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66 FORRESTAL CIR - ADDITION PERMIT RESIDENTIAL ADDITION PERMIT PERMIT NUMBER CITY OF ATLANTIC BEACH RESA18-0024 ISSUED: 12/5/2018 800 SEMINOLE ROAD ATLANTIC BEACH. FL 32233 EXPIRES: 6/3/2019 MUST CALL INSPECTION PHONE LINE (904) 247-5814 BY 4 PM FOR NEXT DAY INSPECTION. ALL WORK MUST CONFORM TO THE CURRENT 6TH EDITION (2017) OF THE FLORIDA BUILDING CODE, NEC, IPMC, AND CITY OF ATLANTIC BEACH CODE OF ORDINANCES . ALL CONDITIONS OF PERMIT APPLY, PLEASE READ CAREFULLY. NOTICE: In addition to the requirements of this permit,there may be additional restrictions applicable to this property that may be found in the public records of this county,and there may be additional permits required from other governmental entities such as water management districts, state agencies,or federal agencies. JOB ADDRESS: PERMIT TYPE: DESCRIPTION: VALUE OF WORK: RESIDENTIAL ADDITION SINGLE 66 S FORRESTAL CIR OR TWO FAMILY RESIDENTIAL $30000.00 ADDITION TYPE OF REAL ESTATE ZONING: BUILDING USE SUBDIVISION: CONSTRUCTION: NUMBER: GROUP: 171757 0000 4TLANTIC BEACH VILLA # 01 COMPANY: ADDRESS: CITY: STATE: ZIP: LOVEJOY CONSTRUCTION 2160 FORBES ST JACKSONVILLE FL 32204 SVRS INC OWNER: ADDRESS: CITY: STATE: ZIP: Autumn Brook Design 5569 Autumnbrook Ct Jacksonville FL 32258 WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. LIST OF CONDITIONS Roll off container company must be on City approved list . Container cannot be placed on City right-of-way. 1 PUBLIC WORKS EROSION CONTROL INSTALLATION INFORMATIONAL Notes: Full erosion control measures must be installed and approved prior to beginning any earth disturbing activities. Contact the Inspection Line(904-247 -5814)to request an Erosion and Sediment Control Inspection prior to start of construction. Issued Date: 12/5/2018 1 of 2 rt'-` 'r%�� RESIDENTIAL ADDITION PERMIT PERMIT NUMBER u' /41.‘ RESA18-0024 CITY OF ATLANTIC BEACH Lip ISSUED: 12/5/2018 800 SEMINOLE ROAD "-Z•Di3"" ATLANTIC BEACH. FL 32233 EXPIRES: 6/3/2019 2 PUBLIC WORKS ON SITE RUNOFF INFORMATIONAL Notes: All runoff must remain on-site during construction. 3 PUBLIC WORKS ROLL OFF CONTAINER INFORMATIONAL Notes: Roll off container company must be on City approved list(Advanced Disposal,Realco Recycling,Shapells,Inc.,Republic Services,Donovan Dumpsters). Container cannot be placed on City right-of-way. 4 PUBLIC WORKS RIGHT OF WAY RESTORATION INFORMATIONAL Notes: Full right-of-way restoration,including sod,is required. 5 PUBLIC WORKS CONSTRUCTION SITE MANAGEMENT INFORMATIONAL Notes: Provide construction site management plan,including location of silt fence,dumpster,portable toilet. Right-of-Way Permit is required if using right- of-way for construction parking. 6 PUBLIC WORKS RUNOFF INFORMATIONAL Notes: All runoff must remain on-site. Cannot raise lot elevation. FEES DESCRIPTION ACCOUNT QUANTITY PAID AMOUNT BUILDING PERMIT 455-0000-322-1000 0 $205.00 BUILDING PLAN CHECK 455-0000-322-1001 0 $102.50 BUILDING PLAN REVIEW RESUBMITTAL SECOND 455-0000-322-1006 0 $50.00 BUILDING PLAN REVIEW RESUBMITTAL THIRD 455-0000-322-1006 0 $75.00 PW REVIEW RESIDENTIAL BLDG 001-0000-329-1004 0 $100.00 STATE DBPR SURCHARGE 455-0000-208-0700 0 $6.49 STATE DCA SURCHARGE 455-0000-208-0600 0 $4.33 ZONING REVIEW SINGLE AND TWO FAMILY USES 001-0000-329-1003 0 $50.00 TOTAL:$593.32 Issued Date: 12/5/2018 2 of 2 �S�L�r City of Atlantic Beach APPLICATION NUMBER �s t;� Building Department (To be assigned by the Building Department.) r ( —V 800 Seminole Road s� Atlantic Beach, Florida 32233 5445 t S I-I S _6 024 u Phone(904)247 5826 Fax(904)247 5845 c / /� "LJ; 8 t�9%' E-mail: building-dept@coab.us Date routed: / 3o/ City web-site: http://www.coab.us {{ Ill APPLICATION REVIEW AND TRACKING FORM Property Address: 662 S. i rVesl& Department review required Yes No :uildin. Applicant: Lov-e,J const-r-icfj� 4 fanning &Zon Tree_Administrator Project: (ZOO m MC{ ("ff a f) riblic Work u is Utilities Public Safety Fire Services Review fee $ Dept Signature , Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection Florida Dept.of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department Fir 'eview: I 'Approved. enied. I 'Not applicable (Circle one.) Comments: ,/ ///// BUILDING eeu S �. r PLANNING &ZONING Reviewed by:G'" ,, Date:A --- 18 TREE ADMIN. Second Review: A roved as revised. pp I 'Denied. I 'Not applicable PUBLIC WORKS Comments: -a J�I, rl Cl � 15 S -64, Yo St� / f PUBLIC UTILITIES PUBLIC SAFETY Reviewed by:, ----- Date: e ..-,5"----iO FIRE SERVICES Third Review: Approved as revised. Denied. I INot applicable Comments: Reviewed by: Date: Revised 05/19/2017 ,_A,,,..,, TREE & VEGETATION,AFFIDAVIT �' `„ City of Atlantic Beach �r ` Department of Community Development ','r Planning&Zoning Division 800 Seminole Road Atlantic Beach,FL 32233 (P)904 247-5800 (F)904 247-5845 PERMIT'? SECTION I-APPLICANT INFORMATION '15( Owner(s) E Legal Authorized Agent* NAME OF APPLICANT len(�p Ri ,/ / r-- NAME ,/NAME OF COMPANY i i `I ! ,-- A 1110. , (LC ADDRESS OF COMPANY 35.0g \c `n 1 ( ouT PHONE 0 CELL(qQ - 4 EMAItti (' C "t igniptip( CONTRACTOR CERTIFICATION NUMBER e ,L(1,3, ATLBCH BUSINESS TAX RECEIPT NUMBER �a1 SECTION II-SITE INFORMATION STREET ADDRESS OF PROPERTY 64 %,,--,-,,,kos-6( (circle if an address has not been assigned to this property,contact the AB Building Department at(904)247-5826 to request on address. LEGAL DESCRIPTION afr_ ( 1 _a6- WqF LOT I BLOCK a. SUBDIVISION de�-C�,,,.( 1 Uth dil'I-- REAL ESTATE NUMBER 11151 .000 LOT OR PARCEL SIZE: '1 c5 0 0 SQ FT CI a AC RESIDENTIAL ✓ COMMERCIAL OTHER(SPECIFY) V I affirm that I have reviewed the provisions of Chapter 23, "Protection of Trees and Native Vegetation"of the Municipal Code of Ordinances for the City of Atlantic Beach, FL and/or I have participated in a pre-application meeting with the Administrator of those regulations. Subsequently,I affirm that no regulated trees and no regulated vegetation will be damaged,destroyed and/or removed from the above-described or adjocent properties in conjunction with this project. Litittaia iii!)(j.tor SIGNATURE OF NER SIGNATURE OF OWNER Signed and sworn before me on this day of 1` .) , ,20 (6,by State of 1'-" / County of tU!n - Identification verified: 1` `c_ O' � -7 Co_gQ _ 0 Oath sworn: r Yes 1` r No r •l1 4 0 OvAI\ ... IP f,„„,,,, Notary Signature '+"p°-•, TONT GI ' ' ACK GER REV-TVA-v10.12 My Commission expires: x ,�\ MY COMMISSION#FF 924951 Iki.:•_c:°P` Bonded Thru Notary Public Underwriters I CL.1:0,1 City of Atlantic Beach APPLICATION NUMBER 1.: Building Department (To be assigned by the Building Department.) : J800 Seminole Road ___..._. - Atlantic Beach, Florida 32233-5445 RS Prig -6024 • Phone(904)247-5826 • Fax(904)247-5845 / /� 319'' g P @ 8/ 3 / E-mail: buildin de t coab.us Date routed: { �// City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: 2 G2 S R)rresii _/ Department review required Yes No uildi Applicant: Lova anstrc, _d cm Hing &Zo Tree.Administrator Project: /ZOO m /Rc( h.,6 f) rublic Worl ublic Utilities Public Safety Fire Services Review fee $ Dept Signature j Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection Florida Dept. of Transportation St.Johns River Water Management District Army Corps of Engineers Zr y J Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: I 'Approved. kr6enied. nNot applicable (Circle one.) Comments: BUILDING PLANNING &ZONING /�.� p � Reviewed by: / i �/ Date: /174 TREE ADMIN. SecondReview: Approved as revised. �enied. (� Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: /0/2 YAP FIRE SERVICES Third Review: [ pproved as revised. I (Denied. ❑Not applicable Comments: • Reviewed by: Date: `l-. c' Revised 05/19/2017 OFFICE COPY RECEIVED A; Building Permit Application �s .� 'r �:�. ed 12/8/17 A "- City of Atlantic Beach Q L; 2 9 I s •, 800 Seminole Road,Atlantic Beach,FL 32233 � r Q ��l Phone:(904)247-5826 Fax:(904)247-5845 s J l o `1r Job Address: (j -(- 6\j\-\1 '( I_CSkC1 C11(� Building err'aCtC?1eflt Permit Number.:� `; `, 'w�,+;; ,. �.x Ft Legal Description 3© -56-11 2,S ` 2`t G (b .e 7 !31 K 7--- CC „�RE# 11 1 / — w) Valuation of Work(Replacement Cost)$ DO 0 Heated/Cooled SF qv:, Non-Heated/Cooled • Class of Work(Circle one): New Addition Alteration Repair Move Demo Pool Windo4vodpri 4ddi ilarvN • Use of existing/proposed structure(s)(Circle one): Commercial Residential • If an existing structure,is a fire sprinkler system installed?(Circle one): Yes el N/A • Submit a Tree Removal Permit Application if any trees are to be removed or Affidavit of No Tree Removal Describe in detail the type of work to be performed: FOnAveiyire'kJ - Ack,i- Nr/6Etj Gid fripsie-rL i1•�'l /L, u'�J✓1 Florida Product Approval# for multiple products use product approval form Property Owner Information Name: A. Y )M N -eCEG -17e S ly/ 21 Address: v�( C City 6 State- . Zip y., Phone SZ - � E-Mail c vibe. ''A UtlitillniC2n C}Ic. PC1CO•0-111, Owner or Agent(If Agent,Power of Attorney o Agency Letter Required) Contractor Information Name of Company: L`JJkA (�j./ISiii'L/Cki OV Qualifying Agent: TA t;Li,”'_�IDriX�)4 HAI—) Addressi_l((� i --pe--- .J 5-r City A !( State 3 2.2,-y. Zip Office Phone ( C 4 ) 53 1 - 3'11 Job Site/Contact Nu ber State Certification/Registration ..ex'' 12-9)3 J E-Mail d•C1CA JOSYYI�e.f`1(Yl(Yj` . 1'1P Architect Name&Phone# _ Engineer's Name&Phone#p. 4,� C-Ank-i lith VW'( (q at)cuf)- Th a,-5 11'5 0 Workers Compensation mo w, y'( i Exempt/Insurer/Lease Employees/Expiration Date Application is hereby made to obtain a permit to do the work and installations as indicated.I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all the laws regulationg construction in this jurisdiction.I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING,SIGNS, WELLS,POOLS,FURNACES,BOILERS,HEATERS,TANKS,and AIR CONDITIONERS,etc.NOTICE:In addition to the requirements of this permit,there may be additional restrictions applicable to this property that may be found in the public records of this county,and there may be additional permits required from other governmental entities such as water management districts,state agencies,or federal agencies. OWNER'S AFFIDAVIT:I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR ' ► i l4'NEY BEFORE . ORDING • ' NOTI E OF COMMENCEMENT qm, a / < �, i / K et c--3 r- I� UJ R w ( igna ure of Owner or • t) ,ignature of Contractor) ; r' g UJ CO (including contracto ,Lqs N i _ # $:ned and sworn to(or affirmed)befpr me this day of Signed and sworn to(pr affirmed)before me this Zciday o,2 Ii- K r; o g , i 20%& by i,?.+'1 k se (len bait. 1- '�.xj4)5( , 201 ,by Dear-• hrn i 0 n IJI p X s i9 c.) UJm . (Signature of Notary) (Sign:ture of Notary) «J a x v c9 (-.) wJ, _, 1 Personally Known OR [ ]Personally Known OR •- Produced Identification �`� [►d Produced Identification ^' `' '%�„ ._'T .e of Identification: e)42A v. i Se Type of Identification: d.L J - L'i CIS 9 yt ,:.r • tr,, Revision Request/Correction to Comments **ALL INFORMATION s HIGHLIGHTED IN r., City of Atlantic Beach Building Department GRAY IS REQUIRED. %far 800 Seminole Rd, Atlantic Beach, FL 32233 Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT# CSt t e0c)11- 0 Revision to Issued Permit OR I I Corrections t Comments Date: II.-Q(. I p Project Address: (Q(Q93146 -Foy iiesta \ ..ki ,fe,., Contractor/Contact Name: IellisevAlooy t, , L Ot ` CLL. Contact Phone: qO(4I ;1aLi Q q03 Email:Jeri tSQ O(ito Woof .-es .C-001 Description of Proposed Revision/Corrections: --P ;PCIfI s.Q 1 , kb u c_orn.v .. . I affirm the revision/correction to comments is inclusive of the proposed changes. (printed name) • Will proposed revision/corrections add additional square footage to original submittal? ENo ✓Q Yes (additional s.f.to be added: ) • ill proposed revision/corrections add additional increase in building value to original submittal? U No n*Yes (additional increase in building value: $ )(Contractor must sign if increase in valuation) *Signature of Contractor/Agent: (Office Use Only) I� ›_ Approved ❑ Denied El Not Applicable to Department Permit Fee Due$ l S-Dd Revision/Plan Review Comments Department Review Required: Building PI Planning&Zoning Reviewed By Tree Administrator Public Works Public Utilities I / - g &-10/ e Public Safety Date Fire Services Updated 10/17/18 ss, CITY OF ATLANTIC BEACH ' ....... 800 SEMINOLE ROAD r ATLANTIC BEACH, FL 32233 (904) 247-5800 :moi -�J131>` BUILDING REVIEW COMMENTS Date: 11/1/2018 Permit#: RESA18-0024 Site Address: 66 S FORRESTAL CIR Review Status: denied RE#: 171757 0000 Applicant: LOVEJOY CONSTRUCTION SVRS INC Property Owner: Autumn Brook Design Email: ddoughm@comcast.net Email: denise@autumnbrookdesign.com Phone: 9045214379 Phone: 9045242983 THIS REVIEW IS ONE OF MULTIPLE DEPARTMENT REVIEWS. Revisions may not be submitted until ALL departments have completed their respective reviews. Revisions submitted MUST respond to EACH department review. Submittals that respond to only one or a few correction items will not be accepted. Correction Comments: xComment#3 of my first review has not been met. It looks like I need multiple product approval numbers. The permit application states that when multiple products are used you shall fill out the forms provided at the Building Department. Roofing material, windows and siding material shall all be on the formation sheets. 2 copies. If the roofing systems is other than shingles you will also need to submit engineering for a metal roof. You will have to also submit manufacturer's installation instruction for any modified bitumen roof covering system and the evaluation reports for that system. Please contact me if the modified roof system is the choice. 2 copies. Mike Jones fit l/ 2 (F -l t Building Inspector/Plans Examiner City of Atlantic Beach 800 Seminole Road Atlantic Beach, FL 32233 904.247.5844 Email:mjones@coab.us 6trailed Je.c Qevrek- Cow. w•e0,4-1 / 1— 1— ( /INK Resubmittal Notes: All revisions and changes shall clearly stand out from the rest of the drawing on the sheet as a revision by way of completely encircling the change with "clouding". The revision shall also be identified as to the sequence of revision by indicating a triangle with the revision sequence number within it and located adjacent to the cloud.The revision date and revision sequence number shall also be indicated in a conspicuous location in the title block for each sheet on which CITY OF ATLANTIC BEACH y t ii 800 Seminole Road T'v; _�._ Atlantic Beach,Florida 32233 ii REVISION REQUEST/CORRECTIONS TO PLAN REVIEW COMMENTS Date ib.(: 4.( Revision to Issued Permit Corrections to Comments /Permit# '� 1?