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526 ATLANTIC BEACH CT - NEW HOME PERMIT r�:L`!jJ,' ,, �� CITY OF ATLANTIC BEACH `•' 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 \''.01119r INSPECTION PHONE LINE 247-5814 RESIDENTIAL - NEW SINGLE FAMILY RESIDENCE MUST CALL BY 4PM FOR NEXT DAY INSPECTION: 247-5814 PERMIT INFORMATION: PERMIT NO: RES18-0287 Description: New Single Family Home Estimated Value: 620958.65 Issue Date: 9/26/2018 Expiration Date: 3/25/2019 PROPERTY ADDRESS: Address: 526 ATLANTIC BEACH CT RE Number: 169505 1410 PROPERTY OWNER: Name: Riverside Homes of North Florida Address: 414 OLD HARD RD STE 502MATTHEW ROBERTS ORANGE PARK, FL 32003 GENERAL CONTRACTOR INFORMATION: Name: Address: , Phone: Name: Riverside Homes of North Florida Address: 414 OLD HARD RD STE 502 MATTHEW ROBERTS ORANGE PARK, FL 32003 Phone: PERMIT INFORMATION: Please see attached conditions of approval. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOU PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. * A notice of Commencement is only required for work exceeding an estimated value of $2,500. For HVAC work, a Notice of Commencement is only required when HVAC work exceeds and estimated value of$7,500. Permit Conditions Page 1 of 2 Enter Permit Number RES18-0287 View Report ti j 4 1 of 2 11 H Qi 100% I Find I Next hi w Vii;; }I , Permit Conditions 'yCity of Atlantic Beach Permit Number:RES18-0287 Description:New Single Family Home Applied:8/21/2018 Approved:9/21/2018 Site Address:526 ATLANTIC BEACH CT Issued:9/26/2018 Finaled: City,State Zip Code:ATLANTIC BEACH,FL 32233 Status:ISSUED Applicant:<NONE> Parent Permit: Owner:Riverside Homes of North Florida Parent Project: Contractor:<NONE> Details: LIST OF CONDITIONS SEQ REQUIRED SATISFY STATUS NO ' ADDED DATE : DATE DATE TYPE DEPARTMENT : CONTACT: REMARKS : 1 8/23/2018 ON SITE RUNOFF INFORMATIONAL PUBLIC WORKS Scott Williams Notes: All runoff must remain on-site during construction. 2 8/23/2018 ROLL OFF CONTAINER INFORMATIONAL PUBLIC WORKS Scott Williams Notes: Roll off container company must be on City approved list(Advanced Disposal,Realco Recycling,Shapell"s,Inc.,Republic Services,Donovan Dumpsters). Container cannot be placed on City right-of-way. 3 8/23/2018 RIGHT OF WAY RESTORATION INFORMATIONAL PUBLIC WORKS Scott Williams Notes: Full right-of-way restoration,including sod,is required. 4 8/23/2018 RUNOFF INFORMATIONAL PUBLIC WORKS Scott Williams Notes: All runoff must remain on-site. Cannot raise lot elevation. 5 8/23/2018 EROSION CONTROL INSTALLATION INFORMATIONAL PUBLIC WORKS Scott Williams Notes: Full erosion control measures must be installed and approved prior to beginning any earth disturbing activities. Contact the Inspection Line(904-247- 5814)to request an Erosion and Sediment Control Inspection prior to start of construction. http://atlanticbeach.trakit.net/trakit/DocumentV iewer.aspx?&report=/Documents/PERMIT... 9/26/2018 Permit Conditions Page 2 of 2 6 I 8/23/2018 I MAXIMUM DRIVEWAY I INFORMATIONAL PUBLIC WORKS Scott Williams Notes: Maximum driveway width within the City right-of-way is 20 feet. 7 8/24/2018 METER BOX SEWER CLEAN OUT INFORMATIONAL PUBLIC UTILITIES Kayle Moore Notes: Ensure all meter boxes,sewer cleanouts and valve covers are set to grade and visible. 8 8/24/2018 RT1 SEWER CLEANOUT INFORMATIONAL PUBLIC UTILITIES Kayle Moore 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. /?o Printed:Wednesday,26 September,2018 TRI 1 of 2 http://atlanticbeach.trakit.net/trakit/DocumentV iewer.aspx?&report=/Documents/PERMIT... 9/26/2018 ?frL\J;rr, City of Atlantic Beach APPLICATION NUMBER * t, Building Department (To be assigned by the Building Department.) A 800 Seminole Road I� I f Q— 0281 �:. Atlantic Beach, Florida 32233-5445 (� "" Phone(904)247-5826 • Fax(904)247-5845 : ate routed: �/21/11> J;3 �,� E-mail:Email: building-dept@coab.us City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: S2 4 A T ul/"71G BElicif Department review required Yes No Applicant: 121 V ERS ( 0 E 17 bm L%S 4 Plannin• &Zonin• Tree Administrator Project: S F R. .blic Utilities Public Safety Fire Services Review fee $ ., ., Det 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: XApproved. ❑Denied. ['Not applicable (Circle one.) Comments: BUILDING PLANNING &ZONINGZ2 - (S Reviewed by_______ Date: TREE ADMIN. Second Review: ❑Approved as revised. ❑Denied. ❑Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ['Approved as revised. ❑Denied. ['Not applicable Comments: Reviewed by: _ Date: Revised 05/19/2017 ALAN:,, City of Atlantic Beach APPLICATION NUMBER r Building Department (To be assigned by the Building Department.) m- si 800 Seminole Road J s� R,X18- 02 E 1 �,. Atlantic Beach, Florida 32233-5445 w Phone (904)247-5826 Fax(904) 247-5845 p 0.219:- E-mail: building-dept@coab.us Date routed: 8 21 hp City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: S z 4 fTL{t/J 3 c cr De•.arttment review required Yes o Applicant: a v ERS I D Er /loin ES C,Xlanninq & Zonin Tree Administrator S F R. ±..: -. irks Project: blic Utilities Public Safety Fire Services Review fee $ Dept Signature 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 Revie . Approved. RDenied. ❑Not applicable (Circle one.) Comments: Tufa - . 4, .; , V/• BUILDIN PLANNING &ZONING Reviewed by: : . e: O - 0-fe TREE ADMIN. Second Review: Approved as revised. ❑De d. ['Not applicably PUBLIC WORKS Comments: PUBLIC UTILITIES �J PUBLIC SAFETY Reviewed by: / /Date: / / FIRE SERVICES Third Review: ❑Approved as revised. ['Denied. ['Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 {Al- lilt VUtY 4:4 Building Permit Application Updated 12/8/17 ,-. City of Atlantic Beach A800 Seminole Road,Atlantic Beach,FL 32233 Phone:(904)247-5826 Fax:(904)247-5845 /� �[ Job Address: 5,9-Co1a 1 C. ? oh coc.l-y t Permit Number: R.E-5 Q- 02 �+1 p 7 • Legal Description Lot- Z� Kt\c* t R,La.c_1�1 Cou, C .10 LANA*'2- Ic"1-I3Z et-Z-RE# L(o9�s -1141 O vre • 341 Valuation of Work(Replacement Cost)$ (I -O,S2-C Heated/Cooled SF y(oU\ Non-Heated/Cooled iq Is • Class of Work(Circle one): New Addition Alteration Repair Move Demo Pool Window/Door • Use of existing/proposed structure(s) (Circle one): Commercial esidential • If an existing structure, is a fire sprinkler system installed?(Circle one): Yes No cED • Submit a Tree Removal Permit Application if any trees are to be removed or Affidavit of No Tree Removal Describe in detail the type of work to be performed: -0(4 coy\s-kuC.4;cir• —S Florida Product Approval# for multiple products use product approval form Property Owner Information t Name: E S—a-1'l R4.�.el,rra�►'►S Address: �4 Tu-Y'i-'k 1ZION. 4-t City Rid�cfi�e.1d State Cn- Zip c)to8 1 Phone (.20V 82..9'►10 a (3vA)b32'4 E-Mail 1-0419,. QU nrrta.nS 2. mwl •won 5errtin•••14'L( a-ol. c.4-1-y-% Owner or Age'ht(If Agent, Power of Atrney or Agency Letter Required) Contractor Information Name of Company: Fy.4..ei(5lGl.L %4oQualifying Agent: AO +I.,r;e4 (Q.01o.c, Address 1a-.1-1(o San t • 13\tY�.r Sot• 120 city \t.e_ State ft.-- Zip 3a--2- --- Office Phone gib 4. �p .. 10-5 ' 3 Job Site/Contact Number State Certification/Registration#C. C.t)•54-112 5 E-Mail l 161S1.,o J ry p-\ XmrSio(.L►•>5 . . Go-. • Architect Name& Phone# c -ae 1 Si (& 010•-i-4'11 - a552- Engineer's Name&Phone# 1 S1�ev-D c3„neC r-' cio4 • X6(0• Z'-\O\ Workers Compensation \1GSCo t,v‘Swraxnc. . Co..e&.Q \iv0/O131toID40B Q \It 2.4.1° Exempt/Insurer/Lease Employees/Expiration Date Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all the laws regulationg construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING,SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS,TANKS,and AIR CONDITIONERS,etc. NOTICE: In addition to the requirements of this permit,there may be additional restrictions applicable to this property that may be found in the public records of this county,and there may be additional permits required from other governmental entities such as water management districts,state agencies,or federal agencies. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDIN YOUR NOTICE F COMMENCEMENT. (Signature f Owner or Agent) (Signature of Contractor) (including contractor) Signed and sworn to(or affirmed)before me this)-C) day of Signed and sworn to(or affirmed) before me this I to day of /0 g ,by Skj,Sca r\ 12.1.01m ciaC ....o* , 1-0 l$ ,by 1(YMa11100/4 to-sp6e- J L A AA. IA . - _J -vv.r,:ture of NT ary) k v 1 7sig;in9 of Nota l Personall Known OR ,`o,nra a%•. LINDSEY M. BISHOP Personall Known i aY�u Y +�'--1 oz Y ,�',,,,,�,e LINDSEY M. BISHOP [ ]Produced Identification : ,•, *,c Notary Public-State of Florida ] Produced Identifica'oT=,•M+`'�? Notary Public-State of Florida Type of Identification: ' ,i;- d Commission #FF 946204 :Type of Identification: . :.,' l �: •I Commission #FF 946204 ;'` My Comm. Expires Jan 19,2020 '''%'e':`o My Comm.Expires Jan 19, OFF!rP C®k Y PERMITTED BUILDING DATA DO NOT WRITE BELOW — OFFICE USE ONLY Applicable Codes: 6th Edition (2017) Florida Building Code DEVELOPMENT SIZE: Habitable Space (ft') 116z/i Non-Habitable Space (ft") / 9 C 3 LAND INFORMATION: Zoning District 1 Flood Zone X Minimum FFE 9, 3C BUILDING INFORMATION: Construction Type 1/ C Occupancy Group 3,ns),. Pce i /, Number of Stories Max Occupancy Load Fire Sprinklers Required CONDITIONS/ COMMENTS: Rev. 2.7.2018 SITE PLAN LOT 23 AS SHOWN ON PLAT OF ATLANTIC BEACH COUNTRY CLUB UNIT 2 AS RECORDED IN PLAT BOOK 67, PAGES 132-137 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FL. 30 GRAPHIC SCALE 30 IMPERVIOUS COVERAGE 10 15 IMPERVIOUS Sq.FL LOT Sq.Ft. S 7,515 Sq.Ft 15,272 Sq.Ft 49.2% ( IN FEET ) 6 ``x, 7\ R Z a 1 inch = 30 ft �� 1�1. £ o P SILT FENCE pC s.n' ../r ^ s*,` (TYP) l <<j�- DENOTES PROPOSED CONCRETE ,' sPs\ 0.00s �; DENOTES PROPOSED PAVERS 173 0'5. s°' j �' CID �� s \14.15 DENOTES PROPOSED TREX DECKING •f 3�i di sat DENOTES CHEMICAL TOILET �'5 C �261 4PY= o= ZPro\ a� �� i \ !�i- DENOTES FUTURE 4" TREE l PI°NO�� fig. 'W 91110�q=-um ® 4D-5 5e •Wf'N � =I T. v. m`. 'el-) I..I N J PROPOSED ',�,''.d O `r'� P IAF.FEl30PER u1s.FMUSI BE2nF• 'l EI (�7 C) AB VE GR KUBT BE 21'A90vE aRnoE Jp$ 4 EtEVKO � Ta.OS z n0.3Y1.1119 I �=ola ti; - 70 �� cri �' ' PARKING ��.ZI' .I i'NN 17 1,,, 3 (>~e 31.77 W ir�� /J♦iH�. 2 61E TYP71y as IAclaps/i sej I/;lk�1: 7 - iI�i i j•. 17.03. ig �`Ql (A) ;!1=�,�,ill� X111 M �� .�� 1 tI?: '11.81 ,4//. Id /to Vgg A/C PADS \ l�.�V. '•e: 14.33' ~ y LOT 29 �j t1 V F 2.00 14.33' 4 (VACANT) o g�4�GT' ®6�'..3� 15.272 sq. Fc. y� \ ,,hi1� `��' /0,j ear r \H�Y4MD G 6.29' 142 1•/ �f0 i"• �1 OD 72 SBR\ / ��y Q'� LOP ee 8 4j 1 P r,, `ti 'C" CURVE TABLE 411,1 CURVE RADIUS ARC LENGTH CHORD DIRECTION CHORD LENGTH DELTA / CI(C) 50.00 51.21 N710'07'W 49.00 58.4100' C1(P) 50.10 51.31 N710'07'W 49.10 58'41'01' C2(P) 183.00 184.17 N815'56'14 176.49 5739'39" RENFRAL NnITE; 1.BEARINGS ARE BASED ON THE CENTERLINE OF ATLANTIC BEACH COURT AS BEING N5718'44'E 2.DRAINAGE ELEVATIONS SHOWN HEREON ME BASED ON NAVE 1988. 3.THE LANDS SHOWN HEREON UE N!THIN FLOOD ZONE'AE'(8)AS DEPICTED PER LOMR-APP CASE/14-04-0427P. DATED DECEMBER 22.2014.ALSO REFERENCE THE FLOOD INSURANCE RATE MAP(F.I.R.M.)COMMUNITY NUMBER 120075,PANEL NUMBER 04084.DATED,JUNE 3,2013.THERE MAY HAVE BEEN SUBSEQUENT REVISIONS AFTER THIS DATE THAT WILL SUPERSEDE SAID INFORMATION.INQUIRIES SHOULD BE MADE TO THE COMMUNITYS FLOOD PLANE MANAGEMENT REPOSITORY,DEPARTMENT OF PUBUC WORKS,CITY OF ATLANTIC BEACH. SOD BREAKDOWN _ 4.FLOOD MAPS REFERENCED HEREON ARE BASED ON NAVE 1988. TOTAL LOT AREA 15,272 Sq.Ft 5.NO UNDERGROUND FOUNDATIONS OR UDUDES&NO IMPROVEMENTS.OTHER THAN THOSE SHOWN WERE LOCATED UNDER THE SCOPE OF THIS SITE PLAN. R/W TO CURB 598 Sq.Ft. 8.ADDITIONS DELETIONS AND/OR ANY WRITTEN INFORMATION ADDED TO THIS MAP AND/OR REPORT IS PROHIBITED GROSS 500 AREA 15.870 Sq.Ft AND IS NOT AUTHORIZED BY THE SIGNING SURVEYOR. DEDDDDDNS 7.THIS MAP IS INTENDED TO BE VIEWED AT A SCALE OF 1'430'OR SMALLER. FOUNDATION SLAB 4,592 Sq.Ft 8.ENTRIES&PATIOS DEPICTED AS EXTENDING INTO THE BUILDING RESTRICTION LIMITS MUST REMAIN UNCOVERED h NOT ENCLOSED. DRIVEWAY 779 Sq.Ft. 9.UPLAND BUFFERS ADJACENT TO WETLANDS ARE TO REMAIN NATURAL.VEGETATIVE,AND UNDISTURBED. LEAD WALK&WALKWAY 372 Sq.Ft 10.DIMENSIONS ARE IN FEET AND DECIMAL PARTS THEREOF. I1.THIS STE PLAN IS ONLY FOR THE LANDS AS DESCRIBED.IT IS NOT A CERTIFICATE OF RILE.ZONING. STEPS 152 Sq.Ft. EASEMENTS OR FREEDOM OF ENCUMBRANCES SIDEWALK AREA 152 Sq.Ft. 12.THIS SITE PLAN WAS NOT INTENDED TO DELINEATE OR DEFINE ANY WETLANDS,ENVIRONMENTALLY SENSITIVE AREAS,WILDLIFE HABITATS OR JURISDICTIONAL ONES OF ANY FEDERAL STATE,REGIONAL OR LOCAL AGENCY. MECH.EOPMNT.YARD 98 Sq.Ft. BOARD,AND COMMISSION OR OTHER ENTITY AND ANY UABIUTY RESULTING THEREFROM IS NOT THE RESPONSIBIUTY OF THE UNDERSIGNED. POOL DECK AREA 1,403 Se.Ft. 13.UNLESS A COMPARISON IS MADE•MEASURED BEARINGS MID DISTANCES ARE IDENTICAL WITH PLAT VALUES. A/C PADS)&GARAGE 14.THIS SITE PLAN IS BASED ON INFORMATION AS PROVIDED BY NE CLIENT. 27 Sq.Ft 15.BUILDING AND IMPROVEMENTS,IF ANY,AS DEPICTED HEREON ARE PERPENDICULAR TO THE PARCEL PROPERTY SERVICE DOOR SLAB UNES. ALL BUILDING DES ARE SHOWN TO NE FOUNDATION. TOTAL OFIRIC]TIEMC 7,575 Sq.Ft. 16.THIS IS NOT A BOUNDARY SURVEY. NET SOD AREA 8,295 Sq.FL 17.PUBLIC SIDEWALKS DEPICTED HEREON ARE BASED ON THE CONSTRUCTION PLANS. THEY ARE SHOWN FOR INFORMATIONAL PURPOSES ONLY AND ARE NOT TO BE RELIED UPON FOR CONSTRUCTION. FOR CORRECT LOCATION AND/OR DIMENSIONS REFER TO THE MOST CURRENT SET OF CONSTRUCTION PLANS. THERE IS A MAXIMUM 2% SLOPE ON ALL SIDEWALKS.ALL SIDEWALK AND FUTWORK SHALL AT A MINIMUM,MEET CURRENT DUVAL COUNTY ••SETBACKS•• AND ADA STANDARDS.CROSS SLOPES SHALL BE NO MORE THAN 2S NE PORTION OF THE SIDEWALK 6174104 FRONT-20 FEET FROM FACE OF GARAGE TO BACK OF RIGHT OF WAY AND TRANSVERSES THROUGH THE DRIVEWAY APRON SHALL ALSO MEET THIS REQUIREMENT.ALSO,PLEASE NOTE THAT 15 FEET FROM BUILDING FACE OR PORCH TO BACK OF RIGHT OF WAY: UTIUTTES(METER BOXES.VALVES.ETC.)SHALL NOT BE INSTALLED WITHIN NE SIDEWALK. EXCEPT CORNER/DOUBLE-FRONTAGE LOTS,FOR WHICH THE NON-ADDRESS 18.A/C PADS MUST MAINTAIN 3'AWAY FROM ANY PROPERTY UNE AND CAN NOT ENCROACH INTO A DRAINAGE FRONT/SIDE MINIMUM YARD SHALL BE 10 FEET FROM GARAGE OR BUILDING EASEMENT DUE TO DRAINAGE PURPOSES. FACE TO BACK OF RIGHT OF WAY. 19.DRAINAGE STRUCTURES DEPICTED MAY VARY IN SIZE REFER TO ENGINEERING PLANS FOR CORRECT DIMENSIONS. PREPARED FOR:RIVERSIDE HOMES CERTIFIED TO:RIVERSIDE HOMES _ L.,, BARTRAM TRAIL SURVEYING, INC. iR,, LAND SURVEYORS - PLANNERS - LAND DEVELOPMENT CONSULTANTS ..w., 1501 COUNTY ROAD 315 SUITE NO. 108 (904 284-2224 GREEN COVE SPRINGS, FL 32043 FAX (904 284-2258 ��,� CERTIFICATE OF AUTHORIZATION LB #89 1 &_CM M�,,, COPYRIGHT © 2018 ..-mm eA'm"�wn.�,w,n NOTATION: FIRM.FL000 ZONE AE(8) ,",,{' T '1 HEREBY CERTIFY, that this survey graphically represents The survey hereonwas made without benefit of abstract or WI ELEVATOR: rn=�e.`". ® the results of a field survey made under my responsible search of title,andtherefore the undersigned and Bartram '„� '"�s,e,� es3 direction and complies with the latent Standards of Trail Surveying make no Certifications regarding PANEL NO.: 120075 04064 8//73 Information � =� �5"e'` ,e.�,0,,, Practice for Surveys as promulgated by the Florida State shown or not shown hereon pertaining to easements,claims LOMR-APP/14-04-0427P,12/22/14 Board of Professional Surveyors and Mappers,Chapter of easements.Rights-of-way, setback lines,overlaps. 6.61.1 °�'�,M....`"� 5.1-17 F.A.C.; Pursuant to section 472.027.Florida FB/G: Boundary matters disputes,agreements,reservations or other N/A p{�� statues,subject to all notes and notation.shown hereon. Maar which may appear in the abstract•or search. 1 m. ...W0.i _ �A DATE: SCALE: COMB m'Z4 N/A N/A This survey is prepared and certified for the exclusive use of 8/3/18 1"=30' ___ FIELD WORK COMPLETED MAP ORIGINALLY SIGNED the client named hereon and the survey map and report of wxoe the copies thereof aro not Valid Without the signature and PROJECT NO.: REVISION: Ls+aMORI OM WA.,� _Dlanne...01 AS,� N/A the original raised seal of a Florida licensed surveyor and 1349_18-067 ,[m"F- THOMAS P. HUGHES, P.L.S. mapper. COMM tar "° STATE OF FLORIDA LICENSE NUMBER LS 3507 DRAWN UT: RR CHECKED BY: MEB SHEET 1 OF 1 OFFICE COPY (--- SITE PLAN LOT 23 AS SHOWN ON PLAT OF ATLANTIC BEACH COUNTRY CLUB UNIT 2 AS RECORDED IN PLAT BOOK 67, PAGES 132-137 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FL. GRAPHIC SCALE 30 015 30 IMPERVIOUS COVERAGE IMPERVIOUS Sq.Ft. LOT Sq.Ft 0 7.515 Sq.Ft. 15,272 Sq.Ft 49.2% CID `1`Q1 �� IN FEET / 1 inch = 30 ,ft 2� 1166 o.P SILT FENCE m � �oR Mt79' ....,16,„.•^� \ (TVP) Fi l DENOTES PROPOSED CONCRETE sar •�� S' -- 3.73' o'" \v DENOTES PROPOSED PAVERS CID }3 .8 d. \ DENOTES PROPOSED TREX DECKING ^* J AI �! Yw1rfbT / ��1. ❑� DENOTES CHEMICAL TOILET '9,4) C 1. ■� ■�■ milk el- DENOTES FUTURE 4" TREE ~j� ►I°NO+T�' p4P W y5u>��..Ama��r�� \ ® c• o e Ylf'N A BJs•'till 9�-� `�� mrf I I J spRoposED Y RERDEN 4 U ; = i r,nir. AI AMR 1 IONEF.F.ELEV. . 'U+ IIIOil g'§ 'Tl ¢�cVAnw MUST 24 ' �;II TYPE"el>e 9� N (1AaaK uAoc �� , .1 PLANIA i �i Ir.:Il=1i in K �� 0 JL4,- `1 ■I�,1 0- . u 78.0110.37 I ,11St �■ '.Z7 b 4 are ■�` ."- 11 o cn 4Ciy ,,�� PARKING r •M 1T X11 �� Q' 7177 riblii t-sp...' Z ! „, 3 i... ..2.-: DiAlpit • ��1 `'��, //14/1Y ry +'l//� ASC PADS ■ O ,&umuuuus, l W/'IWNGWALL I \ '.11 (%) . \ +� 74.37' H aNi 23 • 'I1 �� ®6� z 14.53' 3 (VACANT)• , 18.272 Sq. Ft. 9 \ N ly��`j�' /� / 5.87' 3> WCE Y / �� 9 *- 2.29' 3.42' -~� • wANG,„zo SBR ��v � �� ® 128•4,(p / C�F� G- 22 )(R) .� 45 \ OD CURVE TABLE CURVE RADIUS MC LENGTH CHORD DIRECTION CHORD LENGTH DELTA / CI(C) 50.00 51.21 N710'07,1149.00 58'41'00' CI(P) 50.10 51.31 N7'10'OfW 49.10 58'41'01" 02(P) 183.00 184.17 N8,5'58 W 178.49 57'39'39" FSNFRAI NOTES 1.BEARINGS ARE BASED ON THE CENTERLINE OF ATLANTIC BEACH COURT AS BEING NS71B'44"E. 2.DRAINAGE ELEVATIONS SHOWN HEREON ME BASED CN NAV)1988. 3.THE LANDS SHOWN HEREON UE WITHIN FLOOD ZONE"AE"(B)AS DEPICTED PER LOMR-APP CASE/14-04-0427P, DATED DECEMBER 22,2014,ALSO REFERENCE THE FLOOD INSURANCE RATE MAP(F.IR.M.)COMMUNITY NUMBER 120075,PANEL NUMBER 040611.DATED,JUNE 3.2013.THERE MAY HAVE BEEN SUBSEQUENT REVISIONS AFTER THIS DATE THAT WILL SUPERSEDE SAID INFORMATION.INQUIRIES SHOULD BE MADE TO THE COMMUNITY'S FLOOD PLANE MANAGEMENT REPOSITORY,DEPARTMENT OF PUBLIC WORKS.CITY OF ATLANTIC BEACH. SOD BREAKDOWN 4.FLOOD MAPS REFERENCED HEREON ARE BASED ON NAV)1988 TOTAL LOT AREA 15,272 Sq.Ft 5.NO UNDERGROUND FOUNDATIONS OR URURES N NO IMPROVEMENTS.OTHER THAN THOSE SHOWN WERE LOCATED UNDER THE SCOPE OF THIS SITE PLAN. R/W TO CURB 598 Sq.Ft B.ADDITIONS,DELETIONS AND/OR ANY WRITTEN INFORMATION ADDED TO THIS MAP AND/OR REPORT IS PROHIBITED GROSS SOD AREA 15,870 Sq.Ft. AND IS NOT AUTHORIZED BY THE SIGNING SURVEYOR. OEDl1CTON5 7.THIS MAP IS INTENDED TO BE MEWED AT A SCALE OF 1'-30'OR SMALLER 8 ENTRIES&PATIOS DEPICTED AS EXTENDING INTO THE BUILDING RESTRICTION OMITS MUST REMAIN UNCOVERED k FOUNDATION SLAB 4,592 Sq.Ft. NOT ENCLOSED. DRIVEWAY 779 Sq.FL B.UPLAND BUFFERS ADJACENT TO WETLANDS ARE TO REMAIN NATURAL,VEGETATIVE.AND UNDISTURBED. LEAD WALKS WALKWAY 372Ft 10.DIMENSIONS ARE IN FEET AND DEOMAL PARTS THEREOF. Sq. 11.THIS SITE PLAN IS ONLY FOR THE LANDS AS DESCRIBED.IT IS NOT A CERTIFICATE OF TIFF.ZONING. STEPS 152 Sq.Ft EASEMENTS OR FREEDOM OF ENCUMBRANCES. SIDEWALK AREA 152 Ft 12.THIS SITE PLAN WAS NOT INTENDED TO DELINEATE OR DEFINE ANY WETLANDS.ENVIRONMENTALLY SENSITIVE Sq AREAS,WILDLIFE HABITATS OR JURISDICTIONAL LINES OF ANY FEDERAL.STATE.REGIONAL OR LOCAL AGENCY, MECH.EQPMNT.YARD 98 Sq.Ft BOARD,AND COMMISSION OR OTHER ENTITY AND MY UARUTY RESULTING THEREFROM IS NOT THE RESPONSIBIUTY POOL DECK AREA 1,403 Ft OF THE UNDERSIGNED. Sq 13.UNLESS A COMPARISON IS MADE.MEASURED BEARINGS AND DISTANCES ARE IDENTICAL RN PLAT VALUES A/C PAD(S)&GARAGE 14.THIS SITE PLAN IS BASED ON INFORMATION AS PRODDED BY THE CLIENT. 