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1633 Selva Marina Dr RESO20-0020 Permit PacketOWNER:ADDRESS:CITY:STATE:ZIP: FERGUSON MICHAEL ALAN 1633 SELVA MARINA DR ATLANTIC BEACH FL 32233-5615 COMPANY:ADDRESS:CITY:STATE:ZIP: Eastern Shores Construction 1015 Atlantic Boulevard #240 Atlantic Beach FL 32233 TYPE OF CONSTRUCTION: REAL ESTATE NUMBER:ZONING:BUILDING USE GROUP:SUBDIVISION: 171993 0000 SELVA MARINA UNIT 05 JOB ADDRESS:PERMIT TYPE:DESCRIPTION: VALUE OF WORK: 1633 SELVA MARINA DR RESIDENTIAL OTHER SINGLE OR TWO FAMILY RESIDENTIAL OTHER construct carport $29000.00 LIST OF CONDITIONS Roll off container company must be on City approved list . Container cannot be placed on City right-of-way. 1 PUBLIC WORKS EROSION CONTROL INSTALLATION INFORMATIONAL Notes: Full erosion control measures must be installed and approved prior to beginning any earth disturbing activities. Contact the Inspection Line (904-247- 5814) to request an Erosion and Sediment Control Inspection prior to start of construction. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. MUST CALL INSPECTION PHONE LINE (904) 247-5814 BY 4 PM FOR NEXT DAY INSPECTION. ALL WORK MUST CONFORM TO THE CURRENT 6TH EDITION (2017) OF THE FLORIDA BUILDING CODE, NEC, IPMC, AND CITY OF ATLANTIC BEACH CODE OF ORDINANCES . ALL CONDITIONS OF PERMIT APPLY, PLEASE READ CAREFULLY. 1 of 2Issued Date: 11/10/2020 PERMIT NUMBER RESO20-0020 ISSUED: 11/10/2020 EXPIRES: 5/9/2021 RESIDENTIAL OTHER PERMIT CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 FEES DESCRIPTION ACCOUNT QUANTITY PAID AMOUNT BLDG 2ND PLAN REVIEW FEE 455-0000-322-1006 0 $50.00 BLDG 3RD PLAN REVIEW FEE 455-0000-322-1006 0 $75.00 BUILDING PERMIT 455-0000-322-1000 0 $200.00 BUILDING PLAN CHECK 455-0000-322-1001 0 $100.00 PW REVIEW BUILDING MOD OR ROW 001-0000-329-1004 0 $25.00 STATE DBPR SURCHARGE 455-0000-208-0700 0 $6.38 STATE DCA SURCHARGE 455-0000-208-0600 0 $4.25 ZONING REVIEW SINGLE AND TWO FAMILY USES 001-0000-329-1003 0 $100.00 TOTAL: $560.63 2 PUBLIC WORKS ON SITE RUNOFF INFORMATIONAL Notes: All runoff must remain on-site during construction. 3 PUBLIC WORKS POST CONSTRUCTION TOPO SURVEY INFORMATIONAL Notes: If on-site storage is required, a post construction topographic survey documenting proper construction will be required. All water runoff must go to retention area and retention overflow must run to street. 4 PUBLIC WORKS ROLL OFF CONTAINER INFORMATIONAL Notes: Roll off container company must be on City approved list. Approved list can be obtained at the Building Department at City Hall. Roll off container cannot be placed on City right-of-way. 5 PUBLIC WORKS RIGHT OF WAY RESTORATION INFORMATIONAL Notes: Full right-of-way restoration, including sod, is required. 6 PUBLIC WORKS RUNOFF INFORMATIONAL Notes: All runoff must remain on-site. Cannot raise lot elevation. 7 PUBLIC WORKS DECKING REMOVED INFORMATIONAL Notes: All old decking and debris must be removed from job site by Contractor. 2 of 2Issued Date: 11/10/2020 PERMIT NUMBER RESO20-0020 ISSUED: 11/10/2020 EXPIRES: 5/9/2021 RESIDENTIAL OTHER PERMIT CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 DESCRIPTION ACCOUNT QTY PAID PermitTRAK $560.63 RESO20-0020 Address: 1633 SELVA MARINA DR APN: 171993 0000 $560.63 BLDG SUBSEQUENT PLAN REVIEW FEES $125.00 BLDG 2ND PLAN REVIEW FEE 455-0000-322-1006 0 $50.00 BLDG 3RD PLAN REVIEW FEE 455-0000-322-1006 0 $75.00 BUILDING $200.00 BUILDING PERMIT 455-0000-322-1000 0 $200.00 BUILDING PLAN REVIEW $100.00 BUILDING PLAN CHECK 455-0000-322-1001 0 $100.00 PUBLIC WORKS PLAN REVIEW $25.00 PW REVIEW BUILDING MOD OR ROW 001-0000-329-1004 0 $25.00 STATE SURCHARGES $10.63 STATE DBPR SURCHARGE 455-0000-208-0700 0 $6.38 STATE DCA SURCHARGE 455-0000-208-0600 0 $4.25 ZONING PLAN REVIEW $100.00 ZONING REVIEW SINGLE AND TWO FAMILY USES 001-0000-329-1003 0 $100.00 TOTAL FEES PAID BY RECEIPT: R14079 $560.63 Printed: Tuesday, November 10, 2020 2:37 PM Date Paid: Tuesday, November 10, 2020 Paid By: Eastern Shores Construction Pay Method: CREDIT CARD 393917405 1 of 1 Cashier: CG Cash Register Receipt City of Atlantic Beach Receipt Number R14079 1 IMPORTANT PERMIT AND INSPECTION NOTES BUILDING. 1. The City Sea Turtle Protection Ordinance applies where land either has frontage on Beach Avenue, the Cloister Condominium, or is located eastward of Seminole Road from 20th Street northward to the City Limits. 2. No fill dirt can be delivered without prior approval from Public Works. Per COAB, 24-68. 3. The bottom of all foundation footings must be minimum 12 inches below existing grade, per COAB, 24-68 and FBC-B, Section 403.1.4. Site conditions may require footings to be deeper or higher above finished grade. Please review COAB Bulletin 1-16 to ensure minimum Finished Floor Elevation (FFE). 4. Fill dirt inside foundation walls must be compacted in 8-inch lifts, per FBC-R506.2.1. Please submit compaction tests, from a third-party testing agency, for every 16 inches of fill or fraction thereof. 5. At Final Inspection, a 6-inch clearance between exterior wall coverings and final grade (top of sod or mulch) will be required, per FBC-R318.7. Please plan FFE and lot grading accordingly. 6. Where questionable soils are found, during inspection, soil and compaction tests may be required, per FBC- R401. 7. Please provide a form-board or stem wall elevation form, from a licensed surveyor, for slab inspection. 8. Please review COAB Bulletin 2-18 to determine if a survey with setbacks and dimensions to property lines is required for slab inspection. 9. The placement and protection of steel reinforcement (Rebar) must comply with FBC-R606 (Masonry) and R608 (Concrete), including required Standard Hooks at top and bottom of vertical rebar. 