOCK LOT NUMBERS REFER TO "SUBDIVISION MAP OF HILL CREST ESTATES, SECTION I" FILED IN THE GRAVEL DRIVEWAY SUFFOLK COUNTY CLERK'S OFFICE ON AUG. 15, 1983 AS FILE NO. 7218. DECK r z3 BELGIAN BLOCK W 54.4 O 5T C) FR SPLIT LEvEL 0 �S' g2•� '� N NOSE 5.5 54.4' GRAVEL DECK 79.7 1.3' CANT. 2nd.R STOOP FUR OVE C\3 0 9co 53, j Q 190.0Q, OF NEIV ECTRIC ��P �yS.MET2 0 METER S78.34'40pW CONCRETE CURB DRIVE � CREST SILL 4901 -N. 0. 49618 4L PECONIC SURVEYORS, P.C. ANY ALTERA77ON OR ADD177ON TO THIS SURVEY IS A WOLAAON (631) 765-5020 FAX (631) 765-1797 OF SECTION 7209OF THE NEW YORK.STATE EDUCATION LAW. EXCEPT AS PER SEC770H 7209—SUBDIWSION'2. ALL CERTIFICATIONS P.O. BOX 909 HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF1230 TRAVELER STREET SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR AREA=40, 1q CJ 0 SQ. FT. . O�—226 WHOSE SIGNATURE APPEARS HEREON. SOUTHOLD, N. Y 11971 -1 _ - _----- Ss� aJ f A. r 2a�3 q 113 23 -ou n daPm L� BENJAMIN N }aUUd�mFsd�a9®L6� N VALL/o/F o SURVEY OF PROPERTY 5�4� 218•47X� AT ORIENT �x 0.2T TOWN OF SO UTHOLD rr�knl VIBE�Klx/ SUFFOLK COUNTY, N.Y. ��/�,� Nj8'34'4o"E 1000-13-02-8.32 QT'r"► SCALE. 10 204 ^ I JUNE 30, 2004 •,Ihv„'''''',�, Q� a1N o a� yw m I LOT 30 sr� z SOS 0.e ` T 29 un Ja0' �pAN Lt LOT NUMBERS REFER TO SUBDIVISION MAP OF LO z.r PRopos HILL CREST ESTATES, SEC77ON I" FILED IN THE g GARAGEq D"roy SUFFOLK COUNTY CLERKS OFFICE ON AUG. 15, cL MOM 1983 AS FILE NO. 7218. 35-0' DECKIt �,ruW BL O) 2wd• 4 p W a FR. � y{4' � A = STAKE SET — L JAN. 4, 2023 s DECK �9.79.7' u '.J' N" odfp`rD� ,per 4 3 m rn 0 0 pF tyEW YpH 190.00Tmc h/o meq'• �� 578'40 W cuBB CRE HILL Y.S UC. NO. 49618 PEC I SU S, P.C. urrntmeArnwavKgBQV m nsssuBWrlSA NQU7KW (631) 765-5 0 FAX (631) 765-1797 OF SEC770V 720"BE NEW YaW SM/E EMrA7KW LAR atc8r AS PM Sema+2209-SUMMSOV z ui 0ERDF=nWS P.O. BOX 909 a? W "W°�� TM MP AREA=40,180 SQ. FT. 1230 TRAVELER STREET 04-226 wim som rune APMRs HOMM SOUTHOLD, N.Y. 11971 } i COSTA FAMILY TRUST 2017 Dated June 15, 2017 f. f, Prepared By: Salem, Shor& Saperstein, LLP 3000 Marcus Avenue, Suite .1 W6 Lake Srrccess,New York 11042 \ Telephone: (516)472-7030 v �..�'•."'Ja :i,4�,;�,�u �f",fir,:a�� � said benefits. Notwithstanding anything contained in this trust agreement in the event the Trustee withhold a distribution under this section of this Trust they shall be entitled to commissions in accordance with the Laws of the State of New York, but only with respect to the distribution(s) withheld. (7) LIMITATION ON JUDICIAL ACTION No Judge of any court shall be empowered to order the distribution of income or principal contrary to the terms of this Trust. This provision is specifically intended to negate and eliminate any discretion granted to any Court by Section 7-1.6 of the New York State Estates, Powers and Trusts Law. Where a Trustee is granted discretion, this discretion shall be final and binding upon all those affected thereby. IN WITNESS WHEREOF, THOMAS COSTA, and ANA COSTA, as Creators and THOMAS COSTA JR.,as Co-Trustees, have signed and sealed this Trust Agreement. DATED: 2017 THOMAS COSTA, Creator TrIOMAS COSTA JR.,Trustee ANA COSTA, Creator 17 r Acknowledgments STATE OF NEW YORK ) COUNTY OF NASSAU ) On the 15" day of June 2017, before me personally came THOMAS COSTA,to me known and known to be to be the individual described in and who executed the foregoing instrument, and acknowledged that he executed the s�r Tzvi Saperstein Notary Public,State of New York Registration#02SA6153358 NOTAR PUBLIC Qualified in Nassau County My Commission Expires STATE OF NEW YORK ) COUNTY OF NASSAU ) On the 150' day of June 2017, before me personally came ANA COSTA, to me known and known to be to be the individual described in and who executed the foregoing instrument, and acknowledged that he executed t i Tzvi Saperstein NOTARY PUBLIC Notary Public,State of New York Registration#02SA6153358 Qualified in Nassau Cou ty My Commission Expires tt �` STATE OF NEW YORK ) COUNTY OF NASSAU ) On the 1� day of ,�UUe ,2017,before me personally came THOMAS COSTA JR.,to me known and known to be to be the individual described in and who executed the foregoing instrument,and acknowled e e executed the same. NOTARY PU / Tzvi Saperstein Notary Public,State of New York Registration#02SA6153358 Qualified in Nassau County 18 My Commission Expires �_ i L��1� • 'w COSTA FAMILY TRUST 2017 SCHEDULE A Properties are situated at: 21-66 45`f' Street,Astoria,NY 11105 150 Hillcrest Drive, Orient,NY 11957 19 YNTW Workers' Certificate of Attestation of Exemption STATE Compensation from New York State Workers' Compensation and/or Board Disability and Paid Family Leave Benefits Insurance Coverage "This form cannot be used to waive the workers'compensation rights or obligations of any party.*x The applicant may use this Certificate of Attestation of Exemption ONLY to show a government entity that New York State specific workers'compensation and/or disability and paid family leave benefits insurance is not required. The applicant may NOT use this form to show another business or that business's insurance carrier that such insurance is not required. Please provide this form to the government entity from which you are requesting a permit,license or contract. This Certificate will not be accepted by government officials one year after the date printed on the form. In the Application of Business Applying For: (Legal Entity Name and Address): Building Permit G.F.Home Improvement&Remodeling Inc. From:Town Of Southhold 23 Caravan Drive East Northport,NY 11731-3817 PHONE:631-3684947 FEIN:XXXXX3576 The location of where work will be performed is 150 Hillcrest Drive,Orient Point,NY 11957. Estimated dates necessary to complete work associated with the building permit are from March 1,2023 to February 1,2024. The estimated dollar amount of project is $50,001-$100,000 Workers'Compensation Exemption Statement: The above named business is certifying that it is NOT REQUIRED TO OBTAIN NEW YORK STATE SPECIFIC WORKERS'COMPENSATION INSURANCE COVERAGE for the following reason: The business is a one person owned corporation,with that individual owning all of the stock and holding all offices of the corporation. Other than the corporate owner,there are no employees,day labor,leased employees,borrowed employees,part-time employees,other stockholders,unpaid volunteers'(including family members)or subcontractors. Disability and Paid Family Leave Benefits Exemption Statement: The above named business is certifying that it is NOT REQUIRED TO OBTAIN NEW YORK STATE STATUTORY DISABILITY AND PAID FAMILY LEAVE BENEFITS INSURANCE COVERAGE for the following reason: The business MUST be either: 1) owned by one individual; OR 2) is a partnership(including LLC,LLP,PLLP,RLLP,or LP)under the laws of New York State and is not a corporation; OR 3) is a one or two person owned corporation,with those individuals owning all of the stock and holding all,offices of the corporation(in a two person owned