27 Sq.Ft 15.BUILDING AND IMPROVEMENTS,IF ANY•AS DEPICTED HEREON ARE PERPENDICULAR TO THE PARCEL PROPERTY SERVICE DOOR SLAB LINES. ALL BUILDING TES ARE SHOWN TO THE FOUNDATION. TOTAL DEDUCTIONS 7,575 Sq.Ft 18.THIS IS NOT A BOUNDARY SURVEY. NET SOD AREA 8,295 Sq.Ft 17.PUBLIC SIDEWALKS DEPICTED HEREON ME BASED ON THE CONSTRUCTION PLANS. THEY ARE SHOWN FOR INFORMATIONAL PURPOSES ONLY MO ARE NOT TO BE RELIED UPON FOR CONSTRUCTION. FOR CORRECT LOCATION AND/OR DIMENSONS REFER TO THE MOST CURRENT SET OF CONSTRUCTION PLANS. THERE IS A MAXIMUM 2% SLOPE ON ALL SIDEWALKS ALL SIDEWALK AND FLATWORK SHALL.AT A MINIMUM,MEET CURRENT DUVAL COUNTY ..DETHAOS.". AND ADA STANDARDS.CROSS SLOPES SHALL BE NO MORE THAN 21L TRE PORTON OF THE SIDEWALK WHICH FRONT-20 FEET FROM FACE OF GARAGE TO BACK OF RIGHT OF WAY AND TRANSVERSES THROUGH THE DRIVEWAY APRON SHALL ALSO MEET THIS REQUIREMENT.ALSO•PLEASE NOTE THAT 15 FEET FROM BUILDING FACE OR PORCH TO BAC(CF RIGHT OF WAY; UTILITIES(METER BOXES,VALVES.ETC.)SHALL NOT BE INSTALLED WITHIN THE SIDEWALK. EXCEPT CORNER/DOUBLE-FRONTAGE LOIS.FOR WHICH THE NON-ADDRESS 18.A/C PADS MUST MAINTAIN 3'AWAY FROM ANY PROPERTY UNE AND CAN NOT ENCROACH INTO A DRAINAGE FRONT/SIDE MINIMUM YARD SHALL BE 10 FEET FROM GARAGE OR BUILDING EASEMENT DUE TO DRAINAGE PURPOSES. FACE TO BACK OF RIGHT OF WAY. 19.DRAINAGE STRUCTURES DEPICTED MAY VARY IN SIZE. REFER TO ENGINEERING PLANS FOR CORRECT DIMENSIONS. PREPARED FOR:RIVERSIDE HOMES CERTIFIED To:RIVERSIDE HOMES kr.,DOOM O.A.N2 6171.11:14 _ �' �,�l BARTRAM TRAIL SURVEYING. INC. LAND SURVEYORS - PLANNERS - LAND DEVELOPMENT CONSULTANTS �/ 1501 COUNTY ROAD 315 SUITE NO. 108 (904) 284-2224 x,w.e �I,� GREEN COVE SPRINGS, FL 32043 FAX 904) 284-2258 N_ IM .A....., CERTIFICATE OF AUTHORIZATION LB #89 1 COPYRIGHT © 2018 ""�-... w,.."„ NOTATION: F.I.R.M.FLOOD ZONE AE(6) • ,,,,,a "I HEREBY CERTIFY, that this survey graphically represents The survey hereon was mode without benefit of abstract or W/ELEVATION: the results of a field survey made under my responsible search of title, and therefore the undersigned and Bartra ', V7,.^:„u m i,i• _ m,"",,,,.m„ direction and complies with the latest Standards of Trail Surveying make no Certifications regarding Information PANEL NO.: 120075 0406H 6/3/13 L'�=�,•p�x �M,ip,e,y Practice for Surveys as promulgated by the Florida State shown or not shown hereon pertaining to easements,claims LOMR-APP/14-04-0427P,12/22/14 Beard of Professional Surveyors and Mappers, Chapter of easements,Rights-of-way, setback lines,overlaps, FE/PC ;,` = ;. 5J-17 F.A.C.; Pursuant to section 472.027,Florida Boundary Line disputes,agreements. reservations or other N/A statues,subject to all notes and notations shown hereon. similar matters which may appear in the abstract,or search. D . ....a - mo,.,.,.mo, \\.....,c.........,r, _ w< N/A N/A This survey is prepared and certified for the exclusive use of DATE, 8/3/18 I BALL' 1"=30' _ FIELD WORK COMPLETED MAP ORIGINALLY SIGNED the client named hereon and the survey map and report of .::: buon r^„�T°"'M410 the copies thereof are not valid without the signature and PROJECT NO.: REVISION: 3 w* ,.,,,.,, N/A the original raised seal of a Florida licensed surveyor and 1349-18-087 THOMAS P. HUGHES, P.L.S. mapper. '°""""'" STATE OF FLORIDA LICENSE NUMBER LS 3507 DRAM BY: RR CHECKED BY: MEB SHEET 1 OF 1 SITE PLAN LOT 23 AS SHOWN ON PLAT OF ATLANTIC BEACH COUNTRY CLUB UNIT 2 AS RECORDED IN PLAT BOOK 67, PAGES 132-137 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FL. GRAPHIC SCALE 30 0 1s 30 IMPERVIOUS COVERAGE MPEANOUS Sq.Ft LOT Sq.Ft 8 CID 7.515 Sq.Ft. 15,272 Sq.Ft 48.2% ( IN FEET ) 6`l`�1 �� 1 inch = 30 ft 2� 116 / •a> SILT FENCE `C 479' •"*"..\.4$ \ Z DENOTES PROPOSED CONCRETE ti0 / i ( � 600 �; DENOTES PROPOSED PAVERS 17s }3 e� s� \q \ W DENOTES PROPOSED TREK DECKING ® / V �.' y�1� P ".j- 6? V7S} - s ❑Q DENOTES CHEMICAL TOILET �Ii> /QP< .1 �=..a-= l- DENOTES FUTURE 4" TREE ~j -, env wfN Bx,, usionos m��=�• 15114 5� ■�y p 0", a �i �I \ �+ VO � • 0 �� mr, P .III 1KtIlPOSEO � oO f- RES.:cE ti'�h. �E STORY 8.30 e j "s]PLR ARe.THOU Ona ` / 1 F.F.ELEV. . L",- . g n O[WAn08 Musr BE 24' vb`'? ,/''I - 60g �D o r I (� Cl ABOVE ADE / v ,•"4ioos,� „III PL I K �� o CO A7� 9L3� ` 4, 11.11' �� 76DS%tt0.37 '1. �N/��/0 • /). �,,� PARKING � :r N I 1\, 1T -, % I ul Cdt J FVein wQ' 31.73" 11•I�1••• -... 2>A 1�►��1 �T*e 5� nit �r 1- 1 il &'•SO.Eril 7e,, . . -. 4. V '�6 #11-,�I\ll In I&Ff1�^ rt/NUNS • \ O '�•1 74.33' if t k ANT 23 • I�G� ®Vi• 2�•r (VACANT) •• 15.272 Sq. Ft. I '1Vfr."-.- 6.26. 147 W/WiNCK•AD 5 -I y` ?8 4 c ��9 ¢' LOr ee (p)(f .'-‘*-- ..%/y\ 6/04CCURVE TABLE CURVE RADIUS ARC LENGTH CHORD DIRECTION CHORD LENGTH DELTA / CI(C) 50.00 51.21 N710'07"1V 49.00 58.41'00" C1(P) 50.10 51.31 N710'1371W 49.10 58'41'01" C2(P) 183.00 184.17 N615'58"11 176.49 5739'39" GENERAL NITTFC 1.BEARINGS ME BASED ON THE CENTERLINE OF ATLANTIC BEACH COURT AS BEING N5T8'44"E 2.DRAINAGE ELEVATIONS SHOWN HEREON ME BASED ON NAVD 1988. 3.THE LANDS SHOWN HEREON UE WITHIN FLOOD ZONE"AE"(B)AS DEPICTED PER LOAR-APP CASE/14-04-0427P, DATED DECEMBER 22,2014,ALSO REFERENCE THE FLOOD INSURANCE RATE MAP(F.I.R.M.)COMMUNITY NUMBER 120075.PANEL NUMBER 04080.DATED.JUNE 3,2013.THERE MAY HAVE BEEN SUBSEQUENT REVISIONS AFTER THIS DATE THAT WILL SUPERSEDE SAID INFORMATION.INQUIRIES SHOULD BE MADE lD THE COMMUNITY'S FLOOD PLANE MANAGEMENT REPOSITORY,DEPARTMENT OF PUBLIC WORKS CITY OF ATLANTIC BEACH. SOD BREAKDOWN _ 4.F1.000 MAPS REFERENCED HEREON ARE BASED ON NAVD 1988. TOTAL LOT AREA 15.272 Sq.Ft 5.NO UNDERGROUND FOUNDATIONS OR UTILITIES&NO IMPROVEMENTS.OTHER THM THOSE SHOWN WERE LOCATED UNDER THE SCOPE OF THIS SHE PLAN. R/W TO CURB 598 Sq.FL 8.ADDITIONS.DELETIONS AND/OR ANY WRITTEN INFORMATION ADDED TO THIS MAP AND/OR REPORT IS PROHIBITED GROSS SOD AREA 15.870 Sq.Ft MO IS NOT AUTHORIZED BY THE SONING SURVEYOR IICTI(HNq 7.THIS MAP IS INTENDED TO BE VIEWED AT A SCALE OF 1'AE30'OR SMALLER. 8.ENTRIES&PATIOS DEPICTED AS EXTENDING INTO THE BUILDING RESTRICTION UNITS MUST REMAIN UNCOVERED& FOUNDATION SLAB 4.592 Sq.Ft. NOT ENCLOSED. DRIVEWAY 779 Sq.Ft. 9.UPLAND BUFFERS ADJACENT TO WETLANDS ARE TO REMAIN NATURAL,VEGETATIVE.AND UNDISTURBED. 10.DIMENSONS ARE IN FEET AND DECIMAL PMLEAD WALI(BL WALKWAY TS THEREOWALKWAY372 Sq.Ft. 11.THIS STE PLAN IS ONLY FOR THE LANDS AS DESCRIBED.IT IS NOT A CERTIFICATE OF TITLE,ZONING, STEPS 152 Sq.Ft EASEMENTS OR FREEDOM OF ENCUMBRANCES. 12.THIS SITE PLAN WAS NOT INTENDED TO DELINEATE OR DEFINE ANY WETLANDS.ENVIRONMENTALLY SENSITIVE SIDEWALK AREA 152 Sq.Ft. AREAS,WILDLIFE HABITATS OR JURISDICTIONAL UNES OF ANY FEDERAL STATE,REGIONAL OR LOCAL AGENCY, MECH.EOPMNT.YARD 98 Sq.Ft. BOARD,AND COMMISSION OR OTHER ENTITY MD ANY LIABILITY RESULTING THEREFROM IS NOT THE RESPONSIBIUTY POOL DECK AREA 1,403 Ft. OF THE UNDERSIGNED. Sq 13.UNLESS A COMPARISON IS MADE.MEASURED BEARINGS AND DISTANCES ARE IDENTICAL WITH PLAT VALUES A/C PAD(S)&GARAGE 14.THIS STE PLAN IS BASED ON INFORMATION AS PROVIDED BY THE CLIENT. 27 Sq.Ft 15.BUILDING AND IMPROVEMENTS,IF ANY.AS DEPICTED HEREON ARE PERPENDICULAR TO THE PARCEL PROPERTY SERVICE DOOR SLAB LINES. ALL BUILDING RES ARE SHOWN TO THE FOUNDATION. TOTAL DEDUCTIONS, 7,575 Sq.Ft. 18.THIS IS NOT A BOUNDARY SURVEY NET SOD AREA 8,295 Sq.Ft. 17.PUBUC SOEWALKS DEPICTED HEREON ME BASED ON THE CONSTRUCTION PLANS. THEY ARE SHOWN FOR INFORMATIONAL PURPOSES ONLY AND ARE NOT TO BE RELIED UPON FOR CONSTRUCTION. FOR CORRECT LOCATION AND/OR DIMENSIONS REFER TO ME MOST CURRENT SET OF CONSTRUCTION PLANS. THERE IS A MAXIMUM 2% SLOPE ON ALL SIDEWALKS.ALL SDEWAUE AND FLATWORK SHALL,AT A MINIMUM,MEET CURRENT DUVAL COUNTY ••SETBACKS•• AND ADA STANDARDS.CROSS SLOPES SHALL BE NO MORE THAN 28.THE PORTION OF THE SIDEWALK WHICH FRONT-20 FEET FROM FACE OF GARAGE TO BACK OF RIGHT OF WAY AND TRANSVERSES THROUGH THE DRIVEWAY APRON SHALL ALSO MEET MIS REQUIREMENT.ALSO,PLEASE NOTE THAT 15 FEET FROM BUILDING FACE OR PORCH TO BACK OF RIGHT OF WAY; UTILITIES(METER BOXES,VALVES,ETC.)SHALL NOT BE INSTALLED WITHIN THE SIDEWALK. EXCEPT CORNER/DOUBLE-FRONTAGE LOTS,FOR 91401 THE NON-ADDRESS 18.A/C PADS MUST MAINTAIN 3'AWAY FROM ANY PROPERTY UNE MO CAN NOT ENCROACH INTO A DRAINAGE FRONT/SIDE MINIMUM YARD SHALL BE 10 FEET FROM GARAGE OR BUILDING EASEMENT DUE TO DRAINAGE PURPOSES. FACE TO BACK OF RIGHT OF WAY. 19.DRAINAGE STRUCTURES DEPICTED MAY VARY IN SIZE. REFER TO ENGINEERING PLANS FOR CORRECT DIMENSIONS. PREPARED FOR:RIVERSIDE HOMES CERTIFILD TO:RIVERSIDE HOMES u _ BARTRAM TRAIL SURVEYING, INC. -- `,., LAND SURVEYORS - PLANNERS - LAND DEVELOPMENT CONSULTANTS ,-DOM.Kmrr CI ilnlarritim _-_ • .. a E�,� 1501 COUNTY ROAD 315 SUITS NO. 108 (904) 284-2224 GREEN COVE SPRINGS, FL 32043 FAX ((9044) 284-2258 MIRES A....A CERTIFICATE OF AUTHORIZATION LB #89 1 _" _ COPYRIGHT © 2018 ""` Aamcd'"'z"'v �w'" NOTATION: FARM.FLOOD ZONE ,'"',_ �,,,m..vra • , "I HEREBY CERTIFY,that this survey graphically represents The survey hereon was mode without benefit of abstract or W/ELEVATION: AE(6) the results of a field survey mode under my responsible search of title, and therefore the undersigned and Bartram 'e' direction and complies with the latest Standards of Trail Surveying make no Certifications regarding Information PANEL NO.: 120075 040611 6/3/13 =,7.▪ " " ,.,.e, ,,, Practice for Surveys as promulgated by the Florida State shown or not shown hereon pertaining to easements.claims LOMR-APP/14-04-0427P,12/22/14 Board of Professional Surveyors and Mappers,Chapter of easements,Rights-of-way, setback lines,overlaps, FE/PG `a. � ° �,."" " 5J-17 F.A.C.: Pursuant to section 472.027.Florida Boundary Line disputes,agreements, reservations or other N/A ...wa "�' : SDEM statues,subject to all notes and notations shown hereon. similar matters which may appear in the abstract,or search. ooh _ qrzo Ea N/A N/A This survey is prepared and certified for the exclusive use of DATh' 8/3/18 SCALE' 1"=30' FIELD WORK COMPLETED MAP ORIGINALLY SIGNED the client named hereon and the survey map and report of ▪ ;21... 'w'r"z"m'^T"'� "^'m the copies thereof era not valid without the signature and PROJECT ND.: REVISION: �*_..M �rr,�,.,. N/A the origtnol raised seol of a Florida licensed surveyor and 134E_18-067 THOMAS P. HUGHES, P.L.S. mapper. `°"""'""' STATE OF FLORIDA LICENSE NUMBER LS 3507 DRAWN BY: RR CHECKED UT: MEB SHEET 1 OF 1 45'7 9-P rioric 4 FORM R405-2017 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: RIVER4641 Builder Name: Street: 5`�.(o all a-frdi C.. `I>e akCom) �. Permit Office: City of Atlantic Beach City,State,Zip: Atlantic Beach, FL, Permit Number: Owner: Rummans Residence Jurisdiction: 261100 Design Location: FL,Jacksonville County: Duval(Florida Climate Zone 2) • 1. New construction or existing New(From Plans) 9. Wall Types(4572.3 sqft.) Insulation Area • 2. Single family or multiple family Single-family a.Frame-Wood,Exterior R=19.0 4274.80 ft2 b. Frame-Wood,Adjacent R=13.0 217.50 ft2 3. Number of units,if multiple family 1 c. Frame-Wood,Adjacent R=19.0 80.00 ft2 4. Number of Bedrooms 4 d. N/A R= ft2 10.Ceiling Types (3160.9 sqft.) Insulation Area 5. Is this a worst case? No a.Roof Deck(Unvented) R=22.0 3018.00 ft2 6. Conditioned floor area above grade(ft2) 4641 b.Knee Wall(Unvented) R=0.0 142.90 ft2 Conditioned floor area below grade(ft2) 0 c. N/A R= ft2 11. Ducts R ft2 7. Windows(822.8 sqft.) Description Area a.Sup:Attic, Ret:Attic,AH:Attic 6 309.4 a. U-Factor: Dbl,U=0.35 822.83 ft2 b.Sup: Attic,Ret:Attic,AH:Attic 6 309.4 SHGC: SHGC=0.22 c. Sup:Attic, Ret:Attic,AH:Attic 6 309.4 b. U-Factor: N/A ft2 12.Cooling systems kBtu/hr Efficiency SHGC: a.Central Unit 24.0 SEER:14.00 b.Central Unit 36.0 SEER:14.00 c. U-Factor: N/A ft2 c.Central Unit 30.0 SEER:14.00 SHGC: 13.Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft2 a. Electric Heat Pump 24.0 HSPF:8.20 SHGC: b. Electric Heat Pump 36.0 HSPF:8.20 Area Weighted Average Overhang Depth: 8.371 ft. c. Electric Heat Pump 30.0 HSPF:8.20 Area Weighted Average SHGC: 0.220 14.Hot water systems a.Natural Gas Tankless Cap: 1 gallons 8. Floor Types (4641.0 sqft.) Insulation Area EF:0.860 a.Slab-On-Grade Edge Insulation R=0.0 3018.00 ft2 b. Conservation features b.Floor Over Other Space R=0.0 1623.00 ft2 None c. N/A R= ft2 15.Credits Pstat Total Proposed Modified Loads: 105.05 PASS Glass/Floor Area: 0.177 Total Baseline Loads: 114.90 I hereby certify that the plans and specifications covered by Review of the plans and .••`'1'TX E S 244 this calculation are in compliance with the Florida Energy specifications covered by this 1,� O, Digitally signed by Douglas R.Stickles �fht0 � � Code. calculation indicates compliance '��, DN:cn=Douglas R.Stickles,c=US, I - y��•,r`':. Douglas R.Stickle,._-NCMastersHVAC,Inc. with the Florida Energy Code. i fY Imo '%•=_° �s % O s c•; s,,,, t,;. PREPARED BY: y.,.,Date 2018.07.18 iso-04'00' Before construction is completed " ' .... DATE: this building will be inspected for ' t..0 compliance with Section 553.908 ; *''-.. ;' I herebycertifythat this building, as designed, is in compliance Florida Statutes. 9, 9 P • ''... • . s :: with the Florida Energy ode.• • �flD yvF ,.. ' OWNER/AGENT: ( 3l� Linpl,S[j BI S)I BUILDING OFFICIAL: /712, DATE: cEl IL,11S/ DATE: 772//20/ Q' - Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory-sealed in accordance with R403.3.2.1. -Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and this project requires an envelope leakage test report with envelope leakage no greater than 7.00 ACH50 (R402.4.1.2). 7/16/2018 11:21 AM EnergyGauge®USA Section R405.4.1 Compliant Software Page 1 of 6 ':? City of Atlantic Beach APPLICATION NUMBER rjs _ ' 1..•)t�' Building Department (To be assigned by the Building Department.) � 3 . �I 800 Seminole Road u-S 0287 Atlantic Beach, Florida 32233-5445 Phone (904)247-5826• Fax(904)247-5845 8/2 it/2 r�ort E-mail: building-dept@coab.us Date routed: City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: 5 2 4. A t l►t77G Department review required Yes No Applicant: ICI V ERS ( DE. loin E Planning &Zonin. Tree Administrator Project: S F R. rks blic Utilities Public Safety Fire Services Review fee $ 6-0, Cyn Dept Signature d-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: APP (CATION STATUS Reviewing Department First Review: Approved. ['Denied. \1i .ot applicable (Circle one.) Comments: BUILDING PLANNING &ZONING - Reviewed by: TREE ADMIN. Second Review: I 'Approved as revise . ['Denied. ❑Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ['Approved as revised. ['Denied. ❑Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 „ ,. E City of Atlantic Beach ,,,,,,,‘, PUBLIC UTILITIES DEPARTMENT 4 . 1� 902 Assisi Lane '7 Jacksonville, FL 32233 =, ��;!y/ (904) 247-5834 t NEW WATER / SEWER TAP REQUEST Date g- 22-1 p Service Address 524' 4T.-e9A1T7G Bell C/ Number of Units I Commercial Residential V Multi-Family New Water Tap(s) & Meter(s) Meter Size(s) 3"f .,/ New Irrigation Meter ✓ Upgrade Existing Meter from to (size) 3 New Reclaim Water Meter Size ��{ New Connection to City Sewer Applicant Name Billing Address City State Zip Phone Email Applicant Signature CITY STAFF USE ONLY Application# -a3 Ig - oz. '7 Water System Development Charge $ il/90, OD Sewer System Development Charge $ 0 50, U6 Water Meter Only $ IBS-.00 Reclaim Meter Only $ / 9 ; Ob Water Meter Tap $ Sewer Tap $ Cross Connection $ 50, V D Other $ TOTAL $ 5, Co /0 , OLS (Notes) APPROVED ----------<e ` ,. Date r//z 2-//Public tilities Direct.r or Authorized Signature ALL TAP REQUESTS MUST BE APPROVED BY THE PUBLIC UTILITIES DEPARTMENT BEFORE FEES CAN BE ASSESSED i�>>y; City of Atlantic Beach APPLICATION NUMBER g? �1 Building Department (To be assigned by the Building Department.) s 800 Seminole Road CJI Q� b287 tiVs::,,_ 2r Atlantic Beach, Florida 32233-5445 AUG V Phone(904)247-5826 • Fax(904)247-5845 2019 8/2///2 d." 0100 E-mail: buildin de ? t coab.us Date routed: 9 P@ City web-site: http://www.coab.us F. APPLICATION REVIEW AND TRACKING FORM Property Address: 52 G A iIj'JniG 73elicit c Department review required Yes No 121 v ERS ( o 0 Plan in &Zonin• Applicant: E /torn LS -9 Tree Administrator Project: S F R. • rks blic 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: 7rApproved. ❑Denied. ❑Not applicable (Circle one.) Comments: BUILDING A PLANNING &ZONING Reviewed by: Date: /WW2 TREE ADMIN. Second Review: ❑Approved as revised. 111 Denied. ❑Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: _ Date: FIRE SERVICES Third Review: (Approved as revised. ❑Denied. ❑Not applicable Comments: Reviewed by: __ Date: Revised 05/19/2017 4 • REVOCABLE ENCROACHMENT AGREEMENT REVOCABLE ENCROACHMENT AGREEMENT by the City of Atlantic Beach,Florida,a municipal corporation org ized and existing under the laws of the State of Florida,hereinafter referred to as"CITY"and 1 Ry',t CUR }itxvtcS C ASC.C.r -3) 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 (I• _Ag — GF 2 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 ‘'P-s?1 b Sat_r •?)\x0. .�k. 120, ,Scut sllr,N 1k l�L 33 .3 • 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 harmless by the USER from any of the work herein under the terms of this permit and that all of said liabilities are hereby assumed by the USER. Date_ l lo IA Property Owner/Agent(signed in presence of Notary Public) STATE OF FLORIDA,COUNTY OF DUVAL The foregoing instrument was acknowledged this 'Ip day of l ,20 i8 , by cAA-tvtG11� otax—r! ,who personally appeared before me and (printed name of Signer) acknowledged that he/she signed the instrument vo • • - . • •""r,,,,,,., LINDSEY M.BISHOP • _ 1 Notary Public State of Florida � Commission#FF 946204 Si ature of No blic,State of !'.rida .y'l��`�`oMy Comm.Expires Jan 19,2020 / •n pproval: Personally Known ✓ Produced Identification(Type) / _ / Scott iliums,'u.lic.Te.7r rector/ Kayle Moore,Public Utilities Director H:\Master Forms\Public-Utilities Works Forms\Revocable Encroachment Agreement 2.5.18.docx Revision Date:2/5/18 ro' ,, . RIGHT-OF-WAY/ EASEMENT PERMIT ", ' Permit#Issued by the City of Atlantic Beach PERMITTEE RESPONSIBLE FOR NOTIFYING 811 AND OBTAINING UTILITY LOCATES Job Address 59A, 1-k-t chic -f ,-o.[.h Gou..rfi Phone Ct 0-I - Sha • 1 O CS X 3 Permittee *1 vtr t o L rY A Email k.,e6',.Cy oe @ rVJY i Vt.rs'iat home.carr Requesting Permission to Construct ' r4 — -CF-42_ `J Location(Reference to Cross-Street) ek-l(&y c. Si(Ck► Cou,r-t / O 1 Q, L 15,6A,A Lk) r v.k_ • Permittee declares that prior to filing this application they have ascertained the location of all existing utilities, both aerial and underground and the accurate locations are shown on the sketches. • Whenever necessary for the construction,repair,improvement,maintenance,safe and efficient operation, alteration or relocation of all,or any portion of said street or easement as determined by the Director of Public Works,any or all said poles,wires,pipes,cables or other facilities and appurtenances authorized hereunder,shall be immediately removed from said street or easement or reset or relocated hereon as required by the Director of Public Works and at the expense of the Permittee unless reimbursement is authorized. • All work shall meet City of Atlantic Beach or Florida Department of Transportation Standards and be performed under the supervision of Sgt_ E, (Project Superintendent) with Company Name( v j 0Lt •Jk{a•,•�R.o Phone qa f . S 1 • 0, g s- • • All materials and equipment shall be subject to inspection by the Director of Public Works. • All city property shall be restored to its original condition as far as practical,in keeping with City specifications and the manner satisfactory to the City. • A sketch of plans covering details of this installation,as well as a copy of a recent survey shall be made a part of this permit. Calculations showing any increase in impervious area on owner's lot or in the City right-of-way are to be included with this application. • The permittee shall commence actual construction in good faith within days. If the beginning date is more than 60 days from date of permit approval then permittee must review the permit with the Director of Public Works to make sure no changes have occurred in the area that would affect the permitted construction. • It is understood and agreed that the rights and privileges herein set out are granted only to the extent of the City's right,title and interest in the land to be entered upon and used by the holder,and the holder will,at all times, assume all risk of and indemnify,defend and-save harmless the City of Atlantic Beach from and against any and all loss,damage and cost of expenses arising in any manner of the exercise or attempted exercises by the holder of the aforesaid rights and privileges. • The Director of Public Works shall be notified twenty-four(24) hours prior to starting work and again • immediately upon completion. Date 1611 tol l E Permittee(signed in presence of Notary Public) STATE OF FLORIDA,COUNTY OF DUVAL p, The foregoing instrument was acknowledged this I Lo day of Cky--5�_ ,20 i c , , by ( ACt.'ktinciri 114�jtY1t ,who personally appeared before me and (printed name of Permittee) acknowledged that he/she signed.the instrument voluntarily for the purpose expressed in it. 1L..,%.4 . IA - r, -Personally Known ignature of N,4 ry Public, ,,�►r ^..,..