10. Inspections: a. In-Progress Inspections are required for Exterior Siding and Window and Door Inspections and should be scheduled for the first day of work. b. A Scratch-Coat Inspection is required for stucco work. If you intend to apply a double-up, brown- coat, please call the Building Department to schedule a same-day Scratch-Coat Inspection. c. All roofing projects require an In-Progress Inspection, Residential and Commercial. d. The roof must be complete and the building dried in before scheduling rough trades inspections. 11. The joint tape for ZIP Board products is considered the dry-in or House Wrap for the building and must be inspected before covering over. All holes and penetrations in the sheathing and overdriven nails must be sealed. 12. Please post the building permit documents in a conspicuous location, before start of construction, including the Building Permit, Notice Of Commencement (NOC), and Construction Site Management Plan. The Police Department may review the management plan for compliance and parking. 13. Blocking any sidewalk or street is prohibited without prior approval from the Police Department and City Manager. 2 14. All work must match the approved plans. All changes to the approved plans must be re-submitted for plan review and approved before it can be inspected. Building inspectors are not authorized to approve changes to the approved plans in the field. (See Mechanical) 15. Where excavation is required for new construction, the provisions of FBC-B, Section 3307 will apply, including a 10-Day prior notice to adjoining property owners and protection of adjoining properties. Where the excavation exceeds 24 inches, temporary retaining walls must designed by the Engineer Of Record (EOR) and installed during or immediately after excavation. EXISTING BUILDINGS – REMODELS, RENOVATIONS, ADDITIONS, CHANGE OF OCCUPANCY. 1. Existing buildings are reviewed and permitted under the Florida Building Code-Existing Buildings (FBC- EB). The applicant must specify the method of compliance, per FBC-EB 301.1, and include that information on the plans, with the Design Criteria and Code Analysis. 2. The requirements for the method specified will be found in the corresponding FBC-EB Chapter. 3. When it is discovered during construction that the Compliance Method is not correct, or the project has expanded into another Compliance Method, revised plans will be required to update the Permit. No inspections will be conducted until the approved revisions are on site. 4. Any wall opened by removing interior or exterior wall coverings is considered a Work Area, and current provisions for Energy Conservation, including weatherproofing and insulation will apply. 5. Building inspectors are not authorized to approve changes to the approved plans in the field. ROOFING. a. The roof sheathing for all new construction must remain uncovered until the Roof Sheathing Inspection is approved. b. All roofing projects require an In-Progress Inspection. c. Sheathing installation and replacement guidelines per APA. d. Underlayment must conform to FBC-R Table 905.1.1 e. Shingles must conform to ASTM D3161 G or H, or ASTM D7158 F ELECTRICAL. 1. Electrical work must comply with the provisions of the 2014 NEC. 2. Anti-Oxidant Compound is required on all exterior aluminum wiring connections, unless the Listing Approval Documents for the conductors and the termination points, at each end, specifically allow connection without the compound. (Three documents will be required) PLUMBING. 1. Water supply and drain pipes must be insulated outside of conditioned areas, per FBC-R, P2603.5. 2. Where the entire sanitary drainage system is replaced, the existing building drain and building sewer 3 must be internally examined to verify proper size and slope and that piping is not broken or obstructed, per FBC-R, P2502.1. 3. COAB requires an additional sewer cleanout near the sewer tap with a T-1 concrete box for protection. 4. Water service piping must be properly supported and covered by a minimum of 12 inches of soil, per FBC-R, P2604.3. MECHANICAL. 1. All equipment and duct work must match the approved plans and Energy Sheets. The Manual S is the approved duct plan, and the as-built duct work must match the approved plans, or a revised Manual S or equivalent must be submitted for review. An equivalent must include duct and trunk layout and sizes, available static pressure, actual air flow, and total effective length, signed by the Mechanical Contractor with State License Number. FUEL GAS. 1. Fuel gas systems from the regulator to the appliances must comply with the FBC-Gas. 2. LP gas storage systems and outside piping must comply with NFPA 58. 3. All underground gas piping and tubing must be buried with 12-inches of cover. 4. CSST gas piping must comply with the manufacturer’s installation instructions and terms of approval. 4 01/23/20, 02/13/20 Page 1 of 2 CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 (904) 247-5800 BULLETIN 2-18 To: All Permit Applicants. From: Dan Arlington, CBO City Building Official Date: May 9, 2018 Re: PRE-CONSTRUCTION, FORM BOARD, AND FINAL POST- CONSTRUCTION SURVEYS REQUIRED. Per COAB, Section 24-66(a), a PRE-CONSTRUCTION TOPOGRAPHICAL SURVEY and a POST- CONSTRUCTION TOPOGRAPHICAL SURVEY are required for any new development. Sec. 24-66. - Stormwater, drainage, storage and treatment requirements. (a) Topography and grading. All lots and development sites shall be constructed and graded in such a manner so that the stormwater drains to the adjacent street, an existing natural element used to convey stormwater (see section 22-303, definitions: Stormwater management system), or a city drainage structure after meeting onsite storage requirements, as set forth within this section. The city shall be provided with a pre-construction topographical survey prior to the issuance of a development permit and a post-construction topographical survey prior to the issuance of a certificate of occupancy. Elevations in all topographic surveys will be referenced to NAVD 1988. Said surveys shall be prepared by a licensed Florida surveyor, and the requirement for either or both surveys may be waived by the director of public works if determined to be unnecessary. 