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Permit SFR 357 4th St 2012 CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 JFi SA Application Number . . . . . 12-00001437 Date 10/25/12 Property Address . . . . . . 357 4TH ST Application type description SINGLE FAMILY RESIDENCE Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 262000 ---------------------------------------------------------------------- Application desc new home ---------------------------------------------------------------------- Owner Contractor - ------------------------ ----------------------- KOVACS GREGORY FRANK & LUANN CUSTOM HOMES BY BRYAN LENDRY 394 9TH ST 4745 SUTTON PARK CT #501 ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32224 (904) 992-2100 --- Structure Information 000 000 NEW HOME Construction Type . . . . . TYPE 5-B Occupancy Type . . . . . . RESIDENTIAL Flood Zone . . . . . . . . ZONE X --------------------------------------------------------------- Permit . . . . . . SINGLE FAMILY DWELLING NEW Additional desc . . Permit Fee 966 . 00 Plan Check Fee 483 . 00 Issue Date . . . . Valuation . . . . 262000 Expiration Date . . 4/23/13 ----------------------------------------------------------- Special Notes and Comments Owner must submit a tree survey and either a) Tree Removal Permit App or b) a No Tree Affidavit verifying that no tree will be removed as part of this construction project . Forms are attached to plans in Bldg Dept . Avoid damage to underground water/sewer utilities . Verify vertical and horizontal location of utilities . Hand dig if necessary. If field coordination is needed, call 247-5834 . Ensure all meter boxes, sewer cleanouts and valve covers are set to grade and visible . 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. A reduced pressure zone backflow preventer must be installed if irrigation will be provided or if there is a private well on the property. Backflow preventer must be tested by a certified tester and a copy of the results sent to Public Utilities . PERMIT ISTt1f pIftvIEe (zpirk ikbBHDAayE;tmrI ALE, j3ry 3ILdTdNTI =%eWbRNM4NVV -KND THE FLORIDA BUILDING CODES. CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD !� ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 Page 2 Application Number . . . . . 12-00001437 Date 10/25/12 ---------------------------------------------------------------------------- Special Notes and Comments Clemons at 247-5839 for backflow requirements . At a minimum, will require double check backflow preventer. If on-site storage is required, a post construction topographic survey documenting proper construction will be required. 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 right-of-way restoration, including sod, is 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, Shappelle ' s and Waste Management . ) 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. 2010 FLORIDA BUILDING CODE, 2008 NATIONAL ELECTRIC CODE FOR AN APPROVED FINAL MECHANICAL A/C INSPECTION, A STICKER SHALL BE INSTALLED ON THE AHU TO VERIFY THAT DUCTS HAVE BEEN SEALED, A CERTIFICATION SHALL BE ON SIGHT FOR THE INSPECTOR STATING THAT THE A/C SYSTEM PASSED THE "AIR BLAST INSPECTION" FROM AND INDEPENDENT TESTING AGENCY. 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. *SUBMIT "CERTIFICATE OF COMPLIANCE" BY A LICENSED PEST CONTROL COMPANY PRIOR TO C.O. WINDOW AND DOOR INSPECTION: *INSTALLATION INSTUCTIONS REQUIRED *ALL STICKERS ARE TO REMAIN ON THE WINDOWS *PROVIDE ACCESS TO ALL WINDOWS TO INSPECT FASTENERS ---------------------------------------------------------------------------- Other Fees . . . . . . . . . STATE DCA SURCHARGE 14 .49 DEV REVIEW-SINGLE & 2-FAM 50 . 00 ENG REV RESIDENTIAL BLD 100 . 00 STATE DBPR SURCHARGE 14 .49 UTIL REV PRE APP >3 HRS 50 . 00 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- PERMIT ISPEe D fteY %0,babRDANCE W9ffA110CITY OF Aftf�kF&(hEACH ORDINANC&AND THE FLORIDQ 0 BUILDING CODES. \fV' CITY OF ATLANTIC BEACH J 800 SEMINOLE ROAD J r� ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 s r J3 ? Page 3 Application Number . . . 12-00001437 Date 10/25/12 Plan Check Total 483 . 00 483 . 00 . 00 . 00 Other Fee Total 228 . 98 228 . 98 . 00 . 00 Grand Total 1677 . 98 1677 . 98 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. � ,,,�,IY�r y.,v r.o ry:,•r.ww.e+sr�mni BUILDING PERMIT APPLICATION CITY OF ATLANTIC BEACH 800 Seminole Road, Atlantic Beach, FL 32233 FILE Cury Office (904) 247-5826 Fax (904) 247-5845 ,J Job Address: 14th Street, Atlantic Beach, Florida 32233 Legal Description 5-69 16-2S-29E.172 ATLANTIC BEACH Parcel# 169840-0100 Floor Area of Sq.Pt. Sq.Ft Valuation of Work $ 'L(PZ Ulm Proposed Work heated/cooled 2607 non-heated/cooled 968 Class of Work (circle one): ew 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 installed? (Circle one): Yes No N/A Florida Product Approval # For multiple products use product approval form Describe in detail the type of work to be performed: NEW CONSTRUCTION SINGLE FAMILY HOME Property Owner Information: Name: GREG AND LOU KOVACS Address:3574TH STREET City ATLANTIC BEACH, State FL Zip 32233 Phone(904)234-4291 E-Mail or Fax#(Optional) Contractor Information: Company Name:CUSTOM HOMES BY BRYAN LENDRY Qualifying Agent: BRYAN LENDRY Address: 4745 SUTTON PARK COURT SUITE 501 City JACKSONVILLE State FL Zip 32224 Office Phone 904.992.2 100 Job Site/Contact Number 904.545.8803 Fax#904.992.2105 State Certification/Registration# CBC046784 Architect Name&Phone#COTE RENARD ARCHITECTURE (904)223-7544 Engineer's Name&Phone#LOU PONTIGO AND ASSOCIATES , INC. (904)242-0908 Fee Simple Title Holder Name and Address Bonding Company Name and Address Mortgage Lender Name and Address BBVA COMPASS BANK 10060 Skinner Lake Drive,Jacksonville,FL 32246 Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has commenced prior to the issuance oa 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 . work is not commenced within six(6)months, or if construction or work is suspended or abandoned for a eriod of six(6)months at any time after work is commenced. 1 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. 1 here b certify that 1 have read and examined this application and know the same to be true and correct. All provisions of laws dinances governing this type of work will be complied with whether specif ed herein or not. The granting of a permit does not presume to give ority o violate or cancel the provisions of any other feral,state,o to al law regulating construction or the performance of construction. Signature of Owner Signature of Contractor / Print Name Print Name .................................................................................. ..k......................................................... ............................... Sworn to and subsqped before me ` Sworn to and subscribed before me this 113 Day of �C l� ��r . 2012— this'd Day of 20 Notary P Notary tc _ " ry�,�„� JEFFF9 E.T� °r'•, P B ANTZAKLIS YCOMMISStHE`� ed 1.26.10 r�,, Notary Public-State of FloriEa : ? plpEg;gepternber 13,2015 =;y �f My Comm.Expires Jul 19,2015 th,Nowy Un&whem �'?'�'orna:•`', Commission EE 114030 '��Rf ISONOT WRM BELOW- OFFICE USE ONLY ?plicable Godes: 2007 Florida Building Co w 2009 Revisions eview Result (circle onol' pproved Disapproved Approved w/ Conditions eview Initials/Date: ,evelop�ment Size fabitable Space )bo 7 s,p Non-Habitable _mpervious area Ladon/DCA/DBPR.$$ MseeIla.neous Wopmation )ccupancy Group e�> ype of Construction Number of Stories ;Ironing District lax. Occupancy Load Fire, Sprinklers Required Flood Zone A Conditions/Comments: TAT - City of Atlantic Beach APPLICATION NUMBER .�. OCT 02 2012 �- Building Department (To be assigned by the Building Department.) r 800 Seminole Road _, Atlantic Beach, Florida 32233- Phone(904)247-5826 • Fax(904)247-5845 E-mail: building-dept@coab-us Date routed: City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: 2� � 37— Department review required Yes No Applicant: ff�MS bV l �i in &Zoni T miuistrator Project: r I>1 , /'I 1 iGAfo Public Utilities Public Safety H 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: /2 BUILDING /' PLANNING &ZONING Reviewed by: Date: TREE ADMIN. Second Review: Approved as revised. ❑Denie . PUBLIC WORKS Comments: PUBLIC UTILITIES Reviewed by: Date: PUBLIC SAFETY 0 L FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. Comments: Reviewed by: Date: ?evised 07127110 CEIVp Vj f; City of Atlantic Beach OCT o2 2012 APPLICATION NUMBER �- Building Department (To be assigned by the Building Department.) r a— 800 Seminole Road /y� Atlantic Beach, Florida 32233- Y Phone(904)247-5826 • Fax(904)247-5845 - L E-mail: building-dept@coab.us Date routed: City web-site: http://www.coab.us APPUCA°T'ION REVIEW AND `RACKING FORM Property Address: 2� / 37- Department review required Yes No Applicant: �7�5 - r41�dr -A &Zoni T min>strator € rojeet: r � f/1 , V Public Utilities Public Safety Fire Services Review fee $ Oro 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: APPLIC ION STATUS Reviewing Department First Review: pproved. ❑Denied. (Circle one.) Comments: BUILDING PLANNING &ZONING Reviewed by: Date: /D moo' TREE ADN.B- Second Review: ❑Approved as revised. ❑Denied. WORKSComments: 4 LC S PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. Comments: Reviewed by: Date: Revised 07/27110 City of Atlantic Beach APPLICATION NUMBER �= Building Department (To be assigned by the Building Department.) .A 800 Seminole Road /7 �• ��' Atlantic Beach, Florida 32233-5445 Phone(904)247-5826 • Fax(904)247-5845 E-mail: building-dept@coab.us Date routed: City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: J / JT nt review required Yes No Applicant: a2 #b/PC�_S bV &y'Arl 61,1nin Zoni T injstrator Project: r j/1 - 1 Vn'] i�uuo Public Utilities Public Safety Fire Services Review fee $ C6 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 &ZONI Reviewed by: 9/14�_ Date: TREE ADMIN. Second Review: ❑Approved as revised. FIDenied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. Comments: Reviewed by: Date: Revised 07127110 rS_Ll;yr; City of Atlantic Beach APPLICATION NUMBER Building Department (To be assigned by the Building Department.) i 800 Seminole Road y3 1 Atlantic Beach, Florida 32233-5445 Phone(904)247-5826 • Fax(904)247-5845 E-mail: building-dept@coab.us Date routed: City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: �� 37— DepartFnqnt review required Ye No 1 Applicant: /I?�S CJ' ( �� in &Zoni T ' 'strator Project: r kj S 1 n , 1 Public Utilities Public Safety Fire Services u 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: 1V Date: /0_/0 TREE ADMIN. ❑App Second Review: roved as revised. ❑ Hied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: `IRE SERVICES Third Review: ❑Approved as revised. ❑Denied. Comments: Reviewed by: Date: Revised 07127110 CITY OF ATLANTIC BEACH r \ Building Department sSy 800 Seminole Road j Atlantic Beach,Florida 32233 (904)247-5800 PLAN REVIEW COMMENTS Permit Application # /a - /114 .9 Property Address: Applicant: CU S/4 §Qr K� ��4,� Z—&,02,alt;e Project: This permit application has been: ❑ Approved ❑ Reviewed and the following items need attention: ✓' CvvP e ACc4/, Cv1'r-0M u' T Please re-submit your application when these items have been completed. Reviewed By: Date: 2- �rjl S J t1 J - s) NEW WATER/SEWER TAP REQUEST Date: 10/10/12 Project Address: 357 4h St. No. of Units: 1 Commercial Residential x Multi-Family New Water Tap(s) & Meter(s)Existing Meter Size(s) New Irrigation Meter Upgrade Existing Meter from to (size) New Connection to City Sewer Existing Name: Greg and Lou Kovacs Applicant Address: City: Atlantic Beach State: FL Zip: 32233 Phone Number: Cell Number: Email Address Fax: Signature: (Applicant) CITY STAFF USE ONLY Application# 12-1437 Water and sewer services were existing Water System Development Charge $ with previous house. No SDC fees Sewer System Development Charge $ _ needed. Water Meter Only $ Water Meter Tap $ Sewer Tap $ Cross Connection $ Other (Advantage Plumbing) $ I TOTAL $ 0 APPROVED: Donna Kaluzniak (Utility Director or Authorized Signature) ALL TAP REQUEST MUST BE APPROVED BY UTLITIES DEPARTMENT BEFORE FEES CAN BE ASSESSED BUILDING PERMIT APPLICATION CITY OF ATLANTIC BEACH 800 Seminole Road, Atlantic Beach, FL 32233 Office (904) 247-5826 Fax (904) 247-5845 Job Address: 4th Street, Atlantic Beach Florida 32233 Legal Description 5-69 16-2S-29E.172 ATLANTIC BEACH Parcel# 169840-0100 Floor Area of Sq.Ft. Sq.Ft Valuation of Work $ 2(PZ 6Z b Proposed Work heated/cooled 2607 non-heated/cooled 968 Class of Work (circle one): ew 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 installed? (Circle one): Yes No N/A Florida Product Approval# For multiple products use product approval form Describe in detail the type of work to be performed: NEW CONSTRUCTION SINGLE FAMILY HOME Property Owner Information: Name: GREG AND LOU KOVACS Address:35�74T"STREET City ATLANTIC BEACH, State FL Zip 32233 Phone(904)234-4291 E-Mail or Fax#(Optional) Contractor Information: Company Name:CUSTOM HOMES BY BRYAN LENDRY Qualifying Agent: BRYAN LENDRY Address: 4745 SUTTON PARK COURT SUITE 501 City JACKSONVILLE State FL Zip 32224 Office Phone 904.992.2 100 Job Site/Contact Number 904.545.8803 Fax#904.992.2105 State Certification/Registration# CBC046784 Architect Name &Phone#COTE RENARD ARCHITECTURE (904)223-7544 Engineer's Name&Phone#LOU PONTIGO AND ASSOCIATES INC. (904)242-0908 Fee Simple Title Holder Name and Address Bonding Company Name and Address Mortgage Lender Name and Address BBVA COMPASS BANK 10060 Skinner Lake Drive Jacksonville, FL 32246 Application is hereby made to obtai�z a yerinit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of n permit an that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. This permit becomes nul and void if 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 afte work is commenced. !understnnd that separate perrmts must be secured for Electrical Work, Plumbing, Sigzzs, Wells, Pools, urnaces, 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 this implication and know the same to be true and correct. All provisions of laws dinances governing thi. type o work will be complied with whether speci ed herein or not. The granting of a permit does not presume to give zority� o violate or cancel the provisions of any other fe�teral,state, o to al law regulating construction or the performance of construction. 1 Signature of Owner Signature of Contractor Print NameL! Print Name / .................................... .. .:.................................................................. ............................... Sworn to and subsc ibed before me ` Sworn to and subscribed before me this l'— Day oft-L`� 2012 this Day of 4- ` Notary P Notary Public JEFFFIEY E•, ed 1.26.10 o�y°O�'•, P B ANTZAKIIS '° Y COMMISSION it E Notary Public-State of Florida I. s ;F ptpEg;geptember 13,2015rs ?y`* My Comm.Expires Jul 19,2015 ThNNoC�yPubticUndervarite .. __ _ R / Comp. By: RLC Date: 10/1/2012 Public Works Department City of Atlantic Beach Permit No: Address: 357 4th Street AB, FL 32233 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 postdeveloprnent 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) = 7,501 ft2 Runoff Coefficient Area Lot Area Description (ft) (ft) "C" Wtd "C" Impervious 0 7,501 1.00 0.00 Pervious 7,501 7,501 0.20 0.20 Runoff Coefficient (C) = 0.20 Runoff Volume V = 0.20 x 7,501 x 9.3 / 12 V = 1,163 ft Postdevelopment Runoff Volume: Lot Area (A) = 7,501 ft2 Runoff Coefficient Area Lot Area Description (ft2) (ft2) "C" Wtd "C" Impervious 2,331 7,501 1.00 0.31 Pervious 5,170 7,501 0.20 0.14 Runoff Coefficient (C) = 0.45 Runoff Volume V = 0.45 x 7,501 x 9.3 / 12 V = 2,608 ft Required Storage Volume DV = Postdevelopment Runoff Volume - Predevelopment Runoff Volume DV = 2,608 - 1,163 DV = 1,445 ft Retention Storniwater Calcs AB-onsite Retention 101112012 W ¢ 0 00 Z O 0 4 0 o J u> w ow Z 6(- Z 2 N In d' V O ON 00 N w� Z 111111 ��lo IIIIII �\ a0 (I 11 az = • Z U Ls 0_ h W z Z O \~ W � O O 0 2 (AVM J0 1HON HAIM 318VIdVA) �� v` ow 0 W o3�w 3/�12�a 1Sb0D 1Sd3 s � �� Wim= 0) oiror� Q cn t: ca cn V+ O �l N V) o zo ° O d-- o F O v Q>f m - q LO o `r aF°DQ wiz > I O r¢ k CL ) 3o m NzpT wZW `n OJ O WQ4 JNA I b'p V) 07 Z j cr M N rn� I �n 3 tJ � w rn ON, OZ OV) M z Se Lu 24 79 �— u o N >o J w W_ a J I�, Z }F-7-Z D V O ' � Ld 1- NOJ !O KUNG01 W �'� ' Qf Q 0I` WWJO_ O23 9RR 1 O ¢ �tnUQ N I� m W:m�Z M }. 69 107 _ U O WU1w-¢ IN w z O LL 0' fn IX F- ,,,�yyy LL - J Q J w Z Ov a O O W W W N N 6'09 i 3 0 z V N N. =0 V zirrnz� I — _ _ - - - .3 Z F-_ �¢�-OJ N O 010 _� Z � I >W�W II a) A' InZ N W a =zo0� O N �N ZF-O Z O ¢~Wd� J W / r=��ZU00 WHQF- =xUNn � Q 0 WO N V) Q N o Z > a Q LQo 3 a 3 J� Q pro x M Z a z >oz�z > m- 1'�- zLj Ld O O�J x0 V a W�� o No��J� M LLJF- Q ` O3w 07'o I>y C� O 'w w ml W WKS NQQ �U O.�i0N3W w KZQY M = Z o_ N aol-,_,�F-o�U�o�i o w-3 Z mLu 0= 11 p �coi.z.z Fo-10-Z_o�nW aoow WOF o W 00 w�Y N�O~z�rZZZ�KmwO Dw WO >. 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Li 00 LLI U Z oo '- CD co, I o > �`" Qow ILLJ J 30 0)M O /�(�J 0 0 I (n (n U) ,+, I N N Ctf t C) - - =- -" — — ,00�oz o O O ('10`d),LOOS l 3„00,00.01 Y (ldld),00'09 l (dSVO ONRib'_ OW 04 ca C�2 o z 1 0 J L O a m � o O U W c Q Ss� CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 PHONE (904) 247-5800 FILE C September 17, 2012 Mr. &Mrs. Gregory Kovacs W 394 9'h Street Atlantic Beach, FL 32233 SEP 19 202 f . RE: 357 4TH Street RE: #169840-0100 Lot 22, Block 6,Atlantic Beach Atlantic Beach, Florida 32233 Dear Ms. Antzaklis: Per the request of Bryan Lendry Custom Homes, your lot has been assigned an address to construct a new single family home: NEW ADDRESS LOCATION ID# RE# 357 4 Street 2398 169840-0100 A copy of this letter will be sent to notify the agencies as indicated below as to the official address. Should you have any questions,please feel free to contact our office (904) 247-5826. Sincerely, Michael , CBO, CFM Building and Zoning Director Cc: Duval County Property Appraiser, US Postal Service, 911 Coordinator, Public Works, Public Utilities,Police Dept, Finance, COJ GIS, Beth Antzaklis—Brian Lendry Homes FILE COPY a o 0 Z 1 0 1 (ldld),00-os l o o o CiOb),82'6-V L M„OO,co.0 ��'- r — - - - - ui sae s - - - - - - - wCO --- - m o CL O ^ I = O w w H N O 0 FFes�,, J O I m N (� Q NFA- < j� Z oo-oz = O < LLJ ooC) O0 r� o o J Ell Lno O �+ 3. 