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60 ARDELLA RD - REMODEL & ADDITION PERMIT rJ�N \ I-- AP �� +CITY OF ATLANTIC BEACH -- ri"""' J -;Ii',;,:,_-1/4, 800 SEMINOLE ROAD 7. _j--f: ATLANTIC BEACH, FL 32233 � INSPECTION PHONE LINE 247-5814 ,ri0111Wr- COMMERICAL ALTERATION/OTHER MUST CALL BY 4PM FOR NEXT DAY INSPECTION: 247-5814 JOB INFORMATION: Job ID: 16-CAAR-1566 Job Type: COMMERCIAL ALTERATION Description: COMMERCIAL REMODEL AND ADDITION - FORMALLY 16-RADD-1264 Estimated Value: $120,000.00 Issue Date: 7/13/2016 Expiration Date: 1/9/2017 PROPERTY ADDRESS: Address: 60 ARDELLA RD RE Number: 172065-0000 _ J PROPERTY OWNER: Name: HAMIL JR, ROBERT M Address: 60 ARDELLA RD GENERAL CONTRACTOR INFORMATION: Name: MACK BROTHERS GENERAL CTRS. Address: 1546 GIRVIN RD UNIT 1 FREDERICK W MACK Phone: 904-237-0868 PERMIT INFORMATION: FEES: BUILDING PERMIT FEE $540.00 STATE DCA SURCHARGE $8.10 PLAN CHECK FEES $270.00 STATE DBPR SURCHARGE $8.10 UTIL REV COMMERCIAL BLDG $75.00 Total Payments: $901.20 PERMIT IS APPROVED O\1.1IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. �\ CITY OF ATLANTIC BEACH * 800 SEMINOLE ROAD J v ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5814 JJ3l9t'" PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. 1G -CPA R- 15Co & City of Atlantic Beach APPLICATION NUMBER -- -- .40416 Building Department - ��- �F Nyl-- t y (To be assigned by the Building Department.) t 800 Seminole Road 4. :4 \ • �r Atlantic Beach, Florida 32233-5445 - � 0 Phone(904)247-5826 • Fax(904)247-58 V U Z LL iJ 'Zo;319r E-mail: building-dept@coab.us Date routed: CC 2 t (., ' City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: /tea / C P\R (�[;,.,LLA Ri> Department review required Yes No , Buildin.) Applicant: M A Q_K_ B RO H EIZ S +R U r` Hing &Zonin Tree A ministrator Project: 1. l, [ i G A l'r k.) ublic Wor<, ublic Utilities R 6-m c) O E L Public Safety Fire Services Review fee $ 2_1— Dept Signature r‘4,\ • Other Agency Review or Permit Required Review or Receipt 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: APPLI TION STATUS Reviewing Department First Review: ' Approved. ❑Denied. (Circle one.) Comments: BUILDING PLANNING &ZONING Reviewed by: )1/1/- ---pate:1p7.3 Ab TREE ADMIN. Second Review: nApproved as revised. ['Denied. .,- WORKS Commentslir : PUBL , UTI I,J,TIE PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ['Approved as revised. ❑Denied. Comments: Reviewed by: Date: Revised 05/14/09 lCo -C-AAR -1666 ;j •vCity of Atlantic Beach -- APPLICATION NUMBER-- - v ,; , i, Building Department r- ‘-`-• V-r - ;,�,: ,_F �,, 800 Seminole Road (To be assigned by the Building Department.) ,: / Atlantic Beach, Florida 32233-5445 JUN 0 2 2016 I f� - „ „ j i \,, Phone(904)247-5826 • Fax(904)247-5845 '`�0;;1) E-mail: building-dept@coab.us -- Date routed: ,..1z7i (,... City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: ( -, V P\ R O E,LL(\ RJ Department review required Yes No `Building M � Applicant: + V \ R C.1< B Rur L4€-2.S ID)in c.,, --PtaiTning &Zornn t Tree A dinistrator Project: 1 j '7't G N t`A 3- ublic Wore ublic Utilities...? R 6-1Y\0 0 E L Public Fire Services Review fee $ Dept Signature • Other Agency Review or Permit Required Review or Receipt of Permit Verified By Date Florida Dept. of Environmental Protection - Florida Dept. of Transportation St. Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: ['Approved. (Circle one.) ►Denied. Comments: fee /� G /� 40ti e BUILDING PLANNING &ZONING Reviewed by:J *),d Date: 1,--G l4, !-- TREE ADMIN. Second Review: Approved as revised. ['Denied. PUBLIC WORKS Comments: J 0,44 4,,,.l.a PUBLIC UTILITIES / PUBLIC SAFETY � h Reviewed by: i�'��" Date: �/6 (c. FIRE SERVICES Third Review: ['Approved as revised. i enied. Comments: Reviewed by: Date: Revised 05/14/09 CITY OF ATLANTIC BEACH *.. 800 Seminole Road _: .; Atlantic Beach,Florida 32233 J VTelephone(904)247-5800 r . F FAX(904)247-5845 �Ji'310 REVISION REQUEST SHEET Date: —p—, ' Received by: Permit Number: � j 4j ) /�Y Resubmitted:/0 Original Plans Examiner: Project Name: Project Address: -v ?,pe/& Ka Contractor: //„ i��,., ;, ' L�i,�,01: Contact Phone : ¢ � �� Contact Name: Revision/Plan Check/Permit) e)Due: $ontact e-mail: �, c�e�z�, Description of P�ro�9sed Revision to E sting Pgnhit: ll'/odek-S o o rx� ivad 54 , Additional Increase in Building Value: $ S Site Plan Revised:70.5 � Additional S.F. 0 Public W/U Approval: By signing below. I(print name) is inclusive of the proposed c a of Contr nges. affirm that the above revision Si ,_,/, Si ature / gent(Contractor must sign if increase in valuation) Date Office Use Only —_ Date: Approved: fj) 1©L G VRejected: Notified by Plan Review Comments: ri JUN 9 2016 Department review required Yes No Building Planning &Zoning Tre- :..uinistrator Public Works Plans Examiner u. lc tilities Public Safety Fire Services Date Created 8/20/15 Rev.2 PUBLIC WORKS PLAN REVIEW COMMENTS / G .-cAig --I5( (, Date: -v2—46 Application Permit#: % // i•, - - Project Name /Address :1 0, 'G�-Piil cc, f3c)y Check Box to Application Tracking Comments Select CORRECTION ITEMS: CSMP Provide construction site management plan, including location of dumpster and portable toilet. Right- of-Way Permit is required if using right-of-way for construction parking. DPLN Provide drainage plans showing site topography(flow arrows, etc.) Cd ESCP Provide erosion and sediment control plans with installation details. Lti IMPS Provide impervious surface calculations for entire lot (existing and post construction). Section 24-66(b) of the Land Development Regulations requires on-site storage for increased run-off if LDCS adding 400 SF or more impervious surface. Provide Delta volume calculations and on-site retention 0 required per Section 24-66(b). (See attached information sheet.) Recommend Owner/Contractor meet with Public Works Director to discuss proposed construction. MEET Call 247-5834 to make an appointment. ❑ IA014/ keit/ t✓det PIM , 4 REPM 1�RAvc�cab{e-€ arllme4t-J?ermi m taine-d. / RMRO All runoff must remain on-site. Cannot raise lot elevation without measures to retain runoff. ❑ RWPM A Right-of-Way Permit must be obtained for use ❑ TSUR Provide a pre-construction topographic survey prepared by a Florida Licensed Professional Land �,= Surveyor, showing 1' contours. CONDITIONS OF APPROVAL TO PRINT ON PERMIT: All concrete driveway aprons must be 5" thick, 4000 psi, with fibermesh from edge of pavement to the —/ DAPR property line. Reinforcing rods or mesh are not allowed in the right-of-way. (Commercial driveways- (2 6" thick.) Full erosion control measures must be installed and approved prior to beginning any earth disturbing ECIN activities. Contact Public Works (247-5834) for Erosion and Sediment Control Inspection prior to start [E1 of construction. OSRO All silt must remain on-site during construction. 4+' PCTS If on-site storage is required, a post construction topographic survey documenting proper construction will be required. PLWP Pool-Wellpoint (if used) must discharge into vegetated area 10' minimum from street or drainage ❑ feature (swale, structure or lagoon). A separate pool permit is required. ROFF Roll off container company must be on City approved list and container cannot be placed on City right- lay of-way. (Approved: Advanced Disposal, Realco Recycling, Republic Services, Shappel's and Waste Pro). RWRS Full right-of-way restoration, including sod, is required. URCT Any utility cuts in the road must be repaired using COJ Standard Detail Case X and must be overlaid 10 ❑ feet in each direction from the center of the cut. Repair must be shown on the plans. S t.•'Ly�.4.1 CITY OF ATLANTIC BEACH ri 4. . DEPARTMENT OF PUBLIC WORKS N ii1 1200 Sandpiper Lane .. Atlantic Beach,FL 32233-4318 s0 TELEPHONE:(904)247-5834 FAX:(904)247-5843 www.coab.us r c. 1a-CARR-166 CONTRACTOR: DATE: 6-7-16 Mack Brothers Building Contractors,Inc. PERMIT# 1.6..B.41)1)-1,2,64 1546 Girvin Road Unit 1 AP fl ADDRESS: 60 Ardella Road Jacksonville,FL 32225 r Atlantic Beach,FL 32233 Fax: 904-220-0520 ` '4 7�c PERMIT APPLICATION FOR ADDITI N AND REMODEL Your permit application has been denistr y the Public Works Department for the reasons listed below. Please submit this information at your earliest convenience in order that we may approve your application. If you have any questions,please contact Scott Williams, Deputy Public Works Director at 904-247-5834 or email swilliams@coab.us. PUBLIC WORKS CORRECTION ITEMS:iubmit the following information to the Public Works Department) **Provide construction site management plan, including location of dumpster and portable toilet. Right-of-Way Permit is required if using right-of-way for construction parking. /'`Provide drainage plans showing site topography(flow arrows,etc.) "*Provide erosion and sediment control plans with installation details. IP/Provide impervious surface calculations for entire lot (existing and post construction). V vide a pre-construction topographic survey prepared by a Florida Licensed Professional Land Surveyor, showing 1' c tours. *Show how water runoff gets to retention area and how overflow gets to street. PUBLIC WORKS CONDITIONS OF APPROVAL: (The following comments will be printed on your permit as Conditions of Approval) **All concrete driveway aprons must be 5" thick,4000 psi,with fibermesh from the edge of pavement to the property line. Reinforcing rods or mesh area not allowed in the right-of-way. **Full erosion control measures must be installed and approved prior to beginning any earth disturbing activities. Contact Public Works(247-5834)for Erosion and Sediment Control Inspection prior to start of construction. **All silt must remain on-site during construction. **If on-site storage is required,a post construction topographic survey documenting proper construction will be required. **Roll off container company must be on City approved list and container cannot be placed on City Right-of-Way. (Approved:Advanced Disposal, Realco, Republic Services,Shapell's, Sunshine Recycling and Waste Pro). **Full right-of-way restoration, including sod, is required. 1411// el a4€,Ar nifrit he 41-4Le1t . _ - cc: Toni Gindlesperger,Building Department 4 TRANSMISSION VERIFICATION REPORT TIME : 06/07/2016 14:01 NAME : ATLCBEACH CITY WORKS FAX : 9042475843 TEL : 9042475843 SER.