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HomeMy WebLinkAbout48551-Z f�SljffOl,f`�>ti 0V0 1pG Town of Southold 4/4/2023 y�t` P.O.Box 1179 y T+ 53095 Main Rd F� Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 43993 Date: 4/4/2023 THIS CERTIFIES that the building ACCESSORY GARAGE Location of Property: 1800 Youngs Ave., Southold SCTM#: 473889 Sec/Block/Lot: 63.-2-11 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 9/14/2022 pursuant to which Building Permit No. 48551 dated 12/1/2022 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: accessory garage as applied for. The certificate is issued to Santacroce Jr,Henry&Ellen of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 48551 3/8/2023 PLUMBERS CERTIFICATION DATED Aut ori d S'g ature - TOWN OF SOUTHOLD ��SUFEoc,r� BUILDING DEPARTMENT co .Y ' TOWN CLERK'S OFFICE o • 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#: 48551 Date: 12/1/2022 Permission is hereby granted to: Santacroce Jr, Henry PO BOX 152 Peconic, NY 11958 To: demolish and reconstruct an accessory garage as applied for. At premises located at: 1800 Youngs Ave., Southold, SCTM # 473889 Sec/Block/Lot# 63.-2-11 Pursuant to application dated 9/14/2022 and approved by the Building Inspector. To expire on 6/1/2024. Fees: ACCESSORY $330.40 CO-ACCESSORY BUILDING $50.00 Total` $380.40 Buildin ctor OF SOU�yol � o Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 sean.devlina-town.southold.ny.us Southold,NY 11971-0959 �Qly COWN BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Henry Santacroce Jr Address: 1800 Youngs Ave city:Southold st: NY zip: 11971 Building Permit#: 48551 Section: 63 Block: 2 Lot: 11 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: Home Owner License No: 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 Surrey Attic Garage X INVENTORY Service 1 ph Heat Duplec Recpt 12 Ceiling Fixtures 6 Bath Exhaust Fan Service 3 ph Hot Water GFCI Recpt 1 Wall Fixtures 1 Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures CO2 Detectors Sub Panel $0A A/C Blower Range Recpt Ceiling Fan Combo Smoke/CO Transfer Switch UC Lights Dryer Recpt Emergency Strobe Heat Detectors Disconnect Switches $ 4'LED Exit Fixtures 11 Sump Pump Other Equipment: 80A Sub 24 Circuit/ 6 Used Notes: ACC. Garage Inspector Signature: �� Date: March 8, 2023 S.Devlin-Cert Electrical Compliance Form ✓ oF SOUTyOIo # * TOWN OF SOUTHOLD BUILDING DEPT. couto, 631-765-1802 FOUNDATIINSPECTION [ ON 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: OVA"-eaV\ —Ro &&A-1 V i Lm iv oA7ai S vv tmovAl DATE INSPECTOR OF SO(/ThO6 TOWN OF SOUTHOLD BUILDING DEPT. Coum, 631-765-1802 INSPECTION 7F"UNDATION UNDATION 1ST [ ] ROUGH PLBG. 2ND [ ] INSULATION/CAULKING [ FRAMING /RTRAPPING FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: r\ DATE Z�l INSPECTOR OF SO(/Thol � # # TOWN OF SOUTHOLD BUILDI G DEPT. 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: qA d&J !s4O" A t�g,4 Q A a iii,414 ��A A 16 .O/ Alf/re, AA blmt- I"A 4 p �legel clokm DATE INSPECTOR S,i OF50UTy°�o y '�51 -- * # TOWN OF SOUTHOLD BUIL ING DEPT. co 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: Az c C4 9.44 1�z r a -y DATE 2 INSPECTOR �� I Of SOUTyOIo # TOWN OF SOUTHOLD BUILDING DEPT. °`ycourm��' 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I SULATION/CAULKING [ ] FRAMING/STRAPPING [ FINAL A-C' e...- [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O r [ ] RENTAL REMARKS: I 1OrC✓ . C V`Il (TIN) r DATE 3 Y3 INSPECTOR a ms's";•�"'� '. . -�,• �, - ��:�;:w�►< .. _.• ..,ter- , - r: L '~ S.5 Y MY v ` ice, tflG��.A .of o�"'.; h :, :-�•-.•r..- ;'� I AMb— mom it j � •��G� .r• f_ -' .->ryG=' 't fin-;. •' � �•'i -f' - �} ''i .;r _'� ,J •it ,� �'� K / !'! titer •i�JL'�^'Cr �! ���- ��J 'r • ` �!NN• ,�.�.yq i • '� . Jeri �' `v � •.'���y:N fy�.�1•. .\ � .r,y � �.ti°"' ;i���i��`i: ti i rS, y.. r - r � _ 1 y , i - r R2� ��.rte•+. .� •♦ 1 - `e i1 rr '4fr * ► j °A`1l }'� ' 4}a .�`"� � �� •„I J� �s;� � ;"d�i � � "' AF/j ��� 0�, ,. :� +, 1. �� d- iN � 4 � �1 i rpt., , 1� •v st'i + , .Y""�`' '•, �.!K r,A.•.lily .. -. .. _.y.. P i i� i i F ~ • • "w•u�evq. R ' t FIELD INSPECTION REPORT DATE COMMENTS X_ � o w► S o� 1 �Gl �i � �� FOUNDATION (1ST) 6f' --------------------------------------- A ®C FOUNDATION (2ND) u� z � o 0 o � � ROUGH FRAMING& PLUMBING O C U Cu N �r INSULATION PER N.Y. STATE ENERGY CODE v � FINAL VYD ADDITIONAL COMMENTS qD15 �a- �v 23 opal. 1 Qs'- 4LC 163 tot Z 17- yX S ro z e r b o�og�FFOI TOWN OF SOUTHOLD—BUILDING DEPARTMENT �z Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 W- � Telephone(631) 765-1802 Fax (631) 765-9502 https://www.southoldtowm.gov 4 Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only 1'' E (�lJ E � V E PERMIT NO. El/`/ Building Inspector: a SEP Applications and forms must be filled out in their entirety. Incomplete 1 ECYLDIMGDF-P applications will not be accepted. Where the Applicant is not the owner,an 'mak Owner's Authorization form(Page 2)shall be completed.. . Date: pL©yz OWNER(S)OF PROPERTY: Name: � SCTM#1000- Project Address: Phone#: Email: Mailing Address: '&pV CONTACT PERSON: Name: Mailing Address: 12Jv Phone#: �l �.Z3(�— 33 Email: /,17 DESIGN DESIGN PROFESSIONAL INFORMATION: Name: ZAati .��`6�i2 �n i�.$��, / Mailing Address: Phone 71 ff ® Email: q k ® 41,01 /;'Z'0'�-IQ CONTRACTOR INFORMATION: Name: Mailing Address: 276� Phone#: 3l^ �'3�- Email: DESCRIPTION OF PROPOSED CONSTRUCTION Structure E]AcWition ❑Alteration ❑RepaigDDem ition Estimated Cost of Project: r/ Will the lot be re-graded? ❑Yes. o Will excess fill be removed from premises? ❑Yes -itlo 1 PROPERTY INFORMATION Existing use of property: Intended use of property Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to r Q this property? ❑Yes*Nidb 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 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 n. e): ),C61T Lc- ❑Authorized Agent PR'Owner Signature of Applicant: Date: STATE OF NEW YORK) SS: COUNTY OF fia-CA-0(-Q , being duly sworn, deposes and says that(s)he is the applicant (Name of in vidual signing contract)above named, (S)he is the (Contractor,Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief; and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this day of 20OL V., Notary Public PROPERTY OWNER AUTHORIZATION Iublic NN ate of N Notary Public-State of New York Where the applicant is not the owner NO.On Suffolk Co 67 ( pp ) Qualified to Suffolk County My Commission Expires Oct 25,2025 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 EFpI r� BUILDING DEPARTMENT- Electrical Inspector rr, a,- v` SU ��► r:.. TOWN OF SOUTHOLD ;jJo Town Hall Annex -54375 Main Road - PO Box 1179 Southold, New York 11971-0959 �yql * Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr(cr�southoldtownny qov — seand at7southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFOR TION ( Information Required) Date: 2- 117122 Company Name: Electrician's Name: 5-�-� ✓'" License No.: Elec. email: Elec. Phone No: ❑1 request an email copy of Certificate of Compliance Elec. Address.: JOB SITE INFORMAT ON (A11formation Required) Name: llacer�- Address /i?eel Cross Street: I► A►LI/ 40-V-C Phone No.: Bldg.Permit #: 8ss- email: kre,..O-t 46, A-e Tax Map District: 1000 Section: Block: Lot: ei BRIEF D�EOoSCRIPTI N OF WORK, INCI,UDE SOjLJARE FOOTAGE�(Plea a Print Clearly): fz- Square Footage: 1 700 ce Circle All That Apply: Is job ready for inspection?: YES ❑ 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 Pole Work done on Service? Y RN Additional Information: PAYMENT DUE WITH APPLICATION at �2S �Re ci� 163 R-62 �� 4oli, SUFFQI�,r�? BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD o Town Hall Annex - 54375 Main Road - PO Box 1179 Fri Southold, New York 11971-0959 -' Telephone (631) 765-1802 - FAX (631) 765-9502 x rogerr(Q_southoldtownny gov seandAsoutholdtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATIO7Z1161-4A417 Information Required) Date: 2 �!7 f v3 Company Name: ., or— Electrician's Name: 3"tk IWYW License No.: Elec. email: Elec. Phone No: ❑I request an email copy of Certificate of Compliance Elec. Address.: JOB SITE INFORMAT ON (All formation Required) Y Name: Address: . ��- �/'� '��� Cross Street: �► ��� �� —��'"' r 71 Phone No.: Bldg.Permit y,?