corporation each individual must be an officer and own at least one share of stock); OR 4) is a business with no NYS location. In addition,the business does not require disability and paid family leave benefits coverage at this time since it has not employed one or more individuals on at least 30 days in any calendar year in New York State. (Independent contractors are not considered to be employees under the Disability and Paid Family Leave Benefits Law.) I,Gary V.Fezza,am the President with the above-named legal entity. I affirm that due to my position with the above-named business I have the knowledge,information and authority to make this Certificate of Attestation of Exemption. I hereby affirm that the statements made herein are true,that I have not made any materially false statements and I make this Certificate of Attestation of Exemption under the penalties of perjury. I further affirm that I understand that any false statement,representation or concealment will subject me to felony criminal prosecution,including jail and civil liability in accordance with the Workers'Compensation Law and all other New York State laws. By submitting this'Certificate of Attestation of Exemption to the government entity listed above I also hereby affirm that if circumstances change so that workers'compensation insurance and/or disability and paid family leave benefits coverage is required,the above-named legal entity will immediately acquire appropriate New York State specific workers' compensation insurance and/or disability and paid family leave benefits coverage and also immediately fiunish proof of that coverage on forms approved by the Chair of the Workers'Compensation Board to the government entity listed above. SIGN Signature: Date: HERE g Exem tion Certificate Number: Received _ Sep teMber,.1_2;:.202"2 2022=062909 NYS Workers?:Compensation Board CE-200 01/2018 _. DATE(MM/DD/YYYY) CORjo CERTIFICATE OF LIABILITY INSURANCE 09M212022 THIS'CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER, IMPORTANT, If the certificate holder is an ADDITIONAL INSURED,the policy(les)must be endorsed. .If SUBROGATION IS WAIVE';subjoot to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER JAMES C.WRIETH NAME: , PHONE 631-226-2264 631-226-3344 we No Ext): � (Arc Na): H F.WRIE7H INSURANCE ADDRESS: service@hfwriethinsurance.com 368 SOUTH WELLWOOD AVENUE INSURER(S)AFFORDING COVERAGE NAIC q LINDENHURST NY 11757 INSURERA: ATLANTIC CASUALTY INSURANCE COMPANY 42846 INSURED INSURER B: INSURER C: G.F.HOME IMPROVEMENT&REMODELING INC. INSURER D t 2L CARAVAN DRIVE INSURER E: E.NORTHPORT NY 11731 INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER- THIS IS TO CERTIFY THATTHE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED, NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAYBE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES,LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. POLICY EXP LTR: TYPE OF INSURANCE INSD WVO POLICY NUMBER MM/DDS (MM/DD/YYYY) LIMITS COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 CLAIMS-MADE tyjOCCUR PREMISES Ea occurrence) $.100,000 MED EXP(Any one persor) $ 5,000 A L068027900-0 01/25/2022 01/2512023 'PERSONAL&ADV INJUR{ 111 1,000,000 GEN'LAGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $,2,000,000 POLICY V PRO- LOC $ 2,000,000J[Ci OTHER: $ AUTOMOBILE LIABILITY - ifd aGT,1ET $ (E3 acrtdeni) ANYAUTO BODILY INJURY(Per pers3n) $ ALL OWNED SCHEDULED AUTOS AUTOS BODILY INJURY(Per accident) $ NIREOAUTOS NON-OWNED MTrV JU'VG. $ AUTOS (Par accdonl) $ UMBRELLA LIAR OCCUR EACH OCCURRENCE_ _ $ EXCESS LIAR CLAIMS-MADE AGGREGATE DED RETENTION$ g WORKERS COMPENSATION I PFRv - AND EMPLOYERS'LIABILITY YIN STATUTE ER ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? N/A (Mandatory in NH) E1 DISEASE-EAUMPLOYEE $ If yes,describe under DESCRIPTION OF OPERATIONS below E.L DISEASE-POLICY LMt r $ DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,maybe attached If more space Is required) HOME REMODELING-THOMAS COSTA 150 HILLCREST DRVIE ORIENT POINT,NY 11957 CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN TOWN OF SOUTHOLD ACCORDANCE WITH THE POLICY PRO 53095 ROUTE 25 I/ 1! AUTHORIZED REPRESENTATIVE RO.BOX 1179 tIt 41�_ SOUTHOLD NY 11971 ©1988-2014 AGORD CORPORAT ON. All rights reserved. ACORD 26(2014101) The ACORD name and logo are registered marks of ACORD a Suffolk County Dept.of Labor,Licensing&Consumer Affairs h r HOME IMPROVEMENT LICENSE J Name GARY V FEZZA Business Name This certifies that the. nearer is duly licensed GF HOME IMPROVEMENT&REMODELING :)y the County of suffolk INC License Number: H-24390 Rosalie Drago Issued: 02/23/1996 Commissioner Expires: 2/1/2024 tio6a;eD asUa311 p aweN sseulsng leuoi;lppV 'IUIpIIeA stl aeluejen6lou scop asuaoll slyl;o uolssassod sale.4d jawnsuoo+g 6uisuaal�'�oge-1 jo 3uawpudea U` f4unoC))llojjn$}o A�adojd ay;sl asuaoll s141 % a Suffolk County Dept.of �x Y Labor,Licensing&Consumer Affairs ?; MASTER ELECTRICAL LICENSE Name CHRISTOPHER SCHAEFER Business Name C.S Electrical Solutions Inc.DBA This certifies that the bearer's duly licensed License Number ME-58071 by the County of suffolk Issued: 02/14/2017 Ro:a Drago- Expires: 02!01/2025 Commissioner ' A Jr—O 1 c Yes 4- 4&920 0", `s�<� This license is the property of Suffolk County Department of Labor,Licensing&Consumer Affairs. "` Possession of this license does not guarantee its validity. Additional Business Name Primary Electrical Solutions License Category STATE OF NEW YORK WORKERS'COMPENSATION BOARD CERTIFICATE OF NYS WORKERS' COMPENSATION INSURANCE COVERAGE la.Legal Name&Address of Insured(Use street address only) .1b.Business Telephone Number of Insured C S ELECTRICAL SOLUTIONS INC DBA (631)627-4720 PRIMARY ELECTRICAL SOLUTIONS PO BOX 345 le.NYS Unemployment Insurance Employer YAPHANK,NY 11980 ' Registration Number of Insured Work Location of Insured(Only required if coverage is specifically I d.Federal Employer Identification Number of insured limited to certain locations in New York State, i.e., a Wrap-Up or Social Security Number Polic}) 82-4142839 NEW YORK 2.Name and Address of the Entity Requesting Proof of 3a. Name of Insurance Carrier Coverage(Entity Being Listed as the Certificate Holder) Merchants Insurance Group 3b.Policy Number of entity listed in box'Ila" TOWN OF SOUTHOLD WCA9101448 54375 MAIN ROAD 3c. Policy effective period PO BOX 1179 4/2/2023 4/2/2024 SOUTHOLD NY 11971 to 3d. The Proprietor,Partners or Executive Officers are 0 included, (Only check box if all partners/officers included) 0✓ all excluded or certain partners/officers excluded. This certifies that.the insurance carrier indicated above in box "3" insures the business referenced above in box "la" for workers' compensation under the New York State Workers'Compensation Law.