1. A pre-construction topographical survey must be provided with the building permit application for any new development over 250 square feet. 2. A site survey, showing Finished Floor Elevation (FFE), Building Restriction Lines (BRL), and distances to property lines must be on site for the Slab Inspection, where the proposed structures are less than 0.5 feet from any BRL. NOTE: A Form Board Elevation Certificate, signed by a licensed surveyor, may suffice, where the proposed structures are greater than 0.5 feet from all BRLs. (Blank Form Board Certificates are provided by the City) 3. A final post-construction topographical survey must be provided before the Final Inspections can be scheduled. Page 2 of 2 The surveys must be original document; prepared by a licensed surveyor; signed, sealed, and dated; drawn to scale; and should be of sufficient size and clarity to indicate the location, nature, and extent of the new work and the existing structures on the site. The surveys must also show the locations and dimensions of the following: all impervious surfaces, pavers (new and previously existing, not removed by construction), setbacks, distances from lot lines, finished floor elevation, street address, site drainage patterns, and established finished grades. Where on-site stormwater retention is required, elevations must be shown to fully define the retention areas. All elevations should reference NAVD 1988 and the elevation and location of the benchmark for the survey should be indicated. If the structure is located in a flood zone, please provide finish floor elevations for all floor levels, including garages, enclosures, and habitable spaces. Additionally, a preliminary FEMA Elevation Certificate is required before the slab is poured and a final Elevation Certificate is required before final C.O. inspection, per FEMA and NFIP Guidelines. Other features to be shown include flood zone boundary lines, base flood elevations (BFE), flood ways, the Coastal Construction Control Line (CCCL), all easements, storm water retention areas, all storm water requirements of COAB, Land Development Regulations, Section 24-66 and any other development features. All fill dirt must be approved by Public Works before delivery. The pre-construction, form board, and final post-construction surveys are important documents for ensuring adequate drainage throughout neighborhoods, code compliance, and archiving this information in the permanent record. We appreciate your cooperation in this matter. DJA 5/9/2018, 10/02/2018 Building Permit Application City of Atlantic Beach Building Department 800 Seminole Road, Atlantic Beach, FL 32233 Phone: (904) 247-5826 Email: Bulldin g-De p t@coab.us Upd Clttd J O/9/18 "All INFORMATION HIGHLIGHTED IN GRAY IS REQUIRED. Job Address : -,-1--,c..,,-3L..~<-~).:::v\,-,--,.;,-,t..,,--,y/I::..:.:t-=<"..:.' -,-~-=t...=-_'U:::...:.r....:~",v" ..... ",-__ Permit Number: _________ _ ('" ~'H"-b d St.-I".; V1 y : ...... v,.:J,-"kS'm \1'';53-00 00 , Heated!CooledSF ____ Non. Heated/Cooled $"'1 L.. Legal Description k<>.y Valuation 01 Work (Replacement Cost) $ a"'l , 0 '4 0 • Class 01 Work : DNew DAddltlon CMlteratlon DRepalr DMove DDemo DPool DWlndow/Ooor • Use of existing/proposed structure(s): DCommercl al -t:rRe"sidentlal • If an existing structure, Is a fire sprinkler system Installed?: DYes ~ • I t e r 0 'arc with (0 os r ct? Describe In detail the type of work to be performed: _ \ h. , 1'( ......... (.L,r f' r ~ Florida Product Approval # for multiple products use product approval lorm Pro erl Owner Infor allon Name ~~ m/t/,V'.;/,-J Address It n 5t'2!.0--fl1jJt.I41'K/ ,.ht . /Jt IU?L r LL 31 City t!. I-state ~Zip "2 l 1,2 '3 Phone "'<-'-t, 't-c1 'I~I <- E·Mall IF. Co ..<-1 ' Owner or Agent (If Agent, Power of Attorney or Agency Letter Requlred)_-'''''','''V,== ____________ _ Contractor Information Name of Company f ..... .,h,'" 5\'.,<., (.bt\\\-. -:I:.c.. Qualifying Agent 11.. t" <..f'l.-\ "':'lII.!A'" d .. _ Address It> \'>' !>:«\ ..... h" l;!>\vl. S"\~ .. v-\. City I)(Id""'H" g.,. State n. Zip 11,.1.)1 Office Phone '.:--:, Job Site Contact Number '" • .., -s"< ... • 'tll'lv State Certification/Reglstratlonj # 9 l..(J S" ~ ... '3' E-Mail ' .. .r-l.-\.. .. ".c.. I- Architect Name & Phone # "''' CA:Z fA \5u~ \ \ I'l...> 1..", ~... po.,.. '3"'-\ () " t- Eng ineer's Name & Phone # L. oM ,,-v-<-, 1..-14 u.' -w. <:;'lr-N'..: f'L. ~ Workers Compensation Insurer OR Exempt ""-Expiratlon Date ~4-='+''''-1.-- Applicat10n Is hereby made to obtain a permit to do the work and installations as Indicated . I certify that no wor k or ins allatloo has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all the laws regulating construction In this jurisdiction, I understand that a separate permit must be secured lor ElECTRICAL WORK, PLUMBING, SIGNS, WElLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc , NOTICE : In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found In the public records of this county, and there may be additional permits required from other governmental entities such as water management d is tricts, state agenc ies, or federal agencies. OWNER'S AFFIDAVIT: I cert i fy that all the foregoing Information is accurate and that all work w ill be done In compliance with all applicable laws regulating construction and lonlng. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR P YING TW CE FOR IMPROVEMENT TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINA I )I~, CO ULT WITH YOUR LEND R OR AN ATTORNEY BEFORE 6TI E COMMENCEMENT. (S;~wyre of Contractor)- \\\ 1111 /J and sWO('l'" ~M,\;~ll\)re me this _,_ day of ... "'~~' .... : -~.~ ~... My Comm Expires E -:. Apr 5, 2021 .: (J ersooall y Kt1P W ~_~.~ ...... [ 1 Pro duced IdeIfMf,~~TON(~~<;'~" Type of Ident l ficatl o ~(L! ... f':;?TF~f ?~f:,:P4" \\..:'_' _______ _ (~Son a ll y K;:~~;~~;":''!~I~~~~,' I ] Prod uced ~? Type of Identification : -"-LJ'H-'n'';+<>l!-'-------- Category/Subcategory Man ufacturer Product D escription Limitat ion of Use State # local # C. PANEL WAll 1. Sidi ng 2. Soffits 3. EIF S 4. Sto re f ro nts S. Cu rtain walls 6. Wall louvers 7. Gla ss block 8. M e mbrane 9. Green house 10. Syn t hetic stu cco 11. Other D. ROOFI NG PRODUCTS 1. Asphalt shingles Gt><'r A-<;p "'4 \ ~ \k .• '11.... f1...1e) \ 'V{ . I 2. Underlayments Q.e.S~tt() \L~\\'" ?.t...u\.:: ~ l.;-\ cv-fL\ 2. ,(..'" -('\ (... 3. Roofing fasteners 4. Nonstr uctu r al metal roof S. Built-up roofing 6. Modifi ed bitumen 7. Single ply roofing 8 . Roofing tiles 9. Roofing insulation 10. Waterproofing 11. Wood shingles/shakes 12. Roofing slate 13. Liquid applied roofing 14. Cement-adhesive coats I 15. Roof tile adhesive 16. Spray applied polyurethane roof 17. Other Page 2 of 4 Updated 10/17/18 Category/Subcategory Manufacturer Product Description limitation of Use State # Local # E.SHUTTERS 1. Accordion 2. Bahama 3. Storm panels 4. Colonial 5. Roll-up 6. Equipment 7. Other F. STRUCTURAL COMPONENTS 1. Wood S-:-t!,,,, I.+\-.'-1 'i: I ~"} '1 , (Dw<..I{"(.oo f1-. '() '-\ :n. -!l. 'F -~j connector/anchor 1-\"> ,~Co Co ~ ,Iotv-z..y Lr1 AIr L..::')~ ft. \ 0 1A'1 (..-(uS" -I-l-S 2. Truss plates M.-IC'ijl.o-Q..'i • L4(..G( 3. Engineered lumber ft..\o(.S">""-(L'i • lhJ'L't: 4. Railing t;. ,o"\'"1<'~ 11.5" L.n- 5. Coolers-freezers 11-\ 0'-'1.'"\(.-(t$" ~]'1 6. Concrete admixtures ~l. \ 0, 51.-\7.. .... l $T"A ,(" 7. Material 1'1 , \ 1 " ~-C1. $" ,)1)"; (. \ ~ " -I.co - 8. In sulation forms 9. Plastics 10. Deck-roof 11. Wall 12. Sheds 13. Other G.SKYUGHTS 1. Skylight .>. \ .. A--" !:> A.,.o $~ \:~~ fi.. \ \'"1 <tlO. 2.- 2. Other , H. NEW EXTERIOR ENVELOPE PRODUCTS 1. 2. ._--- Page 3 of4 Updated 10/17/18 In addition to completing the above list of manufacturers, product description and State approval number for the products used on this project, the Contractor shall maintain on the job site and available to the Inspecto r, a legible copy of each manufacturer's printed specifications and installation instructions along with this Product Approval Sheet. I certify that this product approval list is true and correct to the best of my knowledge. I further certify that use of different components other than the ones listed in this document must be approved by the Building Official. *Contractor Name (Print Name): (/P ~ li \-Lk' V\,e.....,..vJ .0r*Contractor Signature: b.c::=:-:=---____ *CompanyName: S<o-t-uV' S,","(-<"'J ~V-).\-("."·"b *Mailing Address: l" \ r;' kV\ 4-~ L,. \S (" L ( v \ ..f--<-'L '-1. • t *City: ~""\-.c."" b().. *State: £ *Zip Code: ? L L ~ ') *Telephone Number: ~ (, "'\ "~j )' -') ~ '\.. ~ *E-mai l Address: l~ V'R.. S .1....,....,-" I".).J -\-~" ""-..(_J Cell Phone Number: Fax Number: _______________________ _ Page 4 of4 Updated 10/17/18 DOOR CONFIGURATION WEIGHT SPECIAL NOTE : THE DESIGN OF THE SUPPORTING (LBS) STRUCTURAL ELEMENTS SHALL SE THE MODEL DESIGN TOP GLAZING INSUL FINISH RESPONSIB IUlY OF THE PROFESSIONAL OF RECORD FOR THE BUI LDING OR STRUCTURE IN 4301 W4 SOLID EPS WHITE 119 ACCO RDANCE WITH CU RRENT BUILDING CODES. NOTES: IMPORTANT: PL EASE REFERENCE TH E DRAWING NUMBER ON ALL CORRESPONDENCE ~-- 1. DOOR SIZE: 6'-2" X 7'-O ~ 2. DOOR TO BE SU PPllED WITH BRACKET MOU NTED, 2 " GALVANI Z ED STEEL TRACK WITH 2 4" OF BREAKAWAY HIGH LIFT" (STANDARD 5.1. SPRINGING) 3 . CONTRACTOR TO CUT AND/OR PROVIDE ANGLES OR REIN FOR CEMENT TO PROPE RLY SECURE TRACKS, END BEARING PLAT ES, ETC. TO WALL AN D/OR CEIllNG. AO OmONAL DRILLING MAY BE REQUIRED. 4 . TH E LAYOU T SHOWN WAS BAS ED ON AVAILAB LE INFORMATION SUPPLIED BY C LIENT. IT IS THE RESPONSI BILITY OF T HE CON T RACTOR TO MAK E ADJUSTMENTS TO AVOID ANY OBSTRUcnON NOT SHOWN ON THE DRAWING. 5. CONTRACTOR TO FIE LD VERIFY ALL ME ASUREMENTS AND MAKE ADJUSTMEN TS AS NECE SSARY TO SUIT FIELD OR JOB SITE CONDITIONS. 6. VERTICAL DIMENSIONS REFLE CT T RACK RESTING ON FINISHED FLOOR . J 7'~lO i " D400 ~S4 HL DRUM --....... "'" 12" SLOTTED r 90" R15" HORIZONTAL ANG LE PIN 1018095 ? #24 SPLICE .---PIN 0150637 ~ 17" UPPER VERTICAL PIN 1019139 ------#10 SPUCE PIN 0150580 8'~l1S" ~~1.75 . UPPER ANG LE 8 9'-10" 9'-r PIN 1019197 7' " . : . ., ..~ , " . " .. .- " . " < . .. CUSTOMER : D&D GARAGE DOORS I J06: j DRAWN BY: ZDB DATE: 05-13-20 = Clopay~ IMPOR TANT : This document must b e sig ned and APPROVAL SIGNATIJRE/DATE : DC/CSR: re tu rned prior to any fab ri cation. Please reference th is drawing number on all correspon den ce. Tha n k you! DRING CORPORATION ~ ConndentiaVProprietary Information or CLOPAY CORPORATION is co ntained h erein and may DRAWING NUMBER: SPECIAL TRACK not be d isc losed, used, d upllQlted, made ava ilabl e, or 24269 distribu t ed wi thout Its prior con se nt. Fallure to observe RTL200513-04 DESIGN DRAWING this not ice may resu lt in li ability for any damag es o:!.,d SHEET: 1 OF 1 losses res ulting therefrom. RESO20-0020 NEW CARPOTFFE = 13.38REFER TOARCHITECTURALPLAN FOREXACTBUILDINGDIMENSIONSPROPERTYLINE R-TANK -HD DOUBLEMODULE (STORAGEVOLUME = 429 CF). SEEDETAILS ON SHEETC3.013.17'22.67'14.00'8.00'NEW STORAGE FFE = 13.40SEE ARCHITECTURALDWGS22.00'13.18'PROPERTYLINEPROPERTYLINE17.06'10.00'9.38'7.00'EXISTING IRRIGATION WELL 1 2 . 8 1 2 . 8 12.9 1 2 . 9 1 3 . 1 13. 3 N E W C A R P O T F F E = 1 3 . 3 8 N E W S T O R A G E F F E = 1 3 . 4 0 13 . 7 1 13 . 3 6 13 . 2 M E 13 . 3 6 13 . 3 6 1 2 . 