$,-/ email: G.►�l��d n �� , ��-�' Tax Map District: 1000 Section: Block: Lot: ai BRIEF D®®ESCRIPTI N;OF WORK, INCLUDE S ARE FOOTAGE (Please Prin , t Clearly): AA Square Footage: 40 tri Circle All That Apply: Is job ready for inspection?: YES 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 Pole Work done on Service? 17 y17 N Additional Information: PAYMENT DUE WITH APPLICATION oC l& a'3 341aclas �Re c,J� 163 $f'0 2 PERMIT # Address: Switches I�1 V 1 Outlets G FI's Surface Sconces I H H's UC Lts Fans Fridge HW Exhaust Oven WAD Smokes DW Mini Carbon Micro Generator Combo Cooktop Transfer AC AH Hood Service Amps Have /Used Special: Comments 9- /71 ,t/ a `'r �p� I I� �3 un ���� SURVEY OF PROPERTY �C D� SITUATE 'f SOUTHOLD t 000) > fOUNO TOWN OF SOUTHOLD N/0/CSLECxcHT X149�4 £Z R s o5E' SUFFOLK COUNTY, NEW YORK J• S SCxLE o.z JEN IFEg m. S.C. TAX No. 1000-63-02-11 SCALE 1 "=20' JULY 28, 2022 5'y v a c CO NSP(\ON c JANUARY 11, 2023 FOUNDATION LOCATION o FOV W O`U x AREA = 9,626 sq. ft. v \ 7Ao��X012, a 2A.o 30 �a 0.221 ac. a n `v OZN• o ONE GRP o = fS�� 00 �` H WOCK / `' p OR51% ,� SE g / HOV / A8 8 p w o i9 COVERAGE DATA Via P 382 �u' DESCRIPTION AREA % LOT COVERAGE i a°•: �•O. 2$ oed \j cEHOUSE 784 sq. ft. 8.1% 0t�y PORCH 194 sq. ft. 2.0% ° s hoc ' 0 ?2 o �� GARAGE 576 sq. ft. 6.0% 0 1' o 1;2,. . 0 1 r� • ' z3 2• 1�jo !A TOTAL 1,554 sq. ft. 16.1% W � N O � . lz o Z STORE FRAME d T � � V,7, PREPARED IN ACCORDANCE WITH THE MINIMUM o. •1 STANDARDS FOR TITLE SURVEYS AS ESTABUSHED BY THE LIALS. AND-APPROVED AND ADOPTED N� EgE EErj'�+ T�iTLRESA55 USF-Br-THE TIpBY�E� �YORK A�LAND ,•� w'� 0�9+30 � Dg,EREN ASR 1 /��.�.�, �R ,,T��'��® • , :. °. �GG JAN 17 2023 t: BUILDINGDEPT p a 70VdNOPSOUTHOLD id � 'Q +�� 'Y.S.DI1-11c. No. 50467 O t0 /\ UNAUTHORIZED ALTERATION TO ADDITION Nathan Tai�-Qorwin III "\ THIS SURVEY IS A VIOLATIM ON OF SECTION 7209 OF THE NEW YORK STATE -�� EDUCATION LAW. Land Surveyor COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED Successor To: Stanley J. Isaksen, Jr. LS. TO BE A VALID TRUE COPY. Joseph A. Ingegno LS. I( OINCERTIFICATIONSYTHEINDICATED HEREON SHALL RUN C A I\y ONLY TO THE PERSON FOR WHOM THE SURVEY Title Surveys - Subdivisions - Site Plans - Construction Layout I\y\lam IS PREPARED, AND ON HIS BEHALF TO THE \y� TITLE COMPANY, GOVERNMENTAL AGENCY AND Fax (631)727-1727 LENDINGLENDING INSTITUTION LISTED HEREON, AND ( ) TO THE ASSIGNEES OF THE LENDING INSD- OFFICES LOCATED AT MAILING ADDRESS TLmON. CERTIFICATIONS ARE NOT TRANSFERABLE 1586 Main Road P.O. Box 16 THE EXISTENCE OF RIGHT OF WAYS Jamesport, New York 11947 Jamesport, New York 11947 AND/OR EASEMENTS OF RECORD, IF ANY, NOT SHOWN ARE NOT GUARANTEED. E-Mail: NCorwin3®aol.com DATE(MMlDDI`fYYY) ,SCI R CERTIFICATE OF LIABILITY INSURANCE F1 A 081MOL3118 THIS �. NO THIS CERTIFICATE SSiOT AFFIRMATIVELY OR NEGATIVELY AMEND,R OF INFORMATION AND COWFERS OR ALTERRTHE COVERAGE A FORDED BY .THIS THE POLICIES CERTIFICATE DO BELOW. THIS CERTIFlCATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZ REED PRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANTT O the�8WAIVED.subject to the�ermsDITIOa d cond tions of the 1policy,,certain policies DmayNrequire anendorsement rA''ovisions or stat meet on IfSUBROGA this certifieafs does not confer rights to the certificate holder in lieu of suchCONT ACT Katie Jackson 631-821-2296 PRODUCER a�c 639-821-2200 FAX wo Brian Micena d5 Route 25A aooess: ��e•Jackson@American-Nations.com NAIc# INSURERS AFFORDING COVERAGE 29963 Suite D2United Farm Fami Insurance Company NY 11786 INSURER .__ Shoreham —_ -- —_.__."_._."_. - - INSURER B' INSURED Edward Gatto Inc INSURER C: 275 Sayer Road INSURER D INSURERS: Mattituck NY 11952 INSURER F: REVISION NUMBER: COVERAGES CERTIFICATE NUMBER: THIS IS 70 CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POWf LICICH JIS Y PERIO INDICATED. CERTIFICATEIATED. MAY 8E NOTWITHSTANDING OR MAYEPERITA NETHE INSURANCE AFFORDED BY THE POOR CONDITION ANY LICIES DESCRCT OR IBED HEREIN IS SUBJECT 70R DOCUMENT WITH TALL0 THEI TERMS, — EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REMDMUEi Y BY PAID LICYEXPCLAIMS. LIMITS INSR POLICY NUMBER MMIDD 1,000,000 LTR TYPE OF INSURANCE 3102X4379 02/07/2022 02/07/2023 EACH OCCURRENCE $ COMMERCIAL GENERAL I 100,000 A I PREMISES EPOW rrence $ 5000j CLAIMS-6.1ADE I OCCUR MED EXP(Any one person) $ PERSONAL BADVINJURY S 1,000,000 GENERAL AGGREGATE S 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER; PRODUCTS-COMPIOP AGG $ 2,000,000 X POUCY u JECT LOC Ee ecaden $ OTHER: t51NGLE LIMIT S AUTOMOBILE LIABILITY BODILY INJURY(Per person) SANY AUTO I BODILY INJURY(Per accident) S OWNED SCHEDULED PROPERTY DAMAGE IS AUTOS ONLY AUTOS Per accident HIRED NON•OWNED AUTOS ONLY AUTOS ONLY EACH OCCURRENCE I UMBRELLA LIAR OCCUR ++II AGGREGATE $ EXCESS LIAB CLAIM"ADE I 1 I S OTH- DED RETENTIONS STATUTE ER _�_...— IWORKERS COMPENSATION i E.L.EACH ACCIDENT '$ AND EMPLOYERS'LIABILITY YIN i ANYPROPRIErORIPARTNERIEXECUTIVE f 'I NIA £.L.DISEASE-EA EMPLOYEE $ OFFICERIMEMBEREXCLUDED? i_J (Mandatory,In NH) E.L.DISEASE-POLICY LIMIT $ If doscn a under DESCRIPTION OF OPERATIONS below t DESCRIPTION OF OPERATIONS i LOCATIONS I VEHICLES(ACORD 101,Ad anal Remarks Schedule,may be attached K more space Is required) Residential Carpentry CANCELLATION CERTIFICATE HOLDER Town Of Southold SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANGELLED BEFORE snne4 il�nin C4roct THE EXPNRAION dHe oucYRPROVtsIONsE WILL 8E DELIVERED 1N CJLJDLJJ Iv an, .,u .. A-Q0FW tN VJI Southold, New York 11971 AUTHORIZED REPRESENTATIVE r ©1988-2015 .CfOf_LR-D—CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD NYSIF New York State Insurance Fund PO Box 66699,Albany,NY 12206 1 nys6f.COm CERTIFICATE OF WORKERS' COMPENSATION INSURANCE (RENEWED) r a ^^^^^^ 113528926 a EDWARD GATTO INC f 275 BAYER ROAD MATTITUCK NY 11952 SCAN TO VALIDATE AND SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER EDWARD GATTO INC THE TOWN OF SOUTHOLD 275 BAYER ROAD 53095 MAIN RD MATTITUCK NY 11952 SOUTHOLD NY 11971 POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE 11088 153-0 31826 08106!2022 TO 08/0612023 9/112022 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 1068153-0, 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 AND, WITH RESPECT OUTSIDE OF NEW YORK, TO THE POLICYHOLDER'S INDICATED YHOLDER S REGULARNEW YORK STATE EMPLOYEES ONLYTO OPERATIONS IF YOU WISH TO RECEIVE NOTIFICATIONS REGARDING SAID POLICY,INCLUDING ANY NOTIFICATION OF CANCELLATIONS, VISITOR TO VALIDATE THIS CERTIFICATE, WEBSITE S L YORK STATE