# : BROL7J723782 DATE,TIME 06/07 14:00 FAX NO./NAME 92200520 DURATION 00:00:45 PAGE(S) 02 RESULT OK MODE STANDARD ECM Comp. By: SRW Date: 6/13/2016 Public Works Department City of Atlantic Beach Permit No: 16 RADD-1264 Address: 60 Ardella Road Required Storage Volume Criteria: Section 24-66 of the City of Atlantic Beach's Zoning, Subdivsion, and Land Development Regulations requires that the difference between the pre-and postdevelopment volume of stormwawter runoff be stored on site. Volume of Runoff is defined as follows: V=CAR/12 Where: V= Volume of Runoff C= Coefficient of Runoff A=Area of lot in square feet R=25-yr/24-hr rainfall depth(9.3-inches for Atlantic Beach) Predevelopment Runoff Volume: Lot Area(A) = 5,750 ft2 Runoff Coefficient Area Lot Area Description (ft) (ft) "C" Wtd "C" Impervious 1,186 5,750 1.00 0.21 Pervious 4,564 5,750 0.20 0.16 Runoff Coefficient(C)= 0.37 Runoff Volume V= 0.37 x 5,750 x 9.3 / 12 V= 1,627 ft3 Postdevelopment Runoff Volume: Lot Area(A) = 5,750 ft2 Runoff Coefficient Area Lot Area Description (ft2) (ft2) "C" Wtd "C" Impervious 1,980 5,750 1.00 0.34 %ISA = 34.4% Pervious 3,770 5,750 0.20 0.13 Runoff Coefficient(C)= 0.48 Runoff Volume V= 0.48 x 5,750 x 9.3 / 12 V= 2,119 ft3 Required Storage Volume DV= Postdevelopment Runoff Volume- Predevelopment Runoff Volume DV= 2,119 - 1,627 DV= 492 ft3 Retention Ardella Road 60 6/13/2016 rS�1,y„,, �: �,. s Comp. By: SRW Jw _.; 1 Date: 6/13/2016 V } Public Works Department City of Atlantic Beach Permit No: 16 RADD-1264 Address: 60 Ardella Road Provided Storage: Elevation Area Storage (ft) (ft) (ft3) 7.5 165 0 BOTTOM 55 X 3 8.0 285 113 TOB 57 X 5 Elevation Area Storage (ft) (ft) (ft3) 0 BOTTOM 0 TOB Elevation Area Storage (ft) (ft) (ft3) 0 BOTTOM 0 TOB Inground storage=A*d*pf A=Area= 285.0 d=depth to ESHWT= 4.5 pf= pore factor= 0.3 Inground Storage= 384.8 ft3 Required Treatment Volume= 492 ft3 Supplied Treatment Volume = 497 ft3 Retention Ardella Road 60 6/13/2016 1 Co -CA{2-15Co�o fo - ` ii7.a Avis Sif J zy ' 444,dastok. .ZY X b M/7 v421- = /1d'( — - gG ptot 3 v / eattwieli 24, ci KJ 1" 4 o.ied Agfert J J /f porgy. aszf l�� G ?y2 J , / c p % 42 (/ I v 4.2 ->i2z2, �l. CA/ Sc /0/ #1,44 4 kg( lesti(' &'tde r1— ' r44' 2 6 --/s-4 i. . Yet° f9kJ t-f cf 44, .1- r( .3 �l 7f 'rt!'"‘'`j6 -) \-•%', Comp. By: SRW Date: 6/13/2016 -" ;i19' y Public Works Department City of Atlantic Beach Permit No: 16 RADD-1264 Address: 60 Ardella Road Required Storage Volume Criteria: Section 24-66 of the City of Atlantic Beach's Zoning, Subdivsion, and Land Development Regulations requires that the difference between the pre-and postdevelopment volume of stormwawter runoff be stored on site. Volume of Runoff is defined as follows: V= CAR/12 Where: V=Volume of Runoff C= Coefficient of Runoff A=Area of lot in square feet R=25-yr/24-hr rainfall depth(9.3-inches for Atlantic Beach) Predevelopment Runoff Volume: Lot Area(A) = 5,750 ft2 Runoff Coefficient Area Lot Area Description (ft) (ft2) "C" Wtd "C" Impervious 1,186 5,750 1.00 0.21 Pervious 4,564 5,750 0.20 0.16 Runoff Coefficient(C)= 0.37 Runoff Volume V= 0.37 x 5,750 x 9.3 / 12 V= 1,627 ft3 Postdevelopment Runoff Volume: Lot Area (A) = 5,750 ft2 Runoff Coefficient Area Lot Area Description (ft) (ft2) "C" Wtd "C" Impervious 1,980 5,750 1.00 0.34 %ISA = 34.4% Pervious 3,770 5,750 0.20 0.13 Runoff Coefficient(C)= 0.48 Runoff Volume V= 0.48 x 5,750 x 9.3 / 12 V= 2,119 ft3 Required Storage Volume DV= Postdevelopment Runoff Volume- Predevelopment Runoff Volume DV= 2,119 - 1,627 DV= 492 ft3 Retention Ardella Road 60 6/13/2016 - '1J`/1i J f •,;\ Comp. By: SRW Date: 6/13/2016 r, mor �_on I/ Public Works Department City of Atlantic Beach Permit No: 16 RADD-1264 Address: 60 Ardella Road Provided Storage: Elevation Area Storage (ft) (ft) (ft) 7.5 165 0 BOTTOM 55 X 3 8.0 285 113 TOB 57 X 5 Elevation Area Storage (ft) (ft2) (ft) 0 BOTTOM 0 TOB Elevation Area Storage (ft) (ft2) (ft) 0 BOTTOM 0 TOB Inground storage=A*d*pf A=Area= 285.0 d=depth to ESHWT= 4.5 pf= pore factor= 0.3 Inground Storage= 384.8 ft3 Required Treatment Volume= 492 ft3 Supplied Treatment Volume= 497 ft3 Retention Ardella Road 60 6/13/2016 � Co -� A��- Ism 1- str�., City of Atlantic Beach r . APPLICATION NUMBER ' a �' � Building Department (To be assigned by the Building Department.) - 800 Seminole Road r Atlantic Beach, Florida 32233-5445 ( rs=momma- 41 Phone(904)247-5826 • Fax(904) 247-5845 y E-mail: building-dept@coab.us Date routed: CD ®I City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: C V R Q E.LLA Rb Department review required Yes No uildiny� Applicant: f RCA< Y c-E-2 S Ru) Hing &Zornn Tree Administrator Project: � Q C CTt Q/\.:) IU LL(1571—Ac Wor1c�ePriblic Utilities R &(yN c) 0 E L Public Safety Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date f, of Permit Verified By `�� Florida Dept. of Environmental Protection Florida Dept. of Transportation e. St. Johns River Water Management District Army Corps of Engineers tiDivision of Hotels and Restaurants tDivision of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS , Reviewing Department First Review: ❑Approved. enied. (Circle one.) Comments: -r- BUILDING ^- PLANNING &ZONING Reviewed by: Date: [_jt 4116 TREE ADMIN. Second Review: -roved as revised. 111 pp ❑Denied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: 1( t 1 6 FIRE SERVICES Third Review: ['Approved as revised. ['Denied. Comments: Reviewed by: Date: Revised 05/14/09 �S rLyr `s CITY OF ATLANTIC BEACH rJ A s 800 SEMINOLE ROAD !J i - ATLANTIC BEACH, FL 32233 Yr ` (904) 247-5800 BUILDING DEPARTMENT REVIEW COMMENTS Date: 6/14/16 Permit#: 16-RADD-1264 Applicant: Fredrick Mack Site Address: 60 Ardella Address: 1546 Girvin Rd. Review: 1 Phone: 220-2500 RE#: Email: THIS BUILDING DEPARTMENT REVIEW IS ONE OF 4 DEPARTMENT REVIEWS. PLEASE FIND ALL DEPARTMENT REVIEWS AND ADDRESS ALL COMMENTS. Correction Comments: Application is disapproved for the following issues: 1. Please reference the FBC-Existing Building(EB), Section 301.1. This project appears to be Change in Occupancy, Addition, and Alteration Level 3. If so, please reference those chapters and provide the required information and details. 2. Please submit all design criteria and Code analysis, including: -Occupancy type and load -Building type. -Area tabulation. 3. Please submit Energy Sheets, including calculations, Manuals S and D, and duct layout and design. 4. Please submit all insulation details, including any plastic spray foam in the building and spray foam ESR. 5. Plumbing Code requires a drinking fountain and possibly a service sink. (Occupants?) Please note: a change occupancy calls for all areas of the building to comply with current building code. Dan Arlington, 247-5813, darington@coab.us tt 1 ,(Ne .0.1. l Co BUILDING PERMIT APPLICATION CITY OF ATLANTIC BEACH FILE COPY 800 Seminole Road,Atlantic Beach, FL 32233 Office(904)247-5826 Fax (904)247-5845 1 c —C!1 15(O& Job Address: 60 Ardella Rd Permit Number: /6- PII2L. -1-2-61 Legal Description 19-16 17-2S-29E Donners Replat Lots 15,16 Blk 16 Parcel# FIoor Area of Sq.Ft. Sq.Ft Valuation of Work$ 120,000.00 Proposed Work heated/cooled non-heated/cooled Class of Work(circle one): New Addition Alteration Repair Move Demolition pool/spa window/door Use of existing/proposed structure(s)(circle one): Commercial ) Residential If an existing structure,is a fire sprinkler system ins near(c.ircre one): Yes Up N/A Florida Product Approval# For multiple products use product approval form Describe in detail the type of work to be performed: Addition to Existing Building with Porch, Total Remodel Property Owner Information: Name: Dennis&Judith Leroux Address: 1745 Selva Marina Dr. City Atlantic Beach State FLZip 32233 Phone 303-4350 E-Mail or Fax#(Optional) Contractor Information: Company Name: Mack Brothers Bldg Contractors, Inc. Qualifying Agent: Frederick W. Mack Address: 1546 Girvin Rd. Unit 1 City Jacksonville State FL Zip 32225 Office Phone 220-2500 Job Site/Contact Number 237-0868 Fax# 220-0520 State Certification/Registration# CBC1258062 Architect Name&Phone# Engineer's Name&Phone# Lou Pontigo&Assoc., Inc. 242-0908 ` Fee Simple Title Holder Name and Address • Bonding Company Name and Address 11A.4O_K JJC. 1. Ca q mq,., I • C o Mortgage Lender Name and Address �1 Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. This permit becomes null and void f work is not commenced within six(6)months,or if construction or work is suspended or abandoned for a period of six(6)months at any time after work is commenced. I understand that separate permits must be secured for Electrical Work,Plumbing,Signs, Wells,Pools, Furnaces,Boilers,Heaters, Tanks and Air Conditioners,etc. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. I hereby certify that I have read and examined thisplication and know the same to be true and correct. All provisions of laws a d ordinanc•s governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give , I .rity to vio -to or cancel the provisions of any other federal,state,or local law regulating construction or the performance of construction. --- Signature of Owner •- ��'w\� � Signature of Contrac ,.. e.._.a. Print Name C2JJ e-'37- 13 - Y"l.�o 12 .._...._ _............_..___.��....._......_.._..._._......