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TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 51722 Date: 03/11/2025 Permission is hereby granted to: Group For East End Inc PO BOX 1792 Southold, NY 11971 To: Construct repairs and alterationsto an existingoffice building as applied forto include removalof rear 2nd story deck, demolish and rebuild front porch "in kind" and siding and roof repairs. Premises Located at: 54895 Route 25, Southold, NY 11971 SCTM#62.-1-4 Pursuant to application dated 01/31/2025 and approved by the Building Inspector. To expire on 03/11/2027. Contractors: Required Inspections: Fees: Commercial- Repairs $433.50 DEMOLITION $112.00 CO Commercial $100.00 Total $645.50 Building Inspector . TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax (631) 765-9502 +ww.soot igJdt( pnrtyM.o Date Received APPLICATION FOR BUILDING PERMIT ���d' r For Office Use Only PERMIT NO. Building Inspector:,,, Applications and forms must be filled out in their entirety.Incomplete 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: ,yv Name: P F�� tires CX'sr ,rNp / �• SCTM# 1000-6Z—O/�O Project Address:S it 4 �S— � a� A/ Phone#: 74 S 5- EmaiiaN�a , w /:" + E"N✓/�t G�y`l�iV�p Mailing Address: e6 go / 9Z J4,0—(rto111 CONTACT PERSON: Name: t7fiQ .6e-c..oe,4 Mailing Address: U Apy �79Z SvTNe[.p V //?V Phone#:(31 -- n'b— sno Email �� ��A �v�Gi1/�//,rc►ewlt+Pe DESIGN PROFESSIONAL INFORMATION: Name: ,t /f•Q1� )Lfi91124rA"� Mailing Address: 9 7 4 /V.4/A/ST,�G��� S% j'/gl-�K /� Av Phone#:63/� �� re 5- Ema)q' �GA� t�fb EI'(/�?dll t -C1 CONTRACTOR INFORMATION: Name: �,SL�/0 �i�`1 Mailing Address: KQOZZo K7. A- ib ll 71 Phone#:431 —74-1—,SIJS5- EmaillQilL�{{��l°lCfrtBoSw�•�t.r DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure ❑Addition ❑Alteration ARepair []Demolition Estimated Cost of Project: ❑Other J� pdb • Ole Will the lot be re-graded? ❑Yes PrNo Will excess fill be removed from premises? ❑Yes E!!!oj 1 PROPERTY INFORMATION --------------------------- Intended use ofproperty: Exlsting use o property: 61 Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? ❑YesKNo 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 name): X/CA*Xas��'�'� $'Authorized Agent ❑Owner _.. , Signature of Applicant: � ,� � Date: 70 � •, STATE OF NEW YORK) COUNTY OF �) being duly sworn, deposes and says that(0)he is the applicant (Name of individual signing contract) above named, (1k)he is the L �4� (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to-the best of his/her knowledge and belief; and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this day of ���' _ 20 --- � � Notary Public JOHN A. MAKI Notary Public-State of New York No.01 MA6164838 PROPERTY OWNER AUTHORIZATION Qualified in Suffolk County (Where the applicant is not the owner) My Commission Exp:04/30/202., r 2 residing at A � �� � ��,� L do hereby authorize �o r ¢ r� to apply on my behalf two the Town of Southold Building Department for approval as described herein. �`�/'�C �+� ode'. .. • �4Z.S Owner's Signature . � �: i Date •;���'''r 9 � cam„,✓'':,.�'�p ,,.,,,^`� Print Owner's Name 2 BOSWCON-01 DATE.,.�DDf 1/31/202IY CERTIFICATE OF LIABILITY INSURANCE 6 31125 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rl hts to the certificate holder in lieu of such endorsement s. PRODUCER CT NIch") I Breen First Casualty Insurance Agency Inc. HOsNa E i300 352 3416 232 _ I,F c o w 10 692-9752 190A Turner St. Q. _N _..w_ I.. _ ... ............. Southern Pines,NC 28387 nbreelN�CN1CkItIM /NktRE A4FFC18IGti C .-_.__.._.w ..,�..............m,wd#Afc ._.w..... _..._�........_.,,,.._...........................�.__..ww ���� ����_,���.._,.. .Cep 35375 ........_.......� _.__......,.,,...._..w ........_.. IN$ R, M,. EV611StOT1�N3ffi6 C .w_ w_w... _m....w _...w..__. ,,,_ INSURED 1. .. .: _..�.�...�.�... ,..,,-... .. .�................. w....... .....,ww._..............ww �..._........_ ...�........._�.. Bosworth Construction Corp INSUAFR99. .......�.�_�....�............. -.-w.........M......-.._..,w _.......... ......_. .. 48220 Route 25 rN R D U,,,,,.,.,,,..,w�w_..............�_..�w __...,,...w. _............ ,....,_.............._.,........._._ _........_....._.,.... w...,. Southold,NY 11971 INSURER 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, .... o _D CLAIMS. INSERXCLUS... AND CONDITIONS NCE OF SUCH PADCLLCSICESaLIMITS SHPouCY NUMBER MAY BEEN REDUCED YYFBFY PAPOLI Y EXP _.m- LIMI._,.,.......,ww.M�.�,......�..w.. .......w �.�...�.�.�.�.�... JJJL TYPE OF LIMITS A )( COMMERCIAL GENERAL LIABILITY EA HAg4 L P/ l_ .-, _ 11000,000 ..... CLAIMS-MADE µ OCCUR 3AA758931 2/28/2024 2/28/2025 DpAMAOE To RENTED 100,000 6,000 ..�.. _ ................................. ... __...._----.._. ,P D4JRY_..�.�..�. .. ..........,,_..1,000,000 _.w ...ww............ __...,_.w...... Rsr __.......... ...... ,. 2M00 ,000 GEN'C.ACrGREGATE LIMIT APPLIES PER: ,EhIERALAGGREGATE __ _ _. 2„000,000 X�00OIL:l Y PE� LOC _PFlCk9S41 � ...CChOW"AQ3_ _.. _...... .... ..... .. E: AUTOMOBILE LIABILITY COMBINED SINGLEYLIMIT �m www.. ANY AUTO .,���'.P)�"�tN;�tlk��'d„ ?? �.���_,.. ............,wm..._...... _.n�.�.�.............., OWNED _.- SCHEDULED AUTOS ONLY AUTOS %�LhlLms",.,VG J 2Y L L� �?EI ..._,.. ....,.......... ... HIRED ���_� A1160�C1NC C�F? E�RYtAMAC+E _..-....-...-,w_ AUTOS ONLY MBRELLA IAB OCCUR EXCESS AB CLAIMS-MADE1 (tl ........?.... __._.. ,.