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HomeMy WebLinkAbout48673-Z �o�OS11fFQ[�cpGy, Town of Southold 8/7/2024 o - P.O.Box 1179 o • 53095 Main Rd y�j0l �ao�.o Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 45440 Date: 8/7/2024 THIS CERTIFIES that the building ALTERATION Location of Property: 665 Arrowhead Ln,Peconic SCTM#: 473889 Sec/Block/Lot: 98.-3-4.1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated l l/l/2022 pursuant to which Building Permit No. 48673 dated 12/30/2022 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: addition and alterations to existing single family dwelling as applied for. The certificate is issued to McNab,Glenn&Yvonne of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 486.73 6/21/2024 PLUMBERS CERTIFICATION DATED 6/7/2024 ack ' mondi \)Xk/—�\\ s A o 'ze gnature �o�s�eF cK�o TOWN OF SOUTHOLD BUILDING DEPARTMENT y x TOWN CLERK'S OFFICE oy • c� �' 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 #: 48673 Date: 12/30/2022 Permission is hereby granted to: McNab, Glenn 665 Arrowhead Ln PO BOX 176 Peconic, NY 11958 To: Construct addition to existing single family dwelling as applied for. At premises located at: 665 Arrowhead Ln, Peconic SCTM # 473889 Sec/Block/Lot# 98.-3-4.1 Pursuant to application dated 11/1/2022 and approved by the Building Inspector. To expire on 6/30/2024. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $322.40 CO-ADDITION TO DWELLING $50.00 Total: $372.40 Building Inspector OF SO(/j�ol � o Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G Q Southold,NY 11971-0959 .oly� sean.devlinl town.southold.ny.us 4UNTY, BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Glenn McNab Address: 665 Arrowhead Ln city,Peconic st: NY zip: 11958 Building Permit#: 48673 Section: 98 Block: 3 Lot: 4.1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: Hubbard Electric License No: 4709ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Commerical Outdoor 1 st Floor Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 6 Ceiling Fixtures 2 Bath Exhaust Fan 1 Service 3 ph Hot Water GFCI Recpt 1 Wall Fixtures 2 Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures 4 CO Detectors Sub Panel A/C Blower Range Recpt Ceiling Fan Combo Smoke/CO Transfer Switch UC Lights Dryer Recpt Emergency Strobe Heat Detectors Disconnect Switches 7 Z LED F2 Exit Fixtures Sump Pump Other Equipment: FloorHeat(1) Notes: Second Floor Bath & Bedroom Inspector Signature: Date: June 21, 2024 S.Devlin-Cert Electrical Compliance Form J J l Town Hall Annex ��� Gym, Telephone(631) 765-1802 54375 Main Road o 1 P:O. Box 1179 CA = 1, Southold, NY 11971-0959 %A-, _ D Fr BUILDING DEPARTMENT J U N _ 7 2024 -� TOWN OF SOUTHOLD BITRMIN G D+ '. CERTIFICATION TOE,r,; S 'Ht�g Date: Building Permit No. <6 Owner: A r, ,C A rr//(Please print) Plumber. l9 S 1. vl " 2f4 19 -7 (' (Please print) I certify that the solder used in the water supply system contains less th 2/10 of 1% lead. ,-,- Z-,-- (Plumbers Signature) Sworn to before me this CONNIE D.BUNCH day of 20� Notary Public,State of New York No.01 BU 0 C� Qualified In Suffolkffolk County Commission EX*piresApril 14,2 Y Notary Public County 1 OP SOUTyO6 -- - - -- -- ��6 3 �� ARK # #. TOWN OF SOUTHOLD BUILDING DEW." 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] 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: DATE ANSPECTOR ho�a0FS0U,yO6 . TOWN OF SOUTHOLD BUILDING DEPT. 631=765-1802 INSPEC ON [ ] FOUNDATION 1ST [ ROUGH PL13G. [ ] OUNDATION 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 REM KS: DATE INSPECTOR OF SOUTh�� . # # TOWN OF SOUTHOLD BUILDING DEPT. �ycou 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] OUGH 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: WV@ - o a C�� • DATE Y '1� INSPECTOR �o�aOF SOUlyO� # # TOWN" OF SOUTHOLD-BUILDING DEPT. °ycou 631--765-1802 INSPECTION [ ]' FOUNDATION 1 ST/ REBAR [X] RO GH PLBG. ] FOUNDATION 2ND- LATION/CAULKING ] FRAMING /STRAPPING [ L [ ] ' FIREPLACE"& CHIMNEY [ ] FIRE SAFETY INSPECTION - [ ] FIRE RESISTANT CONSTRUCTION [ .] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: . 9 t Ci -9 Ct� DATE I 'lon- INSPECTOR ho��OE SOUTyOIo —7 3 - # # . TOWN OF.SOUTHOLD BUILDING DEPT. cou 631-765-1802 'I NSPECTION - [ ] FOUNDATION 1ST/ REBAR [ ] -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: 94 Y UGC (3f-c) +-c 6- n� c ; DATE INSPECTOR t a Y N ewe � �ec� L 1 $ r/ TOWN OF SOUTHOL D BUILDING DEPT. 631 -765-180 N PEC N � ROUGH p�gG. 1ST / REBAR [ IOWCAULKING �gTION INSULAT DgTiON 2ND ] FINAL SA INSPECTION [ STRAPPING FETY ING � [ FIFIE. ENETRATION & CHIMNEY FIRE RESISTANT P LACE CTION [ � AL (FINAL) ;SISTA NT CONSTR� ELECTRIC I RENTAL [ � � __„I Ir;H) _ t"C G/O [ if t'• L i 00000 mk'OooZ!O, yam ' AAR ,... ui lop Bea ri. Age- 1 ` O 490 t ! f 410 ILti i • uj IBIA AS * r 1 1 ►�, 4, _ Ak _-, . i j� FIELD INSPECTION REPORT DATE COMMENTS FOUNDATION (1ST) , ------------------------------------ ¢ rrA FOUNDATION(2ND) �- o o U1 ROUGH FRAMING& PLUMBING y . S � rb w G y � � INSULATION PER N.Y-. STATE ENERGY CODE n ym,bAz r Ig FINAL ADDITIONAL COMMENTS 1 -u Z3 T Q3 3� c �,O G-� I& � � 12 h �o Z rn S S O N 0 / z d b H ��o�g11fF0(��oG TOWN OF SOUTHOLD—BUILDING DEPARTMENT y x Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 �y�o• �ao� Telephone (631) 765-1802 Fax (631) 765-9502 https://www.southoldtowM.gov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only PERMIT NO. J Building Inspector: �o NOV o 12022 , I Applications and forms must be filled out in their entirety. Incomplete DIJILDIf�JG!�[=n? applications will not be accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed. Date: OWNER(S)OF PROPERTY: 1,7 Name: � —� _-� - SCTM# 1000- "�'<`'�__x�' ��;I- —$..--'..3��•_./-_____._-_ Project Address: I Phone#: Ln_ Email: Mailing Address: `c — CONTACT PERSON:, Name:, l 41VAI Ile►1� Mailing Address: `' Phone#: 631, Email: Li DESIGN PROFESSIONAL INFORMATION: Name ��Mailing Address . -r ;Phone'# O Email: -CONTRACTORINFORMATION: - _o Mailing Address: Phone#: (p 31— '73 f Email: No _.—.C^. , J_1..i7_l✓.v. 17i.�/e-f�_.- -�-r�i._i Co.h::�_____-._. DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure ❑Addition IR56teration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ !2!