Loading...
1776 MARITIME OAK DR - PERMIT 6-`' t . '1r ; . f \' l CITY OF ATLANTIC BEACH J F !A ) 800 SEMINOLE ROAD J - - x 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-1107 Job Type: SINGLE FAMILY RESIDENCE Description: NEW HOME DRIVEWAY Estimated Value: $590,000.00 Issue Date: 5/27/2016 Expiration Date: 11/23/2016 PROPERTY ADDRESS: Address: 1776 MARITIME OAK DR RE Number: None GENERAL CONTRACTOR INFORMATION: Name: RIVERSIDE HOMES OF N FL Address: 414 OLD HARD RD STE 502 MATTHEW ROBERTS Phone: - - PERMIT INFORMATION: FEES: ENG REV RESIDENTIAL BLD $100.00 PLAN CHECK FEES $840.00 UTIL REV RESIDENTIAL BLDG $50.00 BUILDING PERMIT FEE $1,680.00 STATE DCA SURCHARGE $25.20 SEWER SDC-SYSTEM DEV CHG $4,050.00 STATE DBPR SURCHARGE $25.20 A ATER\0004 Nig IllY/Tt4P10.Ec1 (T1 NCE 1;ON00,L CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. f '�f CITY OF ATLANTIC BEACH ;. -.� s) 800 SEMINOLE ROAD X ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5814 �J;31>� WATER CROSS CONNECTION $50.00 WATER SDC-SYSTEM DEV CHG $1,140.00 Total Payments: $8,330.40 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. $=�-it City of Atlantic Beach .1`fT7cFy .r0% APPLICATION NUMBER ' - Building Department -'' .` . 800 Seminole Road MAY O16 I (To be assigned by the Building1Departm nt.) c .r..; ;1 '� I /0 6 �r Atlantic Beach, Florida 32233-5445 I I �� �� Phone(904)247 5826 • Fax(904)247-5845 ":1_01119%- E-mail: building de t coab.us • _ Date routed: 5f 2 ,, City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: l7 76 Art--kr? 6 t/� I - : : t review required Yes No Bu' .- g Applicant: I ! vg r&-)1) in E ,S , larthing &ZoningY- ,� / Project: A V E3 l-tum f. - t Vi,0,4 y Tree ublic Work)dministrator � •c Utilities u is a ety Fire Services Review fee $ Dept Signature 1 ,(.4-\ 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: IAPPLICATION STATUS Reviewing Department First Review: Approved. ❑Denied. (Circle one.) Comments: BUILDING PLANNING &ZONING Reviewed by: � �� V" Date: �1q Ik' TREE ADMIN. Second Review: A roved as revised. ❑ pp ['Denied. cL04IC WO' C s mments: PUBLIC UTILITIES 5J3/f PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: I 'Approved as revised. ['Denied. Comments: Reviewed by: Date: Revised 05/14/09 rj 1i-, City of Atlantic Beach 1477-584-15C�+���J � iAPPLICATION NUMBER ' Building DepartmentMAY E (To be assigned by the Building Departm nt.) i- r 800 Seminole Road ZQ�O —��� / ��Atlantic Beach, Florida 32233 5445JPhone(904)247 5826 Fax(904) /6:}... * E-mail: building-dept@coab.us = Date routed: �/ ITr f 2Q City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: l7 7(� ,74Y� 17? 6 Oki( . --,� U : t review required Yes No / Applicant: 1vr - TbL �� S ,.-; a ,_-.ng &Zoni 2a ,� /� rn Tree ' .ministrator / Project: V E/0 £ -. t VE �blic Works VI:Vic Utilities is a ety Mil� 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: illApproved. ['Denied. (Circle one.) Comments: j1 1 J#e`W4/ .a BUILDING PLANNING &ZONING Reviewed by: U Date ld l TREE ADMIN. Second Review: A roved as revised. ❑ pp ❑D:, ied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ['Approved as revised. ❑Denied. Comments: I Reviewed by: Date: Revised 05/14/09 BUILDING PERMIT APPLICATION CITY OF ATLANTIC BEACH 800 Seminole Road, Atlantic Beach, FL 32233 Office (904) 247-5826 Fax (904) 247-5845 Job Address: IT-lb rri-font_ Oak. T2P6kt-e- Permit Number: Legal Description , ,est ' 26 Legal ., � .....�.; :� � .. . .ns.. . ., Parcel # �(071;.)0`j oor • re!o q. t. q. .t Valuation of Work$ l o00 Proposed Wor heated/cooled '122;1 non-heated/cooled .(9v000. Class of Work(circle one): New Addition Alteration Repair Move Demolition pool/spa window/door Use of existing/proposed structure(s) (circle one): Commercialidentia� If an existing structure, is a fire sprinkler system installed? (Circle one): Yes No �/-A-) Florida Product Approval # For multiple products use product approval form Describe in detail the type of work to be performed: p\[. f) C N'.. i e_ff ..j - Sc 2 Property Owner Information: Name:jRiVQfSI(IQ 1-101Y1P-S OC N. fL.) It iC. Address: lag 7(p LOu\i i31,/c1� SUJ- Igo City c O e K3 ‘R StateFLZipa3 Phone oroz1.. 503•-7(2)55 E-Mail or Fax # (Optional) a 0-.+42ie rre3 rflj ri VP r iolfzi-lon e .Contractor Information: Information: Company Name:'R\'iQXCS&CIQ Ptct( S cc-- N. VL. INC.Qualifying Agent: Ma -4h2w Address:J0cD7(P,Sony JQS2 BLVd .SCJ-(Q /0.)0/ City c- C. JCKSOrvvi (le. State -RI- Office FLOffice Phone 9Q4.5e3•1O55 Job Site/Contact Number Fax# State Certification/Registration # C?C. I Q5 4135 Architect Name& Phone# NE t-L 404 -a(AO. 331 q Engineer's Name& Phone # Teekwoloajc) 0104•et943l • 000 Fee Simple Title Holder Name and Address Bonding Company Name and Address Mortgage Lender Name and Address Application is hereby made to obtain a permit to do the work and installations as indicated. I cert that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulatingconstruction in this jurisdiction. This permit becomes null and void work is not commenced within six(6)months,or!I-construction or work is suspended or abandoned if or a period of six(6)months at any time after work is commenced I understand that separate permits must be secured for Electrical Work,Plumbing,Signs, Wells,Pools,Furnaces,Boilers,Heaters, Tanks and Air Conditioners,etc. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE • t,` P 1•ROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING CONSUL " . T • YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. / I hereby certify that I have rea and.•ami is•pppli• tion and kn•r he same to be true and correct. All provisions of laws and ordinances governing this typeof work will be complied with whether spe.fie.. '-ret • "not. heg •nting of a p t does not presume to give authority to violate or cancel the provisions of any other fe at,,state,.or local law regulating construe ion 'r he•er: m• ce of• onstructton. /� .6L Signature of Owner: , •`� f % Signature of Contractor: / Print Name: .da 3 1 Print Name: i a_.++heL Sworn to and subscribed before me Sworn to and subsc ibed before me this ► Day of ►�.�, 20 this 10 Day of 20 )(o 1 - Ai.Il I„��� Ail • P A ota4 'u. lcQ `� -� — Not_ — -- — —� YP.44„ 111 �+' LINDSEY M.BISHOP 1 // "', „ �=, rtyri o�►"`'° ,a LINDSEY M.BISHOP _ \ •e Notary Public-State of Florida I Notary Public-State of Florida Tii ',? Commission N FF 948204.�µ 3 Commission 0 FF 948204 o.• My Comm.Expires Jan 19.2020 � a; My Comm.Expires Jan 19.2020 ,,,It CITY OF ATLANTIC BEACH r, CONSTRUCTION PERMIT WITHIN CITY RIGHTS OF WAY AND EASEMENTS 800 Seminole Road 904-247-5800 Atlantic Beach,Florida 32233-5445 Fax 904-247-5845 PLEASE SUBMIT(3)COMPLETE SETS OF PLANS WITH APPLICATION. Date fficualb 12v 1 L„ PERMIT# Job Address hi.p ry(v' t{1 ryl.Q, ,�l�A` � � ISSUED BY THE CITY Permitee: �VQ,Q51 C t-�Or ICCICCN. ft.,�Ne • Telephone# `1 CI •10Ej5 Permittee Address: I 1U( So NJcje. I31v6, h XD _hC aSONvt I Ie_/FL &DADS Requesting Permission to Construct: Q CILI4 *r1XC41ON- 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 Department of Transportation Standards and be performed under the supe�y�I,on of ' L P \ , (Contractor's Project Superintendent) located at KiVef5l Q eines Telephone#: 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(7 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 . OWNER Signed: Ak.141/101w— Date: C/0 Before m is Ti' day of Li .._ in the County of Duval, State Of Florida,has personally appeared II: Z! .• Notary Public at Large,St-te of Florida,County of Duval. { My commission expires: ,s-.• • . / l • - son. • Produced Identification: �, LINOSEY M.BISHOP at • Notary Public-Stats of Florida r Commission I FF 946204 %',;,o��� My Comm.Expins Jan 19,2020 /71( gad`"} /74€ //o 1� 2 'r *ogre ;33 SC gzk ie Z g19 114 SC -f' ; /A4 3o AP y, P/ /'Q .4reX . t r st�yi' Jgr, k t .477 g9off' k of e .rf k l- t /6 gitaiwo 33 k 1i feZ f z 37k ®‘ 23 taholipil 13,g23 k r (93 / 1/?o k01121 'eb 6veit " y Y 2J,y/ , 6,'2 6/z 4,of/40 JJ, y2 k zo, d9v kZ v Yraz -4r —4"47—ticiist fze k7 c pa, Of L( X3 0 R.O.W. Permit Attachment of for R.O.W. Permit# issued , 200_ Atlantic Beach, FL 32233 Owner's Name: Property Address: Subdivision: Lot#/Block#: R.E. #: REVOCABLE ENCROACHMENT PERMIT THIS REVOCABLE ENCROACHMENT PERMIT, issued on this JD day of , 206, by Atlantic Beach, Florida, a municipal corporation organized and existing under the 1 ws of the State of Florida, hereinafter referred to as "CITY" and Riversid2. A---Ci e 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(2... l.) C D\j.SkruQ*loki _ SF12. Any facility maintained, repaired, erected, and/or installed in the exercise of the privilege granted remains subject torreloeationolorewitval oil-thirty(3 days notice by CITY to the USER, said notice to USER shall be given by certified' mail, return receipt requested, to the following address: 1 aa-�u .,,JO3 T3vcl, Sw4e. /;DO, Jac wNvi tlQ , FL 3aaa3 The depositin4 of said notice'of cancellation in the United States mail shall constitute the notice of cancellation and tilt-halt difigAfftbrUSER tokeep 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 1 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 a t SI( NED this 10 day of rha..v/ , 2016 By. A. N. _ , L PrIT Rrnwer . . signed in presence of the Notary) STATE OF FLORIDA COUNTY OF DUVAL On this lO day of OA , 201)( personally appeared before me, a Notary Public in and for said Countypand State, ekin LO«oc , the property owner of l'il(p liar i+ r..1, Ocu< `D-1-;lie, 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. Jikcbliizst o Publicfor sai Cou nd State : IINDSEY M.BISHOPrY , ?,VI) Notary Public-State of Florida a Commission A0 FF 948204 CITY OF ATLANTIC BEACH, FLORIDA, a My Comm.Expire:Jan t9,2020 municipal corporation: Approved:A 0 / .