- Produced Identification(Type) K ? ,' uBr� LINDSEY M.BISHOP Notary Public-State of Florida 9 ;` �, Commission#FF 946204 '%';ro��cR;s' My Comm.Expires Jan 19,2020 Rage 6 of 7 I 1Date: May 04, 2015 Case No.: 15-04-4216A LOMR-F ot4axr"r f `= Federal Emergency Management Agency °s, Wt Washington, D.C. 20472 i 1•C. LETTER OF MAP REVISION BASED ON FILL DETERMINATION DOCUMENT (REMOVAL) ATTACHMENT 1 (ADDITIONAL CONSIDERATIONS) OUTCOME 1%ANNUAL LOWEST LOWEST WHAT IS CHANCE ADJACENT LOT LOT BLOCK/ SUBDIVISION STREET REMOVED FROM FLOOD FLOOD GRADE ELEVATION SECTION THE SFHA ZONE ELEVATION ELEVATION (NAVD 88) (NAVD 88) (NAVD 88) 21 — Atlantic Beach 538 Atlantic Beach Property X — -- 7.8 feet Country Club Court (shaded) Unit 2 22 -- Atlantic Beach 532 Atlantic Beach Property X — — 7.7 feet Country Club Court (shaded) Unit 2 23 — Atlantic Beach 526 Atlantic Beach Property X — — 7 5 feet Courtry Club Court (shaded) Unit 2 24 — Atlantic Beach 527 Atlantic Beach Property X — — 7.5 feet Courtry Club Court (shaded) Unit 2 25 — Atlantic Beach 533 Atlantic Beach Property X — — 8.0 feet Courtry Club Court (shaded) Unit 2 26 — Atlantic Beach 539 Atlantic Beach Property X — — 8.2 feet Country Club Court (shaded) Unit 2 150 — Atlantic Beach 1660 Atlantic Beach Property X — — 8.5 feet Country Club Drive (shaded) Unit 2 151 -• Atlantic Beach 1654 Atlantic Beach Property X — -- 8 1 feet Country Club Drive (shaded) Unit 2 This attachment provides additional information regarding this request. If you have any questions about this attachment, please contact the FEMA Mop Assistance Center toll free at (877) 336-2627(877-FEMA MAP) or by letter addressed to the Federal Emergency Management Agency.LOMG Clearinghouse.847 South Pickett Street,Alexandria,VA 22304-4605. Luis Rodriguez,P.E.,Chief Engineering Management Branch Federal Insurance and Mitigation Administration CT APPROVAL INFORMATION SHEET FOR THE CITY OF ATLANTIC BEACH,FLORIDA ,�j��+��j� 0' Q� iject Name: Atlantic Beach Country Club Lot '11 Permit # oes O Q Project Address:. - la Mt&swtie 'Pie&tin Cs►> 1 i41-1n_,.►-4-i c eras k�ft_ 1 33 As required by Florida Statute 553.842 and Florida Administrative Code Rule 9B-72,please provide the information and product approval number(s)for the building components listed below as applicable to the building construction project for the permit number listed above. You should contact your product supplier if you do not know the product approval number for any of the applicable listed products. Information regarding statewide product approval may be obtained at:www.floridabuilding.org. Category/Subcategory Manufacturer Product Description Limitation of Use State# Local# A.EXTERIOR DOORS 1.Swinging Masonite International Fiberglass Hinged Door +-76 4334.1,4334.2, 4334.4,4334.6, 4334.7,4334.8 2.Sliding Jeld-Wen Siteline Clad Approved for use in HVHZ:No,Approved for use outside HVHZ:Yes,Impact Resistant:No,Design 12313.9 Pressure:+25/-25,Other:Glazing must comply with the adopted version of ASTM El 300-04 Min 1/8" iemoered monolithic and insulated. _ 3.Sectional N/A 4.Roll up N/A 5.Automatic N/A • 6.Other Plast Pro Onelite Series Fiberglass Door Approved for use in HVHZ:No,Approved for use outside HVHZ:Yes,Impact Resistant:No,Design 15215.6,15215.7, Pressure:N/A,Other:See INST 15215.6,7,&8 for Design Pressure Ratings,any additional use limitations, 15215.8 installation instructions and product particulars. B.WINDOWS 1.Single hung N/A 2.Horizontal slider N/A 3.Casement N/A 4.Double hung Jeld-Wen W-2500 +50/-50,+35/-35 16085.2,160853 5.Fixed Jeld-Wen Fixed wood clad W-2500 +50/-50 17498.4 6.Awning N/A 7.Pass-through N/A >. . ^ ^ 8.Projected N/A ei 9.Mullion N/A - O 10.Wind breaker N/A r 1 11.Dual action N/A V 12.Garage Doors Haas Door Company 920 Approved for use HVHZ:No,Approved for use outside HVHZ:Yes,Impact Resistant:No,Design Pressure: 16660.4,16660.6 LIU +23.9/-26.7,Other:Glazing is an available option for the 600,700,800,&900 series product only but it does ! , not meet the impact resistant requirement for windbome debris regions �/ LL- C.PANEL WALL f..4. 1.Siding Nichiha Fiber Cement cladding Installed per manufacturer installation drawings.Anchor size,type and spacing are determined by the type of 12098.1,12098.3 O construction per manufacturer drawing 2.Soffits N/A 3.EIFS N/A 4.Storefronts N/A 5.Curtain walls N/A 6.Wall louvers N/A 7.Glass block N/A 8.Membrane N/A 9.Greenhouse N/A 10.Synthetic stucco 3 Coat stucco system,mixed on site 11.Other N/A D.ROOFING PRODUCTS 1.Asphalt shingles Ownes Corning Laminated Shingles,Architectural This approval does not cover HVHZ.Products shall be installed in accordance with FBC sections for non- 10674.1 HVHZ and per manufacturers installation drawings 2.Underlayments Owens Corning Waterproofing underlayment This approval does not cover HVHZ.Products shall be installed in accordance with FBC sections for non- 9777-R1 3.Roofing fasteners N/A 4.Nonstructural metal roof GulfLok 26 ga.GulfLok 16"wide roof panel Approved for use in HVHZ:No,Approved for use outside HVHZ:Yes,Impact Resistant:N/A,Design 11651.16 R2 Category/Subcategory \lanufacturer Product Description Limitation of Use State# Local# Bppr--uilt-up roofing N/A 6.Modified bitumen N/A 7.Single ply roofing N/A 8.Roofing tiles N/A 9.Roofing insulation N/A 10.Waterproofing N/A 11.Wood shingles/shakes N/A 12.Roofing slate N/A 13.Liquid applied roofing N/A 14.Cement-adhesive coats N/A 15.Roof tile adhesive N/A 16.Spray applied polyurethane roo N/A 17.Other N/A • E.SHUTTERS 1.Accordion N/A - 2.Bahama Custom made cedar 3.Storm panels N/A 4.Colonial N/A 5.Roll-up N/A 6.Equipment N/A 7.Other N/A - F.STRUCTURAL COMPONENTS `- 1.Wood connector/anchor Simpson Wood Connectors Approved for use in HVHZ:No,Approved for use outside HVHZ:Yes,Impact resistant:N/A.Other: 4432 a_ Connected to foundation and wall as specified in Evaluation Report.Field cutting only as specified in 2.Truss plates MiTek Industries Truss Plates Metal Connector Plate Products must be installed in accordance with Florida Building Code and per manufacturers drawings 2197.R1, 2197 R2. 3.Engineered lumber Trus Joint,A Weyerhaeuser Business Engineered Lumber,Microllan LVL, Products must be installed in accordance with Florida Building Code and per manufacturers drawings 1630-R3,6527-R1 Parallam PSL,Timberstrand LSL,TJ- L I Strand Rim Rnard TII 4.Railing N/A 5.Coolers-freezers N/A 6.Concrete admixtures N/A LL 7.Material N/ALI. 8.Insulation forms N/A 9.Plastics N/A 10.Deck-roof N/A 11.Wall Trus Joint,A Weyerhaeuser Business Engineered Lumber,Microllan LVL, Products must be installed in accordance with Florida Building Code and per manufacturers drawings 4478-RI Parallam PSL,Timberstrand LSL,TJ- Strand Rim Board,TJI 12.Sheds N/A 13.Other MiTek Industries Truss Plates Metal Connector Plate Products must be installed in accordance with Florida Building Code and per manufacturers drawings G.SKYLIGHTS 1.Skylight N/A 2.Other N/A H.NEW EXTERIOR ENVELOPE PRODUCTS • 1. N/A 2. N/A In addition to completing the above list of manufacturers, product description and State approval number for the products used on this project, the Contractor shall maintain on the job site and available to the Inspector,a legible copy of each manufacturer's printed specifications and installation instructions along with this Product Approval Sheet. I certify that this product approval list is true and correct to the best of my knowledge.I further certify that use of different components other than the ones listed in this document must be approved by the Building Official. _ (Contractor Name) (Print Name) Matthew Roberts (Signature) - Company Name: Riverside Homes of North Florida Mailing Address: 12276 San Jose Blvd.,Ste.120 City: Jacksonville State: FL Zip Code: 32223 I Iephone Number:(904 ) 503-7055 Fax Number:( ) Cell Phone Number:( ) E-mail Address: O t\�EPROOF 1t0� —m,� �..__ _ TM . International Fireproof Technology, Inc. a — ms j � Paint To Protect • c 17528 Von Karman Ave.Irvine,CA 926 — 949-975-8588 ori-ICE COP DC 315 applied over Spray Polyurethane Foam (SPF), If a coating has not passed a full scale test on a manufacturer's foam it is an Alternative Barrier System in "Section 2603.9 cannot be used on that foam;there are no exceptions in the IBC Code! Special Approval" as a thermal barrier. To be approved Building Code Fire Performance Requirements for SPF: as an Alternative Barrier System, DC 315 is applied over The International Building Code (IBC) mandates that SPF be separated a manufacturer's SPF and tested to the criteria of an from the interior of the building by a 15 minute thermal barrier, or other • i — NFPA 286, UL 1715, UL 1040, or FM 4880 for duration approved covering. DC 315 passed certified NFPA 286 and UL 1715 test of 15 minutes by an accredited fire testing facility. over a variety of open and closed cell spray applied urethane foams that Products that pass an ignition barrier tested under AC were conducted by ISA certified testing facilities. All tests performed 377 Appendix X are not appropriate alternative thermal barriers comply with the requirements of 2006 IBC Section 803.2.1 & 2009 IBC and cannot be used. Depending on your particular application, Section 803.1.2,and Section 2603.9;2012 IBC Section 803.1.2 and Section either ignition or thermal barriers are required by the International 2603.10 under "Special Approvals for Thermal Barriers over Foam Building Code (IBC). Plastics". DC315 is WHI marked and certified via 3`d party inspection for Properties Value quality assurance and consistency. Finish Flat Alternative 15 min Thermal Barrier Assemblies(e.g.Exposed SPF or SPF with a Thermal Barrier Protective Covering) Color Ice Grey The assembly must remain in place for 15 minutes during specified large- V.O.C. 47g/L scale fire tests,such as NFPA 286,UL 1715,UL 1040,or FM 4880. Solids By Volume 67% Alternative Ignition Barrier Assemblies DC 315 meets the requirements for ignition barrier per AC 377,Appendix X Specific Gravity 1.30+/-0.05 g/cc Application Equipment Drying Time @77'F & 50% R.H. —To touch 1—2 hours, to DC 315 can be applied by brush,roller or airless sprayer. recoat if required 2 to 4 hours For maximum yield and coverage spray application is recommended. Flash Point None Sprayers: Reducing or Cleaning Water Pump: (Graco)UltraMax 695 or equivalent PSI: 3000 Shelf Life 1 year from date of manufacture in unopened containers and stored at 1 0°C to 27°C(50°F to GPM: 1.00 80°F) Tip: 517-521 or equivalent. SGal.Container Weight 58 lbs. Filter: 30 mesh, removal of filter is recommend from gun and machine Advantages of Using DC315 SPF Hose: 3/8"diameter airless spray line for the first 100'from pump and%"x 3'whip • DC 315 is the only 3rd party inspected fire protective coating for SPF Pump: (Graco)TexSpray Mark 5 or equivalent • Marked and Listed by Warnock Heresy Intertek W/N 20947 PSI: 3300 • Single coat coverage reducing labor and material costs equaling GPM: 1.35 higher profits Tip: 517-523 or equivalent. • Industry leading spread rate Passed CAL 1350-safe for use in schools and high occupancy Filter: 30 mesh, removal of filter is recommend from gun and • buildings machine • Passed strict EPA—V.O.C.and AQMD air emission requirements(for Hose: 3/8"diameter airless spray line for the first 100'from pump all 50 states) and''A"x 3'whip • Approved for Incidental Food Contact complies with NSF/ANS1-51 Pump: (Graco)GMAX 7900 or equivalent requirements of USDA ■ Easily applied with a sprayer,roller,or brush with no complicated PSI: 3300 mixing GPM: 2.2 • 1 year shelf life Tip: 517-529 or equivalent. • Fast and easy clean-up,with no waste and fast turnaround time Filter: 30 mesh, removal of filter is recommend from gun and • Compatible with any paintable construction material machine • Meets Life Safety Code 101 Hose: 3/8"diameter airless spray line for the first 100' 300' from • Meets LEED's point requirements pump and'''A"x 3'whip • No formaldehyde Pump: (Graco)GH 833 or equivalent DC 315 is the most tested and approved product in the world for use as PSI: 4000 an,"Alternative Thermal Barrier Coating System"over Spray GPM: 4.0 Polyurethane Foam(SPF). Tip: 517-529 or equivalent. Filter: 30 mesh, removal of filter is recommend from gun and Visit us at our website www.painttoprotect.com to obtain a current matrix machine of all the manufacturer's foams DC 315 has been tested and approved as Hose: 3/8"diameter airless spray line for the first 100'-300' from Thermal or Ignition barriers in compliance with current IBC codes. pump and'''A"x3'whip Prior to Applying DC 315 to Ensure Proper Adhesion:Surfaces must General Safety,Toxicity,Health Data be clean,dry and free of all foreign matter.Adhesion of a coating to SPF Material Safety Data Sheets are available on this coating material. Any requires the foam surface to have a slight profile or texture similar to an individual who may come in contact with these products should read and orange peel. Smooth or glossy foam surfaces must be flash coated with a understand the M.S.D.S. In case of emergency contact CHEMTREC light 3-4 mils Wet Film Thickness(WFT)of DC 315 and allowed to dry EMERGENCY NUMBER at 800-424-9300. before applying the full application. Flash coating is a quick burst of a primer or DC 315,via airless sprayer over an area needing treatment. Wen Donot�l�bw product to freeze.Store above 10°C(50°F)at all also recommend flash coating around all pipes and air ducts. 6 �'`'' RiMes. " s Product Application WARNING: Avoid eye contact with the liquid or spray mist. Applicators In order to validate warranty and confirm the installation complies with should wear protective clothes,gloves and use protective cream on face, IFTI's best practices, installer must obtain all current installation hands and other exposed areas. documents and complete a daily work record for each and every job and EYE PROTECTION: for each sequential day a project is underway. Daily work records must be sent to IFTI within 10 days of project completion. Installation Safety glasses,goggles,or a face shield are recommended. documents include Application Guide,Ventilation Guide and Daily Work SKIN PROTECTION: Report. These documents can be downloaded at Chemical resistant gloves are recommended, cover as much of the www.painttoprotect.com or by calling IFTI at 949.975.8588 exposed skin area as possible with appropriate clothing. Material Preparation RESPIRATORY PROTECTION is MANDATORY! DC315 must be thoroughly mixed prior to application.Failure to do so will Respiratory protective equipment,impervious foot wear and protective compromise the materials performance and may create issues with clothing are required at all times during spray application. equipment used for the application of the product. Mechanical stirring with a high speed drill and a paddle appropriate for the container size is INGESTION:Do not take internally. recommended. Material should be stirred from the bottom up making sure the bottom and sides are scraped with a paint stick during the mixing Consider the application and environmental concentrations in deciding if process to ensure all materials are completely mixed prior to the additional protective measures are necessary. application. Material should be mixed to a creamy consistency with no lumps. Thinning is not usually needed, but if the material has been Limited Warranty exposed to prolonged periods of high temperatures during storage, This product will perform as tested if applied and maintained according to evaporation of the water based material may have taken place.Typically our directions, instructions and techniques. If this product is found to be the liquid level should be about 3 inches from the top of the 5 gallon pail. defective upon inspection by its representative, the seller will, at its If the level of material is lower,water may be added during the mixing to option,either furnish an equivalent amount of new product or refund the address this issue. purchase price to the original purchaser of this product.Seller will not be liable for any representations made by any retail seller or applicator of the Temperature and Humidity product. THIS WARRANTY EXCLUDES (1) LABOR OR COST OF LABOR FOR Ensure temperature and humidity are within specified limits for THE APPLICATION OR REMOVAL OF THIS PRODUCT OR ANY OTHER application. Failure to monitor and compensate for increased humidity PRODUCT,THE REPAIR OR REPLACEMENT OF ANY SUBSTRATE TO WHICH may lead to blistering and/or delamination and will void warranty. Obtain THE PRODUCT IS APPLIED OR THE APPLICATION OF REPLACEMENT a ventilation guide prior to commencing installation. Ideal conditions are PRODUCT, (2) ANY INCIDENTAL OR CONSEQUENTIAL DAMAGES. OTHER 16°C-32°C(62°F to 90°F)and a maximum of 65%Relative Humidity. LIMITATIONS APPLY.For the complete terms of the limited warranty,go to www.painttoprotect.com. Some states/provinces do not allow the Ventilation exclusion or limitation of incidental or consequential damages, so the When spraying in enclosed spaces,regardless of size,adequate ventilation above limitations may not apply to you. To make a warranty claim, write is required to remove excess moisture from the application area.The use to Technical Service, International Fireproof Technology, Inc., 17528 Von of fans may be required in some cases to ensure a minimum of 0.3 air Karman Avenue, Irvine, CA 92614 or email Customer Service at changes per hour. Prior to starting a job please be sure to download a ptp@painttoprotect.com complete current ventilation guide at www.painttoprotect.com Rev:11/16/2014 12:43 PM Current application documents must be on the job site at all times product is being applied.This includes application guide,ventilation guide and daily work report. Documents can be downloaded at http://www.painttoprotect.com or call IFTI at 949.975.8588 OFFICE COPY ES 'EVALUATION Most Widely Accepted and Trusted SERVICE In CA eration,.,tn (.. Innovation RESEARCH LABS ICC-ES Evaluation Report ESR-3375 ICC-ES I (800) 423-6587 I (562) 699-0543 I www.icc-es.org Reissued 08/2016 This report is subject to renewal 08/2018. DIVISION: 07 00 00—THERMAL AND MOISTURE PROTECTION SECTION: 07 21 00—THERMAL INSULATION REPORT HOLDER: SES FOAM 4008 LOUETTA ROAD, #538 SPRING, TEXAS 77388-4405 EVALUATION SUBJECT: SUCRASEALTM 0.5 AND SES FOAM 0.5 LB SPRAY: SPRAY-APPLIED POLYURETHANE FOAM PLASTIC INSULATION ICC ICC ICC LE-SM PMG cQ: LISTED Look for the trusted marks of Conformity! "2014 Recipient of Prestigious Western States Seismic Policy Council ISA INTERWSSPC Award in Excellence" CODE ouwci ATIONAL (WSSPC) A Subsidiary of COOECOUNCIC ICC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not BCCA glted 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 ACCREDITED ISO!EC 17065 to any finding or other matter in this report, or as to any product covered by the report. Product CertiriaannBody moo ♦ Accredit,Eq!CGN TM Copyright © 2017 ICC Evaluation Service, LLC. All rights reserved. ICC ESEVALUATION SERVICE !7,7.t� Most Widely Accepted and Trusted •ICC-ES Evaluation Report ESR-3375 Reissued August 2016 Revised October 16, 2017 This report is subject to renewal August 2018. 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 Under the IRC, the insulation may be used as air- PROTECTION impermeable insulation when installed as described in Section: 07 21 00—Thermal Insulation Section 3.4. SES Foam 0.5 lb Spray is identical to SucrasealTM 0.5. Wherever SucrasealTM 0.5 is mentioned, REPORT HOLDER: the same property applies to SES Foam 0.5 lb Spray. SES FOAM 3.0 DESCRIPTION 4008 LOUETTA ROAD,#538 3.1 General: SPRING,TEXAS 77388-4405 SucrasealTM 0.5 spray foam insulation is a two- (713)239-0252 component, open cell, one-to-one-by-volume spray- www.sesfoam.com applied polyurethane foam system with a nominal density EVALUATION SUBJECT: of 0.5 pcf (8.0 kg/m3). The insulation's liquid components are supplied in nominally 55-gallon drums, labeled as "A" SUCRASEALTM 0.5 AND SES FOAM 0.5 LB SPRAY: component or "B" component. The insulation components SPRAY-APPLIED POLYURETHANE FOAM PLASTIC have a shelf life of six months when stored in unopened INSULATION containers at temperatures between 70°F (21°C) and 90°F (32°C) 1.0 EVALUATION SCOPE The attributes of the insulation have been verified as conforming to the provisions of ICC 700-2008 Section 1.1 Compliance with the following codes: 703.2.1.1.1(c) as an air impermeable insulation. Note that • 2012 and 2009 International Building Code®(IBC) decisions on compliance for those areas rest with the user • 2012 and 2009 International Residential Code®(IRC) of this report. The user is advised of the project-specific provisions that may be contingent upon meeting specific • 2012 and 2009 International Energy Conservation conditions, and the verification of those conditions is Code®(IECC) outside the scope of this report. These codes or standards • Other Codes(see Section 8.0) often provide supplemental information as guidance. 