__......... ............. ... DED RETENTION$ &q�COCHw-m^. ..... ,._.,,,......._... ..,,,, YIN R WORKERS COMPENSATION T AND EMPLOYERS'LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE E I OFFICER/MEMBER EXCLUDED? N I A (Mandatory In NH) - n�:.PPEAE F.,A „AAk�L,t�YE�,. � ............. .... ...._..... If as,des cdt a under DESCRIP"P'[ON S PFRATIO S gavr glz ON EA -POLICY k.WT DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space is required) w_. wf�EEFBTIFI A'�E HCILCBER w_wwwwwww A�NCLI-ATI >N SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Town of Southold Buildin De artment THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 9 p ACCORDANCE WITH THE POLICY PROVISIONS. 54375 Main Rd Southold,NY 11971 AUTHORIZED REPRESENTATIVE J"`vwlil ACORD 25(2016/03) ©1988-2015 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD Suffolk County Dept.of ` Labor,Licensing&Consumer Affairs y HOME IMPROVEMENT LICENSE Name RICHARD T BOSWORTH Business Name BOSWORTH CONSTUCTION CORP This certifies that the bearer is duly licensed License Number HI-62460 by the County of suffolk Issued: 06/27/2019 R soA,iz,•Drago- Expires: 06/01/2025 Commissioner a s - - Suffolk County Department of Labor, Licensing & Consumer Affairs -01 e VETERANS MEMORIAL HIGHWAY * HAUPPAUGE,NEW YORK 11788 DATE ISSUED: 6/27/2019 No. HI-62460 e SUFFOLK COUNTY Home improvement Contractor License This is to certify that RICHARD T BOSWOR_TH M ' doing business as ` BOSWORTH CONSTUCTION CORP } having furnished the requirements set forth in accordance with and subject to the provisions of applicable laws,rules a and regulations of the County of Suffolk,State of New York is hereby licensed to conduct business as a HOME IMPROVEMENT CONTRACTOR,in the County of Suffolk. Additional Businesses Restrictions 1 NOT VALID WI1HOUT D-%%AR'i'ivli NTAL SEAL AND A CURREN C C(iVy.1�;;E�i AFFAICS ID CARD 1 Frank Nardelli Commissioner e 4% N YS I F New York State Insurance Fund PO Box 66699,Albany,NY 12206 1 nysif.com CERTIFICATE OF WORKERS' COMPENSATION INSURANCE ^^^^^^ 833423095 BOSWORTH CONSTRUCTION CORP„ 48220 ROUTE 25 mt. SOUTHOLD NY 11971 SCAN TO VALIDATE AND SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER BOSWORTH CONSTRUCTION CORP. TOWN OF SOUTHOLD 48220 ROUTE 25 54375 MAIN ROAD SOUTHOLD NY 11971 PO BOX 1179 SOUTHOLD NY 11971-0959 POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE 12465 420-4 687671 02/20/2024 TO 02/20/2025 1/30/2025 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 2465 420-4, 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. IF YOU WISH TO RECEIVE NOTIFICATIONS REGARDING SAID POLICY,INCLUDING ANY NOTIFICATION OF CANCELLATIONS, OR TO VALIDATE THIS CERTIFICATE,VISIT OUR W'EBITE AT HTTPS:/MIWW.NYSIF.COM/CERT/CERTVAI_.ASP.THE NEW YORK STATE INSURANCE FUND IS NOT LIABLE IN THE EVENT OF FAILURE TO GIVE SUCH NOTIFICATIONS. THIS POLICY DOES NOT COVER CLAIMS OR SUITS THAT ARISE FROM BODILY INJURY SUFFERED BY THE OFFICERS OF THE INSURED CORPORATION. PRESIDENT RICHARD BOSWORTH BOSWORTH CONSTRUCTION CORP (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 STAT SU NCE FUND DIRECTOR,INSURANCE FUND UNDERWRITING VALIDATION NUMBER:217548631 U-26.3 G o Workers' CERTIFICATE OF INSURANCE COVERAGE nr4"Wr Compensation Board DISABILITY AND PAID FAMILY LEAVE BENEFITS LAW PART 1.To be completed by Disability and Paid Family Leave Benefits Carrier or Licensed Insurance Agent of that Carrier 1a.Legal Name&Address of Insured(use street address only) 1b.Business Telephone Number of Insured BOSWORTH CONSTRUCTION CORP (631)767-5085 48220 ROUTE 25 SOUTHOLD,NY 11971 1c.Federal Employer Identification Number of Insured or Social Security Work Location of Insured(Only required if coverage is specifically limited to 2.Name and Address of Entity Requesting Proof of Coverage 3a.Name of Insurance Carrier (Entity Being Listed as the Certificate Holder) New York State Insurance Fund(NYSIF) TOWN OF SOUTHOLD 54375 MAIN ROAD 3b.Policy Number of Entity Listed in Box"1 a" PO BOX 1179 DBL 722140-2 SOUTHOLD,NY 11971 3c.Policy effective period 02/23/2024 to 02/23/2026 4.Policy provides the following benefits: ® A.Both disability and paid family leave benefits B.Disability benefits only C.Paid family leave benefits only 5.Policy covers: ® A.All of the employer's employees eligible under the NYS Disability and Paid Family Leave Benefits Law ❑ B.Only the following class or classes of employer's employees: Under penalty of perjury,I certify that I am an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has NYS Disability and/or Paid Family Leave Benefits insurance coverage as described above. Date Signed 1/30/2025 By of insurance carrier's authorized representative or NYS Licensed Insurance Agent of that insurance carrier) Telephone Number (866)697-4332 Name and Title Kristin Markwica,Head of Disability Insurance Unit IMPORTANT: If Box 4A and 5A are checked,and this form is signed by the insurance carrier's authorized representative or NYS Licensed Insurance Agent of that carrier,this certificate is COMPLETE. Mail it directly to the certificate holder. If Box 4B,4C or 5B is checked,this certificate is NOT COMPLETE for purposes of Section 220, Subd.8 of the NYS Disability and Paid Family Leave Benefits Law. It must be mailed for completion to the Workers'Compensation Board, DB Plans Acceptance Unit, PO Box 5200, Binghamton, NY 13902-5200 PART 2.To be completed by the NYS Workers'Compensation Board(Only if Box 4C or 5B of Part 1 has been checked) State of New York Workers' Compensation Board According to information maintained by the NYS Workers'Compensation Board,the above-named employer has complied with the NYS Disability and Paid Family Leave Benefits Law with respect to all of his/her employees. Date Signed By (Signature of Authorbed NYS Workers'Compensation Board Employee) Telephone