INSURANCE FUND S NOT LIAB E IN THE EVENT OF FAIURENTOIGIVEMSUCH NOTIFICA ONS. NEW THIS POLICY DOES NOT COVER CLAIMS OR SUITS THAT ARISE FROM BODILY INJURY SUFFERED BY THE OFFICERS OF THE INSURED CORPORATION, EDWARD GATTO PRESIDENT OF EDWARD GATTO INC (A ONE PERSON CORP) THIS CERTICATE NCE COVERAGE IFUPON I THE UCERTIFICATE HOLDER.I THIS MCERTIFICATE ANDCONFERS NOT NO RIGHTS IL EXTEND OR ATER THE COVERAGE AFFORDED BY THE POLICY. NEW YORK STATIC NSU5 ff E FUND DIRECTOR,INSURANCE FUND UNDERWRITING VALIDATION NUMBER:377987287 O.""Na.UUVJLY L.MPL.U1 Labor,Licensing&Consumer Affairs HOME IMPROVEMENT LICENSE Name EDWARD GATTO Business Name This certifies ftt.the Dearer is duly licensed EDWARD GATTO INC )y the County of suffolk License Number:H-34486 Rosalie Drago Issued: 03/0112004 Commissioner Expires: 0310IJ2024 NYSIF 12206 New York State Insurance Fund PO Box 66699,Albany,NY fijlSlf-COm.COf9i CERTIFICATE OF WORKERS' COMPENSATION INSURANCE ti,• ^^^^^^ ",13528920 EDWARD GATTO INC 275 BAYER ROAD S MATTITUCK NY 11952 SCAN TO VALIDATE AND SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER EDWARD GATTO INC HENRY SANTACROCE 275 BAYER ROAD 1800 YOUNGS AVENUE MATTITUCK NY 11952 SOUTHOLD NY 11971 POLICY PERIOD DATE POLICY NUMBER CERTIFICATE NUMBER 081CM022 TO 0810612023 9/1/2022 11088 153-0 197400 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 1088153-0, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERAIONS IN THE STATE OUTSIDTE OF NEW YORK: TOOF NEW YORK, EXCEPT AS THE POLICYHOLDERS S REGULARICTED BELOW, AND, WITH RESPECT NAEW YORK STATE EMPLOYEES ONLY TO OPERATIONS IF YOU WISH TO RECEIVE NOTIFICATIONS REGARDING SAND POLICY,INCLUDING ANY NOTIFICATION OF CANCELLATIONS, YORK STATDE INSURANCEFUND ISNOT LIABLE IN THE EVENT OF FAILURE TTOIGIVE MSUCH TNO NOTIFICATIONS. HE NEW IO S THIS POLICY DOES NOT COVER CLAIMS OR SUITS THAT ARISE FROM BODILY INJURY SUFFERED BY THE OFFICERS OF THE INSURED CORPORATION. EDWARD GATTO PRESIDENT OF EDWARD GATTO INC (A ONE PERSON 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 STAT5,MSU-NCE FUND DIRECTOR,INSURANCE FUND UNDERWRITING VALIDATION NUMBER:734668051 a i JAPOVID AS NOT D�/DATB.P.#FEE: BY:._ b — NOTIFY BUILDING DF?ARTMENT AT 765-1802 8 A TO = P,! FOR THE ELECTRICAL FOLLOWING INSPECTIONS: INSPECTION REQUIRED 1. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE 2. ROUGH - FRAMING & PLUMBING 3. INSULATION 4. FINAL CGNcT',I_, TION MUST BE COMPLETE F_L . .0. DO NOT PROCEED-WITH:_ ALL CONSTRUCTS - .SHALL MEET THE FRAMING UNTIL SURV�iys," REQUIREMENTS OF THE CODES OF NEW OF FOUNDATION LOCATIO`lV YORK STATE. NOT RESPONSIBLE FOR HAS BEEN APPROVED. DESIGN OR CONSTRUCTION ERRORS. COMPLY WITH ALL CODES OF All exterior lighting NEW YORK STATE & TOWN CODES installed, replaced or AS REQUIRED .AND CONDITIONS OF repaired shall conform a _ to Chapter 172 __ SLI j ..a BOARD of the Town Code � S J i RUSTEES N.Y E. TRUSS PLACARDING REQUIRED jCCUPANGY OR JSE IS-IUNLAW.FUL,- WITHOUT CERTIFICA- OF 00,CUPANCY RETAIN STORM WATER RUNOFF PURSUANT TO CHAPTER 236 OF THE TOWN CODE. 2020 NYS Residential Code / In ternational Residential Code N TABLE R301,2(1) w CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA /) N Q GROUND WIND DESIGN SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE SHIELD FLOOD AIR MEAN SNOW LOAD DESIGN DESIGN UNDERLAYMENT HAZARDS FREEZING ANNUAL (psf) SPEED TOPOGRAPHIC SPECIAL WIND-BORNE CATEGORY WEATHERING FROST LINE TERMITE TEMP. ("F) REQUIREMENT INDEX TEMP. (m.p.h.) EITECTS WIND REGION DEBRIS ZONE DEPTH 240#A SPHA L T SHINGL ES 1 MILE20 130 (ult) NO NO OM FIRE ISLAND B SEVERE _n -[I -fl3T-H-TITT-n-Ti:iT-n-TITT-H -TiiiT-n-iiTTii -ii-f Dula Tfl FT BFG TOF 3 DHEAVY ERATE 11 YES NO 599 51'F 1. AN APPROVED SET OF PLANS WILL BE ON SITE, AND AVAILABLE FOR INSPECTOR TO REVIEW AT ALL TIMES. 2.DESIGN IS IN ACCORDA14CE WITH AMERICAN WOOD COUNCIL (AWC) WFCM-2015 "WOOD FRAME CONSTRUCTION T.O.RIDGE MANUAL FOR ONE AND TWO FAMILY DWELLINGS", 2015 EDITION. NAILING SCHEDULE WFCM TABLE 3,1 ) -__ 111 11 11 11 11 " 111111 3.DESIGN LOAD CALCULATIONS: AS PER SECTION R301.5 *THIS SCHEDULE MEETS THE CRITERIA FOR A z � LIVE LOAD = 40 p.s.f. (ROOMS OTHER T-IAN SLEEPING ROOMS) THREE SECOND WIND GUST SPEEDS UP TO 140 M.P.H. 240#ASPHALTSHINGLES o 30 p.s.f. SLEEPING ROOMS ) M 40 p.s.f. (EXTERIOR BALCONIES AND DECKS) ROOF FRAMING 5"ALUM.GUTTER& 10 p.s.f. (ATTICS WITHOUT STORAGE), 20 p.s.f. (ATTICS WITH LIMITED STORAGE) NUMBER OF 2%3"LEADER 40 P.S.F. (HABITABLE ATTICS & ATTICS SERVED WITH FIXED STAIRS) JOINT DESCRIPTION COMMON NAILS NAIL SPACING DEAD LOAD (OTHER THAN ROOFS) = 10 p.s.f. (ACTUAL WEIGHT OF MATERIALS) II IT II 111 0 DEAD LOAD FOR ROOFS: AS PER TABLE R301.6 Rafter to Top Plate (Toe-Nailed) 3-8d Per Rafter SNOW, WIND & SEISMIC LOADING = REFER TO CHART ABOVE. Ceiling Joist to Top Plate (Toe-Nailed) 3-8d Per Joist � T.O.PLATE Ceiling Joist to Parallel Rafter (Face-Nailed) 3 PITCH: 13-16d Each Lap Ceiling Joist Laps Over Partitions (Face-Nailed) 3 PITCH: 13-16d Each Lap ?-0" -0• O Ceiling Joist to Parallel Rafter (Face-Nailed) 10 PITCH: 3-16d Each Lap z Ceiling Joist Laps Over Partitions (Face-Nailed) 10 PITCH: 3-16d Each Lap Collar Tie to Rafter Toe-Nailed 3 PITCH: 5-8d Per Tie Collar Tie to Rafter Toe-Nailed 10 PITCH: 2-8d Per Tie Q GENERAL NOTES : Blocking d Roof Rafter (Toe-Nailed) 2-8d Each End Rim Board to Rafter End Nailed 2-16d Each End THE DESIGN PROFESSIONAL WILL NOT HAVE CONTROL OR CHARGE OF AND WILL NOT BE WALL FRAMING 1/INYL SIDING LEASSELEC E AND BY NUMBER OF STYLEASSELECTEDBY RESPONSIBLE FOR THE WORK RELATING TO THE SAFETY PRECAUTIONS OR TO MEANS, METHODS, JOINT DESCRIPTION COMMON NAILS NAIL SPACING OWNER 12,0„ a TECHNIQUES, SEQUENCES AND PROGRAMS FOR THE CONTRACTOR TO PERFORM HIS WORK. Top Plate to Top Plate (Face-Nailed) 2-16d Per Foot 1. CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH THE PROJECT. IF IN THE COURSE OF Top Plates at Intersections (Face-Nailed) 4-16d Joints - Each Side m� CONSTRUCTION, A CONDITION EXISTS WHICH DISAGREES WITH THE PLANS, THE CONTRACTOR Stud to Stud (Face-Nailed) 2-16d 24" o.c. SHALL STOP WORK AND NOTIFY THE DESIGN PROFESSIONAL. SHOULD THE CONTRACTOR Header to Header (Face-Nailed) 16d 16" o.c. Along Edges T.O.FOUNDATION w Top or Bottom Plate to Stud (End-Nailed) 2-16d Per Stud FAIL TO FOLLOW THIS PROCEDURE AND CONTINUE WORK, THE CONTRACTOR SHALL ASSUME � GRADE VAR/ES z a) Bottom Plate to Floor Joist, Bandjoist, 2-16d 1,2 Per Foot -ALL RESPONSIBILITY & LIA131LITY ARISING THEREFROM. I I I v End' ist or BlockingFace-Nailed I I I I I 2. DESIGN PROFESSIONAL IS NOT ENGAGED FOR SUPERVISION IN ANY CAPACITY UNLESS FLOOR FRAMING L______________________________-J L______J NOTED OTHERWISE. 