3.2 Surface-burning Characteristics: Properties evaluated: At a maximum thickness of 4 inches (102 mm) and a • Surface-burning characteristics nominal density of 0.5 pcf, the insulation has a flame- • Physical properties spread index of 25 or less and a smoke-developed index of 450 or less when tested in accordance with ASTM E84. • Thermal resistance(R-values) Thicknesses for wall cavities and ceiling cavities are not • Air permeability limited when the insulation is covered with a minimum 1/2-inch-thick (12.7 mm) gypsum board installed in • Exterior walls in Types I-IV construction accordance with the applicable code. 1.2 Evaluation to the following green standard: 3.3 Thermal Resistance(R-values): • 2008 ICC 700 National Green Building StandardTM (ICC The insulation has thermal resistance(R-values) at a mean 700-2008) temperature of 75°F(24°C)as shown in Table 1. Attributes verified: 3.4 Air Permeability: • See Section 3.1 The insulation, at a minimum thickness of 3 inches 2.0 USES (76 mm), is considered air-impermeable in accordance with IRC Section R202, based on testing in accordance SucrasealTM 0.5 spray polyurethane foam plastic insulation with ASTM E283. is used as a nonstructural thermal insulating material in buildings of Type I, II, III, IV and V (IBC) construction, and 3.5 DC 315 Coating: in dwellings built under the IRC. The insulation is for use in DC 315 Coating is manufactured by International Fireproof wall cavities and floor/ceiling assemblies, and in attics and Technology, Inc. / Paint to Protect Inc. (ESR-3702), and is crawl spaces when installed as described in Section 4.4. a water-based intumescent coating supplied in 5-gallon 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 ANS 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. 'moiiri ;m Copyright©2017 ICC Evaluation Service,LLC. All rights reserved. Page 1 of 11 ESR-3375 I Most Widely Accepted and Trusted Page 2 of 11 (19 L) pails and 55-gallon (208 L) drums and has a shelf coating. The coating is applied in one or more coats with life of six months when stored in a factory-sealed container brush, roller or airless spray equipment. at temperatures between 50°F(10°C)and 80°F(27°C). 4.3.2.2 Application with FireShell®F10E: The thickness 3.6 FireShell®F10E: of the foam plastic applied to the underside of roof FireShell® F10E is manufactured by TPR2 Corporation sheathing and to vertical wall surfaces must not exceed (ESR-3997), and is a water-based coating supplied in 111/2 inches (292 mm). The foam plastic must be covered 5-gallon (19 L)pails and 55-gallon (208L)drums and has a on all surfaces with FireShell F10E (ESR 3997) at a shelf life of one year when stored in a factory-sealed minimum thickness of 20.0 mils (0.51 mm) wet film thickness [14 mils (0.36 mm) dry film thickness] with a container at temperatures between 45°F (7.2°C) and 90°F 2 (35°C) minimum application rate of 1.25 gal/100 ft . The coating must be applied over the SucrasealTM 0.5 insulation in 4.0 INSTALLATION accordance with the coating manufacturer's published 4.1 General: instructions and this report. Surfaces to be coated must be SucrasealTM 0.5 spray insulation must be installed in dry, clean and free of dirt, loose debris and other substances that could interfere with adhesion of the accordance with the manufacturer's published installation instructions and this report. A copy of the manufacturer's coating. The coating is applied in one or more coats with published installation instructions must be available at all brush, roller or airless spray equipment. times on the jobsite during installation. 4.4 Attics and Crawl Spaces: 4.2 Application: 4.4.1 Application with a Prescriptive Ignition Barrier: The insulation is spray applied at the jobsite using a When SucrasealTM 0.5 spray is installed within attics and volumetric positive displacement pump as identified in the crawl spaces, where entry is made only for service of SucrasealTM 0.5 spray application manual. The insulation utilities, an ignition barrier must be installed in accordance components must be stored at temperatures between with IBC Section 2603.4.1.6 or IRC Section R316.5.3 or 70°F (21°C) and 90°F (32°C) for several days before R316.5.4, as applicable, except when the installation is in application. The insulation must not be used in areas that accordance with Section 4.4.2 or Section 4.4.3. The have maximum in-service temperatures greater than 180°F ignition barrier must be consistent with the requirements (82°C). The insulation must not be used in electrical outlet for the type of construction required by the applicable or junction boxes or in contact with water (e.g.; rain, code, and must be installed in a manner so that the foam condensation, ice, snow) or soil. The substrate must be plastic insulation is not exposed. SucrasealTM 0.5 spray free of moisture, frost or ice, loose scales, rust, oil, grease insulation at a minimum thickness of 3 inches (76 mm) or other surface contaminants. The insulation can be may be installed in unvented attics in accordance with installed in one pass to the maximum thickness. The 2012 IRC Section R806.5 (2009 IRC Section R806.4), as spray-applied foam insulation must be protected from applicable. weather during and after installation. 4.4.2 Application without a Prescriptive Ignition 4.3 Thermal Barrier: Barrier: Where the spray-applied insulation is installed in accordance with this section or Section 4.4.3, the following 4.3.1 Application with a Prescriptive Thermal Barrier: conditions apply: SucrasealTM 0.5 spray insulation must be separated from a) Entry to the attic or crawl space is to service utilities, the interior of the building by an approved thermal barrier and no storage is permitted. of /2-inch-thick (12.7 mm) gypsum wallboard or an equivalent 15-minute thermal barrier complying with, and b) There are no interconnected attic or crawl space installed in accordance with, IBC Section 2603.4 or IRC areas. Section R316.4, as applicable, except when the installation c) Air in the attic or crawl space is not circulated to other is in accordance with Section 4.3.2. Within an attic or crawl parts of the building. space, installation must be in accordance with Section 4.4. 4.3.2 Application without a Prescriptive Thermal d) Attic ventilation is provided when required by IBC Barrier: The prescriptive 15-minute thermal barrier may be Section 1203.2 or IRC Section R806, except when omitted when installation is in accordance with this section. air-impermeable insulation is permitted in unvented The insulation and coating may be spray-applied to the attics in accordance with 2012 IRC Section R806.5 or interior facing of walls and the underside of roof sheathing 2009 IRC Section R806.4. Under-floor (crawl space) or roof rafters, and in crawl spaces, and may be left 1203.321orn is Section R408.1,when requiredapplicable.bIBC Section exposed as an interior finish without a prescribed or IRC Section as 15-minute thermal barrier or prescribed ignition barrier e) Combustion air is provided in accordance with when the installation is in accordance with either Sections International Mechanical Code®Section 701. 4.3.2.1 or 4.3.2.2. In attics, the insulation may be spray-applied to the 4.3.2.1 Application with DC 315 Coating: The thickness underside of roof sheathing or roof rafters, and/or vertical of the foam plastic applied to the underside of roof surfaces, and in crawl spaces the insulation may be spray- sheathing and to vertical wall surfaces must not exceed applied to the underside of floors and/or vertical surfaces 111/2 inches (292 mm). The foam plastic must be covered as described in this section. The thickness of the foam on all surfaces with DC 315 Coating (ESR-3702) at a plastic applied to the underside of the top of the space minimum thickness of 18.0 mils (0.47 mm) wet film must not exceed 12 inches (305 mm). The thickness of the thickness [12 mils (0.30 mm) dry film thickness] with a foam plastic applied to vertical surfaces must not exceed minimum application rate of 1.12 gal/100 ft2. The coating 111/2 inches (292 mm). The foam plastic may be installed must be applied over the SucrasealTM 0.5 insulation in without a covering or coating. The insulation may be accordance with the coating manufacturer's published installed in unvented attics in accordance with 2012 IRC instructions and this report. Surfaces to be coated must be Section R806.5 (2009 IRC Section R806.4). The ignition dry, clean and free of dirt, loose debris and other barrier in accordance with IBC Section 2603.4.1.6 or IRC substances that could interfere with adhesion of the Section R316.5.3 may be omitted. ESR-3375 I Most Widely Accepted and Trusted Page 3 of 11 4.4.3 Use on Attic Floors: SucrasealTM 0.5 spray 6.2 Reports of room corner fire-testing in accordance with insulation may be installed exposed at a maximum NFPA 286. thickness of 111/2 inches (292 mm) between joists in attic 6.3 Report of air permeance testing in accordance with floors. The ignition barrier in accordance with IBC Section ASTM E283. 2603.4.1.6 or IRC Section R316.5.3 may be omitted. The insulation must be separated from the interior of the 6.4 Report of potential heat testing in accordance with building by an approved thermal barrier. NFPA 259. 4.5 Exterior Walls of Type I, II, Ill and IV Construction: 6.5 Report of fire propagation testing in accordance with 4.5.1 General:When used on walls of Type I, II, III and IV NFPA 285. exterior wall construction, the SucrasealTM 0.5 spray- 6.6 Engineering evaluation extending NFPA 285 testing applied foam insulation must comply with Section to various exterior wall constructions. 2603.5 of the IBC and this section. The potential heat 7.0 IDENTIFICATION of SucrasealTM 0.5 spray applied foam insulation is Components of the SucrasealTM 0.5 spray polyurethane 466 Btu/ft2 (5.26 MJ/m2) per inch of thickness when tested foam plastic insulation are identified with the in accordance with NFPA 259. manufacturer's name (SES Foam) and address; the date 4.5.2 Specific Wall Assemblies: Wall assemblies must of manufacture or the lot number; the product trade name be as described in Table 2. (SucrasealTM 0.5); the mixing instructions; the density; the 5.0 CONDITIONS OF USE flame-spread and smoke-developed indices; and the The SucrasealTM 0.5 spray polyurethane foam plastic evaluation report number(ESR-3375). insulation described in this report complies with, or is a International Fireproof Technology, Inc. / Paint to Protect suitable alternative to what is specified in, those codes Inc., DC 315 Coating is labeled with the manufacturer's listed in Section 1.0 of this report, subject to the following name and address; the product name; the date of conditions: manufacture, the shelf life or expiration date; the manufacturer's instructions for application and evaluation 5.1 The insulation must be installed in accordance with report number(ESR-3702). the manufacturer's published installation instructions, this evaluation report and the applicable code. If there TPR2 Corporation Fireshell F10E coatings and Blazelok are any conflicts between the manufacturer's TBX coating is labeled with the manufacturer's name and published installation instructions and this report, this address; the product name; the date of manufacture, the report governs. shelf life or expiration date; the manufacturer's instructions 5.2 The insulation must be separated from the interior of for application and evaluation report number(ESR-3997). the building by an approved 15-minute thermal 8.0 OTHER CODES barrier, as described in Section 4.3.1, except when In addition to the codes referenced in Section 1.0, the the installation is in accordance with Section 4.3.2. products in the report were evaluated for compliance with Installation in an attic or crawl space must be as the requirements of the following codes: described in Section 4.4. • 2006 International Building Code® 5.3 The insulation must not exceed the thicknesses noted • 2006 International Residential Code® in Sections 3.2, 4.3, and 4.4. 5.4 The insulation must be protected from exposure to the • 2006 International Energy Conservation Code® weather during and after application. The products comply with the above mentioned codes as 5.5 The insulation must be applied by contractors certified described in Sections 2.0 through 7.0 of this report, with by SES Foam. revisions as noted below: 5.6 Use of the insulation in areas where the probability of • Application with and without a Prescriptive Thermal termite infestation is "very heavy" must be in Barrier: See Section 4.3, except the approved thermal accordance with 2012 IBC Section 2603.9 (2009 IBC barrier must be installed in accordance with Section Section 2603.8)or IRC Section R318.4, as applicable. R314.4 of the 2006 IRC. 5.7 Jobsite certification and labeling of the insulation must • Application with a Prescriptive Ignition Barrier: See comply with IRC Sections N1101.4 and N1101.4.1 Section 4.4.1, except an ignition barrier must be and IECC Sections R303.1.1 and 303.1.1.1, as installed in accordance with Section R314.5.3 or applicable. R314.5.4 of the 2006 IRC. 5.8 When use is on exterior wall of buildings of Type I, II, • Application without a Prescriptive Ignition Barrier: III or IV construction, construction must be as See Section 4.4.2, except that combustion air is described in Section 4.5 and Table 2. provided in accordance with Sections 701 and 703 of the 2006 IECC. 5.9 A vapor retarder must be installed in accordance with the requirements of the applicable code. . ■ Protection against Termites: See Section 5.6, except 5.10 SucrasealTM 0.5 spray polyurethane foam plastic use of the insulation in areas where the probability of termite infestation if"very heavy" must be in accordance insulation is produced in St. Louis, Missouri, under a with Section R320.5 of the 2006 IRC. quality-control program with inspections by ICC-ES. • Jobsite Certification and Labeling: See Section 5.7, 6.0 EVIDENCE SUBMITTED except jobsite certification and labeling must comply 6.1 Data in accordance with the ICC-ES Acceptance with Sections 102.1.1 and 102.1.1.1, as applicable, of Criteria for Spray-applied Foam Plastic Insulation the 2006 IECC. (AC377), dated April 2016, including reports of tests in accordance with Appendix X of AC377. ESR-3375 I Most Widely Accepted and Trusted Page 4 of 11 TABLE 1—THERMAL RESISTANCE(R-VALUES'2) THICKNESS(inches) R-VALUE(°F•ft2•h/Btu) 1 4.0 2 7.6 3 11 3.5 13 4 15 5 19 6 22 7 26 8 30 9 33 10 37 11 41 12 44 For SI: 1 inch=25.4 mm, 1°F•ft2•h/Btu=0.176 110K•m2/W. 'R-values are calculated based on tested K values at 1-and 3.5-inch thicknesses. 2R-values greater than 10 are rounded to the nearest whole number. TABLE 2—NFPA 285 COMPLYING EXTERIOR WALL ASSEMBLIES WALL COMPONENT MATERIALS 1 –Concrete wall 2–Concrete Masonry wall Base wall system–Use either 3–1 layer of 5/8-inch thick Type X gypsum wallboard installed on the interior side of minimum 3-5/8 inch 1,2,or 3 deep minimum 20 gauge thick steel studs spaced a maximum of 24-inch on center.Lateral bracing installed minimum every 4 ft.vertically or as required.Wall stud cavities shall be filled at each floor line with minimum 4 lb/ft3 mineral-fiber insulation friction fit between steel wall studs. Resilient Channel–For use 1 –None with Base Wall System 3 above 2–Double leg"hat"shaped steel resilient channel installed perpendicular to the wall studs(interior side Use either 1 or 2 only)and spaced a maximum of 24-inches on center between steel studs and Type X gypsum wallboard. Entire perimeter of window opening to be framed with resilient channel. Perimeter Fire Barrier System Perimeter fire barrier system complying with Section 715.4 of the 2012 IBC shall be installed to fill the void between the edge of the concrete floor slab and the interior surface of the exterior wall assembly. Full wall stud cavity depth or less of SucraSealTM 0.5 spray-applied foam plastic insulation applied using Wall Stud Cavity Insulation exterior gypsum sheathing as the substrate and covering the width of the cavity and the inside of the steel wall stud framing flange. Exterior sheathing–For Base 5/8-inch thick Type X exterior type gypsum sheathing complying with ASTM C1177. Wall System 3 above 1 –Any non-combustible exterior wall covering material Exterior Wall Covering–Use 2–Any non-combustible exterior wall covering system with a combustible WRB that has successfully been either 1,2,or 3 tested in accordance with NFPA 285. (see Note 1 below) 3–Metal Composite Material(MCM)Mitsubishi Plastic Composites America, Inc.,Alpolic/fr wall panels (see ICC-ES ESR-2653)or Alcoa Architectural Products Reynobond FR 6-mm panels(see ICC-ES ESR- 3435)where there is no exterior insulation in the cavity behind the panels. Flashing of window,door and As an option,flash around window,door and other exterior penetrations with limited amounts of maximum other exterior wall penetrations. 12-inch wide acrylic,asphalt or butyl-based flashing tape or liquid applied membrane material. For SI: 1 inch=25.4 mm; 1 pcf=16.0 kg/m'. Note 3:Exterior wall coverings shall be installed in accordance with the manufacturers installation requirements and must comply with the applicable provisions of IBC Chapter 14 and IRC Chapter 7. ESICC EVALUATION SERVICE Most Widely Accepted and Trusted ICC-ES Evaluation Report ESR-3375 FBC Supplement Reissued August 2016 Revised October 2017 This report is subject to renewal August 2018. 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 PROTECTION Section: 07 21 00—Thermal Insulation REPORT HOLDER: SES FOAM 4008 LOUETTA ROAD,#538 SPRING,TEXAS 77388-4405 (713)239-0252 www.sesfoam.com EVALUATION SUBJECT: SUCRASEALTM 0.5 AND SES FOAM 0.5 LB SPRAY: SPRAY-APPLIED POLYURETHANE FOAM PLASTIC INSULATION 1.0 REPORT PURPOSE AND SCOPE Purpose: The purpose of this evaluation report supplement is to indicate that SucraSeal 0.5 spray polyurethane foam plastic insulation, recognized in ICC-ES master evaluation report ESR-3375, has also been evaluated for compliance with the codes noted below. Applicable code editions: • 2014 Florida Building Code—Building • 2014 Florida Building Code—Residential 2.0 CONCLUSIONS The SucraSeal 0.5 spray polyurethane foam plastic insulation (also known as SES Foam 0.5 lb Spray), described in Sections 2.0 through 7.0 of the master evaluation report ESR-3375, complies with the Florida Building Code—Building and the Florida Building Code—Residential, provided the design and installation are in accordance with the 2012 International Building Code® (IBC) and 2012 International Residential Code® (IRC) provisions noted in the master report under the following condition:. Installation must meet the requirements of Sections 1403.8 and 2603.9 of the Florida Building Code—Building and Sections R318.7 and R318.8 of the Florida Building Code—Residential, as applicable. Use of Sucraseal 0.5/SES Foam 0.5 lb spray-applied polyurethane foam plastic insulation has also been found to be in compliance with the High-Velocity Hurricane Zone provisions of the Florida Building Code—Building and the Florida Building Code—Residential. For products falling under Florida Rule 9N-3, verification that the report holder's quality-assurance program is audited by a quality-assurance entity approved by the Florida Building Commission for the type of inspections being conducted is the responsibility of an approved validation entity (or the code official, when the report holder does not possess an approval by the Commission). This supplement expires concurrently with the master report, reissued August 2016 and revised October 16, 2017. ICC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not.spec fcally addressed,nor are they to be construed FelANS 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 C I to any finding or other matter in this report,or as to any product covered by the report. Copyright©2017 ICC Evaluation Service,LLC. All rights reserved. Page 5 of 11 ESEVALUATION SERVICE Most Widely Accepted and Trusted ICC-ES Evaluation Report ESR-3375 Seal and Insulate with ENERGY STAR®Supplement Reissued August 2016 Revised October 2017 This report is subject to renewal August 2018. www.icc-es.orq I (800)423-6587 I (562) 699-0543 A Subsidiary of the International Code Council® DIVISION: 07 00 00—THERMAL AND MOISTURE PROTECTION Section: 07 21 00—Thermal Insulation REPORT HOLDER: SES FOAM 4008 LOUETTA ROAD,#538 SPRING,TEXAS 77388-4405 (713) 239-0252 www.sesfoam.com EVALUATION SUBJECT: SUCRASEALTM 0.5 AND SES FOAM 0.5 LB SPRAY: SPRAY-APPLIED POLYURETHANE FOAM PLASTIC INSULATION 1.0 EVALUATION SCOPE Conformance to the following: Seal and Insulate with ENERGY STAR® Program—Definitions and Testing Requirements for Residential Insulation, Version 1.0 Properties evaluated: • Thermal resistance • Surface-burning characteristics 2.0 PURPOSE OF THIS SUPPLEMENT This supplement is issued to certify that the insulation products described in Sections 2.0 through 8.0 of the master report ESR-3375 have been reviewed for compliance with the requirements of the Seal and Insulate with ENERGY STAR® Program, as set forth in the document Definitions and Testing Requirements for Residential Insulation, Version 1.0. The insulation product covered by this supplement is defined as"Spray or Pour Foam Insulation." The requirements for testing laboratory qualification and product sampling, as well as the specific material and test standards and editions used in this evaluation, are as set forth in the applicable documentation noted in Section 6.0 of the master evaluation report. 