Number Name and Title Please Note:Only insurance carriers licensed to write NYS disability and paid family leave benefits insurance policies and NYS licensed insurance agents of those insurance carriers are authorized to issue Form DB-120.1. Insurance brokers are NOT authorized to issue this form. DB-120.1 (10-17) Certificate Number 823185 Additional Instructions for Form D13-120.1 By signing this form,the insurance carrier identified in box"T'on this farm is certifying that it is insuring the business referenced in box"1a"for disability and/or paid family leave benefits under the New York State Disability and Paid Family Leave Benefits Law. The Insurance Carrier or its licensed agent will send this Certificate of Insurance to the entity listed as the certificate holder in box"2". The insurance carrier must notify the above certificate holder and the Worker's Compensation Board within 10 days IF a policy is cancelled due to nonpayment of premiums or within 30 days IF there are reasons other than nonpayment of premiums that cancel the policy or eliminate the insured from coverage indicated on this Certificate. (These notices may be sent by regular mail.)Otherwise,this Certificate is valid for one year after this farm is approved by the insurance carrier or its licensed agent, or until the policy expiration date listed in Box 3c,whichever is earlier. This certificate is issued as a matter of information only and confers no rights upon the certificate holder. This certificate does not amend, extend or alter the coverage afforded by the policy listed, nor does it confer any rights or responsibilities beyond those contained in the referenced policy. This certificate may be used as evidence of a Disability and/or Paid Family Leave Benefits contract of insurance only while the underlying policy is in effect. Please Note: Upon the cancellation of the disability and/or paid family leave benefits policy indicated on this form, if the business continues to be named on a permit, license or contract issued by a certificate holder,the business must provide that certificate holder with a new Certificate of NYS Disability and/or Paid Family Leave Benefits Coverage or other authorized proof that the business is complying with the mandatory coverage requirements of the New York State Disability and Paid Family Leave Benefits Law. DISABILITY AND PAID FAMILY LEAVE BENEFITS LAW §220. Subd. 8 (a) The head of a state or municipal department, board, commission or office authorized or required by law to issue any permit for or in connection with any work involving the employment of employees in employment as defined in this article, and not withstanding any general or special statute requiring or authorizing the issue of such permits, shall not issue such permit unless proof duly subscribed by an insurance carrier is produced in a form satisfactory to the chair„ that the payment of disability benefits and after January first, two thousand and twenty-one,the payment of family leave benefits for all employees has been secured as provided by this article. Nothing herein, however, shall be construed as creating any liability on the part of such state or municipal department, board, commission or office to pay any disability benefits to any such employee if so employed. (b)The head of a state or municipal department, board, commission or office authorized or required by law to enter into any contract for or in connection with any work involving the employment of employees in employment as defined in this article and notwithstanding any general or special statute requiring or authorizing any such contract, shall not enter into any such contract unless proof duly subscribed by an insurance carrier is produced in a form satisfactory to the chair,that the payment of disability benefits,and after January first,two thousand eighteen,the payment of family leave benefits for all employees has been secured as provided by this article. DB-120.1 (10-17)Reverse '" S rem CODE DATA • 2020 RESIDENTIAL CODE OF NYS House Air Barrier A • APPENDIX J: (AJ801 ) House Exterior (2)2"x4"post A-1 new 2"x6"C.J. House Siding Wall at 16"oc(8') II g CLASSIFICATION: addition tern to ledger D wn 5'1 Lap Air Bard rover _ _ _ _ _ _ _ _ • TOWN OF SOUTHOLD ZONING CODE MiC, :: Metal Cap Flashing t i - - - -- si pson HUC41 AI-=---------_--------LA co cealed flange -- -- - -__ - -__- ___ __ new 2"x6"flush ledger for C.J.attachmentNew= - aCr rlC�ha ger to connect _ - - ---- - --- --- ---- secure to house structure with v4 dia.x USE: Single Family Detached Residential _ -► i- -- -POrCh - --- - - -- - of ei door- - - - - 4"Ion timber locks al 16"oc �.- sh rt beam into log i i----- -- ---- - ----- - -- - -- --- - ---- - --- ---- 9 _ I E be m as shown I----5/4"T&G_fir deckin --- ---- staggered top and bottom o -, 9=- _- - CONSTRUCTION: Wood Frame (un-sprinklered) f,LC h iitE�� ct _ = i o -�%x9%z=parallam 2"x4"2- equal equal - - post -1 = ` - - __ _._ _ ____ ) P ENERGY CODE COMPLIANCE METHOD Install Ice Water Shield `a a i dropped-beam -- M I _ - - - _. _ 97 L Main Street Stony Brook NY 11790 underlayment over Plywood _ ___ _ - _ ___ _ Sheathing to overlap onto House Subfloor -= ---- _--- -- -- ----`-- - N / A - --- --- foundation wall and terminate = 4"x4" (PT)post from step 12"above deckinga phone. 