(To use this form,New York(NY)must be listed under Item 3A on the INFORMATION PAGE of the workers'compensation insurance policy). The Insurance Carrier or its licensed agent will send this Certificate of Insurance to the entity listed above as the certificate holder in box"T'. The Insurance Carrier will also notify the above certificate holder within 10 days IF a policy is canceled due to nonpayment ofpremiunis or within 30 days IF there are reasons other than nonpayment ofprentiums that cancel thepolicy or eliminate the insured from the coverage indicated on this Certificate. (These notices may be sent by regular mail.) Otherwise,this Certificate is valid for one year after this form is approved by the insurance carrier or its licensed agent,or until the policy expiration date listed in box"3c',whichever is earlier. Please Note: Upon the cancellation of the workers'compensation policy indicated on this form,if the business continues to be named on a permit,license or contract issued by a certificate holder,the business must provide that certificate holder with a new Certificate of Workers' Compensation Coverage or other authorized proof that the business is complying with the mandatory coverage requirements of the New York State Workers'Compensation Law. Under penalty of perjury,I certify that.I am an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has the coverage as depicted on this form. THOMAS WATSON Approved by: (Print Gname of authorized representative or licensed agent of insurance carrier) Approved by: 7k,-,e � �2t, 6/2/2023 (Signature) (Date) BROKER Title: Telephone Number of authorized representative or licensed agent of insurance carrier: 631-281-1700 Please Note: Only insurance carriers and their licensed agents are authorized to issue Form 0-105.2. Insurance brokers are NOT authorized to issue it. C-105.2(9-07) www.wcb.state.ny.us M ACO® DATE(MM/DD/YYYY) `� CERTIFICATE OF LIABILITY INSURANCE F6/2/2023 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE,ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(les)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER NAME: William Brazier Brazier Insurance PHONE FAX 631 281-1700 A/C No Ext): ( ) (AIC,No): 1490 Montauk Highway ADDRESS: thebrazieragency@gmail.com INSURER(S)AFFORDING COVERAGE NAIC H Mastic NY 11950 INSURERA: MERCHANTS MUT INS CO 23329 INSURED INSURER B: C S Electrical Solutions Inc dba Primary Electrical Solutions INSURER C: PO Box 345 INSURER D: INSURER E: Yaphank NY 11980-0345 INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. LTR TYPE OF INSURANCE INSD WVD POLICY NUMBER (MM/DD/YYYY) (MMIDD/YYYY) LIMITS X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 CLAIMS-MADE JVI OCCUR PREMISES(Ea occurrence) $ 500,000 MED EXP(Any one person) $ 15,000 A Y BOPI098932 04/02/2023 04/02/2024 PERSONAL&ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 XPOLICY JIRI F—]LOC PRODUCTS-COMPIOP AGG $ 2,000,000 OTHER: $ AUTOMOBILE LIABILITY (Ea accident) $ ANY AUTO BODILY INJURY(Per person) $ OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS ONLY AUTOS HIRED NON-OWNED $ AUTOS ONLY AUTOS ONLY (Per accident) UMBRELLA LIABOCCUR I EACH OCCURRENCE $ EXCESS LIAB HCLAIMS-MADE AGGREGATE $ DED I I RETENTION$ $ WORKERS COMPENSATION PER OTH- AND EMPLOYERS'LIABILITYY/N STATUTE ER ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $ 100,000 A OFFICER/MEMBER EXCLUDED? ❑Y NIA WCA9101448 04/02/2023 04/02/2024 (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ 100,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 500,000 DESCRIPTION OF OPERATIONS/LOCATIONS I VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space Is required) ELECTRICAL Certificate holder is also listed as additional insured as per written contract. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN TOWN OF SOUTHOLD ACCORDANCE WITH THE POLICY PROVISIONS. 54375 MAIN ROAD AUTHORIZED REPRESENTATIVE PO BOX 1179 Wi/4a«+v 13razizr SOUTHOLD NY 11971 @ 1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016103) The ACORD name and logo are registered marks of ACORD AAPOUND AS NOTEDRETAIN STORM WATER RUNOFF DATP.#21) PURSUANT TO CHAPTER 236 FEE: D „ sY; OF THE TOWN CODE. NOTIFY BUILDING DEPARTMENT AT 765-1802 8 AM 'f0 4 PM FOR THE FOLLOWING,INSPECTIONS: 1. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE 2. ROUGH - FRAMING & PLUMBING 3. INSULATION 4. FINAL - CONSTP! :TlnN MUST ELECTRICAL BE COMPLETE _;;�, INSPECTION REQUIRE® ALL CONSTRUCTC-G,, z: ALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES DOVOT PROCEEDWITR. rRAMINC UNTIL5UkVEk AS REQUIRED AND CONDITIONS OF OF;FOUNDATION LOCATION- uiT INN ZBA HAS-BEEN',APPROVED. __. �CI;TH�I Trnrni of nnin�ING BOARD uOt"�fO'uVfJIRU�TEES All exterior lighting installed,replaced or '.00CUPANCY OR repaired shalt conform to Chapter 172 JSE IS`UNLAWFU�. of the Town Code VVITH.OUT CERTIFICA OF OCCUPANCY I( d� 6" FLYING GABLE 6" FLYING GABLE — NOTE: TO THE BEST OF MY KNOWLEDGE, BELIEF AND PROFESSIONAL JUDGMENT,THESE 12 12 — PLANS AND/OR SPECIFICATIONS ARE IN COMPLIANCE WITH: C HT dk 12 t 0 2020 RESIDENTIAL CODE OF NEWYORK STATE 6.5 t 6.5� 12 • 2020 EERGY CONSERVATION ODE OF NEW YORK STATE t 7.5 t 7.5 6• • NFPA 70 STANDARD NATIONAL ELECTRICAL CODE ARCHITECTURE -- & CONSULTING 0 THESE PLANS HAVE BEEN PREPARED TO THE BEST OF OUR ABILITY WITH THE VINCENT LUCARELLI A.I.A. 111W 1111H 'I I I INFORMATION AVAILABLE TO US. DUE TO THE NATURE OFA RENOVATION/ADDITION 1 00 2 12 9 KIRKL AND DRIVE I I I I VERTICJL TO AN EXISTING STRUCTURE THE ARCHITECT MUST BE NOTIFIED FOR ANY REVISIONS,EllGREENLAWN,N.Y. I I740 I I SIDING STRUCTURAL MODIFICATIONS OR SUPPORT REQUIREMENTS RESULTING FROM II _I I I UNFORSEEN CONDITIONS SUCH AS EXISTING COLUMNS, DUCTS, PIPING, ECT. 631-567-1307 II I N I LLLL1 111111 � Idiii ENCLOSED IN EXISTING WALLS, CEILINGS, ETC... G.C. TO CONTACT R.A. UPON ANY 2 FL I +I I I I UNFORSEEN CONDITIONS ARISING. C HT __________________ 8.16 PCUFED C010:f ETE 0Tj11 C ____________� VERTICAL DT \11;;""ci 12" SIDING 12" RIGHT ELEVATIONlis = 1 -0" LEGEND s Q �O, t�P WALLS TO BE 2"X4" WOOD STUDS AT 16" O.C. 631-567-1307 o VERTICAL SIDING 1165 BROADWAY AVE. HOLBROOK, N.Y. 11741 TTRIFARO@DTTDESIGNS.COM 1 FL S1" REVISION —-—�-- Z — — — — — — — — — — — — — — — — — — — Z = I I I I - ave LLI II VERTICAL I--- SIDING "� - - - - _ - - - - -8"x16'= POURED CONCRETE FOOTING — — — — — — — — — — � - - - - - - - - - - -x16" POURED CONCRETE FOOTING- - - - - - - - - - � " 1.5" 1.5" 4" I I AX FRONT ELEVATION 1/4'� = 1'-0" REAR ELEVATION 1/4" = 1�-0�� �________________8xi61F.T'n CONCRETE FOOTINC________________� Z LEFT ELEVATION 0- R311.7.1 WIDTH.STAIRWAYS SHALL BE NOT LESS THAN W 36 INCHES IN CLEAR WIDTH AT ALL POINTS ABOVE THE PERMITTED HANDRAIL HEIGHT AND BELOW THE R311.7.5.1 RISERS.THE RISER HEIGHT SHALL BE NOT MALL REQUIRED HEADROOM HEIGHT. HANDRAILS SHALL NOT MORE THAN 7 3/4 INCHES.THE RISER SHALL BE R311.7.8.2 HANDRAIL PROJECTION. HANDRAILS SHALL W PROJECT MORE THAN 4.5 INCHES ON EITHER SIDE OF MEASURED VERTICALLY BETWEEN LEADING EDGES OF NOT PROJECT MORE THAN 4 1/2 INCHES ON EITHER SIDE R312.1.1 WHERE REQUIRED. GUARDS SHALL BE 4" IIIIIIAX. THE STAIRWAY AND THE CLEAR WIDTH OF THE THE ADJACENT TREADS. OF STAIRWAY. PROVIDED AT OPEN-SIDED WALKING SURFACES, INC_UDING STAIRS, RAMPS&LANDINGS THAT ARE R312.1.3 OPENING LIMITATIONS. REQUIRED GUARDS PROJECTION STAIRWAY AT AND BELOW THE HANDRAIL HEIGHT, SHALL NOT HAVE OPENINGS FROM THE WALKING INCLUDING TREADS AND LANDINGS,SHALL BE AT LEAST R311.7.5.2 TREADS.THE TREAD DEPTH SHALL BE NOT R311.7.8.3 HANDRAIL CLEARANCE. HANDRAILS LOCATED MORE THAN 30"MEASURED VERTICALLY TO W 31.5 INCHES WHERE A HANDRAIL IS INSTALLED ON ONE LESS THAN 10 INCHES.THE TREAD DEPTH SHALL BE ADJACENT TO A WALL SHALL HAVE A SPACE OF AT THE FLOOR OR GRADE BELOW AT ANY POINT WITHIN SURFACE TO THE REQUIRED GUARD HEIGHT THAT of co SIDE AND 27 INCHES WHERE HANDRAILS ARE PROVIDED MEASURED HORIZONTALLY BETWEEN THE VERTICLE LEAST 1 1/2"BETWEEN THE WALL AND THE HANDRAILS. 