00 pL w O V) c� NiD N O Z) L — oo-oz --_ - - - - - - - - - - - - - � i7 i7 q£• W Eo Q) a '�+ O ('lob'),LOOS l 3„00,00.0 Lr)Y , (ldld),00.OSl OSV8 ON18VI F- `S� -- ”1 (\� 0 Z 1 0 l J Cj Z W k cn Q z== �r� �o��aiD�voonzmin O I "v zzro N II If II II II 11 II II 1 0 11 It II II II II II 11 II O ZFm amgvm 9g A>-2 AQpyo CD� N =mn y -1 D�GOOC OOJ yzzczmc <� Z j m m 1 .Zl r C0fr+lo A.2KAmO �m D 0 O orMZ O 'i Dom y"�m-zi o(n fTl Z � D m = m < r -Di-1� D 20 OZ Om r 0 r �� m z Woo -+mv Z c�m�vvuv v�ac� m� mf-� ��oo O Om- Z m: 1 c Z 2 0 O II 11 II II 11 a I II II 11II II II A 11 II II pNOC _zo _ Z cmmvv�-Dc I � _ Oo0OD D Zr C OO_O_mZ0_ZO me>M O O ZDV mm0> �Aa0000 mO Zm y OnG O Z 1`10 ED Z Zf-m G) nor.� �yD-itiOp N M _ 7C A O f�*1 n O<C(7 Z z7 D N O C C A f*1 Ln m Lo mrnZ AiZ m CnA zoOQ zZmm z< z� AZ � �cmnm �-/ caiyCt�� v mom y AO C-) z: D G m mCmm z Um � � OZ 7 o r*1 z(n 3 m (n 0(n--4--1 m �Q A m v 0 �Dm D Z 0>00 w % 00 2 �D� (n P N O m =m� c O 0 0 O�O 2�--1 ry -Di n Om�Dm C o m �z� m A(�B / m r -0 171 '� oZ OOZ N r� m I ozm� 3. 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By: RLC Date: 10/1/2012 Public Works Department City of Atlantic Beach Permit No: Address: 357 4th Street AB, FL 32233 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) = 7,501 ft2 Runoff Coefficient Area Lot Area Description (ft) (ft2) "C" Wtd "C" Impervious 0 7,501 1.00 0.00 Pervious 7,501 7,501 0.20 0.20 Runoff Coefficient (C) = 0.20 Runoff Volume V = 0.20 x 7,501 x 9.3 / 12 V = 1,163 ft3 Postdevelopment Runoff Volume: Lot Area (A) = 7,501 ft2 Runoff Coefficient Area Lot Area Description (ft2) (ft2) "C" Wtd "C" Impervious 2,331 7,501 1.00 0.31 Pervious 51170 7,501 0.20 0.14 Runoff Coefficient (C) = 0.45 Runoff Volume V = 0.45 x 7,501 x 9.3 I 12 V = 2,608 ft Required Storage Volume DV = Postdevelopment Runoff Volume - Predevelopment Runoff Volume DV = 2,608 - 1,163 DV = 1,445 ft Retention Stormwater Calcs AB-onsite Retention 10/1/2012 m d n uc Y til O n � ora ft CL 0 3 � ft rACA cr 'til M CrJ r. `4 CL SOC tA fA f, 7d b fD O. � N CY1 CL "I �_ an O o � � � p no ° °'� �• N x p ° C o ►I o w tit p ft c O o v 'v � b n N n m o o m trp � � a N N �C �. Ln cNo ono o � fl 6 ° c p "� . Olt° C7 O p N p G C n' �• r p O (A y A7 r. n cr ~ fD ft Oil eD b CA ¢ � 7v y TQ LQ .COD ¥ _0 2 2 r \ z ® e 2 e 0 / / / m 2 \ = 2 \ \ m > \ z \ c ¢ \ CA \ \ \ \ \ q 2 m c m p m ® a � 2 o � � CL � � m 2 0 \ \ Q q n ƒ > m F 0 e2 ® m 7x a z 2 aL § m � Ee 3 $ k } k a3 / /k I = $ m % \ I EE % EI k 2 � oEn 710' \ @ _ ter- N = (n Ul00 CL - 41 Ul0 k C) 0 EE� \ ' a %n E /LXX CD 7 %. ¥ % T. CD ® e r /N) - � k • � - O p b z n m orrir cn x n n a b m tz o z x z z b c td o � [ o m r z [ � m o o x r y o y zcn ril z z n x °o m z zcn cn m m z O � :n cn .ccn m X D O D � � � co to W S � LO O 'T1 � r r rn O N r-+ � O o, � y 0 o a a o o m rri z z y z m a r r m m m d d x m m m C4 cr CDa O O z C n � n a 0 a w O co r � o N O 1-3 LID- 5 b � x ITI m y a �-b CD ° � C Oz d m Y y rA 0 v� �' oo a ty n W cD CD O ,.. C O cn n r o zz y n o CD ° o t� m z O O O y CD ro z o '� d z � o o z C r I r 15 m n p a. A' 5 O p CCD p .'.! r+ C7 ro tz t o cn = O r* c o °'Qm to Cal CD z O d H CD oC°• ao m z v' a 0 CDocaDril tilaQ ►1 �3 4. o z ocn . � x " CD AD CD E. Y b CD o o UdCD r � o °a. �' o ° R C CD ° .j� —° o ¢.�o 'b i ►o vo c r cVo co -� ul 0 P, CD CA n co ciQ a' n n O CD CCD D 0 Q- o ora '" LO CD CD CL CD cL ° CDCDD • cn � A. p CD 0O a (0 ►- 0 - b CD fl O CD '� Q °- O CD k C o co Q g . � o c(v s b CD Q- � a OL (ri o V �' CDD - O O O - CD c =1 CD CD c CD CD a Q- 0-.0 CD cD a. c a CD °o. c �. CD ° N CD � a, a. � o' o p CD '— FILE COPY FORM 405-10 FLORIDA ENERGY EFFICIENCY C010111E-F-0 DINO CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Kovacs Residence Builder Name: Custom Homes by Bryan Lendry L Street: 363 4th Street Permit Office: Atlantic Beach City,State,Zip: Atlantic Beach,FL,32233-0000 Permit Number: Owner: Kovacs Family Jurisdiction: 261100 Design Location: FL,Jacksonville 1. New construction or existing New(From Plans) 9. Wall Types(3225.8 sqft.) Insulation Area 2. Single family or multiple family Single-family a. Frame-Wood,Exterior R=19.0 3225.80 ft2 b. N/A R= ft2 3. Number of units,if multiple family 1 c. N/A R= ft2 4. Number of Bedrooms 4 d.N/A R= ft2 10. Ceiling Types (1313.0 sqft.) Insulation Area 5. Is this a worst case? No a. Roof Deck(Unvented) R=19.0 1313.00 ft2 6. Conditioned floor area above grade(ft2) 2602 b. N/A R= ft2 Conditioned floor area below grade(ft2) 0 c. N/A R= ft2 11. Ducts R ft2 7. Windows(438.6 sqft.) Description Area a.Sup:2nd Floor,Ret:2nd Floor,AH:Attic 6 325 a. U-Factor: Dbl,U-0.35 438.58 ft2 h Siir- Aflir, Ret:Attic,AH:Attic 6 260.2 SI IGC: SHGC=0.30 b. U-Factor: N/A ft2 12.Cooling systems kBtu/hr Efficiency SHGC: a.Central Unit 18.0 SEER:14.00 b.Central Unit 18.0 SEER:14.00 c. U-Factor: N/A ft2 SHGC: 13. Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft2 a. Electric Heat Pump 18.0 HSPF:8.00 SHGC: b. Electric Heat Pump 18.0 HSPF:8.00 Area Weighted Average Overhang Depth: 4.355 ft. Area Weighted Average SHGC: 0.300 14. Hot water systems a. Propane Tankless Cap: 1 gallons 8. Floor Types (2602.0 sqft.) Insulation Area EF:0.641 a.Slab-On-Grade Edge Insulation R=0.0 1313.00 ft2 b. Conservation features b.Floor Over Other Space R=0.0 1289.00 ft2 None c.N/A R= ft2 15.Credits None Glass/Floor Area: 0.169 Total Proposed Modified Loads: 33.55 PASS Total Standard Reference Loads: 58.51 1 hereby certify that the plans and specifications covered by Review of the plans and 01IJAE Sr'4T� this calculation are in compliance with the Florida Energy specifications covered by this Code. calculation indicates compliance with the Florida Energy Code. PREPARED BY: - _ Before construction is completed DATE: _ - ��` this building will be inspected for q compliance with Section 553.908 I hereby certify that this building, s des' a is in compliance Florida Statutes. ll,CO with the Florida Energy Code. D WE OWNER/A N - __ _ BUILDING OFFICIAL: _ --- - DATE: -- -Imhl2\4 DATE: _ _ �0'�'/y Compliance requires completion of a Florida Air Barrier and Insulation Inspection Checklist 9/5/2012 3:50 PM EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Page 1 of 6 PROJECT Title: Kovacs Residence Bedrooms: 4 Address Type: Street Address Building Type: User Conditioned Area: 2602 Lot# Owner: Kovacs Family Total Stories: 2 Block/SubDivision: #of Units: 1 Worst Case: No PlatBook: Builder Name: Custom Homes by Bryan Len Rotate Angle: 0 Street: 363 4th Street Permit Office: Atlantic Beach Cross Ventilation: County: Duval Jurisdiction: 261100 Whole House Fan: City, State,Zip: Atlantic Beach , Family Type: Single-family FL, 32233-0000 New/Existing: New(From Plans) I Comment: CLIMATE / IECC Design Temp Int Design Temp Heating Design Daily Temp Design Location — TMY Site Zone 97.5% 2_5% Winter Summer Degree Days Moisture Range FL,Jacksonville FL—JACKSONVILLE—INT 2 32 93 70 75 1281 49 Medium BLOCKS Number _ Name Area Volume 1 Bluck2a 1313 13130 2 Blockl 1289 12890 SPACES Number Name Area Volume Kitchen Occupants Bedrooms Infil ID Finished_ Cooled Heated 1 1st Floor 1313 13130 Yes 1 1 1 Yes Yes Yes 2 2nd Floor 1289 12890 No 4 3 1 Yes Yes Yes FLOORS # Floor Type Space_ Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet 1 Slab-On-Grade Edge Insulatio 1st Floor 169 ft 0 1313 ft2 _—_ 0.25 0.75 0 2 Floor Over Other Space 2nd Floor -_-- ---- 1289 ft2 0 0.25 0.2 0.55 ROOF / Roof Gable Roof Solar SA Emitt Emitt Deck Pitch V # Type Materials Area Area Color Absor. Tested Tested Insul. (deg) 1 Hip Composition shingles 1468 ft2 0 ft2 Dark 0.96 No 0.9 No 19 26.6 / ATTIC V # Type Ventilation Vent Ratio(1 in) Area RBS IRCC 1 Full attic Unvented 0 1313 ft2 N N 9/5/2012 3:50 PM EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Page 2 of 6 I CEILING # Ceiling Type Space_ R-Value_ Area _ Framing Frac_ Truss Type 1 Under Attic(Unvented) 1st Floor 1 24 ft2 0.11 Wood 2 Under Attic(Unvented) 2nd Floor 1 1289 ft2 0.11 Wood WALLS Adjacent Cavity Width Height 4---()Mt--To----Wall Type-- S��_ Value_ _ -Ft In Ft _-In Area__-R-InSheathiAbsor. Grade%__ _ Framing Solar B`=l.,. 1 S Exterior Frame-Wood 1st Floor 19 14 10 140 ft2 0.23 0.5 0 2 S Exterior Frame-Wood 1st Floor 19 8 10 80 ft2 0.23 0.5 0 3 S Exterior Frame-Wood 1st Floor 19 11 4 10 113.3333 0.23 0.5 0 4 W Exterior Frame-Wood 1st Floor 19 48 8 10 486.6666 0.23 0.5 0 5 N Exterior Frame-Wood 1st Floor 19 15 3 10 152.5 ft2 0.23 0.5 0 6 N Exterior Frame-Wood 1st Floor 19 18 10 180 ft2 0.23 0.5 0 _ 7 E Exterior Frame-Wood 1st Floor 19 48 8 10 486.6666 0.23 0.5 0 8 S Exterior Frame-Wood 2nd Floor 19 33 4 10 333.3333 0.23 0.5 0 9 W Exterior Frame-Wood 2nd Floor 19 46 10 460 ft2 0.23 0.5 0 .10 N Exterior Frame-Wood 2nd Floor 19 33 4 10 333.3333 0.23 0.5 0 11 E Exterior Frame-Wood 2nd Floor 19 46 10 460 ft2 0.23 0.5 0 DOORS # Omt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 S Insulated 1st Floor None 0.460000 3 8 24 ft2 2 N Insulated 1st Floor None 0.460000 3 8 12 ft2 WINDOWS Orientation shown is the entered, Proposed orientation. / Wall Overhang �/ # Omt ID Frame Panes NFRC U-Factor_SHG_C_ Area Depth Separation_ Int Shade Screening 1 S 1 Vinyl Low-E Double Yes 0.35 0.3 32 ft2 2 ft 6 in 1 ft 6 in None None 2 S 2 Vinyl Low-E Double Yes 0.35 0.3 18 ft2 13 ft 6 in 1 ft 6 in None None 3 S 3 Vinyl Low-E Double Yes 0.35 0.3 32 ft2 9 ft 6 in 1 ft 6 in None None 4 W 4 Vinyl Low-E Double Yes 0.35 0.3 32 ft2 2 ft 0 in 12 ft 0 in None None 5 W 4 Vinyl Low-E Double Yes 0.35 0.3 16 ft2 2 ft 0 in 12 ft 0 in None None 6 N 5 Vinyl Low-E Double Yes 0.35 0.3 17.5 ft2 2 ft 0 in 2 ft 0 in None None 7 N 6 Vinyl Low-E Double Yes 0.35 0.3 12 ft2 12 ft 0 in 2 ft 6 in None None 8 N 6 Vinyl Low-E Double Yes 0.35 0.3 45 ft2 12 ft 0 in 1 ft 6 in None None 9 E 7 Vinyl Low-E Double Yes 0.35 0.3 32 ft2 2 ft 0 in 12 ft 0 in None None 10 S 8 Vinyl Low-E Double Yes 0.35 0.3 53.33333 2 ft 0 in 2 ft 0 in None None 11 S 8 Vinyl Low-E Double Yes 0.35 0.3 24 ft2 2 ft 0 in 3 ft 0 in None None 12 W 9 Vinyl Low-E Double Yes 0.35 0.3 4.5 ft2 2 ft 0 in 2 ft 0 in None None 13 W 9 Vinyl Low-E Double Yes 0.35 0.3 16 ft2 2 ft 0 in 2 ft 0 in None None 14 N 10 Vinyl Low-E Double Yes 0.35 0.3 6.75 ft2 2 ft 0 in 2 ft 0 in None None 15 N 10 Vinvl Low-E Double Yes 0.35 0.3 12 ft2 2 ft 0 in 2 ft 0 in None None 16 N 10 Vinyl Low-E Double Yes 0.35 0.3 27 ft2 2 ft 0 in 2 ft 0 in None None 17 E 11 Vinyl Low-E Double Yes 0.35 0.3 24 ft2 2 ft 0 in 2 ft 0 in None None 9/5/2012 3:50 PM EnergyGaugeO USA-FlaRes2010 Section 405.4.1 Compliant Software Page 3 of 6 f i WINDOWS Orientation shown is the entered,Proposed orientation. / Wall Overhang V/ # Omt ID Frame Panes NFRC U-Factor SHGC Area Depth Separation_ Int ShadeScreening 18 E 11 Vinyl Low-E Double Yes 0.35 0.3 30 ft' 2 ft 0 in 4 ft 0 in None None 19 E 11 Vinyl Low-E Double Yes 0.35 0.3 4.5 ft' 2 ft 0 in 2 ft 0 in None None INFILTRATION # Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Best Guess 0.000500 3412.5 187.34 352.32 0.4739 7.8690 - HEATING SYSTEM # System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump None HSPF:8 18 kBtu/hr 1 sys#1 2 Electric Heat Pump None HSPF:8 18 kBtu/hr 2 sys#2 COOLING SYSTEM # System Type .;nhtyps Efficiency Capacity Air Flow SHR Blook Duets 1 Central Unit Split SEER: 14 18 kBtu/hr 540 cfm 0.75 1 sys#1 2 Central Unit Split SEER: 14 18 kBtu/hr 540 cfm 0.75 2 sys#2 HOT WATER SYSTEM — _ # System Type SubType Location EF Cap Use SetPnt Conservation 1 Propane Tankless Exterior 0.59 1 gal 70 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert # Company Name System Model# Collector Model# Area Volume FEF iNone None - ftZ — - DUCTS / ----Supply---- ----Return-- Air Percent HVAC# 1/ # Location R-Value Area Location Area Leakage Type Handler CFM 25 Leakage QN RLF Heat Cool 1 2nd Floor 6 325 ft2 2nd Floor 65.05 ft Default Leakage Attic (Default) (Default)% 1 1 2 Attic 6 260.2 ft Attic 65.05 ft Default Leakage Attic (Default) (Default)% 2 2 9/5/2012 3:50 PM EnergyGauge(D USA-FlaRes2010 Section 405.4.1 Compliant Software Page 4 of 6 TEMPERATURES Programable Thermostat: None Ceiling Fans: Cooling Jan Feb Mar Apr Ma Jun Jul Augrj Se Oct Nov Dec Heating Jan Feb N Mar f Apr f May f Jun f Jul f 1 Aug Sep Oct Nov Dec Venting Jan Feb Mar [X]A r ( Ma [ Jun [ Jul [ Au Se [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 78.5 78.5 78.5 78.5 78.5 78.5 -78.5 78.5 78.5 78.5 78.5 78.5 PM 78.5 78.5 78.5 78.5 78.5 78.5 78.5 78.5 78.5 78.5 78.5 78.5 Cooling(WEH) AM 78.5 78.5 78.5 78.5 78.5 78.5 78.5 78.5 78.5 78.5 78.5 78.5 iPM 78.5 78.5 78.5 78.5 78.5 78.5 78.5 78.5 78.5 78.5 78.5 78.5 Heating(WD) AM 68 68 68 68 68 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 68 68 Heating(WEH) AM 68 68 68 68 68 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 68 68 9/5/2012 3:50 PM EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Page 5 of 6 i FORM 405-10 Florida Code Compliance Checklist Florida Department of Business and Professional Regulations Residential Whole Building Performance Method ADDRESS: 363 4th Street PERMIT#: Atlantic Beach, FL, 32233-0000 MANDATORY REQUIREMENTS SUMMARY-See individual code sections for full details. COMPONENT SECTION SUMMARY OF REQUIREMENT(S) CHECK i it leakage 402.4 To be caulked, gasketed, weatherstripped or otherwise sealed. Recessed lighting IC-rated as meeting ASTM E 283. Windows and doors =0.30 cfm/sq.ft. Testing or visual inspection required. Fireplaces: gasketed doors & outdoor combustion air. Must complete envelope v leakage report or visually verify Table 402.4.2. Thermostat& 403.1 At least one thermostat shall be provided for each separate heating and controls coolinq system. Where forced-air furnace is primary system, ,- programmable thermostat is required. Heat pumps with supplemental electric heat must prevent supplemental heat when compressor can meet the load. Ducts 403.2.2 All ducts, air handlers, filter boxes and building cavities which 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 503.2.7.2 of this code. ✓' 403.3.3 Building framing cavities shall not be used as supply ducts. Water heaters 403.4 - —- Heat trap required for vertical pipe risers. Comply with efficiencies in Table 403.4.3.2. Provide switch or clearly marked circuit breaker (electric)or shutoff(gas). Circulating system pipes insulated to = R-2 _ +accessible manual OFF switch. Mechanical 403.5 Homes designed to operate at positive pressure or with mechanical ventilation ventilation systems shall not exceed the minimum ASHRAE 62 level. No make-up air from attics, crawlspaces, garages or outdoors adjacent to pools or spas. Swimming Pools 403.9 Pool pumps and pool pump motors with a total horsepower(HP)of= 1 &Spas I HP shall have the capability of operating at two or more speeds. Spas and heated pools must have vapor-retardant covers or a liquid cover or other means proven to reduce heat loss except if 70% of heat from } W site-recovered energy. Off/timer switch required. Gas heaters minimum t thermal efficiency=78% (82% after 4/16/13). Heat pump pool heaters minimum COP=4.0. Cooling/heating 403.6 Sizing calculation performed & attached. Minimum efficiencies per Tables 503.2.3. Equipment efficiency verification required. Special ;f equipment occasion cooling or heating capacity requires separate system or variable capacity system. Electric heat>10kW must be divided into two or more stages. Ceilings/knee walls 405.2.1 R-19 space permitting. 9/5/2012 3:50 PM EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Page 6 of 6 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 57 The lower the EnergyPerformance Index, the more efficient the home. 363 4th Street, Atlantic Beach, FL, 32233-0000 1. New construction or existing New(From Plans) 9. Wall Types Insulation Area 2. Single family or multiple family Single-family a. Frame-Wood,Exterior R=19.0 3225.80 ft2 b. N/A R= ft2 3. Number of units,if multiple family 1 c. N/A R= ft2 4. Number of Bedrooms 4 d. N/A R= ft2 5. Is this a worst case? No 10. Ceiling Types Insulation Area a. Roof Deck(Unvented) R=19.0 1313.00 ft2 6. Conditioned floor area(ft2) 2602 b. N/A R= ft2 7. Windows" Description Area c. N/A R= ft2 a. U-Factor: Dbl,U=0.35 438.58 ft2 11. Ducts R ft2 SHGC: SHGC-0.30 a. Sup:2nd Floor,Ret:2nd Floor,AH:Attic 6 325 b. Sup. Attic, Rel Attic,AH-Attic,, In lhll l h. U-Factor N/A ft2 SHGC: 12. Cooling systems kBtu/hr Efficiency c. U-Factor: N/A ft2 a. Central Unit 18.0 SEER:14.00 SHGC: b. Central Unit 18.0 SEER:14.00 d. U-Factor: N/A ft2 SHGC: 13. Heating systems kBtu/hr Efficiency Area Weighted Average Overhang Depth: 4.355 ft. a. Electric Heat Pump 18.0 HSPF:8.00 Area Weighted Average SHGC: 0.300 b. Electric Heat Pump 18.0 HSPF:8.00 8. Floor Types Insulation Area 14. Hot water systems a.Slab-On-Grade Edge Insulation R=0.0 1313.00 ft2 a. Propane Cap: 1 gallons b. Floor Over Other Space R=0.0 1289.00 ft2 EF:0.59 c. N/A R= ft2 b. Conservation features None 15. Credits None I certify that this home has complied with the Florida Energy Efficiency Code for Building THE Sr Construction through the abovergy saving features which will be installed (or exceeded) o� in this home before final i ection. Otherwise, a new EPL Display Card will be completed based on installed Code co plia.' features. - �o Builder Signature: Date: (�--- _ Address of New Home: `?