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1719 BEACH AVE - GARAGE ACC18-0029 j y\J‘f ,A j; ' `�. CITY OF ATLANTIC BEACH O'lH ° 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 '1.--1-01-69.'eINSPECTION PHONE LINE 247-5814 ACCESSORY - SINGLE OR TWO FAMILY ACCESSORY MUST CALL BY 4PM FOR NEXT DAY INSPECTION: 247-5814 PERMIT INFORMATION: PERMIT NO: ACC18-0029 Description: garage with 2nd floor studio, trellis connector, wood deck Estimated Value: 450000 Issue Date: 7/5/2018 Expiration Date: 1/1/2019 PROPERTY ADDRESS: Address: 1719 BEACH AVE 1 RE Number: 169662 0100 PROPERTY OWNER: Name: MULARKEY MICHAEL R Address: 1719 BEACH AVE ATLANTIC BEACH, FL 32233-5838 GENERAL CONTRACTOR INFORMATION: Name: Address: Phone: Name: MCANENY BUILDERS LLC Address: 1010 EAST ADAMS ST LEONARD W MCANENY JACKSONVILLE, FL 32202 Phone: PERMIT INFORMATION: Please see attached conditions of approval. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOU PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. * A notice of Commencement is only required for work exceeding an estimated value of $2,500. For HVAC work, a Notice of Commencement is only required when HVAC work exceeds and estimated value of$7,500. (-- „ ,-.,\--1-Y, �' ° `' rp. Permit Conditions JTrieat 0 City of Atlantic Beach Permit Number: ACC18-0029 Description:garage with 2nd floor studio,trellis connector,wood deck Applied: 5/3/2018 Approved:7/2/2018 Site Address: 1719 BEACH AVE 1 Issued:7/5/2018 Finaled: City,State Zip Code:Atlantic Beach,Fl 32233 Status: ISSUED Applicant:<NONE> Parent Permit: Owner: MULARKEY MICHAEL R Parent Project: Contractor: <NONE> Details: LIST OF CONDITIONS SEQ NO ADDED DATE REQUIRED DATE SATISFY DATE TYPE STATUS DEPARTMENT CONTACT REMARKS 1 5/11/2018 DRIVEWAY APRON INFORMATIONAL PUBLIC WORKS Scott Williams Notes: All concrete driveway aprons must be 5”thick,4000 psi,with fibermesh from edge of pavement to the property line. Reinforcing rods or mesh are not allowed in the right-of-way. 2 5/11/2018 EROSION CONTROL INSTALLATION INFORMATIONAL PUBLIC WORKS Scott Williams Notes: Full erosion control measures must be installed and approved prior to beginning any earth disturbing activities. Contact the Inspection Line(247- 5814)to request an Erosion and Sediment Control Inspection prior to start of construction. 3 5/11/2018 ON SITE RUNOFF INFORMATIONAL PUBLIC WORKS Scott Williams Notes: All runoff must remain on-site during construction. 4 5/11/2018 POST CONSTRUCTION TOPO INFORMATIONAL SURVEY PUBLIC WORKS Scott Williams Notes: If on-site storage is required,a post construction topographic survey documenting proper construction will be required. All water runoff must go to retention area and retention overflow must run to street. 5 5/11/2018 ROLL OFF CONTAINER INFORMATIONAL PUBLIC WORKS Scott Williams Notes: Roll off container company must be on City approved list(Advanced Disposal,Realco Recycling,Shapell's,Inc.,Republic Services,Donovan Dumpsters). Container cannot be placed on City right-of-way. Printed:Thursday,05 July, 2018 1 of 2 j /(4 ---- t,u.s Permit Conditions 1 r) City of Atlantic Beach 6 5/11/2018 RIGHT OF WAY RESTORATION INFORMATIONAL PUBLIC WORKS Scott Williams Notes: Full right-of-way restoration,including sod,is required. 7 5/11/2018 RUNOFF INFORMATIONAL PUBLIC WORKS Scott Williams Notes: All runoff must remain on-site. Cannot raise lot elevation. 8 5/11/2018 MAXIMUM DRIVEWAY INFORMATIONAL PUBLIC WORKS Scott Williams Notes: Maximum driveway width within the City right-of-way is 20'. 9 5/11/2018 PERVIOUS PAVERS INFORMATIONAL PUBLIC WORKS Scott Williams Notes: Pervious pavers must be used to receive 50%credit. 10 6/26/2018 ADDITIONAL COMMENTS PUBLIC INFORMATIONAL WORKS PUBLIC WORKS Scott Williams Notes: A Revocable Encroachment Agreement must be signed,notarized,and submitted to our files prior to Permit being issued,please. I Printed:Thursday,05 July, 2018 2 of 2 j (i7 -ACity of Atlantic Beach APPLICATION NUMBER a� Building Department (To be assigned by the Building Department.) .� 800 Seminole Road , C` .1 --..pr.' �, Atlantic Beach, Florida 32233-5445 ACC t —Do 7 Phone(904)247-5826 •• Fax(904)247-5845 ( I 'k orit� - E-mail: building-dept@coab.us Date routed: I. l City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: 111-61 Belton A-vt . Department review required Yes o Applicant: L )'cYlLAL l.iUS"S (Planning &Zonin Tree Admin r Project: L\Lc 3 vim 0.„,(�.E` �,,� 1 .6At.t 0 &f 4., C PubliEl7VorKD 1 5-1V ` n2t ! Public Safety r Woad 1k Public Safti y ety Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection Florida Dept. of Transportation St. Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: ❑Approved. Denied. ❑Not applicable (Circle one.) Comments: BUILDING PLANNING &ZONING �-?DI Reviewed by: y Date: S TREE ADMIN. Second Review: Approved as revised. ❑Denied. ❑Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: / il� Date: V/SOI g FIRE SERVICES Third Review: Approved as revised. ❑Den. d. Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 ) — V r'p« ,, OFFICE ,-,e‘ 'Building Permit Application [ updated i City of Atlantic Beach j 800 Seminole Road,Atlantic Beach,FL 32233 MAY - 3 2018 ,�, )/Phone:(904)247-5826 Fax:(904)22�4__7-55�88((45p Qe_ Job Address: / 7 / 13E cc1'1 (-'ti L/e P71_ -6F e'rmit Number: 7 �-e 1. p 00 Legal Description RE# /6• 966 --o/eta- Valuation of Work(Replacement Cost)$ -SO o U 0 Heated/Cooled SF Non-Heated/Cooled • Class of Work(Circle one): New Addition Alteration Repair Move Demo Pool Window/Door • Use of existing/proposed structure(s)(Circle one): Commercial Residential • If an existing structure,is a fire sprinkler system installed?(Circle one): Yes No N/A • Submit a Tree Removal Permit Application if any trees are to be removed or Affidavit of No Tree Removal Describe in detail the type of work to be performed: N�,,,D Go. 6 u4' S i u� a c. . Ani fFd O �6sJ t41� C0 r-f r` ia- 0 r , AN)0 A —Fa i 6> A•,1 p ,a-Jcj AT oc6c J Sic 6 or- an t,.S E- 126 1)6CIL ?icvcrgi Florida Product Approval# for multiple products use product approval form Property Owner Information Name: YYi , ILS Ll36'T Sci ✓l7wi 21C€y Address: 1 -7 I Ci 16.,44�-IA 4 U C City f -TLAi,) i iState FL Zip SZZ. S 3 Phone E-Mail Al LA CIL& /i'1 Owner or Agent(If Agent,1"ower of Attorney or Agency Letter Required) Contractor Information Name of Company: yr e-IU ��:.� �.OE-d? LL-C- Qualifying Agent: vi--G-ot tMcAN61-N)C1 Address ( co 7—(2 6E( City T t-1CSoa/di l.(, State r L Zip Office Phone 9nq — T 7 LI - J'7 , L Job Site/Contact Number 90 - Zicr — "3c./0(1 State Certification/Registration# E-Mail C. AA C- & N.)E • >a - Architect Name&Phone# ✓V)1 C 1 6 AC Si-)tf72dc <lCy :707 —Qt 7 - Engineer's Name&Phone# )..,ou ?Po- T j p 904.- O Q O Workers Compensation WCV o/ S3`) 6, © G AM FLAIL(1.6-n.S r-Ic Exempt/Insurer/Lease Employees/Expiration Date 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 the laws regulationg construction in this jurisdiction.I understand that a separate permit must be secured for ELECTRICAL WORK,PLUMBING,SIGNS, WELLS, POOLS,FURNACES, BOILERS, HEATERS,TANKS,and AIR CONDITIONERS,etc. NOTICE:In addition to the requirements of this permit,there may be additional restrictions applicable to this property that may be found in the public records of this county,and there may be additional permits required from other governmental entities such as water management districts,state agencies,or federal agencies. OWNER'S AFFIDAVIT:I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBT.t N FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE REC• 'D G OUR NOTI CO ' CEMENT. (Signature of Owner=) (Signatur- . Contractor) (including contr. . Signed and sworn to(or affirmed)'bf fore me this D-13dayof ned and sworn to(or a irmed)before me this gday of Mme, 20( ?! ,by MI 1�/ V1(I 1tl/c✓I<;Pi� Si_A , 2OI g ,by Le0n& rol 03. �LhAe.hy I r ' • w I • it 0 - ,1.`Nv, Q 2 � lt�latuu•;t etwraYES M —.(signature signature of Notarv)V } y '`R -•• MILDRED REYES MORENO ' / • MY COMMISSION#FF905780 II/ vvvlll Personal) Known OR Personally Known OR • MY COMMISSION/FF905780 [ �' • EXPIRES August 03,2019 ]produced Identification [ ]Produced Identification taoii a-0•s7 F. . -t EXPIRES August 03.2019 Type of Identification: °'" ype of Identification:--.„01024.39. 8.0153—p•MdeNetrytionlarcar— _'�" -jy11`1,'�, '' rfr. CITY OF ATLANTIC BEACH 'j`' 800 Seminole Road ulp r, Atlantic Beach,Florida 32233 REVISION REQUEST/CORRECTIONS TO PLAN REVIEW COMMENTS Date 51c3,pi Revision to Issued Permit Corrections to Comments Permit# (.3A 1 7-©o a 3 Project Address / 7 N' 4 l.J - AV-1.14)-1'71c. 3z-z..11 Contractor/Contact Name MCA NJ ;t i.. 1 L .c,Iz C Phone I OL( 2,19 3O0 L) Email /...„C ,'fr ‘pt 12 6)A ( ,'N6-'y Description of Proposed Revision /Corrections: ' -rmit Fee Due$ 4.=-° •U v A O 1 __ itt 4-(1- CAST- 7r L 4 _4 Ai. . qa . . Additional Increase in Building Value $ V Additional S.F. c By signing below,I affirm the Revision is inclusive of the proposed changes. (printed name) L ''‹ V9/i Signature of Contractor/Ag (Contractor must sign if increase in valuation) Date (Office Use Only) Approved Denied Not Applicable to Department Revision/Plan Review Comments Department Review Required: Building Planning & Zoning Reviewed By Tree Administrator Public Works Public Utilities -5 1O cI V Public Safety ate Fire Services OFFICE COPY rs�L,�rRECEiVED k, % CITY OF ATLANTIC BEACH s; 800 Seminole Road i• i 2 0 MS Atlantic Beach,Florida 32233 "`0;119_ Building Department REVISION REQUEST kiiIiiiikqtrNIRVAIILFAIN REVIEW COMMENTS Date 4./(`i f / Revision to Issued Permit Corrections to Comments Permit#4r c t -0 ox-7 Project Address .' 7 19 e A0-6- PcrL PA+ Tc t . Contractor/Contact Name j/v -A w 4 61 LS4-(14 Phone 90 t4 /•? 3 Email 1.c, 61(A1,1i+.1 tr( (61 Ate, 1.3 l Description of Proposed Revision/Corrections: Permit Fee Die $ J � D ,11 i t -71-e46 V t S t o iv -i Additional Increase in Building Value $ Additional S.F. By signing below,I 1�6.vn/ ykeNC -4-16 N V/ affirm the Revision is inclusive of the proposed changes. (printed name) j 4/19 j/1 Si atue of Contractor/Agent(Q ntractor must sign if increase in valuation) Date (Office Use Only) Approved Denied Not Applicable to Department Revision/Plan Review Comments Department Review Required: Buldin � Planning & Zoning V Reviewed By Tree Administrator ublic Works , "1:57_67, L7filities 6 127201 0 Public Safety Date Fire Services „-,1‘-'-v- , ' r '' \ CITY OF ATLANTIC BEACH J \S� y' �` '' 800 SEMINOLE ROAD J ATLANTIC BEACH, FL 32233 �O1i1>r” OFFICE C O PY (904) 247-5800 BUILDING REVIEW COMMENTS Date: 5/28/2018 Permit#: ACC18-0029 Site Address: 1719 BEACH AVE 1 Review Status: de ,- d RE#: 169662 0100 Applicant: MCANENY BUILDERS LLC Property Owner: MULARKEY MICHAEL R Email: MCANENYBUILDERS@ATT.NET Email: mularkeym@gmail.com Phone: 9043741736 Phone: 9042193004 THIS REVIEW IS ONE OF MULTIPLE DEPARTMENT REVIEWS. Revisions may not be submitted until ALL departments have completed their respective reviews. Revisions submitted MUST respond to EACH department review. Submittals that respond to only one or a few correction items will not be accepted. io1li?) , . •• • ren Comments: r) 0 ,, Both-pagesuf the ENERGY PERFORMANC by � b , 00 There appears to be and error on Page 1 of 4 of the Florida Energy Efficiency Code For Building i M Construction. Line #6 has 1602 square feet of conditioned space above grade. Correct and resubmit 0 CP energy calculations. Call out the insulation values for the ceiling of the garage, walls of the studio living space and the studio 91° ceiling. (-7 ci, If spray foam insulation is to be used on this project, submit 2 copies of the ICC-ESR information sip-ts for the type of spay foam and installation applications. �c s. Submit 2 copies of the buss engineering drawings. To be signed by the architect of record as w- . t/o On page S LOA of the structural plans, GB-2 is should be on Cut detail 10/S 1.02. This c detail shows IX 4 the GB to be GB-3. Correct if need be. A letter from Architect will be acceptable. On page AO.1, under Local Ordinances: Change to Atlantic Beach. 2 copies nee. - •. 1\3 EN c -6U eA LQ_ , . 3 `—d Sc Of i t .� �1r� �–C `— 6 /c7 izoi k Mike Jo" -s 1rnvy Building Ins._ tor/Plans Examiner - City of Atlantic Beac 800 Seminole Road Atlantic Beach, FL 32233 904.247.5844 Email:mjones@coab.us Building (PFICE COP ‘% PERMITTED BUILDING DATA DO NOT WRITE BELOW - OFFICE USE ONLY Applicable Codes: 6th Edition (2017) Florida Building Code DEVELOPMENT SIZE: Habitable Space (ft') 8'o ' Non-Habitable Space (ft') eY-O(� LAND INFORMATION: Zoning District RS- Flood S-Flood Zone /70 Minimum FFE (raru � FSC=l� .ay3 - (1.10' itimio it if) r 1 a BUILDING INFORMATION: Construction Type 5 13 Occupancy Group Si /_s Number of Stories 2 Max Occupancy Load Fire Sprinklers Required CONDITIONS/ COMMENTS: Rev. 2.7.2018 SyLvr City of Atlantic Beach APPLICATION NUMBER i \ Building Department (To be assigned by the Building Department.) _ ;. 800 Seminole Road _ ,\ zrr Atlantic Beach, Florida 32233-5445 ACC ( O() •C] Phone(904)247-5826 • Fax(904)247-5845 -5-1 I i G P..,0;09:4 E-mail: building-dept@coab.us Date routed: ( () City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: 19-t-61 eau., ,k-a . Department review required Yes No Applicant: tCtaki J1 1i`( .Q Planning &Zonin Tree Admin r Project: 0. E-3 C t . l S Lt 0 C k• CPubIT orks� " � W Public Utilities Q.\\.S LW nQ.C., 1 t t`'O6d a_ Public Safety Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection Florida Dept. of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: ❑Approved. ?Denied. ❑Not applicable (Circle one.) Comments: e BUILDING /ree S PLANNING &ZONING Reviewed by: - Date: 52/6 i g TREE ADMIN. Second Review: A roved as revised. ❑ pp ❑Denied. ❑Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. ['Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 RECEIVED y ` tr CITY OF ATLANTIC BEACH A 800 Seminole Road t) . . I 2 0 2419 Atlantic Beach,Florida 32233 si Building Department ' REVISION REQUEST yq i kritc4eic19'hPLFIN REVIEW COMMENTS Date Ci C ci f i d Revision to Issued Permit Corrections to Comments Permit#4r r, I - I Project Address 1 7 19 A k) Z Contractor/Contact Name £'v --A N 4 14 1 6-1.k,1 159-{1.4 Phone 90 t( j 7 - 17 Email L.c, Atl e iN i civ elo41T p.34-71— Description J4-TDescription of Proposed Revision/Corrections: Permit Fee Due $ tit \ t S +C1v S Additional Increase in Building Value $ Additional S.F. By signing below,I k,Cta A/,Q 27 6AC-44..,0 6 N (1j affirm the Revision is inclusive of the proposed changes. (printed name) j atu 1 /1 Si e of Contractor/Agent ntractor must sign if increase in valuation) Date'' t (Office Use Only) Approved Denied Not Applicable to Department Revision/Plan Review Comments Department Review Required: "`Panning &Zoning.> Reviewed By Tree Administrator N ublic Works) / pu5IiciJtil ties — Public Safety Date Fire Services j\---A.0 , /, .