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1740 MARITIME OAK DR - NEW HOME PERMIT r `_ �T, CITY OF ATLANTIC BEACH s .�- l 800 SEMINOLE ROAD j�, ATLANTIC BEACH, FL 32233 _ / INSPECTION PHONE LINE 247-5814 SINGLE FAMILY DWELLING NEW - MUST CALL BY 4PM FOR NEXT DAY INSPECTION: 247-5814 JOB INFORMATION: Job ID: 16-SFR-2805 Job Type: SINGLE FAMILY RESIDENCE Description: new single-family home Estimated Value: $450,000.00 Issue Date: 1/11/2017 Expiration Date: 7/10/2017 PROPERTY ADDRESS: Address: 1740 MARITIME OAK DR RE Number: None GENERAL CONTRACTOR INFORMATION: Name: RIVERSIDE HOMES OF N FL Matthew Alan Roberts, CBC1254135 Address: 414 OLD HARD RD STE 502 MATTHEW ROBERTS Phone: - - PERMIT INFORMATION: FEES: ENG REV RESIDENTIAL BLD $100.00 PLAN CHECK FEES $765.00 UTIL REV RESIDENTIAL BLDG $50.00 BUILDING PERMIT FEE $1,530.00 STATE DBPR SURCHARGE $22.95 STATE DCA SURCHARGE $22.95 Er ,l'1'�ItT RU 1\DC NORDANCE I'll�`IPCITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA s \s CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD 4.)1110 ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5814 WATER CONNECT/TAP & $185.00 METER WATER CROSS CONNECTION $50.00 WATER SDC-SYSTEM DEV $1,140.00 CHG WATER CONNECT/TAP & $185.00 METER Total Payments: $8,100.90 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. o,avf��, City of Atlantic Beach APPLICATION NUMBER t " `, Building Department (To be assigned by the Building Department.) 800 Seminole Road U)S-- 41 Atlantic Beach, Florida 32233-5445 I Phone(904)247-5826 • Fax(904)247-5845 Date routed: l S I�ll 1 ort g? E-mail: building-dept@coab.us City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: 1-`-tO 1\k0.l Ak(vl- _ D ct. Department review required YesV o rBuilding Applicant: C-2l\) 0.4S (.AJC - S Planning &ZoninT Tree A-dminiStrafor Sl 6\ L �� \k`< �O M-Q ublic I�Vo Project: `j 1 ' Public Utilities Public Safety Fire Services Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept.of Environmental Protection Florida Dept.of Transportation St. Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: roved. ❑Denied. (Circle one.) Comments: BUILDING PLA G &ZONING Reviewed by: ` Date: TREE ADMIN. Second Review: Approved as revised. ❑Denie . PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ['Denied. Comments: Reviewed by: Date: Revised 05/14/09 rs�_a,i ,_ City of Atlantic Beach APPLICATION NUMBER �' � Building Department (To be assigned by the Building Department.) r 800 Seminole Road II,A, _ 73. �f Atlantic Beach, Florida 32233-5445 V S Phone(904)247-5826 •• Fax(904)247-5845 ` 1 E-mail: buildin de t coab.us Date routed: lc 1 IS l a 10 •0,119% g p @ City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: I I-L lO Kai,jM.-_ pct - (V. Department review required Yes No wilding Applicant: -'' R-(S (ii- ��M.Q_ S Planning &Zonin Tree A ministraTor Project: 1\b,) St N V.Lt,l \AO M_Q_ ublic�IVorkQ _Public Utilities Public Safety Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept.of Environmental Protection Florida Dept.of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: ,Approved. ❑Denied. (Circle one.) Comments: BUILDING PLANNING & ZONING Reviewed by GAG— Date: /2/20 TREE ADMIN. Second Review: A roved as revised. ❑ pp ❑Denied. PUBLIC WORKS Comments: . PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ['Approved as revised. ['Denied. Comments: Reviewed by: Date: Revised 05/14/09 „o- `J,,. City of Atlantic Beach APPLICATION NUMBER �S 6 Building Department ,� (To be assigned bythe BuildingDepartment.) �'� s em'7”. t7 . 9 P ) A;: - tiro 800 Seminole Road �..g C:... :_, _ iii -r Atlantic Beach, Florida 32233-5445 �— U b Phone(904)247-5826 • Fax(904)247X5 1 6 2016 1 --,-, wr E-mail: building-dept@coab.us Date routed: IS I �v` City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: 1 A-`{D MQiii,(V1.-e_ 0 al--- (),f. Department review required Yes No Building Applicant: Li R-(S k. ( Di(Y\..Q_S Planning &Zonin Tree A ministraTor Project: (\U) Si !\yk.L- 4..gylAtt \A.O M_Q_ ublic ork Public Utilitie Public Safety Fire Services Review fee $ Dept Signature c..---k Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By _ Florida Dept.of Environmental Protection Florida Dept.of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPL ATION STATUS IReviewing Department First Review: Approved. ['Denied. �l (Circle one.) Comments: BUILDING PLANNING & ZONING Reviewed by: )19"< �� ate:�-2 it9 106 TREE ADMIN. Second Review: ['Approved as revised. ['Denied. 19C WOR Comments: PUBLI UTILITIE / Z –/<D —/b PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: Approved as revised. riDenied. Comments: I Reviewed by: Date: Revised 05/14/09 S.A.N:rjr, City of Atlantic Beach APPLICATION NUMBER Building Department (To be assigned by the Building Department.) A1 800 Seminole Road 1�"" Atlantic Beach, Florida 32233-5445 i7,A ;--- 1 V iS F Phone(904)247-5826 • Fax(904)247-5db°.i 1., , E-mail: buildin de t coab.us Date routed: I `S City web-site: http://www.coab.us c DEC 16 2016 \\<%01119%=. APPLICATION REVIEW AND TRACKING FORM Property Address: I 'I-Lip ivt-e D a, pf. Department review required Yes No Building Applicant: e--''1 Q-(S i ( tAm _ S Planning &Zonin Tree A ministrator Project: 01),\) St I\y�.Q�r4jiyt WOM_Qublic Public Utilities Public Safety Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept.of Environmental Protection Florida Dept.of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS �� / Reviewing Department First Review: Approved. ['Denied. 71U/�•'/f014/ (Circle one.) Comments: fee ?Pad 4044BUILDING `1 7Y;r' �s�y,�l PLANNING &ZONING Reviewed by: LaL/ Date:/`4,17 �o TREE ADMIN. Second Review: A roved as revised. ❑ pp ❑D-Hied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. Comments: Reviewed by: Date: Revised 05/14/09 BUILDING PERMIT APPLICATION CITY OF ATLANTIC BEACH OFFICE COPY 800 Seminole Road,Atlantic Beach, FL 32233 Office (904)247-5826 Fax(904) 247-5845 Job Address: 1740 Maritime Oak Drive Permit Number: ‘ —`S F ._ — a5C OS-- Legal SLegal Description Lot 112 Atlantic Beach Country Club Unit 2 67-132 08-2S-29E.124 Parcel # 169505-1855 Floor Area of Sq.Ft. SgFt Valuation of Work$450,000 Proposed Work heated/cooled o -heated/cooled 5Sc 2 fAtifit Class of Work(circle one): ewe Addition Alteration Repair Move Demolition pool/spa window/door Use of existing/proposed structures)(circle one):_ Commercial Residential If an existing strucure, is a fire sprinkler system installed?(Circle one): Yes No ?A' Florida Product Approval# For multiple products use product approvalorm Describe in detail the type of work to be performed: New construction- SFR Property Owner Information: Name: Riverside Homes of N. FL,Inc Address: 12276 San Jose Blvd., Ste. 120 City Jacksonville State FL Zip 32223 Phone 904-503-7055 E-Mail or Fax(Optional)lbishop@myriversidehome.com Contractor Information: Company Name: Riverside Homes of North Florida,Inc. Qualifying Agent: Matthew Roberts Address:12276 San Jose Blvd., Ste. 120 City Jacksonville State FL Zip 32223 Office Phone 904-503-7055 Job Site/Contact Number Same Fax#N/A State Certification/Registration# CBC1254135 Architect Name&Phone#Michael Stauffer 904-471-2552 Engineer's Name&Phone#Hulsberg 904-886-2401 Fee Simple Title Holder Name and Address M -gam, lookWasewilti..111.011...fewerme«Alteclaismithrail ra , L.....4 ..Rir'H. r,, .�., .• tea • 0 110. Sly ti''< CITY OF ATLANTIC BEACH �, CONSTRUCTION PERMIT WITHIN CITY RIGHTS OF WAY AND EASEMENTS ,� "`'J 904-247-5800 �� 800 Seminole Road Atlantic Beach,Florida 32233-5445 Fax 904-247-5845 PLEASE SUBMIT(3)COMPLETE SETS OF PLANS WITH APPLICATION. Date 'c) 1 t S1 1 Le. PERMIT# ISSUED BY THE CITY Job Address \-1t-\0 YAWYU... °jly..tv\\A--k_- /' �l 2 Permitee: KIVQQC1 c 2- }-kotc2S O. N. C-•I1NC• Telephone# q04*ap-3'1oC15 Permittee Address: I c 1l? SSNJSQ 131v6) 1 IACD, JaC .SONv I 11.2_1 FL 3-)aO3 Requesting Permission to Construct: 1\Q).) 1,�4CUCA- 101V- Location: (Reference to Cross-Street) 1. Applicant declares that prior to filing this application he has ascertained the location of all existing utilities, both aerial and underground and the accurate locations are shown on the sketches. A Letter of Notification was mailed to the following Utilities/Municipalities: Jacksonville Electric Authority Yes ( ) No ( ) Date: Bell South Telephone Company Yes ( ) No ( ) Date: Ferrell Gas Yes ( ) No ( ) Date: Comcast Yes ( ) No ( ) Date: 2. Whenever necessary for the construction, repair, improvement, maintenance, safe and efficient operation, alteration or relocation of all, or any portion of said street or easement as determined by the Director of Public Works, any or all of said poles, wires, pipes, cables or other facilities and appurtenances authorized hereunder, shall be immediately removed from said street or easement or reset or relocated hereon as required by the Director of Public Works, and at the expense of the Permittee unless reimbursement is authorized. 