3. HOMEOWNER AND/OR OONTRACTOR 15 RE5PONSIDLE FOR ALL REQUIRED IN5PEGTION5 NUMBER OF I I I i Z O DURNINO THE GOUR5E OF OON5TRUOTION. JOINT DESCRIPTION COMMON NAILS NAIL SPACING B.O.FOOTING f f NEWS"PC FOUNDATIDNWALL ON8"x>6"PC.FOOTING g Ill- 4. ALL CONSTRUCTION IS TO BE IN ACCORDANCE WITH THE INTERNATIONAL RESIDENTIAL L----------------------------------------------------------------J L---------------------------- • CODE. BUILDINGS AND STRUCTURES AND ALL PARTS THEREOF, SHALL BE CONSTRUCTED Joist to Sill, Top Plate a Girder Toe-Nailed 4-8d Per Joist a 0 Bridging to Joist Toe-Nailed 2-8d Each End � U TO SAFELY SUPPORT ALL LOADS, INCLUDING DEAD LOADS, LIVE LOADS, ROOF LOADS Blockingto Joist Toe-Nailed 2-8d Each End W w m� SNOW LOADS, WIND & SEISMIC LOADS PER CODE SECTION R301. Blocking to Sill or Top Plate (Toe-Nailed) 3-16d Each Block 5. ALL ELECTRICAL WORK SHALL BE INSTALLED BY A LICENSED & INSURED ELECTRICIAN. Ledger Strip to Beam (FaceNailed) 3-16d Each Joist I / I Q 3 Q ELECTRICIAN SHALL ENSURE ALL WORK PERFORMED IN ACCORDANCE WITH THE ELECTRICAL Joist on Ledger to Beam (Toe-Nailed) 3-8d Per Joist ff FONT E J-1-V AT IO I V SCALE.1/4'1@'E:1/4"=1-0" i�IC�1�T 511 t- / TION SCALE.1/4°=1-0" O Z o FIRE UNDERWRITERS AND HAVE WORK NSPECTED BY SAME. Band Joist to Joist (End-Nailed) 3-16d Per Joist W O p 6. ALL PLUMBING WORK SHALL BE INSTALLED BY A LICENSED & INSURED PLUMBER. Band Joist to Sill or To Plate Toe-Nailed 2-1fid 1 Per Foot Cl) 7. APPLY FIRE PROOF CAULKING AROUND ALL OPENINGS, CRACKS, AND HOLES WHERE ROOF SHEATHING t REQUIRED ON DOORS, WINDOWS AND ANY OTHER APPLICABLE LOCATIONS PER CODE. NUMBER OF l/ N 8. ALL DIMENSIONING FOR WOOD FRAMED WALLS ARE TO THE BARE STUDS UNLESS NOTED JOINT DESCRIPTION COMMON NAILS NAIL SPACING ATOVOTHERWISE. Structural Panels " " 500FE OF W0�� o 9. DO NOT SCALE DRAWINGS. Interior Zone Location 8d 6" Edge/12 Field I �d N 10. ALL LUMBER & PLYWOOD MUST BE GRADE STAMPED. Perimeter Zone Location 8d 6 Edge/6 Field 1, 1�EMOVE EXISTING 1 STOi�Y 1=i�AME 6A1�AC�E 0 ' 11. FLOOR, CEILING, ROOF JOISTS, HEADERS & WALL STUDS TO BE DOUG. FIR #2 WITH A MIN. Gable Endwall Rake or Rake Truss w/ 8d 6" Edge/6" Field z c) fb=825 p.s.i. up to 1' overhang 2, MAINTAIN EXIN56 6A1 AGE 5LAD ON 61�ADE OUT 5L-AD TO 3'-O" 5ETDAGK FfT OM #',L, Q � 12. WHERE HEADERS ARE NOT SPECIFICALLY CALLED OUT ON PLANS, PROVIDE HEADERS Diagonal Board Sheathing nan.�/l� o � 1"4" or 1x8 2-8d Per Support Y , 13. ALL HEADERS 6OVER ALL 4 OAR LAOR6E_RRMUST HAVE DOIBLEGSUPPORTRSTUDSHEADER SCHEDULE 1"x10" or Wider 3-8d Per Support 'j, NEW 1 1/Z 5TOFY C 18' rtT, ;F12AME GAIzAC)EWiTrI 5701�AGE ADOVE lav,rn 14. ALL INTERIOR PARTITIONS TO BEAR ON DOUBLE FLOOR JOISTS. CEILING SHEATHING 15. ALL FLOOR OR CEILING JOISTS WHICH ATTACH TO FLUSH HEADERS, BEAMS, OR OTHER =EW MEMBERS ARE TO BE INSTALLED WITH JOIST HANGERS. NUMBER OF 16. SOLID BLOCKING IS TO BE INSTALLED IN FLOOR SYSTEMS BENEATH ALLJOINT DESCRIPTION COMMON NAILS NAIL SPACINGyo STRUCTURAL POSTS WHERE: LOADS ARE TO BE TRANSFERRED TO HEADERS Gypsum Wallboard 5d Coolers 7" Ede 10" Field QUR . BEAMS, OR OTHER MEMBERS BELOW. WALL SHEATHING Q��Q� N �Q �\�CR FSy,�. ,.t 17. LAMINATED LUMBER TO BE TRUS JOIST MICROLLAM LVL 1,9E SERIES (OR EQUAL). Ql ' ' IT r ` NUMBER OF 15 �4 "� ,' ' ,� tet,•' `� �` LAMINATED LUMBER TO BE FULL SPAN MEMBERS TO LOCATIONS INDICATED ON PLANS, 'r+t r � Lu : NO SPLICING PERMITTED. LAMINATED LUMBER IS NOT TO COME INTO CONTACT WITH JOINT DESCRIPTION COMMON NAILS NAIL SPACING > 0•, �; CONCRETE. IN BASEMENT GIRDER LOCATIONS PROVIDE BITUMINOUS MASTIC PROTECTION Structural Panels . «� '�j• 'I % z ALL AROUND BEAM POCKETS. MULTIPLEMEMBER BEAMS TO BE FASTENED TOGETHER AS Interior Zone Location 8d 6" Edge/12" Field 03- �C Perimeter Zone Location 8d 6" Edge/12 Field PER MANUFACTURERS SPECIFICATIONS. 1 Fiberboard Panels 18. ALL SKYLIGHT OPENINGS ARE TO BE DOUBLE FRAMED WITH JOIST HANGERS. 1/2" 11 ga. gals. roofing nail 3" Edge/6" Field 19. ALL CONCRETE WORK SHALL CONFORM TO THE REQUIREMENTS AND RECOMMENDATIONS 25/32" 11 ga. galy, roofing nail 3" Edge/6" Field - ' OF ACI-84 SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS (F'C 3500). Gypsum Wallboard 5d Coolers 7" Edge/10" Field 3.0 1 REINFORCING STEEL SHALL CONFORM TO ASTM A615 GRADE 60. Hardboard 8d 6" Edge/12" Field W 20. ALL FOOTINGS TO BEAR ON UNDISTURBED, WELL COMPACTED GRANULAR SOIL OF 2 Particleboard Panels 8d (As Per Manufacturer) 'f'NCj w 2000 LBS. PER S.F. BEARING CAPACITY. IF FIELD VERIFIED SOIL CONDITIONS VARY, Diagonal Board Sheathing ��`S 11 1 x6" or 1"x8" 2-8d Per Support 'ar CONTRACTOR IS TO NOTIFY DESIGN PROFESSIONAL IMMEDIATELY BEFORE PROCEEDING 1"x10" or Wider 3-8d Per Support WITH ANY MORE WORK. FLOOR SHEATHING 21 LEVEL INCLUDING INSTALL HARDWIRED BASEMENSMOKE: TS ENTER�ONNECTED BEDROOMS BUILDONE ING. EACH FLOOR • � �' � � �� - n S. 23. DOMESTIC HO22. KITCHENS & ST WATER PIPEATHS TO 'S WITHIN INSULATED NSULATED WALL, JOIST, ETC,ST FANS AS PER N.Y.S. DCAVITIES ING ETO BE JOINT DESCRIPTION COMMON NAILS NAIL SPACING * GkR '�, INSULATED. Structural Panels i` 1" or Less 8d 6" Edge/12" Field f 24. EXTERIOR DOORS AND WINDOWS TO BE INSULATED GLASS. ANY DOOR OR WINDOW Greater than 1" 10d 6" Edge/12" Field ♦ '"' WITH GLASS LESS THAN 18" ABOVE FLOOR, THE GLASS IS TO BE TEMPERED. Diagonal Board Sheathing 25. OPENINGS FOR EMERGENCY USE SHALL INCLUDE DOORS OR OPERABLE PARTS OF 1"x6" or 1"x8" 2-8d Per Support ' ✓ Q WINDOWS LOCATED AS TO PROVIDE UNOBSTRUCTED EGRESS TO LEGAL OPEN SPACES. 1"x10" or Wider 3-8d Per Support �' " fir `•� •�.. < SUCH OPENINGS SHALL NOT IMPEDE EGRESS IN AN EMERGENCY & SHALL HAVE A Nailing requirements are based on wall sheathing nailed 6 inches on-center at panel edge. ♦ Ct �' �L :� Il 0 MINIMUM AREA OF 5.7 SQ. FT. WITH A MINIMUM HEIGHT OF 24" & A MINIMUM WIDTH OF 20" If wall sheathing is nailed 3" on-center at the panel edge to obtain higher shear capacities, „ O • 011 " nailingrequirements for structural members shall be doubled, or alternate connectors, such _j as WITH BOTTOM OF OPENINGS NO HIGHER THAN 44 ABOVE FINISHED FLOOR IN ALL as shar plates, shall be used to maintain the food path. ♦ L+ �• I' 1 ,,� 0 J ABOVE GRADE STORIES. (FIRST FLOOR WINDOW OPENING ONTO GRADE COULD BE 5.0 ® �* • Lj, G� hh O a L- SQ. FT. OPENING) ALL HABITABLE SPACES MUST MEET THESE REQUIREMENTS. When wall sheathing is continuous over connected members, the tabulated number of nails " C � 'C• �. 3.0' 26. THE OWNER SHALL MAINTAIN EXISTING CELLAR OR BASEMENT AS PER INTERNATIONAL shall be permitted to be reduced to 1-16d nail per foot. !, �Qf•3 ,,• 0- (0 L j U V (0 RESIDENTIAL CODE AND PROVIDE REQUIRED EGRESS BEFORE UTILIZING IT AS LIVING +I"ti N • W W ~ 27. INTERIOR FINISHES AS PER OWNER/BUILDER AGREEMENT. .n 0 •H. e• ���+ i p" .OQ �",,. / = I_ r- REFLECTIVE WHITE i - r tv� ® �, �p - "/' w v ALLOWABLE DEFLECTION OF HEADER SCHEDULE ..--'' �• .-� J X i 0 REFLECTIVE PANTONE # 187 �,,,,, ca" 0 5�" (ff •' I- Q STRUCTURAL MEMBEIRS ALL MATERIAL FOR WOOD FRAMING TO r G f • ' , (j� -'''�' I- otS Q (PER TABLE R301.7 OF IRC) HAVE A MINIMUM fb OF 825 P.S.I. THE CONSTRUCTION TYPE =�p �' x`13 " r ,+"'''"'" ,� i" ("1 '1�r/ �+ s ALLOWABLE NOMINAL LUMBER SIZE: SPANS: 1 l!� * 5Ea +�"'� � • �•'> • a) LO 0 O STRUCTURAL MEMBER DEFLECTION CLASSIFICATION OF THE ` ` •�-~'"y =F -n } ' ' � W (10 RAFTERS HAVING SLOPES GREATER THAN L/180 (2) 2X8 UP TO 4'-0" �� �,.,+++" PROPOSED 24 x 24 z a M Lo A 3 PITCH WITH NO FINISHED CEILINGS (2) 2X10 4'-0" TO 6'-0" STRUCTURE UNDER IBC '. l Qom+ '• 'c�' t ' cm N N ATTACHED TO RAFTERS (2) 2X12 6'-0" TO 8'-0" " �.r >U! .� r+'1 ,,^.;f 1 ++• •f;� _ CO 00 O INTERIOR WALLS & PARTITIONS (2) 1 3/4"X11 1/4" LVL 8'-O" TO 10'-0" SECTION 602 ! . �'""'' -� -o � �• 1 2 STORY (181HT. } . _ c U) M .-- H/180 . .✓ Cjr (� �Fj. / / 'y� ._ W Q FLOORS L 360 POSTS SHALL BE 4X4 (NOMINAL) G3 '� ^, (n W M O / 6 DIAMETER FRAME GARAGE V/ �1 CEILINGS WITH BRIITLE FINISHES L/360 NOTE: ALL SIZES CALLED OUT ON ANY OF ' n � 4_0 � CD M V THE FOLLOWING DRAWINGS WiLL SUPERCEDE ALL OTHER STRUCTURAL MEMBERS L/240 THIS SCHEDULE. ':7A �� w, Cf EXTERIOR OR STUCCO FINISH INISHWITH PLASTER af H/360 ;` ? * .Q . + • '� �G iO M Q z O ca EXTERIOR WALLS: WIND LOADS WITH H/240 i (� t�, Q � X .