36"HORIZONTALLY TO THE EDGE OF THE OPEN SIDE. ALLOW PASSAGE OF A SPHERE 4 INCHES IN DIAMETER. O ON BOTH SIDES. PLANES OF THEFORMOST PROJECTION OF ADJACENT TREADS z TREADS AND AT A RIGHT ANGLE TO THE TREAD'S R311.7.8.4 CONTINUITY. HANDRAILS SHALL BE R312.1.2 HEIGHT. REQUIRED GUARDS AT OPEN-SIDED R312.1.3 THE TRIANGULAR OPENINGS FORMED BY THE L 91 1 R311.7.2 HEADROOM.STAIRWAYS SHALL HAVE A LEADING EDGE. CONTINUOUS FROM A POINT DIRECTLY ABOVE THE TOP WALKING SURFACES, INCLUDING STAIRS,PORCHES, RISER,TREAD AND BOTTOM RAIL OF A GUARD AT THE RAILING DETAIL HEADROOM CLEARANCE OF AT LEAST 80 INCHES RISER TO A POINT DIRECTLY ABOVE THE LOWEST RISER BALCONIES OR LANDINGS,SHALL BE AT LEAST 36 OPEN SIDE OF A STAIRWAY SHALL NOT ALLOW DATE MEASURED VERTICALLY FROM THE SLOPED LINE R311.7.8 HANDRAILS. HANDRAILS SHALL BE PROVIDED OF THE FLIGHT. HANDRAIL ENDS SHALL BE RETURNED INCHES IN HEIGHT AS MEASURED VERTICALLY ABOVE PASSAGE OF A SPHERE 6 INCHES IN DIAMETER. STAIR DETAIL ADJOINING THE TREAD NOSING OR FROM THE FLOOR ON AT LEAST ONE SIDE OF EACH CONTINUOUS RUN OF OR SHALL TERMINATE IN NEWEL POSTS OR SAFETY THE ADJACENT WALKING SURFACE OR THE LINE 5/18/22 SURFACE OF THE LANDING OR PLATFORM ON THAT TREADS OR FLIGHT WITH FOUR OR MORE RISERS. TERMINALS. CONNECTING THE LEADING EDGES OF THE TREADS. PORTION OF THE STAIRWAY. SCALE 26'-0" I 26'-0" AS NOTED I 11 16'-10" 3'-4" 4'-8" 19'-8" 6'-4" 18'-0" DRAWN BY SIMPSON SIMPSON HDU8 HOLDDOWN @ TDH`IS - HOLDDOWN @ THIS 1 8'-1 1" 9'-1" T.G. CORNER. CORNER. DETAIL SHEET 2/2 — -- — — — — — — — 8"x16" POURED CONCRETE FO TING - - - - - - - DETAIL SHEET 2/2 355 CXW145 CHECKED BY - - - - - - - - - - - - - - - - - - - - - 4 -0" - - - - - - - - r_ I �oL � PROJECT NAME 6I 8"POURED CONCRETE DROP FOUNDATION TO I I I POST o I I I I FOUNDATION WALL ACCEPT SLAB AND DOOR I `. I I I UP I 1 d I 13 -4 I 4'-O„ cn1 I RAILING I RAILINGI o W (SEE NOTES) I I I (SE NOTES)I o oo 00 I I I I I I � _ (ai I II I I W Q I I21 -4" 0 4 -0 � � LINE OF II1 I I H~ �� a � •• Q W14x22 STEEL BEAM WALL ABOVE O C STEEL OV 0 COLUMN V � V z 1 I ~ I 3.5" I I ;� H , I ;• I I 1 0 I STEEL I I I I N � w (14 M—I 0 0I I I I w IICOLUMN I I I P F-I-� O w l I I 1 _ _ _ _ o h+�"i UNEXCAVATED I �' o I Ln II I W I O LINE OF 4 -0 4 -8 Ln Ln ''�I , I z Ln t O I �n I I o I Ln n "� v I 6"POURED CONCRETE SLAB ON I o "� "� "� o � co M I 2 x 10 0 I� FTERS 2"x 1 b ROOF R r--a Z I I C) I I x I EXTERIOR „ „ N I „ O ( GRADE REINF w/6x6#10/10 I TWO-CAR GARAGE v I WALL uI to - dU °' 1 - @16 I XI @16 O. . W.W.M. ON WELL-TAMPED I w o I 6" POURED CONCRETE SLAB ON GRADE OII I I I N I 01 . I POROUS FILL I 1. I 0 _x REINF w/6x6#10/10 W.W.M. ON w 1 D I I N WELL-TAMPED POROUS FILL m o I of I� 1 Z) I I I I SEAL ° I .. : I I , I � I °o o II I I I I x W14x22 STEEL BEAM I I I 1 00 — -�—- — —xi I 3.5" I 3.5" 1 1 I S EEL STEEL I LnSTORAGE I 1 i C LUMNc/) i COLUMN 11 I I II I I I ri 1 0 I x 2x8" I I I of O I I COLLtR TIE�I _ O N I I I I @1 ,^ I a\ \i .: /Y---ice f• A A A 25'-4" A A II I I A 17'-4" �- I I I SHEET TITLE 1 I DROP FOUNDATION TO I °D I 1 ACCEPT SLAB AND DOOR I .' 1 „ „ 1 I I 1 1 1 4x6 4"x4" - - - - - - - - - - - - - - -� I O�� POST 1 16080 POST it I I PLANS & ELEVATIONS " 355 SIMPSON HDU8 8"x16" POURED CONCRETE FOOTING SIMPSON HDUUS (2)-1 3/4"x1 LVL BEAM CXW145 HOLDDOWN @ THIS 16" 3'-4" 3'-4" 16'-6" 18" HOLDDOWN THIS 3'-0" 13'-4" 9'-8' 8'-1 1" 9'-1" CORNER. CORNER. JOB NUMBER DETAIL SHEET 2/2 26'-0" DETAIL SHEET 2/2 26'-0" 18'-0" 2022-34 F0-LJNDATION PLAN 1/4" = 11-011 GARAGE PLAN 1/4" = 1t—OVI UPPER LEVEL 1/4vv = 1V-01v SHEET NUMBER (1,040 SQ.FT.) (639 SQ.FT.) 1 OF 2 CONTINUOUS RIDGE VENT IDUEBICM NAILING REQUIREMENTS TYPICAL WALL FRAMING DETAILS AS PER PLAN ICOLLAR TES @32"O.C. -- - TABLE 3AB UPLIFT STRAP CONNECTION REQUIRE ENTS CS-20(SIMPSON) /L TIES �'_ �`� (ROOF—TO—WALL, WALL—TO—MALL, AND WALL—TO—FOUNDATION) RIDGE STRAPS ARCHITECTURE FASTEST MILE WINDSPEED (MPH) & CONSULTING so too 110 120 �c,�`' �P�' ASPHALT ROOFING oNAILS IN VINCENT LUCARELLI A.I.A. OVER 30#FELT IN N I - 12" FRAMING SPACING (IN.) ROOF SPAN (FT.) NUMBER OF 1-1/4C" x 20 GAGE STRIPEACH �1S _ 9 KIRKLAND DRIVE 00 ROOF SHINGLES AS PER OWNERS SPECIFICATIONS OVER _ DENSGLAS ROOF �_ 12 1 1 1 2 2 16 I FELT PAPER OVER 1/2"COX PLYWOOD SHEATHING @ SHEATHING - STORAGE 16 1 1 2 2 NAILED IN ACCORDANCE WITH SPECIFICATIONS ON SHEET T.2 y� GREENLAWN,N.Y. 11740 PROVIDE ICE SHIELD TO 24" INSIDE 631-567-1307 20 1 2 2 2 EXTERIOR IN ACCORDANCE WITH I -I t2 24 1 2 2 3 SECTION 905.2.7.1 (NYS CODE) 24" MIN. 2"X--R.R. ®16" O.C. N 28 1 2 2 3REFER TO FLOOR PLANS FOR SIZE R.905.2.7.1 HI 32 1 2 3 3 RAFTER VENTS AS REQUIRED H7(SIMPSON) RAFTER 36 2 11 2 3 11 3 1/2" EXT. GRADE PLYWOOD TO WALL CONNECTION 1"x6"FASCIA WTH 15# FELT PAPER (TYP.) C) BOARD 12 1 2 2 2 W14x22 STEEL BEAM ATTIC SPACE R-30 BATT INSULATION IN BETWEEN C.J. DT NAI LI G `aV AS PER TABLE 3.4B 16 1 2 2 3 CONT. ALUM. GUTTERS W/1/8" PITCH Q O NI TAL FASTENERS 17'-4" METAL FASTENERS 20 1 2 2 3 PER FOOT (MIN.) PITCH TO DOWN SPOUTS SOFFIT VENT 12 AlEVERY RAFTER AT EVER 1 6 CONTRACTOR TO LOCATE RAFTER I 24 2 2 3 3 PROVIDE HEADER SIMPSON HURRICANE/SEISMIC STRAPS ATTACHMENT 28 2 2 3 4 SEE STRAP SCHEDULE ALL HORIZONTAL L(') (2) 2"X4" TOP PLATE 1X - PRE-PRIMED FASCIA SEE DETAIL � 631-567-1307 FOR SOFFIT VENT (TYP.) AS PER BOARD-WRAP W/ALUM. SHEATHING SEAMS �O VINYL SIDING ON 32 2 2 3 4 USE 'F' CHANNEL ®WALL NON-COMBUSTIBLE CD 0 36 2 3 4 4 PLANS TYP. THROUGHOUT DENSGLAS WALL I I IQ� R-15 PLANS CORNING" CONT. VINYL SOFFIT AT EXTERIOR WALLS UM SHEATHING ON 2"x4"STUDS _0 '0 INSULATION OR EQUAL VENT TYP.-WRAP ALUM. TO BE BLOCKED 1165BROADWAY AVE. @16"OC TWO-CAR GENERAL NOTES OVER VINYL SOFFIT TYP. INTERIOR EXTERIOR INSTALL SHEATHING SO HOLBROOK, N.Y. 11741 GARAGE SIDING AS PER OWNER • NO WORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE BUILDING DEPARTMENT. 2"x4" WOOD sTvos ® 1s" o.c. SEAMS DO NOT FALL ON 1/2" RIGID INSULATION BOARD (R-3) 6"MIN. 1/2" GYPSUM WALLBOARD • ALL CONSTRUCTION SHALL BE PERFORMED IN A WORKMAN LIKE MANNER. ALL DIMENSIONS, CONDITIONS, AND APPLICABLE 'TYVEK" HOUSE WRAP OR EQUAL FLOOR CONNECTIONS TTRIFARO@DTTDESIGNS.COM R404.1.6 INFORMATION OF EXISTING STRUCTURE/SITE SHALL BE FIELD VERIFIED BY GENERAL CONTR4CTOR. 1/2" EXT. GRADE PLYWOOD USE JOIST HNGRS. (2)-2"x6"ACQ PLATE REVISIONALL FLUSH GIRDER W/5/8"O ANCHOR • ANY OMISSIONS 0 I EPA CIES OF PLANSAND/OR JOB CONDITIONS SHALL BE CLARIFIED WITH THE DESIGNER BEFORE BOLTS @36"OC s'.