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791 PARADISE LN - NEW HOME PERMIT s'Anti, RESIDENTIAL PERMIT PERMIT NUMBER ,r)1 r _‘ RES18-0324 CITY OF ATLANTIC BEACH r 800 SEMINOLE ROAD ISSUED: 10/17/2018 'I;�N v ATLANTIC BEACH. FL 32233 EXPIRES: 4/15/2019 MUST CALL INSPECTION PHONE LINE (904) 247-5814 BY 4 PM FOR NEXT DAY INSPECTION. ALL WORK MUST CONFORM TO THE CURRENT 6TH EDITION (2017) OF THE FLORIDA BUILDING CODE, NEC, IPMC, AND CITY OF ATLANTIC BEACH CODE OF ORDINANCES . ALL CONDITIONS OF PERMIT APPLY, PLEASE READ CAREFULLY. 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. JOB ADDRESS: PERMIT TYPE: DESCRIPTION: VALUE OF WORK: 791 PARADISE LN RESIDENTIAL NEW SINGLE NEW SINGLE FAMILY $331201.35 FAMILY RESIDENCE TYPE OF REAL ESTATE ZONING: BUILDING USE SUBDIVISION: CONSTRUCTION: NUMBER: GROUP: 172376 0170 PARADISE PRESERVE COMPANY: ADDRESS: CITY: STATE: ZIP: SPRINGFIELD BUILDERS LLC 13846 ATLANTIC BLVD#204 JACKSONVILLE FL 32225 OWNER: ADDRESS: CITY: STATE: ZIP: SPRINGFIELD BUILDERS LLC 1881 BEACH AVE ATLANTIC BEACH FL 32233 WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. s. . Roll off container company must be on City approved list . Container cannot be placed on City right-of-way. 1 PUBLIC WORKS DRIVEWAY APRON INFORMATIONAL Notes: All concrete driveway aprons must be 5 inches 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 PUBLIC WORKS EROSION CONTROL INSTALLATION INFORMATIONAL Notes: Full erosion control measures must be installed and approved prior to beginning any earth disturbing activities. Contact the Inspection Line(904-247 -5814)to request an Erosion and Sediment Control Inspection prior to start of construction. Issued Date: 10/17/2018 1 of 3 RESIDENTIAL PERMIT PERMIT NUMBER -,,,:- r.,��' CITY OF ATLANTIC BEACH RES18-0324 800 SEMINOLE ROAD ISSUED: 10/17/2018 ,--f_ j ATLANTIC BEACH. FL 32233 EXPIRES: 4/15/2019 3 PUBLIC WORKS ON SITE RUNOFF INFORMATIONAL Notes: All runoff must remain on-site during construction. 4 PUBLIC WORKS ROLL OFF CONTAINER INFORMATIONAL Notes: Roll off container company must be on City approved list(Advanced Disposal,Realco Recycling,Shapells,Inc.,Republic Services,Donovan Dumpsters, Phillips Containers). Container cannot be placed on City right-of-way. 5 PUBLIC WORKS RIGHT OF WAY RESTORATION INFORMATIONAL Notes: Full right-of-way restoration,including sod,is required. 6 PUBLIC WORKS RUNOFF INFORMATIONAL Notes: All runoff must remain on-site. Cannot raise lot elevation. 7 PUBLIC WORKS MAXIMUM DRIVEWAY INFORMATIONAL Notes: Maximum driveway width within the City right-of-way is 20 feet. 8 PUBLIC UTILITIES UNDERGROUND WATER SEWER UTILITIES INFORMATIONAL Notes: Avoid damage to underground water and sewer utilities. Verify vertical and horizontal location of utilities. Hand dig is necessary. If field coordination is needed,call 247-5878. 9 PUBLIC UTILITIES METER BOX SEWER CLEAN OUT INFORMATIONAL Notes: Ensure all meter boxes,sewer cleanouts and valve covers are set to grade and visible. 10 PUBLIC UTILITIES RT1 SEWER CLEANOUT INFORMATIONAL Notes: A sewer cleanout must be installed at the property line. Cleanout must be covered with an RT1 concrete box with metal lid. Cleanout to be set to grade and visible. FEES DESCRIPTION ACCOUNT QUANTITY PAID AMOUNT BUILDING PERMIT 455-0000-322-1000 0 $1176.00 BUILDING PLAN CHECK 455-0000-322-1001 0 $588.00 BUILDING PLAN REVIEW RESUBMITTAL SECOND 455-0000-322-1006 0 $50.00 CROSS CONNECTION 400-0000-343-3701 1 $50.00 PU REVIEW RESIDENTIAL BLDG 001-0000-329-1007 0 $50.00 PW REVIEW BUILDING MOD OR ROW 001-0000-329-1004 0 $25.00 PW REVIEW RESIDENTIAL BLDG 001-0000-329-1004 0 $100.00 SEWER SYSTEM DEVELOPMENT CHARGE 415-0000-324-0301 0.75 $4050.00 STATE DBPR SURCHARGE 455-0000-208-0700 0 $27.21 STATE DCA SURCHARGE 455-0000-208-0600 0 $18.14 Issued Date: 10/17/2018 2 of 3 -ii-''JY:4, RESIDENTIAL PERMIT PERMIT NUMBER 4rs '. � t. s CITY OF ATLANTIC BEACH RES18-0324 ISSUED: 10/17/2018 800 SEMINOLE ROAD `013 � ATLANTIC BEACH. FL 32233 EXPIRES: 4/15/2019 WATER METER ONLY DOMESTIC 400-0000-343-3301 0 $185.00 WATER SYSTEM DEVELOPMENT IMPACT CHARGE 415-0000-324-0301 0.75 $1140.00 ZONING REVIEW SINGLE AND TWO FAMILY USES 001-0000-329-1003 0 $50.00 TOTAL: $7,509.35 Issued Date: 10/17/2018 3 of 3 SyV.I•rirl City of Atlantic Beach APPLICATION NUMBER S Building Department (To be assigned by the Building Department.) 3 ' O �., �� 800 Seminole Road Atlantic Beach, Florida 32233-5445 . I©` •-�fioll Phone(904)247-5826 • Fax(904)247-5845 Q Z 1 C l Q;�isS- E-mail: building-dept@coab.us Date routed: t City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: 79 ` [DA R F\rJ(SC_ L13 Department review required Ye No �Buildir� (� Applicant: 0 (, nning &Zoning—) Tree Administrator Project: ( G L P-FA/y�c (,�J etx6fi-c Work, // is ti i ie', 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 (7(' 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: :UILDIN PLANNING &ZONING Reviewed by: Date: TREE ADMIN. Second Review: Approved as revised. ['Denied. Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Yn Date: 1O"/6-18' FIRE SERVICES Third Review: proved as revised. Denied. I 'Not applicable Comments: Rev. . .— fah_ Pa = i Revised 05/19/2017 Y c f r3covL�lJ'.4440' 11 CITY OF ATLANTIC BEACH ,a s� 800 Seminole Road 75~ iii - Atlantic Beach,Florida 32233 ‘,.__...,r 10}9: REVISION REQUEST/CORRECTIONS TO PLAN REVIEW COMMENTS Date 10}9: Revision to Issued Permit Corrections to Comments(' Permit# Rg5i8-D3Vj Project Address 77 // /oa e is c tet Ar Contractor/Contact Name f 1.4 CL r-D, .4(IS ,r 4,,hi eiNA16--63. LLC Phone c-/O y-,,2.( -07-1-/c- Email , .I,. wt.. - : ave S G)do Mua c Description of Proposed Revision/Corrections: Permit Fee Due i. O.(j• T0 11 _ Cac<<C� Of.i,.4\I IDam Ia1 t 'A-YU-Lk-On:11 1 Tlt-+-t,_5S-5. Gra.fmL pi\ r;1 I 1 Lk- Ski :C S�1pM►551 -% inS4-tack. £c c: eci-- , \ 11 QS 1-\":"0 (1 t 6 r41 ,-,�.` 5)11064,- 1:=. 'N, Additional Increase in Building Value $ Additional S.F. By signing below,I \f\N a$:6 a-"1S affirm the Revision is inclusive of the proposed changes. (printed name) / 19--g-/S Signature of Contractor/Agent(Contractor must sign if increase in valuation) Date (Office Use Only) Approved /J Denied Not Applicable to Department Revision/Plan Review Comments D ment Review Required: nirPlanning & onina_, Reviewed By Tee Administrator Public Works Public Utilities /b -/6_ 3_o, D Public Safety Date Fire Services CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 (904) 247-5800 J:il9r BUILDING REVIEW COMMENTS Date: 9/28/2018 Permit#: RES18-0324 Site Address: 791 PARADISE LN Review Status: denied RE#: 172376 0170 Applicant: SPRINGFIELD BUILDERS LLC Property Owner: SPRINGFIELD BUILDERS LLC Email: RALPH.BUCK.DAVIS@GMAIL.COM Email: Phone: 4046260245 Phone: 4046260245 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: (L,/Proposed minimum finish floor elevation shall be noted on site plan, initialed and dated by contractor. 2 copies. ' '2 1O—/6- O( Building Mike Jones Building Inspector/Plans Examiner City of Atlantic Beach 800 Seminole Road Atlantic Beach, FL 32233 904.247.5 844 Email:mjones@coab.us 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. • „ 'r Jr,' �� ' ''� \sA CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 (904)247-5800 ZONING REVIEW COMMENTS Date: 9/21/2018 Permit#: RES18-0324 Site Address: 791 PARADISE LN Review Status: DENIED RE#: 172376 0170 Applicant: SPRINGFIELD BUILDERS LLC Property Owner: SPRINGFIELD BUILDERS LLC Email: RALPH.BUCK.DAVIS@GMAIL.COM Email: Phone: 4046260245 Phone: 4046260245 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: Floor Plan/Site Plan: The proposed floor plan and site plan are not consistent and appear to be mirror images of each other. Front Setback: The site plan appears to show the front setback being measured from the edge of the sidewalk. Please show all setbacks from property lines. Mechanical Equipment: Section 24-83(c) prohibits A/C and other mechanical equipment within the 5 foot side yard setback when adjacent to the living area of the neighboring property. Please show that this requirement is being met or revise plans accordingly. 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. S Lvfj City of Atlantic Beach �� APPLICATION NUMBER jsBuilding Department (To be assigned by the Building Department.) 800 Seminole Road Atlantic Beach, Florida 322335445 ECEIVE RAS 1©` (T3Z4- Phone(904)247-5826• Fax(904) -5845 EP 2Date routed: 1.E-mail:ma : building-dept@coab.us 2018 City web-site: http://www.coab.us APPLICATION REVBNf-TRACKING FORM Property Address: 1 On R Q(S(-• LX.) Department review required Yes No / Buildi Applicant: R \!L ( - IP 0 fit nning &Zoning] R::\ Tree Administrator Project: QCom) [ toQLE c Ly is Work• s is II ie 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 (,(L' 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. I (Denied. I Not applicable (Circle one.) Comments: BUILDING PLANNING &ZONING Reviewed b Date: cl-bli‘le TREE ADMIN. Second Review: Approved as revised. Denied. [Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: DApproved as revised. ❑Denied. [iNot applicable Comments: Reviewed by: Date: Revised 05/19/2017 SQL.% City of Atlantic Beach APPLICATION NUMBER s ��s� Building Department E^C' , (To be assigned by the Building Department.) " i� 800 Seminole Road l��•�I GG V� I w CT� � !a , �_. ,-r Atlantic Beach, Florida 32233-5445 R 4 -- ` ' Phone(904)247-5826 • Fax(904)247- SEP 21 2018 �-r J�it,-:- E-mail: building-dept@coab.us Date routed: Ci / Z I i( CS City web-site: http://www.coab.us BY:_ t APPLICATION REVIEW AND TRACKING FORM Property Address: I [ P\ R J\�(SC_ LK) Department review required Yes No ) (..--Buildi Applicant: P j=Z k! l ` 111 0 0 nning &Zonin, Tree Administrator Project: ) ` .) L E. P-inc L._y (trr5lic Work-§"j is ti itie Public Safety Fire Services Review fee $ v`D Dept Signature ((,c---) , Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection (.x 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: APPLIC ON STATUS Reviewing Department First Review: pproved. 1 1Denied. Not applicable (Circle one.) Comments: BUILDING , PLANNING & ZONING Reviewed by: e: Q'—Z57-1r TREE ADMIN. Second Review: Approved as revi d. Denied. Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: (Approved as revised. I (Denied. 1 Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 /: City of Atlantic Beach / 1 1E0 PUBLIC UTILITIES DEPARTMENT ;!