� � City/FL Zip: SOD we Tgo *Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Contact the EnergyGauge Hotline at(321) 638-1492 or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. i **Label required by Section 303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software i i TABLE 402.4.2 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Kovacs Residence i Street: Builder Name: Custom Homes by Bryan Lendry L 363 4th Street Permit Office: Atlantic Beach City,State,Zip: Atlantic Beach, FL, 32233-0000 Owner: Permit Number: Kovacs Family Jurisdiction: 261100 [Design Location: FL,Jacksonville COMPONENT CRITERIA Air barrier and thermal barrier Exterior thermal envelope insulation for framed walls is installed in CHECK substantial contact and continuous alignment with building envelope air barrier. Breaks or joints in the air barrier are filled or repaired. Air-permeable insulation is not used as a sealing material. Air- ermeable insulation is inside of an air barrier. Ceiling/attic Air barrier in an dropped pped ceiling/soffit is substantially aligned with insulation and any gaps are sealed. /attic access (exceNl uilveliled attic), knee wall door, or drop down stair is sealed. Walls Corners and headers are insulated. Junction of foundation and sill plate is sealed. Windows and doors Space between window/doorjambs and framing is sealed. Rim joists Rim joists are insulated and include an air barrier. Floors (including Insulation is installed to maintain permanent contact with underside above-garage and cantilevered of subfloor decking. floors) Air barrier is installed at any exposed edge of insulation. Crawl space walls Insulation is permanently attached to walls. Exposed earth in unvented crawl spaces is covered with Class I vapor retarder with overlapping joints taped. Shafts, penetrations Duct shafts, utility penetrations, knee walls and flue shafts opening to exterior or unconditioned space are sealed. Narrow cavities Batts in narrow cavities are cut to fit, or narrow cavities are filled by sprayed/blown insulation. Garage separation Air sealing is provided between the garage and conditioned spaces. Recessed lighting Recessed light fixtures are air tight, IC rated, and sealed to drywall. Exception—fixtures in conditioned space. Plumbing and wiring Insulation is placed between outside and pipes. Batt insulation is cut to fit around wiring and plumbing, or sprayed/blown insulation extends behind iping and wiring. Shower/tub on exterior wall Showers and tubs on exterior walls have insulation and an air barrier se aratin them from the exterior wall. Electrical/phone box on Air barrier extends behind boxes or air sealed-type boxes are installed. Common wall Air barrier is installed in common wall between dwelling units. HVAC register boots HVAC register boots that penetrate building envelope are sealed to subfloor or drywall. Fire lace Fireplace walls include an air barrier. EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Residential System Sizing Calculation Summary Kovacs Family Project Title: 363 4th Street Kovacs Residence Atlantic Beach, FL 32233-0000 9/5/2012 Location for weather data: Jacksonville, FL - Defaults: Latitude(30.5) Altitude(30 ft.) Temp Range(M) Humidity data: Interior RH 50% Outdoor wet bulb 77F Humidity difference 53 r. Winter design temperature(MJ8 99%) 32 F Summer design temperature(MJ8 99%) 93 F Winter setpoint 70 F Summer setpoint 75 F Winter temperature difference 38 F Summer temperature difference 18 F Total heating load calculation 34558 Btuh Total cooling load calculation 32078 Btuh Submitted heating capacity % of calc Btuh Submitted cooling capacity % of calc Btuh Total (Electric Heat Pump) 104.2 36000 Sensible (SHR = 0.75) 116.0 27000 Heat Pump +Auxiliary(O.OkW) 104.2 36000 Latent 102.3 9000 Total Electric Heat Pum 112.2 36000 WINTER CALCULATIONS 1IVIntf-r HPatin Load for ZbOl ft Ducts(6%) Load component Load V'Jndovv!„%; Window total 439 sqft 5833 Btuh Wall total 2751 sqft 8079 Btuh Infil.(24%) Door total 36 sqft 629 Btuh Ceiling total 1313 sqft 2387 Btuh Floor total See detail report 7578 Btuh Infiltration 195 cfm 8150 Btuh Doors(z%) Duct loss 1901 Btuh Subtotal 34558 Btuh "aW 23%) Ventilation 0 cfm 0 Btuh Roo-(22%) TOTAL HEAT LOSS 34558 Btuh Summer Cooling Load for 2602 sqft) SUMMER CALCULATIONS Load component Load Window total 439 sqft 9104 Btuh Wall total 2751 sqft 4337 Btuh Door total 36 sqft 480 Btuh Ceiling total 1313 sqft 1822 Btuh Lateral intemal(3%) Int.Gain(7%) Floor total 0 Btuh Infiltration 195 cfm 3860 Btuh Dwts(7%) VAndows(28%) Internal gain 2350 Btuh Duct gain 1324 Btuh Sens.Ventilation 0 cfm 0 Btuh Blower Load 0 Btuh Total sensible gain 23277 Btuh Latent gain(ducts) 774 Btuh Infil.(34% Cailings(E%) j Latent gain(infiltration) 7027 Btuh Latent gain(ventilation) 0 Btuh Walls(14%) Latent gain(internal/occupants/other) 1000 Btuh Doors(,%) Total latent gain 8801 Btuh TOTAL HEAT GAIN 32078 Btuh EnergyGaug7B?'. yatefi,-iz 8th Edition PREPARED ' DATE: EnergyGauge®/USRRZB v3.0 Residential Window Diversity MidSummer Kovacs Family Project Title: 363 4th Street Kovacs Residence Atlantic Beach, FL 32233-0000 9/5/2012 Weather data for: Jacksonville - Defaults Summer design temperature 93 F Average window load for July 3911 Btuh Cooling setpoint 75 F Peak window load for July 4684 Btuh Summer temperature difference 18 F Excusion limit(130%of Ave.) 5084 Btuh Latitude 30.5 North Window excursion (Jul ) None WINDOW Average and Peak Loads Limit for excursion 000.00 4000.00 12 Hour,average-'. `5 L 3 3000.00 0 J O 2000.00 1000.00 0.00 8 a.m. 10 12 2 p.m. 4 p.m. 6 p.m. 8 P.M. a.m. Total July Window Load(Radiation and conduction) The midsummer window load for this house does not exceed the window load excursion limit. This house has adequate midsummer window diversity. EnergyGauge®Serrr'S�' Florla re dences only PREPARED BY: �` .tr� ' DATE: Ct jZ-- EnergyGauge®/USRRZB v3.0 Mmftt_ Residential Window Diversity October Kovacs Family Project Title: 363 4th Street Kovacs Residence Atlantic Beach, FL 32233-0000 9/5/2012 Weather data for: Jacksonville - Defaults Summer design temperature 93 F Average window load for October 4384 Btuh Cooling setpoint 75 F Peak window load for October 5525 Btuh Summer temperature difference 18 F Excusion limit(130% of Ave.) 5699 Btuh Latitude 30.5 North Window excursion (October) None WINDOW Average and Peak Loads 6000.00 Limit for excursion 5000.00 12 Hour Average 2, 4000.00 3000.00 - 2000.00 000.00 2000.00 1000.00 0.00 8 a.m. Ili 12 2 p.m. 4 p.m. 6 p.m. 8 P.M. a.m. Total October Window Load(Radiation and conduction) The October window load for this house does not exceed the window load excursion limit. This house has adequate October window diversity. EnergyGauge®Syste zi rd oridsid es only PREPARED BY: l DATE: EnergyGauge®/USRRZB v3.0 System Sizing Calculations - Winter Residential Load - Room by Room Component Details Kovacs Family Project Title: 363 4th Street Kovacs Residence Atlantic Beach, FL 32233-0000 Building Type: User 9/5/2012 Reference City: Jacksonville, FL (Defaults) Winter Temperature Difference: 38.0 F (MJ8 99%) Component Loads for Room#1: 1st Floor Window Panes/Type Frame U Orientation Area s ft X HTM= Load 1 2, NFRC 0.30 Vinyl 0.35 S 32.0 13.3 426 Btuh 2 2, NFRC 0.30 Vinyl 0.35 S 18.0 13.3 239 Btuh 3 2, NFRC 0.30 Vinyl 0.35 S 32.0 13.3 426 Btuh 4 2, NFRC 0.30 Vinyl 0.35 W 32.0 13.3 426 Btuh 5 2, NFRC 0.30 Vinyl 0.35 W 16.0 13.3 213 Btuh 6 2, NFRC 0.30 Vinyl 0.35 N 175 133 233 Rhih 7 2, NFRC 0.30 Vinyl 0.35 N 12.0 13.3 160 Btuh 8 2, NFRC 0.30 Vinyl 0.35 N 45.0 13.3 598 Btuh 9 2, NFRC 0.30 Vinyl 0.35 E 32.0 13.3 426 Btuh Window Total 236.5 s ft 3145 Btuh Walls Type Ornt. Ueff. R-Value Area X HTM= Load (Cav/Sh) 1 Frame - Wood - Ext (0.077) 19.0/0.0 108 2.94 317 Btuh 2 Frame-Wood - Ext (0.077) 19.0/0.0 38 2.94 112 Btuh 3 Frame-Wood - Ext (0.077) 19.0/0.0 81 2.94 239 Btuh 4 Frame-Wood - Ext (0.077) 19.0/0.0 439 2.94 1288 Btuh 5 Frame-Wood - Ext (0.077) 19.0/0.0 135 2.94 396 Btuh 6 Frame-Wood - Ext (0.077) 19.0/0.0 111 2.94 326 Btuh 7 Frame -Wood - Ext (0.077) 19.0/0.0 455 2.94 1335 Btuh Wall Total 1367 s ft 4013 Btuh Doors Type Storm Ueff. Area X HTM= Load 1 Insulated - Exterior, n (0.460) 24 17.5 420 Btuh 2 Insulated- Exterior, n (0.460) 12 17.5 210 Btuh Door Total 36 s ft 629Btuh Ceilings Type/Color/Surface Ueff. R-Value Area X HTM= Load 1 Unvent Attic/D/Shing (0.048) 1.0/19.0 24 1.8 44 Btuh Ceilinq Total 24 s ft 44Btuh Floors Type Ueff. R-Value Size X HTM= Load 1 Slab On Grade (1.180) 0.0 169.0 ft(perim.) 44.8 7578 Btuh Floor Total 1313 s ft 7578 Btuh Room Envelope Subtotal: 15409 Btuh Infiltration Type Wholehouse ACH Room Volume Wall Ratio CFM= Natural 0.45 13130 0.50 96.9 4048 Btuh Duct load Average sealed,Supply(R6.0-Cond.), Return(R6.0-Cond.) (DLM of 0.000) 0 Btuh Room #1 Sensible Room Subtotal 19458 Btuh EnergyGauge®/USRRZB v3.0 Page 1 Manual J Winter Calculations Residential Load - Component Details (continued) Kovacs Family Project Title: I 363 4th Street Kovacs Residence Atlantic Beach, FL 32233-0000 Building Type: User 9/5/2012 Component Loads for Room#2: 2nd Floor Window Panes/Type Frame U Orientation Area s ft X HTM= Load 10 2, NFRC 0.30 Vinyl 0.35 S 53.3 13.3 709 Btuh 11 2, NFRC 0.30 Vinyl 0.35 S 24.0 13.3 319 Btuh 12 2, NFRC 0.30 Vinyl 0.35 W 4.5 13.3 60 Btuh 13 2, NFRC 0.30 Vinyl 0.35 W 16.0 13.3 213 Btuh 14 2, NFRC 0.30 Vinyl 0.35 N 6.8 13.3 90 Btuh 15 2, NFRC 0.30 Vinyl 0.35 N 12.0 13.3 160 Btuh 16 2. NFRC 0.30 Vinyl 035 N 270 13.3 359 Btuh 11 2, NFRG 0.30 Vinyl 0.35 E 24.0 13.3 319 Btuh i 18 2, NFRC 0.30 Vinyl 0.35 E 30.0 13.3 399 Btuh 19 2, NFRC 0.30 Vinyl 0.35 E 4.5 13.3 60 Btuh Window Total 202.1 s ft 2688 Btuh Walls Type Ornt. Ueff. R-Value Area X HTM= Load (Cav/Sh) 8 Frame-Wood - Ext (0.077) 19.0/0.0 256 2.94 752 Btuh 9 Frame-Wood - Ext (0.077) 19.0/0.0 440 2.94 1291 Btuh 10 Frame-Wood - Ext (0.077) 19.0/0.0 288 2.94 844 Btuh 11 Frame-Wood - Ext (0.077) 19.0/0.0 402 2.94 1179 Btuh Wall Total 1385 s ft 4066 Btuh Ceilings Type/Color/Surface Ueff. R-Value Area X HTM= Load 2 Unvent Attic/D/Shing (0.048) 1.0/19.0 1289 1.8 2344 Btuh Ceiling Total 1289 s ft 2344Btuh Floors Type Ueff. R-Value Size X HTM= Load 2 Interior (1.180) 0.0 1289.0 sqft 0.0 0 Btuh Floor Total 1289 s ft 0 Btuh Room Envelope Subtotal: 9097 Btuh Infiltration Type Wholehouse ACH Room Volume Wall Ratio CFM= Natural 0.45 12890 0.50 98.2 4101 Btuh Duct load Average seated,Supply(R6.0-Attic), Return(R6_o-Attic) (DLM of 0.144) 1901 Btuh Room #2 Sensible Room Subtotal 15100 Btuh EnergyGauge®/USRRZB v3.0 Page 2 I Manual J Winter Calculations Residential Load - Component Details (continued) Kovacs Family Project Title: 363 4th Street Kovacs Residence Atlantic Beach, FL 32233-0000 Building Type: User 9/5/2012 SYSTEM GROUPS (BLOCK LOADS) Heating Loads For System(s):1 Block load 19458 Btuh Serving Rooms: 1 Heating Loads For System(s):2 Block load 15100 Btuh Serving Rooms: 2 HOLE HOUSE TOTALS Subtotal Sensible Heat Loss 34558 Btuh Totals for Heating Ventilation Sensible Heat Loss 0 Btuh Total Heat Loss 34558 Btuh EQUIPMENT 1. Electric Heat Pump # 18000 Btuh 2. Electric Heat Pump # 18000 Btuh Key:Window types-NFRC(Requires U-Factor and Shading coefficient(SHGC)of glass as numerical values) or-Glass as'Clear'or'Tint'(Uses U-Factor and SHGC defaults) U-(Window U-Factor) HTM-(ManualJ Heat Transfer Multiplier) Version 8 EnergyGauge®/USRRZB v3.0 Page 3 System Sizing Calculations - Summer Residential Load - Room by Room Component Details Kovacs Family Project Title: 363 4th Street Kovacs Residence f Atlantic Beach, FL 32233-0000 f 9/5/2012 Reference City: Jacksonville, FL Temperature Difference: 18.OF(MJ8 99%) Humidity difference: 53gr. Component Loads for Room#1: 1st Floor Type Overhang Window Area(sqft) HTM Load Window Panes SHGC U InSh IS Omt Len HQt Gross Shaded Unshaded Shaded Unshaded 1 _2_NFRC 0.30,0.35 No No S 2.5ft 1.Sft 32.0 32.0 0.0 13 15 402 Btuh 2 2 NFRC 0.30,0.35 No No S 13.5f 1.5ft 18.0 18.0 0.0 13 15 226 Btuh 3 2 NFRC 0.30,0.35 No No S 9.5ft 1.5ft 32.0 32.0 0.0 13 15 402 Btuh 4 2 NFRC 0.30,0.35 No No W 2.Oft 12.Of 32.0 0.0 32.0 13 35 1125 Btuh Falls2 NFRC 0.30,0.35 No No W 2.Oft 12.01' 16.0 0.0 16.0 13 35 562 Btuh 2 NFRC 0.30,0.35 No No N 2.Oft 2.Oft 17.5 0.0 17.5 13 13 220 Btuh 2 NFRC 0.30,0.35 No No N 12.Of 2.5ft 12.0 0.0 12.0 13 13 151 Btuh 2 NFRC 0.30,0.35 No No N 12.Of 1.5ft 45.0 0.0 45.0 13 13 566 Btuh 2 NFRC 0.30,0.35 No No E 2.Oft 12.0f 32.0 0.0 32.0 13 35 1125 Btuh Window Total 237(sqft) __ 4780 Btuh Type U-Value R-Value Area(sqft) HTM Load Cav/Sheath Frame-Wood-Ext 0.08 19.0/0.0 108.01.6 170 Btuh Frame-Wood-Ext 0.08 19.0/0.0 38.0 1.6 60 Btuh Frame-Wood-Ext 0.08 19.0/0.0 81.3 1.6 128 Btuh Frame-Wood-Ext 0.08 19.0/0.0 438.7 1.6 692 Btuh 5 Frame-Wood-Ext 0.08 19.0/0.0 135.0 1.6 213 Btuh 6 Frame-Wood-Ext 0.08 19.0/0.0 111.0 1.6 175 Btuh 7 Frame-Wood-Ext 0.08 19.0/0.0 454.7 1.6 717 Btuh Wall Total 1367 (sgft)_ _ 2154 Btuh Doors Type Area (sqft) HTM Load 1 Insulated-Exterior 24.0 13.3 320 Btuh 2 Insulated-Exterior 12.0 13.3 160 Btuh Door Total 36(sqft) 480 Btuh Ceilings Type/Color/Surface U-Value R-Value Area(sgft) HTM Load j 1 Unvented Aftic/DarkShingle 0.048 1.0/19.0 24.0 1.39 33 Btuh Ceiling Total 24(sqft) 33 Btuh Floors Type R-Value Size HTM Load 1 Slab On Grade 0.0 1313(ft-perimeter) 0.0 0 Btuh Floor Total 1313.0(sqft) 0 Btuh Zone Envelope Subtotal: 7448 Btuh Infiltration Type Wholehouse ACH Volume(cuft)Wall Ratio CFM= Load Natural 0.45 13130 0.50 96.9 1918 Btuh nternal Occupants Btuh/occupant Appliance Load gain 1 X 230 + 1200 1430 Btuh Sensible Envelope Load: 10795 Btuh Duct load Average sealed,Supply(R6.0-Cond.),Retum(R6.0-Cond.) (DGM of 0.000) 0 Btuh Sensible Zone Load 10795 Stuh EnergyGauge®/USRRZB v3.0 Page 1 1'I , Manual J Summer Calculations Residential Load - Component Details (continued) Kovacs Family Project Title: Climate:FL_JACKSONVILLE_INTL_ARPT M 363 4th Street Kovacs Residence Atlantic Beach, FL 32233-0000 9/5/2012 Component Loads for Room 02:2nd Floor Type' Overhang Window Area(sqft) HTM Load Window Panes SHGC U InSh IS Omt Len Hgt Gross Shaded Unshaded Shaded Unshaded 10 2 NFRC 0.30,0.35 No No S 2.Oft 2.Oft 53.3 53.3 0.0 13 15 670 Btuh 11 2 NFRC 0.30,0.35 No No S 2.Oft 3.Oft 24.0 24.0 0.0 13 15 302 Btuh 12 2 NFRC 0.30,0.35 No No W 2.Oft 2.Oft 4.5 0.0 4.5 13 35 158 Btuh 13 2 NFRC 0.30,0.35 No No W 2.Oft 2.0ft 16.0 0.0 16.0 13 35 562 Btuh 14 2 NFRC 0.30,0.35 No No N 2.Oft 2.0ft 6.8 0.0 6.8 13 13 85 Btuh 15 2 NFRC 0.30,0.35 No No N 2.Oft 2.Oft 12.0 0.0 12.0 13 13 151 Btuh 16 2 NFRC 0.30,0.35 No No N 2.Oft 2.Oft 27.0 0.0 27.0 13 13 339 Btuh 17 2 NFRC 0.30.0.35 No No E 2.Ort 2.Oft 24.0 00 .40 13 ah 844 Htuh 18 2 NFRC 0.30,0.35 No No E 2.Oft 4.Oft 30.0 0.0 30.0 13 35 1055 Btuh 19 2 NFRC 0.30,0.35 No No E 2.Oft 2.Oft 4.5 0.0 4.5 13 35 158 Btuh Window Total - 202 (sqft) 4324 Btuh Walls Type U-Value R-Value Area(sqft) HTM Load Cav/Sheath 8 Frame-Wood-Ext 0.08 19.0/0.0 256.0 1.6 404 Btuh 9 Frame-Wood-Ext 0.08 19.0/0.0 439.5 1.6 693 Btuh 10 Frame-Wood-Ext 0.08 19.0/0.0 287.6 1.6 453 Btuh 11 Frame-Wood-Ext 0.08 19.0/0.0 401.5 1.6 633 Btuh Wall Total 1385 (sqft) 2183 Btuh Ceilings Type/Color/Surface U-Value R-Value Area(sqft) --H-TM Load 2 Unvented Attic/DarkShingfe 0.048 1.0/19.0 1289.0 1.39 1789 Btuh Cailing Total 1289 (sqft) 1789 Btuh Floors Type R-Value Size HTM Load 2 Interior 0.0 1289(sqft) 0.0 0 Btuh Floor Total 1289.0(sqft) 0 Btuh Zone Envelope Subtotal: 8296 Btuh Infiltration Type Wholehouse ACH Volume(cuft)Wall Ratio CFM= Load Natural 0.45 12890 0.50 98.2 1943 Btuh Internal Occupants Btuh/occupant Appliance 1 Load gain 4 X 230 + 0 - 920 Btuh Sensible Envelope Load: 11158 Btuh Duct load Average sealed,Supply(R6.0-Attic),Retum(R6.0-Attic) (DGM of 0.119) 1324 Btuh Sensible Zone Load 12482 Btuh i EnergyGauge®/USRRZB v3.0 Page 2 Manual J Summer Calculations Residential Load - Component Details (continued) Kovacs Family Project Title: Climate:FL_JACKSONVILLE INTL ARPT 363 4th Street Kovacs Residence Atlantic Beach, FL 32233-0000 9/5/2012 EnergyGauge®/USRRZB v3.0 Page 3 Manual J Summer Calculations Residential Load - Component Details (continued) Kovacs Family Project Title: Climate:FL_JACKSONVILLE_INTL—AR PT 363 4th Street Kovacs Residence Atlantic Beach, FL 32233-0000 9/5/2012 SYSTEM GROUPS(BLOCK LOADS) Sensible Envelope Load 10795 Btuh Window Excursion 0 Btuh Cooling Loads Sensible Duct Load (duct gain multiplier of 0.000) 0 Btuh Sensible ventilation 0 Btuh For Systom(6); Zone Sensible gain 10795 0tuh 1 Latent infiltration/ventilation gain 3490 Btuh Serving Zones: Latent duct gain 0 Btuh 1 Latent occupant gain 200 Btuh Latent other gain 0 Btuh Total block load 14486 Btuh Sensible Envelope Load 11158 Btuh Window Excursion 0 Btuh Cooling Loads Sensible Duct Load (duct gain multiplier of 0.119) 1324 Btuh Sensible ventilation 0 Btuh For System(s): Zone Sensible gain 12482 Btuh 2 Latent infiltration/ventilation gain 3536 Btuh Serving Zones: Latent duct gain 774 Btuh 2 Latent occupant gain 800 Btuh Latent other gain 0 Btuh Total block load 17593 Btuh EnergyGauge®/USRRZB v3.0 Page 4 Manual J Summer Calculations Residential Load - Component Details (continued) Kovacs Family Project Title: Climate:FL_JACKSONVILLE_INTL_ARPT 363 4th Street Kovacs Residence Atlantic Beach, FL 32233-0000 9/5/2012 WHOLE HOUSE TOTALS Sensible Envelope Load All Zones 21954 Btuh Sensible Duct Load 1324 Btuh Total Sensible Zone Loads 23277 Btuh Sensible ventilation 0 Btuh Blower 0 Btuh Whale House Total SPnsihle gain 23277 Btuh Totals for Cooling Latent infiltration gain (for 53 gr. humidity difference) 7027 Btuh Latent ventilation gain 0 Btuh Latent duct gain 774 Btuh Latent occupant gain (5.0 people @ 200 Btuh per person) 1000 Btuh Latent other gain 0 Btuh Latent total gain 8801 Btuh TOTAL GAIN 32078 Btuh (EQUIPMENT 1. Central Unit # 18000 Btuh 2. Central Unit # 18000 Btuh *Key: Window types(Panes-Number and type of panes of glass) (SHGC-Shading coefficient of glass as SHGC numerical value) (U-Window U-Factor) (InSh-interior shading device:none(No), Blinds(B),Draperies(D)or Roller Shades(R)) - For Blinds:Assume medium color, half closed For Draperies:Assume medium weave, half closed For Roller shades:Assume translucent,half closed (IS-Insect screen:none(N),Full(F)or Half(%)) (Ornt-compass orientation) Version 8 EnergyGaugeO/USRRZB v3.0 Page 5 ITW Building Components Group, Inc. F� 1950 Marley Drive Haines City,FL 33844 ��' ya .. I` 4i Florida Engineering Certificate of Authorization Number:0 278 �► .I.. 4G Florida Certificate of Product Approval#FL 199 .... •� j'S '•.