631 686-6585 Q beam above down to porch floor pier footing, provide all 1„ SCOPE OF WORK email. MMacrina@MMArchiteciAlA.com framing below 3 „ strapping as per details 32" 32 align porch beam Y+_9+ �+ 9 t3'-3 " with house stud wall web. MMArchitectAIA.com Remove existing covered porch & replace a new These plans are an instrument of service and are Install Metal Cap the exclusive property of the architect. equal support step covered porch to match existing footprint Infringements of the concepts and design ideas Decking Flashing over Nailer 4" " on walkway presented on these drawings shall be prosecuted Rim Joist 19-8 to the fullest extent of the law. Copyright 2025: roof framing Electrical work for porch lighting & power Michael Macrina Architect, pc. All rights reserved, no part of the plans may be reproduced without t20'-10" the expressed written consent of the architect. A existing wall / A-1 Climatic & Geographic Design Criteria Table R301.2(1) Drawing Status Ground Snow Load: 20 psf E Proposed First Floor Plan Speed: 130 mph ultimate wind speed 1/2"dia.x 4"Lag Screws at 15"oc = (127 mph actual as per ASCE 7-16) to be hot-dipped galv. 0 `" 1/4" = 1 '-O" ____ __ _ __ rn ur Topographic Effects: NoIssued forHot-Dipped Galvenized Hangers Ca all cf or I You e p Wind Exposure Category: B at each deck joist Seismic Design Category: B t Electric Power Lines Construction Special Wind Region No Gas,Oil,or Steam O O O O holddown device Communication Lines,CATV Wind Borne Debris Zone Yes --- -- ----- - --------� (see dtl.1,same sht.) E ns --- -- ---- - ------ ' Potable Water O O O O equal equal equal o r24 24" J Reclaimed Water,Irrigation,Slurry rn Weathering: Severe max max Sewers and Drain Lines E Frost Line Depth: 36 inches 2"x10"Pressure Treated Ledger _ _ _ _ _ _ Knowwhars below. Temporary Survey Markings o Call before you dig. Termite: Moderate to Heavy o I � � � � Y �- r � Dates 2"x10"(PT)ledger Proposed Excavation 15 E secured to house 1/28/25 Issued for Construction o I new 2"x8"(PT)F.J. of ex. door _ M I at 16"oc 8' above rim (see ledger detail) a7 o i teco to ledger w/ Winter Design Temperature 11d hot dipped galv. i hangers equal equal 4x4" PT post Ice Barrier Underlayment Required Yes for Valley's&Eave Perimeters i ( )P a i:::� �, to support girder Flood Hazards N/A ------ _ _ 'Simpson'DTT1Z(910 lb)deck tension tie hold down device with a min. 750 Its _ ___ __ -_______ _-_ _-____-__ _ _ _____ _ _____ ;;�- zing Ind capacity at 4 locations, evenly distribute Air Free ex 618 along deck and one within 24"of each (2)2"x8"(PT)low b am typical porch �* Mean Annual Temp. 52.1 degrees end of the ledger. Hold-down devices (one on each side o post) post from above Component and Cladding Loads: Table R301.2(2) shall fully engage deck joist per'simpson' secured with 1/2"di .galv. specifications with (8) 10dx1-1/2"nails. 1/2"dia.x 4"Lag Screws at through bolts top&bottom <n ZONE 4 18.2 -19.0 on wide face of deck joist. Secure tie to 15"oc to be hot-dipped gals. r TYPICAL PORCH PIER (2 per post) c� to sill plate with 3/8"dia SDWH timber-hex `Foundation Wall " 6" ZONE 5 18.2 -24.0 18 dia. P.C. sonatube pier on a 8'-0" 8'-1" t2'-5" 12" HDG screw as er'sim son's ecifications N ZONE 1 16.7 -18.0 P P P on undisturbed soil to be seta , minimum of 36"below grade close to equally spaced N No. Date Description Top of Pier to be 2"below finish grade. FASTENING SCHEDULE : Table R602.3(1) of the 2020 RCNYS o Install Simpson Base(see detail,same sht.) 10" 20'-0" 9 g p M ZONE 2 16.7 -21.0 NOTE. This schedule does not include Wallin for metal framing straps e- A porch floor framing (see section for strapping and requirements section for rough Project lypical Ledger Detail into Concrete Pier for Post Attachment opening framing requirements). io ZONE 3 16.7 -21.0 (4 total) A-1 All nailing is a general specification it applies unless noted otherwise. Joint Description No.of Nails Nail Spacing Oco ZONE 1 10.5 -16.0 Proposed 6" = 1 '-O" (i-taIf scale) EXCAVATION NOTE: ROOF& CEILING FRAMING I0 N co ZONE 2 10.5 -29.0 Rafter to Top Plate (toe-nail) (3) 10d common Per Rafter "' ZONE 3 10.5 -43.0 Porch General Contractor Shall Proposed Foundation Plan Ceiling Joist to Top Plate (toe-nail) (3) 8d common Per Joist Locate & Stake Out All 1/4"" = 1 '-O�" Ceiling Joist to Parallel Rafter (face-nail) (6) 16d common Each Lap ZONE 1 10.0 -18.0 Addition Existing Utilities Prior to Ceiling Joist laps over Partitions (face-nail) (3) 8d common Each Lap o M ZONE 2 10.0 -30.0 Any Excavation. Collar Tie to Rafter (face-nail) (3) 10d common Each End N T_ Blocking to Rafter (toe-nail) (3) 8d common Each End o ZONE 3 10.0 -46.0 For Rafter to Ridge Board (end-nail) (2) 16d common Per Rafter Zone Diagrams ROOF SHEATHING - Structural Panels (see zone diagram) /// 2 2 Group 1.1 1-1\ Interior Zone 8d common 12' o.c. �� 1 3 3 for the Perimeter Zone 8d common 6" o.c. -- 4+ Ik Q 5 3 5 Gable Wall Edge Zone 8d common 4" o.c. 5 2 5 2 CEILING SHEATHING 4 3 4 3 3 4 4 NOTE TO FRAMER Gypsum Wallboard 5d coolers 7' Edge /10" Field East End 2"x Ledger fastened Framer is to verifyporch Gable 5 5 5 s to wall structure P WALL SHEATHING Interior roof to maintain a mininum Wall / ® Zone joist hanger of 4"below existing second Structural Panels sd common 6" Edge /12" Field Edge 7K HE � / 54895 Main Road floor window sill. If necessary Garage Door Portal Openings 8d common 3'oc into all framing Zone sr X xp� Zone See Rafter to Beam to adjust roof pitch or top of Gypsum Wallboard 5d coolers 7" Edge / 7" Field Southold, NY (5) 8d Nails Simpson' H2.5 A Post Strapping Detail (Si) beam elevation MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS Table R301.5 ' / I_\ / J USE LIVE LOAD DEAD LOAD Jurisdiction \\ Exterior Balconies and decks 40 psf 10 psf ���lll ' Town of Southold o rafter Fire Escapes 40 psf 10 psf o joist hanger , Passenger Vehicle Garages 50 psf as per plan Suffolk County A beam 2"x Ledger fastened O ° to wall structure 2"x10"ledger ecured to Unhabitable ATTICS without Storage 10 psf 10 psf 0 o each wall stu with 1/4" Unhabitable ATTICS with Storage 20 psf Drawn By: ° Architectural asphalt roof shingles 9 p 10 psf ° Porch Rafter dia.x 4"timber locks at 16"oc p 9 0 99 P blind metal to be selected over ice&watershield M.A.M. ��(� .