� 902 Assisi Lane / Jacksonville, FL 32233 t.,�,;! j (904) 247-5834 NEW WATER / SEWER TAP REQUEST Date 9— Z / 0 Service Address 79// ��{,Z,qD/S&- 6.96,,-it Number of Units I Commercial Residential Multi-Family t% New Water Tap(s) & Meter(s) Meter Size(s) 3/47 New Irrigation Meter Upgrade Existing Meter from to (size) New Reclaim Water Meter Size New Connection to City Sewer Applicant Name Billing Address City State Zip Phone Email Applicant Signature CITY STAFF USE ONLY Application # S I 8 - 0 3 2 V Water System Development Charge $ // / Li 0 I Od Sewer System Development Charge $ Li, 0 SO , ('1 Water Meter Only $ I �� on Reclaim Meter Only $ Water Meter Tap $ Sewer Tap $ Cross Connection $ 56 , Other $ TOTAL $ S�� do (Notes) APPROVED , ve .—._, Date 9 — 7-5 — (d9 Public Utilities Director or Authorized Signature ALL TAP REQUESTS MUST BE APPROVED BY THE PUBLIC UTILITIES DEPARTMENT BEFORE FEES CAN BE ASSESSED PERMITTED BUILDING DATA DO NOT WRITE BELOW — OFFICE USE ONLY Applicable Codes: 6th Edition (2017) Florida Building Code DEVELOPMENT SIZE: Habitable Space (ft2) a .7 S 9 Non-Habitable Space (ft') 77 LAND INFORMATION: Zoning District PUD Flood Zone Minimum FFE JO •c(21 BUILDING INFORMATION: Construction Type V1 13 Occupancy Group 5,).?3149 /1Pr'ily hn►„-e_ Number of Stories Max Occupancy Load Fire Sprinklers Required CONDITIONS/ COMMENTS: Rev. 2.7.2018 i0.1.- TREE REMOVAL CALCULATIO . S ;s� k : COPY .s) City of Atlantic Beach j=,. Community Development Department 800 Seminole Road Atlantic Beach, Florida 32233-5445 74,01319r Phone: (904) 247-5826 Fax: (904) 247-5845 Email: Building-Dept@coab.us Permit: TREE18-0038 Applicant: Springfield Builders f'' Address: 13846 Atlantic Blvd#204 Jacksonville FL- Site Address: 791 PARADISE LN Phone: 404-626-0245 RE#: 172376-0170 Email: Ralph.Buck.Davis@gmail.comjolloCIV V t TREE REMOVAL CALCULATIONS REMOVED Legacy(non-oak) Legacy(oak) Oaks Palms Others Total Protected Trees Removed: 0 0 34 24 0 58 Mitigation Needed: 0 0 17 12 0 29 Trees Removed: 3-8"Palm; 16", 18"Oaks MITIGATION Legacy(non-oak) Legacy(oak) Oaks Palms Others Total Credit for Trees Preserved: 0 0 0 . 0 0 0 Credit for Trees Relocated: 0 0 0 0 0 0 Credit for Trees Planted: 16 0 0 8 0 24 Total: 16 0 0 8 0 24 Trees Preserved: None for credit. Trees Relocated: None for credit. Trees Planted: 2-4"Red Maples; 8"Palm *Planted Legacy Tree species receive DOUBLE credit when replacing non-Legacy Trees.The Legacy Tree list includes Bald Cypress; Southern and Eastern Red Cedars; Winged and Florida Elms; Live and Sand Live Oaks; Hickory; Pecan; Pignut Hickory; Loblolly Bay;Southern and Sweetbay Magnolias; Red and Florida Maples;and Tupelo. ADDITIONAL MITIGATION REQUIRED (Mitigation Needed--Total) Legacy(non-oak) Legacy(oak) Oaks Palms Others Total New Trees Planted: 0 0 0 0 0 0 or Payment Into Tree Fund**: $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 or A Combination of the Above** **At least 50%of mitigation must be onsite. Additional Notes: Mitigation is 1 inch preserved or planted for every 2 inches removed. Tree Fund rate is $123.00 per inch. Also removing 4",4-5"Oaks and 2 invasive camphors.Also preserving 10"Pine and 2-12"Oaks.5"of excess mitigation from neighboring lot 891 Paradise Lane is being used for this lot. Status is in accordanc ith the City of Atlantic Beach code of ordinances in effect at the time of application submittal. APPROVED DENIED 0 (%•ta4•••••••••-aTPO ADMINIS RATOR AT S/L T FENCE UNPLATIED PART OF SECTION 18, TWSP 2S, RANGE 29E f nnecl'en s,.enrsi.r. 55.00'(P) Ine nagnt a a Mt Mw.MO.:we*x When UP. 1/2' F.LP. 1/2' 43 Ow to Wendy ea .;,;-+...M t^+ No @ N8936'50"E 54.96'(M) _�NO Ib �' S l'enw,We ier uro ra es e..e .naw.,w be e.b IA. w Jobb&M barb $ mann, I e deli Owl be eked s.b at..�ri I e k "•a n.to the wawa.-.er.+«v.n.beta .d.., } g P o�S rob nau.. eamadm s1oMn wM.. I Drainage ...none,in,m gamut( d'eO s 12 Woo).Sot.ae Flow I U p hZS enRen h wea Ntl1.M the tae roped No M.. $ 9�V,",,c', atiaa+a Orli rot..r.,o9 a foot Tan the wok M the WO. eWM at I a' "VVll�R,Q ar.a be 74.,,,a17,—,....m.a atom dao em s.f. s.f. s.f. s.f s.f,*ad ~I`{h A'0 1 B nM.a.T avr {. yiCq»!mn La lbw kar.welr a.,t»a RM.l,.�, tm fn.s Pine 10.. o w M..nrw-:-.17-,..._—_,>N m.w.>ur..u. N. low le K.,tnon.los ate roe extend MD Ow a . rw yie.n.a o.et wheel may un * . 1 CO+ IM.trdne-enecn late won.. M MOW eV And to mw i.n-..ad 6 ba..of S.rob*5 ere.+ .. Sao no tr.,i.::,.tonne w.not ma*..e•r.to �� !nawn a,..•be aglntl'Tu.,.weave.net MO tro-strenoth Mr_ ere afloat Mp�t a sub uwemM au War Mob le.lto the pootaira ..ee away b • J ) O,� N o o ima b dat be W sod Ow d mgwaa— s.t coo Q �{ ry .tea '"_." `> bogSR esMa low the too On weer oMam.ePnaro Q.• I' ih (J Olt ee.a.n. re-.ger reveal n� o� VACANTal pp 1.9-`' v) mond wow..nut not /er a anent orooand n.e.. I— •T ��, III 33 { of.r�o.nur. .n. n...,m,�nt Wand e.nne rn. ^p to-....nes boon n.::._ - n IIII. I'�� °' CD LI- ..a err..n aben etr.m;1r:x 7.4 hr.).My CD r' re me red Wan It mech.mm.3 Might rr.s.anne ars 2 i'• , !�SU boon or4 Mgr bads-.o•ol to Iron,.rosily ', n`/I ' u) d w m 8 re r..e..e an n emo a Might ee ad ene r a Sabal Palm 5 t, i The r.,..obe MI,RTI.na..v� an..r..munwa i„�0 r it,.� —cN a m 11- -r------, oo t-1AnvF!e4 • (L a Q 12133.wog MON 9 1 1 @$@ 1' Silt Fen I I 1.-' _ S //I.�iya�. I' Draixage --• f{ " t Flow Silt Fence • • I _......, , �,,��'�, ,ak 12" C __.../-:,,--:,". ,,:', i F.I.P. l. 1 I „,..,,_„__11! . .", 1 • NO ID •e1E: APO s a.r T � _ NOD \ `�: 38'0. /` '1, \ 0 PRO/CT MO.•a.tw IL....AL.,r_• ir tii''' — 9 36 50'; f P o: — — rr,OR -.._ - 1• •. . �0.....................ak Q , e•�an.s Light Pole• Sabal Palm 3 .t. Dylt}p DEpii. 11177ht5Ta la. !.171 `/ �i r ■•W 1137.1 tong MI.8..0111. 1111011 gm NOEL °WOW FeJli»nom= C/L PARADI _e.i V `.� MET ORE ; ,;;,e (PRIVATE VARIABLE WIDTH •,,, EROSION & ea�xr ^avrnrti., oa COOPED aOre,R .Raba a«�x.11 n. SEDIMENT CONTROL 8p .,. SILT FENCE 1 — — — — — s s ro e `.on+=`. — - -- -----_-_—J ASPHALT PAbEMENT L-2• S H E [ Ti! I 1 i ' m '1 O• 13 o 0,11 ,• o 0073'10"W 102.00(P) - Ni031'04"W 101.62'(M) TT r 0 - w ..., .,.. li ,..._...„:r, K 4 az 4 I rTl ovi m II'' I� a_,__0111,711.". — •••• . -,...i._ a n 0 c.cis 01 CD 1;,/*** 1 i j,4111111bh„j 7 lov.,_ i _, c:).„ I I -g7-4----- AIL-- - ' %pi. H si i 3 I_� tai R i tom — eI_�1 —— I VA 4"W 101.95N) �,, R 10"W 10200 P o i SCALE:1"=16' / c, 1 11111 REMICNII: " g Lot 25 •1&9C LYLIV`D PLANNING&DESIGN a Inc. PParadise Preserve PHONE(904)476-9692 "Wg Paradise Lane a611 SU24RISEALIVE LANEJACKSONVILLE YYOTJD'A.uzn F?LAlL•.A7raa DPLsuca ecosfCArrairr Atlantic Beach,FL 9Crume6.R6QnuteQRG71 i ---- ♦LA6 Lor L MARANON PRISIIt.7,PARADISE urs All-ANTIC MAW. 4(gi M � n� UNPLATIED PART OF SECTION 18, TWSP 2S, RANGE 29E 55.001P) F.1.o 1/2' N8936 50 E 54.96'(M) NO iv a „2, 1 Drainage r tj ow �`�� iPine 10" ��K �iNs y I I 10 _ 1 . �..' .. 9'-1" i lei �� I 0 Q ii o N L VACANT' i p N co I f ITL. 33 N a� .� os251 u O`t Y 5.11_111 _,_I. ' OO N a at 3S O 00 O t'Om i I^ 1! z z On Site Water Storage is not Required J 2•2 0 o N in Paradise Preserve per Rick Carper In co, m Z. I a .- i '-1@" , I Lot s.f.=5,610 s.f. II I Impervious area=2,391 s.f $ I I --- Drai e ftft i.... .■ml Flow I - I � � _18� Required Fence .ak 12" ,, Per H.O.A, \, •� / F.I.P. 1 — JLP. g2- NO .eea.yr �� — — ID mm�Mn•aww —— Nr7 \ I'?`:.'38'i`E 54.9T(M �- No DESPNED.r•K, `"I'-- . N. = 8936'50E 5.00TP/ MAIN BY• KIR aanCm BY•w. Light Pole• 1 —Required Fence C/L PARADISE LANE SITE I • Dcr 1.1,0,A. i.e seer (PRIVATE VARIABLE WIDTH R/W) PLAN ASPHALT PAVEMENT • L-4 J.�E T /6 1 - P P .23 UNPLA17ED PART OF SECTION 1$ TWSP 25, RANGE 29E u t"o F.LP. M 55.00'(5) 1.P. 1/2' NO Ib it N8936'50 E 54.96'(M) iirl.AO- NO P r•` =`A 7 604"RedMaple(1) 4"Red Maple(t) �gtl aLy olire' '(2,205ef)'50D '1� • � K Pine 10" N 3g Splitleaf Philodendron(9) , 111}� t�� i;,,AZ'sl .I P• ew"r•�is. II °,I II � �N w 1 J o O". VACANT 11,,E.i,,,,, v"i zaLL < o s d_�_ L T25� 33 y J 34 LL --k V I ry4LL t I i/7p NO <:(51 d N N Q 3 3 0 11.I,F11�,_-1 L_L1f.� J m m Q {, 1� OO N N U L O O O I 0 ) ZZ t9 a a a Z Z 0� 3g Walters Viburnum(12) 1 fNIPR 3g Walters Viburnum(14) ,1 a g R Io _ o e �_ --c 3g Podocarpus(6) a 3g Podocarpus(6 I a u ' i 1 i 8"Sabal Palm(1) /-- 4 ' I�. lg Asiatic Jasmine(58 40,..,":!, 1g Boxwood(10) Ig Agapanthus(23) j.k'r.2". I! I DATE: atr » r Required Fence ,;il,I"! {1 3g Giant Apostles I' (3) AtQECr MO..*Ma • PeF.,.P. 1 ' r �. - _ I 3g Giant Apostles Iris(4) �vo■n BY•I.B. Required Fence CRAM 6Y• KIR No—- -__`_ _ :,:.;38'02"E 54.97Z1 _ Per H.O.A.___ CHECKED BY• __ .�� N89 36'50 E 55.00'(P ! (s I sf)SOD "" "' Light Pole. . --- - (I 42 of)SOD —(57 sf)SOD - SHEET ITU LANDSCAPE • C/L PARADISE LANE PLAN (PRIVATE VARIABLE WIDTH R/W) — ASPHALT PAVEMENT I IL—5 S H E E T .iy\.A, City of Atlantic Beach I APPLICATION NUMBER S?;I.•1-•,.., Building Department (To be assigned by the Building Department.) 800 Seminole RoadRE ~� Ire Atlantic Beach, Florida 32233-5445 S I , G_(T 4 "' Phone(904)247-5826 • Fax(904)247-5845 ' �;llor E-mail: building-dept@coab.us Date routed: 7 I C City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: II 1 • kA R�v(S�_ L?D De artment review required Yes No Buildi Applicant: R , x..) _ -- l - 0 0c, rg---Inirig &Zoning PEA Tree Administrator Project: E ( I�C�L� .iy�( LY '•• is Wor s / ' . icltiIie 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 (7(1''' 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 5:%1--e/STATUS Reviewing Department First Review: ❑Approved. /Denied. ❑Not applicable (Circle one.) Comments: F/ r p/cin (f' 'G /� =+ r c, *eh BUILDING 4 � (i, Gr PLANNING &ZONING Se fle,, 2 I - I ? bac � Reviewed by: i:,/--/-7:2= Date: TREE ADMIN. Second Review:/Approved as revised. I (Denied. Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES /� / o PUBLIC SAFETY Reviewed by: i%Z Date: /0—/k-—/k- (a FIRE SERVICES Third Review: ❑Approved as revised. I (Denied. Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 ` • .. CITY OF ATLANTIC BEACH 800 Seminole Road Atlantic Beach,Florida 32233 REVISION REQUEST / CORRECTIONS TO PLAN REVIEW COMMENTS Date / ?-/8 Revision to Issued Permit Corrections to CommentsX Permit# R5-1E3-O37,1 Project Address 77 / / Gra La.At Contractor/Contact Name /utic.. r-Da.Jf cs / 5 fl' IJ I .A ?Ksl. Z C C Phone YO y- Liv -�2 L/ Email �al��,, 644 _ la,V S C�N►a L c Description of Proposed Revision/Corrections: Permit Fee Due $ o Cac<< or:q�n�c� �l�a�p�a� 5 (LAA.