6 P R O P E R T Y L I N E PROPERTY LINE R - T A N K B B Y A R D I N L E T G R A T E = 1 2 . 0 I N V . E L = 7 . 1 0 1 2 . 4 1 2 . 6 12. 1 1 2 . 1 A A 2 4 L F O F 6 " P V C @ 0 . 3 % 6 " P V C F O R D O W N S P O U T C O N N E C T I O N ( T Y P - 4 ) . S E E D E T A I L O N S H E E T C 2 . 0 C O I N V = 9 . 0 6 " 4 5 ° E L B O W ( T Y P - 4 ) 6 " W Y E ( T Y P - 4 ) FINISH GRADE SEE PLANSGEOGR I D 17.06' 2 . 0 0 ' 3 . 0 0 ' 2.00'3.00'0.25' MIN.1.00'0.67' 1 0 1.67' (MIN.)10 12 14864 1 0 1 2 1 4 8 6 4 E S T . W . S . W . T . = 5 . 5 ' E L . = 1 0 . 4 2 E L . = 7 . 6 0 U N D E R G R O U N D S T O R A G E ( 4 2 9 C F ) R - T A N K H D D O U B L E M O D U L E B O T T O N = 7 . 6 0 T O P = 1 0 . 4 2 F I N I S H G R A D E S E E P L A N S SECTION "B-B"SCALE =1:2 B E D D I N G M A T E R I A L U N D E R G R O U N D S T O R A G E ( 4 2 9 C F ) R - T A N K H D D O U B L E M O D U L E B O T T O N = 7 . 6 0 T O P = 1 0 . 4 2 E L . = 1 0 . 4 2 B O T T O M E L . = 7 . 6 0 F I N I S H E D G R A D E G E O G R I D 9 . 3 8 ' 2 . 0 0 ' 3 . 0 0 ' 0.25' MIN. 1.00' 0.67' 1.67' (MIN.) 1 0 1 0 1 2 1 4 8 6 4 1 2 8 6 4 E S T . W . S . W . T . = 5 . 5 ' Y A R D D R A I N G R A T E = 1 2 . 0 0 E L . = 7 . 1 0 F I N I S H G R A D E S E E P L A N S 6 " P V C I N V . E L . = 8 . 9 0 6 " P V C S E C T I O N " A - A " S C A L E = 1 : 2 B E D D I N G M A T E R I A L J E F F R E Y E . B E R G E N , P . E . I N D I C A T E D S I T E A N D G R A D I N G P L A N S C 1 . 0 1 - 8 0 0 - 4 3 2 - 4 7 7 0 B E F O R E Y O U D I G ! C A L L S U N S H I N E S T A T E O N E C A L L O F F L O R I D A A T L E A S T T W O F U L L B U S I N E S S D A Y S B E F O R E D I G G I N G O R D I S T U R B I N G E A R T H K n o w w h a t ' s b e l o w . b e f o r e y o u d i g . C a l l R G R A D I N G P L A N LEGEND S C A L E = 1 : 1 0 SITE PLANSCALE=1:20AREA DATA:·LOT AREA = 28,472± SF (0.65 A C ) ·NEW IMPERVIOUS AREA = 598± S F ·EXISTING IMPERVIOUS AREA= 1 0 , 8 2 2 ± S F ·TOTAL IMPERVIOUS AREA = 11 , 4 2 0 ± S F ( 4 0 % L O T C O V E R A G E ) T H I S D R A W I N G N O T R E L E A S E D F O R C O N S T R U C T I O N U N L E S S S O N O T E D A B O V E 1 0 1 7 5 F O R T U N E P A R K W A Y , S U I T E 4 0 3 J A C K S O N V I L L E , F L O R I D A 3 2 2 5 6 F a x : ( 9 0 4 ) 5 1 9 - 7 7 7 6 P h o n e : ( 9 0 4 ) 5 1 9 - 7 7 7 0 E n g i n e e r i n g L i c e n s e N u m b e r : C A 3 2 9 8 7 a n d A s s o c i a t e s G o o d s o n B e r g e n C O N S U L T I N G E N G I N E E R S G B A - 1 6 3 3 S E L V A M A R I N E D R I V E A T L A N T I C B E A C H , F L 3 2 2 3 3 S E P T E M B E R 2 8 , 2 0 2 0 - F E R G U S O N R E S I D E N C E F L . P E # 6 3 0 6 0 D R A I N A G E L E G E N D P A V E M E N T S P O T E L E V A T I O N E X I S T I N G S P O T E L E V A T I O N G R O U N D E L E V A T I O N A P P R O X . E L E V A T I O N - M A T C H E X I S T I N G 1 2 . 8 1 2 . 8 0 1 1 . 6 M E NEW IMPERVIOUS AREA S U R V E Y N O T E S : 1 . B E A R I N G R F E R E N C E : B E A R I N G S H O W N O N R I G H T O F W A Y L I N E H E R E O N I S T H E S A M E A S S H O W N O N T H E A B O V E M E N T I O N E D P L A T . 2 . T H E P R O P E R T Y S U R V E Y E D H E R E O N A P P E A R S T O L I E W I T H I N F L O O D Z O N E " X " A S S C A L E D F R O M T H E F L O O D I N S U R A N C E R A T E M A P S , C O M U N I T Y P A N E L N O . 1 2 0 3 1 C - 0 4 0 9 J , D A T E D N O V E M B E R 0 2 , 2 0 1 8 . 3 . D I S T A N C E S S H O W N T H U S : ( P ) R E F E R T O T H E A B O V E M E N T I O N E D P L A T . D I S T A N C E S S H O W N T H U S : ( M ) R E F E R T O A C T U A L F I E L D . 4 . E L E V A T I O N S S H O W N T H U S : ( X X . X ) A N D R E F E R S T O N O R T H A M E R I C A N V E R T I C A L D A T U M O F 1 9 8 8 ( N A V D 8 8 ) . J E F F R E Y E . B E R G E N , P . E . N T S C O N S T R U C T I O N D E T A I L S C 2 . 0 T H I S D R A W I N G N O T R E L E A S E D F O R C O N S T R U C T I O N U N L E S S S O N O T E D A B O V E 1 0 1 7 5 F O R T U N E P A R K W A Y , S U I T E 4 0 3 J A C K S O N V I L L E , F L O R I D A 3 2 2 5 6 F a x : ( 9 0 4 ) 5 1 9 - 7 7 7 6 P h o n e : ( 9 0 4 ) 5 1 9 - 7 7 7 0 E n g i n e e r i n g L i c e n s e N u m b e r : C A 3 2 9 8 7 a n d A s s o c i a t e s G o o d s o n B e r g e n C O N S U L T I N G E N G I N E E R S G B A - 1 6 3 3 S E L V A M A R I N E D R I V E A T L A N T I C B E A C H , F L 3 2 2 3 3 S E P T E M B E R 2 8 , 2 0 2 0 - F E R G U S O N R E S I D E N C E F L . P E # 6 3 0 6 0 45° BEND 6" (MIN.) SCHEDU L E 4 0 SCHEDULE 40 P V C (SEE ARCH. PLAN S ) DOWNSPOUTTRANSITION BO O T 12" MAXIMUM6" (MIN.) P V C O N 1 . 0 0 % M I N . S L O P E WIRE SCR E E N F O R R O D E N T S PRO P O S E D G R A D E DOWNSPOUT D E T A I L C L A S S " B " 12" H A L F S E C T I O N U N S H E E T E D T R E N C H T Y P E I I C O M P A C T E D , G R A N U L A R B E D D I N G C O M P A C T E D G R A N U L A R M A T E R I A L S H E E T E D T R E N C H H A L F S E C T I O N S H E E T I N G B c + 1 8 " M A X . B c + 1 2 " M I N . B c 1 / 4 B c 4 " M I N . C O M P A C T E D B A C K F I L L C A R E F U L L Y S H A P E D B O T T O M S U I T A B L E U N D I S T U R B E D S O I L H A L F S E C T I O N U N S H E E T E D T R E N C H S H A P E D B O T T O M W / T A M P E D B A C K F I L L C A R E F U L L Y C O M P A C T E D 12" S H E E T E D T R E N C H H A L F S E C T I O N T Y P E I 0 . 5 B c B c + 1 2 " M I N . B c + 1 8 " M A X . S H E E T I N G B c B A C K F I L L B E D D I N G D E T A I L R O O F D R A I N C O L L E C T O R P I P E , R E F E R T O D R A I N A G E P L A N F O R S I Z E O F S T O R M S E W E R ( 8 " M I N . I F M O R E T H A N O N E C O N N E C T I O N ) N O T E : A L L D O W N S P O U T C O L L E C T O R P I P E S H A L L B E S C H E D U L E 4 0 P V C . 