The URL can be used to link to this page

347 7TH ST - NEW HOME PERMIT --,0„ %, RESIDENTIAL PERMIT PERMIT NUMBER "' '\ CITY OF ATLANTIC BEACH RES18-0359 \-)r )" ISSUED: 12/4/2018 \ 800 SEMINOLE ROAD `'';"� ATLANTIC BEACH. FL 32233 EXPIRES: 6/2/2019 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: 347 7TH ST RESIDENTIAL NEW SINGLE $434491.90 FAMILY RESIDENCE TYPE OF REAL ESTATE ZONING: BUILDING USE SUBDIVISION: CONSTRUCTION: NUMBER: GROUP: 169929 0000 ATLANTIC BEACH COMPANY: ADDRESS: CITY: STATE: ZIP: COASTAL CONSTRUCTION PONTE VEDRA 103 Burning Pine CT FL 32082 AND CONSULTING LLC BEACH OWNER: I ADDRESS: CITY: STATE: ZIP: ALEXIS ASPLUNDH 99 ORANGE ST NEPTUNE BEACH FL 32266 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. LIST OF CONDITIONS Roll off container company must be on City approved list . Container cannot be placed on City right-of-way. 1 PUBLIC WORKS 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. Issued Date: 12/4/2018 1 of 3 RESIDENTIAL PERMIT PERMIT NUMBER CITY OF ATLANTIC BEACH RES18-0359 800 SEMINOLE ROAD ISSUED: 12/4/2018 9`� ATLANTIC BEACH. FL 32233 EXPIRES: 6/2/2019 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. 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 if 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 $1485.00 BUILDING PLAN CHECK 455-0000-322-1001 0 $742.50 BUILDING PLAN REVIEW RESUBMITTAL SECOND 455-0000-322-1006 0 $50.00 BUILDING PLAN REVIEW RESUBMITTAL THIRD 455-0000-322-1006 0 $75.00 CROSS CONNECTION 400-0000-343-3701 0 $50.00 Issued Date: 12/4/2018 2 of 3 (-- r0.,A, f., RESIDENTIAL PERMIT PERMIT NUMBER — � s._.,:`� RES18-0359 r s, CITY OF ATLANTIC BEACH �v \v �~ `7 800 SEMINOLE ROAD ISSUED: 12/4/2018 '; Wr ATLANTIC BEACH. FL 32233 EXPIRES: 6/2/2019 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 STATE DBPR SURCHARGE 455-0000-208-0700 0 $35.29 STATE DCA SURCHARGE 455-0000-208-0600 0 $23.53 ZONING REVIEW SINGLE AND TWO FAMILY USES 001-0000-329-1003 0 $50.00 TOTAL:$2,686.32 Issued Date: 12/4/2018 3 of 3 I (>11.-e\i'l:ri, City of Atlantic Beach APPLICATION NUMBER tit,,,i*, Building Department (To be assigned by the Building Department.) `' '"`� 800 Seminole Road �.. Atlantic Beach, Florida 32233-5445 Phone(904)247-5826 • Fax(904) 247-5845 ( � L9 .=;01119%r E-mail: building-dept@coab.us Date routed: ( i I 8' City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: 1 Department review required Yes o p Y 3/4 1 (uildirl Applicant: Coqci4 Cor\ -{--irkCOASt.tj . - anninQ &ZQnin Tree Administrator Project: I v e,A) J P blic Wor u is Utilities Public Safety Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection Florida Dept. of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: Approved. enied. I 'Not applicable (Circle one.) Comments: 10 PLANNING &ZONING Reviewed by: Date:/1-2'i TREE ADMIN. Second Review: I 'Approved as revised. Wu d. I 'Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: rnr").— Date:Pr2 6^/0 FIRE SERVICES Third Review: Approved as revised. ❑Denied. ['Not applicable Comments: Reviewed by: fil), Dater_7- Revised 05/19/2017 NOTICE OF COMMENCEMENT State of T",_...1c- 't 4.--- Tax Folio No. 144).-i r t ZZ -(arx-rte Canty of L a✓f- - 1 u Whom It May Concern: the undersigned hereby informs you that improvements will he made to certain real property.and in accordance with Section 71'. of the Florida Statutes,the following information is stated in this.. NOTICE OF COMMENCEMENT. Legal Description of property being improved: y. _---:. __(..l� ..._ ...„.....„....... .1_ _ . . `"�1.; 2L-.) 6 or- `1 Address of property being improved: 39"1 -1 it"‘ t, A t..o f, -0`. br rid :'-k-. ` ;-i• 3 (ienefal description of improvements: _ I j.r i s �� ], • ,•'�1i.c- t-`�',,,'-. ;l -4:. .-J •S"A'-4, Owner: al(2Y , ..-1,,-.4.150./ALAddress: jtj Ly max,( • :A t. l61LAr _ 6e I. . .5 owner's interest in cite of the impmvement: farms `,..•sii i.�:.. -- Fon Simple Titleholder of other than owner): 7 Name: - Contractor: . ,_.- {1: . . l _ - 1, L1 1 Address: jr.. 6,z-4,4„..-i, i-- r & (.-, # ,.I r s-&_ _ .1..,-,..,.,? ....._ _ I clepitee No.: i r).i 7= 1.....);:C1 's )t Fax No: - — Surety(if any) Address: 1 %' Amount of Bond S Telephone No: _ Fax No: Name and address of any person making a loan for the construction of the improvements %arnr. Address ! 1 ., Phone No: Fax No: Name of person within the State of Florida. other than himself.designated by owner upon whom notices or other documents may he served: Name: Address- T elephone No Fax No: In addition to himself owner designates the following person to receive a copy of the ',knot's Notice as provided in Section 713.06(2kb). Florida Statues. (Fill in at Owner's option) Name: Address- Telephone Nit Fax No: I'xpirati n date of Notice of l omrnencement (the expiration elate is on (I I year from the date of recording unless a different date is specified): --- . TAPS SPACE FOR RFC-ORDER'S USF ONLY OWNER�I� e 1 Slgnod �- �r- ' Dat.. 9/Zi f a JEFFREY E TABS Before enc this dry of in the(ours «f i)us ht, SIa1r Of Florida.has personally appeartsd . -___ l'ilit? rats COtiuISSK) r Fc9+e3T9 Nnta+y Public.at 1 gree.%tate of Florida.("cunt.tit Ikaal. - — _-- EXPIRES bagaarabla 13 2G19 N) ammsrc.rrrlcxptras. _-..----- 11.nwtnalls Known. or Cuc I 2018293452,OR B(184111 Page 1873 Y:odtwcd Idenuftcation: Wrote Pages 1 - Recuaro 11'?9,7O18 04 03 PV RONNI%rU5 SELL CLERK CIRCUIT COUR 1 l)UJVAI COUNTY I-If:CORDING $1000 .� OFFICECO y rt'A'yr�'r Revision Request/Correction to Comments *ALL INFORMATION HIGHLIGHTED IN iryto' City of Atlantic Beach Building Department GRAY IS REQUIRED. 1n r 800 Seminole Rd, Atlantic Beach, FL 32233 Vr jPhone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT#: ❑Revision to Issued Permit OR Corrections to Comments Date: 1-2-L'k) Project Address: 39-7 -14 A g Contractor/Contact Name: Gtr,,-15r 9.- rActs 11.Lj J — - Contact Phone: CID i- 237— 2-1 i H Email: - G( ` C4`( (i • 0.57"'", Description of Proposed Revision/Corrections: 1 `�‘) ryN,A lr> - c� - : Vat)( -5" -1-bC +Ira- S) a '&h-)e--/-it.) rc,�j $ 'r• \AVt✓\r 12.t ail c) -�J ��Q c' ��/r-X G,v u.,J 5 ? g, cibe Mtn ` J I affirm the revision/correction to comments is inclusive of the proposed changes. (printed name) • Will proposed revision/corrections add additional square footage to original submittal? ❑No ❑Yes (additional s.f.to be added: • ill proposed revision/corrections add addition. lncre e�n buildi ,_ •. ue to original submittal? LiNo Q*Yes (additional increase in buildi g val )(Contractor must sign if increase in valuation) *Signature of Contractor/Agent: (Office se only) A1 Approved ❑ Denied ❑ Not App ic.•Ie to Department Permit Fee Dt11$ / GC>� Revision/Plan Review Comments Department Review Required: .� Building Planning&Zoning Reviewed By Tree Administrator Public Works ? Public Utilities 4.2 J ^/ Cr- Public Safety Date Fire Services Updated10/17/18 �t , CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD 1:510 ATLANTIC BEACH, FL 32233 OFFICE COPY (904) 247-5800 67 1 BUILDING REVIEW COMMENTS Date: 11/26/2018 Permit#: RES18-0359 Site Address: 347 7TH ST Review Status: denied RE#: 169929 0000 Applicant: COASTAL CONSTRUCTION AND Property Owner: ALEXIS ASPLUNDH CONSULTING LLC Email: COASTALCANDC@GMAIL.COM Email: Phone: 9042372711 Phone: 2157404462 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: (Waiting for response to comments 7, 8, and 9 from the first plans review. 43- 4 s' /1-r 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 l , 2nd E a Q4l/i f 60m,r't-An 1 I-Z � r ryir 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 Correction Comments 347 7th Street: (Architect's responses in red.) 1. TOPO survey is required for development over 400sq.ft. 2 copies. Addressed by contractor. 2. Contractor shall sign and date 2 copies of submitted site plans next to the F.F.E. To be written in by contractor. Form board survey will be required at slab inspection. Addressed by contractor. 3. Requesting that the entry door to Bedroom#1,the entry door to J&J Bath and the entry door into the water closet room in the J&J Bath be changed to 2'8"to observe Section R320,Accessibility. All 3 J&J bath doors have been changed to 2'-8". Entry door to Bedroom#1 was already at 3'-0". See sheet A 201. 4. Receptacle spacing at the kitchen counter top as viewed on page E200 would not be acceptable. Spacing shall adhere to E3901.4.1 of the FBC-Residential6t'Edition. Additional receptacles have been added. No point along countertop is more than 24" from receptacle per E3901.4.1. See sheet E200. 5. Receptacle at the kitchen island shall adhere to E3901.4.2 and E3901.4.5, Exception. Important that the countertop overhangs not exceed 6 inches where the required receptacle is to be installed. There are two receptacles on the kitchen island. Overhangs do not exceed 6 inches. Satisfying E3901.4.2 and E3901.4.5. See sheet E 200. 6. Requesting that a gfci service receptacle be installed near the A/C pads. GFCI receptacle has been added at the A/C N et E 200. 7. Submit installation details for the"dark wood siding", and material to e use . HardiePlank lap siding will be used where wood siding is specified. See attached details. 8. Submit the ICC-ES report for the DELTA DRY STUCCO AND SOTNE, DORKEN SYSTEM, INC. Disregard Delta Dry Stucco. Dupont Tyvek Stuccowrap will be used 111* over zip system. See attached details. 9. In regards to the glass railing on page A403, submit all information to confirm that the glass meets the requirements called out in Section 2407 GLASS IN HANDRAILS AND GAURDS. Submit shop drawings and details for the installation of the glass railing. Glass railing has been replaced by standard metal pipe guardrail. See sheets A 300/301. Additional Revisions 347 7th Street: 1. Standard roof overhangs have been reduced from 3'-0"to 2'-0"to satisfy Sect. 24-83. See Sheets A 203/300/301. 2. Roof eaves extended and architectural features added to satisfy Sect. 24-172. See sheets A 300/301. 3. Height from grade noted on elevations. See sheets A 300/301. r\JTf ffs3, CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 (904) 247-5800 BUILDING REVIEW COMMENTS Date: 11/2/2016 Permit#: RES18-0359 Site Address: 347 7TH ST Review Status: denied RE#: 169929 0000 Applicant: COASTAL CONSTRUCTION AND Property Owner:ALEXIS ASPLUNDH CONSULTING LLC Email: COASTALCANDC@GMAIL.COM Email: Phone: 9042372711 Phone: 2157404462 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: ✓1. TOPO survey is required for development over 400sq.ft. 2 copies. ATTAckAd.N V2. Contractor shall sign and date 2 copies of submitted site plans next to the F.F.E. To be written in by contractor. Form board survey will be required at slab inspection. — A1t4ckjcb /3. Requesting that the entry door to Bedroom#1, the entry door to J&J Bath and the entry door into the water closet room in the J&J Bath be changed to 2'8"to observe Section R320, Accessibility. /4. Receptacle spacing at the kitchen counter top as viewed on page E200 would not be acceptable. Spacing shall adhere to E3901.4.1 of the FBC-Residential 6th Edition. /5. Receptacle at the kitchen island shall adhere to E3901.4.2 and E3901.4.5, Exception. Important that the countertop overhangs not exceed 6 inches where the required receptacle is to be installed. ✓,6. Requesting that a gfci service receptacle be installed near the A/C pads. ✓7. Submit installation details for the "dark wood siding", and material to be used. ✓8. Submit the ICC-ES report for the DELTA DRY STUCCO AND SOTNE, DORKEN SYSTEM, INC. 9. In regards to the glass railing on page A403, submit all information to confirm that the glass meets the requirements called out in Section 2407 GLASS IN HANDRAILS AND GAURDS. Submit shop drawings and details for the installation of the glass railing. c,1.10.-.7 kb 3-14v-v4.4-1 ,Ot_L 'A 1 Building Mike Jones Building Inspector/Plans Examiner City of Atlantic Beach 800 Seminole Road Atlantic Beach, FL 32233 I ,; CITY OF ATLANTIC BEACH SL\ `� 800 SEMINOLE ROAD J Z ATLANTIC BEACH,FL 32233 (904)247-5800 )!ilc ZONING REVIEW COMMENTS Date: iU/31/LU 125 Permit#: RES18-0359 Site Address: 347 7TH ST Review Status: DENIED RE#: 169929 0000 Applicant: COASTAL CONSTRUCTION AND Property Owner:ALEXIS ASPLUNDH CONSULTING LLC Email: COASTALCANDC@GMAIL.COM Email: Phone: 9042372711 Phone: 2157404462 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: Topographical Survey:Section 24-66 requires a pre-construction topo survey for all new development over 400 sq ft. Elevations shall be referenced to NAVD 1988. Please provide a pre-construction topo survey. A-tTAJ9 Height: Please provide the overall height as measured from grade, or from average grade if there is more than 2 feet of topographical variation on the site. baT -SVC nC:=145ft, Side Yard Projections: Section 24-83(b) limits side yard projections into side yard setbacks, including roof overhangs,to 24". The plans show a 3 foot roof overhang on each side, please revise accordingly. LX•k•M -- 55E V E'VIS aD 5 rt'1✓ Pi UJ Wall Plate Height:Section 24-172(c) requires the maximum height to the top horizontal framing member of a wall from the first floor finished floor elevation to be no more than 22 feet. Please show that this requirement is being met or revise accordingly. ►) mor — SER 42e,VISM eLs-V,PTlvhls r—H, LEt -tom 21 -11 Informational Comments: Slab Survey: At time of slab inspection, a survey showing finished floor elevation and all setbacks is required for proposed structures that are less than 6" from any required setbacks. Shade Trees: Two shade trees, with at least one in the front yard, will be required at time of C.O. inspections for this property. Existing shade trees qualify. Resubmittal Notes: 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. ' i v:cif, OFFICE COPY s�.�, CITY OF ATLANTIC BEACH ' ' S� ,'' Beac Atlantic 800hSeminoleFlorida32233 Road iiir om cit' REVISION REQUEST/CORRECTIONS TO PLAN REVIEW COMMENTS Date 'A.( 115 I Revision to Issued Permit Corrections to Comments X Permit# tS t g-6359 Project Address 34r7 5-79 is-}- -4ry Calf .til+1").5 4-A/C Contractor/Contact Name , ....4Z-4‘��t'b Phone qt'`-N 237-277 II Email COo_S;11:4.-G c-rrCl G ® �"�"••1 • c'"~` Description of Proposed Revision/Corrections: Permit Fee Du $ 5-0 . CC) 12 f)ac A Q Moo, A-\, A2.03/ A341; A3b1, gib - v,e-rxv.4714 s Rai)ig.,„,,,Lc' 1,lask S.- .. qt.__ ix,..- 5,..,.+12$- ,,..,-/-,5 Rz v, - --Theo v, Additional Increase in Building Value $ Additional S.F. By signing below,Ij:A;:- ` affirm the Revision is inclusive of the proposed changes. J (printed name) l- 1 1 ] )....51 /t Signature of Contrac or •gent(Contractor must sign if increase in valuation) Date � (Office Use Only) Approved Denied )r Not Applicable to Department Revision/Plan Review Comments Cern vrie t' 1-S 7 ?- col n O4" of h S w e b-4 Department Review Required: �M "Buildin / tanning &Zoning_ ) Reviewed By Tree Administrator CEublic Works 2, Public Utilities /"/-26 - C8' Public Safety Date Fire Services �" \ CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD 1 O F F I C ATLANTIC BEACH, FL 32233 (904) 247-5800 BUILDING REVIEW COMMENTS Date: 11/2/2018 Permit#: RES18-0359 Site Address: 347 7TH ST Review Status: denied RE#: 169929 0000 Applicant: COASTAL CONSTRUCTION AND Property Owner: ALEXIS ASPLUNDH CONSULTING LLC Email: COASTALCANDC@GMAIL.COM Email: Phone: 9042372711 Phone: 2157404462 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: 1. - 9-survey is required for development over 400sq.ft. 2 copies. 2. Contractor shall sign and date 2 copies of submitted site plans next to the F.F.E. To be written in by contractor. Form board survey will be required at slab inspection. 3,-Requesting that the entry door to Bedroom#1,the entry door to J&J Bath and the entry door into the water closet room in the J&J Bath be changed to 2'8"to observe Section R320,Accessibility. 4—Receptacle spacing at the kitchen counter top as viewed on page E200 would not be acceptable. Spacing shall adhere to E3901.4.1 of the FBC-Residential 6th Edition. -5-rireeptacle at the kitchen island shall adhere to E3901.4.2 and E3901.4.5, Exception. Important that the countertop overhangs not exceed 6 inches where the required receptacle is to be installed. €.-westing that a gfci service receptacle be installed near the A/C pads. 7. Submit installation details for the"dark wood siding", and material to be used. 'gr.—Submit the ICC-ES report for the DELTA DRY STUCCO AND SOTNE, DORKEN SYSTEM, INC. 9. In regards to the glass railing on page A403, submit all information to confirm that the glass meets the requirements called out in Section 2407 GLASS IN HANDRAILS AND GAURDS. Submit shop drawings and details for the installation of the glass railing. Building Mike Jones Building Inspector/Plans Examiner City of Atlantic Beach 800 Seminole Road Atlantic Beach, FL 32233 /I'ri a ;/ed 02-ev;e L (0-y y,, .,p,.i F '' //-/- /SI- ,,.►y 1 A 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. �iL-l.yfjf, City of Atlantic Beach APPLICATION NUMBER ��' ' Building Department (To be assigned by the Building Department.) •- 800 Seminole Road ff �^ .._ ., Atlantic Beach, Florida 32233-5445 G�� J Phone(904)247-5826• Fax(904)247-5845 t Z..� I g, -;.:!..r.)5119-' E-mail: building-dept@coab.us Date routed: of City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: 314 141 Department review required Yes No 1 Buildi Applicant: Coki Coivf k COASUJanninq & • Tree Administrator Project: pe,) J P -1 blic Wor 1 _ u Iic Utilities Public Safety Fire Services • Review fee $ Dept Signature j Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By • Florida Dept.of Environmental Protection - Florida Dept. of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: QApproved. Denied. I jNot applicable (Circle one.) Comments: BUILDING 17 e y�` fj .SvCv e y ver c,,► s ` r W/� // Pf6ti e f y ) PLANNING &ZONING Reviewed by Date: 1®/3i//Y TREE ADMIN. Second Review: /Approved as revised. I 'Denied. Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES r PUBLIC SAFETY Reviewed by:,0-- Date: / /^20 j g FIRE SERVICES Third Review: QApproved as revised. ❑Denied. ❑Not applicable Comments: • Reviewed by: Date: Revised 05/19/2017 (r.../ ,. @ ,� CITY OF ATLANTIC BEACH - $iirsJ 800 Seminole Road T_, Atlantic Beach,Florida 32233 tFt Ji31 r-r • REVISION REQUEST/CORRECTIONS TO PLAN REVIEW COMMENTS Date 1.t\15 I 1 8 Revision to Issued Permit Corrections to Comments / Permit# RES (g—O 3 5c Project Address 3L*-? }~ 57P A—JR. lL 322(O b 5-4-o.1t Go-•^54 cry Z Ca►,svl H-l15 t.., C. Contractor/Contact Name ��. ^. -12t, b Phone qb it. 23.-2—Z7 1 I Email cook. G cur c i G ® a,r,.«•I • `- Description of Proposed Revision/Corrections: Permit Fee Due $ T2e c„c,A Qa. Aloof Al.-1 k, 1420 3, A34.U, A361, E2t,4' ?r- _ -�..c_.,4�=r<z Rev 10,,r....--01- Public: ti.hu--t.-- S q 1 (i)Q.- S'- {i- rife.-.s Pra v) .4-- —Th N R u Additional Increase in Building Value $ Additional S.F. By signing below,I �`— t3 - affirm the Revision is inclusive of the proposed changes. J (printed name) 111is Signature of Contrac or •gent(Contractor must sign if increase in valuation) Date J (Office Use Only) Approved / Denied Not Applicable to Department Revision/Plan Review Comments Department Review Required: (—Building_,--_-- ann p &Zoning Reviewed By Tree Administrator crublic Works ;; Public Utilities ( / -Z G - I K. Public Safety Date Fire Services I i 011,-mfJJ, City of Atlantic Beach APPLICATION NUMBER �SBuilding Department (To be assigned by the Building Department.) iN t 800 Seminole Road c s1 Atlantic Beach, Florida 32233-544 ECEIv ��© U�J Phone (904)247-5826 • Fax(904 7-5845 ;=j.n.r110 E-mail: building-dept@coab.us OCT 2 9 2018 Date routed: Z`3r 13. City web-site: http://www.coab.0 APPLICATION REVIEW-MD-TRACKING FORM Property Address: 3 required Yes No Department review L Buildi Applicant: Ccc& 3t&I. -o�� ' . 5 anninq & onin • Tree Administrator Project: Io e'tA) J (blic Wor ublic Utilities Public Safety Fire Services Review fee $ 2 S 511' Dept Signature ei,A./ Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept.of Environmental Protection Florida Dept. of Transportation , ff 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. I INot applicable (Circle one.) Comments: (71P BUILDING PLANNING &ZONING Reviewed by. Date: ld--30 'y 8 TREE ADMIN. Second Review: Approved as revised. Not applicable pp I Denied. PUBLIC WORKS Comments: PUBLIC UTILITIES / PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: Approved as revised. I (Denied. ❑Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 PUBLIC UTILITIES PLAN REVIEW COMMENTS J y� Date: ' �� Application#: �/�OcJ.r Project Address: 3g 7 t V , Check Box Check APPLICATION TRACKING COMMENTS to Add Box to Commen Print Underground Avoid damage to underground water and sewer utilities. Verify vertical and Water Sewer horizontal location of utilities. Hand dig if necessary. If field coordination is Utilities needed, call 247-5878. 12(/ Meter Boxes Ensure all meter boxes, sewer cleanouts and valve covers are set to grade Sewer Cleanout and visible. A sewer cleanout must be installed at the property line. Cleanout must be RT1 Sewer covered with an RT1 concrete box with metal lid. Cleanout to be set to grade Cleanout and visible. A reduced pressure zone backflow preventer must be installed if irrigation will RPZ be provided or if there is a private well on the property. Backflow preventer ❑ ❑ Backflow must be tested by a certified tester and a copy of the results sent to Public Utilities. Plans note the building will be unsprinkled. If plans change, any fire line Sensus installed must be metered with a Sensus touch-read meter in a properly sized Touch-Read vault and an appropriate backflow preventer installed. Backflow preventer 0 0 Meter must be tested by a certified tester and a copy of the results sent to Public Utilities. Fire Sprinkler Backflow If fire sprinkler system is provided, call 247-5878 for backflow requirements. 0 0 Requirement At a minimum,will require a double check backflow preventer. Fire Line Fire lines must be metered with a Sensus touch-read meter. Meters larger ❑ ❑ Meter than 2" must be installed in a vault as noted in JEA specifications. Utility Map See attached Utility Map. ❑ ❑ Disconnect &Cap Disconnect and cap water and sewer lines. ❑ ❑ Inspection Must call the Inspection Line at 247-5814 to request an inspection of the ❑ Prior disconnected and capped water and sewer lines prior to demolition. ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ City of Atlantic Beach lstl. PUBLIC UTILITIES DEPARTMENT ,'J 902 Assisi Lane ', ~ Jacksonville, FL 32233 1.%,1,1'.-V:7 (904) 247-5834 / NEW WATER / SEWER TAP REQUEST Date /0— 30 / 8 Service Address 317 7 QST- Number of Units ( Commercial Residential Multi-Family New Water Tap(s) & Meter(s) Meter Size(s) 3/c/ 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 �7 CITY STAFF USE ONLY Application # IZC3 /8- 0 3 5-1 2takac ht.A4 ExksTI , I(U41E. Water System Development Charge $ .9'-- Sewer System Development Charge $ .49'-- Water Meter Only $ Reclaim Meter Only $ Water Meter Tap $ Sewer Tap $ Cross Connection $ 50. On Other $ TOTAL $ 50 f 06 (Notes) APPROVED Date Public Utilities Director or Authorized Signature ALL TAP REQUESTS MUST BE APPROVED BY THE PUBLIC UTILITIES DEPARTMENT BEFORE FEES CAN BE ASSESSED �iI:.\rl\ City of Atlantic Beach APPLICATION NUMBER r 5 Building Department �"� (To be assigned by the Building Department.) i 800 Seminole Roadli ECEIVE, k E-Si tS - v,3J i...),-,7 ;, Atlantic Beach, Florida 32233-5445 Phone(904)247-5826 • Fax(904)24 4 "!r�;3�sr E-mail: building-dept@coab.us �CT L 9 (UM Date routed: t of 2-91 I City web-site: http://www.coab.us 6� APPLICATION REVIEW AND TRACKING FORM Property Address: 3241 141 Department review required Yes No p q I Build: Applicant: COCtSte:(A (V-O ' �C LAA - finning &Z ning- Tree Administrator Project: pe-,A.)J P( blic Wort.. •ublic Utilities Public Safety Fire Services Review fee $ Dept Signature j Review or Receipt Other Agency Review or Permit Required of Permit Verified By Date Florida Dept. of Environmental Protection Florida Dept. of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: • APPLICATION STATUS Reviewing Department First Review: Approved. Denied. I INot applicable (Circle one.) Comments: BUILDING PLANNING &ZONING Reviewed by ate: (0,--2/70 TREE ADMIN. Second Review: Approved as revised. Denied. pp ❑ I INot applicable PUBLIC WORKS Comments: PUBLIC UTILITIES / PUBLIC SAFETY Reviewed byJ Date: /(-7,1'("1 FIRE SERVICES Third Review: ❑Approved as revised. nDenied. Not applicable Comments: • Reviewed by: Date: Revised 05/19/2017 flECEIVE i yL�ll s �,, A� NOV 16 2018 CITY OF ATLANTIC BEACH =ivaD ''''1\\ 800 Seminole Road BY. Atlantic Beach,Florida 32233 D1119? REVISION REQUEST/ CORRECTIONS TO PLAN REVIEW COMMENTS Date ,t`i'' 1 Revision to Issued Permit Corrections to Comments ) ' Permit# P.V5 (g-6359 —� ��• �a�r -C.C.- 39-21. o Project Address 34-7 -�� 1 s-1-cJ ccs, s4ria 7, Car v1+115 Ll,C Contractor/Contact Name -e.'--rri ti6 Phone qa . 23-7-2;7 I I Email c o c cuy c ® "�".\ . cN^ Description of Proposed Revision/Corrections: Permit Fee Due $ De i)c„,c_,A Qa. t A(00/ F1"2.0 k, A 20 31 13 30131 A 3 61/ G'24.3 b 4„,-.,-. .,,;(71,,--:-Ns- (2,0,...,1., x,,.-�1,,--:.s0a,u..,1L 9,.,6li� l t--- - Sylitt qi<:.,,._. or, Sit'}'' r nak-s Pc4 Vl a4-- TD pc. "A Additional Increase in Building Value$ Additional S.F. By signing below,I a affirm the Revision is inclusive of the proposed changes. (printed name) 419 t#00.000.111..". 