3.0 DEFINITIONS The following definitions are from Definitions and Testing Requirements for Residential Insulation, Version 1.0, and are applicable to the subject of this report. 3.1 General Definitions: Insulation: Any material mainly used to slow down heat flow. It may be mineral or organic, fibrous, cellular, or reflective (aluminum foil). It may be in rigid,semi-rigid, flexible, or loose-fill form. 3.2 Insulation Product Definitions: Spray or Pour Foam Insulation:A thermal insulating material that is sprayed or poured (as a gel or foamy liquid)into place, and expands or sets into a cellular foam and cures at the point of installation through a chemical reaction. Foamed materials include, but are not limited to polyurethane, polyisocyanurate, phenolic, and cementitious insulation. 3.3 Insulation Performance Definitions: R-value: The inverse of the time rate of heat flow through a body from one of its bounding surfaces to the other surface for a unit temperature difference between the two surfaces, under steady state conditions, per unit area. For the purposes of the 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 Q Ats� 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 .a to any finding or other matter in this report,or as to any product covered by the report. 'c'wE' i Copyright 0 2017 ICC Evaluation Service,LLC. All rights reserved. Page 6 of 11 ESR-3375 I Most Widely Accepted and Trusted Page 7 of 11 Seal and Insulate with ENERGY STAR®program, Imperial units will only be accepted[(h•ft2•°F)/Btu]. Smoke-Development Index: The characteristic of a material to emit smoke when exposed to flame or fire compared to red oak and inorganic cement. Flame-Spread Index: The characteristic of a material to resist the spreading of flames when exposed to flame or fire compared to red oak and inorganic cement. 3.4 Thermal Resistance: The insulation has the thermal resistance R-values as noted in Table 1 of ESR-3375, based upon testing. 3.5 Installation: 3.5.1 General: The installation of the insulation must be in accordance with the requirements set forth in Sections 4.0 and 5.0(as applicable)of ESR-3375. The insulation is manufactured on-site by spray polyurethane foam applicators meeting the qualification requirements of SES Foam. The following information on personal protective equipment and ventilation requirements is reprinted from the SES Foam published installation instructions: "F. SAFETY 3. PERSONAL PROTECTIVE EQUIPMENT(PPE): a. Skin:Wear gloves, coveralls, apron and boots as necessary to prevent contact of liquid components or partially-cured SPF with skin.When handling liquid components, gloves should be made of nitrile, neoprene, butyl or PVC. b. Eyes: Protect eyes while handling liquid components or spraying with safety goggles or safety goggles and a face shield. During spray application, eye protection may be provided by a full-face or hood respirator. c. Respiration: Firms engaged in the application of SES Foam systems must have a written respiratory protection program for employees engaged in handling or applying SES Foam materials. Depending on the situation, respiratory protection may include dust masks, air-purifying respirators (APR), powered air-purifying respirators (PAPR), or supplied-air respirators(SAR). 4. VENTILATION: Provide ventilation and other engineering controls to exhaust vapors from work areas and to protect building occupants and other trades." 3.5.2 Occupancy Time after Installation: The re-entry or re-occupancy time shall be in accordance with the manufacturer's installation instructions, which state the following: "G. RE-ENTRY SucrasealTM 0.5 reacts and cures within seconds of application. Re-entry times will vary depending on factors including ventilation. Typically, ventilation is continued for 24 hours following the conclusion of spray application and re-entry may occur at that time." 3.5.3 Figures: The figures shown represent general installations of the insulation in the following applications: above-grade wall, below-grade wall, vented and unvented crawl space, unvented cathedral ceiling, and vented and unvented attic. These figures are for illustration purposes and are not to be construed or used as construction documents. This supplement expires concurrently with the master report, reissued August 2016 and revised October 16, 2017. ESR-3375 I Most Widely Accepted and Trusted Page 8 of 11 ;ao°°oo0�000`'c00 0ov000v�oo"00u�po°o0o�0po�o >000000000oo00op 0°°000000°000°000000000 0000 000 0 0000°0 00°00°°00 0 000 0 Doo 000 0 0 00_moo no°00000 0000000 „00 „o0..�p00000 0 000 00 0° o°� 0° o°°o ° ° o0 c 0 0 >000poo 00po00/� 000000 00°00 0°0 , > 0c v,00°o0 °oo Interior Partition 0°oo0oc)o°0oo°0oo 00000 )00 0oo< Ogg()00o c Interior Finished Surface o°°p0000, (1/2-inch Sheetrock) )°°00°%c 00°00°° 0 0°000° 0°0 0 00000000 SUCRASEALL'0.5 or o 0000 Doc SES Foam 0.5 lb Spray 0 O��pO�pp O° O 00°0000°0 0; Exterior Sheathing 0 po 000 c o00o01 o0 0 SALTM 0.5 ABOVE GRADE WALL INSULATION SES 05-1 062914 SESES FOAM 0.5 LB SPRAY ESR-3375 I Most Widely Accepted and Trusted Page 9 of 11 0OO.cc4• `. Masonry Block •00 ,/ • 1 Interior Finish Surface (1/2-Inch Sheetrock) 411g0;.• _ ' 2•x 4•Studs ?,:".',' o•••' .'. ..: - S(1CRASEAL"0.5 or /� SES Foam 0.5 ib Spray 0 SUCRASEALTM 0.5 BELOW GRADE WALL INSULATION SES 05-2 062914 SES FOAM 0.5 LB SPRAY (Insulation on Interior Side of Wall) Bafflto provide ,,..,,,-------- ____;,-,- air /// ///n rpThermal tion and roof / Barrier*deck. -,-- (as required by local code) ///„iii ° OOu 0000000aopoo:,°000O0000o000°0000°o0oD000000000, �� OOo°OOoOOOoO O* O • O°O�OpOoO ilgiOOOOOOo• // /� I°off O O O°� O O°O• °Oe0 O O O O D 0 0 0 O O O O O 0 ooce°ooa SUCRASEALTM 0.5 or .0.00.0 °°°.° °`< SES Foam 0.5 lb Spray /4.46 4%/Lw.%/.%, ,2%///WAe Ze .46. eVYWV ZY i °°°°°D°00°°pc - 0000°OOOC 0000o0o0c °0°0°O°Ot °0000000 °0000000c 0000oOooc ° o ° o °0000000c 000000< Vented Soffit Doo°o°N 000°0°°0c 0000000c o°a00000< *Where attic entry is for the °0000000c °° D°O°< service of utilities only,thermal SES Foam 0.5 lb Spray °,°o °°< O°°°°°o and igniton barrier on the attic °O°o9o° °°°94C r side of the spray foam surface may be omitted. STM 0.5 VENTED ATTIC:FLOOR/SOFFIT SES 05-3 062914 SESES FOAM 0.5 0.5 LB SPRAY ESR-3375 I Most Widely Accepted and Trusted Page 10 of 11 Subfloor SUCRASEAL 0.5 or SES Foam 0.5 lb Spray 10 ogo�egg ggggggggggg aggo ti, ° ,. 0 -0000 Header 1 ge.g8ggggg;8g8�%g 11° Sill r *. Joist Floor Cross Section P••••4 �•��• 4 Thermal Barrier" ►'•-•-•'•' (as required by Exterior Grade 4..4 / / e•�•••�* local code) ••••♦ ►••,•,•••4 6"Min ►•• •4 •••••0•.•041 •••• 4 ►••••/ ••••• Footer---_,.... �•�•�•�•�� Vapor Barrier . ... • ▪ s :' , __ /\//\\///\\� *Where crawlspace entry is for the •`' • • C. service of utilities only,thermal • :;-: +• . / // // // and igniton barrier on the crawlspace side of the spray foam surface may be omitted. SUCRASE 0.5 0.5 SES FOAM 0.5 LB SPRAY CRAWLSPACE:VENTED SES 05-4 062914 Subfloor Header goggg ggggoo°i Sill :-.:-i:::: Joist ►i•••Agig% Thermal Barrier" • !- o g^8 (as required by Exterior Grade jj•-•-•-•1•0•0<> local code ►• •4 ^'g code) j/\\.\As///\/' �y4r 4 SUCRASEAL M 0.5 or --•'•-•�o gg: SES Foam 0.5 lb Spray ►•••••,•4°g°° • ►•••••1 °° ►••••••• e 6"Min Vapor Barrier Footer,,,,..... ..s m•... . •?'' // / // , *Where crawlspace entry is for the service of utilities only,thermal and igniton barrier on the crawlspace side of the spray foam surface may be omitted. SUCRASEAL 0.5 CRAWLSPACE:UNVENTED SES 05-5 062914 SES FOAM 0.5 LB SPRAY ESR-3375 I Most Widely Accepted and Trusted Page 11 of 11 Note:In cold climates,embed metal connector plates in spray foam to prevent winter-time condensation. / ,o SUCRASEALim 0.5 or °°° SES Foam 0.5 lb Spray /`' °°° O 0 • °pogo.\ Roof Sheathing oo.o°o `o op Truss Top Cord/ sago°° T // ° ° Rafter ,Logo°°° \\ _ °O°O -• °o° -nnnnnnnnnn nnnnnn{ i...... 1111111 o/11 gaimil Thermal Barrier* (as required by local code) Note:Local building code may require the use of a vapor retarder in cold climate zones. Where attic entry is for the Ceiling/Thermal Barrier service of utilities only,thermal as required by local building code. and igniton barrier on the attic side of the spray foam surface may be omitted. S0.5 UNVENTED ATTIC/INSULATED ROOF DECK SES 05-6 062914 SESES FOAM 0.5 0.5 LB SPRAY TM SUCRASEAL 0.5 or 100-SES Foam 0.5 lb Spray • • �0000• to specified thickness. O • O 0. 0 0 ) • , • Roof Sheathing O O O O O . 00000 '00000000 I •• O O Theral Barriercode.as Rafter 00••j requiredmby 1` Note:The local building code may require the installation of a vapor barrier in cold climate zones. S0.5 CATHEDRAL CEILING SES 05-7 062914 SESES FOAM 0.5 0.5 LB SPRAY OFFICE COPY7444PrIX FLORIDA PRODUCT APPROVAL GulfCoast SUPPLY & MANUFACTURING T 11111 LOKM WI! 'OOF PA OV ,....., OOD FLORIDA PRODUC A PP`Aw Ni: 11651.16 R2 Product Evaluation Report GULF COAST SUPPLY& MANUFACTURING, LLC. 26 Ga. GulfLokTM 16" Wide Roof Panel over 15/32" Plywood Florida Product Approval #11651.16 R2 Florida Building Code 2014 Per Rule 61 G20-3 Method: 1 -D Category: Roofing Subcategory: Metal Roofing Compliance Method: 61G20-3 005(1)(d) NON HVHZ Product Manufacturer: Gulf Coast Supply & Manufacturing, LLC. 0,0 1 1 1 1,,,, 14429 SW 2nd Place, Suite G30 •pPN1E S, Newberry, FL 32669 •' *; No. 75519 Engineer Evaluator: = * �. Dan Kuhn, P.E. #75519 '-53•• STATE OF : : Florida Evaluation ANE ID: 10743 Q �, • S;•.� ORtDP,•�� ''S/ONAL ENGo : Validator: Locke Bowden, P.E. #49704 0.6/30/Z015 9450 Alysbury Place Montgomery, AL 36117 Contents: Evaluation Report Pages 1 - 5 FL#11651.16 R2•JUNE 15,2015 PRODUCT EVALUATION REPORT IFoKUHN ENGINEERING, LLC 11670 ISLAND LAKES LANE, BOCA RATON, FL 33498 • FL COA#30464 • V.Ntirti\ ..,.:... .r k. x.. . -, FLORIDA PRODUCT APPROVAL GulfCoast SUPPLY & MANUFACTURING �, GLLOKM •A _ OOD FLORIDA PRODUCTA PP •VA' '`NO. 11651.16 R2 Compliance Statement: The product as described in this report has demonstrated compliance with the Florida Building Code 2014, Sections 1504.3.2. Product Description: GulfLokTM, 7/8" Nailstrip Roof Panel, Minimum 26 Ga. Steel, Maximum 16" Coverage, Roof panel restrained with fasteners into minimum 15/32" plywood decking. Non Structural application. Panel Material/Standards: Material: Minimum 26 Ga. Steel, ASTM A792 or ASTM A653 G90 conforming to Florida Building Code 2014 Section 1507.4.3. Paint Finish Optional Yield Strength: 50.0 ksi Corrosion Resistance: Panel Material shall comply with Florida Building Code 2014, Section 1507.4.3. Panel Dimension(s): Thickness: 0.018" Minimum Width: 16" Coverage Maximum J O B COPY �P Y Female Rib: '/8" Tall Male Rib: 3/a" Tall Rib with Slotted Strip Panel Seam: Snap Lock Panel Clip: 24 Ga. Zinc Aluminum Coated Steel, 24" Long. Used at Corner Zones only, where required design pressures exceed-121.75 psf. Panel Fastener: Through Panel Slot: (1) #10-12x1" Pancake Type A 3/4" Minimum Penetration through Plywood. Corrosion Resistance: Per Florida Building Code 2014, Section 1506.6, 1507.4.4 Substrate Description: Minimum 15/32" thick, APA Rated plywood .ver supports at maximum 24" O.C. Design of plywood and plywood Supp• s are .outside the scope of this evaluation. Must be designed in accordance w/ orida Buils ng Code 2014. Design Uplift Pressures: Table "A" Maximum Design Prz-MTIMIIIMMI Maximum Design Pressures . -63.5 psf 1 -121.75 psf -161 psf Sealant No An Yes No *Design Pressure includes a Safety actor=2.0. FL# 11651 16 R2•JUNE 15,2015 PRODUCT EVALUATION REPORT KUHN ENGINEERING, LLC 11670 ISLAND LAKES LANE. BOCA RATON, FL 33498 • FL COA Fr30464 ii r'44111FICX, FLORIDA PRODUCT APPROVAL GulfCoast ,_ .., ._.„.....,. ._ ......_, 4111 LO SUPPLY & MANUFACTURING 11 . KTM - IDE ROOF PA - OV ' - - .. ,` ' OOD FLORIDA PRODUCT'A • i".`ii v •' ' NO.- 11651.16 R2 ,-v -` . Code Compliance: The product described herein has demonstrated compliance with the Florida Building Code 2014, Sections 1504.3.2. Evaluation Report Scope: The product evaluation is limited to compliance with the structural wind load requirements of the Florida Building Code 2014, as relates to Rule 61G20-3. Performance Standards: The product described herein has demonstrated compliance with: • UL 580-06-Test for Uplift Resistance of Roof Assemblies • UL 1897-04- Uplift Test for Roof Covering Systems. Reference Data: 1. UL 580-94/ 1897-98 Uplift Test Force Engineering &Testing, Inc. (FBC Organization #TST-5328) Report No. 117-0301T-10A-C, Dated 07/26/2013 2. TAS 125 Architectural Testing, Inc. (FBC Organization #TST-1527) Report No. B9000.01-450-18, Dated 12/122012 . COPY 3. Certificate of Independence By Dan Kuhn, P.E. (FL# 75519) Q Kuhn Engineering, LLC (FBC Organization #ANE ID: 10743) Test Standard Equivalence: 1. The UL 580-94 test standard is equivalent to the UL 580-06 test standard. 2. The UL 1897-98 test standard is equivalent to the UL 1897-04 test standard. Quality Assurance Entity: The manufacturer has established compliance of roof panel products in accordance with the Florida Building Code and Rule 61 G20-3.005(3)for manufacturing under a quality assurance program audited by an approved quality assurance entity. Minimum Slope Range: Minimum Slope shall comply with Florida Building Code 2014, including Section 1507.4.2 and in accordance with Manufacturers recommendations. Installation: Install per Manufacturer's recommended details. Underlayment: Shall comply with Florida Building Code 2014 section 1507.4.5.1 and 1507.4.5.2. Roof Panel Fire Classification: Fire classification is not part of this acceptance. Shear Diaphragm: Shear Diaphragm values are outside the scope of this report. FL#11651.16 R2•JUNE 15,2015 PRODUCT EVALUATION REPORT KUHN ENGINEERING, LLC 11670 ISLAND LAKES LANE, BOCA RATON, FL 33498 • FL COA #30464 A 7'44411111C:\ j FLORIDA PRODUCT APPROVAL Gulf Coast ' .., SUPPLY & MANUFACTURING TM L All ,6" WIDE ROOF PA T:civ ,,. • ' ` ': OOD FLORIDA PRODU .-m-° ip-v ,.' N6 . 11651.16 R2, Design Procedure: For roofs within the parameters listed on the load table, fastening pattern must at a minimum meet those listed for the applicable wind zone. For all roofs outside the parameters listed on the load table, design wind loads shall be determined for each project in accordance with FBC 2014 Section 1609 or ASCE 7-10 using allowable stress design. The maximum fastener spacing listed herein shall not be exceeded. This evaluation report is not applicable in High Velocity Hurricane Zone. Refer to current NOA or HVHZ evaluation report for use of this product in High Velocity Hurricane Zone. JOB COPY FL#11651.16 R2•JUNE 15,2015 PRODUCT EVALUATION REPORT JKUHN ENGINEERING, LLC 11670 ISLAND LAKES LANE, BOCA RATON,FL 33498 • FL COA#30464 7q411111111rX ENGINEER'S LOAD TABLE SPEC Gulf Coast SUPPLY & MANUFACTURING IIIL GUL ' LOKM OOD FLORIDA PRODUCT APPROVAL NO. 11651.16 R2 ENGINEER LOAD TABLE: 26 Ga. GulfLokTM 16"Wide Roof Panel over 15/32" Plywood Buildings having a Roof Mean Height< 20'-0"; Roof Slope: 2"/12" - 12"/12" Gable or Hip Roof; Wind Speeds 120- 180mph, Exposure C, Risk Category II, Enclosed Building,based on Florida Building Code 2014. 120 130 140 150 160 170 180 WIIND FASTENER SUBSTRATE SPEED (MIN.1/4" (MIN.15/32") ON CENTER ON CENTER ON CENTER ON CENTER ON CENTER ON CENTER ON CENTER Penetration) SPACING SPACING SPACING SPACING SPACING SPACING SPACING CDX ZONE 2 (1)#10-12x1" PLYWOOD ASSEMBLY A ASSEMBLY A ASSEMBLY A ASSEMBLY A ASSEMBLY A ASSEMBLY B ASSEMBLY B 1.)PANEL DESCRIPTION: GULFLOKTM, MIN. 26 GA, 7/8" RIB, 16" MAXIMUM COVERAGE, SNAP SEAM. 2.) PANEL FASTENER:THROUGH PANEL SLOT: (1)#10-12X1" PANCAKE TYPE A, 1/4" MIN. PENETRATION THROUGH PLYWOOD. 3.) MAXIMUM ALLOWABLE PANEL UPLIFT PRESSURE:-63.5 PSF AT 51/8"O.C.ASSEMBLY A, -121.75 PSF AT 51/8"O.C.WITH SEALANT ASSEMBLY B, -161 PSF AT 51/8"O.C.WITH CLIP ASSEMBLY C. PRESSURE BASED ON UL 580/UL 1897 TESTING BY FORCE ENGINEERING & TESTING. 4.)PLYWOOD DECKING: MIN.15/32" THICK,APA RATED PLYWOOD, GRADE C-D. MUST BE DESIGNED IN ACCORDANCE WITH FBC 2014 5.) LOAD TABLE BASED ON WIND PRESSURES CALCULATED PER ASCE 7-10(KD=0.85)MULTIPLIED BY 0.6 PER FLORIDA BUILDING CODE 2014 Note: Dimension(a)is defined as 10% of the minimum width of the building or .ZONE 2 HIP ROOF ZONE 3 'a 40%of the mean height of the roof,whichever is smaller,however,(a)cannot be —a less than either 4%of the minimum width of the building or 3 feet. ASSEMBLY A —RIDGE i �•� 1 1 16"COVERAGE U ZONE 1 \\ • (1)#10-12 X 1'TYPE A PANCAKE SPACING:SEE UPLIFT TABLE —EAVE ASSEMBLY B ZONE 2GABLE ROOF a 1/4"-5/16'DIAMETER BEAD OF TITEBOND SEALANT (1)#10-12 X 1"TYPE A PANCAKE ,—RIDGE SPACING:SEE UPLIFT TABLE ',a ASSEMBLY C W/CLIP GuI1Lok"CLIP 24 GA. \ ZONE 1 i\�\ ..,--\ (1)#10-12 X 1"TYPE A PANCAKE SPACING:SEE UPLIFT TABLE N.ZONE 3 EAVE FL#11651.16 R2•JUNE 15,2015 PRODUCT EVALUATION REPORT JFo KUHN ENGINEERING, LLC 11670 ISLAND LAKES LANE, BOCA RATON, FL 33498 • FL COA#30464 FORM R405-2017 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: RIVER4641 Builder Name: Street: 5)40 Q-j'tarct►L .1je 4 u'1 Permit Office: City of Atlantic Beach City,State,Zip: Atlantic Beach, FL, Permit Number: Owner: Rummans Residence Jurisdiction: 261100 Design Location: FL,Jacksonville County: Duval(Florida Climate Zone 2) 1. New construction or existing New(From Plans) 9. Wall Types(4572.3 sgft.) Insulation Area 2. Single family or multiple family Single-family a.Frame-Wood,Exterior R=19.0 4274.80 ft2 b. Frame-Wood,Adjacent R=13.0 217.50 ft2 3. Number of units,if multiple family 1 c. Frame-Wood,Adjacent R=19.0 80.00 ft2 4. Number of Bedrooms 4 d. N/A R= ft2 5. Is this a worst case? No 10.Ceiling Types (3160.9 sgft.) Insulation Area a.Roof Deck(Unvented) R=22.0 3018.00 ft2 6. Conditioned floor area above grade(ft2) 4641 b.Knee Wall(Unvented) R=0.0 142.90 ft2 Conditioned floor area below grade(ft2) 0 c. N/A R= ft2 11. Ducts R ft2 7. Windows(822.8 sgft.) Description Area a.Sup:Attic, Ret:Attic,AH:Attic 6 309.4 a. U-Factor: Dbl,U=0.35 822.83 ft2 b.Sup: Attic, Ret:Attic,AH:Attic 6 309.4 SHGC: SHGC=0.22 c.Sup:Attic, Ret:Attic,AH:Attic 6 309.4 b. U-Factor: N/A ft2 12.Cooling systems kBtu/hr Efficiency SHGC: a.Central Unit 24.0 SEER:14.00 b.Central Unit 36.0 SEER:14.00 c. U-Factor: N/A ft2 c.Central Unit 30.0 SEER:14.00 SHGC: 13. Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft2 a. Electric Heat Pump 24.0 HSPF:8.20 SHGC: b. Electric Heat Pump 36.0 HSPF:8.20 Area Weighted Average Overhang Depth: 8.371 ft. c. Electric Heat Pump 30.0 HSPF:8.20 Area Weighted Average SHGC: 0.220 14. Hot water systems 8. Floor Types (4641.0 sgft.) Insulation Area a.Natural Gas Tankless Cap: 1 gallons EF:0.860 a.Slab-On-Grade Edge Insulation R=0.0 3018.00 ft2 b. Conservation features b.Floor Over Other Space R=0.0 1623.00 ft2 None c. N/A R= ft2 15.Credits Pstat Glass/Floor Area: 0.177 Total Proposed Modified Loads: 105.05 PASS Total Baseline Loads: 114.90 I hereby certify that the plans and specifications covered by Review of the plans and ,••''D��KE S_T•q?F... this calculation are in compliance with the Florida Energy specifications covered by this �.. "i : - O °; Digitally signed by Douglas R.Sticklez ,t�... `'GJ•,. = `�.. '. Code. calculation indicates compliance �,, - . , \. DN:cn=Douglas R.Sticklez,c=US, :' / i; �•, Douglas R.Stickles o acMastetzrlvnC.Inc. with the Florida Energy Code. I co:. ,,, '' '_:<,.,,.. ,;.O PREPARED BY: Date:2018.07.1809:23:50-04'00' Before construction is completed � � �° DATE: this building will be inspected for `._ t',)' •'a compliance with Section 553.908 , '• P I herebycertifythat this building, as designed, is in compliance Florida Statutes. with the Florida Energy ode. g p • COD yp�O.- .'' OWNER/AGENT: lltr:F �1 `- �l Lin Bi&& BUILDING OFFICIAL: / DATE - -- `� _ DATE: - / I r- - Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory-sealed in accordance with R403.3.2.1. -Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and this project requires an envelope leakage test report with envelope leakage no greater than 7.00 ACH50 (R402.4.1.2). 