`,'.' •." j` PROCEEDING WITHTHEWORKN rIT SOFFIT DETAIL FLR JOIST CON STUD TO SILL PLATE Z PROVIDE SILL SEALER CONCRETE SLAB ON GRADE REINFORCED • NO DEVIATIONS OR CHANGES TO THE STRUCTURAL SYSTEM SHALL BE MADE UNLESS APPRDVED BY THE DESIGNER. SSP FASTENER-: 6" POURED � &TERMITE PROTECTION w/6x6 W10/10 W.W.M ON WELL-TAMPED POROUS FILL W- • DO NOT SCALE DRAWINGS, WRITTEN DIMENSIONS TAKE PRECEDENCE. Q Q • OWNER/BUILDER ARE RESPONSIBLE FOR ALL INSPECTIONS, APPROVALS, CERTIFICATES, CERT. OF OCCUPANCY OR COMPLETION 8"POURED CONCRETE FOUNDATION WALL AND U.L. APPROVAL. SECTION A-A 1/4„ = 1,-Oi, • THIS SET OF DRAWINGS ARE THE PROPERTY OF DTT DESIGNS, INC. AND SHALL NOT BE ALTERED OR BE REPRODUCED CxPOURED WITHOUT WRITTEN PERMISSION OF THOMAS TRIFARO. CONNCCRETE FOOTING • THE CONTRACTOR SHALL KEEP PREMISES REASONABLY CLEAN AT ALL TIMES. AT THE COMPLETION OF WORK, THE CONTRACTOR SHALL REMOVE ALL RUBBISH, WASTE MATERIALS, TOOLS, ETC., CLEAN GLASS AND LEAVE WORK BROOM CLEAN. Z • THE CONTRACTOR SHALL CARRY WORKMAN'S COMPENSATION AND GENERAL LIABILITY INSUR%CE. ALL SHALL COMPLY WITH BP (SIMPSON) ANCHOR 0 STATE AND LOCAL CODES AND ORDINANCES. BOLTS: 5/8" 0 @ 23" O.C. a- • THE CONTRACTOR SHOULD FULLY GUARANTEE HIS WORK AND THE WORK OF THE SUB-CONTRACTORS FOR A PERIOD OF AT SIDING AS PER OWNER HOLD 6"-12" OFF EACH LEAST ONE YEAR AFTER COMPLETION OF PROJECT. 1/2" RIGID INSULATION BOARD (R-3) END OF EACH SILL PLATE. 0 "TYVEK" HOUSE WRAP OR EQUAL W • CONTRACTOR TO REMOVE & RELOCATE AS REQUIRED ALL EXISTING ITEMS WHICH INTERFER-S WITH NEW CONSTRUCTION IN A 1/2" EXT. GRADE PLYWOOD W WORKMAN LIKE MANNER. 2"XWOOD STUDS®16"Q.G. NAILING TABLE R602.3(1) FASTENER SCHEDULE FOR STRUCTURAL MEMBERSo SECOND 3/4"" TdcG PLYWOOD SUBFLOOR AS PER TABLE 3.4B FLOOR 2"X4"BASE PLATE WALL STRAPS- SIMPSON CS-20, 1 1/4"STRAP ITEM DESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE OF FASTENER SPACING OF FASTENERS AT EVERY STUD- NAILED WITH 10D BOX BP (SIMPSON) ANCHOR 2.2 ANCHOR BOLTS NAILS ACCORDANCE WITH TABLE 3.4 B WFCM (SEE STRAP SCHEDULE) BOLTS 1 BLOCKING BETWEEN JOISTS OR RAFTERS TO 3-8d (2 1/2"x0.113") _ FLOOR/CEILING JOISTS AS PER FLOOR PLANS •5/8" 0 23" O.C. O TOP PLATE, TOE NAIL Where 5/8" anchor bolts are used to resist uplift, lateral, and shear loads provided in table 3, BLOCKING (TYPICAL) Z (2) 2"X4" CONTINUOUS TOP PLATES 7" MIN. EMBEDMENT I the anchor bolts shall be installed per Table 4 using 3"x3"x1/4" plate washers. POURED CONCRETE 15 2 CEILING JOISTS TO PLATE,TOE NAIL 3-8d (2 1/2"x0.113") - EXTERIOR MIN. EMBEDMENT E C.M.U. Table 4. SIDING AS PER OWNER DATE 3 CEILING JOIST NOT ATTACHED TO PARALLEL 3-10d - AricllOr BOIL FLOOR 'TYVEK" HOUSE WRAP OR EQUAL Stemwall Foundations with 2x6 Sill Plates' FIRST 1/2" RIGID INSULATION BOARD (R-3) PROVIDE 3"x3" WASHERS RAFTER, LAPS OVER PARTITIONS, FACE NAIL 5 REBAR 6" FROM TOP #5 REBAR @ 48" O.C. 5/18/22 Spacings Building Aspect Ratio ( L / W ) 1/2" EXT. GRADE PLYWOOD # OF POURED CONCRETE VERTICALLY FOR 8' 4 COLLAR TIE TO RAFTER, FACE NAIL, OR 3-10d (3"x0.128") - Slab-on-Grade NSULATIIONNORCEQUAL G" FOUNDATION WALL RUN HEIGHT FOUNDATION WALL SCALE Raised - floor 1-1/4"x20 GAUGE RIDGE STRAP 1.00 1,25 F1,50 1,75 2,00 2,25 2,50 2.75 Foundations r,1 INTERMEDIATE FLR_ DETAIL HORIZONTALLY AND INSTALL ANCHOR BOLTS HOOKED #5 REBAR @ 40" O.C. AS NOTED 5 RAFTER TO PLATE, TOE NAIL 2-16d (3 1/2"x0.135") - Foundation `J BELOW VERTICALLY FOR 9' 6 ROOF RAFTERS TO RIDGE, VALLEY OR OR HIP 4-16d (3 1/2"x0.135") - supporting: 5/8" Anchor Bolt Spacing (in.) HEIGHT FOUNDATION WALL DRAWN BY RAFTERS, TOE NAIL, FACE NAIL 3-16d (3 1/2"0.135") TYPICAL WALL DETAIL Roof Ceiling - T.G. WALL 42 42 42 42 42 37 34 31 24 SCALE . N.T.S. CHECKED BY 7 BUILT-UP CORNER STUDS, FACE NAIL 1O (3 1/2"x0.128") 24" O.C. and One Floor Roof, Ceiling V.L. 8 ABUTTING STUDS AT INTERSECTING WALL 16d (3 1/2"4.135") 12" O.C. and Two Floors 54 45 37 32 28 25 22 20 24 TYPICAL FRAMING DETAILS CORNERS, FACE NAIL PROJECT NAME 9 BUILT-UP HEADER, TWO PIECES WITH 1/2" 16d (3 1/2"4.135") 16"O.C. ALONG EACH EDGE ' The Anchor bolt spacing in the maximum building dimension (L) need not be less than tabulated spacing for L/W=1.00. SPACER 10 CONTINUED HEADER, TWO PIECES 16d (3 1/2"4.135") 16"O.C. ALONG EACH EDGE -ROOF FRAM NG- DOUBLE -OP PLAT SPAN ONLY HOLE EDGE OUTER THIRD OF 11 CONTINUOUS HEADER TO STUD,TOE NAIL 4-8d (2 1/2"x0.113") - TCH DISTANCE >5/8" W 12 DOUBLE STUDS, FACE NAIL 10d (3"x0.128") 24"O.C. DEOPTH<1/4d <2/5d HOLDDOWN SINGLE 13 DOUBLE TOP PLATES, FACE NAIL 10d 3"x0.128" 24"O.C. - —CR LE ST S— OUTER 1/3 of ( ) SPAN ONLYHOLED /4 JOIST STUD <2/5d [ , 14 DOUBLE TOP PLATES, MINIMUM 24-INCH 8-16d (3 1/2"x0.135") - -I SIMPSON H7 DEPTH, MAX Q DOUBLE STUD �I j W OFFSET OF END JOINTS, FACE NAIL IN TIE REQUIRED PLATE C) (� LAPPED AREA SIMPSON @ EACH STUD 1/3 JOIST2" V1 V, DEPTH, MAX MIN `L HOLE EDGE STRONG—TIE CS16 II 'I 1 DISTANCE >5/8" rTl a r-1 15 SOLE PLATE TO JOIST OR BLOCKING, FACE 16d (3 1/2"x0.135") 16" O.C. INSTALL @ I HEADER 1/3 JOIST� E NAIL EACH STUD (SEE PLAN FOR DEPTH, MAX DEPTH, MAX w6 JOIST / EXACT SIZE) STUD NOTCHING AND O h--I T 1 I-J ! W 16 SOLE PLATE TO JOIST OR BLOCKING AT 3-16d (3 1/2"x0.135") 16" O.C. FRAMED OPENING FOR I I SOLID SAWN JOIST, RAFTER NOTCHING BORING LIMITS �J rr`�-�+ ►' , V 2"x4"WOOD STUDS ( AND BORING LIMITS W BRACED WALL PANELS NEW WINDOW OR FULL LENGTH OR POST EXTERIOR DOOR) WALL STUDS SCALE : N.T.S. 1 04 17 STUD TO SOLE PLATE, TOE NAIL 3-8d (2 1/2"x0.113")OR - T SCALE : N.T.S. 1--i 2-16d (3 1/2'0.135") 6'-0"FOR BOTH SLAB OR GREATER ffO��II x0 &FOUNDATION UPLI CONNECTION IS F�.If,'.�1 18 TOP OR SOLE PLATE TO STUD, END NAIL 2-16d 3 1/2" .135" WALLS USE REQ RED AT EACH ( ) - SIMPSON HDUS END DF HEADER AND 0 0 WHERE RS OR I T — _F I— — — STU TTOM OF IN ADDITION HEADER TO 19 TOP PLATES, LAPS AT CORNERS 2-10d (3"x0.128") - AND INTERSECTIONS, FACE NAIL INDICATED ON I I N01 UPLI�rt CON ECTORS AT WALL r--1 PLAN. STUD AND AT TOP I I gNNEC gR I I TWO 2" X 4" TOP PLATES DOUBLE TOP PLATE PRESSURE-TREATED AND BOTTOM OF 20 1" BRACE TO EACH STUD AND PLATE, 2-8d (2 1/2"x0.113") - E DIRE CRI LES FACE NAIL 2 STAPLES 1 3/4" BARRIER MAY BE I I 10 I I I " REQUIRED I I I I I TWO 2" X HEADERS 21 1"x6" SHEATHING TO EACH BEARING, FACE 2-8d (2 1/2"0.113") _ 2'x4"SILL PLATE NAIL 2 STAPLES 1 3/4" SEAL 22 1"x8" SHEATHING TO EACH BEARING, FACE 2-8d (2 1/2"x0.113") _ O NAIL 3 STAPLES 1 3/4" THROUGH FLOOR ° 2"x4" SCABBED TO BOTTOM °•'•.' •e i • :. STRUCTURE OR :.. :°`•' 'ANCHOR BOLT INTO ° ° ° G 23 WIDER THAN 1x8 SHEATHING TO 3-8d (2 1/2 x0.113 ) - FOUNDATION a °•� p UC EACH BEARING, FACE NAIL 4 STAPLES 1 3/4" ° H Op 1,,1 I'/`' "'•.