- - -::•, Public o ks Director dGlc.lel D. �CtiCG'bo,...,.T-z For Permits where city sidewalk is impacted, City Manager approval required: Jim Hanson, City Manager Page 2 of 2 ,•5_74-,-/e,._LJCity of Atlantic Beach APPLICATION NUMBER v= ;: .� Building Department (To be assigned bythe BuildingDepartment.) : : ,�� 9 p ) '•p, 800 Seminole Road \/'//�,✓(fin 1 7 � tT..,'_r �r /6 -S/Ce/�. + / /D Atlantic Beach, Florida 32233-5445 Phone(904)247-5826 • Fax(904)247-5845 -...4,1-119%.- E-mail: building-dept@coab.us Date routed: 3//2 / City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: '7 76 A �-r' r , ok� „ -.„„„ -„y :�t review required Yes No y, LS. AK; a • g Applicant: '---Tel 1(6 r�L !')')G n &Zoni1111 / ree Administrator ,� Project: 'V E ) m f ---'2Y-1.\[6,(A)11-y Fr u_ Works'-- 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. nDenied. (Circle one.) Comments: / BUILDING / PLANNING &ZONING Reviewed by: A t k----- Date: VW/6. TREE ADMIN. Second Review: 1 JApproved as revised. nDenied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. nDenied. Comments: Reviewed by: Date: Revised 05/14/09 BUILDING PERMIT APPLICATION CITY OF ATLANTIC BEACH 800 Seminole Road, Atlantic Beach, FL 32233 Office (904) 247-5826 Fax (904) 247-5845 Job Address: 11i1p41(j-} eat_ QOJL., 1Y j kt2. Permit Number: Legal Description l0'1- 1.32--08-2S-Z & .33t P •t, l.; . .41i/i. Farce! # !(o R;�� - . 26 oor A ref o q. -t. q. •t Valuation of Work $ hop i no0 Proposed Wor heated/cooled 12 .,k non-heated/cooled /t a3 .190 Deo. Class of Work(circle one): New Addition Alteration Repair Move Demolition pool/spa window/door Use of existing/proposed structure(s) (circle one): CommercialicCliekatia If an existing structure, is a fire sprinkler system installed? (Circle one): Yes No Florida Product Approval # For multiple products use product approval form Describe in detail the type of work to be performed: Mid COIVs-ff u C-f-I ONi - Sc Propertv Owner Information: Name:P VQXSIde 1ONIQS oc N• ft-*) ( KC. Address: lag 7(10 k3OLN _�C.3..aS. 131Vc1, Sui-k WO City 0.CKsc xvvt 11f2_ StatecLZip a3 Phone 0(04 so 3•'-7055 E-Mail or Fax# (Optional) a04-4Q errs (Ytt l r1vIL -ksidsd-iec 2 .CO(Y) Contractor Information: J Company Name: \'JQX S'eke_ }\.ariz_S C N. ciL. INC.Qualifying Agent: ) r iOd4 heck) /2oi r-I-5 Address:j ?C9<SW J JaSQ 31Vc1 ..t-i-fie / City LJO e_KSOrvVi Ite State CL Zip3aa...13 Office Phone 904.503•1055 Job Site/Contact Number Fax# State Certification/Registration # CJ?C_ I.Q54135 Architect Name& Phone# NE Ir L DC?StOp 4,INC. 904 •at QO. 331 cl _ Engineer's Name & Phone# Aeek TeehNOlkaw) 0104 • 1 • sD00 Fee Simple Title Holder Name and Address _ _ Bonding Company Name and Address Mortgage Lender Name and Address Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. This permit work is commenced. I understand that separate permits must be secured for Electrical Work,Plumbing,Signs, Wells,Pools,Furnaces,Boilers,Heaters, Tanks and Air Conditioners,etc. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE ••li P 'ROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING CONSUL T YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. I hereby certifj'that i have rear and„ami • •its•ppli.•tion and kni he same to be true and correct. All provisions of laws and ordinances governing this type ofwork will he complied with whether spe•fie •rei •.'not. The g •ming of a p t does not presume to give authority to violate or cancel the provisions of any other federal,state,.or local law regulating construc ion he•er: ma ce of onstruction. Signature of Owner: `� ./.\& II Signature of Contractor: -% ,,���© -- Print Name: AL S Print Name: Ifla.++hew RC"xAe -.- Sworn to and subscribed before me Sworn to and subsc ibed before me this • Day of U . 20 this ('D Day of s e, . 201 io • 41.111,.:!_... Ail; _A ( - ota _ •u• is Not • '= — —— — a";Puef•, LINDSEY M.BISHOP ( "Iv,,"'% LINDSEY M.BISHOP �' ,a� c Notary Public-State of Florida l a'�� ,�� Notary Public-State of Florida =J... iii - Commission N FF 948204 t. E Commission N FF 946204 •Ain.-"� My Comm.Expires Jan 19.2020 i •",;f ••` My Comm.Expires Jan 19.2020 art a i,, a _ ,_ _ __ _ a, — - BUILDING PERMIT APPLICATION CITY OF ATLANTIC BEACH 800 Seminole Road, Atlantic Beach, FL 32233 Office (904) 247-5826 Fax (904) 247-5845 Job Address: 111 U 46i-int(_ Mt, 1)1'1 q1/4-e_ Permit Number: (011- 132 -08-2S-N .331 Legal Description ,, b d•; ,W as • . , . Parcel# I lot O6 ' 26 oor A re!o q. t.' q. Ft Valuation of Work $ s5n0I (-)0D Proposed Wor heated/cooled (1,22A non-heated/cooled It) 33 cc90, 000. t<----.. Class of Work(circle one): New Addition Alteration Repair Move Demolition pool/spa window/door Use of existing/proposed structure(s) (circle one): Commercialden ' If an existing structure,is a fire sprinkler system installed? (Circle one): Yes No CN/A) Florida Product Approval # For multiple products use product approval form Describe in detail the type of work to he performed: Mai) CONs±f U,e.�f ON _ SC R. Property Owner Information: Name:PiVQf6de 1-1omeS Oc• N. cL.) I,.le.. Address: Jaa7e.D L0.l1 __)0,531_1- iv 6, Su:l-4-e lao City )aCI:.S(-)NV t«k_ StateFLZip 33x � 70 ,43 Phone oIO • 5O3•- 55 E-Mail or Fax # (Optional) I O Pbjexr . c V, _ • _.ii • .C.1a Contractor Information: Company Name:{ \'.1QXSt de k---,Cies C- N. PL. INC•Qualifying Agent: Ma44 hQ.L(J d x4-3 Address:17LO�SOJNI JQSQ // VcI S U 4-e. / City CKSOrvvi He State CL Zip3 OJ3 Office Phone 904.5( 1055 Job Site/Contact Number Fax# State Certification/Registration # C1:3C I a5 4135 Architect Name & Phone # NE L be StOyN,INC• 904 • t.A0. 33I ci Engineer's Name& Phone# A ex. Te.e NNUI L q04• 1 • 5000 Fee Simple Title Holder Name and Address _ Bonding Company Name and Address Mortgage Lender Name and Address Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. This permit becomes null and void if work is not commenced within six(6)months,or if construction or work is suspended or abandoned for a period of six(6)months at any time after work is commenced. I understand that separate permits must be secured for Electrical Work,Plumbing,Signs, Wells,Pools,Furnaces,Boilers,Heaters, Tanks and Air Conditioners,etc. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE ••0 P . I•ROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING CONSUL •/ T YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT . I hereby certify that I have rea and ami, • its.ppli••tion and kn' he same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether spe.fie '•rei . not. :e: •ming of a p 1 does not presume to give authority to violate or cancel the provisions of any of er fe era,state...or local law regulating construc ion,r he•er:•m• ce o onstruction.n Signature of Owner: _ �s 1` 4 C.L Signature of Contractor: -0, Print Name: ,01 Ili Print Name: ilia++hetk.) R r-+.7) Sworn to and subscribed before me Sworn to and subsc ibed before me this • Day of kit_. , 20 I (r this 10 Day of a , 20 ) I ` /11L1, & AL— • ' 'i ot �d:� Q ' Nota4 u. tc— — N `6 i— Ii�-.._- - s - ,"11"I• LINDSEY M.BISHOP 40_ O�{tY PV�`.4,,�,, LINDSEY M.BISHOP 1 a"�P''%, ,•�:./ Notary Public•State of Florida 1 tctit) Notary Public•State of Florida J... Tv �c Commission 0 FF 948204 1 : Commission 0 FF 946204 oµ My Comm.Expires Jan 19,2020 ��Fa�; my Comm.Expires Jan 19,2020 i X51-4/re, City of Atlantic Beach APPLICATION NUMBER f} ,- Building Department (To be assigned by the Building Departm nt.) r, ' 800 Seminole Road APPLICATION 1�O -,- Atlantic Beach, Florida 32233-5445 16 -S/Ce - Y. Phone(904)247-5826 • Fax(904)247-5845 \o;31)',- E-mail: building-dept@coab.us Date routed: .5//2 / City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: l 7 7(i A frtrn 6 ��� 'tet review required No Applicant: jdVibL th ME S .