� / �i Page 1 of 1 Document ID:IUP9235-ZO505155847 �• '. No.22Z39 Truss Fabricator: Lumber Unlimited Job Identification: 280246- (LENDRY )363 4TH ST. DUVAL CTY (28024B-(LENDRY ) 33 4V U 1, TY) +' Truss Count: 34 w Model Code: Florida Building Code 2010 Truss criteria: FBC201ORes/TPI-2007(STD) �iC�`'•,t i%�,i. ;<•' ��`�' Engineering software: Alpine Software,Version 10.03. AL Address: Structural Engineer of Record: LUIS PONTIGO 53311 Address: 496 OSCEOLA AVE JACKSONVIL-LE, FL, 32250 09/05/2 12 Minimum Design Loads: Roof 37.0 PSF @ 1.25 Duration Floor N/A Wind 130 MPH ASCE 7-10 -Closed Notes: 1. Determination as to the suitability of these truss components for the Walter P.Finn structure is the responsibility of the building designer/engineer of -Truss Design Engineer- record, as defined in ANSI/TPI 1 2. The drawing date shown on this index sheet must match the date shown 1950 Marley Drive on the individual truss component drawing.. Haines City,FL 33844 3. The loads indicated on all referenced girder trusses a;4 consistent with the truss layout provided by Lumber Unlimited for the above referenced job identif , tion. Loads applied by non-truss elements and basic load parameters ar .. -o be reviewed and approved by the EOR/building designer. 4. As shown on attached drawings; the drawing number is preceded by: HCUSR235 Details: n y Ref Description Drawing# Date 1 10564--A1 12249154 09/05,%12 1 2 10565--A2 12249143 09/05/12 3 10566--A3 12249144 09/05/12 4 10567--A4 12249145 09/05 i2 5 10568--A5 2- PLY 12249155 09/05 12 6 1_0569--A6 12249156 09/05 12 7 10570--A7 12249I23 09/05/12 71--A8 12249124 03/ I 572 -A9 12249125 09/ 10 10573--A10 12249126 09/05/12 11 10574--All 2- PLY 12249152 09/05/12 12 10575--Al2 12249127 09/05/12 13 10576--A13 12249128. 09/05/12 14 10577--A14 12249153 : 09/05/12 0000 15 10578--A15 2- PLY 12249146 09/05/12 16 10579--A16 12249129 09/05/12 17 10580--B17 12249147 09/05/12 18 10581--EJ18 12249130 09/05/12 19 10582--HJ19 12249148 09/05/12 20 10583--EJ20 12249131 09/05/12 21 10584--HJ21 12249149 09/05/12 22 10585--HJ22 12249150 09/05/12 23 10586--CJ23 12249132 • 09/05/12 24 10587--CJ24 12249133 09/05/12 25 10588--CJ25 12249134 09/05/12 26 10589--EJ18A 12249135 . 09/05/12 27 10590--EJ18B 12249136 09/05/12 28 10591--EJ18C 12249137 09/05/12 29 10592--EJ18D 12249138 09/05/12 30 10593--HJ19A 12249151 09/05/12 31 10594--CJ23A 12249139 09/05/12 32 10595--CJ24A 12249140 :09/05/12 33 10596--CJ25A 12249141 09/05/12 34 10597--EJ26 12249142 09/05/12 Ln s W LO N O LO o N O \ O m ri LON W 1--i LO n O d Ql Cl) m \ ~ 3 M N ry 6l \ -It pl Ln O N m --:I- d N m 2 Z M m W 3 Q O W y ( a vl �n H n W Q C> W 2' 2' u Y to v 00 N N0 M r XS] ..10 •Mti.y O.ti Yo LL Nlo^^�M L O U- W W W W p O LOU •-- I�Ol M U Y Ln N N L/) Ln CU O O O� NNM m C d d d d. 2 =a H N In w O r Ln O o+a L m n O O O O O N 3 E o i c W O 1— O O M .--I N N m vl n r U Y LCl o Ezr W U N r O1 L Y L Ln \ v � � O 3 V • U 2. 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L L OfN IC:) m 30 T L R �] O O m Z y LL LO vYV = N U U NN � pp dY E Ln J N O O O\ 'C O F-m J rt Y Q t ITW Building Components Group, Inc. p+ 1950 Marley Drive Haines City,FL 33844 r �<.... �� Florida Engineering Certificate of Authorization Number:0 278 Q► a�•'� `►.. "y � Florida Certificate of Product Approval#FL 1999 ��°��' ��'•.•�/ Page 1 of 1 Document ID:IUP9235-ZO405161303 ? c.22839 Truss Fabricator: Lumber Unlimited Job Identification: 28024A-(LENDRY )363 4TH ST. DUVAL CTY (28024A-) : r Truss Count: 44 TL OFA.' Model Code: Florida Building Code 2010 D Truss Criteria: FBC201ORes/TPI 2007(STD) �tC`s'•40F1110 •� Engineering Software: Alpine Software,Version 10.03. AL Address: Structural Engineer of Record: LUIS P O N T I G O 53311 Address: 496 OSCEOLA AVE JACKSONVILLE, FL, 32250 09/05/2012 Minimum Design Loads: Roof 37.0 PSF @ 1.25 Duration Floor 55.0 PSF @ 1.00 Duration Wind 130 MPH ASCE 7-10 -Closed Notes: 1. Determination as to the suitability of these truss components for the Walter P.Finn structure is the responsibility of the building designer/engineer of -Truss Design Engineer- record, as defined in ANSI/TPI 1 2. The drawing date shown on this index sheet must much the date shown 1950 Marley Drive on the individual truss component drawing.. Haines City,FL 33844 3. The loads indicated on all referenced girder trusses are ,;consistent with the truss layout provided by Lumber Unlimited for the above referenced job identification. Loads applied by non-truss elements and basic load parameters are to be reviewed and approved by the EOR/building designer. 4. As shown on attached drawings; the drawing number is preceded by: H,CUSR235 Details: BRCLBSUB-STRBRIBR-RIGINSRT- Ref Description Drawing# Date � Ref Description Drawing#__DateJ 1 10520--C27 12249159 09/05/12 37 10556--F63 12249183 09/05/12 2 10521--C28 12249189 09/05/12 38 10557--F64 12249201 09/05/12 3 10522--C29 12249190 09/05/12 39 10558--F65 12249184 09/05/12 4 10523--C30 12249191 09/05/12 40 10559--F66 12249185 09/05/12 5 10524--D31 12249160 09/05/12 41 10560--F67 2249186 09/05/12 6 10525--D32 12249161 09/05/12 42 10561F68 F68 "2 249187 09/05/12 7 10526--D33 12249192 09/05/12 43 10562--F69 12249188 09/05/12 8 10527--E34 12249162 09(05/12 44 10563--F70 12249202 09/05/12 9 10528--E35 2- PLY 12249193 09/05/12 10 10529 E36 12249163 09/05/12 11 10530--E37 12249194 09/05/12 1 1.0531--E38 12249164 09/05/12 "532--EJ39 12249165 09/05/12 10533--EJ40 12249166 09/05/12 15 10534--EJ41 12249167 09/05/12 16 10535--EJ42 12249168 09/05/12 17 10536--EJ43 12249169 09/05/12 18 10537--EJ44 12249170 09/05/12 19 10538--HJ45 12249195 09/05/12 20 10539--HJ46 12249196 09/05/12 21 10540--HJ47 12249197 09/05/12 22 10541--HJ48 12249198 09/05/12 23 10542--CJ49 12249171 09/05/12 24 10543--CJ50 12249172 09/05/12 25 10544--CJ51 12249173 09/05/12 26 10545--CJ52 12249174 09/05/12 27 10546--CJ53 12249175 09/05/12 28 10547--CJ54 12249176 09/05/12 29 10548--CJ55 12249177 09/05/12 30 10549--F56 12249178 09/05/12 31 10550--F57 12249179 09/05/12 I32 10551-458 12249199 09/05/12 33 10552--F59 12249180 09/05/12 34 10553-460 12249200 09/05/12 ITW Building Components Group, Inc. p�, ° Page 1 of 1 Document ID:1LJP9235-ZO405161303 •a 1950 Marley Drive Haines City,FL 33844 •r"••.'. '•• y s Truss Fabricator: Lumber unlimited :f No.22839 't .lob Identification: 28024A-(LENDRY )363 4TH ST. DUVAL CTY (28024A-) Truss Count: 2 Model Code: Florida Building Code 2010 •4'; TE 0 Truss Criteria: FBC201ORes/TPI-2007(STD) Engineering Software: Alpine Software,Version 10.03. �� ••..L0RI©,•�` Structural Engineer of Record: LUIS PONTIGO 53311 •'•""'••' Address: 496 OSCEOLA AVE JACKSONVILLE, FL, 32250 sSjpNAL Minimum Design Loads: Roof 37.0 PSF @ 1.25 Duration o9/o5/2oi2 Floor 55.0 PSF @ 1.00 Duration Wind 130 MPH ASCE 7-10 -Closed Notes: 1. Determination as to the suitability of these truss components for the structure is the responsibility of the building designer/engineer of -Truss Design Engineer- record, as defined in ANSI/TPI 1 Walter P.Finn 2. The drawing date shown on this index sheet must match the date 1950 Marley Drive shown on the individual truss component drawing. Haines City,FL 33844 3. As shown on attached drawings; the drawing numberpreceded by: HCUSR235 Revised Trusses Ref Description Drawin Date 1 10546--CJ53 1224917 09/05/12 2 10548-CJ55 122491 9 05 12 1 � 1 � 1 + O V W N N O s LP r-1 rn N O a N Ln ,--i Lo N W M Ln N O d Ol M co N Ol d M Ln O N a0 - d a N v a N II N N a Y L c mO d r v K 2 Z £ O V E a N r w W Z W v m m U W 3 O O w J E o w L W Q a� U W K 2' C U e23 v m C U � N- p+a _ d Li Li W Li W £ a C m N N C Ln V1 Ln N Ln o c a > N O d d d d a- -0 -0 3 O i L r ^• O r U +-� Lo O O - N L O O O O O N V) a c a O d a E-= N a O Ln W N N 3 III I U C-D t 0 .J Y O U p _ o.. r � c ro ,--i � D Q Z J J W �--� v U O m Q J O O J U C C v J ♦D d' Q W U W O m O O > W U U U U O d o V 3 i c O m Lo x v H f- m m F- O V) £ ¢ co v w II •C O a U d N - +' O m a 2 * N m 0, -II a wo c L g LT N tir OCD O a�Ln vo p• ••b ' L d N OCD e •r�--i • E w N N V i +� 4 '• • O CD O d c N O N ` • •� w i(.7 � O X V O — V �L•� O E u >< :Z WLn ihu V ti L L Ya u -�O -0 U N u N N a i ~• _ a av a E a m c 0 v i O �• • L O J N N L O C i • M • j 3 •O a � u o a p o �• rn m m•r v •r w- a •• v ••• t v d +� c • ••••+!• d c m c E U L r N O E P+ in P N O 3 +' '� y 4-U L (.7•r r � N L L O N m U O III a N OD N X CD N CD III N o o _ O O - x O II 4 O �d' o O O O N O O n Ln O N v F- •O aD . m W O ri Nm E = L D N rt O W d N Z - d c W � m N 3 N O _ m d i P X >< C « LO M O O) C)Cl LDS - N c v0 •O rt ry Ql U � m •Ql ..r .�+ In "� � ¢ 3 v r a r O Ln z„ � w Ln r II `a: •' - L� n N m LL D O it v > U 0 O i OV O 3 O ^ p�— L rn II - Y NNZ -2,3 3 L N r m N V N N w N In 3 d! �Ln N LIS O a t N c N L.7 N L Y >C 7 O S ¢ 3 r> I~I c m ua To c tD N N C) Of ? 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Start End 100% 90% 115% 160% 125% 1 Standard Load Unf.Area(lb/ftA 2) L 00-00-00 11-00-00 17 20 02-00-00 � Disclosure 4,473 ft-lbs �� 12596 4 05'06-00 cmnnmtm�osanoacoumcymmpmmum � -- Moment 1 312|b 13 396 125�� 4 U1'0O'12 uev�mouuvanyone who wovme�on | End Shear . s ��ma»ewuoncm�vun;uonv«vPamm�, � Total Load Do�. L/1,324(0.1") 13.6% n/o 4 05'06'00 pmxo�ua»�cm»mm/^o Live Load DeO. U2,899(0.046") 8.396 n/e 5 05'06'00 code-accepted application.Output | K0oxDeU. 0.11' 10% »/a 4 05-00-00 uno�m/ methods.Installation mBOISE | Span/Depth 11.1 n/a n/a U 00-00'00 engineered wood productsmust uom accordance with current installation Guide and applicable building codes.rvobtain Cautions Installation Guide mask questions,please | For roof members with slope(1/4)/12 or less final design must ensure that ponding call(000)2nu'ornobefore installation. � instability will not occur. For roof members with slope(1/2)/12 or less final design must account for Rain-on-Snow BC CALCO,BC FRAMER@,AJS- ^Luu/^/m.mC R=""°""—.B^"~. =�=y"�� BOISE smmm-.SIMPLE FRAMING SYSTEMS,vsRsA-LAwID.VERSA-RIM | vs s^m�m p�u�m. n . ! --�� u vsnoA� �Tp�w� vsnnx�rumwum �—/ trademarks mBoise Cascade Wood pmovm»L.L.c. / " k3� ominimum=2^ c=7'7/D^ bminimum=3^ d=24^ Member has noside loads. ' Connectors are: 16d Sinker Nails Page 1 of PDF created with pdfFaCtOryt[i8| version ©Boise Cascade Double 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP Designs\BM2 1 span I No cantilevers 10/12 slope Wednesday, September 05,2012 BC CALC@ Design Report-US 02-00-00 OCS Build 1605 File Name: 28024.bcc Job Name: 28024 Description: Designs\BM2 Address: Specifier: City, State,Zip: , Designer: LARRY RUCKEL Customer: BRYAN LENDRY HOMES Company: LUMBER UNLIMITED Code reports: ESR-1040 Misc: �o 12 e i I I ! ` 3 1 1 I I I I I I I I i I 1 1 i i l I I l i i oa-oo-oo B1 Bo Total of Horizontal Design Spans=08-00-00 Reaction Summary (Down /Uplift) (lbs) BearingLive Dead Snow Wind Roof Live BO 965/0 848/0 B1 1,276/0 1,052/0 Live Dead Snow Wind Roof Live ocS Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125% 1 Standard Load Unf.Area(lb/ft^2) L 00-00-00 08-00-00 17 20 02-00-00 2 BM1 Conc. Pt. (Ibs) L 06-02-00 06-02-00 884 743 n/a 3 WALL Unf. Lin. (Ib/ft) L 00-00-00 08-00-00 35 0 n/a 4 B17 Conc. Pt. (Ibs) L 01-03-00 01-03-00 340 400 n/a 5 HJ21 Conc. Pt. (Ibs) L 06-02-00 06-02-00 168 197 n/a 6 JACKS Unf. Lin. (Ib/ft) L 02-00-00 05-00-00 68 80 n/a Controls Summary Value %Allowable Duration case Location Disclosure Pos. Moment 4,118 ft-Ibs 15.5% 125% 4 05-02-09 Completeness and accuracy of input must End Shear 2,200 lbs 22.3% 125% 4 01-00-12 be verified by anyone who would rely on Total Load Defl. 01,939(0.05') 9.3% n/a 4 04-01-13 output as evidence of suitability for particular Live Load Defl. 04,226 (0.023") 5.7% n/a 5 04-01-12 application.Output here based on building code-accepted design properties and Max Defl. 0.05' 5% n/a 4 04-01-13 analysis methods.Installation of BOISE Span/Depth 8.1 n/a n/a 0 00-00-00 engineered-wood-productsmust-tie-in accordance with current Installation Guide and applicable building codes.To obtain Cautions Installation Guide or ask questions,please For roof members with slope(1/4)/12 or less final design must ensure that ponding call(800)232-0788 before installation. instability will not occur. For roof members with slope(1/2)/12 or less final design must account for Rain-on-Snow BC CALC®,BC FRAMER@,AJS-, surcharge load. ALLJOIST@,BC RIM BOARD-,BCI®, BOISE GLULAM-,SIMPLE FRAMING SYSTEM@,VERSA-LAM®,VERSA-RIM PLUS@,VERSA-RIM®. VERSA-STRAND@,VERSA-STUD@ are trademarks of Boise Cascade Wood Products L.L.C. Page 1 of 2 PDF created with pdfFactory trial version www.pdffactory.com ©Boise Cascade Double 1-3/4" x 11-7/8" VERSA-LARD 2.0 3100 SP Designs\BM2 1 span I No cantilevers 10/12 slope Wednesday, September 05, 2012 BC CALC®Design Report-US 02-00-00 OCS Build 1605 File Name: 28024.bcc Job Name: 28024 Description: Designs\BM2 Address: Specifier: City, State,Zip: , Designer: LARRY RUCKEL Customer: BRYAN LENDRY HOMES Company: LUMBER UNLIMITED Code reports: ESR-1040 Misc.. Connection Diagram Disclosure Completeness and accuracy of input must r�I bd be verified by anyone who would rely on a output as evidence of suitability for particular • T• • application.Output here based on building r code-accepted design properties and c analysis methods.Installation of BOISE 1 engineered wood products must be in • • accordance with current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please a minimum =2" c= 7-7/8" call(800)232-0788 before installation. b minimum= 3" d =24" BC CALC®,BC FRAMER@,AJSTm, Member has no side loads. ALLJOIST®,BC RIM BOARD-,BCI0, Connectors are: 16d Sinker Nails BOISE GLULAMTM,SIMPLE FRAMING SYSTEM®,VERSA-LAMO,VERSA-RIM PLUS®,VERSA-RIM®, VERSA-STRAND,VERSA-STUD&are trademarks of Boise Cascade Wood Products L.L.C. Page 2 of 2 PDF created with pdfFactory trial version www.pdffactory.com 1p Boise Cascade Double 1-3/4" x 16" VERSA-LAM(R) 2.0 3100 SP DesignslBM3 1 span I No cantilevers 10/12 slope Wednesday, September 05,2012 BC CALC®Design Report-US 02-00-00 OCS Build 1605 File Name: 28024.bcc Job Name: 28024 Description: Designs\BM3 Address: Specifier: City, State,Zip: , Designer: LARRY RUCKEL _ Customer: BRYAN LENDRY HOMES Company: LUMBER UNLIMITED Code reports: ESR-1040 Misc: I I i 5,; i I 4 I I 31 I I 11 11 i I 12i 1ir 3t I I ' 1 BO 14-00-00 61 Total Horizontal Product Length=14-00-00 Reaction Summary (Down /Uplift) (lbs) Bearing Live Dead Snow Wind Roof Live BO, 3-1/2" 3,64010 3,036/0 889/0 B1,3-1/2" 3,640/0 3,036/0 889/0 Live Dead Snow Wind Roof Live OCs Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125% 1 Standard Load Unf.Area(Ib/ft^2) L 00-00-00 14-00-00 40 10 02-00-00 2 EJ43 Unf. Lin. (Ib/ft) L 00-00-00 14-00-00 12 15 n/a 3 F57 Unf. Lin. (Ib/ft) L 00-00-00 14-00-00 440 165 n/a 4 WALL Unf. Lin. (Ib/ft) L 00-00-00 14-00-00 0 125 n/a 5 EJ18 Unf. Lin. (Ib/ft) L 00-00-00 14-00-00 96 112 n/a Controls Summary Value %Allowable Duration case Location Disclosure Pos. Moment 21,862 ft-lbs 58.5% 100% 1 07-00-00 Completeness and accuracy of input must End Shear 5,127 lbs 48.2% 100% 1 01-07-08 be verified by anyone who would rely on Total Load Defl. U538 (0.302") 44.6% n/a 1 07-00-00 output as evidence of suitability for particular Live Load Defl. U987(0.165") 36.5% n/a 4 07-00-00 application.Output here based on building Max Defl. 0.302" 30.2% n/a 1 07-00-00 code-accepted design properties and Span/Depth 10.2 n/a n/a 0 00-00-00 analysis methods.Installation oBOISE P P engineered wood products must be in accordance with current Installation Guide %Allow %Allow and applicable building codes.To obtain S nim.�L x _�EaLitlq SllppOAIM1/) Value Support Member Material Installation Guide or ask questions,please BO Post 3-1/2"x 3-1/2" 6,677 lbs n/a 72.7% Unspecified call(800)232-0788 before installation. 61 Post 3-1/2"x 3-1/2" 6,677 lbs n/a 72.7% Unspecified BC CALC®,BC FRAMER®,AJSTM', ALLJOISTO,BC RIM BOARD-,BCI®, BOISE GLULAM-,SIMPLE FRAMING SYSTEM®,VERSA-LAM®,VERSA-RIM PLUS®,VERSA-RIM®, VERSA-STRAND®,VERSA-STUD'S are trademarks of Base Cascade Wood Products L.L.C. Page 1 of 2 PDF created with pdfFactory trial version www.pdffactory.com 1p Boise Cascade Double 1-3/4" x 16" VERSA-LAM® 2.0 3100 SP DesignslBM3 ��/// 1 span 1 No Cantilevers 10/12 slope Wednesday, September 05,2012 BC CALC®Design Report-US 02-00-00 OCS Build 1605 File Name: 28024.bcc Job Name: 28024 Description: Designs\BM3 Address: Specifier: City, State,Zip: , Designer: LARRY RUCKEL Customer: BRYAN LENDRY HOMES Company: LUMBER UNLIMITED Code reports: ESR-1040 Misc: Connection Diagram Disclosure I b d Completeness and accuracy of input must L be verified by anyone who would rely on a output as evidence of suitability for particular • T• • t application.Output here based on building c code-accepted design properties and analysis methods.Installation of BOISE engineered wood products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please a minimum=2" c= 12" call(800)232-0788 before installation. b minimum=3" d=24" BC CALC®,BC FRAMER®,AJS-, Calculated Side Load=27.0 Ib/ft ALLJOIST®,BC RIM BOARD-,BCI®, BOISE GLULAMTM,SIMPLE FRAMING Connectors are: 16d Box Nails SYSTEM®,VERSA-LAM®,VERSA-RIM PLUS®,VERSA-RIM®, VERSA-STRAND®,VERSA-STUDS are trademarks of Boise Cascade Wood Products L.L.C. Page 2 of 2 PDF created with pdfFactory trial version www.pdffactory.com 10 Boise Cascade Double 1-3/4" x 16" VERSA-LAM® 2.0 3100 SP DesignslBM4 1 span I No cantilevers 10/12 slope Wednesday, September 05,2012 BC CALC®Design Report-US 02-00-00 OCS Build 1605 File Name: 28024.bcc Job Name: 28024 Description: Designs\BM4 Address: Specifier: City, State,Zip: , Designer: LARRY RUCKEL Customer: BRYAN LENDRY HOMES Company: LUMBER UNLIMITED Code reports: ESR-1040 Misc: ' I I f i l l I I I i t 1i I i I I I I 08-10-00 B1 BO Total of Horizontal Design Spans=08-10-00 Reaction Summary (Down 1 Uplift) (Ibs) BearingLive Dead Snow Wind Roof Live BO 1,961 /0 759/0 B1 1,961 /0 759/0 Live Dead Snow Wind Roof Live OCs Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125% 1 Standard Load Unf.Area (Ib/ft^2) L 00-00-00 08-10-00 40 10 02-00-00 2 F59 Unf. Lin. (Ib/ft) L 00-00-00 08-10-00 364 136 n/a Controls Summary value %Allowable Duration Case Location Disclosure Pos. Moment 6,006 ft-lbs 16.1% 100% 1 04-05-00 Completeness and accuracy of input must End Shear 1,854 lbs 17.4% 100% 1 01-04-14 be verified by anyone who would rely on Total Load Deft L/3,002(0.035") 8% n/a 1 04-05-00 output as evidence of suitability for particular Live Load Defl. 04,164(0.025") 8.6% n/a 2 04-05-00 application.Output here based on building code-accepted design properties and Max Defl. 0.035" 3.5% n/a 1 04-05-00 analysis methods.Installation of BOISE Span/Depth 6.6 n/a n/a 0 00-00-00 engineered wood products must be in accordance with current Installation Guide and applicable building codes.To obtain Connection Diagram Installation Guide or ask questions,please b d call(800)232-0788 before installation. a BC CALC®,BC FRAMER®,AJSTM • r• • tALLJOIST®,BC RIM BOARDTM',BCt®, c BOISE GLULAMTM,SIMPLE FRAMING SYSTEM®,VERSA-LAM®,VERSA-RIM • • PLUS®,VERSA-RIM®, SSA-ST-RAND8a/-ERSA-STUD®a v trademarks of Boise Cascade Wood Products L.L.C. a minimum=2" c= 12" b minimum=3" d=24" Member has no side loads. Connectors are: 16d Sinker Nails Page 1 of 1 PDF created with pdfFactory trial version www.pdffactory.com emse Cascade Double 1-3/4^, x16" VE2_0 3100 SP Designs\BM5 1 span |No cantilevers 10/12 slope VVednasday, September 05,2012 8CCALCODesign Report'US 02-00-00 OCS Build 1605 File Name: 28024.bcc Job Name: 28024 Deochpdiun: Designy\BN\5 Address: Specifier: City. State,Zip: . Designer: LARRY RUCKEL Customer BRYAN LENDRYHOMES Company: LUMBER UNLIMITED Code reports: ESR.1040 K4i 22-G4-00 A BO B1 Total of Horizontal DesSpans Reaction Summary (Down / Uplift) (/us) Bearing Live Dead Snow Wind Roof Live BO 2,503/0 1,022/0 B1 1.245/0 535/0 ' u,v onau anwv vmnu Roof Live oco Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125% 1 Standard Load Unf.Area(lb/ftA2) L 00-00-00 22-04-00 40 10 02-00-00 2 BM5 Conc. Pt. ((ba) L 04'00'00 04'00'00 1.961 759 n/a Controls Disclosure Pos. Moment 13.682u./bn 36.6% 100m 1 05'11'10 Completeness and accuracy minput must End Shear 3,363 lbs 31.6% 100Y6 1 01'04'14 uoverified»vanyone who would rely on Total LoodDeO. U527 (0.508^) 45.5% n/a 1 10'05'11 output asevidence msuitability for particular Live Load DaU U748 (O�858^) a8.196 n/a 2 10'05'07 *n�/cou»».»mnmoombased nnuv/mmo umeacce�aoorv�nnnxx��oanu WYoxDeO. D5UO'' 5O896 n/a 1 1O'O5'11 � � analysis methods.Installation mBOISE Span/Depth 18.8 n/a n/a 0 00-00-00 engineered wood products must uem accordance with nurTentInstallation Guide Connection Diagram and applicable building codes.roobtain Installation Guide mask questions,plea e d 6all(800)232-0788 before installation. 