_. Print Name rag-t ck W ce---•e--- Sworn tc and subsc ' ed before me Sworn tqq and subscribed before me this f a of Jay, ,20A this O "Day of /41 A-/ ,20/6 Notary P e c Notary Pub, 3A-41r- :° ° +Y.ti;'' PAMELA HRYNCEWICZ - --- s Revised 01.26.10 •.: MY COMMISSION#FF 098164 .,, W. " : EXPIRES:March 4,2018 _ �"• y! PAMELA HRYNCEWICZ MY COMMISSION#FF 098164 ' f.t Bonded Thio Notary Public Underwriters ^1 ' = EXPIRES:March 4,2018 % Bonded n - - "�.,?pr Cdr Thar -- Pe r rn r'7- # /6 - eA po- 1a 6 , NOTICE OF COMMENCEMENTPILE COPY State of Florida Tax Folio No. County of Duval To Whom It May Concern: The undersigned hereby informs you that improvements will be made to certain real property,and in accordance with Section 713 of the Florida Statutes,the following information is stated in this NOTICE OF COMMENCEMENT. Legal Description of property being improved: 19-16 17-2S-29E .264 Donners Replat Lots 15,16, BLK 16 PT Govt Lot 3 Recd o/r 16714-1543 Address of property being improved: 60 Ardella Rd.,Atlantic Beach, FL 32233 General description of improvements: Addition to Existing Building with Porch,Total Remodel Owner: Dennis&Judith Leroux Address: 1745 Selva Marina Dr.,Atlantic Beach, FL 32233 Owner's interest in site of the improvement: J Fee Simple Titleholder(if other than owner): Al Name: Vontractor: Mack Brothers Building Contractors, Inc. Address: 1546 Girvin Rd. Unit 1, Jacksonville, FL 32225 Telephone No.: (904)220-2500 Fax No: (904)220-0520 Surety(if any) Address: Amount of Bond$ Telephone No: Fax No: Name and address of any person making a loan for the construction of the improvements Name: Address: Phone No: Fax No: Name of person within the State of Florida, other than himself, designated by owner upon whom notices or other documents may be served: Name: Address: Telephone No: Fax No: In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.06(2)(b),Florida Statues. (Fill in at Owner's option) Name: Address: Telephone No: Fax No: Expiration date of Notice of Commencement(the expiration date is one(1)year from the date of recording unless a different date is specified): THIS SPACE FOR RECORDER'S USE ONLY OWNER Signed: e �CS � - Date: ..5--/6�c Doc#2016123329,OR BK 17581 Page 1345, Before me this /6Y dayof Number Pages: 1 Of Florida,has personally - in the County of Duval,State Recorded 06/01/2016 at 01:45 PM, Notary Public at Large, appearede �jfD �/�duX Ronnie Fussell CLERK CIRCUIT COURT DUVAL g >State of Florida,County of Duval. COUNTY My commission expires: Ma 1/ .2 0/8' RECORDING$10.00 Personally Known: ;.- -- / Produced Identification: or ;:h fk, PAMELA HRYNCEWICZ r a.; '•" :41 MY COMMISSION II FF 098164 ;�'•. ,�� EXPIRES:March 4,20186) ;f;:c /;:-'41 ;, Bonded Tin Notary Public Underwriters 1 (0 -C AA2- l 5 Co(,o ,-s,yv -1 City of Atlantic Beach APPLICATION NUMBER - •- Building Department r ,>> parmen (To be assigned by the Building Department.) 800 Seminole Road 61, -, -) Atlantic Beach, Florida 32233-5445 I • i•a. Phone(904)247-5826 • Fax(904)247-5845 / _ •, :"....01119%-} ;119%- E-mail: building-dept@coab.us Date routed: �fJ Art City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: (e- l'A R Q(;Ll_(a R..6 Department review required Yes No u iE ZT gi Applicant: M A C-l< ,2 RCS i t-4 G--R S RLoG, _. ring &Zonm) Tree Administrator Project: f (7)cif: G i' L ublic Wor ublic Utiliti> R &Y\C 0 E („ Public Safety Fire Services Review fee $ Dept Signature • Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection Florida Dept. of Transportation St. Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: Approved. ❑Denied. (Circle one.) Comments: BUILDING PLANNING &ZONING �� Reviewed by: /�"'0/ [� Date: t72e/(c TREE ADMIN. Second Review: A roved as revised. ❑ pp ❑Denied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. Comments: Reviewed by: Date: Revised 05/14/09 `"; '0 CITY OF ATLANTIC BEACH J / : ss � 800 Seminole Road :-- - J Atlantic Beach,Florida 32233 J ;r Telephone(904)247-5800 llp FAX(904)247-5845 REVISION REQUEST SHEET 1 C -C PA2-15 c. Date:-1/4 Received by: Resubmitted: Permit Number: I .1-- , 111. a. ".Original Plans Examiner:. 2/4/ Ar '.i - Project Name: Project Address: .-,• „�,;/Mertz! eb. L71//c14' � ��: Gt(( Contractor: W)7 41I 'PXP,/I , ' Contact Name: e /M Contact Phone : 23 �L� � Contact e-mail: �2) 614, 1 p a �. Revision/Plan Check/Permit Fee(s)Due: $ �T��_ Descri s t'1 n of Pro•osed Revision to Existin 1 Pe mit: • ied- [err s.. i /Uoh o evar .4 s 4_, ,zz._,v ozAke,.,Ai •��e 2a,�' fr 7.4„i / c/��,4vs- �iP Sato Additional Increase in Building Value: $ Additional S.F. Site Plan Revised: Public W/U Approval: By signing '-low.I(print name) ..,1/24W ' affirm that the above revision is inclusi of• •.pr..osed changes. -s , IL Sign re of Con a'tor/Agent(co h -2 /� Ca n� � Lo>-n vV�Nc;a+ to Z-Oto 1,u,i• i h 4 j2 , oo Date: Approved fled by: Plan Review Comments: ay rT1.1� Department review required Building Planning &Zoning Tree Administrator Public Works Plans Examiner Public Utilities Public Safety Fire Services Date Created 8/20/15 Rev.2 K BROS. BuildingContractors , Inc. BUILDING MACK CONTRACTORS 1546 Girvin Rd Unit 1 • Jacksonville FL 32225 • Ph(904)220-2500 ♦ Fax(904)220-0520 July 1, 2016 REVISED INFORMATION FOR PERMIT JOB ADDRESS: 60 ARDELLA RD., ATLANTIC BEACH, FL JOB TYPE: RECORDING STUDIO REMODEL CONTACT: MACK BROTHERS BUILDING CONTRACTORS FRED MACK— OFF. 220-2500 CELL 237-0868 EMAIL: mackbbcl@gmail.com NOTE: DAN ARLINGTON TOLD US WE COULD TURN IN HVAC ENERGY FORMS AFTER PERMITTING. FLORENCE HENNER SHOULD HAVE READY NEXT WEEK. 11 Website:www.Mackbrosbc.com • Email: mackbbcl®gmail.com Building License#CBC1258062 • Roofing License#CCC1329497 • Home Inspection License#HI 1570 • Lead Renovator License#R-1-8865-10-02024 }/� r. nY • -0 EXISTING WALLS /SHOWN SHADED ((( SPINAL o MATO TE ATN H Ex15T. ® INSTRUMENT ROOK A INFILL TO 00 PATCH E%IST. \ r \i' . 'n 6'01_000R / j ISO ROOM ' N. ` ISO ROOM P IXISTATCH Z \ / SIDNG TW 1 CONSOLE ROOM1 / – INFILL TO / uATCH E%IST.JRIflIRi I ----- inn 1 Tc. 1 _ , l OFRONT ELEVATION NH SCALE IA- - 1' - 0' /11ELEC E — /// // / / A/C MEM Q m m fol PAT doa 40 °-} INFILL 10 IRECEPTI°y MATCH EXIST .1 i , ry :� • tin Ik4I OREAR ELEVATION ,2.-8./ 3'-0- j j ,._°. j 2._8. SCALE I/8' - I' - 0- PORCH fi fi Sfi n Building Code Summary n Occu anc T eBasic Life Safety Plan P Y yp Signage-'IR"for Light Frame Trusses OFLOOR PLAN Occupancy Load ADA Signage Compliant Live Floor Load �`"`� "` _ ' °' Type Life Safety Path Information Recording Studio Non- Sprinkler INFILL TO r 7 MATCH EXIST INFILL TO I 11)I MATCH Emu Ai EAST ELEVATION _ SCALE'. I/0- - I' _ 0- 1 l CO—Cf2kA iZ-I 5(o Calculations- kW 801EDI0E. .,w.w...a�..,,a , ITEri. .. _. _wry-81ZE Total Lot 5,750 Se Ft a+. 1 3Acre) �/ Total Impervious 2A35 Sq Ft /.t, •w.r..,,. • Cleny orear,. °L1 Total Pervious 3.315 Sp Ft ..,,,,,,w. J ++.• •awa ,.. '•"'" ,•.P,a+i (mi.- PAawa >r'h Total Parmelee Foot ..w..,.,.... Trees Ln Ft f ..w .rta .• ,,,.�, Tees Required.tiler;>0'n Total Trees- 8 _ ••`""„^,•�^ ,.,,,,.• •-.- 15.Shade Trews 25'Cal ^4'�`w.' ___ .3.Pale Trees WV at.IanIGMW/S 10 et In070aeMt ftCTI SCALE:1"•10'-0" Po ARDELLA ROAD 11. •—•—•—• •—•—•—•—•—•—— • n J ..... SOU i at,e...w SOD xttr� yp"}� - 1 ,,.etr•.rnnrrl,w \nhw �,- 1�ryn, iN In i y =.j •?c.:T k'�ri�iI�A - 4.•)Arrsr.•• i 1,. tin17 Y+,1/ Ii tr t 1 9'x 18 •'r'k r,x 11.44A,, .� V C.,So, an ; t Perklna 4-'T • P.., ! f▪ t•4�F '> 4,4 y•aYA�..Y i,..1'1214.,(4. r/ I(';.A;sf Cfr, CJti^h'4 lel-`' i i " ��,. !` I i i. ...tl tt:.,404.r. 7 i. L 11 ,�-,,,,,,v..,y ,:'I i I ., • i 1 .q • �+ 1 9� 15'%24' .�'�r� 1'y ! •/ i f I Adddlon , ! 1 101.61 i : "'°. p A� .. : t. 74:41. • ,>`.,s� 1 r,"..".... �: a ,tib,i4 1' I i gam t P, l I I iA.,,.••rT-7jifr, lar 14 �r 5 CI; !i 14. j' ,tr r}',-_i 4 Daly7K NOM,K1— '. � .Y.`41 INISMEA j ZONED COMMERCIAL li 11 1 Story .. �, h, • 4, sa-. ' ` / I iSW Masonry %;,,,t,:it,,,,..4-4P4P :Ai' -1(, ie t #60 x" / 4 ..n y�(',r, 't.,yy II 8 f ;;.0 II Yr.s`:; L ',` �/tI'�'(I/, )pyo\1/////��Jpy�.1rI II i.C. .. 4.41,4,40:V " Y 't lam.. btj1 II kw,�lu`NG, 1JK-f•IIYJ li a ,.".t,Y b,; h ',,, � t'�AA.IU,a Ia 1VL1 ii _ .r; a� 1 1'F1A-�- ik:4ias > 11 4iL4 .' ;fir;!;,,.,, : „•,„,..:. ,..,+'Mr:,„„i Sop +1 itli .•�, r; �,ocyi�ca. �J y;.1 SF ti} N•.`yVy.l �. taldfY.araee 'ri>�S.>:�i�ye it'�.�1 /y y e)s 1 t. St+ rt' ��'... 11 it li C vN(,� _._. .— ,x'i Y, '*(a r al 6 .i+ , is Puna» �' , .k�`_ �[a� /.�,{h�� ;k :,'$.,3t00 0 1 Sano 11 7%18• Y' Ic45,3tSi S`AktY , 434i J t„! 11 e I Handicap Parking ` `^. 'n)YrS,e ; A]� • 1 i� H • r.i� i2N '! 1i It' k . -rAV z i�7 4.i"w1' i.a, ... z ,; ii h/ m ,> 4,4p:tS�'VAPi .} 1 x `ty;;Vi7i i APPROVED li r:,.e.o li, • 1.' $ 9•x 18 4.its i'•'?S kk' "4•r: . Fip.\41 Sv'y,! Jj / M i 11 '. rtegix irtf'„�H_,,t �,1=f`!'• •�vwi O•si-'Ist�"" „,,,VR-1117.,.c4.;''''-:,..i P j--1 ✓ t.0��b�) fat A , 1 i e z.• •r *,?...1,t;15,-'" �zy +,3c N i ,�,t w,,,V N Ttn"-4.00'v rK.'1 1 (o •. `T4'.,-;'.5..V.•- �1+•� 3, G•yyo .t��,�••y`\,.i�•f"t � 1 �,�j�� b/ ii t ¢t` rAsget ssf''•:4.........4'!T' '.,.....:,,A1„.„......,,,,..,.,....t� t"-,5,..,lyW t ,! '�1f/ ( k /i�.N/ 11 y 9•x 18 �>ra 1312. s.itr • n"$4.: <,,yi iii • %1 II to'.rrrt...,,..°A �'••••• •,4r. ty ¢ Padang l P.i ,,Ory�", .,•"?...*-4't t ,k+v. `. N Ib'Y,•( II y ,s4" 4 1SY}• M1ti`-4�.�i„ S'eZdM1:•- ,y,.1.,,,,,,;r0,1,..„1s1fi` •••,,,, •T'.�}'Ili ti 1 C' 4$ 4 t r1'- . 40;J"Y �Yj'Y 1ti • .:41 11 II� .F. +ree,''1•5•,,,•'1/4.4,. ' ' ,x. 4'�i.,'r., VA , Abandoned Wed /� / I 6'., 6 1, ' SOD n t.w,. .......... 1 4,,,, fib, il EMPTY LOT 11 ADJACENT HOUSE LANDSCAPE PLANVIEW Date: II•1 b', MUsk StUdio * C3ardon Room Dr swim.No 60 Ardella Road Landaoape 176a1Qn, Inc. L-1 MOM 3002 South 3rd Street ov Atlantic Beach.Florida 32233 Jaokaonvllb semen. Florida 32260 tT(1 StuClto/Call-904-237-0030 1 ....0,r: MAP SHOWING BOUNDARY SURVE1......, 0 F: (LEGAL DESCRIPTION AS FURNISHED) LOTS 15 AND 16, BLOCK 16, DONNER'S REPLAT, AS RECORDED IN PLAT BOOK 19, PAG6 OFTHECURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA, ALSO BEING MORE PARTICULARLY DESCRIBED AS LLOWS: A PART OF GOVERNMENT LOT 3, SECTION 17, TOWNSHIP 2 SOUTH, RANGE 29 EAST, DUCOUNTY, FLORIDA, FOR A POINT OF REFERENCE, COMMENCE AT THE INTERSECTION OF THE EAST LINE OF SAID LOAND THE NORTH LINE OF THE CASTRO Y. FERRER GRANT (SEC.38-2-29E) AND RUNNING NORTH ALONG SAID EAST LINOF LOT 3, A DISTANCE OF 167.20 FEET; THENCE WEST, A DISTANCE OF 50.00 FEET TO THE POINT OF BEGINNING; ENCE NORTH, A DISTANCE OF 115.00 FEET TO THE SOUTH SIDE OF A 30 FOOT STREET; THENCE WEST, ALONG THE SOH SIDE OF SAID STREET, A DISTANCE OF 100.00 FEET; THENCE SOUTH, A DISTANCE OF 115.00 FEET; THENCE EAST, DISTANCE OF 100.00 FEET TO THE POINT OF BEGINNING, AND BEING DESIGNATED AS LOTS 15 AND 16, BLOCK 16, OFSURVEY AND PLAT MADE BY I.R, WELLINGTON, SURVEYOR, MAY 4, 1940. SET1/2"/RON PIPEAR4ELLq R(s'REFCOR L.B #669630RlGHT� 'DAD Q EFERENCE TO CORNER) OF"WAY/ .1.• 6�ae too`� ASPHALTMTOI 57 —~� /•g. 44, 156.50 NTS 7Q0OO' if .O O/9� q ' ^ 50.00 NTD % i.6. 5p.