�' a .ng &Zonis! _- ,� / 'VX Tree L dministrator _- Project: EJ,l.) � L - rl i V E O� rublic Works Fire Services Review fee $ Dept Signature i 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: Pcproved. [1]Denied. (Circle one.) Comments: BUILDING PLANNING &ZONING �y� Reviewed by: / Date: S--/ 9/' TREE ADMIN. Second Review: Approved as revised. ❑Denier 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 „ ,„,S r JV;.. ` � CITY OF ATLANTIC BEACH ' r PUBLIC UTILITIES 1200 Sandpiper Lane ATLANTIC BEACH, FL 32233 it l> (904)270-2535 or(904) 247-5874 NEW WATER/SEWER TAP REQUEST Date: S-/ 3-/ to Project Address: /7 7 So 0404(z-tri ►”1 E ale No. of Units: I CommercialResidential ' 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 �`f 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#/( --,5F7 - //0 7 Water System Development Charge $ , / 17. Od Sewer System Development Charge $ DS 00 Water Meter Only $ I Elm ,fi O Reclaim Meter Only $ /.95 a) Water Meter Tap $ (notes) Sewer Tap $ Cross Connection $ -Sr.' CO Other $ TOTAL $ $ to/p, On APPROVED: Kavle Moore, PE - (Deputy PW Director or Authorized Signature) ALL TAP REQUEST MUST BE APPROVED BY UTLITIES DEPARTMENT BEFORE FEES CAN BE ASSESSED BUILDING PERMIT APPLICATION CITY OF ATLANTIC BEACH FILE COPY 800 Seminole Road, Atlantic Beach, FL 32233 Office (904) 247-5826 Fax (904) 247-5845 Job Address: 111 \1101-1-i me_ DO, 1Y 1 V-Q. Permit Number: (67- 132 -OB'2 S-ZI E .59( Legal Description ., kLid• I� • ., . ,,4, iA,. . „ , arcel# �Io 15 S - , 26 oor a re'o q. t. q. t Valuation of Work$ . i-)D 1 DOD Proposed Wor heated/cooled y2il non-heated/cooled /in g3 490, o'o, Class of Work(circle one): el, Addition Alteration Repair Move Demolition pool/spa window/door Use of existing/proposed structure(s) (circle one): Commerciali _attalds If an existing structure, is a fire sprinkler system installed? (Circle one): Yes No /A Florida Product Approval # For multiple products use product approval form Describe in detail the type of work to be performed: Mill) CQt\ r Li Cii ON -- SC Property Owner Information: !!�-- - _ Name:PiVQXSle1Q �01Y1QS 31 N. fL.1 Il ie.. Address: I 0.N 7(i S _ .TSL 131VC11 Su.i-1-e_ I&o City ciQCKwA4V‘RR5_ StateFLZip a3 Phone GO4. 503.1055 _. E-Mail or Fax#(Optional) £ O�-f-4QberrLj rrl r v rs.td` Qi-1crr e .Ccrr Contractor Information: J n Company Name:}1\'JQX SidQ --ka S Or- N. VL.t _INC .Qualifying Agent: MC04hew Kot er-I'S Address:/0Q7C9,SCIN Q- BlVdLSLe-i-I.2 /o)p City CKSOrvVi (IQ State 4L Zip3=0.:)3 Office Phone 9Q4.503•105S Job Site/Contact Number Fax# State Certification/Registration# CAC I. 5 4 135 Architect Name & Phone# NE Ir L peStc L INC. R04 •aIQO. 3319 Engineer's Name& Phone# Apes._ TeChNot L o o4•SD l - SDOO Fee Simple Title Holder Name and Address Bonding Company Name and Address Mortgage Lender Name and Address Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. This permit becomes null and void if work is not commenced within six(6)months,or if construction or work is suspended or abandoned for a period of six(6J months at any time alter work is commenced. I understand that separate permits must be secured for Electrical Work,Plumbing,Signs, Wells,Pools,Furnaces,Boilers,Heaters, Tanks and Air Conditioners,etc. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE • . ' , I'ROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING CONSUL "/ T YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT . I hereby certij5,that I have rea•and ami , is.•pli.•tion and kn• he same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether spe.fie. '-rei • 'not. e: •nting of a p t does not presume to give authority to violate or cancel the provisions of any other federal,stat _or local law regulating construc ion•r the•er m. ce o onstruction. Signature of Owner: . 46,, `y_ il. Signature of Contractor: f Print Name: ,a S M • Print Name: I ► 1 i++hew PC") ---t- Sworn to and subscribed before me Sworn to and subsc ibed before me this IP Day of 1k._.. 20 this 10 Day of , 20 i I - Al al 1;) �ota� 'us �c — Not417\ -- - -- , ".'Y Pl.�•44:024,,,,, LINDSEY M.BISHOP ,,0 4•. LINDSEY M.BISHOP r.' ,a' �'1 Notary Public-State of Florida esti Notary Public-State of Florida =s. ii ',z Commission#FF 946204 , eF Commission R FF 946204 ,�;:�' My Comm.Expires Jan 19,2020 i ',, a t� My Comm.Expires Jan 19,2020 -4:- • _ wrrw DO NOT WRITE BELOW- OFFICE USE ONLY Applicable Codes: 2010 FLORIDA BUILDING CODE Review Result (circle one): Approved Disapproved Approved w/ Conditions Review Initials/Date: /77 5-1916 Development Size Habitable Space 330&s,F. Non-Habitable 2) % Impervious area Miscellaneous Information Occupancy Group P2-3 Type of Construction U 6 Number of Stories Zoning District Max. Occupancy Load Fire Sprinklers Required Flood Zone X Conditions/Comments: Doc $1 2016092373, OR BK 17538 Page 903, Number Pages: 2, Recorded 04/25/2016 at 02:07 PM, Ronnie Fussell CLERK CIRCUIT COURT DUVAL COUNTY RECORDING $18.50 Permit /6 1z- 1107 Prepared by and return to: Brent R.Newton,Esquire Newton&Newton,P.A. 10192 San Jose Blvd. Jacksonville,FL 32257 COPY File No. 15-0240 FILE Permit Number: Tax Folio Number: State of: Florida County of: Duval NOTICE OF COMMENCEMENT The undersigned hereby gives notice that improvement will be made to certain real property,and,in accordance with Chapter 713,Florida Statutes(revised 10-1-96),the following information is provided in this Notice of Commencement: 1. Description of Property: Lot 106,Atlantic Beach Country Club Unit Two,according to the plat thereof as recorded in Plat Book 67,Pages 132 through 137,of the public records of DnvalCounty,Florida. Street address: 1776 Maritime Oak Drive ,Atlantic Beach,FL 32233 2. General Description of Improvements: construction of single family dwelling 3. Owner Information: a. Name and Address: Riverside Homes of North Florida,Inc. 12276 San Jose Boulevard,Suite 120 Jacksonville,Florida 32223 b. Interest in property: Fee Simple c. Names and address of fee simple title holder(if other than owner): 4. a. Contractor Riverside Homes of North Florida,Inc. 12276 San Jose Boulevard,Suite 120 Jacksonville,Florida 32223 b. Contractor's phone number. 904-503-7055 Fax number: 5. Surety: a.Name and address: b.Phone number: c.Amount of bond: 6. a. Lender: Fidelity Bank 10611 Deerwood Park Blvd. Jacksonville,Florida 32256 b. Lender's phone number: 904-996-1000 7. a. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(aX7).,Florida Statutes. b. Phone numbers of designated persons: 8. a. In addition to himself,Owner designates Tammy Simmons of Fidelity Bank,10611 Deerwood Park Blvd.,Jacksonville,Florida 32256,to receive a copy of the Lienors Notice as provided in Section 713.13(1)(b), Florida Statutes. b. Phone number of person or entity designated by Owner: 904-996-1024 9. Expiration date of Notice of Commencement(the expiration date is 1 year from date of recording unless a different date is specified): OR BK 17538 PAGE 904 • r I FILE COPY WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713,PART I,SECTION 713.13,FLORIDA STATUTES,AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY.A NOTICE OF COMMENCMENT 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 COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. ' !. S '.F NORT F ORIDA,INC. rirB. 7.. Vice President POST A COPY OF RECORDED NOTICE AT JOB SITE. The foregoing instrument was acknowledged before me April 22,2016,by Christopher B.Wood,the Vice President of Riverside Homes of North Florida,Inc.,who is personally known to me. AP/cAsessioN I FF 177557 i No Public yeT, °_"b'i'°"E" .2o+,"a: .J My Commission Expires: ( / .5t►8 Doc # 2016092370, OR BK 17538 Page 895, Number Pages: 2, Recorded 04/25/2016 at 02:07 PM, Ronnie Fussell CLERK CIRCUIT COURT DUVAL COUNTY RECORDING $18.50 DEED DOC ST $4025.70 FILE COPY Prepared by and return to: Atlantic Beach Partners,[IC C 414 Old Hard Road,Suite 502 Fleming Island,Florida 32003 SPECIAL WARRANTY DEED THIS SPECIAL WARRANTY DEED made as of the .22 day of at/14,0 2016, by ATLANTIC BEACH PARTNERS,LLC,a Florida limited liability company,whose address is 414 Old Hard Road, Suite 502, Fleming Island, FL 32003 (hereinafter called "Grantor") and RIVERSIDE HOMES OF NORTH FLORIDA, INC., a Florida corporation,whose address is 414 Old Hard Road, Suite 502,Fleming Island,Florida 32003 (hereinafter called"Grantee"). WITNESSETH: That Grantor, for and in consideration of the sum of Ten and no/100 Dollars($10.00)and other valuable consideration,the receipt whereof is hereby acknowledged, by these presents does hereby grant, bargain, sell, alien, remise, release, convey and confirm unto Grantee, its legal representatives and assigns, all that certain real property situate in Duval County, Florida, described as follows: Lots 20& 106,Atlantic Beach Country Club,Unit 2,a subdivision according to the plat thereof recorded in Plat Book 67 pages 132, 133, 134, 135, 136 & 137,in public records of Duval County,Florida (the"Property") Parcel Identification Number: Lot#20 RE#169505-1395 Lot#106 RE#169505-1825 TOGETHER WITH all the tenements, hereditaments and appurtenances thereto belonging or in anywise appertaining. TO HAVE AND TO HOLD,the same in fee simple forever. And Grantor hereby covenants with Grantee that except as set forth below at the time of the delivery of this deed,the Property was free from all encumbrances made by Grantor;and that Grantor will warrant and defend the same against the lawful claims of all persons claiming by, through or under Grantor,but against none other. By acceptance and recording of this deed, Grantee, for itself and its successors and assigns, agrees to join in and support and to execute all documents and papers necessary to accomplish the annexation of the Property conveyed hereby into the City of Atlantic Beach, Florida.Grantee acknowledges that the foregoing agreement is a condition of this conveyance by Grantor and shall run with the title to the Property. JAX_ACTIVE 34535873 misr OR BK 17538 PAGE 896 c � This conveyance is subject to covenants, easements and restrictions of record and to ad valorem taxes levied or which may become a lien subsequent to December 31 of the calendar year next preceding the date hereof. IN WITNESS WHEREOF,this deed has been executed as of the date first above written. Signed, sealed and delivered GRANTOR: in�the presence of: /lyiCM-/00f/U C ill0 ATLANTIC BEACH PARTNERS,LLC, Print Name: _—Mt3 th— a Florida limited liability company 2724 (Yf By: The Wood Development Company of Print Name: Sandra Spencer Jacksonville, its Managing Member By: ()IA-14-f Name: Susan D. Wood Title: Vice President STATE OF FLORIDA } )SS COUNTY OF DUVAL } The foregoing instrument was acknowledged before me this_22 day of , 2016,by Susan D. Wood as Vice President of The Wood Development Company of Jacksonville, a Florida corporation, the Managing Member of Atlantic Beach Partners, LLC, a Florida limited liability company,on behalf of the company. \��pttllillill►////� ���1oRA SPA.