1 1 is ) Signature of Contrac • gent(Contractor must sign if increase in valuation) Date 1 � lk (Office Use Only) Approved ✓ Denied Not Applicable to Department Revision/Plan Review Comments f ;. Department Review Required: "Buildin ‘--7/e0,--11//,1 . lannin &Zoning ) Reviewed By Tree Administrator ublic Works ill� Public UtilitiesPublic Safety a e Fire Services CITY OF ATLANTIC BEACH r� P psi\ ._ �.J Department of Public Works r L 1200 Sandpiper Lane Atlantic Beach, FL 32233 (904) 247-5834 www.coab.us PUBLIC WORKS PLAN REVIEW COMMENTS Date: 11/1/18 Applicant: Coastal Const. & Consulting, LLC Permit #: RES18-0359 Email: coastalcandc@gmail.com Review Status: DENIED Property Owner: Alexis Asplundh Site Address: 347 7th Street Email: Not Provided THIS PLAN REVIEW IS ONE OF MULTIPLE DEPARTMENT REVIEWS Correction Items must be submitted to the Building Department at 800 Seminole Road. Submittals that respond to only one or a few correction items will not be accepted. Revisions may not be submitted until ALL departments have completed their respective reviews. Revisions must be submitted to the Building Department and must respond to EACH department review. PUBLIC WORKS CORRECTION ITEMS: • A Revocable Encroachment Agreement must be submitted. -- ATfAciYE9 APPROVED The form is on our website under Building Department - "Permit Applications and Forms" �i and also at the Building Department located at City Hall. ` -? • Provide manufacture cut sheets for 50% credit on pervious pavers. —A1T'',c,1-4CD • Provide paver installation method (must meet I.C.P.I.). — ATt4c,Nt=i • Provide a detailed plan of water retention and how water runoff gets to water retention areas and then to street. — .5"6.S '►ZtiVkS D 5t1E P�c�l • Documentation shows impervious areas are over the 50% allowed by City code. - M4SEto $.7/p kgs: A-trAck1 , PUBLIC WORKS CONDITIONS OF APPROVAL: PlAIV (The following comments will be printed on your permit as Conditions of Approval) • All concrete driveway aprons must be 5" thick, 4000 psi, with fibermesh from edge of pavement to the property line. Reinforcing rods or mesh are not allowed in the right-of-way. • Full erosion control measures must be installed and approved prior to beginning any earth disturbing activities. Contact the Inspection Line (247-5814) to request an Erosion and Sediment Control Inspection prior to start of construction. • All runoff must remain on-site during construction. • Roll off container company must be on City approved list (Advanced Disposal, Realco Recycling, �hapells, I_ , Republic Services, Donovan Dumpsters, Phillips Containers). Container cannot be placed on City right-of-way. • Full right-of-way restoration, including sod, is required. • All runoff must remain on-site. Cannot raise elevation. • Maximum driveway width within the City right-of-way is 20'. Scott Williams, Public Works Director swilliams@coab.us / 904-247-5834 Page 1 of 2 O:\Public Works\ADMIN\PLAN REVIEW COMMENTS\RES18-0359(Coastal).docx �s 1101 ,s. Comp. By: S/W farDate: 11/19/2018 v Public Works Department City of Atlantic Beach Permit No: RES 18-0359 Address: 347 7th Street Required Storage Volume Criteria: Section 24-66 of the City of Atlantic Beach's Zoning, Subdivsion, and Land Development Regulations requires that the difference between the pre-and postdevelopment volume of stormwawter runoff be stored on site. Volume of Runoff is defined as follows: V=CAR/12 Where: V=Volume of Runoff C =Coefficient of Runoff A=Area of lot in square feet R=25-yr/24-hr rainfall depth (9.3-inches for Atlantic Beach) Predevelopment Runoff Volume: Lot Area (A) = 9,750 ft2 Runoff Coefficient Area Lot Area Description (ft2) (ft2) "C" Wtd "C" Impervious 3,196 9,750 1.00 0.33 Pervious 6,554 9,750 0.20 0.13 Runoff Coefficient(C)= 0.46 Runoff Volume V= 0.46 x 9,750 x 9.3 / 12 V= 3,493 ft3 Postdevelopment Runoff Volume: Lot Area(A) = 9,750 ft2 Runoff Coefficient Area Lot Area Description (ft2) (ft2) "C" Wtd"C" Impervious 4,875 9,750 1.00 0.50 %ISA = 50.0% Pervious 4,875 9,750 0.20 0.10 Runoff Coefficient(C)= 0.60 Runoff Volume V= 0.60 x 9,750 x 9.3 / 12 V= 4,534 ft3 Required Storage Volume DV= Postdevelopment Runoff Volume-Predevelopment Runoff Volume DV= 4,534 - 3,493 DV= 1,041 ft3 Retention 7th Street 347 11/19/2018 ri L'I''4 .-_-;Sss% Comp. By: S/W 4* . Date: 11/19/2018 -.JH •Ts)� Public Works Department City of Atlantic Beach Permit No: RES 18-0359 Address: 347 7th Street Provided Storage: Elevation Area Storage (ft) (ft) (ft3) 7.2 176 0 BOTTOM size 44 X 4 8.8 500 541 TOB size 50 X 10 Elevation Area Storage (ft) (ft) (ft3) 0.0 0 0 BOTTOM 0.0 0 0 TOB Elevation Area Storage (ft) (ft) (ft3) 0.0 0 0 BOTTOM 0.0 0 0 TOB Inground storage=A*d*pf A=Area= 500.0 d=depth to ESHWT= 4.2 pf=pore factor= 0.3 Inground Storage= 630.0 ft3 Required Treatment Volume= 1,041 ft3 Supplied Treatment Volume= 1,171 ft3 Retention 7th Street 347 11/19/2018 __ REVOCABLE ENCROACHMENT AGREEMENT City of Atlantic Beach **ALL INFORMATION 800 Seminole Road,Atlantic Beach, FL 32233 HIGHLIGHTED IN GRAY IS REQUIRED. REVOCABLE ENCROACHMENT AGREEMENT by the City of Atlantic Beach, Florida, a municipal corporation organized and existing under the laws of the State of Florida, hereinafter referred to as "CITY" and /2 LE'LS ;i'LA./rt-t4A of Atlantic Beach, Florida, hereinafter referred to as "USER". WITNESSETH: That the CITY does hereby grant the USER permission on a revocable basis as described herein the right to enter upon the property for the purpose as described in the City of Atlantic Beach. This work is generally described as LJ3✓ri pp...1v( Y✓�\., . Any facility maintained, repaired, erected, and/or installed in the exercise of the privilege granted remains subject to relocation or removal on thirty(30)days'notice by CITY to USER,said notice to USER shall be given by certified mail,return receipt requested,to the following address '391 1+`' Si 0 -1-‘.. )." (:•-• ('6k-t. Th— 32.2- . • In the event it is necessary for the CITY or the City's approved representative or other franchised utility to enter upon the above described easement or property of the CITY, the USER shall replace at the USER's sole expense, any and all material necessarily displaced during the action of maintaining, repairing, operating, replacing or adding to of the utilities and facilities of the CITY or franchise utility provider. • The facilities allowed by the permit shall meet the current requirements of the City Code, Building Codes, Land Development Code and all other land use and code requirements of the CITY, including City Code Section 19-7(h) which states "Driveways that cross sidewalks: City sidewalks may not be replaced with other materials, but must be replaced with smooth concrete left natural in color so that it matches the existing and adjoining sidewalks." • The USER, prior to making any changes from the approved plans and/or method, must obtain written approval from the City of Atlantic Beach Public Works Department, for said change within 30 days after the day of completion. • This permit shall inure to the benefit of, and be binding upon, the USER and their respective successors and assigns. • USER shall meet the terms and conditions of this permit and to all of the applicable State and CITY laws and/or specifications, to include utilities locate requirements and use limitations/requirements of easements, public right-of-ways and other public land. USER further agrees that the CITY and its officers and employees shall be saved .rmless by th- S R f . y of the work herein under the terms of this permit and that all of said liabil' : • hereb assu• e, t,: USER. a/ Date //1_ /8 Property s er/Age t(sit e. in presence of Notary Public) / STATE OF FLORIDA, COUNTY OF DUVAL The foregoing instrument was acknowledged this ' 4�, day of '1\Lov'r,- , 20 ,`5 , by A1.. k.1 . .JS 4'Lk)l�flr) , who personally appeared before me and (printed name of Signer) acknowledged that he/she signed the instrument voluntarily for the purpose expressed in it. C� yrC JEFFREY E TABS 1 _* MY C01dMtSSION#FF916223 Department Approval: 4 Signatu - df Notary Public,State of Florida EXPIRES September 13,2019 // ] 14071 dt53 c•. •._ Say.ca ca. Pers.naly Known �.1s�,,4�i�� G�� M,va, [ ]Prodiced Identification(Type) Scott Williams, Public Works Director 1/[� �/� H:\Applications&Forms\word Documents\20180831 Revocable Encroachment Agreement.docx Revision Date:8/31/18 ICT CITY OF ATLANTIC BEACH Department of Public Works 1200 Sandpiper Lane Atlantic Beach, FL 32233 (904) 247-5834 www.coab.us PUBLIC WORKS PLAN REVIEW COMMENTS Date: 11/1/18 Applicant: Coastal Const. & Consulting, LLC Permit#: RES18-0359 Email: coastalcandc@gmail.com Review Status: DENIED Property Owner: Alexis Asplundh Site Address: 347 7th Street Email: Not Provided THIS PLAN REVIEW IS ONE OF MULTIPLE DEPARTMENT REVIEWS Correction Items must be submitted to the Building Department at 800 Seminole Road. Submittals that respond to only one or a few correction items will not be accepted. Revisions may not be submitted until ALL departments have completed their respective reviews. Revisions must be submitted to the Building Department and must respond to EACH department review. PUBLIC WORKS CORRECTION ITEMS: • A Revocable Encroachment Agreement must be submitted. The form is on our website under Building Department - "Permit Applications and Forms" and also at the Building Department located at City Hall. • Provide manufacture cut sheets for 50% credit on pervious pavers. APPROVED • Provide paver installation method (must meet I.C.P.I.). • Provide a detailed plan of water retention and how water runoff gets to water rete rSti`or('s yeas and then to street. • Documentation shows impervious areas are over the 50% allowed by City code. PUBLIC WORKS CONDITIONS OF APPROVAL: (The following comments will be printed on your permit as Conditions of Approval) • All concrete driveway aprons must be 5" thick, 4000 psi, with fibermesh from edge of pavement to the property line. Reinforcing rods or mesh are not allowed in the right-of-way. • Full erosion control measures must be installed and approved prior to beginning any earth disturbing activities. Contact the Inspection Line (247-5814) to request an Erosion and Sediment Control Inspection prior to start of construction. • All runoff must remain on-site during construction. • 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. • Full right-of-way restoration, including sod, is required. • All runoff must remain on-site. Cannot raise elevation. • Maximum driveway width within the City right-of-way is 20'. Scott Williams, Public Works Director swilliams@coab.us/904-247-5834 Page 1 of 2 0:\Public Works\ADMIN\PLAN REVIEW COMMENTS\RES18-0359(Coastal).docx Resubmittal Notes: All revisions and changes shall clearly stand out from the rest of the drawing on the sheet as a revision by way of completely encircling the change with "clouding". The revision shall also be identified as to the sequence of revision by indicating a triangle with the revision sequence number within it and located adjacent to the cloud. The revision date and revision sequence number shall also be indicated in a conspicuous location in the title block for each sheet on which a revision for that sequence occurs. For projects still in the initial review stage and permit pending, all sheets with revisions shall be inserted into each set of drawings. The original sheets must be clearly marked "VOID" but are to be left within the set of drawings. Complete new sets of drawings will not be accepted. ADDITIONAL ITEMS MAY BE REQUIRED DEPENDING UPON NEW INFORMATION AND CLARITY OF FINAL PLANS SUBMITTED FOR REVIEW. Page 2 of 2 O:\Public Works\ADMIN\PLAN REVIEW COMMENTS\RE518-0359(Coastal).docx p E 1)vEwp .p , CALCs .. MAP SHuWING BOUNDARY SURVEY OF LOT Z-° 4 W//7 BLOCK 9 AS SHOWN ON MAP OF LO-r i A-rc_,A1 1--/ c., / &L\ -l' AS RECORDED IN PLAT BOOK PAGES !v a OF 7HE PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA CERTIFlED FOR: iA./!rc L.. 4 J o1c.E A.I-1 rD eL._S":J • Goner,Ao r-I w16z\L.T"I--' La,i r- Ti rcE //s-P5 . Go . ; Gov.--I-7-,a_V—!1- e. L*0/......e... LoA,JS I !,-1c-. : r�AT7 ('LS°„1, 15o,Jp 4 (..A--T5f-/PvJ) P.A- /4 I /-7 I /S 7—/ 16. o ' O.& 1 y,ti I I �----< ; � Z� i I 89s r3I� as c0. 1 Ii I i JI e\ a 1 1 of 1 o N (11 c 1� 0 _I.3' 0r I 1 M /e /(o IP rr ZZ.. S' 0,.... ,1/4. r',:iyv. 1 L � I °1. —.tom 5 ZD.!'1 N c 0-4' I N r 3S.4” I old MI M1 �'`6 SO' I z4' ZS' -lc. cX7 ' -7 fiLi T!z-.&e (4-" /z-(w) THE PROPERTY SHOWN HEREON APPEARS TO LIE WITHIN FLOOD HAZARD ZONE X AS SCALED FROM FLOOD INSURANCE RATE MAP OOO/ FOR THE CITE" OF �aTL. I.,.-,_D41DA, DATED 4-.'-1- eJ? . AND IS SHOWN AS A COURTESY ONLY AND DOES NOT CONSTITUTE A GER 77FCAMON OF SAME TRI-STATE LAND SURVEYORS, INC. 8411 BA YMEADOWS WAY SUITE /2, JACKSONVILLE, FLORIDA 32256 (904) 751-7255 LEGEND •CONC NOV •Barr cae. THIS SURVEY DOES NOT REFLECT OR DL ItNMIN£ OWNERSHIP. (SET Km C1°/LS 4114) NOT VALID NITHOUT THE SIGNATURE AND THE-ORIGINAL RAISED SEAL -X-FFNCE OF A FLORIDA LICENSED SURVEYOR AND MAPPER. o IRO,COR.(OCD) ®cocas cur 4_)., RAIL 81IDING 1 ESIRIGION LINE LARRY G EDD .L.S. No. 4144 £9/7 EASIDIENT RAI RIGHT-OF-NAY SCALE: i"" - ' O G9Y. COVERED AREA o✓ f CEVIERUNE AS AW C°vaoavwa PAD - ......47-17.5..tP� SURVEYO ND MAPPER, (R) RADIAL DISTANCE DATE. Z-io- S STA - FLORIDA 921) 1=-1 CONCREIE __ ORDER NO. (b'4 SKETCH/AREA TABLE AuDENDUM File No. 98-2922 Property Address 347 71h Street City Atlantic Beach State Florida County Duval Zip Code 32233 Borrower David L Anderson Lender/Client Country Wide Home Loans Inc. SFORMaE 25.4 12.3 FANLY \ ER ROOM = 2b3 \� BATH EP KITCHENKzw i 11.3 > G..1 OR 1')C-1 9' A W 20.2' T 11.5' u1ANG BOOM =,=i :.i.:i 223 83 2' S N PORCH :: 7 .... . . . ... .. . 15$ �cQ- C'°' J C9jrv1 7/J SCALE 1 inch=18 feet AREA CALCULATIONS SUMMARY LIVING AREA CALCULATIONS Area Name of Area Sim Totals Breakdown Subtotals 01d11 Pirat Floor 1576.70 1576.70 25.38 Z 26.30 667.49 CAR Garage 450.46 24.13 I 32.00 772.16 Detached Garage/8tor 249.69 700.15 2.50 E 9.00 22.50 PAt. 5 I3)/Z. cio 15.80 X 7.25 114.55 C, 1LCA L On u-tvicit a 1 t7 13TA . INI K ./10u5 3i9la U i APDL SCeDNA E 21048764888 APX-8100 Am I ys i•,,, EXHIBIT D: TREE MITIGATION PLAN City of Atlantic Beach ) Community Development Department \ / 800 Seminole Road Atlantic Beach,FL 32233 FOR INTERNAL OFFICE USE ONLY '. v/ (P)904-247-5800 PERMIT# Please identify the location,species and size(caliper inches)of ALL trees to be planted for mitigation credit in the area below or on a separate site plan. Please include existing and/or proposed buildings and any street names for reference points. I .001L 1c Ili 11 I Mil . t II_I■ i, I \ \ IES ■.■■ 11111i< III II 18 .Si 1111 g .. IIIIIIIII 111111 III g ; /j , 7':-71 1 1 lis I II . ,,,i , / I a / / ' 1 ,, ,X- . i .._ l�1Gr rep, . II imimmit -fr l ' . , III■ III! . ___�_.._L_y. .�. ..._�._.-. -4 1111 .00'._SL� s . i1/4.., ionoa p..,di 41/I.'— - jig •,2K-i r�C.. 1 ---1332115 NUL . H PREPARED BY: ..pr._S--4, SCALE 1 SQUARE_ �' 02 TREE REMOVAL-EXHIBIT D:Tree Mitigation Plan 03.012018 TYP.NO.8 AGGREGATE IN OPENINGS CONCRETE PAVERS MIN.3 1/8"(80 mm)THICK CURB/EDGE RESTRAINT WITH CUT-OUTS FOR OVERFLOW DRAINAGE(CURB SHOWN) 0 0 6 •�p_o•i � • .00o06: i4i n , 40 oO8Oo $�'�:�� BEDDING COURSE 1 1/2 TO 2"(40 TO 50 mm)THICK rd.?. �,, lip (qJ (TYP.NO.8 AGGREGATE) _•• • •9 OQ• •�� 4"(100 MM)THICK NO.57 STONE I �•��Q O0 •• .• .0 0: .a OPEN-GRADED BASE •Qno 0 O� 0 0O.•19 ;`; : "-� 'gyp � � MIN.6"(150 MM)THICK 0O Qoj OU ,,..•-....�e'o.,,-.p9 NO.2 STONE SUBBASE I I�I I-III-1 I I-1 I I—I I�I I —I I-_-_ OPTIONAL GEOTEXTILE ON BOTTOM AND III-III—I I I-III III—I I-I I I�I I— - - SIDES OF OPEN-GRADED BASE SOIL SUBGRADE-ZERO SLOPE NOTES: 1. 2 3/8"(60 MM)THICK PAVERS MAY BE USED IN PEDESTRIAN APPLICATIONS. 2. NO.2 STONE SUBBASE THICKNESS VARIES WITH DESIGN. CONSULT ICPI PERMEABLE INTERLOCKING CONCRETE PAVEMENT MANUAL. DRAWING NOC . PERMEABLE PAVEMENT WITH FULL ICPI-68 EXFILTRATION TO SOIL SUBGRADE SCALE NO SCALE GRFF \ COLLEC IO \ MANAGE STORMWATER RUN-OFF 4X8 PERMEABLE � r • ,'� - PRODUCT 1 DIMENSIONS THICKNESS SF PER CUBE CUBE WEIGHT PERMEABIL ' EC03143 4"x8- 3-1/8" 96 3300 LBS 96% AQUA PAVER •,, a7 PRODUCTS DIMENSIONS THICKNESS SF PER CUBE CUBE WEIGHT '� 33"" PERMEABILI EC03145 5-x9-7/8" 3-1/8" 92 2925 LBS 8.8% SF RIMA PRODUCT if DIMENSIONS THICKNESS SF PER CUBE CUBE WEIGHT PERMEABILI1 4i'. 4 EC04020 8"x8" 3-1/8 99 2900 LBS 7.5%-10°'0 OLDE TOWNE PERMEABLE PRODUCT f DIMENSIONS THICKNESS SF PER CUBE CUBE WEIGHT PERMEABILIT EC03144 6"x4".6"x6",6"x9" 2-3/8" 90 2350 LBS 10.5% TU " F 3LOCK 4, 1y. Art'i-... .4;' ��t . RODUCT I DIMENSIONS THICKNESS SF PER CUBE vf ^9� " . I CUBE WEIGHT PERMEABILIT) EC04040 23-5/8'05-3/4" 3-1/8" 94 2200 LBS 40% 4X8 ' ERVIOUS PRO• CT I DIMENSIONS THICKNESS SF PER CUBE CUBE WEIGHT 3120 LBS PERVIOUS PV204OE 4"x8" 2-3/8" 120 YES 104 OLDE TOWNE PERVIOUS le PRODUCT f DIMENSIONS THICKNESS SF PER CUBE CUBE WEIGHT 3330 LBS PERVIOUS PV21340E 6"x4",6"x6',6"x9" 2-3/8" 124 YES II VEDBUILDING PERMIT APPLICATION CITY OF ATLANTIC BEACH OCT 2 6 �Q18 800 Seminole Road, Atlantic Beach, FL 32233 Office (904) 247-5826 Fax (904) 247-5845 Job Address: -VI"? Permit NumberiK-e31' Legal Description L-o-r 2A AND We-sT /12 a4 Lo-T I 2> Arackl Parcel# I brig 2.1-0000 O Floor Area of Sq.Ft. Sq.Ft Valuation of Work$ 49-1 4,90 Proposed Work heated/cooled -51$0 non-heated/cooled 92-6 Class of Work(circle one): New Addition Alteration Repair Move Demolition pool/spa window/door Use of existing/proposed structure(s) circle one): Commercial R ' i,a If an existing structure,is a fire sprinkler system installed? (Circle one): Yes No Nl/A Florida Product Approval # S_ k For multiple products use product approval torm Describe in detail the type of work to be performed: -p,2 9\o. ..rner•X, ►J�,.,J }��,, '-L, Property Owner Information: Name: At.e.-c1:1 Asp1 und.l Address: `l°1 CprcA-'^%k!� 5 CityStateZip 31.2-CL. Phone 9(34-- 2:3'7- 11 E-Mail or Fax# (Optional) Contractor Information: Company Name:CoatA-4.1 Gorr Cor•su\k1e'13 LLC. Qualifying Agent: 7ev kz 4k Address: 1453 $.,v-nC vt Gr City PVB State tel. Zip 3L 2 Office Phone 9UA{-z., --Z'7 I( Job Site/Contact Number Fax# State Certification/Registration# Cite- 12<, C "4 Z Architect Name& Phone# 1160_}L 'l acA-x) — TV- Engineer's Name & Phone# C ri5 50.Sot - 331- 0452- Fee Simple Title Holder Name and Address a)A Bonding Company Name and Address a A, Mortgage Lender Name and Address Nro Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. This permit becomes null and void if work is not commenced within six(6)months,or if construction or work is suspended or abandoned for a period of six6)months at any time after work is commenced. I understand that separate permits must be secured for Electrical-Work, Plumbing,Signs, Wells, Pools, Furnaces, Boilers, Heaters, Tanks and Air Conditioners,etc. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. I hereby certify that l have read and examined this a plication and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give a ority ti viola or cancel the provisions of any other federal,state, or local law regulating colt truction or the performance of construction. Si /, gnature of Owner L Signature of Contractor .144 Print Name Print Name p-' s : irL Sworn to and subs(' '6.arbet11J tSworn to and sues i•-• • this (oma' Day of 41' w: "'' • NDA R PATE' •�C�I this e4LDa o T;'':.- , • • R PATERAC FAV /� 's State o # GG 110715 r :;"1 ommi mmi # GG 110715 !`u�,_ Commission fires %- • , Commission Expires O ry `f/��C • ••••• sion Exp Notary Pu r'I q iin U'1 , ' r e�..I Ravk dn1 ' t In ' , CITY OF ATLANTIC BEACH " 9r_ j 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 (904)247-5800 ".40.F119'f' BUILDING REVIEW COMMENTS Date: 11/2/2018 Permit#: RES18-0359 Site Address: 347 7TH ST Review Status: denied RE#: 169929 0000 Applicant: COASTAL CONSTRUCTION AND Property Owner: ALEXIS ASPLUNDH CONSULTING LLC Email: COASTALCANDC@GMAIL.COM Email: SII Phone: 9042372711 Phone: 2157404462 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: 1. TOPO survey is required for development over 400sq.ft. 2 copies. 2. Contractor shall sign and date 2 copies of submitted site plans next to the F.F.E. To be written in by contractor. Form board survey will be required at slab inspection. 3. Requesting that the entry door to Bedroom#1,the entry door to J&J Bath and the entry door into the water closet room in the J&J Bath be changed to 2'8"to observe Section R320, Accessibility. 4. Receptacle spacing at the kitchen counter top as viewed on page E200 would not be acceptable. Spacing shall adhere to E3901.4.1 of the FBC-Residential 6th Edition. 5. Receptacle at the kitchen island shall adhere to E3901.4.2 and E3901.4.5, Exception. Important that the countertop overhangs not exceed 6 inches where the required receptacle is to be installed. 6. Requesting that a gfci service receptacle be installed near the A/C pads. 7. Submit installation details for the"dark wood siding", and material to be used. 8. Submit the ICC-ES report for the DELTA DRY STUCCO AND SOTNE, DORKEN SYSTEM, INC. 9. In regards to the glass railing on page A403, submit all information to confirm that the glass meets the requirements called out in Section 2407 GLASS IN HANDRAILS AND GAURDS. Submit shop drawings and details for the installation of the glass railing. Building Mike Jones Building Inspector/Plans Examiner City of Atlantic Beach 800 Seminole Road Atlantic Beach, FL 32233 4 Correction Comments 347 7th Street: (Architect's responses in red.) 1. TOPO survey is required for development over 400sq.ft. 2 copies. Addressed by contractor. 2. Contractor shall sign and date 2 copies of submitted site plans next to the F.F.E. To be written in by contractor. Form board survey will be required at slab inspection. Addressed by contractor. 3. Requesting that the entry door to Bedroom#1,the entry door to J&J Bath and the entry door into the water closet room in the J&J Bath be changed to 2'8"to observe Section R320, Accessibility. All 3 J&J bath doors have been changed to 2'-8". Entry door to Bedroom#1 was already at 3'-0". See sheet A 201. 4. Receptacle spacing at the kitchen counter top as viewed on page E200 would not be acceptable. Spacing shall adhere to E3901.4.1 of the FBC-Residential 6th Edition. Additional receptacles have been added. No point along countertop is more than 24" from receptacle per E3901.4.1. See sheet E200. 5. Receptacle at the kitchen island shall adhere to E3901.4.2 and E3901.4.5, Exception. Important that the countertop overhangs not exceed 6 inches where the required receptacle is to be installed. There are two receptacles on the kitchen island. Overhangs do not exceed 6 inches. Satisfying E3901.4.2 and E3901.4.5. See sheet E 200. 6. Requesting that a gfci service receptacle be installed near the A/C pads. GFCI receptacle has been added at the A/C pads. See sheet E 200. 7. Submit installation details for the"dark wood siding", and material to be used. HardiePlank lap siding will be used where wood siding is specified. See attached details. 8. Submit the ICC-ES report for the DELTA DRY STUCCO AND SOTNE, DORKEN SYSTEM, INC. Disregard Delta Dry Stucco. Dupont Tyvek Stuccowrap will be used over zip system. See attached details. 9. In regards to the glass railing on page A403, submit all information to confirm that the glass meets the requirements called out in Section 2407 GLASS IN HANDRAILS AND GAURDS. Submit shop drawings and details for the installation of the glass railing. Glass railing has been replaced by standard metal pipe guardrail. See sheets A 300/301. Additional Revisions 347 7th Street: 1. Standard roof overhangs have been reduced from 3'-0"to 2'-0"to satisfy Sect. 24-83. See Sheets A 203/300/301. 2. Roof eaves extended and architectural features added to satisfy Sect. 24-172. See sheets A 300/301. 