(95.00' IRON PIP ittace E TO IRON ASPHALT HOUND 1/2"IROH P/PE OCk• �/ et 4,o/ (wm. opt®: 0p' (P(qT p..E) IDENTIFICg710/� Q ti 2 *(SEE Him : ) 90 (FLAT) :141',L me ~� �\N a:. • oA . I ® si'00' N.T. Q Q. _.14 N 1— • + %; R I t, FOUND 3/B" DO OJ �,i --I Or- 41.: �� NO lOENT/F/CgT pNB4R 4 2O WLo2 tau (2.74' SE) p dro0 , 1 In co l� p `+J4 Q•t fv��' I-0 r'1 N Lt CO ^, i 14QL� O O .1�r. N r` .N o `� Jo W F- o •i... ..az.•.... r--- IRON o a � • SET 1/2"IRON PIPE .... $ $ REFCOR. L.B. #6696 (5, REFERENCE TO CORNER ) k 04'h , ® , (Nor s1 � r FOUND 1/2" IRON PIPE AND �' 50.00' PLAT o ARrEs�w 2'x2" BROKEN CONCRETE MONUMENT FOUND LEANING CONCRETE 9 IRON PIPE 50.00' p�T ({� NO IDENTIFICATION , COLUMN ON TRUE CORNER (SET1ODO�IRON FIFEr 1/2"/RON P/PE �D0 50.Op NTS REF.COR, L.B. POINT OF BEGINNING / 6 LOT 6 g (5' REFERENCE TO CORNER LOT 7 I *NOTE: THERE IS ALSO A WOODEN BENCH 4LOT 8 vi LOT 20 'WITH A COVER CONNECTED TO TWO 4X4• LOT 9 N � WOOD POSTS THAT ENCROACHES THAT WAS NOT SHOWN DUE TO BEING IN POOR SHAPE 2 S qq� Nv ANGLE TABLE • o A = 90'10'39" o B = 89'49'21" vrNDTES, THIS PROPERTY UES IN FLOOD ZONE X'PER FL00D INSURANCE RATEMAP(FIRM), OUVAL COUNTY, COMMUNITY No. 120075 (CI Y OF ATLANTIC DO BEACH), MAP/PANEL No. 12031C-0409-H, REVISED JUNE 3, 2013A,LALL '"TERIOR RANO�HOWN HEREON ARE AS FIETD /NTPor/ANT_OF:777: `501�I�HRSROADNO BUILDING ON.T.S. DENOTES NOT/L DENOTES ORE VER OSCALLEBr PIATWITH(�ASTR_ 5 I,y�OOHE LS. Air E OVER AD LECTTRIC LINES '� `� Y, f G4STRU y FEjq?E�G� N NRB DENOTES TELEVISION RISER BOX ALL LOTS SHOWN HEREON UE WITHIN BLOCK 16 —X— DENOTES 4'CHAIN LINK FENCE EXCEPT AS NOTED CERTIFIED TO: X —//— DENOTES 6'WOOD FENCE EXCEPT AS NO DENNIS L. LEROUX 1.c JUDITH W. NGS. INC.THERE MAY BE ADDITIONAL RESTRICTIONS THAT ARE NOT SHOWN ON TITLE AMERICA REAL ESTATE CLOSINGS, THIS SURVEY THAT MAY BE FOUND IN THE PUBUC RECORDS OF Duval COUNTY, FLORINWESTCOR LAND TITLE INSURANCE COMPANY • I hereby certify that this survey meets the minimum technical standards as set forth by I the Florida Board of Land Surveyors, pursuant to DURDEN i Section 472.027 Florida Statutes and Chapter 5J17 Flori Ad trotive SURVEYING AND MAPPING, INC. 1825—B 3RD STREET NORTH I JACKSONVILLE BEACH, FLORIDA 32250 1 (904) 853-6822 Fax 853-6825I FLORIDA REGISTERED SURVEYOR Na 470 LICENSED BUSINESS NO. 6696 H. BRUCE DURDEN,Jr. SIGNED MARCH 02. 2014 SCALE: 1" = 30' WORK ORDER NUMBER: 14079 R R a THIS SURVEY NOT VAUD UNLESS THIS PRINT IS EMBOSSED WITH NE SEAL OF THE ABOVE SIGNED. v—v r 52 i ' w I Q I o E o LJ /EXISTING 1 STORY = I BLOCK RESIDENCE #60 w w // 0 m Q U W Z Q Ct J Q O 0 I 1 D ~ o NEW 1 STORY 0 J BLOCK ADDITION W 0 O Q w o Et co U w 1. 1z'-+iNEW PORCH ADDITION o w 1 1 4. I I -- ARDELLA ROAD /� SITE PLAN A - 1 o 1,8. 1,;-0 Q 0 CL _ LL I U J W 4,1 t� m 1 S--OR`f 1 U / \K ti RES\O CE #60 ' O BBDO W Q I CC Q O p 1 D o 0 1 `',/" ' z Q ` - J NEW 1 STORY 0 J BLOCK ADDITION W O 4, 01 U Li o Lo 1 . I 12-4j NEW PORCH ADDITION r ! i • ARDEILA Pr"" ~ - L. - b Si • .6/f :31YJS � � _ - Nb7d 3115 ObOa b113p,b --7 r I fT N01Ill O Haaodb MA ID CD O \ ��h .I Y �� 'f `t‘ CITY OF ATLANTIC BEACH s 800 SEMINOLE ROAD 5 Z ATLANTIC BEACH,FL 32233 (904) 247-5800 .kt 01119 BUILDING DEPARTMENT REVIEW COMMENTS Date: 6/14/16 I C—CARR- 1 S( Permit#: 16-RAID-1264 Applicant: Fredrick Mack Site Address: 60 Ardella Address: 1546 Girvin Rd. Review: 1 Phone: 220-2500 RE#: Email: THIS BUILDING DEPARTMENT REVIEW IS ONE OF 4 DEPARTMENT REVIEWS. PLEASE FIND ALL DEPARTMENT REVIEWS AND ADDRESS ALL COMMENTS. Correction Comments: Application is disapproved for the following issues: 1. Please reference the FBC-Existing Building(EB), Section 301.1. This project appears to be Change in Occupancy,Addition, and Alteration Level 3. If so, please reference those chapters and provide the required information and details. 2. Please submit all design criteria and Code analysis, including: -Occupancy type and load -Building type. -Area tabulation. 3. Please submit Energy Sheets, including calculations, Manuals S and D, and duct layout and design. 4. Please submit all insulation details, including any plastic spray foam in the building and spray foam ESR. 5. Plumbing Code requires a drinking fountain and possibly a service sink. (Occupants?) Please note: a change occupancy calls for all areas of the building to comply with current building code. Dan Arlington, 247-5813, darington@coab.us 1 r 1 • T ; �- (7 D o p y b b i • A� a - .» - c_. c-. ti0 00 �1 oN Vi :A W N d\ lh W N rri A O 'L7 A fL 2 Z) ° 0 c vi o do`a 0-4 w cp o ° a: -. -0 Fs a a a 12. a 0 r* a a- g o. C -, 3 b o' do (E ^ = o vl E . 7st n Sr = i Fs Dao a' a c dao C ar p .a ac .,7 z I. cn '` oaCP � cc, n C 5aCr C ' rD a a a a .- LA (D (a "� o a . N 3 coo co ZJ C ~d •--4 o NCL x OC O ' Q' .-- 5 '13 O °a =• " t ' a O A 2 - O = o -9 -0Q' w • -s a.. ro - C Jc o 5 .---j o ° s r• Y :r p? a, -3 C a E.aa � v n x i7 A r� Cr, C) G o . C --+ • CA ! ..____ 3 co = N p' -0Vv �. xtr,n 9 AN F.,.. - A OCo .., O ,.<a •- — < C 1 O a nn S✓ Y ft a E'• a 0 I- r a, o y z g. s 9 Cd N go o.. Q a .. a Cr o x cy. o t~1 I to m P c r m C E o c 4t cro Co c a a. c coo o a- ON Ch W N -- O :0 Pc ..--1Q\ IA W N -- /b - p >0 00 V C1 k-A :A WN b A N o . XnrrXg � z � CdzXc > Op •cnn3ngn4m � v� zzop o 0 • 0 0 0 c o o = v) ,-. .4 c ° CI q •-• tc) -a 2) o_ - c(4 00 r- 'moo _a- o c ei w 2 2 'C 0 PZ co 0 d� oo ' v io o o• = C CD q SW -n 1 - -4 . 1-1 °' D = N A m c .0 0 CI C A d A tn A 'L7. O' r. i i r i 14 o' 0 1 ° ft ft I r i o o A Vc i N O A m f 4t - - rii- n b to '—• M W N •—• O •p 9O �I 9\ Ch W N -- O „�„3 01 l!^ J='• W N = QO J X . O u C7 'b n n ifLfHIf n flIt(A sz O O o 0-3 °, �, = Leno 0- n is ep co H 0 co C 41 0m co 0 C) S O COCD su 3 c , b CD c 0 73 eD9 0 , i v� , , • , • '..tio. .0 r‘ 0 dn XJE r CD O � L S r. AD O' co y cr T fp r # rn 0) 0 4 . _._, C-' 0 co az It I . CD CD n C7 (.) = � N' C iD 3 c _a. a ff }off E. x f r = "L3 q Ft. pi 0. N — �p IJ O 0 W g A O 0' n. z © Z z su o Z " Q) '4:- r 5 3 = X in z g OI. - by c Sr gr w fD 0 O .::s w - ark co 00 =5. A n 3 aui• ffacro• 0z q 0 03 , o- "c3 Z 8 2- e3 -v (I) 5 5 nv o 1! , a) ....... -, • 0..73 a b b so 0 ,y: 0_ CD 5 Po V) n. 3 0 5' e, 0 � C) Co X E. o P- Al c a = aq * iv' ert K o co o Ca� C b C -I 0a rn a - 6 5 c w. zc r — °, a. 0 Y— 2 n o a - a✓ col ^ CO .13 CD " 0 CD 0 O a. • CO 0 a) `. N co c ;t: 7474 X N 7 Ici nag o cr N) '"' p co 0CD N 1 :' 04.4 • c -I 3 (7 ° o 3 S---------,r.N n o 3 O Z, v, Z." 'c C A co o o -g B =O a i @ m CD- o It U) y .3 o g _5 co O. ti 5 _•.73 5- — S•" AW CD = '• '3 CD CD H L f Lou Pontigo & Associates, Inc. . Ph: (904)242-0908 V A CONSULTING STRUCTURAL ENGINEERS Fax:(904)241-9557 420 Osceola Avenue, Jacksonville Beach, Florida 32250 410 410 June 27, 2016 Re: Ridge Beam Vs. Collar Ties Project: 60 Ardella Rd. Atlantic Beach, Fl 32233 To whom it may concern, The purpose of this letter is to affirm that by adding a structural ridge beam to support the modified existing roof framing the thrust component of the roof force is resolved. vesix PO Th Sincerely, 3�a``,`,J`c?GENs••ec•o, Luis A Pontigo PE v; �. ( #0.53311 •; JUN272016st FL PE NO 53311 TATE OF 4O'tit. •c.OR1OP•.••a�c, Lou Pontigo, P.E. ��`%ss/ONat VI. 06/27/16 "`---ift"�ml�"'°'.� I� > r- (7 • 41110 Your `Solutions' Consultant ESICC EVALUATION Most Widely Accepted and Trusted SERVICE ICC-ES Report ESR-1826 ICC-ES I (800) 423-6587 I (562) 699-0543 I www.icc-es.org Reissued 02/2016 This report is subject to renewal 02/2018. DIVISION: 07 00 00—THERMAL AND MOISTURE PROTECTION SECTION: 07 21 00—THERMAL INSULATION �/�/� / �� 5S eel REPORT HOLDER: 0,....3„wth, ICYNENE, INC. 0 WeeibiArnee/'- 6747 CAMPOBELLO ROAD /// M2 ith l�¢ 'r6° MISSISSAUGA, ONTARIO L5N 2L7 CANADA EVALUATION SUBJECT: ICYNENE CLASSIC, CLASSIC MAX, CLASSIC ECO AND CLASSIC PLUS 4\ EN ICC ICCsTiErs-ThICC PMG LISTED Look for the trusted marks of Conformity! ' IOUS "2014 Recipient of Prestigious Western States Seismic Policy Council (WSSPC)Award in Excellence" A Subsidiary of c of:i ICC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not "`c PS 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 to any finding or other matter in this report, or as to any product covered by the report. ^ 0 u. hO LGN Copyright©2016 ICC Evaluation Service, LLC. All rights reserved. ICC EVALUATION ...,..--3OSERVICE Most Widely Accepted and Trusted ICC-ES Evaluation Report ESR-1826 Reissued February 2016 This report is subject to renewal February 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 2.0 USES PROTECTION Icynene Classic, Classic Max1,.Classic Eco and Classic Section: 07 21 00—Thermal Insulation Plus are used to 13'ra-1E6-Thermal insulation in buildings and REPORT HOLDER: to seal areas such as plumbing and conduit penetrations against air infiltration. The insulations are for use in wall ICYNENE,INC. cavities and floor assemblies; and in attic and crawl space 6747 CAMPOBELLO ROAD installations as described in Section 4.4. MISSISSAUGA, ONTARIO L5N 2L7 The Classic, Classic Max and Classic Eco insulations are CANADA for use in Type V construction under the IBC and dwellings (905) 363-4040 under the IRC; fire-resistance-rated construction when www.icynene.com installed in accordance with Section 4.5; and in Types I through IV construction when installed in accordance with EVALUATION SUBJECT: Section 4.6. ICYNENE CLASSIC, CLASSIC MAX, CLASSIC ECO AND The Classic Plus insulation are for use in Type V-B CLASSIC PLUS construction under the IBC and nonfire-resistance-rated construction under the IRC. 1.0 EVALUATION SCOPE The attributes of the insulations have been verified as 1.1 Compliance with the following codes: conforming to the provisions of ICC 700-2008 Section 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 ® of this report. The user is advised of the project-specific • 2012 and 2009 International Residential Code®(IRC) provisions that may be contingent upon meeting specific • 2012 and 2009 International Energy Conservation conditions, and the verification of those conditions is Code®(I ECC) outside the scope of this report. These codes or standards • 2013 Abu Dhabi International Building Code(ADIBC)1 often provide supplemental information as guidance. 'The ADIBC is based on the 2009 IBC.2009 IBC code sections referenced 3.0 DESCRIPTION in this report are the same sections in the ADIBC. 