-4 �i .•oMMiss�oN•0,^ Sandra Spencer •�o \Pe 4,20 Fes•.• NOTARY PUBLIC ?*; '� �• s State of Florida at Large i = ;* Commission#FF196567 9 1�567 : My Commission Expires: 6-4-19 %9�.•ayn,N o, Personally known XX . '///�//%►Il 111 11 N�\���\ JAX_ACTIVE 3453587.3 2 O b m V N N A W N -. n N !O 9,P m N A W W W N -+m Ol N A W N a D n a Sp J u V T7]ONG)FG�°nNmA 2aaodad>2.S�dNo= O gA N N `Nm nm O . Finaoo>'1m3N - o0- 5 noNaaam2xm05-�o-a Jvoo'. m m >va '42 m333g m 0 30oe ,9A -4p > 2 ncwoc53 m8ono c3? - 7 n - mm _omnm -4 '5. 5 onn 3DD ° ' e , ' nN A O- 6g m mO_ 8 < 2ET w � v A og- O nc D O N 3 m ? n m n3 Dp “',°, 2q � . 2• 6-0 O n O2o3 3aN O D 2 a N N, Z 2 asa _ v) N DDD D8DDDDDDD ,5 D . ➢DDD D n D➢➢ 0 D D f m m n a ? cND D O g o o L 0 3. � [t o ' r31123 O 3 3 mc n v' o cpTC a,m3 m d m m m5-9gT, a _ o m n n FR J Z m ^ w ro a D —m zS atm x m n >3 a a e + aJ T eg 2 a n 9 w-1aam m N o = I ! : til n 2$ mm N '. n N O W `r 8 mL _a S W 9 N? j e 9. o-0 m y 2 a. a o 0 3 a .1 o m F 8 v 2' 0>+ O C . ii' m a DRSv� mna Fa a o m a o -pa- .- 3- al:-. a - o d „ m C o m 3 N➢ C m m ‘:t."g m r a S n ry S "N'$ N C N N .0 e. O . 3 O ,I m w O = o> 20"g 0 a 66w _ a U O m V S O9,- a p a 3 N _ V j 2 C C O w 9.C m m A m Av n 0 I c O m o m a m o r J 2 U 3 t2i N m .71 D N m C y m z O m z S O N n °v '° < C on 3 N N room = m E.?.m m 89 MI n u a d 3 0o Z w v 5. PL. m= n o E w • m I >o . O .. Y j J a X o a ^ = N I c _ 8 2 o o w R m w E rn If. n� 0 0 a v g o oC a m a-_ 3 c 5, n m a MM p W A N w .. W p L'L N mW ,o a W a- D _ N N N A N tNl� N N N L W niY .a N IJ O) *-4...g.A r O O D r a C ) ] m D > m S N .fil W N.� PjHi N hE . W m V O•N W N O N W V 0 N A Wn - 3 � S n,0 �A'6 <Z —ON N � m y Omf/1Dry) - - <<pA pA f/!T��Z A^ m ^ a m m S`C ; S; aO y C ^ n = O-O O A.fl O<C^1 O, g N Oo I- n v e^i F� AoaF.�o O� ^row ��� ^v � Sc m °g °.�"' - 5� -n a_ o H m _ 1 37. J '< _, n5 ,nro'n� ao c' 1o'a n o _a-w m x -G1 m 3m a o '° v "aoA a N to o n a 9 u n' -°3 g w o v_ g m T A 3 0 ^� �, _^ � N AA to � � � m aomem =3 - A< a O Iw ^ F c n w o a O p '3^ c Q o n m w 00 Z I m D v w m 3 o s. m p °m o ' 'm C _ N p m a�aaa n ac � � c ° n O r y a S.O H N m - O m ww ; iHH Z 'm N gN < N , H 5 ,3 m n o m ,1Nf � dD3 c o m ' ar;,-q f.f zz mz m--,zzzz m.-� m y zzrn. ? ��zz m.51=f,f, f. 9? 11 „j - w N w N ti i D D D D D w D D➢➢D D D D D D D➢D D D ? m A N l',212-61' 2 oDD DD -i`> D DD D DDD f o _ , ',a =a m '•,' m w U W 3 0 T c m s v >>F n - - a z a gg 33 Z rn O . F.01 `12a- g, y, v n m w * w N C) m',n� D D 1� an ^- a i� o :io o n T In n 'ian ?^ 3 y A m� c m 3 r rDo d _ l A a a aa. ^ o-^ v%, C o ^ ^ -V _ m ' m tnvm N mm (')-2, T. rn mie 3a5m °' i:1“2o N n 3y La vo n o v_ g A° c v m3 . m31 m o w o a A g $ ry m n 3 3 v n 3 N a N i n 30 p n a< N r r c i^ Fm 32 a '4113 I Z a N gB v m'o- S3 m a3a n 3.a m ^ aw O • ,3 tea- 3 d➢ `" 8 3 3 -w 3 o N a,• 7, ,,7 a §,.- n m ° '4 3 ^ ? v j G- p' % 44 3 C r 'n§ �o v in3 �3 v m -3 z a F a y r< r< m cow an a -1r `r a n w a< a g5 Via ^ ^ eeV v 9 A o 4; v N_N w_ V _a O n d a 6 6 ;a Etat m o o c c 3 y 9 y m a 0 o w N N u a m n o g-gig o • a 3 c c 3 .-6 4 0<m-o d u w w FIE" "< V S a a ^ugE a" ,Z. :2. ':, w 2 g :"' x '3w o E d d a a < a a a 6 o., x o m N o n°-.4.z • 5 5 3 8.., Z om aR R _ xe 8 naam a D a N ae o v pv ^ RIO N a ^ a ^ ^ C E a F {-.1.- u 0 0 8 . ' u a. m _ m a m -c = = m do 3 . a a m a w m m a �n - - c n 5 ^ '< - a 3 c. ? n a 2 e m n A m N a p a O 0 0 Nga< - 7 H a a a am" 3 8a 8 o T m A a 1 1 m mC m 3> 3 Sea n A^ F E - = a IS c o m n u'n 7 n n c « a aa Z W (/1 a a _ w Z pr n n a a m p w w w m .27- m d a 'O o 0 8 > n > m v o' o v°. O p Q m 5 > > oq1 m 3. F F .. m N m w ,8 , 8 N N Pi m D I ' 8D 0 O 3 3 g E- c a .. PU N PU A v W e " ,,ovvv n"i , D m G_ p3.,22?? ??. '�O� 111 A i r 8 r- . a A ' ' "too,r r ;• yo International Fireproof Technology, Inc. Paint To Protect`"' b., i R 17528 Von Karman Ave.Irvine,CA 92614 FILE COPY 949-975-8588 yd*Iki.7t'` 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! Special Approval" as a thermal barrier. To be approved'i /7,''l' 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 DC315 II Ca manufacturer's SPF and tested to the criteria of an 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 3rd 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- V.o.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'''A"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 • buildings machine • 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 requirements of USDA Pump: (Graco)GMAX 7900 or equivalent • 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'''A"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'''A"x 3'whip or am, Prior to Applying DC 315 to Ensure Proper Adhesion:Surfaces must General Safety,Toxicity,Health Data 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. Product Application WARNING: Avoid eye contact with the liquid or spray mist. Applicators 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 be sent to IFTI within 10 days of project completion. Installation Safety glasses,goggles,or a face shield are recommended. 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@painttoprotect.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 r .. _ Builder: J Job Information Riverside Homes Job#: J160217 12276 San Jose Blvd., Ste 120 Jacksonville, FL 32233 File#: (904) 503-7055 r(t° Salesman:Scot Burney Designer: John Knight Manning Building Supplies PAGE 1 Job: Jacksonville, FL 32256 jaxtruss©mbs-corp.com Bankston Residence Phone: (904) 268-8225 * Fax: (904) 260-2981 Report and Delivery Date DATE 04/21/16 1776 Maritime Oak Drive Del. Date: / / Atlantic Beach, FL 32233 Cover Sheet Truss Level: PROFILE QTY PITCH BASE 0/A LUMBER OVERHANG CANTILEVER STUB O/A HEIGHT PLY TOP BOT ID SPAN SPAN TOP I BOT LEFT I RIGHT LEFT I RIGHT _ LEFT I RIGHT _ 1 ® 2 Ply 3.00 0.00 A01 45-11-00 45-11-00 2 X 4 2 X 4 02-00-06 1 3.00 0.00 A02 45-11-00 45-11-00 2 X 4 2 X 4 02-06-06 1 3.00 0.00 A03 45-11-00 45-11-00 2 X 4 2 X 4 03-00-06 ,-clrivvJ 1 3.00 0.00 A04 30-10-00 30-10-00 2 X 4 2 X 4 00-01-08 03-06-06 ..--/CNUV 1 3.00 0.00 A05 30-10-00 30-10-00 2 X 4 2 X 4 00-01-08 04-00-06 ® 1 3.00 0.00 A06 30-10-00 30-10-00 2 X 4 2 X 4 00-01-08 04-06-06 "SZLII.ZI 1 3.00 0.00 A07 30-10-00 30-10-00 2 X 4 2 X 4 00-01-08 05-00-06 ,,,cli'V w ` 1 3.00 0.00 A08 30-10-00 30-10-00 2 X 4 2 X 4 00-01-08 05-06-06 1 3.00 0.00 B01 09-09-00 09-09-00 2 X 4 2 X 4 01-08-00 00-01-08 02-05-12 ® 6 3.00 0.00 B02 09-09-00 09-09-00 2 X 4 2 X 4 00-01-08 03-02-00 1 4.00 0.00 CO1 26-05-00 26-05-00 2 X 4 2 X 6 04-10-12 _.•1121 1 4.00 0.00 CO2 33-11-00 33-11-00 2 X 4 2 X 4 06-00-12 I 1 4.00 0.00 CO3 33-11-00 33-11-00 2 X 4 2 X 4 07-02-12 (f� 1 4.00 0.00 C04 33-11-00 33-11-00 2 X 4 2 X 4 08-04-10 1 LYS 1 4.00 0.00 C05 33-11-00 33-11-00 2 X 4 2 X 4 08-04-10 4 4.00 0.00 CO6 33-11-00 33-11-00 2 X 4 2 X 4 08-04-10 1 4.00 0.00 C07 33-11-00 33-11-00 2 X 4 2 X 6 08-04-10 i1 2 4.00 0.00 C08 04-09-15 04-09-15 2 X 4 2 X 4 00-01-08 03-00-09 1 4.00 0.00 DO1 21-03-00 21-03-00 2 X 4 2 X 4 03-11-01 ® 1 4.00 0.00 D02 21-03-00 21-03-00 2 X 4 2 X 4 05-01-01 ® 1 4.00 0.00 D03 21-03-00 21-03-00 2 X 4 2 X 4 06-03-01 ® 2 4.00 0.00 D04 21-03-00 21-03-00 2 X 4 2 X 4 06-05-02 deril 3 4.00 0.00 E01 10-00-00 10-00-00 2 X 4 2 X 4 02-00-00 03-08-09 ® 1 4.00 0.00 E02 08-00-00 08-00-00 2 X 4 2 X 4 02-00-00 03-06-06 1 F.' Builder: Job Information Riverside Homes Enan: 1c6ourney ob#: J0217 276San JoseBlvd., Ste 120 Designer: John Knight Manning Building Supplies PAGE 2 Job: Jacksonville, FL 32256 jaxtruss@mbs-corp.com Bankston Residence Phone: (904) 268-8225 Fax: (904) 260-2981 eport and Delivery Date DATE 04/21/16 1776 Maritime Oak Drive Del. Date: / / Atlantic Beach, FL 32233L Cover Sheet 1 Truss Level: PROFILE QTY PITCH BASE 0/A LUMBER OVERHANG CANTILEVER STUB 0/A HEIGHT PLY TOP BOT ID SPAN SPAN _TOP I ROT LEFT I RIGHT LEFT I RIGHT LEFT RIGHT ® 1 4.00 0.00 E03 08-00-00 08-00-00 2 X 4 2 X 4 02-00-00 03-04-12 ILS 7 4.00 0.00 G01 04-09-00 04-09-00 2 X 4 2 X 4 00-01-08 02-03-12 lI 4 3.00 0.00 H01 07-03-00 07-03-00 2 X 4 2 X 4 00-01-08 02-06-08 id 4 3.00 0.00 J01 01-00-01 01-00-01 2 X 6 2 X 4 00-11-12 G 4 4.00 0.00 JO1A 02-01-09 02-01-09 2 X 6 2 X 4 01-05-04 c 1 4.00 0.00 JO1B 02-00-08 02-00-08 2 X 6 2 X 4 00-00-06 01-04-15 c 1 4.00 0.00 J01C 02-00-08 02-00-08 2 X 6 2 X 4 