3. Height from grade noted on elevations. See sheets A 300/301. # Aff—Lteg._ HardiePlank® Lap Siding EFFECTIVE APRIL 2018 IMPORTANT:FAILURE TO FOLLOW JAMES HARDIE WRITTEN INSTALLATION INSTRUCTIONS AND COMPLY WITH APPLICABLE BUILDING CODES MAY VIOLATE LOCAL LAWS,AFFECT BUILDING ENVELOPE PERFORMANCE AND MAY AFFECT WARRANTY COVERAGE.FAILURE TO COMPLY WITH ALL HEALTH AND SAFETY REGULATIONS WHEN CUTTING AND INSTALLING THIS PRODUCT MAY RESULT IN PERSONAL INJURY.BEFORE INSTALLATION,CONFIRM YOU ARE USING THE CORRECT HARDIEZONE®PRODUCT INSTRUCTIONS BY VISITING I-IARDIEZONE.COM OR CALL 1-866-942-7343(866-9-HARDIE) © CUTTING INSTRUCTIONS STORAGE& HANDLING: OUTDOORS INDOORS 1.Position cutting station so that airflow blows dust away from the DO NOT grind or cut with a power saw indoors.Cut using shears(manual,pneumatic or Store flat and keep dry and covered prior to user and others near the cutting area. electric)or the score and snap method,not recommended for products thicker than 7/16 in. installation.Installing siding wet or saturated may 2.Cut using one of the following methods: result in shrinkage at butt joints.Carry planks on a.Best: Circular saw equipped with a HardieBlade'saw blade and attached vacuum dust collection system.Shears - DO NOT dry sweep dust;use wet dust suppression or vacuum to collect dust. edge. Protect edges and corners from breakage. (manual,pneumatic or electric)may also be used,not - For maximum dust reduction,James Hardie recommends using the"Best"cutting James Hardie is not reSp0nsible for damage caused recommended for products thicker than 7/16 in. practices.Always follow the equipment manufacturers instructions ons Forproper operation. b.Better: Circular saw equipped with a dust collection feature by improper storage and - (e.g.Roanm saw)and a HardieBlade saw blade. For best performance when cutting with a circular saw,James Hardie recommends handling of the c.Good: Circular saw equipped with a HardieBlade saw blade. using HardieBlade°saw blades. product. �® - Go to jameshardiepros.com for additional cutting and dust control recommendations. -� IMPORTANT The Occupational Safety and Heath Administration(OSHA)regulates workplace exposure to silica dust.For construction sites,OSHA has deemed that cutting fiber cement with a circular saw having a blade diameter less than 8 inches and connected to a commercially available dust collection system per manufacturer's instructions results in exposures below the OSHA Permissible Exposure Umit(PEL)for respirable crystalline silica,without the need for additional respiratory protection. If you are unsure about how to comply with OSHA silica dust regulations,consult a qualified industrial hygienist or safety professional,or contact your James Hardie technical sales representative for assistance.James Hardie makes no representation or warranty that adopting a particular cutting practice will assure your compliance with OSHA rules or other applicable laws and safety requirements. GENERAL REQUIREMENTS: I • HardiePlank®lap siding can be installed over braced wood or steel studs,20 gauge(33 mils)minimum to 16 gauge(54 mils)maximum,spaced a maximum of 24 in o.c.or directly to minimum 7/16 in thick OSB sheathing.See General Fastening Requirements.Irregularities in framing and sheathing can mirror through the finished application.Correct irregularities before installing siding. I • Information on installing James Hardie products over non-nailable substrates(ex:gypsum,foam,etc.)can be located in JH Tech Bulletin 19 at www.jamehardie.com • A water-resistive barrier is required in accordance with local building code requirements.The water-resistive barrier must be appropriately installed with penetration and junction flashing in accordance with local building code requirements.James Hardie will assume no responsibility for water infiltration.James Hardie does manufacture HardieWrap®Weather Barrier,a non-woven non-perforated housewrap',which complies with building code requirements. • When installing James Hardie products all clearance details in figs.3-14 must be followed. Double Wall Figure 1 Single Wall • Adjacent finished grade must slope away from the building in accordance with local building codes-typically a minimum Construction Construction of 6 in.in the first 10 ft.. water-resistive let-in bracing barrier 24 in.o.c.max. • Do not use HardiePlank lap siding in Fascia or Trim applications. plywood or �i� • Do not install James Hardie products,such that they may remain in contact with standing water. OSB sheathin� l • HardiePlank lap siding may be installed on flat vertical wall applications only. ��I I • DO NOT use stain,oil/alkyd base paint,or powder coating on James Hardie®Products. • For larger projects,including commercial and multi-family projects,where the span of the wall is i/ significant in length,the designer and/or architect should take into consideration the coefficient of thermal expansion and moisture movement of the product in their design.These values can be found in the Technical Bulletin"Expansion Characteristics of James Hardie®Siding Products"at www.jameshardie.com. j I •James Hardie Building Products provides installation/wind load information for buildings with a maximum mean roof s' height of 85 feet.For information on installations above 60 feet,please contact JH technical support. 440'..;:',.INSTALLATION: JOINT TREATMENT Figure 2 One or more of the following joint treatment options are / required by code(as referenced 2009 IRC R703.10.2) stud Nail nt, n se not preseent,ppllaceel fastener A.Joint Flashing(James Hardie recommended) teller between 3/4 in.&1 in. /water-resistive ilrB.Caulking'(Caulking is not recommended from top of plank) barrier for ColorPlus for aesthetic reasons as the Caulking Nail 3/8 in.from ° ° °°° fastener and ColorPlus will weather 10,,.. edge of plank differently.For the same reason, flashing . Leave appropriate gap between ° °° Install a 1 1/4 in.starter strip to do not caulk nail heads on Install planks in planks and trim,then caulk.' ensure a consistent plank angle ColorPlus products.) `- "ifi moderate contact �?', ^ at butt joints C."H" jointer cover Note:Field painting over caulking may produce a sheen difference when compared to the field painted PrimePlus."Refer to Caulking section in these instructions. ® JamesHardie 'For additional information on HardieWrap®Weather Barrier,consult James Hardie at 1-866-4Hardie or www.hardiewrap.com SELECT CEDARMILL° I SMOOTH I BEADED CEDARMILL° I BEADED SMOOTH I CUSTOM COLONIAL—SMOOTH I CUSTOM COLONIAL"ROUGHSAWN Visit jameshardiepros.com for the most recent version. HS11119 P1/4 04/18 HardiePlank Lap Siding CLEARANCE AND FLASHING REQUIREMENTS Figure 3 Figure 4 Figure 5 Figure 6 Roof to Wall Horizontal Flashing Kickout Flashing Slabs, Path, Steps to Siding ilainirgis.---- Z-Flashing j / As wired ' u try IRC code Amok— �. g min4in.x4in. Min.Ya in. OP' F-- Min. Do not caulk Min. ?°..44e4116.4it 4 rri ... ,,..i .:. ‘ lin. Figure 7 Figure 8 Figure 9 Figure 10 Figure 11 Deck to Wallii Ground to Siding / Gutter to Siding Sheltered Areas Mortar/Masonry �p�I' """ �^� r., -Flashing si 0 °"" 'I ZlFlashingIfisoll .--111 --.1 �i .••hing Z-FI.sling 1 . _______:,,,,, , ___ 40 ., '4141s1 -----7__�— Min'%in. � i ,• ' Min.1/2 in. m./in. Figure 12 Figure 13 Figure 14 Drip Edge Block Penetration Valley/Shingle Extension (Recommends,1 c I-17 1,% i' ZFI a i � /' Extend shingles Min.'/.1 at least 1 in.out � �— D caulk from the fascia �� / I:4"::______.>I---- when gutters are present FASTENER REQUIREMENTS''* Blind Nailing is the preferred method of installation for HardiePlank®lap siding products.Face nailing should only be used where required by code for high wind areas and must not be used in conjunction with Blind nailing(Please see JH Tech bulletin 17 for exemption when doing a remain.Pin-backed corners may be done for aesthetic purposes Only. IFinish nails are recommended for pin-backs. Headed siding nails are allowed.Place pin-backs no closer than 1 in.from plank ends&3/4in.from plank edge into min.3/8in.wood structural panel.Pin-backs are not a substitute for blind or face nailing BLIND NAILING FACE NAILING Nails-Wood Framing Nails-Wood Framing •Siding nail(0.09 in.shank x 0.221 in.HD x 2 in.long) •6d(0.113 in.shank x 0.267 in.HO x 2 in.long) •11 ga.roofing nail(0.121 in.shank x 0.371 in.HD x 1.25 in.long) •Siding nail(0.09"shank x 0.221"HD x 2"long) Screws-Steel Framing Screws-Steel Framing •Ribbed Wafer-head or equivalent(No.8 x 1 1/4 in.long •Ribbed Bugle-head or equivalent(No.8-18 x 1-5/8 in.long x x 0.375 in.HD)Screws must penetrate 3 threads into metal framing. 0.323 in.HD)Screws must penetrate 3 threads into metal framing. Nails-Steel Framing Nails-Steel Framing •ET&F Panelfast•nails or equivalent(0.10 in.shank x 0.313 in.HD x 1-1/2 in.long) •ET&F pin or equivalent(0.10 in.shank x 0.25 in.HD x 1-1/2 in.long) Nails must penetrate minimum 1/4 in.into metal framing. Nails must penetrate minimum 1/4 in.into metal framing. OSB minimum 7/16 in. OSB minimum 7/16 in. •11 ga.roofing nail(0.121 in.shank x 0.371 in.HO x 1.75 in.long) •Siding nail(0.09 in.shank x 0.221 in.HD x 1-1/2 in.long)* •Ribbed Wafer-head or equivalent(No.8 x 1 5/8 in.long x 0.375 in.HD). When face nailing to OSB,planks must be no greater than 91/4 in.wide and fasteners must be 12 in.o.c.or less. -*Also see General Fastening Requirements;and when considering alternative fastening options refer to James Hardie's Technical Bulletin USTB 17-Fastening lips for HardiePlank Lap Siding. HS11119 P2/4 04/18 ` y ra y HardiePlanke Lap Siding FASTENER REQUIREMENTS continued 24' Figure 15 Figure 16 Stud l'� O.C.max Stud 24" -,....-.1-0..,-,F— li�l°'Ijlllldl -- - O.C.maxy 1-- Joint ._._, FlashingIiiiIIIIIINIM 1 1/4'min. I }^ _i' Minimum overlap ___eii.."•'-i Overlap �__�` ! for Both Face \ __. _ r,,,_YIN � .-�' and Blind Nailing �,.u.-i r . r au^l •� = Nail Line, =: I l, l1 _ 34'_1 � ;— --- Blind Nail II II l' min.1 1/4 in. I -21---"".---*--- INN Face Nail t l i . fIl Water Resistive Water Resistive Bamer 1 1/4'min. ' l Barrier Overlap Laminate sheet to be removed immediately after installation of each course for ColorPluse products. GENERAL FASTENING REQUIREMENTS PNEUMATIC FASTENING Fasteners must be corrosion resistant,galvanized,or stainless steel.Electro-galvanized James Hardie products can be hand nailed or fastened with a pneumatic tool. are acceptable but may exhibit premature corrosion. James Hardie recommends the Pneumatic fastening is highly recommended. Set air pressure so that the use of quality,hot-dipped galvanized nails.James Hardie is not responsible for the fastener is driven snug with the surface of the siding.A flush mount corrosion resistance of fasteners.Stainless steel fasteners are recommended when attachment on the pneumatic tool is recommended. This will help control the installing James Hardie®products near the ocean,large bodies of water,or in very depth the nail is driven.If setting the nail depth humid climates. (61 ® proves difficult,choose a setting that under drives Manufacturers of ACQ and CA preservative-treated wood recommend spacer materials the nail. (Drive under driven nails snug with a or other physical barriers to prevent direct contact of ACQ or CA preservative-treated SNUG FLUSH smoothfaced hammer Does not apply for wood and aluminum products.Fasteners used to attach HardieTrim Tabs to preserva installaation to steel framing). tive-treated wood shall be of hot dipped zinc-coated galvanized steel or stainless steel and in accordance to 2009 IRC R317.3 or 2009 IBC 2304.9.5 DO NOT DO NOT DO NOT USE • Consult applicable product evaluation or listing for correct fasteners type and et , 1 placement to achieve specified design wind loads. MO g IVOD 4) • NOTE:Published wind loads may not be applicable to all areas where Local Building Codes have specific jurisdiction.Consult James Hardie Technical Services if you are UNDER OVER SLANT ALUMINUM unsure of applicable compliance documentation. DRIVE DRIVE FASTENERS • Drive fasteners perpendicular to siding and framing. • Fastener heads should fit snug against siding(no air space). IF,THEN IF,THEN ADDITIONAL NAIL •NOTE:Whenever a structural member is present,HardiePlank should be fastened with even spacing to the structural member.The tables allowing direct to OSB or plywood WOOD STEEL FACE CLIPPED should only be used when traditional framing is not available. FRAME FRAME NAIL HEAD NAILS CUT EDGE TREATMENT �m \ V\ Caulk,paint or prime all field cut edges.James Hardie touch-up kits are required to ' (littouch up ColorPlus products. COUNIERSINK CAULKING HAMMER 4`.., &FILL STAPLES FLUSH `'r For best results use an Elastomeric Joint Sealant complying with ASTM C920 Grade NS, REMOVE& Class 25 or higher or a Latex Joint Sealant complying with ASTM C834.Caulking/Sealant REPLACE must be applied in accordance with the caulking/sealant manufacturer's written instructions. Note:some caulking manufacturers do not allow"tooling". PAINTING DO NOT use stain,oil/alkyd base paint,or powder coating on James Hardie®Products.Factory-primed James Hardie products must be painted within 180 days of installation. 100%acrylic topcoats are recommended.Do not paint when wet.For application rates refer to paint manufacturers specifications.Back-rolling is recommended if the siding is sprayed. HS11119 P3/4 04/18 •• . 1-7/ 6. •.• HardiePlank"Lap Siding COLORPLUS®TECHNOLOGY CAULKING,TOUCH-UP&LAMINATE •Care should be taken when handling and cutting James Hardie®ColorPlus®products.During installation use a wet soft cloth or soft brush to gently wipe off any residue or construction dust left on the product,then rinse with a garden hose. •Touch up nicks,scrapes and nail heads using the ColorPlus®Technology touch-up applicator.Touch-up should be used sparingly. If large areas require touch-up,replace the damaged area with new HardiePlank®lap siding with ColorPlus®Technology. •Laminate sheet must be removed immediately after installation of each course. •Terminate non-factory cut edges into trim where possible,and caulk.Color matched caulks are available from your ColorPlus®product dealer. •Treat all other non-factory cut edges using the ColorPlus Technology edge coaters,available from your ColorPlus product dealer. Note:James Hardie does not warrant the usage of third party touch-up or paints used as touch-up on James Hardie ColorPlus products. Problems with appearance or performance arising from use of third party touch-up paints or paints used as touch-up that are not James Hardie touch-up will not be covered under the James Hardie ColorPlus Limited Finish Warranty. PAINTING JAMES HARDIE®SIDING AND TRIM PRODUCTS WITH COLORPLUS®TECHNOLOGY When repainting ColorPlus products,James Hardie recommends the following regarding surface preparation and topcoat application: • Ensure the surface is clean,dry,and free of any dust,dirt,or mildew • Repriming is normally not necessary •100%acrylic topcoats are recommended • DO NOT use stain,oil/alkyd base paint,or powder coating on James Hardie®Products. •Apply finish coat in accordance with paint manufacturers written instructions regarding coverage,application methods,and application temperature • DO NOT caulk nail heads when using ColorPlus products,refer to the ColorPlus touch-up section COVERAGE CHART/ESTIMATING GUIDE Number of 12 ft.planks,does not include waste COVERAGE AREA LESS QNNINGS 51/4 6114 RDIEP/IVK®14113r2SIDINCIWIDTH 81/4 91/4 91/2 12 (1 SQ=100 sq.ft) (exposure) 4 5 6 61/4 6 3/4 7 8 81/4 10 3/4 1 25 20 17 16 15 14 13 13 9 2 50 40 33 32 30 29 25 25 19 3 75 60 50 48 44 43 38 38 28 4 100 80 67 64 59 57 50 50 37 5 125 100 83 80 74 71 63 63 47 6 150 120 100 96 89 86 75 75 56 7 175 140 117 112 104 100 88 88 65 8 200 160 133 128 119 114 100 100 74 9 225 180 150 144 133 129 113 113 84 10 250 200 167 160 148 143 125 125 93 11 275 220 183 176 163 157 138 138 102 12 300 240 200 192 178 171 150 150 112 13 325 260 217 208 193 186 163 163 121 14 350 280 233 224 207 200 175 175 130 15 375 300 250 240 222 214 188 188 140 16 400 320 267 256 237 229 200 200 149 17 425 340 283 272 252 243 213 213 158 18 450 360 300 288 267 257 225 225 167 19 475 380 317 304 281 271 238 238 177 20 500 400 333 320 296 286 250 250 186 This coverage chart is meant as a guide.Actual usage is subject to variables such as building design.James Hardie does not assume responsibility for over or under ordering of product. HS11119 P4/4 04/18 DANGER:May cause cancer if dust from product is inhaled.Causes damage to lungs and respiratory system through prolonged or repeated inhalation of dust from product.Refer to the current product Safety Data Sheet before use. The hazard associated with fiber cement arises from crystalline silica present in the dust generated by activities such as cutting,machining,drilling,routing.sawing,crushing,or otherwise abrading fiber cement,and when cleaning up,disposing of or moving the dust When doing any of these activities in a manner that generates dust you must(1)comply with the OSHA standard for silica dust and/or other applicable law,(2)follow James Hardie cutting instructions to reduce or limit the release of dust;(3)warn others in the area to avoid breathing the dust;141 when using mechanical saw or high speed cutting tools,work outdoors and use dust collection equipment;and(5)if no other dust controls are available,wear a dust mask or respirator that meets NIOSH requirements(e.g.N-95 dust mask).During clean-up,use a well maintained vacuum and fitter appropriate for capturing fine(respirable)dust or use wet clean-up methods-never dry sweep. A WARNING:This product can expose you to chemicals including respirable crystalline silica,which is known to the State of California to cause cancer.For more information go to P65Wamings.ca.gov. RECOGNITION:I In accordance with ICC-ES Evaluation Report ESR-2290.HardiePlank®lap siding is recognized as a suitable alternate to that specified in the 2006,2009,2012&2015 International Residential Code for One and Two-Family Dwellings,and the 2006.2009.2012&2015 International Building Code.HardiePlank lap siding is also recognized for application in the following:City of Los Angeles Research Report No.24862,State of Florida Product Approval FL413192. Miami-Dade County Florida NOA No.17-0406.06,U.S.Dept.of HUD Materials Release 12631,Texas Department of Insurance Product Evaluation EC-23.City of New York MEA 223-93-M,and California DSA PA-019.These documents should also be consulted for additional information concerning the suitability of this product for specific applications. ®2018 James Hardie Building Products,Inc.M rights reserved TM,SM and® Product warranties,safety information and additional installation ® da In denote trademarks or registered trademarks of James Hardie Technology Limited. information are available at jameshardiepros.com DuPont" Tyvek® StuccoWrap® PHYSICAL PROPERTIES DATA SHEET DUPONT"TYVEK® PROPERTIES METHOD STUCCOWRAP® Air Penetration Resistance ASTM E2178 (cfm/ft201.57 psf) 0.004 Gurley Hill (TAPPI T-460) (sec/100cc) >300 ASTM E1677 Type 1 Drainage ICC-ES AC 24 Section 6.11 Pass ASTM E2273 >98% ICC-ES AC 235 Section 4.5 Pass Water Vapor Transmission ASTM E96-00 Method A (g/m2-24 hrs) 250 (perms) 36 Method B (g/m2-24 hrs) 350 (perms) 50 Water Penetration Resistance AATCC 127 (cm) 210 Basis Weight TAPPI T-410 (oz/yd2) 2.1 Breaking Strength ASTM D882 (lbs/in) 30/30 Tear Resistance(Trapezoid) ASTM D1117 (lbs) 7/9 Surface Burning Characteristics ASTM E84 5 Flame Spread Index Class A Smoke 25 Developed Index Class A Ultra Violet Light Exposure(UV) 120 days(4 months) These values represent roll averages.Individual roll results may differ due to normal manufacturing variations. For more information about DuPont'" WARNING:DuPont'"Tyvek®is combustible and Tyvek®Weatherization System products, should be protected from a flame and other high heat please call 1-800-44-Tyvek or visit us at sources.If the temperature of DuPont'"Tyvek' reaches 750°F 1400°C),it will burn and the fire may www.Construction.Tyvek.com spread and fall away from the point of ignition. DuPont"" Tyvek° StuccoWrap® Copyright O 2016 El.du Pont de Nemours and Company.All rights reserved.The DuPont Oval Logo,DuPont`,Tyvele and StuccoWrap°'are registered trademarks or trademarks of El.du Pont de Nemours and Company or its affiliates.K-05030-2 9/16 A y TYPICAL WALL FINISH COAT BROWN COAT SCRATCH COAT WIRE LATH `� WEATHER RESISTANT BARRIER ,,-I (TYVEVHOMEWRAP® RECOMMENDED) 0 TYVEK® STUCCOWRAP® PLYWOOD SHEATHING 2"x4" WOOD STUDS `� d 0 w/ R-13 BATT INSULATION �, NT, 1/2" GYPSUM BOARD o oe V�el`, ///. ap • kyr t S i r /,, ) v .: U Ti ' op 0N „ro ' �''/ ' LAP AND TAPE TYVEK® � IIIIII� 0 AT JOINTS ill IIIIIIV TYPICAL WALL ISOMETRIC RESIDENTIAL WOOD FRAME STRUCTURE w/STUCCO (COOLING C.) CLIMATE) OFFIC,F COPY PERMITTED BUILDING DATA DO NOT WRITE BELOW — OFFICE USE ONLY Applicable Codes: 6th Edition (2017) Florida Building Code DEVELOPMENT SIZE: 92 Habitable Space (ft`-') 3't9 S Non-Habitable Space (ft') LAND INFORMATION: Zoning District i2 S- 2 Flood Zone )( _ Minimum FFE 0,0 BUILDING INFORMATION: Construction Type U5 Occupancy Group S; n3f4 l=a n,; fy Number of Stories 2., Max Occupancy Load Fire Sprinklers Required Jid— CONDITIONS/ COMMENTS: Rev. 2.7.2018 Property Appraiser- Property Details Page 1 of 2 ASPLUNDH ALEXIS* 1 Primary Site Address Official Record Book/Page Thei. 99 ORANGE ST 347 7TH ST 18469-02198 9416 NEPTUNE BEACH,FL 32266 Atlantic Beach FL 32233 347 7TH ST Property Detail Value Summary RE# 169929-0000 2017 Certified 2018 In Pronressl Tax District USD3 Value Method (-AMA LAMA Property Use 0100 Single Family Total Building Value $85,778.00 393,803.00 #of Buildings 1 Extra Feature Value $1,954.00 $2,000.00 Legal Desc. For full legal description see Land Value(Market) $340,000.00 $400,000.00 -Land&Legal section below Land Value(Panic.) $0.00 i$0.00 Subdivision 03101 ATLANTIC BEACH lust(Market)Value 3427,732.00 $495,803.00 Total Area i 9652 Assessed Value $249,555.00 $254,795.00 The sale of this property may result in higher property taxes.For more information go Cap Diff/Portability Amt $178,177.00/$0.00 $241,008.00/$0. to Save Our Homes and our Property Tax Estimator.'In Progress'property values, exemptions and other supporting information on this page are part of the working tax Exemptions $50,000.00 See below roll and are subject to change.Certified values listed in the Value Summary are those Taxable value $199,555.00 `lee below certified in October,but may include any official changes made after certification Learn how the Property Anoraiser's Office values orooerty Taxable Values and Exemptions—In Progress If there are no exemptions applicable to a taxing authority,the Taxable Value is the same as the Assessed Value listed above in the Value Summary box. County/Municipal Taxable Value SJRWMD/FIND Taxable Value School Taxable Value Assessed Value $254,795.00 Assessed Value $254,795.00 Assessed Value $254,795.00 Homestead(HX) -$25,000.00 Homestead(FD() -$25,000.00 Homestead(HX) $25,000.00 Homestead Banding 1%.031(1)(b)(HB) Homestead Banding 196.031(1Xb)(14B) Taxable Value $229,795.00 -$25,000.00 -$25,000.00 Taxable Value $204,795.00 Taxable Value $204,795.00 Saks History_ ..: Book/Page Sale Date Sale Price i Deed Instriiii I 0RIIININILUNINARINIedVacant/Improved 18469-0219(1 7/18/2018 $695,000.00 WD-Warranty Deed i Qualified Improved 08851-00536 2/12/1998 $184,000.00 WO-Warranty Deed Qualified Improved 06540-00706 6/30/1988 $104,000.00 WD-Warranty Deed Unqualified Improved 05188-01076 9/15/1980 $50,000.00 WD-Warranty Deed Unqualified Improved t Extra Features I LN Feature Code Feature Description Bldg. Length Width Total Units Value 1 FPMR7 Fireplace Masonry - 1 0 0 1.00 $621.00 2 DKWR2 Deck Wooden 1 10 i 24 240.00 $796.00 3 DKWR2 Deck Wooden 1 11 1 16 176.00 $583.00 Land&Legal Land Legal LN Code Use Description MOBS 1 Plat Depth I CaMoory kaNd I Valid tog tI11.N I Legal monunIN I I 5.69 16.25-29E 1 0100 ACS LD 3 7 UNITS PER ARS-2 75.00 130.00 Common 1.00 Lot ,$400,000.00 2 I ATLANTIC BEACH 3 j W1/2 LOT 18,107 20 81K 9 Buildings t Building 1 Building 1 Site Address i element Code Detail 347 7TH ST Atlantic Beach FL 32233 Exterior Wall 7 7 Cem Fib Shing ..Roof Struct 3 3 Gable or Hip Building Type 0101-SFR 1 STORY Roofing Cover 3 3 Asph/Comp Sting Year Built 1947 Interior Wall 3 3 Plastered Building Value $93,803.00 i Int Flooring 9 9 Pine/Soft Wood I Int Flooring 11 11 Cer Clay Tile https://paopropertysearch.coj.net/Basic/Detail.aspx?RE=1699290000 10/10/2018 Property Appraiser- Property Details Page 2 of 2 TYRO I Gross I Area Area I Affective -Heating Fuel 14 14 Electric AHeating Type 4 4 Forced-Ducted 1 Base Area 1378 1378 1378 Air Cond 3 3 Central Finished Det 240 0 156 Utility — I 111l its Finished 440 Element Code Garage 0 220 Stones 1.0001;1 Fin Screened Bedrooms 3.000 L L"J 105 0 37 ctw �r T i Porch Baths 2.000 J Total 2163 1378 1791 1Rooms/Units 1.000 2018 Notice of Proposed Property Taxes Notice(TRIM Notice) - Proposed (Rolled-bed( 1 Taxing District Assessed Value Exemptions TaxableValue Last Gen Govt Beaches $254,795.00 $50,000.00 $204,795.00 $1,626.61 $1,669.33 !$1,565.68 Public Schools:By State Law $254,795.00 $25,000.00 $229,795.00 $951.44 $929.52 $919.48 By Local Board $254,795.00 $25,000.00 '$229,795.00 $504.80 $516.58 ;$487.83 FL Inland Navigation Dist. $254,795.00 $50,000.00 $204,795.00 $6.39 $6.55 $6.18 Atlantic Beach $254,795.00 $50,000.00 $204,795.00 $644.26 $661.18 ,$619.55 Water Mgmt Dist.SJRWMD $254,795.00 $50,000.00 ,$204,795.00 $54.36 $52.47 ;$52.47 Gen Gov Voted $254,795.00 $50,000.00 $204,795.00 $0.00 $0.00 $0.00 School Board Voted $254,795.00 $25,000.00 $229,795.00 $0.00 $0.00 i$0.00 Urban Service Dist3 $254,795.00 $50,000.00 '$204,795.00 $0.00 $0.00 ,$0.00 Totals $3,787.86 $3,835.63 $3,651.19 — I Just Value Assessed Value Exemptions Taxable Value Last Year $427,132.00 $249,555.00 $50,000.00 $199,555.00 Current Year $495,803.00 $254,795.00 $50,000.00 $204,795.00 2018 TRIM Property Record Card(PRC) This PRC reflects property details and values at the time of the original mailing of the Notices of Proposed Property Taxes(TRIM Notices) in August. Property Record Card(PRC) The PRC accessed below reflects property details and values at the time of Tax Roll Certification in October of the year listed. 2017 2016 2015 2014 •To obtain a historic Property Record Card(PRC)from the Property Appraiser's Office, submit your request here: More Information ontact Us I Parcel Tax Record I GIS Mau I Map this property on Goocpe Mans I City Fees Record https://paopropertysearch.coj.net/Basic/Detail.aspx?RE=1699290000 10/10/2018 1 1,Q UtIVE . D ,., BUILDING PERMIT APPLICATION CITY OF ATLANTIC BEACH OCT 2 6 201$ 800 Seminole Road, Atlantic Beach, FL 32233 Office (904) 247-5826 Fax(904) 247-5845 n `, ) 1 Job Address: �9-7 '?+� �� Permit Number:P-eat -b3 Legal Description L.- -r 20 AN ‘4c-ST 11—o4 (-01. 15f 4rL .!-1 Parcel# )L1 Z9-cxxxo Floor Area of Sq.Ft. Sq.Ft 1-f Valuation of Work$ 77)(0 20 Proposed Work heated/cooled 311`t(-0 non-heated/cooled 92-L' Class of Work(circle one): New Addition Alteration Repair Move Demolition pool/spa window/door Use of existing/proposed structure(s) (circle one): Commercial Re •.