3.1 General: • Other Codes(see Section 8.0) 3.1.1 Classic and Classic Max: Icynene Classic and Properties evaluated: Classic Max are low-density, open-cell, polyurethane foam • Surface burningcharacteristics plastic insulations and air barrier systems that are 100 percent water-blown with an installed nominal • Physical properties density of 0.5 pcf (8 kg/m3). The insulations are■ Thermal performance(R values) two- component, spray-applied products. The two components of the insulation are polymeric isocyanate (A-Component, • Attic and crawl space installation also known as Base Seal®) and proprietary resin • Fire resistance (B-Component, Classic or Classic Max Resin). When stored at temperatures between 50°F (10°C) and 100°F • Air permeability (38°C), the components have a shelf life of six months. • Noncombustible construction 3.1.2 Classic Eco: The Icynene Classic Eco foam plastic 1.2 Evaluation to the following green standard: insulation is two-component, low-density, open cell, spray- applied, foam plastic with a nominal density of • 2008 ICC 700 National Green Building StandardTM (ICC 0.5 pcf (8 kg/m3). The polyurethane foam is produced by 700-2008) combining a polymeric isocyanate (A component) and Attributes verified: proprietary resin, Classic Eco (B component). When stored at temperatures between 50°F (10°C) and 100°F (38°C), • See Section 2.0 the components have a shelf life of six months. 4 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 M 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. cVaiaiti Copyright©2016 ICC Evaluation Service,LLC. All rights reserved. Page 1 of 8 ESR-1826 I Most Widely Accepted and Trusted Page 2 of 8 3.1.3 Classic Plus: The Icynene Classic Plus foam 3.5.2 DC 315: DC 315 intumescent coating is a water- plastic insulation is two-component, low density, open cell, based coating supplied in 5-gallon (19L) pails and spray-applied, foam plastic with a nominal density of 55-gallon (208L) drums. The coating material has a shelf 0.7 pcf(11 kg/m3). The polyurethane foam is produced by life of 24 months when stored in factory-sealed containers combining a polymeric isocyanate (A component) and at temperatures between 41°F(5°C) and 95°F (35°C). proprietary resin, Classic Plus (B component). When 4.0 INSTALLATION stored at temperatures between 50°F (10°C) and 100°F (38°C),the components have a shelf life of twelve months. 4.1 General: 3.2 Surface Burning Characteristics: The manufacturer's published installation instructions and 3.2.1 Classic and Classic Max: When tested in this report must be strictly adhered to and a copy of these accordance with ASTM E84/UL 723, at a thickness of instructions and this evaluation report must be available on 6 inches (152 mm) and a nominal density of 0.5 pcf the jobsite at all times during installation. (8 kg/m3), Icynene Classic and Classic Max have a flame 4.2 Application: spread index of 25 or less and a smoke developed index 4.2.1 General: Icynene Classic, Classic Max, Classic Eco of 450 or less. Thicknesses of up to 71/2 inches(190.5 mm) and Classic Plus foam plastic insulations must be applied for wall cavities and 111/2 inches (292 mm) for ceiling cavities are recognized based on room corner fire testing on the jobsite using two-component, 1-to-1 ratio, spray in accordance with NFPA 286, when covered with equipment specified by Icynene, Inc. The foam plastic minimum 1/2-inch-thick (13 mm) gypsum board or an must not be sprayed onto a substrate that is wet, or equivalent thermal barrier complying with the applicable covered with frost or ice, loose scales, rust, oil or grease. code. Greater thicknesses of insulation are recognized as The foam plastic insulation must not be used in electrical described in Section 4.4.1.2.1. outlet or junction boxes or in contact with rain or water. and must be protected from the weather during and 3.2.2 Classic Eco: When tested in accordance with after application. Where the insulation is used as air- ASTM E84/UL 723, at a thickness of 6 inches (152 mm) impermeable insulation, such as in unvented attic spaces and a nominal density of 0.5 pcf(8 kg/m3), Icynene Classic regulated by IRC Section R806, the insulation must be Eco has a flame spread index of 25 or less and a smoke- installed at a minimum thicknesses noted in Section 3.4. developed index of 450 or less. Greater than 6-inch The insulation can be installed in one pass to the (152 mm) thicknesses of insulation are recognized, based maximum thickness. Where multiple passes are required, on the flame spread index of 25 or less, when the the cure time between passes is negligible. insulation is covered with minimum 'A-inch-thick (13 mm) 4.2.2 Classic and Classic Max: The insulation must be gypsum wallboard or equivalent thermal barrier complying used in areas where the maximum service temperature is with the applicable code. no greater than 180°F (82°C). The insulation must be 3.2.3 Classic Plus: When tested in accordance with applied when the temperature is at or above 14°F (-10°C) ASTM E84/UL 723, at a thickness of 4 inches (152 mm) and be protected from the weather during and after and a nominal density of 0.7 pcf (11 kg/m3), Icynene application. Classic Plus has a flame spread index of 25 or less and a 4.2.3 Classic Eco: The insulation may be used in areas smoke-developed index of 450 or less. Greater than 4-inch (102 mm) thicknesses of insulation are recognized, where the maximum service temperature is no greater than based on the flame spread index of 25 or less, when the 180°F (82°C). The insulation must be applied when the insulation is covered with minimum 1/2-inch-thick (13 mm) temperature is at or above 14°F (-10°C) and be protected gypsum wallboard or equivalent thermal barrier complying from the weather during and after application. with the applicable code. 4.2.4 Classic Plus: The insulation may be used in areas 3.3 Thermal Resistance: where the maximum service temperature is no greater than 180°F (82°C). The insulation must be applied when the Icynene Classic, Classic Max, Classic Eco and Classic temperature is at or above 14°F (-10°C) and be protected Plus have thermal resistance (R-values) at a mean from the weather during and after application. temperature of 75°F(24°C)as shown in Table 1. 4.3 Thermal Barrier: 3.4 Air Permeability: 4.3.1 Classic and Classic Max: Icynene spray applied foam plastic insulations are 4.3.1.1 Application with a Prescriptive Thermal considered air-impermeable insulation in accordance with Barrier: Icynene Classic and Classic Max foam plastic 2012 IRC Sections R202 and R806.5 and 2009 IRC insulations must be separated from the interior of the Sections R202 and R806.4, at the following thicknesses: building by an approved thermal barrier, such as 1/2-inch • Classic and Classic Max: Minimum, 3 inches(76 mm) (12.7 mm) gypsum wallboard installed using mechanical based on testing in accordance with ASTM E2178. fasteners in accordance with the applicable code, or an • Classic Eco: Minimum, 51/2 inches(140 mm) based on equivalent 15 minute thermal barrier complying with the testing in accordance with ASTM E283. applicable code. When installation is within an attic or crawl space as described in Section 4.4, a thermal barrier • Classic Plus: Minimum, 2 inches (51 mm) based on is not required between the foam plastic and the attic or testing in accordance with ASTM E2178. crawl space, but is required between the foam plastic 3.5 Intumescent Coatings: insulation and the interior of the building. Thicknesses of up to 71/2 inches (190.5 mm) for wall cavities and 3.5.1 No Burn Plus XD: No Burn Plus XD intumescent 111/2 inches (292 mm) for ceiling cavities are recognized coating is a latex-based coating supplied in 1-gallon (4L) based on room corner fire testing in accordance with NFPA and 5-gallon (19L) pails and 55-gallon (208 L) drums. The 286, when covered with minimum '/2-inch-thick (13 mm) coating material has a shelf life of 12 months when stored gypsum board or equivalent thermal barrier complying with in factory-sealed containers at temperatures between 40°F the applicable code. (4.4°C)and 90°F(32.2°C). ESR-1826 I Most widely Accepted and Trusted Page 3 of 8 4.3.1.2 Application without a Prescriptive Thermal 2. There are no interconnected attic, crawl space or Barrier or Ignition Barrier: The prescriptive 15-minute basement areas. thermal barrier or ignition barrier may be omitted when 3. Air in the attic or crawl space is not circulated to other installation is in accordance with this section. The parts of the building. insulation and coating may be spray-applied to the interior facing of walls, the underside or roof sheathing of roof 4. Combustion air is provided in accordance with IMC rafters, and in crawl spaces, and may be left exposed as Section 701. an interior finish without a prescribed 15-minute thermal 5. Attic ventilation is provided when required by IBC barrier or ignition barrier. The thickness of the foam plasticSection 1203.2 or IRC Section R806, except when applied to the underside of the roof sheathing must not air-impermeable insulation is permitted in unvented exceed 14 inches (356 mm). The thickness of the spray attics in accordance with 2012 IRC Section R806.5 or foam insulation applied to vertical wall surfaces must not 2009 IRC Section R806.4, as applicable. exceed 6 inches (152 mm). The foam plastic must be covered on all surfaces with DC 315 coating at a minimum 6. Under-floor(crawl space)ventilation is provided when thickness of 20 wet mils [13 dry mils(0.33 mm)], applied at required by IBC Section 1203.3 or IRC Section a rate of 1.25 gallons (4.7 L) per 100 square feet(9.2 m2). R408.1, as applicable. The coating must be applied over the insulation in 4.4.1.2.1 Attics - Classic and Classic Max: In attics, accordance with the coating manufacturer's instructions Icynene Classic and Classic Max foam plastic insulations and this report. Surfaces to be coated must be dry, clean, may be spray-applied to the underside of the roof and free of dirt, loose debris and other substances that sheathing and/or rafters, as described in this section. The could interfere with adhesion of the coating. The coating is thickness of the foam plastic applied to the underside of applied in one coat with low-pressure airless spray the roof sheathing must not exceed 14 inches (356 mm). equipment. The thickness of the spray foam insulation