7/16/2018 11:21 AM EnergyGauge®USA Section R405.4.1 Compliant Software Page 1 of 6 FORM R405-2017 INPUT SUMMARY CHECKLIST REPORT PROJECT Title: RIVER4641 Bedrooms: 4 Address Type: Lot Information Building Type: User Conditioned Area: 4641 Lot# 23 Owner Name: Rummans Residence Total Stories: 2 Block/Subdivision: Atlantic Bch CC #of Units: 1 Worst Case: No PlatBook: Builder Name: Rotate Angle: 0 Street: Permit Office: City of Atlantic Beach Cross Ventilation: County: Duval Jurisdiction: 261100 Whole House Fan: City,State,Zip: Atlantic Beach , Family Type: Single-family FL, New/Existing: New(From Plans) Comment: CLIMATE V Design Temp Int Design Temp Heating Design Daily Temp 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 1030 10300 2 Block2 1988 19880 3 Block3 1623 14607 SPACES Number Name Area Volume Kitchen Occupants Bedrooms Infil ID Finished Cooled Heated 1 Owner Exercise 1030 10300 No 2 1 1 Yes Yes Yes 2 1st Fir Main 1988 19880 Yes 2 0 1 Yes Yes Yes 3 2nd Floor 1623 14607 No 3 3 1 Yes Yes Yes FLOORS A/ # Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet 1 Slab-On-Grade Edge Insulatio Owner Exercise 129.9 ft 0 1030 ft2 ____ 0.4 0 0.6 2 Slab-On-Grade Edge lnsulatio 1st FIr Main 176.3 ft 0 1988 ft2 ___ 1 0 0 3 Floor Over Other Space 2nd Floor ____ ____ 181 ft2 0 0.4 0 0.6 4 Floor Over Other Space 2nd Floor ____ ____ 1442 ft2 0 0.35 0 0.65 ROOF Roof Gable Roof Solar SA Emitt Emitt Deck Pitch V # Type Materials Area Area Color Absor. Tested Tested Insul. (deg) 1 Hip Metal 3496 ft2 0 ft2 Medium 0.4 No 0.4 No 22 30.3 ATTIC V # Type Ventilation Vent Ratio(1 in) Area RBS IRCC 1 Full attic Unvented 0 3018 ft2 N N 7/16/2018 11:21 AM EnergyGauge®USA Section R405.4.1 Compliant Software Page 2 of 6 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) Owner Exercise 0 Blown 849 ft2 0.11 Wood 2 Under Attic(Unvented) 1st Fir Main 0 Blown 546 ft2 0.11 Wood 3 Knee Wall(Unvented) 1st Fir Main 0 Blown 68.6 ft2 0.11 Wood 4 Under Attic(Unvented) 2nd Floor 0 Blown 1623 ft2 0.11 Wood 5 Knee Wall(Unvented) 2nd Floor 0 Blown 74.3 ft2 0.11 Wood WALLS Adjacent Cavity Width Height Sheathing Framing Solar Below # Ornt To Wall Type Space R-Value Ft In Ft In Area R-Value Fraction Absor Grade% 1 NE Exterior Frame-Wood Owner Exerci 19 16 9 10 167.5 ft2 0.23 0.75 0 2 SE Exterior Frame-Wood Owner Exerci 19 13 6 10 135.0 ft2 0.23 0.75 0 3 E Exterior Frame-Wood Owner Exerci 19 10 10 100.0 ft2 0.23 0.75 0 4 N Exterior Frame-Wood Owner Exerci 19 4 9 10 47.5 ft2 0.23 0.75 0 5 E Exterior Frame-Wood Owner Exerci 19 12 6 10 125.0 ft2 0.23 0.75 0 6 SW Exterior Frame-Wood Owner Exerci 19 17 10 170.0 ft2 0.23 0.75 0 7 NW Exterior Frame-Wood Owner Exerci 19 12 9 10 127.5 ft2 0.23 0.75 0 8 SW Exterior Frame-Wood Owner Exerci 19 6 6 10 65.0 ft2 0.23 0.75 0 9 NW Exterior Frame-Wood Owner Exerci 19 11 6 10 115.0 ft2 0.23 0.75 0 10 NE Exterior Frame-Wood Owner Exerci 19 6 6 10 65.0 ft2 0.23 0.75 0 11 NW Exterior Frame-Wood Owner Exerci 19 18 10 180.0 ft2 0.23 0.75 0 12 E Exterior Frame-Wood 1st Fir Main 19 23 10 230.0 ft2 0.23 0.75 0 13 N Exterior Frame-Wood 1st Fir Main 19 5 6 10 55.0 ft2 0.23 0.75 0 14 E Exterior Frame-Wood 1st Fir Main 19 12 9 10 127.5 ft2 0.23 0.75 0 15 S Exterior Frame-Wood 1st Fir Main 19 5 6 10 55.0 ft2 0.23 0.75 0 16 E Exterior Frame-Wood 1st Fir Main 19 1 6 10 15.0 ft2 0.23 0.75 0 17 S Exterior Frame-Wood 1st Fir Main 19 12 10 120.0 ft2 0.23 0.75 0 18 E Exterior Frame-Wood 1st Fir Main 19 6 10 60.0 ft2 0.23 0.75 0 19 S Exterior Frame-Wood 1st Fir Main 19 5 6 10 55.0 ft2 0.23 0.75 0 20 SE Exterior Frame-Wood 1st Fir Main 19 8 3 10 82.5 ft2 0.23 0.75 0 21 SW Garage Frame-Wood 1st Fir Main 13 21 9 10 217.5 ft2 0.23 0.01 0 22 SW Garage Frame-Wood 1st Fir Main 19 8 10 80.0 ft2 0.23 0.01 0 23 NW Exterior Frame-Wood 1st Fir Main 19 11 10 110.0 ft2 0.23 0.75 0 24 S Exterior Frame-Wood 1st Fir Main 19 3 3 10 32.5 ft2 0.23 0.75 0 25 W Exterior Frame-Wood 1st Fir Main 19 3 9 10 37.5 ft2 0.23 0.75 0 26 S Exterior Frame-Wood 1st Fir Main 19 2 10 20.0 ft2 0.23 0.75 0 27 W Exterior Frame-Wood 1st Fir Main 19 7 6 10 47.8 ft2 0.23 0.75 0 28 N Exterior Frame-Wood 1st Fir Main 19 2 10 20.0 ft2 0.23 0.75 0 29 W Exterior Frame-Wood 1st Fir Main 19 3 9 10 37.5 ft2 0.23 0.75 0 30 W Exterior Frame-Wood 1st Fir Main 19 7 3 11 9 85.2 ft2 0.23 0.75 0 31 W Exterior Frame-Wood 1st Fir Main 19 3 9 10 37.5 ft2 0.23 0.75 0 32 S Exterior Frame-Wood 1st Fir Main 19 2 10 20.0 ft2 0.23 0.75 0 33 W Exterior Frame-Wood 1st Fir Main 19 7 6 10 75.0 ft2 0.23 0.75 0 34 N Exterior Frame-Wood 1st Fir Main 19 2 10 20.0 ft2 0.23 0.75 0 35 W Exterior Frame-Wood 1st Fir Main 19 3 9 10 37.5 ft2 0.23 0.75 0 7/16/2018 11:21 AM EnergyGauge®USA Section R405.4.1 Compliant Software Page 3 of 6 FORM R405-2017 INPUT SUMMARY CHECKLIST REPORT WALLS Adjacent Cavity Width Height Sheathing Framing Solar Below V# Ornt _To Wall Type- Space R-Value Ft In Ft In Area R-value Fraction Absor Grade% 36 N Exterior Frame-Wood 1st FIr Main 19 6 10 60.0 ft2 0.23 0.75 0 37 E Exterior Frame-Wood 2nd Floor 19 10 9 90.0 ft2 0.23 0.75 0 38 E Exterior Frame-Wood 2nd Floor 19 6 5 6 33.0 ft2 0.23 0.75 0 39 E Exterior Frame-Wood 2nd Floor 19 23 9 207.0 ft2 0.23 0.75 0 40 N Exterior Frame-Wood 2nd Floor 19 2 9 18.0 ft2 0.23 0.75 0 41 E Exterior Frame-Wood 2nd Floor 19 7 6 9 67.5 ft2 0.23 0.75 0 42 S Exterior Frame-Wood 2nd Floor 19 2 9 18.0 ft2 0.23 0.75 0 43 E Exterior Frame-Wood 2nd Floor 19 3 9 27.0 ft2 0.23 0.75 0 44 S Exterior Frame-Wood 2nd Floor 19 28 9 252.0 ft2 0.23 0.75 0 45 W Exterior Frame-Wood 2nd Floor 19 12 9 9 114.8 ft2 0.23 0.75 0 46 S Exterior Frame-Wood 2nd Floor 19 10 6 9 94.5 ft2 0.23 0.75 0 47 W Exterior Frame-Wood 2nd Floor 19 19 9 171.0 ft2 0.23 0.75 0 48 W Exterior Frame-Wood 2nd Floor 19 17 9 6 106.5 ft2 0.23 0.75 0 49 N Exterior Frame-Wood 2nd Floor 19 37 6 9 337.5 ft2 0.23 0.75 0 DOORS V # Ornt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 W Insulated 1st FIr Main None .46 6 8 48 ft2 2 SW Insulated 1st FIr Main None .46 3 8 24 ft2 WINDOWS Orientation shown is the entered, Proposed orientation. / Wall Overhang Ornt ID Frame Panes NFRC U-Factor SHGC Imp Area Depth Separation Int Shade Screening 1 NE 1 Vinyl Low-E Double Yes 0.35 0.22 N 96.0 ft2 9 ft 4 in 1 ft 0 in Drapes/blinds Exterior 5 2 SE 2 Vinyl Low-E Double Yes 0.35 0.22 N 14.7 ft2 2 ft 0 in 1 ft 0 in Drapes/blinds Exterior 5 3 E 3 Vinyl Low-E Double Yes 0.35 0.22 N 24.0 ft2 2 ft 0 in 1 ft 0 in Drapes/blinds Exterior 5 4 E 5 Vinyl Low-E Double Yes 0.35 0.22 N 45.0 ft2 13 ft 9 in 1 ft 0 in Drapes/blinds Exterior 5 5 SW 6 Vinyl Low-E Double Yes 0.35 0.22 N 22.5 ft2 2 ft 0 in 1 ft 0 in Drapes/blinds Exterior 5 6 NW 7 Vinyl Low-E Double Yes 0.35 0.22 N 6.0 ft2 2 ft 0 in 1 ft 0 in Drapes/blinds Exterior 5 7 NW 9 Vinyl Low-E Double Yes 0.35 0.22 N 6.0 ft2 2 ft 0 in 1 ft 0 in Drapes/blinds Exterior 5 8 NW 11 Vinyl Low-E Double Yes 0.35 0.22 N 29.3 ft2 2 ft 0 in 1 ft 0 in Drapes/blinds Exterior 5 9 E 12 Vinyl Low-E Double Yes 0.35 0.22 N 128.0 ft2 13 ft 8 in 1 ft 0 in Drapes/blinds Exterior 5 10 N 13 Vinyl Low-E Double Yes 0.35 0.22 N 18.0 ft2 36 ft 0 in 1 ft 0 in Drapes/blinds Exterior 5 11 E 14 Vinyl Low-E Double Yes 0.35 0.22 N 48.0 ft2 8 ft 0 in 1 ft 0 in Drapes/blinds Exterior 5 12 S 15 Vinyl Low-E Double Yes 0.35 0.22 N 18.0 ft2 2 ft 0 in 1 ft 0 in Drapes/blinds Exterior 5 13 NW 23 Vinyl Low-E Double Yes 0.35 0.22 N 22.5 ft2 2 ft 0 in 1 ft 0 in Drapes/blinds Exterior 5 14 W 27 Vinyl Low-E Double Yes 0.35 0.22 N 29.3 ft2 8 ft 8 in 1 ft 0 in Drapes/blinds Exterior 5 15 W 33 Vinyl Low-E Double Yes 0.35 0.22 N 29.3 ft2 8 ft 8 in 1 ft 0 in Drapes/blinds Exterior 5 16 E 37 Vinyl Low-E Double Yes 0.35 0.22 N 6.0 ft2 2 ft 0 in 1 ft 0 in Drapes/blinds Exterior 5 17 E 37 Vinyl Low-E Double Yes 0.35 0.22 N 22.5 ft2 2 ft 0 in 1 ft 0 in Drapes/blinds Exterior 5 18 E 39 Vinyl Low-E Double Yes 0.35 0.22 N 21.0 ft2 13 ft 8 in 1 ft 0 in Drapes/blinds Exterior 5 19 E 39 Vinyl Low-E Double Yes 0.35 0.22 N 84.0 ft2 13 ft 8 in 1 ft 0 in Drapes/blinds Exterior 5 7/16/2018 11:21 AM EnergyGauge®USA Section R405.4.1 Compliant Software Page 4 of 6 FORM R405-2017 INPUT SUMMARY CHECKLIST REPORT WINDOWS Orientation shown is the entered, Proposed orientation. Wall Overhang V # Omt ID Frame Panes NFRC U-Factor SHGC Imp Area Depth Separation Int Shade Screening 20 E 41 Vinyl Low-E Double Yes 0.35 0.22 N 26.7 ftz 2 ft 0 in 1 ft 0 in Drapes/blinds Exterior 5 21 S 44 Vinyl Low-E Double Yes 0.35 0.22 N 15.0 ft2 2 ft 0 in 1 ft 0 in Drapes/blinds Exterior 5 22 S 44 Vinyl Low-E Double Yes 0.35 0.22 N 6.0 ft2 2 ft 0 in 1 ft 0 in Drapes/blinds Exterior 5 23 S 46 Vinyl Low-E Double Yes 0.35 0.22 N 15.0 ft2 2 ft 0 in 1 ft 0 in Drapes/blinds Exterior 5 24 W 47 Vinyl Low-E Double Yes 0.35 0.22 N 30.0 ft2 2 ft 0 in 1 ft 0 in Drapes/blinds Exterior 5 _ 25 W 48 Vinyl Low-E Double Yes 0.35 0.22 N 45.0 ft2 2 ft 0 in 1 ft 0 in Drapes/blinds Exterior 5 26 N 49 Vinyl Low-E Double Yes 0.35 0.22 N 15.0 ft2 2 ft 0 in 1 ft 0 in Drapes/blinds Exterior 5 GARAGE V # Floor Area Ceiling Area Exposed Wall Perimeter Avg.Wall Height Exposed Wall Insulation 1 831 ft2 831 fF 99.4 ft 10 ft 1 INFILTRATION # Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) .000429 5225.1 286.85 539.47 .4272 7 HEATING SYSTEM V # System Type Subtype Efficiency Capacity _ Block Ducts 1 Electric Heat Pump/ Split HSPF:8.2 24 kBtu/hr 1 sys#1 2 Electric Heat Pump/ Split HSPF:8.2 36 kBtu/hr 2 sys#2 3 Electric Heat Pump/ Split HSPF:8.2 30 kBtu/hr 3 sys#3 COOLING SYSTEM V # System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit/ Split SEER: 14 24 kBtu/hr 720 cfm 0.75 1 sys#1 2 Central Unit/ Split SEER: 14 36 kBtu/hr 1080 cfm 0.75 2 sys#2 3 Central Unit/ Split SEER: 14 30 kBtu/hr 900 cfm 0.75 3 sys#3 HOT WATER SYSTEM V _ # System Type SubType Location EF Cap Use SetPnt Conservation 1 Natural Gas Tankless Exterior 0.86 1 gal 70 gal 120 deg None SOLAR HOT WATER SYSTEM V FSEC Collector Storage Cert # Company Name System Model# Collector Model# Area Volume FEF None None ft2 7/16/2018 11:21 AM EnergyGauge®USA Section R405.4.1 Compliant Software Page 5 of 6 FORM R405-2017 INPUT SUMMARY CHECKLIST REPORT DUCTS ----Supply---- Return--- Air CFM 25 CFM25 HVAC# V # Location R-Value Area Location Area Leakage Type Handler TOT OUT QN RLF Heat Cool 1 Attic 6 309.4 ft Attic 77.35 ft Default Leakage Attic (Default) (Default) 1 1 2 Attic 6 309.4 ft Attic 77.35 ft Default Leakage Attic (Default) (Default) 2 2 3 Attic 6 309.4 ft Attic 77.35 ft Default Leakage Attic (Default) (Default) 3 3 TEMPERATURES Programable Thermostat:Y Ceiling Fans: Coolingr Jan Feb ixl Mar A r [ ]Ma [X]Jun X Jul rX]Au (X]Se Oct Nov DecHeatinX}Jan :X' FebMar AprMaJunl JulAuSepOctNovDecVentin [[[[ ]Jan Feb XMar X Apr [ ]May [ ]Jun [ Jul [[[ ]Aug [ ]Sep X Oct X Nov Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling(WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling(WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating(WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 .68 66 66 Heating(WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 MASS Mass Type Area Thickness Furniture Fraction Space Default(8 lbs/sq.ft. 0 ft2 0 ft 0.3 Owner Exercise Default(8 lbs/sq.ft. 0 ft2 0 ft 0.3 1st Fir Main Default(8 lbs/sq.ft. 0 ft2 0 ft 0.3 2nd Floor Name: Signature: Rating Compant: Date: 7/16/2018 11:21 AM EnergyGauge®USA Section R405.4.1 Compliant Software Page 6 of 6 2017 EPL DISPLAY CARD ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 91 The lower the Energy Performance Index, the more efficient the home. 1. New home or, addition 1. New(From Plans) 12. Ducts, location &insulation level a)Supply ducts R 6.0 2. Single-family or multiple-family 2. Single-family b) Return ducts R 6.0 c)AHU location Attic/Attic 3. No. of units (if multiple-family) 3. 1 4. Number of bedrooms 4. 4 13.Cooling system: Capacity 90.0 a) Split system SEER 14.0 5. Is this a worst case? (yes/no) 5. No b) Single package SEER c) Ground/water source SEER/COP 6. Conditioned floor area(sq.ft.) 6. 4641 d) Room unit/PTAC EER e) Other 7.Windows,type and area a) U-factor:(weighted average) 7a. 0.350 b) Solar Heat Gain Coefficient(SHGC) 7b. 0.220 14. Heating system: Capacity 90.0 c)Area 7c. 822.8 a) Split system heat pump HSPF 8.2 b) Single package heat pump HSPF 8. Skylights c) Electric resistance COP a) U-factor:(weighted average) 8a. NA d) Gas furnace, natural gas AFUE b) Solar Heat Gain Coefficient(SHGC) 8b. NA e) Gas furnace, LPG AFUE f) Other 9. Floor type, insulation level: a) Slab-on-grade (R-value) 9a. 0.0 b)Wood, raised (R-value) 9b. 15.Water heating system c) Concrete, raised(R-value) 9c. a) Electric resistance EF b) Gas fired, natural gas EF 0.86 10.Wall type and insulation: c) Gas fired, LPG EF A. Exterior: d) Solar system with tank EF 1. Wood frame(Insulation R-value) 10A1. 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.varies 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 11c. 0.0 d) Multizone cooling credit d) Radiant barrier installed 11d. No e) Multizone heating credit f) Programmable thermostat Yes `Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. I certify that this home has complied with the Florida Building Code, Energy Conservation,through the above energy saving features which will be installed (or exceeded) in this home before final inspection.Otherwise, a new EPL display card will be completed based on installed code compliant features. Builder Signature: Date: F1)le I( X Address of New Home: :_.c 10 Ca� L + eA�In C City/FL Zip: Atlantic Beach, FL 7/16/2018 11:21:18 AM EnergyGauge®USA 6.0.02-FlaRes2017 FBC 6th Edition(2017)Compliant Software Page 1 of 1 Florida Building Code, Energy Conservation, 6th Edition (2017) Mandatory Requirements for Residential Performance, Prescriptive and ERI Methods ADDRESS: Permit Number. Atlantic Beach, FL, 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. ElR402.4 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. LI R402.4.1 Building thermal enveld ie.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. LI R402.4.1.1 Installation The components of the building thermal envelope as listed in Table R402.4.1.1 shall be installed in accordance with the manufacturer's instructions and the criteria listed in Table R402.4.1.1,as applicable to the method of construction.Where required by the code official,an approved third party shall inspect all components and verify compliance. ❑ R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate not exceeding seven air changes per hour in Climate Zones 1 and 2,and three air changes per hour in Climate Zones 3 through 8.Testing shall be conducted in accordance with ANSI/RESNET/ICC 380 and reported at a pressure of 0.2 inch w.g.(50 pascals).Testing shall be conducted by either individuals as defined in Section 553.993(5)or(7),Florida Statutes,or individuals licensed as set forth in Section 489.105(3)(f),(g)or(i)or an approved third party.A written report of the results of the test shall be signed by the party conducting the test and provided to the code official.Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. Exception: Testing is not required for additions,alterations,renovations,or repairs,of the building thermal envelope of existing buildings in which the new construction is less than 85 percent of the building thermal envelope. During testing: 1. Exterior windows and doors,fireplace and stove doors shall be closed,but not sealed,beyond the intended weatherstripping or other infiltration control measures. 2. Dampers including exhaust,intake,makeup air,backdraft and flue dampers shall be closed,but not sealed beyond intended infiltration control measures. 3. Interior doors, if installed at the time of the test,shall be open. 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed. 5. Heating and cooling systems,if installed at the time of the test,shall be turned off. 6.Supply and return registers,if installed at the time of the test,shall be fully open. ❑ R402.4.2 Fireplaces. New wood-burning fireplaces shall have tight-fitting flue dampers or doors,and outdoor combustion air.Where using tight-fitting doors on factory-built fireplaces listed and labeled in accordance with UL 127,the doors shall be tested and listed for the fireplace.Where using tight-fitting doors on masonry fireplaces,the doors shall be listed and labeled in accordance with UL 907. ❑ R402.4.3 Fenestration air Ieakagc,+Nindows,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 L/s/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. 7/16/2018 11:27 AM EnergyGauge®USA -FBC 6th Edition(2017) Compliant Software Page 1 of 5 MANDATORY REQUIREMENTS - (Continued) flR402.4.4 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. ElR402.4.5 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 L/s)when tested in accordance with ASTM E283 at a 1.57 psf(75 Pa)pressure differential.All recessed luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. SECTION R403 SYSTEMS R403.1 Controls. ❑ R403.1.1 Thermostat provision(Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. • R403.1.3 Heat pump supplementary heat(Mandatory). Heat pumps having supplementary electric-resistance heat shall have controls that,except during defrost,prevent supplemental heat operation when the heat pump compressor can meet the heating load. ❑ R403.3.2 Sealing(Mandatory) All ducts,air handlers,filter boxes and building cavities that form the primary air containment passageways for air distribution systems shall be considered ducts or plenum chambers,shall be constructed and sealed in accordance with Section C403.2.9.2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria below. Duct tightness shall be verified by testing in accordance with ANSI/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 manufacturer's air handler enclosure if installed at the time of the test.All registers shall be taped or otherwise sealed during the test. 2. Postconstruction test:Total leakage shall be measured with a pressure differential of 0.1 inch w.g.(25 Pa)across the entire system,including the manufacturer's air handler enclosure. Registers shall be taped or otherwise sealed during the test. Exceptions: 1. A duct air leakage test shall not be required where the ducts and air handlers are located entirely within the building thermal envelope. 2. Duct testing is not mandatory for buildings complying by Section 405 of this code. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. ❑R403.3.5 Building cavities(Mandatory). Building framing cavities shall not be used as ducts or plenums. ❑R403.4 Mechanical system piping insulation(Mandatory). Mechanical system piping capable of carrying fluids above 105°F(41°C) or below 55°F(13°C)shall be insulated to a minimum of R-3. R403.4.1 Protection of piping insulation. Piping insulation exposed to weather shall be protected from damage,including that caused by sunlight,moisture,equipment maintenance and wind,and shall provide shielding from solar radiation that can cause degradation of the material.Adhesive tape shall not be permitted. ❑ R403.5.1 Heated water circulation and temperature maintenance systems(Mandatory)Heated water circulation systems shall be in accordance with Section R403.5.1.1. Heat trace temperature maintenance systems shall be in accordance with Section R403.5.1.2. Automatic controls,temperature sensors and pumps shall be accessible. Manual controls shall be readily accessible. 1:1R403.5.1.1 Circulation systems. Heated water circulation systems shall be provided with a circulation pump.The system return pipe shall be a dedicated return pipe or a cold water supply pipe.Gravity and thermosiphon circulation systems shall be prohibited. Controls for circulating hot water system pumps shall start the pump based on the identification of a demand for hot water within the occupancy.The controls shall automatically tum off the pump when the water in the circulation loop is at the desired temperature and when there is no demand for hot water. ❑ 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. 7/16/2018 11:27 AM EnergyGauge®USA -FBC 6th Edition(2017)Compliant Software Page 2 of 5 MANDATORY REQUIREMENTS - (Continued) ▪ R403.5.5 Heat traps(Mandatory). Storage water heaters not equipped with integral heat traps and having vertical pipe risers shall have heat traps installed on both the inlets and outlets.External heat traps shall consist of either a commercially available heat trap or a downward and upward bend of at least 3'A 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 7/16/2018 11:27 AM EnergyGauge®USA -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. ❑ 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. nh requirements calculated according to the procedureElectric selectedresistain Sectioncefurnaces R403s.7.1.allbe sized within 4 kW of the design ❑ R403.7.1.2.3 Fossil fuel heating equipment. The capacity of fossil fuel heating equipment with natural draft atmospheric burners shall not be less than the design load calculated in accordance with Section R403.7.1. ❑ R403.7.