6 " X 4 5 ° 6 " P L U G 6 " W Y E 1 2 " 1 2 " F R A M E & C O V E R S U R F A C E 18" C O N C R E T E P I P E T O B E S A M E S I Z E & M A T E R I A L A S S E W E R M A I N 1 3 " 1 0 " 1 0 3 / 4 " 3 / 8 " 1 3 / 8 " 1 " H O L E 3" 3 7/8" BA 1 3 1 / 2 " 1 / 2 " 1 / 2 " 7 / 8 " 11 3/4" 1 1/2" 3/4" 1 3/4" 1 / 4 " 1 1 1 / 2 " 2 3 / 4 " 2 3/4 " S E C T I O N B - B COVER S E C T I O N A - A FRAME C L E A N O U T D E T A I L NOTE:CLEAN OUTS LOCATED IN PEDESTRIAN/SIDEWAL K A R E A S S H A L L H A V E C A P S F I N I S H E D F L U S H W I T H G R A D E & BE ADA RATED. CLEANOUTS IN VEHICLE TRAFFI C A R E A S S H A L L B E F L U S H E D W I T H G R A D E A N D H - 2 0 R A T E D . A BCONCRETE YARD DRAIN DETAIL NOTES:1.USE H-15 TRAFFIC BEARING GRATE, USF 6217 OR EQUAL.2.PIPES MUST NOT BE IN CONSTRUCTION JOINTS.3.PIPES SHALL BE FLUSH WITH INSIDE WALL STRUCTURE.4.DIMENSIONS MAY VARY SLIGHTLY BUT H-15 LOADING MUST BE MET.5.CONCRETE DESIGN STRENGTH 4,000 P.S.I.6.PRECAST IN ACCORDANCE WITH LATEST EDITIONS OF ASTM C 478.PLANSECTION J E F F R E Y E . B E R G E N , P . E . N T S R - T A N K H D D E T A I L S C 3 . 0 T H I S D R A W I N G N O T R E L E A S E D F O R C O N S T R U C T I O N U N L E S S S O N O T E D A B O V E 1 0 1 7 5 F O R T U N E P A R K W A Y , S U I T E 4 0 3 J A C K S O N V I L L E , F L O R I D A 3 2 2 5 6 F a x : ( 9 0 4 ) 5 1 9 - 7 7 7 6 P h o n e : ( 9 0 4 ) 5 1 9 - 7 7 7 0 E n g i n e e r i n g L i c e n s e N u m b e r : C A 3 2 9 8 7 a n d A s s o c i a t e s G o o d s o n B e r g e n C O N S U L T I N G E N G I N E E R S G B A - 1 6 3 3 S E L V A M A R I N E D R I V E A T L A N T I C B E A C H , F L 3 2 2 3 3 S E P T E M B E R 2 8 , 2 0 2 0 - F E R G U S O N R E S I D E N C E F L . P E # 6 3 0 6 0 1 2 " D I A . P V C M A I N T E N A N C E P O R T R E I N F O R C E D C O N C R E T E C O L L A R W H E R E R E Q U I R E D R - T A N K ᴴ ᴰ T Y P I C A L T A N K I N L E T / O U T L E T D E T A I L N O N - C O R R O S I V E H O S E C L A M P O R T A P E U S E D T O F A S T E N F A B R I C T O P I P E S T O P R E V E N T B A C K F I L L F R O M E N T E R I N G S T R U C T U R E G E O T E X T I L E F A B R I C O V E R A C F R - T A N K ᴴ ᴰ N O N - C O R R O S I V E H O S E C L A M P O R T A P E U S E D T O F A S T E N F A B R I C T O P I P E S T O P R E V E N T B A C K F I L L F R O M E N T E R I N G S T R U C T U R E G E O T E X T I L E F A B R I C O V E R A C F R - T A N K ᴴ ᴰ I N L E T / O U T L E T P I P E E N D V I E W O F P I P E / F A B R I C C O N N E C T I O N . C U T A N " X " I N T H E F A B R I C S L I G H T L Y L A R G E R T H A N P I P E , P U L L T H E F A B R I C A R O U N D T H E P I P E T O C R E A T E T H E " B O O T " A N D T H E N S E C U R E W I T H A H O S E - C L A M P . " X " C U T I N T H E F A B R I C T O A L L O W P I P E / T A N K I N T E R F A C E G E O T E X T I L E F A B R I C R - T A N K ᴴ ᴰ & H - 2 0 L O A D S - S E C T I O N V I E W R-TANKᴴ ᴰ T Y P I C A L M A I N T E N A N C E P O R T 1 6 . 2 5 " F R A M E A N D C O V E R P A V E D S U R F A C E BACKFILL COMPACTED TO95% STANDARD PROCTORDENSITY 1 2 " G E O G R I D 24" TYP.18" MIN. N O N - C O R R O S I V E H O S E C L A M P G E O T E X T I L E N O T C H B O T T O M O F P I P E S E E P A T T E R N N O N - C O R R O S I V E S O L I D P L A T E P L A S T I C , S L A T E O R E Q U I V A L E N T 1 " + / - V E N T I N G P E R F O R A T I O N S B A T R A S H G U A R D P L U S D E T A I L GEOTEXTIL E P I P E B O O T F O R R - T A N K ᴴ ᴰ F R O N T V I E W 5 . 0 ' P I P E O . D . PIPE ± 5.0'٭ SIDE VIEW PIPEO.D.2'-0"·30 MIL GEOTEXTILE LINER FABRIC COLLAR TOFIT OUTSIDE DIAMETER OF INLET/OUTLET PIPE·٭ TRIM AS NEEDED N O T E : C U T F A B R I C A N D W R A P A R O U N D P I P E S O T H A T P I P E B U T S D I R E C T L Y A G A I N S T A C F R - T A N K ᴴ ᴰ . P I P E E F F L U E N T S H A L L N O T P A S S T H R O U G H F A B R I C 3 0 M I L P V C L I N E R F A B R I C O V E R A C F R - T A N K ᴴ ᴰ S E C T I O N STAINLESS STEELBANDSSTAINLESSSTEEL BANDS 4 1 2 5 6 3 F O R A D D I T I O N A L I N F O R M A T I O N P L E A S E C O N T A C T : A C F E N V I R O N M E N T A L 1 - 8 0 0 - 4 4 8 - 3 6 3 6 w w w . a c f e n v i r o n m e n t a l . c o m D A T E R E V I S I O N NOTE: ENGINEER OF RECORD TO REVIEW, APPROVE AND ENDORSE FINAL SITE SPECIFIC DESIGN. S I Z E A B 2 3 " x 2 4 " 2 3 " 2 6 . 5 1 " 2 8 " x 3 0 " 2 8 " 3 3 . 1 5 " 3 4 " x 3 6 " 3 4 " 3 8 . 6 9 " ± 0 . 2 5 " T O L E R A N C E O N D I M E N S I O N S Ø 0 . 3 8 T Y P . Ø 0 . 3 8 T Y P . 2 . 0 0 2 . 0 0 5 . 0 0 Ø 0 . 7 5 T Y P . 1 S P A C I N G R E F . 2 . 0 0 S P A C I N G R E F . Ø 0 . 3 8 T Y P . 6 . 4 9 R E F . 1 . 0 0 T Y P . P A V E D S U R F A C E U T I L I T Y M A R K E R S A T C O R N E R S ( T Y P . ) 3 " ( 0 . 0 8 m ) M I N . I N L E T P I P E 2 4 " ( 0 . 6 1 m ) 1 2 " ( 0 . 3 0 m ) T O T A L C O V E R : 2 0 ” M I N I M U M A N D 8 4 ” M A X I M U M . F I R S T 1 2 ” M U S T B E F R E E D R A I N I N G B A C K F I L L ( S P E C S E C T I O N 2 . 0 3 B ) : S T O N E < 1 . 5 ” O R S O I L ( U S C S C L A S S G W , G P , S W O R S P ) . A D D I T I O N A L F I L L M A Y B E S T R U C T U R A L F I L L ( S P E C S E C T I O N 2 . 0 3 C ) : S T O N E O R S O I L ( U S C S C L A S S S M , S P , S W , G M , G P O R G W ) W I T H M A X C L A Y C O N T E N T < 1 0 % , M A X 2 5 % P A S S I N G N O . 2 0 0 S I E V E , A N D M A X P L A S T I C I T Y I N D E X O F 4 . A M I N . 1 2 ” C O V E R M U S T B E M A I N T A I N E D B E T W E E N B A C K F I L L E Q U I P M E N T A N D T H E T O P O F T H E R - T A N K ™ S Y S T E M A T A L L T I M E S . T O T A L H E I G H T O F T O P B A C K F I L L S H O U L D N O T E X C E E D 7 ' . C O N T A C T A C F E N V I R O N M E N T A L I F M O R E T H A N 7 ' O R L E S S T H A N 2 0 " O F T O P B A C K F I L L I S R E Q U I R E D ( F R O M T O P O F T A N K T O T O P O F P A V E M E N T ) . 3 6 " ( 0 . 