�5' enyc> Will the lot be re-graded? ❑Yes ZNo Will excess fill be removed from premises? Dyes El No 1 � -PROPERTY INFORMATION; Existing use of property: s r�� Intended use of property: Zone or use district in which premises.is situated: Are there any covenants and restrictions with respect to this property? ❑Yes VNo IF YES, PROVIDE A COPY_ ❑ Check Box After_Reading:" The owner/contractor/design professional is responsible for all-drainage and storm water issues as provided by Chapter 231i 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 210.4S of the New York State Penal Law. Application Submitted By(print name): /' /�/d� '�• � ❑Authorized Agent aOwner Signature of Applicant: Date: STATE OF NEW YORK) 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 hOlw"DW/V-1 (Contractor,Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said�wo.rk 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. M_Sworn before before me this Ad day of 20 ����`PN1�►F���i,: NO.01MM41421 ; PROPERTY OWNER AUTHORIZATIONN�, "'�' � i• �S (Where the applicant is not the owner) fN1 `,`��� I, residing at, do hereby authorize 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 t guFFO(A► BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD o z Town Hall Annex- 54375 Main Road - PO Box 1179 ^� Southold, New York 11971-0959 oy?jO .J Telephone (631) 765-1802 - FAX (631),765-9502 roaerrasoutholdtownny.gov- seandC@-southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All information Required) Date: �- 3 Company Name: Po b &rzA r %r%c- L Electrician's Name: (Y1I Gkce I t4obba License No.: H 7®9f ,M� Elec. email �, ojQ+on1i tie. n0i Elec. Phone No: -yrf- tYgl( ❑I request an email copy of Certificate of Compliance Elec. Address.: 17ff 1juj JOB SITE INFORMATION (All Information Required) Name: Me_90 Address: 6 ki 1*'?Y-vw 14e CAM- � ?' {de'irvloc A'Y Cross Street: Phone No,.: & _ 144 7_ 3/� Bldg.Permit#: !/(06 a 17S email: M c rk Tax Map District: 1000 Section: Block: - L BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): W I f-C4 `i�L-J Square Footage: ; ` -- Circle All That Apply: Is job ready for inspection?: YES❑ NO Rough In ❑ Final Do you need a Temp Certificate?: ❑ YES X] 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 n Pole Work done on Service? Y RN Additional Information: PAYMENT DUE WITH APPLICATION I I �Ll aVI_J;� l 1 Re �ti 4 Rlo BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD 'Town Hall Annex - 54375 Main Road - PO Box 1179 • ; +' Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 ro' &Err southoldtownny.gov ~ sea nd@southoldtownny.gov - APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date:/ L(- r(,� Company Name: &trl _leeiw%C_ L LC_ Electrician's Name: (y)I c_ c License No.: LJ 70cf - 0) Elec. email: _ + n n r1�( Elec. Phone No: C,�3 -L/r f- IS911 ❑I request an email copy of Certificate of Compliance Elec. Address.: Fr uj be�c, �,Je Ae& ,l N Y • 6O 1 JOB SITE INFORMATION (All Information Required) Name: /AC+L Address: "` ',4vvo LAivt� B . o. IcW (v 11je,10,10e dy Cross Street: I „ a /! Phone No.: - '7 _ 3110 Bldg.Permit#: ,/9 c�.-73 email: M c ►1 /"v Tax Map District: 1000 Section: Block: - L\o t. BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Square Footage: :W Circle All That Apply: Is job ready for inspection?: YES ❑ NO �!Roughln ❑ Final Do you need a Temp Certificate?: ❑ YES X] 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 Pole Work done on Service? Y RN Additional Information: PAYMENT DUE WITH APPLICATION �O_cd -P r✓ .44 L!. flI 7 PERMIT# 1 Address: Switches ' 1 Outlets ;E>; GFI's Surface 1 Sconces 1 H H's U C Lts Fans Fridge HW Exhaust Oven Dryer Smokes DW Service Carbon Micro Generator Combo Cooktop Transfer AC AH Mini Special: Comments I an tonNar with the STANDARDS FOR APPROVAL AND CONSTRUCTION OF SUBSURFACE SEWAGE DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES and wig abide by the condNllons set forth therein and on the PERMIT FOR APPROVAL OF CONSTRUCTION FOR A perMil to coaslracl. SINGLE .•FAMILY RESIDENCE ONLY �{ DATE 61 Gqi.5 F N NECK ROAD APPROVED '�� FOR MAXIMUM OFF BEDROOMS EXPIRES THREE YEARS FROM DATE OF APPROVAL -� LOT « ti VACANT I , A N. e4•09'50"E. SURVEY OF PROPERTY A T PECONIC — a ,ma ? TOWN OF SOUTHOLD Z n R SUFFOLK COUNTY, N.Y. Woo - 98 - 03 - 03 & 04 SCALE r" - 40' AM 16, 2000 Z3 LOT $ rl?r e I C T 2 40. CIS ? a p The locations o/ weds and cesspools e o of ^ shown hereon are from field observations o and or from data obtained from others. i secc a Pr�P NOTE, �r rn _ LOT NU VIERS REFER TO 'MAP OF LO ARROWHEAD COVE 'FILED kV THE SUFFOLK COUNTY CLERKS OFFICE �t ON JUKE 20, 1963 AS MAP NO. 3e1O w lN_n t sm �io9 mrive o �5 i 0 £L£VAT/ONS ARE REFERENCED TO AN ASSUI16V DA TW Q ifo o I a e CERTIFIED TO, q I a rs>v NAB r VO a °-�' 135.86' I E N Mc w NAB S. B4'09'50' W TEST NODE DATA CONGRESSIONAL ABSTRACT CO., INC, I 7i;i";;n7 FIST AWJWCAN TITLE INSURANCE VACANT COAPANY OF NEW YORK US I .�QL I I.5' LOT +� I a•r �, 0 pSEOF Np nANY ALTERATAav aR Aa%Tm TO SURVEY IS A VMATILIN Pds brown iSt �{- oF SECTION 7P09 OF THE NEW YORK STATE FDUCATM LAW. an to _ EXCEPT AS PER SECTION 7209-SUBDAWION P.ALL CERTFTCATMNS doffs@ HEREON ARE VALO FAR T114S AAAP AND COPES THEREOF ONLY F SAD MAP OR COPIES BEAR THE AIPRESSW SEAL OF'THE'SURVEYOIR Sw �.'„ LIC. NO. 9961E AdpBE SA400RnME APPEARS)A WCK " AMIXINALL Y TO COWL Y IWTN SAD LAW 7W TEMW At TF70ED Br �"� 0�X(631) 765 -1797 MUST ae usm BY ANY AUD ALL sL1tvEYORS u7TL 7As A COPY ',P X TO AD NOT�N G Wym rH SEXII AS E L� DU fl9Tf AUMFA=45,201 sq ft. or 10377 afros 001- 223 NYSIF New York State Insurance Fund PO Box 66699,Albany,NY 12206 1 nysif.com CERTIFICATE OF WORKERS' COMPENSATION INSURANCE 0 0 r AAAAAA 208229707 OLDWOOD INC PO BOX 1461 Q MATTITUCK NY 11952 SCAN TO VALIDATE AND SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER MCNABB RESIDENCE OLDWOOD INC TOWN OF SOUTHOLD PO BOX 1461 PO BOX 1176 MATTITUCK NY 11952 SOUTHOLD NY 11971 POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE 12387 982-8 426404 04/01/2022 TO 04/01/2023 10/28/2022 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 2387 982-8, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW, AND, WITH RESPECT TO OPERATIONS OUTSIDE' OF NEW YORK, TO THE POLICYHOLDER'S REGULAR NEW YORK STATE EMPLOYEES ONLY. ti IF YOU WISH TO RECEIVE NOTIFICATIONS REGARDING SAID POLICY,INCLUDING