4— BC CALCQD,BC FRAMERS,AJS-, ALLJOISTO,BC RIM BOARD—,BCI@, c BOISE GLULAMrm,SIMPLE FRAMING trademarks mBoise Cascade Wood ominimum=2^ c= 12^ Products L.Lc L.L.C. bminimum=3^ d=24" Member has noside loads. Connectors are: 18dSinker Nails Page 1of1 PDF created with pdfFaCtorytria| version �� Boise Cascade ��u��le 1-3/4 , �� 16", "��RSA- 2'0 3100 SP �� 1span | Nocantilevers 10/12slope Wednesday, September 05. 2012 8CCALCODesign Report'US 02-00-00OC8 � File Name: 28024boc Build 1605 � Job Name: 28024 Doaohphon: Deoigns\BM0 Address:� Specifier:Specifier:Designer: LARRY RUCKEL Cdy, State,�p� ' ' � ' RYANLENDRYHO7NES Company:� LUMBER UNLIMITED Customer: u Code reports: ESR1040 K0inc: T� 08-11-00 B1 ao Total mHorizontal Design Spans~on /1no Reaction Summary (Down Uplift) (Ibs) Snow Wind Roof Live Bearing Live Dead 1,790/0 BO 357/0 2,240/0 1,941 /0 Bi 357/0 2,368/0 Live Dead Snow wmou Roof Live ona Load Summary ControlsTag Description - Load Type Ref. Start End 100% 90% 115% 160% 125% 02-00-00 1 Standard Load Unf.Area(lb/ft'2) L 00-00-00 08-11-00 40 10 1,310 n/a Disclosure 596 2 03'08-15 cvmn�o�xum`ouu��mmnmmv� '""� Moment ~''-' ft-lbs �� 125Y6 2 81-04'14 mevoonexuyunvw�who*oumm�on End Shear 3,790 lbs , ��""` /a 2 O4_04_O2 ov�muxewoonmemovna m�»»oamc«�' T�u| LoadDeO U2.O2D(OD53 ) �1.»m » uon/�mmn omvmxombased onuuim/nn � 7 0�� /o 5 D4'03 13 application. Live Load DeO� U4.5O1 (O�O2�1 � » �d*aumntouooa�nn,vvom�and N\axDoO 0�D53^ 5�3�� n/o 2 04'04'02 ana4m/sm�mmv./nmo�mmmoomE � /o n/a O 00'OU'OO /nern�wmmpmnu�smumuem Spon/Do[dh 67 » engaccineered wood current Installation Guide i Dia Installation Guide or ask questions,please bt— call(800)232-0788 before installation. ~ B^^°^°°.B.. ..`..^..~..-- . *Luo/SrO.aoRIM ooARo=.anxm. BOISE sLuuAw=.SIMPLE FRAMING e,srsMm.vsns*-uuw@.VERSA-RIM pLuwm.vsRSA-mmw. VERSA-S �Tn�w� vsRaxsromm are � -- trademarks mBoise Cascade Wood PmoucuL.L.n o minimum=2^ c= 12^ bminimum=3^ d=24' Calculated Side Load=209.D|b/ft Connectors are: 1GdSinker Nails Page1o«1 P - created with pdfFactorytrial version ©Boise Cascade Double 1-3/4" x 16" VERSA-LAM® 2.0 3100 SP Designs\BM7 1 span I No cantilevers 10/12 slope Wednesday, September 05, 2012 BC CALCO Design Report- US 02-00-00 OCS Build 1605 File Name: 28024.bcc Job Name: 28024 Description: Designs\BM7 Address: Specifier: City, State,Zip: , Designer: LARRY RUCKEL Customer: BRYAN LENDRY HOMES Company: LUMBER UNLIMITED Code reports: ESR-1040 Misc: 4 I I I 31 I j 2 03-0s-oo 131 BO Total of Horizontal Design Spans=03-08-00 Reaction Summary (Down /Uplift) (lbs) BearingLive Dead Snow Wind Roof Live BO 519/0 515/0 95/0 B1 519/0 515/0 95/0 Live Dead Snow Wind Roof Live ocs Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125% 1 Standard Load Unf.Area(Ib/ft^2) L 00-00-00 03-08-00 40 10 02-00-00 2 F68 Unf. Lin. (Ib/ft) L 00-00-00 03-08-00 203 76 n/a 3 WALL Unf. Lin. (Ib/ft) L 00-00-00 03-08-00 0 125 n/a 4 JACKS Unf. Lin. (Ib/ft) L 00-00-00 03-08-00 44 52 n/a Controls Summary Value %Allowable Duration Case Location Disclosure Pos. Moment 947 ft-lbs 2.5% 100% 1 01-10-00 Completeness and accuracy of input must End Shear 241 lbs 2.3% 100% 1 01-04-14 be verified by anyone who would rely on Total Load Defl. U45,848 (0.001") 0.5% n/a 1 01-10-00 output as evidence of suitability for particular Live Load Defl. U91,335(0") 0.4% n/a 4 01-10-00 application.Output here based on building code-accepted design properties and Max Defl. 0.001" n/a n/a 1 01-10-00 analysis methods.Installation of BOISE Span/Depth 2.8 n/a n/a 0 00-00-00 engineered wood products must be in accordance with current Installation Guide and applicable building codes.To obtain Connection Diagram Installation Guide or ask questions,please r►I b d call(800)232-0788 before installation. a EtGGA�G�ar�c,�� So ALUOIST@,BC RIM BOARD-,BC16, C BOISE GLULAMTM',SIMPLE FRAMING SYSTEMO,VERSA-LAM@,VERSA-RIM PLUSE),VERSA-RIME), VERSA-STRANDS,VERSA-STUDS are trademarks of Boise Cascade Wood Products L.L.C. a minimum=2" _. c= 12 b minimum=3" d=24" Member has no side loads. Connectors are: 16d Sinker Nails Page 1 of 1 PDF created with pdfFactory trial version www.pdffactory.com ©Boise Cascade Double 1-3/4" x 16" VERSA-LAM® 2.0 3100 SP Designs\BM8 2 spans I Left cantilever 10/12 slope Wednesday, September 05,2012 BC CALC®Design Report-US 02-00-00 OCS Build 1605 File Name: 28024.bcc Job Name: 28024 Description: Designs\BM8 Address: Specifier: City, State,Zip: , Designer: LARRY RUCKEL Customer: BRYAN LENDRY HOMES Company: LUMBER UNLIMITED Code reports: ESR-1040 Misc: I 1 6 i 1 1 1 I I I l 15 I I I I1 4 i 00-07-00 12-05-00 B1 B2 Total of Horizontal Design Spans=13-00-00 Reaction Summary (Down/Uplift) (Ibs) Bearing Live Dead Snow Wind Roof Live 61 634/0 1,670/0 608/0 B2 1,021 /1 1,780/0 638/1 Live Dead Snow Wind Roof Live OCs Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125% 1 Standard Load Unf.Area (Ib/ft^2) L 00-00-00 13-00-00 40 10 02-00-00 2 BM7 Conc. Pt. (Ibs) L 11-02-04 11-02-04 614 515 n/a 3 E37 Conc. Pt. (Ibs) L 05-00-00 05-00-00 177 208 n/a 4 E36 Unf. Lin. (lb/ft) L 06-00-00 13-00-00 54 64 n/a 5 WALL Unf. Lin. (Ib/ft) L 00-00-00 11-04-00 0 125 n/a 6 EJ26 Unf. Lin. (lb/ft) L 00-00-00 11-04-00 44 52 n/a Controls Summary Value %Allowable Duration Case Location Disclosure Pos. Moment 7,445 ft-Ibs 19.9% 100% 3 07-02-14 Completeness and accuracy of input must Neg. Moment -48 ft-Ibs 0.1% 100% 1 00-07-00 be verified by anyone who would rely on End Shear 2,562 lbs 24.1% 100% 3 02-00-12 output as evidence of suitability for particular Cont. Shear 1,717 lbs 16.1% 100% 1 02-00-12 application.Output here based on building and Total Load Defl. 01,490(0.1") 16.1% n/a 9 06-10-11 codlysis methods. design Ign elation of BOISE analysis methods.Installation of BOISE Live Load Defl. 2xU2,546(-0.005") 14.1% n/a 18 00-00-00 engineered wood products must be in Total Neg. Defl. 2xU-958 (-0.015") 25.1% n/a 9 00-00-00 accordance with current Installation Guide Max Defl 0.11, 10% n/a 9 06-10-11 and aoplicabI building cods.T2obtain Span/Depth 9.3 n/a n/a 0 00-00-00 Installation Guide or ask questions,please call(800)232-0788 before installation. BC CALC®,BC FRAMER®,AJS-, ALLJOIST®,BC RIM BOARDTm,BCI®, BOISE GLULAMTM,SIMPLE FRAMING SYSTEM®,VERSA-LAM®,VERSA-RIM PLUS®,VERSA-RIM®, VERSA-STRAND®,VERSA-STUD®are trademarks of Boise Cascade Wood Products L.L.C. Page 1 of 2 PDF created with pdfFactory trial version www.pdffactory.com ©Boise Cascade Double 1-3/4" x 16" VERSA-LAM® 2.0 3100 SP Designs\BM8 2 spans I Left cantilever 10/12 slope Wednesday, September 05,2012 BC CALC@ Design Report- US 02-00-00 OCS Build 1605 File Name: 28024.bcc Job Name: 28024 Description: Designs\BM8 Address: Specifier: City, State,Zip: , Designer: LARRY RUCKEL Customer: BRYAN LENDRY HOMES Company: LUMBER UNLIMITED Code reports: ESR-1040 Misc: Connection Diagram Disclosure rel b d Completeness and accuracy of input must Li be verified by anyone who would rely on a I output as evidence of suitability for particular • T• • I} application.Output here based on building c code-accepted design properties and analysis methods.Installation of BOISE engineered wood products must be in • • accordance with current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please a minimum =2" C= 12" call(800)232-0788 before installation. b minimum=3" d =24" BC CALC®,BC FRAMER®,AJST"", Calculated Side Load= 118.0 Ib/ft ALLJOIST@,BC RIM BOARDTM,BCI@, BOISE GLULAMTm,SIMPLE FRAMING Connectors are: 16d Box Nails SYSTEM@,VERSA-LAM@,VERSA-RIM PLUS@,VERSA-RIM@, VERSA-STRAND@,VERSA-STUD@ are trademarks of Boise Cascade Wood Products L.L.C. Page 2 of 2 PDF created with pdfFactory trial version www.pdffactory.com Insulation and Specialties 1150Turnbull Bay Road ' • I , `� New Smyrna Beach, FL 32168u/ 386-253-3455 386-423-0422 Fax 386-423-1231 ole ICYNENE The Icynene Insulation System Healthier, Quieter, More Energy Efficient. ENVIRODES)IC Icynene is proud to be certified by Envirodesic TM and to be a member of the U.S.Green Building Council. BUILDER: JOB ADDRESS.- INSULATION DDRESS:INSULATION INSTALLED "R" VALUE INSTALLED INCHES ROOF AREA UNCONDITIONED FLOOR EXT. FRAME WALLS/GABLES EXT BLOCK WALLS CRAWL SPACE INSULATED BY VERN'S INSULATION AND SPECIALTIES INSTALLED BY SALESMAez N �C ;n BUILDER To l©. � SIGNATURE e ICC EVALUATION SERVICE Most Widely Accepted and Trusted IMES Evaluation Report ESR-1826 Reissued February 1, 2011 This report is subject to re-examination in one year. www.icc-es.or 1 (800)423-6587 1 (562) 699-0543 A Subsidiary of the International Code Council° DIVISION: 07 00 00—THERMAL AND MOISTURE 3.0 DESCRIPTION PROTECTION 3.1 General: Section: 07 21 00—Thermal Insulation Icynene LD-C-50 TM is a low-density, open-cell, REPORT HOLDER: polyurethane foam plastic insulation and air barrier system that is 100 percent water-blown with an installed nominal ICYNENE,INC, density of 0.5 pcf (8 kg/m3). Icynene LD-C-50 is a two- 6747 CAMPOBELLO ROAD component, spray-applied product. The two components of MISSISSAUGA,ONTARIO L5N 21_7 the insulation are polymeric isocyanate (A-Component, CANADA also known as Base Seale) and proprietary resin (905)363-4040 (B-Component, LD-C-50 Resin, also known as, Gold www.icnene.rom Seale). The A-Component must be stored at a temperature of 50°F (10°C) or greater, and has a shelf life of six EVALUATION SUBJECT: months.The B-Component must be stored at temperatures below 100°F(37.81C), and has a shelf fife of six months. ICYNENE LD-C-50TM (formerly known as The Icynene 3.2 Surface Burning Characteristics: Insulation System®) When tested in accordance with ASTM E 84/UL 723, at a 1.0 EVALUATION SCOPE thickness of 6 inches (152 mm) and a nominal density of 0.5 pcf (8 kg/m), Icynene LD-C-50 has a flame spread Compliance with the following codes: index of 25 or less and a smoke-developed index of 450 or ■ 2009 International Building Codee(2009 IBC) less. Thicknesses of up to 71/2 inches (190.5 mm) for wall cavities and 111/2 inches (292 mm) for ceiling cavities are ■ 2009 International Residential Codee(2009 IRC) recognized based on room corner fire testing in ■ 2009 International Energy Conservation Codee (2009 accordance with NFPA 286, when covered with minimum IECC) /2-inch-thick (13 mm) gypsum board or an equivalent thermal barrier complying with the applicable code. ■ Other Codes(see Section 8.0) 3.3 Thermal Resistance: Properties evaluated: Icynene LD-C-50 has thermal resistance (R-values) at a ■ Surface burning characteristics mean temperature of 75°F(24°C)as shown in Table 1. ■ Physical properties 3.4 Air Permeability: ■ Thermal performance(R-values) Based on testing in accordance with ASTM E 283, Icynene LD-C-50, at a minimum thickness of 3.5 inches(89 mm), is ■ Attic and crawl space installation considered air-impermeable. ■ Fire resistance 3.5 Intumescent Coatings: ■ Air permeability 3.5.1 CAMAX2/ShelterShield Intumescent Coating: ■ Noncombustible construction CAMAX2/ShelterShield intumescent coating, supplied by Icynene, is a water-based coating supplied in 5-gallon 2.0 USES (19 L) pails and 55-aallon (208 L) drums and has a shelf Icynene LD-C-50TM" is used to provide thermal insulation in life of six months when stored in a factory-sealed container buildings and to seal areas such as plumbing and wiring at temperatures of 60°F(16°C)or above. penetrations against air infiltration, in Types 1, Il, III, IV and 3.5.2 No Burn Plus XD: No Burn Plus XD intumescent Type V construction (IBC) and dwellings under the IRC. coating is a latex-based coating supplied in 1-gallon (4L) The Icynene Insulation System may be used in fire- and 5-gallon (19L) pails and 55-gallon (208 L)drums. The resistance-rated construction when installed in accordance coating material has a shelf life of 12 months when stored with Section 4.5 and in Types I through IV construction in factory-sealed containers at temperatures between 40°F when installed in accordance with Section 4.6. (4.4°C)and 90°F (32.2°C). ICC-ESCvalnanon Reports are not to be construed as representing a•,then-,—am,odrer attributes n 4.vpecificallp addressed nor arc they to he construed i as an endorsement of the subject ojthe report or a recanrmendation far its ase.Lhcre is no u arranli hj ICC h'valuation Sen ice,LIC,e spress or intpliec(,as 1111 85` to ani;finding or other natter in this report,oras to any product covered by the report �;. ;�, ;�, ,-• Copyright©2011 Pagel of 5 ESR-1826 I Most Widely Accepted and Trusted Page 2 of 5 3.5.3 DC 315: DC 315 intumescent coating is a water- 4.4 Attics and Crawl Spaces: based coating supplied in 5-gallon (19L) pails and 4.4.1 Application with a Prescriptive Ignition Barrier: 55-gallon (208L) drums. The coating material has a shelf When Icynene LD-C-50 is installed within attics where life of 24 months when stored in factory-sealed containers at temperatures between 41°F(5°C)and 95°F(35°C). entry is made only for service of utilities, an ignition barrier must be installed in accordance with IBC Section 4.0 DESIGN AND INSTALLATION 2603.4.1.6 and IRC Sections R316.5.3 and R316.5.4, as 4.1 General: applicable. The ignition barrier must be consistent with the The manufacturer's published installation instructions and requirements for the type of construction required by the this report must be strictly adhered to and a copy of these applicable code and must be installed in a manner so that instructions and this evaluation report must be available on the foam plastic insulation is not exposed. Icynene LD-C- the jobsite at all times during installation. 50 may be installed in unvented attics in accordance with IRC Section R806.4. 4.2 Application: Icynene LD-C-50 must be applied using spray equipment Application without a Prescriptive Ignition Barr specified by Icynene, Inc. Icynene LD-C-50 must not be Barrier: Where Icynene LD-C-50 is installed in an attic or ucrawl space without a prescriptive ignition barrier, in used in areas which have a maximum service temperature gaccordance with Sections 4.4.2.1, 4.4.2.2 and 4.4.3, the greater than 180°F (82°C). The foam plastic must not be following conditions apply: used in electrical outlet or junction boxes or in contact with rain or water, and must be protected from the weather 1. Entry to the attic or crawl space is only for the service during and after application. Where Icynene LD-C-50 is of utilities and no storage is permitted. used as an air-impermeable barrier, such as in 2 There are no interconnected attic, crawl space or unventilated attic spaces regulated by IRC Section R806, basement areas. the insulation must be installed at a minimum thickness of 3.5 inches (89 mm). Icynene LD-C-50 can be installed in 3. Air in the attic or crawl space is not circulated to other one pass to the maximum thickness. Where multiple parts of the building. passes are required, the cure time between passes is negligible. Icynene LD-C-50 must only be installed by 4. Combustion air is provided in accordance with IMC licensed dealers, certified by Icynene, Inc., to install Section 701. Icynene LD-C-50. 