� SIMPSON HDU8 OTE; OOR r, �, WOOD HEADER/ WOOD BEAM „ TYPICAL FRAMING AND LJPLIFT CONNECTIONS FOR OPENINGS + 24 JOIST TO SILL OR GIRDER, TOE NAIL 3-8d 2 1/2"x0.1 13 - This detail eliminates cripple 6, REFER TO FLOOR PLAN OTE: 0 ND SC�E: N.T.S. studs above opening. BOTTOM OF ALL DOOR OR 0 25 RIM JOIST TO TOP PLATE, TOE NAIL 8d (2 1/2"x0.113") - & WINDOW HEADERS TO LINE UP. C?,4rep FR 2)-2"X4" JACK STUDS ( IONS ALSO) IL�1)-2"X4" KING STUD ROOF APPLICATIONS TYPICAL 2X4 BEARING WALL - HEADER DETAIL (TYPICAL TO BOTH SIDES) 26 RIM JOIST OR BLOCKING TO SILL PLATE,TOE 8d (2 1/2"x0.113") 6"O.C. HIP AND VALLEY RAFTER STRAPPING TO BE NAIL IN ACCORDANCE WITH THE WFCM 2015. CONNECTIONS DIAGONAL BRACING PROVIDE SIMPSON "HW" HANGERS OR EQUAL. CORNER ASSEMBLY 27 1"x6"SUBFLOOR OR LESS TO EACH JOIST, 2-8d (2 1/2"x0.113") - 2"x6" HANGER LU26 2"x4" TOP PLATES OVERLAP AT FACE NAIL 2 STAPLES 1 3/4" (2)2"x6" HANGER LUS26-2 CORNER LOCKING WALLS 2"X8" HANGER LU28 TOGETHER SHEET TITLE (2)2"X8" HANGER LUS28-2 28 2" SUBFLOOR TO,JOIST OR GIRDER, BLIND 2-16d (3 1/2"x0.135") - 2"X,Q" HANGER LU210 AND FACE NAIL (2)2"X10" HANGER LUS210_2 E CT I O N, • 2"X12" HANGER HU5210 29 2" PLANKS (PLANK& BEAM - FLOOR &ROOF) 2-16d (3 1/2"x0.135") AT EACH BEARING JOIST HANGER (2)2"x,2" HANGER HUS210-2 NOTES & DETAILS JOIST OR NOTE: FOR ALL OTHER JOIST 30 2" PLANKS (PLANK&BEAM - FLOOR & ROOF) 1 Od (3"x0.128") NAIL EACH LAYER AS FOLLOWS: RAFTER HANGERS REFER TO THE SMPSON CATALOG DIRECTLY. 32"O.C. AT TOP AND BOTTOM AND A?PROVED EQ. MAY BE SUBSTITUTED STAGGERED. TWO NAILS AT ENDS ALL JOIST OR RAFTERS INTERSECTING 2"X4" WALL STUDS JOB NUMBER AND AT EACH SPLICE. W/ A BEAM OF GIRDER SHALL USE AN 31 LEDGER STRIP SUPPORTING JOISTS OR 3-16d (3 1/2"x0.135") AT EACH JOIST OR RAFTER SIMPSON STRONG-TIE ll-SSUAPPROVED SIMPSON JOIST HANGER TYP.28 TOP PLATE FRAMING DETAIL INSIDE CORNER 202234 RAFTERS RAFTER TO HIP/ VALLEY FACE MOUNT JOIST HANGER SCALE : N.T.S. SCALE : N.T.S. SHEET NUMBER 2 OF 2 IL 6'FLYING GABLE 6"FLYING GABLE NOTE. TO THE BEST OF MY KNOWLEDGE. BELIEF AND PROFESSIONAL JUDGMENT,THESE C HT 12 12 12 PLANS AND/OR SPECIFICATIONS ARE IN COMPLIANCE WITH. �j' • 2020 RESIDENTIAL CODE OF NEW YORK STATE - t 7.5 y 6`5 6.5 .12 12 t 7.5 2020 ENERGY CONSERVATION CODE OF NEW YORK STATE NFPA 70 STANDARD NATIONAL ELECTRICAL CODE ARCMTE•CTURE CONSULTING o THESE PLANS HAVE BEEN PREPARED TO THE BEST OF OUR ABILITY WITH THE CARELLI A.T.A. LU VINCENT 12 t 2 l INFORMATION AVAILABLE TO US. DUE TO THE NATURE OF A RENOVATION/ADDITION 9 NT LU ND DRIVE = E df,Kil TO AN EXISTING STRUCTURE THE ARCHITECT MUST BE NOTIFIED FOR ANY REVISIONS, GREENLAWN, N.Y, 11740 STRUCTURAL MODIFICATIONS OR SUPPORT REQUIREMENTS RESULTING FROM UNFORSEEN CONDITIONS SUCH AS EXISTING COLUMNS,DUCTS, PIPING,ECT. 631-567-1307 ( N I ENCLOSED IN EXISTING 1NIALLS,CEILINGS, ETC... G.C.TO CONTACT R.A.UPON ANY 2 FL + + + UNFORSEEN CONDITIONS ARISING. T r17 TI VERTICAL SIDING , RIGHT E11,EVA'r10M/s„ - y-on LEGEND ,`' o. WALLS TO BE 2X4 WOOD STUDS AT 16 O.C. O� 631-567-1307 o VERTICAL o SIDING �, 1165 BROADWAY AVE. r 1 HOLBROOK, N.Y. 11741 TTRIFARO a@DTTDESIGNS.COM I FL REVISION W CSV ID LO �-- -- ---- --8"xi6_POURED CONCRETE FOOTING--- --- 1 --- � �-- ------ --8"x16_POURED CONCRETE FOOTING—_,--- ----- j 1.5" 1.5" 0 � FR,,,0NT EL:1SV N-r1 �N 1/4„ _ �l'�-4a„ a]SAR ELEV Nrr1C�►N 1/4 = 1'-0'r - - --- --------------- 4 z ¢ zz / t-=--=------==---a =, ca ----__-_--------� z to I^- � W ----- _O I- w _ . ¢ a 2 LEFT ELEVATIONvs- — 1'-0'\ � — to 2 R311.7.1 WIDTH.STAIRWAYS SHALL BE NOT LESS THAN ~ — ¢ 0- 0- Z) I- "� _zw0 36 INCHES IN CLEAR WIDTH AT ALL POINTS ABOVE THE - tY m 0 I'_ Q. m PERMITTED HANDRAIL HEIGHT AND 1iELOW THE 8311.7.5.1 RISERS.THE RISER HEIGHT SHALL BE NOT U N -1 O © cn 8311.7.8.2 HANDRAIL PROJECTION. HANORAIIS SHALL WALL 1n ¢ w --i Q <C w PROJECT HEADROOM HEIGHT.HANDRAILS SHALL NOT MORE THAN 7 3R4 INCHES.THE RISER SHALL E NOT PROJECT MORE THAN 4 12 INCHES ON EITHER SIDE 83111.1 WHERE REQUIRED, GUARDS SHALL BE 4" MAX. © U > PROJECT MORE THAN 4.5 INCHES ON EITHER SIDE OF MEASURED VERTICALLY BETWEEN LEADING EDGES OF THE STAIRWAY AND THE CLEAR WIDTH OF THE THE ADJACENT TREADS. OF STAIRWAY. PROVIDED AT OPEN-SIDED WALKING SURFACES, (n ' H ' w ® INCLUDING STAIRS RAMPS&LANDINGS THAT ARE 8312.1.3 OPENING LIMITATIONS. REQUIRED GUARDS PROJECTION 0 W W Z < W STAIRWAY AT AND BELOW THE HANDRAIL HEIGHT, � ..� W O _ ¢ I.- INCLUDING MORE THAN 30`MEASURED VERTICALLY TO SHALL NOT HAVE OPENINGS FROM THE WALKING w W z 00 X ¢ o INCLUDING TREADS AND LANDINGS.SHALL BE AT LEAST 8311.7.5.2 TREADS.THE TREAD DEPTH SHAD.BE NOT 8311.7.8.9 HANDRAIL CLEARANCE,HANDRAILS �� CkI SURFACE TO THE REOUIREQ GUARD HEIGHT THAT xt 0. `L ¢ 0. W O 31.5 INCHES WHERE A HANDRAIL IS INSTALLED ON ONE LESS THAN 10 INCHES,THE TREAD DEPTH SHALL BE ADJACENT TO A WALL SHALL HAVE A SPACE OF AT THE FLOOR OR GRADE BELOW AT ANY POINT WITHIN Cc o SIDE AND 27 INCHES WHERE HANDRAILS ARE PROVIDED MEASURED HORIZONTALLY BETWEEN THE VERTICLE LEAST 1 Irr BETWEEN THE WALL AND THE HANDRAILS. 36'HORIZONTALLY TO THE EDGE OF THE OPEN SIDE. ALLOW PASSAGE OF A SPHERE 4 INCHES IN DIAMETER. ON BOTH SIDES, PLANES OF THEFORMOST PROJECTION OF ADJACENT TREAoS z O TREADS AND AT A RIGHT ANGLE TO THE TREAD`S 83121.2 HEIGHT. REOUIRED GUARDS AT OPEN-SIDED 83121.3 THE TRIANGULAR OPENINGS FORMED BY THE o 88.4 CONTINUITY.HANDRAILS SHALL BE IT ,,. T DETAIL ---� - LEADING EDGE. WALKING SURFACES INCLUDING STAIRS.PORCHES, RISER,TREAD AND BOTTOM RAIL OF A GUARD ATTHE LIN 8311.7.2 HEADROOM.STAIRWAYS SHALL HAVE A CONTINUOUS FROM A POINT DIRECTLY ABOVE THE TOP t•• • HEADROOM CLEARANCE OF AT LEAST 80 INCHES RISER TO A POINT DIRECTLY ABOVE THE LOWEST RISER BALCONIES OR LANDINGS,SHALL BE AT LEAST 36 OPEN SIDE OF A STAIRWAY SHALL NOT ALLOW TD DATE �" •-y MEASURED VERTICALLY FROM THE SLOPED LINE R311.7.0 HANDRAILS.HANDRAILS SHALL BE PROVIDED OF THE FLIGHT.HANDRAIL ENDS SHALL BE RETURNED INCI-ES IN HEIGHT AS MEASURED VERTICALLY ABOVE PASSAGE OF A SPHERE 6 INCHES IN DIAMETER. STAIR DETAIL ADJOINING THE TREAD NOSING OR FROM THE FLOOR ON AT LEAST ONE SIDE OF EACH CONTINUOUS RUN OF OR SHALL TERMINATE IN NEWEL POSTS OR SAFETY THE ADJACENT WALKING SURFACE OR THE LINE 5/18/22 •' "" SURFACE OF THE LANDING OR PLATFORM ON THAT TREADS OR FLIGHT WITH FOUR OR MORE RISERS. TERMINALS CONNECTING THE LEADING EDGES OF THE TREADS. PORTION OF THE STAIRWAY. SCALE SIMPSC3N C1ISQ44-SnS2 AS NOTED 26'-0" 6'-0' (DRAWN BY SIMPSON HDUB SIMPSON HDUB _ T.G. HOLDDOWN C THIS HOLDDOWN @ THIS 1 Q'-5" L3•-1 CORNER. CORNER. CHECKED BY DETAILSHEET12 8"x16' POURED CONCRETE FO TING DETAIL SHEET 212 4945.CW — — .......r. —_. ._ .... —...-- - - - --- .�._ CYr'245 V.L. I ;1; _... ._ ..... ----- -._-- - -._ _..__._.. PROJE TNA I r DROP FOUNDATION I I 4-x4" C ME 8'POURED CONCRETE I POST I I TO ACCEPT SLAB AND I I I I -t I FOUNDATION WALL ( ' I DOOR I nVU-CARLn I I ! W I I 1 GARAGE ! > I I ( ( cr vim- ( 6"POURED CONCRETE SLAB * I 1 ON GRADE REINFwl6x6 I #10/10 W.W.M.ON r 1 3'-0"KNEE ' I _ I ''• I WALL w I I I I o ® I WELL-TAMPED POROUS FILL rl w { 4• I � I I1 I ( 0 � to <z cn LINE OF ( RAILING 1 I (^� •. I 13.5" WALL ABOVE 1 I UNE OF (SEE NOTES) I 9 '✓ f �, STEEL I' I I EXTERIOR I ( � r7� yam-. COLUMN I_ ��W14x22 STEEL BEAM _ I WALL I I }..