ANY NOTIFICATION OF CANCELLATIONS, OR TO VALIDATE THIS CERTIFICATE,VISIT OUR WEBSITE AT HTTPS://WWW.NYSIF.COM/CERT/CERTVAL•.ASP.THE NEW YORK STATE INSURANCE FUND IS NOT LIABLE IN THE EVENT OF FAILURE TO GIVE SUCH NOTIFICATIONS. i THIS POLICY DOES NOT COVER CLAIMS OR SUITS THAT ARISE FROM BODILY INJURY SUFFERED BY THE OFFICERS OF THE INSURED CORPORATION. PRES ARNOLD R GOLZ JR VP AMANDA GOLZ OLDWOOD INC TWO PERSONC CORP THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY. NEW YORK STAT SU NCE FUND DIRECTOR,INSURANCE FUND UNDERWRITING VALIDATION NUMBER:341880656 U-26.3 OLDWINC-01 CBEST CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DD/YYYY) 10/31/2022 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 pollcy(les)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain policles may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER NA E:CONTACT RIOgers Insurance Services PHO NEo,Ens):(925)365-3200 ('VC'No): FAX 117 Town and Country Drive E-MAIL . Suite B ADD�� S: Danville,CA 94526 INSURERS AFFORDING COVERAGE NAIC# INSURER A:Ohio Security Insurance Company 24082 INSURED INSURER B: Oldwood,Inc. INSURER C: 7280 Sound Ave PO Box 1461 INSURER D: Mattituck,NY 11952 INSURER E 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. INSR TYPE OF INSURANCE ADDL SUBR POLICY NUMBER POLICY EFF POLICY EXP LIMITS LTR I D D MM/DD 1,000,000 A X, COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ CLAIMS-MADE F OCCUR BLS63963666 10/11/2022 10/11/2023 PRE DAMAGEE RENTED 300,000 S(Ea occurrence $ 4 . MED EXP(Any one erson $ 15,000 PERSONAL&ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 X POLICY❑JECT LOC PRODUCTS-COMP/OP AGG $ 2,000,000 OTHER: $ CO AUTOMOBILE LIABILITY Eaaccl deD SINGLE LIMIT $ ANY AUTO BODILY INJURY Perperson) $ OWNED SCHEDULED AUTOS ONLY AUTOS FIR BODILY INJURY Per accident $ HIRED IR ES ONLY AUOTO ONLY PROPERTY DAMAGE Per accident $ $ UMBRELLA LIAB OCCUR EACH OCCURRENCE $ a- EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED RETENTION$ $ WORKERS COMPENSATION PER TE ETH- AND EMPLOYERS'LIABILITY Y/N ANY PROPRIETOR/PARTNER/EXECUTIVE ❑ E.L.EACH ACCIDENT $ FFICER/MEMBEREXCLUDED? N/A Mandatory In NH) E.L.DISEASE-EA EMPLOYEE $ If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,maybe attached if more space is required) Certificate holder is named as additional insured. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Glenn&Yvonne McNabb THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Gle Gle ACCORDANCE WITH THE POLICY PROVISIONS. 665 Arrowhead Ln Peconic NY 11958 AUTHORIZED REPRESENTATIVE ACORD 25(2016/03) ©1988-2015 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD CIA REVISIONS D E S 45'-11• 6'-4• 6'-4• 11'-6" 2 WI5 \ 2"X10"R.RI 0 16'OC.eN a•jI I -- _® --- IIIIIII IIIIIII _Y—oNCrcXl _-7OX"--'—8"\�—\_—\�, I\o°`f°�\�\ _ n o•\\ _NxW—oa lIIIlII 6" 2 "%1/-0"/R. 0 _1_6—"OC—/. 2"X10"C.J.®- D INSULA N L OF lo B_—'�-0%Ob�%"—o C/L— G/N.IZ 1 iL 0. 0 13 Al o-MOKE nDETECTOR F ®ci 8'-0•CLG. O SL 66068 � ]Sm---- BELOW I HN�sCo`+ I I as •••v I •I UJ ~zO LNE OF B'-'CLG 2"X12" RIDGE _------- -6° nI BELOW L'J CQw71/ O F vJ z 0 15'-7" Q o x WSMOKE / \\ ® •I L d 3 s ti N I DETECTOR e J N �n o Q 0 0 + ———— c I ® T. 2866L\\ 3 I x tiLli co O � �, F� \ "" I •I to in N +1 0/ OKE \ I ——I -1NE OF-8'-0•-GLG,-3 ————— 0 �' —VCTOR \ I O 7 I I in ® LINE OF 6'-W CLG. / 2'X1 R.®16"OC. I 2"X70•R.R.0 16"OC I I v U -30 INSULA ON I 14'-0° R00 BELOW I a I jI // IL 2x, HDR. 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Illlllllnl,lltl �I 1 ' 11 Illlllmlllllllun ,Illllllmll r II..I,IIIIIIIIInI,n1..I..,..I..,,.n.t1.l1.,I.,�V=,1 II, I.[[•3377��;;fmJayy.'�lyY��NNLLLL1l• .11.l,.t..l . '.�• . ,,.11.11.1,.INN,..n.,,. tn�ll�11�1����lingint��11N11�j1�111� 1_„l1,nllllmn,Inl,nllllln„I Ilmn,nllnllllllll■1,■1,n11llllllnl,allnllmlllllmlll1ln11 — --���n��n��l�m,�nunn��nnnal�nn�nnaln��nn��nn����nunnmum 1- _ v • .�-"R-30 INSULATION Q —1 ETECTOR EXISTING j • • EXISTING OPEN TO BELOW aOR Charles M. Thomas i ,� r■mot ..� .. 3 PROPOSED AL ■ EXISTING 14 ® ®� s �r v 1 THIS PROJECT IS IN COMPLIANCE WITH 2O20 RESIDENTIAL CODE OF NEW YORK STATE. RIDGE VENT 1"X2" TRIM ON 1"X8" RAKE - - - - - _ - - - - _ 1"X6" RAKE FRIEZE r - �� ASPHALT SHINGLE ROOFING RIDGE VENT PROPOSED EXTERIOR ADDITION 1 I_ =�.-[� ______ I� - ASPHALT SHINGLE ROOFING ASPHALT SHINGLE ROOFING ARCHITECT ----- --- 12 PROPOSED EXTER OR ADDITION REVISIONS D E S C R I P T 1 0 N - 7_�-I. -_ - \ 12� \ LANDING SEAM77' TF - PROPOSED SHED DORMER _ METAL ROOF 12 - 5 PROPOSED SHED DORMER A 25 � 1 EXISTING ROOF — \ line of collar ties 9'-2" i 1- \ - C AR PERFECTION SINGLES I EXISTING �� /� 0 EXISTING ROOF WINDOWS TO v TO REMAIN moo 1 i II - I_-_ _ . �i _ REMAIN ` � CEDAR \ ASPHALT SHINGLE ROOFING PERFECTION I — SINGLES _ CEDAR PERFECTION SINGLES 1 T.O. SECOND FLR.T.O. 9'-0" PLT. --- - 1"X12" TRIM BOARD I ED ED EE CW 5 CW 5 C 14 C 14 C 14 Eg CEDAR CEDAR PERFECTION PERFECTION SINGLES SINGLES 'CEDAR PERFECTION SINGLES CEDAR PER FEC' ION SINGLES CEDAR PERFECTION SINGLES T.O. FIRST FLR. CEDAR PERFECTION SINGLES GRADE GRADE ttD w 12" DECORATIVE COLUMNS LIJ _ 0 E F R O N T E L E V A T I O N _ E S I D E E L E V A T I O N 1 SCALE: 1/4" = 1'-0" — 2 SCALE: 1/4" = 1'-0" O UJ \ —� — — 2- W15 (� - - - - - - - - 2-2„XI2„ HD i- - — �. 1 \ I � ® I I I O \ I \ 2"X10"R.R! ® i6" OC. 2"X10''R. 1. @ 16" OC. I1 \ 0 �� �/ I I Q V J II \ IU I UI � U f ' \ I c. 2"X!0"C.J. 1 OC. F— 00 \ I � R-30 INSULAT ON � I / z\ 1 0 23'-6" 0 `� \ �, I z N Z L LI E OF 8_0'_CLG. 1OCCUFANCY Q X 0 \°�,� APPROVED AS NOTED USE IS 1I��.A -,;` w 1 N o o \G� I SMOKE flA 'a B.P. W�V 4 (n 00 ��IITh�OUT CERTIFICATE �r 1 \ LOFT NOTIFY BUMING DEPARTMENTAT OF Mr-UPA�NC1 O N \ 1 -o" CLG. / MOWING INSPECTIONS: N \ P.1 0 1. FOUNDATION•TWO REQUIRED Rn. MRED CONCRETE 5 J� I ROUGH•FRAMING&PUiMBING 01V,,►Di.." W 1' 'H .AL L C'�D 2S 0IF W I �, �. INSULATION t,l _ YORK SKATE &TOWN CODES -V) w \ ,+.,° xX FINAl.•CONSTRUCTLONUl:IJST AS REOUIR D AND CONDITIONS OF 1 Z N BE COMPLETE FOR C.Q SHOWE V' \ z x AM CONSTRUCTION SHALL MM'T TFIE 7 SOUTHOlOTOWN ZBA X I N AECIUIREMENiSSCIPTHEGODf:SOFNEW SOUTHOLDMINPLANNINGBOARD 1'M STATE NOT�SIBLE FOI1 LINE O 5'-1/2" CLG. a o0 4-91, \\ EXISTING I13 ORGIONSTRUCTIONERRORS SOUTHOLDTOWNTRUSTEES OPEN TO m . _ N.Y.S.DEC -- - - - - — — BELOW n 0 `� LINE OF 8"-0" CLG. 2068 I N PLUMBER CERTIFICATION - - - - EXISTING 4,-s.. _ _ _ "' ON LEAD CONTENT BEFORE ' ZEXISTING RIDGE co N OPEN TO EXISTING RIDGE �� 3'-0'�, BELOW 10ERTIFICATE OF OCCUPANCY pal I WATER w O „ o SUPPLYSYSTEJ'.