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment capacity on an intermittent basis,such as anticipated additional loads caused by major entertainment events,shall have equipment sized or controlled to prevent continuous space cooling or heating within that space by one or more of the following options: 1. A separate cooling or heating system is utilized to provide cooling or heating to the major entertainment areas. 2. A variable capacity system sized for optimum performance during base load periods is utilized. R403.8 Systems serving multiple dwelling units(Mandatory). Systems serving multiple dwelling units shall comply with Sections ❑ C403 and C404 of the IECC—Commercial Provisions in lieu of Section R403. ❑ R403.9 Snow melt and ice system controls(Mandatory) Snow-and ice-melting systems, supplied through energy service to the building, shall include automatic controls capable of shutting off the system when the pavement temperature is above 50°F(10°C),and no precipitation is falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40°F(4.8°C). ❑ R403.10 Pools and permanent spa energy consumption(Mandatory). The energy consumption of pools and permanent spas shall be in accordance with Sections R403.10.1 through R403.10.5. ❑ R403.10.1 Heaters. The electric power to heaters shall be controlled by a readily accessible on-off switch that is an integral part of the heater mounted on the exterior of the heater,or external to and within 3 feet(914 mm)of the heater.Operation of such switch shall not change the setting of the heater thermostat.Such switches shall be in addition to a circuit breaker for the power to the heater.Gas-fired heaters shall not be equipped with continuously burning ignition pilots. ❑ R403.10.2 Time switches.Time switches or other control methods that can automatically tum 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. 111R403.10.4 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. 7/16/2018 11:27 AM EnergyGauge®USA -FBC 6th Edition(2017) Compliant Software Page 4 of 5 111 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. EiR403.11 Portable spas(Mandatorywe 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. 7/16/2018 11:27 AM EnergyGauge®USA -FBC 6th Edition(2017) Compliant Software Page 5 of 5 2017 -AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: RIVER4641 Builder Name: Street: Permit Office: City of Atlantic Beach City,State,Zip: Atlantic Beach,FL, Permit Number: Owner: Rummans Residence Jurisdiction: 261100 w Design Location: FL,Jacksonville U COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA General A continuous air barrier shall be installed in the building envelope. Air-permeable insulation shall The exterior thermal envelope contains a continuous air barrier. not be used as a sealing material. requirements Breaks or joints in the air barrier shall be sealed. The air barrier in any dropped ceiling/soffit shall be aligned with The insulation in any dropped ceiling/soffit Ceiling/attic the insulation and 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 sealed. with a material having a thermal resistance of R-3 Knee walls shall be sealed. per inch minimum. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Windows,skylights The space between window/door jambs and framing,and and doors skylights and framing shall be sealed. Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated. Floors The air barrier shall be installed at any exposed edge of Floor framing cavity insulation shall be installed to (including insulation. maintain permanent contact with the underside of above-garage 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 spams. Recessed lighting Recessed light fixtures installed in the building thermal envelope Recessed light fixtures installed in the building shall be sealed to the drywall. thermal envelope shall be air tight and IC rated. Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls,or insulation that on installation readily conforms to available space shall extend behind piping and wiring Shower/tub The air barrier installed at exterior walls adjacent to showers and Exterior walls adjacent to showers and tubs shall on exterior wall tubs shall separate them from the showers and tubs. be insulated. Electrical/phone box or The air barrier shall be installed behind electrical or communication exterior walls boxes or air-sealed boxes shall be installed. HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the sub-floor or drywall. Concealed When required to be sealed,concealed fire sprinklers shall only be sprinklers sealed in a manner that is recommended by the manufacturer. Caulking or other adhesive sealants shall not be used to fill voids between fire sprinkler cover elates and walls or ceilings. a. In addition,inspection of log walls shall be in accordance with the provisions of ICC-400. 7/16/2018 11:27 AM EnergyGauge®USA FBC 6th Edition(2017)Compliant Software Page 1 of 1 Envelope Leakage Test Report (Blower Door Test) Residential Prescriptive, Performance or ERI Method Compliance 2017 Florida Building Code, Energy Conservation, 6th Edition Jurisdiction: 261100 Permit#: Job Information ,.'. ' 4-W ,W .,. . . , ., �.. .. Builder: Community: Lot: 23 Address: City: Atlantic Beach State: FL Zip: Air Leakage Test Results Passing results must meet either the Performance, Prescriptive, or ERI 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 - 44787 = Method for calculating building volume: CFM(50) Building Volume ACH(50) O Retrieved from architectural plans PASS •Code software calculated When ACH(50) is less than 3, Mechanical Ventilation installation O Field measured and calculated must be verified by building department. R402.4.1.2 Testing.Testing shall be conducted in accordance with ANSI/RESNET/ICC 380 and reported at a pressure of 0.2 inch w.g. (50 Pascals) Testing shall be conducted by either individuals as defined in Section 553.993(5)or(7), Florida Statues.or individuals licensed as set forth in Section 489.105(3)(f),(g),or(i)or an approved third party.A written report of the results of the test shall be signed by the party conducting the test and provided to the code official.Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1. Exterior windows and doors,fireplace and stove doors shall be closed,but not sealed,beyond the intended weatherstripping or other infiltration control measures. 2. Dampers including exhaust,intake,makeup air,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. See Testing Company Company Name: Phone: I hereby verify that the above Air Leakage results are in accordance with the 2017 6th Edition Florida Building Code Energy Conservation requirements according to the compliance method selected above. Signature of Tester: Date of Test: Printed Name of Tester: License/Certification #: Issuing Authority: 7/16/2018 11:27:43 AM EnergyGauge®USA 6.0.02-FlaRes2017 FBC 6th Edition(2017)Compliant Software Page 1 of 1 Manual S Compliance Report Job: RIVER4641 - wrightsofth Date: 07/18/18 1st System By: DRS A/C Masters HVAC, Inc. 445 Tresca Road, Suite#306,Jacksonville, FL 32256 Phone:904.722.8995 Fax:904.722.8944 Project Information For: Riverside Homes 12276 San Jose Boulevard, Suite #120, Jacksonville, FL 32223 Phone: 904.503.7055 Cooling Equipment Design Conditions Outdoor design DB: 93.0°F Sensible gain: 14382 Btuh Entering coil DB: 76.8°F Outdoor design WB: 77.0°F Latent gain: 5149 Btuh Entering coil WB: 63.4°F Indoor design DB: 75.0°F Total gain: 19531 Btuh Indoor RH: 50% Estimated airflow: 740 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Carrier Model: CH14NB0240000A0+FB4CNP030L Actual airflow: 740 cfm Sensible capacity: 15540 Btuh 108% of load Latent capacity: 6660 Btuh 129% of load Total capacity: 22200 Btuh 114% of load SHR: 70% Heating Equipment Design Conditions Outdoor design DB: 32.0°F Heat loss: 21893 Btuh Entering coil DB: 69.1°F Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Carrier Model: CH14NB0240000A0+FB4CNP030L Actual airflow: 740 cfm Output capacity: 22200 Btuh 101% of load Capacity balance: 33 °F Supplemental heat required: 0 Btuh Economic balance:-99 °F Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 740 cfm Output capacity: 7.2 kW 113% of load Temp. rise: 47 °F Meets all requirements of ACCA Manual S. 2018-Jul-18 09:03:55 wrightsoft® Right-Suite®Universal 2018 18.0.19 RSU13256 Page 1 ACCA ...ide Homes\ATLANTIC Beach CC\ABCC23(Rummans).rup Calc=MJ8 Front Door faces: W Manual S Compliance Report Job: RIVER4641 14- wrightsoft Date: 07/18/18 2nd System By: DRS A/C Masters HVAC, Inc. 445 Tresca Road,Suite#306,Jacksonville, FL 32256 Phone 904.722.8995 Fax:904.722.894=. Project Information For: Riverside Homes 12276 San Jose Boulevard, Suite #120, Jacksonville, FL 32223 Phone: 904.503.7055 Cooling Equipment Design Conditions Outdoor design DB: 93.0°F Sensible gain: 25455 Btuh Entering coil DB: 77.4°F Outdoor design WB:77.0°F Latent gain: 6829 Btuh Entering coil WB: 63.7°F Indoor design DB: 75.0°F Total gain: 32284 Btuh Indoor RH: 50% Estimated airflow: 1100 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Carrier Model: CH14NB0360000B0+FB4CNP036L Actual airflow: 1100 cfm Sensible capacity: 23100 Btuh 91% of load Latent capacity: 9900 Btuh 145% of load Total capacity: 33000 Btuh 102% of load SHR: 70% Heating Equipment Design Conditions Outdoor design DB: 32.0°F Heat loss: 25775 Btuh Entering coil DB: 68.8°F Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Carrier Model: CH14NB0360000B0+FB4CNP036L Actual airflow: 1100 cfm Output capacity: 33800 Btuh 131% of load Capacity balance: 26 °F Supplemental heat required: 0 Btuh Economic balance:-99 °F Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 1100 cfm Output capacity: 6.8 kW 90% of load Temp. rise: 71 °F Meets all requirements ofACCA Manual S. 2018-Jul-18 09:03:55 wrightsaR' Page 2 Right-Suite®Universal 2018 18.0.19 RSU13256 ACCP. ...ide Homes\ATLANTIC Beach CC\ABCC23(Rummans).rup Calc=MJ8 Front Door faces: W Manual S Compliance Report Job: RIVER4641 wrightsoft Date: 07/18/18 3rd System By: DRS A/C Masters HVAC, Inc. 445 Tresca Road,Suite#306,Jacksonville,FL 32256 Phone. 904.722.8995 Fax:904.722 8944 Project Information For: Riverside Homes 12276 San Jose Boulevard, Suite#120, Jacksonville, FL 32223 Phone: 904.503.7055 Cooling Equipment Design Conditions Outdoor design DB: 93.0°F Sensible gain: 19792 Btuh Entering coil DB: 77.0°F Outdoor design WB:77.0°F Latent gain: 5743 Btuh Entering coil WB: 63.5°F Indoor design DB: 75.0°F Total gain: 25535 Btuh Indoor RH: 50% Estimated airflow: 953 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Carrier Model: CH14NB0300000A0+FB4CNP030L Actual airflow: 953 cfm Sensible capacity: 20020 Btuh 101% of load Latent capacity: 8580 Btuh 149% of load Total capacity: 28600 Btuh 112% of load SHR: 70% Heating Equipment Design Conditions Outdoor design DB: 32.0°F Heat loss: 16452 Btuh Entering coil DB: 69.0°F Indoor design DB: 70.0°F Manufacturer's Performance Data atActual Design Conditions Equipment type: Split ASHP Manufacturer: Carrier Model: CH14NB0300000A0+FB4CNP030L Actual airflow: 953 cfm Output capacity: 28600 Btuh 174% of load Capacity balance: 19 °F Supplemental heat required: 0 Btuh Economic balance:-99 °F Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 953 cfm Output capacity: 4.3 kW 90% of load Temp. rise: 50 °F Meets all requirements ofACCA Manual S. wrightsoft' 2018-Jul-18 09:03:55 Right-Suite®Universal 2018 18.0.19 RSU13256 Page 3 ACCR ...ide Homes\ATLANTIC Beach CC\ABCC23(Rummans).rup Calc=MJ8 Front Door faces: W Project SummaryJob: RIVER4641 wrightsoft" Date: 07/18/18 Entire House By: DRS A/C Masters HVAC, Inc. 445 Tresca Road, Suite#306,Jacksonville,FL 32256 Phone:904.722.8995 Fax.904.722.8944 Pro'ect Information For: Riverside Homes 12276 San Jose Boulevard, Suite #120, Jacksonville, FL 32223 Phone: 904.503.7055 Notes: Lot 23,Atlantic Beach C. C. Rummans Residence Desi• n Information Weather: Jacksonville, Intl Airport, FL, US Winter Design Conditions Summer Design Conditions Outside db 32 °F Outside db 93 °F Inside db 70 °F Inside db 75 °F Design TD 38 °F Design TD 18 °F Daily range M Relative humidity 50 % Moisture difference 50 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 47722 Btuh Structure 40381 Btuh Ducts 16398 Btuh Ducts 19248 Btuh Central vent (0 cfm) 0 Btuh Central vent (0 cfm) 0 Btuh Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 64120 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Infiltration Equipment sensible load 59629 Btuh Method Detailed Latent Cooling Equipment Load Sizing Shielding 3 (partial) Stories 1 Structure 12750 Btuh Ducts 4971 Btuh Central vent (0 cfm) 0 Btuh Heating Cooling Area (ft2) 4641 4641 Equipment latent load 17721 Btuh Volume (ft3) 44787 44787 Air changes/hour 0 0 Equipment Total Load (Sen+Lat) 77350 Btuh Equiv.AVF (cfm) 0 0 Req. total capacity at 0.70 SHR 7.1 ton Heating Equipment Summary Cooling Equipment Summary Make n/a Make n/a Trade n/a Trade n/a Model n/a Cond n/a AHRI ref. n/a Coil n/a AHRI ref. n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 °F Total cooling 0 Btuh Actual air flow 0 cfm Actual air flow 0 cfm Air flow factor 0 cfm/Btuh Air flow factor 0 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat n/a Load sensible heat ratio 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 414- wrightsoTt' 2018-Jut-18 09:03:55 Right-Suite®Universal 2018 18.0.19 RSU13256 Page 1 ACCI,.. ...ide Homes\ATLANTIC Beach CC\ABCC23(Rummans).rup Calc=MJ8 Front Door faces: W Job: RIVER4641 4 wrightsoft' Project Summary Date: 07/18/18 1st System By: DRS A/C Masters HVAC, Inc. 445 Tresca Road,Suite#306,Jacksonville, FL 32256 Phone:904.722.8995 Fax:904.722.8944 Pro'ect Information For: Riverside Homes 12276 San Jose Boulevard, Suite #120, Jacksonville, FL 32223 Phone: 904.503.7055 Notes: Lot 23,Atlantic Beach C. C. Rummans Residence Desi• n Information Weather: Jacksonville, Intl Airport, FL, US Winter Design Conditions Summer Design Conditions Outside db 32 °F Outside db 93 °F Inside db 70 °F Inside db 75 °F Design TD 38 °F Design TD 18 °F Daily range M Relative humidity 50 % Moisture difference 50 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 18563 Btuh Structure 10343 Btuh Ducts 3330 Btuh Ducts 4039 Btuh Central vent (0 cfm) 0 Btuh Central vent (0 cfm) 0 Btuh (none) (none) Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 21893 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Infiltration Equipment sensible load 14382 Btuh Method Detailed Latent Cooling Equipment Load Sizing Shielding 3 (partial) Stories 1 Structure 4150 Btuh Ducts 999 Btuh Central vent (0 cfm) 0 Btuh Heating Cooling (none) Area (ft2) 1030 1030 Equipment latent load 5149 Btuh Volume (ft3) 10300 10300 Air changes/hour 0 0 Equipment Total Load (Sen+Lat) 19531 Btuh Equiv.AVF (cfm) 0 0 Req. total capacity at 0.70 SHR 1.7 ton Heating Equipment Summary Cooling Equipment Summary Make Carrier Make Carrier Trade CARRIER Trade CARRIER Model CH14NB0240000A0 Cond CH14NB0240000A0 AHRI ref 9162148 Coil FB4CNP030L AHRI ref 9162148 Efficiency 8.2 HSPF Efficiency 11.5 EER, 14 SEER Heating input Sensible cooling 15540 Btuh Heating output 22200 Btuh @ 47°F Latent cooling 6660 Btuh Temperature rise 27 °F Total cooling 22200 Btuh Actual air flow 740 cfm Actual air flow 740 cfm Air flow factor 0.034 cfm/Btuh Air flow factor 0.051 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.74 Capacity balance point = 33 °F Backup: Input= 7 kW, Output = 24721 Btuh, 100 AFUE Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. = wrightsoft' 2018-Jul-18 09:03:55 Afa+ .,,.a., Right-Suite®Universal 2018 18.0.19 RSU13256 Page 2 . ...ide Homes\ATLANTIC Beach CC\ABCC23(Rummans).rup Calc=MJ8 Front Door faces: W Pro ect SJob: RIVER4641 4 wrightsoft' ummar y Date: 07/18/18 2nd System By: DRS A/C Masters HVAC, Inc. 445 Tresca Road, Suite#306,Jacksonville, FL 32256 Phone:904.722.8995 Fax:904.722.8944 Pro'ect Information For: Riverside Homes 12276 San Jose Boulevard, Suite #120, Jacksonville, FL 32223 Phone: 904.503.7055 Notes: Lot 23,Atlantic Beach C. C. Rummans Residence Desi• n Information Weather: Jacksonville, Intl Airport, FL, US Winter Design Conditions Summer Design Conditions Outside db 32 °F Outside db 93 °F Inside db 70 °F Inside db 75 °F Design TD 38 °F Design TD 18 °F Daily range M Relative humidity 50 % Moisture difference 50 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 18554 Btuh Structure 16928 Btuh Ducts 7221 Btuh Ducts 8527 Btuh Central vent (0 cfm) 0 Btuh Central vent (0 cfm) 0 Btuh (none) (none) Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 25775 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Infiltration Equipment sensible load 25455 Btuh Method Detailed Latent Cooling Equipment Load Sizing Shielding 3 (partial) Stories 1 Structure 4630 Btuh Ducts 2199 Btuh Central vent (0 cfm) 0 Btuh Heating Coig (none) Area (ft2) 1988 1988 Equipment latent load 6829 Btuh Volume (ft') 19880 19880 Air changes/hour 0 0 Equipment Total Load (Sen+Lat) 32284 Btuh Equiv.AVF (cfm) 0 0 Req. total capacity at 0.70 SHR 3.0 ton Heating Equipment Summary Cooling Equipment Summary Make Carrier Make Carrier Trade CARRIER Trade CARRIER Model CH14NB0360000B0 Cond CH14NB0360000B0 AHRI ref 9162429 Coil FB4CNP036L AHRI ref 9162429 Efficiency 8.2 HSPF Efficiency 11.5 EER, 14 SEER Heating input Sensible cooling 23100 Btuh Heating output 33800 Btuh @ 47°F Latent cooling 9900 Btuh Temperature rise 28 °F Total cooling 33000 Btuh Actual air flow 1100 cfm Actual air flow 1100 cfm Air flow factor 0.043 cfm/Btuh Air flow factor 0.043 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.79 Capacity balance point = 26 °F Backup: Input = 7 kW, Output= 23187 Btuh, 100 AFUE Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -1'P- whot`t rigts - 2018-Jul-1809:03:55 i ......•..,_.........._..._.r.. Right-Suite®Universal 2018 18.0.19 RSU13256 Page 3 ACCA ...ide Homes\ATLANTIC Beach CC\ABCC23(Rummans).rup Calc=MJ8 Front Door faces: W Pro ect SummaryJob: RIVER4641 4- - wrightsoftn Date: 07/18/18 3rd System By: DRS A/C Masters HVAC, Inc. 445 Tresca Road,Suite#306,JacksomAlle, FL 32256 Phone:904.722.8995 Fax:904.722.8944 Pro'ect Information For: Riverside Homes 12276 San Jose Boulevard, Suite#120, Jacksonville, FL 32223 Phone: 904.503.7055 Notes: Lot 23,Atlantic Beach C. C. Rummans Residence Desi• n Information Weather: Jacksonville, Intl Airport, FL, US Winter Design Conditions Summer Design Conditions Outside db 32 °F Outside db 93 °F Inside db 70 °F Inside db 75 °F Design TD 38 °F Design TD 18 °F Daily range M Relative humidity 50 % Moisture difference 50 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 10605 Btuh Structure 13111 Btuh Ducts 5846 Btuh Ducts 6682 Btuh Central vent (0 cfm) 0 Btuh Central vent (0 cfm) 0 Btuh (none) (none) Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 16452 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Infiltration Equipment sensible load 19792 Btuh Method Detailed Latent Cooling Equipment Load Sizing Shielding 3 (partial) Stories 1 Structure 3970 Btuh Ducts 1773 Btuh Central vent (0 cfm) 0 Btuh Heating Cooling (none) Area (ft2) 1623 1623 Equipment latent load 5743 Btuh Volume (ft3) 14607 14607 Air changes/hour 0 0 Equipment Total Load (Sen+Lat) 25535 Btuh Equiv.AVF (cfm) 0 0 Req. total capacity at 0.70 SHR 2.4 ton Heating Equipment Summary Cooling Equipment Summary Make Carrier Make Carrier Trade Trade Model CH14NB0300000A0 Cond CH14NB0300000A0 AHRI ref 9162305 Coil FB4CNP030L AHRI ref 9162305 Efficiency 8.2 HSPF Efficiency 11.5 EER, 14 SEER Heating input Sensible cooling 20020 Btuh Heating output 28600 Btuh @ 47°F Latent cooling 8580 Btuh Temperature rise 27 °F Total cooling 28600 Btuh Actual air flow 953 cfm Actual air flow 953 cfm Air flow factor 0.058 cfm/Btuh Air flow factor 0.048 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.78 Capacity balance point = 19 °F Backup: Input = 4 kW, Output = 14752 Btuh, 100 AFUE Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrI htsoft• 2018-Jul-18 09:03:55 A Right-Suite®Universal 2018 18.0.19 RSU13256 Page 4 ACCA ...ide Homes\ATLANTIC Beach CC\ABCC23(Rummans).rup Calc=MJ8 Front Door faces: W 4 wrightsoft Right-J®Worksheet Job: RIVER4641 Entire House Date: 07/18/18 By: DRS A/C Masters HVAC, Inc. 445 Tresca Road,Suite#306,Jacksonville,FL 32256 Phone:904.722.8995 Fax:904.722.8944 1 Room name Entire House 1st System 2 Exposed wall 484.2 ft 129.9 ft 3 Room height 9.7 ft 10.0 ft 4 Room dimensions 5 Room area 4641.0 ft' 1030.0 ft' Ty Construction U-value Or HTM Area MI Load Area (ft') Load number (Btuh/ft'-°F) (Btuh/ft') or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 12E-Osw 0.068 n 2.58 1.46 559 526 1359 769 48 48 124 70 3A-2ov 0.350 n 0.00 0.00 0 0 0 0 0 0 0 0 3A-2ov 0.350 n 13.30 10.86 15 0 200 163 0 0 0 0 3A-2ov 0.350 n 13.30 10.86 18 5 239 196 0 5 0 0 11IW 12E-Osw 0.068 ne 2.58 1.46 233 137 354 200 233 137 354 200 C 3A-2ov 0.350 ne 13.30 22.99 96 0 1277 2207 96 0 1277 2207 W 12E-Osw 0.068 e 2.58 1.46 1083 678 1752 991 225 156 403 228 -G 3A-2ov 0.350 e 13.30 27.40 160 0 2128 4384 0 0 0 0 -G 3A-2ov 0.350 e 13.30 29.40 69 0 918 2029 69 0 918 2029 G 3A-2ov 0.350 e 13.30 37.40 176 0 2341 6582 0 0 0 0 b12E-Osw 0.068 se 2.58 1.46 218 203 525 297 135 120 310 175 3A-2ov 0.350 se 13.30 24.00 15 0 200 360 15 0 200 360 3A-2ov 0.350 se 0.00 0.00 0 0 0 0 0 0 0 0 \./ 12E-Osw 0.068 s 2.58 1.46 668 614 1587 898 0 0 0 0 3A-2ov 0.350 s 13.30 12.58 36 0 479 453 0 0 0 0 3A-2ov 0.350 s 13.30 22.18 18 22 239 399 0 14 0 0 M/ 12E-Osw 0.068 sw 2.58 1.46 235 212 548 310 235 212 548 310 G3A-2ov 0.350 sw 13.30 24.00 23 0 306 552 23 0 306 552 b12E-Osw 0.068 w 2.58 1.46 750 616 1592 901 0 0 0 0 3A-2ov 0.350 w 13.30 27.40 75 0 998 2055 0 0 0 0 3A-2ov 0.350 w 13.30 37.40 59 0 785 2207 0 0 0 0 11J0 0.600 w 0.00 0.00 0 0 0 0 0 0 0 0 W 12E-Osw 0.068 nw 2.58 1.46 533 469 1212 686 423 382 987 558 -G 3A-2ov 0.350 nw 13.30 22.99 41 0 545 943 41 0 545 943 G 3A-2ov 0.350 nw 13.30 30.99 23 0 306 713 0 0 0 0 PI 12B-Osw 0.097 - 3.69 1.73 298 274 1010 473 0 0 0 0 11J0 0.600 n 22.80 18.36 24 24 547 441 0 0 0 0 P 16X19-21ad 0.044 - 1.00 0.74 143 143 143 106 0 0 0 0 C 16X19-0ad 0.408 n 2.15 1.59 3018 3018 6494 4798 849 849 1827 1350 F 19A-19bscp 0.049 - 0.00 0.00 0 0 0 0 0 0 0 0 F 20P-19t 0.050 - 0.00 0.00 0 0 0 0 0 0 0 0 F 22A-tph 1.358 n 51.60 0.00 3018 381 19640 0 1030 209 10765 0 6 c)AED excursion 0 0 Envelope loss/gain 47722 34111 18563 8983 12 a) Infiltration 0 0 0 0 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 9 2070 2 460 Appliances/other 4200 900 Subtotal(lines 6 to 13) 47722 40381 18563 10343 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 47722 40381 18563 10343 15 Duct loads 34% 48% 16398 19248 18% 39% 3330 4039 Total room load 64120 59629 21893 14382 Air required(cfm) 2793 2793 740 740 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. e Ala- wrl9ht'soft- 2018-Jul-18 09:03:55 ..