-00Q Project Address Le 4IwQQG/4, SCAA1-- Contractor /Contact Name \ \6. ^bA �1,�ei S tnc Phone Cts( a4 aqg 3 Email �V I l Te tar-UN/14A d i V I .4 Description of Proposed Revision/Corrections: Permit Fee 'I ue $ so•' / -A84- 9 lk CNIA.0' ,ili — Additional Increase in Building Value $ Additional S.F. By signing below,I affirm the Revision is inclusive of the proposed changes. (printed name) Signature of Contractor/Agent(Contractor must sign if increase in valuation) Date (Office Use Only) Approved Denied Not Applicable to Department Revision/Plan Review CommentsPrOokc/ Y/ rdwwo I civet, /1o+ b,40"Ai 421 Department Review Required: :uilding 71\ anning & Zoning 0 Reviewed By Tree Administrator Public Works Public Utilities / /i L'—/ r Public Safety Date Fire Services . -j r11 . f\ \SS\ CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD J ` "4, ATLANTIC BEACH, FL 32233 (904) 247-5800 \J,tl9r" BUILDING REVIEW COMMENTS Date: 9/17/2018 Permit#: RESA18-0024 Site Address: 66 S FORRESTAL CIR Review Status: denied RE#: 171757 0000 Applicant: LOVEJOY CONSTRUCTION SVRS INC Property Owner:Autumn Brook Design Email: ddoughm@comcast.net Email: denise@autumnbrookdesign.com Phone: 9045214379 Phone: 9045242983 THIS REVIEW IS ONE OF MULTIPLE DEPARTMENT REVIEWS. Revisions may not be submitted until ALL departments have completed their respective reviews. Revisions submitted MUST respond to EACH department review. Submittals that respond to only one or a few correction items will not be accepted. Cor ct'on Comments: 1. ontractor shall sign and date 2 copies of the Site Plan to show what the Finish Floor Elevation will be. . From the 2017 FBC-Existing Building Code, choose a method of construction compliance/alteration level. Place this information on page S0.0,under DESIGN CODE. 2 copies of this page needed. 3. ubmit 2 copies of the Florida Product Approval Information Sheets for components and cladding items. umbers shall not end with a"R"value. Must be the exact number that matches items installed. . Submit the required energy calculations to include manual J, manual D, and manual S compliance /report. Also include a duct layout to show size of ducts and grill opening sizes. 5. It appears that the new master bedroom bathroom window will be required to be tempered safety glass according to R308.4.5 GLAZING AND WET SURFACES. Window sill is less than 60 inches above walking surface and less than 60 inches from edge of tub measured horizontally. Building Mike Jones Building Inspector/Plans Examiner City of Atlantic Beach 800 Seminole Road Atlantic Beach, FL 32233 904.247.5844 Email:mjones@coab.us Resubmittal Notes: 1 r �{ e of/ Ri e0' v;.eW _(),1-1 ,y-‘4,4 i" 9- 17-1 e- f MAP SHOWING BOUNDARY SURVEY OF LOT 7, BLOCK 2 AS SHOWN ON MAP OF ATLANTIC BEACH VILLA UNIT NO. 1 AS RECORDED IN PLAT BOOK 30 PAGES 56 OF THE CURRENT PUBLIC RECORDS OF DUAL COUNTY, FLA. CER77F7EO TO: DENISE RENBARGER S' 4 0 B4 0C/0 /Roy-•,,g. A2' L9 SQ4,9ap ?o k•c"; XX L---)r 4. NL o o k 2 4 N k�kK FENCE' /1,� �X�S v0 BC -I1-____k t' • FLOOD,ZONE•AE (EL. 7.0) -—--— �, g ` _floc°2oNE T k- p ,v O QCOCk) r b 5.6...= ? &AY.`o �= 1�0• RLE =o. 2 Ao o r 2r: 2 b 4,,. Jam AS . CI J) p4_y II4.O' Y ,h4( A ORy k /fss - N IAe, 6 S .\ to `o ti s'•/3. 136, �o • N6g 3 kJ "UL ,^S fN69.1125-W kf.. _co (BgRNoB li, No93T?5W Lm 4. yH 15p2p(p) so (A) 1.00, 144. Popp,,_ 21 8() (sD• q� PR (P) R/oHT Op --••• QQ�� a k'AY)—K/ DENOTES FOUND 3/4' 0 IRON PIPE NO I.D. THIS SURVEY WAS PERFORMED WITHOUT THE BENEFIT OFA TIRE COMMITMENT. UNLESS OTHERWISE NOTED THERE MAY BE ADDITIONAL EASEMENTS AND/OR RESTRICTIONS THAT ARE NOT SHOWN ON THIS SURVEY THAT MAY BE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY. UNDERGROUND ENCROACHMENTS NOT LOCATED THE LAND SHOWN HEREON IS IN THE SPECIAL FLOOD HAZARD ZONE'O &'AE'(EL 7.0)AS SHOWN ON FLOOD INSURANCE RATE MMP 0408 H FOR DUVAL COUNTY,FLORIDA.F1.0/A INDEX DATE 06-03-13 ALL AMERICAN SURVEYORS OF FLORIDA, INC. LAND SURVEYORS-J757 SW JOSE PLACE SUITE 15-JACKSONVILLE,FLORIDA,J2257- 904/779-0088-LATNSED LAND BUSINESS NO. J857 Legend __ 5 COY COVERED THIS IS TO CERTIFY THAT THE ABOVE LANDS WERE SURVEYED UNDER MY RESPONSIBLE END MOND w -IDEVlrViunoR. SUPERVISION AND DIRECTION,THAT THERE ARE NO ENCROACHMENTS EXCEPT AS SHOWN —4 CONC rAl4-rw„,,,,,,,,eucJR emeocc AND THAT THE SURVEY SHOWN HEREON MEETS THE MINIMUM TECHNICAL STANDARDS PCP. 1PDOPPOrt CONCRETE •..T. SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS uEu,,,,, ANT "E"RR�'T RRi aReR PURSUANT TO CHAPTER 472.027 / CHAPTER 61017-6, FLORIDA STATUTES. ALL C°„ CNORD VEYORS _ ` AMERICAN 1Oa" pom us cnueouxo cum Y _R A SURVEY NOT VAUD UNLESS EMBOSSED BY SEAL OFRFLORIDA, toP""'a JAMES D.HARRISON.JR..No.2647 INC. ,. we mho 1 L DRAW NAV uooE,�c MICHAEL A No. (,.Ib F -tela Ix u.iNOT TO SC4LE.W .r„``c�"•'ur�` SCALE V. 1. 20• 1. W -ATWA� wet a ascren _9 DO -10103 Toe Ta Or er DATE 07-13-78 FLORIDA R ISTERED SU OR AND MAPPER —_8I Fs. NOTES D.C. 84378-164748 DR. By DEL L11R. P:\2018(63170) ORDER NO.164740-M70 FILE 84378 OFFICE C .4 PERMITTED BUILDING DATA DO NOT WRITE BELOW — OFFICE USE ONLY Applicable Codes: 6th Edition (2017) Florida Building Code DEVELOPMENT SIZE: Habitable Space (ft') `/4C Non-Habitable Space (ft') LAND INFORMATION: Zoning District 2 S - a Flood Zone X S'AadecA Minimum FFE BUILDING INFORMATION: Construction Type V {3 Occupancy Group &S',ns1.e P m;f1 Number of Stories I Max Occupancy Load Fire Sprinklers Required CONDITIONS/ COMMENTS: Rev. 2.7.2018 ,Perm, /- #" Rzsrir/e-'ay OFFICE COPY NOTICE OF COMMENCEMENT • State of 41,1 da., Tax Folio No. County of U V"/s‘k To Whom It May Concern: The undersigned hereby informs you that improvements will be made to certain real property, and in accordance with Section 713 of the Florida Statutes,the following information is stated in this NOTICE OF COMMENCEMENT. Legal Description of property being improved: `33 FJ- 5 to i 7 Z 2ci6 L p�. -7 ale_ Ne/ h 6 lien.. A✓7i4�TI C4c17 Ujlfq au�� i ,, ( Address of property being improved: CQIQ £L u\h -kA f-QStO `.`IC LE'. General description of improvements:Tope-A Ae. -. t 1101,-) - ►M/'3L D , 1/t -6 , L 01.0 417 Owner: J Ile r- 7 , • . r Address: 3c3( q ->�{).�(1 INVAIrTrtfiC ra 1 If Owner's interest in site of the improvement: ,,II Fee Simple Titleholder// (if other than own- ): N fl Name: LG1lE'/ Ar - TV(JL 0irm/L.) . A 7Contractor: ►moi. /�F1'� I „ �1 s ires I' /ll1 y - s : �� Address: \ Telephone No.: ( d )5 3-.1 -431 9 Fax No: 1..) S rety(if any) // Address: Amount of Bond$ Telephone No: Fax No: Doc#2018204216,OR BK 18508 Page 1871, Name and address of any person making a loan for the construction of the improvemr Number Pages: 1 A p Recorded 08/29/2018 11:35 AM, Name: Uv/A RONNIE FUSSELL CLERK CIRCUIT COURT DUVAL COUNTY Address: RECORDING $10.00 Phone No: Fax No: Name of person within the State of Florida, other than himself, des' ated by owner upon whom notices or other documents may be served: Name: 7AtJ (17 k, --p 001 14 ik-i.I N Address: Zi Qb R., ' s 5-Y ,)b c-L 3-ZZ D 9 Telephone Nc( O /)'jZ( -`t 3 7 Fax No: In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.06(2)(b), Florida Statues. (Fill in at Owner's option) Name: -1),4..)-1t�J V 7:3•,6 Ls)1.7 1414 /kti l Address: � 0 ► .-47 ,_ )/4.../c F 1- 3��9`,7 Telephone No(q q) SZ i -q 3 71 Fax No: Ki l0 Expiration date of Notice of Commencement(the expiration date is one(1)year from the date of recording unless a different date is specified): THIS SPACE FOR RECORDER'S USE ONLY OWN R Q Signed \ Date: 5,1 4:1•I O ,;'''''l,,, GERALDO JUAN HERRERA Before me this 29•Ih ay of PiJ5 k in the County of Duval,State ' �: Commission#FF 913339 Of Florida,has personally appeared be 4% a ( gi' QQp3elZ I . p_; Expires August 26,2019 Notary Public at Large,State of FloriaCounty of Duval. '4mo y ,,°. 9ondeOThruTroy FelnInsurance&X-365-fi13 My commission expires: O I veil, i Personally Known: or Produced Identification: e, li/el2 102192 �Sr.v.%, City of Atlantic Beach APPLICATION NUMBER ,. . �� Building Department (To be assigned by the Building Department.) mr) 800 Seminole Road jt.. �,- Atlantic Beach, Florida 32233-5445 PESIVIS -boiq,„ Phone(904)247-5826 • Fax(904)247-5845AUG 3 2018 I J109%, E-mail: building-dept@coab.us a Date routed: 8/3 CO E City web-site: http://www.coab.us Br f APPLICATION REVIEW AND TRACKING FORM Property Address: O(12 S' lj rre, _/ Department review required Yes No uildin Applicant: LbV-eTa Cons rc�.c. , fanning &Zon Tree dministrator Project: (ZOO m (16 /') ubJIS c Work u Public Safety Fire Services eb(Review fee $ � Dept Signaturej 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: I 'Approved. Denied. Not applicable (Circle one.) Comments: I BUILDING T laps "too IAti)2'iz LUQ,t/cjd4Q41 - PLANNING &ZONING Reviewed by: - e-t---"/G---'4-----Date: 9-571 Cf.. --- TREE ADMIN. Second Review: as revis I 'Approved . I 'Denied. I 'Not applicable PUBLIC WORKS Comments: . PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: nApproved as revised. [ 'Denied. ❑Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 s--L`i,- City of Atlantic Beach APPLICATION NUMBER �54s �� Building Department (To be assigned by the Building Department.) 4,- 800 Seminole Road AUGr u.,../..,„ _,. ., �� Atlantic Beach, Florida 32233-5445 G 3 1 2018 iE S E •-602 4 , Phone(904)247 5826 Fax(904)247 ' 5 3 ��. : Z /1 g o;ii�r E-mail: building-dept@coab.us r'�,_. Date routed: 8 0/ City web-site: http://www.coab.us !!! APPLICATION REVIEW AND TRACKING FORM Property Address: 6(Q SS Q rre ( Department review required Yes No uildin._ Applicant: Lbv-eTa C4r�sfru_a7cm !' - ning &Zo Tree Administrator Project: ZOO m c ( -`df) ,public Work T is UtilitieT Public Safety Fire Services ,Review fee $ Dept Signature j Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection Florida Dept.of Transportation / St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants VI Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: Approved. I IDenied. ['Not applicable (Circle one.) Comments: BUILDING PlavIc-f ao lGkYgs2, -11) 1451V-c C1 Q. PLANNING &ZONING Reviewed b :?Z2geoz_Date: ' � W? TREE ADMIN. Second Review: I JApproved as revised. I f Denied. ❑Not applicable PUBLIC WORKS Comments: • PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: Approved as revised. ['Denied. ['Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 MAP SHOWING BOUNDARY SURVEY OF LOT 7, BLOCK 2 AS SHOWN ON MAP OF ATLANTIC BEACH VILLA UNIT NO. 1 F F I C E copy AS RECORDED IN PLAT BOOK 30 PAGES 56 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLA. • tt CERTIFIED TO: DENISE RENBARGER 6n Silic-/-10," BLOCk° OA/ /8. Pot NCC • 5,„ 20 =.. X\X 93j2S• BLLp T 9 4W O \,�*4. C F( 2 k ..NUNk \k --*'----.17f100, x k 00 F EN \� 8 —_____ FLOOD ZONE.......(EA..7.0) __-_ \�,\ ,Q L N eLOC 0Y & �_''..o. k 2 & 6' r ,V 4, 14.0• R[E L= h�' o i. I` � 11�0 v y141 c`.$ ' C°Nf srA b,1'S RFS BL RY A . i X30 cir BR.( � 0 ° f Si • 3.PS^11 ' : v cy 41 a 4IS °(P) ^Cy k m•om'% --,i,- • U 4. .g.* A7 ?.Lw Z. 3,36• O O , Ale4 V3 . AV Nsg, zo (BfgR931 5 ) • :r l Nsg. „ ;/ o NG 6.21 se) 15 3/?S W ' ,r CO 75p20') , _ ,` P 00' 5". 27. QPRFST ?1. (60' " CO /?/C417-OPC4C F we CA. DENOTES FOUND 3/4" 0 IRON PIPE NO I.D. THIS SURVEY WAS PERFORMED WITHOUT THE BENEFIT OF A TITLE COMMITMENT. UNLESS OTHERWISE NOTED THERE MAY BE ADDITIONAL EASEMENTS AND/OR RESTRICTIONS THAT ARE NOT SHOWN ON THIS SURVEY THAT MAY BE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY. UNDERGROUND ENCROACHMENTS NOT LOCATED THE LAND SHOWN HEREON IS IN THE SPECIAL FLOOD HAZARD ZONE'X"&'AE'(EL 7.0)AS SHOWN ON FLOOD INSURANCE RATE MAP 0408 H FOR DINAL COUNTY,FLORIDA.F.I.R.M INDEX DATE 06-03-13 ALL AMERICAN SURVEYORS OF FLORIDA, INC. LAND SURVEYORS-3751 SAN JOSE PLACE SUITE 15-JACKSONVILLE FLORIDA. 32257-904/279-0088-LICENSED LAND BUSINESS NO.3857 Oe.2 5 CONNED F.F.E. ARM now ELEVATOR THIS IS TO CERTIFY THAT THE ABOVE LANDS WERE SURVEYED UNDER MY RESPONSIBLE M FOUND u� gyryjr,, SUPERVISION AND DIRECTION,THAT THERE ARE NO ENCROACHMENTS EXCEPT AS SHOWN _-4 cow COT.= NT .EIMMNT RNERN. AND THAT THE SURVEY SHOWN HEREON MEETS THE MINIMUM TECHNICAL STANDARDS '014 T. TTµ�pn. SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS n�oR� P.C.P. PONT OF CURVE CONTROL PONT PURSUANT TO CHAPTER 472.027 CHAPTER 61G17-6, FLORIDA STATUTES. CAN LIG ao.TA rxai n / A MC LOOM u ca REQ SURVEY NOT VAUD UNLESS EMBOSSED BY SEAL SURVEYORS w""p13aAA,ro nano TO A ANN OF FLORIDA. JAMES D.HARRISON,JR.,No.2647 INC. Mb. NAM E �a VENOM n�rv. MICHAEL A ER,No. 3(,.IS - rur V. . SGALE 1'=20. 1' I I E _ u W ACTUAL T'm`. .. —9 j. IN) '*MEM wTOR a son DATE 07-13-18 FLORIDA R STEREO SU OR AND MAPPER -8I F.B. NOTES D.C. 84378-164748 DR. BY DEL DIR. P:\2018(83170) ORDER NO.164748-MIG FILE 84378 FORM R405-2017 OFFICE COPY RESIDENTIAL ENERGY CONSERVATION CODE DOCUMENTATION CHECKLIST Florida Department of Business and Professional Regulation Simulated Performance Alternative (Performance) Method Applications for compliance with the 2017 Florida Building Code, Energy Conservation via the residential Simulated Performance Method shall include: ❑ This checklist ❑ A Form R405 report that documents that the Proposed Design complies with Section R405.3 of the Florida Energy Code. This form shall include a summary page indicating home address, e-ratio and the pass or fail status along with summary areas and types of components, whether the home was simulated as a worst-case orientation, name and version of the compliance software tool, name of individual completing the compliance report(one page) and an input summary checklist that can be used for field verification (usually four pages/may be greater). ❑ Energy Performance Level(EPL) Display Card(one page) O HVAC system sizing and selection based on ACCA Manual S or per exceptions provided in Section R403.7 ❑ Mandatory Requirements (five pages) Required prior to CO for the Performance Method: ❑ Air Barrier and Insulation Inspection Component Criteria checklist(Table R402.4.1.1 - one page) O A completed Envelope Leakage Test Report(usually one page) O If Form R405 duct leakage type indicates anything other than "default leakage", then a completed Form R405 Duct Leakage Test Report(usually one page) 10/22/2018 9:58:24 PM EnergyGauge®USA 6.0.02-FlaRes2017 FBC 6th Edition(2017)Compliant Software Page 1 of 1 OFFICE COPY FORM R405-2017 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Ronbarger Addition Builder Name: Street: 66 Forrestal Cir S Permit Office: Atlantic Beach City,State,Zip: Atlantic Beach,FL, Permit Number: Owner: Jurisdiction: 261100 Design Location: FL,MAYPORT_NS County: Duval(Florida Climate Zone 2) 1. New construction or existing Addition 9. Wall Types (505.9 sqft.) Insulation Area 2. Single family or multiple family Single-family a.Frame Wood,Exterior R=11.0 341.64 ft2 b.Concrete Block-Int Insul,Exterior R=4.9 164.25 ft2 3. Number of units, if multiple family 1 c. N/A R= ft2 4. Number of Bedrooms(Bedrms In Addition) 1(1) d. N/A R= ft2 5. Is this a worst case? No 10.Ceiling Types (445.0 sqft.) Insulation Area a. Under Attic(Vented) R=30.0 445.00 ft2 6. Conditioned floor area above grade(ft2) 445 b.N/A R= ft2 Conditioned floor area below grade(ft2) 0 c. N/A R= ft2 11.Ducts R ft2 7. Windows(62.2 sqft.) Description Area a.Sup:Attic,Ret:Attic,AH:Addition 6 57.85 a. U-Factor: Dbl,U=0.40 62.24 ft2 SHGC: SHGC=0.25 b. U-Factor N/A ft2 12.Cooling systems kBtu/hr Efficiency SHGC: a.Central Unit 34.6 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 32.8 HSPF:8.20 SHGC: Area Weighted Average Overhang Depth: 1.333 ft. Area Weighted Average SHGC: 0.250 14. Hot water systems -None required /A 8. Floor Types (445.0 sqft.) Insulation Area a. Cap: EF:0.000000 a.Slab-On-Grade Edge Insulation R=0.0 445.00 ft2 b. Conservation features b.N/A R= ft2 c.N/A R= ft2 15.Credits Pstat Total Proposed Modified Loads: 14.14 PASS Glass/Floor Area: 0.140 Total Baseline Loads: 14.18 I hereby certify that the plans and specifications covered by Review of the plans and .,»*O�THE sTgl ,,.... this calculation are in compliance with the Florida Energy specifications covered by this ,�� v �► ' _ O .. Code. Apt,w is &_ calculation indicates compliance :�'� ;, =...