� M p I I 4"x4"POST ON SIMPSON ( I "'• "`5 5, I I I �-1 (� z, CBS044-SOS2 GALVANIZED I O ©I .'. i POST BASE ON 24"x24'k12" ` I 1 o STEEL I I I IKNEE p I •_ COLUMN I DN I I 4'-e-WAtI = o ( 'tij ; I �- POURED FOOTING ( I Vit' _ II d _ I I I = Q �; ;r, 15 1 I UNEXCAVATED 1 0 ' ' cr cj in I 1 11 I I 1 ':• I ( - -� s" POURED CONCRETE SLAB ON I kn t o ;,, �, I (2)-2'x10- o o *n I I o I I I "•: :. 1 0 I 4'x4"POST ON 1 O m X ( I " ( " " p I GRADE REINF w/6x6 010/10 ( ::: SIMPSON �- L) I 2 x 1 O ROOF RAFTERS .,, N 2 x 1 ROOF RAFTERS I •' �� I w CBSO44-SD52 y = I g 16 O.C. I W.W.M.ON I :: 0 0 I 1" ( "- I 016 O.C. Q 1 .31-10* POROUS FILL a I j I GALVANIZED POST -_ I a l . 1 10 I BASE IIS, a�' 1 ( N I SEAL I I ` a n m N = I I I, DN Q j RAILING I I I o"r, •47.tet, Q-I .i 1 _ I `• I t° (SEE NOTES) a ;� ( 1 I X W14x22 STE L BEAM I ( I f 6• ``... I i — x( I I 3.5` I (dn STEEL 1 STEEL I ( 6T0 CIE I ! '� , "� I I I ( COLUMN I to COLUMN 1p ( = o ( ( 1-01 O.C. I • .� �'� t1���" A l l ! I ,A SHEET TITLE DROP OUNDATION I ;', I I10 I I ( ( TO ACCEPT SLAB AND ( »� I 4`x61 4"x4` I 1 I I PLANS & _..DOOR --— — ..... ..-. _...— _. ———— -•J I n POSTI 160 0 POST ELEVATIONS 77. 1 ,, __ }7_ _ III (2 314"kM 1 'LVL BEAI L= Q _.,.. �l SIMPSON HDUB — — — 8"06" POURED CONCRETE FOOTING SIMPSON HDUB Cw245 JOB NUMBER HOLDDOWN@THIS 1 -4 -4 1 - 1$ COLODDORWN(DTHIS 1 _4. - 1 4945.CVY 9'-1" y ��CORNE 7 7 7**A*I*�_ _ DETAILSHEET2/2 6'_ " DETAILSHEET2(2 - t�1A 1 •-�� 2022--34 gr��lS3�S��n1C` Rj'1"Ip* T1 L 1/411 = is-orr c, UAL-W 1/4 if 11-0TV Tp E 1UEvEL 1/411 _ ZIP 1►_Off SHEET NUMBER (910 SQ.FT.) j1 O F 2 (665 sc�.FT.) CONTINUOUS RIDGE VENT(TYPICAL) RIUM-5"M �& NAILING REQUIREMENTS TYPICAL WALL FRAMING DETAILS ._..�......__ AS PER PLAN 2'x8 COLLAR 12 TIES @3232-aC. 12 TABLE 3.48 UPLIFT STRAP CONNECTION ROUIRE ENTS ,.-�"� - # 6.5 (ROOF-TO-*AU, {ALL-TQ-*AIN. AND *ALL-Ta-F0JNDAT0V) CS-20(SIMPSON) -� + - � FASTE51 MILE WINDSPEEQ (MPH) RIDGE STRAPS ARCHITECTURE 90 100 110 120 `GF,J�, CONSULTING ASPHALT ROOFING NUMBER OF 8d COMMON NAILS IN EACH VINCENT LUCARELLI A.I.A. OVER 30S FELTON 10 264 12 FRAMING SPACING (iN.) ROOF SPAN (FT.) END OF 1-1/4" x 20 GAGE: STRIP �o' �5 �,Tt� t��t�C Roar 9000 AS MX Mt*S y'EfII FOGS WN C7 'V _ �A1�L DRIVE DENSGLAS ROOF �_. 12 1 1 2 2 is F raT ova arca i/r ax Rw000 sNCATN>� SHEATHING STORAGE t i& 1 t 2 2 "Olo�rMOM=*N1a steno 2�"s Ler PUT 1.11 GREEIL i�`N.Y. 11740 to 20 t 2 2 2 ExrElt"M ACCORDANOE MTH t I t 24 1 2 2 a $[CUM sas2t.T(MTS COO) 24" MIN. �t 12 r<cru To+Loon PLANS roI 9Tx 8.905.2.7.1 N 28 t 2 2 3 r�_,b.s, r ra•at 44 32 1 2 3 3 -NUER nD NTS As LANSIIEWrD H7(SIMPSON) RAFTER 36 2 2 3 3 TO WALL CONNECTION 1�cE FASCIA ,_... tir M.CRAZE ft"000 Wi4x22 STEEL BEAM 112 1 2 2 2 0-30#ATT FELT N aCTOM c1 NAILIN �yGBOARD � 116 t 2 2 3 arncsRACE AS f%ER 7A6LE 3.48SOFFITVENT L11 tout wni arTTEas w/11r tiro+ ot, FA M TAL FASTENERS 18'-9 i/2" METAL FASTENERS 20 1 2 2 3 PEn SOOT(Wv)MTDI TO Coot vVU1S EVERY RAFTER V RAFT R f 16 24 2 2 3 3 cow>xAerw to LOCATE PROVIDE HEADER e�Q` s:J►SON�*+W/' W STRAYS In 28 2 2 3 s (r)T"TI+•TOP PLArt �\ 32 2 2 3 4 USE r CKAMC.0*AM Tiff 3MAAP SCHEaLU ALL HORIZONTAL SETATTACHMENT r 3roe sornt von(TYP.) As PE I eoAuo-eMAP r 631-567-1307 VERTICAL SIDING ON 2`x6` p 36 2 J 4 4 / STUDS 16"OC ' 1 . PLANS � rTr. ANFOVRtOVT SHEATHING SEAMS () o � *-IsCORWW 10"on VENT Thi'-'"rNir uw. TO BE AT LtOGKEaOR L� `� 1165 BROADWAY AVE. TWO-CAR '� GENERAL NOTES 04"%WlrL S"T T», 'tb GARAGE INTERIOR EXTERIOR INSTALL SHEATHING SO HOLBROOK, N.Y. 11741 • NO WORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE BUILDING DEPARrMEW. rice Yom Sr4S•To*at I04 AS PER OPO SEAMS DO NOT FALL ON Ter 111100 INSLOr M WARM(11-3) ` 6"MIN. • ALL CONSTRUCTION SHALL BE PERFORMED IN A WORKMAN LIKE UANNER, ALL DtVCW-40NS, CONDITIONS, AND APPLICABLE T/r C"11M WALLMM -rrK-MOUSE "AV OR SAL FLOOR CONNECTIONS TTRIFARO u@DTTDESIGNS.COM R4 416 " INFORMATION OF EXISTING STRUCTURF�/SITE SHALL BE FIELD VERIFIED BY GENERAL CONTRACTOR. Tp•W. Climc PLYsaOO USE JJOIST HNGRS. (2)-2'x6`ACQ PLATE wr541'0 ANCHOR • ANY OMISSIONS OR DISCREPANCIES OF PLANS AND/OR JOB CONDITIONS SHALL BE CLARIFIED WITH THE DESIGNER BEFORE 0 ALL FLUSH GIRDER REVISION/ FLR JOIST CON. BOLTS @36-OG �.,..,. (.,,, :• . ., r •: T. r :,: .•:: PROCEEDING WITH THE WORK. SOFFIT DETAIL J 2 STUD TO SILL PLATE Z • NO DEVIATIONS OR CHANCES TO THE STRUCTURAL SYSTEM SHALL BE MADE UNLESS APPROVED BY THE DESIGNER. SSP FASTENER PROVIDE SILL SEALER 4'POURED CONCRETE$L"ON GRADE REINFORCED ' .L. � «ATxerNor+ow.vrrA.or,rvEtvTxwnEDPORousFx� • DO NOT SCALP DRAWINGS. WRITTEN DIMENSIONS TAKE PRECEDENCE. W W t- a MR PROTECTION to 8' • OWNER/BUILDER ARE RESPONSIBLE FOR ALL INSPECTIONS, APPROVALS, CERTIFICATES, (ERT. OF OCCUPANCY OR COMPLETION 8`POURED CONCRETE AND U.L APPROVAL FOUNDATION WALL �`�' '�" • DOS SET OF DRAWINGS ARE THE PROPERTY' OF DTT DESIGNS, INC. AND SHALL NOT BE ALTERED OR BE REPRODUCED 8'Y16'POURED SICr!01 `S A"-A IJ4' 1'-O" WITHOUT WRITTEN PERMISSION OF THOW15 TRIFARO. CONCRETE FOO'i1NG e THE CONTRACTOR SHALL KEEP PREMISES REASONABLY CLEAN AT ALL TIMES. AT THE COMPLETION OF WORK. THE CONTRACTOR SHALL REMOVE ALL. RUBBISH. WASTE MATERIALS, TOOLS. ETC., CLEAN GLASS AND LEAW WORK BROOM CLEAN. Z • THE CONTRACTOR SHALL. CARRY WORKMAN'S COMPENSATION AND GENERAL LIABILITY INSJRANCL ALL SHAH. COMPLY WITH BP (SIMPSON) ANCHOR 0 STATE AND LOCAL CODES AND ORDINANCES. BOLTS: 5l8. 0 O 23` O.C. Q~. • THE CONTRACTOR SHOULD FULLY GUARANTEE HIS WORK AND THE WORK OF THE SUB•CMMIACTORS FOR A PERIOD OF AT s CAS PER ar"c" HOLD 6'-12' OFF EACH LEAST ONE YEAR AFTER COMPLETON OF PROJECT. r/1'*CC W%Ur W WAM(*-3) END OF EACH SILL PLATE.'rr+or HOUSE eau art(MAI Q • CONTRACTOR TO REMOVE Nt RELOCATE AS REOUIRED ALL EXtST)NC ITEMS WHiCH INTERFERES WITH NEW CONSTRUCTION IN En A WORKMAN LIKE LIMNER, T/r ocr,cRAOE fLT11OOO W TABLE R602.3(1) FASTENER SCHEDULE FOR STRUCTURAL MEMBERS Elle i,oO slum•le At NAiLIN2 0 SECOND 3/e TCG hym nwwm AS PER TABLE 3.48 FLOOR rke IA$Pull ITEM DESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE OF FASTENER SPACING AND LOCATION ANCHOR BOLTS n+u O"Sr,.s c I xq T T r sTRAt �/"--Ar E IM SCM CE ro+loo Get BP (SIMPSON) ANCHOR N;iS N ACCOYOA►iZ ITN tAOlj It b KW 1 BLOCKING BETWEEN JOISTS OR 3.8d box(2 1/2"x0.113") (511 ST*AP SOCWt} BOLTS + A FLOOR/CCILM J]riTS AS.PEA FLOW PLUS ► w RAFTERS TO TOP PLATE 3-8d (2 12 x0.1 i3'� toe-Wait Where 518 anchor bolts are used to resist uplift, lateral, and shear loads provided in table 3, PLOCK04(rMCAO +5/g is 23 O.C. O tz) _`*4'COMTMU US TDP PLATES 7' LAIN. EMBEDMENT IN 2 4.8d (2 1/2-4.113-) the anchor bolts shall be installed per Table 4 using 3°x3"xll4" plate washers. ' •; CEILING,JOISTS TO PLATE Per joist.tae-nail EXTEFnOR POURED CONCRETE 15 3-8d common(2 12"x0.113') to Table 4. MIN. EMBEDMENT IN C.M.U. 3 CEILING JOIST NOT ATTACHED