3. All work shall meet City of Atlantic Beach • Florida De•a ment of Transportation Standards and be performed under the supery ion of ,a_ k at o. (Contractor's Project Superintendent) located at KiVex.3i 2. C`rne_s Telephone#: r�O3'-1OS5 4. All materials and equipment shall be subject to inspection by the Director of Public Works or his designee. 5. All city property shall be restored to its original condition as far as practical, in keeping with city specifications and the manner satisfactory to the city. 6. A sketch of plans covering details of this installation, as well as, a copy of a recent survey shall be made a part of this permit. Calculations showing any increase in impervious area on owner's lot or in the city Right of Way are to be included with this application. 7. This permittee shall commence actual construction in good faith with ..3<T) days. If the beginning date is more than 60 days from date of permit approval, then permittee must review the permit with the Director of Public Works to make sure no changes have occurred in the area that would affect the permitted construction. 8. It is understood and agreed that the rights and privileges herein set out are granted only to the extent of the City's right, title and interest in the land to be entered upon and used by the holder, and the Holder will, at all times, assume all risk of and indemnify, defend, and save harmless the City of Atlantic Beach from and against any and all loss, damage, and cost of expenses arising in any manner of the exercise or attempted exercises by the holder of the aforesaid rights and privileges. 9. The Director of P :lic Works shall be notified twenty-four (24) hours prior to starting work and again immediately u,•• o, pletio . btk---OWNER � ,,,,,,,,, ►„r LINDSEY M.BISHOP I Signed: 4,416..--- Date: 1Qh 1 I LP I 4 Notary Public•State of Florida Before m is r` day of '�, .t0.� in the ounty of Duval �. Commission N FF 948204 i State Of Florida,has personally appeared V, _•+.A %I,-.....-64 My Comm.Expires Jan 19.2020 Notary Public at Large,State of Florida,Coun of Duval. My commission expires: Produced Identification: R.O.W. Permit Attachment of for R.O.W. Permit# issued , 200_ Atlantic Beach,FL 32233 Owner's Name: ? -0e id- + Property Address: 1]L C YYlpun+,'.. Q 4k.Cov- h-skAa11,t;(_3eaTh ��- 32-2:572 Subdivision: kkktp-tiC,'Satt,41 foU rif a Lot#/Block#: `\`), R.E. #: 169.65-1 F-55- REVOCABLE ENCROACHMENT PERMIT THIS REVOCABLE ENCROACHMENT PERMIT, issued on this day of , 200_, by Atlantic Beach, Florida, a municipal corporation organized and existing • under the laws of the State of Florida,hereinafter referred to as "CITY" and RIVQrS1d2 4-4001QS of Atlantic Beach, Florida,hereinafter referred to as"USER". WITNESSETH: That the CITY does hereby grant the USER permission on a revocable basis as described herein the right to enter upon the property of the City of Atlantic Beach for the purpose as described in the City of Atlantic Beach Right-of-Way/Easement permit numbers noted above(copies attached). This work is generally described as: N Q..W CeN.5A-ruCA-ictf - 5F IZ Any facility maintained, repaired, erected, and/or installed in the exercise of the privilege granted remains subject to relocation or removal on thirty (30) days notice by CITY to the USER, said notice to USER shall be given by certified mail, return receipt requested, to the following address: 1001u> Jose 13Wc% , 5u.i4e loo, Jpac.�C ut Ile, Fl_ 3.1aa3 The depositing of said notice of cancellation in the United States mail shall constitute the notice of cancellation and the burden is upon USER to keep the CITY informed of USER's proper address. The USER shall promptly make any and all necessary repairs to any facility erected or maintained in the exercise of the privilege herein granted and shall at all times maintain said facility in good and safe condition. In the event it is necessary for the CITY or the City's approved representative or other franchised utility to enter upon the above-described property of the CITY, the USER shall replace at the USER's sole expense, any and all material necessarily displaced during the action of maintaining, repairing, operating,replacing, or adding to of the utilities and facilities of the CITY or franchise utility provider. The facilities allowed by the permit shall meet the current requirements of the City Code, Building Codes, Land Development Code, and all other land use and code requirements of the CITY, including City Code Section 19-7 (h) which states "Driveways that cross sidewalks: City sidewalks may not be replaced with other materials, but must be replaced with smooth concrete left natural in color so that it matches the existing and adjoining sidewalks." Page 1 of 2 The USER, prior to making any changes from the approved plans and/or method, must obtain written approval from the City of Atlantic Beach, Public Works Department, for said change. The USER shall, at the discretion of the CITY, be requested to submit as-built drawings showing the change within thirty(30) days after the day of completion. . This permit shall insure to the benefit of, and be binding upon, the USER and their respective successors and assigns. USER shall meet the terms and conditions of this permit and to all of the applicable State and CITY laws and/or specifications, to include utilities locate requirements and use limitations/requirements of public rights-of-way and other public land. USER further agrees that the CITY and its officers and employees shall be saved harmless by the USER from any of the work herein under the terms of this permit and that all of said liabilities are hereby assumed by the USER. DATE P . : ( NED this 1c1 day of ()WC& , 204 is By A � 1_ i Pry �r . . signed in presence of the Notary) STATE OF FLORIDA COUNTY OF DUVAL On this kit day of Qd , 2004 personally appeared before me, a Notary Public in and for said County and State, Cie-VI WCO , the property owner of IA* it 9-, t-No rylp),t-i vs„ro Dobe tar, Atlantic Beach, Florida, known to me to be the person(s) described in and who executed the foregoing instrument; who acknowledged to me that he or she executed the same freely and voluntarily and for the uses and purposes therein mentioned. 1" ' �,.;i Y.Pu114., LINDSEY M.BISHOP No Pub m for sai• ty and State =:° z Notary Public.State of Florida ; A Commission#FF 946204 CITY OF ATLANTIC BEACH, FLORIDA, a ''';�'q';; ' My Comm.Expires Jan 19.2020 municipal corporation: Approved: f / /G ' . ., , P bliforks Director -p.4l.�D. o..e.l 6 0 vitt For Permits where city sidewalk is impacted, City Manager approval required: Jim Hanson, City Manager Page 2 of 2 OFFICE .COPY DO NOT WRITE BELOW- OFFICE USE ONLY Applicable Codes: 2010 FLORIDA BUILDING CODE i w esult circle one Approve ft Disapproved Approved w/ Conditions • Review Initials/Date: fily fit, f 3•/rf Development Size Habitable Spaced 6$'8' s. Non-Habitable 96 7 C.F: Impervious area • Miscellaneous Information Occupancy Group 02.- 3 Type of Construction V 15 Number of Stories 2. Zoning District "Mt_ Pvt Max. Occupancy Load • Fire. Sprinklers Required Flood Zone ) Conditions/Comments: • :. /Qq t, niviiiie eel'k; e /6 -__ t4L-42,417 1 i 70 x 6P l'• f;gliC Atte 312_„ocir0 -: /12,1' iericco 11 x. ig_C i 0Z.Iv / _gth A t _ a 4 J O > S13 coati Aitibtan x Ig•117 -. 333 1501 _liViAgit_ it bk- Y '-- SO 141 Nr di, 11 eirit.2,r-71 .2 ti 3/92, /02 -/ . 4 4 64 ir ✓Jj � , 'z •�sA CITY OF ATLANTIC BEACH PUBLIC UTILITIES J _ v 1200 Sandpiper Lane ATLANTIC BEACH, FL 32233 \0E19r (904) 270-2535 or(904)247-5874 NEW WATER/SEWER TAP REQUEST Date: /2—/6 -VC" Project Address: / 7 /11 tie, h(mu- No. m No. of Units: I Commercial Residential ✓ Multi-Family New Water Tap(s) & Meter(s) Meter Size(s) New Irrigation Meter Upgrade Existing Meter from to (size) New Reclaim Water Meter ✓/ /Size New Connection to City Sewer Name: Applicant Address: City: State: Zip Phone Number: Cell Number: Email Address Fax: Signature: (Applicant) CITY STAFF USE ONLY Application# /6 5FS- 2.s05— Water .