� ,. C staggered to nd bottom Habitable ATTICS and ATTICS 5 ; Connection n e ctl o n 1"x6"rake board Maintain a min. underta ment over 1/2"CDX I ood 30 psf 1 S psf 'O� - "'q o Y P Yw served with fixed stairs (5) „ „ flashing onto of 4"to window sill Assembly Detail i I 2 x8 roof rafters sheathing. Checked By: ! k + p 2 a�, 8d Nails °° teco connection at 16"oc(8') siding tomatch ex. roofing ROOMS other than sleeping rooms 40 psf 15 psf I ° N All Fasteners are to be M.A.M. � ( �;;,x.�`._�, SIMPSON STRONG-TIE ° 0 12 alum.cap __ __ ___ corrosion-resistant with a minimum Sleeping Rooms 30 ; 'CS20' Coil Strap o o / a 1 -0 flashing over --- --------------'------ - ------- --- - P g psf 15 psf ; - ------------ - 3 penetration of 3/4 into the sheathing. 1, over every stud ° ( overhang beam rap ,k Stairs 40 psf 10 psf Job No. 0'" 86,�Q�` ° wood post down to Install Rafter to 1"x6"fascia Use(6)fasteners for each shingle. c iy (8) 8d Nails top of pier footing i 2504 beam Strapping (S1) Guards and Handrails 200 psf lateral Beam to Joist Strapping (typ.at every rafter) - +- i=l =- L � Porch Roof Rafter to Simpson H2.5 (hot-dipped alv. wrap porch beam Guard in-fill components 50 psf S P galv.) low porch beam P p continue beam Sheet Title with 1"x'versatex' ��'� Beam to Post Detail to be wrapped wrap onto house ROOFS 30 psf 15 psf see deck ledger i (see floor plan) all three sides wall,adjust beam Deck Joist detail,same sht. T&G ceiling material i wrap pack-out to ALLOWABLE DEFLECTION : Table R301.7 for attachment to be selected E i at 6"C.Joc 8' unvented soffit aligns with house Misc. D rawi n g s (4) 8d Nails to house = a i ( ) T&G soffit material = wall Structural Member Allowable Deflection �f u,-0 i to be selected o Porch Girder I o i I Rafters hauls9 slopes 180 renter than 3 12 with no L i i� es P 9 / 4„x4„ P.T. post (typical) i wrap porch posts -H finished ceiling attached to rafters. Post see detail'1',sht.A-1 0 � with 1"x'versatex' i 2"x8"(PT)F.J. Interior Walls and Partitions H/180 / \ _ at 16"oc(8') "O Floors and Plastered ceilings L .360 /y house floor rJEIL[;7-1-Post Base -� - \ 9 / Simpson Strong-Tie 1 1"x10"trim board 1"x10"trim board All other Structural Members L/240 -AEIA44 (4"x4" Post) / low beam on each side Sheet Number : • of porch post, secured with Exterior Walls with plaster or stucco finish H/360 • 111111 HIM III = 1/2"dia.gals.through bolts Exterior Walls - wind loads with brittle finishes H/240 Typical Post Base Deck StrappingINA �� top&bottom (2 per post) a Connection Detail Assembl Detail Section E Left Elevation Front Elevation Exterior Walls - wind loads with flexible finishes H/120 Lintels Supporting Masonry Veneer Walls L/'600 sonatube porch pier Note : L=Span Length, H=Span Height GENERAL CONDITIONS CONCRETE ROUGH CARPENTRY FIRE BLOCKING / DRAFTSTOPPING FLASHING / SEALANTS / TAPES ELECTRICAL 1. All work shall conform to the codes listed on the cover sheet. 1. Foundation walls are to be a minimum of 3,000 psi, unless noted 1. Minimum header size to be(2)2"x6"unless noted otherwise on plan. 1. DRAFTSTOPPING REQUIRED: 1. Contractor to provide metal or soft flashing where framing lumber is 1. All electrical work shall conform to rules and regulations of the All codes shall supercede the drawings and shall be incorporated into otherwise on plans. When there is usable space both above and below the concealed space in contact with soil or concrete. g 2017 National Electric Code, NFPA 70-2017 and the 2020 the drawings,whether they are indicated on the plans or not. 2. All structural dimensional lumber to be doug fir#2 or better with a of a floor/ceiling assembly,draftstopping shall be installed so that the 2. All concrete work shall comply with the requirements of the American minimum Fb=850 and E= 1.4x106.No SPF lumber may be used area of the concealed space does not exceed 1,000 sf. 2. Contractor to provide continuous coil hidden metal flashing where Residential Code of NYS. 2. Contractor shall check and verifyall dimensions notes and conditions Concrete Institute ACI and the 2020 RCNYS. except for sills plates and blocking. Southern Yellow Pine ma be The draftstopping shall divide the concealed space into approximate tops of level roofs intersect with vertical wall surfaces. 2. The Electrical equipment and wiring shall be installed in accordance ( ) P . P 9 Y Pp 9 P PP p ca a su aces. See plan for9 at the site before any construction work is started.The Contractor shall used as a substitution for doug fir. equal areas.Where the assembly is enclosed by a floor member metal specification. with chapters 34 thru 43 of the 2020 Residential Code of NYS. �n notify the Architect of any discrepancies or conflicts in the drawings 3. All concrete shall be air-entrained.Total air content(percent by volume above and a ceiling membrane below,the draftstopping shall be 3. Electrical work to be Fire Underwriter's inspected and approved. and/or field conditions before starting the work.The discovery of of concrete)shall not be less thasn 5%or more than 7%. 