-- r " ' \ � CCITY OF ATLANTIC BEACH 800 SEMINOLE ROAD U AT ATLANTIC BEACH, FL 32233 ,� (904) 247-5800 J Jiil�f ZONING REVIEW COMMENTS Date: 5/16/2018 Permit#:ACC18-0029 Site Address: 1719 BEACH AVE 1 Review Status: DENIED RE#: 169662 0100 Applicant: MCANENY BUILDERS LLC Property Owner: MULARKEY MICHAEL R Email: MCANENYBUILDERS@ATT.NET Email: mularkeym@gmail.com Phone: 9043741736 Phone: 9042193004 THIS REVIEW IS ONE OF MULTIPLE DEPARTMENT REVIEWS. Revisions may not be submitted until ALL departments have completed their respective reviews. Revisions submitted MUST respond to EACH department review.Submittals that respond to only one or a few correction items will not be accepted. Correction Comments: Tree Removal: Section 23-21 requires a Tree Removal Permit for any trees removed within 2 years of this project. Please submit a Tree Removal Permit Application if any trees are to be removed or were removed in the last 2 years. If no trees are to be removed or were removed,then please fill out an Affidavit of No Tree Removal. Both forms are available on the city website under Planning and Zoning and at City Hall. Brian Broedell , Resubmittal Notes: All revisions and changes shall clearly stand out from the rest of the drawing on the sheet as a revision by way of completely encircling the change with"clouding".The revision shall also be identified as to the sequence of revision by indicating a triangle with the revision sequence number within it and located adjacent to the cloud.The revision date and revision sequence number shall also be indicated in a conspicuous location in the title block for each sheet on which a revision for that sequence occurs. For projects still in the initial review stage and permit pending,all sheets with revisions shall be inserted into each set of drawings. The original sheets must be clearly marked "VOID" but are to be left within the set of drawings. Complete new sets of drawings will not be accepted.ADDITIONAL ITEMS MAY BE REQUIRED DEPENDING UPON NEW INFORMATION AND CLARITY OF FINAL PLANS SUBMITTED FOR REVIEW. 'SrvJf City of Atlantic Beach APPLICATION NUMBER /6s +j, Building Department (To be assigned by the Building Department.) r _: 800 Seminole Road I'litir-1 sl Atlantic Beach, Florida 32233-5445 MAY 0 .A-Ce II -00 . .c] Phone(904)247-5826 • Fax(904)247-5845�, ( � ;tis%' E-mail: building-dept@coab.us Date routed: I ` Tr City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: 1-61 $2aliA &IL Department review required Yes No Applicant: I"Ac- k_-Aq li`( Plann`"g Zonin Tree Ad- m n StratO Project: \U.,3 C�cif .f_ V.11 5{fit ) £ f*-� ublan-ms-ms `J �^ , '` Public Utilities Q..I`lS f✓ atC: 1 i t'`JO(6t (1 UL Public Safety Fire Services Review fee $ 1 Dept Signature c(,•\ Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection Florida Dept. of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: ❑Approved. ❑Denied. Not applicable (Circle one.) Comments: BUILDING X Plates 410 I cvye-b Lases-�cti ' PLANNING &ZONING Reviewed by: At Date: 51(7( S TREE ADMIN. Second Review: Approved as revised. Denied. fNot applicable PU: ..:04"ORKS Comments: P4BLI UTILITIES S- 7 _ / k, PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: Approved as revised. Denied. I INot applicable Comments: Reviewed by: Date: Revised 05/19/2017 I rS.App.,y�, City of Atlantic Beach APPLICATION NUMBER �S Building Department (To be assigned by the Building Department.) 800 Seminole Roadis /1 ,,11 1 2 Atlantic Beach, Florida 32233-5445 MAY 04 2013 �_C C V .4,9 Phone(904)247-5826 • Fax(904)247-5845 - —I ( l/ F 0.iiwi- E-mail: building-dept@coab.us Date routed: ` City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: ` V6I 821L( (r Auk_ , Department review required Yes No Applicant: I"`C- k \LAki ,l,- s's Planning &Zonm Tree / m r Project: l\.6-3 3Cicq.1_ l S*Th.A./14o Qfk•, _Publi ork v �^ ( Public Utilities `I\\ S Con nek,- t tA)O ad ikt4 Public Safety Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection Florida Dept. of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: ❑Approved. VDenied. fNot applicable (Circle one.) Comments: BUILDING Plav►S +0 1GV , kb L0.ssv-4ke/ PLANNING &ZONING % ,,,, Reviewed by �� DatNii a TREE ADMIN. Second Review: Approved as revised. ❑Denied. ❑Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by.:1, ,,i;&,1�ry Date: 6 /49 FIRE SERVICES Third Review: Approved as revised. nDenied. ❑Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 7 Fs'kECEIVED (s s, CITY OF ATLANTIC BEACH A ECEwEiiip 800 Seminole Road 7.5,£ �r Ju.;) 2 0 2018 Atlantic Beach,Florida 32233 "�oltilf JUN 21 2018 BY uildin Department REVISION REQUEST qd k4fiFAN REVIEW COMMENTS Date C1/ci 1 i & Revision to Issued Permit Corrections to Comments Permit#4cc ili -0 07-1 Project Address 1 7 19 c-,AC .( A 0 L i' ,'3 t. ( z 7"K3 Contractor/Contact Name SCA N 414 1 7.);,ti 1...S2)-6{uc Phone 90tf _S"74- /! Si: Email !.0 PAgv,`c{\t ii Co ATT, s-i Description� of Proposed Revision/Corrections: Permit Fee Due $ - �,i4 4.1 `7246.) t S t a tv S Additional Increase in Building Value $ Additional S.F. By signing below,I k c.vn/q 2„7 6/1C-A--:,1 6 ns V/ affirm the Revision is inclusive of the proposed changes. (printed name) r /1//1 Si atu e of Contractor/Agent ntractor must sign if increase in valuation) Date (Office Use Only) Approved Denied Not Applicable to Department Revision/Plan Review Comments - i / / ,/ . i , - , , / ,„' Department Review Required: 4/416- CLEYP:004,j....› c e- Planning & Zoning-,.:> eviewe By Tree Administratorp -l _ I 1' Public Work flans X00 1 owl t -1 c Lcm)7-cicto, a-2i-rPu�Ticl7liiities Js`'' Public Safety Da e Fire Services ) , ,,,_ 1....:,,,,,,,, J �. CITY OF ATLANTIC BEACH sDepartment of Public Works r) 1200 Sandpiper Lane Atlantic Beach, FL 32233 \*:,0;319 ' (904) 247-5834 PUBLIC WORKS PLAN REVIEW COMMENTS Date: 5/11/18 Applicant: McAneny Builders, LLC Permit#: ACC18-0029 Email: Icmcaneny@att.net Review Status: DENIED Property Owner: Mike & Betsy Mularkey Site Address: 1719 Beach Avenue Email: mularkeym@gmail.com THIS PLAN REVIEW IS ONE OF MULTIPLE DEPARTMENT REVIEWS Correction Items must be submitted to the Building Department at 800 Seminole Road. Submittals that respond to only one or a few correction items will not be accepted. Revisions may not be submitted until ALL departments have completed their respective reviews. Revisions must be submitted to the Building Department and must respond to EACH department review. PUBLIC WORKS CORRECTION ITEMS: ,-,2f--# • Section 24-66(b) of the Land Development Regulations requires on-site storage for increased run-off if adding 400 SF or more impervious surface. Provide Delta volume calculations and on-site retention required per Section 24-66(b). • Provide manufacturer's cut sheets for 50%credit on pervious pavers. • Provide a detailed plan of water retention area and how water runoff gets to water retention areas and then to street. • Provide documentation on pervious pavers being used. • Provide soil subgrade method for installing pervious pavers (must meet I.C.P.I.-68). PUBLIC WORKS CONDITIONS OF APPROVAL: (The following comments will be printed on your permit as Conditions of Approval) • All concrete driveway aprons must be 5" thick, 4000 psi, with fibermesh from edge of pavement to the property line. Reinforcing rods or mesh are not allowed in the right-of-way. • Full erosion control measures must be installed and approved prior to beginning any earth disturbing activities. Contact the Inspection Line (247-5814) to request an Erosion and Sediment Control Inspection prior to start of construction. • All runoff must remain on-site during construction. • If on-site storage is required, a post construction topographic survey documenting proper construction will be required. All water runoff must go to retention area and retention overflow must run to street. Page 1 of 2 O:\Public Works\ADMIN\PLAN REVIEW COMMENTS\ACC18-0029(McAneny Builders).docx F • Roll off container company must be on City approved list (Advanced Disposal, Realco Recycling, Shapell's, Inc., Republic Services, Donovan Dumpsters). Container cannot be placed on City right-of-way. • Full right-of-way restoration, including sod, is required. • All runoff must remain on-site. Cannot raise lot elevation. • Maximum driveway width within the City right-of-way is 20'. • Pervious pavers must be used to receive 50% credit. Scott Williams, Public Works Director swilliams@coab.us/904-247-5834 Resubmittal Notes: All revisions and changes shall clearly stand out from the rest of the drawing on the sheet as a revision by way of completely encircling the change with "clouding". The revision shall also be identified as to the sequence of revision by indicating a triangle with the revision sequence number within it and located adjacent to the cloud. The revision date and revision sequence number shall also be indicated in a conspicuous location in the title block for each sheet on which a revision for that sequence occurs. For projects still in the initial review stage and permit pending, all sheets with revisions shall be inserted into each set of drawings. The original sheets must be clearly marked "VOID" but are to be left within the set of drawings. Complete new sets of drawings will not be accepted. ADDITIONAL ITEMS MAY BE REQUIRED DEPENDING UPON NEW INFORMATION AND CLARITY OF FINAL PLANS SUBMITTED FOR REVIEW. Page 2 of 2 O:\Public Works\ADMIN\PLAN REVIEW COMMENTS\ACC18-0029(McAneny Builders).docx Ai `1 fit, t Comp. By: S/W r Date: 6/1/2018 Public Works Department City of Atlantic Beach Permit No: ACC18-0029 Address: 1719 Beach Avenue Required Storage Volume Criteria: Section 24-66 of the City of Atlantic Beach's Zoning, Subdivsion, and Land Development Regulations requires that the difference between the pre-and postdevelopment volume of stormwawter runoff be stored on site. Volume of Runoff is defined as follows: V=CAR/12 Where: V=Volume of Runoff C =Coefficient of Runoff A=Area of lot in square feet R=25-yr/24-hr rainfall depth (9.3-inches for Atlantic Beach) Predevelopment Runoff Volume: Lot Area(A) = 13,624 ft2 Runoff Coefficient Area Lot Area Description (ft2) (ft2) "C" Wtd "C" Impervious 4,853 13,624 1.00 0.36 Pervious 8,771 13,624 0.20 0.13 Runoff Coefficient(C)= 0.48 Runoff Volume V= 0.48 x 13,624 x 9.3 / 12 V= 5,121 ft3 Postdevelopment Runoff Volume: Lot Area (A) = 13,624 ft2 Runoff Coefficient Area Lot Area Description (ft2) (ft) "C" Wtd "C" Impervious 5,948 13,624 1.00 0.44 %ISA = 43.7% Pervious 7,676 13,624 0.20 0.11 Runoff Coefficient(C)= 0.55 Runoff Volume V= 0.55 x 13,624 x 9.3 / 12 V= 5,799 ft3 Required Storage Volume DV= Postdevelopment Runoff Volume-Predevelopment Runoff Volume DV= 5,799 - 5,121 DV= 679 ft3 Retention MASTER WATER RETENTION 6/1/2018 ,4 OP' Comp. By: S/W Date: 6/1/2018 Public Works Department City of Atlantic Beach Permit No: ACC18-0029 Address: 1719 Beach Avenue Provided Storage: Elevation Area Storage (ft) (ft2) (ft3) 13.0 169 0 BOTTOM size 13 X 13 15.0 225 394 TOB size 15 X 15 Elevation Area Storage (ft) (ft) (ft3) 0.0 0 0 BOTTOM 0.0 0 0 TOB Elevation Area Storage (ft) (ft) (ft3) 0.0 0 0 BOTTOM 0.0 0 0 TOB Inground storage=A*d*pf A=Area= 225.0 d=depth to ESHWT= 10.0 pf=pore factor= 0.3 Inground Storage= 675.0 ft3 Required Treatment Volume= 679 ft3 Supplied Treatment Volume= 1,069 ft3 Retention MASTER WATER RETENTION 6/1/2018 PERMEABLE PAVERS ■ ■ 4X8 PERMEABLE •4. f, e • Thickness 341'(SOn'AO Tremron's Gre•an Collection oiler aeslhelr:isvaury,and engineered quality,while positively cordnbuung to the surrounding emAronm ant.These -4 1. SF Per Cube: ?b i specially designed pavers will reduce r eliminate storm water run-off and decrease flooding,while returning rainwater Into the natural water table. -• cub.Weight 33001ns 4 % In.c rtitlon,Permeable Pavers also provide a shady paved surface tor'.'ehicular and fool IratT.c In parking areas,lowvolume roadways,driveways. - - Y`A'- -+� -----'- Psrmeablliy 96't patios.and walkways. Environmental Benefits of Permeable Pavers • .____..._._..____.—_____ ____—__..___. _.._____.____v.. __ • Surface Water Management . Storm rimier drains back Iniu native soil re:harping groundwater supplles and ,„ AQUA PAVER reducing storm water run-Ott. .• .. 4 4 4 a 1 v Dimensions: 9,7(TSYE- • Reduce Landscape Irrigation Demand ' A / � Thickness �E9-Gomm; Recharges groundwater supplies • a A A ,. S' I SF per Cube- 9L • Minimize Local Heat Island Effects , >' r Pi Permeable pavers are available In colors that have high SRI values which In y, .4 cow..none: ?ss'P.: -_ ,� lura help reduce Heat Island Effect :•ouA PAVERS ___ ......gid r j Permeability; 9.0% - - -�— The beneuts of Permeable Pavers are well documented.and Their uv fry dersluners Is encouraned.The United Stales Green Building Council IUSGBC)recognizes P•=Imeable Pave.rs as a Best Managerneer Practke 1Bklpt to control quality and quantity o1 Slonnwaler Parrott.The USGBC Leadership 1n Energy and Environmental Dr-sruriILEED°1 Green Building Paling System provides a variety of cn.fns for Pro)Eds that ins'-rpraate Permeable Paver Systems. SF RIMA - - -- Dimensions: MS' , Compact.SWI en Peres., Pelmeabin Condon.Pavel T' inlcknees 3.1(5'Iagnnll IVH No.6,B9 or B Stone in blots Turd Bock PermroDle Pews 2'(50 MMI Thick AS1M N0.F BRJEInp Slone, ., SF per Cube: 99 S.Mugs or Gave SEwd Min S.1150 MMI TsUir C M ompaa. cow Weight: ;Poo Itis TomSpa In Openings No.BT flaw Stine PII OS'09 MMI Solan SUIRCI. -� Sod via VcpdNNe Cover Perm•ebllhy: 75^'•.10% I 1•-TS'RS-0O MMrB.Nrg Smrl �A Ma III 1 MM 4mWWP CorraoN Ee9c 6.4n Iff Compact.ABpngetn Bev. 1S''1.j-7-.F�'�ti,1 .�� }S Monro o AeMwe Pavers to I. r:' _ 11-1 Ili 1 — —1-1—1 MM T.INwM TURF BLOCK 01 ! G_O'CtlSe as Reen rmtl -1 I I I:`I-1 I—III-1 I 1-1 11- ii %e PC RI SkbA V—UnLOmpStyC Neale SOS 5ulsprM. 0 Mom :5,3,6'y'+'.3.V' X11 _ 4 4 T/I-/1 _.,/ 4 TEl in .3“M"180nrrn w' - - - �� 'I-I OWonM WpbMW per Design Engineer 4t .r Compacted Suborn.. I 4 4 SF• lib.: 94 _ •Dk 10N.MATERIAL A CONSTRUCTION GUIOELINE510 FOL IOW'CPI SFECINCAnONs PAVER SURFACES SIO,.MAN Is:SOq SURORADE SLOPE Mar 0 5 , 4 Cu eight %700105 BASE THICKNESS VARIES WITN TRAFFIC.CLIMATE ANO SUBGRA0C •reCKER BASE ANC/OR COON PIPES Nov RE PEOUIREC IF CARE RECEIVES RUNOFF FROM • FOP ADJACENT LS SURFACES OR ROCAS / • eebllky:rrw•,I4O%S'kNMSE TRCANESS PESIOFNWAL URIVFWAYS .51.1N.PLACE CONCRETE CUR.CAN YE WITHOUT.VERS ON lOP N SK.1 CASES.CURES MINIMUM RASE THICNMSS Coo MELANS PA<M0lOT5 SIIOULC BF LEVEL WITH CONC.'S PATER FFICNn g_____64_ ....;21--#) ell oeeneSp rem No asrone til Gowning Artir NO S.ager 9Merw STANDA•IP • .. SPECIAL ORDER COLORS Pennoobk.Commie P.m .meant.Ca..Anson CurbEage 12.001n1 wan CUIOUN For Cu..,R...or,CA.-Cont,Per 05.1100 Drdnepe ICurb Shonnl P••mov e'meY IC Sino.nl -' Re..Caine 5'3 AO SO Oil 11,01 II-11111 1I- - ii N>es1Pn :1-0-.11- 11111111111111. Mk .1—I`u_ ��,MtGf.dB rThkFN 5)Llm•Open V '� '. , . 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Irn.l IC CINESS VAWmemo OS ICCrrSUIT ILM EPECmFlcai ' ON41 •NO 2 STONE McSAIE TCRNESS VARIES lir DEW.ICONSUI1 ICM SPEOFICATION SI _.. ' •NO.2 STONE MAT BE SIPSINUTSA WITH NOJ OR NO.A STONF NATVRAI GREIOLD CHICAGO SAND DUNE SIERRA ' • : .,,,u,;• • 11•0:;.=.,11.,..A.4.1).,'„N P.oR Notes '701ForeAt(Ark FL 322S7 Com ti' I I DATE Oi 14.T018 SCALE ,-10,0 , --1 1 i Stle I • . PV ian Key .....P. i i t ;. t i 5 d :17 • '1 .11 113 i i 1 1 1 ....,........ 111 - I i it I — z - - IFT,z 1 efoikv,.-,ATzte -r.4•=2:e '-'iiiii ii:T..7 gr--- ,. 'A Iva u... 4....) : ---1) AlleiM—W ..,• i 4 40 ' .--.- t4 . I• 0- z . .. , Cr.:..... ...... < w =e. _ .- i • r,. W4I -: I ,$1 -:, -- _L. .::: I I" I ' r - ..,. -1 r . 