$C)5Water System Development Charge $ /‘/y O. 00 Sewer System Development Charge $16 Orb, 00 Water Meter Only $ /Bs,ab Reclaim Meter Only $ /a,.46 Water Meter Tap $ (notes) Sewer Tap $ Cross Connection $ O a Other $ TOTAL $45:6w. Dc) APPROVED: Kayle Moore, PE 1"" (Deputy PW Director or Authorized Signature) ALL TAP REQUEST MUST BE APPROVED BY UTLITIES DEPARTMENT BEFORE FEES CAN BE ASSESSED Ste' OFFICE COPY 9s City of Atlantic Beach Complete Plans Checklist On 1"1 qv fah i (9a)g--- 7r Provide (2) copies of signed and sealed Architectural/Engineering Plans to include five (5) sets of Site Plans. (Note: Commercial projects will need (3) sets of signed and sealed plans; one to be sent to Fire Department for review.) 0 Cover Page: o Address of project o Occupancy Class: For One &Two family"Group R-3". o Applicable codes; 2007 Florida Building Code, 2008 National Electrical Code, 2007 Florida Fire Prevention Code and COAB Code of Ordinances. Energy forms as required by Florida Energy Code. o Index of all drawings& attachments and all pages numbered. o Printed name, contact info, date and signature of person responsible for the design of the structure. ❑ Site Plan (Legal Survey): o Distance of proposed house to property lines o A/C compressors, generators, LP gas tanks, pool equipment etc. o Driveways, walkways, patios... o Impervious Surface Area (lot coverage) calculations—tabulation of all impervious areas required o Drainage plan with supporting on-site water storage calculations, and location of easements. Contact Public Works for information on On-Site Storage requirements for added impervious surface area. 0 Erosion & Sediment Control Plans (Can be included on Site Plan/Survey): • Silt fence location, construction detail and maintenance plan. • Installation must be inspected and approved by Public Works before any site work is started. o Inlet protection (if existing storm water inlets are adjacent to property. ❑ Construction Site Management Plan (Can be included on Site Plan/Survey): o Location of any proposed demolition o Grading &drainage surface water management plan o Onsite &offsite parking for construction workers o Location of temporary fencing with height and screening indicated o Location of(Atl. Beach franchise approved) dumpster. Location of construction trailer& chemical toilet. COAB Code of Ordinances—Sec.6-18 ❑ Foundation Plan: o Required plan note i.e.: "A foundation survey shall be performed and a copy of the survey shall be on the site for the building inspector's use prior to framing inspection." Or, "all property markers shall be exposed and a string stretched from marker to marker to verify required setbacks." O Floor Plan: o Size and arrangement of all rooms and intended use. o Locate air handlers, fireplaces, water heaters, attic access, etc. o Label accessible 1st floor bathroom, egress, windows etc. ❑ Elevations O Structural Engineering: o Structural design criteria, loading requirements indicated. o Shear Wall plan. o Size all beams, headers and support requirements. o Detail uplift& load path connections. o Engineers embossed seal required. o Supporting structural calculations included. '07 FBC-Sec.1603 ❑ Roof Plan: o Indicate how attic is to be ventilated. 1 � ' , 111 Sections C Sections and Details: C'- o Typical wall sections for each dissimilar wall type. o Stair sections with guard and handrail details. o Balcony guardrail details. ❑ Electrical Plan: o Riser diagram including size and type of service entrance conductors o Location of all receptacles, switches and the distribution panel. o Required plan note: "All electrical wiring to be in accordance with '08 NEC. Provide arc-fault circuit interrupters in all bedrooms per article 210-12." ❑ Plumbing (please note if the following applies): o New or existing private well on property o Irrigation to be installed o Irrigation meter desired • 2 OFFICE COPY Atlantic Beach Country Club lot 112 1740 Maritime Oak Drive Atlantic Beach, FL 32233 Single Family Detached-Group R3 2014 Florida Building Code Michael Stauffer 1093 A1A Beach Blvd., Ste. 330, St.Augustine Beach, FL 32080 , "Roo,frE I •°'s= International Fireproof Technology, Inc. Paint To Protect"" o o y !�° 17528 Von Karman Ave.Irvine,CA 92614 OFFICE COPY 949-975-8588 1 DC 315 applied over Spray Polyurethane Foam (SPF), If a coating has not passed a full scale test on a manufacturer's foam it is an Alternative Barrier System in "Section 2603.9 cannot be used on that foam;there are no exceptions in the IBC Code! " Si.:' _ pecial Approval" as a thermal barrier. To be approved Building Code Fire Performance Requirements for SPF: as an Alternative Barrier System, DC 315 is applied over The International Building Code (IBC) mandates that SPF be separated a manufacturer's SPF and tested to the criteria of an111:31.5 from the interior of the building by a 15 minute thermal barrier,or other NFPA 286, UL 1715, UL 1040, or FM 4880 for duration approved covering. DC 315 passed certified NFPA 286 and UL 1715 test of 15 minutes by an accredited fire testing facility. over a variety of open and closed cell spray applied urethane foams that Products that pass an ignition barrier tested under AC were conducted by ISA certified testing facilities. All tests performed 377 Appendix X are not appropriate alternative thermal barriers comply with the requirements of 2006 IBC Section 803.2.1 & 2009 IBC and cannot be used. Depending on your particular application, Section 803.1.2,and Section 2603.9;2012 IBC Section 803.1.2 and Section either ignition or thermal barriers are required by the International 2603.10 under "Special Approvals for Thermal Barriers over Foam Building Code (IBC). Plastics". DC315 is WHI marked and certified via 3`d party inspection for Properties Value quality assurance and consistency. Finish Flat Alternative 15 min Thermal Barrier Assemblies(e.g.Exposed SPF or SPF with a Thermal Barrier Protective Covering) Color Ice Grey The assembly must remain in place for 15 minutes during specified large- U C 47g/L scale fire tests,such as NFPA 286,UL 1715,UL 1040,or FM 4880. Solids By Volume 67% Alternative Ignition Barrier Assemblies DC 315 meets the requirements for ignition barrier per AC 377,Appendix X Specific Gravity 1.30+/-0.05 g/cc Application Equipment Drying Time @77°F &50% R.H.—To touch 1—2 hours, to DC 315 can be applied by brush,roller or airless sprayer. recoat if required 2 to 4 hours For maximum yield and coverage spray application is recommended. Flash Point None Sprayers: Reducing or Cleaning Water Pump: (Graco)UltraMax 695 or equivalent PSI: 3000 Shelf Life 1 year from date of manufacture in unopened containers and stored at 1 0°C to 27°C(50°F to GPM: 1.00 80°F) Tip: 517-521 or equivalent. 5 Gal.Container Weight 58 lbs. Filter: 30 mesh, removal of filter is recommend from gun and machine Advantages of Using DC315 SPF Hose: 3/8"diameter airless spray line for the first 100'from pump and''/."x 3'whip • DC 315 is the only 3rd party inspected fire protective coating for SPF Pump: _ (Graco)TexSpray Mark 5 or equivalent ■ Marked and Listed by Warnock Heresy Intertek W/N 20947 PSI: 3300 • Single coat coverage reducing labor and material costs equaling GPM: 1.35 higher profits Tip: 517-523 or equivalent. ■ Industry leading spread rate Passed CAL 1350-safe for use in schools and high occupancy Filter: 30 mesh, removal of filter is recommend from gun and • machine buildings • Passed strict EPA—V.O.C.and AQMD air emission requirements(for Hose: 3/8"diameter airless spray line for the first 100'from pump all 50 states) and'''A"x 3'whip • Approved for Incidental Food Contact complies with NSF/ANSI-51 Pump: (Graco)GMAX 7900 or equivalent requirements of USDA • Easily applied with a sprayer,roller,or brush with no complicated PSI: 3300 mixing GPM: 2.2 • 1 year shelf life Tip: 517-529 or equivalent. • Fast and easy clean-up,with no waste and fast turnaround time Filter: 30 mesh, removal of filter is recommend from gun and ■ Compatible with any paintable construction material machine • Meets Life Safety Code 101 Hose: 3/8"diameter airless spray line for the first 100'300' from • Meets LEED's point requirements pump and'4"x 3'whip • No formaldehyde Pump: (Graco)GH 833 or equivalent DC 315 is the most tested and approved product in the world for use as PSI: 4000 an,"Alternative Thermal Barrier Coating System"over Spray GPM: 4.0 Polyurethane Foam(SPF). Tip: 517-529 or equivalent. Filter: 30 mesh, removal of filter is recommend from gun and Visit us at our website www.painttoprotect.com to obtain a current matrix machine of all the manufacturer's foams DC 315 has been tested and approved as Hose: 3/8"diameter airless spray line for the first 100'-300' from Thermal or Ignition barriers in compliance with current IBC codes. pump and'''4"x 3'whip / e ety,Toxicity,Health