applied 4.3.2 Classic Eco: to vertical wall surfaces must not exceed 5.5 inches (140 mm). The insulation must be covered on all surfaces 4.3.2.1 Application with a Prescriptive Thermal Icynene Classic Eco polyurethane foam plastic with one of the coatings described in Section 3.5. The Barrier:n beC separatedicco the interior of ttic coating must be applied over the insulation in accordance insulatiobuilding by mustaapproved efromal barrier inf terior 1/2-inch-thicke with the coating manufacturer's instructions and this report. (13 mm) gypsum wallboard or an equivalent 15-minute Surfaces to be coated must be dry, clean, and free of dirt, thermalbarriergypscomplyingmlwdh. and installedequivin accordance loose debris and other substances that could interfere with adhesion of the coating. The coating is applied in one coat with, IBC Section 2603.4 or IRC Section R316.4, as with low-pressure airless spray equipment. The coating applicable. must be applied to a thickness as follows: 4.3.3 Classic Plus: • No Burn Plus XD at a minimum thickness of 6 wet mils 4.3.3.1 Application with a Prescriptive Thermal (0.15 mm) [4 dry mils (0.1 mm) dry film thickness], Barrier: Icynene Classic Plus polyurethane foam plastic applied at a rate of 0.4 gallon (1.5 L) per 100 square insulation must be separated from the interior of the feet(9.2 m2). building by an approved thermal barrier of 1/2-inch-thick • DC 315 at a minimum thickness of 4 wet mils (0.1 mm) (13 mm) gypsum wallboard or an equivalent 15-minute [3 dry mils], applied at a rate of 0.3 gallon (1.1 L) per thermal barrier complying with, and installed in accordance 100 square feet(9.2 m2). with, IBC Section 2603.4 or IRC Section R316.4, as applicable. The coatings must be applied when ambient and 4.4 Attics and Crawl Spaces: substrate temperature is at least 60°F (16°C) and no more than 95°F (35°C). All other surfaces (including glass) must 4.4.1 Classic and Classic Max: be protected against damage from the coating. The 4.4.1.1 Application with a Prescriptive Ignition Barrier: insulation may be installed in unvented attics when the When Icynene Classic and Classic Max foam plastic foam plastic is applied at a minimum thickness of insulations are installed within attics where entry is made 3.5 inches (89 mm) as described in this section in only for service of utilities, an ignition barrier must be accordance with 2012 IRC Section R806.5 or 2009 IRC installed in accordance with IBC Section 2603.4.1.6 and Section R806.4, as applicable. IRC Sections R316.5.3 and R316.5.4, as applicable. The 4.4.1.2.2 Attics-Classic Max: When Classic Max is ignition barrier must be consistent with the requirements applied in unvented attics conforming to 2012 IRC Section for the type of construction required by the applicable code R806.5 or 2009 IRC Section R806.4, the insulation may be and must be installed in a manner so that the foam plastic applied to the underside of roof sheathing and/or rafters to insulation is not exposed. The Classic or Classic Max a minimum thickness of 31/2 inches (90 mm) and may be insulation may be installed in unvented attics when the applied to vertical wall surfaces to a minimum thickness of foam plastic is applied at a minimum thickness of 3 inches 3 /2 inches (90 mm). Maximum thickness on the underside (76 mm) in accordance with 2012 IRC Section R806.5 or of roof sheathing or on vertical wall surfaces is 20 inches 2009 IRC Section R806.4, as applicable. (508 mm). The insulation may be left exposed to the attic 4.4.1.2 Application without a Prescriptive Ignition without a prescriptive ignition barrier or an intumescent Barrier: Where Icynene Classic and Classic Max foam coating. plastic insulations are installed in an attic or crawl space The attic must have attic access complying with IRC without a prescriptive ignition barrier, in accordance with Section R807, horizontally placed in the floor, and opening Sections 4.4.1.2.1, 4.4.1.2.2, 4.4.1.2.3 and 4.4.1.2.4, the outward toward the living space. Items penetrating the roof following conditions apply: deck or walls, such as skylight wells and vents, must be 1. Entry to the attic or crawl space is only for service of covered with a minimum of 31/2 inches (90 mm) of the Classic Max insulation. utilities and no storage is permitted. 4.4.1.2.3 Crawl Spaces: In crawl spaces. Icynene ESR-1826 I Most Widely Accepted and Trusted Page 4 of 8 Classic and Classic Max insulations may be spray-applied and this report. Surfaces to be coated must be dry, clean, to vertical walls and the underside of floors, as described in and free of dirt, loose debris and other substances that this section. The thickness of the foam plastic applied to could interfere with adhesion of the coating. The coating is the underside of the floors must not exceed 14 inches applied in one coat with low-pressure airless spray (356 mm). The thickness of the spray foam plastic equipment. The coating must be applied to a thickness as insulation applied to vertical wall surfaces must not exceed follows: 31/2 inches (88.9 mm). The foam plastic does not require • No Burn Plus XD at a minimum thickness of 10 wet mils an ignition barrier or a coating. (0.3 mm) [6 drymils (0.2 mm)], applied at a rate of PP 4.4.1.2.4 Use on Attic Floors: When used on attic floors, 0.63 gallon(2.4 L) per 100 square feet(9.2 m2) Icynene Classic and Classic Max foam plastic insulations may be installed at a maximum thickness of 111/2 inches • DC 315 at a minimum thickness of 8 wet mils (0.2 mm) (292 mm) between joists in attic floors. The insulation must [6 dry mils (0.2 mm)], applied a2 a rate of 0.5 gallon be separated from the interior of the building by an (1.9 L) per 100 square feet(9.2 m ) approved thermal barrier. The coatings specified in Section The coating must be applied when ambient and 4.4.1.2.1 and the ignition barrier in accordance with IBC substrate temperature is at least 60°F (16°C) and no more Section 2603.4.1.6 and IRC Section R316.5.3, may be than 95°F (35°C). All other surfaces (including glass) must omitted. be protected against damage from the coating. 4.4.2 Classic Eco: lcynene Classic Eco insulation may be installed in 4.4.2.1 Application with a Prescriptive Ignition Barrier: unvented attics when the foam plastic is applied at a When Icynene Classic Eco is installed within attics or crawl minimum thickness of 5 /2 inches(140 mm)as described in spaces where entry is made only for service of utilities, an this section, in accordance with 2012 IRC Section R806.5 ignition barrier must be installed in accordance with IBC or 2009 IRC Section R806.4, as applicable. Section 2603.4.1.6 and IRC Sections R316.5.3 and 4.4.2.2.2 Crawl Spaces: In crawl spaces, lcynene R316.5.4, as applicable. The ignition barrier must be Classic Eco insulation may be spray-applied to vertical consistent with the requirements for the type of walls and the underside of floors. as described in this construction required by the applicable code and must be section. The thickness of the foam plastic applied to the installed in a manner so that the foam plastic insulation is underside of the floors must not exceed 14 inches not exposed. Icynene Classic Eco may be installed in (356 mm). The thickness of the spray foam plastic unvented attics when the foam plastic is applied at a insulation applied to vertical wall surfaces must not exceed minimum thickness of 5.5 inches (140 mm) in accordance 31/2 inches (88.9 mm). The foam plastic does not require with 2012 IRC Section R806.5 or 2009 IRC Section an ignition barrier or a coating. R806.4. as applicable. 4.4.2.2.3 Use on Attic Floors: Icynene Classic Eco 4.4.2.2 Application without a Prescriptive Ignition insulation may be installed at a maximum thickness of Barrier: Where Icynene Classic Eco insulation is installed 51/2 inches (152 mm) between joists in attic floors when in accordance with Sections 4.4.2.2.1, 4.4.2.2.2 and covered with one of the coatings applied as described in 4.4.2.2.3,the following conditions apply: Section 4.4.2.2.1. The insulation must be separated from 1. 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. 4.4.3 Classic Plus: 2. There are no interconnected attic or crawl space 4.4.3.1 Application with a Prescriptive Ignition Barrier: areas. When Icynene Classic Plus is installed up to a maximum 3. Air in the attic or crawl space is not circulated to other thickness of 4 inches (102 mm) within attics or crawl parts of the building. spaces where entry is made only for service of utilities, an ignition barrier must be installed in accordance with IBC 4. Combustion air is provided in accordance with IMC Section 2603.4.1.6 and IRC Sections R316.5.3 and Section 701. R316.5.4, as applicable. The ignition barrier must be 5. Attic ventilation is provided when required by IBC consistent with the requirements for the type of Section 1203.2 or IRC Section R806, except when construction required by the applicable code and must be air-impermeable insulation is permitted in unvented installed in a manner so that the foam plastic insulation is attics in accordance with 2012 IRC Section R806.5 or not exposed. Icynene Classic Plus may be installed in 2009 IRC Section R806.4, as applicable. unvented attics when the foam plastic is applied at a minimum thickness of 2 inches (51 mm) in accordance 6. Under-floor(crawl space) ventilation is provided when with 2012 IRC Section R806.5 or 2009 IRC Section required by IBC Section 1203.3 or IRC Section R806.4, as applicable. R408.1, as applicable. 