-4i.,,,,,,. �:. with the Florida Energy Code. „ , /..e"% O - , PREPARED BY: Before construction is completed DATE: 10/22/8 -_.._ this building will be inspected for t P.: A compliance with Section 553.908 's * a I hereby certify that this building, as designed, is in compliance Florida Statutes. 'a,,<r. - with the Florida Energy Code. OD wE .<• OWNER/AGENT' i , 1 r BUILDING OFFICIAL: al DATE: _ 10- ' . DATE: I/ /- / p- b - Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory-sealed in accordance with R403.3.2.1. -Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and this project requires an envelope leakage test report with envelope leakage no greater than 7.00 ACH50(R402.4.1.2). 10/22/2018 9:58 PM EnergyGauge®USA Section R405.4.1 Compliant Software Page 1 of 4 FORM R405-2017 INPUT SUMMARY CHECKLIST REPORT PROJECT Title: Ronbarger Addition Bedrooms: 1 Address Type: Street Address Building Type: User Conditioned Area: 445 Lot# Owner Name: Total Stories: 1 Block/Subdivision: #of Units: 1 Worst Case: No PlatBook: Builder Name: Rotate Angle: 0 Street: 66 Forrestal Cir S Permit Office: Atlantic Beach Cross Ventilation: County: Duval Jurisdiction: 261100 Whole House Fan: City,State,Zip: Atlantic Beach, Family Type: Single-family FL, New/Existing: Addition Comment: CLIMATE Design Temp int Design Temp Heating Design Daily Temp Design Location TMY Site 97.5% 2.5% Winter Summer Degree Days Moisture Range FL,MAYPORT_NS FL_MAYPORT_NS 39 90 70 75 1037 61 Medium BLOCKS Number Name Area Volume 1 Blockl 445 3248.5 SPACES Number Name Area Volume Kitchen Occupants Bedrooms Infil ID Finished Cooled Heated 1 Addition 445 3248.5 No 1 1 1 Yes Yes Yes FLOORS # Floor Type Space Perimeter R-Value Area Tile Wood Carpet 1 Slab-On-Grade Edge Insulation Addition 69.3 ft 0 445 ft2 _-- 0 0 1 ROOF Roof Gable Roof Solar SA Emitt Emitt Deck Pitch V # Type Materials Area Area Color Absor. Tested Tested Insul. (deg) 1 Gable or shed Composition shingles 459 ft2 56 ft2 Medium 0.6 No 0.3 No 0 14 ATTIC V # Type Ventilation Vent Ratio(1 in) Area RBS IRCC 1 Full attic Vented 300 445 ft2 N N CEILING ✓ # Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Under Attic(Vented) Addition 30 Blown 445 ft2 0.11 Wood 10/22/2018 9:58 PM EnergyGauge®USA Section R405.4.1 Compliant Software Page 2 of 4 FORM R405-2017 INPUT SUMMARY CHECKLIST REPORT WALLS Adjacent Cavity Width Height Sheathing Framing Solar Below # Omt To Wall Type Space R-Value Ft In Ft In Area R-Value Fraction Abcor Grarte% 1 W Exterior Concrete Block-Int Insul Addition 4.9 3.5 7.3 25.6 ft' 0 0.170000 0 2 S Exterior Concrete Block-Int Insul Addition 4.9 19 7.3 138.7 ft' 0 0.170000 0 3 E Exterior Frame-Wood Addition 11 28.5 7.3 208.1 ft2 0.05 0.170000 0 4 N Exterior Frame-Wood Addition 11 18.3 7.3 133.6 ft' 0.05 0.170000 0 WINDOWS Orientation shown is the entered,Proposed orientation. / Walt Overhang V # Omt ID Frame Panes NFRC U-Factor SHGC Imp Area Depth Separation Int Shade Screening 1 S 2 Vinyl Low-E Double Yes 0.4 0.25 N 24.4 ft' 1 ft 4 in 1 ft 0 in None None 2 S 2 Vinyl Low-E Double Yes 0.4 0.25 N 12.6 ft2 1 ft 4 in 1 ft 0 in None None 3 E 3 Vinyl Low-E Double Yes 0.4 0.25 N 25.2 ft2 1 ft 4 in 1 ft 0 in None None INFILTRATION # Scope Method SLA CFM 50 ELA EqLA ACH ACH 50 1 Wholehouse Proposed ACH(50) .000325 379 20.81 39.13 .2414 7 HEATING SYSTEM V # System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump/Replaceme None HSPF:8.2 32.8 kBtu/hr 1 sys#1 COOLING SYSTEM V # System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit/Replacement for w None SEER: 14 34.6 kBtu/hr 1038 cfm 0.75 1 sys#1 SOLAR HOT WATER SYSTEM VFSEC Collector Storage Cert # Company Name System Model# Collector Model# Area Volume FEF ft2 DUCTS / -Supply-- --Return--- Air CFM 25 CFM25 HVAC# V # Location R-Value Area Location Area Leakage Type Handler TOT OUT QN RLF Heat Cool 1 Attic 6 57.85 ft2 Attic 22.25 ft' Default Leakage Addition (Default)c(Default)c 1 1 10/22/2018 9:58 PM EnergyGauge®USA Section R405.4.1 Compliant Software Page 3 of 4 FORM R405-2017 INPUT SUMMARY CHECKLIST REPORT TEMPERATURES Programable Thermostat: Y Ceiling Fans: CoolingJan Feb [[ 1]Mar A r M Jun Jul Au X S Oct Nov Dec HeatinX Jan X Feb (X]Mar 'Apr 1 May Jun rI Jul Aug , Sep ' ' Oct Nov X]Dec Venting . ,Jan Feb [[))CC))Mar X Apr [ May Jun Jul Aug ' ,Sep ;X,Oct Nov , Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling(WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling(WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating(WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating(WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 MASS Mass Type Area Thickness Furniture Fraction Space Default(8 lbs/sq.ft. 0 ft2 0 ft 0.3 Addition 10/22/2018 9:58 PM EnergyGauge®USA Section R405.4.1 Compliant Software Page 4 of 4 2017 EPL DISPLAY CARD ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* =100 The lower the Energy Performance Index, the more efficient the home. 1. New home or, addition 1. Addition 12. Ducts, location&insulation level a) Supply ducts R 6.0 2. Single-family or multiple-family 2. Single-family b) Return ducts R 6.0 c) AHU location Attic/Attic 3. No. of units (if multiple-family) 3. 1 4. Number of bedrooms 4. 1 13. Cooling system: Capacity 34.6 a)Split system SEER 5. Is this a worst case?(yes/no) 5. No b) Single package SEER c) Ground/water source SEER/COP 6.Conditioned floor area(sq.ft.) 6. 445 d) Room unit/PTAC EER e) Other 14.0 7. Windows, type and area a) U-factor:(weighted average) 7a. 0.400 b) Solar Heat Gain Coefficient(SHGC) 7b. 0.250 14. Heating system: Capacity 32.8 c)Area 7c. 62.2 a) Split system heat pump HSPF b) Single package heat pump HSPF 8. Skylights c) Electric resistance COP a) U-factor:(weighted average) 8a. NA d) Gas furnace, natural gas AFUE b) Solar Heat Gain Coefficient(SHGC) 8b. NA e) Gas furnace, LPG AFUE f) Other 8.20 9. Floor type, insulation level: a) Slab-on-grade(R-value) 9a. 0.0 b)Wood, raised (R-value) 9b. 15. Water heating system c) Concrete, raised(R-value) 9c. a) Electric resistance EF b) Gas fired, natural gas EF 10. Wall type and insulation: c) Gas fired, LPG EF A. Exterior: d) Solar system with tank EF 1. Wood frame(Insulation R-value) 10A1. 11.0 e) Dedicated heat pump with tank EF 2. Masonry(Insulation R-value) 10A2. 4.9 f) Heat recovery unit HeatRec% B.Adjacent: g) Other 1.Wood frame(Insulation R-value) 10B1. 2. Masonry(Insulation R-value) 10B2. 16. HVAC credits claimed (Performance Method) 11. Ceiling type and insulation level a) Ceiling fans a) Under attic 11a. 30.0 b) Cross ventilation No b) Single assembly 11b. c)Whole house fan No c) Knee walls/skylight walls 11c. d) Multizone cooling credit d) Radiant barrier installed 11d. No e) Multizone heating credit f) Programmable thermostat Yes *Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. I certify that this home has co • ied with the Florida Building Code, Energy Conservation,through the above energy saving features which will c8 -be� lied (or exceeded) in this home before final inspection. Otherwise, a new EPL display card will be corn. ir• :sed on '. tailed code compliant features. IIIIIrvik ,i, ) Qlb Builder Signatur-.: Is_ Date: i D'Zq{ Address of New Home: 66 Forrestal Cir S City/FL Zip: Atlantic Beach, FL 10/22/2018 9:58:38 PM EnergyGauge®USA 6.0.02-FlaRes2017 FBC 6th Edition(2017)Compliant Software Page 1 of 1 Florida Building Code, Energy Conservation, 6th Edition (2017) Mandatory Requirements for Residential Performance, Prescriptive and ERI Methods ADDRESS: 66 Forrestal Cir S Permit Number: Atlantic Beach. FL MANDATORY REQUIREMENTS See individual code sections for full details. ✓ SECTION R401 GENERAL 0 R401.3 Energy Performance Level(EPL)display card(Mandatoryghe building official shall require that an energy performance level(EPL)display card be completed and certified by the builder to be accurate and correct before final approval of the building for occupancy.Florida law(Section 553.9085, Florida Statutes)requires the EPL display card to be included as an addendum to each sales contract for both presold and nonpresold residential buildings. The EPL display card contains information indicating the energy performance level and efficiencies of components installed in a dwelling unit.The building official shall verify that the EPL display card completed and signed by the builder accurately reflects the plans and specifications submitted to demonstrate code compliance for the building.A copy of the EPL display card can be found in Appendix RD. R402.4 Air leakage(Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of Sections R402.4.1 through R402.4.5. Exception: Dwelling units of R-2 Occupancies and multiple attached single family dwellings shall be permitted to comply with Section C402.5. R402.4.1 Building thermal envelditabuilding thermal envelope shall comply with Sections R402.4.1.1 and R402.4.1.2.The sealing methods between dissimilar materials shall allow for differential expansion and contraction. R402.4.1.1 InstallationThe components of the building thermal envelope as listed in Table R402.4.1.1 shall be installed in accordance with the manufacturer's instructions and the criteria listed in Table R402.4.1.1,as applicable to the method of construction.Where required by the code official,an approved third party shall inspect all components and verify compliance. R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate not exceeding seven air changes per hour in Climate Zones 1 and 2,and three air changes per hour in Climate Zones 3 through 8.Testing shall be conducted in accordance with ANSI/RESNET/ICC 380 and reported at a pressure of 0.2 inch w.g.(50 pascals).Testing shall be conducted by either individuals as defined in Section 553.993(5)or(7),Florida Statutes,or individuals licensed as set forth in Section 489.105(3)(f),(g)or(i)or an approved third party.A written report of the results of the test shall be signed by the party conducting the test and provided to the code official.Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. Exception: Testing is not required for additions,alterations, renovations,or repairs,of the building thermal envelope of existing buildings in which the new construction is less than 85 percent of the building thermal envelope. During testing: 1.Exterior windows and doors,fireplace and stove doors shall be closed,but not sealed,beyond the intended weatherstripping or other infiltration control measures. 2.Dampers including exhaust,intake,makeup air,backdraft and flue dampers shall be closed.but not sealed beyond intended infiltration control measures. 3. Interior doors,if installed at the time of the test,shall be open. 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed. 5. Heating and cooling systems,if installed at the time of the test,shall be turned off. 6.Supply and return registers,if installed at the time of the test,shall be fully open. EJR402.4.2 Fireplaces. New wood-buming fireplaces shall have tight-fitting flue dampers or doors,and outdoor combustion air.Where using tight-fitting doors on factory-built fireplaces listed and labeled in accordance with UL 127,the doors shall be tested and listed for the fireplace. Where using tight-fitting doors on masonry fireplaces,the doors shall be listed and labeled in accordance with UL 907. 0 R402.4.3 Fenestration air IeakagONindows,skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 cfm per square foot(1.5 L/s/m2),and swinging doors no more than 0.5 cfm per square foot(2.6 Lis/m2),when tested according to NFRC 400 or AAMA/ WDMA/CSA 101/I.S.2/A440 by an accredited,independent laboratory and listed and labeled by the manufacturer. Exception: Site-built windows,skylights and doors. 10/22/2018 9:58 PM EnergyGauge®USA -FBC 6th Edition(2017) Compliant Software Page 1 of 5 MANDATORY REQUIREMENTS - (Continued) 0 R402.4.4 Rooms containing fuel-burning appliances.In Climate Zones 3 through 8 where open combustion air ducts provide combustion air to open combustion fuel burning appliances,the appliances and combustion air opening shall be located outside the building thermal envelope or enclosed in a room, isolated from inside the thermal envelope.Such rooms shall be sealed and insulated in accordance with the envelope requirements of Table R402.1.2,where the walls,floors and ceilings shall meet not less than the basement wall R-value requirement.The door into the room shall be fully gasketed and any water lines and ducts in the room insulated in accordance with Section R403.The combustion air duct shall be insulated where it passes through conditioned space to a minimum of R-8. Exceptions: 1. Direct vent appliances with both intake and exhaust pipes installed continuous to the outside. 