'No* R.0E.CE.RR 17AV: : 1 10 ' '0 .c 0 ."-.-- r.- •.:t •.e.'...':.- •;• rri-t; I i ' ! Ai - ,. 4 0 . . _ --11&-g. :. ...-• Eu 0 ———- III ,i Ca- ,;11 --1 -. .;-: . • - : • . • .-• - • .•• • • :•.. .: . :•.-.., . I - I A , i o — z i :: 'f••••: I.' • :' '•• 77-1-: C-7- t. ' F ' • . ... ... . ... .• ... ...— .1+il, • ""--*'- ----,-. .. ,-. .. • ,,.,,z.:4. -:-IP' ti.OF LlE3g,si P IN_El RI 1..10.C.,.,Iv LJOE-31:11:30 1 ,,,,..VS.,..., .z., • —--— ojtftikkillii 0 —:---•--.—--- -0 -'" ____ 4,11-41i 411114r4.::°4111W iii•iii 111_______,A..-.'"1 iL•1111t0 .. • ----- 1 41, __.-- 1 h. I 1 1; — i al -, i II i 1, ,1.1 i I i I I I I SEAL IA665708 1 i I ! 1.. 1 : ! Ii RLVISION E. !I ,),.18 PHASE U REVISIONS I (k, -„A) NOTE:THE DESIGN AND GUIDANCE PROVIDED BY ROSS GARDEN DESIGN INCLUDE THE PLANNING AND CONCEPTUAL DESIGN OF EXTERIOR I —I : 1 SPACES AND HORTICULTURAL CONSULTATION ONLY.ANY STRUCTURAL SHEET L. ARCHITECTURAL OR ENGINEERED COMPONENTS SHALL BE VERIFIED ti' VI •ftg, '-1) WITH A LICENSED ENGINEER PRIOR TO CONSTRUCTION. OF 7 3' 1 _1 , r •fe 0 7. I .f. ...., _, f • _ ','_::::7:',_.-__-:.E",.., 111. .......-....-.... , ., :' 1 ......._ __ • ..... • a mg no , . . ... ., .........._ ,_ . ._ ,_.... .......m.millowoodMIV • !T� . q 1 1. r J will' j a 7: clailliF; •iii a .„. , . .. -c.* . ,..,---,. .4.02- ,-;.;-:::.i:,•-7.,--' 7ep-.....-:,.... -,-.. - .,-:'------- .`..."4, • ',1,....3,.,,,.. , ,. '.. ' ' ''• '.C:IV:‘'' der''''''....' •'•:.'- ..• `''-'•''''',f --,--,4,-„,, . .:•,_ ,,...r.,-,±,.. ,4,,Z.4::,:.2%,..., :`-•---4-:,r;':7,:r-',:;' . - ' -.,''.-'t....:,-..'.= • . --- . ,., I . . ., - 1 , - . -• -- __---*" ...I.II 4e. ,... i i ' 1114111b.. I ' ,,,, 111 1111 #4tal ,_.... 1111111r copper box i amixems. _ gutter it .7 l'. • • - . , 4 1 fi1 ... 1, f ' I 'I.4 III a...I lot, , if I ... . . - _. ...,. , ...... 1 a a -:,....,., ..,...4.1-..;,- . ,11 Perrin, 7 A66-/F- cx3aq NOTICE OF COMMENCEMENT State of FL OFFICE COP `Folio No. County of DU Val To Whom It May Concern: The undersigned hereby informs you that improvements will be made to certain real property, and in accordance with Section 713 of the Florida Statutes,the following information is stated in this NOTICE OF COMMENCEMENT. Legal Description of property being improved. <5-10 (� i.- Z�-.2' E '2c, p ai-t A t1TI—ic.__ i f N n J 1;.a T ZO t $ -11 7_ e C S T N -7714,2A-- Address 7714,2€Address of property being improved: J 7 19 c 4 //a('/ s A.1-241 T+L�jdtasq FL 32,1.3 General description of improvements: v2 5'0 c C 14- 9 G 4 ST6,x,i 7 N6 w z (Jo t Ar Owner: /11 i c-div&t M vt.L,A c2;1‘..._€ Address: I"7 l 996U AU E -ATL. Owner's interest in site of the improvement: p r -N. Fee Simple Titleholder(if other than owner): Name: Contractor: IVN C A 1`1 6 ,tet : I� I L t� (� L LL Address: L 74R IZ S % . h c.JCSo!\) .c FZ 3ZZ.e3`4 -,r Telephone No.: q O L4 —1 7 36 Fax No: 901-( --S7 9 3 7 q Surety(if any) Ai/A Address: Amount of Bond$ Telephone No: Fax No: Name and address of any person making a loan for the construction of the improvements Name: Address: Phone No: Fax No: Name of person within the State of Florida, other than himself, designated by owner upon whom notices or other documents may be served: Name: A///4 Address: Telephone No: Fax No: In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.06(2)(b),Florida Statues. (Fill in at Owner's option) Name: Address: Telephone No: Fax No: Expiration date of Notice of Commencement(the expiration date is one (1)year from the date of recording unless a different date is specified): THIS SPACE FOR RECORDER'S USE ONLY OWNER / 1(2 Signed: Date: S 1 DOC!?2018110101, 8 83 p ge >X05 Before me this 9Vdt day of (AVi. �! I. in the County of Duval,State OR .K 1 80 Page Number Pages: 1 Of Florida,has personally appeared i Recorded 05/09/2018 10:59 AM, Notary Public at Large,State of Florida, ounty o #uval. RONNIE FUSSELL CLERK CIRCUIT COURT DUVAL My commission expires: i I 0 COUNTY Personally Known: � or RECORDING $10.00 Produced Identification: rP s7k: MN.DREU REYES . MY COMMISSION#FF905780 !-r EXPIRES August 03,2019 1407)3984433 FbridallotrrdwvIae.ow De Pa.�`a. �.� STATE OF FLORIDA , y • DEPARTMENT OF ENVIRONMENTAL PROTECTION OFFICE C 0 P1C k Division of Water Resource Management ,..aa 2600 Blair Stone Road-Mail Station 3522 Tallahassee,Florida 32399-2400 (850)245-8336 r 4` ,a ,fhantal 0,u GENERAL PERMIT NOTICE TO PROCEED Permittee Name: Permit Number: GU-518 GP Permit Expires: December 22, 2019 Michael R. Mularkey c/o Kevin Parcel, President Coastal Consulting and Restoration, PA 4230 Myrtle Street St. Augustine, Florida 32084 You are hereby granted final authorization to proceed with construction or activities authorized by this notice. Authorized work must conform to the project description, approved plans,all the conditions of Section 62B- 34.050, Florida Administrative Code,and any preconstruction requirements. Project Description: Construction of 26-foot by 30.1-foot landward detached garage, landscaping and other minor activities, landward of the General Permit Line,with maximum seaward construction approximately 32 feet seaward of the coastal construction control line. Project Location: Between approximately 438 feet and 508 feet South of the Department of Environmental Protection's reference monument R-45, in Duval County. Project Address: 1719 Beach Avenue Atlantic Beach, Florida. Special Instructions: A preconstruction conference is required (Contact Trey Hatch at(904) 655-1765 to schedule a conference.) The permittee shall comply with all general permit conditions. General Conditions. (1) The terms, conditions, requirements, limitations, and restrictions set forth in this section are general conditions and are binding upon the permittee for all General Permits in this rule chapter. These conditions are enforceable under Chapter 161, F.S. (2)Prior to commencing construction activities under this rule chapter,which are authorized by this Bureau, a formal notification from the Bureau must be received authorizing the proposed activity.The notice form, DEP Form 73-102 (Updated 7/05),entitled"General Permit Notice to Proceed" is hereby incorporated by reference. (3) A copy of the Notice to Proceed and the approved plans shall be conspicuously displayed at the project site for the duration of the activity. (4) A pre-construction conference shall be held at the site between the contractor, the owner or authorized agent,and a staff representative of the Bureau prior to the initiation of any work permitted under this rule chapter. The purpose of this conference is to establish the manner in which the proposed work will be performed to ensure adequate protection of the beach and dune system and native vegetation. The optimum siting of the construction fence and any walkover shall be determined during the pre-construction conference by the staff representative in order to provide maximum protection to the existing vegetation located on the site. The locations of the proposed structures shall be staked out for the pre-construction conference. (6)The permittee shall carry out the construction or activity for which the permit was granted in accordance with the plans and specifications that were approved by the Department as part of the permit. No other construction or activities shall be conducted.No modifications to project size, location, or structural design are authorized. , ' OFFICE COPY (7) Permits shall be suspended or revoked for good cause, in accordance with Section 161.053(19), F.S. In addition, a permit shall be suspended, revoked or modified by the Department if shoreline changes occurring subsequent to issuance of the permit render the previously authorized activities inconsistent with Chapter 161, F.S., or Chapter 62B-34, F.A.C. (8) The assessment of civil fines or issuance of an order to alter or remove any work, or both, may result from work performed that was not authorized in the permit,pursuant to Section 161.054,F.S.,and Chapter 62B- 54, F.A.C. (9) The permittee shall conduct the construction or activity authorized under the permit using extreme care to prevent any adverse impacts to the beach and dune system, marine turtles and their nests and nesting habitat, and adjacent properties and structures. (10)The permittee shall allow any duly authorized member of the staff to enter upon the premises associated with the project authorized by the permit for the purpose of ascertaining compliance with the terms of the permit and with the rules of the Department. (11) The state of Florida, the Department, or its officers and employees shall in no way be liable for any damage, no matter how occasioned and no matter what the amount, to persons or property which might result from the construction or activity authorized under the permit and from any and all claims and judgments resulting from such damage. (12)The permittee shall not disturb existing beach and dune topography and vegetation except as expressly authorized in Part II of this rule chapter. Before the project is considered complete, any disturbed topography or vegetation shall be restored as prescribed in the permit with suitable fill material or revegetated with appropriate beach and dune vegetation. (13)No construction, operation,transportation, or storage of equipment or materials is authorized seaward of the dune crest or rigid coastal structure. (14) All fill material placed seaward of the Coastal Construction Control Line shall be sand that is similar to that already existing on the site in both coloration and grain size. All such fill material shall be free of construction debris, rocks, clay, or other foreign matter, and shall be obtained from a source landward of the Coastal Construction Control Line. (15)To ensure compliance with this rule,all topographic restoration and revegetation work is subject to the approval and acceptance by the Department staff. (16) No temporary lighting of the construction area is authorized during the marine turtle-nesting season (May 1 through October 31 of each year for all counties except for Brevard, Indian River, St. Lucie, Martin, Palm Beach and Broward.Nesting season for these counties is the period from March 1 through October 31 of each year.). (17)This permit is issued to a specified property owner and is not valid for any other person. (18) This General Permit does not eliminate the necessity to obtain any required federal, state, local, and special district authorizations prior to the start of activity authorized by Part H of this rule chapter. (19)Elevated walkovers that provide access to the beach shall meet the following design criteria: (a)The decking of the walkover structure shall be elevated a sufficient distance above the existing vegetation to allow for sand build-up and clearance above the vegetation and not exceed 4 feet in width. (b) The piles for the walkover structure shall not be greater that 4-inch by 4-inch posts and shall not be encased in concrete. (c)The walkover shall extend at least up to the existing line of vegetation but not farther than 10 feet seaward of the vegetation. (d)Where armoring exists and no vegetation line exists seaward of the armoring,the walkover shall extend a maximum of 5 feet seaward of the armoring. (e) The optimum siting of the walkover structure shall be determined by the staff representative during the pre-construction conference to provide maximum protection to the existing dune topography and vegetation located on the site. (20)The duration for all permits is two years. OFFICE COPY (21) Final certification, by an engineer or architect licensed in the state of Florida, shall be provided to the Department within thirty(30)days following completion of the work on major structures.This certification shall state that all locations and elevations specified by the permit have been verified; all major structures are specifically constructed in accordance with Chapter 62B-34,F.A.C.;other construction and activities authorized by the permit have been performed in compliance with the plans and project description approved as a part of the permit, and all conditions of the permit; or shall describe any deviations from the approved plans, project description or permit conditions, and any work not performed. Such certification shall not relieve the permittee of the provision contained in subsection 62B-34.050(6), F.A.C. The final certification shall be submitted using DEP Form 73-115B(Updated 7/05), entitled"Final Certification",which is hereby incorporated by reference. Questions regarding this notice should be directed to the undersigned at the above address. 12/22/2017 Keith Davie, Permit Manager Date 12/22/2017 Deputy Clerk Date KLD/anl cc: Trey Hatch,Field Inspector- tre`.hatha dep.state.fl.us Kevin Partel,Agent- artci Thomas Goldsbury,Duval County, Building Official- l`omG a coj.net Dan Arlington, City of Atlantic Beach Building Official- :larlin<mon 'cnah.us Post Conspicuously on the Site urriut ' ur T 6. o.°.,,,• APPLICATION FOR A PERMIT FOR CONSTRUCTION SEAWARD OF THE COASTAL CONSTRUCTION CONTROL LINE OR FIFTY-FOOT SETBACK o"�•""'° (Application processed pursuant to Rule 62B-33.008,F.A.C.) 1. Owner of Record Agent(if applicable) Typed or Printed Name: Typed or Printed Name and Company: Michael R. Mularkey Starr Sanford Design Mailing Address: Mailing Address: 1719 Beach Ave. 370 4th Ave. S. City/State/Zip Code: City/State/Zip Code: Atlantic Beach, FL 32233 Jacksonville Beach, FL 32250 Telephone(include area code): Fax(include area code): Telephone(include area code): Fax(include area code): 904-707-9761 E-mail Address: E-mail Address: mularkeym@gmail.com christi@starrsanford.com 2. I hereby certify that all information submitted with this application is true and complete to the best of my knowledge. Christi Elflein, Planning Director Signature of Owner or Agent Date Typed or Printed Name of Owner or Agent(include title of officer and name of corporation or other business entity,if applicable) S If the applicant is not the owner of record,the owner must sign below to authorize the applicant to act as the owner's agent for the purpose of applying for a permit. I hereby authorize the above named agent to make application for a permit for construction or other activities seaward of the coastal construction control line or 50-foot setback on the property(described in item 4,below). rag (jo Michael R. Mularkey Signature of Owner Date Typed or Printed Name of Owner(include title of officer and name of corporation or other business entity,if applicable) 4. A brief description of the proposed activity,or construction. ECheck here if additional Information is attached. Construction of a pool,located seaward of the CCCL and landward of the General Permit Line.The pool is proposed to be located in a courtyard,west of the existing single family house and east of the garage. Project Name(for multi-family,commercial,or public projects): Nearest DEP Reference Monuments(if known): 420' to 490' South R-45 Street Address: County: City/Zip Code: 1719 Beach Avenue Duval Atlantic Beach, FL 32233 The name and mailing address of the owners of the immediately adjacent properties,exclusive of street ends and easements.If the 5. adjacent property is under cooperative or condominium ownership, provide the name and mailing address of the cooperative or condominium association. Name of Adjacent Property Owner: Name of Adjacent Property Owner: Helen Murchison Lane Nancy P. Hadlow Mailing Address: Mailing Address: 1721 Beach Avenue 1717 Beach Avenue City/State/Zip Code: City/State/Zip Code: Atlantic Beach, FL 32233 Atlantic Beach, FL 32233 ElCheck here if there are additional adjacent properties and attach the appropriate information. DEP Form 73-100(Updated 12/06) Page 1 of 2 Agency Use Only:FILE NUMBER 8 a 0 d d N ALL APPLICANTS ARE REQUIRED TO SUBMIT THE FOLLOWING ITEMS: t al 7 C cc 6. A fee as set forth in Rule 62B-33.0085,F.A.C. (see the form entitled"Permit Fee Worksheet for DEP 73-100"). ❑ 7. Sufficient evidence of ownership and legal description of the property[paragraph 62B-33.008(3)(c),F.A.C.1. ❑ Written evidence,provided by the appropriate local governmental agency having jurisdiction over the activity,that the 8. proposed activity,as submitted to the Bureau,does not contravene local setback requirements or zoning codes[paragraph ❑ 62B-33.008(3)(d), F.A.C.]