�SOLDER USED �CANNOT J- pY� xBEDR00M " � i s—7 EXCEED 2110 OF f% LEAM N ? NEW CONSTRUCTION VENT X� (TYPICAL) w niRU ROOF cl� �`` `� XISTING RIDGE w ? "� N d `—� DETOECTOP \ \�- � WI11 ��� _ _ _ _ [1* ROOF Charles M . Thomas x _ _ _ _ W 1 N `" 111 III 2868 ��/ z +,,°'' \ \ o o N v F.A.I. & SANITARY SYSTEM 2• I p• a r C h I t e C t (3) 11 Ya' ML FLUSH 3'-0 �� h— 1 zII� _ _ — _ _ _ III X '�� \ x ,---� I -�-� PO 60X 871 JAMESPORT, o N - � T —1 — T_ EXISTING W ) F `� I �-2'Y NY 11941 (631) 127-7993 III � � \ I I I I W to I '_9..1 I I o BATH °° / 9<<�� \ 11 Ho�sE -1-11fv I 6-1-1/2•V PROJECT 1 � III o o I —0' ti�° EXISTING \ I 1 FRESH AIR INLET i1AV 1 w'C. LINE OF 8'-0" CLG. _L �1� 1 I I I I 111 N O BEDROOM I \ 11 silo VO I I 8'-0" CLG. N \ I _ - LINE 8'-0" CLG. 2"X1 .R. 16" OC. 1 1/2' 3, 2' CO SECOND FLOOR L51 E F III 1111 / 1 2"X10"R.R. © 16' OC. I 1 " CLG. I 1 (3) J"X8" HIDR I 1 ' - I 00 2"X10"C.J. ® 1 OC. 4 A251 4 CO o P.V.C. PIPE PITCHED LINE OF �` 'RM C° R-30 INSULAT ON 1 I CONNECT TO EXISTING AS PER N.Y.S. CODE EXISTING KNEE ALLI I PROPOSED DORMER _ _ _ o ROOF BELOW I 1 PROPOSED ALTERATION 1n 14'-0" CENTER NEW DORMER 1 BETWEEN WINDOWS BELOW r _JI , L� = 2"x1 " HDR. 11 PLUMBING RISER DIAGRAM J � _—_—_—_—_—_— _—_—_—_—_—_—_—_—_—_— SCALE: N.T.S - - �� - - - - - - � - - - - - - - - - J� DATE: 5/25/22 E S I G N C R I E R I A PROJECT No. DRAWING BY. CMT CHK BY. �w U lv SUBJECT TO DAMAGE FROM DWG No. P SEC 0 N D F L 0 0 R PLAN ��� GROUND WIND SEISMIC WINTER ICE FLOOD LIVE DEAD ROOF UPLIFT LOAD WALL SHEATHING USE/ HEIGHT AIR TYPE OF �I�V rn9' I; /1 r SNOW SPEED DESIGN FROST DESIGN SHIELD HAZARDS LOAD LOAD SUCTION LOAD OCCUPANCY FREEZING CONSTRUCTION 1 2 1I/ a- 001 - 00 Lam/ ` 4 v LOAD CATEGORY CLASSIFICATION INDEX �"" 1 SCALE: 1/4" = 1'-0" � U / \ WEATHERING DEPTH TERM NATE DECAY REQUIRED 1 OF 3 20 110 B SEVERE 36' MODERATE SLIGHT 11 Y E S FROM 1998 40 PSF 20 PSF PERIMETER EDGE ZONE - 6.72 PSF EDGE ZONE = 35.6 PSF RESIDENTIAL 34' 599 TYPE V TE TO FIRM MAPS INTERIOR ZONE = 51.4 PSF INTERIOR ZONE = 28.9 PSF HE MODERATE THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLCATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, N WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIIONS, THIS PROJECT IS IN COMPLIANCE WITH 2O20 RESIDENTIAL CODE OF NEW YORK STATE. ' (14) 10d x R TER RFTO WAR ARCHITECT CS16 STUD TO BAND JOIST REVISIONS D E S C R I P T 1 0 N (20) 10d x 1 1/2" FASTENER 0 0 0 MTS16 p35 s 0 MTS12 ° l 0 0 ° D 10 LTP4 LTP4 Uplift connectors shall bypass each other to LTP4, spacing as required for prevent cross—grain shear. SSP spacing for uplift. tension of band joist. n RAFTER TO WALL SILL TO RIM JOIST SCALE: N.T.S. (12) 8d x 1 1/2" FASTENER EXISTING Ridge Beam 2" X 12" RIDGE BEAM ,. i ni 1212EXISTING RIDGE ' -- --_2" x 6" RAFTER TIESMSTA@ 32" O.C. RAFTER UJ �X�� TECO EACH TYPICAL ROOF CONSTRUCTION ;. TYPICAL CEILING CONSTRUCTION (3) 11 Y:R STANDING SEAM METAL ROOFING ML FLUSH OVER 15# ROOF FELT ON 1/2" C X PLYWOOD D58 W 2"X8" CEILING JOISTS @ 16" O.C. \ Q5 SHETHING.2"*10" ROOF RAFTERS 16"O.C. Simpson Strong Tie = W/R-49 BATT. INSULATI \ \ WITH CEILING COLLAR TIES @ 32" O.C. I \ \ CS-20x18" MIN. WITH (7) 10d COMMON NAILS Simpson Strong—Tie O \ PER RAFTER INSTALLED OVER PLYWOOD UJ REMOVE EXISTING \ RIDGE STRAP TIE ADJUSTABLE HANGER ~ ROOF RAFTERS AS SCALE: N.T.S. 12' GYP. BD. FINISH / SCALE: N.T.S. Z Q T. S. 3 COAT JOB \ \ REQUIRED FOR NEW \ \ Q SHED DORMER C \ EXISTING ROOF Q UNFINISHED BATHROOM °' BEDROOM " o w TO REMAIN w 00 LLJ ATTIC _ Y I— z o ~ Q o Z (n J Q 'S UJ11 772r711 'S ­L011Uk JOISISEXISTING U) 1"X8" FASCIA WITH 1"X2" TRIM L 1/2" GYP. BD. FINISH n < O CONTINUOUS SCREEN VENT T. & S. 3 COAT JOB 0 EXISTING EXISTING EXISTING TYPICAL WALL CONSTRUCTION MASTER W.I. EXISTIN o TYPICAL FLOOR CONSTRUCTION CL BEDROOM CLOSET BAT 1 3/4" PLYWOOD SUBFLO R CEDAR PERFECTION SIDING M 1 3/4" 11 7/8" TJI FLOOR JOISTS @ 16" O.C. TYVEK HOUSE WRAP 1/2" CDX PLYWOOD C c EXISTING 0 W/MIN. R-19 BATT. INS LATION SHEATHING ON 2"X4" WD. STUDS @ 16" STUDY O.C. R-15 INSULATION EXISTING FIRST FLR. 2"X6" CCA SILL PLATE, TERMITE SHLD. ,• 1/2 0 ANCHOR BOLTS AT 8' OC. EXISTING GRADE FIRE STOP PER CE TER GIRDER CENTER GIRDER GRADE NYS CODE (TYP) (3) 1 3/4" X 11 7/8" MICRO-LAM (3) 1 3/4" X 11 7/8" MICRO-LAM 8" POURED CONCRETE FOUNDATION WALL ON A 8" X 16" POURED CONCRETE FOOTING 3" DIA. STANDARD WEIGHT o STEEL PIPE COLUMN I CELLAR ON A 30" X 30" X 15" 00 POURED CONCRETE FOOTING. (TYP.) 4" POURED CONCRETE SLAB CELLAR 4 MILL VAPOR BARRIER LIQUID MEMBRANE WATERPROOFING Charles M . Thomas COVE OVER FOOTING a r c h i t e c t PO BOX 877 JAMESPORT, NY 11947 (631) 727-7993 PROJECT s S E C T 1 0 N SCALE: 1/4" = 1'—O" SECTION DATE: 5/25/22 PROJECT No. DRAWING BY. CMT CHK BY. DWG No. �- 002- 00 20F2 THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUB CATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED, REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS, TOP PLATE FRAMING TO ACCOVIADATE TABLE R 301.7 ALLOWABLE DEFLECTION CORNER AND PARTITION POSTS OF STRUCRURAL MEMBERS PIPING — R602. 7. 2 STUCTURAL MEMBER ALLOWABLE p RAFTERS AND CEILING DEFLECTION JOISTS OR APPROVED TOP PLATES RAFTERS W/ GREATER L/180 ROOF TRUSS SLOPES TCANL W/NO TOP PLATESFINISHED SECOND STORY TOP PLATE— W M TABLE 3.1 ATTACHED TO RAFTERS GYPSM BOARD INSTALL�� IN STUD INTERIOR WALLS AND H 180 ' TOP PLATE SEE DRILLING AND 16d NAIL AT 24" O.C. / JOIST IS PERMITTED TO NOTCHING PROVISIONS ACCORDANCE WITH PARTITIONS FLOORS AND PLASTERED L/360 STUD ' BE CUT OR NOTCHED BORED HOLE MAX CEILINGS FLOOR JOIST— BETWEEN THESE LIMITS WALL STUD— DIAMETER 60% ALL OTHER STRUCTURAL L/240 BORED HOLE MAX z SEE DRILLING AND SEE DRILLING AND DIAMETER 40% BOTTOM PLATE NOTCHING PROVISIONS OF STUD DEPTH MEMEWALL - WFCM SECTION 3.3.1.1.1 NOTCHING PROVISIONS OF STUD DEPTH WFCM SECTION 3.4.1.1.1 WOOD STRUCTURAL PANEL " STUCCO LFINI HE PLASTER OR H/3so 1 3 SPAN 1 3 SPA 5/8 MIN. TO EDGE EXT. WALLS-WIND LOADS L/240 i / 1 / NSTALLED IN ACCORDANCE 5/8 MIN. TO EDGE >� r NAIL AT 6 O.C. WITH WFCM TABLE 3.1 WITH BRITTLE(b) FINISHES � o T LL PANEL EDGES) 8d NAIL AT 