5. Attic ventilation is provided when required by IBC 4.3 Thermal Barrier: Section 1203.2 or IRC Section R806, or as required, 4.3.1 Application with a Prescriptive Thermal Barrier: except when air-impermeable insulation is permitted in Icynene LD-C-50 must be separated from the interior of the unvented attics in accordance with Section R806.4 of building by an approved thermal barrier, such as 1/2-inch IRC. (12.7 mm) gypsum wallboard installed using mechanical 6. Under-floor(crawl space) ventilation is provided when fasteners in accordance with the applicable code, or an required by IBC Section 1203.3 or IRC Section equivalent 15-minute thermal barrier complying with the R408.1, as applicable. applicable code. When installation is within an attic or crawl space as described in Section 4.4, a thermal barrier 4.4.2.1 Attics: In attics Icynene LD-C-50 insulation may is not required between the foam plastic and the attic or be spray-applied to the underside of the roof sheathing crawl space, but is required between the foam and the and/or rafters, as described in this section. The thickness interior of the building. Thicknesses of up to 71/2 inches of the foam plastic applied to the underside of the roof (190.5 mm) for wall cavities and 111/2 inches (292 mm) for sheathing must not exceed 14 inches (356 mm). The ceiling cavities are recognized based on room corner fire thickness of the spray foam insulation applied to vertical testing in accordance with NFPA 286, when covered with wall surfaces must not exceed 5.5 inches (140 mm). The minimum 1/2-inch-thick (13 mm) gypsum board or foam plastic must be covered on alt surfaces with one of equivalent thermal barrier complying with, the applicable the coatings described in Section 3.5. The coating must be code. applied over the Icynene LD-C-50 insulation in accordance with the coating manufacturer's instructions and this report. Barr Application without a Prescriptive Thermal Surfaces to be coated must be dry, clean, and free of dirt, Barrier or Ignition Barrier: The prescriptive omitted loose debris and other substances that could interfere with thermal barrier in ignition barrier may is omitted when adhesion of the coating. The coating is applied in one coat installation is in accordance with this section. The low-pressure airless spray equipment. iwithh low-nsulation and coating may be spray-applied to the interior p p y The coatings facing of walls, the underside or roof sheathing of roof must be applied to a thickness as follows: rafters, and in crawl spaces, and may be left exposed as ■ CAMAX 2/ShelterShield at a minimum wet film an interior finish without a prescribed 15-minute thermal thickness of 12 mils barrier or ignition barrier. The thickness of the foam plastic applied to the underside of the roof sheathing must not • No Burn Plus XD at a minimum wet film thickness of 10 exceed 14 inches (356 mm). The thickness of the spray mils foam insulation applied to vertical wall surfaces must not ■ DC 315 at a minimum wet film thickness of 8 mils exceed 6 inches (152 mm). The foam plastic must be covered on all surfaces with DC 315 coating at a minimum The coating must be applied when ambient and wet film thickness of 20 mils. The coating must be applied substrate temperature is at least 60OF (16°C) and no more over the Icynene LD-C-50 insulation in accordance with the than 95°F (350C). All other surfaces (including glass)must coating manufacturer's instructions and this report. be protected against damage from the coating. Icynene Surfaces to be coated must be dry, clean, and free of dirt, LD-C-50 insulation may be installed in unvented attics or loose debris and other substances that could interfere with crawl spaces when the foam plastic is applied at a adhesion of the coating. The coating is applied in one coat minimum thickness of 3.5 inches (89 mm) as described in with low-pressure airless spray equipment. this section in accordance with IRC Section R806.4. ESR-1826 1 Most Widely Accepted and Trusted Page 3 of 5 4.4.2.2 Crawl Spaces: In crawl spaces, Icynene LD-C- plywood deck between the joists to a depth of 5 inches 50 insulation may be spray-applied to vertical walls and the (127 mm).Two layers of minimum 5/8-inch-thick(15.9 mm), underside of floors, as described in this section. The Type X gypsum wallboard must be attached perpendicular thickness of the foam plastic applied to the underside of to the joists on the ceiling side of the assembly. The first the floors must not exceed 14 inches (356 mm). The layer must be attached with 11/4-inch-long (32 mm), Type thickness of the spray foam insulation applied to vertical W drywall screws, spaced 24 inches (610 mm) on center. wall surfaces must not exceed 31/2 inches (88.9 mm). The The second layer must be applied perpendicular to the foam plastic does not require an ignition barrier or a joists, offset 24 inches (610 mm) from the base layer. The coating, second layer must be attached with 2-inch-long (51 mm), 4.4.3 Use on Attic Floors: Icynene Icynene LD-C-50 Type S drywall screws spaced 12 inches (305 mm) on insulation may be installed at a maximum thickness of center. Additional fasteners must be installed along the 5'/2 inches (152 mm) between joists in attic floors when butt joints of the second layer, securing the two layers covered with one of the coatings applied as described in together. These fasteners must be 02-inch-long (38 mm), Type G drywall screws placed 2 inches Section 4.4.2.1. The insulation must be separated from the back from interior of the building by an approved thermal barrier. each end of the butt joint and spaced 122 inchheses (305 mm) on center. The wallboard joints on the exposed side must 4.5 One-hour Fire-resistance-rated Assemblies: be treated with paper tape embedded in joint compound 4.5.1 Assembly 1 (Limited Load-bearing Wood Stud and topped with an added coat of compound, and the Wall): Minimum nominally 2-by-4 [11/2 by 31/2 inches (38 fastener heads must be coated with joint compound in mm by 89 mm)] southern pine (G = 0.55), No. 2 grade accordance with ASTM C 840 or GA-216. studs spaced 16 inches (406 mm) on center with a base 4.5.4 Assembly 4 (Non-loadbearing Steel Stud Wall): layer of 1/2-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) using No. 6, 11/4-inch-long (31.7 mm), self- drilling drywall long and spaced 7 inches (178 mm) on center along the screws spaced 8 inches (203 mm) on center around the studs. The stud cavity contains Icynene insulation perimeter and 12 inches (305 mm) on center in the field. nominally 2 inches(51 mm)thick. The gypsum board joints must be treated with vinyl or Axial loads applied to the wall assembly must be limited casein, dry or premixed joint compound applied in two to the least of the following: coats to cover all exposed screw heads and gypsum board butt joints, and a minimum 2-inch-wide (51 mm) paper, ■ 1,805 pounds(8029 N)per stud. plastic, or fiberglass tape embedded in the first layer of ■ Design stress of 0.78 F'c. compound over butt joints of the gypsum board. The stud cavity is filled with Icynene insulation up to 6 inches (152 ■ Design stress of 0.78 F'c at a maximum le/d of 33. mm) thick. DensGlass° Gold Exterior Sheathing, 1/2 inch (12.7 mm) thick, is installed parallel to steel studs with 4.5.2 Assembly 2 (Limited Load-bearing Wood Stud vertical joints offset a minimum of 16 inches 406 mm)from Wall): Minimum nominally 2-by-4 [11/2 by 31/2 inches (38 the vertical joints of the gypsum board and the horizontal mm by 89 mm)] southern pine (G = 0.55), No. 2 grade joints offset a minimum of 24 inches (610 mm) from the studs spaced 16 inches (406 mm) on center with two horizontal joints of the gypsum board. The sheathing is layers of /2-inch-thick (12.7 mm) Type X gypsum attached using No. 6, 11/4-inch-long (31.7 mm), self-drilling wallboard installed vertically with joints staggered on each drywall screws spaced 8 inches (203 mm) on center face, attached with 8d box nails, 21/2 inches (64 mm) long around the perimeter and in the field. Hohmann & Barnard and spaced 7 inches (178 mm) on center along the studs DW-10 brick ties, 6 inches (152 mm) long by 11/2-inches for the face layer and 6d cement coated box nails, 2 inches (38 mm)wide, are spaced 16 inches (406.4 mm)on center (51 mm) long and spaced 24 inches (610 mm) on center vertically on each steel stud, and secured, using two 15/8- along the studs. The stud cavity contains Icynene inch-long (41.3 mm) self-drilling screws, through 4-inch insulation nominally 2 inches(51 mm)thick. (102 mm) red clay brick [31/2 inches (88.9 mm) by 21/4 Axial loads applied to the wall assembly must be limited inches (57.1 mm) by 73/4 inches (197 mm)] laid in a to the least of the following: running bond pattern with Type S mortar, leaving a nominally 1-inch (25.4 mm) air gap between the brick and ■ 1,805 pounds(8029 N)per stud. the exterior sheathing. ■ Design stress of 0.78 F'c. Optional: It is permitted to add code-complying, ■ Design stress of 0.78 F'c at a maximum IQ/d of 33. expanded polystyrene (EPS), extruded polystyrene (XPS), foil-faced, rigid polyurethane board stock or polyurethane 4.5.3 Assembly 3(Floor/Ceiling): Minimum nominally 2- spray foam on the exterior of the wall (between the by-10[1'/2 by 9'/a inches(38 mm by 235 mm)] Douglas fir, DensGlas Gold sheathed wall and the brick), while No. 2 grade wood joists spaced 24 inches (610 mm) on maintaining the 1-inch (25.4 mm) air space. The length of center, with minimum 1-by-3[314by 21/2 inches (19.1 by 64 the brick ties must be increased to account for the mm)] spruce bridging at mid-span. Floor decking must be thickness of the insulation. minimum '/2-inch-thick (12.7 mm) exterior grade plywood 4.6 Exterior Walls in Type I, II,III and IV Construction: installed perpendicular to joists and fastened with 2-inch- long(51 mm) ring shank nails 6 inches(152 mm)on center 4.6.1 General:When used on exterior walls of Types I, ll, at the joints and 12 inches (305 mm) on center at the III or IV construction, the assembly must comply with IBC intermediate joists. Plywood joints must occur over joists. Section 2603.5 and this section, and the LD-C-50 Icynene insulation must be applied to the underside of the insulation must be installed at a maximum thickness of 6 ESR-1826 1 Most Widely Accepted and Trusted Page 4 of 5 inches (152 mm). The potential heat of Icynene LD-C-50 accordance with IRC Section R318.4 or IBC Section insulation is 494 Btu/ft2 per inch of thickness, when testing 2603.8,as applicable. is in accordance with NFPA 259. 5.8 Jobsite certification and labeling of the insulation must 4.6.2 Exterior Face: Nominally 6-inch-deep (152 mm), comply with IRC Sections N1101.4 and N1101.4.1 No. 18 gage, galvanized steel studs spaced 16 inches and IECC Sections 303.1.1 and 303.1.2, as (406 mm) on center, are fastened to No. 18 gage, applicable. galvanized steel floor and ceiling track using No. 8, 5.9 A vapor retarder must be installed in accordance with /e-inch-long (22.2 mm), self-tapping pan head framing theapplicable code. screws. GP DensGlasse Gold Exterior Sheathing, '/2inch (12.7 mm) thick, is installed over the exterior side of steel 5.10 Icynene LD-C-50 is manufactured in Mississauga, studs with the long end perpendicular to the steel studs, Ontario, Canada, under a quality control program with using No. 6, Type S, 11/4-inch (31.7 mm), self-tapping inspections by Intertek Testing Services(AA-691). bugle head screws spaced 8 inches (203.2 mm)on center 6.0 EVIDENCE SUBMITTED around the perimeter and in the field. The stud cavity is 6.1 Data in accordance with the ICC-ES Acceptance filled with Icynene insulation to a nominal thickness of 6 inches(152 mm). Criteria for Spray-applied Foam Plastic Insulation (AC377), dated November 2009, including reports of 4.6.3 Interior Face: Type X gypsum board, 5/e inches tests in accordance with Appendix X (Section 4.4.2.1 (15.9 mm) thick, is installed with the long dimension and Appendix C(Section 4.4.2.2). perpendicular to steel studs with No. 6, Type S, 11/4 inch- 6.2 Test report on air leakage rate in accordance with long (31.7 mm), self-tapping, bugle head screws spaced 8 ASTM E 283. inches(203 mm)on center around the perimeter and in the field. The gypsum board joints must be treated with vinyl or 6.3 Reports of room corner fire testing in accordance with casein, dry or premixed joint compound applied in two NFPA 286. coats to cover all exposed screw heads and gypsum board 6.4 Test reports in accordance with ASTM E 119. butt joints, and a minimum 2-inch-wide (51 mm) paper, plastic, or fiberglass tape embedded in the first layer of 6.5 Test report in accordance with NFPA 285, and related compound over butt joints of the gypsum board. engineering analysis. 4.6.4 Exterior Wall Covering: Details of the exterior wall 6.6 Reports of tests in accordance with NFPA 259. covering must be provided to the code official by the report 7,0 IDENTIFICATION holder, designer or specifier, with an engineering analysis demonstrating that (1) the exterior wall covering conforms All packages and containers of Icynene LD-C-50 must be to ASTM E 136 and (2) the addition of the wall covering to labeled with the Icynene, Inc., name and address; the the assembly described in this section does not negatively product name; the flame spread index and the smoke- affect conformance of the assembly with the requirements developed index; the shelf life expiration date; the label of of IBC Section 2603.5. the inspection agency (Intertek Testing Services); and the evaluation report number(ESR-1826). 5.0 CONDITIONS OF USE Intumescent coatings are identified with the The Icynene LD-C-50 spray-applied polyurethane manufacturer's name and address, the product trade name insulation described in this report complies with, or is a and use instructions. suitable alternative to what is specified in, those codes 8.0 OTHER CODES listed in Section 1.0 of this report, subject to the following conditions: 8.1 Scope: 5.1 This evaluation report and the manufacturer's The products recognized in this report have also been published installation instructions, when required by evaluated for compliance with the following codes: the code official, must be submitted at the time of ■ 2006 International Building Code(2006 IBC) permit application. ■ 2006 International Residential Code®(2006 IRC) 5.2 The insulation must be installed in accordance with the manufacturer's published installation instructions, • 2006 International Energy Conservation Code® (2006 this evaluation report and the applicable code. If there IECC) is a conflict between the installation instructions and 8.2 Uses: this report,this report governs. See Section 2.0. 5.3 The insulation must be separated from the interior of the building by an approved 15-minute thermal 8.3 Description: barrier, except when installation is as described in See Section 3.0. Section 4.3.2 or in attics and crawl spaces as described in Section 4.4.2 and 4.4.3. 8.4 Installation: 5.4 The insulation must not exceed the thickness and 8.4.1 General: See Section 4.1. density noted in Sections 3.2,4.3,4.4,4.5 and 4.6. 8.4.2 Application: See Section 4.2. 5.5 The insulation must be protected from the weather 8.4.3 Thermal Barrier: See Section 4.3. during and after application. 8.4.4 Attics and Crawl Spaces: See Section 4.4. 5.6 The insulation must be applied by installers certified 8.4.5 One-hour Fire-resistance-rated Assemblies:See by Icynene, Inc. Section 4.5. 5.7 Use of the insulation in areas where the probability of 8.4.6 Use in Noncombustible Construction: See termite infestation is "very heavy" must be in Section 4.6. ESR-1826 1 Most Widely Accepted and Trusted Page 5 of 5 8.5 Conditions of Use: 8.6 Evidence Submitted: The Icynene LD-C-50 described in this report complies See Section 6.0. with, or is a suitable alternative to what is specified in, those codes listed in Section 8.1 of this report, subject to 8.7 Identification: Conditions of Use 5.1 through 5.6 and 5.8 through 5.10. See Section 7.0. TABLE 1—THERMAL RESISTANCE(R-VALUES) THICKNESS(inches) R-VALUE(°F•ft'.h/Btu) 1 3.7 2 7 3 11 3.5 13 4 14 5 18 5.5 20 6 22 7 25 7.5 27 8 29 9 32 9.5 34 10 36 11.5 41 14 50 For SI: 1 inch=25.4 mm,1 IF ft2•h/Btu=0.176 110°K•m2/W. 'R-values are calculated based on tested K values at 1-and 3.5-inch thicknesses. Builder Services Group, Inc. A MASCO Contractor Services Company To; From, 5--.._........ Fax Number: Date: S- Phone Number; Pages(including cover): Urgent [I For Review Cj' For Approval F-1 Please Comment Please reply ElPlesse Recycle k fon h 40'r Vy"a 4 10^ 4a bv' Id j), p,*r n-,11 Q4 � 5 % 4.0 T 0 T -T han (19 0 T T 2r]l 01 kFEB-;P - 3 3 13Y Thank you, Michelle Davis Office Manager PH 386-423-0422 FX 386-423-6556 EMAIL: michelle.davis@mascocs.com B5GCOMMPFAX2000001 ZT/T0 39Vd NOIiv-lnSNI SN63A T671TEZV98ET 90:6T ETOZ/SZ/ZO ' 10 international Fire roof Technology, Inc. Paint to Protect TM 17528 Von Karman Ave. Irvine CA 92614 Product Name: DC 395 Fireproof Paint for Foam Nan of Company: International Fireproof Technology, Inc. Brand: Paint to Protect TM ddress: 17528 Von Karman Ave. Irvine, Ca. 92614 Phone: 949.975.8588 Chemtrec Emergency No.