Data Prior to Applying DC 315 to Ensure Proper Adhesion: Surfa�'�lO�'C E C� be clean,dry and free of all foreign matter.Adhesion of a coating to SPF Material Safety Data Sheets are available on this coating material. Any requires the foam surface to have a slight profile or texture similar to an individual who may come in contact with these products should read and orange peel. Smooth or glossy foam surfaces must be flash coated with a understand the M.S.D.S. In case of emergency contact CHEMTREC light 3-4 mils Wet Film Thickness(WFT)of DC 315 and allowed to dry EMERGENCY NUMBER at 800-424-9300. before applying the full application. Flash coating is a quick burst of a primer or DC 315,via airless sprayer over an area needing treatment. We WARNING:Do not allow product to freeze.Store above 10°C(50°F)at all also recommend flash coating around all pipes and air ducts. times. WARNING: Avoid eye contact with the liquid or spray mist. Applicators Product Application In order to validate warranty and confirm the installation complies with should wear protective clothes, gloves and use protective cream on face, IFTI's best practices, installer must obtain all current installation hands and other exposed areas. documents and complete a daily work record for each and every job and EYE PROTECTION: for each sequential day a project is underway. Daily work records must Safety glasses,goggles,or a face shield are recommended. be sent to IFTI within 10 days of project completion. Installation documents include Application Guide,Ventilation Guide and Daily Work SKIN PROTECTION: Report. These documents can be downloaded at Chemical resistant gloves are recommended, cover as much of the www.painttoprotect.com or by calling IFTI at 949.975.8588 exposed skin area as possible with appropriate clothing. Material Preparation RESPIRATORY PROTECTION is MANDATORY! DC315 must be thoroughly mixed prior to application. Failure to do so will Respiratory protective equipment,impervious foot wear and protective compromise the materials performance and may create issues with clothing are required at all times during spray application. equipment used for the application of the product. Mechanical stirring with a high speed drill and a paddle appropriate for the container size is INGESTION:Do not take internally. recommended. Material should be stirred from the bottom up making sure the bottom and sides are scraped with a paint stick during the mixing Consider the application and environmental concentrations in deciding if process to ensure all materials are completely mixed prior to the additional protective measures are necessary. application. Material should be mixed to a creamy consistency with no lumps. Thinning is not usually needed, but if the material has been Limited Warranty exposed to prolonged periods of high temperatures during storage, This product will perform as tested if applied and maintained according to evaporation of the water based material may have taken place.Typically our directions, instructions and techniques. If this product is found to be the liquid level should be about 3 inches from the top of the 5 gallon pail. defective upon inspection by its representative, the seller will, at its If the level of material is lower,water may be added during the mixing to option,either furnish an equivalent amount of new product or refund the address this issue. purchase price to the original purchaser of this product. Seller will not be liable for any representations made by any retail seller or applicator of the Temperature and Humidity product. THIS WARRANTY EXCLUDES (1) LABOR OR COST OF LABOR FOR Ensure temperature and humidity are within specified limits for THE APPLICATION OR REMOVAL OF THIS PRODUCT OR ANY OTHER application. Failure to monitor and compensate for increased humidity PRODUCT,THE REPAIR OR REPLACEMENT OF ANY SUBSTRATE TO WHICH may lead to blistering and/or delamination and will void warranty. Obtain THE PRODUCT IS APPLIED OR THE APPLICATION OF REPLACEMENT a ventilation guide prior to commencing installation. Ideal conditions are PRODUCT, (2) ANY INCIDENTAL OR CONSEQUENTIAL DAMAGES. OTHER 16°C-32°C(62°F to 90°F)and a maximum of 65%Relative Humidity. LIMITATIONS APPLY.For the complete terms of the limited warranty,go to www.painttoprotect.com. Some states/provinces do not allow the Ventilation exclusion or limitation of incidental or consequential damages, so the When spraying in enclosed spaces,regardless of size,adequate ventilation above limitations may not apply to you.To make a warranty claim,write is required to remove excess moisture from the application area.The use to Technical Service, International Fireproof Technology, Inc., 17528 Von of fans may be required in some cases to ensure a minimum of 0.3 air Karman Avenue, Irvine, CA 92614 or email Customer Service at changes per hour. Prior to starting a job please be sure to download a ptp@painttoorotect.com complete current ventilation guide at www.painttoprotect.com Rev:11/16/2014 12:43 PM Current application documents must be on the job site at all times product is being applied.This includes application guide,ventilation guide and daily work report.Documents can be downloaded at http://www.painttoprotect.com or call IFTI at 949.975.8588 1 Job Information . Budder: Riverside Homes Job#: J160526-1 12276 San Jose Blvd.,Ste 120 File#: Jacksonville, FL 32233 Salesman:Scot Burney (904)503-7055 O '-BICE COPY B S Designer: John Knight Manning Building Supplies PAGE 1 Job: Jacksonville, FL 32256 jaxtruss@mbs-corp.com Phone: (904) 268-8225 * Fax: (904) 260-2981 Report and Delivery Date Key West DATE 11/21/16 1740 Maritime Oak Drive Del. Date: / / Atlantic Beach, FL 32233 Cover Sheet 111 -. Truss Level: PROFILE QTY PITCH BASE O/A LUMBER OVERHANG CANTILEVER STUB 0/A HEIGHT PLY TOP BOT ID SPAN SPAN TOP 1 BOT LEFT 1 RIGHT LEFT i RIGHT LEFT I RIGHT GISiggi1 2 Ply 5.00 0.00 A01 36-05-00 36-05-00 2 X 4 2 X 6 07-07-05 4 5.00 0.00 A02 36-05-00 36-05-00 2 X 4 2 X 4 08-04-00 2 5.00 0.00 A03 36-05-00 36-05-00 2 X 4 2 X 4 08-04-00 1 5.00 0.00 A04 36-05.00 36-05-00 2 X 4 2 X 8 08-04-00 /lel 1 5.00 0.00 B01 15-07-08 15-07-08 2 X 4 2 X 4 01-03-00 07-09-05 2 5.00 0.00 B02 15-07-08 15-07-08 2 X 4 2 X 4 01-03-00 07-09-05 ® 7 5.00 0.00 B03 10-07-08 10-07-08 2 X 4 2 X 4 05-02-01 1 �I® 2 Ply 7.00 0.00 CO1 30-11-00 30-11-00 2 X 4 2 X 4 04-10-08 i'V I 1 1 7.00 0.00 CO2 30-11-00 30-11-00 2 X 4 2 X 4 06-00-08 ® 1 7.00 0.00 CO3 30-11-00 30-11-00 2 X 4 2 X 6 07-02-08 ® 1 7.00 0.00 C04 30-11-00 30-11-00 2 X 4 2 X 4 08-04-08 411n:2b. 1 7.00 0.00 C05 30-11-00 30-11-00 2 X 4 2 X 4 09-05-05 ® 1 7.00 0.00 C06 30-11-00 30-11-00 2 X 4 2 X 4 08-03-05 ® 1 7.00 0.00 C07 30-11-00 30-11-00 2 X 4 2 X 4 07-01-05 /4"S171>'• 1 7.00 0.00 CO8 30-11-00 30-11-00 2 X 4 2 X 4 08-00-14 "<14 -71...N 1 7.00 0.00 CO9 30-11-00 30-11-00 2 X 4 2 X 4 08-00-14 1 7.00 0.00 C10 30-11-00 30-11-00 2 X 4 2 X 4 07-03-11 2 3.00 0.00 DO1 11-11-00 11-11-00 2X4 2X4 02-05-08 2 3.00 0.00 D02 11-11-00 11-11-00 2 X 4 2 X 4 02-10-00 4 3.00 0.00 D03 11-11-00 11-11-00 2 X 4 2 X 4 03-03-02 1 7.00 0.00 E01 24-11-08 24-11-08 2 X 4 2 X 6 04-05-11 ® 1 7.00 0.00 E02 24-11-08 24-11-08 2 X 4 2 X 4 04-02-14 1 7.00 0.00 E03 24-11-08 24-10-00 2 X 4 2 X 4 00-01-08 05-04-14 ® 1 7.00 0.00 E04 24-11-08 24-10-00 2 X 4 2 X 4 00-01-08 06-06-14 Job Information Builder: Riverside Homes Job#: J160526-1 12276 San Jose Blvd.,Ste 120 File#: Jacksonville, FL 32233 (904)503-7055 Salesman:Scot Burney Designer: John Knight Manning Building Supplies PAGE 2 Job: Jacksonville, FL 32256 jaxtruss@mbs-corp.com Phone: (904) 268-8225 * Fax: (904) 260-2981 Report and Delivery Date Key West DATE 11/21/16 1740 Maritime Oak Drive E-. Del. Date: / / Atlantic Beach, FL 32233 Cover Sheet 11 -i•mmimImommomft Truss Level: PROFILE QTY PITCH BASE 0/A LUMBER OVERHANG CANTILEVER STUB 0/A HEIGHT PLY TOP BOT ID SPAN SPAN TOP I BOT LEFT RIGHT LEFT I RIGHT LEFT I RIGHT /® 1 7.00 0.00 GO1 12-07-08 12-07-08 2 X 4 2 X 4 03-09-15 VIN 1 7.00 0.00 G02 12-07-08 12-07-08 2 X 4 2 X 4 04-05-11 fr \ 3 7.00 0.00 G03 12-07-08 12-07-08 2 X 4 2 X 4 04-05-11 ® 1 7.00 0.00 H04 04-10-00 04-10-00 2 X 4 2 X 4 01-04-08 ® 1 7.00 0.00 H05 04-10-00 04-10-00 2 X 4 2 X 4 02-06-08 ® 1 7.00 0.00 H06 04-10-00 04-10-00 2 X 4 2 X 4 03-07-05 ® 1 7.00 0.00 H07 04-10-00 04-10-00 2 X 6 2 X 8 03-07-05 ® 1 7.00 0.00 H08 03-10-15 03-10-15 2 X 4 2 X 6 03-00-14 IC 4 5.00 0.00 J01 01-00-00 01-00-00 2 X 4 2 X 6 01-01-15 4 5.00 0.00 J02 03-00-00 03-00-00 2 X 4 2 X 4 01-11-15 - 14 5.00 0.00 J03 05-00-00 05-00-00 2 X 4 2 X 4 02-09-15 2 3.54 0.00 J04 07-00-02 07-00-02 2 X 4 2 X 