��ral �C•{ S s4-5 C�arac,c. �bri1� �� 5 i At1-1%,c S v�p M► 1 t n S J-LCCA 0`C c) (CA- I Additional Increase in Building Value $ - Additional S.F. By signing below,I �` affirm the Revision is inclusive of the proposed changes. (printed name) Signature of Contractor/Agent(Contractor must sign if increase in valuation) Date (Office Use Only) Approved Denied Not Applicable to Department Revision/Plan Review Comments De•artment Review Required: •'Planing &Zoning Reviewed By Tree Au ministrator Public Works Public Utilities (C_ l 8 Public Safety Date Fire Services .f�L`Jr ,s r 4\, ►' OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 (904)247-5800 BUILDING REVIEW COMMENTS Date: 9/28/2018 Permit#:RES18-0324 Site Address:791 PARADISE LN Review Status:denied RE#: 172376 0170 Applicant:SPRINGFIELD BUILDERS LLC Property Owner:SPRINGFIELD BUILDERS LLC Email:RALPH.BUCK.DAVIS@GMAIL.COM Email: Phone:4046260245 Phone:4046260245 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: I.Proposed minimum finish floor elevation shall be noted on site plan,initialed and dated by contractor.2 copies. Building Mike Jones Building Inspector/Plans Examiner City of Atlantic Beach 800 Seminole Road Atlantic Beach,FL 32233 904.247.5844 Email:mjones@coab.us 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. OFFICE COPY iee-;----"\ , a ,,., , / UNPLATTED PART OF SECTION 18, TiVSP 2S, RANGE 29E P F.INO 1i72" 55.00'(P) F.I.P. 1/2" N8936'50"E 54.96'(M) NO ID ry fDrainage Flowti i'l.' Pine \ N 1 o I I 10 1 ,_ ../1.\ „ 1,w I J ,:, ,,, a- IO €'i loa U 1 0 rn� 8 VACANT ! to L., Lo, z n Ill ^3 �a� --Lid:n SP°.-'- i 21J. I 91, 4 4r_t- r)ssi tis3 ct 33 g 1 ,)$ Z Z On Site Water Storage is not Required s a c IN Q 1,„._.„„,__7_,....11 in Paradise Preserve per Rick Carper Pa i n. zz 1�ii' Lot s.f.-5,610 s.f. �I r-+r, �., Impervious area-•2,391 s.E j _�-_ 1 R Drainage -- .��.•�' Flow Required Fence s ak 12" ' i PeE1.Po iA i • ——— — -1-��LP. 1l2 mazer rn.•s..u �� NO ID COMM BY••"• No Ira � f`-:•38' "E 54.97' f .r• rut 8936'50"E 5.00'(P) '7 I BY•... >�E• Light Pole• Required Fence P.e 4.n.A sen nu C/L PARADISE LANE SITE (PRIVATE VARIABLE WIDTH R/W) PLAN ASPHALT PAVEMENT L-4 SHEET � y OFFICE COPY PRODUCT APPROVAL INFORMATION SHEET FOR THE CITY OF ATLANTIC BEACH,FLORIDA Project Name: „Actitc ilcp,tdcc) Permit # /Is/� -U 3o?`' Project Address: '1R Lrkne 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 J.or Y. Category/Subcategory Manufacturer Product Description 1 Limitation of Use State# Local# , A. EXTERIOR DOORS 1. Swinging PCC . 161S%klp 2. Sliding ,%kJe`\cte 1ACM,3 3. Sectional • 4. Roll up C\T OV _ _ 1N1a 5.Automatic 6. Other B.WINDOWS 1. Single hung ‘‘\ \Cr oZQc)` , \act 1n. \ 2. Horizontal slider 3. Casement 4.Double hung 5.Fixed S�l�ler\‘qe aszI1AV1)-2 , 6.Awning 7. Pass-through 8. Projected 9.Mullion 10. Wind breaker 11. Dual action 12. Other Category/Subcategory Manufacturer Product Description Limitation of Use State# Local# C. PANEL WALL 1. Siding Hncr‘‘c IntQl 2. Soffits NA0.3-cV.p that , 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 , 0 szgC Aql I0614.\ 2.Underlayments Ioaii\C0 \bsce‘c`s , I amii1.11 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 11. Wood shingles/shakes 12. Roofing slate 13. Liquid applied roofing 14. Cement-adhesive coats 15. Roof tile adhesive 16. Spray applied polyurethane roof 17. Other Category/Subcategory I Manufacturer Product Description Limitation of Use State# Local# E. SHUTTERS 1.Accordion 2.Bahama 3. Storm panels 4. Colonial 5.Roll-up 6. Equipment 7. Other F. STRUCTURAL COMPONENTS 1. Wood connector/anchor 5MPoo 1 2. Truss plates l 3. Engineered lumber ' V\-D.(10,NV • 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 Manufacturer 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. (Contractor Name) (Print Name) ti),:k.\0h1) ----04‘ i..!a ••)t %wr Company Name: "•)pc.(kgS p\ 1)1)... 6,ec Mailing Address: \'?I't-\ ,A-$1\ c\G \��vd apy City: \\\e State: Vr \ Zip Code: 3 Q qe.25 Telephone Number: ( ) Fax Number: ( ) Cell Phone Number: ( L\ ) (o-OaA 3 E-mail Address: rtIL\ . `CuC Coq\i\ '4)}`\\'C•CXY1 FORM R405-2017 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: PARADISE PRESERVE LOT 25 Builder Name: Marco Heating&Air Inc Street: Permit Office: DUVAL CNTY City,State,Zip: ATLANTIC BEACH,FL,32233 Permit Number: Owner: SPRINGFIELD BUILDERS.LLC Jurisdiction: 261300 Design Location: FL,Jacksonville County: Duval(Florida Climate Zone 2) 1. New construction or existing New(From Plans) 9. Wall Types(2948.0 sqft.) Insulation Area 2. Single family or multiple family Single-family a.Frame Wood,Exterior R=15.0 1328.00 ft2 b. Frame-Wood,Exterior f R=19.0 1260.00 ft2 3. Number of units,if multiple family 1 c. Frame-Wood,Adjacent R=13.0 360.00 ft2 4. Number of Bedrooms 4 d.N/A R= ft2 10.Ceiling Types (1656.0 sqft.) Insulation Area 5. Is this a worst case? No a.Under Attic(Vented) ✓ R=38.0 1434.00 ft2 6. Conditioned floor area above grade(ft2) 2759 b.Under Attic(Vented) R=19.0 166.00 ft2 Conditioned floor area below grade(ft2) 0 c.other(see details) R= 56.00 ft2 2 11.Ducts R ft 7. Windows(430.8 sqft.) Description Area a.Sup:Attic, Ret:Attic,AH:Attic 6 247 a. U-Factor: Tpl,U=0.33 V 430.77 ft2 b.Sup: Attic, Ret:Attic,AH:Attic 6 305 SHGC: SHGC=0.22 b. U-Factor: N/A ft2 12.Cooling systems kBtu/hr Efficiency SHGC: a.Central Unit 17.8 SEER:14.00 b.Central Unit 17.7 SEER:14.00 c. U-Factor: N/A ft2 SHGC: 13.Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft2 a.Electric Heat Pump 17.8 HSPF:8.20 SHGC: b. Electric Heat Pump 17.7 HSPF:8.20 Area Weighted Average Overhang Depth: 4.187 ft. Area Weighted Average SHGC: 0.220 14.Hot water systems a. Electric Cap:50 gallons 8. Floor Types (2760.0 sqft.) Insulation Area EF:0.999 a.Slab-On-Grade Edge Insulation R=0.0 1235.00 ft2 b. Conservation features b.Floor Over Other Space R=0.0 1209.00 ft2 None c.other(see details) R= 316.00 ft2 15.Credits CF, Pstat Total Proposed Modified Loads: 71.81 PASS Glass/Floor Area: 0.156 Total Baseline Loads: 75.27 I hereby certify that the plans and specifications covered by Review of the plans and a;.,-*,--ME STA '..... this calculation are in compliance with the Florida Energy specifications covered by this ti,; ';_i; • FORM R405-2017 INPUT SUMMARY CHECKLIST REPORT PROJECT Title: PARADISE PRESERVE LOT Bedrooms: 4 Address Type: Lot Information Building Type: User Conditioned Area: 2759 Lot# 25 Owner Name: SPRINGFIELD BUILDERS.L Total Stories: 2 Block/Subdivision: PARADISE PRESER #of Units: 1 Worst Case: No PlatBook: Builder Name: Marco Heating&Air Inc Rotate Angle: 0 Street: Permit Office: DUVAL CNTY Cross Ventilation: No County: Duval Jurisdiction: 261300 Whole House Fan: No City,State,Zip: ATLANTIC BEACH, Family Type: Single-family FL, 32233 New/Existing: New(From Plans) Comment: CLIMATE V Design Temp Int Design Temp Heating Design Daily Temp Design Location TMY Site I 97.5% 2.5% Winter Summer Degree Days Moisture Range FL,Jacksonville FL_JACKSONVILLE_INT 32 93 70 75 1281 49 Medium BLOCKS Number Name Area Volume 1 UP 1524 12192 2 DOWN 1235 12350 SPACES Number Name Area Volume Kitchen Occupants Bedrooms Infil ID Finished Cooled Heated 1 MAIN 1235 12350 Yes 0 1 Yes Yes Yes 2 BEDS 1524 12192 No 5 4 1 Yes Yes Yes FLOORS V # Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet 1 Slab-On-Grade Edge Insulatio MAIN 126 ft 0 1235 ft2 ---- 0.3 0.3 0.4 2 Floor over Garage BEDS --- -- 316 ft2 0 0.3 0.3 0.4 3 Floor Over Other Space BEDS ---- ---- 1209 ft2 0 0.3 0.3 0.4 ROOF / Roof Gable Roof Solar SA Emitt Emitt Deck Pitch V # Type Materials Area Area Color Absor. Tested Tested Insul. (deg) 1 Hip Composition shingles 1756 ft2 0 ft2 Medium 0.9 No 0.9 No 0 26.6 ATTIC V # Type Ventilation Vent Ratio(1 in) Area RBS IRCC 1 Full attic Vented 300 1570 ft2 N N 9/19/2018 12:20 PM EnergyGauge®USA Section R405.4.1 Compliant Software Page 2 of 5 FORM R405-2017 INPUT SUMMARY CHECKLIST REPORT CEILING V # Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Under Attic(Vented) MAIN 38 Blown 46 ft2 0.1 Wood 2 Under Attic(Vented) BEDS 38 Blown 1388 ft2 0.1 Wood 3 Under Attic(Vented) BEDS 19 Blown 166 ft2 0.11 Wood 4 Knee Wall(Vented) BEDS 19 Blown 56 ft2 0.11 Wood WALLS VAdjacent Cavity Width Height Sheathing Framing Solar Below 1t Din Tp Wall Type Space R-Value Ft In Ft �n Area R-Val""e Frartion Absor Grade% 1 N Exterior Frame-Wood MAIN 19 39 0 10 0 390.0 ft2 0 0.23 0.01 0 2 E Exterior Frame-Wood MAIN 19 42 0 10 0 420.0 ft2 0 0.23 0.01 0 3 S Exterior Frame-Wood MAIN 19 19 0 10 0 190.0 ft2 0 0.23 0.01 0 4 W Exterior Frame-Wood MAIN 19 26 0 10 0 260.0 ft2 0 0.23 0.01 0 5 W Garage Frame-Wood MAIN 13 16 0 10 0 160.0 ft2 0 0.23 0.01 0 6 S Garage Frame-Wood MAIN 13 20 0 10 0 200.0 ft2 0 0.23 0.01 0 7 N Exterior Frame-Wood BEDS 15 39 0 8 0 312.0 ft2 0 0.23 0.01 0 8 E Exterior Frame-Wood BEDS 15 44 0 8 0 352.0 ft2 0 0.23 0.01 0 9 S Exterior Frame-Wood BEDS 15 39 0 8 0 312.0 ft2 0 0.23 0.01 0 10 W Exterior Frame-Wood BEDS 15 44 0 8 0 352.0 ft2 0 0.23 0.01 0 DOORS V # Omt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 S Insulated MAIN None .35 3 6 8 20 ft2 WINDOWS Orientation shown is the entered, Proposed orientation. Wall Overhang V # Omt ID Frame Panes NFRC U-Factor SHGC Imp Area Depth Separation Int Shade Screening 1 N 1 Vinyl Triple(Clear) Yes 0.33 0.22 N 12.0 ft2 12 ft 0 in 2 ft 0 in None Exterior 5 2 N 1 Vinyl Triple(Clear) Yes 0.33 0.22 N 72.0 ft2 4 ft 0 in 2 ft 0 in None Exterior 5 3 N 1 Vinyl Triple(Clear) Yes 0.33 0.22 N 48.0 ft2 12 ft 0 in 2 ft 0 in None Exterior 5 4 E 2 Vinyl Triple(Clear) Yes 0.33 0.22 N 12.0 ft2 2 ft 0 in 12 ft 0 in None Exterior 5 5 E 2 Vinyl Triple(Clear) Yes 0.33 0.22 N 36.0 ft2 2 ft 0 in 12 ft 0 in None Exterior 5 6 S 3 Vinyl Triple(Clear) Yes 0.33 0.22 N 36.0 ft2 7 ft 6 in 2 ft 0 in None Exterior 5 7 W 4 Vinyl Triple(Clear) Yes 0.33 0.22 N 6.0 ft2 2 ft 0 in 12 ft 0 in None Exterior 5 8 N 7 Vinyl Triple(Clear) Yes 0.33 0.22 N 32.0 ft2 2 ft 0 in 2 ft 0 in None Exterior 5 9 N 7 Vinyl Triple(Clear) Yes 0.33 0.22 N 45.9 ft2 2 ft 0 in 2 ft 0 in None Exterior 5 10 E 8 Vinyl Triple(Clear) Yes 0.33 0.22 N 11.7 ft2 2 ft 0 in 2 ft 0 in None Exterior 5 11 E 8 Vinyl Triple(Clear) Yes 0.33 0.22 N 30.0 ft2 2 ft 0 in 2 ft 0 in None Exterior 5 12 S 9 Vinyl Triple(Clear) Yes 0.33 0.22 N 16.0 ft2 2 ft 0 in 2 ft 0 in None Exterior 5 13 S 9 Vinyl Triple(Clear) Yes 0.33 0.22 N 61.2 ft2 2 ft 0 in 2 ft 0 in None Exterior 5 14 W 10 Vinyl Triple(Clear) Yes 0.33 0.22 N 12.0 ft2 2 ft 0 in 2 ft 0 in None Exterior 5 9/19/2018 12:20 PM EnergyGauge®USA Section R405.4.1 Compliant Software Page 3 of 5 FORM R405-2017 INPUT SUMMARY CHECKLIST REPORT GARAGE ✓ # Floor Area Ceiling Area Exposed Wall Perimeter Avg.Wall Height Exposed Wall Insulation 1 408.04 ft2 408.04 ft2 46 ft 10 ft 1 INFILTRATION # Scope Method SLA CFM 50 ELA EqLA ACH ACH 50 1 Wholehouse Proposed ACH(50) .000396 2863.2 157.19 295.61 .3843 7 HEATING SYSTEM • # System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump/ Split HSPF:8.2 17.8 kBtu/hr 2 sys#1 2 Electric Heat Pump/ Split HSPF:8.2 17.7 kBtu/hr 1 sys#2 COOLING SYSTEM ✓ # System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit/ Split SEER:14 17.8 kBtu/hr cfm 0.7 2 sys#1 2 Central Unit/ Split SEER: 14 17.7 kBtu/hr cfm 0.7 1 sys#2 HOT WATER SYSTEM ✓ # System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None Garage 0.999 50 gal 60.9 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 ON RLF Heat Cool 1 Attic 6 247 ft2 Attic 62 ft2 Default Leakage Attic (Default) (Default) 1 1 2 Attic 6 305 ft2 Attic 76 ft2 Default Leakage Attic (Default) (Default) 2 2 9/19/2018 12:20 PM EnergyGauge®USA Section R405.4.1 Compliant Software Page 4 of 5 FORM R405-2017 INPUT SUMMARY CHECKLIST REPORT TEMPERATURES Programable Thermostat:Y Ceiling Fans: Cooling Jan Feb Mar Apr Ma X Jun X Jul Au X Se Oct Nov Dec HeatingX Jan X Feb X,Mar Apr Ma Jun Jul Au Se ' Oct X Nov X Dec VentinJan Feb X Mar X pr 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 MASS Mass Type Area Thickness Furniture Fraction Space Default(8 lbs/sq.ft. 0 ft2 0 ft 0.3 MAIN Default(8 lbs/sq.ft. ft2 ft 0.3 BEDS Name: Test Rater Signature: Rating Compant: Test Rater Date: 9/19/2018 12:20 PM EnergyGauge®USA Section R405.4.1 Compliant Software Page 5 of 5 2017 EPL DISPLAY CARD J B COPY ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 95 The lower the Energy Performance Index, the more efficient the home. 1. New home or, addition 1. New(From Plans) 12. Ducts,location&insulation level a) Supply ducts R 6.0 2. Single-family or multiple-family 2. Single-family b)Return ducts R 6.0 c)AHU location Attic/Attic 3. No.of units(if multiple-family) 3. 