TO PARALLEL 4-10d box (3"x0.128") Stemwall Foundations with 2x6 Sill Plates' FIRST I/rs+owRIM I Nc As Pa LTM00"SUTOVBOA"(111-3) PROVIDE 3"0' WASHERS DATE RAFTER,LAPS OVER PARTITIONS 3.16d common (3 1/2"4.1162") Face nail Anchbr Bolt FLOOR .TyVEX'HOLM WRAP CO EQUAL CEILING.JOIST ATTACHED TO PARALLEL Spacings Building Aspect Ratio (L/W ) T/r txT.CRADE PLYWOO 15 FIEBAR 6" FROM TOP #5 REBAR 0 48' O.C. 5118/22 4 Table R802.5.2 Face nail Slab-on-Grade INSt5ATxN ORoe FOUC004W OF NDATION WALL ROURED UN HEIGHT FOUNDATION WALL SCALE VERTICALLY FOR 8* RAFTER ('HEEL JOiNT) COLLAR TIE TO RAFTER.OR 4-10d box(3"x:0.128") Raised - floor 1.00 1.25 1.50 1.75 2.00 2.25 2.54 2.75 Foundations'• S INTERMEDIATE FL.R- DE'T-kr1_ HORIZONTALLY AND INSTALL 5 ANC►IOR BOLTS HOOKER 15 REBAR 0 40" O.C. AS NOTED 1-1/4"x20 GAUGE RIDGE STRAP 3.10d 3"x0.128' Face nail each rafter { 7 Foundation VERTICALLY FOR 9' A g RAFTER OR ROOF TRUSS 3-16d box(3 1/2"x4.135") ^toe Waits on one side and { toe-Waif 5/8" Anchor Bolt Sacro (in.) HEIGHT FOUNDAMON WALL DRAWN BY On supporting: Spacing t , TO PLATE: 3.10d common (3"x0.148") apposite side of each rafter or trussT'Y PICAL WALL D8T•AIL Roof, Ceiling ---- T.G. 7 ROOF RAFTERS TO RIDGE,VALLEY OR HiP 4-laid (3 12'x0.135") Toe-nail sch.>Le: rt.T.s. RAFTERS OR ROOF RAFTER TO MIN.2"RiDGE 3.10d COMMON(3"x0.148") and One Floor 42 42 42 42 42 37 34 31 24 CHECKED BY _ WALL Roof, Ceiling V.L. e STUD TO STUD 16d common(3 1/2`xD.t62`) 24'O.C.taco nail and Two Floors 54 45 37 32 28 25 22 20 24 Txim. L ICAL FRAMING DETAILS PROJECT NAME (NOT AT BRACED WALL PANELS) 10d 3 1/2`x0.128` 16'O.C,face nail g ABUTTING STUDS AT INTERSECTING WALL 16d box(3 I2`xo.135`) 24'0.C.IaCo nail I The Anchor bolt spacing in the maximum building dimension (L)need not be less than tabulated spacing for L/W=1.00. CORNERS(AT BRACED WALL PANELS) 16d common(3 12'4.162') 16"O.C.face Wall � SPACER t it "x4 t �.. t0 BUILT-UP HEADER,TWO PIECES WITH 1/2" 16d common(3 t2`xO.162") 116'O.C.each ed a face nail ") 12'O.C.each edge face Wart -ROOF FRAM G- DOUi3Li: TOP PLA ourE THIRD OF SPAN ONLY ROLE EDGE 11 CONTINUOUS HEADER TO STUD 5-8d box(212'x0.113") toe-nail DISTANCE >s/e' 4-8d common(21/Z x0.131) <1/< <2/5d HOLDDOWN SINGLE 12 16d common(3 i2'x0.f62') 16'O.0 face TIRO . TOP PLATE TO TOP PLATE �RfC ST S- oLATEFI 1/3 of 1 x 14270.128-) 12'O.C.face nail SPAN ONLY LCP l SIMPSON H7 DO '�'� S1v0 WL 13 8-16d common (3 1/2"xO.1621 Face nail on each side of end joint(min. aePTH, 1AATE DOUBLE STUD U [`•. W DOUBLE TOP PLATE SPLICE 12.16d box(3 12"xO.13S") 24"tap splice length each side of lap Joint) �• TIE EACREQH SED FATE STRONG C! EACH STUD DE JOIST q- wp HOLE EDGE � � V� ^� � < DEPTH, MAX b.� DISTANCE >S/8- �"'T rT F-y r4 IX BOTTOM PLATE TO JOIST, RIM JOIST,BAND { 116'O.C.(we nail (I -// r+-1 � 14 16d common 3 12'x0,is2'l STRONG-TIE 0516 JOIST(NOT @BRACED WALL WALL PANELS) 1 x 1r *0 I 12'O.C,lace nail INSTALL ® .I BOTTOM PLATE:TO JOIST. RIM JOIST,BAND EACH STUD ( EE P OV H. U DEPTH, twc T/a •KIs5T CI) SEE PUN FOR OpTM, s�Alt 15 16d common(3 12"x0.162"? 16`O.0 face nal EXACT SIZE :!aAl JOIST IJRACEO WALL WALL PANELS t x t _x .i ") ) STUD NOTC1-1TG A.NID }--4 CC (@ ) ( 12'O.C,tate nail FRAMED WINDOW OPENING FOR f l SOLID SAWN JOIST, RAFTER NOTCH'INC0 120RIIwTG LIMITS (, U NEW WINDOW (OR--- FULL LENGTH 16 4.8d box(2 t2'xO.113`) toe nail 21<4•VvQO OR POST EXTERIOR DOOR okND BORING LYMI'TS TOP OR BOTTOM PLATE TO STUD 3-1 x( t x0,11 -) end nail aRPosT WALL STUDS }n.L/.{► scw.tata: r•T.T.s. 17 TOP PLATES,LAPS AT CORNERS 3.1Od box(3'x0.128') F€R BOTH SLAB 1B 6'-0" 0 GREATER UP CONNECTION iS AND INTERSECTIONS 2.16d common C3 112"x0,1162"f face nail WALLS USE RED REO, AT EACH 0 SIMPSON HOL1t1 END F HEADER AND 18 3 8d box{2 12"x0.1131 Q CORNERS OR •- ----^--- ----•- - -_ AT TTOU OF HEADER 1"BRACE TO EACH STUD AND PLATE face nail MERE -I r-- -rt-'" STU IN ADDITiON To � 2-8d common(2 12"x0.131") INDCATE'DON ! NU UPLIFT I j F CON ECTORS AT WALL � 19 3 6d box 212"x0.113" PLAN �1111EC R STU AND AT TOR1"x 6SHEATHING TO EACH BEARING ( ) face nail PRESSURE-TREATED , ! I AND 0TTOU OFTWO Z' x 4' TOP PLATES t)OUBLE TDP PLATE 2-8dcommon(21/2"x0.131") WRiERMAYBE 1 ) RE�1 I I CRI LES 20 t"x 8"AND WiDER SHEATHING 3 8d box(2 10x0.113`) �- REQUIRED it Ii II II TO EACH BEARING 3-8d common(212'x0.131') 2'x4•SILL PLATE _-L i I I91.1 1W0 2' x -„.." HEADERS w4ar Ihan i"xa' lace nail - 4 8d box(2 1!2'4.113') __-- SEAL 3.8d common(2 12"x0.131 ) TH REACM ROD FLOOR ;I' THROUGH FLOOR - ,✓'"�""`'-�,� 's I' STRIJCTURE:oR +' • ;Q• i • , 2"x4' SCABBED TO BOTTOU s',.^, �•'itArti 211 4$d box 212 x0.113 ANCHOR BMT WTO . ' 4 ry JOIST TO SILL,TOP PLATE OR GIRDER ( " " ") toe nail FanuD�tlonl 4 +�° y -'. R -`� taQt�f) L'e'n C�` �. r.• JJ 3.8d common(2 12 x0.131") ••• a ;• '•. a � SINWSON 1-mus 22 RIM JOIST'.BAND JOIST, BLOCKING TO SILL 4.8d box(2 12•x0.1113`} 4' ail TYI}ZCAI.P' it3 JNM tmL- 'Z'C0NNBCt10r 'S POPL OPE'Nn,40s d4IE: QOR Mrt�t; WOOD HEADER/ WOOD BEAU OR TOP PLATE (ROOF APPLICATIONS ALSO) ad Comm-RF( v2-xo.131-) 6'O.C.toe nailThu dela0 tfirminotcs cripple 6�0• / J REFER TO FLOOR PLAN 23 3-8d box(2 112 x0.113") studs above opening. B TTOMUNDO HEADERS TO INANE UP. `�� `y •,1 `r'" .y "- jjl BOTTOM OF ALL ODOR t x6"SUBIFLOOR OR LESS TO EACH JOiST " foe-nail (2)-2'x4' JACK STUDS 2-8d common(212"x0.1131") 1 2x4 KING STUD �` I� Q2"�`3' �� . 24 3-16d box 3 112'x0.135") TYPICAL T 2x4 BEARING WALL - HEADER DETAIL (TYPICAL TO BOTH slOEs) �' �-- `;. 2'SUBFLOOR TO JOIST OR GiRDER { " blind and face nail HIP AND VALLEY RAFTER STRAPPING To BEV 1V ECT L�1V�? - 2-16d common (3 1/2'x0.162 ) IN ACCORDANCE WITH THE WFCU 2015. L AGONAL BRACING `•"""� .- 25 i35"0 3 il2" ., 3-16d box x . PROVIDE SIMPSON 'HW' WAt7GER5 OR t:tiWl • CORNER ASSEMBLY ( ) rnHANCER uns 2-x4' TOP PLATES OVERLAP AT 2'PLANK: (PLANK�BEAM-FLOOR 8 ROOF) at each bearing, lace nail 2-16d common{3 1/2'x0.162") (IIZW mom HAA Luis _ TOORW_IF�OCK94G WALLS SHEET TITLE 26 3-16d common (3 12"x0.162") (:)rlor•NAM= Lsrs3b•: BAND OR RiM JOIST TO JOIST end nail MV*NAUCC* urtio 4-10d box(3"x0.128) (Y)rno`MAN= Lusr0-3 C/°'+�t n A r 27 BUiLT-UP GIRDERS&BEAMS.2" 20d common(4'x0.192'") each layer @32`o.e.top A bottom,staggered ' YnSECTION, O 1 V r KW= KM10 T XaST HAILER (:»,r MAWD Hrs114-: LUMBER LAYERS tOd box(3`x0.128 ) 24`ox,tate nail @top b bottom,staggered JOIST Oct NOTEran ALL Orto JOIST NOTES & DETAILS 2-20d common(4"4.1192 ) face nail at ends and at each splice RA!'ti>t XWOS SONS GWT.D0 ocTHE ilY. 28 LEDGER STRIP SUPPORTING JOISTS 4-16d box(3 104.135") ArPNmn Ea MAY rE 5MMIM OR RAFTERS 3.16d common(3 1/2"x0.162") @each joist or rafter,face nail ALL JOIST OR RAFTERS tNTERSECTING 3"x{32'x4' WALL STUDS JOB NUMBER W/ 29 2-10d box .128" A BEW OR GIRDER SHALL USE AN BRIDGING OR BLOCKING TO JOIST ( ) Each end,toe-nail APPROVED SIMPSON JOIST HANGER TYP. ,11 2.8d common(212"xO.131") sri t"SC)N STRON'C3-TIE LSSV2$ FACE MO Jx. JOIST AGER TOP PLATE FRAMING DETAIL INSIDE CORNER 4 V SCA=s mom SHEET NUMBER 2 OF