4 00-00-06 02-09-11 2 3.54 0.00 J05 06-09-02 06-09-02 2 X 4 2 X 4 00-00-06 02-08-13 10 7.00 0.00 J06 01-00-00 01-00-00 z x a 2 x a 01-00-.08 10 7.00 0.00 J07 03-00-00 03-00-00 2 X 4 2 X 4 02-06-08 e 2 7.00 0.00 J08 01-00-00 01-00-00 2 X 4 2 X 4 01-04-08 Z 4 7.00 0.00 J09 07-00-00 07-00-00 2 X 4 2 X 4 04-10-08 I/ 6 7.00 7.00 JO9A 08-06-00 08-06-00 2 X 4 2 X 4 05-09-00 L/ 4 7.00 0.00 J10 03-10-15 03-10-15 2 X 4 2 X 4 03-00-14 L// 2 7.00 0.00 J11 05-02-07 05-02-07 2 X 4 2 X 4 03-09-15 L 4 7.00 0.00 J12 05-00-00 05-00-00 2 X 4 2 X 4 03-08-08 ig 1 4.95 0.00 J13 01-01-04 01-01-04 2X6 2 X6 00-00-06 01-02-15 / 1 4.95 0.00 J14 01-04-04 01-04-04 2 X 6 2 X 6 01-04-03 1 4.95 0.00 J15 09-07-01 09-07-01 2 X 4 2 X 4 00-00-06 04-08-15 I 1 Job Information . Builder: Riverside Homes Job#: J160526-1 12276 San Jose Blvd.,Ste 120 File#: Jacksonville, FL 32233 (904)503-7055drill Salesman:Scot Burney Designer: John Knight Manning Building Supplies PAGE 1 Job: Jacksonville, FL 32256 jaxtruss@mbs-corp.com Key West Phone: (904) 268-8225 * Fax: (904) 260-2981 Report and Delivery Date DATE 11/21/16 1740 Maritime Oak Drive Del. Date: / / Atlantic Beach, FL 32233 Cover Sheet Truss Level: PROFILE QTY PITCH BASE 0/A LUMBER OVERHANG CANTILEVER STUB 0/A HEIGHT PLY TOP I BOF ID SPAN SPAN TOP 1 POT I FFT I RIGHT LEFT I RIGHT _ LEFT I RIGHT ..1112 1 4.95 0.00 J15A 09-07-01 09-07-01 2 X 4 2 X 4 02-04-05 00-00-06 I 05-02-14 I 1 4.95 0.00 J16 09-10-01 09-10-01 2 X 4 2 X 4 00-00-06 04-10-03 1 itai �° 1 4.95 0.00 J16A 09-10-01 09-10-01 2 X 4 2 X 4 02-04-05 00-00-06 04-10-03 I® 1 4.95 0.00 J17 05-05-10 05-05-10 2 X 4 2 X 4 00-00-06 03-00-09 1 4.95 0.00 J18 05-02-10 05-02-10 2 X 4 2 X 4 00-00-06 02-11-05 diC 2 4.95 0.00 J19 07-03-09 07-03-09 2 X 4 2 X 4 00-00-06 03-09-10 iJJ 2 4.95 0.00 J20 07-00-09 07-00-09 2 X 4 2 X 4 00-00-06 03-08-06 I� 4 3.00 0.00 J21 01-00-00 01-00-00 2 X 4 2 X 4 00-11-08 117 4 3.00 0.00 J22 03-00-00 03-00-00 2 X 4 2 X 4 01-05-08 4 3.00 0.00 J23 05-00.00 05-00-00 2 X 4 2 X 4 01-11-08 ,-�� 6 3.00 0.00 J24 07-00-00 07-00-00 2 X 4 2 X 4 02-05-08 i_eg :: 2 2.12 0.00 J25 09-07-01 09-07-01 2 X 4 2 X 4 00-00-06 02-04-13 �� 2 2.12 0.00 J26 09-10-01 09-10-01 2 X 4 2 X 4 00-00-06 02-05-06 0• 0 1'' 1 2 Ply 0.00 0.00 K01 06-06-00 06-06-00 2 X 4 2 X 4 01-08-00 FLOOR I QTYI DEPTH BASE 0/A END TYPE INT BEARING CANTILEVER STUB I I PROFILE PLYID SPAN SPAN LEFT 'RIGHT SIZE I LOCATION LEFT RIGHT LEFT RIGHT � 01-08-00 1 F01 18-08-04 18-08-04 L a i® 01-0800 E 3 4 F02 18-08-04 18-08-04 � 01-08-00 Il 3 2 FO2A 18-08-04 18-08-04 01-08-00 ® 1 FO2B 6 17-06-04 17-06-04 E 3 01-08-00 E 3 1 F03 18-05-05 18-05-05 ® 01-08-00 7 F04 18-05-04 18-05-04 E 3 611rAM IIIIM 0108-00 E 3 9 F05 12-03-04 12-03-04 ►�11111�II•ME 01-08 00 C 3 1 F06 12-03-04 12-03-04 1 1 1 . Bu !der: Job Information Riverside Homes Job#: J160526 1 12276 San Jose Blvd.,Ste 120 File#: Jacksonville, FL 32233rill Salesman:Scot Burney (904)503-7055 Designer: John Knight Manning Building Supplies PAGE 4 Job: Jacksonville, FL 32256 jaxtruss@mbs-corp.com Phone: (904) 268-8225 * Fax: (904) 260-2981 Report and Delivery Date Key West DATE 11/21/16 1740 Maritime Oak Drive Del. Date: / / Atlantic Beach, FL 32233 Cover Sheet -- Truss Level: FLOOR QTY DEPTH BASE 0/A END TYP= INT BEARING CANTILEVER STUB PROFILE PLY ID SPAN SPAN LEFT RIGHT SIZE LOCATION LEFT RIGHT LEFT RIGHT 1 01-08-00 1 F07 18-08-00 18-08-00 01-08-00 3 F08 18-08-00 18-08-00 01-02-08 ��� w 01F09-08-00 Jltl 18-09-08 18-09-08 01-08-00 ••= 2 F10 18-09-08 I l 3 02-00-00 01-08-00II II 3 F1106-02-08 06-02-08 07-06-08 07-06-08 �-1-1j 4 06-04-08 06-04-08 II 01-08-00 F14 03-06-00 03-06-00 r at 1 01-08-00 3 Ply FG01 15-05-08 15-05-08 ITEMS QTY PLY ITEM TYPE SIZE 1 LENGTH NOTES lFT-IN-16 1 2 SS-LMATL BM1-onCENTER®LVL 2.0E 1 3/4"x 20"- 18-00-00 1 2 SS-LMATL BM2-onCENTER®LVL 2.0E 1 3/4"x 20"- 14-00-00 1 2 SS-LMATL BM3-onCENTER®LVL 2.0E 1 3/4"x 20"- 10-00-00 2 Hanger HGUS26-2 20 Hanger HTU26 1 Hanger HTU28 28 Hanger THA426 • MANNING BUILDING SUPPLIES JOHN KNIGHT 11122/2016 6:52 AM 11155 PHILIPS PARKWAY DR.E. JACKSONVILLE FLORIDA 32256 904-268-8225 Version:16.0.0.8 Doma Sizer1M©2011-2016 BlueLinx Corporation Project: J160526-1-RIVERSIDE HOMES I KEY WEST MemberlD: BM1 Usage: BEAM Max Deflection: LL=U480 TL=U360 5 1/2" 3 1/2" -565psi -630psi I 16'11"(16'61/2"Clear) I LOADS Project Design Loads:Floor:Live=40.0 psf,Dead=15.0 psf Applied Live+Dead Ld(T) Live Ld(L) Location* # Shape To: @Start @End @Start @End LDF Span# Starts Ends Additional Info Area(psf) 55.0 40.0 100% 0 0' 16'11" 24"o.c.Base Uniform Load(Spcg Sen) 1 Uniform(plf) FP 330.5 240.4 100% 0 0' 16'11' F05 2 Concentrated(lbs) BP 3483.4 1602.8 100% 0 10'6 1/2" From member'BM2',Brg 2-BM2 Concentrated(lbs) BP 421.8 421.8 125% 0 10'6 1/2" From member'BM2',Brg 2 BM2 3 Partial(pit) 135.0 0.0 90% 0 0' 10'9' 9'WALL 4 Concentrated(lbs) 822.0 444.3 125% 0 0' J19J20 FROM UPPER ROOF 5 Concentrated(lbs) 234.0 126.5 125% 0 1' J06 FROM UPPER ROOF 6 Concentrated(lbs) 234.0 126.5 125% 0 3' J07 FROM UPPER ROOF 7 Concentrated(lbs) 910.0 491.9 125% 0 5' G01 FROM UPPER ROOF 8 Partial(plf) 278.5 150.5 125% 0 6' 10'5" G02 FROM UPPER ROOF Uniform(plf) 18.48 0 0' 16'11' Self Weight FP=Front Ply(side or top),BP=Back Ply(side or top);if blank,all plies are assumed to be loaded equally. "Dimensions measured from left end when span#is 0,otherwise,from left end of the specified span. SUPPORTS (lbs) 1 2 Max Reaction 8853 7698 Max 100% 3314 3709 Max 125% 1515 761 11 Min Reaction 8090 6436 Min 100% 2710 2710 Min 125% 1356 498 DL Reaction 4024 3228 Min Bearing 3.87' 3.15" [Based on bearing stress below] Brg Stress(psi) 565 630 DESIGN Actual Span Location Group Allow LDF Ratio V(lbs) 6084 1 16'91/4" 21 13300 100% 0.46 M(ft-lbs) 35048 1 9'6 3/8" 21 54424 100% 0.64 LtRn(lbs) 7646 0 0' 71 10876 0.70 See Note 4 RtRn(lbs) 6937 0 16'11' 21 7718 0.90 See Note 4 LLDefl(") 0.18 1 8'6" 21 0.42 U1119 TLDefl(") 0.37 1 8'6" 21 0.56 U543 USE: onCENTER LVL 2.0E 1 3/4" x 20" 2 Plies onCENTER®LVL by BlueLinx Grade,Depth,Plies selected by user Connect plies together with 3 rows of 0.162"x 3112"nails @ 12"o.c.(one row 2"from top,one row mid-depth,one row 2"from bottom). Add a cluster of(4)0.162"x 3 112"nails at concentrated load located at 10'6 112".Cluster to be 1 column of 2 nails on each side of concentrated load 2"away from hanger flange on the back face.Space nails equally and not within 2"of beam edges. NOTES 1.Designed in accordance with National Design Specifications for Wood Construction and applicable approvals or research reports. 2.Provide full depth lateral support at all bearing locations.Allowable positive moment is calculated based on top edge with continuous lateral support. 3.Analysis valid for dry-use only(less than 16%moisture content). 4.This reaction is based on the combination of loads&duration factors that produces the highest stress ratio and may be less than maximum reaction. Therefore,when reaction values are required,use Max Reaction from'Supports'section above. 5.Bearing length(Min Bearing)based on allowable stress of support material(Bearing Stress);support material capacity shall be verified(by others). 6.This member has been sized for residential use.A concentrated load check,per the building code,must be performed for commercial uses. 7.Company,product or brand names referenced are trademarks or registered trademarks of their respective owners. 8.Load Combinations:10=D,20=D+100%,30=D+115%,40=D+125%,50=D+160%,60=D+0.75(100%+115%),70=0+0.75(100%+125%),80=D+ 0.75(100%+115%+160%),90=D+0.75(100%+125%+160%),100=0.6D+160%,110=D+Commercial(100%),120=D+0.75(100%+160%) MANNING BUILDING SUPPLIES JOHN KNIGHT 1112212016 6:52 AM 11155 PHILIPS PARKWAY DR.E. JACKSONVILLE FLORIDA 32256 904-268-8225 Doma Sizerni 0 2011-2016 BlueLinx Corporation Version:16.0.0.8 Project: J160526-1-RIVERSIDE HOMES I KEY WEST MemberlD: BM1 9.Group=Load Combination Number+Load Pattern number.