01-04-15 Ile 4 3.00 0.00 J02 03-00-01 03-00-01 2 X 4 2 X 4 01-05-12 ® 4 4.00 0.00 JO2A 04-01-09 04-01-09 2 X 4 2 X 4 02-07-11 e 1 4.00 0.00 JO2B 04-00-08 04-00-08 2 X 4 2 X 4 02-07-01 / 1 4.00 0.00 JO2C 04-00-08 04-00-08 2 X 4 2 X 4 02-00-00 02-07-01 I 2 3.00 0.00 J03 05-00-01 05-00-01 2 X 4 2 X 4 01-11-12 2 4.00 0.00 JO3A 06-01-09 06-01-09 2 X 4 2 X 4 03-09-11 aL 1 4.00 0.00 JO3B 06-00-08 06-00-08 2 X 4 2 X 4 03-09-01 1 4.00 0.00 JO3C 06-00-08 06-00-08 2 X 4 2 X 4 02-00-00 03-09-01 Ili 17 3.00 0.00 J04 05-02-08 05-02-08 2 X 4 2 X 4 02-00-06 3 4.00 0.00 JO4A 06-04-00 06-04-00 2 X 4 2 X 4 03-11-01 L 1 4.00 0.00 JO4C 08-00-00 08-00-00 2 X 4 2 X 6 02-00-00 04-10-12 dZ 5 4.00 0.00 JO4D 08-00-00 08-00-00 2 X 4 2 X 4 02-00-00 04-10-12 1 4.00 0.00 JO4E 08-00-00 08-00-00 2 X 4 2 X 4 02-00-00 04-08-06 1 4.00 0.00 JO4F 08-00-00 08-00-00 2 X 4 2 X 4 08-00-00 03-04-12 111110 2 2.12 0.00 J05 07-03-10 07-03-10 2 X 4 2 X 4 00-00.06 02-00-04 IlliCe 2 2.12 0.00 JO5A 07-00-10 07-00-10 2 X 4 2 X 4 00-00-06 01-11-11 1 2.83 0.00 J06 11-03-00 11-03-00 2 X 4 2 X 4 02-09-03 04-10-07 Builder: L Job Information Riverside Homes Job#: J160217 File#: 12276 San Jose Blvd., Ste 120 Jacksonville, FL 32233 (904) 503-7055 rilli Salesman:Scot Burney Designer: John Knight Manning Building Supplies PAGE 3 Jacksonville, FL 32256 jaxtruss©mbs-corp.com Bankston Residence Phone: (904) 268-8225 * Fax: (904) 260-2981 Report and Delivery Date DATE 04/21/16 1776 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 _ ROT ID SPAN SPAN TOP I BOT LEFT RIGHT LEFT I RIGHT LEFT I RIGHT igl 1 2.83 0.00 J06A 11-00-00 11-00-00 ,2 X 4 2 X 4 02-06-03 I I I 04-09-03 ielll 2 2.83 0.00 J07 08-10-12 08-10-12 2 X 4 2 X 4 00-00-06 03-10-12 2 2.83 0.00 JO7A 08-07-12 08.07-12 2 X 4 2 X 4 00-00-06 03-09-09 C 21 4.00 0.00 J08 02-04-03 02-04-03 2 X 6 2 X 4 01-06-02 C 1 4.00 0.00 JO8A 02-04-03 02-04-03 2 X 6 2 X 4 01-06-02 C 1 4.00 0.00 JO8B 02-04-03 02-04-03 2 X 6 2 X 4 01-06-03 e 1 4.00 0.00 JO8C 02-04-03 02-04-03 2 X 6 2 X 4 01-00-00 01-06-02 10 4.00 0.00 J09 04-04-03 04-04-03 2 X 4 2 X 4 02-09-03 eZ 2 4.00 0.00 JO9A 04-04-03 04-04-03 2 X 4 2 X 4 02-09-03 4 4.00 0.00 J10 06-04-03 06-04-03 2 X 4 2 X 4 03-11-03 Oi/i 9 4.00 0.00 J11 04-06-10 04-06-10 2 X 4 2 X 4 02-10-10 &eL 1 4.00 0.00 J11A 04-06-10 04-06-10 2 X 4 2 X 4 02-07-04 IZ 6 4.00 0.00 J12 04-07-08 04-07-08 2 X 4 2 X 4 02-11-02 / 1 4.00 0.00 J13 05-02-14 05-02-14 2 X 4 2 X 4 03-03-07 c 2 4.00 0.00 J14 02-04-03 02-04-03 2 X 6 2 X 4 01-06-02 iZ 10 4.00 0.00 J15 06-06-10 06-06-10 2 X 4 2 X 4 04-00-10 lie 2 2.83 0.00 J16 03-06-09 03-06-09 2 X 4 2 X 4 00-00-06 01-08-05 Ida 2 2.83 0.00 J16A 03-03.09 03-03-09 2 X 4 2 X 4 00-00-06 01-07-01 4 2.83 0.00 J17 06-04-08 08-04-08 2 X 4 2 X 4 00-00-06 02-10-05 4 2.83 0.00 J17A 06-01-08 06-01-08 2 X 4 2 X 4 00-00-06 02-09-01 ® 1 2.83 0.00 J17B 06-04-08 06-04-08 2 X 4 2 X 4 00-00-06 02-10-05 Ma< 1 2.83 0.00 J17C 06-01-08 06-01-08 2 X 4 2 X 4 00-00-06 02-09-01 ®/ 1 2.83 0.00 J18 07-04-03 07-04-03 2 X 4 2 X 4 00-00-06 03-03-02 ® 1 2.83 0.00 J18A 07-01-03 07-01-03 2 X 4 2 X 4 00-00-06 03-01-14 I Builder: Job Information I ' Riverside Homes Job#: J160217 12276 San Jose Blvd., Ste 120 llirleill Jacksonville, FL 32233 (904) 503-7055 File#: Salesman:Scot Burney Designer: John Knight Manning Building Supplies.11 PAGE 4 Jacksonville, FL 32256 jaxtruss@mbs-corp.com Bankston Residence Phone: (904) 268-8225 * Fax: (904) 260-2981 Report and Delivery Date DATE 04/21/16 1776 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 BOT ID SPAN SPAN TOP BOT LEFT I RIGHT LEFT I RIGHT LEFT 1 RIGHT II< 2 2.83 0.00 J19 06-05-12 106-05-12 2 X 4 2 X 4 00-00-06 02-10-13 2 2.83 0.00 J19A 06-02-12 06-02-12 2 X 4 2 X 4 00-00-06 02-09-09 4 2.83 0.00 J20 09-02-07 09-02-07 2 X 4 2 X 4 00-00-06 04-00-05 idge 4 2.83 0.00 J20A 08-11-07 08-11-07 2 X 4 2 X 4 00-00-06 03-11-01 „,,i;j4K21711. 1 4.00 0.00 LO1 28-10-15 28-10-15 2 X4 2 X 6 04-00-10 -71L-1. 1 4.00 0.00 L02 28-10-15 28-10-15 2 X 4 2 X 4 05-02-10 1 4.00 0.00 L03 28-10-15 28-10-15 2 X 4 2 X 4 06-04-10 ® 1 4.00 0.00 104 28-10-15 28-10-15 2 X 4 2 X 4 07-06-10 ® 2 4.00 0.00 L05 28-10-15 28-10-15 2 X 4 2 X 4 08-07-15 1 4.00 0.00 LO6 28-10-15 28-10-15 2 X 4 2 X 4 08-07-15 2 4.00 0.00 L07 28-10-15 28-10-15 2 X 4 2 X 4 08-07-15 1 4.00 0.00 108 28-10-15 28-10-15 2 X 4 2 X 4 07-11-07 ® 1 4.00 0.00 L09 28-10-15 28-10-15 2 X 4 2 X 4 06-09-07 1 4.00 0.00 L10 28-10-15 28-10-15 2 X 4 2 X 4 06-05-11 ® 1 4.00 0.00 L11 28-10-15 28-10-15 2 X 4 2 X 4 06-05-11 ® 1 4.00 0.00 L12 28-10-15 28-10-15 2 X 4 2 X 8 06-05-11 1 3 Ply 4.00 0.00 MO1 22-05-08 22-05-08 2 X 4 2 X 8 02-11-02 ® 1 4.00 0.00 N01 21-05-00 21-05-00 2 X 4 2 X 4 04-00-10 ® 1 4.00 0.00 NO2 21-05-00 21-05-00 2 X 4 2 X 4 05-02-10 ® 1 4.00 0.00 NO3 21-05-00 21-05-00 2 X 4 2 X 4 06-04-10 ® 1 4.00 0.00 N04 21-05-00 21-05-00 2 X 4 2 X 4 06-05-11 ® / 1 4.00 0.00 RO1 14-11-08 14-11-08 2 X 4 2 X 4 02-10-10 d`�1( 1 4.00 0.00 R02 14-11-08 14-11-08 2 X 4 2 X 4 04-00-10 �al1. 1 4.00 0.00 R03 14-11-08 14-11-08 2 X 4 2 X 4 04-07-02 9 4 I — — 1 Builder: Job Information Riverside Homes Job#: J160217 12276 San Jose Blvd., Ste 120 Jacksonville, FL 32233 File#: (904)503-7055 (E7$ Salesman:Scot Burney Designer: John Knight Manning Building Supplies PAGE 5 Jacksonville, FL 32256 jaxtruss@mbs-corp.com Bankston Residence Phone: (904) 268-8225 * Fax: (904) 260-2981 Report and Delivery Date DATE 04/21/16 1776 Maritime Oak Drive Del. Date: / / Atlantic Beach, FL 32233 Cover Sheet - > Truss Level: PROFILE QTY PITCH BASE VA LUMBER OVERHANG CANTILEVER STUB O/A HEIGHT PLY TOP I SOT ID SPAN SPAN TOP I SOT LEFT I RIGHT LEFT I RIGHT LEFT RIGHT 1 gidiatIlft 2 Ply 4.00 0.00 R04 14-11-08 14-11-08 2 X 4 2 X 6 I 04-07-02 1111aMelik 1 4.00 0.00 S01 12-09-01 12-09-01 2 X 4 2 X 4 02-10-10 ® 3 4.00 0.00 SO2 12-09-01 12-09-01 2 X 4 2 X 4 03-11-06 ® 2 4.00 0.00 S03 12-09-01 12-09-01 2 X 4 2 X 4 03-11-06 1 4.00 0.00 101 13-00-15 13-00-15 2 X 6 2 X 6 02-10-10 1 4.00 0.00 U01 06-11-00 06-11-00 2 X 4 2 X 4 01-06-15 1 4.00 0.00 UO2 06-11-00 06-11-00 2 X 4 2 X 6 02-02-15 ® 2 4.00 0.00 UO3 04-06-10 04-06-10 2 X 4 2 X 4 02-02-15 ® 1 4.00 0.00 W01 05-02-14 05-02-14 2 X 4 2 X 6 03-03-07 FLOOR 1QTYI DEPTH BASE 0/A END TYPE INT BEARING CANTILEVER STUB I I PROFILE PLYID SPAN SPAN LEFT (RIGHT SIZE LOCATION LEFT RIGHT LEFT RIGHT 01-08-00 ® L a 6 F01 20-10-12 20-10-12 ® 01-08-00 E 9 F02 16-08-12 16-08-12 ® 01-08-00 E 3 2 FO2A 16-08-12 16-08-12 01-08-00 �) 1 F03 03-03-04 03-03-04 ® 1 01-08-00 F04 03-01-00 03-01-00 ,1111 01F0500 05-04-12 05-04-12 E 3 01-08-00 1 F06 05-10-00 05-10-00 E 3 10■■■ow. 1 01F0700I 10-01-15 10-01-15 r -+J` ® 01-08-00 5 F08 16-01-12 16-01-12 I 01-08-00 3 F09 16-00-04 16-00-04 I® 01-08-00 C 1 3 F10 16-01-04 16-01-04 -_,N-- 01-08-00 2 F12 09-06-08 09-06-08 a■■■■■ 01-08-00 1 F13 09-06-08 09-06-08 FE 3 rBuilder: 1 Job Information Riverside Homes Job#: J160217 12276 San Jose Blvd., Ste 120ril Jacksonville, FL 32233 File#: (904) 503-7055 l' Salesman:Scot Burney Designer: John Knight Manning Building Supplies PAGE 6 Job: Jacksonville, FL 32256 jaxtruss@mbs-corp.com Bankston Residence Phone: (904) 268-8225 * Fax: (904) 260-2981 Report and Delivery Date DATE 04/21/16 1776 Maritime Oak Drive Del. Date: / / Atlantic Beach, FL 32233 Cover Sheet `1 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 s7J► ��i 01-08 00 E — 1 F14 10-01-12 10-01-12 _ _I 01-08-00 k lilly A 5 F15 10-01-12 10-01-12 3 \VAIE��A 01-08-00 r[ II 2 F16 10-00-08 10-00-08 --INV 01-08-00 r Il 3 F17 10-01-08 10-01-08 01-08-00 10liONEMEi 1 F18 10-00-15 10-00-15 II 0......1 01-08-00 II 1 F19 10-05-04 10-05-04 ® 01-08-00 2 F20 18-04-12 18-04-12 E 3 01-08-00 r Il 1 F21 18-01-08 18-01-08 ® 01-08-00 4 F22 17-08-01 17-08-01 r I I 01-08-00 ►����� 1 F23 07-10-12 07-10-12 II 01-08-00 ,� 1 F24 07-10-12 07-10-12 II 00.0 r.,,A 01-08-00 II 1 F26 08-03-12 08-03-12 01-02-00 ® 1 F27 13-07-09 13-07-09 ll ® 01-02-00 I� 3 F28 17-07-08 17-07-08 01-02-00 7 F29 12-07-08 12-07-08 E Ili ® 01-02-00 1 F30 12-07-08 12-07-08 E I h w ls. 01-02-00 Il 1 F31 05-04-12 05-04-12 1 02-08-00 UN 2 Ply FG01 06-10-04 06-10-04 2 Ori 1 02-08-00 2 Ply FG02 03-07-01 03-07-01 ITEMS QTY PLY ITEM TYPE SIZE LENGTH NOTES FT-IN-16 1 3 SS-LMATL BM1-onCENTER®LVL 2.0E 1 3/4"x 20"- 24-00-00 1 3 SS-LMATL BM2-onCENTER®LVL 2.0E 1 3/4"x 20"- 22-00-00 _ 1 2 SS-LMATL BM3-onCENTER®LVL 2.0E 1 3/4"x 20"- 12-00-00 Builder: Job Information Riverside Homes Job#: J160217 12276 San Jose Blvd., Ste 120 File#: Jacksonville, FL 32233 (904) 503-7055 Salesman:Scot Burney Designer: John Knight Manning Building Supplies PAGE 7 Jacksonville, FL 32256 jaxtruss@mbs-corp.com Bankston Residence Phone: (904) 268-8225 * Fax: (904) 260-2981 Report and Delivery Date DATE 04/21/16 1776 Maritime Oak Drive Del. Date: / / Atlantic Beach, FL 32233 Cover Sheet Truss Level: ITEMS QTY PLY ITEM TYPE SIZE LENGTH NOTES FT-IN-16 1 2 SS-LMATL _ BM4-onCENTER®LVL 2.0E 1 3/4"x 20"- 10-00-00 1 Hanger HGUS26-2 1 HANGER HHGU5.5 00-00-00 42 Hanger HTU26 2 Hanger HTU28 19 Hanger THA426 _ MANNING BUILDING SUPPLIES JOHN KNIGHT 5/6/2016 10:39 AM 11155 PHILIPS PARKWAY DR.E. JACKSONVILLE FLORIDA 32256 904-268-8225 Doma SizerT'"©2011-2015 BlueLinx Corporation ..