3. All exterior lumber to be preservative treated provided in a floor/ceiling assemblies under the following circumstances: 3. Contractor to provide metal step flashing around all chimneys,skylights discrepancies after beginning the work shall be the full responsibility and where sides of sloped roofs intersect with vertical wall surfaces. 4. All electrical outlets in"wet"areas to be ground fault interrupter of the Contractor to correct. 4. Garage slabs,carport slabs, exterior steps and porch slabs are to be 4. All lumber that is in contact with masonry/concrete is to be a. Ceiling is suspended under floor framing All metal flashing shall extend up vertically a minimum of 4"from the (G.F.I.)type. M i 3. Contractor shall report any discrepancies in plans and details to the a minimum of 3,500 psi. preservative treated. b. Floor framing is constructed of truss-type open-web or roof surface.See plans for metal specificaiton. 5. Working clearance dimensions around electrical panel to be a " Owner and/or Architect at once. Demolition or excavation may reveal 5. The nominal maximum size of coarse aggregate shall not exceed 5. Engineered lumber(LVL, PSL)to have a minimum Fb=2,350 and perforated members. 4. Contractor to provide metal cap flashing over all windows and exterior minimum of 36 deep x 30' wide x 6'-6"high. r conditions other than those assumed on the construction drawings. one-fifth the narrowest distance between forms or three-fourths the a minimum E= 1.9x106. doors. See plans for metal specification. 6. All electrical work to be performed by a local licensed electrician. It is the responsibility of the contractor to notify the Architect and/or clear spacing between reinforcing bars or between as bar and the side Draftstopping Materials: Ground-Fault Circuit-Interrupter Protection. rC� itact Owner immediately if the occurs. of the form. 6. SHEATHING/SUBFLOOR Draftstopping materials shall not be less than 1/2"gypsum board 5. Contractor to provide copper step flashing for all masonry chimney to • Each plywood sheet shall bear the'APA'trademark stamp. or 3/8"wood panels. Draftstopping shall be installed parallel to the roof intersections.The flashing is to extend vertically up against the Locations. 4. Contractor shall locate&stake out all existing underground utilities 6. Forms shall be made of wood,steel,aluminum,plastic,a composite of • All plywood end joints shall be staggered and butt along the floor framing members.The integrity of all draftstopping shall be chimney a minimum of 4"and let-into horizontal masonry joints 4". 1.All bathroom receptacles are to have G.F.C.I. protection. prior to any excavation.Any utilities shown on the plans are an cement and foam insulation, or other approved material suitable for center lines of framing members. maintained. P P 97 L Main Street Stony Brook NY 11790 approximate location only and shall be verified by the Contractor. supporting and containing concrete. Forms shall provide sufficient • Nails shall be placed 3/8"minimum from the edge of the sheets. 6. Flash, caulk and seal all junctions of new roofs,walls and 2.All garage&accessory building receptacles are to have G.F.C.I.protection. strength to contain concrete during the concrete placement operation. The minimum nail penetration into framing members shall be 2. FIRE BLOCKING REQUIRED: penetrations,to form a watertight assembly. 3.All outdoor receptacles are to have G.F.C.I. protection. 5. Contractor shall be responsible for scheduling all required inspections Form ties shall be steel,solid plastic,foam plastic,or other suitable 1-1/2"for 8d nails and 1-3/8"for 10d nails. Fire blocking shall be provided to cut off all concealed draft openings with the authorities having jurisdiction. material capable of resisting the forces created by fluid pressure of (both vertical and horizontal)and to form an effective fire barrier 7. Spaces to be caulked shall be clean and dry,joints more than 3/4" 4.All crawl space receptacles are to have G.F.C.I. protection. phone. 631 686 6585 freshly poured concrete. SUBFLOOR: 3/4"rated plywood(48(24) between stories and between a top story and the roof space. deep shall be solidly filled with a neoprene rope or backer rod. 5.All unfinished basements receptacles are to have G.F.C.I. protection. email. MMacrina@MMArchitectAlA.com 6. Contractor shall be responsible for obtaining all required paperwork to be glued &nailed to each joist Fire blocking shall be provided in wood frame construction in the web. MMArchitectAIA.com from their subcontractors as required by the authority having jurisdiciton. 7. Do not pour in temperatures less than 40 degree weather, nor when following locations: 8. All caulked joints shall ber full continuous,waterproof, neatly wiped 6.All kitchen receptacles that serve countertop surfaces shall have The Contractor shall obtain and deliver to the Owner the certificate of freezing conditions are expected in less than 24 hours. EXTERIOR WALL SHEATHING: 1/2 G.F.C.I. protection. These are an instrument of service and are p exterior grade(CDX)plywood off or pointed and tooled where exposed to view. occupancy and/or certificate of compliance. to be fastened to the studs as a. In concealed spaces of stud walls and partitions, including furred 7.All laundry, utility and bar sink receptacles that are located within 6ft. the exclusive property of the architect. Infringements of the concepts and design ideas 8. Install'Tuff-N-Dry'exterior foundation waterproofing system or per the nailing schedule and spaces and parallel rows of studs or staggered studs; as follows: 9. All windows and exterior door flanges are to be taped with a'Tyvek' of the outside edge of the sink are to have G.F.C.I. protection. presented