12" O.C. ON ALL EXT. WALLS-WIND LOADS L/240 5/8" MIN. TO EDGE it JOIST ENDS TO BE FRAMING MEMBERS NOT AT NOTCH MUST NOT EXCEED WITH FLEXIBLE a FINISHES NOTCH MUST NOT EXCEED FOR BLOCKING BLOCKED AGAINST PANEL EDGES 40% OF STUD DEPTH NOTES: L= SPAN LENGTH, H = SPAN HEIGHT 25% OF STUD DEPTH BAND JOIST AND BRIDGING ROTATION IN ACCORDANCE 0) CORNER DETAIL a. The wind load shall be permitted to be taken as 0.7 times the Un TOP PLATE OR BLOCKING SEE WFCM SECTION 3.3 WITH WFCM 3.3.1.3—END RESTRAINT component and cladding loads for hte purpose of the determining BORED HOLES SHALL NOT w NAIL AT 6 O.C. GYPSM BOARD INSTALLED IN deflection limits herein. AND 3.3.1.4 BRIDGING �,ALL ACCORDANCE WITH WFCM TABLE 3.1 BORED HOLES SHALL NOT BE LOCATED IN THE SAME IF HOLE IS BETWEEN 40% AND 60%BEARING ) BE LOCATED IN THE SAME b. For cantilever memebers, L shall be taken as twice the len ht PANEL EDGES q CROSS SECTION OF CUT OR OF STUD DEPTH, THEN STUD MUST BE of the cantilever. DOUBLE AND NO MORE THAN TWO WALL CROSS SECTION OF CUT OR 5/ " MIN. TO EDGE c. For aluminum structural members or paneles used in roofs or SUCCESSIVE STUDS ARE DOUBLED 1 IN.x4 IN. RIBBON walls of sunroom additions or patio covers, not supporting edge of LAP JOIST 3 IN. MIN. CUT INTO STUD — glass or sandwich panels, the total load deflection shall not AND SO BORED coCN exceed L/60. For sandwich panels used in roofs or walls of zz N N BAND JOIST BOTTOM PLATE FOR FIRE BLOCKING WOOD STRUCTURAL PANEL sunroom additions or patio covers, the total load deflection shall 0 N � OR BLOCKING INSTALLED IN ACCORDANCE WFCM 2015 SBC HIGH WIND ED i TI ON not exceed L/,2a TABLE R 301.2.2.2.1 WFCM 2015 SB C HIGH WIND EDITION `' cc M 16d NAIL AT 24 O.C. WITH WFCM TABLE 3.1 0 SILL PLATE JOIST e o . SECTION 3.4.3.1 .1 FIGURE RE 3.3B WALL BRACING ADJUSTMENT FACTORS BY ROOF SECTION 3.4.2.1 .1 FIGURE 3.3 A 8d NAIL AT 6 O.C. ON ALL COVERING DEAD LOAD CRAWL SPACE \—SUBFLOOR FRAMING MEMBERS AT PANEL NOTCHING AND BORED HOLE LIMITATIONS ROOF/CEILING ROOF/CEILING NOTCHING AND BORED HOLE LIMITATIONS OR BASEMENT EDGES AND 12 O.C. ON ALL FOUNDATION MONOLITHIC FRAMING MEMBERS NOT AT FOR INTERIOR NONBE RING WALLS DEAD LOAD DEAD LOAD B FOR EXTERIOR WALLS AND BEARING WALLS FOUNDAATIONRADE (b) INSIDE CORNER DETAIL PANEL EDGES � WALL SUPPORTING 15 psf or less 25 psf PLATFORM FRAMING INTERMEDIATE BALLOON FRAMING NOTCHING AND BORED HOLE LIMITATIONS EXTERIOR CORNER FRAMING ROOF ONLY 1.0 ,.2 BEARING WALL FOR EXTERIOR BEARING AND INTERIOR 0 ROOF PLUS ONE STORY 1.0 1.1 2x4 CONTINUOUS NON—BEARING WALLS: F 602.6 (� ) 8C (2) LATERAL BRACE AT 6' O.C. N TYPICAL WALL, FLOOR 8c ROOF FRAMING � FOR SI: 1 POUND PER SQUARE FOOT = 0.49 kN/M(2) JOISTS a. LINEAR INTERPOLATION SHALL BE PERMITTED 2-10d NAILS (Ld n O WIND—BORNE DEBRIS PROTECTION FASTENING SCHEDULE III N FOR WOOD STRUCTURAL PANELS ROOF FRAMING DOUBLE TOP PLATE � i�i TRUSS OR CEILING JOIST CD W F A S T E N E R S P A C I N G (inches) >< 11111, 11 111SEE STUD TO RAFTER z 6 FEET SECTION A—A c PPLE TUD OR STUD TO STUD DETAIL i GABLE END TRUSS FASTENER SPAN 4 FEET BL CKING F TONNACTORS Q < 4 FEET < PANEL SPAN < PANEL SPAN ENDWALLHFADER TYPE — < 6 FEET < 8 FEET 1/2" SPACINGS A A R QUIRED ry U ALLOWS E CH SIDE 10-8d � NO. 8 WOOD SCREW 16" 10" 8" HOLDDOWN AIL ANCHOR WITH 2" EMBEDMENT INSTALLATION LENGHT HEADER STUDS A L LENGTH 5d COOLER NAILS AT 10" O.C. 0 Q DOUBLE A A FULL STUD MIN.) ° NOTE: 2%4" BLOCK NAILED TO EACH AT HA DW�RE ° CORNER STUD UPLIFT CONNECTION IS REQUIRED BRACE WITH 4-10d NAILS CONNECTED TO BLOCKING NO. 10 WOOD SCREW 16" 12" 9" HOLDDOWN o ° TRANSFER SHEAR TOPIC L AT EACH END OF HEADER AND ANCHOR WITH 2" EMBEDMENT (HDU) ° R�QUI ED S N UP AT BOTTOM OF HEADER STUDS IN GYPSUM BOARD z ° ° NOTE: SIMILAR CO NEC R ADDITION TO CONNECTORS AT 5d COOLER NAILS AT 7" O.C. 0 W LENGHT ° ° CONNECTION AT EA H SIDEJ R UIR WALL STUDS AND AT TOP AND 7-7— FOUNDATION. BOTTOM OF CRIPPLES 20 GAUGE STRAP Li /4" LAG SCREW BASED ANCHOR ,6' 16" 16" SIDE WALL ° ° Cr NAILS AT 6` D.C. FLOOR BRACING AT END BAYS TYPICAL FRAMING AND UPLIFT 10-8d NAILS ----' o Uj (n WENGHT EMBEDMENT � END WALL ( WFCM FIGURE 3. 6 ) CONNECTIONS FOR OPENINGS � w I SUBFLOOR 8d NAIL AT 4 O.C. ENDWALL STUDS LLJ a. THIS TABLE BASED ON 180 MPH WIND SPEEDS AND A 33 FOOT MEAN ROOF HEIGHT. I FACE OF FOOTING CEILING BRACING GABLE ENDWALL b. FASTENERS SHALL BE INSTALLED AT OPPOSING ENDS OF THE WOOD STRUCTURAL PANEL. FASTENERS SHALL BE LOCATED NOT LESS THAN 1" FROM EDGE OF PANEL. BAND JOIST ril� Li 12" MAX. ( WFCM FIGURE 11 ) CD c. ANCHORS SHALL PENETRATE THROUGH THE EXTERIOR WALL COVERING WITH AN ; NAILS BASED ON EMBEDMENT LENGHT OF NOT LESS THAN 2" INTO THE BUILDING FRAME. , , 0 1i SHEAR WALL REQUIREMENTS FASTENERS SHALL BE LOCATED NOT LESS THAN 2 1/2" FROM THE EDGE OF CONCRETE BLOCK OR MASONRY. TOP PLATE U w d. PANELS ATTACHED TO MASONRY OR MASONRY/STUCCO SHALL BE ATTACHED USING PROVIDE RAFTER TO VIBRATION—RESISTANT ANCHORS HAVING AV ULTIMATE WITHDRAWAL CAPACITY OF NOT H NO CEILING RIDGE TENSION STRAP N LESS THAN 1,500 POUNDS. � ° H/2 BUT NEED OT ' '' DIAPHRAGM CENTER 2x BLOCKING RIDGE HANGERS IF USE 8—&d COMMON NAI S �y �� H/ BUT NEED NOT REQUIRED ON SHEATHING JOINT RAFTER TAILS ARE NOT EACH ENa OF 1 -1 4� _0 ° ° EXC ED 15 FT. AX. EXXCEED 40 FT. MAX. STRAPPED TO TOP / WOOD STRUCTURAL PANELS SHALL HAVE A MINIMUM THICKNESS OF 7/16 INCH (11.1 m) ° 0 15n f 32 WOOD STRUCTURAL PANELS 20 GAUGE STRAP HOLDDOWN ° CORNER STUD , 0 GABLE FACE AND ON WALL BELOW PLATE OF WALL BELOW (HDU) ° ° ° CONNECTED TO BASED ON SHEARWALL REQUIREMENTS W ROOF RAFTER o o or TRANSFER SHEAR FOUNDATION CLEA ANCE FROM SLOPES GABLE ENDWALL, BALLOON FRAMING " 0 ° 20 GA. STRAP— STUDB`�MIN.) PREFERRED METHOD RAFTER „ AT HA DWARF 4 WIDE MIN. 8d NAIL AT 12" O.C. ON o W (8) 8d NAILS HOLD DOWN ALL FRAMING MEMBERS EACH SIDE B ACKETS AT SHEAR WALL CORNERS NOT AT PANEL EDGES WINDOW AND DOOR OPENINGS: GYPSUM BOARD z W RIDGE BEAM (FLOOR TO FLOOR & FLOOR TO FOUNDATION; WFCM 16d NAIL AT w co FLOOR TO FLOOR PHD5 24" RIDGE TENSION STRAP DETAIL V// tz CONNECTION ° TABLE R 301 . 5 NOTES FOR SI: 1 POUND PER SF= 0.0479 kN/M(2), 1 POUND = 4.45N. �-- SIDE WALL a. ELEVATED GARAGE FLOORS SHALL BE CAPABLE OF SUPPORTING EXTERIOR WALL STRAPPING SCI EDULE 8d NAIL AT 6 A 2,00 POUND LOAD APPLIED OVER A 20 SQUARE INCH AREA. o s, AREA HOLDDOWN USED / LENGTH NUMBER OF CAPACITY OF HOLDDO S NOTES O.C. (ALL PANEL SECIT b. APPLIED 8 T0 04 TT S FOR CONVENTIONAL CEILING PACES MEETING THE JOISTSREQUIREMENTS IN T A B E R301 . 