2. Fireplaces and stoves complying with Section R402.4.2 and Section R1006 of the Florida Building Code.Residential. R402.4.5 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage between conditioned and unconditioned spaces.All recessed luminaires shall be IC-rated and labeled as having an air leakage rate not more than 2.0 cfm(0.944 Us)when tested in accordance with ASTM E283 at a 1.57 psf(75 Pa)pressure differential.All recessed luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. SECTION R403 SYSTEMS R403.1 Controls. • R403.1.1 Thermostat provision(Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. O R403.1.3 Heat pump supplementary heat(Mandatory). Heat pumps having supplementary electric-resistance heat shall have controls that, except during defrost,prevent supplemental heat operation when the heat pump compressor can meet the heating load. • R403.3.2 Sealing(Mandatory) All ducts,air handlers,filter boxes and building cavities that form the primary air containment passageways for air distribution systems shall be considered ducts or plenum chambers,shall be constructed and sealed in accordance with Section C403.2.9.2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria below. Duct tightness shall be verified by testing in accordance with ANSI/RESNET/ICC 380 by either individuals as defined in Section 553.993(5)or(7), Florida Statutes,or individuals licensed as set forth in Section 489.105(3)(f),(g)or(i),Florida Statutes,to be"substantially leak free"in accordance with Section R403.3.3. R403.3.2.1 Sealed air handler. Air handlers shall have a manufacturer's designation for an air leakage of no more than 2 percent of the design airflow rate when tested in accordance with ASHRAE 193. R403.3.3 Duct testing(Mandatory).Ducts shall be pressure tested to determine air leakage by one of the following methods: 1. Rough-in test: Total leakage shall be measured with a pressure differential of 0.1 inch w.g.(25 Pa)across the system, including the manuf< handler enclosure if installed at the time of the test.All registers shall be taped or otherwise sealed during the test. 2. Postconstruction test:Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 Pa)across the entire system,including the manufacturer's air handler enclosure. Registers shall be taped or otherwise sealed during the test. Exceptions: 1. A duct air leakage test shall not be required where the ducts and air handlers are located entirely within the building thermal envelope. 2. Duct testing is not mandatory for buildings complying by Section 405 of this code. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. ❑R403.3.5 Building cavities(Mandatory). Building framing cavities shall not be used as ducts or plenums. In R403.4 Mechanical system piping insulation(Mandatory). Mechanical system piping capable of carrying fluids above 105°F(41°C)or below 55°F(13°C)shall be insulated to a minimum of R-3. R403.4.1 Protection of piping insulation. Piping insulation exposed to weather shall be protected from damage, including that caused by sunlight, moisture,equipment maintenance and wind,and shall provide shielding from solar radiation that can cause degradation of the material. Adhesive tape shall not be permitted. R403.5.1 Heated water circulation and temperature maintenance systems(Mandatory) eated water circulation systems shall be in accordance with Section 8403.5.1.1.Heat trace temperature maintenance systems shall be in accordance with Section R403.5.1.2.Automatic controls,temperature sensors and pumps shall be accessible.Manual controls shall be readily accessible. R403.5.1.1 Circulation systems. Heated water circulation systems shall be provided with a circulation pump.The system return pipe shall be a dedicated return pipe or a cold water supply pipe. Gravity and thermosiphon circulation systems shall be prohibited. Controls for circulating hot water system pumps shall start the pump based on the identification of a demand for hot water within the occupancy.The controls shall automatically turn off the pump when the water in the circulation loop is at the desired temperature and when there is no demand for hot water. R403.5.1.2 Heat trace systems.Electric heat trace systems shall comply with IEEE 515.1 or UL 515.Controls for such systems shall automatically adjust the energy input to the heat tracing to maintain the desired water temperature in the piping in accordance with the times when heated water is used in the occupancy. 10/22/2018 9:58 PM EnergyGauge®USA -FBC 6th Edition(2017)Compliant Software Page 2 of 5 MANDATORY REQUIREMENTS - (Continued) a R403.5.5 Heat traps(Mandatory). Storage water heaters not equipped with integral heat traps and having vertical pipe risers shall have heat traps installed on both the inlets and outlets. External heat traps shall consist of either a commercially available heat trap or a downward and upward bend of at least 3'/2 inches(89 mm)in the hot water distribution line and cold water line located as close as possible to the storage tank. R403.5.6 Water heater efficiencies(Mandatory). R403.5.6.1.1 Automatic controls. Service water-heating systems shall be equipped with automatic temperature controls capable of adjustment from the lowest to the highest acceptable temperature settings for the intended use.The minimum temperature setting range shall be from 100°F to 140°F(38°C to 60°C). ❑ R403.5.6.1.2 Shut down. A separate switch or a clearly marked circuit breaker shall be provided to permit the power supplied to electric service systems to be turned off.A separate valve shall be provided to permit the energy supplied to the main burner(s)of combustion types of service water-heating systems to be turned off. R403.5.6.2 Water-heating equipment. Water-heating equipment installed in residential units shall meet the minimum efficiencies of Table C404.2 in Chapter 4 of the Florida Building Code,Energy Conservation,Commercial Provisions,for the type of equipment installed.Equipment used to provide heating functions as part of a combination system shall satisfy all stated requirements for the appropriate water-heating category. Solar water heaters shall meet the criteria of Section R403.5.6.2.1. R403.5.6.2.1 Solar water-heating systems. Solar systems for domestic hot water production are rated by the annual solar energy factor of the system.The solar energy factor of a system shall be determined from the Florida Solar Energy Center Directory of Certified Solar Systems.Solar collectors shall be tested in accordance with ISO Standard 9806,Test Methods for Solar Collectors,and SRCC Standard TM-1,Solar Domestic Hot Water System and Component Test Protocol.Collectors in installed solar water-heating systems should meet the following criteria: 1. Be installed with a tilt angle between 10 degrees and 40 degrees of the horizontal;and 2. Be installed at an orientation within 45 degrees of true south. R403.6 Mechanical ventilation(Mandatory). The building shall be provided with ventilation that meets the requirements of the Florida Building Code,Residential,or Florida Building Code,Mechanical,as applicable,or with other approved means of ventilation including: Natural, Infiltration or Mechanical means.Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating. R403.6.1 Whole-house mechanical ventilation system fan efficacy.When installed to function as a whole-house mechanical ventilation system,fans shall meet the efficacy requirements of Table R403.6.1. Exception: Where whole-house mechanical ventilation fans are integral to tested and listed HVAC equipment,they shall be powered by an electronically commutated motor. 8403.6.2 Ventilation air. Residential buildings designed to be operated at a positive indoor pressure or for mechanical ventilation shall meet the following criteria: 1. The design air change per hour minimums for residential buildings in ASHRAE 62.2,Ventilation for Acceptable Indoor Air Quality,shall be the maximum rates allowed for residential applications. 2. No ventilation or air-conditioning system make-up air shall be provided to conditioned space from attics,crawlspaces, attached enclosed garages or outdoor spaces adjacent to swimming pools or spas. 3. If ventilation air is drawn from enclosed space(s),then the walls of the space(s)from which air is drawn shall be insulated to a minimum of R-11 and the ceiling shall be insulated to a minimum of R-19,space permitting,or R-10 otherwise. R403.7 Heating and cooling equipment(Mandatory). R403.7.1 Equipment sizing. Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on the equipment loads calculated in accordance with ACCA Manual J or other approved heating and cooling calculation methodologies,based on building loads for the directional orientation of the building.The manufacturer and model number of the outdoor and indoor units(if split system)shall be submitted along with the sensible and total cooling capacities at the design conditions described in Section R302.1. This Code does not allow designer safety factors,provisions for future expansion or other factors that affect equipment sizing.System sizing calculations shall not include loads created by local intermittent mechanical ventilation such as standard kitchen and bathroom exhaust systems. New or replacement heating and cooling equipment shall have an efficiency rating equal to or greater than the minimum required by federal law for the geographic location where the equipment is installed. TABLE R403.6.1 WHOLE-HOUSE MECHANICAL VENTILATION SYSTEM FAN EFFICACY FAN LOCATION AIRFLOW RATE MINIMUM MINIMUM EFFICACY a AIRFLOW RATE MAXIMUM (CFM) (CFM/WATT) (CFM) Range hoods Any 2.8 cfm/watt Any In-line fan Any 2.8 cfm/watt Any Bathroom,utility room 10 1.4 cfm/watt <90 Bathroom,utility room 90 2.8 cfm/watt Any For SI: 1 cfm=28.3 L/min. a. When tested in accordance with HVI Standard 916 10/22/2018 9:58 PM EnergyGauge®USA -FBC 6th Edition(2017) Compliant Software Page 3 of 5 MANDATORY REQUIREMENTS - (Continued) 0 R403.7.1.1 Cooling equipment capacity. Cooling only equipment shall be selected so that its total capacity is not less than the calculated total load but not more than 1.15 times greater than the total load calculated according to the procedure selected in Section 403.7,or the closest available size provided by the manufacturer's product lines.The corresponding latent capacity of the equipment shall not be less than the calculated latent load. The published value for AHRI total capacity is a nominal, rating-test value and shall not be used for equipment sizing.Manufacturer's expanded performance data shall be used to select cooling-only equipment.This selection shall be based on the outdoor design dry-bulb temperature for the load calculation(or entering water temperature for water-source equipment),the blower CFM provided by the expanded performance data,the design value for entering wet-bulb temperature and the design value for entering dry-bulb temperature. Design values for entering wet-bulb and dry-bulb temperatures shall be for the indoor dry bulb and relative humidity used for the load calculation and shall be adjusted for return side gains if the return duct(s)is installed in an unconditioned space. Exceptions: 1. Attached single-and multiple-family residential equipment sizing may be selected so that its cooling capacity is less than the calculated total sensible load but not less than 80 percent of that load. 2. When signed and sealed by a Florida-registered engineer,in attached single-and multiple-family units,the capacity of equipment may be sized in accordance with good design practice. R403.7.1.2 Heating equipment capacity. R403.7.1.2.1 Heat pumps. Heat pump sizing shall be based on the cooling requirements as calculated according to Section R403.7.1.1,and the heat pump total cooling capacity shall not be more than 1.15 times greater than the design cooling load even if the design heating load is 1.15 times greater than the design cooling load. CI R403.7.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design requirements calculated according to the procedure selected in Section R403,7.1. R403.7.1.2.3 Fossil fuel heating equipment. The capacity of fossil fuel heating equipment with natural draft atmospheric burners shall not be less than the design load calculated in accordance with Section R403.7.1. ❑ R403.7.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment capacity on an intermittent basis,such as anticipated additional loads caused by major entertainment events,shall have equipment sized or controlled to prevent continuous space cooling or heating within that space by one or more of the following options: 1. A separate cooling or heating system is utilized to provide cooling or heating to the major entertainment areas. 2. A variable capacity system sized for optimum performance during base load periods is utilized. R403.8 Systems serving multiple dwelling units(Mandatory). Systems serving multiple dwelling units shall comply with Sections 0403 and C404 of the IECC—Commercial Provisions in lieu of Section R403. • R403.9 Snow melt and Ice system controls(Mandatory)Snow-and ice-melting systems,supplied through energy service to the building,shall include automatic controls capable of shutting off the system when the pavement temperature is above 50°F(10°C),and no precipitation is falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40°F(4.8°C) O R403.10 Pools and permanent spa energy consumption(Mandatory). The energy consumption of pools and permanent spas shall be in accordance with Sections R403.10.1 through R403.10.5. R403.10.1 Heaters. The electric power to heaters shall be controlled by a readily accessible on-off switch that is an integral part of the heater mounted on the exterior of the heater,or external to and within 3 feet(914 mm)of the heater.Operation of such switch shall not change the setting of the heater thermostat.Such switches shall be in addition to a circuit breaker for the power to the heater. Gas-fired heaters shall not be equipped with continuously burning ignition pilots. R403.10.2 Time switches.Time switches or other control methods that can automatically turn off and on according to a preset schedule shall be installed for heaters and pump motors. Heaters and pump motors that have built-in time switches shall be in compliance with this section. Exceptions: 1. Where public health standards require 24-hour pump operation. 2. Pumps that operate solar-and waste-heat-recovery pool heating systems. 3. Where pumps are powered exclusively from on-site renewable generation. a R403.10.3 Covers. Outdoor heated swimming pools and outdoor permanent spas shall be equipped with a vapor-retardant cover on or at the water surface or a liquid cover or other means proven to reduce heat loss. Exception: Where more than 70 percent of the energy for heating.computed over an operation season,is from site-recovered energy, such as from a heat pump or solar energy source,covers or other vapor-retardant means shall not be required. Q R403.10.4 Gas-and oil-fired pool and spa heaters. All gas-and oil-fired pool and spa heaters shall have a minimum thermal efficiency of 82 percent for heaters manufactured on or after April 16,2013,when tested in accordance with ANSI Z 21.56.Pool heaters fired by natural or LP gas shall not have continuously burning pilot lights. 