1 4. Number of bedrooms 4. 4 13. Cooling system: Capacity 35.5 a) Split system SEER 14.0 5. Is this a worst case?(yes/no) 5. No b)Single package SEER c)Ground/water source SEER/COP 6. Conditioned floor area(sq.ft.) 6. 2759 d) Room unit/PTAC EER e)Other 7.Windows,type and area a) U-factor:(weighted average) 7a. 0.330 b)Solar Heat Gain Coefficient(SHGC) 7b. 0.220 14. Heating system: Capacity 35.5 c)Area 7c. 430.8 a)Split system heat pump HSPF 8.2 b)Single package heat pump HSPF 8. Skylights c) Electric resistance COP a) U-factor:(weighted average) 8a. NA d)Gas furnace, natural gas AFUE b)Solar Heat Gain Coefficient(SHGC) 8b. NA e)Gas furnace, LPG AFUE f)Other 9. Floor type, insulation level: a) Slab-on-grade(R-value) 9a. 0.0 b)Wood, raised (R-value) 9b. 0.0 15. Water heating system c)Concrete, raised(R-value) 9c. a) Electric resistance EF 1.00 b)Gas fired, natural gas EF 10.Wall type and insulation: c)Gas fired, LPG EF A. Exterior: d)Solar system with tank EF 1.Wood frame(Insulation R-value) 10A1. varies e) Dedicated heat pump with tank EF 2. Masonry(Insulation R-value) 10A2. f) Heat recovery unit HeatRec% B.Adjacent: g)Other 1.Wood frame(Insulation R-value) 10B1. 13.0 2. Masonry(Insulation R-value) 10B2. 16. HVAC credits claimed(Performance Method) 11. Ceiling type and insulation level a)Ceiling fans Yes a) Under attic 11a. varies b)Cross ventilation No b)Single assembly 11b. c)Whole house fan No c) Knee walls/skylight walls 11c. 19.0 d)Multizone cooling credit d) Radiant barrier installed 11d. No e) Multizone heating credit f) Programmable thermostat Yes *Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. I certify that this home has complied with the Florida Building Code, Energy Conservation,through the above energy saving features which wi •- installed (or exce in this home before final inspection. Otherwise,a new EPL display card will be co plet=• based ' s led e compliant features. ._ Builder Signature: Date: 9-73• /s Address of New Home: 791 (4-f--d'k- C4^t- City/FL Zip: ATLANTIC BEACH, FL 32233 9/19/2018 12:20:29 PM EnergyGauge®USA 6.0.02-FlaRes2017 FBC 6th Edition(2017)Compliant Software Page 1 of 1 Florida Building Code, Energy Conservation, 6th Edition (2017) Mandatory Requirements for Residential Performance, Prescriptive and ERI Methods ADDRESS: 3462 CORMORANT COVE DR Permit Number: JACKSONVILLE,FL,32223 MANDATORY REQUIREMENTS See individual code sections for full details. V SECTION R401 GENERAL uf R401.3 Energy Performance Level(EPL)display card(Mandatory). The 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. dR402.4 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. Elf R402.4.1 Building thermal envelofee 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. l71 R402.4.1.1 lnstallation.The components of the building thermal envelope as listed in Table R402.4.1.1 shall be installed in accordance IIIJJJ 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 tumed off. / 6.Supply and retum registers,if installed at the time of the test,shall be fully open. I7t R402.4.2 Fireplaces. New wood-buming fireplaces shall have tight-fitting flue dampers or doors,and outdoor combustion air.Where IUUJ 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 7 fireplace.Where using tight-fitting doors on masonry fireplaces,the doors shall be listed and labeled in accordance with UL 907. rnR402.4.3 Fenestration air leakage Windows,skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 cfm per square foot(1.5 L/s/m2),and swinging doors no more than 0.5 cfm per square foot(2.6 Us/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. 5/9/2018 10:04 AM EnergyGauge®USA -FBC 6th Edition(2017) Compliant Software Page 1 of 5 MANDATORY REQUIREMENTS - (Continued) r/R402.4.4 Rooms containing fuel-burning appliances. In Climate Zones 3 through 8,where open combustion air ducts provide combustion air to Lx...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 Us)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. 03.1 Controls. SECTION R403 SYSTEMS d4 / R403.1.1 Thermostat provision(Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. 0/ 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. EiR403.3.2 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/RESNET/ICC 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 E/Ej-1 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 manufacturer's air 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. RR403.3.5 Building cavities(Mandatory). Building framing cavities shall not be used as ducts or plenums. U‘below Mechanical system piping insulation(Mandatory). Mechanical system piping capable of carrying fluids above 105°F(41°C) ��LLLL--�WW��o below 55°F(13°C)shall be insulated to a minimum of R-3. iR403.4.1 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. 1-2 R403.5.1 Heated water circulation and temperature maintenance systems(Mandatory). Heated 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. 1 ( 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 thermosiphon 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 tum off the pump when the water in the circulation loop is at the desired temperature and / when there is no demand for hot water. rte' R403.5.1.2 Heat trace systems. Electric heat trace systems shall comply with IEEE 515.1 or UL 515.Controls for such systems LLLYYYIII 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. 5/9/2018 10:04 AM EnergyGauge®USA -FBC 6th Edition(2017)Compliant Software Page 2 of 5 ANDATORY REQUIREMENTS - (Continued) R403.5.5 Heat traps(Mandatory). Storage water heaters not equipped with integral heat traps and having vertical pipe risers shall have LLLJJJTJJJ 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%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 Ed 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). 1--1/ 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 LLLll�dd electric service systems to be turned off.A separate valve shall be provided to permit the energy supplied to the main bumer(s)of / combustion types of service water-heating systems to be turned off. ElR403.5.6.2 Water-heating equipment. Water-heating equipment installed in residential units shall meet the minimum efficiencies of L�� 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. CY R403.6.1 Whole-house mechanical ventilation system fan efficacy. When 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 d powered by an electronically commutated motor. R403.6.2 Ventilation air. Residential buildings designed to be operated at a positive indoor pressure or for mechanical ventilation shall meet the following criteria: 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 a AIRFLOW RATE MAXIMUN (CFM) (CFM/WATT) (CFM) Range hoods Any 2.8 cfm/watt Any In-line fan Any 2.8 cfm/watt Any I 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 5/9/2018 10:04 AM EnergyGauge®USA -FBC 6th Edition(2017) Compliant Software Page 3 of 5 M#NDATORY REQUIREMENTS - (Continued) 2 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 manufacturers 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 retum 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. EY R403.7.1.2.2 Electric resistance furnaces. Electric resistance furnaces be sized within 4 kW of the design requirements calculated according to the procedure selected in Section R403.7shall.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. 1=2/ 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 EgC403 and C404 of the IECC—Commercial Provisions in lieu of Section R403. x-71 R403.9 Snow melt and ice system controls(Mandatory) Snow-and ice-melting systems,supplied through energy service to the building, lll,,,111JJJ 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). r�� R403.10 Pools and permanent spa energy consumption(Mandatory). The energy consumption of pools and permanent spas LLLYYU7 shall be in accordance with Sections R403.10.1 through R403.10.5. rr-h R403.10.1 Heaters. The electric power to heaters shall be controlled by a readily accessible on-off switch that is an LLLYYYJJJ 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. fL-yJ1/ 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. 5/9/2018 10:04 AM EnergyGauge®USA -FBC 6th Edition(2017) Compliant Software 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. r R403.11 Portable spas(Mandatory)he energy consumption of electric-powered portable spas shall be controlled by the UUULLLJJJ requirements of APSP-14. SECTION R404 E ECTRICAL 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).Fuel gas lighting systems shall not have continuously burning pilot lights. 5/9/2018 10:04 AM EnergyGauge®USA -FBC 6th Edition(2017) Compliant Software 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: PARADISE PRESERVE LOT 25 Builder Name: Marco Heating&Air Inc Street: Permit Office: DUVAL CNTY City,State,Zip: ATLANTIC BEACH,FL,32233 Permit Number: U Owner: SPRINGFIELD BUILDERS.LLC Jurisdiction: 261300 Design Location: FL,Jacksonville U 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 insulation in any dropped ceiling/soffit Ceiling/attic the insulation and any gaps in the air barrier shall be sealed. 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 The junction of the top plate and the top of exterior walls shall be shall be insulated by completely filling the cavity sealed. with a material having a thermal resistance of R-3 Knee walls shall be sealed. 