5 NAILS EDGES) SECTION R802.10.7 FOR TRUSSES. ATTICS WITHOUT STORAGE ARE J - WOOD S RUCTURAL PANEL THOSE WHERE THE MAXIMUM CLEAR HEIGHT BETWEEN JOINST AND RIDGE SIMPSON CS-20-40 INCHES MIN. 6-8d PER RAFTER 602 LB RAFTER TO RAFTER INSTALLED IN ACCORDANCE WITH RAFTER IS LESS THAN 42 INCHES, OR WHERE THERE ARE NOT TWO S l m son Strong — Tie RAFTER To STUD SIMPSON H-7 ANCH R 4-8d TO RAFTER 985 LB PER EVERY RAFTER NAILING SCHEDULE TABLE 3.1 OR MORE ADJACENT TRUSSES WITH THE SAME WEB CONFIGURATION MINIMUM UNIFORMLY DISTRIBUTED LOADS ( PSI ) p 8-8d TO STUD CONNECTION ( CAPABLE OF CONTAINING A RECTANGLE 42 INCHES HIGH BY 2 WCFM HI H WIND EDITION FEET WIDE, OR GREATERE, LOCATED WITHIN THE PLANE OF THE z A 3 5— Chimney From in g 2-8d TO PLATES ) _ 1 FLOOR TO FLOOR SIMPSON CS-20-40 INCHES MIN. 40-8d 1005 LB PER EVERY STUD OUTSIDE CORNER DETAIL TRUSS. FOR ATTICS WITHOUT STORAGE, THIS LIVE LOAD NEED NOT A CONNECTION BE ASSUMED TO ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD U s E L I VE LOAD ('3 ROOF RAFTER RIDGE DETAIL- REQUIREMENTS. C) STUD TO SILL PLATE SIMPSON H-8 5-8d TO STUD 745 LB EVERY STUD R INDIVIDUAL STAIR TREADS SHALL BE DESIGNED FOR THE o 4-8d TO PLATE GYPSUM BOARD 8d NAIL AT UNIFROMLY DISTRIBUTED LIVE LOAD OR A 300 POUND C a SIMPSON STRONG TIE HDU CONCENTRATED LOAD ACTING OVER AN AREA OF 4 SQUARE w pp`I * NOTES: 6 O.C. (ALL EXTERIOR BALCONIES 40 3 SCALE: N. T.S. ALL STRAPPING INDICATED MEETS OR EXCEEDS THE REQUIREMENTS IN THE SBCCI (STANDARD FOR HURRICANE RESISTANT RESIDENTIAL SIZE PER MOST RECENT ATALOG PANEL INCHES, WHICHEVER PRODUCES THE GREATER STRESSES. CONSTRUCTION, SSTD 10-99) TABLE 305 F1 FOR EAVE CONNECTIONS, TABLE 305 F2 FOR UPLIFT LOADS AT GABLE END WALLS AND SIDE WALL d. A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT EDGES) ANY POINT ALONG THE TOP TABLE 3.2 FOR FOUNDATION CONNEC IONS. NAILING OVER STRUCTURAL WOOD PANEL SHEATHING IS ACCEPTABLE AS LONG AS MIN. ° DECKS 40 (� NAIL PENETRATION INTO FRAMING IS CHIEVED. e. SEE SECTION R502.2. FOR DECKS ATTACHED TO EXTERIOR WOOD STRUCTURAL wALLs. PASSENGER VEHICLE GARAGES 50 * INSTALL THROUGH FIRST FLOOR SHOE. f. GUARD IN - FILL COMPONENTS (ALL THOSE EXCEPT THE w ®I PANEL INSTALLED IN HANDRAIL) , BALUSTERS AND PANEL FILLER SHALL BE DESIGNED L ® ACCORDANCE WITH TO WITHSTAND A HORIZONTALLY APPLIED NORMAL LOAD OF 50 ATTIC WITHOUT STORAGE 10 o NAILING SCHEDULE 16d NAIL AT POUND ON AN AREA EQUAL TO 1 SQUARE FOOT. THIS LOAD NEED m (TABLE 3.1, WCFM 2015 J 24" O.C. NOT BE ASSUMED TO ACT CONCURRENTLY WITH ANY OTHER LIVE ATTICS WITH STORAGE 20 LOAD REQUIREMENT. ��{{ ® HIGH 'WIND EDITION) APPLIESMEETING �V ®I z g.FOR STORAGE PER ATTIFOOTNOTE SPACESbNOSEE SECTION TR802 4.2REQURFORNTS ROOMS OTHER THAN SLEEPING ROOMS 40 a 8d NAIL AT 6" O.C. ON ``' CONVENTIONAL CEILING JOISTS AND SECTION R802.10.6 FOR ALL FRAMING MEMBERS TRUSSES. FOR ATTICS WITH LIMITED STORAGE AND CONSTRUCTED AT PANEL EDGES AND g INSIDE CORNER DETAIL WITH TRUSSES, THIS LIVE LOAD NEED ONLY BE APPLIED TO THOSE SLEEPING ROOMS 30 12" O.C. ON ALL PORTIONS OF THE BOTTOM CHORD OF NOT LESS TAHN TWO !FRAMING MEMBERS NOT ADJACENT TRUSSES WITH THE SAME WEB CONFIGURATION STAIRS 40 CONTAINING A RECTANGLE 42 INCHES (1067mm) HIGH OR GREATER AT PANEL EDGE'S BY 2 FEET (610 mm) WIDE OR GREATER, LOCATED WITHIN THE GUARDRAILS AND HANDRAILS 200 SHEET NO. PLANE OF THE TRUSS. THE RECTANGLE SHALL FIT BETWEEN THE • TOP OF THE BOTTOM CHORD AND BOTTOM OF ANY OTHER TRUSS 2 C R N E R BRACING DETAIL MEMBER, PROVIDED THAT EACH OF THE FOLLOWING CRITERIA IS MET: 1. AREA� EXTERIOR CORNER FRAMING ORTHE FRAMEDICOPEN NGSIN ACECORDANCE SSIBLE WITHBY AULL sECTION0WN 807S1TAND AIRWAY . SC ALE: N. T.S. 2. THE TRUSS SHALL HAVE A BOTTOM CHORD PITCH LESS THAN Simpson Strong Tie 2:12. h ATTIC SPACES SERVED BY A FIXED STAIR SHALL BE DESIGNED HDU TO SUPPORT THE MINIMUM LIVE LOAD SPECIFIED FOR SLEEPING ROOMS. a T (TABLE 3.2A WFCM 2018 HIGH WIND EDITION) The design of this structure is based upon prescriptive approach using the ( TABIE 3. 1 WFCM 2018 HIGH WIND EDITION SILL OR BOTTOM PLATE TO FOUNDATION ANCHOR BOLT Wood Frame Construction Manual (WFCM) 2018 130 MPH COPYRIGHT 2015 SBC .. CONNECTIONS RESISTING UPLIFT LATERAL & SHEAR LOADS published by The American Forest and Paper Association. Non- Structural elements G E N E R A L N 0 T E S: NAILING SCHEDULE are based upon the 2020 NEW YORK STATE RESIDENTIAL CODE. MAX. ANCHOR BOLT SPACING (INCHES) - ANCHOR BOLT CONNECTION FOUNDATION NOTES 1,2,3,4 1. All works shall be performed in accordance with all state, NUMBER OF NAILS RESISTING SUPPORTING For the Climatic and Geographical Design Criteria, see Table R301.2(1) on municipal, local zoning and building codes and ordinances JOINT DESCRIPTION NAIL SPACING 1/2" ANCHOR BOLTS 31 sheet no. 1 having jurisdiction and best standards of construction COMMON NAILS 1 - FLOOR All non engineered lumber to be Douglas Fir#2 or better g LATERAL AND SHEAR LOADS 2 - FLOORS 5/8' ANCHOR BOLTS 48 Wind Limitations-Section R301.2.1 prache tice. an Institute of Architects Conditions shall apply C` , 4-8d PER RAFTER/STUD 1. PRESCRIPTIVE LIMITS ARE BASED ON ASSUMPTIONS IN TABLE 3.28 RAFTER TO TOP PLATE TOE-NAILED 2. WHEN ANCHOR BOLTS ARE USED TO RESIST UPLIFT, LATERAL, AND SHEAR LOADS, THE MAXIMUM ANCHOR BOLT SPACING SHALL NOT EXCEED THE Design Criteria-Section R301.2.1.1. (See Table R301.2.(4)A for Wind-Born Debris to all work performed on this Protection Fastening Schedule For Wood Structural Panels p project. 4-8d PER JOIST LESSER OF THE TABULATED VALUES FOR UPLIFT LOADS (TABLE 3.2C) OR LATERAL AND SHEAR LOADS (TABLE 3.28). 