10/22/2018 9:58 PM EnergyGauge®USA -FBC 6th Edition(2017) Compliant Software Page 4 of 5 0 R403.10.5 Heat pump pool heaters. Heat pump pool heaters shall have a minimum COP of 4.0 when tested in accordance with AHRI 1160,Table 2,Standard Rating Conditions-Low Air Temperature.A test report from an independent laboratory is required to verify procedure compliance.Geothermal swimming pool heat pumps are not required to meet this standard. El R403.11 Portable spas(Mandatoryf)e energy consumption of electric-powered portable spas shall be controlled by the requirements of - APSP-14. SECTION R404 ELECTRICAL POWER AND LIGHTING SYSTEMS O R404.1 Lighting equipment(Mandatory). Not less than 75 percent of the lamps in permanently installed lighting fixtures shall be high-efficacy lamps or not less than 75 percent of the permanently installed lighting fixtures shall contain only high-efficacy lamps. Exception:Low-voltage fighting. R404.1.1 Lighting equipment(MandatoryFuel gas lighting systems shall not have continuously burning pilot lights. 10/22/2018 9:58 PM EnergyGauge®USA -FBC 6th Edition(2017) Compliant Software Page 5 of 5 2017 - AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Ronbarger Addition Builder Name: Street: 66 Forrestal Cir S Permit Office: Atlantic Beach City,State,Zip: Atlantic Beach,FL, Permit Number: v Owner: Jurisdiction: 261100 w Design Location: FL, MAYPORT_NS U COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA General A continuous air barrier shall be installed in the building envelope. Air-permeable insulation shall The exterior thermal envelope contains a continuous air barrier. not be used as a sealing material. requirements Breaks or joints in the air barrier shall be sealed. The air barrier in any dropped ceiling/soffit shall be aligned with the The insulation in any dropped ceiling/soffit Ceiling/attic insulation and any gaps in the air barrier shall be sealed. shall be aligned with the air barrier. Access openings,drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. Walls The junction of the foundation and sill plate shall be sealed. Cavities within corners and headers of frame walls The junction of the top plate and the top of exterior walls shall be sealed. shall be insulated by completely filling the cavity with a Knee walls shall be sealed. material having a thermal resistance of R-3 per inch minimum. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Windows,skylights The space between window/door jambs and framing,and and doors skylights and framing shall be sealed. Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated. Floors The air barrier shall be installed at any exposed edge of insulation. Floor framing cavity insulation shall be installed to (including maintain permanent contact with the underside of above-garage subfloor decking,or floor framing cavity insulation shall and cantilevered floors) be permitted to be in contact with the top side of sheathing,or continuous insulation installed on the underside of floor framing and extends from the bottom to the top of all perimeter floor framing members. Crawl space walls Exposed earth in unvented crawl spaces shall be covered with a Where provided instead of floor insulation.insulation Class I vapor retarder with overlapping joints taped. shall be permanently attached to the crawlspace walls. Shafts,penetrations Duct shafts, utility penetrations,and flue shafts opening to exterior or unconditioned space shall be sealed. Batts in narrow cavities shall be cut to fit,or narrow Narrow cavities cavities shall be filled by insulation that on installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned spaces. Recessed lighting Recessed light fixtures installed in the building thermal envelope shall Recessed light fixtures installed in the building be sealed to the drywall. thermal envelope shall be air tight and IC rated. Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls,or insulation that on installation readily conforms to available space shall extend behind piping and wiring. Shower/tub The air barrier installed at exterior walls adjacent to showers and Exterior walls adjacent to showers and tubs shall be on exterior wall tubs shall separate them from the showers and tubs. insulated. Electrical/phone box on The air barrier shall be installed behind electrical or communication exterior walls boxes or air-sealed boxes shall be installed. HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the sub-floor or drywall. Concealed When required to be sealed.concealed fire sprinklers shall only be sealed sprinklers in a manner that is recommended by the manufacturer.Caulking or other adhesive sealants shall not be used to fill voids between fire sprinkler cover plates and walls or ceilings. a. In addition, inspection of log walls shall be in accordance with the provisions of ICC-400. 10/22/2018 9:58 PM EnergyGauge®USA FBC 6th Edition(2017)Compliant Software Page 1 of 1 Envelope Leakage Test Report (Blower Door Test) Residential Prescriptive, Performance or ERI Method Compliance 2017 Florida Building Code, Energy Conservation, 6th Edition Jurisdiction: 261100 Permit#: Job Information Builder: Community: Lot: NA Address: 66 Forrestal Cir S City: Atlantic Beach State: FL Zip: Air Leakage Test Results Passing results must meet either the Performance, Prescriptive, or ERI Method OPRESCRIPTIVE METHOD-The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 7 air changes per hour at a pressure of 0.2 inch w.g.(50 Pascals)in Climate Zones 1 and 2. 0 PERFORMANCE or ERI METHOD-The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding the selected ACH(50)value,as shown on Form R405-2017(Performance)or R406-2017(ERI),section labeled as infiltration,sub-section ACH50. ACH(50)specified on Form 8405-2017-Energy Calc(Performance)or R406-2017(ERI): 7.000 x 60 _ 3249 = Method for calculating building volume: CFM(50) Building Volume ACH(50) Q Retrieved from architectural plans PASS •Code software calculated When ACH(50) is less than 3, Mechanical Ventilation installation Q Field measured and calculated must be verified by building department. R402.4.1.2 Testing.Testing shall be conducted in accordance with ANSI/RESNET/ICC 380 and reported at a pressure of 0.2 inch w.g.(50 Pascals). Testing shall be conducted by either individuals as defined in Section 553.993(5)or(7),Florida Statues.or individuals licensed as set forth in Section 489.105(3)(f),(g),or(i)or an approved third party.A written report of the results of the test shall be signed by the party conducting the test and provided to thecode official.Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing. 1. Exterior windows and doors,fireplace and stove doors shall be closed,but not sealed. beyond the intended weatherstripping or other infiltration control measures. 2.Dampers including exhaust, intake,makeup air.back draft and flue dampers shall be closed,but not sealed beyond intended infiltration control measures. 3. Interior doors, if installed at the time of the test.shall be open. 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed. 5.Heating and cooling systems, if installed at the time of the test,shall be turned off. 6.Supply and return registers,if installed at the time of the test,shall be fully open. Testing Company Company Name: Phone: I hereby verify that the above Air Leakage results are in accordance with the 2017 6th Edition Florida Building Code Energy Conservation requirements according to the compliance method selected above. Signature of Tester: Date of Test: Printed Name of Tester: License/Certification #: Issuing Authority: 10/22/2018 9:58:46 PM EnergyGauge®USA 6.0.02-FlaRes2017 FBC 6th Edition(2017)Compliant Software Page 1 of 1 li S Compliance Report Job: +�- wrightsoft ManualDate: 1011/18 Entire House By: M.Ellis Energy Design Systems, Inc.: 11727 Brady Rd, Jacksonville,FL 32223 Phone:904-268-3670 Far 904-268-3670 Email eds jpx@grnail corn, Project Information For: Ronbarger Residence 66 Forrestal Cir S,Atlantic Beach, FL Cooling Equipment Design Conditions Outdoor design DB: 94.4°F Sensible gain: 29740 Btuh Entering coil DB: 77.7°F Outdoor design WB: 77.4°F Latent gain: 3997 Btuh Entering coil WB: 63.9°F Indoor design DB: 75.0°F Total gain: 33736 Btuh Indoor RH: 50% Estimated airflow: 1153 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Amana Model: ASZ140361K*+ARUF37C14A*++TXV Actual airflow: 1153 cfm Sensible capacity: 28026 Btuh 94% of load Latent capacity: 6574 Btuh 164% of load Total capacity: 34600 Btuh 103% of load SHR: 81% Heating Equipment Design Conditions Outdoor design DB: 38.1°F Heat loss: 29553 Btuh Entering coil DB: 67.1°F Indoor design DB: 68.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Amana Model: ASZ140361K*+ARUF37C14A*++TXV Actual airflow: 1153 cfm Output capacity: 32800 Btuh 111% of load Capacity balance: 36 °F Supplemental heat required: 0 Btuh Economic balance: -99 °F Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 1153 cfm Output capacity: 9.0 kW 104% of load Temp. rise: 83 °F Meets are all requirements of AC CA Manual S. 2018-Oct-22 22:01:33 wrightsoft Right-Suite®Universal 2017 17.0.17 RSU17457 Page 1 ACCk arger Residence, 66 Forretal Cir S, All Bch rup Calc=MJ8 Front Door faces S ect Summary Job: 4 wrightsoft � Date: 10/1/18 Entire House By: M.Ellis Energy Design Systems.Inc., 11727 Brady Rd, Jacksonville. FL 32223 Phone.904-268-3670 Fax 904-268-3670 Email -, z: y, :, Pro'ect Information For: Ronbarger Residence 66 Forrestal Cir S, Atlantic Beach, FL Notes: New HVAC unit will service the whole house. Desi• n Information Weather: Mayport Ns, FL, US Winter Design Conditions Summer Design Conditions Outside db 38 °F Outside db 94 °F Inside db 68 °F Inside db 75 °F Design TD 30 °F Design TD 19 °F Daily range L Relative humidity 50 Moisture difference 50 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 23627 Btuh Structure 20928 Btuh Ducts 5926 Btuh Ducts 8812 Btuh Central vent (0 cfm) 0 Btuh Central vent (0 cfm) 0 Btuh (none) (none) Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 29553 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Infiltration Equipment sensible load 29740 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 1 (Average) Structure 2110 Btuh Ducts 1886 Btuh Central vent (0 cfm) 0 Btuh Heating Cooling (none) Area (ft') 1370 1370 Equipment latent load 3997 Btuh Volume (ft') 10001 10001 Air changes/hour 0.57 0.23 Equipment total load 33736 Btuh Equiv. AVF (cfm) 95 38 Req. total capacity at 0.82 SHR 3.0 ton Heating Equipment Summary Cooling Equipment Summary Make Amana Make Amana Trade AMANA Trade AMANA Model ASZ140361K* Cond ASZ140361K* AHRI ref 7996989 Coil ARUF37C14A*++TXV AHRI ref 7996989 Efficiency 8.2 HSPF Efficiency 11.5 EER, 14 SEER Heating input Sensible cooling 24220 Btuh Heating output 32800 Btuh @ 47°F Latent cooling 10380 Btuh Temperature rise 26 °F Total cooling 34600 Btuh Actual air flow 1153 cfm Actual air flow 1153 cfm Air flow factor 0.039 cfm/Btuh Air flow factor 0.039 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.88 Capacity balance point = 36 °F Backup: Input = 9 kW, Output = 30777 Btuh, 100 AFUE Calculations approved byACCA to meet all requirements of Manual J 8th Ed. _ 2018-Oct-22 22:01:33 wrightsoft Right-Suite®Universal 2017 17.0.17 RSU17457 Page 1 ACCP _.arger Residence, 66 Forretal Cir S,All Bch.rup Calc=M. Front Door faces: S N —.111 hift- 1 Sheet 1 Utility Room 1 Bath Kitchen 110 cfm 39 cfn 169 c m �� 4, Storage 6 170 cfm h.. 8" ■ Fr. r—� 6 8" 4"Master Bath 205 cfm 128 cfm Bed 1 Bed 2 Entry1214i1112 125 cfm xe 165 Master Ste \4' 174 101�ctm Job #: Scale: 1 : 92 Performed for: Page 1 Ronbarger Residence Exclusively for the use of: Right-Suite®Universal 2017 66 Forrestal Cir S Emergency Heating&Air Conditorrng 17.0.17 RSU17457 Atlantic Beach, FL 2018-Oct-22 22:04:00 66 Forretal Cir S,Atl Bch.rup +F+. wrightsoft Duct System Summary Date: Entire House By: Exclusively for the use of:, Emergency Heating&Air Conditioning Project Information For Ronbarger Residence 66 Forrestal Cir S,Atlantic Beach, FL Heating Cooling External static pressure 0.10 in H2O 0.10 in H2O Pressure losses 0 in H2O 0 in H2O Available static pressure 0.10 in H2O 0.10 in H2O Supply/return available pressure 0.050/ 0.050 in H2O 0.050/0.050 in H2O Lowest friction rate 0.077 in/100ft 0.077 in/100ft Actual air flow 1200 cfm 1200 cfm Total effective length (TEL) 130 ft Supply Branch Detail Table Design Htg I Clg (Design I Diam I H xW I Duct1 Actual I Ftg.Eqv Name (Btuh) (cfm) (cfm) FR (in) (in) Matl Ln (ft) Ln (ft) Trunk Bath c 928 39 39 0.130 5.0 Ox 0 VIFx 6.7 70.0 Bed 1-A h 4649 205 204 0.136 6.0 Ox 0 VIFx 3.6 70.0 Bed 2-A c 3041 124 128 0.134 7.0 Ox 0 VIFx 4.5 70.0 Kitchen y c 4047 1 1671 170 0.1251 8.01 Ox 0 1 VIFx { 9.8 { 70.0 Master Bath I h 28271 1251 122 0.0801 4.01 Ox 0 1 VIFx I 34.9 I 90.0 st1 Master Ste I c 39171 1611 165 0.0821 6.01 Ox 0 1 VIFx I 31.3 I 90.0 st1 Room1 I h 3841 1 1691 167 0.1331 6.01 Ox 0 1 VIFx I 5.4 I 70.0 Utility I h 25081 1101 108 0.0821 4.01 Ox 0 1 VIFx 32.1 90.0 st1 I wic I h 2286 I 1011 98 I 0.0771 4.0I Ox 0 I VIFx I 40.0 90.0 I st1 Supply Trunk Detail Table Trunk I Htg I Clg I Design I Veloc I Diam I H xW I Duct I I Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st1 Peak AVF 496 492 0.077 1421 8.0 0 x 0 VinlFlx Return Branch Detail Table I I Grille I Htg I Clg I TEL (Design I Veloc Diam I H x W I Stud/Joist I Duct I I Name Size (in) (cfm) (cfm) (ft) FR (fpm) (in) (in) Opening (in) Matl Trunk rb1 Ox 0 1200 1200 0 0 0 0 Ox 0 VIFx Bold/italic values have been manually overridden 2018-Oct-22 22:03:47 wrightsoft Right-Suite®Universal 2017 17.0.17 RSU17457 Page 1 ACCP, ...anger Residence,66 Forretal Cir S,All Bchrup Calc=MJ8 Front Door faces: S OFFICE COE PRODUCT APPROVAL INFORMATION SHEET FOR THE CITY OF ATLANTIC BEACH, FLORIDA (*REQUIRED) *Project Address: (1)(Q Gln (r` t <iJ C12_ Permit#: RE1A I sc2 - 00 a4 *Owner/Project Name: til ' 6 aq t ACiftirMifirk1S) fl, 11_0_, As required by Florida Statute 553.842 and Florida Administrative Code Rule 9B-72, please provide the information and product approval number(s)for the building components listed below as applicable to the building construction project for the permit number listed above. You should contact your product supplier if you do not know the product approval number for any of the applicable listed products. Information regarding statewide product approval may be obtained at:www.floridabuilding.org. Category/Subcategory Manufacturer Product Description Limitation of Use State# Local# A.EXTERIOR DOORS 1.Swinging 2.Sliding — ^-- - 3.Sectional 4.Garage Roll-Up 5.Automatic 6. Other B.WINDOWS Q 1.Single hung 117 ^ -�- , Oivxl s FL �1 11 1-1 2. Horizontal slider 3.Casement 4. Double hung 5. Fixed 6.Awning 7. Pass-through 8. Projected 9. Mullion 10. Wind breaker 11. Dual action 12.Other Page 1 of 4 Updated 10/17/18 Category/Subcategory Manufacturer Product Description Limitation of Use State# Local# C.PANEL WALL n} 1.Siding _ �� C 1 �C�ie ' iC _ l(.