-. Version:16.0.0.1 Project: 1160217-RIVERSIDE HOMES/1776 MARITIME OAK DR MemberlD: BM1 Usage: BEAM Repetitive Incr: Yes FILE C0171 Max Deflection: LL=U480 TL=U360 el 5 1/2" ` `7 1/4" 2 1/2" -565psi U 630psi 1000psi 14'1 3/4" I 8'4 1/2" 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' 22'6 1/4" 16"o.c.Base Uniform Load(Spcg Sen) 1 Partial(plf) BP 568.0 413.1 100% 0 0' 11'3" F01 2 Concentrated(lbs) BP 5643.4 824.2 100% 0 12'2" From member'BM2',Brg 2-BM2 Concentrated(lbs) BP 3321.6 3321.6 125% 0 12'2" From member'BM2',Brg 2-BM2 3 Concentrated(lbs) FP 2529.0 1839.3 100% 0 4'8 1/2" F26 4 Partial(plf) 136.0 0.0 90% 0 11'10" 22'61/4" 9'WALL 5 Partial(plf) BP 359.5 287.6 125% 0 13' 20'11" A08-A05 6 Concentrated(lbs) BP 789.0 631.2 125% 0 21'11" A04 7 Concentrated(lbs) 4423.0 3538.4 125% 0 12'6" R04 FROM UPPER ROOF 8 Concentrated(lbs) 643.0 514.4 125% 0 14'3' R03 FROM UPPER ROOF 9 Concentrated(lbs) 643.0 514.4 125% 0 16'3' R02 FROM UPPER ROOF 10 Concentrated(lbs) 1098.0 878.4 125% 0 18'3' R01 FROM UPPER ROOF 11 Concentrated(lbs) 208.0 166.4 125% 0 20'3' J08 FROM UPPER ROOF 12 Concentrated(lbs) FP 2529.0 1839.3 100% 0 4'8 1/2" F26 Uniform(plf) 27.72 0 0' 22'6 1/4" 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. LOAD PATTERNS (*= span loaded) 1 2 1 ' 2 3 SUPPORTS (lbs) 1 2 3 Max Reaction 8989 27565 1959 Max 100% 5746 6717 203 Max 125% 890 10462 1845 Min Reaction 1001 13577 -2304 Min 100% -132 256 -1446 Min 125% -1220 2935 -771 DL Reaction 2353 10386 -88 Uplift 0 0 2304 Min Bearing 2.42" 7.04" 1.50" [Based on bearing stress below] Brg Stress(psi) 565 630 750* [*Based on member brg stress] DESIGN Actual Span Location Group Allow LDF Ratio V(lbs) 15108 1 13'101/8" 71 24938 125% 0.61 M(ft-lbs) 30520 1 5'4" 422 84900 100% 0.36 LtRn(lbs) 8099 0 0' 422 16314 0.50 See Note 6 RtRn(lbs) 1757 0 22'6 1/4" 43 9844 0.18 See Note 6 IntRn(Ibs) 23270 0 14'1 3/4' 71 23979 0.97 See Note 6 LLDefI(") 0.11 1 7'0 7/16' 472 0.35 L/1579 TLDefI(") 0.15 1 7'0 7/16" 472 0.47 L/1133 LLDefI(") 0.24 2 8'4 1/2" 443 0.42 2U832 TLDefI(") 0.23 2 8'4 1/2" 443 0.56 2L/872 HANGERS (Simpson) Allow Header(See Note 11) Fasteners R HUC616 3060 onCENTER LVL 1.9E 1 3/4"x 20"@ 2 Plies Face:(20)10d Common;Member:(8)10d Common I MANNING BUILDING SUPPLIES JOHN KNIGHT 5/6/2016 10:39 AM 11155 PHILIPS PARKWAY DR.E. JACKSONVILLE FLORIDA 32256 904-268-8225 Doma Sizer m©2011-2015 BlueLinx Corporation Version:16.0.0.1 Project: J160217-RIVERSIDE HOMES/1776 MARITIME OAK DR MemberlD: BM1 USE: onCENTER LVL 2.0E 1 3/4" x 20" 3 Plies onCENTER® LVL by BlueLinx Grade,Depth,Plies selected by user Connect plies together with 3 rows of 0.162"x 3 1/2"nails @ 12"o.c.(one row 2"from top,one row mid-depth,one row 2"from bottom). Specified attachment is from each side. Add a cluster of(14)0.162"x 3112"nails at concentrated load located at 12'2".Cluster to be 1 column of 7 nails on each side of concentrated load 2"away from hanger flange.Space nails equally and not within 2"of beam edges.Specified attachment is from each side. Add a cluster of(2)0.162"x 3 1/2"nails at concentrated load located at 12'2".Cluster to be 1 nail on each side of concentrated load 2"away from hanger flange and at center of beam depth.Specified attachment is from each side. 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.Allowable negative moment is calculated based on bottom edge laterally supported @24"o.c. 4.Analysis valid for dry-use only(less than 16%moisture content). 5.Loads have been input by the user and have not been verified by BlueLinx Engineered Lumber Technical Services. 6.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. 7.Bearing length(Min Bearing)based on allowable stress of support material(Bearing Stress);support material capacity shall be verified(by others). 8.When required by the building code,a registered design professional or building official should verify the input loads and product application. 9.This member has been sized for residential use.A concentrated load check,per the building code,must be performed for commercial uses. 10.Design assumes a 4%increase in bending stress for repetitive member use. 11.Header type and size(must be designed separately)entered by user and shown for the purpose of hanger selection. 12.Company,product or brand names referenced are trademarks or registered trademarks of their respective owners. 13.Provide approved uplift resistance at supports with negative reactions.This member also evaluated with those bearings neglected if the uplift is higher than 1500 lbs. 14.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%) 15.Group=Load Combination Number+Load Pattern number.(For simple span,Load pattern=1 for LL,0 for DL). MANNING BUILDING SUPPLIES JOHN KNIGHT 5/6/2016 10:39 AM 11155 PHILIPS PARKWAY DR.E. JACKSONVILLE FLORIDA 32256 904-268-8225 Doma Sizer TM©2011-2015 BlueLinx Corporation Version:16.0.0.1 Project: J160217-RIVERSIDE HOMES 11776 MARITIME OAK DR MemberlD: BM2 Usage: BEAM Repetitive Incr: Yes Max Deflection: LL=L/480 TL=U360 r" S 1/2" 5 1/4" -565psi 1000psi 20'7 1/4"(20'1 7/8"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' 20'7 1/4" 24"o.c.Base Uniform Load(Spcg Sen) 1 Uniform(plf) 136.0 0.0 90% 0 0' 20'7 1/4" 9'WALL 2 Concentrated(lbs) 428.0 231.4 125% 0 0' J20A FROM UPPER ROOF 3 Concentrated(lbs) 208.0 112.4 125% 0 2 6" J08 FROM UPPER ROOF 4 Concentrated(lbs) 266.0 143.8 125% 0 4'6" J09 FROM UPPER ROOF 5 Concentrated(lbs) 2784.0 1504.9 125% 0 6'6' L01 FROM UPPER ROOF 6 Partial(plf) 580.0 313.5 125% 0 7'6" 20'7 1/4" L02-L07 FROM UPPER ROOF Uniform(plf) 27.72 0 0' 20'7 1/4" Self Weight If"Applied To"is 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 7961 8965 Max 100% 824 824 Max 125% 2779 3322 Min Reaction 4358 4819 Min 100% 824 824 Min 125% 2779 3322 DL Reaction 4358 4819 Min Bearing 2.41" 2.07' [Based on bearing stress below] Brg Stress(psi) 565 750* [*Based on member brg stress] DESIGN Actual Span Location Group Allow LDF Ratio V(lbs) 6732 1 20'4 5/8" 41 24938 125% 0.27 M(ft-lbs) 42808 1 10'311/16" 41 106125 125% 0.40 LtRn(Ibs) 7137 0 0' 41 16314 0.44 See Note 5 RtRn(Ibs) 8141 0 20'7 1/4" 41 20672 0.39 See Note 5 LLDefI(") 0.19 1 10'311/16" 41 0.52 L/1299 TLDefI(") 0.46 1 10'311/16" 41 0.69 L/533 HANGERS (Simpson) Allow Header(See Note 10) Fasteners R HHGU5.50-SDS H=20 17845 onCENTER LVL 1.9E 1 3/4"x 20"@ 3 Plies Face:(44)SDS 114x2-112;Member:(28)SDS 1/4x2-1/2 USE: onCENTER LVL 2.0E 1 3/4" x 20" 3 Plies onCENTER® LVL by BlueLinx Grade,Depth,Plies selected by user Connect plies together with 3 rows of 0.162"x 3 1/2"nails @ 12"o.c.(one row 2"from top,one row mid-depth,one row 2"from bottom). Specified attachment is from each side. 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.Loads have been input by the user and have not been verified by BlueLinx Engineered Lumber Technical Services. 5.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. 6.Bearing length(Min Bearing)based on allowable stress of support material(Bearing Stress);support material capacity shall be verified(by others). 7.When required by the building code,a registered design professional or building official should verify the input loads and product application. 8.This member has been sized for residential use.A concentrated load check,per the building code,must be performed for commercial uses. 9.Design assumes a 4%increase in bending stress for repetitive member use. 10.Header type and size(must be designed separately)entered by user and shown for the purpose of hanger selection. 11.Company,product or brand names referenced are trademarks or registered trademarks of their respective owners. MANNING BUILDING SUPPLIES JOHN KNIGHT 5/6/2016 10:39 AM 11155 PHILIPS PARKWAY DR.E. JACKSONVILLE FLORIDA 32256 904-268-8225 Doma SizerTM©2011-2015 BlueLinx Corporation Version:16.0.0.1 Project: J160217-RIVERSIDE HOMES/1776 MARITIME OAK DR MemberlD: BM2 12.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%) 13.Group=Load Combination Number+Load Pattern number.(For simple span,Load pattern=1 for LL,0 for DL). MANNING BUILDING SUPPLIES JOHN KNIGHT 5/6/2016 10:39 AM 11155 PHILIPS PARKWAY DR.E. JACKSONVILLE FLORIDA 32256 904-268-8225 Donna Sizer1©2011-2015 BlueLinx Corporation Version:16.0.0.1 Project: J160217-RIVERSIDE HOMES 11776 MARITIME OAK DR MemberlD: BM3 Usage: BEAM Max Deflection: LL=L1480 TL=U360 5 1/2" 5 1/2" -565psi -565psi 9'9 1/2"(9'4"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' 9'9 1/2" 24"o.c.Base Uniform Load(Spcg Sen) 1 Span Carried(psf) 55.0 29.7 125% 0 0' 9'9 1/2" 1'6"s.c.(Slope:7.0/12)-1'6"ROOF FRAMING 2 Uniform(plf) 136.0 0.0 90% 0 0' 9'9 1/2" 9'WALL 3 Uniform(plf) 171.0 92.4 125% 0 0' 9'91/2" J15 FROM UPPER RROF Uniform(plf) 18.48 0 0' 9'9 1/2" Self Weight If'Applied To"is 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 2349 2349 Max 100% 392 392 Max 125% 561 561 Min Reaction 1396 1396 Min 100% 392 392 Min 125% 561 561 DL Reaction 1396 1396 Min Bearing 1.50" 1.50' [Based on bearing stress below] Brg Stress(psi) 565 565 DESIGN Actual Span Location Group Allow LDF Ratio V(Ibs) 1095 1 0'2 3/4" 21 13300 100% 0.08 M(ft-lbs) 4375 1 4'10 3/4" 21 54424 100% 0.08 LtRn(lbs) 2110 0 0' 71 10876 0.19 See Note 5 RtRn(lbs) 2110 0 9'91/2" 71 10876 0.19 See Note 5 LLDefI(") 0.01 1 4'10 3/4" 71 0.24 U18158 11 TLDefl(") 0.02 1 4'10 3/4" 71 0.33 U6150 USE: onCENTER LVL 2.0E 1 314" 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 1/2"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.Loads have been input by the user and have not been verified by BlueLinx Engineered Lumber Technical Services. 