9 1 m ) M I N . R E V 2 / 1 / 1 7 PIPE NOTCHINGPATTERN 8" NOTCHES CUT IN SHADEDAREAS (8 OPENINGS TOTAL)1.5"3.5"NOTES·THIS PORT IS USED TO PUMP WATER INTO THE SYSTEMAND RE-SUSPEND ACCUMULATED SEDIMENT SO THAT ITMAY BE PUMPED OUT.·MINIMUM REQUIRED MAINTENANCE INCLUDES AQUARTERLY INSPECTION DURING THE FIRST YEAR OFOPERATION AND A YEARLY INSPECTION THEREAFTER.FLUSH AS NEEDED.·ONLY R-TANKᴴᴰ AND R-TANKSD MAY BE USED IN TRAFFICAPPLICATIONS.DEPTH SUMMARYTYPEABR-TANK12" MIN - 36" MAXAS SHOWNON PLANSR-TANKᴴᴰ20" MIN - 6.99' MAX12"R-TANKSD18" MIN - 9.99' MAX12" O P T I O N A L O V E R F L O W P I P E O P T I O N A L O U T L E T P I P E R - T A N K ᴴ ᴰ U N I T S W R A P P E D I N 8 O Z . N O N W O V E N G E O T E X T I L E ( O R E Q U A L ) L O A D R A T I N G : 3 3 . 4 P S I ( M O D U L E O N L Y ) B A S E : 3 ” M I N . B E D D I N G M A T E R I A L ( S P E C S E C T I O N 2 . 0 3 A ) M A Y B E S T O N E ( < 1 . 5 ” ) O R S O I L ( U S C S C L A S S G W , G P , S W O R S P ) . M U S T B E F R E E O F L U M P S A N D D E B R I S , A N D E X T E N D 2 ' B E Y O N D R - T A N K H D . C O M P A C T P E R S P E C S E C T I O N 3 . 0 3 A . N A T I V E S O I L S M A Y B E U S E D I F T H E Y M E E T T H E R E Q U I R E M E N T S O F S P E C S E C T I O N 2 . 0 3 A A N D A R E A C C E P T E D B Y O W N E R ' S E N G I N E E R . S U B G R A D E / E X C A V A T I O N L I N E : C O M P A C T P E R S P E C S E C T I O N 3 . 0 2 D . A B E A R I N G C A P A C I T Y O F 2 , 0 0 0 P S F M U S T B E A C H I E V E D P R I O R T O I N S T A L L I N G R - T A N K H D S I D E B A C K F I L L : 2 4 " M I N . O F F R E E D R A I N I N G B A C K F I L L ( S P E C S E C T I O N 2 . 0 3 B ) : S T O N E < 1 . 5 ” O R S O I L ( U S C S C L A S S G W , G P , S W O R S P ) . M U S T B E F R E E F R O M L U M P S , D E B R I S A N D O T H E R S H A R P O B J E C T S . S P R E A D E V E N L Y T O P R E V E N T R - T A N K ᴴ ᴰ M O V E M E N T . C O M P A C T S I D E B A C K F I L L W I T H P O W E R E D M E C H A N I C A L C O M P A C T O R I N 1 2 " L I F T S ( P E R S P E C S E C T I O N 3 . 0 5 A 2 ) . N O T E S : 1 . F O R C O M P L E T E M O D U L E D A T A , S E E A P P R O P R I A T E R - T A N K ᴴ ᴰ M O D U L E S H E E T . 2 . I N S T A L L A T I O N S P E R T H I S D E T A I L M E E T G U I D E L I N E S O F H L - 9 3 L O A D I N G P E R T H E A A S H T O L R F D B R I D G E D E S I G N S P E C I F I C A T I O N S , C U S T O M A R Y U . S . U N I T S , 7 T H E D I T I O N , 2 0 1 4 W I T H 2 0 1 5 A N D 2 0 1 6 I N T E R I M R E V I S I O N S . 3 . P R E - T R E A T M E N T S T R U C T U R E S N O T S H O W N . 4 . F O R I N F I L T R A T I O N A P P L I C A T I O N S , G E O T E X T I L E E N V E L O P I N G R - T A N K S H A L L B E A C F M 2 0 0 ( P E R S P E C S E C T I O N 2 . 0 2 A ) A N D B A S E S H A L L B E 4 " M I N . U N C O M P A C T E D F R E E D R A I N I N G B A C K F I L L ( S P E C S E C T I O N 2 . 0 3 A ) T O P R O V I D E A L E V E L B A S E . S U R F A C E M U S T B E S M O O T H , F R E E O F L U M P S O R D E B R I S , A N D E X T E N D 2 ' B E Y O N D R - T A N K ᴴ ᴰ F O O T P R I N T . G E O G R I D ( T E N S A R B X - 1 2 0 0 O R E Q U A L ) P L A C E D 1 2 ” A B O V E T H E R - T A N K ᴴ ᴰ S Y S T E M . O V E R L A P A D J A C E N T P A N E L S B Y 1 8 ” M I N . G E O G R I D S H O U L D E X T E N D 3 ' B E Y O N D T H E E X C A V A T I O N F O O T P R I N T . 2 0 " ( 0 . 5 1 m ) M I N . 8 4 " ( 2 . 1 3 m ) M A X . C O V E R F R O M F I N I S H G R A D E T O T O P O F T A N K : I S O M E T R I C V I E W SECTION VIEWPLAN VIEW FRONT VIEWLENGTH = 28.15 IN. ( 7 1 5 M M ) WIDTH = 15.75 IN. (4 0 0 M M ) HEIGHT = 33.86 IN. ( 8 6 0 M M ) TANK VOLUME = 8.6 9 C F STORAGE VOLUME = 8 . 2 5 C F VOID INTERNAL VOL U M E : 9 5 % VOID SURFACE ARE A : 9 0 % R-TAN K ᴴ ᴰ - D O U B L E M O D U L E 15.75"15.75"33.86"28.15"28.15"33.86"GEOMETRY: M O D U L E D A T A 3 3 . 4 P S I , ( M O D U L E O N L Y ) H S 2 5 , ( W I T H A C F C O V E R S Y S T E M ) 1 0 0 % R E C Y C L E D P O L Y P R O P Y L E N E 5 / 1 0 L O A D R A T I N G : M A T E R I A L : S M A L L P L A T E S P E R S E G M E N T / T O T A L : ····· · · ······· a = R e v i s i o n D a t e S h e e t N a m e S h e e t N u m b e r P r o j e c t N u m b e r 1 9 - 0 5 3 9 N o . R E V I S I O N S D r a w n B y : C h e c k B y : A p p r o v e d B y : D a t e : . . . A P T T G B T G B 0 5 . 1 2 . 2 0 2 0 Ferguson Residence Carport/Storage Addition 1633 SELVA MARINA DRIVE ATLANTIC BEACH, FL DUVAL COUNTY MICHAEL DUNLAP ARCHITECT P.A. T A M A R A G . B A K E R , P . E . F L L I C E N S E N O . 6 0 0 0 0 219 N. Newnan Street, 2nd Floor, Jacksonville FL 32202 p 904 356 8520 f 904 559 2678 bakerdesign.build C.A. No. 32489 G e n e r a l N o t e s & D e s i g n C r i t e r i a S 0 . 1 A1S2.1A2S2.1A3BS2.1A4S2.1A3AS2.1 A4S2.1 B2S2.1 A1S2.1 B 4 S 2 . 1 A 1 S 2 . 2 C 2 S 2 . 1 SW-3 SW-3 A 3 S 2 . 2 R e v i s i o n D a t e S h e e t N a m e S h e e t N u m b e r P r o j e c t N u m b e r 1 9 - 0 5 3 9 N o . R E V I S I O N S D r a w n B y : C h e c k B y : A p p r o v e d B y : D a t e : . . . A P T T G B T G B 0 5 . 1 2 . 2 0 2 0 Ferguson Residence Carport/Storage Addition 1633 SELVA MARINA DRIVE ATLANTIC BEACH, FL DUVAL COUNTY MICHAEL DUNLAP ARCHITECT P.A. T A M A R A G . B A K E R , P . E . F L L I C E N S E N O . 6 0 0 0 0 219 N. Newnan Street, 2nd Floor, Jacksonville FL 32202 p 904 356 8520 f 904 559 2678 bakerdesign.build C.A. No. 32489 F o u n d a t i o n & R o o f F r a m i n g P l a n S 1 . 