- 800-424-9300 Web Site: www_nE inttoprotect.com Email: nWCdlpainttoprotect com Characteristics Finish: Flat Color: Off-White, Special orders DC 315 is available in gray V.O.C.: (47 g/l) Volume Solids: 67% Drying Time: @ 77°F& 50% RH to touch 1-2 hours to recoat 2 to 4 hours Type of Cure: Coalescence Flash Point: None Reducer/Cleaner: Water Shelf Life: 1 years (unopened) Packaging: 5& 55 gallon containers Shipping weight: 5 gallon pail-58 lbs. 55 gallon drum -640 lbs. Application: Brush, roller, conventional and airless spray 0-1 Surface Preparation: All surfaces to be painted must be clean, cured, firm, dry and free of dust, dirt, oil, wax, grease, mildew, and efflorescence. The quality of any paint job is only as good as the surface preparation that precedes the paint application. Our coating has excellent bonding characteristics and will adhere to most sound, dean, foam surfaces. Make sure the surface of the foam is free of gouges, holes, exposed cells, and that the surface Is stable and not crumbling or deteriorated. If any such defects are found, repair them prior to proceeding. Mildew, should be removed by scrubbing with a 25% solution of household bleach water. Tri:sodium phosphate(TSP)or common laundry powder such as Tide may be added to solution to assist removal. Efflorescence: is a white powdery alkaline crystal growth sometimes found on plaster or masonry walls. It is a condition caused by excessive moisture in the walls forcing alkaline salts to the surface of the wall. Efflorescence must be removed and neutralized with an acidic solution (white vinegar works well). Caution: The presence of efflorescence indicates that a moisture problem has occurred behind the wall at some point in time. If the source of excessive moisture is not corrected, the efflorescence will return and push any coating, including ours, off the wall. "temperature: DC 315 is water based coating which will freeze and become unusable at temperatures below 32° F. PROTECT FROM FREEZING DURING SHIPMENT AND STORAGE. Do not store material at temperatures below 50° F. Do not apply UC 315 when ambient air and substrate temperatures fail below 50° F. Store at 50° F to 60° F. Im ortan : Humidity 65% and higher must use fans to move air for curing, High humidity may require longer cure times. Page 1 of 7 ZT/Z0 39ad NOIiv-lnSNI SN�OA TSZTEZb98CT 50 :£T ET0Z/9Z/Z0 Material Preparation: DC315 Fireproof paint must be thoroughly mixed before application. Failure to do so will seriously compromise our coating's ability to perform.We recommend mechanical stirring with a high speed drill and a paddle appropriate for the size container you are working from. Contents should be stirred from the bottom up, making sure to scrape the bottom and sides with a paint stick as you go stir for 3-5 minutes for 5 gallon 10 -15 minutes for 55 gallon. . Contents should be stirred to a creamy consistency with no lumps. Thinning is usually not needed. If paint has been exposed to high heat, water may evaporate from the plastic 5 gallon container. If the paint level is below 3 inches from the top of the container, add enough water to bring the level back up to within 3 inches from the top in order to ensure proper consistency. DC315 is a water based product and slight thinning will not hurt the product, however, thinning increases the likelihood of not applying the proper thickness of paint, thus diminishing our product's fire proofing ability. Ultimately, it is your responsibility to make sure that the proper thickness of material has been applied so our product can do its job. Except for tinting with universal paint tint, never mix our product with other materials. Cold Storable: Before applying DC 315 in cold storage please review pre-application check list. It is important that all wall and ceiling surfaces must clean and dry. Application and curing temperatures must be above 50° F and rising. Curing time is 7-11 days high humidity may require longer cure time. Please be aware that condensation will occur in cold storage rooms when the temperature is warmer outside and the door is left open. When this happens moisture will form on the wall and ceiling surfaces. This will affect proper adhesion and performance of DC 315 if substrate is not dried before applying. DC 315 is not washable. Freezer: Before applying DC 315 in freezers please review pre-application check list. It is important that wall and ceiling surfaces be completely clean and dry. The temperature of substrate needs to be above 50° F degrees. Application and curing temperatures must be minimum 50° F and rising. Curing time takes 7-11 days. To reduce cure time too approximately 5 days add fans for air movement and heaters. DC 315 is a water-base product and if the coating is not completely cured it will freeze and affect proper adhesion. DC 315 is not washable. Humidity: Humidity 66% and high must place fans to circulate air so moisture will not develop on walls and ceiling, if walls are not dry before applying DC 315, this will affect proper adhesion and performance. High humidity may require longer cure times. Testing • UL 1715 -Thermal Barrier • NFPA-286-Contribution to Room Combustibility • ASTM E 84 • CAL 1350 • NSF/ANS1 51 Incidental Food Contact, USDA approved for ceiling, DC 315 is not washable. Application Equipment: DC 315 can be applied by brush, roller or airless sprayer. Brushing: Use top quality polyester/nylon blend brushes such as those supplied by Purdy,Wooster,or equivalent. Rolling: 3/8" polyester blend nap roller covers generally work well when applying DC 315 by roller. Page 2 of 7 ZT/E0 39Vd NOIiv-inSNI SNd3A TCZTCZP98ET 50:ET ETOZ/5Z/ZO international Fireproof Technology Inc. 17528 Von Karrnan Ave., Irvine,CA 02614 'U.9 A. rel:949.s7s.ssss wvw,Palnriwpro++ct.�om ph+Opaaktopromcmrp Material Safety Data Sheet-DC315 Emergency Telephone Number: CD.'EMTREC 1-800-424.9300 HMIS I. Product and Company Identification Health Hazard 1 Fire Hazard 0 Reactivi 0 Product: Water Based Fire Retardant Paint personal E Product Code; DC315 Protection Company: International fireproof Technology Inc- 17528 Rahn 17528 Von Karman Avenue Health Hazard 1 Irvine, CA 92614 Fire Hazard 0 Phone: 949-975-8588 MSDS Creation Date: February 20,2012 Reactivity 0 Z. Composition/Information on Ingredients Ingredient: CAS No. ercent b wei ht Ammonium Polyphosphate 68333-79-9 2545% Melamine 108-78-1 10-25 % Pentaerythritol 115-77-5 10-25 % PVAC Resin 9003-20-7 5-30% Titanium Dioxide 13463-67-7 5-10% Water 20-40% 3. Hazards Identification Emergency Overview: None Potential health Effects: General: No Danger Inhalation: Spray application may create aerosols whiel may result in irritation of the upper respiratory track,throat and nose. Ingestion: If ingested,may cause irritation to the mouth, esophagus and stomach. Skin Contact: prolonged or repeated exposure may irritate skin. Eye Contact: May cause irritation'upon direct contact, 4. First Aid Measures Inhalation: If inhaled,leave the area to obtain fresh air. Seek medical attention, Ingestion: If swallowed,do NOT induce vomiting.Drink large amounts of water and seek medical attention immediately. Never give anything by mouth to an unconscious person. Skin Contact: Wash thoroughly with soap and water. Seek medical attention if irritation develops or persists. Page 1 of 4 ZT/60 30Vd NOIiv-lnSNI SNd3A TEZ1EZb98ET 90:ET ETOZ/9Z/ZO International Fireproof Technology Inc. bow 0g28'Von Kannan Ave., Irvine,CA 92614 U.S.A. www Np$ ss m ptpopAlntloprabatmm Eye Contact: In case of eye contact,flush with plenty of water for 15 minutes. Seek medical attention if irritation or symptoms of overexposure persists. Note to Physician: None S. Fire Fighting Measures Flash Point: No Data Lower Flammability Limit: Not Applicable Upper Flammability Limit: Not Applicable Fire hazard: Nonflammable Explosion Hazard: Not considered an explosion hazard. Fire Extinguishing Media: No restriction on the type of extinguisher. Protection of fire fighter: As in any fire,wear Self Contained Breathing Apparatus (SCBA). MSHA/N10SH(approved or equivalent)and full protective gear. 6. Accidental Release Measures Steps to be taken in case of spill or leak: Maintain adequate ventilation.Prevent runoff into sewers,ditches and waterways. Use sand or other material to dam or contain spill. Soak up with an inert absorbent. Store in a closed container until disposal. 7. 'dandling and Storage Handling: Use with adequate ventilation. Avoid breathing vapor and contact with eyes,skin and clothing. Wash hands thoroughly with soap and water after handling as a standard hygienic practice. Storage: Period:5 12 months. 'Keep containers tightly closed, Avoid direct sunlight and protect from freezing. Special Comments: Store between 507 - $6°F (10°C-30°C) in a closed container in a protected area. S. Exposure Controls/Personal Protection Engineering Control: Use appropriate engineering controls such as process enclosures, local exhaust ventilation, or other engineering controls to control airborne levels below recommended exposure lirnits. Good general ventilation should be sufficient to control airborne levels. Where such systems are not effective,wear suitable personal protective equipment,which performs satisfactorily and meets OSHA or recognized standards. Consult with local procedures for selection,training,inspection and maintenance of personal protective equipment. Page 2 of 4 ZZ/8Z 39VJ NOI v-inSNI SNd3A THIHb98EZ 90:EZ 6102/9Z/Z0 Intelrnational Fireproof"technology :Inc. �T 177'7 Von Ka nnan Avu., 1.r!'Mln:,CA 92614 U.S.A. w w,pa nei�p aH on, 0"PawrowaNct coal Personal Respirators: Wear a NIOSH approved air purifying respirator during spray application. Skin Protection: Wear chemical resistant gloves, face shield and synthetic apron or coveralls to prevent contact with eyes, shin and clothing. Eye/Face Protection: Wear appropriate protective glasses or splash goggles as described by 29 CFR 1910.133,OSTIA eye and face protection regulation. 9. Physical and Chemical Properties Appearance: White liquid Odor: Mild latex odor Data relevant to safety: Flash point: Not applicable Ignition temperature: Not applicable Self-ignition temperature: Not applicable Color: White Particle size: ¢9011m Solid Content: 65±3.0% Density: 1.35±0.10 pH: 7.0�: 1.0 Thinner: Water VOC Content: <50 grams/liter 10. Stability and Reactivity Stability: Stable under ordinary conditions of use and storage. Hazardous Decomposition Products: Thermal decomposition products or combustion: Ammonia,inorganic acids, carbon monoxide, carbon dioxide. Hazardous Polymerization: Not reported. Incompatibilities: Organic solvents Conditions to Avoid: Heat,Names,high temperatures condition (>1 130F or i 45°C),strong alkaline, strong acid and strong oxidizing agents. 11. Toxicological Information Acute oral toxicity(LD50): None Irritant effect on skin: Prolonged or repeated exposure may irritate skin. Irritant effect on eyes: Slightly irritant 12. Ecological Information Ecological effect: Fish toxicity(LC50): None Page 3 of 4 ZZ/ZZ 39bd NOIiv-lnSNI SN63A 1EZZEZb98Et 90:EZ EZOZ/5Z/Z0 International Fireproof Technology ine. 17528 Von 'Ka.rmary AWe., [nine,CA 12614 '0.S,_. mow'a 1*1 rs,$sas P protlet.com 0P(0P0t»f WPFot*9L VPM Environmental Fate: When released into the soil,this material is not expected to leach into groundwater. When released into water,this material is not expected to evaporate significantly. 13. Disposal Considerations Waste Disposal; Dispose waste by sanitary landfill or incineration in accordance with appropriate regulations. 14. Transport Information Shipping Name: Product Name:Fire Retardant Paint Product Code: DC315 Size: 1 Gal. bail,5 Gal.Pail, 55 Gal.Drum Road transport: Non-hazardous goods Inland waterways transport: Non-hazardous goods Marine transport: Non-hazardous goods Air transport: Nonhazardous goods Dispatch by post: Permitted 15. Regulatory Information Health hazardous goods: Not Applicable Environmental hazardous goods: Not Applicable Fire hazardous goods: Not Applicable 16. Other Information Hazard Warning: None Cautions: Avoid contact with eyes and skin.Do not breathe vapors, dust or moist. Use with adequate ventilation. 'Wash thoroughly after handling. Product Use: Fire Retardant faint. ]disclaimer: The information contained in this data sheet pertains to this product as it is currently formulated,and is based on present scientific and technical knowledge. This information is provided without warranty of any land and should not,therefore,be construed as guaranteeing specific properties of the products described or their suitability for a particular application. Employers should use this information only as a supplement to other information gathered by them and must make independent determination of suitability and completeness of information from all sources to assure proper use of these materials and the safety and health of employees. Page 4 of 4 ZZfZt 3Jdd NOIiv-inSNI SNd3A 1EZZEZb98EZ SO:EZ EZOZ/SZ/Z0 1/IIIIJI Insulation and Specialties 1150 Turnbull Bay Road New Smyrna Beach, FL 32168 386-253-3455 386-423-0422 Fax 386-423-1231 401 The Icynene Insulation System Healthier, Quieter, More Energy Efficient. ENVIRODESIC Icynene is proud to be certified by Envirodesie TM and to be a member of the U.S.Green Building Council. BUILDER: JOB ADDRESS: INSULATION INSTALLED "R" VALUE INSTALLED INCHES tom.. 5 ROOF AREA 420 UNCONDITIONED FLOOR EXT. FRAME WALLS/GABLES EXT BLOCK WALLS CRAWL SPACE INSULATED BY VERN'S INSULATION AND SPECIALTIES lt, TA D ¢Y .br) 1 SALESMAN BUILDER Goh, I)SV� 6y) SIGNATURE SanaL>Z'L k n ICC EVALUATION 9 SERVICEc Most Widely Accepted and Trusted c ICC-ES Evaluation Report ESR-1826 Reissued February 1, 2011 This report is subject to re-examination in one year. www.icc-es.org 1 (800) 423-6587 1 (562) 699-0543 A Subsidiary of the International Code Council° DIVISION: 07 00 00—THERMAL AND MOISTURE 3.0 DESCRIPTION PROTECTION 3.1 General: Section:07 21 00—Thermal Insulation Icynene LD-C-50 TM is a low-density, open-cell, REPORT HOLDER: polyurethane foam plastic insulation and air barrier system that is 100 percent water-blown with an installed nominal ICYNENE, INC. density of 0.5 pcf (8 kg/m3). Icynene LD-C-50 is a two- 6747 CAMPOBELLO ROAD component, spray-applied product. The two components of MISSISSAUGA,ONTARIO L5N 21_7 the insulation are polymeric isocyanate (A-Component, CANADA also known as Base Seale) and proprietary resin (905)363-4040 (B-Component, LD-C-50 Resin, also known as, Gold www.icynene.com Seale). The A-Component must be stored at a temperature of 50°F (10°C) or greater, and has a shelf life of six EVALUATION SUBJECT: months.The B-Component must be stored at temperatures below 100°F(37.81C), and has a shelf life of six months. ICYNENE LD-C_50TM (formerly known as The Icynene 3.2 Surface Burning Characteristics: Insulation System®) When tested in accordance with ASTM E 84/UL 723, at a 1.0 EVALUATION SCOPE thickness of 6 inches (152 mm) and a nominal density of 0.5 pcf (8 kg/M3), Icynene LD-C-50 has a flame spread Compliance with the following codes: index of 25 or less and a smoke-developed index of 450 or ■ 2009 International Building Code®(2009 IBC) less. Thicknesses of up to 71/2 inches (190.5 mm) for wall cavities and 111/2 inches (292 mm) for ceiling cavities are ■ 2009 International Residential Codee(2009 IRC) recognized based on room corner fire testing in ■ 2009 International Energy Conservation Codes (2009 accordance with NFPA 286, when covered with minimum IECC) /2-inch-thick (13 mm) gypsum board or an equivalent thermal barrier complying with the applicable code. ■ Other Codes(see Section 8.0) 3.3 Thermal Resistance: Properties evaluated: Icynene LD-C-50 has thermal resistance (R-values) at a ■ Surface burning characteristics mean temperature of 75°F(24°C)as shown in Table 1. ■ Physical properties 3.4 Air Permeability: ■ Thermal performance(R-values) Based on testing in accordance with ASTM E 283, Icynene LD-C-50, at a minimum thickness of 3.5 inches(89 mm), is ■ Attic and crawl space installation considered air-impermeable. ■ Fire resistance 3.5 Intumescent Coatings: ■ Air permeability 3.5.1 CAMAX2/ShelterShield Intumescent Coating: ■ Noncombustible construction CAMAX2/ShelterShield intumescent coating, supplied by Icynene, is a water-based coating supplied in 5-gallon 2.0 USES (19 L) pails and 55-gallon (208 L) drums and has a shelf Icynene LD-C-50TM is used to provide thermal insulation in life of six months when stored in a factory-sealed container buildings and to seal areas such as plumbing and wiring at temperatures of 60°F(16°C)or above. penetrations against air infiltration, in Types I, ll, Ill, IV and 3.5.2 No Burn Plus XD: No Burn Plus XD intumescent Type V construction (IBC) and dwellings under the IRC. coating is a latex-based coating supplied in 1-gallon (41L) The Icynene Insulation System may be used in fire- and 5-gallon (19L) pails and 55-gallon (208 L) drums. The resistance-rated construction when installed in accordance coating material has a shelf life of 12 months when stored with Section 4.5 and in Types I through IV construction in factory-sealed containers at temperatures between 40°F when installed in accordance with Section 4.6. (4.4°C)and 90°F(32.2°C). 1('C-L'S Evaluation Reports are not to he construed as representing aesthetics or any other attributes not specifically addressed,nor are they to be construed as an endorsenrent ojthe subject of the report or a recommendation for its use.There is no warranty by ICC Evaluation Service,LLC,express or implied,as t. to any finding or other matter in this report,or as to angv product covered by the report �,.M,. ,,, „�,,,,„,-�• Copyright©2011 Page 1 of 5 ESR-1826 1 Most Widely Accepted and Trusted Page 2 of 5 3.5.3 DC 315: DC 315 intumescent coating is a water- 4.4 Attics and Crawl Spaces: based coating supplied in 5-gallon (19L) pails and 4.4.1 Application with a Prescriptive Ignition Barrier: 55-gallon (208L) drums. The coating material has a shelf When Icynene LD-C-50 is installed within attics where life of 24 months when stored in factory-sealed containers entry is made only for service of utilities, an ignition barrier at temperatures between 41°F(5°C)and 95°F(350C). must be installed in accordance with IBC Section 4.0 DESIGN AND INSTALLATION 2603.4.1.6 and IRC Sections R316.5.3 and R316.5.4, as 4.1 General: applicable. The ignition barrier must be consistent with the The manufacturer's published installation instructions and requirements for the type of construction required by the this report must be strictly adhered to and a copy of these applicable code and must be installed in a manner so that instructions and this evaluation report must be available on the foam plastic insulation is not exposed. Icynene LD-C- the jobsite at all times during installation. 50 may be installed in unvented attics in accordance with IRC Section R806.4. 4.2 Application: 4.4.2 Application without a Prescriptive Ignition Icynene LD-C-50 must be applied using spray equipment Barrier: Where Icynene LD-C-50 is installed in an attic or specified by Icynene, Inc. Icynene LD-C-50 must not be crawl space without a prescriptive ignition barrier, in used in areas which have a maximum service temperature accordance with Sections 4.4.2.1, 4.4.2.2 and 4.4.3, the greater than 180°F (82°C). The foam plastic must not be following conditions apply: used in electrical outlet or junction boxes or in contact with rain or water, and must be protected from the weather 1. Entry to the attic or crawl space is only for the service during and after application. Where Icynene LD-C-50 is of utilities and no storage is permitted. used as an air-impermeable barrier, such as in 2 There are no interconnected attic, crawl space or unventilated attic spaces regulated by IRC Section R806, basement areas. the insulation must be installed at a minimum thickness of 3.5 inches (89 mm). Icynene LD-C-50 can be installed in 3. Air in the attic or crawl space is not circulated to other one pass to the maximum thickness. Where multiple parts of the building. passes are required, the cure time between passes is negligible. Icynene LD-C-50 must only be installed by 4. Combustion air is provided in accordance with IMC licensed dealers, certified by Icynene, Inc., to install Section 701. Icynene LD-C-50. 