^`- ------ ^-- --- Right-Suite®Universal 2018 18.0.19 RSU13256 Page 1 ...ide Homes\ATLANTIC Beach CC\ABCC23(Rummans).rup Calc=MJ8 Front Door faces: W • 4 wrightsoft Right-J®Worksheet Job: RIVER4641 Entire House Byte: 07H8/18 By: DRS A/C Masters HVAC, Inc. 445 Tresca Road,Suite#306,Jacksonville, FL 32256 Phone:904.722.8995 Fax:904.722.8944 1 Room name 2nd System 3rd System 2 Exposed wall 176.3 ft 178.0 ft 3 Room height 10.0 ft 9.0 ft 4 Room dimensions 5 Room area 1988.0 ft' 1623.0 ft' Ty Construction U-value Or HTM Area (ftl Load Area (ft') Load number (Btuh/ft'-°F) (Btuh/ftl or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 Vb12E-Osw 0.068 n 2.58 1.46 155 137 354 200 356 341 881 499 3A-2ov 0.350 n 0.00 0.00 0 0 0 0 0 0 0 0 3A-2ov 0.350 n 13.30 10.86 0 0 0 0 15 0 200 163 3A-2ov 0.350 n 13.30 10.86 18 0 239 196 0 0 0 0 11 Wi 1 2E-Osw 0.068 ne 2.58 1.46 0 0 0 0 0 0 0 0 I -•-G 3A-2ov 0.350 ne 13.30 22.99 0 0 0 0 0 0 0 0 W 12E-Osw 0.068 e 2.58 1.46 433 257 664 376 425 265 685 387 -G 3A-2ov 0.350 e 13.30 27.40 0 0 0 0 160 0 2128 4384 -G 3A-2ov 0.350 e 13.30 29.40 0 0 0 0 0 0 0 0 -f 3A-2ov 0.350 e 13.30 37.40 176 0 2341 6582 0 0 0 0 b12E-Osw 0.068 se 2.58 1.46 83 83 214 121 0 0 0 0 3• A-2ov 0.350 se 13.30 24.00 0 0 0 0 0 0 0 0 3A-2ov 0.350 se 0.00 0.00 0 0 0 0 0 0 0 0 12E-Osw 0.068 s 2.58 1.46 303 285 736 417 365 329 850 481 3• A-2ov 0.350 s 13.30 12.58 0 0 0 0 36 0 479 453 3A-2ov 0.350 s 13.30 22.18 18 8 239 399 0 0 0 0 12E-Osw 0.068 sw 2.58 1.46 0 0 0 0 0 0 0 0 3A-2ov 0.350 sw 13.30 24.00 0 0 0 0 0 0 0 0 12E-Osw 0.068 w 2.58 1.46 358 299 773 437 392 317 819 463 3• A-2ov 0.350 w 13.30 27.40 0 0 0 0 75 0 998 2055 3A-2ov 0.350 w 13.30 37.40 59 0 785 2207 0 0 0 0 D 11J0 0.600 w 0.00 0.00 0 0 0 0 0 0 0 0 W 12E-Osw 0.068 nw 2.58 1.46 110 87 225 127 0 0 0 0 - 3A-2ov 0.350 nw 13.30 22.99 0 0 0 0 0 0 0 0 -G 3A-2ov 0.350 nw 13.30 30.99 23 0 306 713 0 0 0 0 P 12B-Osw 0.097 - 3.69 1.73 298 274 1010 473 0 0 0 0 11J0 0.600 n 22.80 18.36 24 24 547 441 0 0 0 0 P 16X19-21ad 0.044 - 1.00 0.74 69 69 69 51 74 74 74 55 C 16X19-0ad 0.408 n 2.15 1.59 546 546 1175 868 1623 1623 3492 2580 F 19A-19bscp 0.049 - 0.00 0.00 0 0 0 0 0 0 0 0 F 20P-19t 0.050 - 0.00 0.00 0 0 0 0 0 0 0 0 F 22A-tph 1.358 n 51.60 0.00 1988 172 8876 0 0 0 0 0 6 c)AED excursion 0 0 Envelope loss/gain 18554 13608 10605 11521 12 a) Infiltration 0 0 0 0 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 4 920 3 690 Appliances/other 2400 900 Subtotal(lines 6 to 13) 18554 16928 10605 13111 Less extemal load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 18554 16928 10605 13111 15 Duct loads 39% 50% 7221 8527 55% 51% 5846 6682 Total room load 25775 25455 16452 19792 Air required(cfm) 1100 1100 953 953 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. �►- wrihtsoTt' 2018-Jul-18 09:03:55 c-•-•g>-••»•- Right-Suite®Universal 2018 18.0.19 RSU13256 Page 2 de6k. ...ide Homes\ATLANTIC Beach CC\ABCC23(Rummans).rup Calc=MJ8 Front Door faces: W 4 wrightsoft Right-J®Worksheet Job: RIVER4641 1st System Byte: 07/18/18 y By: DRS A/C Masters HVAC, Inc. 445 Tresca Road,Suite#306,Jacksonville,FL 32256 Phone:904.722.8995 Fax:904.722.8944 1 Room name 1st System Owner/Exercise 2 Exposed wall 129.9 ft 129.9 ft 3 Room height 10.0 ft 10.0 ft heat/cool 4 Room dimensions 1030.0 x 1.0 ft 5 Room area 1030.0 ft' 1030.0 ft' Ty Construction U-value Or HTM Area (ft') Load Area (ftl Load number (Btuh/ft'-°F) (Btuh/ft') or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 G 12E-Osw 0.068 n 2.58 1.46 48 48 124 70 48 48 124 70 G 3A-2ov 0.350 n 0.00 0.00 0 0 0 0 0 0 0 0 3A-2ov 0.350 n 0.00 0.00 0 0 0 0 0 0 0 0 3A-2ov 0.350 n 0.00 0.00 0 5 0 0 0 3 0 0 11 WI 12E-Osw 0.068 ne 2.58 1.46 233 137 354 200 233 137 354 200 3A-2ov 0.350 ne 13.30 22.99 96 0 1277 2207 96 0 1277 2207 W 12E-Osw 0.068 e 2.58 1.46 225 156 403 228 225 156 403 228 G 3A-2ov 0.350 e 0.00 0.00 0 0 0 0 0 0 0 0 -G 3A-2ov 0.350 e 13.30 29.40 69 0 918 2029 69 0 918 2029 -G 3A-2ov 0.350 e 0.00 0.00 0 0 0 0 0 0 0 0 12E-Osw 0.068 se 2.58 1.46 135 120 310 175 135 120 310 175 3A-2ov 0.350 se 13.30 24.00 15 0 200 360 15 0 200 360 G 3A-2ov 0.350 se 0.00 0.00 0 0 0 0 0 0 0 0 1.0 12E-Osw 0.068 s 0.00 0.00 0 0 0 0 0 0 0 0 3A-2ov 0.350 s 0.00 0.00 0 0 0 0 0 0 0 0 3A-2ov 0.350 s 0.00 0.00 0 14 0 0 0 7 0 0 141 12E-Osw 0.068 sw 2.58 1.46 235 212 548 310 235 212 548 310 L� 3A-2ov 0.350 sw 13.30 24.00 23 0 306 552 23 0 306 552 D b 12E-Osw 0.068 w 0.00 0.00 0 0 0 0 0 0 0 0 3A-2ov 0.350 w 0.00 0.00 0 0 0 0 0 0 0 0 3A-2ov 0.350 w 0.00 0.00 0 0 0 0 0 0 0 0 11J0 0.600 w 0.00 0.00 0 0 0 0 0 0 0 0 W 12E-Osw 0.068 nw 2.58 1.46 423 382 987 558 423 382 987 558 - 3A-2ov 0.350 nw 13.30 22.99 41 0 545 943 41 0 545 943 -G 3A-2ov 0.350 nw 0.00 0.00 0 0 0 0 0 0 0 0 P 12B-Osw 0.097 - 0.00 0.00 0 0 0 0 0 0 0 0 11J0 0.600 n 0.00 0.00 0 0 0 0 0 0 0 0 P 16X19-21ad 0.044 - 0.00 0.00 0 0 0 0 0 0 0 0 C 16X19-0ad 0.408 n 2.15 1.59 849 849 1827 1350 849 849 1827 1350 F 19A-19bscp 0.049 - 0.00 0.00 0 0 0 0 0 0 0 0 F 20P-19t 0.050 - 0.00 0.00 0 0 0 0 0 0 0 0 F 22A-tph 1.358 n 51.60 0.00 1030 209 10765 0 1030 209 10765 0 6 c)A E D excursion 0 0 Envelope loss/gain 18563 8983 18563 8983 12 a) Infiltration 0 0 0 0 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 2 460 2 460 Appliances/other 900 900 Subtotal(lines 6 to 13) 18563 10343 18563 10343 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 18563 10343 18563 10343 15 Duct loads 18% 39% 3330 4039 18% 39% 3330 4039 Total room load 21893 14382 21893 14382 Air required(cfm) 740 740 740 740 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wr 2018-Jul-18 09:03:55 ------ --- - Right-Suite®Universal 2018 18.0.19 RSU13256 Page 3 ...ide Homes\ATLANTIC Beach CC\ABCC23(Rummans).rup Calc=MJ8 Front Door faces: W 4 wrightsoft Right-J®Worksheet Job: RIVER4641 2nd S stem Date: 07118118 y By: DRS A/C Masters HVAC, Inc. 445 Tresca Road,Suite#306,Jacksonville,FL 32256 Phone:904.722.8995 Fax:904.722.8944 1 Room name 2nd System 1st Floor Main 2 Exposed wall 176.3 ft 176.3 ft 3 Room height 10.0 ft 10.0 ft heat/cool 4 Room dimensions 1988.0 x 1.0 ft 5 Room area 1988.0 ft' 1988.0 ft' Ty Construction U-value Or HTM Area (ft') Load Area (ft') Load number (Btuh/ft?°F) (Btuh/ft') or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 12E-Osw 0.068 n 2.58 1.46 155 137 354 200 155 137 354 200 3A-2ov 0.350 n 0.00 0.00 0 0 0 0 0 0 0 0 3A-2ov 0.350 n 0.00 0.00 0 0 0 0 0 0 0 0 3A-2ov 0.350 n 13.30 10.86 18 0 239 196 18 0 239 196 11 IW 12E-Osw 0.068 ne 0.00 0.00 0 0 0 0 0 0 0 0 3A-2ov 0.350 ne 0.00 0.00 0 0 0 0 0 0 0 0 \h 12E-Osw 0.068 e 2.58 1.46 433 257 664 376 433 257 664 376 3• A-2ov 0.350 e 0.00 0.00 0 0 0 0 0 0 0 0 3A-2ov 0.350 e 0.00 0.00 0 0 0 0 0 0 0 0 3A-2ov 0.350 e 13.30 37.40 176 0 2341 6582 176 0 2341 6582 U/J 12E-Osw 0.068 se 2.58 1.46 83 83 214 121 83 83 214 121 I; O 3• A-2ov 0.350 se 0.00 0.00 0 0 0 0 0 0 0 0 G 3A-2ov 0.350 se 0.00 0.00 0 0 0 0 0 0 0 0 12E-Osw 0.068 s 2.58 1.46 303 285 736 417 303 285 736 417 3• A-2ov 0.350 s 0.00 0.00 0 0 0 0 0 0 0 0 3A-2ov 0.350 s 13.30 22.18 18 8 239 399 18 4 239 399 UAV 12E-0sw 0.068 sw 0.00 0.00 0 0 0 0 0 0 0 0 (3 3A-2ov 0.350 sw 0.00 0.00 0 0 0 0 0 0 0 0 12E-Osw 0.068 w 2.58 1.46 358 299 773 437 358 299 773 437 3A-2ov 0.350 w 0.00 0.00 0 0 0 0 0 0 0 0 3A-2ov 0.350 w 13.30 37.40 59 0 785 2207 59 0 785 2207 D 11J0 0.600 w 0.00 0.00 0 0 0 0 0 0 0 0 WII - 12E-Osw 0.068 nw 2.58 1.46 110 87 225 127 110 87 225 127 -c� 3A-2ov 0.350 nw 0.00 0.00 0 0 0 0 0 0 0 0 G 3A-2ov 0.350 nw 13.30 30.99 23 0 306 713 23 0 306 713 PI 12B-Osw 0.097 - 3.69 1.73 298 274 1010 473 298 274 1010 473 '-D 11J0 0.600 n 22.80 18.36 24 24 547 441 24 24 547 441 P 16X19-21ad 0.044 - 1.00 0.74 69 69 69 51 69 69 69 51 C 16X19-0ad 0.408 n 2.15 1.59 546 546 1175 868 546 546 1175 868 F 19A-19bscp 0.049 - 0.00 0.00 0 0 0 0 0 0 0 0 F 20P-19t 0.050 - 0.00 0.00 0 0 0 0 0 0 0 0 F 22A-tph 1.358 n 51.60 0.00 1988 172 8876 0 1988 172 8876 0 6 c)AED excursion 0 0 Envelope loss/gain 18554 13608 18554 13608 12 a) Infiltration 0 0 0 0 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 4 920 4 920 Appliances/other 2400 2400 Subtotal(lines 6 to 13) 18554 16928 18554 16928 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 18554 16928 18554 16928 15 Duct loads 39% 50% 7221 8527 39% 50% 7221 8527 Total room load 25775 25455 25775 25455 Air required(cfm) 1100 1100 1100 1100 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrlgFstsoTt- 2018-Jul-18 09:03:55 '�- ••- -•� Right-Suite®Universal 2018 18.0.19 RSU13256 page 4 i4C ...ide Homes\ATLANTIC Beach CC\ABCC23(Rummans).rup Calc=MJ8 Front Door faces: W 4 wrightsoft Rig ht-J®Worksheet Job: RIVER4641 3rd System Date: 07/18/18 Y By: DRS A/C Masters HVAC, Inc. 445 Tresca Road,Suite#306,Jacksonville,FL 32256 Phone:904.722.8995 Fax:904.722.8944 1 Room name 3rd System 2nd Floor 2 Exposed wall 178.0 ft 178.0 ft 3 Room height 9.0 ft 9.0 ft heat/cool 4 Room dimensions 1623.0 x 1.0 ft 5 Room area 1623.0 ft' 1623.0 ft' Ty Construction U-value Or HTM Area (ft') Load Area (ft') Load number (Btuh/ft-°F) (Btuh/ft') or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 G 12E-Osw 0.068 n 2.58 1.46 356 341 881 499 356 341 881 499 G 3A-2ov 0.350 n 0.00 0.00 0 0 0 0 0 0 0 0 3A-2ov 0.350 n 13.30 10.86 15 0 200 163 15 0 200 163 3A-2ov 0.350 n 0.00 0.00 0 0 0 0 0 0 0 0 11 W 12E-Osw 0.068 ne 0.00 0.00 0 0 0 0 0 0 0 0 3A-2ov 0.350 ne 0.00 0.00 0 0 0 0 0 0 0 0 12E-Osw 0.068 e 2.58 1.46 425 265 685 387 425 265 685 387 3A-2ov 0.350 e 13.30 27.40 160 0 2128 4384 160 0 2128 4384 3A-2ov 0.350 e 0.00 0.00 0 0 0 0 0 0 0 0 G 3A-2ov 0.350 e 0.00 0.00 0 0 0 0 0 0 0 0 V/J 12E-Osw 0.068 se 0.00 0.00 0 0 0 0 0 0 0 0 I;-�C 3A-2ov 0.350 se 0.00 0.00 0 0 0 0 0 0 0 0 3A-2ov 0.350 se 0.00 0.00 0 0 0 0 0 0 0 0 12E-Osw 0.068 s 2.58 1.46 365 329 850 481 365 329 850 481 G 3A-2ov 0.350 s 13.30 12.58 36 0 479 453 36 0 479 453 Vit/ 3A-2ov 0.350 s 0.00 0.00 0 0 0 0 0 0 0 0 I12E-0sw 0.068 sw 0.00 0.00 0 0 0 0 0 0 0 0 G 3A-2ov 0.350 sw 0.00 0.00 0 0 0 0 0 0 0 0 12E-Osw 0.068 w 2.58 1.46 392 317 819 463 392 317 819 463 3A-2ov 0.350 w 13.30 27.40 75 0 998 2055 75 0 998 2055 3A-2ov 0.350 w 0.00 0.00 0 0 0 0 0 0 0 0 D 11J0 0.600 w 0.00 0.00 0 0 0 0 0 0 0 0 W 12E-Osw 0.068 nw 0.00 0.00 0 0 0 0 0 0 0 0 -G 3A-2ov 0.350 nw 0.00 0.00 0 0 0 0 0 0 0 0 G 3A-2ov 0.350 nw 0.00 0.00 0 0 0 0 0 0 0 0 P 12B-Osw 0.097 - 0.00 0.00 0 0 0 0 0 0 0 0 11J0 0.600 n 0.00 0.00 0 0 0 0 0 0 0 0 P 16X19-21 ad 0.044 - 1.00 0.74 74 74 74 55 74 74 74 55 C 16X19-0ad 0.408 n 2.15 1.59 1623 1623 3492 2580 1623 1623 3492 2580 F 19A-19bscp 0.049 - 0.00 0.00 0 0 0 0 0 0 0 0 F 20P-19t 0.050 - 0.00 0.00 0 0 0 0 0 0 0 0 F 22A-tph 1.358 n 0.00 0.00 0 0 0 0 0 0 0 0 6 c)AED excursion 0 0 Envelope loss/gain 10605 11521 10605 11521 12 a) Infiltration 0 0 0 0 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 3 690 3 690 Appliances/other 900 900 Subtotal(lines 6 to 13) 10605 13111 10605 13111 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 10605 13111 10605 13111 15 Duct loads 55% 51% 5846 6682 55% 51% 5846 6682 Total room load 16452 19792 16452 19792 Air required(cfm) 953 953 953 953 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -*- VWrluta tsoft- 2018-Jul-18 09:03:55 •--------•••- Right-Suite®Universal 2018 18.0.19 RSU13256 Page 5 ...ide Homes\ATLANTIC Beach CC\ABCC23(Rummans).rup Calc=MJ8 Front Door faces: W BuildingAnalysis Job: RIVER4641 4 wrightsoft' y Date: 07/18/18 9 Entire House By: DRS A/C Masters HVAC, Inc. 445 Tresca Road,Suite#306,Jacksonville,FL 32256 Phone:904.722.8995 Fax:904.722.8944 Pro'ect Information For: Riverside Homes 12276 San Jose Boulevard, Suite #120, Jacksonville, FL 32223 Phone: 904.503.7055 Desi• n Conditions Location: Indoor: Heating Cooling Jacksonville, Intl Airport, FL, US Indoor temperature (°F) 70 75 Elevation: 30 ft Design TD (°F) 38 18 Latitude: 31°N Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (grill)) 11.5 50.0 Dry bulb (°F) 32 93 Infiltration: Daily range (°F) - 18 ( M ) Method Detailed Wet bulb (°F) - 77 Shielding 3 (partial) Wind speed (mph) 15.0 7.5 Stories 1 Heatin • Component Btuh/ft2 Btuh % of load Walls 2.6 10081 15.7 Walls Glazing 13.3 10959 17.1 Ducts Doors 22.8 547 0.9 Ceilings 2.2 6494 10.1 Floors 6.5 19640 30.6 Glazing Infiltration 0 0 0 Ducts 16398 25.6 Piping 0 0 Other Humidification 0 0 Ceilings Floors Ventilation 0 0 Adjustments 0 Total 64120 100.0 Coolin• Component Btuh/ft2 Btuh % of load Walls 1.5 5630 9.4 Walls Internal Gains Glazing 28.2 23242 39.0 Doors 18.4 441 0.7 Ceilings 1.6 4798 8.0 Floors 0 0 0 Infiltration 0 0 0 Ducts Ducts 19248 32.3 Ventilation 0 0 Glazing Internal gains 6270 10.5 Blower 0 0 Adjustments 0 Total 59629 100.0 Other Ceilings Latent Cooling Load = 17721 Btuh Overall U-value = 0.216 Btuh/ft2-°F WARNING: suspicious slab-on-grade floor perimeter in Owner/Exercise. w�ightsc ft' 2018-Jul-18 09:03:58 .W,�•i-.,.....•- Right-Suite®Universal 2018 18.0.19 RSU13256 Page 1 e ...ide Homes\ATLANTIC Beach CC\ABCC23(Rummans).rup Calc=MJ8 Front Door faces: W BuildingAnalysis Job: RIveR4641 wrightsoft' y Date: 07/18/18 9 1st System By: DRS A/C Masters HVAC, Inc. 445 Tresca Road,Suite#306,Jacksonville, FL 32256 Phone:904.722.8995 Fax:904.722.8944 Pro'ect Information For: Riverside Homes 12276 San Jose Boulevard, Suite #120, Jacksonville, FL 32223 Phone: 904.503.7055 Design Conditions Location: Indoor: Heating Cooling Jacksonville, Intl Airport, FL, US Indoor temperature (°F) 70 75 Elevation: 30 ft Design TD (°F) 38 18 Latitude: 31 °N Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (gr/lb) 11.5 50.0 Dry bulb (°F) 32 93 Infiltration: Daily range (°F) - 18 ( M ) Method Detailed Wet bulb (°F) - 77 Shielding 3 (partial) Wind speed (mph) 15.0 7.5 Stories 1 Heatin • Component Btuh/ft2 Btuh % of load Walls 2.6 2726 12.5 Walls Ducts Glazing 13.3 3245 14.8 Doors 0 0 0 Ceilings 2.2 1827 8.3 Glazing�,i Floors 10.5 10765 49.2 Infiltration 0 0 0 Ducts 3330 15.2 s Ceilin Piping 0 0 g Humidification 0 0 Floors Ventilation 0 0 Adjustments 0 Total 21893 100.0 Coolin • , Component Btuh/ft2 Btuh % of load Walls 1.5 1542 10.7 Glazing 25.0 6091 42.3 Walls Internal Gains Doors 0 0 0 Ceilings 1.6 1350 9.4 Floors 0 0 0 Infiltration 0 0 0 Ducts Ducts 4039 28.1 Ventilation 0 0 Internal gains 1360 9.5 Glazing Blower 0 0 Adjustments 0 Ceilings Total 14382 100.0 Latent Cooling Load = 5149 Btuh Overall U-value = 0.248 Btuh/ft2-°F WARNING: suspicious slab-on-grade floor perimeter in Owner/Exercise. wrigF�tsoft' 2018-Jul-18 09:03:58 .....,._.,._..-, Right-Suite®Universal 2018 18.0.19 RSU13256 Page 2 ACCA ...ide Homes\ATLANTIC Beach CC\ABCC23(Rummans).rup Calc=MJ8 Front Door faces: W BuildingAnalysis Job: RIVER4641 * wrightsoft" y Date: 07/18/18 2nd System By: DRS A/C Masters HVAC, Inc. 445 Tresca Road,Suite#306,Jacksonville,FL 32256 Phone:904.722.8995 Fax 904.722.8944 Pro'ect Information For: Riverside Homes 12276 San Jose Boulevard, Suite #120, Jacksonville, FL 32223 Phone: 904.503.7055 Design Conditions Location: Indoor: Heating Cooling Jacksonville, Intl Airport, FL, US Indoor temperature (°F) 70 75 Elevation: 30 ft Design TD (°F) 38 18 Latitude: 31 °N Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (gr/lb) 11.5 50.0 Dry bulb (°F) 32 93 Infiltration: Daily range (°F) - 18 ( M ) Method Detailed Wet bulb (°F) - 77 Shielding 3 (partial) Wind speed (mph) 15.0 7.5 Stories 1 Heatin • Component Btuh/ft2 Btuh % of load Walls 2.7 4046 15.7 Walls Glazing 13.3 3910 15.2 Ducts Doors 22.8 547 2.1 Ceilings 2.2 1175 4.6 Glazing Floors 4.5 8876 34.4 g Infiltration 0 0 0 Ducts 7221 28.0 Doors Piping 0 0 r Humidification 0 0 Ceilings Ventilation 0 0 Floors Adjustments 0 Total 25775 100.0 Coolin • Component Btuh/ft2 Btuh % of load Walls 1.5 2203 8.7 Glazing 34.3 10097 39.7 Walls Internal Gains Doors 18.4 441 1.7 Ceilings 1.6 868 3.4 �� Floors 0 0 0 Infiltration 0 0 0 Ducts 8527 33.5 Ventilation 0 0 Glazing Ducts Internal gains 3320 13.0 Blower 0 0 Adjustments 0 Total 25455 100.0 Other Ceilings Latent Cooling Load = 6829 Btuh Overall U-value = 0.157 Btuh/ft2-°F Data entries checked. wrightsoTt` 2018-Jul-18 09:03:58 �- ...., .,.,.._..._., Right-Suite®Universal 2018 18.0.19 RSU13256 Page 3 �..CA. ...ide Homes\ATLANTIC Beach CC\ABCC23(Rummans).rup Calc=MJ8 Front Door faces: W Building Analysis Job: R 41 4 wrightsoftDate: 07/18/18 3rd System By: DRS A/C Masters HVAC, Inc. 445 Tresca Road,Suite#306,Jacksonville,FL 32256 Phone:904.722.8995 Fax:904.722.8944 Pro"ect Information For: Riverside Homes 12276 San Jose Boulevard, Suite #120, Jacksonville, FL 32223 Phone: 904.503.7055 Desi• n Conditions Location: Indoor: Heating Cooling Jacksonville, Intl Airport, FL, US Indoor temperature (°F) 70 75 Elevation: 30 ft Design TD (°F) 38 18 Latitude: 31 °N Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (gr/lb) 11.5 50.0 Dry bulb (°F) 32 93 Infiltration: Daily range (°F) - 18 ( M ) Method Detailed Wet bulb (°F) - 77 Shielding 3 (partial) Wind speed (mph) 15.0 7.5 Stories 1 Heatin• Component Btuh/ft2 Btuh % of load Walls 2.5 3309 20.1 Glazing 13.3 3804 23.1 Walls Doors 0 0 ' 0 Ducts Ceilings 2.2 3492 21.2 Floors 0 0 0 i Infiltration 0 0 0 Ducts 5846 35.5 Glazing 0 0 Humidification 0 0 Ventilation 0 0 Ceilings Adjustments 0 Total 16452 100.0 Coolin• Component • Btuh/ft2 Btuh % of load Walls 1.4 1885 9.5 Glazing 24.7 7055 35.6 Walls Internal Gains Doors 0 0 0 Ceilings 1.6 2580 13.0 / Floors 0 0 0 Infiltration 0 0 0 Ducts Ducts 6682 33.8 Glazing Ventilation 0 0 Internal gains 1590 8.0 Blower 0 0 Adjustments 0 Ceilings Total 19792 100.0 Latent Cooling Load = 5743 Btuh Overall U-value = 0.263 Btuh/ft2-°F Data entries checked. wrigFitsoft- 2018-Jul-18 09:03:58 !�� ..---—...•.....,._...-— Right-Suite®Universal 2018 18.0.19 RSU13256 Page 4 A1.41. ...ide Homes\ATLANTIC Beach CC\ABCC23(Rummans).rup Calc=MJ8 Front Door faces: W I Cp 11".1 ..-.3. »-. clip! ti n_�t_�� Rllil 011 • V G� � ,��\ m. , a ` ; r� 111 w • ¢ X il \ ojAhestaM ; j �� , I °�-- ! ill ---(5„----1\ '� .� �o to to - 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I J ii M U rx• «µ ♦ I vx "-k i 2 W Z } 5 I., / N PLANE ARE DEW.N SECOND FLOOR PIAN �� ACCO/�ANCE wITN Esu F. V••.I'-0' "— 1F..... FLORIDA MILD..CODE 61h EDITION!]OI1), r•eau RESIDENTIAL ; 0141ault:• ill nMVAC LOCATIOTTI ti�" ��HVAC.M ATTIC OVER WALK-IN z �� fdIIHVAC Z N ATTIC OVER GARAGE Ed 8 8HVAC 9 M ATTIC OVER LANDING- bV. a no,...r, SOUND WALL DETAIL ® • Nm A3.2