0 L I N E T Y P E · · S Y M B O L K E Y Scale: 1/4"=1'-0"FOUNDATION PLAN1 S c a l e : 1 / 4 " = 1 ' - 0 " R O O F F R A M I N G P L A N @ C A R P O R T 2 S c a l e : 1 / 4 " = 1 ' - 0 " R O O F F R A M I N G P L A N @ S T O R E R O O M A S W - 3 S I Z E F A S T E N I N G P A T T E R N x x x x x F. GRADE T/ SLABPER PLAN F . G R A D E S E E A R C H T / C M U W A L L P E R A R C H F. GRADESEE ARCH T/ CMU WALLPER ARCH x x x x x x x x x x x x x F . G R A D E S E E A R C H x x x x B A B U I L T - U P S T U D N A I L I N G P A T T E R N S I Z E F A S T E N I N G P A T T E R N ( 2 ) 2 X 4 ( 3 ) 2 X 4 ( 2 ) 2 X 6 ( 3 ) 2 X 6 · · x x x x x x x x x R e v i s i o n D a t e S h e e t N a m e S h e e t N u m b e r P r o j e c t N u m b e r 1 9 - 0 5 3 9 N o . R E V I S I O N S D r a w n B y : C h e c k B y : A p p r o v e d B y : D a t e : . . . A P T T G B T G B 0 5 . 1 2 . 2 0 2 0 Ferguson Residence Carport/Storage Addition 1633 SELVA MARINA DRIVE ATLANTIC BEACH, FL DUVAL COUNTY MICHAEL DUNLAP ARCHITECT P.A. T A M A R A G . B A K E R , P . E . F L L I C E N S E N O . 6 0 0 0 0 219 N. Newnan Street, 2nd Floor, Jacksonville FL 32202 p 904 356 8520 f 904 559 2678 bakerdesign.build C.A. No. 32489 S e c t i o n s & D e t a i l s S 2 . 1 B U I L T - U P S T U D N A I L I N G P A T T E R N S I Z E F A S T E N I N G P A T T E R N ( 2 ) 2 X 4 ( 3 ) 2 X 4 ( 2 ) 2 X 6 ( 3 ) 2 X 6 R e v i s i o n D a t e S h e e t N a m e S h e e t N u m b e r P r o j e c t N u m b e r 1 9 - 0 5 3 9 N o . R E V I S I O N S D r a w n B y : C h e c k B y : A p p r o v e d B y : D a t e : . . . A P T T G B T G B 0 5 . 1 2 . 2 0 2 0 Ferguson Residence Carport/Storage Addition 1633 SELVA MARINA DRIVE ATLANTIC BEACH, FL DUVAL COUNTY MICHAEL DUNLAP ARCHITECT P.A. T A M A R A G . B A K E R , P . E . F L L I C E N S E N O . 6 0 0 0 0 219 N. Newnan Street, 2nd Floor, Jacksonville FL 32202 p 904 356 8520 f 904 559 2678 bakerdesign.build C.A. No. 32489 S e c t i o n s & D e t a i l s S 2 . 2 FE R G U S O N R E S I D E N C E C L O S E D V A L L E Y D E T A I L A 6 " ( 1 5 2 m m ) 6 " ( 1 5 2 m m ) C a r r y G A F u n d e r l a y m e n t a t l e a s t 6 " ( 1 5 2 m m ) o v e r G A F l e a k b a r r i e r . C e n t e r f u l l w i d t h r o l l o f G A F l e a k b a r r i e r . D o n o t p l a c e f a s t e n e r s w i t h i n 6 " ( 1 5 2 m m ) o f c e n t e r l i n e . H o r i z o n t a l l a p s m u s t b e a t l e a s t 6 " ( 1 5 2 m m ) . E x t e n d e n d o f s h i n g l e a t l e a s t 1 2 " ( 3 0 5 m m ) b e y o n d v a l l e y c e n t e r l i n e . N a i l , p u t t i n g e x t r a f a s t e n e r i n t o p c o r n e r o f s h i n g l e . E x t e n d s t a r t e r s t r i p a c r o s s v a l l e y a t l e a s t 1 2 " ( 3 0 5 m m ) a n d w e a v e w i t h o p p o s i t e s i d e s t a r t e r s t r i p s h i n g l e . O v e r l y i n g s h i n g l e s m u s t b e c u t s o t h e y a r e 2 " ( 5 2 m m ) a w a y f r o m v a l l e y c e n t e r l i n e . C l i p s h i n g l e c o r n e r s 4 5 ° t o k e e p w a t e r f l o w i n t h e v a l l e y c e n t e r . S e a l t h e v a l l e y s h i n g l e s t o e a c h o t h e r u s i n g a s p h a l t p l a s t i c c e m e n t . W A L L F L A S H I N G D E T A I L B 2 n a i l s p e r s t e p f l a s h i n g E x t e n d G A F l e a k b a r r i e r a t l e a s t 5 " ( 1 2 7 m m ) u p w a l l . E x t e n d G A F l e a k b a r r i e r a t l e a s t 5 " ( 1 2 7 m m ) u p w a l l P l a c e m e t a l s t e p f l a s h i n g j u s t u p s l o p e f r o m e x p o s e d e d g e o f s h i n g l e a n d e x t e n d 5 " ( 1 2 7 m m ) o v e r u n d e r l y i n g s h i n g l e a n d 5 " ( 1 2 7 m m ) u p t h e v e r t i c a l w a l l . S t e p f l a s h i n g p i e c e s o v e r l a p e a c h o t h e r 2 " ( 5 1 m m ) C o v e r m e t a l f l a s h i n g w i t h c u t s h i n g l e . D o N O T n a i l s h i n g l e , i n s t a l l w i t h a s p h a l t i c p l a s t i c c e m e n t . M e t a l f l a s h i n g ( N a i l e d t o t h e d e c k , N O T t o t h e v e r t i c a l w a l l ) e x t e n d u p w a l l a t l e a s t 5 " ( 1 2 7 m m ) S i d i n g / c l a d d i n g m u s t b e a t l e a s t 2 " ( 5 1 m m ) a b o v e t h e r o o f s u r f a c e a n d c o v e r i n g f l a s h i n g a t l e a s t 2 " ( 5 1 m m ) . S H I N G L E I N S T A L L A T I O N D E T A I L C F i r s t C o u r s e S e c o n d C o u r s e 1 7 " ( 4 3 2 m m ) T h i r d C o u r s e 6 " ( 1 5 2 m m ) 1 1 " ( 2 7 9 m m ) F o u r t h C o u r s e F i f t h C o u r s e G A F U n d e r l a y m e n t F o u r t h C o u r s e : T r i m 1 7 " ( 4 3 2 m m ) o f f f i r s t s h i n g l e T h i r d C o u r s e : T r i m 1 1 " ( 2 7 9 m m ) o f f f i r s t s h i n g l e S e c o n d C o u r s e : T r i m 6 " ( 1 5 2 m m ) o f f f i r s t s h i n g l e F i r s t C o u r s e : S t a r t w i t h f u l l s h i n g l e S t a r t a t e i t h e r r a k e a n d l a y i n e i t h e r d i r e c t i o n P l a c e f i r s t c o u r s e o f s h i n g l e s 1 / 4 " – 3 / 4 " ( 6 – 1 9 m m ) o v e r e a v e a n d r a k e e d g e s , c o v e r i n g s t a r t e r c o u r s e o v e r h a n g , t o p r o v i d e d r i p e d g e . 1 . C o n t i n u e e a c h c o u r s e w i t h w h o l e s h i n g l e s . S H I N G L E I N S T A L L A T I O N R e m a i n i n g C o u r s e s : R e p e a t t h e 1 s t - 4 t h c o u r s e i n s t r u c t i o n s o n t h e r e m a i n i n g c o u r s e s , s t a r t i n g t h e f i f t h c o u r s e w i t h a f u l l s h i n g l e . 2 . S t r i k e a c h a l k l i n e a b o u t e v e r y 6 c o u r s e s t o c h e c k p a r a l l e l a l i g n m e n t w i t h e a v e s . N O T E S : LIGHT TRACKERREFLECTORTOP TUBE ANGLEADAPTER 0-30°ROOF RAFTEREXPANSION JOINTSEAL F L A S H I N G FASTENERFASTENING CLAMPCEILINGTRIM RINGDIFFUSER CEILING RING E-1 FE R G U S O N R E S I D E N C E CARPORT FLOOR PLAN - LIGHTINGCARPORT FLOOR PLAN - POWER ELECTRICAL LEGEND ELECTRICAL SPECIFICATIONS KEYED NOTES: GENERAL NOTES: ELECTRICAL RISER DIAGRAM E D W A R D EN G L I C E NSE F LOR I D A P R O F E S SIONA L E N G I N E E R This item has been digitally signed and sealed by EDWARD ENG on the date adjacent to the seal. 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