. Two original copies of a signed and sealed survey of the subject property.The information depicted on the drawings shall be 9. from field survey work performed not more than six months prior to the date of application.The survey shall comply with the ❑ ❑ requirements given in Rule 62B-33.0081,F.A.C.[paragraph 62B-33.008(3)(f),F.A.C.]. 10. For structures with proposed permanent exterior lighting,two copies of a dimensioned lighting plan drawn to an appropriate ❑ ❑ scale[paragraph 62B-33.008(3)(i),F.A.C.]. Two copies of a dimensioned site plan signed and sealed by an architect,engineer,landscape architect,or professional 11. survey and mapper(as appropriate)licensed in the state of Florida[paragraph 62B-33.008(3)(l),F.A.C.]. © ❑ 12. Two copies of a grading plan signed and sealed by an architect,engineer,landscape architect,or professional survey and ❑ ❑ mapper(as appropriate)licensed in the state of Florida[paragraph 62B-33.008(3)(m),F.A.C.1. 13. Two copies of cross-sections signed and sealed by an architect,engineer, landscape architect,or professional survey and ❑ 0 mapper(as appropriate)licensed in the state of Florida[paragraph 62B-33.008(3)(n), F.A.C.1. Details,including engineering design computations,for any proposed waste discharge onto,over,under,or across the beach 14. and dune system,including but not limited to storm water runoff,swimming pool drainage,well discharge,domestic water El ❑ systems,and outfalls[paragraph 62B-33.008(3)(p),F.A.C.]. 15. An anticipated construction schedule[paragraph 62B-33.008(3)(q),F.A.C.]. ❑ ❑ 16. Two copies of detailed planting plans,including the location of proposed plants,existing native vegetation,and plants to be ❑ ❑ removed.Plans shall include a plant list with both scientific and common names[paragraph 62B-33.008(3)(r),F.A.C.j. APPLICANTS APPLYING TO CONSTRUCT MAJOR STRUCTURES OR RIGID COASTAL STRUCTURES ARE REQUIRED TO SUBMIT THE FOLLOWING ADDITIONAL ITEMS(SEE RULE 62B-33.002,F.A.C.): 17. For major structures,two copies of a dimensioned site plan drawn to an appropriate scale,on 8.5 by 11 inch paper ❑ ❑ [paragraph 62B-33.008(3)(g),F.A.C.]. 18. For major structures,two copies of dimensioned cross-sections drawn to an appropriate scale,on 8.5 by 11 inch paper ❑ ❑ [paragraph 62B-33.008(3)(h),F.A.C.]. 19. For major structures,two copies of detailed final foundation plans and specifications[paragraph 62B-33.008(3)(k), F.A.C.]. ❑ ❑ For rigid coastal structures,two copies of a site plan and detailed final construction plans and specifications for all proposed 20. structures or excavation signed and sealed by an engineer licensed in the state of Florida[paragraph 62B-33.008(3)(o), ❑ ❑ F.A.C.]. APPLICATION FOR WAIVER (Pursuant to subsection 62B-33.008(6),F.A.C.,the applicant may request a waiver of certain portions of the information specified in this application form) Application DEP Use Only Reason for waiver Item# Approved Denied If room for additional application for waivers is needed,please attach an extra sheet to this application and include the applicant name and date on the additional sheet E-Mail to: CCCL@dep.state.fi.us Overnight or Hand deliver to: Or Mail to: Coastal Construction Control Line Program Coastal Construction Control Line Program Or Division of Water Resource Management Division of Water Resource Management Florida Department of Environmental Protection Florida Department of Environmental Protection 2600 Blair Stone Road,Room 612-F 2600 Blair Stone Road,Mail Station 3522 Tallahassee,Florida 32399-2400 Tallahassee,Florida 32399-2400 DEP Form 73-100(Updated 12/06) Page 2 of 2 Agency Use Only:FILE NUMBER OFFICE COPY PRODUCT APPROVAL INFORMATION SHEET FOR THE CITY OF ATLANTIC BEACH, FLORIDA Project Name: r1Lx--L4:\ Permit # icc -002 9 Project Address: / 7 [9l4UZ,- "Z cc. 3 Z.Z3 3 As required by Florida Statute 553.842 and Florida Administrative Code Rule 9B-72, please provide the information and product approval number(s) for the building components listed below as applicable to the building construction project for the permit number listed above. You should contact your product supplier if you do not know the product approval number for any of the applicable listed products. Information regarding statewide product approval may be obtained at: www.floridabuildin .or . Category/Subcategory Manufacturer Product Description 1 Limitation of Use State# Local# A. EXTERIOR DOORS I. Swinging j►.57-65(Zf'-t, ,.i C.0 I of c1L. 2. Sliding 3. Sectional 4. Roll up—d �� lel4A oso `t Z 00677. 441/_ 7¢144,,ir, 5 4-4-10 S FL I!oC 6 0.1 5. Automatic 6. Other B. WINDOWS 1. Single hung 2. Horizontal slider 3. Casement �N7"cPl2R C-./ e FL/o /9.7 4. Double hung iiu7 ki LILAc) FL 1 oZ 7 5. Fixed 6. Awning 7. Pass-through 8. Projected 9. Mullion 10. Wind breaker 11. Dual action 12. Other Category/Subcategory 1 Manufacturer Product Description iLimitation of Use State# Local# C. PANEL WALL 1. Siding 1}'.7 ILl*'S :5?4AEG S1-J,,,,i te.0 1'1- 1 2. Soffits ..3. EIFS , 4. Storefronts 5. Curtain walls 6. Wall louvers 7. Glass block 8. Membrane 9. Greenhouse 10. Synthetic stucco 11. Other D. ROOFING PRODUCTS 1. Asphalt shingles 2. Underlayments2 A t�L It-i31 7 3. Roofing fasteners 4.Nonstructural metal roof 5. Built-up roofing 6. Modified bitumen 7. Single ply roofing 8. Roofing tiles 9. Roofing insulation 10. Waterproofing AL1A1 4, 11. Wood shingles/shakes _W Awa g �K- ,,, �� a 13714 12. Roofing slate 13. Liquid applied roofing 14. Cement-adhesive coats 15. Roof tile adhesive 16. Spray applied polyurethane roof 17. Other Category/Subcategory Manufacturer Product Description Limitation of Use State# Local# E. SHUTTERS • 1. Accordion 2. Bahama 3. Storm panels 4. Colonial S. Roll-up 6. Equipment 7. Other F. STRUCTURAL COMPONENTS 1. Wood connector/anchor 2. Truss plates M I -T& e 1Z•A-55, c FL .2 IT7 3. Engineered lumber 4. Railing 5.Coolers-freezers 6.Concrete admixtures 7.Material 8. Insulation forms 9. Plastics 10.Deck-roof 11. Wall 12. Sheds 13. Other G.SKYLIGHTS 1. Skylight • • 2. Other Category/Subcategory iMh1ctrer anfau (Product Description Limitation of Use State# Local# H.NEW EXTERIOR ENVELOPE PRODUCTS 1. 2. In addition to completing the above list of manufacturers, product description and State approval number for the products used on this project, the Contractor shall maintain on the job site and available to the Inspector, a legible copy of each manufacturer's printed specifications and installation instructions along with this Product Approval Sheet. I certify that this product approval list is true and correct to the best of my knowledge. I further certify that use of different components other than the ones listed in this document must be approved by the Building Official. vd% W• '4 14/6 17 (Contractor Name) (Print Name) (Signature) CompanyGIC— Mailing Address: b City: jof-0/0ow/0!L-E State: L- 074 lip Code: �Z Z Telephone Number:(fes) ..7te---/ fax Number:( ) Cell Phone Number:(7 ) Z/P"3 va E-mail Address: L-G41GAlf ai ✓ ,a✓ ././mss G .0e/r-‘47 /4/67,-<- I/ /886'4 z Z a/`f /z/c/�ze..6 /0ea. / /y .6 Zo% iri3i ziir$ //z Z /life//. /3 20to (71;SefI I///'f/a Al s-s�iyp10 1745I'Ifog, /yelGzio-z /6i s -Oio ,zl;Sr6 /10- 4 /.01V -e5-z- 7�/o /- /kA.A6 b'1t/,Z/o /'e,-c /e6 Zv/o / /P77-•l6 /0`f` •1 �Io / 7P/X415 11(610.z.,6-L /f 6$ Za,10i /Z/ /Z.y4 H6 z9-- /Pf6i 1 zoio /Oi/u,/,6 7 z 0 W az Zoe o 104/4 /?i44y6 //' '11 z3 Z401/0 I7S��ztYb ficGLa-L /065-5 e Zv(O / A//rd/6 'A/C Z6 -L /'6c 66 r a /Z7;r7i ..6 LTA //17b Zo'!0 W4i/ g. /r'/%s ///706. z Zo/o (zAtAd/,6 #z-- 5" /Of/S6. /1 9/o /"LA./4,,6 /17 c:11 /Gfl'�6:/z 7-1v/0 ie/P/rd/6 OFFICE COPY APPLICATION FOR A PERMIT FOR CONSTRUCTION e'"' ' SEAWARD OF THE COASTAL CONSTRUCTION CONTROL LINE OR FIFTY-FOOT SETBACK .'N ''•""''V°:.7 (Application processed pursuant to Rule 62B-33.008,F.A.C.) 1. Owner of Record Agent(if applicable) Typed or Printed Name: Typed or Printed Name and Company: Michael R. Mularkey Starr Sanford Design Mailing Address: Mailing Address: 1719 Beach Ave. 370 4th Ave. S. City/State/Zip Code: City/State/Zip Code: Atlantic Beach, FL 32233 Jacksonville Beach, FL 32250 Telephone(include area code): Fax(include area code): Telephone(include area code): Fax(include area code): 904-707-9761 E-mail Address: E-mail Address: mularkeym@gmail.com christi@starrsanford.com 2. I hereby certi that all information submitted with this application is true and complete to the best of my knowledge. - . / ,,) 4 L., • Christi Elflein, Planning Director Signature of Owner or Ag A 7 Date/ Typed or Printed Name of Owner or Agent(include title of officer and name of corporation or other business entity,if applicable) 3 If the applicant is not the owner of record,the owner must sign below to authorize the applicant to act as the owner's agent for the purpose of applying for a permit. I hereby authorize the above named agent to make application for a permit for construction or other activities seaward of the coastal construction control line or 50-foot setback on the property(described in item 4,below). 6/2<3 1 Michael R. Mularkey Signature of Owner c9 Dale 1 Typed or Printed Name of Owner(include title of officer and name of corporation or other business entity,if applicable) 4. A brief description of the proposed work,activity,or construction. ❑ Check here if additional Information is attached. Construction of a pool,located seaward of the CCCL and landward of the General Permit Line.The pool is proposed to be located in a courtyard,west of the existing single family house and east of the garage. Project Name(for multi-family,commercial,or public projects): Nearest DEP Reference Monuments(if known): 420' to 490' South R-45 Street Address: County: City/Zip Code: 1719 Beach Avenue Duval Atlantic Beach, FL 32233 The name and mailing address of the owners of the immediately adjacent properties,exclusive of street ends and easements.If the 5. adjacent property is under cooperative or condominium ownership, provide the name and mailing address of the cooperative or condominium association. Name of Adjacent Property Owner: Name of Adjacent Property Owner: Helen Murchison Lane Nancy P. Hadlow Mailing Address: Mailing Address: 1721 Beach Avenue 1717 Beach Avenue City/State/Zip Code: City/State/Zip Code: Atlantic Beach, FL 32233 Atlantic Beach, FL 32233 pCheck here if there are additional adjacent properties and attach the appropriate information. DEP Form 73-100(Updated 12/06) Page 1 oft Agency Use Only:FILE NUMBER O ,-N N 11 ALL APPLICANTS ARE REQUIRED TO SUBMIT THE FOLLOWING ITEMS: 3 c o: 6. A fee as set forth in Rule 62B-33.0085,F.A.C.(see the form entitled'Permit Fee Worksheet for DEP 73-100"). ❑ 7. Sufficient evidence of ownership and legal description of the property[paragraph 62B-33.008(3)(c),F.A.C.]. ❑ Written evidence,provided by the appropriate local governmental agency having jurisdiction over the activity,that the 8. proposed activity,as submitted to the Bureau,does not contravene local setback requirements or zoning codes[paragraph ❑ 62B-33.008(3)(d),F.A.C.]. Two original copies of a signed and sealed survey of the subject property.The information depicted on the drawings shall be 9. from field survey work performed not more than six months prior to the date of application.The survey shall comply with the ❑ ❑ requirements given in Rule 62B-33.0081, F.A.C.[paragraph 62B-33.008(3)(f),F.A.C.]. 10 For structures with proposed permanent exterior lighting,two copies of a dimensioned lighting plan drawn to an appropriate ❑ El scale[paragraph 62B-33.008(3)(i),F.A.C.]. 11 Two copies of a dimensioned site plan signed and sealed by an architect,engineer, landscape architect,or professional 0 ❑ survey and mapper(as appropriate)licensed in the state of Florida[paragraph 62B-33.008(3)(1), F.A.C.]. 12. Two copies of a grading plan signed and sealed by an architect,engineer,landscape architect,or professional survey and ❑ 0 mapper(as appropriate)licensed in the state of Florida[paragraph 62B-33.008(3)(m),F.A.C.]. 13. Two copies of cross-sections signed and sealed by an architect,engineer, landscape architect,or professional survey and ❑ ❑ mapper(as appropriate)licensed in the state of Florida[paragraph 62B-33.008(3)(n), F.A.C.]. Details,including engineering design computations,for any proposed waste discharge onto,over,under,or across the beach 14. and dune system,including but not limited to storm water runoff,swimming pool drainage,well discharge,domestic water Q ❑ systems,and outfalls[paragraph 62B-33.008(3)(p),F.A.C.]. 15. An anticipated construction schedule[paragraph 62B-33.008(3)(q),F.A.C.]. El ❑ 16. Two copies of detailed planting plans,including the location of proposed plants,existing native vegetation,and plants to be ❑ ❑ removed.Plans shall include a plant list with both scientific and common names[paragraph 62B-33.008(3)(r),F.A.C.]. APPLICANTS APPLYING TO CONSTRUCT MAJOR STRUCTURES OR RIGID COASTAL STRUCTURES ARE REQUIRED TO SUBMIT THE FOLLOWING ADDITIONAL ITEMS(SEE RULE 62B-33.002,F.A.C.): For major structures,two copies of a dimensioned site plan drawn to an appropriate scale,on 8.5 by 11 inch paper 17. [paragraph 62B-33.008(3)(g), F.A.C.]. © 0 18 For major structures,two copies of dimensioned cross-sections drawn to an appropriate scale,on 8.5 by 11 inch paper [paragraph 62B-33.008(3)(h),F.A.C.]. ci ❑ 19. For major structures,two copies of detailed final foundation plans and specifications[paragraph 62B-33.008(3)(k),F.A.C.]. D ❑ For rigid coastal structures,two copies of a site plan and detailed final construction plans and specifications for all proposed 20. structures or excavation signed and sealed by an engineer licensed in the state of Florida[paragraph 62B-33.008(3)(o), ❑ ❑ F.A.C.]