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 Floor framing cavity insulation shall be installed to (including insulation. maintain permanent contact with the underside of above-garage subfioor decking,or floor framing cavity insulation and cantilevered shall be permitted to be in contact with the top side floors) 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 Where provided instead of floor insulation,insulation�L a Class I vapor retarder with overlapping joints taped. shall be permanently attached to the crawlspace fit' 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 Recessed light fixtures installed in the building shall 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 on exterior wall tubs shall separate them from the showers and tubs. be insulated. Electrical/phone box or 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 sprinklers sealed in a manner that is recommended by the manufacturer. /V)/4"- 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. 9/19/2018 12:20 PM EnergyGauge®USA FBC 6th Edition(2017)Compliant Software Page 1 of 1 ?egv ;rd 4-v Rtc_eiv, a C •0 Envelope Leakage Test Report (Blower Door Test) Residential Prescriptive, Performance or ERI Method Compliance 2017 Florida Building Code, Energy Conservation, 6th Edition Jurisdiction: 261300 Permit#: Job Information Builder: Marco Heating &Air Inc Community: Lot: 25 Address: City: ATLANTIC BEACH State: FL Zip: 32233 Air Leakage Test Results Passing results must meet either the Performance, Prescriptive, or ERI Method 0 PRESCRIPTIVE METHOD-The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 7 air changes per hour at a pressure of 0.2 inch w.g.(50 Pascals)in Climate Zones 1 and 2. 0 PERFORMANCE or ERI METHOD-The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding the selected ACH(50)value, as shown on Form R405-2017(Performance)or R406-2017(ERI),section labeled as infiltration,sub-section ACH50. ACH(50)specified on Form R405-2017-Energy Calc(Performance)or R406-2017(ER1): 7.000 x 60 + 24542 = Method for calculating building volume: CFM(50) Building Volume ACH(50) 0 Retrieved from architectural plans PASS •Code software calculated When ACH(50) is less than 3, Mechanical Ventilation installation O Field measured and calculated must be verified by building department. R402.4.1.2 Testing.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 Statues.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 thecode 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, back draft 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. Testing Company Company Name: Phone: I hereby verify that the above Air Leakage results are in accordance with the 2017 6th Edition Florida Building Code Energy Conservation requirements according to the compliance method selected above. Signature of Tester: Date of Test: Printed Name of Tester: License/Certification #: Issuing Authority: 9/19/2018 12:20:50 PM EnergyGauge®USA 6.0.02-FlaRes2017 FBC 6th Edition(2017)Compliant Software Page 1 of 1 BuildingAnalysis Job: PARADISE PRESERVE LO... + wrightsoftDate: SEP 19,2018 Entire Ho u s e By: MARCO HEATING&AIR Marco Heating & Air Inc Plan: 2759 SO FT 720 Mill Creek Rd,Jacksonville,FL 32211 Phone:904-743-3350 Fax:904-743-4427 License:CAC1815711 Pro'ect Information For: PARADISE PRESERVE LOT 25, SPRINGFIELD BUILDERS. LLC ATLANTIC BEACH, FL 32233 Desi• n Conditions Location: Indoor: Heating Cooling Jacksonville Intl AP, FL, US Indoor temperature(°F) 70 75 Elevation: 33 ft Design TD (°F) 38 18 Latitude: 30°N Relative humidity(%) 30 50 Outdoor: Heating Cooling Moisture difference(gr/lb) 11.0 51.2 Dry bulb(°F) 33 93 Infiltration: Daily range (°F) - 18 ( M ) Method Simplified Wet bulb(°F) - 77 Construction quality Average Wind speed (mph) 15.0 7.5 Fireplaces 0 Heatin• Component Btuh/ft2 Btuh % of load Walls 3.0 7434 23.2 Glazing 12.4 5331 16.6 1Ads acts Doors 14.6 294 0.9 Ceilings 1.0 1531 4.8 Floors 3.7 5873 18.3 rfOn Infiltration 2.1 5392 16.8 Ducts 6181 19.3 Piping 0 0 Humidification 0 0 args Rpprs Ventilation 0 0 Adjustments 0 Total 32036 100.0 Coolin• Component Btu h/ft2 Btuh %of load , Walls 1.7 4195 15.2 Glazing 13.1 5636 20.4 • , hard Gains Doors 11.8 237 0.9 Ceilings 1.4 2192 7.9 Floors 0.1 95 0.3 Infiltration 0.5 1273 4.6 Gan_ Ducts 8425 30.5 Ventilation 0 0 i � Internal gains 5550 20.1 Ctf1e Dins Blower 0 0 p Adjustments 0 �Irion Total 27602 100.0 Latent Cooling Load=9031 Btuh Overall U-value=0.091 Btuh/ft2-°F Data entries checked. wrightsoft 2018-Sep-1911:56:25 Right-Suite®Universal 2018 18.0.25 RSU17889 Page 1 4CCA ...DAVISIPARADISE\LOT 251BUCKY DAVIS 2759 SQFT.rup Calc=MJ8 Front Door faces. S +ie- wrightsoft Right-J® Worksheet Job: PARADISE PRESERVE LOT 25 Entire House Date: SEP 19,2018 By: MARCO HEATING&AIR Marco Heating & Air Inc Plan: 2759 SO FT 720 Mill Creek Rd,Jacksonville,FL 32211 Phone:904-743-3350 Fax:904-743-4427 License:CAC1815711 1 Room name Entire House UP 2 Exposed wall 292.0 ft 166.0 ft 3 Room height 8.9 ft 8.0 ft 4 Room dimensions 5 Room area 2759.0 ft' 1524.0 ft' I I I r I Ty Construction U-value Or HTM Area (ft') Load Area (ft') Load number (Btuh/ft'-°F (Btuh/ft') or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat I Cool Gross I N/P/S Heat I Cool Gross WP/S Heat I Cool • 6 W 12D-Osw 0.086 n 3.23 2.00 312 234 755 467 312 234 755 467 . -G 1F-c3ov 0.330 n 12.38 9.36 32 0 396 300 32 0 396 300 . -G 1F-c3ov 0.330 n 12.38 9.36 46 0 568 430 46 0 568 430 W 12E-Osw 0.068 n 2.55 1.43 390 258 658 370 0 0 0 0 11 --13 1F-c3ov 0.330 n 12.38 9.36 12 0 149 112 0 0 0 0 -13 1F-c3ov 0.330 n 12.38 9.36 72 0 891 674 0 0 0 0 -1; 1F-c3ovd 0.330 n 12.38 9.36 48 0 594 449 0 0 0 0 b12D-Osw 0.086 e 3.23 2.00 352 310 1001 619 352 310 1001 619 1F-c3ov 0.330 e 12.38 24.25 12 0 144 283 12 0 144 283 1F-c3ov 0.330 e 12.38 24.25 30 0 371 727 30 0 371 727 W 12E-Osw 0.068 e 2.55 1.43 420 372 949 534 0 0 0 0 -1' 1F-c3ov 0.330 e 12.38 24.25 12 0 149 291 0 0 0 0 -1' 1F-c3ov 0.330 e 12.38 24.25 36 0 4.46 873 0 0 0 0 V/ 12D-Osw 0.086 s 3.23 2.00 312 235 757 468 312 235 757 468 .--13 1F-c3ov 0.330 s 12.38 9.36 16 16 198 150 16 16 198 150 -<' 1F-c3ov 0.330 s 12.38 9.36 61 61 757 573 61 61 757 573 V612E-Osw 0.068 s 2.55 1.43 190 134 341 192 0 0 0 0 1F-c3ov 0.330 s 12.38 9.36 36 36 446 337 0 0 0 0 11D0 0.390 s 14.62 11.78 20 20 294 237 0 0 0 0 1f12D-Osw 0.086 w 3.23 2.00 352 340 1097 678 352 340 1097 678 -G 1F-c3ov 0.330 w 12.38 24.25 12 0 149 291 12 0 149 291 W 12E-Osw 0.068 w 2.55 1.43 260 254 648 364 0 0 0 0 �f 1F-c3ov 0.330 w 12.38 24.25 6 0 74 145 0 0 0 0 P 12C-Osw 0.091 - 3.41 1.39 360 360 1228 501 0 0 0 0 C 16B-38ad 0.026 - 0.98 1.40 1570 1570 1531 2192 1524 1524 1486 2128 F 19C-19cscp 0.049 - 0.64 0.30 316 316 201 95 316 316 201 95 F 22A-tom 1.180 - 44.25 0.00 1255 128 5672 0 20 2 96 0 c)AED excursion 0 01 6 I Envelope loss/gain 20462 12354 I 79771 7209 12 a) Infiltration 5392 1273 2767 653 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants(4) 230 5 1150 4 920 Appliances/other 4400 2000 Subtotal(lines 6 to 13) 25855 19177 10744 10782 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 25855 19177 10744 10782 15 Duct loads 24% 44% 6181 8425 30% 41% 3235 4410 Total room oad Air requ ri edl(cfm) I I 3101831 21183 I 23 I 1359008 1 15599001 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -r}r- wriyhtsaott 2018-Sep-19 11:56:25 AG-Ca Right-Suite®Universal 2018 18.0.25 RSU17889 Page 1 ...DAVISIPARADISE\LOT 25\BUCKY DAVIS 2759 SOFT.rup Calc=MJ8 Front Door faces: S ` N ( T A W N 07 �. 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N (co T on N o rnoulo(A't000W00000nl000000@00o _. o C R. 3 0 N j N AN W W p (p _ CD CJI CDD(0n app N OD V AL A AAA I�D�AOf ----OD r- 7 C4,1 07=00 O O CT CD (77 CD CT CO A 00 O 00 Op<O CO 00 OA tD 000_ ER _ 7'5+ 0 O NN O W (,.20. pNA(N� 0) - p7(p� (.) N(J- 0)N((CC A O)-W 7 W CO (71(JF 000 (r OO 00 COA0 0 OA-+(ATA OO V VNOOO W�A 000 COAA N 0000 CCD 0 o> c._ 4 d co �7. min p FT - _ — gc. A Q m A Co VE N II Ui N QO 0 2 a r _4m � m CD gn co d m33 a L1 m 55 (D a m N (N71 - - -- f- 0 0 Dv CII Project SummaryJob: PARADISE PRESERVE LO... 4 wrightsoft Date: SEP 19,2018 Entire House By: MARCO HEATING&AIR Marco Heating & Air Inc Plan: 2759 SQ FT 720 Mill Creek Rd,Jacksonville,FL 32211 Phone:904-743-3350 Fax:904-743-4427 License:CAC1815711 Pro'ect Information For: PARADISE PRESERVE LOT 25, SPRINGFIELD BUILDERS. LLC ATLANTIC BEACH, FL 32233 Notes: ORIENTATION-S-FRONT DOOR DOWN 1.5 TON 5KW UP 2.0 TON 5KW Desi• n Information Weather: Jacksonville Intl AP, FL, US Winter Design Conditions Summer Design Conditions Outside db 33 °F Outside db 93 °F Inside db 70 °F Inside db 75 °F Design TD 38 °F Design TD 18 °F Daily range M Relative humidity 50 % Moisture difference 51 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 25855 Btuh Structure 19177 Btuh Ducts 6181 Btuh Ducts 8425 Btuh Central vent(0 cfm) 0 Btuh Central vent(0 cfm) 0 Btuh Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 32036 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Infiltration Equipment sensible load 27602 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Structure 7074 Btuh Ducts 1957 Btuh Central vent(0 cfm) 0 Btuh Heating Cooling Area(ft2) 2753 2759 Equipment latent load 9031 Btuh Volume (ft3) 24540 24540 Air changes/hour 0.32 0.16 Equipment Total Load(Sen+Lat) 36633 Btuh Equiv. AVF(cfm) 131 65 Req.total capacity at 0.70 SHR 3.3 ton Heating Equipment Summary Cooling Equipment Summary Make n/a Make n/a Trade n/a Trade n/a Model n/a Cond n/a AHRI ref n/a Coil n/a AHRI ref n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 °F Total cooling 0 Btuh Actual air flow 0 cfm Actual air flow 0 cfm Air flow factor 0 cfm/Btuh Air flow factor 0 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat n/a Load sensible heat ratio 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -i tit 2018-Sep-19 11:56:52 �- Right-Suitee Universal 2018 18.0.25 RSU17889 Page 1 ACC ...DAVISIPARADISEILOT 251BUCKY DAVIS 2759 SQFT.rup Calc=MJ8 Front Door faces: S Project Summa Job: PARADISE PRESERVE LO... 4111- wrightsoft Date: SEP 19,2018 DOWN By: MARCO HEATING&AIR Marco Heating & Air Inc Plan: 2759 SQ FT 720 Mill Creek Rd,Jacksonville,FL 32211 Phone:904-743-3350 Fax:904-743-4427 License:CAC1815711 Pro-ect Information For: PARADISE PRESERVE LOT 25, SPRINGFIELD BUILDERS. LLC ATLANTIC BEACH, FL 32233 Notes: ORIENTATION-S-FRONT DOOR DOWN 1.5 TON 5KW UP 2.0 TON 5KW Desi• n Information Weather: Jacksonville Intl AP, FL, US Winter Design Conditions Summer Design Conditions Outside db 33 °F Outside db 93 °F Inside db 70 °F Inside db 75 °F Design TD 38 °F Design TD 18 °F Daily range M Relative humidity 50 % Moisture difference 51 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 