4.4.3.2 Application without a Prescriptive Ignition 4.4.2.2.1 Attics and Crawl Spaces: In attics and crawl Barrier: Where lcynene Classic Plus insulation is installed spaces, lcynene Classic Eco insulation may be spray- in accordance with Sections 4.4.3.2.1, 4.4.3.2.2, and applied to the underside of the roof sheathing and/or 4.4.3.2.3, the following conditions apply: rafters, the underside of wood floors, and vertical surfaces, 1. Entry to the attic or crawl space is to service utilities, as described in this section. The thickness of the foam plastic applied to the underside of the top of the space and no storage is permitted. must not exceed 131/2 inches (343 mm). The thickness of 2. There are no interconnected attic or crawl space the spray foam plastic insulation applied to vertical wall areas. surfaces must not exceed 51/2 inches (140 mm). The foam plastic must be covered on all surfaces with one of the 3. Air in the attic or crawl space is not circulated to other coatings described in Section 3.5. The coating must be parts of the building. applied over the Icynene Classic Eco insulation in 4. Combustion air is provided in accordance with IMC accordance with the coating manufacturer's instructions Section 701. ESR-1826 I Most Widely Accepted and Trusted Page 5 of 8 5. Attic ventilation is provided when required by IBC Max insulation nominally 2 inches(51 mm)thick. Section 1203.2 or IRC Section R806, except when Axial loads applied to the wall assembly must be limited air-impermeable insulation is permitted in unvented to the least of the following: attics in accordance with 2012 IRC Section R806.5 or 2009 IRC Section R806.4, as applicable. ■ 1,805 pounds(8029 N)per stud. 6. Under-floor(crawl space) ventilation is provided when ■ Design stress of 0.78 F'c. required by IBC Section 1203.3 or IRC Section • Design stress of 0.78 F'c at a maximum le/d of 33. R408.1, as applicable. 4.5.1.2 Assembly 2 (Limited Load-bearing Wood Stud 4.4.3.2.1 Attics: In attics, Icynene Classic Plus insulation Wall): Minimum nominally 2-by-4 [11/2 by 31/2 inches may be spray-applied to the underside of the roof (38 mm by 89 mm)] southern pine (G = 0.55), No. 2 grade sheathing and/or rafters, the underside of wood floors, and studs spaced 16 inches (406 mm) on center with two vertical surfaces, as described in this section. The layers of 1/2-inch-thick (12.7 mm) Type X gypsum thickness of the foam plastic applied to the underside of wallboard installed vertically with joints staggered on each the top of the space must not exceed 14 inches(356 mm). face, attached with 8d box nails, 21/2 inches (64 mm) long The thickness of the spray foam plastic insulation applied and spaced 7 inches (178 mm) on center along the studs to vertical wall surfaces must not exceed 8 inches for the face layer and 6d cement coated box nails, 2 inches (203 mm). The foam plastic insulation must be covered on (51 mm) long and spaced 24 inches (610 mm) on center all exposed surfaces with DC315 intumescent coating at a along the studs. The stud cavity contains Icynene Classic minimum thickness of 4 wet mils (0.1 mm) [3 dry mils or Classic Max insulation nominally 2 inches(51 mm)thick. (0.08 mm)], applied at a rate of 0.25 gallon (0.95 L) per 100 square feet (9.2 m2). The coating must be applied Axial loads applied to the wall assembly must be limited over the Icynene Classic Plus insulation in accordance with to the least of the following: the coating manufacturer's instructions and this report. • 1,805 pounds(8029 N) per stud. Surfaces to be coated must be dry, clean, and free of dirt, loose debris and other substances that could interfere with • Design stress of 0.78 F'c. adhesion of the coating. The coating is applied in one coat • Design stress of 0.78 F'c at a maximum le/d of 33. with low-pressure airless spray equipment. The coating must be applied when ambient and 4.5.1.3 Assembly 3 (Floor/Ceiling): Minimum nominally substrate temperature is at least 60°F (16°C) and no more 2-by-10 [11/2 by 9 /4 inches (38 mm by 235 mm)] Douglas than 95°F (35°C). All other surfaces (including glass) must fir, No. 2 grade wood joists spaced 24 inches (610 mm) on be protected against damage from the coating. center, with minimum 1-by-3 [3/4 by 21/2 inches (19.1 by 64 mm)] spruce bridging at mid-span. Floor decking Icynene Classic Plus insulation may be installed in must be minimum 1/2-inch-thick (12.7 mm) exterior grade unvented attics when the foam plastic is applied at a plywood installed perpendicular to joists and fastened with minimum thickness of 2 inches (51 mm) as described in 2-inch-long (51 mm) ring shank nails 6 inches(152 mm)on this section. in accordance with 2012 IRC Section R806.5 center at the joints and 12 inches (305 mm) on center at or 2009 IRC Section R806.4, as applicable. the intermediate joists. Plywood joints must occur over 4.4.3.2.2 Crawl Spaces: In crawl spaces, Icynene joists. Icynene Classic or Classic Max insulation must be Classic Plus insulation may be spray-applied to vertical applied to the underside of the plywood deck between the walls and the underside of floors, as described in this joists to a depth of 5 inches (127 mm). Two layers of section. The thickness of the foam plastic applied to the minimum 5/8-inch-thick (15.9 mm), Type X gypsum underside of the floors must not exceed 14 inches wallboard must be attached perpendicular to the joists on (356 mm). The thickness of the spray foam plastic the ceiling side of the assembly. The first layer must be insulation applied to vertical wall surfaces must not exceed attached with 11/4-inch-long (32 mm), Type W drywall 8 inches (203 mm). The insulation must be covered with screws, spaced 24 inches (610 mm) on center. The DC-315 coating is described in Section 4.4.3.2.1. second layer must be applied perpendicular to the joists, offset 24 inches(610 mm)from the base layer. The second 4.4.3.2.3 Use on Attic Floors: Icynene Classic Plus layer must be attached with 2-inch-long (51 mm), Type S insulation may be installed at a maximum thickness of drywall screws spaced 12 inches (305 mm) on center. 13 inches (330 mm) between joists in attic floors. The Additional fasteners must be installed along the butt joints insulation must be separated from the interior of the of the second layer, securing the two layers together. building by an approved thermal barrier. The insulation These fasteners must be 11/2-inch-long (38 mm), Type G does not require an ignition barrier or a coating. drywall screws placed 2 inches (51 mm) back from each 4.5 One-hour Fire-resistance-rated Assemblies: end of the butt joint and spaced 12 inches (305 mm) on 4.5.1 Classic and Classic Max: center. The wallboard joints on the exposed side must be treated with paper tape embedded in joint compound and 4.5.1.1 Assembly 1 (Limited Load-bearing Wood Stud topped with an added coat of compound, and the fastener Wall): Minimum nominally 2-by-4 [11/2 by 31/2 inches heads must be coated with joint compound in accordance (38 mm by 89 mm)] southern pine(G =0.55), No. 2 grade with ASTM C840 or GA-216. studs spaced 16 inches (406 mm) on center with a base 4.5.1.4 Assembly 4(Non-loadbearing Steel Stud Wall): layer of /2-inch-thick (12.7 mm) wood fiber sound board Nominally 6-inch-deep (152.4 mm), No. 18 gage, installed horizontally on each face with vertical joints galvanized steel studs spaced 16 inches (406.4 mm) on located over the studs, attached with 6d box nails, 2 inches center, are friction-fit into No. 18 gage galvanized steel (51 mm) long and spaced 24 inches (610 mm) on center floor and ceiling track with a layer of 5/8-inch-thick along the studs, and a second layer of 5/8-inch-thick (15.9 mm),Type X gypsum board applied to the interior (15.9 mm) Type X gypsum wallboard installed vertically on side with the long edge parallel to steel studs and secured each face, attached with 8d box nails, 21/2 inches (64 mm) long and spaced 7 inches (178 mm) on center along the using No. 6, 11/4-inch-long (31.7 mm), self- drilling drywall screws spaced 8 inches (203 mm) on center around the studs. The stud cavity contains Icynene Classic or Classic ESR-1826 I Most Widely Accepted and Trusted Page 6 of 8 perimeter and 12 inches (305 mm) on center in the field. Optional: It is permitted to add code-complying EPS, The gypsum board joints must be treated with vinyl or XPS, foil-faced, rigid polyurethane board stock or casein, dry or premixed joint compound applied in two polyurethane spray foam on the exterior of the wall coats to cover all exposed screw heads and gypsum board (between the DensGlass sheathed wall and the brick). butt joints, and a minimum 2-inch-wide (51 mm) paper, while maintaining the 1-inch (25.4 mm) air space. The plastic, or fiberglass tape embedded in the first layer of length of the brick ties must be increased to account for the compound over butt joints of the gypsum board. The stud thickness of the insulation. cavity is filled with Icynene Classic or Classic Maxi 4.6 Exterior Walls in Type I, II, Ill and IV Construction: insulation up to 6 inches (152 mm) thick. DensGlass Exterior Sheathing, 1/2 inch (12.7 mm) thick, is installed 4.6.1 General:When used on exterior walls of Types I, II, parallel to steel studs with vertical joints offset a minimum III or IV construction, the assembly must comply with IBC of 16 inches (406 mm) from the vertical joints of the Section 2603.5 and this section, and the Classic, Classic gypsum board and the horizontal joints offset a minimum of Max and Classic Eco insulations must be installed at a 24 inches (610 mm) from the horizontal joints of the maximum thickness of 6 inches (152 mm). The potential gypsum board. The sheathing is attached using No. 6, heat of Icynene insulations tested in accordance with 1 /4-inch-long (31.7 mm), self-drilling drywall screws NFPA 259 is as follows: spaced 8 inches (203 mm) on center around the perimeter z z and in the field. Hohmann & Barnard DW-10 brick ties, • Classic and Classic Max: 494 Btu/ft (5.6 MJ/m ) per 6 inches (152 mm) long by 11/2-inches (38 mm) wide, are inch of thickness spaced 16 inches (406.4 mm) on center vertically on each • Classic Eco: 168 Btu/ft2 (1.9 MJ/m2) per inch of steel stud, and secured, using two 15/8-inch-long(41.3 mm) thickness. self-drilling screws, through 4-inch (102 mm) red clay brick [31/2 inches (88.9 mm) by 21/4 inches (57.1 mm) by 4.6.2 Exterior Face: Nominally 6-inch-deep (152 mm), 73/4 inches (197 mm)] laid in a running bond pattern with No. 18 gage, galvanized steel studs spaced 16 inches Type S mortar, leaving a nominally 1-inch (25.4 mm) air (406 mm) on center, are fastened to No. 18 gage, gap between the brick and the exterior sheathing. galvanized steel floor and ceiling track using No. 8, /8-inch-long (22.2 mm), self-tapping pan head framing Optional: It is permitted to add code-complying, screws. GP DensGlass® Exterior Sheathing, 1/2 inch expanded polystyrene (EPS), extruded polystyrene (XPS), (12.7 mm) thick, is installed over the exterior side of steel foil-faced, rigid polyurethane board stock or polyurethane studs with the long end perpendicular to the steel studs, spray foam on the exterior of the wall (between the using No. 6, Type S. 11/4-inch (31.7 mm) long, self-tapping DensGlass® sheathed wall and the brick), while bugle head screws spaced 8 inches (203 mm) on center maintaining the 1-inch (25.4 mm) air space. The length of around the perimeter and in the field. The stud cavity is the brick ties must be increased to account for the filled with Icynene Classic, Classic Max or Classic Eco thickness of the insulation. insulation to a nominal thickness of 6 inches(152 mm). 