�U Fl--Fl-- \3\S 1 D 2.Soffits 3. EIFS 4.Storefronts 5.Curtain walls 6.Wall louvers 7.Glass block 8. Membrane 9.Greenhouse 10.Synthetic stucco 11. Other D. ROOFING PRODUCTS 1.Asphalt shingles 2. Underlayments 3. Roofing fasteners 4. Nonstructural metal roof 5. Built-up roofing 6. Modified bitumen Cklt 117eQd. -R\VCA\acike, i. �� PL.-4J,3_3-'{�10/1(�SI 7.Single ply roofing _ 8. Roofing tiles 9. Roofing insulation 10.Waterproofing 11.Wood shingles/shakes 12. Roofing slate 13. Liquid applied roofing 14.Cement-adhesive coats 15. Roof tile adhesive 16.Spray applied polyurethane roof 17. Other Page 2 of 4 Updated 10/17/18 Category/Subcategory Manufacturer Product Description Limitation of Use State# Local# E.SHUTTERS 1.Accordion 2. Bahama 3.Storm panels 4.Colonial 5. Roll-up 6. Equipment 7. Other F.STRUCTURAL COMPONENTS 1.Wood connector/anchor 2.Truss plates 3. Engineered lumber 4. Railing 5. Coolers-freezers 6. Concrete admixtures 7. Material 8. Insulation forms 9. Plastics 10. Deck-roof 11.Wall 12.Sheds 13. Other G.SKYLIGHTS 1.Skylight 2. Other H. NEW EXTERIOR ENVELOPE PRODUCTS 1. 2. Page 3 of 4 Updated 10/17/18 In addition to completing the above list of manufacturers, product description and State approval number for the products used on this project, the Contractor shall maintain on the job site and available to the Inspector, a legible copy of each manufacturer's printed specifications and installation instructions along with this Product Approval Sheet. I certify that this product approval list is true and correct to the best of my knowledge. I further certify that use of different components other than the ones listed in this document must be approved by the Building Official. 40015 *Contractor Name (Print Name)7706.0V7 T..- me4w-tlito3 *Contractor Signature: *Company Name: t__OUFJ p Co k)Sl ZIJcTl D SE�v 1c�s�N L *Mailing Address: Z((b0 .V *City: *State: *Zip Code: 3 ZZc_ *Telephone Number:C1) 521-43-74\ *E-mail Address: -P1)0b f� �}h-t `; 0914-'tG46t • N e t Cell Phone Number: CC:V;(4) S ZI —1-13a_a____Fax Number: N Page 4 of 4 Updated 10/17/18 NEMO I etc. Certificate of Authorization#32455 353 Christian Street, Unit#13 Oxford, CT 06478 (203) 262-9245 ENGINEER EVALUATE TEST CONSULT CERTIFY EVALUATION REPORT CertainTeed Corporation Evaluation Report 3520.03.04-R21 20 Moores Road FL2533-R20 Malvern, PA 19355 Date of Issuance:09/19/2005 (610)651-5847 Revision 21:06/20/2018 SCOPE: This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code. The product described herein has been evaluated for compliance with the 6th Edition (2017) Florida Building Code sections noted herein. DESCRIPTION: Flintlastic® Modified Bitumen Roof Systems LABELING: Labeling shall be in accordance with the requirements of the Accredited Quality Assurance Agency noted herein. CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes,the referenced Quality Assurance documentation changes,or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. of any changes to the product(s), the Quality Assurance or the production facility location(s). NEMO I etc. requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words "NEMO I etc. Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed,then it shall be done in its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages 1 through 6, plus a 57-page Appendix. Prepared by: . °yPt.2.,,,�P %��i�'•. p•,..•.,.a •�� ls Robert J.M. Nieminen, P.E. The facsimile seal appearing was authorized by Robert Florida Registration No.59166,Florida DCA ANE1983 '•�s a �+a`g ;c Nieminen,P.E.on 06/20/2018. This does not serve as an `�"• ,,,, electronically signed document. CERTIFICATION OF INDEPENDENCE: 1. NEMO ETC, LLC does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products it evaluates. 2. NEMO ETC,LLC is not owned,operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen, P.E.does not have nor will acquire,a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen, P.E. does not have, nor will acquire,a financial interest in any other entity involved in the approval process of the product. 5. This is a building code evaluation. Neither NEMO'etc. nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. i �y 1 i' �I '�t NEMO I etc. TABLE 1E-1: WOOD DECKS—NEW CONSTRUCTION OR REROOF(TEAR-OFF) SYSTEM TYPE E: NON-INSULATED,MECHANICALLY ATTACHED BASE SHEET,BONDED ROOF COVER System Deck Base Sheet Roof Cover(Note 14) MDP No. (Note 1) Base Fasteners Attach Ply Cap (psf) Glasbase;Flexiglas;Flintlastic Cap nails:1-inch diameter, Min.15/32-inch plywood /Empirecap lap (Optional)BP- Min.73 at Base 20;All Weather 0.032-inch thick metal with 6-inch o.c.at 4-inch and 6-inch o.c.at five SBS-AA or 585- AA,SBS-AA or -67.5 max 24-inch spans Base;Poly SMS Base;Ultra Poly 0.120-inch shank diameter, (5)equally spaced,staggered center rows TA SBS-TA SMS Base;Yosemite annular ring shank nails. Min.19/32-inch plywood at Glasbase;Flexiglas;Flintlastic 32 ga.,1-5/8-inch dia.tin caps BP-AA,SBS-AA, P yw 6-inch o.c.at 4-inch lap and 6-inch o.c.in four SBS-AA,SBS-TA W-74 Base 20;Poly SMS Base;Ultra with 11 ga.annular ring shank SBS-TA or APP- -82.5 max 24-inch spans (4),equally spaced,staggered center rows or APP-TA Poly SMS Base;Yosemite nails TA Glasbase;Flexiglas;Flintlastic (Optional)BP- Min.15/32-inch exterior grade Base 20;All Weather/Empire Simplex MAXX Cap 6-inch o.c.at 2-inch lap and 6-inch o.c.in two AA,SBS-AA,585- SBS-AA,SBS-TA 90.0 plywood at max.24-inch spans (2),equally spaced,staggered center rowsor APP-TA Base;Poly SMS Base;Yosemite TA or APP-TA W 76 Min.15/32-inch exterior grade Flintlastic APP Base T Simplex MAXX Cap6-inch o.c.at 2-inch lap and 6-inch o.c.in two (Optional)APP- W-76 at max.24-inch spansp APP-TA -90.0 plywood (2),equally spaced,staggered center rows TA Min.19/32-inch plywood at Glasbase;Flexiglas;Flintlastic 32 ga.,1-5/8-inch dia.tin caps BP-AA,SBS-AA, P yw 4-inch o.c.at 3-inch lap and 4-inch o.c.in four SBS-AA,585-TA W-77 Base 20;Poly SMS Base;Ultra with 11 ga.annular ring shank SBS-TA or APP- -105.0 max 24-inch spans Poly SMS Base;Yosemite nails (4),equally spaced,staggered center rows TA or APP-TA exterior grade Glasbase;Flexiglas;Flintlastic (Optional)BP- Min.15/32-inch W-78 Base 20;All Weather/Empire Simplex MAXX Cap 6-inch o.c.at 2-inch lap and 6-inch o.c.in three AA SBS-AA,SBS- SBS-AA,SBS-TA -105.0 plywood at max.24-inch spans (3),equally spaced,staggered center rows or APP-TA Base;Poly SMS Base;Yosemite TA or APP-TA Min.15/32-inch exterior grade Flintlastic APP Base T Simplex MAXX Cap 6-inch o.c.at 2-inch lap and 6-inch o.c.in three (Optional)APP- W-79 APP-TA 105.0 plywood at max.24-inch spans equally 3,e spaced,q y p aced,sta ggered center rows TA 10 NEMO ETC,LIC Evaluation Report 3520.03.04-R21 for FL2533-R20 f Certificate of Authorization#32455 6'EDITION(2017)FBC NON-HVHZ EVALUATION Revision 21:06/20/2018 Prepared by: Robert Nieminen,PE-59166 CertainTeed Flintlastic'Modified Bitumen Roof Systems;(610)651-5847 Appendix 1,Page 15 of 57 Table of Contents 2 Flintlastic® Modified Bitumen Products Quick Reference Charts 6 BUR (Built-Up Roofing) Products Quick Reference Charts 7 Accessory Products Quick Reference Charts 10 Material Handling and Storage Weather Precautions Roof Slope and Drainage 11 Substrate Preparation Base Sheet Application 12 Vapor Retarders Insulation 13 Re-Cover Considerations 17 Roof Relief Vents Proper Tools Proper Attire 18 Roof Layout 19 Basic Application: Flintlastic APP Modified Bitumen 22 Flashing Details: Flintlastic APP Modified Bitumen 30 Basic Application: Flintlastic SBS Modified Bitumen 33 Flashing Details: Flintlastic SBS Modified Bitumen 38 Basic Application: Flintlastic SA Modified Bitumen 45 Typical Construction Details (Flintlastic SA 2-Ply System) 50 Typical Construction Details (Flintlastic SA 3-Ply System) 52 Job Completion Safety Tips 58 Reference Tables 62 Flintlastic Application Specialist Questions What's in a Name? Each roll of CertainTeed Flintlastic Modified Bitumen has a 3-letter identification code in its name. Example: Flintlastic GTA 1 st letter designates surface, SMOOTH or GRANULAR 2nd letter designates application process, TORCH or MOP 3rd letter designates modifier, SBS or APP 1 Self-Adhering SBS Modified Bitumen Specifications Product Description Application Thickness Weight Coverage ASTM Method' (Typical) per Roll per Roll Reference SBS modified,extra-strength fiberglass reinforced 1.5mm Flintlastic SA NailBase anchor sheet designed for MF (60mi s) 82 lbs. 200 sq.ft. D4601,Type II self-adhering Flintlastic roof membranes SBS modified,extra-strength fiberglass reinforced 1.5mm D4601,Type II, Flintlasticu'SA PlyBase self-adhering base ply SA (60mils) 86 lbs. 200 sq.ft. 01970 designed for self-adhering Flintlastic root membranes SBS modified,heavy-duty fiberglass reinforced Flintlastic SA MidPly self-adhering base or inter SA 2.8mm 63 lbs. 100 sq.ft. 06163,Grade S. ply designed for self-adhering (110mi1s) Type I,D1970 Flintlastic roof membranes SBS modified,stress-resistant FlintlastiO SA Cap polyester reinforced SA 4.0mm 95 lbs. 100 sq.ft. D6164 Grade G, self-adhering cap membrane (160mils) Type I,D7505 with granule surface SBS modified,stress-resistant Flintlastica SA Cap polyester reinforced 4.0mm D6164.Grade G, CoolStar, cap membrane SA (160mils) 98 lbs. 100 sq.ft. Type I,07505 with reflective CoolStar granule surface SBS modified,fire-resistant heavy-duty fiberglass 06163,Grade G, 3.2mm Flintlaste SA Cap FR reinforced self-adhering SA (25m s) 88 lbs. 100 sq.ft. Type I,UL 2218 cap membrane with granule Class 4,D7530 surface SBS modified,fire-resistant, Flintlastic°9 SA Cap FR heavy-duty fiberglass 3.2mm D6163,Grade G, CoolStar reinforced self-adhering cap SA (125mi1s) 90 lbs. 100 sq.ft. Type I,UL 2218 membrane with reflective Class 4,D7530 CoolStar granule surface *Application Methods:MF=Mechanically Fastened/HA=Hot Asphalt/CA=Cold Asphalt/TA=Torch Applied/SA=Self-Adhering tSpecial run.Minimum order quantities may apply. 2 BUR (Built-Up Roofing) - Base Sheets Specifications Product Description Application Thickness Weight Coverage ASTM Method' (Typical) per Roll per Roll Reference Non-modified,extra-strength GlasbaseTM Base Sheet fiberglass reinforced base MF,HA,CA 1.Omm 75 lbs. 300 sq.ft. D4601,Type II, sheet (40mils) UL,Type G2 Non-modified,heavy-duty fiberglass reinforced base D3909,D4897, Yosemite Venting sheet with embossed 2.8mm Base Sheet channels for venting MF,HA (110mils) 84 lbs. 100 sq.ft. Type II,UL moisture,ideal for recover Type G3 applications BUR (Built-Up Roofing) - Interply Sheets Specifications Product Description Application Thickness Weight Coverage ASTM Method* (Typical) per Roll per Roll Reference Non-modified,extra-strength Flintglas Ply Sheet 0.6mm D2178,Type IV, fiberglass reinforced base HA 36 lbs. 500 sq.ft. Type 4 or inter ply (24mils) UL,Type G1 Premium,non-modified, Flintglas''Premium 0.8mm D2178,Type VI, PI Sheet T e 6 heavyweight fiberglass HA 36 lbs. 500 sq.ft. y yp reinforced base or inter ply (32mils) UL,Type Gt BUR (Built-Up Roofing) - Cap Sheets Specifications Product Description Application Thickness Weight Coverage ASTM Method* (Typical) per Roll per Roll Reference w Non-modified,extra-strength Flintglas MS 3.0mm D3909,UL Cap Sheet fiberglass reinforced cap HA,CA (120mi1s) 77 lbs. 100 sq.ft. Type G3 sheet with granule surface Non-modified,extra-strength Flintglasl'MS Cap Sheet fiberglass reinforced cap HA,CA 3.0mm 80 lbs. 100 sq.ft. D3909 Coolstar' sheet with reflective CoolStar (120miIs) granule surface Underlayments Specifications Product Description Application Thickness Weight Coverage ASTM Method* (Typical) per Roll per Roll Reference SBS modified,dimensionally All Weather/Empire' stable fiberglass reinforced MF,HA,CA "mm 70 lbs. 200 sq.ft. D4601,Type II Base Sheet base sheet,may be used as (50mils) tile underlayment High-temperature resistant, SBS modified,self-adhering, MetaLayment dimensionally stable SA 1.5mm 54 lbs. 200 sq.ft. D1970 fiberglass reinforced (60mils) underlayment for metal roofing •Application Methods:MF=Mechanically Fastened/HA=Hot Asphalt/CA=Cold Asphalt/TA=Torch Applied/SA=Selt-Adhering 6 Roofing Insulation and Coverboards Product Name Description Specifications FlintBoard*ISO Features a closed-cell polyiso core laminated to heavy,black(non-asphaltic), ASTM C1289,Type II fiber-reinforced felt facers FlintBoard®ISO-T Features a tapered design to promote positive drainage ASTM C1289,Type II FlintBoard,'ISO Cold Features a heavy-duty facer designed specifically for single ply,COLD applied ASTM C1289,Type II hybrid BUR and SBS modified bitumen roof systems FlintBoard'?ISO-T Cold Features a heavy-duty facer and a tapered design to promote positive ASTM C1289,Type II drainage FlintBoard"ISO Plus Composite roof insulation with foam core laminated to 1/2'perlite with a ASTM C1289,Type II fiber-reinforced felt facer or Type III FlintBoare ISO-T Plus Composite roof insulation with a tapered design to promote positive drainage ASTM C1289,Type II or Type III FlintBoard"ISO WF Composite roof insulation with foam core laminated to 1/2'high density ASTM C1289,Type IV wood fiberboard FlintBoardr ISO-T WF Composite roof insulation with a tapered design to promote positive drainage ASTM C1289,Type IV FlintBoard°ISO DD Composite roof insulation with foam core laminated to 1/4'DensDeck ASTM C1289,Type VII FlintBoardx ISO F Features a closed-cell polyiso core with tri-laminated foil facers on each side ASTM C1289,Type I FlintBoardn ISO NB Composite roof insulation with foam core laminated to 7/16'or 5/8'OSB, ASTM C1289,Type IV also available bonded to plywood FlintBoard�CV Cross-ventilating design specifically for use over sloped unventilated ASTM C1289,Type V roof decks FlintBoard? Pre-packaged in triangular sections only(not the entire cricket), Pre Cut Crickets each with a right angle to align with CertainTeed's standard 4'x 4' ASTM C1289,Type II tapered FlintBoard insulation panels Fasteners and Insulation Adhesives Product Name Description FlintFasta 112 Screws Features sharp drill point and tapered wedge entry;corrosion protection and back-out resistance,available in lengths from 1-5/8'to 8' FlintFastm#14 Heavy-duty drill point fasteners with tapered wedge entry;low-profile head,deep threads;available in lengths Heavy-Duty Screws from 1-1/2'to 12' FlintFast°#15 Engineered for lap attachment in higher wind uplift roof assemblies Extra Heavy-Duty Screws FlintFast'"3'Galvalume Concave,reinforced circular design with low profile,designed for outer perimeter strength with recess for Metal Insulation Plates screw head FlintFast SIPLD Screws SIP panel fastener,light-duty drill point for corrugated steel deck and wood applications Twin Loc Nail For base sheet and insulation attachment to lightweight insulating concrete,cementitious wood fiber,and poured gypsum roof decks FM Fasteners For base sheet attachment