- ti. If an existing structure, is a fire sprinkler system installed? (Circle one): Yes No 1`1/A Florida Product Approval# Siza-41-40 For multiple products use product approval (rm Describe in detail the type of work to be performed: 7p P\a.L.Axr tr� '1,-)R-' J 4Nti Property Owner Information: Name: At-e--. 1.s g3fp1 vnd-h � Oc- ..Ni_..Address: C,_. 5•s City try-f-lir-e._ 6�.c9-. State# -Zip 3Z2-c t.> Phone S(..P4--- L'3-7-21 II E-Mail or Fax#(Optional) rr�� II Contractor Information: COcU*o,l Cc P1 (C W 9 6 .CDW Company Name:C-04.1-63\-i C14:anrI i Cei .s1A1 `J 1-1-.C_,1-1-.C_, � �Qualifying Agent: ^ ,..e..1/4,41.5t._ 3208 Z Address: 11,33rt3urr.ih Ci n Gr City B State 'k.. Zip Office Phone Sop{-2 3-Z'7 t 1 Job Site/Contact Number - Fax# State Certification/Registration# C134., l2Co (71•4-2-• Architect Name&Phone# Me,,-}e.._ tvlacs-a - Zy°►-21'2,4 Engineer's Name & Phone# Giri.S SGSoe‘i. - 331- O4S2._ Fee Simple Title Holder Name and Address 0314% Bonding Company Name and Address �A Mortgage Lender Name and Address i-4 A Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. This permit becomes null and er work voids o menced.otcommenced I understand that sepahin six rate permits mr ut be secured for Electricalconstruction or work is Pended or abandoneci Work,Plumbing,Signo,r aWells,Period ools, Fux rnacess,Bomonths at ilerys,time Heaters, Tanks and Air Conditioners,etc. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BN ORE RECORDING YOUR NOTICE OF CONT. I herebycertify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing thi: type of ork will be complied with whether specified herein or not. The granting of a permit does not presume to give a ,ority ti viola : or cancel the provisions of any other federal,state,or local taw regulating construction or the performance of construction. Signature of Owner 'd(1 ,J,FL. Signature of Contractor i/�� dik Print Name 4...,i,;,;- N„� ,F ,1Q4.‘ Print Name --" ,t.-6",e_.,s ;tom i'' <- Sworn to and subs - - Sworn to and subs -,...1..-:-;..------- A this 141,`" Day of 1! ,P.::.;,,:� .NDA •R PATE" ► this le4�Da o' tili� _�:.� . , ■ PATERAC•. , r^� State o GG ommission # GG 110715 I (��i,1 r?. Commission sion 11 1S 1 in 1 '' y Commission Expires /`` '` Notary Pur' " 41 _11, —t Notary friTirc Iffitall111111111111111E. Revised 01.26.10 S 71.e o i' /QriG/a FORM R405-2017 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Asplundh Residence Builder Name: Coastal Construction&Consulting LLC Street: 347 7th Street Permit Office: Duval City,State,Zip: Atlantic Beach ,FL,32233 Permit Number: Owner: Alexis Asplundh Jurisdiction: Design Location: FL,Jacksonville County: duval(Florida Climate Zone 2) 1. New construction or existing New(From Plans) 9. Wall Types(4855.2 sqft.) Insulation Area 2. Single family or multiple family Single-family a. Frame Wood,Exterior R=19.0 4651.70 ft2 b. Frame-Wood,Adjacent R=19.0 203.50 ft2 3. Number of units, if multiple family 1 c. N/A R= ft2 4. Number of Bedrooms 3 d. N/A R= ft2 5. Is this a worst case? No 10.Ceiling Types (2589.0 sqft.) Insulation Area a. Roof Deck(Unvented) R=20.0 2589.00 ft2 6. Conditioned floor area above grade(ft2) 3445 b. N/A R= ft2 Conditioned floor area below grade(ft2) 0 c. N/A R= ft2 11.Ducts R ft2 7. Windows(459.2 sqft.) Description Area a.Sup:Attic, Ret:Attic,AH: 1st Floor 8 475 a. U-Factor: Dbl, U=0.32 459.17 ft2 b.Sup: Attic, Ret:Attic,AH:2nd Floor 8 210 SHGC: SHGC=0.19 b. U-Factor: N/A ft2 12.Cooling systems kBtu/hr Efficiency SHGC: a.Central Unit 48.0 SEER:16.00 b.Central Unit 18.0 SEER:14.50 c. U-Factor: N/A ft2 SHGC: 13.Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft2 a. Electric Heat Pump 48.0 HSPF:9.10 SHGC: b. Electric Heat Pump 18.0 HSPF:8.20 Area Weighted Average Overhang Depth: 4.269 ft. Area Weighted Average SHGC: 0.190 14. Hot water systems 8. Floor Types (3445.0 sqft.) Insulation Area a. Propane Tankless Cap: 1 gallons EF:0.820 a.Slab-On-Grade Edge Insulation R=0.0 2589.00 ft2 b. Conservation features b. Floor Over Other Space R=0.0 856.00 ft2 None c.N/A R= ft2 15.Credits Pstat Total Proposed Modified Loads: 79.92 Glass/Floor Area: 0.133 PASS Total Baseline Loads: 101.85 I hereby certify that the plans and specifications covered by Review of the plans and :,.pc 1HE STgTF•'•,;• this calculation are in compliance with the Florida Energy specifications covered by this '1+,.; PRODUCT APPROVAL SPECIFICATION SHEkT As required by Florida Statute 553.842 and Florida Administrative Code 9B-72, please provide the information and approval numbers on the building components listed below, if they will be utilized on the construction project for which you are applying for a building permit. We recommend that you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Information regarding State Product Approval may be obtained at www.floridabuilding.org CATEGORY/SUB MANUFACTURER PRODUCT LIMITATION FL# OR CATEGORY DESC. OF USE SJCR## 1, EXTERIOR DOOR ASSEMBLIES A. ROLL-UP OVERHEAD ROLL UP SERIES 11494.6 DOOR GARAGE 391/399 DOOR B. SECTIONAL C. SLIDING �at_i> vp yL,SG D IMPACT II )oq SGD D. SWINGING THERMATRU FIBERGLASS IMPACT 3-0, 7630.1 FRDR 8-0 FRDR E. AUTOMATIC 2. WINDOWS A. AWNING B. CASEMENT JELD WEN VINYL 3-0, 6-0 13 1(7cj , CASEMENT zr-kr".<:-r C. DUAL ACTION D. DOUBLE HUNG E. SINGLE HUNG JELD WEN VINYL SH 3-0, 5-0/3-0, ply I, WINDOW 6-0 F. FIXED JELD WEN VINYL FXD ALL FIXED WINDOW AREA I D`�i 2 G. HORIZONTAL SLIDER H. PROJECTED I. PASS THROUGH 1 CATEGORY/SUB MANUFACTURER PRODUCT LIMITATION OF USE FL$1 OR CATEGORY DESC. SJCR# J. MULLIONS K. WIND BREAKER 3. PANEL WALLS S A. SIDING "S'q rAi S PI a k r�t k� $,c,y1C B. SOFFITS JAMES HARDIE NARDI HARDI SOFFIT & N/A SOFFIT HARDI FASCIA C. EIFS ( EXTERIOR TOTAL WALL SYNTHETIC ACRYLIC STUCCO N/A INSULATION FINISH STUCCO FINISH OVER LATH X SYSTEMS) MATERIAL D. STORE FRONTS E. CURTAIN WALLS F. WALL LOUVER G. GLASS BLOCK 4. ROOFING PRODUCTS A. BUILT UP ROOFING S ' B. MODIFIED BITUMEN ROOF SYSTEM C. SINGLE PLY ROOF SYSTEMS D. SPRAY APPLIED POLYURETHANE ROOF SYSTEM E. ROOFING FASTENERS F. ROOFING INSULATION G. ASPHALT SHINGLES OVv►'l1- Iry-ekc 54111 CCo lyra? 1062 - &S2 77S_ 2 CATEGORY/SUB MANUFACTURER PRODUCT DESC. LIMITATION OF USE FLU OR CATEGORY SJCR# H. WOOD SHINGLES _AND SHAKES I. ROOFING SLATE BORAL CEMENT TUE SPANISH S ROOF TILE 601.12 ROOF J. ROOF TILE ADHESIVES K. CEMENTS- ADHESIVES- COATINGS L. LIQUID APPLIED ROOF SYSTEMS M. UNDERLAYMENTS BORAL UNDERLAYMEN PEEL&STICK 14317.1 UNDERLAYMENT N. NON-STRUCTURAL v��f'(.�yw,} " vEpL3A 1.DC- pll`rY` IJ3Z j 1t,,Sl , METAL ROOFING S-)F.F LI . 032AcpL.y zth 0. ROOFING RILES P. WATER PROOFING 5. SHUTTERS A. ACCORDIAN B. BAHAMA C. STORM PANELS D. COLONIAL E. ROLL-UP F. EQUIPMENTS 6. SKYLIGHTS A. SKYLIGHT 3 CATEGORY/SUB MANUFACTURER PRODUCT DESC. LIMITATION OF USE FL# OR CATEGORY SJCR# 7. STRUCTURAL COMPONENTS A. TRUSS PLATES ALPINE PER ALPINE TRUSS ENGINEERING PAGES B. WOOD SIMPSON STRONG -HOLD DOWNS VARIOUS VARY CONNECTORS TIE -CABLE TIE CONNECTORS PER 10441 DOWN EOR PLANS 10446 C. ANCHORS D. EXTERIOR COOLERS- FREEZERS E. INSULATION FORM SYSTEMS F. ENGINEERED LUMBER G. WALL COMPONENTS H. DECK-ROOF B. NEW& INNOVATIVE BUILDING ENVELOPE PRODUCTS A. B. The products listed below did not demonstrate product approval at plan review. I understand that at the time of inspection of these products, the following information must be available to the inspector on the jobsite; 1)copy of the product approval, 2)the performance characteristics which the product was approved, 3) the performance characteristics which the product was tested and certified to comply with, 4) copy of the applicable manufacturers installation requirements. Further, I understand these products may have to be removed if approval cannot be demonstrated during inspection. igwrok, CONTRACTOR/AQ EN /APPLICANT SIGNATURE DATE 4 ,E ICC EVALUATION SERVICE Most Widely Accepted and Trusted ICC-ES Evaluation Report COPYESR-2375 Reissued October 1, 2009 This report is subject to re-examination in two years. www.icc-es.org I (800) 423-6587 I (562) 699-0543 A Subsidiary of the International Code Council® DIVISION: 07—THERMAL AND MOISTURE PROTECTION exterior side of exterior walls of buildings of any Section: 07270—Air Barriers construction type under the IBC and construction permitted Section:07280—Water-resistive Barriers under the IRC, except as noted in Section 4.4. They are equivalent to Grade D paper with a 60-minute water- REPORT HOLDER: resistance rating as described in IBC Section 2510.6 and IRC Section R703.6.3. All products may be used as air E.I. DuPONT DE NEMOURS&COMPANY, INC.(DuPONTTM') barrier materials under IRC Section N1102.4.1 and IECC DuPONT BUILDING INNOVATIONS Sections 402.4 and 502.4. CHESTNUT RUN PLAZA In addition, DuPont"' Tyvek`''StuccoWrap®—Style 1062X, POST OFFICE BOX 80721 DuPont" Tyveke DrainWrap"^—Style 1063X and WILMINGTON, DELAWARE 19880-0721 DuPont" Tyvek CommercialWrap D-Style 1083 may be (800)44-TYVEK used as components of an EIFS or one-coat stucco www.construction.tyvek.com drainage system as described in Section 4.4. tyvekinf@usa.dupont.com 3.0 DESCRIPTION EVALUATION SUBJECT: 3.1 General: DUPONT' TYVEK® HOMEWRAP®—STYLE 1055B; The products described in this report are comprised of DUPONT' TYVEK® STUCCOWRAP®—STYLE 1062X; nonwoven, flash spunbonded, nonperforated, olefin sheets DUPONT' TYVEK® DRAINWRAPTM'—STYLE 1063X; that are manufactured from high-density polyethylene DUPONT' TYVEK` COMMERCIALWRAP`°'—STYLE fibers combined with an ultraviolet stabilizing additive. 1162B; DUPONT' TYVEK® COMMERCIALWRAP' D- The products have been bonded by heat and pressure STYLE 1083; AND DUPONT"' TYVEK" HEADERWRAP into sheets with variations as described in Sections 3.2 through 3.6. 1.0 EVALUATION SCOPE Compliance with the following codes: All products have a flame spread index of less than 25 and a smoke-developed index of less than 450, when • 2006 International Building Code®(IBC) tested in accordance of ASTM E 84. • 2006 International Residential Code®(IRC) The sheet materials have an air leakage rate not • 2006 International Energy Conservation Code®(IECC) exceeding 0.02 Us/m2 (0.004 cfm/ft2) when used as an air barrier material under IRC Section N1102.4.1 and IECC • Other Codes (see Section 8.0) Section 402.4 or 502.4. Properties evaluated: 3.2 DuPont"' Tyvek® HomeWrap--Style 1055B: • Water resistance This product is a smooth sheet with a nominal basis weight • Surface-burning characteristics of 1.8 ounces per square yard (61 grams per square meter) and is produced in rolls of varying sizes. • Air leakage • Wall draining characteristics (DuPont"' Tyvek® 3.3 DuPont'" Tyvek®StuccoWrap®—Style 1062X: StuccoWrap®—Style 1062X, DuPont TM Tyvek® The product has a surface texture that is intended to allow DrainWrapTM—Style 1063X and DuPont"' Tyvek® for drainage of water that may get behind the exterior wall CommercialWrap® D-Style 1083 only) for EIFS and one- finish material. This product has a nominal basis weight of coat stucco 2.1 ounces per square yard (71 grams per square meter) 2.0 USES and is produced in rolls of varying sizes. DuPontTM Tyvek' HomeWrap®—Style 1055B; DuPont"' 3.4 DuPont' Tyvek® DrainWrapm—Style 1063X: Tyvek' StuccoWrap —Style 1062X; DuPont"' Tyvek® The product has a surface texture that is intended to allow DrainWrapTM—Style 1063X; DuPont TM Tyvek® for drainage of water that may get behind the exterior wall CommercialWrap®—Style 1162B; DuPont"" Tyvek® finish material. This product has a nominal basis weight of CommercialWrap® D-Style 1083; and DuPont"' Tyvek® 2.1 ounces per square yard (71 grams per square meter) HeaderWrap® are used as water-resistive barriers on the and is produced in rolls of varying sizes. ICC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed,nor are they to be construed ■ �SI as an endorsement of the subject of the report or a recommendation for its use.There is no warranty by ICC Evaluation Service,Inc.,express or implied,as to any finding or other matter in this report,or as to any product covered by the report. Copyright©2009 Page 1 of 3 ESR-2375 I Most Widely Accepted and Trusted Page 2 of 3 3.5 9uPont'"" Tyvek®CommercialWrap®-Style 1162B: board edges must butt over studs. DuPontTM Tyvek® StuccoWrap®-Style 1062X, DuPontTM Tyvek® This product is a smooth sheet with a nominal basis weight DrainWrapTM-Style 1063X or DuPontTM Tyvek® of 2.7 ounces per square yard (92 grams per square CommercialWrap® D-Style 1083 must be applied as meter)and is produced in rolls of varying sizes. described in Section 4.2. For EIFS, minimum 1-inch-thick 3.6 DuPont"' Tyvek®HeaderWrap®: (25.4 mm) flat or grooved face Type I expanded ® ® polystyrene (EPS) foam plastic boards, recognized in a This product is the same as Tyvek® HomeWrap -Style current ICC-ES evaluation report as complying with ASTM 1055B,except that the rolls are narrower. C 578, are placed over the Tyvek® StuccoWrap®, Tyvek® 3.7 DuPont"' Tyvek®CommercialWrap®D-Style 1083: DrainWrapT"" or Tyvek®CommercialWrap D and fastened to the sheathing along the EPS edges and midway The product has a surface texture that is intended to allow between the horizontal edges. The fastener spacing must for drainage of water that may get behind the exterior wall not exceed 24 inches (610 mm) on center along the EPS finish material. This product has a nominal basis weight of edges. For midway locations, the fastener spacing must 2.4 ounces per square yard (81 grams per square meter) not exceed 16 inches (406 mm) on center and fasteners and is produced in rolls of varying sizes. must be located within 16 inches (406 mm) of the 4.0 INSTALLATION horizontal edges. Fasteners consist of wood screws sized to meet wind resistance requirements, with minimum 13/4- 4.1 General: inch-diameter (45 mm) plates or washers, and penetrating a minimum of 1/4 inch (6.4 mm) through the sheathing The manufacturer's published installation instructions and Weep screeds, as set forth in IBC Section 2512.1.2 or IRC this report must be strictly adhered to. If requested by the Section R703.6.2.1, must be installed. The EIFS base code official, a copy of this report must be available at the coat, fabric and finish coat must be installed over the EPS jobsite during installation. in accordance with the EIFS manufacturer's ICC-ES The use of Tyvek® HeaderWrap®in conjunction with any evaluation report. The one-coat stucco system must be of the products recognized in Sections 3.2 through 3.5 is installed in accordance with the manufacturer's ICC-ES optional. The use of tape to seal seams and edges of the evaluation report. products is optional, except as described in Section 4.4 5.0 CONDITIONS OF USE and where required by the manufacturer's installation instructions. The DuPontTM Tyvek®water-resistive barriers described in 4.2 Water-resistive Barrier: this report comply with, or are suitable alternatives to what is specified in, those codes listed in Section 1.0 of this The water-resistive barriers described in this report are report, subject to the following conditions: installed after wall framing is completed. The roll is placed 5.1 The water-resistive barriers must be installed in 6 to 12 inches (152 to 305 mm) from the starting corner accordance with the manufacturer's published and fastened to the sheathing with corrosion-resistant installation instructions, the requirements of the staples or nails approved by the manufacturer, and is then applicable code and this report. In the event of a unrolled around the building and fastened as set forth in conflict between this report and the manufacturer's the manufacturer's published installation instructions at top published installation instructions,this report governs. and bottom sill plates and at framing members. A minimum of 6 inches (152 mm) of overlap is provided for vertical 5.2 The water-resistive barriers must be covered by an seams and 2 inches (51 mm) for horizontal seams, except exterior wall finish complying with the requirements of where the manufacturer's installation instructions specify a the applicable code. greater overlap dimension. When use is over wood-based sheathing in exterior plaster applications, two layers of a 5.3 When DuPontTM Tyvek® StuccoWrap -Style 1062X, water-resistive barrier must be applied over sheathing in DuPontTM Tyvek DrainWrapT""-Style 1063X or accordance with IBC Section 2510.6 or IRC Section DupontTM Tyvek®CommercialWrap®D-Style 1083 are R703.6.3. For cementitious coatings or exterior insulation used in an EIFS wall covering assembly with drainage and finish systems, application must be in accordance with or a one coat stucco assembly as described in the evaluation report on the exterior coating. Section 4.4, the assembly must be specifically recognized in the evaluation report on the EIFS or 4.3 Air Barrier Material: one-coat stucco. When used as an air barrier,the products must be installed 5.4 This report is based on air leakage rates for the in accordance with the manufacturer's installation products as an air barrier material only. The design instructions and this report. and evaluation of the air barrier assembly of which 4.4 Wall Covering Assembly with Drainage: they are a component is outside the scope of this report The assembly described in this section complies with 6.0 EVIDENCE SUBMITTED Section 4.5 of the ICC-ES Acceptance Criteria for EIFS Clad Drainage Wall Assemblies (AC235) and Section 6.1 Data in accordance with the ICC-ES Acceptance 3.2.10 of the ICC-ES Acceptance Criteria for Cementitious Criteria for Water-resistive Barriers (AC38), dated Exterior Wall Coatings (AC11). The assembly is limited to February 2008. Type V construction, and may be used in Group R, Division 1 and 3, Occupancies. The system consists of 6.2 Data in accordance with Section 4.10 of the ICC-ES minimum 7/16-inch-thick (11.1 mm) Exterior or Exposure 1 Acceptance Criteria for EIFS Clad Drainage Wall plywood or Exposure 1 oriented strand board applied to Assemblies(AC235), dated October 2009. wood studs spaced a maximum of 16 inches (406 mm) on 6.3 Report of testing in accordance with ASTM E 84. center and fastened in accordance with the requirements of Chapter 23 of the IBC or Chapter 6 of the IRC. Vertical 6.4 Reports of testing in accordance with ASTM E 2178. ESR-2375 I Most Widely Accepted and Trusted Page 3 of 3 7.0 IDENTIFICATION 8.2 Uses The products described in this report are identified by a See Section 2.0, with the following modification for the label on the container of each roll of membrane, and by UBC:The products are also equivalent to a Grade D paper printing on the product that includes the report holder's as described in UBC Section 2506.4, with a 60-minute name, address, and telephone number; the product name; water-resistance rating. and the evaluation report number(ESR-2375). 8.3 Description 8.0 OTHER CODES See Section 3.0. 8.1 Evaluation Scope: 8.4 Installation In addition to the codes referenced in Section 1.0, the See Section 4.0, except for the following modification for products covered in this report were evaluated for the UBC: When use is over wood-based sheathing in compliance with the requirements of the following codes: exterior plaster applications, two layers of a water-resistive • 2003 International Building Code®(2003 IBC) barrier must be applied over sheathing in accordance with UBC Section 2506.4. • 2003 International Residential Code®(2003 IRC) 8.5 Conditions of Use • 2003 International Energy Conservation Code® (2003 See Section 5.0. IECC) 8.6 Evidence Submitted • 1999 BOCA National Building Code®(BNBC) See Section 6.0. • 1999 Standard Building Code®(SBC) 8.7 Identification • 1997 Uniform Building CodeTM (UBC) See Section 7.0. TYPICAL WALL FINISH COAT BROWN COAT SCRATCH COAT //\\ WIRE LATH , ` WEATHER RESISTIVE BARRIER , //- . _‹, 1-6 (TYVEK` HOMEWRAP`� RECOMMENDED) / TYVEK�' STUCCOWRAP®' \ 0' • 1•• i 1 1 1 1, I ii //`\\ ,,fl I I I I I I I I I I I I II I SHEATHING /, ,,rr,, ,iliiiiiii i1 �Iiir 2"x6" WOOD STUDS \ z w/ R-19 BATT INSULATION / �'I I.'11"�1� �,, , I i i l 1 lei Jim i VAPOR RETARDER ` ` 141. I1 . 1. ,, 1/2" GYPSUM BOARD / ` X11111111 11 II 1II .Q•, I 1 1 1 1 1 1 1 1 I I •GTI I I I . I ..,..•• /11111 ,, 11111. 1 1 11111 .* •• ❖, % .\--:7- ,1 1 1 1 1 1 1 1 1 1„w„ , „ , ,, •••••• ' (11111111111111111111, -"••/ 41111111111111111111 r•• I .D � 1 ••ii il 1 1 1 1 1 1 1 1 1 1 ♦♦ / /I 1 1 10 1 1 11 \ ;;• / /1 1 1 111 I I I �•�• ,� � 1 I 1 1 I 1 I 1/,, PANT, •, �/ i IIIIIIIIIIIY rU l oU • .f/I I I I I I I I I I I I I'' .;.;: ,11111111111111111/ ' ,, �� •iii r iQ11 111111( O•' LAP AND TAPE TYVEK® 1 1 1 1 1 1 1 1 1 1 1 1 1/ •• i i 5i 'ii' AT JOINTS p 1 1 1 1 1 1 1 1 1 1 1 1 1 1/ •••: / 1�. - 111111111111y •••� 4' llllllllly� •. 1 1111111111, 1 , 1111111 c 1 y TYPICAL WALL ISOMETRIC RESIDENTIAL WOOD FRAME STRUCTURE w/STUCCO (HEATING CLIMATE) DuPont Tyvek° StuccoWrap® PHYSICAL PROPERTIES DATA SHEET DUPONT'"TYVEK° PROPERTIES METHOD STUCCOWRAP" Air Penetration Resistance ASTM E2178 (cfm/ft2@1.57 psf) 0.004 Gurley Hill (TAPPI T-460) (sec/100cc) >300 ASTM E1677 Type 1 Drainage ICC-ES AC 24 Section 6.11 Pass ASTM E2273 >98% ICC-ES AC 235 Section 4.5 Pass Water Vapor Transmission ASTM E96-00 Method A (g/m2-24 hrs) 250 (perms) 36 Method B (g/m2-24 hrs) 350 (perms) 50 Water Penetration Resistance AATCC 127 (cm) 210 Basis Weight TAPPI T-410 (oz/yd2) 2.1 Breaking Strength ASTM D882 (lbs/in) 30/30 Tear Resistance(Trapezoid) ASTM D1117 (lbs) 7/9 Surface Burning Characteristics ASTM E84 5 Flame Spread Index Class A Smoke 25 Developed Index Class A Ultra Violet Light Exposure(UV) 120 days(4 months) These values represent roll averages. Individual roll results may differ due to normal manufacturing variations. For more information about DuPont" WARNING:DuPont'"Tyveks is combustible and Tyvek®Weatherization System products, should be protected from a flame and other high heat please call 1-800-44-Tyvek or visit us at sources.If the temperature of DuPont'"Tyvek® reaches 750°F 1400°C),it will burn and the fire may www.Construction.Tyvek.com spread and fall away from the point of ignition. DuPont" Tyvek) StuccoWrap. Copyright©2016 El.du Pont de Nemours and Company All rights reserved.The DuPont Oval Logo,DuPont",Tyvek®and StuccoWrap'are registered trademarks or trademarks of El.du Pont de Nemours and Company or its affiliates.K-05030-2 9/16 ESICC Most Widely Accepted and Trusted EVALUATION SERVICE InCarorrataaxan C7 Innovation RESEARCH LABS ICC-ES Evaluation Report ESR-1826 ICC-ES I (800) 423-6587 I (562) 699-0543 I www.icc-es.org Reissued 02/2018 This report is subject to renewal 02/2019. DIVISION: 07 00 00—THERMAL AND MOISTURE PROTECTION SECTION: 07 21 00—THERMAL INSULATION REPORT HOLDER: ICYNENE, INC. 6747 CAMPOBELLO ROAD MISSISSAUGA, ONTARIO L5N 2L7 CANADA EVALUATION SUBJECT: ICYNENE CLASSIC, CLASSIC ULTRA, CLASSIC ULTRA SELECT AND CLASSIC PLUS ICC ICC ICC cL.E PMG cLISTED Look for the trusted marks of Conformity! IS‘ "2014 Recipient of Prestigious Western States Seismic Policy Council MEM (WSSPC)Award in Excellence" A Subsidiary of aa it Accredited ICC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not SCC C specifically addressed, nor are they to be construed as an endorsement of the subject of the report or a ANSI recommendation for its use. There is no warranty by ICC Evaluation Service, LLC, express or implied, as J OCPS �sonec+rocs to any finding or other matter in this report, or as to any product covered by the report. G n El°Y , k CCN Copyright© 2018 ICC Evaluation Service, LLC. All rights reserved. ES Most Widely Accepted and Trusted C Innovation ICC-ES Evaluation Report ESR-1826 Reissued February 2018 This report is subject to renewal February 2019. www.icc-es.org I (800) 423-6587 I (562) 699-0543 A Subsidiary of the International Code Council® DIVISION: 07 00 00—THERMAL AND MOISTURE 2.0 USES PROTECTION Icynene Classic, Classic Ultra, Classic Ultra Select Section: 07 21 00—Thermal Insulation (replaces Classic Max and Classic Max Select, REPORT HOLDER: respectively) and Classic Plus are used to provide thermal insulation in buildings and to seal areas such as plumbing ICYNENE, INC. and conduit penetrations against air infiltration. The 6747 CAMPOBELLO ROAD insulations are for use in wall cavities and floor assemblies; MISSISSAUGA, ONTARIO L5N 2L7 and in attic and crawl space installations as described in CANADA Section 4.4. (905)363-4040 The Classic, Classic Ultra and Classic Ultra Select www.icynene.com insulations are for use in Type V construction under the IBC and dwellings under the IRC; fire-resistance-rated EVALUATION SUBJECT: construction when installed in accordance with Section 4.5; and in Types I through IV construction when installed in ICYNENE CLASSIC, CLASSIC ULTRA, CLASSIC ULTRA accordance with Section 4.6. SELECT AND CLASSIC PLUS The Classic Plus insulation is for use in 1.0 EVALUATION SCOPE nonfire- resistance-rated construction under the IBC and IRC and in Types I through IV construction when installed in 1.1 Compliance with the following codes: accordance with Section 4.6. ® The attributes of the insulations have been verified as • 2015,2012 and 2009 International Building Code®(IBC) conforming to the provisions of ICC 700-2008 Section • 2015, 2012 and 2009 International Residential Code® 703.2.1.1.1(c) as an air impermeable insulation. Note that (IRC) decisions on compliance for those areas rest with the user • 2015, 2012 and 2009 International Energy Conservation of this report. The user is advised of the project specific Code®(IECC) provisions that may be contingent upon meeting specific conditions, and the verification of those conditions is • 2013 Abu Dhabi International Building Code(ADIBC)t outside the scope of this report. These codes or standards 1The ADIBC is based on the 2009 IBC.2009 IBC code sections referenced often provide supplemental information as guidance. in this report are the same sections in the ADIBC. 