. APPLICATION FOR WAIVER (Pursuant to subsection 62B-33.008(6),F.A.C.,the applicant may request a waiver of certain portions of the information specified in this application form) Application Reason for waiver DEP Use Only Item# Approved Denied If room for additional application for waivers is needed,please attach an extra sheet to this application and include the applicant name and date on the additional sheet. E-Mail to: CCCL@dep.state.fl.us Overnight or Hand deliver to: Or Mail to: Coastal Construction Control Line Program Coastal Construction Control Line Program Of Division of Water Resource Management Division of Water Resource Management Florida Department of Environmental Protection Florida Department of Environmental Protection 2600 Blair Stone Road,Room 612-F 2600 Blair Stone Road,Mail Station 3522 Tallahassee,Florida 32399-2400 Tallahassee,Florida 32399-2400 DEP Form 73-100(Updated 12/06) Page 2 of 2 Agency Use Only:FILE NUMBER r• • I l_ __ ROSS GA RDEN P:o1 Notes 7701 Fme.t Code Ialsonnik.FL 32257 s 57.,=........... _�p� 1�~ rosy.n4nda nm gnaco ti � -� ' w+�.•.++n SCALE I-10-0 a f(' ••'� °+ DATE 05112018 g % 5 Site Plan Key fps ! { i I I M.��, Z har .. I�►� 1 4, 1Z1IIII IIII '%%$1,111110 e,� t .1 1.71 (--- As7INIA4.4 ---,,„„„.„- .===.,AnnalIZZL=P-4-1.-14 :-. Yitellillitillir 'W .I I'-. liw to. 7 iN A4 all •r! �J 1� ARM , jj __.III l' 1•�� C' • ,.._..._.,,._. Lelg yr -rte IIIiT" .I E.q` 25•'Y 1R i�� J r.wrr�.. 0 w Q ,uC �� Z V m �..�. 111 II I . _ ___. • II OA •it'TrTf'i'f 1 1 i 1wimp,* 'T _ s _'_�S 16 94,�,wRa'. 14 P4 RJ ix E7A}I i__ _____ ___..__ -tea.,..�. G AVM- !_ !s t I 1 I! i ( i iI! ! 1I SEAL �� 8 ;� I I 1 17 u666732e 5I I DATE REVISION ® Avv 05141E PHASE II REVISIONS VrcT . pV NOTE THE DESIGN AND GUIDANCE PROVIDED BY ROSS GARDEN DESIGN IN INCLUDE THE PLANNING AND CONCEPTUAL DESIGN OF EXTERIOR SHEET L 1 _1 `A SPACES AND HORTICULTURAL CONSULTATION ONLY.ANY STRUCTURAL ! ARCHITECTURAL,OR ENGINEERED COMPONENTS SHALL BE VERIFIED 9 "� WITH A LICENSED ENGINEER PRIOR TO CONSTRUCTION. OF 1 A fel 0 L z 1 P P • OFFICE COPY 88 8 0 cd di 0 5 73'-7" 5' 10" / S'-10" 5'—l0" 9 10 S 51.02 S S S1.02 — — ______L_ v I GB-3 GB-3 GB-3 P3 —_ � I I (', 1 /( 0 I = .A. TYP m c c w (J (4 ' 1 i — 7`5_vzs— E *12.4111 g 1 NAVES\, _ (^4 •A (^ ^ I r(7-Th r )X .,.,... P — — —) •s\.\—' ......• �.VT m �I 4 (4 r _ — _ `# jLui ,"•33:PPE' _ s. OAF <,*�• '® ?�Qr? PARTIAL LOW FOUNDATION PLR"oN� t_ ou° IT1 1 5 8018 PROI ECT 1719 BEACH AVE. _ l ' Lou Pontigo and P Associates , Inc . BUILDER MCANENYBUILDERS i 420 Osceola Avenue !iA x. leach, Florida 32250 106 No. SHT.NOLePhl242-0908 Fax.241-9557 S K1 STAR-l7-00820, FL:CA#8344 SC:CA#3579 DATE 06.11.18 ' tip mitLumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. MiTek OFFICE COP- RE: O Q' -RE: J180295 - McAneny/ Mularkey Remodel MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Tampa,FL 33610-4115 Customer Info: McAneny Bldrs Project Name: Mularkey Remodel Model: Lot/Block: Subdivision: Address: 1719 Beach Ave City: Atlantic Beach State: FL Name Address and License# of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2017/TP12014 Design Program: MiTek 20/20 8.2 Wind Code: ASCE 7-10 Wind Speed: 130 mph Roof Load: 40.0 psf Floor Load: N/A psf This package includes 4 individual, dated Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name Date 1 T14177084 A01 5/31/18 2 T14177085 A02 5/31/18 3 T14177086 A03 5/31/18 4 T14177087 A04 5/31/18 The truss drawing(s) referenced above have been prepared by MiTek � �� USA, Inc. under my direct supervision based on the parameters �.` �I.•.. .IN VF ,110 provided by Manning Building Supplies. �.` •� GEN 8F N . '.,••• • Truss Design Engineer's Name: Velez, Joaquin �; •� 0 68182 My license renewal date for the state of Florida is February 28, 2019. fp •:* * IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s)identified and that the 1.O • STATE OF ••'• �: designs comply with ANSI/TPI 1. These designs are based upon parameters � ,�'• p •• 4.*shown(e.g., loads,supports,dimensions, shapes and design codes),which were �� •• R \ .16". file ffiilerefn erence purpose onproly,,and was not ct specific �kenson into account ined is or MiTek's the preparationof ��ell ,O N A1...� .` these designs. MiTek has not independently verified the applicability of the design parameters or the designs for any particular building. Before use,the building designer J aquln V:ez PE No.68182 should verify applicability of design parameters and properly incorporate these designs M ek USA Inc.FL Cert 6634 into the overall building design per ANSI/TPI 1,Chapter 2. 6:,4 Park.East Blvd.Tampa FL 33610 Dat. May 31,2018 Velez, Joaquin 1 of 1 Builder: Job Information McAneny Bldrs Job#: J180295 1010 E Adams St Ste 105 i'ill Jakcsonville, FL 32202IrrFile#: (904) 219-3001 Salesman:Jason Brackin Designer: John Knight Manning Building Supplies PAGE 1 Job: Jacksonville, FL 32256 jaxtruss@mbs-corp.com Mularkey Remodel Phone: (904) 268-8225 * Fax: (904) 260-2981 Report and Delivery Date DATE 05/31/18 1719 Beach Ave Del. Date: / / Atlantic Beach, FL Cover Sheet Truss Level: PROFILE QTY PITCH BASE 0/A LUMBER OVERHANG CANTILEVER STUB 0/A HEIGHT 1 PLY TOP BOT ID SPAN SPAN TOP BOT LEFT RIGHT LEFT I RIGHT LEFT RIGHT AIIIIIIm.. 1 7.00 0.00 A01 31-02-00 31-02-00 2 X 4 2 X 4 10-08-03 12 7.00 0.00 A02 31-02-00 31-02-00 2 X 6 2 X 4 11-04-09 01111111'' 1 7.00 0.00 A03 26-00-00 26-00-00 2 X 4 2 X 4 10-08-03 1 7.00 0.00 A04 05-07-08 05-07-08 2 X 4 2 X 4 03-04-08 - I Builder: Job Information McAneny Bldrs Job#: J180295 1010 E Adams St Ste 105 Jakcsonville, FL 32202 File#: (904) 219-3001ifirlA Salesman:Jason Brackin Designer: John Knight Manning Building Supplies PAGE 1 Job: Jacksonville, FL 32256 jaxtruss@mbs-corp.com Mularkey Remodel Phone: (904) 268-8225 * Fax: (904) 260-2981 Report and Delivery Date DATE 05/31/18 1719 Beach Ave Del. Date: / / Atlantic Beach, FL 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 l EFT RIGHT LEFT 1 RIGHT LEFT RIGHT .41111111111' 1111 1 7.00 0.00 A01 31-02-00 31-02-00 2 X 4 2 X 4 10-08-03 12 7.00 0.00 A02 31-02-00 31-02-00 2 X 6 2 X 4 1 11-04-09 dlllllli'' 1 7.00 0.00 A03 26-00-00 26-00-00 2 X 4 2 X 4 10-08-03 1 7.00 0.00 A04 05-07-08 05-07-08 2 X 4 2 X 4 03-04-08 d prior to installation. Otherwise, said claim will be denied. LOADING CRITERIA Roof Floor Top Chord Live Load 20.00 40.00 p.s.f. Top Chord Dead Load 10.00 10.00 p.s.f. Bottom Chord Live Load 0.00 0.00 p.s.f. 00Bottom Chord Dead Load 10.00 5.00 p.s.f. Q Total Load 40 55 p.s.f. Duration Factor 1.25 1.00 Building Code FBC 2017 RES Wind Standard ASCE 7-10 Wind Speed 130 m.p.h. Wind Usage RES. CAT II Building Exposure D Building Type Closed Cr, NOTE It is the responsibility of the building designer or architect to provide an appropriate connection for trusses to supporting structure per reactions shown on truss engineering.Special considerations for mechanical equipment and/or plumbing(and their connections)in truss space must be diagrammed by the builder an approved truss layout prior to fabricaton. Manning Building Supplies is a truss manufacturer whose responsibilities are limited to those described in WTCA 1-1995 I. (sections 6.0 and 7.0).Accordingly,it disclaims any responsibilities for the the construction design,drawings, documents including the installation and bracing of trusses I manufactured by Manning Building Supplies. t` Warning: Q Conventional framing,erection and/or permanent bracing is not the responsibility of the truss designer,plate manufacturer,or r1 w _ truss manufacturer.Persons erecting trusses are cautioned to ^r� seek professional advice regarding erection bracing which is L.L. N always required to prevent toppling and dominoing during rerection;and permanent bracing which may be required in ON specific applications.See"Bracing worxi trusses commentary _x $ and recommendations(BCSI 1-03)for further information. aLL Trusses shall be installed in a straight and plumb position. Where no sheathing is applied directly to the top and/or bottom Y' z-'ffr',,; chords,they shall be braced as specified on the engineered design, Trusses shall be handled with reasonable care during 0 erection to prevent damage or personal injury. S--*:;,,, ..,,k E Approved truss anchor by builder. O 2x4 minimum top and bottom chords. , '-, Square cut overhangs. Z t2 �{ 9-1/7' --IIIIIIIII05-irx. 12 BY OTHERS BRO.31� n ass not- otherwise. Typical Truss Ends 0" Jr2' 0" 2' 0'( , Engineer of Record: No Engineer of Record on file Manning Building ---- \ Supplies, INC. B11155 Philips Parkway Dr E. Jacksonville,FL 32258 Phone:(904)268-8225 Fax (904)260-2981 Cualomer: McAneny Bldrs Job Name: Mularkey Remodel LobBik/Subdiv 1719 Beach Ave Atlantic Beach,FL/ NEYERHAEUSER EEI-JOIST 21360 WEYERHAEUSER RIMBOARD 6527.5 1/4"" Data: Drawn Job Number: 1, K 5!31/2018 JK J180295 -11 1- 0 xi v D D 31' 2" 0 o k _/ ✓ tr. c 26' 0" 5' 2" co -� - r r - - O D t �D -v m O O r O °v TOP CHORD DROPPED 7-1/4" A03 I N '\ ---A3- - A I A04 p ) /: al m �N 11 a1 -u p O' M N 3 Ci) p Cl) hi `) 0 N m V < 0 3 m ^- m a) m I o n Z N - ? m G7 p Z 3 c Cn ` = cs1 T Dp C) a Imo a CO I N I � i m p , � , co N < - 0 : \ v "{ o m - N -8 v I a OH I GI Ma), \ ; _ -o m 7J 0 14 4 1/2" ' m o ✓ Z7 -h \ co N GI O o p 0. co 1 prior to installation. Otherwise, said claim will be denied. LOADING CRITERIA Roof Floor Top Chord Live Load 20.00 40.00 p.s.f. Top Chord Dead Load 10.00 10.00 p.s.f. Bottom Chord Live Load 0.00 0.00 p.s.f. �, Bottom Chord Dead Load 10.00 5.00 p.s.f. Q Total Load 40 55 p.s.f. Duration Factor 1.25 1.00 Building Code FBC 2017 RES Wind Standard ASCE 7-10 Wind Speed 130 m.p.h. Wind Usage RES. CAT II Building Exposure D Building Type Closed p NOTE It is the responsibility of the building designer or architect to provide an appropriate connection for busses to supporting structure per reactions shown on truss engineering.Special considerations for mechanical equipment and/or plumbing(and their connections)in truss space must be diagrammed by the builder an approved truss layout prior to fabricaton. Manning Building Supplies is a buss manufacturer whose responsibilities are limited to those described in WTCA 1-1995 It (sections 6.0 and 7 0).Accordingly,it disclaims any responsibilities for the the construction design,drawings, documents including the installation and bracing of trusses manufactured by Manning Building Supplies. N. Warning: 0 Conventional framing,erection and/or permanent bracing is not the responsibility of the truss designer plate manufacturer,or UJ truss manufacturer.Persons erecting trusses are cautioned to 1 " ^^ N seek professional advice regarding erection bracing which is u.`� r L.1. always required to prevent toppling and dominoing during ��, /1 erection;and permanent bracing which may be required in .0iti L•� specific applications See"Bracing wood busses commentary ` CO and recommendations(BCSI 1.03)for further information. 0 r. Trusses shall be installed in a straight and plumb position. Where no sheathing is applied directly to the top and/or bottom z*,• ¢" ` ` chords,they shall be braced as specified on the engineered ; , " design.Trusses shall be handled with reasonable care during -;&-',;1 i _j 0� erection to prevent damage or personal injury ,:=F.'"; ',:,:,1 Ldp Approved truss anchor by builder. i; O 2x4 minimum top and bottom chords. a Square cut overhangs. 12 V s.,tr 00. 1 x , O 1- s yr ,2 BY OTHERS BRO. 31"rt\_ enleea no •- - otherwise. Typical Truss Ends 0" L2' 0" L2' 0" ii No of Record: No Engineer of Record on file Manning Building ---- \ Supplies, INC. BS 11155 Philips Parkway Dr.E. Jacksonville,FL 32256 Phone:(904)288-8225 Fax:(904)260-2981 1 Customer: McAneny Bldrs Job Name: Mularkey Remodel Lot/Blk/Subdiv 1719 Beach Ave Atlantic Beach,FL/ NEYERHAEUSER EEI-JOIST 21360 WEYERHAEUSER RIMBOARD 6527.5 Scale: are: Drawn, 5 5, 5/31/2018 JK K Job 95 m r- 0 0 70 v D a -0 31' 2" 0 o v 3' o 26' O" — — 5. 2,. cn 0 n 2 a 73 o 0 o 1 co o TOP CHORD DROPPED 7-1/4" A03co y '� ) A04 a 3 o J /: CI 1 M N A O M N 3 to O y 0 N cn V M — O 3 < = o X I Z ' N = 3 m G7 o Z v, I> , G70. N 0) �-. 0 73 H N m 0 = -a O _0 O m , \ ' _ �_ m 7J 0 14 4. 1/2" m o o w N en O o FORM R405-2017 OFFICE COP4F-14eEtar ' , t 1 fF r``. RESIDENTIAL ENERGY CONSERVATION CODE DOCUMENTATION CHECKLIST Florida Department of Business and Professional Regulation Simulated Performance Alternative (Performance) Method Applications for compliance with the 2017 Florida Building Code, Energy Conservation via the residential Simulated Performance Method shall include: ❑ This checklist E A Form R405 report that documents that the Proposed Design complies with Section R405.3 of the Florida Energy Code. This form shall include a summary page indicating home address, e-ratio and the pass or fail status along with summary areas and types of components, whether the home was simulated as a worst-case orientation, name and version of the compliance software tool, name of individual completing the compliance report(one page) and an input summary checklist that can be used for field verification (usually four pages/may be greater). ❑ Energy Performance Level(EPL) Display Card(one page) ❑ HVAC system sizing and selection based on ACCA Manual S or per exceptions provided in Section R403.7 ❑ Mandatory Requirements (five pages) Required prior to CO for the Performance Method: ❑ Air Barrier and Insulation Inspection Component Criteria checklist(Table R402.4.1.1 - one page) ❑ A completed Envelope Leakage Test Report (usually one page) ❑ If Form R405 duct leakage type indicates anything other than "default leakage". then a completed Form R405 Duct Leakage Test Report(usually one page) EnergyGauge®-USRCSB v6.0 4/20/2018 11:16:06 AM Page 1 of 1 FORM R405-2017 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Mularkey Detached Garage Builder Name: Street: 1719 Beach Ave Permit Office: Atlantic Beach City,State,Zip: Atlantic Beach,FL, Permit Number: Owner: Jurisdiction: 261100 Design Location: FL,MAYPORT_NS County:: Duval(Florida Climate Zone 2) 1. New construction or existing New(From Plans) 9. Wall Types (2112.8 sqft.) Insulation Area 2. Single family or multiple family Single-family a.Frame-Wood,Exterior R=19.0 1106.00 ft2 b.Face Brick-Block,Exterior R=4.0 1006.70 ft2 3. Number of units,if multiple family 1 c.N/A R= ft' 4. Number of Bedrooms 0 d.N/A R= ft2 10.Ceiling Types (801.0 sqft.) Insulation Area 5. Is this a worst case? No a.Roof Deck(Unvented) R=19.0 801.00 ft2 6. Conditioned floor area above grade(ft2) 1602 b.N/A R= ft' Conditioned floor area below grade(ft2) 0 c.NIA R= ft' 11.Ducts R ft2 7. Windows(239.4 sqft.) Description Area a.Sup:Attic,Ret:Attic,AH:Attic 6 104.13 a. U-Factor: Dbl,U=0.31 218.40 ft2 SHGC: SHGC=0.19 b. U-Factor: Dbl,U=0.31 21.00 ft' 12.Cooling systems kBtu/hr Efficiency SHGC: SHGC=0.27 a.Central Unit 9.0 SEER:15.00 b.Central Unit 17.8 SEER:15.00 c. U-Factor: N/A ft2 SHGC: 13.Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft2 a.Electric Heat Pump 9.8 HSPF:9.00 SHGC: b.Electric Heat Pump 17.8 HSPF:8.50 Area Weighted Average Overhang Depth: 1.417 ft. Area Weighted Average SHGC: 0.197 14.Hot water systems a.Propane Tankless Cap: 1 gallons 8. Floor Types (1602.0 sqft.) Insulation Area EF:0.590 a.Slab-On-Grade Edge Insulation R=0.0 801.00 ft' b. Conservation features b.Floor Over Other Space R=0.0 801.00 ft2 None c.N/A R= ft' 15.Credits Pstat Glass/Floor Area: 0.149 Total Proposed Modified Loads: 42.62 PASS Total Baseline Loads: 46.69 I hereby certify that the plans and specifications covered by Review of the plans and .;..-oF'L .ST4?• •..1 this calculation are in compliance with the Florida Energy specifications covered by this • 'v ‘ 0 .. Code. calculation indicates compliance co iJ,,`. »'0 4114.4'IS Ryan B.Ellis with the Florida Energy Code. i.sI+v, „ PREPARED BY: Before construction is completed • ��- DATE: 4/20/18 this building will be inspected for _t..5'; Id'. .