to lightweight insulating concrete,cementitious wood fiber,and poured gypsum roof decks Do-All Loc-Nails Shingle or base ply attachment to Loadmaster and Martin Fireproofing Deck Systems FlintFastp TB-75 ,075'thick aluminum termination bar,comes with sealant edge Termination Bar FlintFastQ9 TB-90 .090"thick aluminum termination bar;no sealant edge Termination Bar ZAMAC Nails Termination bar anchors Dow INSTA-STIKT"' Single component polyurethane adhesive designed to attach roof insulation to roof decks and substrates Adhesive ADCO Millenium One StepTM Foamable Adhesive One-step,foamable adhesive designed to attach roof insulation to roof decks and substrates 7 Material Handling and Storage • Store rolls upright on pallet in dry area. • Store indoors in a ventilated area. • Keep rolls protected from exposure to heat, sun, cold and moisture. • Do not double stack pallets. , *0 • Do not store rolls on their sides. • Use care in the handling of the rolls. • Do not overload the roof. Stagger the rolls across • the roof. Avoid excessive weight in a concentrated k area. Weather Precautions 0 1 Do not attempt application if weather conditions and substrate are not dry. Do not attempt application if ice, frost, moisture or snow is present. Rolls can be installed in cold weather if conditions are dry, the rolls have not been allowed to freeze and proper cold weather handling and storage procedures are followed. Store rolls in a heated area until just prior to use and do not proceed with installation if rolls have been allowed to freeze or weather conditions are unsuitable. In extremely warm weather, use caution when walking on freshly installed material to avoid "tracking" warm asphalt; when torch applying smooth APP membrane in very warm weather the installer may want to utilize a roll puller and work from front side of the roll (as is the standard torch method for SBS membranes) to avoid tracking. Roof Slope and Drainage The roof surface that is to receive the roof membrane shall have slope to water collection devices. A drainage calculation determining the quantity of water that will fall on the roof and how it is to be taken off the roof is a part of good roof design. Model building codes and good roofing practice have established a minimum slope for roofs at 1/4":12 running inches. Codes also recognize the challenges to meet this criterion in reroofing of existing buildings. All roof areas shall be designed and installed to drain without holding water on the roof surface. Water collection on the roof surface can be detrimental to the roof membrane and may void an existing warranty. Water should not pond in drain sumps or any other collection area that is covered in roof membrane. Limited and minor areas of ponding may be accepted by CertainTeed under the terms of the warranty; however, sacrificial surfacing may be required to maintain the warranty. 10 All roofs shall have an overflow system adjacent to drains or scuppers to collect and direct water off the roof should one or more water collection device fail. Overflows are required by most local building codes and should be incorporated into any roof design. Substrate Preparation All surfaces to which the Flintlastic modified bitumen is to be installed must be smooth, dry, free from dust or debris, free from settling or distortion, and free from cracks, knotholes, or other defects. Primer Concrete decks must be properly primed with suitable asphalt primer (meeting ASTM D-41) and the primer must be thoroughly dry. FlintPrime SA, water-based primer is recommended when installing self-adhering systems. Metal flashings must also be primed with a suitable asphalt primer for metal, and primer must be thoroughly dry and any solvents evaporated prior to application of membrane flashing. Base Sheet Application In new construction or re-roofing applications, an appropriate CertainTeed base sheet must be installed over the substrate. Unless otherwise specified, base sheet must be overlapped min. 4" at endlaps and 2" at sidelaps. For mechanical attachment of the base ply on insulated steel substrates, the base sheet at a minimum may be fastened with approved fasteners 12" o.c. on 4" side laps and 18" o.c. in two staggered rows in the field of the sheet 12" in from the edge. For nailable substrates, base sheet must be mechanically fastened in accordance with NRCA standards (fasteners placed every 9" o.c. at sidelaps and every 18" o.c. in two staggered rows in the field of the sheet; the two stag- gered rows are placed 12" from each sidelap). For non-nailable sur- faces, spot mopping with hot asphalt at the minimum rate of one 12" circle every 24" o.c. in all directions, using , ' appropriate type asphalt at the 11 minimum rate of 15 lbs. per square, is the standard spot mopping method. Refer to www.roofnay.com for specific information regarding Factory Mutual requirements, which may differ per individual specification. Refer also to the "Hot Asphalt Application" section on page 30 of this booklet. Vapor Retarders Refer to the General Recommendations Section of the CertainTeed Commercial Roof Systems manual for more information. Insulation All insulations require the use of appropriate base sheet between the insulation and the new roof system. Insulations must be installed in accordance with CertainTeed's instructions, local code and Factory Mutual requirements. In general, the following rigid board insulation types are acceptable for use under Flintlastic modified bitumen Roof Systems (consult CertainTeed for specific Factory Mutual requirements): Fiberglass or mineral wool Conforming to ASTM C726 (CGSB 51.31 M) Wood fiberboard Conforming to ASTM C2O8 (CGSB 51.26M) Perlite Conforming to ASTM C728 Extruded polystyrene* Conforming to ASTM C578-85-Type IV (CGSB SB-51 .20M Type 2-Type 4) Expanded polystyrene* Conforming to ASTM C578, Min. 1.1 Density (CGSB 51 .26M) Polyisocyanurate Conforming to ASTM 01289 Type II. *Expanded polystyrene and extruded polystyrene insulations require a coverboard prior to installation of base sheet. Additionally,taping of insulation joints maybe required.Refer to NRCA and CertainTeed requirements.CertainTeed self-adhered base sheets may be directly adhered to mechanically attached,fiber glass faced isocyanurate insulation such as FlintBoard ISO cold.Do not expose flammable or heat sensitive insulations to heat,solvents or flame. Multi-layer Insulation Applications To reduce thermal stress to the roof membrane, multi-layer applications are strongly recommended. Joints in the insulation layers should be staggered a minimum of 6" and joints should be tightly butted. Where mechanical fasteners are used, only the base layer should be mechanically attached. Subsequent layers should be installed in asphalt or adhesive. 12 The insulation or coverboard surface used for the installation of membrane shall be planar and free from debris. Any gaps shall be corrected prior to application of membrane. No insulation or coverboard panels should be less than 12" square when adhered or 24" square when mechanically attached. Mechanical Attachment All base insulation layers over steel deck shall be mechanically attached with sufficient fasteners and stress plates to meet the uplift requirements for the project. Fastener density shall be increased at perimeters and corners as required by code and the project requirements. At a minimum, fastener density shall be increased by 50% at the perimeters and 100% at the corners, providing there is no parapet with a height less than 36". Fasteners shall penetrate the top flange of the deck a minimum of 3/4". To ensure securement to the deck, fasteners shall be sized to penetrate the bottom flute by 3/4". Fasteners shall be fully seated but shall not be overdriven to damage the insulation or coverboard surface. Fasteners and stress plates shall be installed in compliance with the recommendations of both the fastener and insulation manufacturers. Where holes must be predrilled, such as gypsum and concrete, deck debris must be cleaned from the insulation surface prior to application of the roofing membrane. When projects are insured by or specified under the requirements of FM Global the requirements under the relevant RoofNav number and the related Loss Prevention Data Sheet shall be followed. For more information, visit www.roofnay.fmglobal.com/. CertainTeed provides a complete line of FlintBoard roof insulations and reserves the right to accept or reject another manufacturer's insulation as an acceptable substrate for attachment of a CertainTeed Commercial Roof System. CertainTeed Corp. does not warrant performance of another manufacturer's insulation unless such approval is granted in writing by CertainTeed in advance of installation. Recover Considerations A recover is the application of a new roof over an existing roof. If a roof installation is a recover, the existing roof assembly must be a suitable substrate for the application. Most codes limit recovers to one additional roof. An evaluation of the combined live and dead loads should be carried out by a structural engineer prior to any application over an existing roof. Loading requirements may have changed since the original roof application increasing the live load requirements due to historical snow loading data. The existing roof should be evaluated for moisture and for adhesion to the underlying substrate. Adhesion can be evaluation with either a vacuum test or bonded pull test as detailed in the FM Global Loss Prevention Data Sheet 1-52 or the vacuum test detailed in the ASTM E 9071. Moisture analysis can 'ASTM E 907:Standard Test Method for Field Uplift Resistance of Adhered Membrane Roofing Systems 13 be either nuclear, capacitance or infrared. All wet roofing materials must be removed prior to any recover. Should the existing roof be used as a bonding substrate, the surface must be properly prepared for the application of the new roof or insulating layer. Loose and large gravel shall be removed; blisters and splits shall be repaired and existing flashings should be removed to create a clean bonding surface for new elements. Where the new roof is mechanically attached to the underlying substrate, withdrawal resistance testing should be carried out to confirm the attachment values for each fastening point. Testing should be carried out in compliance with ANSI/SPRI FX-1-2006 or TAS 105. Copies of the test protocols are available from CertainTeed Technical Services. Fastener values should meet or exceed 325 lbf or the fastener density should be increased. The test data shall be evaluated by the roof designer of record for the evaluation of the fastening pattern. CertainTeed Technical Services can provide test data for a wide variety of system to assist in the evaluation. Areas of ponding shall be corrected prior to the installation of a recover roof. Fillers designed to fill low spots should be used to correct these conditions. For a list of available products, please contact CertainTeed Technical Services. It is the responsibility of the designer of record, and/or building owner to determine whether an existing roof is structurally sound, firmly attached, dry and suitable for recover. CertainTeed Technical Services can provide additional warranty information for specific recover projects. Preparation and Field Conditions The following requirements shall be used in conjunction with good roofing practices to qualify a new assembly for the NDL Limited Warranty or the Limited Product Warranty Program: 1. Deck shall be dry, structurally sound and suitable for the application of the roof assembly. 2. Parapet walls, perimeter edges, equipment and load bearing supports, platforms, curbs, etc., shall be structurally sound and suitable for the application of the flashings and terminations. 3. Existing roof assemblies should be evaluated to determine if additional expansion or control joints are needed. Visual observations of wall cracks, membrane splits and materials out of plane are indicators of such conditions. 4. The designer of record should evaluate combined live and dead loads to insure the recover roof assembly meet current code criteria and sound engineering practice. 14 5. Existing plywood decking shall have adequate bearing or support of end joints. In recover applications, remediation of the joints can only be achieved from the underside of the deck. 6. All recover roofs shall have positive drainage as defined on page 9. 7. Existing roof insulation shall be dry and firmly attached. Where existing insulation is found to have insufficient attachment, attachment of the existing system shall be enhanced. 8. Existing roof system shall be compatible with new roof system. 9. Existing membrane shall be dry and clean with all surface defects corrected. 10. Existing roof surfacing with 1/2" or larger aggregate surfacing shall be torn off or spudded to provide a smooth surface. Notwithstanding the gravel sizing, all loose gravel shall be swept from the existing roof surface. 11. Remove existing metal gravel stops and other termination flashings and replace with new metal to meet current code. Flashing metals shall be corrosion resistant and shall not be thinner than 24 ga. 12. Existing counterflashings, copings, dunnage protectors, protective caps and other flashing metals designed to protect the roof shall be replaced where unsuitable for reuse. New metals shall be corrosion resistant and shall not be less than 24 ga. 13. Remove all clamping rings from drains and clean to bare metal. Damaged drain components shall be discarded and replaced with new. When in good condition, clamping rings may be saved for reuse. All bolts shall be replaced with new, preferably formed from non-ferrous materials. Stripped bolt holes shall be drilled and tapped. All drains shall be fully secured to the deck with under deck clamps or other factory supplied clamping systems. 14. All abandoned and non-functioning equipment shall be removed. Any resulting deck opening shall be blocked and closed with appropriate decking. 15. Flashing heights shall be a minimum of 8" from the surface of the roof membrane. Where flashing terminations may be subjected to snow cover, the flashing shall be sealed. 16. Base and wall flashing shall be removed to create a sound surface for the installation of new flashings. 17. All roof penetrations require all new flashings in compliance with current CertainTeed detailing. 15 18. Equipment vibration shall be corrected. 19. Masonry surfaces above flashings shall be tuck-pointed and sealed. All horizontal masonry surfaces above the roof membrane shall be adequately protected from weather. 