3.0 DESCRIPTION Properties evaluated: 3.1 General: • Surface burning characteristics 3.1.1 Classic, Classic Ultra and Classic Ultra Select: • Physical properties Icynene Classic, Classic Ultra and Classic Ultra Select are low-density, open-cell, polyurethane foam plastic • Thermal performance(R-values) insulations and air barrier systems that are 100 percent • Attic and crawl space installation water-blown with an installed nominal density of 0.5 pcf (8 kg/m 3). The insulations are two-component, spray- • Fire–resistance-rated construction applied products.The two components of the insulation are polymeric isocyanate (A-Component, also known as Base • Air permeability Seal®) and proprietary resin (B-Component, Classic, • Exterior walls of Types I–IV construction Classic Ultra or Classic Ultra Select Resin). When stored at temperatures between 50°F (10°C) and 100°F (38°C), 1.2 Evaluation to the following green standard: the components have a shelf life of six months. • 2008 ICC 700 National Green Building StandardTM 3.1.2 Classic Plus: The Icynene Classic Plus foam (ICC 700-2008) plastic insulation is two-component, low density, open cell, spray-applied, foam plastic with a nominal density of Attributes verified: 0.7 pcf(11 kg/m3). The polyurethane foam is produced by • See Section 2.0 combining a polymeric isocyanate (A component) and ICC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed,nor are they to be construed 1111r--. S, as an endorsement of the subject of the report or a recommendation for its use.There is no warranty by ICC Evaluation Service,LLC,express or implied,as to any finding or other matter in this report,or as to any product covered by the report. .. Copyright®2018 ICC Evaluation Service,LLC. All rights reserved. Page 1 of 7 ESR-1826 I Most Widely Accepted and Trusted Page 2 of 7 proprietary resin, Classic Plus (B component). When instructions and this evaluation report must be available on stored at temperatures between 50°F (10°C) and 100°F the jobsite at all times during installation. (38°C),the components have a shelf life of twelve months. 4.2 Application: 3.2 Surface Burning Characteristics: 4.2.1 General: Icynene Classic, Classic Ultra, Classic 3.2.1 Classic, Classic Ultra and Classic Ultra Select: Ultra Select and Classic Plus foam plastic insulations must When tested in accordance with ASTM E84/UL 723, at a be applied on the jobsite using two-component, 1-to-1 thickness of 6 inches (152 mm) and a nominal density of ratio, spray equipment specified by Icynene, Inc. The foam 0.5 pcf (8 kg/m3), Icynene Classic, Classic Ultra and, plastic must not be sprayed onto a substrate that is wet, or Classic Ultra Select have a flame spread index of 25 or covered with frost or ice, loose scales, rust, oil or grease. less and a smoke-developed index of 450 or less. There is The foam plastic insulation must not be used in electrical no thickness limit when installed behind a code-prescribed outlet or junction boxes or in contact with rain or water, and 15-minute thermal barrier, except as noted in Section must be protected from the weather during and after 4.3.1.2 and Table 2. application. Where the insulation is used as air- 3.2.2 Classic Plus: When tested in accordance with impermeable insulation, such as in unvented attic spaces ASTM E84/UL 723, at a thickness of 4 inches (152 mm) regulated by ulati IBC Section installed or IRC Sectionr and a nominal density of 0.7 pcf (11 kg/m3), Icynene R806, the insulation must be at a minimum thicknesses noted in Section 3.4. The insulation can be Classic Plus has a flame spread index of 25 or less and a smoke-developed index of 450 or less. There is no installed in one pass to the maximum thickness. Where multiple passes are required, the cure time between thickness limit when installed behind a code-prescribed passes is negligible. 15-minute thermal barrier, except as noted in Section 4.3.1.2 and Table 2. 4.2.2 Classic, Classic Ultra and Classic Ultra Select: The insulation must be used in areas where the maximum 3.3 Thermal Resistance: service temperature is no greater than 180°F (82°C). The Icynene Classic, Classic Ultra, Classic Ultra Select and insulation must be applied when the temperature is at or Classic Plus have thermal resistance (R-values)at a mean above 14°F (-10°C) and be protected from the weather temperature of 75°F(24°C)as shown in Table 1. during and after application. 3.4 Air Permeability: 4.2.3 Classic Plus: The insulation may be used in areas where the maximum service temperature is no greater than Icynene spray-applied foam plastic insulations are 180°F (82°C). The insulation must be applied when the considered air-impermeable insulation in accordance with temperature is at or above 14°F (-10°C) and be protected 2015 IBC Section 1203.3 and 2015 and 2012 IRC Sections from the weather during and after application. R202 and R806.5 (2009 IRC Sections R202 and R806.4), 4.3 Thermal Barrier: at the following thicknesses: • Classic, Classic Ultra and Classic Ultra Select: 4.3.1 Classic, Classic Ultra, Classic Ultra Select and Minimum, 3 inches (76 mm) based on testing in Classic Plus: accordance with ASTM E2178. 4.3.1.1 Application with a Prescriptive Thermal • Classic Plus: Minimum, 2 inches (51 mm) based on Barrier: Icynene Classic, Classic Ultra, Classic Ultra testing in accordance with ASTM E2178.1Select and Classic Plus foam plastic insulations must be separated from the interior of the building by an approved 3.5 Intumescent Coatings: thermal barrier, such as 1/2-inch (12.7 mm) gypsum wallboard installed using mechanical fasteners in 3.5.1 No Burn Plus XD: No Burn Plus XD intumescent accordance with the applicable code, or an equivalent coating is a latex-based coating supplied in 1-gallon (4L) 15-minute thermal barrier complying with the applicable and 5-gallon (19L) pails and 55-gallon (208 L) drums. The code. When installation is within an attic or crawl space as coating material has a shelf life of 12 months when stored described in Section 4.4, a thermal barrier is not required in factory-sealed containers at temperatures between 40°F between the foam plastic and the attic or crawl space, but (4.4°C)and 90°F (32.2°C). is required between the foam plastic insulation and the 3.5.2 DC 315 Coating: DC 315 coating (ESR-3702), interior of the building. There is no thickness limit when manufactured by International Fireproof Technology, installed behind a code-prescribed 15-minute thermal International Inc. / Paint To Protect Inc., is a water-based barrier, except as noted in Section 4.3.1.2 and Table 2. intumescent coating supplied in 5-gallon (19L) pails and 4.3.1.2 Application without a Prescriptive Thermal 55-gallon (208L) drums. The coating material has a shelf Barrier or Ignition Barrier: The prescriptive 15-minute life of 12 months when stored in factory-sealed containers thermal barrier or ignition barrier may be omitted when at temperatures between 50°F(10°C)and 80°F (27°C). installation is in accordance with the following 3.5.3 Fireshell® F10E Coating: Fireshell® F10E coating, requirements: manufactured by TPR2 Corporation (ESR-3997), is a 4.3.1.2.1 The insulation must be covered on all surfaces water-based intumescent coating supplied in 5-gallon(19L) with a fire protective coating at the minimum thickness set pails and 55-gallon (208L)drums.The coating material has forth in Table 2. a shelf life of 12 months when stored in factory-sealed containers at temperatures between 45°F (7.2°C)and 95°F 4.3.1.2.2 The maximum installed thickness of the (35°C) insulation must not exceed the thicknesses set forth in Table 2. 4.0 INSTALLATION 4.3.1.2.3 The coating must be applied over the insulation 4.1 General: in accordance with the coating manufacturer's instructions The manufacturer's published installation instructions and and this report. this report must be strictly adhered to and a copy of these 4.4 Attics and Crawl Spaces: ESR-1826 I Most Widely Accepted and Trusted Page 3 of 7 4.4.1 Classic,Classic Ultra and Classic Ultra Select: The coatings must be applied when ambient and 4.4.1.1 Application with a Prescriptive Ignition Barrier: substrate temperature is at least 60°F (16°C) and no more When Icynene Classic, Classic Ultra and Classic Ultra than 95°F (35°C). All other surfaces (including glass) must Select foam plastic insulations are installed within attics be protected against damage from the coating. The where entry is made only for service of utilities, an ignition insulation may be installed in unvented attics when the barrier must be installed in accordance with IBC Section foam plastic is applied at a minimum thickness of 2603.4.1.6 and IRC Sections R316.5.3 and R316.5.4, as 3.5 inches (89 mm) as described in this section in applicable. The ignition barrier must be consistent with the accordance with 2015 IBC Section 1203.3, 2015 and 2012 requirements for the type of construction required by the IRC Section R806.5 or 2009 IRC Section R806.4, as applicable code and must be installed in a manner so that applicable. the foam plastic insulation is not exposed. The Classic, 4.4.1.2.2 Attics-Classic Ultra and Classic Ultra Classic Ultra or Classic Ultra Select insulation may be Select: When Classic Ultra or Classic Ultra Select is installed in unvented attics when the foam plastic is applied applied in unvented attics conforming to 2012 IRC Section at a minimum thickness of 3 inches(76 mm) in accordance R806.5 or 2009 IRC Section R806.4, the insulation may be with 2015 IBC Section 1203.3 or 2015 and 2012 IRC applied to the underside of roof sheathing and/or rafters to Section R806.5(2009 IRC Section R806.4), as applicable. a minimum thickness of 31/2 inches (90 mm) and may be 4.4.1.2 Application without a Prescriptive Ignition applied to vertical wall surfaces to a minimum thickness of Barrier: Where Icynene Classic, Classic Ultra and Classic 3 /2 inches (90 mm). Maximum thickness on the underside Ultra Select foam plastic insulations are installed in an attic of roof sheathing or on vertical wall surfaces is 20 inches or crawl space without a prescriptive ignition barrier, in (508 mm). The insulation may be left exposed to the attic accordance with Sections 4.4.1.2.1, 4.4.1.2.2, 4.4.1.2.3 without a prescriptive ignition barrier or an intumescent and 4.4.1.2.4,the following conditions apply: coating. 1. Entry to the attic or crawl space is only for service of The attic must have attic access complying with IRC utilities and no storage is permitted. Section R807, horizontally placed in the floor, and opening outward toward the living space. Items penetrating the roof 2. There are no interconnected attic, crawl space or deck or walls, such as skylight wells and vents, must be basement areas. covered with a minimum of 31/2 inches (90 mm) of the 3. Air in the attic or crawl space is not circulated to other Classic Ultra or Classic Ultra Select insulation. parts of the building. 4.4.1.2.3 Crawl Spaces: In crawl spaces, Icynene 4. Combustion air is provided in accordance with IMC Classic, Classic Ultra or Classic Ultra Select insulations Section 701. may be spray-applied to vertical walls and the underside of 5. Attic ventilation is provided when required by IBC floors, as described in this section. The thickness of the Section 1203.2 or IRC Section R806, except when foam plastic applied to the underside of the floors must not air-impermeable insulation is permitted in unvented exceed 14 inches (356 mm). The thickness of the spray attics in accordance with 2015 IBC Section 1203.3 or foam plastic insulation applied to vertical wall surfaces 2015 and 2012 IRC Section R806.5 (2009 IRC must not exceed 31/2 inches (88.9 mm). The foam plastic Section R806.4),as applicable. does not require an ignition barrier or a coating. 6. Under-floor(crawl space) ventilation is provided when 4.4.1.2.4 Use on Attic Floors: When used on attic floors, required by 2015 IBC Section 1203.4 (2012 and 2009 Icynene Classic, Classic Ultra or Classic Ultra Select foam IBC Section 1203.3) or IRC Section R408.1, as plastic insulations may be installed at a maximum applicable. thickness of 111/2 inches (292 mm) between joists in attic floors.The insulation must be separated from the interior of 4.4.1.2.1 Attics-Classic, Classic Ultra and Classic the building by an approved thermal barrier. The coatings Ultra Select: In attics, Icynene Classic, Classic Ultra and specified in Section 4.4.1.2.1 and the ignition barrier in Classic Ultra Select foam plastic insulations may be spray- accordance with IBC Section 2603.4.1.6 and IRC Section applied to the underside of the roof sheathing and/or R316.5.3, may be omitted. rafters, as described in this section. The thickness of the foam plastic applied to the underside of the roof sheathing 4.4.2 Classic Plus: must not exceed 14 inches(356 mm). The thickness of the 4.4.2.1 Application with a Prescriptive Ignition Barrier: spray foam insulation applied to vertical wall surfaces must When Icynene Classic Plus is installed up to a maximum not exceed 5.5 inches (140 mm). The insulation must be thickness of 4 inches (102 mm) within attics or crawl covered on all surfaces with one of the coatings described spaces where entry is made only for service of utilities, an in Section 3.5. The coating must be applied over the ignition barrier must be installed in accordance with IBC insulation in accordance with the coating manufacturer's Section 2603.4.1.6 and IRC Sections R316.5.3 and instructions and this report. Surfaces to be coated must be R316.5.4, as applicable. The ignition barrier must be dry, clean, and free of dirt, loose debris and other consistent with the requirements for the type of substances that could interfere with adhesion of the construction required by the applicable code and must be coating. The coating is applied in one coat with low- installed in a manner so that the foam plastic insulation is pressure airless spray equipment. The coating must be not exposed. Icynene Classic Plus may be installed in applied to a thickness as follows: unvented attics when the foam plastic is applied at a • No Burn Plus XD at a minimum thickness of 6 wet mils minimum thickness of 2 inches (51 mm) in accordance (0.15 mm) [4 dry mils (0.1 mm) dry film thickness], with 2015 IBC Section 1203.3, 2015 and 2012 IRC Section applied at a rate of 0.4 gallon (1.5 L) per 100 square R806.5 or 2009 IRC Section R806.4,as applicable. feet(9.2 m2). 4.4.2.2 Application without a Prescriptive Ignition • DC 315 at a minimum thickness of 4 wet mils (0.1 mm) Barrier: Where Icynene Classic Plus insulation is installed [3 dry mils], applied at a rate of 0.3 gallon (1.1 L) per in accordance with Sections 4.4.3.2.1, 4.4.3.2.2, and 100 square feet(9.2 m2). 4.4.3.2.3,the following conditions apply: ESR-1826 I Most Widely Accepted and Trusted Page 4 of 7 ' 1. Entry to the attic or crawl space is to service utilities, 4.5.1.1 Assembly 1 (Limited Load-bearing Wood Stud and no storage is permitted. Wall): Minimum nominally 2-by-4 [11/2 by 31/2 inches 2. There are no interconnected attic or crawl space areas. (38 mm by 89 mm)] southern pine (G = 0.55), No. 2 grade studs spaced 16 inches (406 mm) on center with a base 3. Air in the attic or crawl space is not circulated to other layer of 1/2-inch-thick (12.7 mm) wood fiber sound board parts of the building. installed horizontally on each face with vertical joints 4. Combustion air is provided in accordance with IMC located over the studs, attached with 6d box nails, 2 inches (51 mm) long and spaced 24 inches (610 mm) on center Section 701. along the studs, and a second layer of 5/8-inch-thick 5. Attic ventilation is provided when required by IBC (15.9 mm) Type X gypsum wallboard installed vertically on Section 1203.2 or IRC Section R806, except when each face, attached with 8d box nails, 21/2 inches (64 mm) air-impermeable insulation is permitted in unvented long and spaced 7 inches (178 mm) on center along the attics in accordance with 2015 IBC Section 1203.3 or studs. The stud cavity contains Icynene Classic, Classic 2015 and 2012 IRC Section R806.5 or 2009 IRC Ultra or Classic Ultra Select insulation nominally 2 inches Section R806.4, as applicable. (51 mm)thick. 6. Under-floor (crawl space) ventilation is provided when Axial loads applied to the wall assembly must be limited required by 2015 IBC Section 1203.4 (2012 and 2009 to the least of the following: IBC Section 1203.3) or IRC Section R408.1, as ■ 1,805 pounds(8029 N)per stud. applicable. • Design stress of 0.78 F'c. 4.4.2.2.1 Attics: In attics, Icynene Classic Plus insulation may be spray-applied to the underside of the roof • Design stress of 0.78 F'c at a maximum Ind of 33. g sheathing and/or rafters, the underside of wood floors, and 4.5.1.2 Assembly 2 (Limited Load-bearing Wood Stud vertical surfaces, as described in this section. The Wall): Minimum nominally 2-by-4 [11/2 by 31/2 inches thickness of the foam plastic applied to the underside of (38 mm by 89 mm)] southern pine (G =0.55), No. 2 grade the top of the space must not exceed 14 inches (356 mm). studs spaced 16 inches (406 mm) on center with two The thickness of the spray foam plastic insulation applied layers of 1/2-inch-thick (12.7 mm) Type X gypsum to vertical wall surfaces must not exceed 8 inches wallboard installed vertically with joints staggered on each (203 mm). The foam plastic insulation must be covered onface, attached with 8d box nails, 21/2 inches (64 mm) long all exposed surfaces with DC315 intumescent coating at a and spaced 7 inches (178 mm) on center along the studs minimum thickness of 4 wet mils (0.1 mm) [3 dry mils for the face layer and 6d cement coated box nails,2 inches (0.08 mm)], applied at a rate of 0.25 gallon (0.95 L) per (51 mm) long and spaced 24 inches (610 mm) on center 100 square feet(9.2 m2).The coating must be applied over along the studs. The stud cavity contains Icynene Classic, the Icynene Classic Plus insulation in accordance with Classic Ultra or Classic Ultra Select insulation nominally the coating manufacturer's instructions and this report. 2 inches(51 mm)thick. Surfaces to be coated must be dry, clean, and free of dirt, Axial loads applied to the wall assembly must be limited loose debris and other substances that could interfere with to the least of the following: adhesion of the coating. The coating is applied in one coat with low-pressure airless spray equipment. ■ 1,805 pounds(8029 N)per stud. The coating must be applied when ambient and ■ Design stress of 0.78 F'c. substrate temperature is at least 60°F (16°C) and no more • Design stress of 0.78 F'c at a maximum Idd of 33. than 95°F (35°C). All other surfaces (including glass) must be protected against damage from the coating. 4.5.1.3 Assembly 3 (Floor/Ceiling): Minimum nominally Icynene Classic Plus insulation may be installed in 2-by-10 [11/2 by 9 /4 inches (38 mm by 235 mm)] Douglas unvented attics when the foam plastic is applied at a fir, No. 2 grade wood joists spacede24 inches (610 mm) on minimum thickness of 2 inches (51 mm) as described in center, with minimum 1-by-3 [3/4 by 21/2 inches (19.1 by this section, in accordance with 2015 IBC Section 1203.3, 64 mm)] spruce bridging at mid span. Floor decking 2015 and IRC Section R806.5 or 2009 IRC Section must be minimum /2-inch-thick (12.7 mm) exterior grade 06.a,as 2012applicble. plywood installed perpendicular to joists and fastened with R82-inch-long (51 mm) ring shank nails 6 inches(152 mm) on 4.4.2.2.2 Crawl Spaces: In crawl spaces, Icynene center at the joints and 12 inches (305 mm) on center at Classic Plus insulation may be spray-applied to vertical the intermediate joists. Plywood joints must occur over walls and the underside of floors, as described in this joists. Icynene Classic, Classic Ultra or Classic Ultra Select section. The thickness of the foam plastic applied to the insulation must be applied to the underside of the plywood underside of the floors must not exceed 14 inches deck between the joists to a depth of 5 inches (127 mm). (356 mm). The thickness of the spray foam plastic Two layers of minimum 5/8-inch-thick (15.9 mm), Type X insulation applied to vertical wall surfaces must not exceed gypsum wallboard must be attached perpendicular to the 8 inches (203 mm). The insulation must be covered with joists on the ceiling side of the assembly. The first layer DC-315 coating as described in Section 4.4.2.2.1. must be attached with 11/4-inch-long (32 mm), Type W 4.4.2.2.3 Use on Attic Floors: Icynene Classic Plus drywall screws, spaced 24 inches(610 mm) on center.The second layer must be applied perpendicular to the joists, insulation may be installed at a maximum thickness of offset 24 inches(610 mm)from the base layer.The second 13 inches (330 mm) between joists in attic floors. The layer must be attached with 2-inch-long (51 mm), Type S insulation must be separated from the interior of the drywall screws spaced 12 inches (305 mm) on center. building by an approved thermal barrier. The insulation Additional fasteners must be installed along the butt joints does not require an ignition barrier or a coating. of the second layer, securing the two layers together. 4.5 One-hour Fire-resistance-rated Assemblies: These fasteners must be 11/2-inch-long (38 mm), Type G drywall screws placed 2 inches (51 mm) back from each 4.5.1 Classic,Classic Ultra and Classic Ultra Select: end of the butt joint and spaced 12 inches (305 mm) on ESR-1826 I Most Widely Accepted and Trusted Page 5 of 7 center. The wallboard joints on the exposed side must be listed in Section 1.0 of this report, subject to the following treated with paper tape embedded in joint compound and conditions: topped with an added coat of compound, and the fastener 5.1 This evaluation report and the manufacturer's heads must be coated with joint compound in accordance published installation instructions, when required by with ASTM C840 or GA 216. the code official, must be submitted at the time of 4.5.1.4 Assembly 4(Non-loadbearing Steel Stud Wall): permit application. Nominally 6-inch-deep (152.4 mm), No. 18 gage, 5.2 The insulation must be installed in accordance with galvanized steel studs spaced 16 inches (406.4 mm) on center, are friction-fit into No. 18 gage galvanized steel the manufacturer's published installation instructions, 5/8-inch-thick this evaluation report and the applicable code. If there floor and ceiling track with a layer of is a conflict between the installation instructions and (15.9 mm),Type X gypsum board applied to the interior this report,this report governs. side with the long edge parallel to steel studs and secured using No. 6, 11/4-inch-long (31.7 mm), self-drilling drywall 5.3 The insulation must be separated from the interior of screws spaced 8 inches (203 mm) on center around the the building by an approved 15-minute thermal perimeter and 12 inches (305 mm) on center in the field. barrier, except as noted in this report. The gypsum board joints must be treated with vinyl or 5.4 Since the performance of Classic Ultra and Classic casein, dry or premixed joint compound applied in two Ultra Select, when installed in unvented attics without coats to cover all exposed screw heads and gypsum board a code prescribed ignition barrier or an intumescent butt joints, and a minimum 2-inch-wide (51 mm) paper, coating, is based on fire performance of an unvented plastic, or fiberglass tape embedded in the first layer of attic, the installation must be approved by the code compound over butt joints of the gypsum board. The stud official as conforming with the provisions of Section cavity is filled with Icynene Classic, Classic Ultra or Classic 4.4.1.2.2 and Conditions 1 to 5 of Section 4.4.1.2. Ultra Select insulation up to 6 inches (152 mm) thick. DensGlass®Exterior Sheathing, 1/2 inch (12.7 mm)thick, is 5.5 When Classic Ultra and Classic Ultra Select insulation installed parallel to steel studs with vertical joints offset a is installed under Section 4.4.1.2.2 of this report, a minimum of 16 inches (406 mm) from the vertical joints of certificate must be placed in the attic stating that the the gypsum board and the horizontal joints offset a foam plastic insulation has been installed in minimum of 24 inches (610 mm) from the horizontal joints accordance with Conditions 1 to 5 of Section 4.4.1.2 of the gypsum board. The sheathing is attached using and the terms of Section 4.4.1.2.2 of ESR-1826; any No. 6, Oa-inch-long (31.7 mm), self-drilling drywall screws alterations to the attic or insulation must be consistent spaced 8 inches (203 mm) on center around the perimeter with those requirements. and in the field. Hohmann & Barnard DW-10 brick ties, 6 inches (152 mm) long by 11/2-inches (38 mm) wide, are 5.6 The insulation must not exceed the thicknesses and spaced 16 inches (406.4 mm) on center vertically on each densities noted in this report. steel stud,and secured, using two 15/8-inch-long (41.3 mm) 5.7 The insulation must be protected from the weather self-drilling screws, through 4-inch (102 mm) red clay brick during and after application. [31/2 inches (88.9 mm) by 21/4 inches (57.1 mm) by 5.8 The insulation must be applied by licensed dealers 73/4 inches (197 mm)] laid in a running bond pattern with and installers certified by Icynene, Inc. Type S mortar, leaving a nominally 1-inch (25.4 mm) air gap between the brick and the exterior sheathing. 