15111 Btuh Structure 8395 Btuh Ducts 2946 Btuh Ducts 4015 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 18057 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Infiltration Equipment sensible Toad 12409 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Structure 3107 Btuh Ducts 931 Btuh Central vent(0 cfm) 0 Btuh Heating Cooling (none) Area(ft2) 1235 1235 Equipment latent IQad 4038 Btuh Volume (1t3) 12348 12348 Air changes/hour 0.31 0.15 Equipment Total Load(Sen+Lat) jtuh Equiv.AVF(cfm) 64 32 Req. total capacity at 0.70 SHR 1.5 ton Heating Equipment Summary Cooling Equipment Summary Make Carrier Make Carrier Trade 14 SEER HP Trade 14 SEER HP Model 25HCE418A00300 Cond 25HCE418A00300 AHRI ref 9671302 Coil FB4CNP018L AHRI ref 9671302 Efficiency 8.2 HSPF Efficiency 11.5 EER, 14 SEER Heating input Sensible cooling 12460 Btuh Heating output 17600 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 0.033 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 0.75 Capacity balance point=34°F Backup: Input= 5 kW, Output= 16971 Btuh, 100 AFUE Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -Pik wrightsaft 2018-Sep-19 11:56:52 - • - Right-Suite®Universal 2018 18.0.25 RSU17889 Page 2 ACL ...DAVISIPARADISE\LOT 251BUCKY DAVIS 2759 SQFT.rup Calc=MJ8 Front Door faces: S Project SummaryJob: PARADISE PRESERVE LO... 4 wrightsoftDate: SEP 19,2018 U P By: MARCO HEATING&AIR Marco Heating & Air Inc Plan: 2759 SQ FT 720 Mill Creek Rd,Jacksonville,FL 32211 Phone:904-743-3350 Fax:904-743-4427 License:CAC1815711 Pro'ect Information For: PARADISE PRESERVE LOT 25, SPRINGFIELD BUILDERS. LLC ATLANTIC BEACH, FL 32233 Notes: ORIENTATION-S-FRONT DOOR DOWN 1.5 TON 5KW UP 2.0 TON 5KW Desi• n Information Weather: Jacksonville Intl AP, FL, US Winter Design Conditions Summer Design Conditions Outside db 33 °F Outside db 93 °F Inside db 70 °F Inside db 75 °F Design TD 38 °F Design TD 18 °F Daily range M Relative humidity 50 % Moisture difference 51 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 10744 Btuh Structure 10782 Btuh Ducts 3235 Btuh Ducts 4410 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 13978 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Infiltration Equipment sensible load 15193 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Structure 3967 Btuh Ducts 1027 Btuh Central vent(0 cfm) 0 Btuh Heating Cooling (none) Area(ft2) 1524 1524 Equipment latent load. :9' :tuh Volume(113) 12192 12192 Air changes/hour 0.33 0.17 Eauipment TotaLLoad(Sen+Lat) C20186)Btuh Equiv.AVF (cfm) 67 34 Req.total capacity at 0.70 SHR 1.8 ton Heating Equipment Summary Cooling Equipment Summary Make Carrier Make Carrier Trade CARRIER Trade CARRIER Model 25HCE418C00300 Cond 25HCE418C00300 AHRI ref 9157833 Coil FB4CNP018L AHRI ref 9157833 Efficiency 8.2 HSPF Efficiency 11.5 EER, 14 SEER Heating input Sensible cooling 12390 Btuh Heating output 17200 Btuh @ 47°F Latent cooling 5310 Btuh Temperature rise 27 °F Total cooling 17700 Btuh Actual air flow 590 cfm Actual air flow 590 cfm Air flow factor 0.042 cfm/Btuh Air flow factor 0.039 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.75 Capacity balance point=29°F Backup: Input=4 kW, Output= 14079 Btuh, 100 AFUE Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wright aft• 2018-Sep-19 11:56:52 Right-Suite®Universal 2018 18.0.25 RSU17889 Page 3 AC ...DAVIS\PARADISE\LOT 251BUCKY DAVIS 2759 SOFT.rup Calc=MJ8 Front Door faces: S Manual S Compliance Report Job: PARADISE PRESERVE LO... - - wrightsoft p p Date: SEP 19,2018 DOWN By: MARCO HEATING&AIR Marco Heating & Air Inc Plan: 2759 SO FT 720 Mill Creek Rd,Jacksonville,FL 32211 Phone:904-743-3350 Fax:904-743-4427 License:CAC1815711 Project Information For: PARADISE PRESERVE LOT 25, SPRINGFIELD BUILDERS. LLC ATLANTIC BEACH, FL 32233 Cooling Equipment Design Conditions Outdoor design DB: 92.7°F Sensible gain: 12409 Btuh Entering coil DB: 78.0°F Outdoor design WB: 77.1°F Latent gain: 4038 Btuh Entering coil WB: 64.0°F Indoor design DB: 75.0°F Total gain: 16447 Btuh Indoor RH: 50% Estimated airflow: 593 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Carrier Model: 25HCE418A00300+FB4CNP018L Actual airflow: 593 cfm Sensible capacity: 12460 Btuh 100%of load Latent capacity: 5340 Btuh 132%of load Total capacity: 17800 Btuh 108%of load SHR: 70% Heating Equipment Design Conditions Outdoor design DB: 32.5°F Heat loss: 18057 Btuh Entering coil DB: 68.5°F Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Carrier Model: 25HCE418A00300+FB4CNP018L Actual airflow: 593 cfm Output capacity: 13904 Btuh 77%of load Capacity balance: 34 °F Supplemental heat required: 4153 Btuh Economic balance: -99 °F Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 593 cfm Output capacity: 5.0 kW 94%of load Temp. rise: 50 °F Meets all requirements of ACCA Manual S. wrightsoft 2018-Sep-19 11:56:52 �K Right-Suite®Universal 2018 18.0.25 RSU17889 Page 1 ACL.DAVIS\PARADISEI ... LOT 25\BUCKY DAVIS 2759 SOFT.rup Calc=MJ8 Front Door faces: S S Compliance Report Job: PARADISE PRESERVE LO... Manualom + - wrightsoftPDate: SEP 19,2018 UP By: MARCO HEATING&AIR Marco Heating & Air Inc Plan: 2759 SQ FT 720 Mill Creek Rd,Jacksonville,FL 32211 Phone:904-743-3350 Fax:904-743-4427 License:CAC1815711 Project Information For: PARADISE PRESERVE LOT 25, SPRINGFIELD BUILDERS. LLC ATLANTIC BEACH, FL 32233 Cooling Equipment Design Conditions Outdoor design DB: 92.7°F Sensible gain: 15193 Btuh Entering coil DB: 78.3°F Outdoor design WB: 77.1°F Latent gain: 4993 Btuh ✓ Entering coil WB: 64.1°F Indoor design DB: 75.0°F Total gain: 20186 Btuh Indoor RH: 50% Estimated airflow: 590 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Carrier Model: 25HCE418C00300+FB4CNP018L Actual airflow: 590 cfm Sensible capacity: 15540 Btuh 102%of load Latent capacity: 6660 Btuh 133%of load Total capacity: 22200 Btuh 110%of load SHR: 70% Heating Equipment Design Conditions Outdoor design DB: 32.5°F Heat loss: 13978 Btuh Entering coil DB: 68.4°F Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Carrier Model: 25HCE418C00300+FB4CNP018L Actual airflow: 590 cfm Output capacity: 17200 Btuh 123% of load Capacity balance: 29 °F Supplemental heat required: 0 Btuh Economic balance: -99 °F Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 590 cfm Output capacity: 4.1 kW 101% of load Temp. rise: 50 °F Meets all requirements of ACCA Manual S. wrightsoft' 2018-Sep-19 11:56:52 `` Right-Suite®Universal 2018 18.0.25 RSU17889 Paget ,C ...DAVISIPARADISEILOT 251BUCKY DAVIS 2759 SQFT.rup Calc=MJ8 Front Door faces: S SPRINGFIELD BUILDERS PLAN: CUSTOM 2759 SF LOT#: 25 SUBDIVISION: PARADISE PRESERVE CARRIER _1.5_TON HEAT PUMP SYSTEM SEER: 14 HSPF: 8.2 CARRIER 2.0 TON HEAT PUMP SYSTEM SEER: 14 HSPF: 8.2 DESIGN COOL BTUH: 42000 AVAILABLE STATIC PRESSURE: 1.1 TOTAL CFM: 1935 TOTAL EFFECTIVE LENGTH: 295 PERFORMANCE METHOD: DUCT MATERIAL: R6 VINYL FLEX SUPPLY BRANCH DETAIL TABLE ROOM NAME COOLING CFM BRANCH SIZE LINEAR FT DUCT MATERIAL LOFT 165 CFM 7" 10' VINYL FLEX DINING 165 CFM 7" 15' VINYL FLEX LIVING ROOM (2) 200 CFM (2) 8" 40' VINYL FLEX KITCHEN 165 CFM 7" 12' VINYL FLEX BATH 3 35 CFM 4" 19' VINYL FLEX LAUNDRY 35 CFM 4" 22' VINYL FLEX BR 4 165 CFM 7" 12' VINYL FLEX BR 4 WIC 35 CFM 4" 12' VINYL FLEX BATH 4 35 CFM 4" 15' VINYL FLEX BR3 165 CFM 7" 20' VINYL FLEX BATH 2 35 CFM 4" 15' VINYL FLEX BR2 165 CFM 7" 15' VINYL FLEX MBR (2) 100 CFM (6) 6" 32' VINYL FLEX MBA 100 CFM 6" 20' VINYL FLEX MBR WIC 35 CFM 4" 15' VINYL FLEX MBA TOILET 35 CFM 4" 21' VINYL FLEX TOTALS 1935 CFM 295 LN (FT) SUPPLY TRUNK DETAIL TABLE LOCATION DESIGN BTUH TRUNK SIZE DUCT MATERIAL FROM UNIT TO 1ST DISTR BOX 12202 10" VINYL FLEX FROM UNIT TO 1ST DISTR BOX 21054 14" VINYL FLEX 1 , , . uv „pH. _.....,........ p_ 8'WIDE SOFFT.ABV n I I COVERED PORCH 1 11 le,-Cr I 1 1 LINE/ OF 8 / I FLOOR ABODE I 6-3 0. 5 6' 3 8}1" / 34° 3'i" 3'4^ 4.j//• I I I 130405+ 160WFREN 1 ! 30605+ 90605+ 30605H 30605H lir AFF IIOPi FRENCH DRS ! 0 96"AFF 96"AF 96•AFF 96•AFF OHC. I I O.H.C. r J 1 L---1 ev i I i A/C HANDi.ER(5) 51NF L.5.Th... I I ( Y.m AND 4"COCA PAC KITCHEN I ! 2I -FINAL LOCATION ! BY OTHEF.5— 10-0"aG y I ! ! ool a II 1 6-4k 7-0' 7�-f— 26'0 i 2-,i. 4'35 SLAW, __ I tABs l II DINING � LING R`►� O p3n 1! �N _ I tI10-0'CLG i ICY.0 CLG Oi 0 6 III /2 WALL le ! 53 '4; I oELOw I I 411 4I — r 2.3y •d / ! I •, I WACLx 36B20PNG , 4- g.q" 4.44 5-114• 2 / 17.111 toi5tOPZ liZ: a'i'l ,n , f + P.�Sy , �/ 'lO�" in z i� 14 ' O II or g - i 0 g ?AN . T_1 _ JIT O ' � i I ! I I f00 CLG I 1 1 I I jI ASE 55H I 1 5i1""T` I I , ts 7--I RA . , J § 7-c/2 -.J 3.5° �'-01 IA I� WIG in ,, yy pryer i Ip Orf!PLINK.' N "1/V co I ff I Allititi � s — 5062 a> ■ r �1 y "1. 2 CAR GARAGE FOYER u „L.3..--.:"1-:' I -U I BEDROOM N 6 C' ..3-7 CLC' — • —I'- 1 LINE OF 2ND FL ABv _ J ;nti 30605++ 306051+ 96'AFF96•AFF , 3-3'/ 3'S” 4'4" 5-6` 4•-4° I --ct tI ICY � I i I TO I I ! 1c-0CLG.51EP Ir 5Q COI LLCANTILEVERED ROOF ABv LCren Z? I 12'WIDE SOFFIT A8V io I N I I 2" • cren 1 1'.0" '-0*1 6.6' / e ,0-2' 8.6' I ir-r r r LINE OF PORCH BELOW • ) I I f ! 4040 FX 3.020 Fa 096"AFFINSMJBAR 069A- W50 5-I 3050 5H 30505H �� ` `� gt 96"AFF 096'.AF7 096..0=K 5 5t+ - NHE.A) ;, ` F ='_'= LINEN i u'cii L 4...3- ,. 6 •.'TROLSIN KID WIG A` z �tl2 9-0"CLG � ,k 9-0"CLG ,.T 5'-6'x+9.5. N. a (— OP!TRAY TO+a-0' —1 N.,-)L1,„_ 2-8'—#---5-4" 64 I GL51C MR AN 01 v�� 42'+R WALL BE�.OaW M.BATH Q' 9'-0"CLG co 4 MASTER BEDROOM 'STACK i 0 ..+ 6 9-0'CLG 9-3'zuau � G1Y� ' 41010119 Illr , ' Woe Nal r I I ••••--roam+_.,,10, 01 r 7yi 7.-iAii• IW.02171 is In:.!7, 0 ,4VALPE°5K' ',1 A•,0FA 9.0"CLG --Z.I!i:.'.-.n4.> darAlAiuglmll"-,-1,Il4116l:l..sN'-1"I1A1N'-LIII'1.I- Vii•— MIMI 1 ' /BUtLT-IN IIF a 1i LC UNEN W�/ 7SIV if• c�+�. n'f� FF 14�'' '�j .�_ 842 947 CLG 7171 aa[� illft111110,1111 iii .. [BEng I Lr---1, "-- Laloi 111111 K7.7-li �iliiiiiii . - - LAUNDRY a'- z,',,, IN MI N,' lift FLOOR GRAIN ii, ' r.,Ti �• STUB, Ly ,,: if'/ 'S�IOWER - i 2030 NICHE [ l.?"."' \s / 7- BEDROOM 2 -K r H , °` m �� .� dU a BEDROOM B w��iii ±Inommuffir,..,.....„. ....L.,vimir 20305H Imoommor . Oa4".AFF I � : i I jyyp'�,5�y0;sr = ! x - V OT AFF ,84,',it ———__—.�. I I 84"AFF '84'AFF I I a I CANTILEVER ) ROOF AN— I CAN^EVE LR — L—IT GARAGE WALL BELOW TIE ROOF AN II III �__- - -- - - — �I CANTILEVER ROOF AN I- I I I INE OF PORCH BELOW 4-4" / 3'-6" —./ L 4 —#--- "._3 —y' 8-2` f— 3''3` / 4'4` 3 '._ 4'-4" .... Job:18-078369 OFFICE COPYLabel: BM4-i154 Will Member Type: Beam I Level: 1st Floor MiTek SAPPHIRE"'Structure Version 8.2.0.246.Update7 Page: 1 of 3 Designed by Single Member Design Engine Date: 08/14/2018 14:16:10 MiTek* Member: 2 -1 3/4"x 16"2.0E Microllam®LVL Status: Design Passed 1 /\ J, J, J, J J, 4 14. J. J, q J. J1 J, q J, Y J. 1 U Y i t t J. I .i = I i J J, J, J. J J, J 1\/ .J 1 J b J, 4, Jr I 1 2/ / 08 19-05-01 15.08 20-04-01 1 Graphical Illustration-Not To Scale Member Cut Length-27-4 1/16" MemberPitch-0/12 Design Information: Building Code IRC2015 Floor Dead Load 10.0 Ib/ft' Roof Dead Load: 7.0 lb/ft' Ground Snow Load 0.0 Ib/ft' Design Methodology ASD Floor Live Load 40.0 lb/ft' Roof Live Load. 20.0 Ib/ft. Unbraced Length Top: 0' Bottom: 11'-8 1/2" AS Design Results: -,s i...., .,. .,. 