� OTHER BRITTLE FINISHES I- O N EXTERIOR WALLS: WIND LOADS WITH L/120 • """"" , 'fir 0 � � 'c- U- E FLEXIBLE FINISHES �,✓ ' ` "013 .1C.'Qti a W CU EXTERIOR WALLS: WIND LOADS WITH L/1 80 0 .ry • _ J FLEXIBLE FINISHES, INTERIOR GYPSUM " BOARD FINISH ' 1 d LINTELS SUPPORTING MASONRY WALLS L/600 w c �� ��/ J 4 / •t;f1,�� a) FLEXIBLE FINISHES 2 f �"'� • • >': V1 to NOTE:L - SPAN LENGTH 'fr.i►+� i j t ZCID H = SPAN HEIGHT U T t f I_ o n $`�''' j W � `` N ,� ■� NOV 3 0 2022 z o O TOP PLATE SPLICE F;EQUIREMENTS ;; p o v, J WFCM TABLE 3.21 r \� , ,r �, � BUILOING DEPT W BUILDING MINIMUM SPLICE ® � � � ` � j � �` TJ1��OESnt1 _I, � g DIMENSION (FT.): CIO LENGTH (FT.): t �, , ` �� R 12 - 5 f F LOT F L-AN - 101 1 " rh ,, SGALE , 1 -0' O 20 8 STROKE w 0 NOTE : 51TE 1'LAN FOI I?E1=fEf�ENGE ONLY, v o ■ 24 10 o ■ INFORMATION TAKEN 1=120M OFIGINAL 5J1\/EY DY o °a 28 11 L* �.., _. . :_ a a 32 13 z BUILDING '• , Nathan Taft Corwin t!6 M 36 14 C 1�` COVERAGE DATA 3 STANDARDS AND CODES .� Land Surveyor V -a 40 16 � 1 w. l LLi rn N 50 20 D E S I G N A TI 0 N F 0 R STRUCTURAL �/' Successes To:Stonlry hokun, t S. U DESCRIPTION AREA X LOT COVERAGE 4 Josegh ti Mgtgno LS. O > r a Ttte Surveys-SuWwisione - Ste Plons - CorotnKtion layout co LL O W so 24 COMPONENTS THAT ARE O F « I Foe (631)727-1727 > o 0 ✓ 8 t 1] PHONE (631)727-2D90 r Q J Z 0 70 28 TRUSS TYPE CONSTRUCTION HOUSE 784 sq. !t. i OMCES LOCATED AT MALNG ADDRESS I F- Z Q J Q 15E6 Han Rood P.O.Bae 16 N Z Z = I V • damesport,New York 11947 O W Q 80 32 F FLOOR FRAMING, INCLUDING * PORCH 194 sq. E-Hal:NContn30aolcorn � �� r /1 2�0� 'A7amesp 'New York 11947 ,, I Q = Q F_ x CD 1. TABULATED SPLICE LENGTHS TOP PLATE TO TOP GIRDERS AND BEAMS 1 i I Z O� O 378slt, 3.9/. . . :, PLATE CONNECTION SHALL NOT HAVE MORE THAN R ROOF FRAMING GARAGE O W O H o 2-16d NAILS PER 6 INCHES O --I O N 2. TABULATED SPLICE LENGTHS ASSUME A BUILDING FR FLOOR AND ROOF FRAMING LOCATED IN EXPOSURE B OR C " TOTAL 1 .358 sq. !t. 1 d•O� DRAWING LIST o o r1z gas r o w06I- o 3. TOP PLATES SHALL BE A MINIMUM OF STUD GRADE SAMPLE - TITLE 19 NYCRR PART 1265.4 PROPOSED ADDITION 198 SQ. FT. 2.O% T-1 TITLE SHEET, PLOT PLAN & ARCHITECTURAL DATA o a C MATERIAL PLACE ENGINEERED WOOD PLACARD ON NEW TOTAL 1556 SQ. FT. 16.0% A-1 FLOOR PLANS AND SECTION WITH ELEVATIONS Q � = o OR ADJACENT TO ELECTRICAL METER BOX. Q q N CONT,RIDGE VENT NOTE:ICE SHIELD TO BEAT LEAST TWO LAYERS OF N H R/DGE STRAPP/NG (2)13/4 18"L VL RIDGE UNDERLA YMENT CEMEWED TOGETHER OR OFA SELFADHER/NG N Q POLYMERMODIFIED BITUMEN SHEETEXTEND/NG FROM THE SEEDETA/L 12 EAVES EDGE TOA PO/NTAT LEAST24"INSIDE THEEXTER/OR °- 2X 10RAFTERS@ 16-O.C. �1.5 WALL LINE OF THE BU/LD/NG.(USE ON ENTIRE FLA TAREA) ROOF RAFTER (SEE PLAN FOR SIZE 12 / / \ 1/3 VENTED SOFFIT ROOF RAFTER AND SPACING) (SEE PLAN FOR SIZE FASTEN WITH 2X 10RAF7ERS@ WO.C. \\\ �g 1 AND SPACING) MINIMUM / / FASTEN WITH (4) BD NAILS / " \ �n X/ d MIINIMUM EACH END 245#ASPHALTON30#FEL T0VER 1/2"PLYC.D.X. // / I'1 �'►\ \\ Z C.0 (4) 8D NAILS ° (2) TOP PLATE / / I I I \ D u EACH END ° HURRICANE TIES \ C O (SEE PLAN FOR SIZE) SEEDETA/L // // I I § I \\\\ J ory o N 00 DOUBLE TOP PLATE o (SEE PLAN FOR SIZE) SIMPSON a o u H2 CONNECTOR p SIMPSON ® 16" O.C. 'S' \ 0 2 X 12 FLOOR JO/S @ W 0.C. W p H2.5 CONNECTOR WALL STUD / \ p ® 1s" O.C. ' (SEE PLAN FOR SIZE 2X4FRAMlNG@ 16"o.c. (2)1 "X 14"LVL HDR. ° PROPOSED 8"P. CONC FOUNDATION WALL ON 8"x 76"P.C. FOOT/NG O THE SIMPSON H2.5 IS TO BE USED °° AND SPACING) WITH SIMPSON H6 STUD TO TOP COMPLIES WITH ° ° (3) 8D COMMON TOE-NAILS ARE " z PLATE CONNECTOR WHEN THE VINYLS/D/NG0VER 3/8 FAN FOLD ON TABLE 3.3b ALSO REO'D fOR SHEAR do COMPLIES WITH TABLE 3.3B, WFCM R.R. DO NOT ALIGN WITH THE WFCM 1995 LATERAL BRACING PER TABLE TYVEKHOUSE KMP OVER 1/2"PLY C.D.X, 8'0"PLT.HT. q-0" PROPOSED FRAME WALL (EXTERIOR W/R19INSUL. ) Q 1995 WALL STUDS. ABOVEFDN. 3.3A, WFCM-1995 FLOOR TO FOUNDATION PROPOSED KNEE WALL (EXTERIOR W/R19 INSUL. ) USE WHEN ROOF RAFTER ALIGNS WITH WALL STUD STRAPPING f2'-0" 12'-0" Al 02,5 GONNEGTOF DETAIL 80160OVHlNSULATEDDOOR SIMPSON STRONG - TIE NTS TYPICAL.'22x6ACO SILL PLATE 5INF50N 02-00NNEGTOR W/THANCHOR BOL TS@32 0.C, AZ SEE DETAIL 0 SIMPSON STRONG - TIE NTS � U GRADE VAR/ES GRADE VAR/ES W 0 16 STUDS TYPICAL:8"THKFD'NWALL ON 8x16 t e : z_ ® 1s" 0.C. P.CONC FOOTING W/2-,#5REBAR& � � U 1.25"x 20&AU&E 6"POURED CONCRETE SLAB ON STRAP TIES a Ib"O.G. 1x2 KEY ON TWO TON VIRGIN SOIL z LAPPED UNDER BILL ,, •, COMPACTEDF/LL W/POLYVAPORBARRIER o o: N 0 MINIMUM(4)DO NAILS Ile � � AND 6x6/10-101MNM z EACH END(PER TABLE 5 0- 55B WFCM I9a15) TOP PLATES ►----HEADER PER PLANS d 0_ ;��• ?•. 9a'�ANCHOR BOLTS �� ! W w .~..,: 4 NUTS 52' O.G.W/ SEE PLANS 6A�ASrf 5 F-0 �O I V ��� SCALE.'1/4"=1'-0" 0. W �D 5"X5"WASHERS CO C MINIMUM?'EMBEDMENT USP MP4F CONNECTOR, 16" Q.C. Q 3 ?�i�►','..'f _ INTO POURED CONCRETE FASTEN W/ (12) 8d, 1-� LG. NAILS 0 O O Q •"'• ;," FOUNDATION(12"FROM W .% ' :�"A�'��••'•. MIN. (2) 2x4 AT FRAMED OPENINGS ` `: •' CORNER WHERE HOLD •.i:;:'..+.'.'�.•��;•� '+,:��:;.. DOWN 15 NOT USED) (n !n A .!•r SHEATHING PER PLANS �:i":`.'J.," ::'• :: :,?,. t�`+:.' ': .,•: -H Jim 4" COVER 11 IT 11 11 IT 11 11 IT 11 11 11 11 lillij 11 q�jl .1111 11 11111 1111 11 11111 USP RS250 COILED STRAP N `'::••,+;; r; - ,,. OR APPROVED E UAL FROM N SILL TO TOP PLATE N • '' #4 REBAR (CONT.) �<,s: ?:j. : _..• jI 8" P.C. FND. 1I II HOLDDOWN CONNECTORS - REFER TO ' TYPICAL ONE STORY/SLAB CORNER `' HOLDDOWN DETAIL" Z G II n IIIT 11 11 IT 11 11 IT 11 1 IT 11 111 111 11 IT 11 11 IT 11 11 IT 1111 fl I SILL PLATE - REFER TO "TYPICAL 0 111 Im SILL CONNECTIONS 0 SLAB" DETAIL 11 1 IT 11 111111 11 IT 11 1111 111 111111 IIITII 1111 .10 A3 5rUDWALLTO 5LADGONNEGTION II POURED CONCRETE WALL [TII IIITIl IIITII 111111 IIITI 111111 11 IT 11 11 SIMPSON STRONG - TIE NTS11 IT 11 11 In [Alill 111111 111111 r 00 11 11 IT 11 1141111TIl IIITII 1� 11 IT 11 11 '��'�� Q U� y" 6fA6EWALLFA5TENER ��� RAS �'� NOTE: INSTALL WHERE INDACATED ON FOUNDATION PLAN SCALE: N.T.S. w ` O PHD6 HOLDOWN 9 O STUD CONECTOR 13/4" INSTALL AS PER O MFR' SPECS P. CONC �O FOUNDATION WOOD SCREWS PROVIDED WITH Q �. HOLDOWN 7/8"a SSTB28 HOLDOWN d �• A ANCHORBOLT BY SIMPSON • ' i• y.' •:•F • . GRADE VARIES GRADE VARIES • • • � I 1 I I GRADE VARIES 1 1 I I A c" CENTER OF 2x6 1 I 1 I �e=,k � 1 1 I I N sEcnoNAA r__NEW8"P._C.FOUNDATIONWALL ON8"x16'PC.FOOTING_ ___l r______ Ll PLAN 0 TYPICAL OUTSIDE CORNEk ---------------------------- ----------------------------------------------------------- PLATE mSLAB ON GRADE ¢ < J Q rlOLD DCWN GONEGTO� DETAIL tIOLD DOWN ANGt10?DOLT DETAIL L T 511 �- /f�TION 0 NOTE: INSTALL WHERE INDACATED ON FOUNDATION PLAN ( }� ) N.T.S. NOTE: INSTALL WHERE INDACATED ON FOUNDATION PLAN N.T.S. SCALE.'1/4"=1=0" �E A� E t-� AT f O ~ J SCALE.'f/4"=1=0" O c� � 24'0" W W A) (� F) = VJ (2)2x8HEADER () -c1 s'✓ 3040Df�jW/NDOW I— �-- IDN 0 N • de ° I I I I _ (V � � 0 C . Z a M Lr) f 1 d ' I 3V t (2)R.R. N N — e e' a ¢ °°, a. 1 NEWZx12F.J.@ 12"O.C. TYPICAL FLOORJOlST ' .0 = ti 00 O DOUBLE FRAMING @ STAIR "L. W CL ed n v I I NEW2x10 R. 16'0.C.\ O b•e d I OPENING Iw 1 = � cMD M a e .• • 4. j 1 — -12LRR----- I 1T-01/2" 4A. " p Z p i� ' I EXISTING 6"POURED CONCRETE SLAB ON e ° I pA Ilk CL) 1 I • :. .nf 1 V 1 p Q C X . COMPACTED FILL W/POL YVA POR BARRIER I ; CSA ACBE § N 1 �Q' �—. 0 cd cu 1 i AND 6x6/10-10WWM <.. ' �' d I 1 NEW2x10R.R.