5.9 Use of the insulation in areas where the probability of Optional: It is termite infestation is "very heavy" must be in p permitted to add code-complying, accordance with IRC Section R318.4 or IBC Section expanded polystyrene (EPS), extruded polystyrene (XPS), 2603.8, as applicable. foil-faced, rigid polyurethane board stock or polyurethane spray foam on the exterior of the wall (between the 5.10 Jobsite certification and labeling of the insulation must DensGlass® sheathed wall and the brick), while comply with 2015 IRC Sections N1101.10.1 and maintaining the 1-inch (25.4 mm) air space. The length of N1101.10.1.1 (2012 IRC Sections N1101.12.1 and the brick ties must be increased to account for the N1101.12.1.1 or 2009 IRC Sections N1101.4 and thickness of the insulation. N1101.4.1) and 2015 and 2012 IECC Sections C303.1.1, C303.1.1.1, R303.1.1 and R303.1.1.1 4.6 Exterior Walls in Type I, II, Ill and IV Construction: (2009 IECC Sections 303.1.1 and 303.1.1.1), as 4.6.1 General: When used on exterior walls of Types I, II, applicable. III or IV construction, the assembly must comply with IBC 5.11 A vapor retarder must be installed in accordance with Section 2603.5 and this section, and the Classic, Classic the applicable code. Ultra and Classic Ultra Select insulations must be installed at a maximum thickness described in Table 3. The 5.12 Icynene Classic, Classic Ultra, Classic Ultra Select potential heat of Icynene insulations tested in accordance and Classic Plus foam plastic insulations are with NFPA 259 is as follows: manufactured in Mississauga, Ontario, Canada, under a quality control program with inspections by ICC-ES. • Classic, Classic Ultra and Classic Ultra Select: 494 Btu/ft2(5.6 MJ/m2)per inch of thickness 6.0 EVIDENCE SUBMITTED 4.6.2 Specific Wall Assemblies: Wall assemblies 6.1 Data in accordance with the ICC-ES Acceptance complying with Section 4.6 must be as described in Criteria for Spray-applied Foam Plastic Insulation Table 3. (AC377), dated April 2016. 5.0 CONDITIONS OF USE 6.2 Reports of tests in accordance with AC377 Appendix X [Classic, Classic Ultra and Classic Ultra Select The Icynene Classic, Classic Ultra, Classic Ultra Select (Section 4.4.1.2.1) and Classic Plus (Sections and Classic Plus spray-applied polyurethane foam plastic 4.4.3.2.1 and 4.4.3.2.3)] and Appendix C [Classic, insulations described in this report comply with, or are Classic Ultra and Classic Ultra Select (Section suitable alternatives to what is specified in, those codes 4.4.1.2.3)]. ESR-1826 I Most Widely Accepted and Trusted Page 6 of 7 ' 6.3 Test report on air leakage rate in accordance with labeled with the Icynene, Inc., name and address; the ASTM E2178 (Classic, Classic Ultra and Classic Ultra product name; component designation (A or B); the flame Select and Classic Plus). spread index and the smoke-developed index; the 6.4 Reports of room corner fire testing in accordance with expiration date; the name of the inspection body (ICC ES); NFPA 286 (Classic, Classic Ultra, Classic Ultra Select and the evaluation report number(ESR 1826). and Classic Plus). No Burn Plus XP Intumescent coating described in 6.5 Test reports in accordance with ASTM E119 (Classic, Section 3.5.1 is identified with the manufacturer's name Classic Ultra and Classic Ultra Select). and address, the product trade name and use instructions. 6.6 Test report in accordance with NFPA 285, and related The International Fireproof Technology, Inc. / Paint To engineering analysis (Classic, Classic Ultra and Protect Inc. DC 315 coating described in Section 3.5.2 is Classic Ultra Select). identified with the manufacturer's name and address, the product trade name, date of manufacture, shelf life or 6.7 Reports of tests in accordance with NFPA 259 expiration date, the manufacturer's application instructions (Classic, Classic Ultra and Classic Ultra Select). and the evaluation report number(ESR-3702). 6.8 Reports of fire tests in accordance with ASTM E970 Fireshell F10E coating is labeled with the manufacturer's (Classic, Classic Ultra, Classic Ultra Select and name and address; the product name; the date of Classic Plus). manufacture, the shelf life or expiration date; the 6.9 For Classic Ultra and Classic Ultra Select, an manufacturer's instructions for application, and the engineering evaluation, including full-scale fire testing, evaluation report number(ESR 3997). small-scale testing and fire modeling (Section 4.4.1.2.2). 7.0 IDENTIFICATION All packages and containers of Classic, Classic Ultra, Classic Ultra Select and Classic Plus insulations must be TABLE 1—THERMAL RESISTANCE(R-VALUES) R-VALUE(°F•ft2•h/Btu) THICKNESS Classic, Classic Ultra and Classic Plus (inches) Classic Ultra Select 1 3.7 4.0 2 7.4 8.0 3 11 12 3.5 13 14 4 14 16 5 18 20 5.5 20 22 6 22 24 7 25 28 7.5 27 30 8 29 32 9 32 36 9.5 34 38 10 36 40 11.5 41 42 13.5 — 54 14 50 56 For SI: 1 inch=25.4 mm, 1°F•ft2•h/Btu=0.176 110°K•m2/W. 'R-values are calculated based on tested K values at 1-and 3.5-inch thicknesses. `R-values greater than 10 are rounded to the nearest whole number. ESR-1826 I Most Widely Accepted and Trusted Page 7 of 7 TABLE 2—USE OF INSULATION WITHOUT A PRESCRIPTIVE THERMAL BARRIER' INSULATION TYPE MAXIMUM MAXIMUM FIRE-PROTECTIVE COATING MINIMUM THEORETICAL TESTS THICKNESS(in.) THICKNESS(in.) MINIMUM THICKNESS& APPLICATION SUBMITTED (Walls&Vertical (Ceilings,Underside of Roof TYPE(Applied to all Foam RATE OF FIRE- Surfaces) Sheathing/Rafters&Floors) Surfaces)2 PROTECTIVE COATING' 15 CLASSIC,CLASSIC 6 14 20 mils WFDT 313 mils DFT 1.25 gal/100 ftz NFPA 286 ULTRA AND CLASSIC ULTRAFireshell F10E SELECT 7112 111/2 21 mils WFT/14 mils DFT 1.31 gal/100 ft2 NFPA 286 15 CLASSIC PLUS 61/2 111/2 20 mils WFDT 313 mils DFT 1.25 gal/100 ft2 NFPA 286 For SI: 1 inch=25.4 mm; 1 mil=0.0254 mm;1 gallon=3.38 L;1 ft2=0.093 m2:NA=not applicable. 'See Section 4.3.1.2. 2See Sections 3.5.2 and 3.5.3 'As reported in the manufacturer's application instructions.Actual application rate,based on specific project conditions,must be in accordance with the manufacturer's application instructions. TABLE 3—NFPA 285 COMPLYING EXTERIOR WALL ASSEMBLIES WALL COMPONENT MATERIALS Base Wall System— 1 —Concrete wall. Use either 1.2 or 3 2—Concrete masonry wall. 3 —Minimum 35/8-inch-deep (92 mm), No. 20 gage, C-shaped steel studs, spaced a maximum of 24 inches on center with lateral bracing every 4 feet(1219 mm)as required by code. Sheathing shall be a described in Exterior Sheathing below. Floorline Firestopping Minimum 4 pcf mineral wool in each stud cavity at each floorline, attached with Z-clips. Thickness must match stud cavity depth. Cavity Insulation—Use either 1,2, 3,4 1 —None. or 5 2—Partial cavity fill with a maximum air space of 2 inches(51 mm) or full cavity depth not exceeding 75/8 inches (194 mm) of Classic, Classic Plus, Classic Ultra or Classic Ultra Select(ESR-1826); MD- R-210(ESR-3493); MD-C-200(ESR-3199); or Proseal(ESR-3500). 3—Any insulation qualified as noncombustible in accordance with ASTM E136. 4—Glass fiber batt insulation'. 5—Mineral fiber insulation'. a Insulation must comply with the applicable requirements of 2015 or 2012 IBC Section 720.2 (2009 IBC Section 719.2). Exterior Sheathing—Only for Base Wall 1 —Minimum 1/2-inch-thick(12.7 mm), ),glass mat gypsum sheathing complying with ASTM C1177. System No.3— 2 — Sheathing shall be attached with No. 6, 174- inch-long (32 mm)self-tapping screws located Use either 1 or 2 8 inches (203 mm) on center along the perimeter and 12 inches 302 mm) on center in the field of wallboard. Joints must be taped and treated with joint compound in accordance with ASTM C840 or GA-216. Exterior Insulation Maximum thickness of 51/2 inches (140 mm) of Proseal Eco (MD-R-210) (ESR-3493) or Proseal (ESR-3500). Exterior Wall Covering— 1 — Brick - standard nominally 4-inch-thick (102 mm) clay brick; brick veneer anchors — standard Use either 1,2, 3,4,5,6 or 7 types installed a maximum of 24 inches OC vertically on each studb. 2 — Stucco - minimum 3/4-inch-thick (19.1 mm), exterior cement plaster and lath with a secondary water-resistive barrier may be installed between the exterior insulation and the lath. 3—Natural stone(limestone,granite, marble,sandstone),minimum 2-inch-thick(51 mm)`. 4 — Cast artificial stone, minimum 11/2-inch-thick (38 mm), complying with AC51 and subject of a current ICC-ES evaluation report`. 5—Terracotta cladding,minimum of 11/4—inch-thick(32 mm)`. 6—Precast concrete panels,minimum of 11/2—inch-thick(32 mm)`. 7—Concrete masonry units(CMU), minimum of 11/2—inch-thick(38 mm)`. b.The maximum air gap between exterior insulation and cladding shall be 2 inches(51 mm). Any standard non-open-jointed installation technique such as ship-lap, etc., may be used. FORM R405-2017 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Asplundh Residence Builder Name: Coastal Construction&Consulting LLC Street: 347 7th Street Permit Office: Duval City,State,Zip: Atlantic Beach , FL, 32233 Permit Number: Owner: Alexis Asplundh Jurisdiction: Design Location: FL,Jacksonville County: duval(Florida Climate Zone 2) 1. New construction or existing New(From Plans) 9. Wall Types(4855.2 sqft.) Insulation Area 2. Single family or multiple family Single-family a. Frame-Wood, Exterior R=19.0 4651.70 ft2 b. Frame-Wood,Adjacent R=19.0 203.50 ft2 3. Number of units, if multiple family 1 c. N/A R= ft2 4. Number of Bedrooms 3 d. N/A R= ft2 5. Is this a worst case? No 10.Ceiling Types (2589.0 sqft.) Insulation Area a. Roof Deck(Unvented) R=20.0 2589.00 ft2 6. Conditioned floor area above grade(ft2) 3445 b. N/A R= ft2 Conditioned floor area below grade(ft2) 0 c. N/A R= ft2 11. Ducts R ft2 7. Windows(459.2 sqft.) Description Area a. Sup:Attic, Ret:Attic,AH: 1st Floor 8 475 a. U-Factor: Dbl, U=0.32 459.17 ft2 b. Sup: Attic, Ret:Attic,AH:2nd Floor 8 210 SHGC: SHGC=0.19 b. U-Factor: N/A ft2 12. Cooling systems kBtu/hr Efficiency SHGC: a. Central Unit 48.0 SEER:16.00 b. Central Unit 18.0 SEER:14.50 c. U-Factor: N/A ft2 SHGC: 13. Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft2 a. Electric Heat Pump 48.0 HSPF:9.10 SHGC: b. Electric Heat Pump 18.0 HSPF:8.20 Area Weighted Average Overhang Depth: 4.269 ft. Area Weighted Average SHGC: 0.190 14. Hot water systems 8. Floor Types (3445.0 sqft.) Insulation Area a. Propane Tankless Cap: 1 gallons EF:0.820 a. Slab-On-Grade Edge Insulation R=0.0 2589.00 ft2 b. Conservation features b. Floor Over Other Space R=0.0 856.00 ft2 None c. N/A R= ft2 15. Credits Pstat Total Proposed Modified Loads: 79.92 PASS Glass/Floor Area: 0.133 Total Baseline Loads: 101.85 I hereby certify that the plans and specifications covered by Review of the plans and ."``F�HE.Sr47 '44. this calculation are in compliance with the Florida Energy specifications covered by this ti�•.a- = 0 %.. Code. calculation indicates compliance � �,,, _ *,,,:,. •t+ with the Florida EnergyCode. �O 2018.10.19 5 _.}. ... PREPARED BY , j ura Before construction is completed a 1- b "is 7= t DATE: ' FaER ,, 1 3:36:29 -04'00' this building will be inspected for a .. �,` : a s compliance with Section 553.908 * .. ' C I herebycertifythat this build' -If-signed, is in compliance Florida Statutes. '• '•. ' with the Florida Energy Com D hrE OWN ER/AT: .... BUILDING OFFICIAL: 09- DATE: ) 6 a DATE: f/- 2 '/ d - Compliance r:quires .:rtific:tion by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory-seale• in . cordance with R403.3.2.1. -Compliance requires •n • r Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and this project requires an envelope leakage test -••rt with envelope leakage no greater than 7.00 ACH50(R402.4.1.2). 10/18/2018 4:26 PM EnergyGauge®USA 6.0.02(Rev. 1)-FlaRes2017 FBC 6th Edition(2017) Compliant Software Page 1 of 5 FORM R405-2017 INPUT SUMMARY CHECKLIST REPORT PROJECT Title: Asplundh Residence Bedrooms: 3 Address Type: Street Address Building Type: User Conditioned Area: 3445 Lot# Owner Name: Alexis Asplundh Total Stories: 2 Block/Subdivision: #of Units: 1 Worst Case: No PlatBook: Builder Name: Coastal Construction&Consu Rotate Angle: 180 Street: 347 7th Street Permit Office: Duval Cross Ventilation: County: duval Jurisdiction: Whole House Fan: City,State,Zip: Atlantic Beach, Family Type: Single-family FL, 32233 New/Existing: New(From Plans) Comment: CLIMATE / Design Temp Int Design Temp Heating Design Daily Temp V Design Location TMY Site 97.5% 2.5% Winter Summer Degree Days Moisture Range FL,Jacksonville FL_JACKSONVILLE_INT 32 93 70 75 1281 49 Medium BLOCKS Number Name Area Volume 1 Blockl 2589 28479 2 Block2 856 8560 SPACES Number Name Area Volume Kitchen Occupants Bedrooms Infil ID Finished Cooled Heated 1 1st Floor 2589 28479 Yes 2 2 1 Yes Yes Yes 2 2nd Floor 856 8560 No 2 1 2 Yes Yes Yes FLOORS V # Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet 1 Slab-On-Grade Edge lnsulatio 1st Floor 240 ft 0 2589 ft' ___ 0.3 0.3 0.4 2 Floor Over Other Space 2nd Floor ___ ___ 856 ft' 0 0.3 0.3 0.4 ROOF / Roof Gable Roof Rad Solar SA Emitt Emitt Deck Pitch V # Type Materials Area Area Color Barr Absor. Tested Tested Insul. (deg) 1 Hip Composition shingles 2668 ft' 0 ft' Medium N 0.96 No 0.9 No 20 14 ATTIC V # Type Ventilation Vent Ratio(1 in) Area RBS IRCC 1 Full attic Unvented 0 2589 ft' N N 10/18/2018 4:26 PM EnergyGauge®USA 6.0.02(Rev. 1)-FlaRes2017 FBC 6th Edition(2017) 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(Unvented) 2nd Floor 0 Blown 856 ft2 0.11 Wood 2 Under Attic(Unvented) 1st Floor 0 Blown 1733 ft2 0.11 Wood WALLS Adjacent Cavity Width Height Sheathing Framing Solar Below # Ornt To Wall Typo Space R-Value Ft In Ft In Area R-Valup Frartion Absor Grade% 1 N=>S Exterior Frame-Wood 1st Floor 19 29 11 319.0 ft2 0.23 0.75 0 2 S=>N Exterior Frame-Wood 1st Floor 19 29 11 319.0 ft2 0.23 0.75 0 3 W=>E Exterior Frame-Wood 1st Floor 19 66 9 11 734.3 ft2 0.23 0.75 0 4 E=>W Exterior Frame-Wood 1st Floor 19 85 6 11 940.5 ft2 0.23 0.75 0 5 N=>S Exterior Frame-Wood 1st Floor 19 30 10 11 339.2 ft2 0.23 0.75 0 6 S=>N Exterior Frame-Wood 1st Floor 19 30 10 11 339.2 ft2 0.23 0.75 0 7 W=>E Exterior Frame-Wood 1st Floor 19 19 9 11 217.3 ft2 0.23 0.75 0 8 W=>E Garage Frame-Wood 1st Floor 19 18 6 11 203.5 ft2 0.23 0.75 0 9 N=>S Exterior Frame-Wood 2nd Floor 19 29 4 10 293.3 ft2 0.23 0.75 0 10 S=>N Exterior Frame-Wood 2nd Floor 19 29 4 10 293.3 ft2 0.23 0.75 0 11 W=>E Exterior Frame-Wood 2nd Floor 19 42 10 10 428.3 ft2 0.23 0.75 0 12 E=>W Exterior Frame-Wood 2nd Floor 19 42 10 10 428.3 ft2 0.23 0.75 0 DOORS V # Ornt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 W=>E Wood 1st Floor None .46 3 8 24 ft2 2 N=>S Wood 1st Floor None .46 2 6 8 20 ft2 WINDOWS Orientation shown is the entered orientation(=>)changed to As Built(rotated 180 degrees). / Wall Overhang V # Ornt ID Frame Panes NFRC U-Factor SHGC Imp Area Depth Separation Int Shade Screening 1 N=>S 1 Vinyl Low-E Double Yes 0.32 0.19 Y 18.0 ft2 3 ft 0 in 2 ft 0 in None None 2 N=>S 1 Vinyl Low-E Double Yes 0.32 0.19 Y 18.0 ft2 3 ft 0 in 2 ft 0 in None None 3 S=>N 2 Vinyl Low-E Double Yes 0.32 0.19 Y 16.0 ft2 3 ft 0 in 2 ft 0 in None None 4 S=>N 2 Vinyl Low-E Double Yes 0.32 0.19 Y 10.0 ft2 3 ft 0 in 2 ft 0 in None None 5 S=>N 2 Vinyl Low-E Double Yes 0.32 0.19 Y 32.5 ft2 3 ft 0 in 2 ft 0 in None None 6 W=>E 3 Vinyl Low-E Double Yes 0.32 0.19 Y 12.0 ft2 8 ft 3 in 2 ft 0 in None None 7 W=>E 3 Vinyl Low-E Double Yes 0.32 0.19 Y 36.0 ft2 8 ft 3 in 2 ft 0 in None None 8 W=>E 3 Vinyl Low-E Double Yes 0.32 0.19 Y 15.0 ft2 8 ft 3 in 2 ft 0 in None None 9 W=>E 3 Vinyl Low-E Double Yes 0.32 0.19 Y 48.0 ft2 8 ft 3 in 2 ft 0 in None None 10 W=>E 3 Vinyl Low-E Double Yes 0.32 0.19 Y 21.7 ft2 3 ft 0 in 2 ft 0 in None None 11 E=>W 4 Vinyl Low-E Double Yes 0.32 0.19 Y 60.0 ft2 3 ft 0 in 2 ft 0 in None None 12 E=>W 4 Vinyl Low-E Double Yes 0.32 0.19 Y 15.0 ft2 3 ft 0 in 2 ft 0 in None None 13 E=>W 4 Vinyl Low-E Double Yes 0.32 0.19 Y 8.0 ft2 3 ft 0 in 2 ft 0 in None None 14 N=>S 5 Vinyl Low-E Double Yes 0.32 0.19 Y 96.0 ft2 3 ft 0 in 2 ft 0 in None None 15 N=>S 5 Vinyl Low-E Double Yes 0.32 0.19 Y 8.0 ft2 3 ft 0 in 2 ft 0 in None None 16 S=>N 6 Vinyl Low-E Double Yes 0.32 0.19 Y 45.0 ft2 3 ft 0 in 2 ft 0 in None None 10/18/2018 4:26 PM EnergyGauge®USA 6.0.02(Rev. 1)-FlaRes2017 FBC 6th Edition(2017) Compliant Software Page 3 of 5 FORM R405-2017 INPUT SUMMARY CHECKLIST REPORT GARAGE V # Floor Area Ceiling Area Exposed Wall Perimeter Avg.Wall Height Exposed Wall Insulation 1 654.81 ft2 654.81 ft2 80 ft 10 ft 1 INFILTRATION # Scope Method SLA CFM 50 ELA EqLA ACH ACH 50 1 BySpaces Proposed ACH(50) .000489 3322.6 182.4 343.04 .2734 7 2 BySpaces Proposed ACH(50) .000445 998.7 54.83 103.11 .2485 7 HEATING SYSTEM V # System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump/ Split HSPF:9.1 48 kBtu/hr 1 sys#1 2 Electric Heat Pump/ Split HSPF:8.2 18 kBtu/hr 2 sys#2 COOLING SYSTEM V # System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit/ Split SEER: 16 48 kBtu/hr 1440 cfm 0.75 1 sys#1 2 Central Unit/ Split SEER: 14.5 18 kBtu/hr 600 cfm 0.75 2 sys#2 HOT WATER SYSTEM # System Type SubType Location EF Cap Use SetPnt Conservation 1 Propane Tankless Exterior 0.82 1 gal 60 gal 120 deg None SOLAR HOT WATER SYSTEM VFSEC Collector Storage Cert # Company Name System Model# Collector Model# Area Volume FEF None None ft2 DUCTS ----Supply---- Return---- Air CFM 25 CFM25 HVAC# V # Location R-Value Area Location Area Leakage Type Handler TOT OUT QN RLF Heat Cool 1 Attic 8 475 ft2 Attic 455 ft2 Default Leakage 1st Floor (Default) (Default) 1 1 2 Attic 8 210 ft2 Attic 200 ft2 Default Leakage 2nd Floor (Default) (Default) 2 2 10/18/2018 4:26 PM EnergyGauge®USA 6.0.02(Rev. 1)-FlaRes2017 FBC 6th Edition(2017) Compliant Software Page 4 of 5 FORM R405-2017 INPUT SUMMARY CHECKLIST REPORT TEMPERATURES Programable Thermostat: Y Ceiling Fans: CoolingJan Feb Mar A r Ma [X]Jun X Jul X Au [X Se [ Oct Nov Dec Heatin [X Jan X�Feb X Mar Apr Ma [ ]Jun 4 Jul 4 Aug [ Se [ Oct X Nov [X Dec Venting [ Jan [ Feb 'X Mar Apr [ May [ ]Jun [ Jul [ Aug [ Sep [X Oct X Nov [ Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling(WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling(WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating(WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating(WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 MASS Mass Type Area Thickness Furniture Fraction Space Default(8 lbs/sq.ft. 0 ft2 0 ft 0.3 1st Floor Default(8 lbs/sq.ft. 0 ft2 0 ft 0.3 2nd Floor 10/18/2018 4:26 PM EnergyGauge®USA 6.0.02(Rev. 1)-FlaRes2017 FBC 6th Edition(2017) Compliant Software Page 5 of 5 2017 EPL DISPLAY CARD ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 78 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 8.0 2. Single-family or multiple-family 2. Single-family b) Return ducts R 8.0 c)AHU location varies 3. No. of units(if multiple-family) 3. 1 4. Number of bedrooms 4. 3 13. Cooling system: Capacity 66.0 a) Split system SEER varies 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. 3445 d) Room unit/PTAC EER e) Other 7.Windows,type and area a) U-factor:(weighted average) 7a. 0.320 b) Solar Heat Gain Coefficient(SHGC) 7b. 0.190 14. Heating system: Capacity 66.0 c)Area 7c. 459.2 a)Split system heat pump HSPF varies 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. 15.Water heating system c)Concrete, raised(R-value) 9c. a) Electric resistance EF b) Gas fired, natural gas EF 10.Wall type and insulation: c)Gas fired, LPG EF 0.82 A. Exterior: d) Solar system with tank EF 1.Wood frame(Insulation R-value) 10A1. 19.0 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) 1081. 19.0 2. Masonry(Insulation R-value) 10B2. 16. HVAC credits claimed (Performance Method) 11. Ceiling type and insulation level a)Ceiling fans a) Under attic 11a. 0.0 b)Cross ventilation No b) Single assembly 11 b. c)Whole house fan No c) Knee walls/skylight walls 11 c. 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 compli-d with the Florida Building Code, Energy Conservation,through the above energy saving features which will be i•A-d (or exceeded) in this home before final inspection.Otherwise, a new EPL display card will be comple • b. d on - led code compliant features. Builder Signature: Date: Address of New Home: 347 7t ,Street City/FL Zip: Atlantic Beach, FL 32233 10/18/2018 4:26:12 PM EnergyGauge®USA 6.0.02(Rev. 1)-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: 347 7th Street Permit Number: Atlantic Beach,FL,32233 MANDATORY REQUIREMENTS See individual code sections for full details. V SECTION R401 GENERAL 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. R402.4 Air leakage(Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of Sections R402.4.1 through R402.4.5. Exception: Dwelling units of R-2 Occupancies and multiple attached single family dwellings shall be permitted to comply with Section C402.5. R402.4.1 Building thermal enveldlbe building thermal envelope shall comply with Sections R402.4.1.1 and R402.4.1.2. The sealing methods between dissimilar materials shall allow for differential expansion and contraction. R402.4.1.1 InstallationThe components of the building thermal envelope as listed in Table R402.4.1.1 shall be installed in accordance with the manufacturer's instructions and the criteria listed in Table R402.4.1.1,as applicable to the method of construction.Where required by the code official,an approved third party shall inspect all components and verify compliance. R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate not exceeding seven air changes per hour in Climate Zones 1 and 2,and three air changes per hour in Climate Zones 3 through 8.Testing shall be conducted in accordance with ANSI/RESNET/ICC 380 and reported at a pressure of 0.2 inch w.g.(50 pascals).Testing shall be conducted by either individuals as defined in Section 553.993(5)or(7), Florida Statutes,or individuals licensed as set forth in Section 489.105(3)(f),(g)or(i)or an approved third party.A written report of the results of the test shall be signed by the party conducting the test and provided to the code official.Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. Exception: Testing is not required for additions,alterations, renovations,or repairs,of the building thermal envelope of existing buildings in which the new construction is less than 85 percent of the building thermal envelope. During testing: 1. Exterior windows and doors,fireplace and stove doors shall be closed,but not sealed,beyond the intended weatherstripping or other infiltration control measures. 2. Dampers including exhaust,intake,makeup air,backdraft and flue dampers shall be closed,but not sealed beyond intended infiltration control measures. 3. Interior doors,if installed at the time of the test,shall be open. 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed. 5. Heating and cooling systems,if installed at the time of the test,shall be turned off. 6.Supply and return registers, if installed at the time of the test,shall be fully open. R402.4.2 Fireplaces. New wood-burning fireplaces shall have tight-fitting flue dampers or doors,and outdoor combustion air.Where using tight-fitting doors on factory-built fireplaces listed and labeled in accordance with UL 127,the doors shall be tested and listed for the fireplace.Where using tight-fitting doors on masonry fireplaces,the doors shall be listed and labeled in accordance with UL 907. D R402.4.3 Fenestration air IeakageWindows,skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 cfm per square foot(1.5 Us/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. 10/18/2018 4:26 PM EnergyGauge®USA 6.0.02(Rev. 1)-FlaRes2017 FBC 6th Edition(2017) Compliant Software Page 1 of 5 MANDATORY REQUIREMENTS - (Continued) ❑ R402.4.4 Rooms containing fuel-burning appliances. In Climate Zones 3 through 8,where open combustion air ducts provide combustion air to open combustion fuel burning appliances,the appliances and combustion air opening shall be located outside the building thermal envelope or enclosed in a room,isolated from inside the thermal envelope.Such rooms shall be sealed and insulated in accordance with the envelope requirements of Table R402.1.2,where the walls,floors and ceilings shall meet not less than the basement wall R-value requirement.The door into the room shall be fully gasketed and any water lines and ducts in the room insulated in accordance with Section R403.The combustion air duct shall be insulated where it passes through conditioned space to a minimum of R-8. Exceptions: 1. Direct vent appliances with both intake and exhaust pipes installed continuous to the outside. 