5. Attic ventilation is provided when required by IBC 4.3 Thermal Barrier: Section 1203.2 or IRC Section R806, or as required, 4.3.1 Application with a Prescriptive Thermal Barrier: except when air-impermeable insulation is permitted in Icynene LD-C-50 must be separated from the interior of the unvented attics in accordance with Section R806.4 of building by an approved thermal barrier, such as 1/2-inch IRC. (12.7 mm) gypsum wallboard installed using mechanical 6. Under-floor(crawl space) ventilation is provided when fasteners in accordance with the applicable code, or an required by IBC Section 1203.3 or IRC Section equivalent 15-minute thermal barrier complying with the R408.1, as applicable. applicable code. When installation is within an attic or crawl space as described in Section 4.4, a thermal barrier 4.4.2.1 Attics: In attics Icynene LD-C-50 insulation may is not required between the foam plastic and the attic or be spray-applied to the underside of the roof sheathing crawl space, but is required between the foam and the and/or rafters, as described in this section. The thickness interior of the building. Thicknesses of up to 71/2 inches of the foam plastic applied to the underside of the roof (190.5 mm) for wall cavities and 111/2 inches (292 mm)for sheathing must not exceed 14 inches (356 mm). The ceiling cavities are recognized based on room corner fire thickness of the spray foam insulation applied to vertical testing in accordance with NFPA 286, when covered with wall surfaces must not exceed 5.5 inches (140 mm). The minimum 1/2-inch-thick (13 mm) gypsum board or foam plastic must be covered on all surfaces with one of equivalent thermal barrier complying with, the applicable the coatings described in Section 3.5. The coating must be code. applied over the Icynene LD-C-50 insulation in accordance 4.3.2 Application without a Prescriptive Thermal with the coating manufacturer's instructions and this report. Barrier or Ignition Barrier: The prescriptive 15-minute Surfaces to be coated must be dry, clean, and free of dirt, thermal barrier or ignition barrier may be omitted when loose debris and other substances that could interfere with installation is in accordance with this section. The adhesion of the coating. The coating is applied in one coat insulation and coating may be spray-applied to the interior with low-pressure airless spray equipment. The coatings facing of walls, the underside or roof sheathing of roof must be applied to a thickness as follows: rafters, and in crawl spaces, and may be left exposed as ■ CAMAX 2/ShelterShield at a minimum wet film an interior finish without a prescribed 15-minute thermal thickness of 12 mils barrier or ignition barrier. The thickness of the foam plastic applied to the underside of the roof sheathing must not • No Burn Plus XD at a minimum wet film thickness of 10 exceed 14 inches (356 mm). The thickness of the spray mils foam insulation applied to vertical wall surfaces must not ■ DC 315 at a minimum wet film thickness of 8 mils exceed 6 inches (152 mm). The foam plastic must be covered on all surfaces with DC 315 coating at a minimum The coating must be applied when ambient and wet film thickness of 20 mils. The coating must be applied substrate temperature is at least 60°F (16°C) and no more over the Icynene LD-C-50 insulation in accordance with the than 95°F (35°C). All other surfaces (including glass)must coating manufacturer's instructions and this report. be protected against damage from the coating. Icynene Surfaces to be coated must be dry, clean, and free of dirt, LD-C-50 insulation may be installed in unvented attics or loose debris and other substances that could interfere with crawl spaces when the foam plastic is applied at a adhesion of the coating. The coating is applied in one coat minimum thickness of 3.5 inches (89 mm) as described in with low-pressure airless spray equipment. this section in accordance with IRC Section R806.4. ESR-1826 1 Most Widely Accepted and Trusted Page 3 of 5 4.4.2.2 Crawl Spaces: In crawl spaces, Icynene LD-C- plywood deck between the joists to a depth of 5 inches 50 insulation may be spray-applied to vertical walls and the (127 mm).Two layers of minimum 5/8-inch-thick(15.9 mm), underside of floors, as described in this section. The Type X gypsum wallboard must be attached perpendicular thickness of the foam plastic applied to the underside of to the joists on the ceiling side of the assembly. The first the floors must not exceed 14 inches (356 mm). The layer must be attached with 11/4-inch-long (32 mm), Type thickness of the spray foam insulation applied to vertical W drywall screws, spaced 24 inches (610 mm) on center. wall surfaces must not exceed 31/2 inches (88.9 mm). The The second layer must be applied perpendicular to the foam plastic does not require an ignition barrier or a joists, offset 24 inches (610 mm) from the base layer. The coating. second layer must be attached with 2-inch-long (51 mm), 4.4.3 Use on Attic Floors: Icynene Icynene LD-C-50 Type S drywall screws spaced 12 inches (305 mm) on insulation may be installed at a maximum thickness of center. Additional fasteners must be installed along the 5'/2 inches (152 mm) between joists in attic floors when butt joints of the second layer, securing the two layers covered with one of the coatings applied as described in together. These fasteners must be 11/2-inch-long (38 mm), Section 4.4.2.1. The insulation must be separated from the Type G drywall screws placed 2 inches interior of the building by an approved thermal barrier. each end of the butt joint and spaced 122 inches (305 mm) mm) back from on center. The wallboard joints on the exposed side must 4.5 One-hour Fire-resistance-rated Assemblies: be treated with paper tape embedded in joint compound 4.5.1 Assembly 1 (Limited Load-bearing Wood Stud and topped with an added coat of compound, and the Wall): Minimum nominally 2-by-4 [11/2 by 31/2 inches (38 fastener heads must be coated with joint compound in mm by 89 mm)] southern pine (G = 0.55), No. 2 grade accordance with ASTM C 840 or GA-216. studs spaced 16 inches (406 mm) on center with a base 4.5.4 Assembly 4 (Non-loadbearing Steel Stud Wall): layer of 1/2-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) using No. 6, 11/4-inch-long (31.7 mm), self- drilling drywall long and spaced 7 inches (178 mm) on center along the screws spaced 8 inches (203 mm) on center around the studs. The stud cavity contains Icynene insulation perimeter and 12 inches (305 mm) on center in the field. nominally 2 inches(51 mm)thick. The gypsum board joints must be treated with vinyl or casein, dry or premixed joint compound applied in two Axial loads applied to the wall assembly must be limited to the least of the following: coats to cover all exposed screw heads and gypsum board butt joints, and a minimum 2-inch-wide (51 mm) paper, ■ 1,805 pounds(8029 N)per stud. plastic, or fiberglass tape embedded in the first layer of compound over butt joints of the gypsum board. The stud ■ Design stress of 0.78 F'c. cavity is filled with Icynene insulation up to 6 inches (152 ■ Design stress of 0.78 F'c at a maximum le/d of 33. mm) thick. DensGlass Gold Exterior Sheathing, 1/2 inch (12.7 mm) thick, is installed parallel to steel studs with 4.5.2 Assembly 2 (Limited Load-bearing Wood Stud vertical joints offset a minimum of 16 inches 406 mm)from Wall): Minimum nominally 2-by-4 [11/2 by 31/2 inches (38 the vertical joints of the gypsum board and the horizontal mm by 89 mm)] southern pine (G = 0.55), No. 2 grade joints offset a minimum of 24 inches (610 mm) from the studs spaced 16 inches (406 mm) on center with two horizontal joints of the gypsum board. The sheathing is layers of 1/2-inch-thick (12.7 mm) Type X gypsum attached using No. 6, 11/4-inch-long (31.7 mm), self-drilling wallboard installed vertically with joints staggered on each drywall screws spaced 8 inches (203 mm) on center face, attached with 8d box nails, 21/2 inches (64 mm) long around the perimeter and in the field. Hohmann & Barnard and spaced 7 inches (178 mm) on center along the studs DW-10 brick ties, 6 inches (152 mm) long by 11/2-inches for the face layer and 6d cement coated box nails, 2 inches (38 mm)wide, are spaced 16 inches (406.4 mm) on center (51 mm) long and spaced 24 inches (610 mm) on center vertically on each steel stud, and secured, using two 15/8- along the studs. The stud cavity contains Icynene inch-long (41.3 mm) self-drilling screws, through 4-inch insulation nominally 2 inches(51 mm)thick. (102 mm) red clay brick [31/2 inches (88.9 mm) by 21/4 Axial loads applied to the wall assembly must be limited inches (57.1 mm) by 73/4 inches (197 mm)] laid in a to the least of the followinq: running bond pattern with Type S mortar, leaving a nominally 1-inch (25.4 mm) air gap between the brick and ■ 1,805 pounds(8029 N)per stud. the exterior sheathing. ■ Design stress of 0.78 F'c. Optional: It is permitted to add code-complying, ■ Design stress of 0.78 F'c at a maximum le/d of 33. expanded polystyrene (EPS), extruded polystyrene (XPS), foil-faced, rigid polyurethane board stock or polyurethane 4.5.3 Assembly 3(Floor/Ceiling): Minimum nominally 2- spray foam on the exterior of the wall (between the by-10[1'/2 by 91/4 inches (38 mm by 235 mm)] Douglas fir, DensGlas Gold sheathed wall and the brick), while No. 2 grade wood joists spaced 24 inches (610 mm) on maintaining the 1-inch (25.4 mm) air space. The length of center, with minimum 1-by-3 [3/4 by 21/2 inches (19.1 by 64 the brick ties must be increased to account for the mm)] spruce bridging at mid-span. Floor decking must be thickness of the insulation. minimum 1/2-inch-thick (12.7 mm) exterior grade plywood 4.6 Exterior Walls in Type I,11,ill and IV Construction: installed perpendicular to joists and fastened with 2-inch- long(51 mm)ring shank nails 6 inches(152 mm)on center 4.6.1 General:When used on exterior walls of Types I, II, at the joints and 12 inches (305 mm) on center at the III or IV construction, the assembly must comply with IBC intermediate joists. Plywood joints must occur over joists. Section 2603.5 and this section, and the LD-C-50 Icynene insulation must be applied to the underside of the insulation must be installed at a maximum thickness of 6 ESR-1826 1 Most Widely Accepted and Trusted Page 4 of 5 inches (152 mm). The potential heat of Icynene LD-C-50 accordance with IRC Section R318.4 or IBC Section insulation is 494 Btu/ft2 per inch of thickness, when testing 2603.8,as applicable. is in accordance with NFPA 259. 5.8 Jobsite certification and labeling of the insulation must 4.6.2 Exterior Face: Nominally 6-inch-deep (152 mm), comply with IRC Sections N1101.4 and N1101.4.1 No. 18 gage, galvanized steel studs spaced 16 inches and IECC Sections 303.1.1 and 303.1.2, as (406 mm) on center, are fastened to No. 18 gage, applicable. galvanized steel floor and ceiling track using No. 8, 5.9 A vapor retarder must be installed in accordance with /8-inch-long (22.2 mm), self-tapping pan head framing theapplicable code. screws. GP DensGlass Gold Exterior Sheathing, '/2inch (12.7 mm) thick, is installed over the exterior side of steel 5.10 Icynene LD-C-50 is manufactured in Mississauga, studs with the long end perpendicular to the steel studs, Ontario, Canada, under a quality control program with using No. 6, Type S, 11/4-inch (31.7 mm), self-tapping inspections by Intertek Testing Services(AA-691). bugle head screws spaced 8 inches (203.2 mm) on center 6.0 EVIDENCE SUBMITTED around the perimeter and in the field. The stud cavity is filled with Icynene insulation to a nominal thickness of 6 6.1 Data in accordance with the ICC-ES Acceptance inches(152 mm). Criteria for Spray-applied Foam Plastic Insulation (AC377), dated November 2009, including reports of 4.6.3 Interior Face: Type X gypsum board, 5/8 inches tests in accordance with Appendix X (Section 4.4.2.1 (15.9 mm) thick, is installed with the long dimension and Appendix C (Section 4.4.2.2). perpendicular to steel studs with No. 6, Type S, 11/4 inch- 6.2 Test report on air leakage rate in accordance with long (31.7 mm), self-tapping, bugle head screws spaced 8 ASTM E 283. inches(203 mm)on center around the perimeter and in the field.The gypsum board joints must be treated with vinyl or 6.3 Reports of room corner fire testing in accordance with casein, dry or premixed joint compound applied in two NFPA 286. coats to cover all exposed screw heads and gypsum board 6.4 Test reports in accordance with ASTM E 119. butt joints, and a minimum 2-inch-wide (51 mm) paper, plastic, or fiberglass tape embedded in the first layer of 6.5 Test report in accordance with NFPA 285, and related compound over butt joints of the gypsum board. engineering analysis. 4.6.4 Exterior Wall Covering: Details of the exterior wall 6.6 Reports of tests in accordance with NFPA 259. covering must be provided to the code official by the report 7.0 IDENTIFICATION holder, designer or specifier, with an engineering analysis demonstrating that (1) the exterior wall covering conforms All packages and containers of Icynene LD-C-50 must be to ASTM E 136 and (2)the addition of the wall covering to labeled with the Icynene, Inc., name and address; the product name; the flame spread index and the smoke- the assembly described in this section does not negatively affect conformance of the assembly with the requirements developed index; the shelf life expiration date; the label of of IBC Section 2603.5. the inspection agency (Intertek Testing Services); and the evaluation report number(ESR-1826). 5.0 CONDITIONS OF USE Intumescent coatings are identified with the The Icynene LD-C-50 spray-applied polyurethane manufacturer's name and address, the product trade name insulation described in this report complies with, or is a and use instructions. suitable alternative to what is specified in, those codes 8.0 OTHER CODES listed in Section 1.0 of this report, subject to the following conditions: 8.1 Scope: 5.1 This evaluation report and the manufacturer's The products recognized in this report have also been published installation instructions, when required by evaluated for compliance with the following codes: the code official, must be submitted at the time of ■ 2006 International Building Code®(2006 IBC) permit application. ■ 2006 International Residential Code®(2006 IRC) 5.2 The insulation must be installed in accordance with the manufacturer's published installation instructions, • 2006 International Energy Conservation Code® (2006 this evaluation report and the applicable code. If there IECC) is a conflict between the installation instructions and 8.2 Uses: this report,this report governs. See Section 2.0. 5.3 The insulation must be separated from the interior of 8.3 Description: the building by an approved 15-minute thermal barrier, except when installation is as described in See Section 3.0. Section 4.3.2 or in attics and crawl spaces as 8.4 Installation: described in Section 4.4.2 and 4.4.3. 5.4 The insulation must not exceed the thickness and 8.4.1 General: See Section 4.1. density noted in Sections 3.2,4.3,4.4, 4.5 and 4.6. 8.4.2 Application: See Section 4.2. 5.5 The insulation must be protected from the weather 8.4.3 Thermal Barrier: See Section 4.3. during and after application. 8.4.4 Attics and Crawl Spaces: See Section 4.4. 5.6 The insulation must be applied by installers certified 8.4.5 One-hour Fire-resistance-rated Assemblies: See by Icynene, Inc. Section 4.5. 5.7 Use of the insulation in areas where the probability of 8.4.6 Use in Noncombustible Construction: See termite infestation is "very heavy" must be in Section 4.6. ESR-1826 1 Most Widely Accepted and Trusted Page 5 of 5 8.5 Conditions of Use: 8.6 Evidence Submitted: The Icynene LD-C-50 described in this report complies See Section 6.0. with, or is a suitable alternative to what is specified in, 8.7 Identification: those codes listed in Section 8.1 of this report, subject to Conditions of Use 5.1 through 5.6 and 5.8 through 5.10. See Section 7.0. TABLE 1—THERMAL RESISTANCE(R-VALUES) THICKNESS(inches) R-VALUE(IF•ft2-h/Btu) 1 3.7 2 7 3 11 3.5 13 4 14 5 18 5.5 20 6 22 7 25 7.5 27 8 29 9 32 9.5 34 10 36 11.5 41 14 50 For SI: 1 inch=25.4 mm,VF ft2-h/Btu=0.176 110°K•m2fW. 'R-values are calculated based on tested K values at 1-and 3.5-inch thicknesses. r EARLY POWER AGREEMENT & REL CITY OF ATLANTIC BEACH MAR 2 G 2013 B Electric power is requested now under the conditions and terms of this fully executed Agreement&Release Job Address: 3 s P7 f-1�4 S4re-e- of Permit No. Az "'�7-�/ Service Type(Circle One): Overhead Underground We,the undersigned General Contractor and Electrician,understand and agree: 1. "Early Power" is purely for our construction convenience, it is not required by Codes and does not substitute for Final Inspections or the C/O (Certificate of OccupancyT Tat must be issued before occupancy, and as such is at the discretion of the Building Official. 2. The City of Atlantic Beach will make a special inspection prior to the early power energizing. All rough inspections must have prior Approval,including meter base connections. 3. Occupancy or use of the new construction before a formal C/O constitutes fraudulent use of the early electric service. Such action is expressly prohibited and penalized by The City of Atlantic Beach Ordinances. A violation of this Agreement shall result in a request for prompt removal of electric service after a twenty-four hour notice. 4. "Early Power"release authority is the Electrician and/or the Contractor and must not occur before: a. Equipment, devices and fixtures are installed(or blanked off)safely. b. Panel is complete with breakers and cover,and(labeling required at final inspection). c. Service connection and grounding is complete. d. The electric system has safely passed through electrical check. e. Meter can is permanently marked with address. £ Temporary address numbers displayed(Permanent numbers are required for C/O). 5. This fully completed form is to be submitted to the Building Department by hand,mail or fax. 6. Future such Agreements will not be accepted from those who violate any one of the above items. CONT DATE 3 RINT NAME 6 !J ELECTRICIAN ^ Zd DATE ZG 2�i PRINT NAME j 800 Seminole Road,Atlantic Beach FL 32233 Phone:(904)247-5826 Fax:(904)247-5845 littp://www.coab.us revised 0130 09