on these drawings shall be prosecuted 7. Do not scale drawings.Written dimensions shall take precedence approved equal unless a different product is specified in the plans. the braced wall plan -vertically at the ceiling and floor levels. or approved equal flashing tape. Jambs first then head over jamb tape. to the fullest extent of the law. Copyright 2025: over scale. Exterior foundation waterproofing system is to be installed from -Horizontally at intervals not exceeding 10 ft. 8. Electrically heated floors, hydromassage bathtub, spa and hot tub Michael Macrina Architect, pc. All rights reserved, bottom of footingcontinuous) u to the finished grade line. ROOF SHEATHING: 1/2"exterior grade CDX plywood 10. All windows and exterior door flanges are to have a metal an or a locations are to have G.F.C.I. protection. the part of the plans may be reproduced without Y p g g ( )p� 9 P the expressed written consent of the architect. 8. Any deviation from the Architect's drawings must be discussed with to be fastened to the rafters as b. At all interconnections between concealed vertical and horizontal soft flashing pan over the rough sill framing continuously up each side. 9.All receptacles within 6 feet of the outside edge of a bathtub or the Architect for approval. 9. All footings are to be reinforced with rebar as per details in the plans. per the nailing schedule spaces such as occur at soffit,drop ceilings and cove ceilings. shower stall are to have G.F.C.I protection. 11. Penetrations around all pipes,vents,ducts,wires, etc.through ceiling 9. Contractor shall be responsible for adequately bracing and protecting 10. Contractor shall provide and install all cast in place anchor bolts,hold 7. All framed openings in floors, roofs and ceilings shall have a minimum c. In concealed spaces between stair stringers at the top and bottom of and floor levels to be sealed with fire caulk-136 by Everkem or equal Drawing Status : all work during construction against damage, breakage,collapse, down straps, basement sashes, crawl space vents, etc.as per plans. of a double header and trimmer unless noted otherwise on the plans. the run.Enclosed spaces under stairs shall have walls.under-stair surface to meet ASTM 136 testing distortion and misalignment according to applicable codes, standards and any soffits protected on the enclosed side with a 1/2"gypsum board. and good practice. 8. All framing to be set plumb, level and accurately cut. d. At openings around vents,pipes,ducts,cables and wires at ceilings 10. All work shall be performed in a first class manner with all new materials. 9. All Joists and beams set flush with another beam shall be connected and floor level,with an approved material to resist the free passage The Contractor shall provide all equipment, labor and materials with a metal joist hanger designed to match the size of the joist/beam of flame and products of combustion. Issued necessary for the proper execution and timely completion of the work. unless specified otherwise on plans. The Contractor shall be responsible for all materials and equipment e. Spaces between chimneys and floors and ceilings through which stored at the job site. 10. Install double floor joists under all parallel walls above unless noted chimneys pass shall be fireblocked with noncombustible material Construction !� otherwise on plans. securely fastened in place.The Fireblocking of spaces between 11. The Contractor shall have the building department approved plans and chimneys and wood joists, beams or headers shall be self-supporting any other approved plans and permits on the job site throughout the 11. All joist hangers and fasteners that are in contact preservative treated or be placed on strips of metal laid across the spaces between entire project. lumber or exposed to the exterior shall be hot-dipped galvanized or combustible material and the chimney. stainless steel. 12. All Contractors and Subcontractors shall be licensed and insured. f. Fireblocking of cornices of a two family dwelling is required at the 12. All shims under cellar/crawl space girders are to be steel shims. line of dwelling unit separation. 13. The Architect is not responsible for construction means,methods, techniques, sequences, procedures or for the safety precautions and 13. Wrap all wood girders that sit in a concrete or masonry beam pocket Fireblocking Materials: programs in connection with this project. with soft flashing to prevent direct contact with the concrete I masonry. a. 2"x nominal lumber,or two thicknesses Dates : 14. Contractor to follow all manufacturer's specifications, recommendations 14. No structural members shall be altered,omitted, notched, cut or b. Two thicknesses of 1"x nominal lumber with broken lap joints and installation details on all products used in this project. Contractor relocated without prior approval by the Architect. C. One thickness of 23/32"wood structural with joints backed up by 1/28/25 Issued for Construction shall notify the Architect of any conflict between the plans and 23/32"wood structural panels. manufacturer's specifications, recommendations and installation 15. When using dimensional lumber,there shall be not less than one line details prior to installation of any products used in this project. of bridging at every 8 feet of span in floor, attic and flat roo`framing. d. One thickness of 3/4"particleboard with joints backed by 3/4" Contractor shall be responsible for correction of any work that prevents The bridging shall consist of not less than 1"x3"lumber set diagonally particleboard. the correct installation of a specified product noted on the plans. in each direction and double nailed at each end or equivalent pre-fab e. 1/2"gypsum board metal bracing. 