2. Fireplaces and stoves complying with Section R402.4.2 and Section R1006 of the Florida Building Code,Residential. ❑R402.4.5 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage between conditioned and unconditioned spaces.All recessed luminaires shall be IC-rated and labeled as having an air leakage rate not more than 2.0 cfm(0.944 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. SECTION R403 SYSTEMS R403.1 Controls. ElR403.1.1 Thermostat provision(Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. ❑ R403.1.3 Heat pump supplementary heat(Mandatory). Heat pumps having supplementary electric-resistance heat shall have controls that,except during defrost,prevent supplemental heat operation when the heat pump compressor can meet the heating load. El R403.3.2 Sealing(Mandatory) All ducts,air handlers,filter boxes and building cavities that form the primary air containment passageways for air distribution systems shall be considered ducts or plenum chambers,shall be constructed and sealed in accordance with Section C403.2.9.2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria below. Duct tightness shall be verified by testing in accordance with ANSI/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 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 rm 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. ❑R403.3.5 Building cavities(Mandatory). Building framing cavities shall not be used as ducts or plenums. El❑R403.4 Mechanical system piping insulation(Mandatory). Mechanical system piping capable of carrying fluids above 105°F(41°C)or below 55°F(13°C)shall be insulated to a minimum of R-3. ❑ R403.4.1 Protection of piping insulation. Piping insulation exposed to weather shall be protected from damage,including that caused by sunlight,moisture,equipment maintenance and wind,and shall provide shielding from solar radiation that can cause degradation of the material.Adhesive tape shall not be permitted. ❑ R403.5.1 Heated water circulation and temperature maintenance systems(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. 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 turn off the pump when the water in the circulation loop is at the desired temperature and when there is no demand for hot water. ❑ R403.5.1.2 Heat trace systems.Electric heat trace systems shall comply with IEEE 515.1 or UL 515.Controls for such systems shall automatically adjust the energy input to the heat tracing to maintain the desired water temperature in the piping in accordance with the times when heated water is used in the occupancy. 10/18/2018 4:26 PM EnergyGauge®USA 6.0.02(Rev. 1)-FlaRes2017 FBC 6th Edition(2017) Compliant Software Page 2 of 5 MANDATORY REQUIREMENTS - (Continued) flR403.5.5 Heat traps(Mandatory). Storage water heaters not equipped with integral heat traps and having vertical pipe risers shall have heat traps installed on both the inlets and outlets. External heat traps shall consist of either a commercially available heat trap or a downward and upward bend of at least 3 1/2 inches(89 mm)in the hot water distribution line and cold water line located as close as possible to the storage tank. R403.5.6 Water heater efficiencies(Mandatory). ❑ R403.5.6.1.1 Automatic controls. Service water-heating systems shall be equipped with automatic temperature controls capable of adjustment from the lowest to the highest acceptable temperature settings for the intended use.The minimum temperature setting range shall be from 100°F to 140°F(38°C to 60°C). R403.5.6.1.2 Shut down. A separate switch or a clearly marked circuit breaker shall be provided to permit the power supplied to electric service systems to be turned off.A separate valve shall be provided to permit the energy supplied to the main burner(s)of combustion types of service water-heating systems to be turned off. R403.5.6.2 Water-heating equipment. Water-heating equipment installed in residential units shall meet the minimum efficiencies of Table C404.2 in Chapter 4 of the Florida Building Code,Energy Conservation,Commercial Provisions,for the type of equipment installed. Equipment used to provide heating functions as part of a combination system shall satisfy all stated requirements for the appropriate water-heating category.Solar water heaters shall meet the criteria of Section R403.5.6.2.1. ❑ R403.5.6.2.1 Solar water-heating systems. Solar systems for domestic hot water production are rated by the annual solar energy factor of the system.The solar energy factor of a system shall be determined from the Florida Solar Energy Center Directory of Certified Solar Systems.Solar collectors shall be tested in accordance with ISO Standard 9806,Test Methods for Solar Collectors, and SRCC Standard TM-1,Solar Domestic Hot Water System and Component Test Protocol.Collectors in installed solar water-heating systems should meet the following criteria: 1. Be installed with a tilt angle between 10 degrees and 40 degrees of the horizontal;and 2. Be installed at an orientation within 45 degrees of true south. ▪ R403.6 Mechanical ventilation(Mandatory). The building shall be provided with ventilation that meets the requirements of the Florida Building Code,Residential,or Florida Building Code,Mechanical,as applicable,or with other approved means of ventilation including: Natural,Infiltration or Mechanical means.Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating. R403.6.1 Whole-house mechanical ventilation system fan 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 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 MAXIMUM (CFM) (CFM/WATT) (CFM) Range hoods Any 2.8 cfm/watt Any In-line fan Any 2.8 cfm/watt Any • Bathroom, utility room 10 1.4 cfm/watt <90 Bathroom,utility room 90 2.8 cfm/watt Any For SI: 1 cfm=28.3 L/min. a. When tested in accordance with HVI Standard 916 10/18/2018 4:26 PM EnergyGauge®USA 6.0.02(Rev. 1)-FlaRes2017 FBC 6th Edition(2017) Compliant Software Page 3 of 5 MANDATORY REQUIREMENTS - (Continued) • R403.7.1.1 Cooling equipment capacity. Cooling only equipment shall be selected so that its total capacity is not less than the calculated total load but not more than 1.15 times greater than the total load calculated according to the procedure selected in Section 403.7,or the closest available size provided by the manufacturer's product lines.The corresponding latent capacity of the equipment shall not be less than the calculated latent load. The published value for AHRI total capacity is a nominal,rating-test value and shall not be used for equipment sizing.Manufacturer's expanded performance data shall be used to select cooling-only equipment.This selection shall be based on the outdoor design dry-bulb temperature for the load calculation(or entering water temperature for water-source equipment),the blower CFM provided by the expanded performance data,the design value for entering wet-bulb temperature and the design value for entering dry-bulb temperature. Design values for entering wet-bulb and dry-bulb temperatures shall be for the indoor dry bulb and relative humidity used for the load calculation and shall be adjusted for return side gains if the return duct(s)is installed in an unconditioned space. Exceptions: 1. Attached single-and multiple-family residential equipment sizing may be selected so that its cooling capacity is less than the calculated total sensible load but not less than 80 percent of that load. 2. When signed and sealed by a Florida-registered engineer,in attached single-and multiple-family units,the capacity of equipment may be sized in accordance with good design practice. R403.7.1.2 Heating equipment capacity. O R403.7.1.2.1 Heat pumps. Heat pump sizing shall be based on the cooling requirements as calculated according to Section R403.7.1.1,and the heat pump total cooling capacity shall not be more than 1.15 times greater than the design cooling load even if the design heating load is 1.15 times greater than the design cooling load. ❑ R403.7.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design requirements calculated according to the procedure selected in Section R403.7.1. O 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. O R403.7.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment capacity on an intermittent basis,such as anticipated additional loads caused by major entertainment events,shall have equipment sized or controlled to prevent continuous space cooling or heating within that space by one or more of the following options: 1. A separate cooling or heating system is utilized to provide cooling or heating to the major entertainment areas. 2. A variable capacity system sized for optimum performance during base load periods is utilized. ❑ R403.8 Systems serving multiple dwelling units(Mandatory). Systems serving multiple dwelling units shall comply with Sections C403 and C404 of the IECC—Commercial Provisions in lieu of Section R403. ▪ R403.9 Snow melt and ice system controls(Mandatory) Snow-and ice-melting systems,supplied through energy service to the building, shall include automatic controls capable of shutting off the system when the pavement temperature is above 50°F(10°C),and no precipitation is falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40°F(4.8°C). ❑ R403.10 Pools and permanent spa energy consumption(Mandatory). The energy consumption of pools and permanent spas shall be in accordance with Sections R403.10.1 through R403.10.5. ❑ R403.10.1 Heaters. The electric power to heaters shall be controlled by a readily accessible on-off switch that is an integral part of the heater mounted on the exterior of the heater,or external to and within 3 feet(914 mm)of the heater.Operation of such switch shall not change the setting of the heater thermostat.Such switches shall be in addition to a circuit breaker for the power to the heater.Gas-fired heaters shall not be equipped with continuously burning ignition pilots. O R403.10.2 Time switches.Time switches or other control methods that can automatically turn off and on according to a preset schedule shall be installed for heaters and pump motors. Heaters and pump motors that have built-in time switches shall be in compliance with this section. Exceptions: 1. Where public health standards require 24-hour pump operation. 2. Pumps that operate solar-and waste-heat-recovery pool heating systems. 3. Where pumps are powered exclusively from on-site renewable generation. ❑ R403.10.3 Covers. Outdoor heated swimming pools and outdoor permanent spas shall be equipped with a vapor-retardant cover on or at the water surface or a liquid cover or other means proven to reduce heat loss. Exception: Where more than 70 percent of the energy for heating,computed over an operation season, is from site-recovered energy,such as from a heat pump or solar energy source,covers or other vapor-retardant means shall not be required. R403.10.4 Gas-and oil-fired pool and spa heaters. All gas-and oil-fired pool and spa heaters shall have a minimum thermal efficiency of 82 percent for heaters manufactured on or after April 16,2013,when tested in accordance with ANSI Z 21.56.Pool heaters fired by natural or LP gas shall not have continuously burning pilot lights. 10/18/2018 4:26 PM EnergyGauge®USA 6.0.02(Rev. 1)-FlaRes2017 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. ❑ R403.11 Portable spas(Mandatorne energy consumption of electric-powered portable spas shall be controlled by the requirements of APSP-14. SECTION R404 ELECTRICAL POWER AND LIGHTING SYSTEMS ❑ R404.1 Lighting equipment(Mandatory). Not less than 75 percent of the lamps in permanently installed lighting fixtures shall be high-efficacy lamps or not less than 75 percent of the permanently installed lighting fixtures shall contain only high-efficacy lamps. Exception:Low-voltage lighting. R404.1.1 Lighting equipment(Mandatory)Fuel gas lighting systems shall not have continuously burning pilot lights. 10/18/2018 4:26 PM EnergyGauge®USA 6.0.02(Rev. 1)-FlaRes2017 FBC 6th Edition(2017) Compliant Software Page 5 of 5 Envelope Leakage Test Report (Blower Door Test) Residential Prescriptive, Performance or ERI Method Compliance 2017 Florida Building Code, Energy Conservation, 6th Edition Jurisdiction: Permit#: Job Information Builder: Coastal Construction & Consult iirbQ ity: Lot: NA Address: 347 7th Street City: Atlantic Beach State: FL Zip: 32233 Air Leakage Test Results Passing results must meet either the Performance, Prescriptive, or ER1 Method O 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. O 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(ERI): 7.000 x 60 _ 37039 = Method for calculating building volume: CFM(5O) Building Volume ACH(5O) 0 Retrieved from architectural plans PASS •Code software calculated n When ACH(50) is less than 3, Mechanical Ventilation installation 0 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 YY 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: 10/18/2018 4:26:30 PM EnergyGauge®USA 6.0.02(Rev. 1)-FlaRes2017 FBC 6th Edition(2017)Compliant Software Page 1 of 1 2017 -AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Asplundh Residence Builder Name: Coastal Construction&Consulting LLC Street: 347 7th Street Permit Office: Duval City,State,Zip: Atlantic Beach , FL,32233 Permit Number: Owner: Alexis Asplundh Jurisdiction: w Design Location: FL,Jacksonville 0 COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA General A continuous air barrier shall be installed in the building envelope. Air-permeable insulation shall The exterior thermal envelope contains a continuous air barrier. not be used as a sealing material. requirements Breaks or joints in the air barrier shall be sealed. The air barrier in any dropped ceiling/soffit shall be aligned with the The insulation in any dropped ceiling/soffit Ceiling/attic insulation and anygaps in the air barrier shall be sealed. 9 P shall be aligned with the air barrier. Access openings,drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. Walls The junction of the foundation and sill plate shall be sealed. Cavities within corners and headers of frame walls The junction of the top plate and the top of exterior walls shall be shall be insulated by completely filling the cavity with sealed. a material having a thermal resistance of R-3 per Knee walls shall be sealed. 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 subfloor 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 a Class I vapor retarder with overlapping joints taped. shall be permanently attached to the crawlspace 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 on The air barrier shall be installed behind electrical or communication exterior walls boxes or air-sealed boxes shall be installed. HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the sub-floor or drywall. Concealed When required to be sealed, concealed fire sprinklers shall only be sprinklers sealed in a manner that is recommended by the manufacturer. Caulking or other adhesive sealants shall not be used to fill voids between fire sprinkler cover plates and walls or ceilinas. a. In addition, inspection of log walls shall be in accordance with the provisions of ICC-400. 10/18/2018 4:26 PM EnergyGauge®USA 6.0.02(Rev. 1)-FlaRes2017 FBC 6th Edition(2017) Compliant Software Page 1 of 1 Building Input Summary Report PROJECT Title: Asplundh Residence Address type: S Building Type: User Bedrooms: 3 Lot#: Owner: Alexis Asplundh Conditioned Area: 3445 Block/SubDivision: Total Stories: 2 PlatBook: Builder Name: Coastal Construction&Consulting Worst Case: No Street: 347 7th Street Permit Office: Duval Rotate Angle: 180 County: duval Jurisdiction: Cross Ventilation: City,State,Zip: Atlantic Beach, Family Type: Single-family Whole House Fan: FL,32233 New/Existing: New(From Plans) Terrain: Suburban Year Construct: 2018 Shielding: Suburban Comment: CLIMATE V /Design Design Temp Int Design Temp Heating Design Daily temp Location Tmy Site 97.5% 2.5% Winter Summer Degree Days Moisture Range FL,Jacksonville FL_JACKSONVILLE_INTL_A 32 93 70 75 1281 49 Medium UTILITY VFuel Unit Utility Name Monthly Fixed Cost $/Unit Electricity kWh EnergyGauge Default 0.00 0.11 Natural Gas Therm EnergyGauge Default 0.00 0.68 Fuel Oil Gallon EnergyGauge Default 0.00 1.10 Propane Gallon EnergyGauge Default 0.00 1.40 SURROUNDINGS Shade Trees Adjacent Buildings Ornt Type Height Width Distance Exist Height Width Distance N None Oft Oft Oft Oft Oft Oft NE None Oft Oft Oft Oft Oft Oft E None Oft Oft Oft Oft Oft Oft SE None Oft Oft Oft Oft Oft Oft S None Oft Oft Oft Oft Oft Oft SW None Oft Oft Oft Oft Oft Oft W None Oft Oft Oft Oft Oft Oft NW None Oft Oft Oft Oft Oft Oft BLOCKS VNumber Name Area Volume 1 Block1 2589 28479 2 Block2 856 8560 SPACES VNumber Name Area Volume Kitchen Occupants Bedrooms Finished Cooled Heated 1 1st Floor 2589 28479 Yes 2 2 Yes Yes Yes 2 2nd Floor 856 8560 No 2 1 Yes Yes Yes 10/18/2018 4:27:13 PM EnergyGauge®/USRCZB v6.1 Page 1 Building Input Summary Report FLOORS (Total Exposed Area = 2589 sq.ft.) V# Floor Type Space Exposed Perim Perimeter R-Value Area U-Factor Joist R-Value Tile Wood Carpet 1 Slab-On-Grade Edge Ins 1st Floor 240 0 2589 ft 0.587 --- 0.3 0.3 0.4 2 Floor Over Other Space 2nd Floor --- --- 856 ft 0.285 0.3 0.3 0.4 ROOF Roof Gable Roof Rad Solar SA Emitt Emitt Deck Pitch V# Type Materials Area Area Color Barr Absor. Tested Tested Insul. (deg) 1 Hip Composition shingles 2668 ft2 0 ft2 Medium N 0.96 No 0.9 No 20 14 ATTIC V# Type Ventilation Vent Ratio(1 in) Area RBS IRCC 1 Full attic Unvented 0 2589 ft2 N N CEILING (Total Exposed Area = 2589 sq.ft.) V# Ceiling Type Space R-Value Ins.Type Area U-Factor Framing Frac. Truss Type 1 Under Attic(Unvented) 2nd Floor 0.0 Blown 856.0ft2 0.062 0.11 Wood 2 Under Attic(Unvented) 1st Floor 0.0 Blown 1733.0ft2 0.062 0.11 Wood WALLS (Total Exposed Area = 4855 sq.ft.) Note:First wall orientation below is as entered.Actual orientation is modified by the rotate angle(180 degrees)as shown in the"Project"section on page 1. Adjacent Cavity Width Height Area U- Sheath Frm. Solar Below ✓# Ornt To Wall Type Space R-Value Ft In Ft In sq.ft. Factor R-Value Frac. Absor. Grade 1 N=>S Exterior Frame-Wood 1st Floor 19.0 29.0 0 11.0 0 319.0 0.071 0.23 0.75 0% 2 S=>N Exterior Frame-Wood 1st Floor 19.0 29.0 0 11.0 0 319.0 0.071 0.23 0.75 0% 3 W=>E Exterior Frame-Wood 1st Floor 19.0 66.0 9 11.0 0 734.3 0.071 0.23 0.75 0% 4 E=>W Exterior Frame-Wood 1st Floor 19.0 85.0 6 11.0 0 940.5 0.071 0.23 0.75 0% 5 N=>S Exterior Frame-Wood 1st Floor 19.0 30.0 10 11.0 0 339.2 0.071 0.23 0.75 0% 6 S=>N Exterior Frame-Wood 1st Floor 19.0 30.0 10 11.0 0 339.2 0.071 0.23 0.75 0% 7 W=>E Exterior Frame-Wood 1st Floor 19.0 19.0 9 11.0 0 217.3 0.071 0.23 0.75 0% 8 W=>E Garage Frame-Wood 1st Floor 19.0 18.0 6 11.0 0 203.5 0.071 0.23 0.75 0% 9 N=>S Exterior Frame-Wood 2nd Floor 19.0 29.0 4 10.0 0 293.3 0.071 0.23 0.75 0% 1(S=>N Exterior Frame-Wood 2nd Floor 19.0 29.0 4 10.0 0 293.3 0.071 0.23 0.75 0% 1W=>E Exterior Frame-Wood 2nd Floor 19.0 42.0 10 10.0 0 428.3 0.071 0.23 0.75 0% 1E=>W Exterior Frame-Wood 2nd Floor 19.0 42.0 10 10.0 0 428.3 0.071 0.23 0.75 0% DOORS (Total Exposed Area = 44 sq.ft.) Width Height V# Ornt Adjacent To Door Type Space Storms U-Value Ft In Ft In Area 1 W=>E Garage Wood 1st Floor None 0.46 3.00 0 8.00 0 24.0ft2 2 N=>S Exterior Wood 1st Floor None 0.46 2.00 6 8.00 0 20.0ft2 10/18/2018 4:27:13 PM EnergyGauge®/USRCZB v6.1 Page 2 Building Input Summary Report WINDOWS (Total Exposed Area = 459 sq.ft.) Wall Overhang V# Ornt ID Frame Panes NFRC U-Factor SHGC Imp Storm Area Depth Separation Interior Shade Screening 1 N=>S 1 Vinyl Low-E Double Yes 0.32 0.19 Y N 18.0ft2 3.0 ft 0 in 2.0 ft 0 in None None 2 N=>S 1 Vinyl Low-E Double Yes 0.32 0.19 Y N 18.0ft2 3.0 ft 0 in 2.0 ft 0 in None None 3 S=>N 2 Vinyl Low-E Double Yes 0.32 0.19 Y N 16.0ft2 3.0 ft 0 in 2.0 ft 0 in None None 4 S=>N 2 Vinyl Low-E Double Yes 0.32 0.19 Y N 10.0ft2 3.0 ft 0 in 2.0 ft 0 in None None 5 S=>N 2 Vinyl Low-E Double Yes 0.32 0.19 Y N 32.5ft2 3.0 ft 0 in 2.0 ft 0 in None None 6 W=>E 3 Vinyl Low-E Double Yes 0.32 0.19 Y N 12.0ft2 8.0 ft 3 in 2.0 ft 0 in None None 7 W=>E 3 Vinyl Low-E Double Yes 0.32 0.19 Y N 36.0ft2 8.0 ft 3 in 2.0 ft 0 in None None 8 W=>E 3 Vinyl Low-E Double Yes 0.32 0.19 Y N 15.0ft2 8.0 ft 3 in 2.0 ft 0 in None None 9 W=>E 3 Vinyl Low-E Double Yes 0.32 0.19 Y N 48.0ft2 8.0 ft 3 in 2.0 ft 0 in None None 1 OW=>E 3 Vinyl Low-E Double Yes 0.32 0.19 Y N 21.7ft2 3.0 ft 0 in 2.0 ft 0 in None None 11 E=>W 4 Vinyl Low-E Double Yes 0.32 0.19 Y N 60.0ft2 3.0 ft 0 in 2.0 ft 0 in None None 12E=>W 4 Vinyl Low-E Double Yes 0.32 0.19 Y N 15.0ft2 3.0 ft 0 in 2.0 ft 0 in None None 13E=>W 4 Vinyl Low-E Double Yes 0.32 0.19 Y N 8.0ft2 3.0 ft 0 in 2.0 ft 0 in None None 14N=>S 5 Vinyl Low-E Double Yes 0.32 0.19 Y N 96.0ft2 3.0 ft 0 in 2.0 ft 0 in None None 15N=>S 5 Vinyl Low-E Double Yes 0.32 0.19 Y N 8.0ft2 3.0 ft 0 in 2.0 ft 0 in None None 165=>N 6 Vinyl Low-E Double Yes 0.32 0.19 Y N 45.0ft2 3.0 ft 0 in 2.0 ft 0 in None None INFILTRATION V# Scope Method SLA CFM50 ELA EqLA ACH ACH50 Space(s) 1 BySpaces Proposed ACH(50) 0.00049 3323 182.40 343.04 0.2734 7.0 BySpaces 2 BySpaces Proposed ACH(50) 0.00044 999 54.83 103.11 0.2485 7.0 BySpaces GARAGE V# Floor Area Roof Area Exposed Wall Perimeter Avg.Wall Height Exposed Wall Insulation 1 655 ft2 655 ft2 80 ft 10 ft 1 MASS V# Mass Type Area Thickness Furniture Fraction Space 1 Default(8 lbs/sq.ft.) 0 ft2 0 ft 0.30 1st Floor 2 Default(8 lbs/sq.ft.) 0 ft2 0 ft 0.30 2nd Floor HEATING SYSTEM V# System Type Subtype AHRI# Efficiency Capacity ----Geothermal HeatPump---- Ducts Block kBtu/hr Entry Power Volt Current 1 Electric Heat Pump Split 3494362 HSPF:9.10 48.0 0.00 0.00 0.00 sys#1 1 2 Electric Heat Pump Split 3810445 HSPF:8.20 18.0 0.00 0.00 0.00 sys#2 2 COOLING SYSTEM V# System Type Subtype AHRI# Efficiency Capacity Air Flow SHR Duct Block kBtu/hr cfm 1 Central Unit Split 3494362 SEER:16 48.0 1440 0.75 sys#1 1 2 Central Unit Split 3810445 SEER:14.5 18.0 600 0.75 sys#2 2 10/18/2018 4:27:13 PM EnergyGauge®/USRCZB v6.1 Page 3 Building Input Summary Report HOT WATER SYSTEM V# System Type Subtype Location EF(UEF) Cap Use SetPnt Fixture Flow Pipe Ins. Pipe length 1 Propane Tankless Exterior 0.82(0.82) 1.00 gal 60 gal 120 deg Standard =>R-3 350 Recirculation Recirc Control Loop Branch Pump DWHR Facilities Equal DWHR Other Credits System Type length length power Connected Flow Eft 1 No NA NA NA No NA NA NA None DUCTS ✓Duct Supply Return Air CFM 25 CFM 25 HVAC# # Location R-Value Area Location R-Value Area Leakage Type Handler TOT OUT QN RLF Heat Cool 1 Attic 8.0 475 ft2 Attic 8.0 455 ft2 Default Leakage 1st Floor (Default)(Default) 1 1 2 Attic 8.0 210 ft2 Attic 8.0 200 ft2 Default Leakage 2nd Floor (Default)(Default) 2 2 TEMPERATURES Programable Thermostat:Y Ceiling Fans:N Cooling []Jan [] Feb []Mar []Apr []May [X]Jun [X]Jul [X]Aug [X]Sep []Oct []Nov []Dec Heating [X]Jan [X] Feb [X]Mar []Apr []May []Jun []Jul []Aug []Sep []Oct [X]Nov [X]Dec Venting []Jan [] Feb [X] Mar [X]Apr []May []Jun []Jul []Aug []Sep [X]Oct [X]Nov H] Dec V/ 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 HARD WIRED LIGHTING VD Type Screen Location Total# Quantity# Comp Fl All Other Fl Bulb Type Schedule Watts per bulb 1 Hard-Wired Default Exterior 20 2 HERS2011 60 2 Hard-Wired Default Garage 20 2 HERS2011 60 MISC ELECTRICAL LOADS VD Type Screen Location Item Quantity Catagory Operating Schedule Off Standby 1 Misc Elec Load Simple Default Main 1 1 HERS2011 1 10/18/2018 4:27:13 PM EnergyGauge®/USRCZB v6.1 Page 4 Building Input Summary Report APPLIANCES & LIGHTING SCHEDULES Appliance Schedule: HERS2014 Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Occupancy peak: 400 Btu AM 0.930 0.930 0.930 0.930 0.930 0.930 0.930 0.980 0.460 0.270 0.270 0.270 Released: 100 % PM 0.270 0.270 0.270 0.270 0.330 0.610 1.000 1.000 0.930 0.930 0.930 0.930 refrig peak: 0 W AM 0.824 0.804 0.784 0.764 0.744 0.734 0.744 0.754 0.764 0.794 0.814 0.854 %Released: 100 % PM 0.854 0.864 0.884 0.904 0.925 0.945 0.925 0.915 0.904 0.894 0.874 0.854 cWash peak: 0 W AM 0.200 0.100 0.050 0.050 0.050 0.075 0.200 0.375 0.500 0.800 0.950 1.000 %Released: 30 % PM 0.875 0.850 0.800 0.625 0.625 0.600 0.575 0.550 0.625 0.700 0.650 0.375 E-cDry peak: 0 W AM 0.200 0.100 0.050 0.050 0.050 0.075 0.200 0.375 0.500 0.800 0.950 1.000 %Released: 15 % PM 0.875 0.850 0.800 0.625 0.625 0.600 0.575 0.550 0.625 0.700 0.650 0.375 dWash peak: 0 W AM 0.139 0.050 0.028 0.024 0.029 0.090 0.169 0.303 0.541 0.594 0.502 0.443 %Released: 60 % PM 0.376 0.396 0.334 0.323 0.344 0.448 0.791 1.000 0.800 0.597 0.383 0.281 E-rOven peak: 0 W AM 0.057 0.057 0.057 0.057 0.057 0.114 0.171 0.286 0.343 0.343 0.343 0.400 %Released: 80 % PM 0.457 0.343 0.286 0.400 0.571 1.000 0.857 0.429 0.286 0.229 0.171 0.114 TVs peak: 226 W AM 0.100 0.050 0.050 0.050 0.100 0.200 0.400 0.450 0.400 0.200 0.100 0.100 %Released: 100 % PM 0.050 0.050 0.150 0.450 0.850 1.000 0.950 0.800 0.500 0.250 0.150 0.100 cFan peak: 0 W AM 0.600 0.600 0.600 0.600 0.600 0.600 0.600 0.250 0.250 0.250 0.250 0.250 %Released: 100 % PM 0.250 0.250 0.250 0.250 0.250 0.250 0.550 0.600 0.600 0.600 0.600 0.600 Igts-in peak: 0 W AM 0.160 0.150 0.160 0.180 0.230 0.450 0.420 0.260 0.190 0.160 0.120 0.110 %Released: 100 % PM 0.160 0.170 0.250 0.270 0.340 0.550 0.600 0.880 1.000 0.880 0.510 0.280 lgts-out peak: 73 W AM 1.000 1.000 1.000 1.000 1.000 0.750 0.750 0.000 0.000 0.000 0.000 0.000 %Released: 0 % PM 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.500 0.750 0.750 0.750 1.000 Igts-gar peak: 37 W AM 0.000 0.000 0.000 0.000 0.000 0.500 0.750 1.000 0.750 0.500 0.000 0.000 %Released: 0 % PM 0.000 0.000 0.500 0.500 0.750 1.000 0.750 0.500 0.000 0.000 0.000 0.000 MEL peak: 0 W AM 0.500 0.500 0.500 0.750 0.750 0.850 1.000 1.000 1.000 1.000 0.900 0.900 Released: 90 % PM 0.900 0.900 1.000 1.000 1.000 1.000 1.000 1.000 1.000 0.850 0.750 0.750 10/18/2018 4:27:13 PM EnergyGaugeO/USRCZB v6.1 Page 5 Residential Equipment Selection Summary EnergyGauge Asplundh Residence 10/18/2018 347 7th Street Block 1, Heating System1, Cooling System1 Atlantic Beach, FL Conditions Outdoor Winter Dry Bulb: 29 F Summer Dry Bulb: 95 F Summer Wet Bulb: 77 F Room Winter Dry Bulb: 70 F Summer Dry Bulb: 75 F RH: 55 % Air Entering Indoor Coil Winter Dry Bulb: 70 F Summer Dry Bulb: 76 F Summer Wet Bulb: 67 F Design Loads (Manual J or equivalent) Heating: 43.164 Sensible Cooling: 31.809 Latent Cooling: 8.759 Air Flow Estimate Heating CFM: 1600 Cooling CFM: 1600 Equipment Information - Heating Type: Electric Heat Pump Manufacturer: Carrier Nominal Capacity: 48.00 Outdoor Model: 25HCB648A30 AHRI Number: 3494362 Indoor Model: tFV4CN(B,F)005 Equipment Information - Cooling Type: Electric Heat Pump Manufacturer: Carrier Speed: Two-Speed Outdoor Model: 25HCB648A30 AHRI Number: 3494362 Indoor Model: tFV4CN(B,F)005 AHR I/Nominal Capacity: 48.00 OEM Capacity at Design Conditions Total Latent Sensible Sens plus excess Latent 47 10.8 36.2 37.2 Manual S Compliance- Cooling Cooling-Only Equipment or Cooling Mode of Heat Pump in Condition A Climate Total: Required: 90— 120% Actual: 116 % Passes Manual S for Total PASS Latent: Required: 100 — 150% Actual: 123 % Manual S for Latent PASS Sensible: Required: 90%or more Actual: 117 % Manual S for Sensible PASS Heat Pump equipment is sized for cooling. I hereby certify that Prepared by: 20 8. 