5.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. 6.Bearing length(Min Bearing)based on allowable stress of support material(Bearing Stress);support material capacity shall be verified(by others). 7.When required by the building code,a registered design professional or building official should verify the input loads and product application. 8.This member has been sized for residential use.A concentrated load check,per the building code,must be performed for commercial uses. 9.Company,product or brand names referenced are trademarks or registered trademarks of their respective owners. 10.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%) 11.Group=Load Combination Number+Load Pattern number.(For simple span,Load pattern=1 for LL,0 for DL). mi MANNING BUILDING SUPPLIES JOHN KNIGHT 5/6/2016 10:39 AM 11155 PHILIPS PARKWAY DR.E. JACKSONVILLE FLORIDA 32256 904-268-8225 Doma SizerTM©2011-2015 BlueLinx Corporation Version:16.0.0.1 Project: 1160217-RIVERSIDE HOMES/1776 MARITIME OAK DR MemberlD: BM4 Usage: BEAM Max Deflection: LL=1J480 TL=U360 5 1/2" I '5 1/2" -S65psi �J 630psi I 5'7" 1 I 3'1 3/4" 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' 8'8 3/4" 16"o.c.Base Uniform Load(Spcg Sen) 1 Concentrated(lbs) FP 958.0 696.7 100% 0 1'10" F22 2 Concentrated(lbs) FP 958.0 696.7 100% 0 3'10" F22 3 Concentrated(lbs) FP 958.0 696.7 100% 0 5 10" F22 4 Concentrated(lbs) FP 958.0 696.7 100% 0 7'2" F22 5 Concentrated(lbs) FP 1787.2 391.7 100% 0 8'8 3/4' From member'BM3',Brg 1 Concentrated(lbs) FP 561.4 561.4 125% 0 8'8 3/4' From member'BM3',Brg 1 6 Uniform(plf) 136.0 0.0 90% 0 0' 8'8 3/4' 9'WALL 7 Concentrated(lbs) 273.0 147.6 125% 0 0'4 5/8" J11 FROM UPPER ROOF 8 Concentrated(lbs) 273.0 147.6 125% 0 2'1 3/8" J11 FROM UPPER ROOF 9 Concentrated(lbs) 273.0 147.6 125% 0 4'1 3/8" J11 FROM UPPER ROOF 10 Concentrated(lbs) 243.0 131.4 125% 0 6'1 3/8" J08 FROM UPPER ROOF 11 Concentrated(lbs) 300.0 162.2 125% 0 8'8 3/4" J17 FROM UPPER ROOF Uniform(plf) 18.48 0 0' 8'8 3/4" Self Weight FP=Front 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. LOAD PATTERNS (*= span loaded) 1 2 1 ' 2 3 - SUPPORTS (lbs) 1 2 Max Reaction 960 9488 Max 100% 835 3306 Max 125% 268 1450 Min Reaction -1060 5763 Min 100% -497 856 Min 125% -420 175 DL Reaction -143 4732 Uplift 1060 0 Min Bearing 1.50' 3.76" [Based on bearing stress below] Brg Stress(psi) 565 630 DESIGN Actual Span Location Group Allow LDF Ratio V(lbs) 3167 2 0'2 3/4" 21 13300 100% 0.24 M(ft-lbs) 8999 1 5 7" 21 54424 100% 0.17 LtRn(lbs) 692 0 0' 22 10876 0.06 See Note 6 IntRn(lbs) 8299 0 5'7" 71 12128 0.68 See Note 6 LLDefI(") 0.00 1 2'9 1/2" 73 0.14 U-24187 TLDefI(") -0.01 1 2'9 1/2" 73 0.19 U-12069 LLDefI(") 0.01 2 3'1 3/4' 73 0.16 2U6019 TLDefI(") 0.03 2 3 1 3/4' 73 0.21 2L/2508 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 5 rows of 0.162"x 3 1/2"nails @ 12"o.c.(one row 2"from top,one row 2"from bottom,remaining rows equidistant between top and bottom rows). NOTES 1.Designed in accordance with National Design Specifications for Wood Construction and applicable approvals or research reports. MANNING BUILDING SUPPLIES JOHN KNIGHT 5/6/2016 10:39 AM 11155 PHILIPS PARKWAY DR.E. JACKSONVILLE FLORIDA 32256 904-268-8225 Doma SizerTM 02011-2015 BlueLinx Corporation Version:16.0.0.1 Project: J160217-RIVERSIDE HOMES/1776 MARITIME OAK DR MemberlD: BM4 2.Provide full depth lateral support at all bearing locations.Allowable positive moment is calculated based on top edge with continuous lateral support. 3.Allowable negative moment is calculated based on bottom edge laterally supported @24"o.c. 4.Analysis valid for dry-use only(less than 16%moisture content). 5.Loads have been input by the user and have not been verified by BlueLinx Engineered Lumber Technical Services. 6.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. 7.Bearing length(Min Bearing)based on allowable stress of support material(Bearing Stress);support material capacity shall be verified(by others). 8.When required by the building code,a registered design professional or building official should verify the input loads and product application. 9.This member has been sized for residential use.A concentrated load check,per the building code,must be performed for commercial uses. 10.Provide approved uplift resistance at supports with negative reactions. 11.Company,product or brand names referenced are trademarks or registered trademarks of their respective owners. 12.Allowable upward deflection for cantilever is the greater of 0.20"or the cantilever span(inches)multiplied by 2 and divided by the factor shown in Max Deflection(located above beam drawing). 13.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%) 14.Group=Load Combination Number+Load Pattern number.(For simple span,Load pattern=1 for LL,0 for DL). FILE COPY (-- SITE PLAN LOT 106 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. GRAPHIC SCALE 300 1s 30 S) 12.1 b ( INS ) 0� ti 1 inch = 30 ft. G S)vi ,g, lob, o4 �C��yf `�9e rp6' V J• �' N t`�t° 46.85' �R< .('QJ +.e 11.2) ' / 33.6Y\ //� • 22.13' eP' / $00 ' •` a7�j/.�Z9.7J. \ 11 a ` 1 :p.V 4J / /. 2_ J?� nn • 1 V � Y ^5 -• • • F0p0\ �V Z 8/ , . s°oeSEs •9a,, 8.08' _ ti �"�. i ^6qo• /• •• Zero-• �4 �1• .\l\ AJ �' 1 ci o,,,• T 6411 �„ J 'Q`'BPk.'ry X04' \J3 a'.20' ���i P i., /�1 26.55' N $ • agaa aiior� � • '��9. 6..73• aa�aaaill� ig�jT retli f;22.74'• ‹yr�J G 'n.,. •UII�'II,III�ia�a=aaaa0 __ 31.76' ....4',. . \ SA •: +=et wiaiiii.lit Af __ 5'B.R.M. wry 1 32.20'(P) 7750.00(G)IRN �s0. 0 S84.20'26"w(R) 10.44' J ® ® 5A9• 1 OT 107 \ Yr. \ A IMPERVIOUS COVERAGE \ 445EIDACKS,4 IMPERVIOUS Sq.Ft. LOT Sq.FL K FRONT-20 FEET FROM FACE OF GARAGE TO BACK CF RIGHT OF WAY APO 9304 Sq.FL 14,275 Sq.FL 44% 15 FEET FROM BIALDING FACE OR POUCH TO BACK OF RIGHT OF WAY; INCEPT CORNER/DOUBLE-FRONTAGE LOTS.FOR WHICH THE NON-ADDRESS LINE TABLE FRONT/WOE YNMUM YARD SHALL BE 10 FEET FROM GARAGE OR BUILDING FACE TO BACK OF RIGHT CF WAY. SOD BREAKDOWN m w ° UNE DNEOMER LENCTN TOTAL LOT AREA 14,275 Sq.Ft 'L1(P) N387.304'W 613.62 R/W TO CURB 496 Sq.FL ill FilDENOTES WOOD DECK GROSS SOD AREA 1+,771 Sq.-FC L2(P) N341616'14 11.94 11FOI1car>Hc L3(P) N213'42TE 77.21 r,.t•: DENOTES PROPOSED CONCRETE FOUNDATION SUB 5,010 Sq.Ft. DRIVEWAY 1,122 Sq.FL L4(P) 1437'55'35% 63'03 LEAD WALK 37 Sq.Ft. L5(P) N51'55'28'E 13.09 M DENOTES PROPOSED PAVERS SIDEWALK AREA 0 Sq.Ft. __ A/C PAD A FOOTINGS 135 Sq.Ft. ID DENOTES CHEMICAL TOILET FOR POS CURVE TABLE 1 WATER/CONSERVATION 0 Sq.Ft. /- DENOTES FUTURE 4w TREE TOTAL DEDUCTKINI 8.304 Sq.Ft. CURVE RADIUS ARC LENGTH CHORD DIRECTION CHORD LENGTH DELTA yFT St1y_ARFS 8,467 Sq.Ft. CI(P) 50.00 42.47 SIB'40'23'W 41.20 4679'55' GENERAL NOTTS. I.BEARINGS ARE BASED ON THE CENTERLINE OF MARITIME OAK DRIVE AS BEING 14781304W(LI). 2.ORWNAOE ELEVATIONS 910YN HEREON ARE BASED ON NAW 1988. 3.TIE LANDS SHOWN HEREON UE 18DN FLOOD ZONE'S'AS DEPICTED ON DE FLOOD NSURANCE RATE MAP(FIRM.)COMMIT NUMBER 120077,PANEL NUMBER 040611.DATED.ALAE 3,2011 TME EL000 ZONES SHOWN CN 114S SHE PLAN ARE SCALED OFF OF THE F.E.M.A.F.LR.M.MAPS AND ARE FOR REFERENCE CERT.THE FIRM.INFORMATION AND DEUNEAIWMS CN THIS SHE PLAN ARE VAUD ONLY FOR DATES UP TO AND INCLUDING THE DATE OF 1145 STE PLAN.THERE MAY HAVE BEEN SUBSECUENT REASONS AFTER THIS DATE THAT WILL SUPERSEDE SAID INFORMATION.INQUIRES SHOULD BE MADE TO TIE COMWMTYS..000 PLANE MANAGEMENT REPOSITORY.DEPARTMENT OF PUBUC WORIM OTT CF ATLANTIC BEACH. 4.F1.000 MAPS REFERENCED HEREON ARE BASES ON NAW 1966. 5.NO UNDERGROUND FOUNDATIONS CR UTIUTIES&NO IMPROVEMENTS.011101 THAN THOSE S10WN WERE LOCATED UNDER THE SCOPE OF THIS STE PUN. B.ADDITIONS,DELETIONS AND/CR ANY WRITTEN INFORMATION ADDEO TO THIS MAP AND/OR REPORT IS PROMOTED AND IS NOT AUTHORIZED BY THE SGIONG SURVEYOR. 7.THIS MAP IS 141ENDED TO BE MEWED AT A SCALE OF 1'430'OR SMALLER 0.ENTRIES&PATIOS DEPICTED AS EXTENDING INTO THE BUILDING RESTRICTION UNITS MUST REMAIN UNCOVERED&NOT ENCLOSED. 9 UPLAND BUFFERS ADJACENT TO WETLANDS ARE TO REMAIN NATURAL.VEGETATIVE AID UNDISTURBED. 10.OMENSONS ARE N FEET AND DECIMAL PARTS THEREOF. H.TMS STE PLAN IS ONLY FOR 11E LANDS AS DESCRIBED.IT IS NOT A CERTIFICATE CF TITLE ZONING.EASEMENTS OR FREEDOM OF ENCUMBRANCES 12.MS SHE PLAN WAS NOT MENDED TO DELINEATE OR DEFINE ANY 9ETIANOS.ENVIRONMENTALLY SENSITIVE AREAS.WILDUFE HABITATS OR JAMSECRONAL LINES OF ANY FEDERAL STATE,REGIONAL OR LOCAL AGENCY.BOARD,AND COOSSSON OR OTHER ENTITY AND ANY UABIUTY RESULTING THEREFROM IS NOT DIE RESPONSBLNTY OF THE UNDERSGNED. 13.UNLESS A COMPARISON IS MADE.MEASURED BEATINGS AHO OSTANCES ARE IDENTICAL WITH PLAT VALUES. IA.THIS STE PUN IS BASED ON NFORMAT)ON AS PROVIDED BY THE WENT. 15.BURRING AND MPROVFAEENTS,IF ANY.AS DEPICTED HEREON ARE PERPE NOO LAR TO THE PARCEL PROPERTY ONES. ALL BUILDING DES ARE SHOWN TO THE FOINDADON. 16.THIS IS NOT A BOUNDARY SIRWY. 17.PUBLIC SIDEWALKS DEPICTED HEREON ARE BASED ON THE CONSTRUCTION PLANS. 