- compliance with Section 553.908 =, x •.,. ` ' `• Florida Statutes. I hereby certify that this building, as designed, is in compliance Co' fi .,.:' with the Florida Energy Code. D WE'D`,.••' OWNER/AGENT: BUILDING OFFICIAL: f DATE: - DATE: ((C' 1_27 / - Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory-sealed in accordance with R403.3.2.1. -Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and this project requires an envelope leakage test report with envelope leakage no greater than 7.00 ACH50(R402.4.1.2). 4/20/2018 11:16 AM EnergyGauge®USA-FlaRes2017 Section R405.4.1 Compliant Software Page 1 of 4 FORM R405-2017 PROJECT Title: Mularkey Detached Garage Bedrooms: 0 Address Type: Street Address Building Type: User Conditioned Area: 1602 Lot# Owner Name: Total Stories: 2 Block/Subdivision: #of Units: 1 Worst Case: No PlatBook: Builder Name: Rotate Angle: 0 Street: 1719 Beach Ave Permit Office: Atlantic Beach Cross Ventilation: County: Duval Jurisdiction: 261100 Whole House Fan: City,State,Zip: Atlantic Beach, Family Type: Single-family FL, New/Existing: New(From Plans) Comment: CLIMATE / Design Temp Int Design Temp Heating Design Daily Temp V Design Location TMY Site 97.5% 2.5% Winter Summer Degree Days Moisture Range FL,MAYPORT_NS FL MAYPORT NS 39 90 70 75 1037 61 Medium BLOCKS Number Name Area Volume 1 Block1 801 7048.8 2 Block2 801 7689.6 SPACES Number Name Area Volume Kitchen Occupants Bedrooms Intl!ID Finished Cooled Heated 1 1st Floor 801 7048.8 No 0 1 Yes Yes Yes 2 2nd Floor 801 7689.6 Yes 2 0 1 Yes Yes Yes FLOORS # Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet 1 Slab-On-Grade Edge Insulation 1st Floor 114.4 ft 0 801 ft2 ---- 0 0 1 2 Floor Over Other Space 2nd Floor _ ____ 801 ft2 0 0 0 1 ROOF Roof Gable Roof Solar SA Emitt Emitt Deck Pitch V # Type Materials Area Area Color Absor. Tested Tested Insul. (deg) 1 Gable or shed Wood shingle 928 ft2 234 ft2 Medium 0.6 No 0.3 No 19 30.3 ATTIC V # Type Ventilation Vent Ratio(1 in) Area RBS IRCC 1 Full attic Unvented 0 801 ft2 N N 4/20/2018 11:16 AM EnergyGauge®USA-FlaRes2017 Section R405.4.1 Compliant Software Page 2 of 4 FORM R405-2017 CEILING # Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Under Attic(Unvented) 2nd Floor 0 Blown 801 ft2 0.11 Wood WALLS / Adjacent Cavity Width Height Sheathing Framing Solar Below V # Ornt To Wall Type Space R-Value Ft In Ft In ArPa R-Value Fractinn Ahanr nrarla°/o.._ 1 W Exterior Face Brick-Block 1st Floor 4 31.2 8.8 274.6 ft2 0 0 0.170000 0 2 S Exterior Face Brick-Block 1st Floor 4 26 8.8 228.8 ft2 0 0 0.170000 0 3 E Exterior Face Brick-Block 1st Floor 4 31.2 8.8 274.6 ft2 0 0 0.170000 0 4 N Exterior Face Brick-Block 1st Floor 4 26 8.8 228.8 ft2 0 0 0.170000 0 5 W Exterior Frame-Wood 2nd Floor 19 14.3 8.1 115.8 ft2 0.05 0.170000 0 6 W Exterior Frame-Wood 2nd Floor 19 16.9 11.1 187.6 ft2 0.05 0.170000 0 7 S Exterior Frame-Wood 2nd Floor 19 26 11.1 288.6 ft2 0.05 0.170000 0 8 E Exterior Frame-Wood 2nd Floor 19 16.9 11.1 187.6 ft2 0.05 0.170000 0 9 E Exterior Frame-Wood 2nd Floor 19 14.3 8.1 115.8 ft2 0.05 0.170000 0 10 N Exterior Frame-Wood 2nd Floor 19 26 8.1 210.6 ft2 0.05 0.170000 0 WINDOWS Orientation shown is the entered,Proposed orientation. Wall Overhang # Ornt ID Frame Panes NFRC U-Factor SHGC Imp Area Depth Separation Int Shade Screening 1 W 5 Vinyl Low-E Double Yes 0.31 0.19 N 6.6 ft2 1 ft 5 in 3.5 ft 0 in None None 2 W 5 Vinyl Low-E Double Yes 0.31 0.19 N 18.0 ft2 1 ft 5 in 5.3 ft 0 in None None 3 W 6 Vinyl Low-E Double Yes 0.31 0.19 N 36.0 ft2 1 ft 5 in 11.3 ft 0 i None None 4 S 7 Vinyl Low-E Double Yes 0.31 0.19 N 54.0 ft2 1 ft 5 in 3 ft 0 in None None 5 E 8 Vinyl Low-E Double Yes 0.31 0.19 N 63.0 ft2 1 ft 5 in 8.7 ft 0 in None None 6 E 9 Vinyl Low-E Double Yes 0.31 0.19 N 21.0 ft2 1 ft 5 in 5.4 ft 0 in None None 7 E 9 Vinyl Low-E Double Yes 0.31 0.27 N 21.0 ft2 1 ft 5 in 3.8 ft 0 in None None 8 N 10 Vinyl Low-E Double Yes 0.31 0.19 N 19.8 ft2 1 ft 5 in 0.5 ft 0 in None None INFILTRATION # Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) .000409 1719.5 94.4 177.53 .3879 7 HEATING SYSTEM V # System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump/ None HSPF:9 9.8 kBtu/hr 1 Ductless 2 Electric Heat Pump/ None HSPF:8.5 17.8 kBtu/hr 2 sys#1 4/20/2018 11:16 AM EnergyGauge®USA-FlaRes2017 Section R405.4.1 Compliant Software Page 3 of 4 FORM R405-2017 COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit/ None SEER: 15 9 kBtu/hr 270 cfm 0.75 1 Ductless 2 Central Unit/ None SEER: 15 17.8 kBtu/hr 534 cfm 0.75 2 sys#1 HOT WATER SYSTEM # System Type SubType Location EF Cap Use SetPnt Conservation 1 Propane Tankless Exterior 0.59 1 gal 60 gal 120 deg None SOLAR HOT WATER SYSTEM V FSEC Collector Storage Cert # Company Name System Model# Collector Model# Area Volume FEF None None ft2 DUCTS ----Supply-- Return--- Air CFM 25 CFM25 HVAC# V # Location R-Value Area Location Area Leakage Type Handler TOT OUT QN RLF Heat Cool 1 Attic 6 104.13 f Attic 40.05 ft2 Default Leakage Attic (Default)c(Default)c 2 2 TEMPERATURES Programable Thermostat: Y Ceiling Fans: CoolingJan Feb Mar A r Ma X Jun X Jul X Au X Se Oct Nov Dec Heatinixi Jan X Feb ;Xi Mar Art Mal Junt "JulAul Se ' OctNovDecVentin Jan ' Feb X Mar X Apr [ May [ Jun ( Jul Aug [ Sep (X Oct [X Nov Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling(WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling(WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating(WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating(WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 4/20/2018 11:16 AM EnergyGauge®USA-FlaRes2017 Section R405.4.1 Compliant Software Page 4 of 4 FORM R405-2017 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 91 The lower the EnergyPerformance Index, the more efficient the home. 1719 Beach Ave, Atlantic Beach, FL, 1. New construction or existing New(From Plans) 9. Wall Types Insulation Area 2. Single family or multiple family Single-family a.Frame-Wood,Exterior R=19.0 1106.00 ft b.Face Brick-Block.Exterior R=4.0 1006.70 ft 3. Number of units,if multiple family 1 c.N/A R= ft' 4. Number of Bedrooms 0 d N/A R= ft2 10.Ceiling Types Insulation Area 5. Is this a worst case? No a.Roof Deck(Unvented) R=19.0 801 00 ftz 6. Conditioned floor area(ft') 1602 b. N/A R= ft2 7. Windows"` Description Area 11 c.N/A R= ftzft: a. U-Factor: Dbl,U=0.31 218.40 ft2 .Ducts R a.Sup:Attic,Ret:Attic,AH:Attic 6 104.13 SHGC: SHGC=0.19 b. U-Factor. Dbl,U=0.31 21.00 ft' SHGC: SHGC=0.27 12.Cooling systems kBtu/hr Efficiency c. U-Factor: N/A ft' a.Central Unit 9.0 SEER:15.00 SHGC: b.Central Unit 17.8 SEER:15.00 d. U-Factor N/A ft2 13.Heating systems kBtu/hr Efficiency SHGC: a.Electric Heat Pump 9.8 HSPF:9.00 Area Weighted Average Overhang Depth: 1.417 ft. b.Electric Heat Pump 17.8 HSPF:8.50 Area Weighted Average SHGC. 0.197 8. Floor Types Insulation Area 14.Hot water systems Cap: 1 gallons a.Slab-On-Grade Edge Insulation R=0.0 801.00 ft' a. Propane EF:0.59 b.Floor Over Other Space R=0.0 801.00 ft2 c-NIA R= ft' b. Conservation features None 15.Credits Pstat I certify that this home has complied with the Florida Energy Efficiency Code for Building s 11 SIi.? `+� 4°" 0 .-STq .tt Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed X07,;' Q , ;r based on installed Code compliant features. F- �,,,� *,� o s. Builder Signature: - / : Date: Fi 4 .,_ .q._ "a a r b :. so g - ��l ~; Address of New Home: t7 1 3c,1 1.'' City/FL Zip: 3j 2 L 3' , rysr' /r T!AN✓1 e C 1 4N- ...,,A.,... "Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Email EnergyGauge tech support at techsupport@energygauge.com or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. **Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. 4/20/2018 11:16 AM EnergyGauge®USA-FlaRes2017 -Section R405.4.1 Compliant Software Page 1 of 1 • Florida Building Code, Energy Conservation, 6th Edition (2017) Mandatory Requirements for Residential Performance, Prescriptive and ERI Methods ADDRESS 1719 Beach Ave Permit Number: Atlantic Beach.FL, MANDATORY REQUIREMENTS See individual code sections for full details. SECTION R401 GENERAL R401.3 Energy Performance Level(EPL)display card(Mandatoryjhe building official shall require that an energy performance level(EPL)display card be completed and certified by the builder to be accurate and correct before final approval of the building for occupancy.Florida law(Section 553.9085, Florida Statutes)requires the EPL display card to be included as an addendum to each sales contract for both presold and nonpresold residential buildings. The EPL display card contains information indicating the energy performance level and efficiencies of components installed in a dwelling unit.The building official shall verify that the EPL display card completed and signed by the builder accurately reflects the plans and specifications submitted to demonstrate code compliance for the building.A copy of the EPL display card can be found in Appendix RD. R402.4 Air leakage(Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of Sections R402 4.1 through R402.4.5. Exception: Dwelling units of R-2 Occupancies and multiple attached single family dwellings shall be permitted to comply with Section C402.5. R402.4.1 Building thermal envelope. The building thermal envelope shall comply with Sections R402.4.1.1 and R402.4.1.2.The sealing methods between dissimilar materials shall allow for differential expansion and contraction. R402.4.1.1 InstallationThe components of the building thermal envelope as listed in Table R402.4.1.1 shall be installed in accordance with the manufacturer's instructions and the criteria listed in Table R402.4.1.1,as applicable to the method of construction.Where required by the code official,an approved third party shall inspect all components and verify compliance. R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate not exceeding seven air changes per hour in Climate Zones 1 and 2.and three air changes per hour in Climate Zones 3 through 8.Testing shall be conducted in accordance with ANSI/RESNET/ICC 380 and reported at a pressure of 0.2 inch w.g.(50 pascals).Testing shall be conducted by either individuals as defined in Section 553.993(5)or(7).Florida Statutes,or individuals licensed as set forth in Section 489.105(3)(f).(g)or(i)or an approved third party.A written report of the results of the test shall be signed by the party conducting the test and provided to the code official.Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. Exception: Testing is not required for additions,alterations,renovations,or repairs,of the building thermal envelope of existing buildings in which the new construction is less than 85 percent of the building thermal envelope. During testing: 1. Exterior windows and doors.fireplace and stove doors shall be closed,but not sealed,beyond the intended weatherstripping or other infiltration control measures. 2. Dampers including exhaust,intake,makeup air,backdraft and flue dampers shall be closed,but not sealed beyond intended infiltration control measures. 3. Interior doors.if installed at the time of the test,shall be open. 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed. 5. Heating and cooling systems if installed at the time of the test,shall be turned off. 6. Supply and return registers,if installed at the time of the test,shall be fully open. R402.4.2 Fireplaces. New wood-burning fireplaces shall have tight-fitting flue dampers or doors,and outdoor combustion air.Where using tight-fitting doors on factory-built fireplaces listed and labeled in accordance with UL 127,the doors shall be tested and listed for the fireplace. Where using tight-fitting doors on masonry fireplaces,the doors shall be listed and labeled in accordance with UL 907. R402.4.3 Fenestration air IeakagANindows.skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 cfm per square foot(1.5 Lis/m2),and swinging doors no more than 0.5 cfm per square foot(2.6 Lls/m2),when tested according to NFRC 400 or AAMA/ WDMA/CSA 101/I.S.2/A440 by an accredited,independent laboratory and listed and labeled by the manufacturer. Exception: Site-built windows,skylights and doors. 4/20/2018 11:16 AM EnergyGauge®USA-FlaRes2017 -FBC 6th Edition(2017) Compliant Page 1 of 5 MANDATORY REQUIREMENTS - (Continued) R402.4.4 Rooms containing fuel-burning appliances.In Climate Zones 3 through 8,where open combustion air ducts provide combustion air to open combustion fuel burning appliances,the appliances and combustion air opening shall be located outside the building thermal envelope or enclosed in a room, isolated from inside the thermal envelope.Such rooms shall be sealed and insulated in accordance with the envelope requirements of Table R402.1.2,where the walls,floors and ceilings shall meet not less than the basement wall R-value requirement.The door into the room shall be fully gasketed and any water lines and ducts in the room insulated in accordance with Section R403.The combustion air duct shall be insulated where it passes through conditioned space to a minimum of R-8. Exceptions: 1. Direct vent appliances with both intake and exhaust pipes installed continuous to the outside. 2. Fireplaces and stoves complying with Section R402.4.2 and Section R1006 of the Florida Building Code,Residential. R402.4.5 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage between conditioned and unconditioned spaces.All recessed luminaires shall be IC-rated and labeled as having an air leakage rate not more than 2.0 cfm(0.944 Lis)when tested in accordance with ASTM E283 at a 1.57 psf(75 Pa)pressure differential.All recessed luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. SECTION R403 SYSTEMS R403.1 Controls. R403.1.1 Thermostat provision(Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. R403.1.3 Heat pump supplementary heat(Mandatory). Heat pumps having supplementary electric-resistance heat shall have controls that, except during defrost, prevent supplemental heat operation when the heat pump compressor can meet the heating load. R403.3.2 Sealing(Mandatory) All ducts,air handlers.filter boxes and building cavities that form the primary air containment passageways for air distribution systems shall be considered ducts or plenum chambers,shall be constructed and sealed in accordance with Section C403.2.9.2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria below. Duct tightness shall be verified by testing in accordance with ANSI/RESNETIICC 380 by either individuals as defined in Section 553.993(5)or(7), Florida Statutes.or individuals licensed as set forth in Section 489.105(3)(f),(g)or(i),Florida Statutes,to be"substantially leak free"in accordance with Section R403.3.3. R403.3.2.1 Sealed air handler. Air handlers shall have a manufacturer's designation for an air leakage of no more than 2 percent of the design airflow rate when tested in accordance with ASHRAE 193. R403.3.3 Duct testing(Mandatory).Ducts shall be pressure tested to determine air leakage by one of the following methods: 1_ Rough-in test:Total leakage shall be measured with a pressure differential of 0.1 inch w.g.