(For simple span,Load pattern=1 for LL,0 for DL). MANNING BUILDING SUPPLIES JOHN KNIGHT 11/2212016 6:52 AM 11155 PHILIPS PARKWAY DR.E. JACKSONVILLE FLORIDA 32256 904-268-8225 Version:16.0.0.8 Dome Sizer ©2011-2016 BlueLinx Corporation Project: J160526-1-RIVERSIDE HOMES I KEY WEST MemberlD: BM2 Usage: BEAM Max Deflection: LL=U480 TL=U360 I 1 3/4" 1 3/4" 1000psi 1000psi I 12'(11'10 1/4"Clear) I LOADS Project Design Loads:Floor:Live=40.0 psf,Dead=15.0 psf Applied Live+Dead Ld(T) Live Ld(L) Location* # Shape To: @Start @End @Start @End LDF Span# Starts Ends Additional Info 1 Uniform(plf) FP 196.0 142.5 100% 0 0' 12' B03 2 Partial(plf) BP 164.0 119.3 100% 0 0' 5 7 1/2" F11 3 Partial(plf) BP 200.5 145.8 100% 0 57 1/2" 9'7 1/2" F12 4 Concentrated(lbs) BP 337.0 245.1 100% 0 10'9 1/4" F13 5 Uniform(plf) 135.0 0.0 90% 0 0' 12' 9'WALL 6 Uniform(plf) 130.0 70.3 125% 0 0' 12' J10 FROM UPPER ROOF Uniform(plf) 18.48 0 0' 12' Self Weight FP=Front Ply(side or top),BP=Back Ply(side or top);if blank,all plies are assumed to be loaded equally. *Dimensions measured from left end when span#is 0,otherwise,from left end of the specified span. SUPPORTS (lbs) 1 2 Max Reaction 3910 3905 Max 100% 1607 1603 Max 125% 422 422 Min Reaction 1882 1881 Min 100% 1607 1603 Min 125% 422 422 DL Reaction 1882 1881 Min Bearing 1.50" 1.50' [Based on bearing stress below] Brg Stress(psi) 750* 750* [*Based on member brg stress] DESIGN Actual Span Location Group Allow LDF Ratio V(lbs) 2662 1 11'11 1/8" 21 13300 100% 0.20 M(ft-lbs) 10610 1 6' 21 54424 100% 0.19 LtRn(lbs) 3488 0 0' 21 4594 0.76 See Note 4 RtRn(Ibs) 3483 0 12' 21 4594 0.76 See Note 4 LLDef1(") 0.03 1 6' 21 0.30 L/5277 TLDefI(") 0.06 1 6' 21 0.40 L/2447 HANGERS (Simpson) Allow Header(See Note 7) Fasteners L THA426 4480 onCENTER LVL 2.0E 1 3/4"x 20"@ 2 Plies Face:(30)16d Common;Member:(6)16d Common R THA426 4480 onCENTER LVL 2.0E 1 3/4"x 20"@ 2 Plies Face:(30)16d Common;Member:(6)16d Common USE: onCENTER LVL 2.0E 1 3/4" x 20" 2 Plies onCENTER®LVL by BlueLinx Grade,Depth,Plies selected by user Connect plies together with 3 rows of 0.162"x 3 112"nails @ 12"o.c.(one row 2"from top,one row mid-depth,one row 2"from bottom). NOTES 1.Designed in accordance with National Design Specifications for Wood Construction and applicable approvals or research reports. 2.Provide full depth lateral support at all bearing locations.Allowable positive moment is calculated based on top edge with continuous lateral support. 3.Analysis valid for dry-use only(less than 16%moisture content). 4.This reaction is based on the combination of loads&duration factors that produces the highest stress ratio and may be less than maximum reaction. Therefore,when reaction values are required,use Max Reaction from'Supports'section above. 5.Bearing length(Min Bearing)based on allowable stress of support material(Bearing Stress);support material capacity shall be verified(by others). 6.This member has been sized for residential use.A concentrated load check,per the building code,must be performed for commercial uses. 7.Header type and size(must be designed separately)entered by user and shown for the purpose of hanger selection. 8.Company,product or brand names referenced are trademarks or registered trademarks of their respective owners. 9.Load Combinations:10=D,20=D+100%,30=D+115%,40=D+125%,50=D+160%,60=D+0.75(100%+115%),70=D+0.75(100%+125%),80=D+ 0.75(100%+115%+160%),90=D+0.75(100%+125%+160%),100=0.6D+160%,110=D+Commercial(100%),120=D+0.75(100%+160%) 10.Group=Load Combination Number+Load Pattern number.(For simple span,Load pattern=1 for LL,0 for DL). MANNING BUILDING SUPPLIES JOHN KNIGHT 11/2212016 6:52 AM 11155 PHILIPS PARKWAY DR.E. JACKSONVILLE FLORIDA 32256 904-268-8225 Version:16.0.0.8 Doma SizerTm @ 2011-2016 BlueLinx Corporation Project: J160526-1-RIVERSIDE HOMES I KEY WEST MemberlD: BM3 Usage: BEAM Max Deflection: LL=L1480 TL=U360 OFFICE COPY 3 1/2" 3 1/2" -565psi -565psi 9'8"(9'4 1/2"Clear) LOADS Project Design Loads:Floor:Live=40.0 psf,Dead=15.0 psf Applied Live+Dead Ld(T) Live Ld(L) Location* # Shape To: @Start @End @Start @End LDF Span# Starts Ends Additional Info Area(psf) 55.0 40.0 100% 0 0' 9'8' 16'o.c.Base Uniform Load(Spcg Sen) 1 Concentrated(lbs) FP 3488.3 1606.5 100% 0 2'1 9/16' From member'BM2',Brg 1 -BM2 Concentrated(lbs) FP 421.8 421.8 125% 0 2'1 9/16" From member'BM2',Brg 1 -BM2 2 Concentrated(lbs) BP 1319.0 959.3 100% 0 6'10 5/16' K01 3 Partial(plf) 135.0 0.0 90% 0 1'11 3/4' 8'71/4" 9'WALL 4 Concentrated(lbs) 500.0 270.3 125% 0 2' J17-J18 FROM UPPER ROOF 5 Concentrated(lbs) 234.0 126.5 125% 0 3'2" J06 FROM UPPER ROOF 6 Concentrated(lbs) 234.0 126.5 125% 0 5'2" J07 FROM UPPER ROOF 7 Concentrated(lbs) 1641.0 887.0 125% 0 5 10 11/16" E01 FROM UPPER ROOF 8 Concentrated(lbs) 1016.0 549.2 125% 0 7'11 3/4" E02 FROM UPPER ROOF 9 Concentrated(lbs) 915.0 494.6 125% 0 8'6" H07 FROM UPPER ROOF Uniform(plf) 18.48 0 0' 9'8" Self Weight FP=Front Ply(side or top),BP=Back Ply(side or top);if blank,all plies are assumed to be loaded equally. *Dimensions measured from left end when span#is 0,otherwise,from left end of the specified span. SUPPORTS (lbs) 1 2 Max Reaction 5872 5679 Max 100% 1789 1293 Max 125% 1189 1687 Min Reaction 4290 5232 Min 100% 536 938 Min 125% 860 1594 DL Reaction 2894 2700 Min Bearing 2.59' 2.50" [Based on bearing stress below] Brg Stress(psi) 565 565 DESIGN Actual Span Location Group Allow LDF Ratio V(lbs) 4477 1 0'1 3/4" 21 13300 100% 0.34 M(ft-lbs) 10750 1 4'10' 21 54424 100% 0.20 LtRn(lbs) 5127 0 0' 71 6921 0.74 See Note 4 RtRn(lbs) 4935 0 9'8" 71 6921 0.71 See Note 4 LLDefl(") 0.02 1 4'10' 71 0.24 L/5566 TLDefl(") 0.05 1 4'10" 71 0.32 U2449 USE: onCENTER LVL 2.0E 1 3/4" x 20" 2 Plies onCENTER®LVL by BlueLinx Grade,Depth,Plies selected by user Connect plies together with 3 rows of 0.162"x 3 112"nails @ 12"o.c.(one row 2"from top,one row mid-depth,one row 2"from bottom). Add a cluster of(4)0.162"x 31/2"nails at concentrated load located at 2'1 9116".Cluster to be 1 column of 2 nails on each side of concentrated load 2"away from hanger flange on the front face.Space nails equally and not within 2"of beam edges. NOTES 1.Designed in accordance with National Design Specifications for Wood Construction and applicable approvals or research reports. 2.Provide full depth lateral support at all bearing locations.Allowable positive moment is calculated based on top edge with continuous lateral support. 3.Analysis valid for dry-use only(less than 16%moisture content). 4.This reaction is based on the combination of loads&duration factors that produces the highest stress ratio and may be less than maximum reaction. Therefore,when reaction values are required,use Max Reaction from'Supports'section above. 5.Bearing length(Min Bearing)based on allowable stress of support material(Bearing Stress);support material capacity shall be verified(by others). 6.This member has been sized for residential use.A concentrated load check,per the building code,must be performed for commercial uses. 7.Company,product or brand names referenced are trademarks or registered trademarks of their respective owners. 8.Load Combinations:10=D,20=D+100%,30=D+115%,40=D+125%,50=D+160%,60=D+0.75(100%+115%),70=D+0.75(100%+125%),80=D+ 0.75(100%+115%+160%),90=D+0.75(100%+125%+160%),100=0.6D+160%,110=D+Commercial(100%),120=D+0.75(100%+160%) MANNING BUILDING SUPPLIES JOHN KNIGHT OFFICE C P ' 11122/2016 6:52 AM 11155 PHILIPS PARKWAY DR.E. JACKSONVILLE FLORIDA 32256 904-268-8225 Doma Sizer TM©2011-2016 BlueLinx Corporation Version:16.0.0.8 Project: J160526-1-RIVERSIDE HOMES I KEY WEST MemberlD: BM3 9.Group=Load Combination Number+Load Pattern number.(For simple span,Load pattern=1 for LL,0 for DL). Ind prior to installation. Otherwise, said claim will be denied. LOADING CRITERIA Roof Floor 5'11 1r2" k 12'a" 12'71@" k Top Chord Live Load 20.00 40.00 p.s.f. ,,�''9 �N�ti� Top Chord Dead Load 7.00 10.00 p.s.f. Ar r `8 1.iiii Bottom Chord Live Load 0.00 0.00 p.s.f. Truss Connector Total List r ►` A J06 Bottom Chord Dead Load 10.00 5.00 p.s.f. Manuf Product Qty i, J07 Total Load 37 55 HTU26 5 el L.' Ps.f. h HTU28 1 __ GO1 Duration Factor 1.25 1.00 r bNI G02 Building Code FBC 2014 RES ✓� 5 a Wind Standard ASCE 7-10 ( ✓i� r h Wind Speed 130 m.p.h. 0- 0 r J10(• p k5 b Jos g •:...: ::.....:.:.:.• �, : iv Ici Wind Usage RES. CAT II 3' 0 8" x c7 Building Exposure B "rum N `a 07 1' BuildingType Closed ..,:'4r ,� 7 • 'i E02 NOTE • .,......,:.m.... • It is the responsibility of the building designer or architect to provide an appropriate connection for trusses to supporting r _ EO3 structure per reactions shown on truss engineering.Special c �, arra considerations for mechanical equipment and/or plumbing(and a j1' • c • E04 their connections)in truss space must be diagrammed by the enx builder an approved truss layout prior to fabricaton. Manning Building Supplies is a truss manufacturer whose 2 0"i2'0" c C10 responsibilities are limited to those described in WTCA 1-1995 • N, (sections 6.0 and 7.0).Accordingly,it disclaims any c C responsibilities for the the construction design,drawings, documents including the installation and bracing of trusses N.-,t- C�B manufactured b Manni •Buildi •Su,.