0.1 the equipment selected is in 1dew- 9 13.36.58 accordance with ACCA Manual S. Date:_ ffff�� _G410 0 ' Residential Equipment Selection Summary Manual S Heat Pump Supplemental Requirements EnergyGauge Asplundh Residence 10/18/2018 347 7th Street Block 1, Heating System1, Cooling System1 Atlantic Beach, FL Thermal Balance Point Design Temperature 29.0 °F 50 U AHRI Capacity Load at Design T 43.2 Mbtuh 45. I Building Loads 40 II Design Load Thermal Balance Point 32.4 °F 30_ AHRI/Nominal Capacity 48.00 Mbtuh 25 OEM Capacity at design T 35 Mbtuh 20 U �0' Supplemental Heat Required * 8.2 Mbtuh (2.4KW) 5" Supplemental Heat Installed 5.0 KW 0' • 20 30 40 50 60 %of supplemental requirement 266.4% 0 utd o o r Ai r tem p erature(F) % Required: 95%- 175% Fails Manual S supplemental heat requirement The difference between the Manual J building load at design temperature and the Original Equipment Manufacter's published capacity at desigh temperature.(ACCA Manual S,Section 2-11) Residential Equipment Selection Summary EnergyGauge Asplundh Residence 10/18/2018 347 7th Street Block 2, Heating System2, Cooling System2 Atlantic Beach, FL Conditions Outdoor Winter Dry Bulb: 29 F Summer Dry Bulb: 95 F Summer Wet Bulb: 77 F Room Winter Dry Bulb: 70 F Summer Dry Bulb: 75 F RH: 55% Air Entering Indoor Coil Winter Dry Bulb: 70 F Summer Dry Bulb: 76 F Summer Wet Bulb: 67 F Design Loads(Manual J or equivalent) Heating: 11.615 Sensible Cooling: 13.536 Latent Cooling: 4.139 Air Flow Estimate Heating CFM: 600 Cooling CFM: 600 Equipment Information- Heating Type: Electric Heat Pump Manufacturer: Carrier Nominal Capacity: 18.00 Outdoor Model: 25HBC518A**30 AHRI Number: 3810445 Indoor Model: FB4CNF018 Equipment Information-Cooling Type: Electric Heat Pump Manufacturer: Carrier Speed: Single-Speed Outdoor Model: 25HBC518A**30 AHRI Number: 3810445 Indoor Model: FB4CNF018 AHRI/Nominal Capacity: 18.00 OEM Capacity at Design Conditions Total Latent Sensible Sens plus excess Latent 17.8 4.2 13.6 13.6 Manual S Compliance-Cooling Cooling-Only Equipment or Cooling Mode of Heat Pump in Condition A Climate Total: Required: 90— 115% Actual: 101 % Passes Manual S for Total PASS Latent: Required: 100— 150% Actual: 101 % Manual S for Latent PASS Sensible: Required: 90%or more Actual: 101 % Manual S for Sensible PASS Heat Pump equipment is sized for cooling. I hereby certify that Prepared by: 2018.10. 9 the equipment selected is in � 1.7. 13:37:12 accordance with ACCA Manual S. Date: It,.!!;'. 04'00' Residential Equipment Selection Summary Manual S Heat Pump Supplemental Requirements EnergyGauge Asplundh Residence 10/18/2018 347 7th Street Block 2, Heating System2, Cooling System2 Atlantic Beach, FL Thermal Balance Point Design Temperature 29.0 °F 18 I AHRI Capacity g Load at Design T 11.6 Mbtuh 16 I Building Loads 14 II Design Load Thermal Balance Point 26.5 °F z 12 AHRI/Nominal Capacity 18.00 Mbtuh 8 OEM Capacity at design T 10 Mbtuh 6: 4; Supplemental Heat Required * 1.6 Mbtuh (0.5KW) 2 Supplemental Heat Installed 3.0 KW 0 20 30 40 50 60 %of supplemental requirement -684.7% 0 utd o o r Ai r tem p erature(F) % Required: 95%- 175% Fails Manual S supplemental heat requirement *The difference between the Manual J building load at design temperature and the Original Equipment Manufacter's published capacity at desigh temperature.(ACCA Manual S, Section 2-11) Residential System Sizing Calculation Summary Alexis Asplundh Project Title: 347 7th Street Asplundh Residence Atlantic Beach, FL 32233 10/18/2018 Location for weather data: Jacksonville, FL - Defaults: Latitude(30.5) Altitude(30 ft.) Temp Range(M) Humidity data: Interior RH (50%) Outdoor wet bulb (77F) Humidity difference(49qr.) Winter design temperature(TMY3 99%) 29 F Summer design temperature(TMY3 99%) 95 F Winter setpoint 70 F Summer setpoint 75 F Winter temperature difference 41 F Summer temperature difference 20 F Total heating load calculation 54779 Btuh Total cooling load calculation 58644 Btuh Submitted heating capacity % of calc Btuh Submitted cooling capacity %of calc Btuh Total (Electric Heat Pump) 120.5 66000 Sensible (SHR =0.75) 108.2 49500 Heat Pump+Auxiliary(0.0kW) 120.5 66000 Latent 127.9 16500 Total (Electric Heat Pump) 112.5 66000 WINTER CALCULATIONS Winter Heating Load (for 3445 sqft) Load component Load Window total 459 sqft 6024 Btuh Wallsi25.2%:' [Ceilings(93%) Wall total 4352 sqft 13788 Btuh Door total 44 sqft 830 Btuh Ceiling total 2589 sqft 5079 Btuh h'indows(tt.d%) Floor total See detail report 11611 Btuh Infiltration 262 cfm 11799 Btuh Duct loss 5648 Btuh Subtotal 54779 Btuh L Floors(21.2%) Ducts(10•3%) Ventilation 0 cfm 0 Btuh TOTAL HEAT LOSS 54779 Btuh Uoors(1.5%) SUMMER CALCULATIONS `Inel.(21.5%) Summer Cooling Load(for 3445 sqft) Load component Load Window total 459 sqft 6454 Btuh Wall total 4352 sqft 7500 Btuh Doors(1.1%) Walls(12.89i) Door total 44 sqft 627 Btuh Ceiling total 2589 sqft 3221 Btuh Ceilings(5.9%) Floor total 0 Btuh 10418.5%) Infiltration 196 cfm 4317 Btuh Windows(1111%) Internal gain 19420 Btuh Duct gain 3807 Btuh Sens. Ventilation 0 cfm 0 Btuh Blower Load 400 Btuh Latentint(1.4%) Total sensible gain 45745 Btuh Ellower(0.7%) Latent gain(ducts) 5561 Btuh ( Ducts(16.O%) Latent gain(infiltration) 6538 Btuh Latent gain(ventilation) 0 Btuh Latent gain(internal/occupants/other) 800 Btuh Int.Gain(33.1%) Total latent gain 12899 Btuh TOTAL HEAT GAIN 58644 Btuh EnergyGauge®System Sizing Ativvrvvri iv 8th Edition PREPARED BY: DATE: 2018.10.19 .........r...:, . . . nH�' i h�, '',1.',';, 13.37.26 -0 '00' EnergyGauge®/USRCZB v6.1 System Sizing Calculations - Summer Residential Load - Whole House Component Details Alexis Asplundh Project Title: 347 7th Street Asplundh Residence Atlantic Beach, FL 32233 10/18/2018 Reference City: Jacksonville, FL Temperature Difference: 20.0F(TMY3 99%) Humidity difference: 49gr. Component Loads for Whole House Type* Overhang Window Area(sqft) HTM Load Window Panes SHGC U InSh IS Ornt Len Hgt Gross Shaded Unshaded Shaded Unshaded 1 2 NFRC 0.19,0.32 No No S 3.0ft. 2.Oft. 18.0 18.0 0.0 10 12 187 Btuh 2 2 NFRC 0.19,0.32 No No S 3.0ft. 2.0ft. 18.0 18.0 0.0 10 12 187 Btuh 3 2 NFRC 0.19,0.32 No No N 3.0ft. 2.0ft. 16.0 0.0 16.0 10 10 166 Btuh 4 2 NFRC 0.19,0.32 No No N 3.0ft. 2.0ft. 10.0 0.0 10.0 10 10 104 Btuh 5 2 NFRC 0.19,0.32 No No N 3.0ft. 2.0ft. 32.5 0.0 32.5 10 10 337 Btuh 6 2 NFRC 0.19,0.32 No No E 8.3ft. 2.0ft. 12.0 12.0 0.0 10 25 124 Btuh 7 2 NFRC 0.19,0.32 No No E 8.3ft. 2.0ft. 36.0 29.0 7.0 10 25 473 Btuh 8 2 NFRC 0.19,0.32 No No E 8.3ft. 2.0ft. 15.0 14.5 0.5 10 25 162 Btuh 9 2 NFRC 0.19,0.32 No No E 8.3ft. 2.0ft. 48.0 29.0 19.0 10 25 769 Btuh 10 2 NFRC 0.19,0.32 No No E 3.0ft. 2.0ft. 21.7 2.1 19.6 10 25 504 Btuh 11 2 NFRC 0.19,0.32 No No W 3.0ft. 2.0ft. 60.0 7.3 52.7 10 25 1376 Btuh 12 2 NFRC 0.19,0.32 No No W 3.0ft. 2.0ft. 15.0 1.5 13.5 10 25 349 Btuh 13 2 NFRC 0.19,0.32 No No W 3.0ft. 2.0ft. 8.0 1.9 6.1 10 25 170 Btuh 14 2 NFRC 0.19,0.32 No No S 3.0ft. 2.0ft. 96.0 96.0 0.0 10 12 996 Btuh 15 2 NFRC 0.19,0.32 No No S 3.0ft. 2.0ft. 8.0 8.0 0.0 10 12 83 Btuh 16 2 NFRC 0.19,0.32 No No N 3.0ft. 2.0ft. 45.0 0.0 45.0 10 10 467 Btuh Window Total 459 (sqft) 6454 Btuh_ Walls Type U-Value R-Value Area(sqft) HTM Load Cav/Sheath 1 Frame-Wood-Ext 0.08 19.0/0.0 283.0 1.7 490 Btuh 2 Frame-Wood-Ext 0.08 19.0/0.0 260.5 1.7 451 Btuh 3 Frame-Wood-Ext 0.08 19.0/0.0 601.6 1.7 1041 Btuh 4 Frame-Wood-Ext 0.08 19.0/0.0 857.5 1.7 1484 Btuh 5 Frame-Wood-Ext 0.08 19.0/0.0 215.2 1.7 372 Btuh 6 Frame-Wood-Ext 0.08 19.0/0.0 294.2 1.7 509 Btuh 7 Frame-Wood-Ext 0.08 19.0/0.0 217.3 1.7 376 Btuh 8 Frame-Wood-Adj 0.08 19.0/0.0 179.5 1.5 277 Btuh 9 Frame-Wood-Ext 0.08 19.0/0.0 293.3 1.7 508 Btuh 10 Frame-Wood-Ext 0.08 19.0/0.0 293.3 1.7 508 Btuh 11 Frame-Wood-Ext 0.08 19.0/0.0 428.3 1.7 741 Btuh 12 Frame-Wood-Ext 0.08 19.0/0.0 428.3 1.7 741 Btuh Wall Total 4352 (sqft) 7500 Btuh Doors Type Area (sqft) HTM Load 1 Wood-Garage 24.0 14.3 342 Btuh 2 Wood-Exterior 20.0 14.3 285 Btuh Door Total 44 (sqft) 627 Btuh Ceilings Type/Color/Surface U-Value R-Value Area(sqft) HTM Load 1 Unvented Attic/Light/Shingle 0.048 0.0/20.0 856.0 1.24 1065 Btuh 2 Unvented Attic/Light/Shingle 0.048 0.0/20.0 1733.0 1.24 2156 Btuh Ceiling Total 2589 (sqft) 3221 Btuh Floors Type R-Value Size HTM Load 1 Slab On Grade 0.0 2589(ft-perimeter) 0.0 0 Btuh 2 Interior 0.0 856(sqft) 0.0 0 Btuh Floor Total 3445.0 (sqft) 0 Btuh Envelope Subtotal: 17801 Btuh EnergyGauge®/USRCZB v6.1 Page 1 Manual J Summer Calculations Residential Load - Component Details (continued) Alexis Asplundh Project Title: Climate:FL_JACKSONVILLE_INTL_ARPT 347 7th Street Asplundh Residence Atlantic Beach, FL 32233 10/18/2018 Infiltration Type Average ACH Volume(cuft) Wall Ratio CFM= Load Natural 0.32 37039 1 196.4 4317 Btuh Internal Occupants Btuh/occupant Appliance Load gain 4 X 230 + 18500 19420 Btuh Sensible Envelope Load: 41538 Btuh Duct load (DGMS vary for Mixed ducts) 3807 Btuh Sensible Load All Zones 45345 Btuh EnergyGauge®/USRCZB v6.1 Page 2 Manual J Summer Calculations Residential Load - Component Details (continued) Alexis Asplundh Project Title: Climate:FL_JACKSONVILLE_INTL_ARPT 347 7th Street Asplundh Residence Atlantic Beach, FL 32233 10/18/2018 WHOLE HOUSE TOTALS Sensible Envelope Load All Zones 41538 Btuh Sensible Duct Load 3807 Btuh Total Sensible Zone Loads 45345 Btuh Sensible ventilation 0 Btuh Blower 400 Btuh Whole House Total sensible gain 45745 Btuh Totals for Cooling Latent infiltration gain (for 49 gr. humidity difference) 6538 Btuh Latent ventilation gain 0 Btuh Latent duct gain 5561 Btuh Latent occupant gain (4.0 people @ 200 Btuh per person) 800 Btuh Latent other gain 0 Btuh Latent total gain 12899 Btuh TOTAL GAIN 58644 Btuh EQUIPMENT 1. Central Unit Carrier#25HCB648A30 48000 Btuh 2. Central Unit Carrier#25HBC518A**30 18000 Btuh *Key: Window types(Panes-Number and type of panes of glass) (SHGC-Shading coefficient of glass as SHGC numerical value) (U-Window U-Factor) (InSh-Interior shading device:none(No), Blinds(B), Draperies(D)or Roller Shades(R)) urrui - For Blinds:Assume medium color,half closed n � For Draperies:Assume medium weave, half closed For Roller shades:Assume translucent, half closed (IS-Insect screen:none(N), Full(F)or Half(1/)) (Ornt-compass orientation) MHMl1RL J rar Version 8 EnergyGauge®/USRCZB v6.1 Page 3 System Sizing Calculations - Winter Residential Load - Whole House Component Details Alexis Asplundh Project Title: 347 7th Street Asplundh Residence Atlantic Beach, FL 32233 Building Type: User 10/18/2018 Reference City: Jacksonville, FL (Defaults) Winter Temperature Difference: 41.0 F (TMY3 99%) Component Loads for Whole House Window Panes/Type Frame U Orientation Area(sqft) X HTM= Load 1 2, NFRC 0.19 Vinyl 0.32 S 18.0 13.1 236 Btuh 2 2, NFRC 0.19 Vinyl 0.32 S 18.0 13.1 236 Btuh 3 2, NFRC 0.19 Vinyl 0.32 N 16.0 13.1 210 Btuh 4 2, NFRC 0.19 Vinyl 0.32 N 10.0 13.1 131 Btuh 5 2, NFRC 0.19 Vinyl 0.32 N 32.5 13.1 426 Btuh 6 2, NFRC 0.19 Vinyl 0.32 E 12.0 13.1 157 Btuh 7 2, NFRC 0.19 Vinyl 0.32 E 36.0 13.1 472 Btuh 8 2, NFRC 0.19 Vinyl 0.32 E 15.0 13.1 197 Btuh 9 2, NFRC 0.19 Vinyl 0.32 E 48.0 13.1 630 Btuh 10 2, NFRC 0.19 Vinyl 0.32 E 21.7 13.1 284 Btuh 11 2, NFRC 0.19 Vinyl 0.32 W 60.0 13.1 787 Btuh 12 2, NFRC 0.19 Vinyl 0.32 W 15.0 13.1 197 Btuh 13 2, NFRC 0.19 Vinyl 0.32 W 8.0 13.1 105 Btuh 14 2, NFRC 0.19 Vinyl 0.32 S 96.0 13.1 1260 Btuh 15 2, NFRC 0.19 Vinyl 0.32 S 8.0 13.1 105 Btuh 16 2, NFRC 0.19 Vinyl 0.32 N 45.0 13.1 590 Btuh Window Total 459.2(sqft) 6024 Btuh Walls Type Ornt. Ueff. R-Value Area X HTM= Load (Cav/Sh) 1 Frame - Wood - Ext (0.077) 19.0/0.0 283 3.17 897 Btuh 2 Frame - Wood - Ext (0.077) 19.0/0.0 261 3.17 825 Btuh 3 Frame - Wood - Ext (0.077) 19.0/0.0 602 3.17 1906 Btuh 4 Frame- Wood - Ext (0.077) 19.0/0.0 858 3.17 2717 Btuh 5 Frame- Wood - Ext (0.077) 19.0/0.0 215 3.17 682 Btuh 6 Frame- Wood - Ext (0.077) 19.0/0.0 294 3.17 932 Btuh 7 Frame- Wood - Ext (0.077) 19.0/0.0 217 3.17 688 Btuh 8 Frame- Wood -Adj (0.077) 19.0/0.0 180 3.17 569 Btuh 9 Frame- Wood - Ext (0.077) 19.0/0.0 293 3.17 929 Btuh 10 Frame- Wood - Ext (0.077) 19.0/0.0 293 3.17 929 Btuh 11 Frame- Wood - Ext (0.077) 19.0/0.0 428 3.17 1357 Btuh 12 Frame- Wood - Ext (0.077) 19.0/0.0 428 3.17 1357 Btuh Wall Total 4352(sqft) 13788 Btuh Doors Type Storm Ueff. Area X HTM= Load 1 Wood - Garage, n (0.460) 24 18.9 453 Btuh 2 Wood - Exterior, n (0.460) 20 18.9 377 Btuh Door Total 44(sqft) 830Btuh Ceilings Type/Color/Surface Ueff. R-Value Area X HTM= Load 1 Unvent Attic/UShing (0.048) 0.0/20.0 856 2.0 1679 Btuh 2 Unvent Attic/UShing (0.048) 0.0/20.0 1733 2.0 3400 Btuh Ceiling Total 2589(sqft) 5079Btuh EnergyGauge®/USRCZB v6.1 Page 1 Manual J Winter Calculations Residential Load - Component Details (continued) Alexis Asplundh Project Title: 347 7th Street Asplundh Residence Atlantic Beach, FL 32233 Building Type: User 10/18/2018 Floors Type Ueff. R-Value Size X HTM= Load 1 Slab On Grade (1.180) 0.0 240.0 ft(perim.) 48.4 11611 Btuh 2 Interior (1.180) 0.0 856.0 sqft 0.0 0 Btuh Floor Total 3445 sqft 11611 Btuh Envelope Subtotal: 37332 Btuh Infiltration Type BySpaces ACH Volume(cuft) Wall Ratio CFM= Natural 0.44 37039 1.00 261.9 11799 Btuh Duct load (DLM of Mixed ducts) 5648 Btuh All Zones Sensible Subtotal All Zones 54779 Btuh !WHOLE HOUSE TOTALS Subtotal Sensible Heat Loss 54779 Btuh Totals for Heating Ventilation Sensible Heat Loss 0 Btuh Total Heat Loss 54779 Btuh EQUIPMENT 1. Electric Heat Pump Carrier#25HCB648A30 48000 Btuh 2. Electric Heat Pump Carrier#25HBC518A**30 18000 Btuh ry/In Key:Window types-NFRC(Requires U-Factor and Shading coefficient(SHGC)of glass as numerical values) n.. or-Glass as'Clear'or'Tint'(Uses U-Factor and SHGC defaults) U-(Window U-Factor) HTM-(ManualJ Heat Transfer Multiplier) MRNURL J Version 8 EnergyGauge®/USRCZB v6.1 Page 2 WY N C C C C > d N- co CO CO CD O CO V O) co co co M CO CO CO V co CD > d V N N O O co N > y V M O N N,,V j y V N .= LL .c LL N N .3 LL r .3 LL N Q C- C CS I W W W W U W Y .) • i, 0• 76 up V CO co CO co CO M CO OD M CO M OD CD CD M CD CD 0 i5 co M M (fl N_ N 6) CO 0 ij O CD 00 V co M 0 '8 M CD d d C) d YW Y Y 67 d d d• . L L L > OI CD CD CO CD CD M CO 't coCO CO CO CD CD CO CD t CD CD > O CO CO f� O C.O .> V co V' O d. > p7 N CO '_ '� '= '� 3 'C = C �- C W W W W 0 . a + C) C) C) d _N N_ N_ N_ Lj J CO D W N M W W V W OD M a0 M M V M O U) V O M CO M V O CO V) CV to O CO O V N V W C6 f7 f6 Cd 73C C C C L LL L: it LL I— P a' z, ✓ co r CD O O) O M N M M O M O N CO M () V N V CD CD CO CD v N N- C' M CD U V V o . M CD CD CD CD O CO CO N N N N V CO N CO n 0 CD co N V V CD 0 M O M D N 0 CD M M N N N V CO .- M M M M M N M M N N N ; M M O CD M t0 V N ; ,t 00 M CD V N ; M CO C Cy C) 0) d N N N N c� CO CO cO G — 73 CD U) 00 CO CJ M CO V CD CD CO CO W CO 0- 0- V CO CD 'O ,t O CO M O V O CO 13 N i f) O CD O ,r -p V' M d C C - - .-- r' C .-- C W 7 7 7 3 VO O 0 O •L ) EX Ce Ce C4 E▪ o E •co • E E E 4 CD Q , c CO C) '',2 0 V O ,- M V V V' '7 V O N- ON CD CD CD C N O O Nt M O M V O V CD CD N O CO O 0 N O C� N �- V N m = CD N e- C M ,— CO Nc\I C V -- 0 O . 0 0 0 0 „, E N ❑❑❑❑❑❑❑❑ N ❑❑❑❑❑❑❑❑L.._1 ❑❑❑❑ 0 w .P E V 'V V M CD CO V V V V 0 co o + CD U 7 0 °CO N O CD C) V O V. _ _ T- T- O G O O N '- O -N4 m ❑❑❑o❑a❑o o ❑❑❑o❑❑❑❑❑❑ _ ❑❑❑❑ co V _ _ _ _ _ `- V O) CD N CD XC) CD ❑❑oo❑a❑o g ❑❑❑o❑❑❑❑❑❑ 2 DE= =od E _ _ d � ❑❑O�❑E= Q ❑❑❑m❑0❑❑❑❑ °' ❑❑❑❑ 73 U N V CD O OD cp ,- co .— V CA O a) CD V coN ❑❑❑❑� ❑❑❑❑ W ❑❑❑❑� ❑❑❑❑❑❑ N ❑U❑❑ q= • . ❑❑oo❑a❑❑ ; o❑'❑'00000❑o = ❑❑❑❑ •C _ ' = 0 71 ❑❑oo❑o❑❑ 0❑❑❑o❑❑❑❑❑❑ 15 .❑❑❑❑ o y - MCDCVDC <- 0 � CDCCCCC ,t , � CO � � ❑❑oo❑❑❑❑ ❑a❑q❑❑❑❑❑° ❑o❑❑ 1Z, 03' M O N N N M N CO M CO CO CO CO -CN CNI (NI CN N V CO N .N- M - ❑❑❑❑❑❑� ❑❑ q,❑❑❑❑❑❑❑❑❑D -DE= coo U N - ❑❑oo❑❑= �❑❑❑o❑❑❑❑❑❑ N❑O= L._ :::.! F- ❑❑EE❑❑❑❑ d❑❑❑E❑❑❑❑❑❑ 7,CIE= Q 7CO CD CO M co M M _ N N N N N CO O) CD O 0"- R (P DDEEDD❑❑❑� ❑ 'Cj❑❑0❑❑❑❑❑❑❑ ..DED — M CD N N N V V CD CO 00 M CO CO CD CD ,_ CO N V ' 03 up up Lo _ .r- 7- N N N M N M M N N N N NN- N N 7- 7- U) ❑❑EI❑0❑❑❑ H❑❑❑❑❑❑❑❑❑❑ N❑❑❑^' Tr < ' ❑❑n❑o❑❑❑ Q❑❑❑❑EI❑❑❑❑❑ <mm O L° ❑❑o❑❑❑❑❑ a❑❑❑o❑❑❑❑❑ ❑o❑❑ 2C OOON � -I <- c� CDCDCD � zZCCCCCC ')oo❑❑❑❑❑❑ a❑❑❑❑❑❑❑❑❑ o❑❑❑ E < O 0 0 0 o < p o z z z z C = = o o w 't SLI❑❑❑❑❑❑ Ei❑❑❑❑❑❑❑❑❑ ELI= 0 < D H H H m m H w » » LL H H a_ D O "' D❑❑❑❑❑❑❑ 0❑❑❑❑❑❑❑❑m Eli= Q' Q U) U) CO o6 m J J J J Y Y Y a g - _ eesw No❑❑❑❑❑❑❑ 000❑o❑o❑❑a ❑❑= o❑❑❑❑❑❑❑ o❑a0000a❑❑ ❑❑❑❑ N M V' t0 CO M CD O VQ0 O CO O Or- N M R CD CO is C,O O_ 0 W' cL2' r' Q' 2C2' C' o' 2' Q' Q' c' 2' c a' Q' 2cL 0 `- NM V u? (DroD a cc 2' ccd' Q' 2' � � HHHH U) U) 0 (n U) U) (n U) U) U) U) U) (n U) U) U) (n U) U) U) H H H H H H H H Et Ct Et cC Et�cC Et cC Et (n 00 00 00 U) U) U) U) CC CY CC CC Air Conditioning Contractors of America, Manual D, Third Edirtion AC-1 Effective Length Worksheet Element Supply Run ID Number Straight Run Length Length Length Length Trunk Length 25 Trunk Length 62 — Trunk Length _ 20 - Runout Length 8 Fittings Group • Effective Group Effective Group Effective Group Effective Letters Length Letters Length Letters Length Letters Length Group 1 4 1A 35 Group 2 4 2A • 80 Group 3 4 Group 4 4 4AD 60 Group 8 A (3)8A 60 Group 9 4 9A ▪ 80 Group 11 4 AB+ACL 60 Group 12 4 12C • 20 Other _ Other Other Other Other Total Length 510 0 0 0 Design TEL 510 Element Return Run ID Number Straight Run _ Length Length_ Length Length Trunk Length 34 Trunk Length Trunk Length _ Runout Length 7 _ Fittings Group Effective Group Effective Group Effective Group Effective Letters Length Letters _ Length Letters Length Letters Length Group 5 t 5H 45 Group 6 t 61 30 _ Group 7 4 Group 8 4 (4)8A 80 Group 10 4 Group 11 4 AL 30 Group 12 4 Other Other Other Other Total Length 226 0 0 0 Design TEL 226 Air Conditioning Contractors of America, Manual D, Third Edition Friction Rate Worksheet Step 1) Manufacturer's Blower Data External static pressure (ESP) 0.6 IWC CFM from manufacturers tables Heating Cooling 1600 1600 Fan Speed High High Step 2) Component Pressure Losses (CPL) Direct expansion refrigerant coil 0.15 Electric resistance heating coil 0.01 Hot water coil heat exchanger Low efficiency filter High or mid-efficiency filter 0.1 Electronic filter Humidfier Supply outlet 0.03 Return grille 0.03 Balancing damper 4 UV lights or other device Total component losses (CPL) 0.32 IWC Step 3) Available Static Pressure (ASP) 0.28 IWC Step 4) Total Effective Length (TEL) 736 Feet Step 5) Friction Rate Design Value (FR) 0.04 IWC/100 Air Conditioning Contractors of America, Manual D, Third Edition Duct Sizing Worksheet 1 Supply-side Runouts Equivilent Rect. Duct Equivilent ID Room ID H-Btuh C-Btuh Htg Cfm Clg Cfm Dsn Cfm Round Size Velocity Final Size Height Width Flex SR-1 MASTER WIC 2923 4408 148 148 148 8 423 8 6 8 9 SR-2 STAIRS 1793 2704 91 91 91 7 339 7 6 6 7 SR-3 MASTER TOILET 208 313 10 10 10 4 120 4 4 3 4 SR-4 MASTER BATH 1715 2586 87 87 87 7 324 7 5 8 7 SR-5 SITTING ROOM 2044 3082 103 103 103 7 386 7 4 10 7 SR-6 MASTER BED 3202 4827 162 162 162 8 463 8 4 13 9 SR-7 SR-8 SR-9 SR-10 SR-11 SR-12 SR-13 SR-14 SR-15 SR-16 SR-17 SR-18 SR-19 SR-20 11885 17920 600 600 600 Supply-side Trunks Equivilent Rect. Duct Equivilent ID Associated Supply Runs Dsn Cfm Round Size Velocity Final Size Height Width Flex 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 ST-1 0111EIDDEI ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ 600 14 562 14 12 13 16 ST-2 ED ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ 238 9 539 9 8 8 10 ST-3 ❑❑ E111 ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ 97 7 363 7 6 6 7 ST-4 ❑❑ ❑ ❑ 111D ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ 265 10 486 10 10 8 12 ST-5 ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ST-6 ❑❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ST-7 ❑❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ _ ST-8 ❑❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ Return-side Runouts Equivilent Rect. Duct Equivilent ID Associated Supply Runs Dsn Cfm Round Size Velocity Final Size Height Width Flex RR-1 ❑❑ IIIL ❑ D ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ 259 10 475 10 8 10 12 RR-2 ❑0 ❑ ❑ El ❑ ❑_❑_❑ ❑ ❑ III_D ❑ ❑ ❑ ❑ ❑_❑ ❑ 194 9 439 9 8 8 9 RR-3 E❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ 148 8 423 8 8 6 9 RR-4 1110111 ❑ El 171 ❑ ❑ ❑ ❑ ❑ El El ❑ ❑ ❑ ❑ ❑.❑.❑ . RR-5 ❑❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑_❑ ❑ ❑ ❑ ❑ ❑ RR-8 ❑❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ . RR-7 ❑❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ RR-8 ❑❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ RR-9 ❑❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ RR-101❑71Lai D❑ r]71T7 tin ❑ ntrErininn ti7:71 Return-side Trunks Equivilent Rect. Duct Equivilent ID Associated Supply Runs Dsn Cfm Round Size Velocity Final Size Height , Width Flex RT-1 C11=, ❑ 0 ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑_❑ ❑ 600 14 562 14 12 _ 13 16 RT-2 ❑❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ RT-3 ❑❑ ❑ r❑ ❑1 ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ RT-4 -❑L k] u lrnu ❑ tin n ❑ ❑-❑ L,U-❑ ❑ U L S Air Conditioning Contractors of America, Manual D, Third Edirtion Effective Length Worksheet Element Supply Run ID Number Straight Run Length Length Length Length Trunk Length 19 Trunk Length 9 Trunk Length Runout Length 13 Fittings Group Effective Group Effective Group Effective Group Effective Letters Length Letters Length Letters Length Letters Length Group 1 4 Group 2 4 Group 3 4 Group 4 4 4AD 60 Group 8 4 (4)8A 80 Group 9 4 Group 11 t AB 30 Group 12 t Other Other Other Other Other Total Length 211 0 0 0 Design TEL 211 Element Return Run ID Number Straight Run Length Length Length Length Trunk Length 15 Trunk Length Trunk Length _ Runout Length 16 Fittings Group Effective Group Effective Group Effective Group Effective Letters Length Letters Length Letters Length Letters Length Group 5 t 51 45 Group 6 t 61 30 Group 7 1 Group 8 1 (3)8A 60 Group 10 t _ Group 11 t AL 30 Group 12 4 Other Other Other Other Total Length 196 0 0 0 Design TEL 196 Air Conditioning Contractors of America, Manual D, Third Edition Friction Rate Worksheet Step 1) Manufacturer's Blower Data External static pressure (ESP) 0.6 IWC CFM from manufacturers tables Heating Cooling 600 600 Fan Speed Med-Hi Med-Hi Step 2) Component Pressure Losses (CPL) Direct expansion refrigerant coil 0.15 Electric resistance heating coil 0.01 Hot water coil heat exchanger Low efficiency filter High or mid-efficiency filter 0.15 Electronic filter Humidfier Supply outlet 0.03 Return grille 0.03 Balancing damper UV lights or other device Total component losses (CPL) 0.37 IWC Step 3) Available Static Pressure (ASP) 0.23 IWC Step 4) Total Effective Length (TEL) 407 Feet Step 5) Friction Rate Design Value (FR) 0.06 IWC/100 i I 1 a R '2.--°6 : H • t. ; pm ii . :-.I(:m 1 1ST FLOOR g 0 A CMS _i - 1r I 11 go —I PERFORMED BY: SCALE: 1/16 1'o" JOB: A S P L U N D H RESIDENCE DUCTWORK HAS BEEN SIZED IN ACCA MANUAL ADDRESS: 347 7TH STREET KALOS ENGINEERING LLC. ACCORDANCE WITH D - SEE SUPPORT CALCULATIONS ATLANTIC BEACH, FL ORANGE PARK FL, 32073 FOR DUCT SIZES. PROVIDE 904 270 9734 REGISTERS FOR ALL GRILLES. SIZE 10_19_18 RELEASE DATE: CUSTOMERSUPPORTOGETENERGYFORMS.COM ALL TRANSFER BOXES IN ACCORDANCE W/ ACCA & FMC. 2ND FLOOR 148 CFM liala 30 87 CFM *Ea 10 CFM NM 91 CFM . Tour WEER " 16'1 "b 10.0 I . '4 12'b 18'01 ._________71 9•0 ( F 120 la *MEM s'e 9•f 162 CFM anta B4i1 -0 103 CFM JOB: ASPLUNDH RESIDENCE PERFORMED BY: SCALE: '/°'' ''°' DUCTWORK HAS BEEN SIZED IN H ACCA MANUAL ADDRESS: 347 7TH STREET KALOS ENGINEERING LLC. D - SEE ACCORDANCE WITT CALCULATIONS ATLANTIC BEACH, FL KORANGE PARK FL, 32073 FOR DUCT SIZES. PROVIDE 904 270 9734 REGISTERS FOR ALL GRILLES. SIZE RELEASE DAT E 10-19-18 CUSTOMERSUPPORTOGETENERGYFORAIS.COIR ALL TRANSFER BOXES IN ACCORDANCE W/ ACCA a FMC. } ndfiJ`J fir 1. �`\' i ib..o. te\ CERTIFICATE OF OCCUPANCY 7---) PERMANENT <-- 01119''- Issue Ji319rIssue Date: OCTOBER 14, 2019 RE Number: 169929 0000 Address: 347 7TH ST Zoning: RS-2 Owner: ALEXIS ASPLUNDH Contractor: COASTAL CONSTRUCTION AND CONSULTING LLC Permit Number: RES18-0359 Description of Work: NEW SINGLE FAMILY RESIDENCE Construction Type: VB Occupancy Type: DETACHED SINGLE FAMILY DWELLING Approved: D4t'1�bA t Building Official VOID UNLESS SIGNED BY BUILDING OFFICIAL