71E1 ARE SOWN FOR INFORMATIONAL PURPOSES ONLY AND ARE NOT TO BE OWED UPON FOR CONSTRUCTION. FOR CORRECT LOCATOR AND/OR DMENSONS REFER TO THE MOST CURRENT SET OF CONSTRUCTOR PLANS. THERE IS A MAMMAS 2%SLOPE ON ALL SIDEWALKS ALL SIDEWALK AND FLATWRK SHALL.AT A MINIMUM,MEET ORRDIT CITY O ATLANTIC BEACH AND ADA STANDARDS.CROSS SLOPES SHALL BE NO MORE THAN 23L THE PORTON CF THE SIDEWALK 181071 TRANSVERSES THROUGH TIE DRIVEWAY APRON SHALL ALSO MEET TMS REQUIREMENT.ALSO,PLEASE NOTE THAT UTIUTES(METER BOXES,VALVES ETC.)SIAL NOT BE NSTALLED W11N THE SOEWALK. 18.A/C PADS MUST MAINTAIN Y AWAY FROM ANY PROPERTY UNE AND CAN NOT ENCROACH NTD A DRAINAGE EASEIEINT DUE TO DRAINAGE PURPOSES. REASON A:REVISED STE PLAN-MOVED HOUSE.UPDATE OPTION(2/11/16)(SLL/RPS) PREPARED FOR RIVERSIDE HOMES CERTIFIED TO:RIVERSIDE HOMES as W" wig BARTRAM TRAIL SURVEYING, INC. Er_• �0MIM f•"%•••••ee: LAND SURVEYORS - PLANNERS - LAND DEVELOPMENT CONSULTANTS itillW P.114.MO▪M MCI CI MOE I 1501 COUNTY ROAD 915 SUITE NO. 106 904 284-2224 ., ='=.11,177.4•1•1•131ou,A1 1,' GREEN COVE SPRINGS, FL 92049 FAX (904 284-2258 Maa-�� CERTIFICATE OF AUTHORIZATION LB /89999991 _Wil.7`"" COPYRIGHT © 2015 _,e.aao� ""'w'^ FIRM.FLOOD ZONE %(N/A) Bas"ILL-00•70 Mtn 4i�rNOTATION: F r.m "I HEREBY CERTIFY•that this Survey graphically represents The survey hereon woe mode without benefit of obBtroct or W/ELEVATION: s a=.HI '�'m`as+'' "oI" the results of a field survey mode under my responsible Beach of title, and therefore the undersigned and Bertram IAA:-MOO direction and compiles with the latest Standards of Troll Surveying make no Certifications regarding Information PANEL NO.: 120077 0408th B/3/13 ..%.,, uTM w ,. Practice for Surveys as promulgoted by the Florida State shown or not shown hereon pertaining to easements.claims " Board of Professlonol Surveyors and Mappers,Chapter of easements.Rights-of-way,setback lines,overlaps. FB/PG rr.s�'`., ▪ Pm Oeimy''s',w "m''' 54-17 F.A.C.; Pursuant to section 472.027.Florida Boundary Line disputes,agreements,reservetiona or other N/A statues, subject to oil notes and notations shown hereon. eimtor matters which may appear in the abstract,or search. 1010.NUm, R_ N/A N/A This survey is prepared and certified for the exeNaNe use of DAA' 12/24/15 I 1'=30' ..:aim "ams FIELD WORK COMPLETED MAP ORIGINALLY SIGNED the client named hereon and the survey mop and report of the copies thereof ore not wild without the signature and PROJECT NO.: REVISION: p .i"rr ru •py�� N/A the original raised seal of a Florida licensed surveyor and 1348-1'S-074 I A '[3 �.��aa,m'�„F"'�..P, RAYMOND PAUL SUTHERLAND. P.S.M. mapper. STATE OF FLORIDA LICENSE NUMBER LS 6477 DRAWN Br. LAS/Oec CHECKED BY: DOG SHEET 1 of 1 (/****--- SITE PLAN LOT 106 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. GRAPHIC SCALE S' ,� D ,5 30 12.1 h ( IN FEET ) ,,..4..> ti 1 inch = 30 ft. 0' Cl/ Res ..01., BO G OL , o��9lL fOs x,43 46.85' \R< .(A., +1i 11.2 4-.. 33.63'\ 22.13' OQ... /•,;. •.\ ya!/vym-277.25. \ U .TM .2 00. ^� !• F \ iV / •�o. Foz`b:a •96, 8.08' N $ 6.Po.•I z` a .. \ AJ / f,S6 N k.. 7 :. 3'4 3gry � h Q/ ^RiO4Y Y i 1 • ,..40 . J I 7R dab r :11• 170, ... /4445 26.55' `ANSI \�?g.„ 3 ra• ��� liter,i:+% ,. 22.74' SVP.r 3'r 3'3 r �4`��31.76'F' G Nfib 4� :�-Vr,, ____- _ S84'20'26�W(R) • 'c3' O \ - �-•'.- ( 50.00'(C) 1#.. SB4'20'26"W(R) 10.44' e LN. A ® 5.88' /) ® \ VJ� LOT 107 \ IMPERVIOUS COVERAGE \ rSETBACKS* IMPERVIOUS Sq.Ft. LOT Sq.Ft. R FRONT-20 FEET FROM FACE OF GARAGE TO BACK OF RIGHT OF WAY AND 6.304 Sq.FL 14,275 Sq.FL 441( 15 FEET FROM BUILDING FACE OR PORO1 TO BACK OF RIGHT OF WAY; DWI CORER/DOUBLE-FRONTAGE LOTS.FOR WHICH THE NON-ADDRESS UNE TABLE FRONT/SIDE MIlIDU YARD SHALL BE 10 FEET FROM GARAGE OR BUILDING FACE TO BACK OF RIGHT DF WAY. SOD BREAKDOWN msnt" " UNE DIRECTION LENGTH TOTAL LOT AREA 14,275 Sq.Ft. LI(P) N387.3'04'W 613.62 R/W TO CURB 496 Sq.FL ® DENOTES WOOD DECK GROSS SOD AREA 14,771 Sq.Fl L2(P) N3416'26'W 11.94 DEDUCTIONS 13(P) N213'42.E 77.21 FOUNDATION SLAB 5.010 Sq.FL 14(P) N3755'351 83.03 �`r DENOTES PROPOSED CONCRETE DRIVEWAY 1,122 Sq.Fl LEAD WALK 37 Sq.Ft. L5(P) N5155'26'E 13.09 Pq DENOTES PROPOSED PAVERS SIDEWALK AREA 0 Sq.Ft. A/C PAD&FOOTINGS 135 Sq.FL 0 DENOTES CHEMICAL TOILET FCR POSTS CURVE TABLE WATER/CONSERVATION 0 Sq.FL aye RADIUS ARC LENGTH CHORD DIRECTION CHORD LENGTH DELTA 01)- DENOTES FUTURE 4" TREE TDTIl OEIN.C.D Ns 8,004 Sq.FL NET SOD AREA 8,487 Sq.Ft. C1(P) 50.00 42.47 S16'40'23'W 41.20 4879'55' rr'IFI[r 1.BEARINGS ARE BASED ON THE CENTERWE OF MARITIME OAR DRIVE AS BE NG N76'211:14'R(L1). 5.ORNNAGE ELEVATIONS SHOWN HEREON ARE BASED ON MVO 198& 3.THE LANDS SHOWN HEREON UE 4111115 FLOOD ZONE'8'AS DEPICTED ON THE FLOOD INSURANCE RATE MAP(F.I.R.M.)COMMUNITY NUMBER 120077.PANEL NUMBER 040611.DATED.JUNE 3.2013.1NE FLOOD 2ONES SHORN ON MS SITE NAN ARE SSCALED OFF OF ME F.EILA.EIRM.UBSEQUENT REVISIONS AFTER MS DAATESAPO ARE FCR REFERENCE THAT WEL SUPERSEDE SAID INFORMY.ATICS.INQUIRIES SHOULD BE MADEFIRM.INFORMATION AND TOTOTICMS ON THIS SITE PLAN ARE VAUD THE COLWUNTYS FLOW PLANE MANAGEMENT NT NLY FOR DATES UP TO AND INCUJCING THE REPOSITORY.DEPARTMENT CF PPUBBUC ATE IIKRHaa,an OF ATLANTIC BEACH.PLAN.THERE MAY HAVE BEEN 4.FLOOD MAPS REFERENCED HEREON ARE BASED ON NAVE 1966. 5.NO UNDERGROUND FOUNDATION CR USJTES d NO IMPROVEMENTS 01HE4 THAN THOSE SHOWN HERE LOCATED LEDER THE SCOPE OF THIS STE PUN. 6.ADDITIONS DELETIONS AID/OR MY WRITTEN INFORMATION ADM TO THIS MAP AND/OR REPORT IS PRININTED AND IS NOT AUTHORIZED BY TIE SIGNING SURVEYOR. 7.THIS MAP IS INTENDED TO BE MEWED AT A SCALE OF 1'.30'OR SMALLER.&ENTRIES&PATIOS UNCOVEREDES MUST REMAIN 9.UPLAND BUFFERS ADJACENT TO WETLANDS ARE TO REMAS COMORO INTO NE BNN NATURAL.V EGETAG RESTRICTION WK.AND UNDISTURBED. &NOT ENCLOSED. 10.DIMENSIONS ARE IN FEET AND DECYAL PARTS THEREOF. 11.THIS SITE PLAN IS ONLY FOR 111E LANDS AS DESCRIBED.IT IS NOT A CERTIFICATE OF TRE.ZOINNO,EASEMENTS OR FREEDOM OF ENCUMBRANCES 12.THIS SITE PLAN WAS NOT INTENDED TO DELINEATE CR DEFINE MY WEILAJD&ENVBONMOITNLY SENSITIVE AREAS.NEDUFE HABITATS OR JORISDICMNAL ONES OF ANY FEDERAL STATE,REGIONAL OR LOCAL AGENCY,BOARD.AND COMMISSION OR OTHER DITTY AND ANY UABUTY RESULTING THEREFROM IS NOT INE RESPONSIBILITY OF THE UNDERSIGNED. 13.UNLESS A COMPARISON IS MADE,MEASURED BEARINGS AND DISTANCES ARE COMICAL WITH PUT VALUES. 14.1/95 STE PLAN IS BASED ON INFORMATION AS PROVIDED BY THE CLEAT. 15.BUILDING AND IMPROVEMENTS IF ANY,AS OEPICIED HEREON ARE PERPENDICULAR TO THE PARCEL PROPERTY LN6 ALL 91*011G TES ARE SOWN TO THE FOUNDATION. 16.MS IS NOT A BOUNDARY SURVEY. 17.PUNIC SDEWURS DEPICTED HEREON ARE BASED ON THE CONSTRUCTION PLANS. THEY ARE SHOWN FOR INFORMATIONAL PURPOSES ONLY AND ARE NOT TO BE RD1ED UPON FOR CONSTRICTION. FOR CORRECT LOCATION AND/OR DIMET/SICNS REFER TO THE MOST=ROM SET OF CONSTRUCTION PLANS. THERE IS A MA(IWM 2X SUPE ON ALL SDEWALIS ALL SDEWALR AND FUTWORK SHALL.AT A MNNL"1,MEET CURRENT OTY OF ATLANTIC BEACH AND ADA STANDARDS.CROSS SLOPES SHALL BE NO MORE THAN 21L RE PORTION OF 1HE SIDEWALK WHICH TRANSVERSES THROUGH THE DRIVEWAY APRON SHALL ALSO MEET MS REQUIREMENT.ALSO,PLEASE NOTE THAT MITES(MEIER BOXES VALVES,ETC)SHALL NOT BE INSTALLED NTHN TIE SIDEWALK 18.A/C PADS MUST MANTANN 3'AWAY FROM ANY PROPERTY UNE AND CM NOT ENCROACH INTO A ORANALE EASEMENT DUE TO DRAINAGE PURPOSES REVISION A:REVISED STE PLAN-MOVED HOUSE UPDATE OPTION(2/11/16)(SLL/RPS) PREPARED FOR:RIVERSIDE HOMES CERTIFIED To:RIVERSIDE HOMES m -MOOs IP .WS BARTRAM TRAIL SURVEYING, INC. e ©( : d'wCi�'��� �. LAND SURVEYORS - MANNERS - LVID DEVBLOPI[ENT CONSULTANTS PAZ 2=11 ewe 1501 COUNTY ROAD 915 SUITE NO. 106 904 284-2224 MAT=,a It 1/1 GREEN COVE SPRINGS, FL 32043 FAX(904 284-2258 CERTIFICATE O F AU HTO©ATIO LB #6 1 aAzt. .. 015 .-mO1e 3'.o'. NOTATION: FIRM.FLOOD ZONE X(N/A) wm 'I HEREBY CERTIFY,that this survey graphically represents The survey hereon was made without benefit of abstract or W/ELEVATION: Nw. .o,s' the results of a field survey mode under my responsible search of title,and therefore the undersigned and Bartram '.�- m•� direction and complies with the latest Standards of Trail Surveying make no Certifications regarding Information PANEL NO.: saws mm wee_..w. 9 9 120077 040611 6/3/13 _N„F,y Practice for Surveys os promulgated by the Florida State shown or not shown hereon pertaining to easements.claims =wv„. J� Board of Professional Surveyors and Mappers,Chapter of easements,Rights-of-way,setback lines,overtop.. FB PG ;„ _�ROM gammon ma 5.1-17 F.A.C.: Pursuant to section 472.027,Florida Boundary Line disputes,agreements,reservations or other / N/A $� L. statues.subject to all notes and notations shown hereon. similar matters which may appear in the abstract,or search. Dt =1:1-"'.. ,Lt:=s ,..wa N/A N/A This survey Is prepared and certified for the exclusive use of DATE' 12/24/15 I SCALE: 1-=30. , ' .'tom�" ui`w FIELD WORK COMPLETED MAP ORIGINALLY SIGNED the client named hereon and the survey mop and report of 3'w the copies thereof oro not valid wsuout the signature and PROJECT NO.: I REVISIXN. • er �q N/A the original rained Beal of a Florida licensed surveyor and y349-15,074 A RAYMOND PAUL SUTHERLAND. P.S.M. mapper. �^'r"'"" STATE OF FLORIDA LICENSE NUMBER LS 6477 DRAwN BY: LAS/DBG CHECKED BY: 080 SHEET 1 of 1