-des. fo Warning: iC�7 Conventional framing,erection and/or permanent bracing is not o the responsibility of the truss designer,plate manufacturer,or " iii► ""' 1 truss manufacturer.Persons erecting trusses are cautioned to C06 seek professional advice regarding erection bracing which is - always required to prevent toppling and dominoing during erection;and permanent bracing which may be required in C05 specific applications.See bracing woad trusses commentary NWAIL and recommendations(SCSI 1-03)for further information. C04 and r Trusses M9rere no sheathingplied directlyt the topba or bottom s'' a chords,they shall be braced as specified on thengineered • • c CO3 design.Trusses shall be handled with reasonable care during r erection to prevent damage or personal injury. • c CO2 Approved truss anchor by builder. .. iv 2x4 Tminimum top and bottom chords. 7 Col Square cut overhangs 12 J12 : E J12 637 V Jo irfl, ,.. . = mi ,, J06 61/2' 12 \ i^4. 4I I U iii .,„ _ . V �11�� vs By Others BRO. dherwise. '• k 1O'51/2 i 10'0" _ 10'51/2" 1 6 T •ical Truss Ends :ch Legend 5/8"Plate Height Engineer of Record: 1/8"Plate Height SHOP DRAWING REVIEW DISPOSITION Floyd S. Simpson - FL PE #50791 1 1/8"Plate Height A T ie is only for conformance with th n e f th does not re'ieve the contractor 11481 Old St.Augustine Rd#202, chase of responsibility for any deviation from the requi ements of the shop Jacksonville, FL 32258 drawings.Contractor shall determine and verify all field measurement*. anchor byManning Liu ding R muss APPROVED 0 RETURNED FOR CORRECTION f2"Ribbon IISupplies, INC. 14txtAt • 0APPROVED AS NOTED 0 RETURNED'WITHOUT ACTION 111Jacksomlie,FL 32256E 1 Phone(904)268-8225 / 1 0 NOT APP EO ❑SEE TRAN ►,11TTA E TTER Fax:(904)260-2981 ♦ COMMEW1MN MBS-CORP.COM fi 50 'Vn JAXTRUSS@MBS-CORP.COM BRO. BY DATE ` �29 I Customer: !Riverside Homes HULSBERG ENGINEERING,INC. FL CERT.25846 Job Nome: 11481 ST AUGUSTINE RD./202 Key West Truss Ends JACKSONVILLE,FL 32258 LotfelWSubdiv 112/ /ABCC DN-CENTER BLI-JOIST 15432.... BLUELINX ON-CENTER RIMBOARD 15432 Scale: prawn N.T.S. 11!21/2016IJob Number. JK J160526-1 1 All claims for error or defective material must be made within 5 days of receipt of goods 1 } 37'3 1/2 k 12'71/2" voir ✓Os. 0 0 Ti. A03(2) $ c: �B02(2) 903(77 - > > Q �____31._.:1219„....,.. > Q m � 3 � ;.L:•.•e E.-- NT i...r. - u.r_i sda Sw.a:";7s:^.1;ssr"?ysr .]:r.!.!101.".1.1,","., " ..w._. "' ......_. .. _ F08-- Jot R r 0" 2'0" 2'0" 2'0" 2'0" . 2'0" 2'0 F2 0"12 0"}2'0 10 1 I 2'0 2'0" 0" TMM16 b .$ ITHMm • • •k *"MM a • • b gig ,iis. nixes ii i€ nN.ie bo r_.._ 5'11 1/2" i t I r l in WAG bIll I \ //"� � � I \ b "auszaxK01 m' F11 3 - co NUM : �' I/ .��� (_)_ `� �_ a bs Y__ • • // ` - ,",W. F. bti ' • I MAIM b i"MM r bM a T"MM 0" ' on g.0" o" . on, ,"Ma b ill Mel • •I ' Iii F03 r F08 • LL '=10( T"Mr • • b• Jag „ - F02 II I!LI x"n 1'7 OM F02A J.1 1"4 o I isl-III ,� c,. ..•' f 13'0112" T"MM FO2B P e - :_T"M1e'I 1'9�� FO2A 1,8 Ell OFFICE COPY el ii4�i o 12'11/r s o 1st Floor A, � LL �.... 'Ell 'F01 II •: ill Elk -- I Hatch Legend b Ha 8'-2 5/8"Plate HeightII N 'er/ �8" J 9'-1 1/8"Plate Heightiii • 3 • I iii::```'9.-1 Oil , �, � � 10'-1 1/8"Plate Heightifrifi _10'- ■ II. .A/C chase - -- ---- - --------- • EA/C lN�/ N 0V > ' > Q iQ - ! ❑ ❑ I-Nf V, -Ni✓S ✓a)6. Approved tom iN 1` 19'0" _ 27 0" _ 3 Products Truss Connector Total List 20" PIotID Length Product Plies Net Qty Manuf Product •ty 13-M1 18' 0" onCENTER®LVL 2.0E 1 3/4"x 20" 2 2 HGUS26-2 2 i BM2 14' 0" onCENTER®LVL 2.0E 1 3/4"x 20" 2 2 Simpson HTU26 15 BM3 10' 0" onCENTER®LVL 2.0E 1 3/4"x 20" 2 2 THA426 28 Typical FLORIDA PRODUCT APPROVAL CODES: MITEK PLATES 15638.... BLUELINX ON-CENTER-LVL 1899.31 ... BLUELINX t°T V TNA w N + -•-•-•.P745.5,,.! W W N ,sp, TN A W N ''D 2'12 I) v m g g 8 b'�'€ gg3 ° a •QTm o N.'o r n D •412�Eaa g u c O .. .- gD A(A U1 w m2 �� m p om E �t c ,gat Dg - Nix w s 5 a nm m o az ,'o s,- -� a41 w � c • 5 c u g�. 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N W Y4,, V -1 • A Awwrpi A :7.1A8 -i m N P a r 0 n D r A I SITE PLAN LOT 112 AS SHOWN ON PLAT OF ATLANTIC BEACH COUNTRY CLUB UNIT 2 AS RECORDED IN PLAT BOOK 67, PAGES 132-137 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FL. .,A GRAPHIC SCALE 30 0 15 30 2T(� ( IN FEET ) ?O 1 inch = 30 ft. x� �tGF� ,‘ 5.00' N. N.ti \ ...\4 n 43, ,-/i.,.'.,, \' '"{ 42,\J, m �-y1' .,, tiry 5Nlittkits: 00' 0°0'<.u.4000.:4•"' �11 \ 5.00' • \ �c11 SP;(;),` *** \6, 61 "-41, ...Vie *** ar) 9 CO 5.00' - �, 5`,,`***V J .w ocol& y-`,civ \.0'�` ASI,0 �*Ov**4 m Q�"�����• 20 fr*a•Ssssv ASS** le 4 \ W.‘‘4.41111$1 % / T LINE TABLE � � ,,,�i�i�� UNE DIRECTION LENGTH ,L L1(P) Ssr36'sease 60.00 0o• L2(P) sat•36'S6'w 60.00 ® / L3(P) 4438'23'04'W 90.00 / 1N 1 16, / ti \ 0 DENOTES CHEMICAL TOILET 1"j- DENOTES FUTURE 4" TREE DEN R icEs; DENOTES PROPOSED CONCRETE 1.BEARINGS ARE BASED OI THE CENTERLINE a MAPoOME OAK DRIVE AS BEING N38-23114-114. �! • 2.DRAINAGE ELEVATIONS SHOWN HEREON ARE BASEDON NAW S9e6. ; DENOTES PROPOSED PAVERS THE LANDS SHOWN HEREON UE WPMFLAXD ZONE'X'AS DEPICTED ON 11€FLOOD INSURANCE RATE YAP (F (FIR.M.)COMMUNITY NUMBER 120077,PANEL NUMBER 0406H.DATED.JUNE 3.2013,THE ROCO ZONES SHONA ON THIS SITE PLAN ARE SCALED OFF a THE F.EJA.A F.LRIL MAPS AND ARE FOR REFERENCE ONLY.THE F.IA1.1. ® DENOTES PROPOSED WOOD INFORMATION AND100E MUNE/MOPES Ott THIS SITE PLAN ARE VALID ONLY FOR DATES Al TO ANTI D INCLUDING E DATE OF 11415 141E PLAN..DERE MAY HAVE BEEN SUBSEQUENT REVISIONS AFTER TMS DATE THAT WILL SUPERSEDE SOO NFORMAIION.NOURIR SHOULD BE MADE TO 11€COYYUMTYS 8000 PLANE MANAGEMENT REPOSITORY, DEPARTMENT OF PUBLIC WORKS DUVAL COUNTY. ••SEIBACNS•• 4.8000 MAPS REFERENCED HEREON ARE BASED ON NAVD 1960. FRONT-20 FEET FROM FACE O'GARAGE 70 BACK OF RIGHT OF WAY ANO 0.NO UNDERGROUND FOVNOATONS OR U1sJi1ES&NO IMPROVEMENTS.O1HER THAN 71106E SHOWN WERE LOCATED 15 FEET FROI BURRING FACE Pt PORCH TO BAO(or RIGHT OF WAY; ANDER THE SCOPE OF TMS SITE NIT SOD BREAKDOWN q n EXCEPT OPNEB/DSIBLE-FRONTAFE LOTS,FOR MICH 11€NON-ADDRESS O.ADOlms.KLEMM AND/OR ANY WRITTEN NEGOTIATION ADDED TO THIS MAP ND/Ot REPORT IS PROMBITED FRONT/SIDE 4MMUY TARO SHALL BE 10 FEET FROM GARAGE OR 0UILIXNG AND IS NOT AU11NX 106 BY 71E WRONG SURVEYOR TOTAL LOT AREA 5,400 Sq.Ft. FACE TO BACK OF RIGHT OF WAY. 7.THIS MAP IS TIOSDO TO CID VIEWED DIAT A SCALE THE 1USSI CR SMALLER. R/W TO CURB 1.242 Sq.Ft. N.NOT ENO. E PAWS DEPICTED AS EXTENDING INTO BUILDING RESTRICTION W75 MUST REMAIN UNCOVERED& ENCLOSED. D.UPLAND BUFTERS ADJACENT TO WETLANDS ARE TO MANN NATURAL,VEGETATIVE AND UNDISTURBED. CROSS S00 AREA 8,642 54 Ft. 10.DIMENSIONS ARE N FEET AND DECIMAL PARTS THEREOF. nFrv_ICTONS IMPERVIOUS COVERAGE II.THIS SITE PLAN IS ONLY FOR THE LANDS AS DESCRIBED.IT IS NOT A CERTIFICATE OF RILE,ZONING. FOUNDATION SLAB 2,483 Sq.Ft. 12 DNS STE CRAN FREEDOM OF ENCUMBRANCES 1A.1M5 PLAN WAS NOT MENDED TO DD1NEAlE CR WEFNE ANY WETLANDS.ENVIRONMENTALLY SENSITIVE DRIVEWAY UNDATI 1, Sq.Ft. IMPERVIOUS Sq.Ft. LOT Sq. AREAS.SEDUM HABITATS CR ICN:NAL UNES OF ANY FEDERAL STATE.RE004441.CO LOCAL AGENCY. LEAD WALK 44 Sq pp ANDOF THE S CR OTHER ENTITY ANS ANY UAIJTY RESULTING THEREFROM IS NOT DHE RESPONSIBILITY .Ft. 3.509 Sq.FL 5,400 Sq.Ft. e4.91O SIDEWALK A 327 Sq.. Ft. OM 13.UNLESS A CBEARINGSSCFI IS MADE MEASURED BEARINGS AND DISTANCES ARE IDENTIPIED. CAL NTH PLAT VALUES A/C PAD(S)&GARAGE 60 SQ.Ft. 14.THIS STE PLAN IS BASED ON INFODIATEPI AS PR04DE0 BY THE CLIENT. BUILDING COVERAGE IS.BUILDING AM IMPROVEMENT ALL DES AS DEPICTED IEREDN ARE IERPENDATE R TO THE PARCEL PROPERTY LIES SERVICE DOOR STAB UNLESS SEOTHERWISE NOTED.ALL BOLDING TES ARE SHOWN TO TAE FWNDATON. WATER/CONSERVATION0 Sq.Ft. 16.PLEASE NOTA TO TNA PUT FOR ADDITIONAL ITEMS TUT MAY AFFECT 165 LOT. j(LTAR CONS RUNS 4,028 Sq.Ft. COVERED Sq.FL LOT Sq.Ft. S 17.TNS ISC DEPICTEDNOTAKSECTHERE. 10.PUBLIC SIDEWALKS ES HEREON ARE TTO BCR THE CONSTRUCTIONOCCR PLANS I. TERRY SHOWNERECT FOR NET Cflh AREA 2,614 Sq.Ft. 2.483 Sq.Ft. 5.400 Sq.Ft. 45% IN D/OR OUAI PURP06E5 ONLY AND ARE NOT 1D BE TIDIED NST FOR CONSTRUCTER. fIS CORRECT LOCATION AND/OR ONFNSIDNS REFER TO THE MOST CID RA SET OF CONS7R A IIBI PUNS 11ERE ISA DUVAI.4 2ZTY AL ON ALL STANDARDS. ALL O ES M AND E NOS SHALL 3 A E PORTION MEET CURRENT ALK WHICH AND ADA S S THROUGH CROSS SLOPES SI PRC BE MARE TMEE 2I TIE PORTION T. THE S PLEASE OTE TRANSVERSES THROIOI THE pRIrEYIAY APRON SHALL ALSO MEET 1165 REOIIREM7IT.ALSO.PLEASE NOTE TEAT UTILITIES(METER BOORS.VALVES.ETC.)SHALL NOT BE INSTALLED WITHIN THE SIDEWALK 19.DRAINAGE STRUCTURES DEPICTED MAY VARY N 142E REFER TO ENGf1EERING PLANS FOR CORRECT DIMENSIONS 20.A/C PADS MUST MANTAIN 2'AWAY FROM ANY PROPERTY UNE AND CAN NOT ENCROACH NW A DRANAGE EASEMENT DUE 10 091406E PURPOSES REVISION A REVISED 141E PLAN-UPDATED HOUSE(11/21/16)(DDM/000) CERTIFIED To:RIVERSIDE HOMES PREPARED FOR:RIVERSIDE HOMES O, OW W OW.P "��0 WOO �,� HARTRAM TRAIL SURVEYING, INC.MUM LAND LAND SURVEYORS - PLANNERS - LAND DEVELOPMENT CONSULTANTS ` f rita � °"` ..,� 1501 COUNTY ROAD 315 SUITE NO. 108 (904 284-2224 0.