1., Location Design Control Result LDF Load Combination Critical Moment(Pos) 17-4 1/2" 19900.17 lb ft 38907.79 lb ft Passed-51% 1.25 D+Lr Critical Moment(Neg) 0.00 lb ft 0.001bft Critical Moment(Neg) 0.00 lb ft 0.00 lb ft Critical Shear 18'-69/16" 3864.85 lb 13300.00 lb Passed-29% 1.25 D+Lr Live Load Deflection 10'-9" 0'-5/16" 0'-3/4"(1/360) Passed-U785 - 0.75(L+Lr+0.6W) Total Load Deflection 10'-93/8" 0'-9/16" 0'-1"(11240) Passed-L/407 - D+0.75(L+Lr+0.6W) Max.Reaction Suocorted Mt( Supporting Mtl 0'-41/2" 2885.701b 15421.891b 16843.771b Passed-19% 1.25 D+0.75(L+Lr) 19'-11 9/16" 5781.48 Ib 15423.40lb 16845.531b Passed-37% 1.25 D+0.75(L+Lr) 19'-11 9/16" -331.02 lb 15423.401b - Passed-2% 1.60 0.6D+0.6W Design Notes: *Member design assumed proper ply to ply connection. Verify connection between plies according to code specification Loading ‘,,A0.41, 6,: 'gym 4 ' 1 4 .. .-,A..4 ''0,0,#,11. 1".#;:"-::'1^ Maximum Load Magnitudes Tyoe Start End Source Dead Floor Live Roof Live Snow Self Weight 0' 20'-41/16" Self Weight 16 Ib/ft - - - Uniform 0' 12'-2" FC1 Floor Material 16 lb/ft 65 lb/ft - - Uniform 0'-31/2" 12'-2" FC1 Floor Material 8 lb/ft - - - Uniform 4'-3/4" 5'-43/4" FC1 Floor Material - - 31 lb/ft - Uniform 11'-10 1/2" 20-4 1/16" W49(i125) 118 lb/ft - - - Uniform 17-3/4" 17-43/4" W49(1125) - - 2081b/ft - Uniform 12'-2" 19'-10 9/16" FC1 Floor Material 9 lb/ft 35 Ib/ft - - Uniform 14'-3/4" 15'-43/4" W49(i125) 207 lb/ft - 352 lb/ft - Uniform 16-3/4" 17'-4 3/4" W49(i 125) 55 lb/ft - 212 lb/ft - Uniform 17-3/4" 17-4 3/4" W49(1125) 131 lb/ft - 201 1b/ft - Point 0'-1 3/4" 0'-1 3/4" W31(i39) 389.00 lb - 236.00/-65.00 lb - Point 4'-8 3/4" 4'-83/4" FC1 Floor Material - - -28.00 lb - Point 6'-83/4" 7-83/4" FC1 Floor Material - - -16.00 lb - Point 7-83/4" 8'-83/4" FC1 Floor Material - - -19.00 lb - Point 17-8 3/4" 10'-83/4" FC1 Floor Material - - -20.001b - Point 12'-5 3/8" 17-53/8" - 1066.00/-11.00 Ib 153.00 lb 1013.00/-690.00 lb - Point 14'-2 3/4" 14'-23/4" H01(c01) 71.00 lb - 104.00 lb - Point 14'-83/4" 14'-8 3/4" W49(1125) - - - - Point 16'-2 3/4" 16'-2 3/4" H01(c02) 70.00 lb - 100.00 lb - Point 16'-8 3/4" 16'-83/4" W49(i125) - - -184.00 lb - Point 17-103/4" 17-103/4" H01(c03) 88.00 Ib - 158.001b - Point 18'-8 3/4" 18'-8 3/4" W49(i125) - - - - Point 20'-31/4" 20'-31/4" W49(i125) 627.00 lb 377.00 lb 728.00 lb - pesegv SupDort Information: i 4�r;,m . Maximum Analysis Reactions Support Start End Source Dead Floor Live Roof Live Snow 1 0' 0'-51/2" W45(i52) 1568.00 lb 663.00 lb 1096.00/-419.00 lb - 2 19'-109/16" 20'-41/16" W24021) 3033.00 lb 941.00 lb 2722.00/-620.00 lb - ra Errors.Warnings & Notes: ' v •,.-: Eg yr , "- Or''''�.. f-. _ i -Transfer reactions may differ from design results as allowed per building codes and standard load distribution practices. -This report is based on modeled conditions input by the user.Actual field conditions may differ from those shown. These results should be reviewed by a qualified design professional. ......a_lel Job: 18-079369 . Member Type: Beam Level: 1stFloor MiTek SAPPHIRETM Structurere VersiBM4-i154 8.2.0.246.Update7 Page: 2 of 3 M ITPr Designed by Single Member Design Engine Date:08/14/2018 14:16:10 Member: 2 -1 3/4"x 16"2.0E Microllam®LVL Status: Design Passed *CAUTION:The maximum net analysis reaction exceeds the user-defined maximum uplift value at one or more supports. *The dead loads used in the design of this member were applied to the structure as projected dead loads. *The member graphic,dimensions,and locations shown on this report are based on the centerline of the member. *Analysis and Design has been performed using precision loading from actual modeled conditions. Some loads may have been modified to simplify reporting. -Transfer reactions may differ from design results as allowed per building codes and standard load distribution practices. -This report is based on modeled conditions input by the user.Actual field conditions may differ from those shown. These results should be reviewed by a qualified design professional. ..a • Label: BM5-i156 1111 Member Type: Beam Level: 1st Floor MiTek SAPPHIREN Structure Version 8.2.0.246.Update7 Page: 3 of 3 r Job: 18-079369 Designed by Single Member Design Engine Date: 08/14/2018 14:16:13 MiTek Member: 2 -1 3/4"x 16"2.0E Microllam®LVL Status: Design Passed v v 417 i.7 1v I v I v I �J, 1 Iv I I \\\ \\\NI 1 / 2 / 10-00 19-09-00 , 1-0108 21-08-08 t Graphical Illustration-Not To Scale Member Cut Length-21'-81/2" MemberPitch-0/12 Design Information: T,. '74 ;`' x A Building Code IRC2015 Floor Dead Load 10.0 Ib/ft' Roof Dead Load 7.0 lb/ft' Ground Snow Load: 0.0 lb/ft. Design Methodology: ASD Floor Live Load: 40.0 lb/ft' Roof Live Load: 20.0 Ib/Ft" Unbraced Length Top: 0' Bottan: 1'-81/2" Design Results: r•:,` ,414111f140571 ' s _-k i., ,, ,i , :< ,,, `. / Location Design Control Scut La Load Combination Critical Moment(Pos) 9'-10 1/4" 25420.61 Ib ft 31126.23 lb ft Passed-82% 1.00 D+L Critical Moment(Neg) 0.001b ft 0.00 lb ft Critical Moment(Neg) 0.001b ft 0.00 lb ft Critical Shear 2'-2" 523424 lb 10640.00 lb Passed-49% 1.00 D+L Live Load Deflection 10'-6 3/16" 0-5/8" 0'-3/4"(L/360) Passed-1)393 - L Total Load Deflection 10'-53/4" 0-13/16" 0'-1"(L/240) Passed-L/301 - D+L Max.Reaction Supported Mt( Supporting Mtl 0'-9" 5484.63 lb 26253.1710 30628.7010 Passed-21% 1.00 D+L 20'-8" 4673.25 lb 35437.32 lb 41343.54 lb Passed-13% 1.00 D+L Design Notes: *Member design assumed proper ply to ply connection. Verify connection between plies according to code specification - � n' as ... s a as ..,.- �' Loading: � ,...,s " Maximum Load Magnitudes Type Start End Source Dead Floor Live Roof Live Snow Self Weight 0' 21'-81/2" Self weight 16 lb/ft - - - Uniform 6'-1 1/16" 21'-8 1/2" FC1 Floor Material 2 Ib/ft 6 lb/ft - - Point 1'-101/4" 1'-101/4" F03(c02) 249.00 lb 668.00 10 3.00 lb - Point 3'-101/4" 3'-101/4" F03(c01) 248.00lb 668.0010 2.00lb - Point 6'-1 3/8" 6'-1 3/8" - 646.00 Ib 1868.00 lb 4.00/-75.00 lb - Point 7'-101/4" 7-101/4" F04(c02) 123.00 lb 590.00 lb 2.00/-109.00 lb - Point 9'-101/4" 9'-101/4" F04(c01) 123.00 lb 606.00lb -110.00ib - Point 11'-10 1/4" 11'-10 1/4" F04(c01) 137.00 lb 632.00 lb -107.00 lb - Point 13'-101/4" 13'-101/4" F04(c02) 139.00 lb 642.00 lb -115.00 lb - Point 15'-101/4" 15'-101/4" F04(c03) 139.00 Ib 642.00lb -116.00 lb - Point 17'-101/4" 17-101/4" F04(c04) 111.00 lb 642.00 lb 2.00/-157.00 Ib - Point 19'-10 1/4" 19'-10 1/4" F04(c05) 159.00 lb 642.00 lb 1.00/-80.00 lb - ii .a� .Support Information: , r -. rLL . m4v-. ;3 >. . , �.- Maximum Analysis Reactions • Support ,;fin t End Source Dead Floor Live Roof Live Snow 1 0' 0'-10" W28(127) 1411.00 lb 4078.00 lb 9.00/-325.00 lb - 2 20'-7" 21'-8 1/2" W57(1133) 1044.00 10 3626.00 lb 5.00/-544.00 lb - Errors,Warnings& Notes: *The dead loads used in the design of this member were applied to the structure as projected dead loads. *The member graphic,dimensions,and locations shown on this report are based on the centerline of the member. *Analysis and Design has been performed using precision loading from actual modeled conditions. Some loads may have been modified to simplify reporting. -Transfer reactions may differ from design results as allowed per building codes and standard load distribution practices. -This report is based on modeled conditions input by the user.Actual field conditions may differ from those shown. These results should be reviewed by a qualified design professional. ALLOWABLE HOLES 1.55E TimberStrand@ LSL Headers and Beams General Notes 2 x diameter of the • Allowed hole zone suitable for headers and beams with largest hole(minimum) uniform and/or concentrated loads anywhere along the member. Va depth Allowed hole zone ■ Round holes only. {// • No holes in headers or beams in plank orientation. p.j. \i_i, ° ° 1.55E TimberStrand® LSL of o 0 Header or Beam Depth Maximum Round Hole Size 91/4"-91/2" 3" 1119"-11y" 3%s" —a„— 14"-16” 4W • See illustration for allowed hole zone. Other Trus Joist® Headers and Beams General Notes 1.3E Ti into zone rondo LSL Microllam®LVL and –2 x diameter of the 'h depth • Allowed hole zone suitable for headers and beams with hole zParaRamo PSL hole zone largest hole(minimum) uniform loads only. N\.e \ • Roundholes only. No holes incantilevers. d I I ° ° 0 0 • No holes in headers or beams in plank orientation. Microllam0 LVL and Other Trus Joist® Beams Paralla PSL Header or Beam Depth Maximum Round Hole Size allowed hole zone middle V span 4W 1" 5W1y" d 1.3E TimberStrand5 LSL allowed hole zone d 71/4"-20" 2" __J-\,_. –1\,_ • See illustration for allowed hole zone. Larger holes in Trus loisr structural composite lumber may be possible;refer to Forter"orlavelin°soft AriAll DO NUT cut,notch,or drill holes in headers or beams WARN!N iling,sawing,sanding or machining wood products generates wood dust.The paint and/or 111111r-1019i except as indicated in the coatings on this product may contain tita tanium dioxide are substances known 444p.Ailli illustrations and tables to the State of California to cause cancer.F BEARING LENGTH REQUIREMENTS . ,,‘;,erSttanitiSOO 2.0E Microllamm LVL+n 2.0E Parallamm PSI Reaction Beam Orientation Plank Orientation Beam Orientation Beam Orientation Beam Orientation (lbs) Width Width Width Width Width 31/2' 514" 1W 31/2" 51/4" 1W 3W' S'/i' 3W 51/4" 1" 4,000 1 1''2' 11:" 1W 1W 1/" 1/" 1W 1r/" 2,000 1� ; , ,' La 2,1' 1 1y" 31/2" 1%" lye" 2" 1W 1W 6,000 2½" 1" 4" 2" l%2' 41/4' 2/" 1'1" 21/4' 2' 1'h" 8.000 1 21/2„ ` 5y^ 23/4" 1'4" 61" 31/4' 21/4" 33/4" 21/2" 2' 10,000 4/" 3" 6/" 3/" 21" 1%" 4" 231" 41/4" 31/4" 2/" 12,000 312' 1W 4" 2311' 4W 3W 5W 3W 2W 14,000 SW 41/2" 4W , 3' 5W 3W 6W 4W 3W _ 16,000 61/2" 41/4" 5W ( 3',4" 6/" 41" 71/2" 5' 3/" 18,000 7W 51/4" 51/4" 1; 4" 7" 4W SW 4W 20,000 51/" 6W 4W 71" 514" 61/4" 4/" 22,000 6y" 7" 111/2' 5W 6W 5/' 24,000 7° 7W 51' 6W 71/2" 51" 26,000 7W 'i'/," 6W 6" 28,000 6 7W 6W' _ 30,000 I 61" 71/4" 7" )Values for Microllam5 LVL can also be used for 2.0E Parallam'°PSL identified with plant number 0579. General Notes • Minimum bearing length:11/2'at ends,31"at intermediate supports. • Bearing lengths based on the following bearing stresses: • Bearing across full beam width is required. – 1.3E TrmherStrand'°ISI:710 psi:635 psi for plank orientation. – 1.55E TimherStrand L51:900 psi. • Interpolation between reaction loads is permitted for determining bearing lengths. – 2.0E Microllamu'LVL:750 psi. – 2.0E Parallam°PSI:625 psi. Trus Joist"Beam.Header and Column Specifiers Guide TJ-9000 I October 2016 26 • ' MULTIPLE-MEMBER CONNECTIONS FOR SIDE-LOADED BEAMS el Uniform Load—Maximum Uniform Load Applied to Either Outside Member (PLF) Fastener Pattern Assembly A Assembly B Assembly C Assembly D Assembly E Assembly F III 2" 2• i ill 2• Fastener T---I I-- —I 4-- --4 1 --I 1--- — T I II- 1 — — 7 I I Number On-Center 1W 114" 1W 31" 1W 3W 1W 31/2„ 1W Fastener Type Location of Rows Spacing 3W'wide,2-ply 53/4"wide,3-ply 51/4"wide,2-ply 7"wide,3-ply 7"wide,2-ply 1"wide,4-ply 10d(0.128"x 3") 2151 12" 370280 280 245 As shown — Hallo) 3 12" 555 I 415 415 ! 