(25 Pa)across the system,including the manufactur handler enclosure if installed at the time of the test.All registers shall be taped or otherwise sealed during the test. 2. Postconstruction test:Total leakage shall be measured with a pressure differential of 0.1 inch w.g.(25 Pa)across the entire system,including the manufacturer's air handler enclosure. Registers shall be taped or otherwise sealed during the test. Exceptions: 1. A duct air leakage test shall not be required where the ducts and air handlers are located entirely within the building thermal envelope. 2. Duct testing is not mandatory for buildings complying by Section 405 of this code. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official R403.3.5 Building cavities(Mandatory). Building framing cavities shall not be used as ducts or plenums. R403.4 Mechanical system piping insulation(Mandatory). Mechanical system piping capable of carrying fluids above 105`F(41°C)or below 55°F(13`C)shall be insulated to a minimum of R-3. R403.4.1 Protection of piping insulation. Piping insulation exposed to weather shall be protected from damage,including that caused by sunlight.moisture,equipment maintenance and wind,and shall provide shielding from solar radiation that can cause degradation of the material. Adhesive tape shall not be permitted. R403.5.1 Heated water circulation and temperature maintenance systems(Mandatoryfjleated water circulation systems shall be in accordance with Section R403.5.1.1.Heat trace temperature maintenance systems shall be in accordance with Section R403.5.1.2.Automatic controls,temperature sensors and pumps shall be accessible.Manual controls shall be readily accessible. R403.5.1.1 Circulation systems. Heated water circulation systems shall be provided with a circulation pump.The system return pipe shall be a dedicated return pipe or a cold water supply pipe.Gravity and thennosiphon circulation systems shall be prohibited.Controls for circulating hot water system pumps shall start the pump based on the identification of a demand for hot water within the occupancy.The controls shall automatically turn off the pump when the water in the circulation loop is at the desired temperature and when there is no demand for hot water. R403.5.1.2 Heat trace systems.Electric heat trace systems shall comply with IEEE 515.1 or UL 515 Controls for such systems shall automatically adjust the energy input to the heat tracing to maintain the desired water temperature in the piping in accordance with the times when heated water is used in the occupancy. 4/20/2018 11:16 AM EnergyGauge®USA-FlaRes2017 -FBC 6th Edition(2017)Compliant Page 2 of 5 • MANDATORY REQUIREMENTS - (Continued) R403.5.5 Heat traps(Mandatory). Storage water heaters not equipped with integral heat traps and having vertical pipe risers shall have heat traps installed on both the inlets and outlets.External heat traps shall consist of either a commercially available heat trap or a downward and upward bend of at least 3 Y2 inches(89 mm)in the hot water distribution line and cold water line located as close as possible to the storage tank. R403.5.6 Water heater efficiencies(Mandatory). R403.5.6.1.1 Automatic controls. Service water-heating systems shall be equipped with automatic temperature controls capable of adjustment from the lowest to the highest acceptable temperature settings for the intended use.The minimum temperature setting range shall be from 100'F to 140°F(38°C to 60°C). R403.5.6.1.2 Shut down. A separate switch or a clearly marked circuit breaker shall be provided to permit the power supplied to electric service systems to be turned off.A separate valve shall be provided to permit the energy supplied to the main burner(s)of combustion types of service water-heating systems to be turned off. R403.5.6.2 Water-heating equipment. Water-heating equipment installed in residential units shall meet the minimum efficiencies of Table C404.2 in Chapter 4 of the Florida Building Code,Energy Conservation,Commercial Provisions,for the type of equipment installed.Equipment used to provide heating functions as part of a combination system shall satisfy all stated requirements for the appropriate water-heating category. Solar water heaters shall meet the criteria of Section R403.5.6.2.1. R403.5.6.2.1 Solar water-heating systems. Solar systems for domestic hot water production are rated by the annual solar energy factor of the system. The solar energy factor of a system shall be determined from the Florida Solar Energy Center Directory of Certified Solar Systems.Solar collectors shall be tested in accordance with ISO Standard 9806.Test Methods for Solar Collectors,and SRCC Standard TM-1.Solar Domestic Hot Water System and Component Test Protocol.Collectors in installed solar water-heating systems should meet the following criteria: 1. Be installed with a tilt angle between 10 degrees and 40 degrees of the horizontal:and 2. Be installed at an orientation within 45 degrees of true south. R403.6 Mechanical ventilation(Mandatory). The building shall be provided with ventilation that meets the requirements of the Florida Building Code,Residential,or Florida Building Code,Mechanical,as applicable,or with other approved means of ventilation including: Natural. Infiltration or Mechanical means.Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating. R403.6.1 Whole-house mechanical ventilation system fan efficacyWhen installed to function as a whole-house mechanical ventilation system,fans shall meet the efficacy requirements of Table R403.6.1. Exception: Where whole-house mechanical ventilation fans are integral to tested and listed HVAC equipment they shall be powered by an electronically commutated motor. R403.6.2 Ventilation air. When installed to function as a whole-house mechanical ventilation system,fans shall meet the efficacy requirements of Table R403.6.1. 1. The design air change per hour minimums for residential buildings in ASHRAE 62.2,Ventilation for Acceptable Indoor Air Quality,shall be the maximum rates allowed for residential applications. 2. No ventilation or air-conditioning system make-up air shall be provided to conditioned space from attics.crawlspaces, attached enclosed garages or outdoor spaces adjacent to swimming pools or spas. 3. If ventilation air is drawn from enclosed space(s).then the walls of the space(s)from which air is drawn shall be insulated to a minimum of R-11 and the ceiling shall be insulated to a minimum of R-19.space permitting,or R-10 otherwise. R403.7 Heating and cooling equipment(Mandatory). R403.7.1 Equipment sizing. Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on the equipment loads calculated in accordance with ACCA Manual J or other approved heating and cooling calculation methodologies,based on building loads for the directional orientation of the building.The manufacturer and model number of the outdoor and indoor units(if split system)shall be submitted along with the sensible and total cooling capacities at the design conditions described in Section R302.1. This Code does not allow designer safety factors, provisions for future expansion or other factors that affect equipment sizing.System sizing calculations shall not include loads created by local intermittent mechanical ventilation such as standard kitchen and bathroom exhaust systems. New or replacement heating and cooling equipment shall have an efficiency rating equal to or greater than the minimum required by federal law for the geographic location where the equipment is installed. TABLE R403.6.1 WHOLE-HOUSE MECHANICAL VENTILATION SYSTEM FAN EFFICACY FAN LOCATION AIRFLOW RATE MINIMUM MINIMUM EFFICACY J1 AIRFLOW RATE MAXIMUM (CFM) (CFM/WATT) (CFM) Range hoods Any 2.8 cfm/watt Any In-line fan Any 2.8 cfm/watt Any Bathroom,utility room 10 1.4 cfm/watt <90 Bathroom,utility room 90 2.8 cfm/watt Any For SI: 1 cfm=28.3 L/min. a. When tested in accordance with HVI Standard 916 4/20/2018 11:16 AM EnergyGauge®USA-FlaRes2017 -FBC 6th Edition(2017) Compliant Page 3 of 5 MANDATORY REQUIREMENTS - (Continued) R403.7.1.1 Cooling equipment capacity. Cooling only equipment shall be selected so that its total capacity is not less than the calculated total load but not more than 1.15 times greater than the total load calculated according to the procedure selected in Section 403.7.or the closest available size provided by the manufacturer's product lines.The corresponding latent capacity of the equipment shall not be less than the calculated latent load. The published value for AHRI total capacity is a nominal.rating-test value and shall not be used for equipment sizing.Manufacturer's expanded performance data shall be used to select cooling-only equipment This selection shall be based on the outdoor design dry-bulb temperature for the load calculation(or entering water temperature for water-source equipment).the blower CFM provided by the expanded performance data,the design value for entering wet-bulb temperature and the design value for entering dry-bulb temperature. Design values for entering wet-bulb and dry-bulb temperatures shall be for the indoor dry bulb and relative humidity used for the load calculation and shall be adjusted for return side gains if the return duct(s)is installed in an unconditioned space. Exceptions: 1. Attached single-and multiple-family residential equipment sizing may be selected so that its cooling capacity is less than the calculated total sensible load but not less than 80 percent of that load. 2. When signed and sealed by a Florida-registered engineer,in attached single-and multiple-family units,the capacity of equipment may be sized in accordance with good design practice. R403.7.1.2 Heating equipment capacity. R403.7.1.2.1 Heat pumps. Heat pump sizing shall be based on the cooling requirements as calculated according to Section R403.7 1.1,and the heat pump total cooling capacity shall not be more than 1.15 times greater than the design cooling load even if the design heating load is 1.15 times greater than the design cooling load. R403.7.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design requirements calculated according to the procedure selected in Section R403.7.1. R403.7.1.2.3 Fossil fuel heating equipment. The capacity of fossil fuel heating equipment with natural draft atmospheric burners shall not be less than the design load calculated in accordance with Section R403.7.1. R403.7.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment capacity on an intermittent basis,such as anticipated additional loads caused by major entertainment events,shall have equipment sized or controlled to prevent continuous space cooling or heating within that space by one or more of the following options: 1. A separate cooling or heating system is utilized to provide cooling or heating to the major entertainment areas. 2. A variable capacity system sized for optimum performance during base load periods is utilized. R403.8 Systems serving multiple dwelling units(Mandatory). Systems serving multiple dwelling units shall comply with Sections C403 and C404 of the IECC—Commercial Provisions in lieu of Section R403. R403.9 Snow melt and ice system controls(Mandatory)Snow-and ice-melting systems,supplied through energy service to the building,shall include automatic controls capable of shutting off the system when the pavement temperature is above 50°F(10°C),and no precipitation is falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40°F(4.8°C). R403.10 Pools and permanent spa energy consumption(Mandatory). The energy consumption of pools and permanent spas shall be in accordance with Sections R403.10.1 through R403.10.5. R403.10.1 Heaters. The electric power to heaters shall be controlled by a readily accessible on-off switch that is an integral part of the heater mounted on the exterior of the heater.or external to and within 3 feet(914 mm)of the heater.Operation of such switch shall not change the setting of the heater thermostat.Such switches shall be in addition to a circuit breaker for the power to the heater. Gas-fired heaters shall not be equipped with continuously burning ignition pilots. R403.10.2 Time switches.Time switches or other control methods that can automatically turn off and on according to a preset schedule shall be installed for heaters and pump motors.Heaters and pump motors that have built-in time switches shall be in compliance with this section. Exceptions: 1 Where public health standards require 24-hour pump operation. 2. Pumps that operate solar-and waste-heat-recovery pool heating systems. 3 Where pumps are powered exclusively from on-site renewable generation. R403.10.3 Covers. Outdoor heated swimming pools and outdoor permanent spas shall be equipped with a vapor-retardant cover on or at the water surface or a liquid cover or other means proven to reduce heat loss. Exception: Where more than 70 percent of the energy for heating,computed over an operation season,is from site-recovered energy. such as from a heat pump or solar energy source,covers or other vapor-retardant means shall not be required. R403.10.4 Gas-and oil-fired pool and spa heaters. All gas-and oil-fired pool and spa heaters shall have a minimum thermal efficiency of 82 percent for heaters manufactured on or after April 16,2013,when tested in accordance with ANSI Z 21.56.Pool heaters fired by natural or LP gas shall not have continuously burning pilot lights. 4/20/2018 11:16 AM EnergyGauge®USA-FlaRes2017 -FBC 6th Edition(2017) Compliant Page 4 of 5 • R403.10.5 Heat pump pool heaters. Heat pump pool heaters shall have a minimum COP of 4.0 when tested in accordance with AHRI 1160.Table 2.Standard Rating Conditions-Low Air Temperature.A test report from an independent laboratory is required to verify procedure compliance.Geothermal swimming pool heat pumps are not required to meet this standard. R403.11 Portable spas(Mandatorgt)e energy consumption of electric-powered portable spas shall be controlled by the requirements of APSP-14. SECTION R404 ELECTRICAL POWER AND LIGHTING SYSTEMS R404.1 Lighting equipment(Mandatory). Not less than 75 percent of the lamps in permanently installed lighting fixtures shall be high-efficacy lamps or not less than 75 percent of the permanently installed lighting fixtures shall contain only high-efficacy lamps. Exception:Low-voltage lighting. R404.1.1 Lighting equipment(Mandatory)uel gas lighting systems shall not have continuously burning pilot lights. 4/20/2018 11:16 AM EnergyGauge®USA-FlaRes2017 -FBC 6th Edition(2017) Compliant Page 5 of 5 2017 - AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Mularkey Detached Garage Builder Name: Street: 1719 Beach Ave Permit Office: Atlantic Beach City,State,Zip: Atlantic Beach ,FL. Permit Number. Owner: Jurisdiction: 261100 Design Location: FL,MAYPORT_NS COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA General A continuous air barrier shall be installed in the building envelope. Air-permeable insulation shall The exterior thermal envelope contains a continuous air barrier. not be used as a sealing material. requirements Breaks or joints in the air barrier shall be sealed. The air barrier in any dropped ceiling/soffit shall be aligned with the The insulation in any dropped ceiling/soffit Ceiling/attic insulation and anygaps in the air barrier shall be sealed. 