4.5.2 Classic Eco (Non-loadbearing Steel Stud Wall): 4.6.3 Interior Face: Type X gypsum board, 5/8 inches Nominally 6-inch-deep (152 mm) deep, No. 18 gage, (15.9 mm) thick, is installed with the long dimension galvanized steel studs spaced 16 inches (406 mm) on perpendicular to steel studs with No. 6, Type S, 11/4 inch- center, are friction-fit into No. 18 gage galvanized steel long (31.7 mm), self-tapping, bugle head screws spaced floor and ceiling track with a layer of 5/8-inch-thick 8 inches (203 mm) on center around the perimeter and in (15.9 mm), Type X gypsum board installed to the interior the field. The gypsum board joints must be treated with side with the long edge parallel to steel studs and secured vinyl or casein, dry or premixed joint compound applied in using No. 6, 11/4-inch-long (31.7 mm), self-drilling drywall two coats to cover all exposed screw heads and gypsum screws spaced 8 inches (203 mm) on center around the board butt joints, and a minimum 2-inch-wide (51 mm) perimeter and 12 inches (305 mm) on center in the field. paper, plastic, or fiberglass tape embedded in the first The gypsum board joints must be treated with vinyl or layer of compound over butt joints of the gypsum board. casein, dry or premixed joint compound applied in two coats to cover all exposed screw heads and gypsum board 4.6.4 Exterior Wall Covering: Details of the exterior wall butt joints, with a minimum 2-inch-wide (51 mm) paper, covering must be provided to the code official by the report plastic, or fiberglass tape embedded in the first layer of holder, designer or specifier, with an engineering analysis compound over butt joints of the gypsum board. The stud demonstrating that (1) the exterior wall covering conforms cavity is filled with Icynene Classic Eco insulation up to to ASTM E136 and (2) the addition of the wall covering to 6 inches (152 mm) thick. DensGlass® Exterior Sheathing, the assembly described in this section does not negatively 1/2 inch (12.7 mm) thick, is installed parallel to steel studs affect conformance of the assembly with the requirements with vertical joints offset a minimum of 16 inches(406 mm) of IBC Section 2603.5. from the vertical joints of the gypsum board and the 5.0 CONDITIONS OF USE horizontal joints offset a minimum of 24 inches (610 mm) The Icynene Classic, Classic Max, Classic Eco and Classic from the horizontal joints of the gypsum board. The Plus spray-applied polyurethane foam plastic insulations sheathing is attached using No. 6, 11/4-inch-long described in this report comply with, or are suitable (31.7 mm), self-drilling drywall screws spaced 8 inches alternatives to what is specified in, those codes listed in (203 mm) on center around the perimeter and in the field. Section 1.0 of this report, subject to the following Hohmann & Barnard DW-10 brick ties, 6 inches (152 mm) conditions: long by 11/2 inches (38 mm) wide and spaced 16 inches (406 mm) on center vertically on each steel stud, are 5.1 This evaluation report and the manufacturer's secured, using two 15/8-inch-long (41.3 mm) self-drilling published installation instructions, when required by screws,through 4-inch (102 mm) red clay brick[31/2 inches the code official, must be submitted at the time of (88.9 mm) by 21/4 inches (57.1 mm) by 73/4 inches permit application. (197 mm)] laid in a running bond pattern with Type S 5.2 The insulation must be installed in accordance with mortar. A nominally 1-inch (25.4 mm) air gap is left the manufacturer's published installation instructions, between the brick and the exterior sheathing. this evaluation report and the applicable code. If there ESR-1826 I Most Widely Accepted and Trusted Page 7 of 8 is a conflict between the installation instructions and 6.7 Test report in accordance with NFPA 285. and related this report, this report governs. engineering analysis (Classic. Classic Max and 5.3 The insulation must be separated from the interior of Classic Eco). the building by an approved 15-minute thermal 6.8 Reports of tests in accordance with NFPA 259 barrier, except as noted in this report. (Classic, Classic Max and Classic Eco). 5.4 Since the performance of Classic Max, when installed 6.9 Reports of fire tests in accordance with ASTM E970 in unvented attics without a code-prescribed ignition (Classic, Classic Max and Classic Plus). barrier or an intumescent coating, is based on fire performance of an unvented attic, the installation 6.10 For Classic Max, an engineering evaluation, including must be approved by the code official as conforming full-scale fire testing, small-scale testing and fire with the provisions of Section 4.4.1.2.2 and modeling (Section 4.4.1.2.2). Conditions 1 to 5 of Section 4.4.1.2. 7.0 IDENTIFICATION 5.5 When Classic Max insulation is installed under All packages and containers of Classic, Classic Max.. Section 4.4.1.2.2 of this report, a certificate must be Classic Eco and Classic Plus insulations must be labeled placed in the attic stating that the foam plastic with the Icynene, Inc., name and address; the product insulation has been installed in accordance with name; component designation (A or B); the flame spread Conditions 1 to 5 of Section 4.4.1.2 and the terms of index and the smoke-developed index; the shelf life Section 4.4.1.2.2 of ESR-1826; any alterations to the expiration date; the name of the inspection body (ICC-ES); attic or insulation must be consistent with those and the evaluation report number(ESR-1826). requirements. Intumescent coatings are identified with the 5.6 The insulation must not exceed the thicknesses and manufacturer's name and address, the product trade name densities noted in this report. and use instructions. 5.7 The insulation must be protected from the weather 8.0 OTHER CODES during and after application. 8.1 Scope: 5.8 The insulation must be applied by licensed dealers In addition to the codes referenced in Section 1.0, the and installers certified by Icynene, Inc. products recognized in this report were evaluated for 5.9 Use of the insulation in areas where the probability of compliance with the requirements of the following codes: termite infestation is "very heavy" must be in ■ 2006 International Building Code®(2006 IBC) accordance with IRC Section R318.4 or IBC Section 2603.8, as applicable. ■ 2006 International Residential Code®(2006 IRC) 5.10 Jobsite certification and labeling of the insulation must • 2006 International Energy Conservation Code® (2006 comply with IRC Sections N1101.4 and N1101.4.1 IECC) and IECC Sections 303.1.1 and 303.1.2, as 8.2 Uses: applicable. 5.11 A vapor retarder must be installed in accordance with The products comply with the above-mentioned codes as the applicable code. described in Sections 2.0 to 7.0 of this report, with the revisions noted below. 5.12 Icynene Classic, Classic Max. Classic Eco and • Application with a Prescriptive Ignition Barrier: See Classic Plus foam plastic insulations are Sections 4.4.1.1 (Classic and Classic Max) 4.4.2.1 manufactured in Mississauga, Ontario, Canada, under (Classic Eco) and 4.4.3.1 (Classic Plus), except attics a quality control program with inspections by ICC-ES. must be vented in accordance with 2006 IBC Section 6.0 EVIDENCE SUBMITTED 1203.2, and crawl space ventilation must be in 6.1 Data in accordance with the ICC-ES Acceptance accordance with 2006 IBC Section 1203.3. as Criteria for Spray-applied Foam Plastic Insulation applicable. Additionally, an ignition barrier must be (AC377), dated November 2012 (editorially corrected installed in accordance with 2006 IRC Section R314.5.3 April 2013). or R314.5.4, as applicable. • Application without a Prescriptive Ignition Barrier: 6.2 Reports of tests in accordance with AC377 Appendix See Sections 4.4.1.2 (Classic and Classic Max), 4.4.2.2 X [Classic and Classic Max (Section 4.4.1.2.1); (Classic Eco) and 4.4.3.2 (Classic Plus), except attics Classic Eco (Section 4.4.2.2.1) and Classic Plus must be vented in accordance with 2006 IBC Section (Sections 4.4.3.2.1 and 4.4.3.2.3)] and Appendix C 1203.2 or 2006 IRC Section R806, and crawl space [Classic and Classic Max (Section 4.4.1.2.3), and ventilation must be in accordance with 2006 IBC Section Classic Eco(Section 4.4.2.2.2)]. 1203.3 or 2006 IRC Section R408, as applicable. 6.3 Test reports on air leakage rate in accordance with ■ Jobsite Certification and Labeling: See Section 5.10, ASTM E283(Classic Eco). except jobsite certification and labeling must comply 6.4 Test report on air leakage rate in accordance with with 2006 IECC Sections 102.1.1 and 102.1.11, as ASTM E2178 (Classic, Classic Max and Classic applicable. Plus). • Protection Against Termites: See Section 5.9, except 6.5 Reports of room corner fire testing in accordance with use of the insulation in areas where the probability of NFPA 286 (Classic, Classic Max, Classic Eco, and termite infestation is "very heavy" must be in Classic Plus). accordance with 2006 IRC Section R320.5. 6.6 Test reports in accordance with ASTM E119 (Classic, Classic Max and Classic Eco). ESR-1826 I Most Widely Accepted and Trusted Page 8 of 8 TABLE 1—THERMAL RESISTANCE(R-VALUES) R-VALUE(°F•ft2•h/Btu) THICKNESS Classic and Classic Max Classic Eco Classic Plus (inches) 1 3.7 3.7 4.0 2 7.4 7.4 8.0 3 11 11 12 3.5 13 13 14 4 14 14 16 5 18 18 20 5.5 20 20 22 6 22 22 24 7 25 25 28 7.5 27 27 30 8 29 29 32 9 32 32 36 9.5 34 34 38 10 36 36 40 11.5 41 41 42 13.5 — 49 54 14 50 50 56 For SI: 1 inch=25.4 mm, 1°F•ft2•h/Btu=0.176 110°K•m2NV. '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.