9 ) 2. The Contractor shall verify all conditions at the site. Any " CEILING JOIST TO TOP PLATE TOE-NAILED 3. FOR THREE SECOND GUST WIND SPEEDS GREATER THAN 130 MPH. JOIST TO PARALLEL RAF TER FACE-NAILED 9-16d EACH LAP 4. IN NO CASE SHALL ANCHOR BOLT SPACINGS EXCEED 6 FEET ON CENTER. Live Load-Section R301.5 discrepancies must be brought to the attention of the Architect prior to commencement of construction. The Contractor shall be CEILING Light and Ventilation-Section R303 responsible for corrections not reported once he has started work CEILING JOIST OVER PARTITIONS FACE-NAILED Minimum Room Area-Section R304 except for hidden job conditions. z 9-16d EACH LAP Ceiling Height-Section R305 3. Contractor shall guarantee to the Owner that all materials and o 6-8d PER TIE Sanitation-Section R306 equipment incorporated in the work will be new, and that all work _ COLLAR TIE TO RAFTER FACE-IN AILED Toilet Bath and Shower Space-Section R307 will be of good quality, free from faults and defects for a period 2-8d EACH END Glazing-Section R308 of one year form the date of the final Certificate of Occupancy. BLOCKING TO RAFTER TOE-NAILED Garages and Carports-Section R309 4. The Architect shall not be responsible for the construction means, 2-16d EACH ENO Emergency Escape and Rescue Opening-Section R310 method, techniques, sequences or procedures, or for the safety TRIM BOARD TO RAFTER END-NAILED WALL FRAMING Means of egress-Section R311 precautions and programs in connection with the work, and he Landing-Section R311.3 shall not be responsible for the contractors failure to carry out v 2-16d (SEE NOTE 1) PER FOOT Ramps-Section R311.6 the work in accordance with the construction documents. The 4-16d JOINTS - EACH SIDE Stairway-Section R311.7 Architect shall not be responsible for the acts or omission by cn TOP PLATE AT INTERSECTION TOP PLATE TO TOP PLATE FACE-NAILE Handrail-Section R311.7.8 the contractor No changes shall be made in the documents w Guards-Section R312 and/or the building as designed without the expressed written o f-ACE-NAIL D STUD TO STUD FACE-NAILED 2-16d 24' O.C. Smoke Alarms-Section R314 consent of the Architect. HEADER TO HEADER FACE-NAILED 16d 16 O.C. ALONG EDGES Carbon Monoxide Alarms - R315 5. The contractor and all subcontractors shall maintain continuous Foam plastic-Section R316 insurance coverage statutory policies (Worker TOP OR BOTTOM PLATE TO STUD (END-NAILED) 2-16d PER 2X4 STUD 3-16d PER 2X6 STUD Flame Spread and Smoke-Section R315 Compensation, etc.) and general liability in an mount not cn Insulation-Section R316 Y Dwelling Unit Separation-Section R317 less than $ 5 million and automobile liability and damage o N N 4-16d PER 2X8 STUD Moisture Vapor Retarders-Section R318 coverage not less than $ 2 million. The Architect shall be N FACE-NAILED 2-16d (SEE NOTE 1,2 PER FOOT \ Protection Against Decay-Section R317 named insured on any and all policies. > \ _ N 6. Provide 0.025" of a meatal shield, other than aluminium, over fibrous \ \ FLOOR FRAMING Protection Against Termites-Section R318 Site Address-Section R319 insulation at all perimeter sills. Accessibility-Section R320 7. All wood in contact with concrete or masonry to be Wolmanized 4-8d PER JOIST Elevators and Platform lifts -Section R323 or pressure creosoted. JOIST TO SILL TOP PLATE TO GIRDER TOE-NAILED Flood Resistant Construction-Section R324 8. A single station smoke detector alarm device shall be installed EACH END in each bedroom, on all floors and shall be all interconnected per code. 2- d 9. All bathroom without operable windows to be mechanically ventilated BRIDGING TO JOIST TOE-NAILED Foundation-Chapter 4 BLOCKING TO SILL OR TOP PLATE TOE-NAILED 3-16d EACH BLOCK Design based upon presumptive load bearing values of sandy gravel and or gravel as per New York State Code. 3-16d EACH JOIST at 3000 pounds 10. Heating to be designed to provide 70 degrees F. with outdoor LEDGER STRIP TO BEAM FACE-NAILED per square foot. Contractor to consult Arcitect if different soil materials are designed air-temperature of 0 degrees F. and 15 MPH wind. 3-8d PER JOIST or test hole, for alternative footing and foundation wall design.found upon excavation, 11. All electrical work to be in accordance to the rules and 3-16d PER JOIST O regulation of N.Y.B.F.U. and a N.Y.B.F.U. certificate is N JOIST ON LEDGER TO BEAM TOE-NAIL to be presented to the Owner at the completion of the job. r'� BAND JOIST TOJOIST END-NAILED Foundation Notes: 12. Plumbing Installation to comply with State and Local codes BAND JOIST TO SILL OR TOP PLATE (TOE-NAILED) 2-16d PER FOOT 5/8" Ancor Bolts (SSTB-28) See chart on this sheet for spacing and the sewage disposal system tomeet Health Department standards. LJ O EACH END 13. Do not scale drawings. Use figure dimensions only. 2-8d 8" poured concrete foundation wall, 8'-O" high, 3000 # test 9 9 Y• ^I Minimum depth-Section 403.1.4, 48' minimum coverage to top of footing 14. All work to conform to the rules and regulations of the New York l v BLOCKING TO FLOOR JOIST TOE-NAILED ROOF SHEATHING 16"x8" poured concrete wall footings, 3000# test Energy Conversation Construction Code. All glazed area to be double and all exterior door i have insulated cores. 8d 6" EDGE / 6" FIELD 2-1 3/4"x11 7/8" Microlom Girder (or 3 1/2%11 7/8" Power Beam) glazed The insulation protection as indicated o these plans exceeds W UJ STRUCTURAL PANELS RAFTERS OR TRUSSES SPACED UP TO 16" OC 4" poured concrete floor slab with 6x6x#10 mesh and vapor barrier the Code's minimum standards. z gd 6" EDGE / 6" FIELD Damp proofing at exterior foundation below grade-Section R406 16. These drawings and specification are instruments of service and "` Q GABLE ENDWALL RAKE OR RAKE TRUSS W/O GABLE OVERHANG 30 x3O"x12 deep poured concrete column footings, 3000# test shall remain the property of the Architect whether the project for Sd 6" EDGE / 6" FIELD GABLE ENDWALL RAKE OR RAKE TRUSS W STRUCTURAL OUTLOOKERS CONCRETE TO HAVE 5 TO 7% AIR-ENTRAINMENT which they made is executed or not. They may not be used O 8d 4" EDGE / 4" FIELD Deck and porch flootings as noted, 3000# test, 48" minimum buried depth on any other project except by written authorization of the Architect. Q GABLE ENDWALL RAKE OR RAKE TRUSS W LOOKOUT BLOCKS 17. Architect has not been retained for site supervision, on-site U) U CEILING SHEATING Foundation wall to extend a minimum 8" above finished grade inspection and certifications as required or requested by the Owner, Q 5d COOLERS 7" EDGE / 10" FIELD All footing to be carried down to undisturbed soil contractor or local building department. GYPSUM WALLBOARD No footing shall be set higher than a 30 degree angle from any other footing WALL SHEATHING Pour no concrete on frozen ground or in freezing water. 