@ 1 O.C. t S� W LL 1 I ° I 8'-0"PL T HT. � 1 R C �- W 1 I •: A. I 1 ABOVEFDN. N p o a p I I 4•< \— 2ND 1'LOO W Se J i UNEXCAVATED A#�EA § 1 I ` d 1 1 N 13 N N A fit s ° j 1 a p NEW2x6 CEIING JO/ST @ 16"O.0 Z p^ _� j ••e'4°' < ,a; ° ' •'� 1 2X4FRWING@16"0.0 N 1 I 4d .'e' 1 M M I N M z (� de I e i 4'-0" a 6=3112' 1 . ° • e I . i SILL PLA TES OR BOTTOM PLATES d. ° •' 1 1 w l O cp ' I HAVE FULL BEAR/NG ON 'I I ------------- SHALL j ui _ d 1 •' 1 2 .R, I NEW2 10 R.R.@ 16"O.C. -r U � N I I THE FOUNDATIONSYSTEM AS ' , . 't 1 ------------------------------ � ' 1 1 r "I ,I Q Z O J PER SECTION 3.2.1.7 ANCHOR di I i 1 " 1 LU co NEW2x10 . .@ 16 O.C. Z l TYPICAL ROOF ' o Lu ' I BOL IS @ 23"0.C. SLAB ONLY °' ° ' ''• a i z 1 s=3 r�" 05 ` ' FRWINGATSHED i RAFTER DOUBLE z 1... .: ° :•` <. ° 174U1',^ ! °e °,• a••~. ° e' °e. .w d}e 'j I NEW2x12F.J. 12"0.0. I X68 NV DORMER ^ W e: 1 :' d "• ' ' e n• a'• •..° : . A. I III `v O I I XLT y z I , °. .,4 .• ° • TYPICAL: d • :I 111 ___ a .••• r r n °.. 4 d. . °' 'I II I DROP 4,. ..I I11 I _—__�) .R —____ 1 I W Wi � d I I Z ZI 2 R O . I. .° ..,. HAUNCH SLAB I I I a • ', '.�r , 4 • a: ° ' " � I 1 g, I I 4 " 2410" Q U o ' . 1 CONTINOUSFOOT/NG•. d ., :• I I i i �' t > 0O 701200VH INSULA TED DOOR I GL 5, �ff-- � a ,•, ------------------------------ ° a •. n I (2)1x8/EADER . ------------------------------ W Z d 1 (2)1 "X 16"LVL HDR. 3040 DHW/NDOW W �- rn u.i 0) N .� O f2d" 5-10" 6'-0" f2-0" 6'-0" 11-s"01 ¢ M.0. Q � >- m 0 E— (D Z 0 24'-0" 24'0' 24-0" N Z J W N Of to M � � :D 00 0 J "� I 1 "� ( o W o 2 0 FO V N W-I ION F L_/�N SCALE.'114'4VP 1 5 I F L_O O� f 1--AN SCALE:1/4"=14" 2—NID F LO O A F 1--A N SCALE.'1/4"=1'•0" T_ W 00 O N r 1 � O 2 2 Q = O ti U Q O • _ ,_ 2020 N YS Residen tial Code / In tennational Residen tial Code TABLE R301.2(1) A N W CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA C,1 Q GROUND WIND DESIGN SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE SHIELD FLOOD AIR MEAN 2 SNOW LOAD DESIGN DESIGN UNDERLAYMENT HAZARDS FREEZING ANNUAL (psf) (SPE hD} TOPOGRAPHIC WIND REGION WINDORNE DEBRI-BS CATEGORY WEATHERING FROST LINE TERMITE TEMP. (''F) REQUIREMENT INDEX TEMP. RUSBERMEMBRANE 20 130 (ult) NO NO 1IILESSTTANFR&&OM B SEVERE BOF 3 MODERATE 11 YES NO 599 517 ROOF/NG FIRAISLD FT BFG TO HEAVY 1. AN APPROVED SET OF PLANS WILL BE ON SITE, AND AVAILABLE FOR INSPECTOR TO REVIEW AT ALL TIMES. 2.DESIGN IS IN ACCORDANCE WITH AMERICAN WOOD COUINCIL (AWC) WFCM-2015 "WOOD FRAME CONSTRUCTION NAILING SCHEDULE WFCM TABLE 11 ). T.O.RIDGE MANUAL FOR ONE AND TWO FAMILY DWELLINGS", 2015 EDITION 3.DESIGN LOAD CALCULATIONS: AS PER SECTION R301.5 *THIS SCHEDULE MEETS THE CRITERIA FOR A z° � LIVE LOAD = 40 p.s.f. (ROOMS OTHER THAN SLEEPING ROOMS) THREE SECOND WIND GUST SPEEDS UP TO 140 M.P.H. 240§ASPHALTSHINGLES IT 11 Hll 11111 a 30 p.s.f. SLEEPING ROOMS ) o 11 11 1 1 04 40 p.s.f. (EXTERIOR BALCONIES AND DECKS) ROOF FRAMING 5"ALUM.GUTTER& a 10 p.s.f. (ATTICS WITHOUT STORAGE), 20 p.s.f. (ATTICS WITH LIMITED STORAGE) NUMBER OF 2%3"LEADER 40 P.S.F. (HABITABLE ATTICS & ATTICS SERVED WITH FIXED STAIRS) JOINT DESCRIPTION COMMON NAILS NAIL SPACING DEAD LOAD (OTHER THAN ROOFS) = 10 p.s.f. (ACTUAL WEIGHT OF MATERIALS) 0 1111 P"Hil 11 IT 11 11 1 DEAD LOAD FOR ROOFS: AS PER TABLE R301.6 Rafter to Top Plate (Toe-Nailed) 3-8d Per Rafter SNOW, WIND & SEISMIC LOADING = REFER TO CHART ABOVE. Ceiling Joist to Top Plate (Toe-Nailed) 3-8d Per Joist T.O.PLATE W Ceiling Joist to Parallel Rafter (Face-Nailed) 3 PITCH: 13-16d Each Lap F••-• Ceiling Joist Laps Over Partitions (Face-Nailed) 3 PiTCH: 13-16d Each Lap 2'0" z-0" Q Ceiling Joist to Parallel Rafter (Face-Nailed) 10 PITCH: 3-16d Each Lap Ceiling Joist Laps Over Partitions (Face-Nailed) 10 PITCH: 3-16d Each Lap W z Collar Tie to Rafter Toe-Nailed 3 PITCH: 5-8d Per Tie co Collar Tie to Rafter Toe-Nailed) 10 PITCH: 2-8d Per Tie o Blocking Roof Rafter (Toe-Nailed) 2-8d Each End ® Q GENERAL N O T E S " Rim Board to Rafter End Nailed 2-16d Each End WALL FRAMING 16? VINYL SID/NG COLOR AND THE DESIGN PROFESSIONAL WILL NOT HAVE CONTROL OR CHARGE OF AND WILL NOT BE NUMBER OF RESPONSIBLE FOR THE WORK RELATING TO THE SAFETY PRECAUTIONS OR TO MEANS, METHODS, STYLEASSELECTEDBY OWNER o TECHNIQUES, SEQUENCES AND PROGRAMS FOR THE CONTRACTOR TO PERFORM HIS WORK. JOINT DESCRIPTION COMMON NAILS NAIL SPACING �r-o° Top Plate to Top Plata (Face-Nailed) 2-16d 1 Per Foot 1. CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH THE PROJECT. IF IN THE COURSE OF Top Plates at Intersections (Face-Nailed) 4-16d Joints - Each Side CONSTRUCTION, A CONDITION EXiSTS WHICH DISAGREES WITH THE PLANS, THE CONTRACTOR Stud to Stud (Face-Nailed) 2-16d 24" a.c. 0 SHALL STOP WORK AND NOTIFY THE DESIGN PROFESSIONAL. SHOULD THE CONTRACTOR Header to Header (Face-Nailed) 16d 16" o.c. Along Edges T.O.FOUNDATION w Top or Bottom Plate to Stud (End-Nailed) 2-16d Per Stud FAIL TO FOLLOW THIS PROCEDURE AND CONTINUE WORK, THE CONTRACTOR SHALL ASSUME 6 GRADE VARIES z 0 Bottom Plate to Floor Joist, Bandjoist, 2-16d 1.2 Per Foot - c I- ALL RESPONSIBILITY & LIABILITY ARISING THEREFROM. End' ist or Blockin Face-Nailed I I I 1 I I I I I V 2. DESIGN PROFESSIONAL IS NOT ENGAGED FOR SUPERVISION IN ANY CAPACITY UNLESS L------J L-------------------------------J i i L J NOTED OTHERWISE. FLOOR FRAMING to 3. HOMEOV4NER AND/OR 00NTRACTOR 15 RE5PON5I5LE POR ALL REQUIRED INSPECTION5 NUMBER OF f Z O DURNIN0 THE GOUR5E OF GON5TRUGTION. JOINT DESCRIPTION COMMON NAILS NAIL SPACING B.O.FOOT/NG 4. ALL CONSTRUCTION IS TO BE IN ACCORDANCE WITH THE INTERNATIONAL RESIDENTIAL L-- -------------------- NEWS P.C.FOUNDATION WALL 0N8 x 16'P.C.FOOT/NG 5 CL -----------------------------------------J L------------------------------------------ ----J Joist to Sill Top Plate or Girder (Toe-Nailed) 4-8d Per Joist '----------------' F- d � CODE. BUILDINGS AND STRUCTURES AND ALL PARTS THEREOF, SHALL BE CONSTRUCTED Bridging to Joist Toe-Nailed 2-8d Each End -t U TO SAFELY SUPPORT ALL LOADS, INCLUDING DEAD LOADS, LIVE LOADS, ROOF LOADS Blocking to Joist (Toe-Nailed 2-8d Each End m W 0 ms, SNOW LOADS, WIND & SEISMIC LOADS PER CODE SECTION R301. Blocking to Sill or Top Plate (Toe-Nailed) 3-16d Each Block 5. ALL ELECTRICAL WORK SHALL BE INSTALLED BY A LICENSED & INSURED ELECTRICIAN. Ledger Strip to Beam (Face-Nailed) 3-16d Each Joist j� J I Q Q 3 Joist on Ledger to Beam (Toe-Nailed) 3-8d Per Joist �I\O I SIT E L�/AT I O I V �16� 51TDE E t-EVAT I O N ELECTRICIAN SHALL ENSURE ALL WORK PERFORMED IN ACCORDANCE WITH THE ELECTRICAL SG4LE.1/4 E.f/4^=P-0" SCALE.>/4"=1'-0^ W W Z b FIRE UNDERWRITERS AND HAVE WORK NSPECTED BY SAME. Band Joist to Joist (End-Nailed) 3-16d Per Joist 0 W O D 6. ALL PLUMBING WORK SHALL BE INSTALLED BY A LICENSED & INSURED PLUMBER. Band Joist to Sill or To Plate (Toe-Nailed) 2-16d 1 Per Foot N CO) cn 7. APPLY FIRE PROOF CAULKING AROUND ALL OPENINGS, CRACKS, AND HOLES WHERE ROOF SHEATHING REQUIRED ON DOORS, WINDOWS AND ANY OTHER APPLICABLE LOCATIONS PER CODE. NUMBER OF 8. ALL DIMENSIONING FOR WOOD FRAMED WALLS ARE TO THE BARE STUDS UNLESS NOTED JOINT DESCRIPTION COMMON NAILS NAIL SPACING 5�0 OF wol�� CN OTHERWISE. Structural Panels O 9. DO NOT SCALE DRAWINGS. Interior Zone Location 8d 6" Edge/12" Field N 10. ALL LUMBER & PLYWOOD MUST BE GRADE STAMPED. Perimeter Zone Location 8d 6" Edge/6" Field 1, I?ENOVE EX15TIN61 5TOI'Y 1~12A'1E 6Af 'A6r_ 11. FLOOR, CEILING, ROOF JOISTS, HEADERS & WALL STUDS TO BE DOUG. FIR #2 WITH A MIN. Gable Endwall Rake or Rake Truss w/ 8d 6" Edge/6" Field N z fb=825 p.s.i. up to 1' overhangO 12. WHERE HEADERS ARE NOT SPECIFICALLY CALLED OUT ON PLANS, PROVIDE HEADERS Diagonal Board Sheathing Z, Mi( NTAIN EXIN56&WASE 5L-AD ON 61�ADE GUT 5L-K) TO !)'