370 14"A307 24" 505 380 520 465 860 340 _ Through BoltWiar - 2 19.2" 635 475 655 580 1075 j 425 16" 760 570 785 695 1,290 505 Screw Length ► 3W 3W' 3W' 3W 6" 6" 24" 680 510 510 455 1.360 555__ ___ SDSo) As shown 2 19.2" 850 640 640 565 1.700 695 16" 1.020 765 765 680 2,040 835 24" 485 365 I 365 325 325150 USP WSf3> As shown 2 19.2" 610 455 455 405 40510 16" 730 545 545 485 485e' Screw Length ► 33/x" 5" Ws" OW 6%" 63�" 24" 580 450 435 415 620 115 TrussLOK-EWP"'0r One side 2 19.2" 725 565 545 515 775 515 only 16" 870 675 655 620 930 620 24" 800 450 600 400 800 400 One side —__-- —_-- _-- --_ s0W2213rr4r 2 19.2" 1.000 565 750 500 1,000 500 only _ ,_-- _-- __ — 16" 1.200 675 900 600 1,200 600 (1)Nailed connection values may be doubled for 6"on-center or tripled for 4"on-center nail spacing. Uniform Load Design Example (2)Washers required.Bolt holes to be 3/2"maximum. `F 415 PI F (3)24"on-center bolted or screwed connection values may be First,check allowable load tables on pages 6-23 to verify doubled for 12"on-center spacing. that three pieces can carry the total load of 715 plf with +�, (4)When loading the head side of a SDW22 screw,assemblies proper live load deflection criteria.Maximum load applied to B.0,and F can be increased by 30%. either outside member is 415 plf.For an assembly of three �i�` (5)For beams up to 14"deep,maximum. 1%4"plies(Assembly B),two rows of 10d(0.128"x 3")nails mil (6)Assembly F is not recommended for TimberStrande LSL or at 12'o.c.center is good for only 280 pif.Therefore,use three \j%r ot Parallam'PSL rows of 10d(0.128"x 3")nails at 12"o.c(good for 415 pit). '�' \ Alternative:Two rows of y:'A307 bolts or 3yi°USP WS screws at 19.2"on-center. MULTIPLE-MEMBER CONNECTIONS FOR TOP-LOADED BEAMS Fastener Installation Requirements When fasteners are required an both sides,stagger Piece Number Fastener fasteners on the second side so they fall halfway Width of Plies Typerrr I Min.Length I N Rows i O.C.Spacing i Location between fasteners on the first side. 1021 nails ' 3" 3,7) 12" 2 12d-16d nails 3W 2rsr j One side Screws 3W or 3W 2 24" ' s 3" 3rYr 12' Bath sides ;t~ • 3 12d-16d nails 3W 2rxr " 1'/4" 3%x'or 35"r" Both sides Screws — 2 24" IN Load must be applied evenly 5" 1 One side kacross entire beam width. lOd nails'1i 3' 3(2) 12" One side Otherwise,use connections 4 12d-164 nailsI° 3W 210 _ (per ply) for side-loaded beams 5"or 6" , Both sides_ Screws 6d4 2 24" One side 5 or 6" Both sides Multiple pieces can be nailed or bolted together Screws 2 24" -- 10 to forma header or beam of the required size 3'/=" 2 63/4" — One side r 1/2"bolts 8" 1 2 I 24" - (1) 10d nails are 0.128"diameter:12d-16d nails are 0.148"-0.162"diameter:screws are SDS.USP WS.TrussLOK-EWP'"or SDW. (2)An additional row of nails is required with depths of 14'or greater. (3)When connecting 4-ply members.nail each ply to the other and offset nail rows by 2'from rows in the ply below. Trus Joist"Beam,Header and Column Specifier's Guide TJ-9000 I October 2016 28 • j'j OFFICE Building Permit Application Updated 12/8/17 • - City of Atlantic Beach 800 Seminole Road,Atlantic Beach,FL 32233 Phone:(904)247-5826 Fax:(904)247-5845 /--, Job Address: �� 1 a�-��s� o�� Permit Number: [E� ((�j -- c 334 Legal Description Lo\- ZS (T6,ra k� f\--r.54-rif't RE# ( 0110 U. ) Valuation of Work(Replacement Cost)$ c K� ,( [1:). Heated/Cooled SF Y) Non-Heated/Cooled IA CA • Class of Work(Circle one): ew Addition Alteration Repair Move Demo Pool Window/Door • Use of existing/proposed structure(s)(Circle one): Commercial residents. • 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: Cocloccuth\on: }Ca,3 �\�t >>e.• .rrw\y ccic.‘1a VP-ft Florida Product Approval# for multiple products use product approval form Property Owner Information Name: 39c\ttakc'\eS,a, &,t-cc. LSC Address: rbl,ik o Av\p 1c.-\vd xvy City JaLc_ pcl‘i State ck Zip 3aza.5 Phone 1-.10A-Loa(c- E-Mail rec.\pri• bus • 41/.J1@. QMl\1•crwn Owner or Agent(If Agent, Power of Attorney or Agency Letter Required) Contractor Information Name of Company: j pr\f• •\0:11),A,ldrc-3 \.- C. Qualifying Agent: I? pYl l)lx.Ck bPckl\ Address tbFy•kto 1•ec • d` ANA City"jgG�ni`�f)v1\k>` State F I Zip 3=6 Office Phone ypy-Loa O��`�5 Job Site/Contact Number State Certification/Registration# G.DI. lo], bag E-Mail r0-\[Y) • cju r�• CSCl�V1 m Q C\m 11 CCx'fl Architect Name&Phone# 5� c c, G��c\c ADA 1—j—'1-lo (p Engineer's Name&Phone# • IL, • _ • • - - • ': =' 661 Workers Compensation 1-k-,y\-9,ICA L xemp /Insurer/Lease Employees/Expiration Date Application is hereby made to obtain a permit to dot e 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 I, !OUR PAYING TWICE FOR IMPROVEMENTS T e YOUR PROPERTY. IF YOU INTEND TOO: Al FINANC ► ONSI T WITH YOUR LEND ' O" AN ATT• • N BEF• • E REC RDI c J U ' NO% E OF COMMENCEMENT. / 1 (Signature of Owner or Agent) (Signature of Contractor) (induct' • ontractor) med�an` sworn to(or affi -)bef.r• •'e ''sZOday f‘resof Si ned arid sworn to(or affir #•d) •efo e e •' L day of ZP($ ,ZQ1 ,by .$_ at1tL'. (,� , �( P,by ••rt - --''•i s S Ygli ftbk or (Suure af Notary l (Signature o Notary) ( TONI GINDLESPERGER ersonally Know R„-,. MY COMMISSION#FF 924951 [ ersonally Known OR TONI GIRDLE - 'GER [ ]Produced Identlptcattbn-4 EXPIRES.October 6,2019 [ ]Produced Identification r; MY COMMISSION#FF 924951 ?P Bondud Thru Notary Public Underwnters Type of Identificati Type EXPIi�ES:October 6,2019 of Identification: .._.. .•,,�s�•s•••'w� :"•> ti U��dr�w�Aers DESCRIPTION: ZS LOT ; PARADISE LANE ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 57, PAGE(S) 31, 31A, 31B AND 31C, OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. S,-:14,_ X14., (�+- 25- 7 r ?,,,,,I;c, L LIFLAT : • ,'T OF SECTION 113 TWSP • NGE 29E A :0 36'50'E 55.00'(P) li o•ID F.INPO.ID- �' N89 37'38"E 55.37'00 D. - - I N 42;.... 7.'' 39.0' ai MAP OF BOUNDARY/ TOPOGRAPHIC SURVEY ZS DESCRIPTION: LOT If, PARADISE LANE ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 57, PAGE(S) 31, 31A, 31B AND 31C, OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. S4c_ ---P(e, Lf 2s( --ri r 7c,„--a,1;,.._. LCL UNPLAT T OF SECTION 18. TWSP . . 29E 36'50'E 55.00'(P) ��4, Ao 10 F.rmo IO- Ngg 37'38'E 55.37'pU �' — — N 4477 • •71. 39.0' a ' oa SCALE: 1 " = 30' 0 o a g I VACANT _= LOT 25 O im fa LOT 25 0 V + O X EL-9.or o (Ni o Q Ail 2Z .I / •✓O _ —, ._ 9 N I g$ -g 39.0' I I o -B- air LOT 24 b Ft • P, 2 I F.I.P. 1/2' nom F.I.P. f/2' N89.11'23'E 55.43'(M) no ID QV NB9 36'50'E 55.00'(P' dg. °'B.97. C/L PARADISE LANE COMMUNITY DEVELOP 1 ( TPRIVATE VARIABLE WIDTH RA) ................... ASPHALT PAYE7Qli.................................... NOTES: THE SCOPE OF SERVICES FOR THIS TOPOGRAPHIC SURVEY IS LIMITED TO TIE SPECIFICITEMS REQUESTED BY THE CLIENT ONLY BEING ELEVATIONS ON SPECIFIC AREAS. X-APPROXIMATE LOCATION OF SPOT ELEVATIONS. EL-9.58' DENOTES SPOT ELEVATION. SOUSE BENCHMARK(ON NORTHWEST CORNER OF SEA PAD SURVEY NOTES: LOCATED AT 741 PARADISE LANE EL-8.77' /1 BEARINGS ARE BASED ON PLAT WITH THE NORTH LINE OF LOT 24, BEING N89'36'50'E. 02 UNDERGROUND UTILITIES FOUNDATIONS OR OTHER IMPROVEMENTS WERE NOT LOCATED BY THIS SURVEY. /3 ACCORDING TO THE FEDERAL EMERGENCY MANAGEMENT AGENCY FIRM MAP PANEL NO. 12031C 0408 H. EFFECTIVE 06/03/2013, CERTIFIED TO AND FOR THE THE PROPERTY DESCRIBED HEREON APPEARS TO LIE IN ZONE X . EXCLUSIVE BENEFIT OF: 04 THIS SURVEY PERFORMED WITHOUT BENEFIT OF AN ABSTRACT, BUCKY DAVIS TITLE SEARCH, TITLE OPINION OR TITLE INSURANCE. �7 05 DIMENSIONS ARE SHOWN IN FEET AND DECIMALS THEREOF -c/ (?`'�i1 4`(_.1 AND ARE PLAT AND MEASURED UNLESS SHOWN OTHERWISE. STREET ADDRESS: 06 ALL EASEMENTS ARE PER PLAT UNLESS SHOWN OTHERWISE. LOT W PARADISE LANE ATLANTIC BEACH. FLORIDA 07 THERE MAY BE ADOITIONAL RESTRICTIONS THAT APPLY WHICH ARE NOT SHOWN ON THIS SURVEY WHICH CAN BE FOUND IN PUBLIC RECORDS OF SAID COUNTY. /8 THIS SURVEY DOES NOT GUARANTEE OWNERSHIP. /9 TEMPORARY, NON-PERMANENT IMPROVEMENTS AND/OR MAN-MADE ITEMS SUCH AS, BUT NOT LIMITED TO THE FOLLOWING,' BUILDING MATERIAL, STORAGE PODS. PAVER BLOCKS RUBBERMAID OR PLASTIC UTILITY BUILDINGS NOT ON FOUNDATIONS. VEHICLES ON BLOCKS MAY BE ON THIS PROPERTY BUT NOT LOCATED OR SHOWN. v 010 LEGAL DESCRIPTION PROVIDED BY CLIENT. NOTICE OF LIABILITY: THIS SURVEY IS CERTIFIED TO THOSE INDIVIDUALS SHOWN ON THE FACE THEREOF. ANY OTHER USE, BENEFIT OR RELIANCE BY ANY OTHER PARTY IS STRICTLY PROHIBITED AND RESTRICTED. SURVEYOR IS RESPONSIBLE ONLY TO THOSE CERTIFIED AND HEREBY DISCLAIMS ANY OTHER LIABILITY AND HEREBY RESTRICTS THE CLYDE 0. VAN KLEECK RIGHTS OF ANY OTHER INDIVIDUAL OR FIRM TO USE THIS SURVEY. WITHOUT EXPRESS FLORIDA REGISTERED SURVEYOR AND MAPPER NO. 2546 \WRITTEN CONSENT OF THE SURVEYOR. NOT VALID WITHOUT THE SIGNATURE 6 THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. .NS s, - FOUND CONCRETE MONUMENT C.M. - CONCRETE MONUMENT SEC - SECTION F/H - FIRE HYDRANT CHE F.-CHAIN ELECTRIC \ .I.R.C. - FOUD IRON R00 AND CAP PT. - POINT OF TANGENCY TMP - T� +`IP WV - MATER VALVE K FENCE M.F. -MOOD FENCE .I.R. - FOUND IRON R00 P.C. - POINT OF CURVATUE RGE - - FOUO.I.P. - FOIAVD IRON PIPE U.E. - UTITLITY EASEMENT P.I.- 'i ' OF INItmpiCTION (P) - PLAT C.B. -CHOFD BEARING .I.R.C. - SET IRON R00 AND CAP O.E. - DRAINAGE EASEMENT A/C -A ' CONDITION UNIT EB - ELECTRIC BOX MATER METER .N60 - FOUND NAIL AND DISK C 6 G - CluB 6 GUTTER NTS - IDT TO SCALE, CONC.- CONCRETE MP -MOOD POLE (M) - FIELD MEASUREMENT RIM - RIGHT OF MAY 4' C.L.F. x -LIGHT POLE (C) - CALCULATED MEASUREMENT CIL - CENTERLINE 6' M.F. –/—ii—/– EB - CABLE BOX M/H -MANHOLE C FIELD SURVEY DATE \ I FIRST COAST LAND \ / PROJECT INFORMATION TOPOGRAPHIC SURVEY:10/03/2018 ORDER N0: 28745/29288a BOUNDARY 04/16/2018 SURVEYORS, INC. DRAWN BY: KMP FORMBOARD 3161-4 ST JOHNS BLUFF ROAD S, JACKSONVILLE, FL.32246 REVIEWED BY: HF FOUNDATION PHONE (904) 779-2062 FAX (904) 779-7784 REVIEWED BY: HF \\ :INAL J • WNW.CERTIFICATE NO. LB 8225 FIRSTCOASTLANDSURVEYIND.COM J