0 Provide 3 1/2' steel lally columns. STRUCTURAL PANELS STUDS SPACED UP TO 16" OC 8d 6" EDGE / 12" FIELD Backfill shall not be placed against the wall until the wall has sufficient UPLIFT - CONTINUOUS PATH CONNECTORS strength and has been anchored to the floor above, or has been sufficiently CC braced to prevent damage by the backfill (Section R404.1.7.) USE SIMPSON STRONG-TIE CONNECTORS G Floors - WFCM Prescriptive Method. FOLLOW PRODUCT SELECTION GUIDE AND z Floor framing shall be nailed in accordance with Table 2 WFCM HIGH WIND EDITION. INSTALLATION MANUAL FOR HIGH WIND RESISTANT I Draftstopping - Section R502.12 CONSTRUCTION CATALOG C-HW02 W GYPSUM WALLBOARD 5d COOLERS 7" EDGE / 10" FIELD - Fireblocking - Section R502.13. z 0 ANCHOR BOLTS IN FOUNDATION USE: Lv Floor Construction: SST928 WITH BEARING PLATE, SEE FOUNDATION Simpson Strong-Tie 3/4" plywood subfloor, fasten per Table 3.1 WFCM. NOTES FOR SPACING Q Floor joists: see Foundation and Floor Plans, spacing as noted. U210 2X6 Q Fasten per Table 3.1 WFCM. SILL PLATE TO RIM JOIST USE: AT EACH RAFTER Q W 2-2x6 ACQ sill with termite shield and sill seal. LTP4 16" O.C. AT EXTERIOR PERIMETER Finish floors per agreement. AND GARAGE/HOUSE COMMON WALL 4-10d x 1 1/2' Wall construction - WFCM Prescriptive Method. USE (4)-8d NAILS AT EACH END - Wallfroming and finishing shall be nailed and or screwed in accordance with GARAGE STUD GARAGE SILL PLATE USE: SSP CONNECTOR AT 16' FLOOR SHEATHING WFCM, Table 2 and Section 4 O.C. NOTE: STRUCTURAL PANELS 1 x6 fascia, wrap Overhangs as noted. USE (4)-8d NAILS AT EACH END ATTACH LEDGER TO FRAMING Vinyl vented soffits. „ 1' OR LESS 8d 6" EDGE "12" FIELD Alluminum gutters and leaders. Siding: see Elevations. RIM JOIST TO STUD CONNECTION USE: MEMBER WITH Z-1/Z,> X 5 LAG �. 10d 6" EDGE / 6" FIELD Tyvek housewrop. MTS 36, 1s O.C. BOLTS AT 16" ON CENTER GREATER THAN 1 1/2' plywood cheating, see fastening schedule, Table 3.1, 3.9 WFCM. USE (4)-8d NAILS AT EACH ENO 2x4x Studs ® 16' o.c. with 2x4 shoe and double 2x4 plate FLOOR TO FLOOR CONNECTION USE: 1/2" Gypsum wall board MSTA 36, 16" O.C. 5/8"Type X GWB in garage. (2) layers 8" GWB at fire partition USE (4)-8d NAILS AT EACH END N 1/2" N Simpson Stron -Tie MR GWB in wet areas p g O RAFTER TO STUD CONNECTION USE: At least one window in each sleeping room shall comply with the exit reqirements MTS 36, EACH ROOF RAFTER U210 2X6 f- N of section R310. USE 8 16d NAILS AT EACH END F_ Note drilling and notching limitations in figure R602.6(1) for bearing walls and RAFTER TO RIDGE TO RAFTER CONNECTION USE: AT EACH CEILING JOIST .2 0- figure R 602.6(2) for non - bearing walls. H7 EACH ROOF RAFTER 11 Lv SIMPSON STRONG - TIE Follow exterior corner framing detail figure R602.10.5 4-1Od x 1 1/2 0 0 DECK 1 1 /4" COIL STRAP - Roof assemblies - WFCM Prescriptive Method (WFCM table 2) Asphalt strip shingles PBS44AOST FORTO CH POSTE CONNECTION USE: 16" O.C. USE 4-8D I shall have minimum of six (6) fasteners per shingle (section R905.2.5) Underlayment application (Section R905.2.7.)nailing see table 3.8 DECK POST TO GIRDER CONNECTION USE: NAILS AT EACH STUD SIMPSON For roof slopes of two (2) units vertical in twelve (12) units horizontal (17- PC44 FOR EACH POST <t Li ee SIMPSON H-8 USE W/ONLY j" ANCHOR BOLT (14") percent slope), o MIN OVERLAP IS 12 5- 8D TO STUD ONE SILL BP-3 PLATE up to four (4) units vertical twelve (12) units horizontal (33 -percent slope ), GIRDER TO DECK JOIST CONNECTION USE: SIn1pSOn Strong-Tie 4- 8D TO PLATE PLATE IN underla ent MTS12 c� EACH JOIST 7' MINIMUM MBEDMENT y171 ° U210 2X6 ( ) ATTACH T of EVERY STUD STUD TO SI (SEE ANCHORSCHEDULE, shall be two (2) lyers applied in the following manner. Apply A 19-inch (483)strip PORCH POST TO DECK USE: p AT EACH DECK PORCH JOIST " / ON DWGS A 3.1 AND A-3.2) underlayment felt layers with and starting at the eaves , fastened sufficiently to PS720 (ALIGN WITH JOIST BELOW) .� / hold in place. PORCH POST TO GIRDER USE: PS720 4.J ° SIMPSON Starting at the eave , apply 36- inch wide (914 mm( sheets of underlayment, PORCH ROOF RAFTER TO GIRDER USE: HDU overlapping H2.5A AT EACH ROOF RAFTER ITI ^ (14) SIDSY' X 3" WOOD SCREWS o successive sheets 19 inches (483mm), and fstened sufficiently to hold in place. 4-1Od x 1 1/2" 7" MIN EMB DMENT For roof slopes of four (4) units vertical in (12) units. TYPICAL P 0 R C H / DECK LEDGER U N (SEE FOUND TION PLANS A-3.1 AND Ice Protection (Section R905.1.2) CONNECTIONS e° '• °�'� A-3.2 FOR OCATION) Underlayment in High wind (Section R905.1.1) M o (MINIMUM D UBLE STUD) SIMSON STW - TI Flashing (Section R905.2.8) 0 CAD D eA e•D' t D L1 1 • D o " ,> Chimney and firespaces - Chapter 10 STU Y2 BEARING PLATE 1 1/4 COI STRAP 16 O.C. Energy Efficiency - Chapter 11, see attached report p. C. 0 '° o�a• a �h�a o• - Mechanical - Chapter 12 DOUBLE 2X MIN. USE 48DIAII_S ® ACH STUD, General Mechanical System - Chapter 13 FOR HEADER OR 'I-J D 'n .•e• s D. n 6' p o a e Heaitng and cooling equipment - Chapter 14 BEAM )) • 'D D D D D D D Exhaust Sustem - Chapter 15 >- D' ^• a .^,' a 4 �. 41 a D. °D _ MT530 \ Duct System - Chapter 16 Sim sore ■ �� Z e• . DOUBLE TOP PLATE ROOF RAFTERS Combustion Air - Chapter 17 p Strong-Tie Chimneys and Vents - Chapter 18 AC4 �- • SSP Plumbing - Part VII AT EACH POST o C> �n. ,D • o:eQ o, o SEE LAN Flood Zone - 301.2.4 n M 1 3/4" IMU LU ea EDGE DISTANCE •, c ,° H E'IFR L TA21 D Simpson Strong-Tie FLOOR TO FLOOR U CONNECTION KII� % Y2 STUDS CS20 1 " COILED " THREADED ROD CON N STRAP. MIN 12" REQUIRED FOR STU 1/2 ^ C�JAa STUDS OVERLAP AT EACH � STUD SIMPSON STRONG - TIE SIMPSON STRONG-TIE x 1 1�/4" COIL STRAP - H2A 2"MINIMUM CNW NUT COUPLER / \ SIDECOVER ( J 16 O.C. USE 4-8D AT EACH ROOF a a ° NAILS AT EACH STUD RAFTER USE 8-16D MIN EDGE " J(K 0 SI L ®® DISTANCIE* MIN OVERLAP IS 12 NAILS AT EACH END, 12" MIN OVERLAP PER ° RT2.5 COMPONENT °' ��- STHD8 `p a° : •° ' ' MIN EDGE SHEET N0. STUD TO ROOF RAFTER on , 7'P��'$• FLOOR TO FLOOR Simpson Strong-Tie DISTANCE* l� WRAP UNDER SILL PLATE " CONNECTION TYPICAL STRAPPING OR CONNECTIONS. AB *NOTE: SEE MANUFACTURERS FRAMED OPENIIIG EX ERIOR WALL AT EACH POST FOOTING MINIMUM DISTANCE CHART FOR 1 d MIN. OVERLAP IS 12 'I' CANTILEVER CONDITION INSTALLATION ' SILL PLATE TO RIM JOIST AND - f- RIM JOIST TO STUD CONNECTION - WALL_ TO FOU N DATI ON CONNECTION PORCH COLUMN CONNECTIONS