-0" 5ETi�ACK >=120M F'J_ o � 1"x6" or 1x8" 2-8d Per Support OVER ALL WINDOW, DOOR, ARCHWAY ETC. OPENINGS AS PER THE HEADER SCHEDULE 1"x10" or Wider 3-8d Per Support 'j, NEW 1 1/Z STONY ( 18' f 1T, > > 1?AI✓1 C�AAC�EWIT1l STOIZAC�E A1)OV� 13. ALL HEADERS 6 OR LARGER MUST HAVE DOUBLE SUPPORT STUDS. 14. ALL INTERIOR PARTITIONS TO BEAR ON DOUBLE FLOOR JOISTS. CEILING SHEATHING 15. ALL FLOOR OR CEILING JOISTS WHICH ATTACH TO FLUSH HEADERS, BEAMS, OR OTHER NUMBER OF MEMBERS ARE TO BE INSTALLED WITH JOIST HANGERS. JOINT DESCRIPTION COMMON NAILS NAIL SPACING 16. SOLID BLOCKING IS TO BE INSTALLED IN FLOOR SYSTEMS BENEATH ALL " 1A 4t 8.3 STRUCTURAL POSTS WHERE LOADS ARE TO BE TRANSFERRED TO HEADERS, Gypsum Wallboard 5d Coolers 7 Ede 10 Field ,- « �� BEAMS, OR OTHER MEMBERS BELOW. WALL SHEATHING 17. LAMINATED LUMBER TO BE TRUS JOIST MICROLLAM LVL 1.9E SERIES (OR EQUAL). NUMBER OF LAMINATED LUMBER TO BE FULL SPAN MEMBERS TO LOCATIONS INDICATED ON PLANS, • J r , Q JOINT DESCRIPTION COMMON NAILS NAIL SPACINGS G _ G Cq NO SPLICING PERMITTED. LAMINATED LUMBER IS NOT TO COME INTO CONTACT WITH „ z CONCRETE. IN BASEMENT GIRDER LOCATIONS PROVIDE BITUMINOUS MASTIC PROTECTION Structural Panels " • �+•.�•✓ �• tL g ;, ku Interior Zone Location 8d 6" Edge/12 Field a' O d ALL AROUND BEAM POCKETS. MULTIPLEMEMBER BEAMS TO BE FASTENED TOGETHER AS Perimeter Zone Location Sd 6" Edge/12" Field �y, 0 PER MANUFACTURER'S SPECIFICATIONS. 1 Fiberboard Panels 18. ALL SKYLIGHT OPENINGS ARE TO BE DOUBLE FRAMED WITH JOIST HANGERS. 1/2" 11 ga. galv. roofing nail 3" Edge/6" Field 19. ALL CONCRETE WORK SHALL CONFORM TO THE REQUIREMENTS AND RECOMMENDATIONS 25/32" 11 ga. gale. roofing nail 3" Edge/6 Field O J S-0 LICENSO OF ACI-84 SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS (F'C 3500). Gypsum Wallboard 5d Coolers 7" Edge/10" Field ,t REINFORCING STEEL SHALL CONFORM TO ASTM A615 GRADE 60. Hardboard Sd 6" Edge/12" Field 4� ? W 20. ALL FOOTINGS TO BEAR ON UNDISTURBED, 2 Particleboard Panels 8d (As Per Manufacturer) ^, WELL COMPACTED GRANULAR SOIL OF W Diagonal Board Sheathing {�[ r �� q 2000 LBS. PER S.F. BEARING CAPACITY. IF FIELD VERIFIED 501E CONDITIONS VARY, 1"x6" or i"x8" 2-8d Per Support CONTRACTOR IS TO NOTIFY DESIGN PROFESSIONAL IMMEDIATELY BEFORE PROCEEDING 1"x10" or Wider 3-8d Per Support WITH ANY MORE WORK. FLOOR SHEATHING 21. INSTALL HARDWIRED SMOKE DETECTORS iN ALL BEDROOMS & ONE ON EACH FLOOR w rt LEVEL INCLUDING BASEMENTS INTERCONNECTED THROUGHOUT BUILDING. s,• rt �G't. E• 22. KITCHENS & BATHS TO HAVE EXHAUST FANS AS PER N.Y.S. BUILDING CODES. JOINT DESCRIPTION COMMON NAILS NAIL SPACING " r"! � 23. DOMESTIC HOT WATER PIPES WITHIN INSULATED WALL, JOIST, ETC. CAVITIES TO BE Structural Panels C) INSULATED. 1" or Less 8d 6" Edge/12" Field r N 1 24. EXTERIOR DOORS AND WINDOWS TO BE INSULATED GLASS. ANY DOOR OR WINDOW Greater than 1" 10d 6" Edge/12" Field tt WITH GLASS LESS THAN 18" ABOVE FLOOR, THE GLASS IS TO BE TEMPERED. Diagonal Board Sheathing " „• 25. OPENINGS FOR EMERGENCY USE SHALL INCLUDE DOORS OR OPERABLE PARTS OF 1"x6" or 1"x8" 2-8d Per Support rt ' 40 < � WINDOWS LOCATED AS TO PROVIDE UNOBSTRUCTED EGRESS TO LEGAL OPEN SPACES. 1"x10" or Wider 3-8d Per Support �MtS rl Q Nailin re uirements are based on wall sheathin nailed 6 inches on-center at panel edge. " +r 344►''` SUCH OPENINGS SHALL NOT IMPEDE: EGRESS IN AN EMERGENCY & SHALL HAVE A 9 q " 9 PG1rr Q If wall sheathing is nailed 3 on-center at the panel edge to obtain higher shear capacities,MINIMUM AREA OF 5.7 SQ. FT. WITH A MINIMUM HEIGHT OF 24" & A MINIMUM WIDTH OF 20" g P g g p " " nailing requirements for structural members shall be doubled or alternate connectors, such WITH BOTTOM OF OPENINGS NO HIGHER THAN 44 ABOVE FINISHED FLOOR IN ALL .� O J ABOVE GRADE STORIES. FIRST FLOOR WINDOW OPENING ONTO GRADE COULD BE 5.0 as shear plates, shall be used to maintain the load path. ". - rt tr+� t • /r SQ. FT. OPENING ALL HABITABLE SPACES MUST MEET THESE REQUIREMENTS. g M aa * �P� cue,,%Cc Z�'� 3.O 0- = (C) When wall sheathin is continuous over connected members, the tabulated number of nailsa _ 26. THE OWNER SHALL MAINTAIN EXISTING CELLAR OR BASEMENT AS PER INTERNATIONAL shall be permitted to be reduced to 1-16d nail per foot. T p N (, * 25. ,� �► I F-: RESIDENTIAL CODE AND PROVIDE REQUIRED EGRESS BEFORE UTILIZING IT AS LIVING !" N W 27. INTERIOR FINISHES AS PER OWNER/'BUILDER AGREEMENT. • �' � ' p• - X000 . _ LU -a) REFLECTIVE WHITE �^ -�" t3 LV O`` 0• C3 � '- ALLOWABLE DEFLECTION OF i w� � ° � � � .�, � � HEADER SCHEDULE •r R J o REFLECTIVE PANTONE # 187 0 S"(0 S'� 1 , -�''"' (fl �. Q STRUCTURAL MEMBERS ALL MATERIAL FOR WOOD FRAMING TO I L �, b N /''�, t� h- ad Q }' (PER TABLE R301.7 OF IRC) HAVE A MINIMUM fb OF 825 P.S.I. THE CONSTRUCTION TYPE I �' rt ,{� ate,,,.." ''� �y' •�`. "'� � p(i 0 o Ax 'S o Lo Q STRUCTURAL MEMBER ALLOWABLE NOMINAL LUMBER SIZE: SPANS: C. (�"1 • rrA W Q) Ln DEFLECTION CLASSIFICATION OF THE I ! -� �.. w �- ao RAFTERS HAVING SLOPES GREATER THAN L/180 (2) 2X8 UP TO 4'-0" +' ,,,.y-" 0, 0 �- PROPOSED 24 x 24 �, , z a "' N A 3 PITCH WITH NO FINISHED CEILINGS (2) 2X10 4'-0' TO 6'-0" STRUCTURE UNDER I B C ATTACHED TO RAFTERS (2) 2X12 6'-0" TO S'-0" b " �R , �' � ti cn EO INTERIOR WALLS & PARTITIONS H/180 (2) 1 3/4"X11 1/4" LVL 8'-0" TO 10'-0" SECTI0N 602 E . '-''�" -�"�► -+a C a ,��• 1 1 /2 S TOR Y (18' H T.Iilillillllll �` _ � (n ^LLJ _ M Q FLOORS L/360 POSTS SHALL BE 4X4 (NOMINAL) 6" DIAMETER " ""` t�l� 111 W .� L M O CEILINGS WITH BRITTLE FINISHES L/360 NOTE: ALL SIZES CALLED OUT ON ANY OF c1 `� FRAME GARAGE nn,, .� 5 ED M THE FOLLOWING DRAWINGS WILL SUPERCEDE r. "'" W CO L ALL OTHER STRUCTURAL MEMBERS L/240 THIS SCHEDULE. i t t�1 t3 � EXTERIOR WALLS: WITH PLASTER H/360 11 $(} tG:' ,� " ,G 0 � 2 Q - z 0 (5 OR STUCCO FINISH y ,,� ` �• . e ` Q = N z +-' EXTERIOR WALLS: WIND LOADS WITH H/240 ,, P ` �.1 11 � v o p Q X OTHER BRITTLE FINISHES ` _ 0 Ed CU EXTERIOR WALLS: WIND LOADS WITH L/120 ,}►. ' O W ~ U- E FLEXIBLE FINISHES Qy� a W r EXTERIOR WALLS: WIND LOADS WITH L/180 pcj 1n FLEXIBLE FINISHES, INTERIOR GYPSUM "•' .� 0 BOARD FINISH FLINTELS LEXIBLE SUPFINPORTING MASONRY WALLS L/600 Q ""3� t� tf1 } a) NOTE:L - SPAN LENGTH L a« j Z H = SPAN HEIGHT .►- 3 w O Cn LU H �. CV �. z 0 O TOP PLATE SPLICE REQUIREMENTS r ` ' LLJ cn J WFCM TABLE 3.21 '� ' � ' 4 " o W BUILDING MINIMUM SPLICE Q (,3 t 0? C0 DIMENSION (FT.): LENGTH FT.): •J +' r ! ,. S1 z SOT SAN 12 5 1 Iii , , �" SGAL� 1 = 10'-0' o 16 6 STROKE �1 ,/ 1 } ■ � NOTA ; 51TE,P1..-AN 1=01 I2�>=>=EI�ENGE ONLY, o 20 8 ■ ■ �' •o IN1'OI?NATION TAKEN 1=1�01l OI'.1e1NAL 5U�/EY > )Y > co 24 1028 ■ ■ �. • } � cp. ,/'' Nathan Taft Corwin Ill 32 13 z BUILDING C3"� O 36 14 t� COVERAGE DATA Land Surveyor 3 STANDARDS AND CODES -a 40 16 FOR '� LOT COVERAGE Successor To:Stmdey A. n.LS, O w N 50 20 DESIGNATION R '' j ,/'r DESCRIPTION AREA >ak s�-SU&vbior„ - Se Mms - Consfruttiaa Layout r U Q t O O W 60 24 COMPONENTS THAT ARE OF 4' --' ? 30 HOUSE 784 sq. #t. 8.1 PHONE (631)727-2090 Fax (631)727-1727 Q (�n11 �- Q z < 70 28 TRUSS TYPE CONSTRUCTION 9 =I VFM L"M AT maw AImRESS I- V z Q "F" FLOOR FRAMING INCLUDING070 ` poet tri Rana P.O.Box It C\I6 U) Z J w r 80 32 �,OY• ,.