9 P shall be aligned with the air barrier. Access openings,drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. Walls The junction of the foundation and sill plate shall be sealed. Cavities within corners and headers of frame walls shall The junction of the top plate and the top of exterior walls shall be sealed. be insulated by completely filling the cavity with a Knee walls shall be sealed, material having a thermal resistance of R-3 per inch minimum. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier Windows,skylights The space between window/door jambs and framing,and and doors skylights and framing shall be sealed. Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated. Floors The air barrier shall be installed at any exposed edge of insulation. Floor framing cavity insulation shall be installed to (including maintain permanent contact with the underside of above-garage subfloor decking.or floor framing cavity insulation shall and cantilevered floors) be permitted to be in contact with the top side of sheathing,or continuous insulation installed on the underside of floor framing and extends from the bottom to the top of all perimeter floor framing members. Crawl space walls Exposed earth in unvented crawl spaces shall be covered with a Where provided instead of floor insulation,insulation Class I vapor retarder with overlapping joints taped. shall be permanently attached to the crawlspace walls. Shafts,penetrations Duct shafts,utility penetrations,and flue shafts opening to exterior or unconditioned space shall be sealed. Batts in narrow cavities shall be cut to fit.or narrow Narrow cavities cavities shall be filled by insulation that on installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned spaces. Recessed lighting Recessed light fixtures installed in the building thermal envelope shall Recessed light fixtures installed in the building be sealed to the drywall. thermal envelope shall be air tight and IC rated. Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls.or insulation that on installation readily conforms to available space shall extend behind piping and wiring. Shower/tub The air barrier installed at exterior walls adjacent to showers and Exterior walls adjacent to showers and tubs shall be on exterior wall tubs shall separate them from the showers and tubs. insulated. Electrical/phone box on The air barrier shall be installed behind electrical or communication exterior walls boxes or air-sealed boxes shall be installed. HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the sub-floor or drywall. Concealed When required to be sealed,concealed fire sprinklers shall only be sealed sprinklers in a manner that is recommended by the manufacturer.Caulking or other adhesive sealants shall not be used to fill voids between fire sprinkler cover plates and walls or ceilings. a.In addition.inspection of log walls shall be in accordance with the provisions of ICC-400. 4/20/2018 11:16 AM EnergyGauge®USA-FlaRes2017 FBC 6th Edition(2017)Compliant Software Page 1 of 1 /1-e..e/ To cc,rnp/-el-- - £ o . a C a FORM R405-2017 Envelope Leakage Test Report Performance FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Envelope Leakage Test Report Performance Method Project Name: Mularkey Detached Garage Builder Name: Street: 1719 Beach Ave Permit Office: Atlantic Beach City.State,Zip: Atlantic Beach. FL. Permit Number: Jurisdiction: 261100 Design Location: FL,MAYPORT_NS Cond.Floor Area.: 1602 sq.ft. Cond.Volume: 14738 cu ft. Envelope Leakage Test Results Leakage Characteristics Regression Data: C: n: R: Single or Multi Point Test Data Required ACH(50) from I HOUSE PRESSURE FLOW: FORM R405-2017 : 1 1 Pa cfm 2 I Pa cfm Tested ACH(50)'` : 3 1 Pa cfm 4 Pa cfm `Tested leakage must be less than or equal to the required ACH(50)shown on Form R405-2017 for 5 1 Pa cfm this building. If the tested ACH(50)is less than 3 the building must have a mechanical ventilation 6 1 Pa cfm system. R402.4.1.2 Testing.The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 7 air changes per hour in Climate Zones 1 and 2...Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g.(50 Pascals).Testing shall be conducted by either individuals as defined in Section 553.993(5)or(7),Florida Statutes or individuals licensed as set forth in Section 489.105(3)(f),(g),or(i)or an approved third party.A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1.Exterior windows and doors,fireplace and stove doors shall be closed,but not sealed,beyond the intended weatherstripping or other infiltration control measures; 2.Dampers including exhaust,intake,makeup air,backdraft and flue dampers shall be closed,but not sealed beyond intended infiltration control measures: 3.Interior doors.if installed at the time of the test,shall be open; 4.Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed: 5.Heating and cooling systems,if installed at the time of the test.shall be turned off;and 6.Supply and return registers,if installed at the time of the test,shall be fully open. ,,,�r-• -.::a,,;. I hereby certify that the above envelope leakage Testing shall be conducted by either �aO,-1HE 5T9 :, individuals as defined in Section �4v 0. 0" performance results demonstrate compliance 0 with Florida Energy Code requirements in 553.993(5)or(7), Florida Statutes or .,=cam;, ., ' .s+�,,• accordance with Section R402.4.1.2. individuals licensed as set forth in �V ,rr -.::•.:',-1-P.-':::41'. ,; 0 Section 489.105 3 f , `. 'nt 4 i ( ){ ) (g), or(i)or an approved third party. A written report t� ..e, � 1,,,i of the results of the test shall be signed '' ' , SIGNATURE: by the third party conducting the test N t — ' and provided to the code official. •NA, N�s"} PRINTED NAME: ft`"•4...,....,...•-. ". BUILDING OFFICIAL: DATE: DATE: 529 POI V- 4/20/2018 11:16 AM EnergyGauge®USA-FlaRes2017 -Section R405.4.1 Compliant Software Page 1 of 1 Projero ect Summary Job: ct 1 Date: 4/3118 1st Floor By: M.Ellis Energy Design Systems, Inc. 11727 Brady Rd Jacksonville, FL 32223 Phone: 904-268-3670 Fax:904-268-3670 Email eds.jax@gmail.com Pro'ect Information For: Mularkey Detached Garage 1719 Beach Ave,Atlantic Beach, FL Notes: Desi• n Information Weather: Mayport Ns, FL, US Winter Design Conditions Summer Design Conditions Outside db 38 °F Outside db 94 °F Inside db 68 °F Inside db 75 °F Design TD 30 °F Design TD 19 °F Daily range L Relative humidity 50 % Moisture difference 50 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 10673 Btuh Structure 6268 Btuh Ducts 0 Btuh Ducts 0 Btuh Central vent (0 cfm) 0 Btuh Central vent(0 cfm) 0 Btuh (none) (none) Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 10673 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Infiltration Equipment sensible load 6268 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 1 (Average) Structure 1866 Btuh Ducts 0 Btuh Central vent(0 cfm) 0 Btuh Heating Cooling (none) Area(ft2) 801 801 Equipment latent load 1866 Btuh Volume(ft3) 7049 7049 Air changes/hour 0.49 0.22 Equipment total load 8134 Btuh Equiv.AVF(cfm) 58 25 Req. total capacity at 0.78 SHR 0.7 ton Heating Equipment Summary Cooling Equipment Summary Make Carrier Make Carrier Trade Trade Model 38MHRQ09A--3 Cond 38MHRQ09A--3 AHRI ref 10056138 Coil 40MHHQ09--3 AHRI ref 10056138 Efficiency 9 HSPF Efficiency 12.8 EER, 15 SEER Heating input Sensible cooling 6300 Btuh Heating output 9800 Btuh @ 47°F Latent cooling 2700 Btuh Temperature rise 30 °F Total cooling 9000 Btuh Actual air flow 300 cfm Actual air flow 300 cfm Air flow factor 0.028 cfm/Btuh Air flow factor 0.048 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.77 Capacity balance point=41 °F Backup: Input = 3 kW, Output= 10673 Btuh, 100 AFUE Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2018-Apr-2011:26:13 wrightsoft Right-Suite®Universal 2017 17.0.17 RSU17457 Page 1 ey Detached Garage. 1719 Beach Ave.Atl Bch.rup Calc=MJ8 Building Front faces W Project Summary Job: 4 wrightsoft" 1 Summary Date: 4!3/18 2nd Floor By: M.Ellis Energy Design Systems, Inc. 11727 Brady Rd,Jacksonville, FL 32223 Phone: 904-268-3670 Fax:904-268-3670 Email:eds.jax@gmail.corn Pro"ect Information For: Mularkey Detached Garage 1719 Beach Ave,Atlantic Beach, FL Notes: Desi• n Information Weather: Mayport Ns, FL, US Winter Design Conditions Summer Design Conditions Outside db 38 °F Outside db 94 °F Inside db 68 °F Inside db 75 °F Design TD 30 °F Design TD 19 °F Daily range L Relative humidity 50 % Moisture difference 50 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 8627 Btuh Structure 14505 Btuh Ducts 0 Btuh Ducts 0 Btuh Central vent(0 cfm) 0 Btuh Central vent(0 cfm) 0 Btuh (none) (none) Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 8627 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Infiltration Equipment sensible load 14505 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 1 (Average) Structure 1750 Btuh Ducts 0 Btuh Central vent(0 cfm) 0 Btuh Heating Cooling (none) Area(ft2) 801 801 Equipment latent load 1750 Btuh Volume(ft3) 8891 8891 Air changes/hour 0.43 0.19 Equipment total load 16255 Btuh Equiv.AVF (cfm) 63 28 Req. total capacity at 0.78 SHR 1.5 ton Heating Equipment Summary Cooling Equipment Summary Make Bryant Make Bryant Trade BRYANT HEATING AND COOLING SYS... Trade BRYANT HEATING AND COOLING SYS... Model 215BNA0180000A0 Cond 215BNA0180000A0 AHRI ref 9595711 Coil FX4DNF019L AHRI ref 9595711 Efficiency 8.5 HSPF Efficiency 12.5 EER, 15 SEER Heating input Sensible cooling 12460 Btuh Heating output 17800 Btuh @ 47°F Latent cooling 5340 Btuh Temperature rise 27 °F Total cooling 17800 Btuh Actual air flow 593 cfm Actual air flow 593 cfm Air flow factor 0.069 cfm/Btuh Air flow factor 0.041 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.89 Capacity balance point = 20 °F Backup: Input= 3 kW, Output = 8627 Btuh, 100 AFUE Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. W fr 1 Iht501Ft 2018-Apr-20 11 26:13 Q Right-Suite®Universal 2017 17.0.17 RSU17457 CSPage 2 A ey Detached Garage. 1719 Beach Ave.All Bch rup Calc=MJ8 Building Front faces W Manual S Compliance Report °b' - ' wrightsoft' pDate: 4/3/18 1st Floor By: M.Ellis Energy Design Systems, Inc. 11727 Brady Rd,Jacksonville. FL 32223 Phone 904-268-3670 Fax 904-268-3670 Email-eds.lax@gmall com Project Information For: Mularkey Detached Garage 1719 Beach Ave,Atlantic Beach, FL Cooling Equipment Design Conditions Outdoor design DB: 94.4°F Sensible gain: 6268 Btuh Entering coil DB: 75.0°F Outdoor design WB: 77.4°F Latent gain: 1866 Btuh Entering coil WB: 62.5°F Indoor design DB: 75.0°F Total gain: 8134 Btuh Indoor RH: 50% Estimated airflow: 300 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Carrier Model: 38MHRQ09A--3+40MHHQ09-3 Actual airflow: 300 cfm Sensible capacity: 6300 Btuh 101%of load Latent capacity: 2700 Btuh 145%of load Total capacity: 9000 Btuh 111%of load SHR: 70% Heating Equipment Design Conditions Outdoor design DB: 38.1°F Heat loss: 10673 Btuh Entering coil DB: 68.0°F Indoor design DB: 68.0°F Manufacturer's Performance Data atActual Design Conditions Equipment type: Split ASHP Manufacturer: Carrier Model: 38MHRQ09A--3+40MHHQ09-3 Actual airflow: 300 cfm Output capacity: 9800 Btuh 92%of load Capacity balance: 41 °F Supplemental heat required: 873 Btuh Economic balance: -99 °F Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 300 cfm Output capacity: 3.1 kW 100% of load Temp. rise: 50 °F Meets are all requirements of ACCA Manual S. 2018-Apr-20 11:34:17 wrightsoft` Right-Suite®Universal 2017 17 0 17 RSU17457 Page 1 6% ...ey Detached Garage, 1719 Beach Ave.Atl Bch.rup Calc=MJ8 Building Front faces: W Manual S Compliance Report Job: +�- wrightsoft pDate: 413118 2nd Floor By: M.Ellis Energy Design Systems, Inc. 11727 Brady Rd,Jacksonville. FL 32223 Phone: 904-268-3670 Fax.904-2E8-3E70 Email:eds.jax@gmail.com Project Information For: Mularkey Detached Garage 1719 Beach Ave,Atlantic Beach, FL Cooling Equipment Design Conditions Outdoor design DB: 94.4°F Sensible gain: 14505 Btuh Entering coil DB: 75.0°F Outdoor design WB: 77.4°F Latent gain: 1750 Btuh Entering coil WB: 62.5°F Indoor design DB: 75.0°F Total gain: 16255 Btuh Indoor RH: 50% Estimated airflow: 593 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Bryant Model: 215BNA0180000A0+FX4DNF019L Actual airflow: 593 cfm Sensible capacity: 12460 Btuh 86%of load Latent capacity: 5340 Btuh 305%of load Total capacity: 17800 Btuh 110%of load SHR: 70% Heating Equipment Design Conditions Outdoor design DB: 38.1°F Heat loss: 8627 Btuh Entering coil DB: 68.0°F Indoor design DB: 68.0"F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Bryant Model: 215BNA0180000A0+FX4DNF019L Actual airflow: 593 cfm Output capacity: 17800 Btuh 206%of load Capacity balance: 20 °F Supplemental heat required: 0 Btuh Economic balance: -99 °F Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 593 cfm Output capacity: 2.5 kW 100% of load Temp. rise: 50 °F Meets are all requirements of ACCA Manual S. 2018-Apr-20 11:34:17 Cwrightsoft` Right-Suite®Universal 2017 17 0 17 RSU17457 Page 2 ...ey Detached Garage,1719 Beach Ave,Atl Bch.rup Calc=M.18 Building Front races: W N Sheet 1 Stairs 108 cYn Bath 4 " IR • 39 cfm Kitch ett ` 65 c --• 39 cf 606 cfm 4 " 7H eirl 5 " 49cfm 4 " 7 " 14 " -- 78 c " 78 cfm 12 7 " L-1 7 " Studio 78 cfm Job#: Exclusively for the use of: Scale: i : 48 Performed for: Page 1 MularkeyDelached Garage Huxham Heating & Ar Right-Suite®Universa12017 1719 Beach Ave 17 0.17 RSU 1 7457 Allanlic Beach.FL 2018-Apr-20 1134:49 ...age 1719 Beach A'e AllBch rup 4 wrightsoft Duct System Summary Date: 2nd Floor By: Exclusively for the use of: Huxham Heating&Air Project Information For: Mularkey Detached Garage 1719 Beach Ave,Atlantic Beach, FL Heating Cooling External static pressure 0.10 in H2O 0.10 in H2O Pressure losses 0 in H2O 0 in H2O Available static pressure 0.10 in H2O 0.10 in H2O Supply/ return available pressure 0.068/0.032 in H2O 0.068/0.032 in H2O Lowest friction rate 0.062 in/100ft 0.062 in/100ft Actual air flow 600 cfm 600 cfm Total effective length (TEL) 162 ft Supply Branch Detail Table Design Htg Clg Design Diam H x W Duct Actual Ftg.Eqv Name (Btuh) (cfm) (cfm) FR (in) (in) Mat' Ln (ft) Ln (ft) Trunk Bath h 1166 39 39 0.066 5.0 Ox 0 VIFx 13.4 90.0 st1 Bath-A h 1166 39 39 0.065 4.0 Ox 0 VIFx 14.4 90.0 st1 Bath-B h 1166 39 39 0.068 4.0 Ox 0 VIFx 11.1 90.0 st1 Kitchenette c 1924 61 65 0.066 7.0 Ox 0 VIFx 13.9 90.0 st2 Stairs h 3215 108 106 0.062 4.0 Ox 0 VIFx 20.3 90.0 st2 Studio c 2320 78 78 0.089 7.0 Ox 0 VIFx 7.1 70.0 Studio-A c 2320 78 78 0.086 7.0 Ox 0 VIFx 9.2 70.0 Studio-B c 2320 78 78 0.067 7.0 Ox 0 VIFx 11.2 90.0 st2 Studio-C c 2320 78 78 0.067 7.0 Ox 0 VIFx 11.2 90.0 st2 Supply Trunk Detail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st1 Peak AVF 118 116 0.065 338 8.0 0 x 0 VinlFlx st2 Peak AVF 326 327 0.062 417 12.0 0 x 0 VinIFIx Return Branch Detail Table Grille Htg , Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) (ft) FR (fpm) (in) (in) Opening (in) Mati Trunk rb1 Ox 0 600 600 51.3 0.062 561 14.0 Ox 0 VIFx Bold/italic values have been manually overridden 2018-Apr-20 11:34:46 �.:y "fif wrightsoft Right-Suite®Universal 2017 17.0.17 RSU17457 Page 1 'iCK ...ey Detached Garage, 1719 Beach Ave,Atl Bch.rup Calc=MJ8 Building Front faces: W