-_m a GREEN COVE SPRINGS, FL 32043 FAX (904 284-2258 KM.MOMS�W. ' .. 'e m...,.n.man.,,, RI,a CERTIFICATE OF AUTHORIZATION LB #89 1 ..- „m COPYRIGHT © 2018 ',,,...e ...m��v w..orxr er.,n NOTATION: F.I.R.u.ROOD ZONE X(N/A) ��_,..oww wrRre,ew '1 HEREBY CERTIFY,that this survey graphically represents The survey hereon os made without benefit of abstract or W/ELEVATION: _ =r the results of o field survey mode under my responsible search of title,ondw therefore the undersigned 9 nd Bortrom PANEL NO.: 120077 D406H 8/3/13 ' o,aw direction and complies with the latest Standards of Trail Surveying moke no Certifications regarding Bformatlon rte00000 ,'"�`.,,. E4=wIE. Practice for Surveys as promulgated by the Florida State shown or not shown hereon pertaining to easements,claims 2_RIR ''id) mRe.. I Board of Professional Surveyors and Mappers,Chopter of easements.Rights-of-way,setback lines,overlaps. FB C4 ttt_ . mma q 5.-17 F.A.C.; Pursuant to section 472.027,Florida Boundary Line disputes,agreements.reservations or other N/A sim"n-EOMY��.sm--u ar,olm statues,subject to all notes and notations shown hereon. s(mIor matters which may appear in the abstract.or Search, _ DATE: SCALL' Q�go wrcwaxena 1000.1.=.40/0000 N/A N/A This survey Ls Prepared and certified for the exclusive use of 9/1/18 1'=30 -: -.o-soma,"."s=roa'.r FIELD WORK COMPLETED MAP ORIGINALLY SIGNED the client named hereon and the survey map and report of the copies thereof are not volld without the signature and PROJECT NO.: I REVISI(N: A N/A the original raised seal of a Florida licensed surveyor and 1349-18-025 mapper. THOMAS P. HUGHES, P.L.S. SHEET 1 OF 1 STATE OF FLORIDA LICENSE NUMBER LS 3507 DRAWN Br: DDM CHECKED BY: Dec OFFICE COPY 1. SITE PLAN LOT 112 AS SHOWN ON PLAT OF ATLANTIC BEACH COUNTRY CLUB UNIT 2 AS RECORDED IN PLAT BOOK 67, PAGES 132-137 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FL. 4A ciGRAPHIC SCALE 30 O 15 3Dcp ,5Tx2 ( IN ii•hk i ) \ `'�• 1 inch = 30 ft. \\47. ),, 7', ti \ rr� �'� � 5QTo ,�V"" or 41. s op v"•4,., 5.00' 5.00' L1' \. 3' * Y`��'A \ ,06 ,,N ,.. o 4„ ,,,O. . ' ,34 .00i4 sss ylo 5.00' .k• %% N5', ;��, ys�- >••••%* of \\ !kV,♦ &���� 0�P�4\s.��,`,♦ 20 33\ \ N.,C. Nr4 \ ,G' **S ,e‘voi o \d / I.44t4'. 1.s LINE TABLE ` v.,,,y• `A4U.S sir. UNE DIRECTION LENGTH F�JJ L1(P) 551136'S6'W 60.00 N3„p, 1,.11(P) 55116.56"W 80.00 OF) d'�" / 11(R) N382204'W 90.00 / 'Nltx 0 / do \ E DENOTES CHEMICAL TOILET 0,'/- DENOTES FUTURE 4" TREE GENERAL NOTES ~ 1.BEARINGS ARE BASED CN THE CQNTERUNE OF MARITIME OAK URINE AS BEING N3813'04'W. 1,... 1 DENOTES PROPOSED CONCRETE 2.DRAINAGE ELEVATIONS SHOWN HEREON ARE BASED ON NAND 1988. 3.THE LANDS SHOWN HEREON UE WINS ROOD ZONE'1C AS DEPICTED ON THE FLOOD INSURANCE RATE MAP (F.I.R.M.)COMMUNITY NUMBER 120077.PANEL NUMBER 0408XJU .DATED.SHE 3,2013•THE F1.000 ZONES SHOWN ON �„ DENOTES PROPOSED PAVERS THIS STE PLAN ARE SCALED OFF OF 11E F.E.M.A.FIRM.MAPS AIA ARE FOR REFLENCE ONLY.THE F.IA.M. INFORMATION AND DEUNEADONS ON THIS STE PLAN ARE HALO ONLY FOR DATES UP TO AND 190.00NG THE DATE ® DENOTES PROPOSED WOOD OF NIS STE PLAN.THERE MAY HAVE BEEN SUBSEQUENT REVISIONS AFTER TITS DATE THAT MU.SUPERSEDE SAID INFORMATION.INQUIRES SHOULD BE MADE TO TIE COMMUNITYS 8-000 PLANE MANAGEMENT REPOSITORY, DEPARTMENT O PUBLIC WORKS.DUVAL COUNTY. 4.FLOOD MAPS REFERENCED HEREON ARE BASED ON NAV°1988. 5.NO UNDERGROUND FOUNDATIONS OR MITES A NO IMPROVEMENTS.OTHER 1HAN THOSE SHOWN WERE LOCATED **SETBACKS.• UNDER THE SCOPE O THIS STE PLAN. FRONT-20 FEET FROM FACE O GARAGE TO BACK OF RIGHT OF WAY AND 6.ADDITIONS DELETIONS ANA/OR ANY VRITTEN NFOtMAT1ON ADDED TO THIS MAP AND/OR REPORT IS PROHOTED IwAf.me 15 FEET FROM BURRING FACE OR POROI TO BACK O RIGHT O WAV; AND IS NOT AUTHORIZED BY TIE 9GNWC SURVEYOR SOD BREAKDOWN O'OSA EXCEPT CONER/ODUBLE-FRONTAGE LOTS.FOR 411131 THE NON-ADDRESS TOTAL LOT AREA 5.400 Ft. FRONT DE NIMWM YARD SHALL BE 10 FEET FROM GARAGE OR BUILDING 7.TK YAP IS INTENDED TO BE AS XT AT A I SCALE O 1'1101 OR 91A11ER. Sq. FACE BACK O RIGHT O WAY. N8.OT FNpKSS8 PATIOS DEPICTED AS EXTENDING INTO THE BUILDING RESTRICT%UMTS MUST REMAIN UNCOVERED& R/W TO CURB 1.242 Sq.Ft. 9.UPLAND BUFFERS ADJACENT TO WETLANDS ARE TO REMAIN NATURAL VEGETATIVE,AND UNDISTURBED. 04055 50D AREA 8.842 Sq.Ft. 10.DIMENSIONS ARE N FEET AND OEOMAL PARTS THEREOF. DEDUCTIONS THIO STE PLAN CR SISISOM LYE THE LANDS AS DESCRIBED.IT IS NOT A CERTIFICATE OF TITLE.ZONING. FOUNDATION SLAB 2.483 Sq.FL IMPERVIOUS COVERAGE EASDI12.THIS STE PLAN WAS NOT INTENDED TO DELINEATE OR DEFINE ANY WETLANDS.ENMRONMENTALLY SENSITIVE DRIVEWAY 1014 Sq.Ft. IMPERVIOUS Sq.Ft. LOT Sq.Ft. % AND'=MCE NISSO OR OCR THHER ENTITY AND ANY UNRUTY RESRISOICTIONAL UNES OF MC(FEDERAL U LTING THEREFROMµIS NOT TTHE'RESPONSBwnSq. Sq.Ft. 5.401 Sq.FL 64.91 LEAD WALK 44 Ft. 3,509 O THE UNDERSIGNED. SIDEWALK AREA 327 Sq.Ft 13.UNLESS A COHPAISSON IS MADE.MEASURED BEARINGS AIA DISTANCES ARE IDENTICAL WTI PUT VALUES. 14.1145 STE PLAN IS BASED ON BKORMATON AS PROVIDED BY THE CUEIIT. A/C PAD(S)A GARAGE 60 Sq.Ft. IS.BUILDING AND IMPROVEMENT TIES AS DEPICTED HEREON ARE PERPENDICULAR TO THE PARCEL PROPERTY DIES SERVICE DOOR SLAB UNLESS OTHERWISE NOTED.ALL BUILDING TES ARE SHOW TO THE FOUNDATION. BUILDING COVERAGE 1e.PLEASE REFER TO THE PLAT FOR ADDITIONAL 11045 THAT MAY AFFECT THIS LOT. WATER/CONSERVATION 0 Sq.Ft. ( 17.TMS IS NOT A BOUNDARY SURVEY. TOT L OA DUCTIONS 4.028 Sq.FL COVERED Sq.Ft. LOT Sq.Ft. % 18.PUBLIC 90Ewu115 DEPICTED HEREON ARE BASED ON 1HE CONSTRUCTION PLANS. 1 EY ARE 5110WN Fat �NLT 500 AREA 2.614 NFORNAIKNAL PURPOSES ONLY AND ARE NOT TO BE RELIED UPON FOR CONSTRUCTOL FOR CORRECT LOCATION Sq.Ft. 2.483 Sq.Ft. 5,400 Sq.Ft. 45% ANB OR DIMENSIONS REFER TO THE MOST CURRENT SET O CONSTRUCRICN PLANS. THERE IS A MAIOYUM 2% SLOPE ON ALL SIDEWALKS A.9OEWAUL AND FLAMNORK SHALL.AT A MINIMUM,MEET CURRENT DUVAL COUNTY AND ADA STANDARDS.CROSS S.OPES SHALL BE NO MORE THAN 2%TE PORTON O THE SCEWALK WHICH TRANSVERSES TROUGH TE DRIVEWAY APRON SHALL ALSO MEET TRIS REQUIREMENT.ALSO,PLEASE NOTE THAT UTUTES(METER eons.VALVES.ETC.)STALL NOT BE INSTATED WITHIN TE 9OEWALK. 19.DRAINAGE STRUCTURES DEPICTED MAY VARY IN SIZE. REFER TO ENGINEEINNG PLANS FOR CORRECT DIMENSIONS 20.A/C PADS MUST MAINTAIN 2'AWAY FRCS ANY PROPERTY UNE AND CAN NOT ENCROACH INTO A DRAINAGE EASEMENT DUE TO DRAINAGE PURPOSES. REVISION A:REVISED SITE PLAN-UPDATED HOUSE(11/21/16)(00M/DBC) PREPARED FOR:RIVERSIDE HOMES CERTIFIED T0:RIVERSIDE HOMES um SA = WOWS O' '.." 3: e BARTRAM TRAIL SURVEYING, INC. 4- 4.w•0.., :gig,m"" LAND SURVEYORS - PLANNERS - LAND DEVELOPMENT CONSULTANTS MOW 1501 COUNTY ROAD 315 SUITE NO. 108 904 284-2224 _ra=RMO=INISSMAA oeMO..WOWS Ron Or WISE reo.nie ON IS 20.o111•0111 MT / ��,' GREEN COVE SPRINGS. FL 92043 FAX (904 284-2258 °°`� ^ "�, STAY AMMO CERTIFICATE OF AUTHORIZATION LB /890001 i:8S8'=.111:3.,‘""3- _ COPYRIGHT © 2018 Lail' Y860 VPSO'MI NOTATION; FIRM.R.000 ZONE Qae.=.""°'.,,.,, "`.'"''' 1 HEREBY CERTIFY,toot this survey graphically represents The survey hereon was mode without benefit of abstract or W/ELEVATION: X(N/A) ,.z?_ x .em. ..= the results of o field survey mode under my responsible search of title,and therefore the undersigned and Bertram - - 'SM'OO, OV.r.,.... direction and complies with the latest Standards ofTrail Surveying make no CertiDeotIons regarding information PANEL NO.: 120077 040811 6/3/13 : 0.0®,.. m Practice for Surveys os promulgated by the Florida State shown or not shown hereon pertaining to easements,claims � -m'Ooseoe. 'i Board of Professional Surveyors and Mappers,Chapter of easements.Rights-of-way,setback lines.overlaps. FB/PG:• - - ... • 5U-17 F.A.C.; Pursuant to section 472.027.Florida Boundary Line disputes.agreements.reser ations or other N/A ,.� statues,subject to oil notes and notations shown hereon. similar matters which may appear in the abstract.or search. Y_me mss w."r... N/A N/A This survey Is prepared end certified ter the exclusive use o1 DATE. 9/1/16 I 1' 30 ..-"=1,an...a-m-re.74 tt. ••,. FIELD WORK COMPLETED MAP ORIGINALLY SIGNED the client named hereon and the survey mop and report of the copies thereof are not valid without the signature and PROJEC-NO.: REVISI(XN: N/A the original raised seal of o Florida licensed surveyor and 1y19_16_ A THOMAS P. HUGHES, P.L.S. mapper. 111 STATE OF FLORIDA LICENSE NUMBER LS 3507 DRAWN Br. Dau CHECKED BY: CMG SHEET 1 OF 1