15. The Contractor shall keep the job site clean,safe and free of debris. f. 1/4"cement based millboard 16. Provide continuous blocking under all posts down to the foundation, g. Batts or blankets of mineral wool to be securely retained in place 16. These drawings are the property of the Architect and shall no be used beam and/or column with similar post material as specified on plans. without his consent. Drawings shall not be used for issuing of a building permit unless signed and sealed by Michael Macrina Architect,pc 17. Joists and rafters shall be limited to cuts and bored holes no deeper than 1/6 the depth of the member and shall not be located in the middle 1/3 of the span. Notch depths of the ends at the member shall not exceed DEMOLITION NOTES 1/4 the depth of the member. Holes bored into the joist shall not be closer than 2"to the top or bottom of the joist,and the diameter of the hole shall 1. Prior to demolition,the Contractor shall have all utilities disconnected. not exceed 1/3 the depth of the joist.There shall be no notches on the such as but not limited to gas,electric,water,telephone, cable,etc. bottom side of the joists, beams and rafters. No. Date Description In addition,the Contractor shall obtain utility mark-out prior to commencing demolition or excavation. 19. BUILT-UP BEAMS Project : 2. Demolition work shall be done in strict conformance with local,state and federal regulations, including all permits and utility disconnects. 1. Built-up beams or joists formed by a multiple of 2"x dimensional lumber members shall be interconnected as follows: Proposed 3. The Contractor shall at all times provide protection against weather a. Members 12"and less in height: (rain,wind, storms,frost or heat)so as to maintain all work, materials, Glue and nail with 2 rows of 16d nails at 12"oc staggered. equipment and fixtures free from damages. Repair any damage to Porch property of the Owner which is to remain in use. b. Members greater than 9-1/4"in height or multiple 3"x members: Through bolt with 1/2"diameter machine bolts at 24"oc 4. Contractor to provide all necessary temporary supports as may be staggered top&bottom, 1-1/2"from edges. Addition required to shore all existing structures prior to the installation of new structural elements. 2. Built-up beams or joists formed by a mutiple of engineered lumber members are to follow manufacturer specifications unless noted 5. All existing elements to remain shall be protected during demolition. on plans. For 6. All existing ductwork,electrical components, etc. in areas to be 20. BOLTS IN WOOD FRAMING: demolished shall be protected and relocated as required according to field conditions. 1. All bolts in wood framing shall be standard machine bolts with Group standard washers. 7. Contractor to provide dust-tight partitions between areas where demolition work is being performed and areas which are finished or 2. Each bolt hole in wood shall be drilled 1/16"larger than diameter of bolt. for 1 in use. I 3. For sill plate anchors,see details on plans. he SITE WORK / EXCAVATION Lag Bolts:a. End a. All lag bolts where specified on plans shall be of structural grade steel. 1. Contractor shall locate&stake out all existing underground utilities prior to any excavation.Any utilities shown on the plans are an b. Washers shall be placed undefr the head of the lag bolts bearing 54895 Main Road approximate location only and shall be verified by the Contractor. on wood. Length of lag bolts shall be a minimum 2/3 depth of Excavation shall not commence until utility mark-out is completed. members being bolted together. Southold, IVY 2. Excavate all areas as indicated in the drawings.All excavations shall c. All bolts that in contact with preservative treated lumber or exposed be the minimum depths rerquired achieving clean undisturbed virgin to the exterior are to be hot-dipped galvanized or stainless steel. Jurisdiction soil with stable moisture content and non-shifting and non-shrinking : soil characteristics.The Contractor shall be responsible for notification of poor soil characteristics to the Architect and shall not proceed with Town of Southold the work until receiving instructions from the Architect. 3. The Architect has prepared the drawing and speifications with an Suffolk County assumed bearing capacity of 2,000 pounds per sq.ft.and an assumed soil characteristic of sand,silty sand,clayey sand, silty gravel and clayey gravel(SW, SP,SM, SC, GM and GC)unless a soil test analysis Drawn By: has been performed as per table R401.4.1 of the 2020 RCNYS. A M.A.M. 4. All excavations for concrete piers and footings shall be a minimum of �s - `�,�� 3 feet below finished grade unless noted otherwise on the plans. Checked By: f). 5. All backfill shall be clean granular fill. I M.A.M. �� J 6. No backfill shall be permitted against concrete or masonry foundation Job No. / 12k' walls without floor framing or proper bracing as required to prevent damage to foundation walls. No backfill shall be permitted within a 2504 minimum of two weeks after pouring.The Contractor shall be responsible for any damage to concrete or masonry wall. Sheet Title : 7. All grading to drain surface storm water away from foundation walls at a minimum rate of 5%slope. c AN/o 8. Stockpile topsoil for re-use, redistribute topsoil for final grading. �� `�S 9. Contractor to excavate all stepped footings as per plans and details. Sheet Number: