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Home My WebLink About42648-Z ,y SUFFDLkC r Town of Southold oGyP�t 2/5/2020 P.O.Box 1179 C,co r 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 41046 Date: 2/5/2020 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 3675 Nassau Point Rd., Cutchogue SCTM#: 473889 Sec/Block/Lot: 111.-9-4.2 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 4/19/2018 pursuant to which Building Permit No. 42648 dated 5/4/2018 was issued, and confonns to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: ADDITIONS AND ALTERATIONS INCLUDING DECK, ROOF DECK, OUTDOOR SHOWER,AND INDOOR SQUASH COURT, TO AN EXISTING ONE FAMILY DWELLING,AS APPLIED FOR, PER ZBA DECISION #7117, DATED 01-01-2018 The certificate is issued to Hermer,David&Campos, Silvia of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 42648 09-30-2019 PLUMBERS CERTIFICATION DATED 12-11-2019 in Rempe th i ed ignature g�fFot�. TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE o i oy • 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#: 42648 Date: 5/4/2018 Permission is hereby granted to: Hermer, David 9 College PI Apt 4D Brooklyn, NY 11201 To: make additions and alterations to an existing single family dwelling as applied for per ZBA. At premises located at: 3675 Nassau Point Rd., Cutchogue SCTM # 473889 Sec/Block/Lot# 111.-9-4.2 Pursuant to application dated 4/19/2018 and approved by the Building Inspector. To expire on 11/3/2019. Fees: CO -ADDITION TO DWELLING $50.00 SINGLE FAMILY DWELLING -ADDITION OR ALTERATI $1,679.20 Total: $1,729.20 wilding Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets,and unusual natural or topographic features. 2. Final Approval from Health Dept.of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building, industrial building,multiple residences and similar buildings.and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9,1957)non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00,Commercial$15.00 Date. Q H " 1 Cl - 2 D 1125 _ New Construction: Old or Pre-existing Building: V/ (check one) Location of Property: �(o� Sit 1.1 �T. House No. Street HamletJ Owner or Owners of Property: rrney— � Suffolk County Tax Map No 1000, Section l=I Block 9 Lot 4. Subdivision Filed Map. Lot: Permit No. q Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: ✓ (check one) Fee Submitted:$ X WplricanA nature rif so Town Hall Annex ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 �O sean.devlin(a)-town.southold.ny.us BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: David Hermer Address: 3675 Nassau Point Rd city Cutchogue st: NY zip: 11935 Building Permit#• 42648 Section- 111 Block 9 Lot- 4.2 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor, DBA: G&S Electric License No: 578-ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor X 1 st Floor X Pool New Renovation X 2nd Floor X Hot Tub Addition X Survey Attic Garage INVENTORY Service 1 ph X Heat Duplec Recpt 8 Ceiling Fixtures 10 HID Fixtures Service 3 ph Hot Water GFCI Recpt 6 Wall Fixtures 8 Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures 29 CO Detectors Sub Panel A/C-Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches 27 Twist Lock Exit Fixtures 11 Combo SD/CO 11 Other Equipment: 4- Bath Exhaust Fans, Master Bath on GFCI Breaker Notes Indoor Squash Court and Bath Renovations Inspector Signature: Date: September 30, 2019 S Devlin-Cert Electrical Compliance Form As so Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 �Y BUILDING DEPARTMENT TOWN OF SO TI.'k OLD CXRTIFECAT_10N Date:_ -� - zj Building Permit No. I A 7 c Owner: (Please print) Plumber: R.11 Fool"i- A/0� (Please print) 1 I certify that the solder used in the water supply_ system contains less than 2/10 of I% lead. (Plumbers e) Sworn to before me this day of , 20 JAN 3 0 2020 Notary Public, S6County EMILY J REEVE Notary Public,State of New York No.01RE6059270 Qualified in Suffolk County My commission expires July'2342029 LA v(o q a0F SOFT tion yO<o # TOWN OF SOUTHOLD BUILDING DEPT. .0OUrm, 765-1802 INSPECTION . ( FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: � rv)-1b lRe4, ?� DATE I INSPECTOR Lk- VC Ito h� 6 TOWN OF SOUTHOLD BUILDING DEPT. `ycou765-1802 INSPECTION [ ' NDATION 1ST [ ] ROUGH PL13G. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARK t If VA &muvwmof611 v DATE I INSPECTOR _ - --��' ." - - - -_. _ _ Lam_ - •--'--'`t- It �/� �Of SO(/T,�, # TOWN OF SOUTHOLD BUILDING DEPT. `ycou765-1802 INSPEC ION [ ] FOUNDATION 1ST [ ROUGH PLBG. /it/ S [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL-(FINAL) [ ] CODE VIOLATION [ ] CAULKI REMARKS: 'n O/ ov-/ 1 DATE INSPECTOR q0 OF SOUIho # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPEC P N [ ] FOUNDATION 1ST [ ROUGH PLBG. [ ] F NDATION 2ND [ ] INSULATION [ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING R ARKS: � - VWv� Ill � �►V4Q� 1 DATE INSPECTOR -1004 " 0 SOF so(/lh * # TOWN OF SOUTHOLD BUILDING DEPT. `ycouffm 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] R H PLBG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FI SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] CTRICAL (FINAL) [ ] CODE VIOLATION [ CAULKING EMARKS: 11 �149 �tv� rel DATE INSPECTOR OP SO(/lyO{o TOWN OF SOUTHOLD BUILDING DEPT. couto, 765-1802 INSPECTION , [ ] FOUNDATION 1ST [ ] ROUGH PL13G. �. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: -� �- -- DATE INSPECTOR erg So(/lh, ho1� O� TOWN OF SOUTHOLD BUILDING DEPT. cou765-1802 INSPECTION ' ' [ ] FOUNDATION 1ST [ ] P6UGH PLBG. [ �FNDATION 2ND [ INSULATION [ FRAMING /STRAPPING [ ] FINAL IN [ ] FIREPLACE & CHIMNEY [ ] SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [XtFIRESISTANT PENETRATION ELECTRICAL (ROUGH) [ TRICAL (FINAL) CODE VIOLATION [ KING REMARKS: QI A L4v JF4 DATE INSPECTORY :I- 6tz- OF SOUIyo� # # TOWN OF SOUTHOLD BUILDING DEPT. ^ourm,��`' 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] MULATION [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE &CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [.. ] ELECTRICAL (FINAL) [ ] CODE VIOLATION p [ ] CAULKING REMARKS: 1 qXtvJ C� UA*911tZe"" DATE INSPECTOR OF SOUTy�� # # TOWN OF SOUTHOLD BUILDING DEPT.' _ 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] NSULATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL [ ]-'FIREPLACE & CHIMNEY- [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: . r= bm� s�J ksle DATE / INSPECTOR !,FIELD INSPECTION REPORT COAVVIENTS 2 wil le ml, ------------ 'FOUNDATION (2ND) ROUGH FRAMING& PLUMBING ENERGYINSULATION PER N.Y. STATE .D -1 imm RUM ADDITIONAL A I 11.1 L. T-WRn s 1 Lam_ db TOWN 0i' SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUDDING DEPARTMENT Do you have or need the following,before applying? TOWN BALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631)765-1802 r Planning Board approval FAX: (631) 765-9502 r y/ Survey Southoldtownny.gov PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined —,20 Single&Separate Truss Identification Form Storm-Water Assessment Form Contact: , Approved —.,20 Mail to: T-r%UL �K— - Disapproved a/c ^ ^ Phone: { Qj •�.�� Expiration ,2 o � D D Bui Sri ns ec r . S° ` ®o PPLICATION FOR BUI DING PERMIT AUG - 1 2017 ter, Date J u� , 20r INSTRUCTIONS BUILDING DEPT. 'F0fflWaWWtJTJXMe completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans,accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas,and waterways. c.The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy.- f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for'an addition six months. Thereafter,a new permit shall be required. 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,or 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 for necessary inspections. (Si Itur;eof pplicant or name,if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder 1 Name of owner of premises �V P KE �K 91 L A (As bn the tax'oll or late t deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which tj proposed work will be done:P61 POI gr House Number Stleef Hamlet County Tax Map No. 1000 Section Block 01 Lot—A-1—t- J d - �ubdiv2sion Filed Map No. Lot 2. State existing use and occupancy of premises and i ended use and occupancy of proposed construction: a. Existing use and occupancy y b. Intended use and occupancyt WP U9 ((. �IM N 3. Nature of work(check which applicable):.New Building Addition ✓ Alteration Repair Removal Demolition Other Work 4. Estimated Costlkp 00b � Fee (Description) (To be paid on filing this application) 5. If dwelling,number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front 44 Rear 4,4- Depth 6� Height Number of Stories Dimensionsf same structure with alterations or additions: Front 4'�r Rear Depth (�9 Height Number of Stories 8. Dimensions of entire new construction: Front--10 Rear (10 Depth Height (/o Number of Stories 9. Size of lot: Front ��''1 Rear 100. ( Depth 407 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated • 4-b 12. Does proposed construction violate any zoning law, ordinance or regulation?YES NO 13. Will lot be re-graded?YES NO Will excess fill be removed from remises?YES NO ✓ g (OLL"6 V 14.Names of Owner of premise Address V Phone No. Q 11gld-rjlg 4 Name of Architect—U It. VJ19 Address 45 Mhtj Phone No Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES ✓NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES \/ NO * IF YES,D.E.C.PERMITS MAY BE REQUIRED. 16. Provide survey,to scale,with accurate foundation plan and distances to property lines. 17.If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18.Are there any covenants and restrictions with respect to this property? * YES NO * IF YES,PROVIDE A COPY. STATE-OF NEW YORK) SS: COUNTYOF f ' ) LFt(,js-' being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the (Ctnt=14,Agent,Cor orate 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 knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Swoxn to before me this o! day of 2L Notary Public RCE SignatuVofpplicant fNotary Pubof New Yo* No.01 AR6082685 Qualified in Kings County Commission Expires 11/04/20 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD, N.Y. NOTICE OF DISAPPROVAL DATE: August 7, 2017 TO: David Hermer 3675 Nassau Point Road Cutchogue, NY 11935 Please take notice that your application dated August 1, 2017 For a permit to construct additions and alterations to an existing single family dwelling at Location of property 3675 Nassau Point Road, Cutchogue, NY County Tax Map No. 1000 - Section 111 Block 9 Lot 4_2 Is returned herewith and disapproved on the following grounds: The proposed construction is not permitted pursuant to Article XXII Section 280-116 which states; "All buildings located on lots adjacent to sounds and upon which there exists a bluff or bank landward of the shore or beach shall be set back not fewer than one hundred (100) feet from the top of such bluff or bank." The proposed construction notes a setback of 67 feet from the top of bluff, at its closest point. -F - -- 17) ed Sign ure Note to Applicant: Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. CC: file, Z.B.A. BOARD MEMBERS �F SDUrSouthold Town Hall �Lesli4e Kane§"Weisman,Chairperson �� y� 53095 Main Road-P.O.Box 1179 �� l0 Southold,NY 11971-0959 Patricia Acampord Office Location: Eric Dantes Town Annex/First Floor,Capital One Bank Gerard P.Goehringer 0 �� 54375 Main Road(at Youngs Avenue) ,,Nicholas Pla `ycou Southold,NY 11971 Dhttp://southoldtownny.goy FEB - 9 2018 ZONING BOARD OF APPEALS TOWN OF SOUTHOLD RECEIVED Tel.(631)765-1809-Fax(631)765-9064 TOW-1i OF SOUT � E g - 6 2018 FINDINGS,DELIBERATIONS AND DETERMINATION MEETING OF FEBRUARY 1,2018 1 0. " ZBA FILE: #7117 uthold Town Clerk NAME OF APPLICANT: David Hermer and Sylvia Campo PROPERTY LOCATION: 3675 Nassau Point Road, Cutchogue,NY 11935 SCTM: 1000-111-9-4.2 SEORA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning issued its reply dated September 29, 2017 stating that this application is considered a matter for local determination as there I ppears to be no significant county-wide or inter-community impact. LWRP DETERMINATION: This application was referred for review under Chapter 268,Waterfront Consistency review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. The LWRP Coordinator issued a recommendation dated December 21, 2017. Based upon the information provided on the LWRP Consistency Assessment Form, as well as the records available, it is recommended that that the proposed action be EXEMPT from Coastal Consistency Review. SUFFOLK COUNTY SOIL AND WATER CONSERVATION DISTRICT: This application was referred for evaluation and recommendation to the Suffolk County Soil and Water Conservation District. According to a letter from the agency, dated December 7, 2017, an inspection of the property was conducted on December 6,2017. The agency found that at the time of the site visit the bluff appeared to be in excellent and stable condition with vegetative cover and the yard leading to the bluff top is also well vegetated with established turf grass. No resource concerns involving runoff or erosion were apparent. The District recommends that all heavy machinery, equipment or supplies be stored and used a minimum of 25 feet setback from the bluff top edge. Moreover, it is also recommended that the homeowner consider adding gutters, downspouts, and drywells on the south side of the house,as well as adding drywells to the existing guttering system on the north side of the house. PROPERTY FACTS/DESCRIPTION: The subject property is a conforming 1.10 acre rectangular parcel located in the R-40 Zoning District consisting of 40,342 square feet. The residentially developed parcel measures 100.10 feet on the Peconic Bay with a southerly lot line shared with a residential neighbor running west 407 feet to, 100.70 feet on Nassau Point Road and returning on the northerly lot line, also shared with a residence, of 400 feet. The lot is improved with a two-story home with attached waterside deck and basement garage, as shown on the site plan prepared by Paul Rice,Registered Architect dated August 24, 2017. Page 2,February 1,2018 #7117,Hermor- Campo SCTM No. 1000-111-9-4.2 BASIS OF APPLICATION: Request for a Variance from Article XXII Section 280-116 and the Building Inspector's August 7, 2017 Notice of Disapproval based on an application for building permit to construct additions and alterations to an existing single-family dwelling, at: 1) located less than the code required 100 feet from the top of the bluff, located at: 3675 Nassau Point Road (Adj. to Little Peconic Bay), Cutchogue, NY. SCTM#1000-111-9-4.2. RELIEF REQUESTED: The applicant requests a variance to add 130 square feet to the master bathroom on the second floor, over the existing kitchen, having a setback of 67 feet at its closest point where the Code requires a minimum setback of 100 feet from the top of the bluff or bank. ADDITIONAL INFORMATION: No member of the public or any immediate neighbor of the applicant spoke in favor of or against this application. Paul Rice, RA represented the applicant during the public hearing at which time he as was asked to provide aerial photographs of the site and at least one comparable variance granted in the immediate vicinity. This information was received January 19, 2018. As part of the proposed construction, the applicant will add a roof terrace accessed from the master bedroom over the remaining flat roof of the existing house. Furthermore, the applicant offered to add leaders, gutters, downspouts and drywells to both the north and south side of the residence, as recommended by Suffolk Country Soil and Water Conservation District. The applicant also offered to relocate an exposed propane tank found during site inspection, below the driveway, sitting precariously on a precipice along the northern lot line. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on January 18,2018 at which time written and oral evidence were presented. Based upon all testimony, documentation,personal inspection of the property and surrounding neighborhood, and other evidence,the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law §267-b(3)(b)(1). Grant of the variance will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The Nassau Point Association neighborhood is a well- established, bay front residential community with houses of various ages, scale, size, most of which have multiple bathrooms, including master bathrooms. The 130 square feet addition, enlarging the master bathroom where a flat roof exists, is to be built over an existing first floor kitchen which is closer to the bluff top edge than the addition at its closest point; this addition will conform to the current setback of the residence originally constructed in 1985. The parcel is sited in a residential neighborhood and is set approximately 196 feet back from Nassau Point Road at one of the highest points in Cutchogue, with a neighbor to the north in a lower position and a neighbor to the south in an elevated position. The improvement will not be noticeable to immediate neighbors or discernable from the road. 2. Town Law §267-b(3)(b)(2). The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance. As a result of the original siting and contemporary design of the residence,the footprint of the house is greater than the second story, resulting in a flat roof over the kitchen in the area of the master bedroom, a natural location for an addition. While a bathroom addition could be proposed in a conforming location, this would require a substantially larger addition to the foundation and increase in both the primary and secondary floor areas in order to achieve the same result. 3. Town Law §267-b(3)(b)(3). The variance granted herein is mathematically substantial,representing 33%relief from the code. However, no expansion to the existing footprint is proposed and the existing house and deck is Page 3,February 1,2018 #7117�-Hermer-Campo SCTM No. 1000-111-9-4.2 closer to the bluff top edge than the proposed addition. Moreover, the existing deck and residence is closer to the top bluff edge than the proposed landward addition. 4. Town Law 4267-b(3)(b)(4) No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code and must implement all the recommendations of the Suffolk County Soil and Water Conservation District, as conditioned herein. 5. Town Law 4267-b(3)(b)(5). The difficulty has been self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. 6. Town Law 4267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of the addition to a second floor master bathroom and other additions and improvements including a roof terrace while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Weisman (Chairperson), seconded by Member Dantes, and duly carried,to GRANT the variance as applied for, and shown on the site plan labeled A-01,A-02,A-03,A-04 prepared by Paul Rice,RA and dated August 24,2018. SUBJECT TO THE FOLLOWING CONDITIONS: 1. The applicant shall implement all the recommendations set forth by Suffolk County Soil and Water Conservation District in their letter dated December 7,2017, as cited above. 2. The existing propane tank must be moved to a conforming location and either buried or placed in a level location where it is secure and has no possibility of movement in accordance with the National Fire Preventions Agency regulations. That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued. Any deviation from the survey, site plan and/or architectural drawings cited in this decision will result in delays and/or a possible denial by the Building Department of a building permit, and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation from the variance(s)granted herein as shown on the architectural drawings, site plan and/or survey cited above, such as alterations, extensions, or demolitions, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. Pursuant to Chapter 280-146(B) of the Code of the Town of Southold any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been Page 4,February 1,2018 #7117,Hermer- Campo SCTM No. 1000-111-9-4.2 procured, and/or a subdivision map has not been filed with the Suffolk County Clerk,within three (3)years from the date such variance was granted. The Board of Appeals may, upon written request prior to the date of expiration, grant an extension not to exceed three (3) consecutive one (1)year terms. Vote of the Board: Ayes:Members Weisman(Chairperson),Planamento,and Dantes(Member Acampora and Member Goehringer were absent). This Resolution was duly adopted(3-0) C/a - Leslie Kane Weisman, Chairperson Approved for filing /2018 $uFFI2K BUILDING DEPARTMENT - Electrical Inspectdr TOWN OF SOUTHOLD `3 Town Hall Annex - 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 r�� • Telephone (631) 765-1802 - FAX (631) 765-9502 roger.richertna town.southoId.nV.us APPLICATION FOR ELECTRICAL INSPECTION -Date: REQUESTEU BY:"--- - - ---------- - -- - f - Company Name: ' Name: License No.: email: <2? 0cl— < Address: 15 -yo 0—r � Z A) Phone No.: 6) 1 JOB SITE INFORMATION: (All Information Required) Name: `7�lJt L- 14, I11A �,A✓ p Address: S460) PIoVT o,ElD -1—� c�Ovr" Cross Street: Phone No.: :�7 (o 9 S-6, A Bldg.Permit#: email: Fax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK (Please Print Clearly) '�� /�K ' 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 Reconnected - Underground - Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: 7YMENT DUE WITH APPLICATION D qq;3 LIAR 1 1 2019Of, 1 � Request for Inspection FormAs .-r. ,C ,�' r R FFQ Scott A. Russell °SU 'r ST0]KA4WA\T]EPL SUPERVISOR �T �T A\�G�)EI��IC)EI�'7C' SOUTHOLD TOWN HALL-P.O.Box 1179 w' d 53095 Main Road-SOUTHOLD,NEW YORK 11971 ' O Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOLES THIS PROJECT INVOLVE ANY ®1F THE FOLLOWING: LNG: � Yes No (CHECK ALL THAT APPLY) i E]CR A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. j 1 ❑[� B. Excavation or f illing involving more than 200 cubic yards of material within any parcel or any contiguous area. C. Site preparation on slopes which exceed 10 feet vertical rise t 100 feet of horizontal distance. ❑[ D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. E ❑§@ E. Site preparation within the one-hundred-year f loodplain as depicted on FIRM Map of any watercourse. 1 ❑[[3 F. Installation of new or resurfaced impervious surfaces of 1,000 square f eet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. - - - - ---------- - - ---- --- ---_ _ - -- --- If you answered NO to all of the questions above, STOP! Complete the Applicant section below with yourIName, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. APPLICANT: (Property Owner,Design Professional,Agent,Contractor,Other) S.C.T.M. #: 1000 Date- District /� NAME: V ��L � A-2 ani Section Block Lot " FOR c ' �) �4�7 FOR BUILDING DEPARTMENT USE:!ONLY Contact Information I deph—Numhcd Reviewed By: - - - - - - - - - - - - - - - - - - - Date: LI- 11- /8 Property Address / Location of Construction Work: - - - - - - - - - - - - - - - - - ��,// i /L 1 Approved for processing Building Permit. L75 "M5 V �b Stormwater Management Control Plan Not Required. -E� Stormwater Management Control Plan is'Required (Forward to Engineering Department for,Review.) i FORM # SMCP-TOS MAY 2014 j J APPLICANT. S.C.T.M. #: 1000 CHAPTER 236 (Property Owner,Design Professional,Agent,Contractor,Other) „� Qs��k P A—� 2, °� Stormwater Management Control Plan CHECK LIST NAME. Section Block Lot x S M C P -Plan Requirements: Provide ONE copy of the Building Permit Application. Pk..Pnm Date: * The applicant must provide a Complete Explanation and/or Reason for not providing �g Ve- (Q� dol all Information that has been Required by the following Checklisti �Ig Illpc Tekphone Nu Ocr 1. A Site Plan drawn to scale Not Less that 60'to the inch MUST If You answered No or NA to any Item, Please Provide Justification Herel show all of the following items: �EOIE If you need additional room for explanations, Please Provide additional Paper. a. Location & Description of Property Boundaries ®0 b. Total Site Acreage. r,3 c. Existing- Natural & Man Made Features within 500 L.F. El of the Site Boundary as required by§236-17(C)(2). d. Test Hole Data indicating Soil Characteristics&Depth to Ground Water. ®�0 e. Limits of Clearing& Area of Proposed Land Disturbance. f. Existing & Proposed Contours of the Site (Minimum z Intervals) ®OO g. Location of all existing & proposed structures, roads, driveways, sidewalks, drainage improvements&utilities. h. Spot Grades & Finish Floor Elevations for all existing& OO proposed structures. I. Location of proposed Swimming Pool and discharge ring. 000 o U j. Location of proposed Soil Stockpile Area(s). 0 k. Location of proposed Construction Entrance/Staging Area(s). I >< I. Location of proposed concrete washout area(s). M. Location of all proposed erosion&sediment control measures. 2. Stormwater Management Control Plan must include Calculations showing that the stormwater Improvements are sized to capture,store,and infiltrate on-site the run-off from all impervious surfaces generated by a two(21 inch ®0� rainfall/storm event. 3, Details&Sectional Drawings for Stormwater practices are required for approval. Items requiring details shall include but not be limited to: a, Erosion & Sediment Controls. ®0� b. Construction Entrance & Site Access. ®00 c. Inlet Drainage Structures (e.g.catch basins,trench drains,etc.) d. Leaching Structures (e. . infiltration basins,swales,etc.) F'(')R ENGINEERING DEPARTMENT USE ONLY"* Additional Information is Required. Reviewed & Stormwater Management Control Plan is Not Complete. Approved By: - — — — — — — — — — — — — — — — — — — — — — — — - Stormwater Management Control Plan Is Complete. Date: I FISMCP has been approved by the Engineering Department. FORM * SWCP Check List-TOS MAY 2014 o�SUFFot,��oG Town Hall Annex y� Telephone(631)765-1802 54375 Main Road ;'� -t Fax(631)765-9502 P. O. Box 1179 — . •�lpl � �a0 • v - BUILD INGVE-PART-MENT ----- NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION AND/OR.TIMBER CONSTRUCTION N. Owner . Locatiob of Properly: Please:take notice that the.04*,kf applicable ine): ` New commercial ow'esidq,VAI%structure Addition to e44g0 commodil-or residential structur`e,- Rehabilitation"otn`existing;c�iinmercial or residefit' ,,structure to be construetedsor per-F"ed a' t the subject-,O•operty reference above will'U'IJ#ze"'' (check applical leer#A6).. Trus 4e construction (YT) Pre-engineered'Wood construction (PW) Timber constr`u ib in the following locations) (cT eck a00lic6ble-line)•- Floor framing, including girders and beams (F) Roof framing (R) Floor f fr ing (FR) Signature: Name (person submitting this form): PWU C r� Capacity(check applicable line): Owner Owner representative TrussReg15.docx Effective 1/1/2015 677 DIAMETER REFLECTIVE Wail E REFLECTIVE RE® PANTO NE #187 1/211 STROKE The constructi®n type desinati®n shall be 641979 1611979 6611[99' 61199or 66V99 t® indicate the constructi®n classificati®n ®f the structure under DESIGNATION FOR STRUCTUR L secti®n 602 ®f the BCNYS COMPONENTS THAT ARE OF TRUSS TYPE CONSTRUCTION ® 66F77 FLOOR FRAMING, INCLUDING ® ® GIRDERS AND BEAMS 66 77 ROOF FRAM I 66171177 FLOOR AND ROOF FRAMING STANDARDS AND CODES PAUL RICE ARCHITECTURE DI i [ DdL �, D L; AUG - 1 2017 B U 1,1MG DEPT. July 31,2017 TOWN OF SOUTHOLD Mike Verity Chief Building Inspector Town Hall Annex Building 54375 Route 25 Southold,NY 11971 Re: Hermer/Campo Residence 3675 Nassau Point Road, Cutchogue,NY Dear Mike, Included is an application for a building permit for the above referenced project. I am also including the survey and perimeter information. Please let me know if there is anything else I need to do. Thank you. Best, Paul Rice 45 MAIN STREET NO 824 BROOKLYN, NY 11201 PHONE 718 254-9477 • FAX 718 254-9772 Shawn F . Leonard, Architect P . C . �99 August 28, 2018 t.rf TOWN OF SOUTHOLD AUG 2 8 2018 Building Department 54375 Main Road Bufm ,,� � Southold, New York 11971 a"' �,�� :=;f{'T �'• RE: David Hermer 3675 Nassau Point Road, Cutchogue, N.Y. S.C.T.M. # 1000-111-09-4.2 To Whom it'May Concern, Please see attached a revised drawing for permit#42648 for your review. Due to the difficulty and cost to dig down for the proposed addition we would like to revise the project by elevating the squash court to be level with the existing garage floor. The size and scope of the project will not r, change. Upon your review please let us now what you will need from us to amend the permit. If you require and additional information, please do not hesitate to contact our office. cerel Shawn F. Leonard 320 Hampton Road Southampton, NY 11968 Tel:(631)287-5557 Fax: (631)287-5558 E-Mail: shawn@shawnleonardarchitect.com Shawn F . Leonard, Architect P . C . Dec. 4, 2018 TOWN OF SOUTHOLD Building Department 54375 Main Road Southold, New York 11971 RE: David Hermer 3675 Nassau Point Road, Cutchogue, N.Y. S.C.T.M. # 1000-111-09-4.2 To Whom it May Concern, Please see attached a revised drawing for permit#42648 for your review. We would like to revise the project by creating a gable roof to better protect the proposed patio doors from the weather. The size and scope of the project will not change. Upon your review please let us now what you will need from us to amend the permit. If you require and additional information, please do not hesitate to contact our office. [E -r"-nV1E D ely DEC - 4 2018 awn F. Leonar T� TOWN OF S00LD 320 Hampton Road Southampton, NY 11968 Tel:(631)287-5557 Fax: (631)287-5558 E-Mail: shawn@shawnleonardarchitect.com Shawn F . Leonard, Architect P . C . January 28, 2020 TOWN OF SOUTHOLD Building Department 54375 Main Road P.O. Box 1179 Southold, New York 11971 RE: David Hermer 3675 Nassau Point Road, Cutchogue, N.Y. S.C.T.M. # 1000-111-09-4.2 To Whom it May Concern, Please find attached a copy of the Plumbing Certificate, the Electrical Certificate, and a final Survey for the above referenced property. At this time, we would like to apply for the C of O for permit#42648 If you require and additional information, please do not hesitate to contact our office. Sincerely, 4 o Richard Mato JAN 3 0 2020 320 Hampton Road Southampton, NY 11968 Tel:(631)287-5557 Fax: (631)287-5558 E-Mail: shawn@shawnleonardarchitect.com Z C °W O .tLL v ' , I c sI---- LLJ L Lu a Eb > r �+ v� c O Q ,G GRARE p t N a C I - k ATION OF COMPACTED V 'I Z O STA7E D.O.T. APPROVED R.C.A. pIAIN�� k KISTING GRADE FOR DRAINAGE. { ry"~�)k INNING W'N SLUFF m L1_ a+aFE,,�x %/ 1405.00' ENos �► J XIX V 1 G CT LIMITING xLX XIX TVAPORARYPRE�ITION FENCE SILT Lu 3' D RETA1131NG W A i X I /'/ \� Z 1 Z p� �l 5 p0 W 00 OA 1 -3 Q 1 O MN PARKIN / 1 .j/ I CD W 1 r wO O �7( ~ j0A 950rrC ///' / / D J,'� ) i 1i // IPORARY`FFENCEMIi1NG i Q � 1 Q U � N78* . \J ------1 1'1I ALT I o 0 (� ) u r \ ' I /� 3 O �• Ii FR° HSE Tg- oLE 0 Ir 0 (( OS �' FLAGPOLE � I � a Iz J �ADDInON �� A__ �� ! Q Q W 0 / / / TOPSOIL E p W CD o `Ow"`ASH 415.0 50 w �; = W Cn A�ly�NG W / / 3 X�X i = U of X U j VEt L__-- // y1 � _ X , 55 m C C > Q J _ G / TI �X� 0 a' W_ ^� c Z T11 ! p1�� -X / X co / �NIAGWAL— GRAVEL X / TEMPORARY QD PROJEC I ON FENCE j � °C U SILT O ,- ` O w X ' �� // to O U = co 0 m S78° 50 W �/ i o N U- o Lu O 36 � _ � +, 0 W rz 50 55 in x STORMWATER MANAGEMENT CONTROL PLAN _W E- v° — M -X O OU O SCALE: 1 , Cr7 C j "3�' � � co m 1 ISIX t0 cu k DRAINAGE CALCULATIONS I TEST HOLE DATA AO MAIN HOUSE MCDONALD GEOSCIENCE ? 18°THICK REINFORCED CONCRETE TRAFFIC 36x24=1548 SF x 2"X 1=264Cf/42 22=6.25 LF � I BEARING SLAB 11-111_9_4.2 USE 2 8`0 x 4' DEEP E E ry 2°ASPHALT ROAD SURFACE 24°DIAMETER I OMPACTED RCA BLEND. DRAWN LJ I E E CAST IRON 11/28/2017 c I TYPICAL INLET GRATE& I N FRAME MIXED SAND,I AND LOAM © CENTER N 2.0' 36x32=1152 SF x 2 x 1=264 CF/4222 = 4.55 LF j PRECAST CONCRETE CHIMNEY �2 4' DEEP - III 4 0' APRIL CLAYEY SAND SC USE � 9'0 x I APRIL 8, III o®®m®o 13O.mID 18-,TRAFFIC BEARING I ,^'� - , ARAwAf.FCIDF `lam I SQUASH q'0 Ial , ,O i 3.l ' N -2 V) Vy At') J-1 od borl, PAUL RICE HERMER CAMPO RESIDENCE DRAWING NO: ARCHITECTURE 3675 Nassau Point Road,Cutchogue,NY 45 M=Sheet Studio 1210 Proposed Site Plan &ooklyn,NY 11201 Date:24JUL17 SK-01 718 254 9477 fzx 718 254 9772 Scale:1"=40' 2. -�� ti u'�..zr r_ ✓ ''1"4. :J' r A' * �'�`7 '�� C: is 2 :I �.L!'�ti✓.��i_��Li - t ---- ----- -----•----�'-- �- - STATEMENT OF [[+[l THE WATER SUP�'� �1 AND SEM SYSTEMS FOR THtS RES CONFORM TO THE STAND, -5!DI _ AC SUFFOLK CO. DEPT. O H > Eti� at' ;4 < 'APMWCANT _ SUFFOLK COUNTY DEPT. _ 1*_1 a_.T,r ROLE ?u:. '*—UT-[L:TV•Pr�F_ �, SERVICES -- FOR AP[ t y- CONSTRUCTION ONLY DATE: H. S. REF. NO. J i Z APPROVE®: SUFFOLK CO. TAX MAF DE ®[ST. SECT. BLO OWNERS ADDRESS: � ., f -::�'..t`.'•� SFr �� i � }�� 7? i:•:_`:• `�I::�.:E. �?�f'�� ' DEED: L_ P. !' l,` ter`= TEST ['[OLE r t: icy - - '♦ � � �•f � _ 4 • tais Sur . g�ction 721-10 ^�/- =racr i.^n LAW SA" mmd Sum* ? L0A. ` % ^v-< _ �'•t_ _ _ — to be a valid tr 2!y,, rua,Qntfts 3N �t=_ ��• ',Y "f- -� a .•- .1-?�•'`:r.d' .\r ordyta thO Pw it -c.`._••.,ori• --:` r - r -_ -�--_ --''__ ,pre pared.al rte ceApany, rte; arf'in_ tr t iar Mita ��'/L l �;•i Li` �``, - __ _ i - S Ao Ti O a!o tssa sssign •{� • �-. . t - .._ ... . �� _\ Fri .. �-�._ c - �� :• ', - .l 1 Tom:.UJltC13 � `-� .1 -,- 7 � _ � i t � t ! �� f �-:i ++....a;�_••�i � > ,Y i g•-•" �— '' . �� !i � - � owKG: I - j N SURVEY OF PROPERTY NASSA U POINT TO WN OF SO UTI OLD ° JAN 3 1 2020 SUFFOLK COUNTY, N. Y. 1000-111-09-4.2 SCALE.- 1' 30' MAY 13, 2015 a AUGUST 14, 2018 (PART. TOPO) _ SEPTEMBER 6, 2018 (TOB) 'S ROAD NOVEMBER 12, 2018 (REVISIONS) �A�FEN E� WALL m r EN FEBRUARY 6, 2019 (LOT COVERAGE) ,RE7AINING IN B�uFF HAD CNAIFEN�E k FE ENDS BURRIED �♦ D MEN JANUARY 13, 2020 0. N% FMAHER x X X o MICHAEL EANER 405.00 N 2.4'N FE.COR I t+i PROPANE K71 K71NING WA D I OLD WOOD p RE7AIQ m I LOT 18 RET. WALL +� r-30 UT. SHOWER Q I DECK �- UNDZ. m I O » V)s DEC pYSTE31b ODREBOK RK WOOo L LOT 19 WE •36'S0 N78 A6.0' o. 0S� •- ro I1 H` 1 RCA (UNE STEP .DE RET WAL 3 = 1 BB CURB / STONE WALL o I/ REQ. WALL � I cfl BB CURB TIE CMF CURB WALL PECK 8.2 �FlRE I 00 08 METAL GRATE 10:2- CONC. REQ STONE STEP 29'7 PIT 6 ON CONC. 25.0' 107• 1� A 00 I 1 STY. R/0 DEECC�K 2 sv. FR• o I `�P cXfX X'X " GARAGE& HOT TUB ® O I \J� XIX X X 1 671 UNATS �� ON DECK WATER �� WALL r S PVC x 'C METER I P' CONC RET• % PER V►OU G GRID COVERED GRAVEL I �G STOOPS n 1 �1NpELTENN COURT ! ENTRANCE , x o - p0 1 _ �XXX VEL STONEMErAL 415 w GRATE a Z i eGJ�O AT GRADE TRAMPOLINE-0 1� O�Np TE N S COURT GRP AC5.6' cp N WALK CMF CONC. 0 C m ► o z U G STONE Go C. REi WALL GENERATOR PROPANE-0STEPS WALL ELECTRIC / 3 I F TANK CONC RET PANEL 4 M UPLAND LOT COVERAGE I nI , aW UPLAND AREA 31,078 sq- . 1* 1 578.36 50 HOUSE 3163 sq-ft. Z I DECK 1501 sq.ft CMF N101F LOT 20 c� SAN�ApO KEY 4664/31078 = 15.Ox .. � I JAIME Cy N� 0 ELEVA77ONS REFERENCED TO NAVD 88 ® = WELL /• LOT NUMBERS REFER TO "MAP OF NASSAU POINT CLUB PROPER77ES AMENDED A = STAKE � r�r f ,1C. NO. 49618 MAP 'A" FILED IN THE SUFFOLK COUNTY CLERK'S OFFICE AS FILE MAP NO. 156. = TEST HOLE A^ PECONI � `OR (.%^ FrANY AL7FRA77ON OR ADD1770M TO THIS SURVEY IS A WOLA77ON OF SEC77ON 7209OF 774E AREA - 40.910 80. Fr. (631) 765- F.AA� (631) 765-1797 NEW YORK STATE EDUCA77ON LAW. EXCEPT AS PER SEC77ON 7209—SUBDIVISION 2. ALL • = PIPE TO TIE LINE P.O. BOX 909 CER77F7CAT70NS HEREON ARE VAUD FOR 7HIS MAP AND COPIES THEREOF ONLY IF SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR WHOSE SIGNATURE ■ = MONUMENT 1230 TRAVELER STREET APPEARS HEREON. SOUTHOLD, N. Y. 11971 15-135 kc 4- "4 -z7A PAUL RICE HERMER CAMPO RESIDENCE DRAWING NO- ARCHITECTURE 3675 Nassau Point Road,Cutchogue,NY 45 M=Street Studio 1210 Plan-Perimeter Grade Level Brooklyn"NY 11201 Date: 25JUL17 SK-02 718 254 9477 Eu 718 254 9772 Scale:No Scale 50'MIN. 04/08/2018 JOSEPH FISCHETTI, PE. z BUT SUFFICIENT TO KEEP CHAPTER 23� COMPLIANCE DATE: N.Y.S. LIC. NO. 052510 DETAILS TAKEN FROM A SURVEY BY Q SEDIMENT ON SITE STORM WATER MANAGMENT CONTROL PLAN APPLICANT: HERMER/CAMPO FISCHETTI ENGINEERING PECONIC SURVEYORS DATED MAY 13,2013 HAY BAIL AND/OR & STORMWATER DETAILS 1000-111-9-4.2 1725 HOBART ROAD SILT FENCING S.C.T.M. #: SOUTHOLD, N.Y. 11971 3675 NASSAU POINT ROAD PROFESIONAL ENGINEER W ao PROPERTY TELEPHONE: (631) 765-2954 a W ADDRESS: CUTCHOGUE, NY. 1193 FACSIMILE: (631) 614-3516 W 0) EMAIL JOSEPHOFISCHETTI.COM .:. WO rn o LTJ Q - riaO o d O 0 0 N W iy a 4�..... . . Lo Wo : :... :,�. CD Q Q � � CONSTRUCTION ENTRANCE - FOUNDATIONw ' OF COMPACTED 3/4" STONE BLEND I V < v •O OR N.Y. STATE D.O.T. APPROVED R.C.A. Q \ z FILL TO18" (Min.) ABOVE EXISTING HAY BAIL AND/OR GRADE FOR DRAINAGE. LL_ 0 r SILT FENCING V) 0 PLAN VIEW W ry 0 0 O � O LJ z � o Q = u EXISTING GRADE C] ROAD ¢ W /I ' J HAY BAIL ANDIOR ;�5 CONSTRUCTION�ENTRA�OUNC - FNDATION OF COMPACTED CHAIN�O m SILT FENCING 3/4" STONE BLEND OR N.Y. STATE D.O.T. APPROVED R.C.A. ocr k WALL FILL TO18" (Min.) ABOVE EXISTING GRADE FOR DRAINAGE. / .RETAINING IN BLUFF CROSS SECTION CHAIN �X / 1 405.00' res BURRI� I O TEMPORARY CONSTRUCTION ENTRANCE LIMITING 1L x x x x 1 � �a li..3�,�� ,• cr uM SCALE: NTS TEMFORA� RE7�ITION �� 0 y5 RET AIMIN'w Al l / 7 X /' wNN 000 Z « ur RKIN� FA / 1x rMiI oo w 1 � 1- 11 PORARynROJCz Mr FENCE R'50,36N I 1 W -TI ■ FR. HSE. �� x 1 I f--t Y. �I d" 1 /� /// TEST /' // �,1 i' , '` ; 1 ■+ POSED 1 /�' D 1 FLAGPOLE XDDITiON � O X OO _ W C) / IL I I PROD AIN / / /// STOCKPILE / ® / //' X 1 1 UJ �5D LO COv ASH E // /'' X X 41 5'O�' S0 W = W O (� nE / X = MPOA, k A/N/NG 1'�4Lt /' �/ XIX—X— 155 J J I O 13S z 2 OOIV$, - ' 1 � / _X'- X m � z C0 O E T I� A/NING SygLPROJECT _ I GIyAVEI ��a_7 TEMPORARYT ETENn� FENS LLJ �G z �j O v 1 I /' i /' LL. m O Z I I SLu 78 50 55 I � STORMWA TER MANAGEMENT CONTROL PLAN (j)45 SCALE: 1"=30' O 0 78'-0"MAX.C.to Q U K RADE " _ DRAINAGE CALCULATIONS ��,� � f �� " " � � � •" , � TEST HOLE DATA o� McDONALD GEOSCIENCE AO MAIN HOUSE 8"THICK REINFORCED � CONCRETE TRAFFIC 36x24=15048 SF x 2++x 1=264cf/42.22=6.25 LF 11-111-s-4.2 BEARING SLAB USE (2) 8'0 X 4' DEEP PERSPECTIVE VIEW 2"ASPHALT ROAD SURFACE 24"DIAMETER E >ON 4"COMPACTED RCA BLEND. CAST IRON 11/28/2017 DRAWN B Y: JF/LY SCALE: NTS E x TYPICAL INLET GRATE& FRAME MIXED SAND AND LOAM © CENTER " 2.0' 36x32=1152 SF x 2"x 1=264 CF/42.22 = 4.55 LF 36" MINIMUM 2 X 2 % PRECAST CONCRETE , , FENCE POST CHIMNEY BROWN CLAYEY SAND SC USE (2) 8 x 4 DEEP 4.0' APRIL 8, 2018 WOVEN WIRE FENCE w III OO m==8 (6 X 6 - 10/10 WWF) z .' Z III _ 03m G 18'TRAFFIC BEARING © SQUASH FILTER CLOTH DRAINAGE PIPE. „ N TYPICAL BROWN AND PALE BROWN TO FINE SAND SP 40x36=1444 SF x2 xl =241 CF/42.22=15.16 LF $�oaE �f I USE (2) 8'01 x 8' DEEP „_ , O0® 10'DIAMETERx4'DEEP SCALE: 1 -40 DO - PRECAST CONCRETE EMBED FILTER CLOTH D Ce 1313® — LEACHING RING. MIN. 6" INTO GROUND i z - DO I = O MAIN PARKING a" _ =IIIII 40x56=2.240 SF GREAN AVEL EL FND NOTE: & 17' 80X20=1 600 SF f MAXIMUM DRAINAGE AREA GROUND WA'LN NOTE NO WATER ENCOUNTERED 3840 SF x 2" x 1=640 CF/42.22 = 15.16LF ■ = MONUMENT 1l2 ACRE / 100 LINEAR FEET2'-0" 10'-0"Diameter � CLEAN SAND& 0= UTILITY POLE - Min. Min. GRAVEL FILL. USE (2) 8'0X 8' DEEP SECTION DETAIL ®= PIPE O ENTRANCE @ =FLAGPOLE SILT FENCE DETAILS Typical Section LeachingPool 100x16=1600 SF x 2X1"= 266.7 CF/42.22 = 6.32 LF SCALE: NTSScale: NTS USE (1) 8'0 X 8' DEEP 'r i CIA U Z o � N r-, 00 0° a N � U 00 oo U 'm U V� 7 t i > a i — --- - - I I/Q4b - - - W � ; to , i NO. DATE REVISION � i i i - : 01�4vG - t QA�k s II NO. DATE ISSUED TO r . u AR CFr'Tom. �GPFtROLtR�c Q i i ®Ftp. i DATE DRAWN BY j SCALE REVIEWED BY PROJECT NO.&TITLE � o Bldg Dept copy from ZBA i Final reviewed d meats ZBA Dat Fil # -711� l DRAWING TITLE SITE PLAN ---VT� HOL�1710 IJ -PL-A KJ _. __. DEMOLITION PLAN y DRAWING NO. rLA-d A 01 Paul Rice Architecture J " i o U C 04 x o �,; l pp U NA C ►--i 00 �D a , U V") CN A ct LOA -- � w6V111LO M i i i NO. DATE REVISION i 4 • i E 2A'��r' NO. DATE ISSUED TO WINDOW SCHEDULE CODE MANUFAC TYPE STYLE SIZE W x H SIZE-R.O. REMARKS LOCATION I A Panoramic Outswing Folding 8'-6" x T-0 Exterior Fold Out Dk Bronze Master Bath B Andersen Fixed Picture 6'-111/2" x 5'-5 1/2" 7'-0" x 5'-6" Dk Bronzel Master Bath C Andersen Fixed Picture 4'-7 1/2" x 1'-5 1/2" 4'-8" x 1'-6" Dk Bronze Shower W Wall i DATE DRAWN BY D Andersen Casement RH Hinge 2'-71/2" x2'-1115/16" 2'-8"x 3'-0 1/2" Dk Bronze Vanity Wall , E jAndersen lCasernent RH Hinge 2'-7 1/2" x 2'-11 15/16" 2'-8" x 3'-0 1/2" Dk Bronze Toilet Room SCALE REVIEWED BY NOTE:ALL WINDOWS TO MATCH EXISTING WINDOWS IN EXTERIOR AND INTERIOR FINISH. MATCH �, PROJECT NO.&TITLE HARDWARE AND INSTALLATION HEIGHTS OF EXISTING WINDOWS. i DRAWING TITLE CONSTRUCTION PLAN 8ldgDeptcopyfmmZBA WINDOW SCHEDULE Final reviewed dc�tuments i ZBA File 9x Date• / DRAWING NO. A ; 02 Paul Rice Architecture r i i �I Iii �i II! -- p �D r_C-+ � W Z o 00 t 000 U - 'PAw�lz''' c N a _ 00 I ' i I � M -- - — O O � U I I J i { R 1 - Poor P11-21-4 NO. DATE REVISION • � f i 1 � il � i i 1 f , ._ NO. DATE ISSUED TO t7k Rp U K1 �o Por 1 I I , i DATE DRAWN BY , f SCALE REVIEWED BY { PROJECT NO.&TITLE i I DRAWING TITLE WEST ELEVATION NORTH ELEVATION - 131 g Dept copy from ZBA i Final review j p iments ZBA File # I DRAWING NO. Date; i � -fes c�/� ------------- - -- 00* , Paul Rice Architecture i i i i' I ';I 00 o° ULfrJpr ' 00 a) CIN vn Yk a I U � G � M o � U - � H 1 -- - Cwt 6AIT I lam NO. DATE REVISION h NO. DATE ISSUED TO i i i DATE DRAWN BY SCALE REVIEWED BY i PROJECT NO.&TITLE I J ii DRAWING TITLE EAST ELEVATION SECTION Bldg Dept copy from ZBA DRAWING NO. Final reviewed�lpnents ZBA Fit # 1 J Date: A _ .O4 i Paul Rice Architecture " .T\ GYPSUI"I WALL " GYPSUI"I WALL BOARD TO BE PAINTED BOARD TO BE PAINTED INSTALLED BY GENERAL INSTALLED BY GENERAL CONTRACTOR CONTRACTOR 00 00kf) � 00 ° ° 2" POPLAR OUTLINE 2" POPLAR OUTLINE � N ° FO BE PAINTED TO BE PAINTED ° 1 O d INSULATE BETWEEN INSULATE BETWEEN ° STUDS WITH ROCKVJOOL STUDS WIT'-I ROCKWOOL z COI"I FORTBATT INSULATION COI"I FORTBATT INSULATION ° INSULATE INSTALLED BY GENERAL INSTALLED BY GENERAL BETWEEN STUDS CONTRACTOR CONTRACTOR w WITI-I ROCKWOOL O d° • W ~ ° ® METAL LOW PROFILE \_(o" SCREW° WALL STUD 1 �� I �� 12 CRC STIFFENER I2 CRC STIFFENER � d ° INSTALLED BY INSTALLED BY GENERAL CONTRACTOR GENERAL CONTRACTOR / 0 r- a FIBERESIN g" ALUI"IINUI"I ° PANELS SPLINE ° SI DEWALLS- lg" N ° Q 0 FIR PLYWOODFIR ° INSTALLED BY D INSTALFIR LED BY D INSTALLED BY GENERAL CONTRACTOR GENERAL CONTRACTOR GENERAL CONTRACTOR ° d SIMPSON STRONG-TIE d I"IETAL STUD (TYP. ) ° I"ISCB BYPASS FRAMING SIDE CLIP Q'-0" O.C. VERTICALLY ° 1M" EDGE E PANEL GRAIN IN+ ) 2a" EDGE GRAIN 1 I"IAPLE PANEL + \ l d g" GLUE JOINT \� g" GLUE JOINT d CONSTRUCTION w AD"ESIVE NOTE: NOTE: LNALL SHALL BE STRAIGHT WALL SHALL BE STRAIGHT POUR CONCRETE t TRUE NOT TO EXCEED g" $ TRUE NOT TO EXCEED $" FOUNDATION WALL < OVER 10'-0" i n OVER 10' -O" rTl ly8 6 2y411 O y8" 5i8�� y8.. 58,1 rte, Q I DETAIL OF STRONG TIE NALL BRACE 2 DETAIL PLAN OF COURT SIDE MALL DETAIL OF COURT OUTLINE SI DENALL DETAIL OF COURT OUTLINEV HEADNALL ~ QQ AV SCALE: I" = 1'-D" A8 SCALE: 3"= 1'-O" SCALE: CALE: 3" = 1 '-0" A S 1--� 24" EDGE GRAIN I"IAPLE PANEL g" A"ESIVE- 1n" CRC STIFFENER I O INSTALLED BY GENERAL \ \ ww CONTRACTOR O Fri G" "E-FAL `.STUD 18 GA. U 0 12" O.G. INSTALLED BY w ANDERSON WALL FINISH GENERAL CONTRACTOR � � U " FIR PLYWOOD INSTALLED Q, \ BY GENERAL CONTRACTOR " EXPANSION SPACE INSULATE BETWEEN STUDS W ITI I ROGKWOOL X 2a" TONGUE #. GROOVE COI"I FORTBATT I"1APLE FLOORING 4"XG" SECOND COURSE BATTONS LAID 0 qO*, SPACED 2" t NAILED TO FIRST LAYER f° 4"XG" PRII"IARY BATTONS RUNNING LENGTHWISE I� LL I"1ETAL w N TELLTALE ON r SPACED IG" O.G. WOOD BLOCKING 4" PADS IN A DIAI"IOND PATTERN ADD LEVELING BLOCKS AS NEEDED r I 1 11/27/16 ISSUED TO G.G. \ � TONGUE 4. GROOVE No. Date Title I"IAPLE FLOORING-SANDED ONLY OVER (2) LAYERS IXC CIO REVISIONS: DEGREES TO EACH OTHER OVER J" G U SH I ON E D PAD Drawn By: OVER G "IL POLI'' R I"I I"I LH Date: LINE OF CONCRETE SLAB } \ 11/2G/16 __77 1111 /I Drawing No.: (-E> DETAIL OF INTERFLEX SQUASH FLOOR SYSTEM i DETAIL OF COURT BASE HEADNALL A 8 A8 SCALE: G"= 1 '-O" A 3 SCALE: 3"= I'-0" w Q OF SHEETS 2018/12/03 16:21:34 12" TEMPERED GLASS F I N ,1 oo NYLON n ANGLE I--I a\ � o > o � � o Z a 0 1 ° O r ~ z w f� kn 0, r- N N M M � V1 I"IINUS FINISH FLOOR'G m ® ® a TI—IICKNESS FOR 4" I"IINII"IUI"1 POURED CONCRETE FIBERGLASS REINFORCED °. •° a INTERFLEX FLOOR SLAB BY GENERAL CONTRACTOR FREE OF REBAR • d �" ° a CONCRETE SLAB I ELEVATION OF GLASS BACK WALL 3 DETAIL OF GLASS WALL _ 211-011 FINISH OPENING w COL)F12,-r ANDERSON Z V1 ANDERSON COURT SURF=ACE COURT SURFACE ►--� Y8" y8" '—' W-45/511 4'—75/8" B'-O" DOOR SIZE 41-75/541 4'—45/8" O lu ^ 1 TEI"IPERED GLASS f--I FRAM'G 4, SLOCK'G B-1- GENERAL YGENERAL CONTRACTOR 1 GYPSUM WALL BOARD PAINTED 3'_61/4n 4'-41X6" 4•'-4/I6" � ('T1 O 4•'-4�6" 4'-41X6" '- w 8'-117/g" V-0y4" DOOR OPEN'G ell 117/&, W � H�.LL U 2 PLAN OF: GLASS BACK WALL SCALE: 1 = 1 -O I"IETAL STUD FRAI"IING CONTRACTOR DY GENERAL " FIR PLYWOOD INSTALLED BY GENERAL CONTRACTOR I ' " FIBERESIN PANEL I " TEMPERED GLASS WALL • F SILICONE ADHESIVE r. a" SPACE " TEI"IPERED " I"IAPLE OVER GLASS FINN 1 r- 32 (2) LAYERS IXC, FOAL"i TAPE BATTENS OVER 4" SILICONE JOINT NATURAL RUBBER ALUI"IINUr 1 GLASS "SF PADS CHANNEL " TEI"IPERED GLASS PANEL O BASE ANGLE fEn SNIr'iS 2" X 1 '22 ALUI"IINUI"I ANGLE W/ FOAL"1 a as a Q TAPE as a I 11/27/18 ISSUED TO G.G. a ANCI-IOR BOLT r,�� No. Date Title 4 SOLID BLOCKING TO A 1"II1NI1"IUI"I >< Qa a a GENE'RAIL CONTRAC FORLED BY REVISIONS: CONCRETE SLAB Drawn By: NOTE: 4" I"I I N I r-1 U r-i REQUIRED FREE " GYPSUI"1 WALL Rr-1 OF REINFORCING PAINTED OAPDTO BE Date: I I/2(o/18 Drawing No.: S DETAIL OF GLASS WALL CO) FLOOR q DETAIL OF COURT GLASS WALL :� A9 Aq SCALE: 3"= 1'-0" Aq SCALE: 3"= 1'-0" w Q OF SHEETS 2018/12/03 16:21-.35 B I 7k,A7 00 1.4 oo :n / IOn — 00 I _ I T.O.F. EL. 57.G' O lil F - - - - - - - - - L - - - - - - - - - - , Z H o Z U ° � 00a m I 23'—4" I I'—O"� — ►� � � V1 IL I o DN � � Mv W > v� • I Z 1 � J Q a*4 REBAR—IS" LONG @12" O.G. DRILL. INTO EX. FND. .4 EPDXY SET MIN. OF G" INTO FND. WALL (TYP., NOTE: VERIFY RESAR DRILLED m I I co f INTO EXISTING IS ADDITION SLAB EL. 45.5' I I I I 1 �4 �:) I"Iu ESEDDED INTO SOLID GONGF:ETE I I II O Bit EX 1 ST I NG GARAGE I I I I Q VERIFY ALL GONDITION5 ` Iz A Q I 7 Z J O W 5271w� �-T.O.F. EL. 47.0' I ° - `��' H �D ILLko W EX. 0.44. DOOR - - - - - - - - - - - - - W LL O L I 12"(P P.G. "SONOTUBE" O O Q I - - - - - - - - - - - - - - - - - - - - -- - - - - -0- - - - - - - - - - - - - - - - - - - - - -� —°� — `�/`•'///4%�i/i i`ji� /i J G'—O" 24'-7" q'-5y2^ I ry � 34'-0)211 + 'a.... "+ •#`T r.. I I FOU N DATION PLAN K EY TO SYI"f BOOS SCALE: %4"-1'-0" I TYP. FDN "-F. — DA-FUN 01 -011 ® T.O. FDN. WALL — 12 ,1 ' ABOVE TYP. No. Date Title T.O. FDN . WALL — 1 .5' ABOVE TYP. REVISIONS: I NOTE: VERIFY ALL EXISTING CONDITIONS AND CLEARANCES Drawn By: PRIOR TO CONSTRUCTION. NOTIFY ARCHITECT OF DISCREPANCIES. RI"11"I NOT RESPONSIBLE FOR CI-IANGES I"IADE WITHOUT NOTIFICATION,I Date: I gil�ila I Drawing No.: 44A2 d M OF SHEETS 2018/09/24 00-1.42:20 251-All B H 00 � 00 U � N 00 � E-+ o a c) co W � W o I A m � d - O � U z Hkn a 'n OUTDOOR SHOWER oro N TJI 660 x M s w p m SQUASH COURT L 10 I W y .. w. . . 32 23'-7" 5y2" g�_6y2n N lij LN EXISTING GARAGE VERIFY ALL TO CONDIIONS m 3y�, L 1-1 A _ H POST (TYP) x 2xl R.R. 1` ° HALL m�Q 0 i - CaD 1 O.C. m EX. O.". DOOR (3)-2x12 1--IEADER O O 6 x x rr�Dl N IA OI SLIDING BARN DOORS I ,; ^ I = �1 V 'v m m m m u1 (2) - 2 x 12 N G O N T. G I R D E R (3)-2x12 -1 - - — — — - - - - - - — — - - - - — - - - —� — — — - - - -� — — — - - - - - - - - - - - -�— — - - - — — 4x4 POST (y I 5'-q5/g" (TYP) 18'-10" 6'-O" 12'-5" 5'-10" u, ,r° J 12'-611 12'-Oy2° 41-831411 41-83/411 241-6)/:211 KEY TO SYMBOLS 34'-0" 0 PROPOSED WALL. — -1 TO BE REI"IOVED 0 EXISTING TO REMAIN FINISHED FOUNDATION PLAN I SCALE: %4"-1'-0" I AREA: I,220 SQ.FT. I I I I NOTE: No. Date Title REVISIONS: VERIFY ALL EXISTING CONDITIONS AND CLEARANCES PRIOR TO CONSTRUCTION. NOTIFY ARCI-IITECT OF DISCREPANCIES. Drawn B NOT RESPON5IBLE FOR CWANGES "ADE 1^117 -LOUT NOTIFICATION, y: R I"i i"I Date: g/1'7/1F Drawing T r 00 U � N 1 ~ o a cn w O C1 I � F-� O E. 'f) N N M M � q'-Ou I I ROOF DECK I I �T� I I V Q EXISTING BONUS RM. Q NEW DECK H f•—I Q I N I iv I � I LINE OF EXISTING DECK I I rTl NEW DECK I � W LINE OF t-IOUSE BELOW I - I I If, 4 1� PARTIAL FIRST FLOOR PLAN PARTIAL SECOND FLOOR PLAN SCALE: %4"—I'-0" SCALE: %4"—I'-0" No. Date Title REVISIONS: Drawn By: RUIN Date: X1/17/18 Drawing No.: ;;4A a A OF SHEETS 2018/09/24 09:42:29 00 :n U N F kn a w d � O " - - lul o � M M V1 Him Hi • • - ` DRIVE EL. 46.7' -�- ADDITION SLAB EL. 45.5' - GRADE EL. 44.5' {� O NORTH ELEVA-MON - - - - - - - - - - - - - - - - - - - - - - - - - - - m SCALE: %4"=1'-O" I--I EXISTING NEW ADDITION ^�^ H 0 W �D GRADE EL. 52.0' \ I No. Date Title \ REVISIONS: Drawn By: - DRIVE EL. AG.7' I F;ZM I Date: GRADE EL. 44.5' Drawing No.: - - - - - - - - - - - - - - - - - - - - - - - - - - L - - - S - SCALE: %4"=1'—O" STEP UP FTG. Iv�2N d A OF SHEETS 2018/09/24 09:42-.34 00 00 tf) ~ rn 00 00 T 1 N W w w � z a _ O ,� Q W � Q w o U Hif) 00 N O '1 N M M � T� � V 1 W V W ATO�T � C/) 0 H Q GRADE EL. 55.0' II GRADE EL. 52.0' SOUTH ELEV,AT I ON � SCALE: - - - - - - - - - - - �D �` � `•5'�' a �fr fir. ,/ No. Date Title REVISIONS: Drawn By: R i"f I"f Date: gil�ila Drawing No.: A 6 d Q OF SHEETS 2018/09/24 09:42:38 i ROOF DECK CONSTRUCTION • 5/4 MAWOGANY DECKING 2" DRYPACK W/ NON—SHRINK GROUT • 2 x 10 A.G.O. SLEEPERS RIPPED TO LEVEL DECK • E.P.D.1"1 RUBBER MEMBRANE • 3/q" C.D.X. PLYWOOD SWEATWING BOTTOM OF EXISTING FOOTING Q� • 2 x 10's RIPPED FROM ct yq" DOWN TO I" W) • 3/q" G.D.X. PLYWOOD SWEATI-ZING • 14" T.J.I. SERIES 560 FLOOR JOISTS P 16" O.G. 00 EXIST 1 NG BONUS RM. a D A B C D A 8 C � W3w EXISTING F.F. m DECK F.F. EL. 67.4' O 4'-O" TJI 560 x 14" R.R. P 16" O.G. ADDITION T.O.P. I"fAX. O �- E L. G5.1' _ (2)-16D NAILS 016" O.G. INTO EXIST. BLDG. BOTTOM OF UNDERPINNIN00 EXISTING BEDROOM ° _J W > w o X - W _ EXCAVATE t PLACE PANELS 'A' FIRST, 'B' SECOND, 'C' THIRD O AND 'D' LAST. MINIMUM CLEAR DISTANCE BETWEEN p� EXISTING F.F. DECK F.F. — SIMULTANEOUS CUTS SHALL BE I2'-0". 00 EL. 58.6' + EL. 58.4' � x 00 EXISTING T.O.F. -` EL. 57.6' 2x10 R.R. P16" O.G. ADDITION T.O.P. NAIL 2x4 STUD _ ? - - EL. 56.7' ELEVATION OF UNDERPINNED NALL (7-1-P) TO BOX BEAM = I` 6 r SCALE. N.T.5. = SQUASH COURT a I< TYPICAL EXT. WALL CONST. ISL CEDAR VERTICAL SIDING EXISTING GARAGE dl J 30:tt BLDG. FELT UNDERLAYMENT d W -� {- III %" EXT. PLYWD. SWEATwING > �_ _ 2"x6" STUDS P 16" O.G. W HALL I R-21 KRAFT FACED FIBERGLASS J BATT INSULATION rTl 5/8" G.W.B. T.O.P. W EXISTING 4"P.C. SLAB W/ 6X6, 10/10 W.W.M. i E L. 65.0' !�„r -�-- GARAGE SLAB EL. 47.3' OVER VAPOR BARRIER Y O I I rT1 �- ADDITION SLAB EL. 45.5' ADDITION T.O.F. O - - EL 45 S UNDERPIN EXISTING FOUNDATION WALL _ GRADE EL. 44.5' SEE DETAIL THIS PG. ll -- 1=1 I z A In E--I ROOF DECK CONSTRUCTION TYPICAL FDN. CONST. n 8"x4' P.C. FON. WALL W/ ISI • `�/q I"AI-IOGANY DEC<ING (2)-:m5 RE-BARS ?'OP • 2 x 10 A.G.Q. SLEEPERS RIPPED TO LEVEL DECK /� SCT ' ON 2"x6" TREATED SILL 1E AS NOTED • E.P.D.M RUBBER MEMBRANE !� SILL SEALER 3/q" G.D.X. PLYWOOD S1-IEATI--ZING TERMITE SI-HELD 2 x 10's RIPPED FROM G yq" DOWN TO I" Iq" g/e"� x 12" ANGI--IOR BOLTS W/ 2"X2" BTL. -011 Q • SCALE: / D • 3/q" G.D.X. PLYWOOD 51 IEAT�IING WA'TERP @ 33" O.G. I 3'-C' WATERPROOFING • 14" T.J.I. SERIES 560 FLOOR JOISTS P 16' O.G. 8"x16" P.G. FOOTING W/ (3)V5 RE-BARS T.O.F. (2)-x*S REBAR CONT. rt1 EL. 157.6' O DECK F.F. - *' EL. 67.4' 1x5 REBAR V16" EACW WAY r l GRADE T.O.P. W } _ E L. 55.0' E""I `r EL. 65.1' TOP OF TYPICAL EXT. WALL CONST. BRACE CEDAR VERTICAL SIDING 30tt E', 0G. FELT UNDERLAYMENT /D" EXT. PLYWD. SI-IEATI-IING 2"x6" STUDS P 16" O.G. R-21 KRAFT FACED FIBERGLASS =5 REBAR BATT INSULATION DECK F.F. T.O.F. -F`IH'- rte. (2)-2x12 CONT. GIRDER 57.6' M v, ,�. � tr, (2)-#S REBAR P2 2x8 A.C.O. D.J. P16" O.C. , 4" O.G. r = SQUASH COURT ! GRADE - EL. 55.0' { : . —I I — TYPICAL FDN. CONST. 12"x12.5' P.G. FDN. WALL W/ (2)-tt5 RE-BARS TOP y =1 I 1 -7111:7 �S REBAR @18" EAGI--I WAY III 2"x6" TREATED SILL fe AS NOTED (2)--S REBAR II— SILL SEALER TERMITE SI--HELD 12" ANCHOR BOLTS W/ 2"X2" STL. 4"P.C. SLAB W/ 6X6, 10/10 W.W.M. WASPER P 33" O.G. OVER VAPOR BARRIER WATEI PROOFING T.O.F. 12"x24" P.C. FOOTING W/ =*5 REBAR PIS" _ W/12" NOOK EL. 47.0' �� - - > (3)45 RE-BARS PROVIDE 36" SPLICE ADDITION A5.5' GRADE + EL 4S 5 ADD ON SLAB ELTOP OF SLAB o _I I ;.''•, I—III—III � . . .. z III=III= " TYPICAL FDN. CONST. L (3)-tt5 REBAR I-0 Date Title m )L_ - `' F=,II I. , I 8"x4' P.C. FDN. WALL W/ (2)-tt5 RE-BARS TOP (3)—tt5 REBAR CONT. REVISIONS: 2"x6" TREATED SILL E AS NOTED SILL SEALER „ „ 12 m P.G. SONOTUBE„ TERMITE SI-IIELp 5/,"(Px 12” ANCI4OR BOLTS W/ 2"X2" STL. raven y; R I"I 1"1 WAST-IER P 33" U.C. WATERPROOFING Date: 8"x16" P.G. FOOTING W/ ( ON (3)U5 RE-SARs 8 /17/18 D��A I L Drawing No.: SCALE: %q"= 1 '—O" A7 SCALE: 44A7 w d� OF SHEETS 2018/09/24 09.42:48 B 1 7 7 10" �/ If00 1.4 o I l a l l c t v ~ N I I I I I T.O.F. EL. 57.6 r - - - - - -"' - - - I _J L I - - - - - - - - - - yrjr °• z ° I O •. I I I W `° I I Q I I'-O" U " z WF -' Iz SQUASH COURT M NOTE: Q STEEL TROWELED CONCRETE SLAB 5WALL BE 5TRAIGI-IT a# TRUE NOT TO EXCEED ± g" OVER 10'-0" RADIUS � — u4 REBAR-la" LONG P12" 0.C. — - - - - -1 DRILL INTO EX. FN:D. & EPDXY SET MIN. OF 6" INTO FND. WALL I I W I I • I W NOTE: to m II VERIFY REBAR DRILLED 101 IN-rO EXISTING IS - ADDITION SLAB EL. 45.5' I N EMIBEDDED INTO SOLID ` CONCRETE 32'—8° I I I 18" r=X 1ST 1 NG GARAGE VERIFY ALL • CONDITIONS M----I Z4' MIN. P.G. SLAB FIBERGLASS REINFORCED OVER NOFP BARRIER X5 UNDER51LAB I ° INSULATION 8 VAPOR BARRIER. (IY 7 I CONTINUE ALONG TOP OF FOOTING. I I I N In . I W <C o O �D T.O.F. EL. 47.0' I a E O EX. 0.4-1. DOOR - — — — — — — — — — — — — — — — — — — — — — — WLL I U - - — — —_ - - - - - - - - - - - - - - — LOD 12"0 P.C. "SONOT'IIS-E` O O Q I I I '4 v �— • — — — — — — — — — — — — -- - - — — —Q— — — — — — VF—�5F. _� ,;,4:.,•,a •, .;. 7/ — co I -10" 24' lo 34'-0y2u FOUNDATION PLAN <E TY TO SYI" BOLS I I O TYP. FDN W—F. — DATUI"1 01 -011 I ® T.O. FDN . WALL — 12. 1 ' ABOVE TYP. T.O. FDN . WALL — 1 ,5' A80VE TYP, 3 11/27/15 ISSUED To G.C. I NOTE= 2 10/30/19 REVISED I 10/11/15 REVISED I VERIFY ALL EXISTING CONDITIONS AND CLEARANCES No. Date Title PRIOR TO CONSTRUCTION. NOTIFY ARCI-IITECT OF DISCREPANCIES. REVISIONS: NOT RESPONSIBLE FOR CHANGES 1"IADE WITHOUT NOTIFICATION. I I Drawn By: Rr " Date: DDDrawing No.: DEC — 4 T-0m, _�k _ 6� A I TOWN OF SOU'Ui—LD w3 L - L4 w Q OF SHEETS 2018/12/03 16:21:28 SQUASH COURT SPEC I F I GAT I ONS 4 TOLERANCES GENERAL CONDITIONS • STRUCTURE SHOULD BE WEATHER TIGHT AND TI-IOROUGHLY DRY. • ALL PERMANENT HVAC SYSTEM SHALL BE OPERATIONAL AND USED TO MAINTAIN SS-BO' F. AND 40-GO% RELATIVE HUMIDITY, STARTING A MINIMUM OF 2 WEEKS PRIOR TO MATERIAL RECEIPT AND MAINTAINED THROUGH STORAGE INSTALLATION AND THEREAFTER. 251-411 qf-oll • INSTALLING CONTRACTOR SHALL INSPECT FACILITY PRIOR TO BEGINNING AND REPORT ANY DISCREPANCIES IN WRITING. • GENERAL CONDITIONS, SPECIFICATIONS AND TOLERANCES MUST BE MET SO THAT COURTS MEET OR EXCEED WSF REQUIREMENTS. FLOORS • SUB-FLOOR PROVIDED SHALL BE A STEEL TROWELED CONCRETE SLAB, TO A TOLERANCE OF ±g" IN A 10'-0" RADIUS. B • VAPOR BARRIER SHALL BE INSTALLED UNDER ALL HARDWOOD FLOORING SYSTEM UNLESS OTHERWISE SPECIFIED. • SLAB MUST BE IN PLACE A MINIMUM OF GO DAYS PRIOR TO FLOORING INSTALLATION, • FLOOR SHALL BE TURNED OVER TO INSTALLING CONTRACTOR IN A BROOM CLEAN CONDITION FOR INSPECTION AND 00 W) W) ACCEPTANCE. F--1 • ALTERNATIVE SUB-FLOORS SHALL BE ACCEPTABLE AS LONG AS ACCOMMODATIONS AND ALLOWANCES ARE MADE IN THE DESIGN STAGES. 00 • ALL WORK REQUIRED TO PUT THE CONCRETE SLAB OR SUS-FLOOR IN AN ACCEPTABLE CONDITION SHALL BE THE U N RESPONSIBILITY OF THE GENERAL CONTRACTOR. WALLSI--1 • FRAMING OR SUBSTRATE FOR WALL FINISHES SHALL BE TO A TOLERANCE OF ±g" IN 10'-O" OF PLUMS STRAIGHT, W W w • FRAMING FOR PANEL # WM WOOD SYSTEMS SHALL BE OF SUFFICIENT DIMENSION, GAUGE # CENTERS TO ATTAIN THE BEST PLAYABILITY CHARACTERISTICS. FURRING CHANNELS, LATERAL STIFFENERS AND/OR A POINT ATTACHMENTS 7-IEADWALL z MAY BE USED TO ACHIEVE SUITABLE FRAMING CHARACTERISTICS. 2 �" EDGE GRAIN z • BLOCK FOR PLASTER SYSTEMS SHALL BE OF SUFFICIENT DENSITY 8 STRENGTH TO ACCEPT THE FINISH SYSTEM. I"IAPLE �" SHIMS a BLOCK SHALL BE LAID TO MINIMIZE JOINT SIZE, WITH ALL JOINTS TO BE FLUSH STRUCK, HORIZONTAL 4 VERTICAL GLUE 9" PYLwOOD O REINFORCING SHALL BE INSTALLED AS REQUIRED. EXPANSION JOINTS WITHIN THE PLAY WALL WILL NOT BE B" "I WALL p� ACCEPTABLE. ALL BLOCK WORK MUST BE CURED IN PLACE A MINIMUM OF TWENTY EIGHT (2B) DAYS. 6" BOAARDRD ABOVE 6�� " '- 21'-33�4L ALL WORK REQUIRED TO PUT THE FRAMING OR ALL SUBSTRATE IN AN ACCEPTABLE CONDITION SHALL BE THE COURT. O - 778 �� STUD WSTUD RESPONSIBILITY OF THE GENERAL CONTRACTOR, W STUD TO STUD GLASS ffl M C • FLOORS SHALL BE WITHIN A TOLERANCE OF IN 10'-0" ALONG GLASS LINE; WALLS SHALL BE WITHIN A TOLERANCE OF ±g" IN 10'-0" OF PLUMB AT GLASS WALL JUNCTION. 0 A • MINIMUM OF 4" CONCRETE DEPTH FREE OF REINFORCING RODS 4 BURIED UTILITIES, OR INSET STEEL PLATES AS REQUIRED FOR GLASS BACK ANCHORING. SIDE WALL JUNCTIONS TO BE SOLID FILLED BLOCK FOR CHANNEL INSET ORCLEAR h 0 STUDS WITH BACKER BLOCKING AS REQUIRED. r� 11 94 • CONCRE-'E SLABS OR STEEL PLATES MUST BE CAPABLE OF HOLDING 3,600*t TENSION #. HAVE A MINIMUM �J `./ COMPRESSION STRENGTH OF 4,000 PSI WITH ANCHOR TORQUES TO 55 FT.-LBS. OUTDOOR SHOWER ^ D � • ALL WORK REQUIRED TO PUT SIDE WALLS OR SUB-FLOOR IN AN ACCEPTABLE CONDITION SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR. TJI 5GO x 14" R.R. N C-D IG" 0.C. m F� oho 0 N i � N M .10 a. M N m � J I II m 00 II m uu '[ L V.p 3y " QQ W• N 2 23'-7" U-U 5y211 5'-6y2" N 5y2n m lS) I' SQUASH-I COURT WOR. u W W ° SIDENAI_ m (V NW . ALL FRAMING AND GLUE SUBSTRATE SHALL (n SBE TRAIGH B NOT TO PLYWOOD," r 1 I UP EXISTING GARAGE EXCEED ± OVER GYPSUM WALL rTl BOARD ABOVE �" COURT.10'_0" — — — — 2. STEEL TROWELED CONCRETE SLAB SEE DET'L - 4 0" — — — 1 VERIFY ALL SHALL BE STRAIGHT 2/A& — — CONDITIONS d TRUE EXCEED NOT TO m sy2 A" OVER 10'-0" RADIUS UN ER- O IICOL LAER RETI F� I 21' 33/4" POST Z 113* =NCy � _ J i GLASS BACKWALL J - (SEE SHEET ASI II FOR DETAILS) J N II (3)-Ig/4" x II'7/g" L. L. HEADER r Z II GLASS BLOCK'G nim II _ BY GENERAL x I "ALLCONTRACTOR. 2x R.R, 1 "' @ IO.C. rTi I SLIDING BARN DOORS I .1 m OII EX. O.N. DOOR (3)-2x12 HEADER p II • � I - � 6 10°x7' FIXED GLASS X x c)co /� U - U1 \ ( co V _� N OI �- SLIDING BARN DOORS = 1 ,; ,\ I = _ uJ W I @l V mti m 3 R (•)-2x12 1-'-1 fn uj - - - - '� (2) 2 x 12 G O N T. G I R D E lL 1 rTl U 11 N - - - - - - - --� — _ _ w — — — — — �CW25 4xQ POST II 5 q (TYP) 1_ a 0_ " LO 61-011 121-5115 10 II II II II 12'-6" 12'-Oy2" m 24'-QV211 9'-6y211 KEY TO SYMBOLS O PROPOSED WALL C — TO BE REMOVED II EXISTING TO REMAIN II FINISHED FOUNDATION PLAN I I SCALE.. 411-1'-OI' AREA 1,220 SQ.FT. II I 5 11/27/18 ISSUED TO G.C. 11 I 4 10/30/18 RE IS i I V ED B REVISED •- - - - - - I - - — — — — — — — — — — —— — — — — — — — — — — — --U P— — — — — NOTE: 2 110/216/18 REVISED 2 — — — — — — — — — — — — — — — — — — — — — — - - I 10/11/IB REVISED — — — — VERIFY ALL EXISTING CONDITIONS AND CLEARANCES No. Date Title — — — — - PRIOR TO CONSTRUCTION. NOTIFY ARCHITECT OF DISCREPANCIES. REVISIONS: NOT RESPONSIBLE FOR CHANGES MADE WITHOUT NOTIFICATION. — — — — � Drawn By: — 1-- — — — — --� Rr-Irr I I I ate: �i/17/18 I i Drawing No.: I- - - - - - - - - - - � w Q OF SHEETS 2018/12/03 16:21:29 V N > � � z a W ql-0u O r - - - FIXED - - - - - - - - - - - - - FIXED GXW25 C)b a A u� a� L OPEN TO BELOW F 3aW °- BEDROOM o x M .- IV W I W - _ EX15TING RIDGE-BEAM LIVING ROOM I UP IDN" NEW DECK 0 I � Q w - - - - - - - - - - BEDROOM BEDROOM I—I - - - Q E� MECH ~ I � Q ASW X GXW25 GXW25 (5) 2x10 I-4E DER 111��-lll o INI ROOM I Q D NG < y INE OF EXISTING DECK NEW DECK LSLIDINGBARN L DOORS r I LINE OF r--IOUSE BELOW -Ilk --�I V A Q I COUNTER W KITCHEN BREAKFAST F I RST FLOOR ALAN . .. SCALE: %4"-1'-O° ?t FIXED DN 4 11/27/18 ISSUED TO G.G. 3 10/30/18 REVISED 2 10/16/18 REVISED 1 10/11/18 REVISED No. Date Title REVISIONS: Drawn By: R 1"11"1 Date: X1/17/18 Drawing No.: 6� A3 w ¢ L, Q OF SHEETS 2018/12/03 16:21:29 251-011 W) ~ � r l oo � O o ^ >1 " � � z m � a W . A — — — — — — — — — — — — — — — — — — — — — — — — — — —— — — — — — — - - - - —, w I o � ROOF DECK H W) IrqN 1-rl N r, M � I I N � OPEN TO BELOW co DN EXISTING BONUS RM. LO L (� O LO to w I O I � I Q Owe I Q u I Q - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -o - - Z L, AST. " g Lo MASTER BEDR00M BAT44 1 N I O W a I �ti x V P u W \, o"; 1 1 +\� W.I .G. _N tt I ROOOF 2"x12" RIDGE — — 2"x10" R.R. I 2"x6" G.J. p I/o" O.C. BENC" I x _I " -OI' 3y23' I --- - ---- TG- L - - — — - - - - - EX. @16'j O.G. @16" O. x I- TLpB N 5r I 1 I T.O.P. _ r� �� I I '` m --- k I N �' I EXTEND FASCIA t. TO ALIGN WI-FW 0- I I I EXI5TING = MASTER m , 1'� m I aN 1 �j BA 1 tIATG�I X O m I I I �, L N Ex. _ ry _ W �5)-2x10 *6e I I O _I � e U ALIGN WIT1-I EXISTING F.F. SECOND FLOOR FLAN SCALE- %4"=1'-0" 10 I 11/27/18 ISSUED TO G.C. PARTIAL No. Date Title C S EG—F I ON REVISIONS: SCALE- i4"= I'—O" Drawn By: R I"I M Date: 11/27/1 B Drawing No.: 1 ,� A41 G- Q OF SHEETS 2018/12/03 16:21:30 ......................................................................................................................................................... N� IN LINE OF ADDITION AS CURRENTLY APPROVED I 12 MATGI-1 I EX. l C� 00 l� oo v� ., tc oc rT, DOOR PANEL � z Of � � o _ a m A O U � O � a � N O ^ N M M � V 1 I W JE251 W -� DRIVE EL. 46.7' ADDITION SLAB EL. 45.5' O F--1 GRADE EL. 44.5' F--I az Q VALLEY FLASF41NG. — — — — — — — — — — — — — — — — — — — — — — — — — -- — — — — — 1 I--1 5 -- EXISTING NEW ADDITION �j► O O U I H1111111M m I ml I I F W 06a5 W I / I " '9 r 6 11/27/18 ISSUED TO G.C. 5 11/21/18 REV. ROOF GRADE EL. 52.0' a 10/30/18 REVISED 3 10/2B/le EVISED 2 10/16/18 REVISED \ \ 1 10/11/16 REVISED \ I \ I No Date T1 itle REVISIONS: cwl5 \ \ I Drawn By: DRIVE EL. 46.7' W/N318 / � R I"I I"( i — Date: - - - - - - X1/17/18 i GRADE EL. 44.5' — � — — — — — — — Drawing No.: TT I I f I L�I�ST ELEVATION - - - - - - - - - - - - - - - - - - - - - - - -1 - - - - 1 STEP UP FTG. SCALE: %"-1'-0" IV:21I A5 w ¢ E, Q OF SHEETS 2018/12/03 16:21:31 n....................................................................................... LINE OF ADDITION "I 00 IC kr) 011 kn A5 CURRENTLY 00 V') APPROVED I 12 �� MATG1 I EX. I U N I , 00m z a DOOR O PANEL 1� T1 oc W � m d O N V1 � W GW2S O 7� ►--� DRIVE EL. 4/0.7' ADDITION SLAB EL. 45,5' O + GRADE EL. 44,5' - - - - - - - - - - -� z Q NORTH ELEVATION - - - - - - - - - - - - - - - - - - - - - - - - - - - - SCALE, k4"-I'-0" VALLEY FLASHING w EXISTING NEW AD T f—� w O U �D • \ / 3R FIXED FIXED CW155 P5055 CW155 I. t...A 4 4- i L IGo x G' MULTI — GLIDE FIXED 80(011 a EL. 58.6' EXISTING F.F. 4 11/27/18 ISSUED TO G.C, 3 11/21/18 REVISED 2 10/30/18 REVISED 1 10/11/18 REVISED No. Date Title REVISIONS: EAST FEL EVAT I ON Drawn By: SCALE: %4"=1'-O" RI"ir f Date: G/17/18 Drawing No.: A6c� w Q OF SHEETS 2018/12/03 16:21:32 ROOF DECK CONSTRUCTION 5/q IPE DECKING 2" DRYPACK W/ NON—SHRINK GROUT • 2 x 10 A,C.Q, SLEEPERS RIPPED TO LEVEL DECK • E.P.D.M RUBBER MEMBRANE BOTTOM OF EXISTING FOOTING • 3/q" G.D.X. PLYWOOD SI-IEATNING • 2 x ID's RIPPED FROM q yq" DOWN TO I" E-I 00 0o v) • 3/q" G.D.X. PLYWOOD SWEATI-ZING ~ C>) � 14" T.J.I, SERIES 560 FLOOR JOISTS @ I6" O.G. EXISTING BONUS RM. Q > � D A 8 C D A B C � wWw EXISTING F,F. m DECK F.F. - EL 67 4 Z TJI 560 x 14" R.R. @ 16" O.C. V�J(XTJX � ADDITION T.O.P. I"fAX. r -�- EL. 65.1' O F--I _ (2)-16p NAILS PIG" O.G. tp LL INTO EXIST. BLDG. BOTTOI"I OF UNDERPINNING � � o EXISTING BEDROOM R PROVIDE 5 " OF r W ROGKWOOL COMFORTBATT I5/g"x6"-IS GA, BTL. A QJ > INSULATION FROM FLOOR STUDS @ 12" O.C. Q X ? TO UNDERSIDE OF ROOF W SEE DET'L 3/A8 0 SQUASH-I COURT r -- EXCAVATE it PLACE PANELS 'A' FIRST 'B' SECOND 'C' THIRD O t` EXISTING F.F. u r kn AND 'D' LAST, MINII"IUI"I CLEAR DISTANCE BETWEEN EL. 58.6' DECK F.F. — SII"IULTANEOUS CUTS SHALL BE I2'-0". 0 0 EL. 58.4' ^ 00 EXISTING T.O.F. EL, 57,6' ly2" G.R.G. STIFFENERS-,,", 2x10 R.R. @16" O.G. ADDITION T.O.P. N M II NAIL 2x4 STUD @ 4s" O.C. - - EL. 56.7' ELEVATION OF UNDERPINNED WALL (TYP) TO BOX SEAM = F r N (!1 PROVIDE LATERAL r = r SCALE: N.T.S. SUPPORT BRAC'G 1 I- 048" o.G. 21 _011 6 J 0 j = r TYPICAL EXT. WALL CONST. } CLEAR r CEDAR VERTICAL 51DING W NOTE: r 30tt BLDG. FELT UNpERLAYMENT EXISTING GARAGE In 0� 9 e � s I W REFER TO ANDERSON COURTS AND = r /B,' EXT, PLYWD. 54-IEA744ING O SPORTS SURFACES SPECIFICATIONS 2"x6" STUDS @ 16" O.G. AND SHOP DRAWINGS FOR REQUIRED I` x WCONSTRUCTION AND PREP. ALL I r R-23 ROCKWOOL COMFORTBATT 0 O = f- INSULATION 21'-33/4" EXISTING 4"P,G. SLAB FIBERGLASS REINFORCED — EL. 65.0' GARAGE SLAB EL. 47.3' OVER NOFBARRIER X5 UNDERSLAB r INSULATION 3 VAPOR BARRIER, r - CONTINUE ALONG TOP OF FOOTING. O r r - ADDITION SLAB EL. 45.5' r r ADDITION T,O.F, ± O UNDERPIN EXISTING r EL. 45.5' FOUNDATION WALLI- r��F� GRADE SEE DETAIL THIS PG. R:—_IAH EL. 44,5'TYPICAL FDN. CONST. 0 Z x4 -O P,C. FDN, WALLW/ O (2)-**5 RE-BARS TOP 2x6 TREATED SILL ft? AS NOTED SILL SEALER 1� ROOF DECK CONSTRUCTION TERMITE Sr•IIELD 5/,"m x 12" ANCHOR BOLTS W/ 3"X3" BTL. O • 5/q IPE DECKING C WASWER @ 33" O.G. • 2 x 10 A.G.Q. SLEEPERS RIPPED TO LEVEL DECK S ECT ION WATERPROOFING • E.P,D.M RUBBER MEMBRANE I6"x8" P.C. FOOTING W/ 44 ID 3/q" G.D.X. PLYWOOD SWEATI-ZING (3) 5 RE-BARS - • SCALE: %q"= 1'—O" • 2 x 10's RIPPED FROM q yq" DOWN TO I" • 3'q" G.D.X. PLYWOOD 5NEATI-4ING • 14" T,J.1, SERIES 560 FLOOR JOISTS @ 16" O.C. T.O.F. — EL. 57,6' w (2)- S REBAR CONT. a O DECK F.F. - EL. 67,4' sty REBAR @IB" EACI--I WAY U � GRADE ! T,O.P. F--� - - -- EL. 65.1' _ EL. 55.0' (3)-2"x IO" HDR. /g"x6"-1>9 GA. 5 : OVER STL. STUDS @ 12" C. TYPICAL EXT. WALL CONST. TOP OF BRACE 3/q" PLYWD. SWEATI-IING a ° SEE DET'L 4/A8 CEDAR VERTICAL SIDING 0 30st, BLDG. FELT UNDERLAYMENT • MECO-I NOTE: S/,"/e ,EXT. PLYWD. SNEATI-ZING � o 2"x6" STUDS @ 16" O.G. REFER TO ANDERSON COURTS AND ° a SPORTS SURFACES SPECIFICATIONS � ' R-2'3 ROGKWOOL GOMFORTBATT xt5 REBAR PLWD. SBFLR. AND 5r40P DRAWINGS FOR REQUIRED � ' INSULATION a ° a a 2x10 F.J. @ 16" O.G. CONSTRUCTION AND PREP. / "' ° a ° DECK F.F. (�•V�•8' N = ° EL. 55.4' - - MATCH EXISTING a � ' P��P r 0 T,O.F, a a• � _ - - -� E L. 57.6' x (2)-212 CONT, GIRDER t-ISE T.O.P. U r� P 6 J ,{� K1i a (3)_19/4:: x II7/," L.V.L. 1-LEADER I PL-Y�D a A 2x8 A,C.O. D.J. @16" O.G. METAL FRAMING � ' CLIP CONNECTOR ° a (2)-sty REBAR @24" O.G. (3)-2x12 I-LEADER 48" O.C. (SEE GRADE EL. 55.0' a a w SQUASH COURT DET'L I/A8) - 1— — ' 0 a • WALLS 5"ALL BE FRAMED „ ui =III=III TYPF ICAL DN. CONST. F Iy2 G.R.G. STIFFENERS — — - = STRAIGHT 8 TRUE NOT TO GLASS WALL .EXCEED �” OVER 10'-0" @ 48" O.G. —j i- 12"x12.5' P.C. FDN. WALL W/ 1 III (2)-VS RE-BARS TOP (SEE 51 IFFY AG 1- 3 �� st5 IRESAR @IS" EACI-I WAY o III=1� = FOR DETAILS) 32 3 /4 2x6 TREATED SILL FE AS NOTED a o (2)-225 REBAR HALL - FACE OF STUD TO 0 , I I I- SILL SEALER FACE OF GLASS 1-4EADWALL TERMITE S"IELDto- m "/g"m x 12" ANGI-IOR BOLTS W/ 3"X3" STL. 1 PROVIDE G" OF a 4" P.C. SLAB FIBERGLASS REINFORCED ROGKWOOL WAC5HER @ 33" O.G. yrr r OVER NOFP BARRIER X5 UNDERSLAB GOMFORTSATT WA-11 ERPROOFING INSULATION 8 VAPOR BARRIER, INSULATION 24"x:12" P.C. FOOTING W/ 2*5 REBAR @18" O.G. 7.0.F. CONTINUE ALONG TOP OF FOOTING. FROM FLOOR 1^1/12" NOOK TO UNDERSIDE (3)Z15 RE-BARS o a L. 47,0' - - -1:17OF ROOF a a PROVIDE 36" SPLICE -4 1I/27/I8 ISSUED To G.C. ADDITION SLAB EL. 45.5' Nrl GRADE - -_- EL 45 5' REVISED TOP OF SLAB TT / /I il II I I ( 2 10/23/18 REVISED /11/18 III=III= SEE DET'L 6/A5 ° o ° (3)-tt5 REBAR No. IoDate REVISEDTitle TYPICAL FDN. CONST, REVISIONS: 8"x4'-0" P.C. FDN. WALL W/ (2)-tt5 RE-BARS TOP (3)-sty REBAR CONT, 2x6 TREATED SILL FE AS NOTED 21_0" 31_2" Drawn y: 12"(D P,C, "SONOTUSE" SILL SEALER 11 11 R I"I I"f TERMITE SI-•IIELD 5/p"4> x I2" ANCI40R BOLTS W/ 3"X3" STL. Date: WASHER P 33" O.G. WATERPROOFING C ( O1� I g No.: 16"x8" P.C. FOOTING W/ J �1 (3)tt5 RE-BARS Drawing No.: SCALE: %q"= I'—O" DETAI L A7A7 w ¢ w Q OF SHEETS 2018/12/03 16:21:33 .......... c) —-- ---------- ............ �D ............ 11-71'. r .�RETAIINJNG WALL- _-.......... U L) _ �_ __. .............r__ __._._____. _.._...__ -- .... _—_.:_�___: 0 2_0 .,_.-_ _. - ---------- W kn U . ...... ............. Z� � JD-__ ...__..... --_-_- ......... ... "T XT LIST OF DRAWINGS: d1l'-IN .............. ....... ------......... ............ POD TI-17- 00 ......... 172 4-b r U D ..............• ..... ................ J .......... U Ba"18" F, ...........- ARCHITECTURAL & STRUCTURAL DRAWINGSQ ,R j U lop J LA T 0 4. C' 3",clea U 0 00 SHEET# TITLE SCALE: -VARIES -,t- ............. oi*� rs "T .-glp"' ............... Backfill with p p MAX.6'.0" )� -,I 7�- CODFS OF NPi"I 20-011 AO.I TITLE SHEET SITE PLAN RETAINING WALL DETAIL 5 J L parausiii ............. .......- '0, 00 0 ERRAOF'S. D E �','MC A 1.0 FOUNDATION PLAN 1/411 - - - 1-011 ........ A LOA FINISHED BASEMENT PLAN 1/411 ........... .. ..... COMPLY WITH ALL CODES OF 4 ALI FLOOR PLAN -011 1 �D A 1.2 ROOF DECK PLAN -011 NEW YORK STATE & TOWN CODES 1/4' 1 S ��V�� 0O%S��F 1/4 I'-0" A2.0 NORTH ELEVATION #: net-d Mae/6ry 8 :net .. .............. k7 A2.I WEST ELEVATION 1/411 1 -011 ........ A2.2 SOUTH ELEVATION 1/411 I'-0" U4 ................ A3.0 BUILDING SECTION #1 1/2' 0TOIANTRUSTEES -._r._..__.-., 7 1 4 1/2 1 -011 A3.1 BUILDING SECTION #2 A3.2 BUILDING SECTION #3 -011 ..... 1/211 I du A3.3 BUILDING SECTION #4 1/2" = I'-0 • A3.4 BUILDING SECTION #5 1/2" = I'-0 C) ov ov 0 1` IJ pi", CY 0 R BUILDING SECTION #6 1/2 1 -011 • i A33 1 .............. ........... if if OTO .......... Co -oil 1,0� 10, FUL A3.6 BUILDING SECTION #7 1/2 0-k, (N ,(- '1� U \�l L A4.0 CONCRETE SPECIFICATIONS T Ig I.2#t--- ------- N.T.S. �vce tce 1 .......... CN2:9 co 1) liIJUT GERI i [ Vii E A4.1 NAILING SCHEDULE N.T.S. to ............. CX11 Ir" 'ICY ................. A4.2 STRAPPING DETAILS N.T.S. ok C i 'J i f t 1 14 -—--------............. A5.0 CABLE RAILING & DECK TRIM DETAILS 311 I'-0" .......... 7--CONCRETE.-1500-PS1 400" —--------............. ............. ct ;z U V ............... &tic .......... U 2L-txI& F)LAC;AqDjMG REQUIR'ED -----JOSEPH FISCHETTI,PE__._______.__........ TRUSS 1725HOBARTROAC ---r....._--........ SOUTHOLD,NY 11971 dN an grave --------—---------- d V-67-7 ------.................. Footin to rest-on undisturbed-soil__ -9 AREA CALCULATIONS IM: _0 [-Ltjj,� — CERTIFICATION ........... ............ .._�j3ackfi_ljAQe_prJQr_to backfilling.behind wall �SZ J L FAD CONTENT BEFORE 0 ......... 40,993.9 S.F. [�-ICA TE OF OCCUPANCY LOT AREA : q D111 PROPOSED BUILDING COVERAGE : 4,508.2 S.F. OLDER USED IN WATER SYSTEM CANNOT RETAINING WALL DETAIL (INCLUDING NEW ADDITION) 0U I EED 2110 OF 1%LEAD. lc� U ONOT TO SCALE PLUMBING 201`5 ALL_PLUNIBING WASTE & V,,A7FR jy,,jES NEED D AR TESTING EErorc COVERING 0?/Cl CHAIN L�IK' CHAIN LINK FENCE-%, FWCE Z 2 A0.1 = T RETAINING WALL 019694, Q) N78*36 Do E 4 05. 0 0 ENDS BURRIED IN BLUFF OFN 33.6' Lx—x—x—/—x—x—x—i &-I WOOD RETAINING WALL NO. DATE REVISION 1.2'WIDE 6 00 bo %6 GRAVEL 20'SIDE YARD SETBACK Q� Q) \��EXISTING RETAINING 35 i WALL TO BE REMOVED C) ALIGN OUTSIDE OF RETAINING NEW CONCRETE WALL WITH OUTSIDE OF NEW Q_ RETAINING WALL .(9, ADDITION FOUNDATION WALL AA SEE DETAIL THIS PAGE Q4 --j Q) ff NO. DATE ISSUED TO "/Z. 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DATE ISSUED TO I I I I I I I I I ( ) 03/12/2018 BID SET a---------------------------------------- ------- L----7 (2) 04/06/2018 PERMIT SET I I I ------------------------------------------------------L----------- 1 SOUTH ELEVATION O DATE DRAWN BY SCALE: 1/4 - 1-0 09 JANUARY 2018 SCALE REVIEWED BY 1/4"= 1'-0" PROJECT NO.&TITLE HERMER-CAMPO RESIDENCE DRAWING TITLE South Elevation DRAWING NO. A262 Paul Rice Architecture � o W n U Q� N U oo ROOF DECK CONSTRUCTION • �'/� MAHOGANY DECKING � a • 2 x 10 A.G.Q. 5LEEf ER5 RIPPED TO LEVEL DECK • E.P.D.M RUBBER MEMBRANE • 3/4" G.D.X. PLYWOOD SHEATHING • 2 x 10'5 RIPPED FROM O y4" DOWN TO I" • 16" T.J.I. 5ERIE5 5(00 FLOOR J015T5 @ IZ" O.G. TOP OF EXISTING FINI5HED FLOOR TDP OF DECK V ± 3" DOWN FROM EXISTING FINISHED FLOOR TOP of JOISTS (t r"') 1,V4" ,,I(0" L5.1- RIM J015T N �/ u F� T.J.I. SERIES 5(00 DECK JOISTS @ 12" O.G. � N +' r"•1 N TOP OF FOUNDATION 5,Vx 0J Y ANTHONY y ANCHOR BOLT 4'-0" O.C. Z 2 2 @ POWER BEAM HEADER a •O SOLID FLOCKING BETWEEN JOISTS AT y3 SPAN �2° 5HEETROCK OVER (4)04 BARS EXTENDED IZ° PAST OPENING ^ • A :• GD PLYWOOD SHEATHING B � BOTTOM OF CONCRETE HEADER UPPER LEVEL Bc ALCONY 3/4" (Z) 2 x IZ PRESSURE ) TREATED BUCK ALL (4) !511212-5 OF WINDOW \ OPENING ct ANDERSEN CASEMENT WINDOW �••� O GXIO - R.0 : 2'-S" x 5'-o VERIFY ROUGH OPENING WITH V WINDOW MANUFACTURER H U GLA55 RAIL BOTTOM OF MASONRY OPENING 2 x 4 BEARING WALL GONTINUOU5 DOWN TO SILL PLATE ON J015T LEDGE TOP OF FOUNDATION 0111 ED ARC/y ALIGN WITH EXISTING y2° ANCHOR BOLT @ 4'-0" O.G. ° �� T GARAGE FOUNDATION GpR Rc A Q eJ� Com, J, #7 @ (o" O.G. VERTICAL 2 a 14" T.J.I. 5ERIE5 x!(00 FLOOR, JOISTS @ ((o" O.G. 3Y2" x 14" PARALLAM FLUSH 14" LVL LEDGER BOLTED TO FOUNDATION ` T.J.I. BLOCKING BETWEEN J015T5 Yr 5 (0 TUD WALL 14" T.J.I. 5ERIE5 50 FLOOR J015T5 @ I&" O.G. TECO J015T TO LEDGER • a (P 0 E: " N J` 01969a"1 " " NOT #g @ IZ O.G. 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TOP OF DECK ' *- 3" DOWN FROM EXISTING FINISHED FLOOR TOP OF DECK U Nd ± 3° DOWN FROM EXISTING FINISHED FLOOR M TOP OF JOISTS TOP OF JOISTS lV N .N I&" T.J.I. 5ERIE5 5&0 DECK JOISTS @ 12'O.G. = iv TOP OF FOUNDATION TOP OF FOUNDATION v O O 2" ANCHOR BOLT @ 41-0" O.G. y2" ANCHOR BOLT @ 4'_0" O.G. •0 SOLID BLOCKING BETWEEN J015T5 AT 7 5PAN " 3 y2 SHEETRDGK OVER 7 12 O.C. EACH WAY o . PLYWOOD SHEATHING IZ" O.G. EACH WAY ° v ° v^ v ° ° a #7 @ (o° O.G. VERTICAL 07 @ (o" O.C. VERTICAL (� #5 @ 12" O.G. HORIZONTAL a #5 @ 12" O.G. HORIZONTAL M v °> v r✓QUASH COURT '> p ARCy/,^ F -4 N 3"CLEAR 2 CLEAR Z"CLEAR ° . 3"CLEAR N SAgT �19o9A��\~ ° NO DATE REVISION e v s° v ° ° a ° a a 12" O.G. EACH WAY #5 @ IZ" O.G. EACH WAY 07 @ (o" D.G. VERTICAL ° ° 07 @ (o" O.C. VERTICAL NO. DATE ISSUED TO v •' ° a ° (1) 03/12/2018 BID SET #5 @ (2) 04/06/2018 PERMIT SET IZ" O.G. HORIZONTAL ° 4 _.,,. 12" O.G. HORIZONTAL • 5'-0° °° 2-o #5 BARS @ 12" O.G. EACH WAY 8', DEEP POURED Z'-o" ° I'-4° 5'-0" CONCRETE 5LAB Q ° lu #5 BAR5 @ IZ" O.G. EACH WAY ° #r, BARS @ 12" O,G. EACH WAY TOP OF FOOTING w ' ° ° ° '° `V TOP OF FOOTING ° ° ° V 9 ° #rg BARS @(0" O.G. EACH WAY BOTTOM OF FOOTING ° e ° ° ° .° ° °° ° ° , ` BOTTOM OF FOOTING DATE DRAWN BY lu \-Or:, BARS @ IZ" O.G. " #5 BARS @ 12" O.G. " 09 JANUARY 2018 U #(o BARS @ 4 D.G. #(o 15AR5 @ 4 O.G. SCALE REVIEWED BY 1/2"= 1'-0" PROJECT NO.&TITLE HERMER-CAMPO RESIDENCE DRAWING TITLE 5 BUILDING SECTION Building Section SCALE: 1/2"= F-0" DRAWING NO. A394 Paul Rice Architecture w � o N w O 00 ►�+ O N U00 w 00 U N C U N ROOF DECK CONSTRUCTION • 5/� MAHOGANY DECKING F-=� � a • 2 x 10 A.G.Q. SLEEPERS RIPPED TO LEVEL DECK Cit • E.F.D.M RUBBER MEMBRANE • 3/4"G.D.X. PLYWOOD SHEATHING • 2 x 101s RIPPED FROM °D Y4" DOWN TO I" • I(o" T.J.I. 5ERIE5 rv(o0 FLOOR J0I5T5 @ 12" O.G. TOP OF DECK U V� tt *- 3" DOWN FROM EXISTING FINISHED FLOOR TOP OF 1015Ti5 ' TOP OF PLATE fC) y2" ANCHOR B . OLT @ 4'-0" O.G. 0 e° ^ O 0j/2' x y2" ANTHONY y2" 5HEETRoa OVER " TDP B OF HEADER FOWER 15r-AM HEADER #5 @ 12 O.G. EACH WAY 3/4" PLYWOOD SHEATHING ° ° •° ° (o" O.C. VERTICAL ^ UPPER LEVEL ° #7 @ � IZ" O.G. HORIZONTAL o � v . ° ° TOP OF FOUNDATION ° ��o ARciy/�, o ALIGNEEXI D WITH STING GARAGE FOUNDATION a p• H �Gj J GSL RiC� y2"ANCHOR BOLT @ 4'-0" O,C. ---------------------------------------------------------� ,. . 14° T.J.I. 5ERIE5 5(00 FLOOR J015T5 @ 1(0" ?.G. ----� 2" CLEAR ° 3"CLEAR ,a a 3 ? d N ST 01915 ° I-o 1 " 7''�i•' 4 ° LOWER LEVEL NO. DATE REVISION v POWDER ROOM •° #5 @ 8" O.C. EACH WAY ° 6 4 O p ° a ° 3"CLEAR ° w v v #G� @ 12" O.G. EACH WAY v 07 @ (o" O.G. VERTICAL NO. DATE ISSUED TO °v ° a (1) 03/12/2018 BID SET ° #5 @ 12" O.G. HORIZONTAL (2) 04/06/2018 PERMIT SET 2�-0" 8" DEEP POURED #g BARS @ 12"0,0. EACH WAY 2'_0" ° 11-4" ° g'-0" CONCRETE SLAB r7 Q ° °p •p ° • Q #5 BARS @ 12" O.G. EACH WAY U ° ° #g BARS @ 12" O.G. EACH WAY TOP OF FOOTING N °° a ., .a ° N TOP OF FOOTING v ° ° #6 BARS @ lo° O.G. EACH WAY BOTTOM OF FOOTING ° ° ° ° ° p ° ° BOTTOM OF FOOTING o� DATE DRAWN BY " #5 BARS @ 12" O.C. ut 09 JANUARY 2018 v #5 BARS @ 12 O.G. EACH WAY � #(o BARS @ 4 O.G. %4N " iN SCALE REVIEWED BY 1/2"= 1'-0" PROJECT NO.&TITLE HERMER-CAMPO RESIDENCE DRAWING TITLE BUILDING SECTION Building Section O6 =SCALE: 1/2 = 1'-0" DRAWING NO. A395 Paul Rice Architecture w x o w Z � O H 00 00 00 U 00 � ROOF DECK CONSTRUCTION • ��4 MAHOGANY DECKING • Z x to A.G.Q. SLEEPERS RIPPED TO LEVEL DECK • E.P.D.M RUBBER MEMBRANE • 3/4"G.D.X. PLYWOOD 5HEATHING tn • Z x 10's RIPPED FROM V y4" DOWN TO I" • 16" T.J,I. 5ERIE5 0&0 FLOOR J015T5 @ 12" 0.0, TOP OF DECK ± 3" DOWN FROM EXI5TING FINI5HED FLOOR N C� +' TOP OF J015T5 L V r--1 TOP OF PLATE O •� O �N BOTTOM OF HEADER *,V" x °J y2" ANTHONY y2" ANCHOR BOLT @ 4�-0" O.C. O POWER BEAM HEADER ° vj ct BALCONY #6 @ �" O.C. HORIZONTAL °<. U ° 07 @ (o" O.G. VERTICAL C� ^ #0 @ 12 O.G. VERTICAL #5 @ ,v" O.G. HORIZONTAL 0 0 0 ° O ^l vko A a ° e . a ° J GPS" L RCF TOP OF FOUNDATION A '�hoop• � •y 14" T,J.L 5ERIE5 5(00 FLOOR J015T5I(* O.C. Z" CLEAR . ° °b 3"CLEAR z ° ° @ CL 01901, S ° 1'F O F N� @QUASH COURT 9 v NO. DATE REVISION A #5 @ e' O.C. EACH WAY a v A #g @ ,v" O.C. HORIZONTAL > . A O 12" O.C. VERTICAL A °v •° ° 07 @ (o" NO. DATE ISSUED TO O.G. VERTICAL A v (1) 03/12/2018 BID SET O 9" O.C. HORIZONTAL (2) 04/06/2018 PERMIT SET a ° A 3'_0" 1'-0 2'_0" #g BARS @ 12" O.C, EACH WAY p�"DEEP POURED 3'_0" .al'_q" 7�_0" CONCRETE 5LAB Q A #g BARS @ I2" O.G. EACH WAY v v aA u #r� 15AR5 @ 12" o,G, EACH WAY A TOP OF FOOTING .N •° •p• °• dA• dA ° .A o v .° e v• 4 0 ♦ ° `V TOP OF FOOTING A 0 A o° #rp! BARS @ (a O.G. EACH WAY BOTTOM OF FOOTING ° BOTTOM OF FOOTING DATE DRAWN BY 09 JANUARY 2018 U #5 BARS @ 12" O.G. EACH WAY U #(o 15AR5 @ 4° O.G. SCALE REVIEWED BY Ir Ir Ir 1/2"= F-0" PROJECT NO.&TITLE HERMER-CAMPO RESIDENCE DRAWING TITLE � BUILDING SECTION Building Section ,O SCALE. 1/2 = 1-0 DRAWING NO. A3 ,06 Paul Rice Architecture w CONCRETE SPECIFICATIONS o 4. FORM TIES: 10. PLACING CONCRETE: N 1. SCOPE OF WORK: These ties shall be adjustable in length and of such types as to leave no metal closer than one and J g YP Placing concrete before initial set has occurred, and in no event after it has contained its water one-half inches of the concrete surface. Ties shall not be fitted with any lugs, cones,washers,or content for more than one hour. Place all concrete on clean,damp surfaces, free from water, or d' O The work covered by this specification shall consist of famishing all labor,materials,permits, and other devices to act as a spreader within the form which will leave a hole larger than seven- upon properly consolidated fills,but never upon soft mud, dry porous earth, or frozen ground. w V related miscellaneous work necessary to complete the concrete work as specified herein or as N eighths inch in diameter. Wire ties will not be permitted unless flee Architect/Engineer gives a [--I .-� shown on the drawings. OCwritten order. Deposit concrete continuously and as rapidly as practical until the unit of operation is completed. 14. SURFACE FINISH OF CONCRETE: 2. MATERIAL: O C.)Ties that are to be pulled form the wall shall be coated with cup grease or other approved material Consolidate all concrete by vibration so that the concrete is thoroughly worked around the t,., General: After removal of forms all metal devices used to tie forms together and hold them to c� to facilitate removal. Tie rod holes shall be properly plugged reinforcement, around imbedded items, and into corners of forms, eliminating all air or stone correct alignment and location shall be removed in such a manner that no metal shall remain U V A. Concrete shall be 4,000 psi mix g pockets which may cause honey-combing, pitting, or planes of weakness. Use within less than 2 inches of the surface of the concrete. The method of removal of such ties shall B. Delivery, Storage, and Handling: 5. OILINGFORMS: mechanical vibrators with a minimum frequency of 7,000 revolutions per minute operated b All materials shall be so delivered, stored, and handled as to prevent the inclusion of foreign q Y P p Y be such as not to cause excessive injury to the surface of the concrete by spalling. The Contractor N U competent workmen. Use of vibrators at many points from 18 to 30 inches apart for a 5 to OC .� materials and the damage of materials by water or breakage. Package materials shall be shall not burn off rods,bolts, or other metal devices. After the removal of such ties, the opening C" The inside surface of wood forms shall be oiled before any concrete is placed. All forms shall be 10 second duration. Keep a spare vibrator on the job during all concrete placing operations. shall be roughened hened and all concrete containing r delivered and stored in original packages until read to be used. Packages or materials ug ng an oil removed. In cases where wire ties are used, +-+ g p g Y g greased with approved form oil or with a good grade cup grease thinned with kerosene. All Y w •.-� � showing evidence of water or other damage shall be rejected. excess grease shall be wiped off with rags to leave the surface of the forms just oil to the touch. all wires shall be cut back at least one inch from the surface of the face. Immediately after the g P g J Y Exercise care in placement of concrete for slabs or grade over a vapor barrier. Avoid puncturing removal of forms, all cavities produced b removal of form ties and all other holes, depressions, V � N � C. Wates_ p y p tearing vapor barrier during transportation and placement. Water for concrete construction shall be clean and free of oil, acids, salts, or other deleterious and honeycomb spots shall be thoroughly saturated with water and carefully pointed with a "� +-' OC 6. REMOVING FORMS: y "--.I � materials. mixture of cement and fine aggregate mixed in the same proportions used in the concrete being N •U Concrete in the walls shall be placed with a pump with the end of the hose into the concrete at all s-- D. ReinforcingS All wall forms shall be removed when the concrete has thoroughly hardened,but in no case in less treated and as of as dry a consistency as it is possible to use. Mortar used in pointing shall be not +� time during placement into the wall. Reinforcing shall be 60,000 psi more than one hour old and shall be kept moist far a period of 24 hid. than 4 days Other forms and shorings shall remain undisturbed until the concrete has attained moours after its place � a See"Steel Reinforcement"Specifications sufficient strength to sustain its own weight in addition to any temporary or permanent load that Considerable pressure shall be applied in pointing to insure filling all voids. All joints in the maybe placed on it during construction. 11. CONSTRUCTION JOINTS: completed work shall be carefully tooled and left free from mortar and concrete. E. Joint Sealing Materials: For slabs pavements exposed to the weather, asphalt filler shall be used conforming to the latest revision The placing of concrete shall be carried on continuously between construction joints shown on the Ordinary Surface Finish: Except as otherwise specified,all formed surfaces shall have an ordinary a on of AASHTO Specification M-18 Type A an approved master filler. 7, CENTRAL OR TRANSIT MIXED CONCRETE: drawings. If for any reason it shall become necessary to stop the placing of concrete at places surface finish. The surfaces of all concrete masonry shall be thoroughly worked during the Concrete from a central plant or mixed in transit mixer trucks may be used if it complies with other than those indicated on the drawings, such places shall have the approval of the Engineer 3. FORMS: placing of the concrete. After the forms are removed and pointing completed and after the these specifications. and the manner of making the joint shall be approved. Extra reinforcing maybe required if concrete has hardened, all fins and irregularities shall be removed with a carborundum brick. If, in the opinion of the Architect/Engineer,the transit mit concrete has excessive amounts of additional construction joints are used. Forms shall conform to the shape, lines grade and dimensions indicated on the drawings. They Should defects appear in the final surface such that, in the judgment of the it shall be removed from the site immediately. Transit mix concrete shall not V lumpy concrete, shall be substantial and sufficiently tight to prevent leakage of mortar, and shall not deflect under Architect/Engineer, a satisfactory surface ahs not been secured, the Engineer may order the be in the truck or hopper more than 60 minutes after batch is started. Keys shall be provided between footings and foundations where shown on the plans the weight of the wet concrete or construction loads. They shall be properly braced or tied Contractor to rub finish the surface of such sections as is necessary to produce a finished and together so as to maintain posit.on and shape, and insure the safety of workmen and passerby. All workmanlike job. 0 forms shall be cleaned and oiled each time they are used. S. PREPARATIONS FOR PLACING: 12. PROTECTION AND CURING: 7 r--- Mechanical Finish: The concrete shall be struck off and consolidated by a self-propelled C) �--I Temporary openings shall be provided to facilitate cleaning and inspection immediate) before Before beginning a run of concrete, all water shall be removed from all trenches and foundations, Provide adequate protection against rain, sleet, and snow before and during placement and spreading and finishing machine a ui ed with a screen to consolidate the concrete b pressure. �/ P Yp g P Y P g g q PP Y P 0 t•�-i depositing; concrete. Forms shall be assembled in such a manner as to facilitate their removal all equipment and forms shall be cleaned and oiled, and reinforcement shall be cleaned of ice or finishing of concrete. Provide adequate protective measures to maintain the temperature of the At least 3 inches of concrete shall be carried in front of the strike off screen. After the strike off, P4 without damage to the concrete. other foreign coatings. Concrete shall not be placed until all reinforcement is securely and concrete as specified, the surface shall have longitudinal floating with a 12 to 16 foot float. Each floated section shall � �..� properly fastened in its correct position,no until all sleeves, hangers,pipes, conducts,bolts,or any overlap the previous section by 5 feet. Q In the case of structures,unlined forms may be used for the face of all walls that are not exposed other fixture required to be embedded therein has been placed and anchored by the Contractor. Immediately after finishing operations have been completed,the entire surface of the concrete to view after the structure is completed. Suitable moldings, bevels, or chamfer strips shall be Concrete shall not be placed until the forms have been inspected and approved by the shall be sealed by spraying thereon an impervious membrane. The liquid curing compounds shall C placed in angles. Or exposed edges of forms, to round or bevel corners or edges, which may Architect/Engineer,and placed under the direct supervision of the Ardiitect/Bngineer. conform to the requirements of the Standard Specifications for Liquid Membrane-Forming become clipped. The placement of such chamfer or bevel strips shall be directed by the Compounds for Curing Concrete,AASHTO Designation,M0148, Type 2, White Pigmented. C� Architect/Engineer. 9. HANDLING: Unless a greater rate of coverage is specified by the manufacturer, it shall be at 200 square feet per T ` gallon of curing agent. Within 30 minutes after forms are removed, the concrete shall be coated v Plywood panel forms or steel forms may be used with the approval of the Architect/Engineer. Concrete shall be handled from the mixer to forms as rapidly as possible by methods, which shall with.;uring compound. prevent any separation or loss of ingredients while transporting the concrete. Concrete shall be .. reinforcing is in place, the Architect/Engineer shall be handled from the mixer in carts, buggies, or conveyors and shall not be delivered by spout or When the inside is erected and reinfo Q� notified and the outside form d re not rc placed until work and reinforcing already done has been trough or dumped with a free fall of more than 5 feet. Runway supports for buggies or delivery 13. DEPOSITING IN COLD WEATHER: approved. carts shall not bear upon reinforcing steel or fresh concrete. Do not place concrete when the atmospheric temperature is below 44 degrees F., or when the 0 Forms shall not be disturbed until the concrete has hardened adequately to carry its own weight Concrete placed inside vertical walls shall be pumped with hose starting at bottom. concrete is likely to be subjected to freezing temperatures within 24 hours after it has been and other loads that may occur. deposited unless adequate temporary heating has been provided. Maintain the concrete ata temperature 50 degrees F. for 5 days after placing, The methods of heating the materials and M protecting the concrete shall be approved by the Engineer. Salt, chemicals, or other foreign materials shall not be mixed with the concrete for the purpose of preventing freezing. Forms shall be enclosed and heated at 50 degrees f. for 2 days before the pour is made. 1 3 4 p ARCyy ,XRO LLL RICco A j 5. Floor Slabs: & '141 Reinforcement in floor slabs placed on earth the reinforcing shall be 6. The key shape and size is shown on the structural drawings and shall adhere to the 16. STEEL REINFORCEMENT supported by masonry blocking of proper height to insure that the s� following; {c reinforcing material will be placed in the center of such slabs. a. The key shall be at least One Third(1/3)of the concrete section thickness W11 -1. 1. General: In all other floor slabs,the reinforcing shall be spaced as shown on the or 4"(Four Inches)wide,whichever is bigger. S�q 01969 Reinforcing shall be 60,000 psi plans. Where wire mesh is used in floor slabs, it shall be 6" by 6"/96 x b. The key shall be at least 2' (Two Inches)deep. F N All reinforcing steel shall be manufactured from new billet steel, intermediate #6 gauge welded wire. All mesh shall be lapped a minimum of 6inches. C. Type accordof ijoint and related details shall be proposed by the contractor ng to his available means and methods,subject to approval by the grade, deformed bars, in accord with Standard Specifications ASTM A 15 latest edition. 6. Minimum Clear Spacing: Engineer of record. plans shows specific spacing, the minimum clears spacing NO. DATE REVISION Unless the P Pp g 7. The contractor shall apply bonding agent or cement rich mortar,as approved by the 2. Description: between the edge of the bars and the exterior surface of all poured concrete Steel reinforcement shall consist of furnishing and placing bar steel or steel shall be 1-1/2 times the maximum nominal size of the concrete aggregate. Engineer,on the hardened concrete section immediately before pouring fresh fabric reinforcements as shown on the plans and required by the contract. However clear spacing shall not be less than 3"when the concrete is cast concrete in direct contact with the earlier concrete section. against earth. If for any reason,reinforcing steel has to be placed closer 8. The contractor shall fully vibrate the fresh/later/new concrete without negatively 3. Materials: than 1-1/2 inches to any form, the Contractor shall obtain the impacting,directly or indirectly,the earlier concrete segment and/or its newly Materials used in this work shall meet the requirements for the class of material Engineer's approval of such placement before the pour is made. formed cement crystals. The contractor shall ensure that the earlier concrete has named,and as provided in the specifications. reached enough strength to resist the stresses imposed on the earlier during vibrating the later concrete. 4. Construction Methods: 16. BACKFILLING a) Storage and Protection. Reinforcement shall be stored above ground upon platforms, COLD JOINT&CONCRETE STOP PLANNING skids or other supports, and shall be protected so far as practical from After removal of forms wait at least 77 days before backfilling to 8 feet only. mechanical injury and deterioration caused by exposure. Reinforcement Wait 30 days and in installation of the roof is complete before completing 1. In no case shall the concrete staging stop,cold joint location,be located at NO. DATE ISSUED TO offered for use in the work shall be plainly marked to facilitate inspection the backfilling. maximum stresses on the concrete section as part of the finished framing,unless and checking. When placed in the work, the reinforcement shall be such section is inevitable. (2) 04/06/2018 PERMIT SET free from detrimental dirt, scale,rust, dust,paint, oil, or other foreign material. 17. SPECIAL NOTES FOR STAGING CONCRETE&COLD JOINTS 2. The concrete stop(s)shall have dowels having sufficient embedment length on both sides of the concrete stop,the longer of development length or lap b) Bending Bent bar reinforcement shall be cold bent to the shapes shown on splice whichever is bigger& calculated in tension as per the current American the plans, and unless otherwise provided on the plans or by GENERAL Concrete Institute(ACI). authorization, bends shall be made in accordance with the following requirements 1. When concrete segment is placed,the next segment in direct contact with it shall be placed before the concrete's initial setting time and both parts shall be vibrated 3. The concrete stop section,without having a key,shall be neither parallel enough together to get air voids out and form One(1)solid concrete body. nor perpendicular to either side of the orthogonal dimensions,in case of vertical Stirrups and tie bars shall be bent around a pin having a diameter not less than six times wall neither Horizontal nor Vertical and in case of concrete slab neither Length nor the minimum thickness of the bar. Bends for other bars shall be made around a pin Width of a horizontal concrete slab. having a diameter not less than 6 times the normal diameter except for bars larger than 1 in of not less than 8 bar diameters. 2. If the initial concrete setting time passes without fresh concrete placement',fresh inch, in which case the bends shall be made around a P concrete shall not be permitted to be placed until the earlier concrete final setting 4. The contractor shall plan the concrete placement,location(s)of concrete C) Splicing. Bar steel reinforcement shall be furnished in the full lengths indicated on the time is reached. Such concrete contact surface is commonly known"cold joint" stop(s). which may be acceptable to take place provided that the contractor shall follow the DATE DRAWN BY plans. followingconditions as mentioned below),common good work practice whichever 5. To account for unforeseen conditions or break downs,the contractor shall ( ) g P 09 MARCH 2018 is more stringent and subject to the Engineer's approval. have stand a plan"B"of concrete stop location(s),techniques and spare equipment Unless otherwise shown on the plans, bars in beams, girders, and material,for adequate action in such a case. SCALE REVIEWED BY and slabs, and in walls, columns, and haunches shall be lapped 24 3. The contractor shall fully vibrate the earlier concrete,to get the air voids out of it, at AS NOTED bar diameters. In lapped splices,the bars shall be placed in contact planned cold joint sections. 6. The contractor shall obtain the Engineer's approval of the entire plan prior PROJECT NO.&TITLE and wired together so as to hold the bars in position for the full to commencement of work. length of the splice. 4. The contractor shall not trowel finish the earlier concrete's section/sold joint HERMER-CAMPO RESIDENCE surface& shall make reasonable efforts to keep its surface naturally sloped and Splices will not be permitted at points where the section is not rough to cause the best possible interlocking concrete surface between the old and sufficient to provide a minimum of 2 inches between the splice new,the earlier and the later, concrete segments,while fully vibrating the earlier DRAWING TITLE and the nearest adjacent bar or the surface of the concrete. concrete. 5. Alternatively,a key can be used to create a controlled interlocking concrete Concrete d) Placing and Fastening. Steel reinforcement shall be accurately segments and well vibrated concrete on both sides of the cold joint section. placed in the positions shown on the plans and firmly held Specifications during the placing and setting of concrete by means of spacer strips, stays,metal chairs, or other approved devices or supports.. DRAWING NO. A4 ,00 5 6 7 Paul Rice Architecture TABLE R602.3(1) TABLE R602.3(I) CONTINUED W FASTENER SCHEDULE FOR STRUCTURAL MEMBERS FASTENER SCHEDULE FOR STRUCTURAL MEMBERS o NUMBER AND TYPE NUMBER AND TYPE ,--i ITEM DESCRIPTION OF BUILDING ELEMENTS abc SPACING AND LOCATION ITEM DESCRIPTION OF BUILDING ELEMENTS abc SPACING AND LOCATION N ` OF FASTENER ° ' � OF FASTENER ' ' ROOF FLOOR U CT 4-8d BOX(2y"x 0.1 13");or 3-16d BOX(3 y"x 0.135");or w V') OU 2;?"x 0 131 . ";or 24 2"SUB-FLOOR TO JOIST OR GIRDER BLOCKING BETWEEN CEILING JOISTS OR RAFTERS TO TOP PLATE 3-8d COMMON( ) TOE NAIL 2-16d COMMON(3 y"x 0.162") BLIND AND FACE NAIL >1N 3-1 Od BOX(3"x 0.128");or . " 00 3-3"x 0.131"NAILS 3-16d BOX(3 z"x 0.135");or 25 2"PLANKS(PLANK&BEAM---FLOOR&ROOF) AT EACH NEARING, FACE NAIL O I- 2-16d `2-I6d COMMON(3 y"x 0.162") 4-8d BOX(2y"x 0.1 13")or ,4 DC 3-8d COMMON(24"x 0.131");or ,TOE NAIL JOIST, 3-16d COMMON(3,V"x 0.162");or U w 2 CEILING JOISTS TO TOP PLATE J U 3-I Od BOX(3"x 0.128");or 4-I Od BOX(3"x 0.128");or 3-3"x 0.131"NAILS 4-3"x 0.131"NAILS 26 BAND OR RIM JOIST TO JOIST END NAIL N � CEILING JOIST NOT ATTACHED TO PARALLEL RAFTER, 4-1 Od BOX(3"x 0.128");or 4-3"x 14 GA.STAPLES, Y6'CROWN U .,.., 3 LAPS OVER PARTITION [SEE SECTIONS R802.3.1,R802.3.2 3-I6d COMMON(3 y"x 0.162");or FACE NAIL NAIL EACH LAYER AS FOLLOWS:32"O.C. W '^' d- ct 20d COMMON (4"x 0.192';or � Ri AND TABLE R[802.5.1 (9)] 4-3"x 0.131"NAILS AT TOP AND BOTTOM STAGGEREDU Uj N �' CEILING JOIST ATTACHED TO PARALLEL RAFTER(HEEL JOINT) I Od BOX(3"x 0.128");or 24"O.C.FACE NAIL AT TOP&BOTTOM i--1 00 v 4 TABLE R802.5.1 (9) FACE NAIL 3"x 0.131"NAILS STAGGERED ON OPPOSITE SIDES ,,��// C) . [SEE SECTIONS R802.3.1,R802.3.2 AND TABLE R[802.5.1 (9)] 27 BUILT-UP BIRDERS AND BEAMS,2"LIMBER LAYERS F� AND: C#00-44-IOd BOX(3"x 0.128");or 2-20d COMMON(4"x 0.192");or a COLLAR TIE RAFTER,FACE NAIL OR I V"x 20 GA.RIDGE 3-10d COMMON(3"x 0.148");or FACE NAIL EACH RAFTER FACE NAIL AT ENDS&AT EACH SPLICE 5 STRAP TO RAFTER 4-3"x 0.131"NAILS 3-1 Od BOX(3"x 0.128");or 3-3"x 0.131"NAILS 3-16d BOX NAILS (3 y"x 0.135");or 41d B 3 - 6OX "x 0.135" a 2 TOE NAILS ON ONE SIDE AND ( � ;or) 3-I Od COMMON NAILS(3"x 0.148");or 6 RAFTER OR ROOF TRUSS TO PLATE I TOE NAIL ON OPPOSITE SIDE OF 28 LEDGER STRIP SUPPORTING JOISTS OR RAFTERS 3-I6d COMMON(3 y"x 0.162");or AT EACH JOIST OR RAFTER,FACE NAIL 4-1Od BOX(3"x 0.128");or EACH RAFTER OR TRUSS 4-IOd BOX(3"x 0.128");or 4-3"x 0.131"NAILS 4-3"x 0.131"NAILS 4-I6d BOX(3 y"x 0.135");or 29 BRIDGING TO JOIST 2-IOd BOX(3"x 0.128") EACH END,TOE NAIL Q� 3-1 Od COMMON(3"x 0.148");or TOE NAIL 4-IOd BOX(3"x 0.128");or SPACING OF FASTENERS V ROOF RAFTERS TO RIDGE,VALLEY OR HIP RAFTERS 4-3"x 0.131"NAILS M NUMBER AND TYPE 7 OR ROOF RAFTER TO MINIMUM 2"RIDGE BEAMITEM DESCRIPTION OF BUILDING ELEMENTS abc EDGES INTERMEDIATE cs 3-I6d BOX(3 y"x 0.135");or OF FASTENER ' ' (INCHES)h SUPPORTS c,e r--IIi 2-I6d COMMON(3"x 0.162");or END NAIL (INCHES) O r'I 3-1 Od BOX(3"x 0.128");or 3-3"x 0.131"NAILS WOOD STRUCTURAL PANELS,SUB-FLOOR,ROOF AND INTERIOR SHEATHING TO FRAMING & PARTICLE BOARD WALL SHEATHING TO FRAMING WALL [SEE TABLE R602.3(3) FOR WOOD STRUCTURAL PANEL EXTERIOR WALL SHEATHING TO WALL FRAMING] O O 16d COMMON(3,V2"x 0.162") 24"O.C.FACE NAIL 3 „ bd COMMON(2"x 0.1 13") NAIL(SUB-FLOOR,WALL)' � O 8 STUD TO STUD(NOT AT BRACED WALL PANELS) I Od BOX(3"x 0.128");or 30 -Y211 8d COMMON(2y"x 0.131") NAIL(ROOF) 6 12 f ^ 3"x 0.131"NAILS 16"O.C.FACE NAIL F� 31 1932 1 - 1" 8d COMMON NAIL(2,142"x 0.131") 6 12 f 16d BOX(3 y"x 0.135");or r 1 STUD TO STUD AND ABUTTING STUDS AT INTERSECTING 12"O.C.FACE NAIL �� I Od COMMON(3"x 0.148")NAIL;or 9 3"x 0.131"NAILS 32 1 8 6 12 - 1 1�" WALL CORNERS(AT BRACED WALL PANELS) 18 8d(2%"x 0.131") DEFORMED NAIL 16d COMMON(3 y"x 0.162") 16"O.C.FACE NAIL .� 10 BUILT-UP HEADER(2"TO 2" HEADER WITH y"SPACER) I6d COMMON(3 y"x 0.162") 16"O.C.EACH EDGE FACE NAIL OTHER WALL SHEATHING 9 16d BOX(3 y"x 0.135") 12"O.C.EACH EDGE FACE NAIL h n 5-8d BOX(2%"x 0.113");or 33 Y2"STRUCTURAL CELLULOSIC FIBERBOARD SHEATHING IIA GALVANIZED ROOFING NAIL, 16 HEAD 3 6 C) CONTINUOUS HEADER TO STUD 4-8d COMMON(2y"x 0.131");or TOE NAIL DIAMETER,OR I"CROWN STAPLE 16 GA., I y"LONG � � O 4-1 Od BOX(3"x 0.128" 25 14"GALVANIZED ROOFING NAIL, %6'HEAD 3 6 V > 34 /2 STRUCTURAL CELLULOSIC FIBERBOARD SHEATHING M � 16d COMMON(3 Y2"x 0.162") 16"O.C.FACE NAIL DIAMETER,OR I"CROWN STAPLE 16 GA., 1 4"LONG 1,112"GALVANIZED ROOFING NAIL;STAPLE r 1 12 TOP PLATE TO TOP PLATE IOd BOX(3"x 0.128");or 12"O.C.FACE NAIL 35 Y2" GYPSUM SHEATHINGd 7 7 v 3"x 0.131"NAILS 12 GALVANIZED, I y"LONG; 14"SCREWS,TYPE W or S 8-I6d COMMON(3 y"x 0.162");or 36 5 " GYPSUM SHEATHINGd I 4"GALVANIZED ROOFING NAIL;STAPLE 7 7 DOUBLE TOP PLATE SPLICE FOR SDCs A-D Z WITH 12-I6d BOX(3 y"x 0.135");or /8 GALVANIZED, I a"LONG; I g"SCREWS,TYPE W or S SEISMIC BRACE WALL LINE SPACING<25' 12-IOd BOX(3"x 0.128");or FACE NAIL ON EACH SIDE OF END WOOD STRUCTURAL PANELS COMBINATION SUB-FLOOR UNDERLAYMENT TO FRAMING `TF 13 12-3"x 0.131"NAILS (MINIMUM PRC/.// EACH SIDE O END JOINT) ' LENGTH 37 3/4"ANG LESS 6d DEFORMED(2"x 0.120")NAIL;or 6 12 �.t�i�G AND BRACED DOUBLE TOP PLATE WALL LNE SPLICE ORND,s D o,Dj,OR Dz8d COMMON(24"x 0.131") NAIL J" tp 12-16d (3y"x 0.135") 38 7/� - I 8d COMMON (2y"x 0.131") NAIL;or 6 12 I6d COMMON(3,V2" 8d DEFORMED(2%"x 0.120") NAIL x 0.162") 16"O.C.FACE NAIL 4t x O BOTTOM PLATE TO JOIST,RIM JOIST,BAND JOIST OR IOd COMMON(3"x 0.148")NAIL:or a. 14 BLOCKING NOT AT BRACED WALL ibd BOX(3"x 0.135");or 37 1�8' _ I�o" 6 12 lS 01969 ( ) 3"x 0.131"NAILS 12"O.C.FACE NAIL 8d DEFORMED(2/ x 0.120") NAIL T,9 TE OF N� 3-I6d BOX(3 y"x 0.135");or 3 EACH 16"O.C.FACE NAIL FOR SI: I INCH=25.4 mm, I FOOT=304.8 mm, I MILE PER HOUR=0.447 m/s: I KSI=6.895 MPa 15 BOTTOM PLATE TO JOIST,RIM JOIST,BAND JOIST OR 2-I6d COMMON 3 x 0.162";or 2 EACH 16"O.C.FACE NAIL BLOCKING(AT BRACED WALL) ( y„ ) A. NAILS ARE SMOOTH COMMON,BOX OR DEFORMED SHANKS EXCEPT WHERE OTHERWISE STATED. NAILS USED FOR FOR FRAMING AND SHEATHING CONNECTIONS SHALL 4-3"x 0.131"NAILS 4 EACH 16"O.C.FACE NAIL HAVE MINIMUM AVERAGE BENDING YIELD STRENGTHS AS SHOWN:80 ksi FOR SHANK DIAMETER OF 0.192 INCH(20d COMMON),90 ksi FOR SHANK DIAMETERS LARGER THAN NO. DATE REVISION 0.142 INCH BUT NOT LARGER THAN 0.177 INCH,AND 100 ksi FOR SHANK DIAMETERS OF 0.142 INCH OR LESS. 4-8d BOX(2 y"x 0.1 13");or 3-I6d BOX(3 y"x 0.135");or B. STAPLES ARE 16 GAUGE WIRE AND HAVE MINIMUM I6 INCH DIAMETER CROWN WIDTH. 4-8d COMMON2 "x 0.131 ;or TOE NAIL ( � ") C. NAILS SHALL BE SPACED AT NOT MORE THAN 6 INCHES ON CENTER AT ALL SUPPORTS WHERE SPANS ARE 48 INCHES OR GREATER. 4-1Od BOX(3"x 0.128");OR 16 TOP OR BOTTOM PLATE TO STUD 4-3"x 0.131"NAILS D. 4-FOOT BY 8-FOOT OR 4-FOOT BY 9-FOOT PANELS SHALL BE APPLIED VERTICALLY. 3-I6d BOX(3y"x 0.135");or E. SPACING OF FASTENERS NOT INCLUDED IN THIS TABLE SHALL BE BASED ON TABLE R602.3(2) 2-I6d COMMON(3"x 0.162");or END NAIL 3-16d BOX M x 0.128");or F. WHERE THE(ULTIMATE DESIGN WIND SPEED IS 130 mph OR LESS, NAILS FOR ATTACHING WOOD STRUCTURAL ROOF SHEATHING TO GABLE END WALL FRAMING SHALL BE SPACED 6"OIN CENTER. WHERE THE ULTIMATE DESIGN WIND SPEED IS GREATER THAN 130 mph,NAILS FOR ATTACHING PANEL ROOF SHEATHING TO INTERMEDIATE SUPPORTS 3-3"x 0.131"NAILS SHALL BE SPACED 6"ON CENTER FOR MINIMUM 48-INCH DISTANCE FROM RIDGES,EAVES,AND GABLE END WALLS;AND 4 INCHES ON CENTER TO GABLE END WALL FRAMING. 3-IOd BOX(3 V2"x 0.128");or G. GYPSUM SHEATHING SHALL CONFORM TO ASTM C 1396 AND SHALL BE INSTALLED IN ACCORDANCE WITH GA 253. FIBERBOARD SHEATHING SHALL CONFORM TO ASTM C 208. NO. DATE ISSUED TO 7 TOP PLATES,LAPS AT CORNERS AND INTERSECTIONS 2-I6d COMMON(3 Y2"x 0.162");or FACE NAIL 3-3"x 0.131"NAILS H. SPACING OF FASTENERS ON FLOOR SHEATHING PANEL EDGES APPLIES TO PANEL EDGES SUPPORTED BY FRAMING MEMBERS AND REQUIRED BLOCKING AND AT FLOOR PERIMETERS ONLY. SPACING OF FASTENERS ON ROOF SHEATHING PANEL EDGES APPLIES TO PANEL EDGES SUPPORTED BY FRAMING MEMBERS AND REQUIRED BLOCKING. BLOCKING OF ROOF (1) 03/12/2018 BID SET 3-8d BOX(2y"x 0.1 13");or OR FLOOR SHEATHING PANEL EDGES PERPENDICULAR TO THE FRAMING MEMBERS NEED NOT BE PROVIDED EXCEPT AS REQUIRED BY OTHER PROVISIONS OF THIS CODE. FLOOR 18 I"BRACE TO EACH STUD AND PLATE 2-8d COMMON(2y"x 0.131");or FACE NAIL PERIMETER SHALL BE SUPPORTED BY FRAMING MEMBERS OR SOLID BLOCKING. (2) 04/06/2018 PERMIT SET 2-1 Od BOX(3"x 0.128");or I. WHERE A RAFTER IS FASTENED TO AN ADJACENT PARALLEL CEILING JOIST IN ACCORDANCE WITH THIS SCHEDULE,PROVIDE TWO TOE NAILS ON ONE SIDE OF THE RAFTER AND 2 STAPLES I 4" TOE NAILS FROM THE CEILING JOISTS TO TOP PLATE IN ACCORDANCE WITH THIS SCHEDULE. THE TOE NAIL ON THE OPPOSITE SIDE OF THE RAFTER SHALL NOT BE REQUIRED. 3-8d BOX(2y"x 0.1 13");or 2-8d COMMON(2 y"x 0.131");or TABLE R602.3(3) 9 I"x 6' SHEATHING TO EACH BEARING 2-I Od BOX(3"x 0.128");or FACE NAIL REQUIREMENTS FOR WOOD STRUCTURAL PANEL WALL SHEATHING USED TO RESIST WIND PRESSURES a,b,c 2 STAPLES, I"CROWN 16 GA., I 4"LONG 3-8d BOX(24"x 0.1 13");or MINIMUM WOOD MINIMUM MAXIMUM WALL ULTIMATE DESIGN MINIMUM NAIL PANEL NAIL SPACING WIND SPEED Vult (MPH) 3-8d COMMON(2 y"x 0.131');or STRUCTURAL NOMINAL PANEL STUD SPACING 3-IOd BOX(3"x 0.128");or PENETRATION PANEL SPAN THICKNESS (INCHES) EDGES FIELD WIND EXPOSURE CATEGORY 3 STAPLES, I"CROWN, 16 GA., I 4"LONG SIZE (INCHES) RATING (INCHES) (INCHES O.C.) (INCHES O.C.) B C D DATE DRAWN BY 20 1"x 8"AND WIDER SHEATHING TO EACH BEARING WIDER THAN I"x 8" FACE NAIL 6d COMMON 09 JANUARY 2018 4-8d BOX(2y"x 0.1 13");or (2.0"x 0.113") 1.5 24/0 Y8" 16 6 12 140 115 110 SCALE REVIEWED BY 3-8d COMMON(2Y2'x 0.131");or 8d COMMON 16 6 12 170 140 135 N.T.S. 3-1 Od BOX(3"x 0.128");OR 75 24/16 1. 7 " 4 STAPLES, I"CROWN, 16 GA., I 4"LONG (2.5"x 0.131") 6 24 6 12 140 115 110 PROJECT NO. &TITLE HERMER-CAMPO RESIDENCE FLOOR FOR SI: I INCH=25.4 mm, I MILE PER HOUR=0.447 m/s: 4-8d BOX(2y"x 0.1 13");or A. PANEL STRENGTH AXIS PARALLEL OR PERPENDICULAR TO SUPPORTS. THREE-PLY PLYWOOD SHEATHING WITH STUDS SPACED MORE THAN 16"ON CENTER SHALL BE APPLIED WITH 21 JOIST TO SILL,TOP PLATE OR GIRDER 3-8d COMMON(2y"x 0.131");or TOE NAIL PANEL STRENGTH AXIS PERPENDICULAR TO SUPPORTS. DRAWING TITLE 3-1 Od BOX(3"x 0.128");or B. TABLE IS BASTED ON WIND PRESSURES ACTING TOWARD AND AWAY FROM BUILDING SURFACES IN ACCORDANCE WITH SECTION R301.2. LATERAL BRACING REQUIREMENTS SHALL 3-3"x 0.131"NAILS BE IN ACCORDANCE WITH WITH SECTION R602.10. 8d BOX(2y"x 0.131") 4"O.C.TOE NAIL Nailing Schedule C. WOOD STRUCTURAL PANELS WITH SPAN RATINGS OF WALL-I6 OR WALL-24 SHALL BE PERMITTED AS AN ALTERNATE TO PANELS WITH A 24/0 SPAN RATING. PLYWOOD SIDING RATED 16 O.C.OR 24 O.C.SHALL BE PERMITTED AS ALTERNATE TO PANELS WITH A 24/16 SPAN RATING. WALL-I6 AND PLYWOOD SIDING 16 O.C.SHALL BE USED WITH STUDS 22 RIM JOIST,BAND JOIST OR BLOCKING TO SILL OR TOP PLATE 8d COMMON(24"x 0.1 13");or SPACED NOT MORE THAN 16"ON CENTER (ROOF APPLICATIONS ALSO) IOd BOX(3"x 0.128");or 6"O.C.TOE NAIL DRAWING NO. 3"x 0.131"NAILS 3-8d BOX(2 y"x 0.1 13");or 23 1"x 6"SUB-FLOOR OR LESS TO EACH JOIST 2-8d COMMON(2 y"x 0.131");or FACE NAIL 3-1 Od BOX(3"x 0.128");or A4 ,91 2 STAPLES, I"CROWN, 16 GA., I Y4'LONG Paul Rice Architecture WOOD BEAM W 0 GIRDER N � 0 f BLOCKING ' m� STEEL PLATE U 5 W N o JOIST OIST STEEL COLUMN .-> 00 METAL STRAP HANGER .--� 6 �; ►�i O N METAL STRAPS 5 • �1-z•I/ 6 00 . 4 5 5 W a; C.� (n cPICA TYL JOIST HANGER METAL STRAP STEEL COLUMN N 00 v NOT TO S OCALE STEEL PLATE ° v CONCRETE PIER ° NOTE: THIS HOUSE HAS BEEN PREPARED USING PRESCRIPTIVE DESIGNa `t a WALL SHEATHING NAILING SCHEDULE WIND DESIGN LOAD = 130 MPH FOR THREE SECOND GUST EXPOSURE RAFTER 4' a ZONE "B" Zone 5 Zone 6 U � FIELD 12"O.C. 12"O.C. SILL PLATES METAL STRAPS VERTICAL RE-BAR IN POURED CONCRETE FOUNDATION AS (FOLLOWS: �'.I C'r) OPORCH BEAM / COLUMN ANCHOR EDGE 6"O.C. 6"O.C. 8'-0" HIGH FOUNDATION WALL - #5 REBAR @ 48" O.C. ,� 8 NOT TO SCALE 9'-0" HIGH FOUNDATION WALL - #5 REBAR @ 48" O.C. STUD WALL ALL�"EXTERIOR PLYWOOD WALL SHEATHING TO 10'-0" HIGH FOUNDATION WALL - #6 REBAR @ 48" O.C. BE SECURED WITH 6D COMMON NAILS-2"x 0.1 13" (D METAL STRAPS PATTERN AS INDICATED ABOVE ANCHOR BOLT RAFTER / )LATE / STUD CONNECTION 42"O.C. S� n 2 I2"FROM CORNERS �O I—'4 ° o• b o�. � SIMPLIFIED WALL SHEATHING NAILING SCHEDULE r3 ct NOT TO SCALE o� °r 12 o• e' �°' NOT TO SCALE U o � o • o X UP TO 4'-0"USE 2Y2"-#6 WD SCREWS @ 16"O.C. ct n UP TO 6'-0"USE 2Y2"-#6 WD SCREWS @ 12"O.C. o UP TO 8'-0"USE 2Y2"-#6 WD SCREWS @ 9"O.C. co ° HE, & POST TIE DOWNS g. 0=N01° WALL STUD TO SCALE ° 3 U o Nt 3 1 3 3 1 3 FLOOR JOIST 0 ARC/-//;" METAL STRAPS o �C` P�yFtOLL SCF CJ GLUE AND SCREW 5/4 X 6 MULLION/ASTRAGAL f--� RAFTER PRIOR TO INSTALLATION. USE 11/4"WOOD Q • SCREWS FROM PLYWOOD SIDE @+/-9"O.C. 3 � f.. Y O BLOCKING WALL STUD ° "ATE OF N 3 ° SINGLE WINDOW NO. DATE REVISION METAL STRAPS RIDGE BEAM MULTIPLE UNIT ON SITE READY INSTALLATION PLYWOOD PANEL DETAILS HIP ROOF PLAN: 10 TO 30 DEGREES O @.nFTER STRAPSNOTTOSCALTO SCALE 'I 'I - - I, 4' , 4' 4' 4' STUD STRAPS @ SECOND FLOOR BOX EXTERIOR WALL MATERIAL �—' - -+ + ONOT TO SCALE 3 2 2 3 3 2 3 3 2 3 x a&— FASTENERS AS NOTED 771 IN SCHEDULE NO. DATE ISSUED TO 2 1 1 2 2 1 2 2 1 2 (2) 04/06/2018 PERMIT SET 0 ® ® 3 2 2 3 3 2 3 3 2 El 'o ANCHOR BOLTS PLYWOOD AS NOTED GABLE ROOF PLAN: 0 TO 10 DEGREES GABLE ROOF PLAN: 10 TO 45 DEGREES CARRIAGE BOLTS .0 2 x 12 CCA GIRDERS � �' DATE DRAWN BY ' WINDOW GLASS 09 JANUARY 2018 SCALE REVIEWED BY ZL ROOF SHEATHING NAILING SCHEDULE N.T.S. PROJECT NO.&TITLE WOOD POST • � ANCHOR BOLTS ° Zone I Zone 2 Zone 3 Zone 4 HERMER-CAMPO RESIDENCE 0 POST ANCHOR FIELD 3"O.C. 12"O.C. 3"O.C. 4"O.C. FRONT VIEW °.• WINDOWSILL 1/2"PLYWOOD WITH DRAWING TITLE • .' ''�', "' EDGE 4"O.C. 6"O.C. 3"O.C. 4"O.C. s 1"#6 SCREWS EVERY 6" IN FIELD AND EVERY 4" CONCRETE PIER AT INTERIOR EDGES ALL Y2" EXTERIOR PLYWOOD ROOF SHEATHING TO Strapping ° p • 2'-0" 4'0" BE SECURED WITH 8D COMMON NAILS 2 Y"x 0.131" pp g Details MASONRY WALL ;..• PATTERN AS INDICATED ABOVE �.: 4'-0" 2'-0" FOR ADDITIONAL STRUCTURAL NAILING REQUIREMENTS, REFER TO TABLE 602.3(I) - FASTENING SCHEDULE OF THE DRAWING NO. 2 X 4 WITH 2015 INTERNATIONAL RESIDENTIAL CODE ON NEXT PAGE. A492 . TOP VIEW 3"#8 SCREWS EVERY 9" G)==N DECK RAILING / POST ANCHOR &=N FIRST FLOOR & SILL ANCHORS I 0 1/2" PLYWOOD PANELS I PLYWOOD STORM PANEL SHUTTER DETAIL 13 SIMPLIFIED ROOF SHEATHING NAILING SCHEDULE T T SC O NOT TO SCALE O SCALE : I-I/2" = I'-0" ONOT TO SCALE O O S OT TO SCALE Paul Rice Architecture " " Z" 8 a 8 W 4 2 4 (4)e. I" X010 STAINLE55 5TEEL PLAT HEAD 50REW � I ON ® v cv 5TEEL PLAT HEAD 50REW (4) I" X X10 STAINLE55 Z"xZ" xY4" 5TAINLE55 STEEL W - 0 x Z" STAINLE55 STEEL P05T " " " f' N" P05T WELDED TO 3y2 x Z xy4 > 010 WELDED TOZ" x 2 x y4 THICK STEEL GAP PLATE .� 5TANLE55 STEEL GAP PLATE °o U POST CAP PLATE DETAIL POST CAP PLATE DETAIL U pa w 0=,LINNTERMEDIATE SCALE: 3"_ "l'-0" O SCALE:3"= 1'-0" " N 00 ct Z x 4 MAHOGANY RAIL GAP w/ Z" WIDE x y2" DEEP CONTINUOUS DADO oc (4) 1"X 010 STAINLE55 ) 1" X,010 5TAINI-555 » x •�Q-4 5TEEL PLAT HEAD SCREW 5TEEL PLAT HEAD SCREW et�� 1••� xi a � tn U In 7 O N a/ C) O y2"x Z" 5TAINLE55 5TEEL PO5T ^ 0 O WELDED TO Z" x Z"x y4" • - - ^ , 5TAINLE55 5TEEL GAP PLATE E ct N 2" x Z" zy4" THICK 5,TAINLE55 `�� U c 5TEEL P05T • - - c y4' 5TAINLE55 5TEEL GABLE 4 t�dJ O Y4" 5TAINLE55 5TEEL GABLE - - �,� U 5TAINLE55 5TEEL -- 5ET 5CREW5 t�dJ �dJ ® m-A- 4 MAHOGANY DECKING • — — RROLL R/CF —-—-—-—-—- I e SECURE P05T WITH ly"x ly" z A5 REQUIRED 50LID 5TEEL I 1 as Y z 4 y2" x y4" THICK STAINLE55 5TEEL �-� 5LEEVE P05T I y" x I y" x 6" _i• iv 5TEEL Z Z I 5TEEL BA5E PLATE 5ET 5CREW5 ---------- BLOCK WELDED Tn SA5E PLATE I • I s OVER 5TEEL BLOCK b It BLOCK WELDED TO BASE PLATE 1 I Ky;- � I I q T 01e09N�� E OF ✓/4" DEEP DADO AT 15A5E PLATE 4°x '✓/ " LAG BOLTS 3 " " 3 " 4"x 3/8" LAG BOLT5 3"x 5 y2"x y4" 5TEEL BA5E PLATE S 4 x /8 LAG BOLTS 4 x 3/S LAG DOLTS NO. DATE REVISION 4 x /8 LAG BOLTS 2 x 8 PRESSURE TREATED � I z (o CLEAR CEDAR RIPPED A5 = BETWEEN 5LEEPER5 REQUIRED -COORDINATE WITH FIRST 5TAIR RI5ER Z X 10 PRE55URE TREATED 5LEEPER5 RIPPED TO LEVEL DECK Z x 8 PRESSURE TREATED RIM J015T EP.D.M. RUBBER MEMBRANE OVER Z x 3 PRE55URE TREATED 3/4"G.D.X. PLYWOOD GLUED AND NAILED Z 2 I z IZ CLEAR CEDAR I z Z PRESSURE TREATED Z DATE ISSUED TO IN Z° x 2" x y4" THICK 5TAINLE55 l.. Z N (1) 03/12/2018 BID SET 5TEEL P05T SLEEVED 0VER LAG BOLTS HALF ROUND GUTTER "x "LAG I yZ x I VZ x 5 SOLID STEEL BLOCK. 4 3/8 BOLT5 WELD BLOCK TO BASEPLATE ( ) 4 06/2018 PERMIT SET 2 x lo'g RIPPED FROM °J y4" DOWN 4" x 3/S" LAG 1501-T5, I ( �`i TO I" -ATTACH TO TOP OP T.J.I. I z 8 CLEAR CEDAR WITH P.L.PREMIUM CONSTRUCTION IN IN O ADHESIVE AND NAIL DOWN. I yZ" x 1,V7" x 5"50LIP 5TEEL -;15A Ito,O O - O O BLOCK WELDED TO BA5E PLATE O O -- I(0" SERIES 5(00 FLOOR " x 4 " x " THICK " x " x " 3 x 5y2" x JOISTS Ca IZ" ON CENTER y2" x 2y2" BLOCKING 3 y2 y4 3 5 y2 y4 5TEEL BASE PLATE 5TEEL BASE PLATE 5TEEL BASE PLATE y2" x Z" 5TAINLE55 5TEEL POST y2"G.D.X. PLYWOOD 5HEATHING DATE DRAWN BY 09 JANUARY 2018 WELDED TO BASE PLATE IN SCALE REVIEWED BY 3/4" VERTICAL 51DING TO MATCH E45TIN9 3"= 1 -O" PROJECT NO.&TITLE HERMER-CAMPO RESIDENCE O4 INTERMEDIATE POST BASE PLATE DETAILS 3 TYPICAL POST BASE PLATE DETAILS DRAWING TITLE SCALE: 3 - 1 -0 O SCALE. 3 - 1-0 o Cable Railing Details 5/q x 3 PRE55URE TREATED LATH ATTACHED TO FOUNDATION WALL DRAWING NO. CABLE RAILING & DECK FASCIA & GUTTER DETAIL ' @== SCALE:3" Paul Rice Architecture