�;�Janes;ort,N.r York 1197 Jamenport,Nev York 11947 0 < Q I.._ li,l PORCH 194 sq. #t. E-YcA:Ncor.t,s3oao�,�om M CD O O Vi GIRDERS AND BEAMS S • �= z >- O co (D 1. TABULATED SPLICE LENGTHS TOP PLATE: TO TOP 78 5 (t" 3.9 p O = 2, PLATE CONNECTION SHALL NOT HAVE MORE THAN R ROOF FRAMING GARAGE q o J o o 2-16d NAILS PER 6 INCHES FR" FLOOR AND ROOF FRAMING , 0 0 2. TABULATED SPLICE LENGTHS ASSUME A BUILDING r LOCATED IN EXPOSURE B OR C TOTAL 'I ,358 sq. #t. '4•a� DRAWING LIST Wats °ro O o r- 3. TOP PLATES SHALL BE A MINIMUM OF STUD GRADE SAMPLE - TITLE 19 N YC R R PART 1265.4 � M":ip 14 MATERIAL PROPOSED ADDITION 198 SQ. FT. 2.O% T-1 TITLE SHEET, PLOT PLAN & ARCHITECTURAL DATA Q z � PLACE ENGINEERED WOOD PLACARD ON OR ADJACENT TO ELECTRICAL METER BOX. NEW TOTAL 1556 SQ. FT. z 16.0% A-1 FLOOR PLANS AND SECTION WITH ELEVATIONS � � � � W W 2 Q ' 2 N CONT RIDGE VENT NOTE.'RUBBERMEMBRANEROOF/ICESH/ELDTOBEATLEAST C\I w RIDGE STRAPPING (2)13/4"x 18"L K RIDGE 7W LAYERS OF UNDER LAMENT CEMENTED TOGETHER OR OFA N Q SELFADHER/NG POL YMER MODIFIED BITUMEN SHEETEXTENDING SEEDETAlL 12 15 FROM THE EAVES EDGE TO THE RIDGE USE ON ENTIRE FLAT 2X 10 RAFTERS @ 16"0.C. AREA ) ROOF RAFTER (SEE PLAN FOR SIZE / / \\ \ 12 i / 1/3 VENTED SOFFIT ROOF RAFTER AND SPACING) 61 \\ \ (SEE PLAN FOR SIZE FASTEN WITH ZX fORAFTERS@ 16-OC AND SPACING) MINIMUM // // \ \'111"79 12 FASTEN WITH (4) SO NAILS \ MIINIMUM EACH END 245`ASPHALTON30#FELTOVER I/2"PLYC.D.X. / K TIS \ z v / / \ CD (4) 8D NAILS o c / / I I \ \ 0 n o EACH END c (2) TOP PLATE HURR/CANE TIES \ (SEE PLAN FOR SIZE) DOUBLE TOP PLATE / / \ U CV SEE DETAIL 00 o (SEE PLAN FOR SIZE) o SIMPSON / o H2 CONNECTOR / // I ( I \\ \ \�/AL-L- L-ff G rf�I ID o —SIMPSON ® 16" O.C. § 2X 12FLOORJ0/6a OC ' y ' `t 16" 0 p H2.5 CONNECTOR WALL STUD / \ W0 ® 16" O.C. o \ W n (SEE PLAN FOR SIZE 2X4FRAMING @ 16"O.C. (2)1}"X 14"LVL HDR, PROPOSED 8"P. CONC FOUNDA TION WALL ON 8"x 16"P.C. FOOTING O THE SIMPSON H2.5 IS TO BE USED AND SPACING) WITH SIMPSON H6 STUD TO TOP COMPLIES WITH PLATE CONNECTOR WHEN THE (3} 8D COMMON TOE-NAILS ARE TABLE 3.3b VINYL SlDINGOVER3/8"FANFOLDON (n ALSO REQ'D FOR SHEAR & 4'0" �' COMPLIES WITH TABLE 3.38, WFCM R.R. DO NOT ALIGN WITH THE WFCM 1995 LATERAL BRACING PER TABLE TYVEK HOUSE KRA P 0 VER 1/2"PLY C.D.X. 8-0"PLT.HT. PROPOSED FRAME WALL (EXTERIOR W/R19INSUL. ) Q 1995 WALL STUDS. ABOVEFDN. In 3.3A, WFCM-1995 FLOOR TOFOUNDAT/ON USE WHEN ROOF RAFTER ALIGNS WITH WALL STUD NG ?� PROPOSED KNEE WALL (EXTERIOR W/R19INSUL. ) 17-7 12'-0" wS ',�CONNECTOF DETAIL PSON STRONG - TIE NTS TYPICAL:2-2x4ACQ S/LL PLATE 8016COVHINSULATEDDOOR W/THANCHOR BOL TS 32 0..C, �°+25INF50N rIZCONNECTOF � m� � SIMPSON STRONG - TIE NTS SEE DETAIL GRAD VAR/ES GRADE VARIESTa W 27x4" STUDS TYPICAL:8"THKFD'NWALL ON 8x16 J z P.CONC FOOTING W/2-#/5 REBAR& s" l � U 1.25'x 20&AU&E 6"POURED CONCRETE SLAB ON STRAP TIES a 16'O.C. 1x2 KEY ON TWO TON VIRGIN SOIL • ' Z LAPPED UNDER SILL COMPACTED FILL W/POLYVAPOR BARRIER cA 0 MINIMUM��R TABLE 1.4" ' AND 6x6/10-10 WWM g a 838 WFCM 1995) TOP PLATES CL -.-HEADER PER PLANS J : :;..•. Vb"'P ANCHOR BOLTS SEE PLANS W 5, 3 NUTS 82"0.6.W/ C�f� C� 5CT I O N � A ` 5"X3'WASHER5 SCALE.1/4"=1'-0" m O- W� m N to c +:• MINIMUM T' EMBEDMENT <';•..,-,:r.,,•M'g:• USP MP4F CONNECTOR, 16" O.C. <[ Q 3 �:;':.�; ';.,;. ?;;.',',.•e INTO POURED CONCRETE FASTEN W/ (12) 8d, 1-\" LG. NAILS "•'` ,''r a ;;':: FOUNDATION(12"FROM CORNER WHERE HOLD MIN. (2) 2x4 AT FRAMED OPENINGS o " , �=•` ' " DOWN 15 NOT USED) W W O O `• !`:` ` 't SHEATHING PER PLANS11 IIITII 111111 111 F 11 11 11 IT 11 11 IT 11 11 IT 1111 N 4" COVERIT 11 11 IT 11 111111 1 IT 11 11 IT 11111 11111 W_ !` USP RS250 COILED STRAP : OR APPROVED EQUAL FROM N SILL TO TOP PLATE N ' •",:�:'�'.:.. :'r.=.':. �' #4 REB AR (CANT.) I 8" P.C. FND. HOLDDOWN CONNECTORS - REFER TO IT 11 11 IT 11 111111 11 IT 11 T 11 11 IT 11 111111 11 IT 11 11 �j j� HOLDICAL DETAIL"STORY/SLAB CORNER N .- Z O ti II� II SILL PLATE - REFER TO "TYPICAL Q I SILL CONNECTIONS 0 SLAB" DETAIL 111111 1 IT I 111 11 T11 11 11 O Cn A3 STUDWALLTO 5L-Ar) CONNECTION POURED CONCRETE WALL -11 IT 11 111111 11 IT SIMPSON STRONG - TIE NTS IT II II IT 11 111111 11 IT 11 11 IT 11 11 6AFA3r-WALL I=A5TENEfi� ,- SCALE: N.T.S. NOTE: INSTALL WHERE INDACATED ON FOUNDATION PLAN O PHD6 HOLDOWN O STUD CONECTOR 13/4' INSTALL AS PER O MFR' SPECS P. CONC S )tC Lf,GE� _-----FOUNDATION WOOD SCREWS PROVIDED WITH �• Q HOLDOWN :a W 7/8"0 SSTB28 HOLDOWN A r • ANCHORBOLT BY SIMPSON ~ N �. •' i '••, a GRADE VARIES GRADE VARIES •.' ' '• ,� t► •• I I I GRADE VARIES I t I I i ' ( �CENTER OF 2x6 A *- 71PLAN 0 TYPICAL OU SECT/ON AA L--NEW8"P C.FOUNDAT/ONWALL ON 8"x 16"P.C.FOOTING--------------------------------- L------------ PLATE 0 SLAB ON GRADE ZZ Q J Q rlOL.D DOWN CONECTOF DETAIL tlOLD MOWN AN0r10F 01:r DETAIL I f � / T J 0- 0 NOTE: INSTALL WHERE INDACATED ON FOUNDATION PLAN ( X ) N.T.S. NOTE: INSTALL WHERE INDACATED ON FOUNDATION PLAN N.T.S. J— I"� I1D �L V f I0 I �1 SCALE.'1/4"=1 0" �E AF E LEV AT 10 ~ -� SCALE.'1/4"=1=0" Q Q CL 1- F- �-' CU 14 0" W W V r. W -Y--------------------------------------------------------------- 2 2x8HEADER J Jc V d I ,d ------------------------------------------------ -- ;-- I A OV 3040 NDO I — Dl WI W E— Q L_ 0 1 .°4. t ° ..• •Yjf- d� :.' 1 IDN ^` O Lo Lo .t-. i I I I 06 W Lo Lo C 3-0 �- t I I I----- M Lo 0 I .d. . :':c I (2)R.R. y _ N N • NEW2x12F.J.@ 12"0.C. TYPICAL FLOOR JOIST j C •cu = ti Oo 0 'd. e 'dd ,(• %° •A. cn DOUBLE FRAMING @STAIR NEW2x10R. 16'O.C. "L." C W �" co co O v °:.. •4 e :i dd � OPENING � � � � M � _ e , UP 1T-01Q" u � Z 0 II 1 CD EX/STING 6"POURED CONCRETE SLAB ON . . .. . , , e COMPACTED FILL W/POL YVAPOR BARRIER CSA AS ocu AND 6x6/10-10IM/YM a ;' 4 I t NEWZx10R.R.@ 1 O.C. I W LL E 8-0'PLT.HT. N Pr PC 1 0 W 1 I .: .' :• I I ABOVEFDN. N o 0 O 3 I j �d .•a § z g 2ND FLOOi� UNEXCAVATED ff-A N I QCD o o NEW2x6 CEIIING JOIST @ 16 OC. d-A 2X4FRAM/NG@16"O.0 N o N I N M >' in z (u al 4'-0" tr 6'3 0' ° SILL PLA TES OR BOTTOM PLA TES d. ' e• ', j II 2 CD C �- d I SHALL HAVE FULL BEARING ON I - - ----- I w I- 1 1 e I 1 ---------- (2)R.R. �I NEW 10R.R.@ 16"O.C. �, C-) = I THE ° ' 1 11I I ------------------ -- �1 Z 0 0 I f' -1 � 1 PER SECTION 32.1.7 ANCHOR °e : III I 1 I o I S LU cry NEW2x1O . .@ 6"o.C. o,I TYPICAL ROOF "� BOLTS 23"O.C. SLAB ONLY '''': 111 1 V ai RAFTERDOUBLE w w z @_ . . ( I:I.I I t., • 1 1 � ^1 s'-31/2" Z � W e e ° e• d /. e e ° d, III 1 12"0. 1 �p� zZ' FRAM/NG AT SHED . 17_4112.. . e ',a "• 4 .. '• .°, <e CD e a' °j TYP/CAL: 1 DORMER 4 I <. ` e .d d ° , 1 ' • ... 13 . ' .<'• f f n .. d d . . I I i I Z d-1111 -------- O DROPDFDN(12) " ' °' °a 'al 1 (Z)R.R. . ' ` ' - :• • ° HAUNCH SLAB ;° °� i I I 5 1 o A 240" Q I °• .° '. ho CONTINOUS FOOTING•.' d ; ' ; :` i I i a W o C I I• - -- ---- _-- - ------ ----- � 5, �ff__ d ----_- - --------------------------- e i �6���S� I 701200VHINSULA TED DOOR I (2)2x8!-ADER wRr ------ '' - --------------------------- vzz - -- ------ -- -- ----------------------------------------------- (2)1 "X16"LVL HDR. 3040 DH tMNDOW f'e" 787 11-6" � (� U ui rn N � � ; 1'6" 3v 14. 174" 5=10" 6'-D" f7-0" 6v if=5" � �'- 4-- m M.O. M.O. Q cn 0 01 0 Q zo � N zt 24'-0" 29'-0" 24'0" N I.- (D � LLJ o Z ° U � ffOUNIDATION FL-AN 15-F F t-00� FL-AN 2NID 1=t-001� Ft-AN LL W 0 0 � 0 SCALE.'i/4"=f'0" SCALE-f/4"=f 0° SCALE f/4"=f 0" r J 00 Z N W r- 0 1 p 4i oa O 2 Q = O