20. All pipes and condensation line supports shall be properly supported with factory supplied pipe supports or pressure treated woodblocking. All supports shall have a protection layer of not less than one layer of Flintlastic modified bitumen membrane. The support shall be designed to allow for pipe movement and shall not be secured through the roof membrane. 21 . Condensation lines shall be formed from ultraviolet light resistant materials and shall terminate at drains or scuppers. Condensate shall not run on the roof surface. 22. The practice of installing only a part of a total roof assembly, known as phasing, can be harmful to the finished roof assembly. CertainTeed will not warrant phased applications. NOTE: Substrates with two or more existing membranes are not eligible for a CertainTeed Warranty. Extended warranties require new construction and/or complete tear-off. Application Over an Existing Membrane After preparing and priming the existing membrane surface spot mop with type III or type IV asphalt, forming 12" circles spaced 24" o.c., and install a Yosemite Venting Base Sheet with side laps of 2" and end laps of 6". Asphalt quantity shall be 15 lbs. per square, or greater, depending on the roughness of the existing membrane surface. Granules and grooves shall be facing down. Alternatively, mechanically attach a Yosemite Venting Base Sheet with minimum #12 diameter roofing fasteners and 3" stress plates to meet the design uplift criteria. At a minimum, mechanical attachment shall be placed 12" o.c. on a 3" lap and two staggered rows in the center of the sheet spaced 18" o.c. Insulation shall be solid mopped to buffer sheet. Alternate base sheets may be approved on a job-by-job basis. Contact CertainTeed Technical Services with project data for consideration of alternate base sheets. Rigid insulation may be applied directly to an existing built-up membrane providing the surface has been properly prepared; there is adequate attachment of the existing roof assembly to resist design and/or code require loads and the deck has been adequately leveled to provide full adhesion of the maximum 4' x 4' insulation boards. An initial glaze coat of asphalt can fill minor variations in the deck surface and provide a more suitable surface for the application of rigid insulation board. 16 Roof Relief Vents If roof relief vents are deemed appropriate they should be of a suitable type with minimum 4" flange and weather resistant hood, spaced 20' from roof edge perimeter and every 40' o.c. thereafter. Proper Tools • To the professional roofer, the importance of proper tools is understood. However, �a here's a brief recap of the ideal tools for applying Flintlastic modified bitumen: or 1 • For torch applications, a U.L. listed torch designed specifically for the /4100 application of modified bitumen ' membrane with U.L. listed high-pressure r ,d- op is, hose, and U.L. listed regulator. Use an appropriate length field torch for applying the field roof membrane, and a "detail" torch for accomplishing flashing details. • Propane tank with pressure gauge. • At least one ABC type fire extinguisher, fully charged (min. 20 lbs.) per each operating torch and the appropriate number of fire extinguishers at the kettle area if hot asphalt is used. • For hot asphalt applications, appropriate asphalt heating, handling and application equipment. Mop size should be not less than 32 ounces. • For self-adhering applications, 18" wide, 2"- 4" diameter industrial steel roller for pressing membrane into place; long-handled (standing) roller with 1/8" -1/4" nap for applying primer (1/8" nap for smooth surfaces, 1/4" nap for more porous surfaces); caulk gun for applying beads of FlintBond adhesive; hand-held hot air welding gun such as the Leister Triac- (110 volt power required) or Primus Sievert PNS-4- Hot Air Kit; seam probing tool to check for small voids. • A roofer's hooked blade knife (the hooked blade is ideal for cutting the membrane). • A roofer's trowel with beveled edges and rounded tip (allows smoothing of details without cutting or marking the membrane); trowels that allow adequate room between the roofer's gloved fingers and the warm membrane are the best. Proper Attire • Long pants and long sleeved shirts. 17 • Leather work shoes with synthetic or smooth leather soles. • Leather work gloves that adequately shield the wrist area. Refer also to the "Safety" section on page 53 for information regarding proper work attire. Roof Layout As with most types of roof installations, Flintlastic modified bitumen roof installation begins at the low point of the roof with successive rolls installed so that no laps are against the flow of water. When membrane is applied with hot asphalt, where roof slope is 1" per foot or less, sidelaps are installed perpendicular to the direction of the roof slope. In situations where the roof slope exceeds 1" per foot, rolls are installed with the sidelaps running parallel to the slope direction. APP modified membranes can be installed with sidelaps perpendicular to the slope where roof slope is 2" per foot or less (over 2" install sidelaps parallel to roof slope direction). Additionally, where roof slope exceeds 1" per foot for SBS modified and self-adhering membranes or 2" per foot for APP modified "back-nailing" of membrane is required. Refer to the General Recommendations section of the CertainTeed Commercial Roof Systems Manual for back-nailing guidelines. Endlaps are to be staggered. In multi-ply applications, membrane sidelaps must also be staggered. 4"Eedv 54414.41 Etxttaps S149 961#0 MI 3 art t' 39 lie 39 lie' t°a tSt++f • �^—0.ne ,..FasttcasStsC....., `^^Fig ttastrc Modthe€Y `--Sacs, FkatlABt<Madtpod ,. ., i€rts pty Sr+... Brannen CAD ShOlgt St,- 8rturrer+Cap Sheet In multi-ply systems, stagger sidelaps from Stagger field sidelaps from interply and base sheet sidelaps base sheet sidelaps Warning: Flintlastic Modified Bitumen application may require the use of hot asphalt and/or an open flame roofing torch. Improper application practices may cause physical injury to the applicator or damage to the property. Refer to the current CertainTeed Commercial Roof Systems Manual for further information. 18 Nailer spacing: see details below Nailer ';',r �/ both sides �,� Ne r / Ridgefps 1 Nailer timed» ; • Proper torching procedure involves passing the torch flame in an "L" pattern across the coiled portion of the roll and up the sidelap area. As subsequent rolls are installed, heat is applied both to the roll and the exposed laps of the membrane being overlapped onto. As it is heated, the roll becomes shiny and the polyethylene film melts away. Adequate heat is confirmed when a uniform flow of melted bitumen compound flows evenly in a 1/4" -1/2" uniform bead that oozes from the applied membrane's edges. Be sure to heat the entire roll evenly, not just the lap areas, with extra concentration at the laps. Once at the end of the roll, re-roll the untorched half, pulling back to beyond the starting point as much as possible, and repeat the torching procedure. dv, i E 8), • ,. , 3" 'fes - .< ,-,- Sidelap , . N. � 1, jS \,. Uniform Bitumen Flow 1/4" - 1/2" Proper torching, In an "L" pattern, assures uniform 1/4"-1/2"compound and flow at laps and adequate heat across the coil Trim the lower outside corner of the roll at an angle as shown. Overlap subsequent rolls 3" at sidelaps (or as specified, min. 3") and 6" at end laps. Sidelap lines are generally indicated for the applicators' convenience. 20 .C' a a .0e,.."." "-, ,... ~,,...,\ 3" Sidelap CSt 4t' Overlap Flintlastic STA sidelaps a minimum of 3' Trim the upper outside corner of the subsequent rolls as shown. All trimmed corners will be covered with the subsequent rolls. r'` *S,-: .., ..."- -9' ,, c5� ✓ _ f ✓ ,,r .2,,,,,,,----- --- ✓ ,r CC+ '4ri> �� cam. � ,� Endlap cuts are made at an angle as shown 21 It is critical (especially at the lap areas) to apply adequate heat to both the membrane being installed and the area of membrane being overlapped onto. Granuled APP membranes require treatment of the underlying lap granules by heating and removal or heating and pressing to insure a proper end lap weld. A warm trowel should be used to check laps for an adequate seal. Any unbonded areas must be lifted and retorched. Do not attempt to reseal by torching the top surface of the membrane. Flashing Details: Flintlastic APP Modified Bitumen Flashing details are accomplished using cut pieces of Flintlastic APP modified bitumen in combination with appropriate prefabricated flashing components. The same sidelap and endlap rules apply to flashing details as to field membrane. Examples of typical flashing details are as follows: laaa couni !u�eaut } 'stal Parapet Wall Triprr*rtlh CaulkI N Noncombustible cant strip must c47T'c"*"*' be installed at the base of the ('hnSfa +c A4xkirad 84umon • parapet wall. Field membrane Cau Sheet Seal lc f:r1x t*h plies must extend a minimum of mow 'wd 2" beyond the top of the cant strip. a,tn, , t For nailable walls, appropriate M.Kont y Wa base sheet must also cover " parapet wall and extend to the top ,,.st-a of cant strip. Base sheet extends (la` shmat over the top of parapet and is &"`a' "teed aeki Mernbettr, mechanically fastened. Parapet wall flashing membrane Concrete wall with metal counterflashing (Flintlastic APP modified bitumen) not exceeding roll width must 3. '"F - extend to the outside edge of the 4.Cats Sh.r. parapet wall if coping is used, or a minimum of 8" above the top3.asse Sheet. a& of the cant strip if termination bar comae- flaming and counterfiashing are installed, Wood and a minimum of 4" onto the completed field membrane. t.sale Sneer taaa cam slot* 2.Cuttuittont r4r4 M«nara. Wood parapet wall with metal coping 22 Florida Building Code Online 9/25/18,2:13 PM FLORIOA DQPARTMHNT OF • • i/ Business & Professional Regulation !/ ir - .. :0I i5IONS BC IS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications Contact Us SCIS Site Map Links bØr Product Approval USER:Public User • Product Approval Menu>product or Application Search>Application List ►OFFICE OF THE SECRETARY Search Criteria Refine . Code Version 2017 FL# ALL Application Type ALL Product Manufacturer James Hardie Building Products, Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model, Number or Name ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL Search Results-Applications ELS. nag Manufacturer Validated By Status FL10477-R7 Revision James Hardie Building Products, Inc. John Southard, P.E. Approved History Category: Panel Walls (352) 367-2526 1 Subcategory: Siding FL13192-R5 Revision I James Hardie Building Products, Inc. John Southard, P.E. Approved Jiistory- Category: Panel Walls (352) 367-2526 Subcategory: Siding FL13223-R4 Revision James Hardie Building Products, Inc. John Southard, P.E. Approved History Category: Panel Walls (352) 367-2526 Subcategory: Siding FL13265-R3 Revision James Hardie Building Products, Inc. John Southard, P.E. Approved ' History Category: Panel Walls (352) 367-2526 Subcategory: Soffits FL19901-R2 Revision James Hardie Building Products, Inc. John Southard, P.E. Approved History 1Category: Panel Walls (352) 367-2526 i Subcategory: Siding ;Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Contact US:: 2601 Blair Stone Road,Tallahassee FL 32399 phone:850-487-1824 The State of Florida is an AA/EEO employer.Coovriaht 2007-2013 State of Florida :: Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send el mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395. *Pursuant to Sect 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if the one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supp personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under C 455,F.S.,please click here. Product Approval Accepts: EN WEE rill https://www.floridabuilding.org/pr/pr_app_Ist.aspx Page 1 of 2 -Florida Building Code Online 9/25/18,2:13 PM Credit Card Safe securityM ETR I t https://www.floridabuilding.org/pr/pr_app_Ist.aspx Page 2 of 2 Florida Building Code Online 11/20/18,2:25 PM -...f FLmMOA CIMPThINT OP Business & Professional Regulation r. naw =Mr, sit Division BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications Contact Us BCIS Site Map Links dbprProduApproval — USER:Pct ublic User Product Approval Menu>Product or Application Search>Application List>Application Detail I,OFFICE OF THE FL# FL13192-R5 SeDilETARY Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer James Hardie Building Products, Inc. Address/Phone/Email 26300 La Alameda Ste. 250 Mission Viejo, CA 92691 (909) 349-2927 pingsheng.zhu@jameshardie.com Authorized Signature Pingsheng Zhu pingsheng.zhu@jameshardie.com Technical Representative Pingsheng Zhu Address/Phone/Email 10901 Elm Ave. Fontana, CA 92337 (909) 349-2927 pingsheng.zhu@jameshardie.com Quality Assurance Representative Pingsheng Zhu Address/Phone/Email 10901 Elm Ave. Fontana, CA 92337 (909) 349-2927 pingsheng.zhu@jameshardie.com Category Panel Walls Subcategory Siding Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed I Professional Engineer Evaluation Report- Hardcopy Received Florida Engineer or Architect Name who developed Ronald I. Ogawa the Evaluation Report Florida License PE-24121 Quality Assurance Entity Intertek Testing Services NA, Inc. - QA Entity Quality Assurance Contract Expiration Date 12/31/2020 Validated By John Southard, P.E. Validation Checklist- Hardcopy Received https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtsk%2bGnUu47ogxmaHRnHIIDSL7Rnc9n14NP2iZim2vOrA%3d%3d Page 1 of 4 Florida Building Code Online 11/20/18, 2:25 PM Certificate of Independence FL13192_R5_COI RIO - Certificate of Independence,pdf Referenced Standard and Year (of Standard) Standard Year ASTM C1186 2007 ASTM E330 2002 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL13192 R5 RIO-2692B-17 ASTM C1186 equivalency.pdf Sections from the Code Product Approval Method Method 1 Option D Date Submitted 08/09/2017 Date Validated 08/25/2017 Date Pending FBC Approval 08/28/2017 Date Approved 10/10/2017 Summary of Products FL# Model,Number or Name Description 13192.1 Cemplank Lap Siding fiber-cement lap siding Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL13192 R5 II_CemPlank-Installation.pdf Approved for use outside HVHZ: Yes FL13192 R5 II ER RIO-2683-17 Plank Wood Metal Impact Resistant: N/A Frame.pdf Design Pressure: N/A FL13192 R5_II ER RIO-2687-17 Plank Shingle to CMU.i Other: For use in HVHZ install in accordance with NOA 17- FL13192 R5 II ER RIO-2688-17 Plank WSP Sheathing_i 0406.06 FL13192 R5 II NOA 17-0406.06.pdf Verified By: Ronald I. Ogawa 24121 Created by Independent Third Party: No Evaluation Reports FL13192 R5 AE ER RIO-2683-17 Plank Wood Metal Frame.pdf FL13192 R5 AE ER RIO-2687-17 Plank Shingle to CMU. FL13192 R5 AE ER RIO-2688-17 Plank WSP Sheathing, FL13192_R5_AE NOA 17-0406.06.01 Created by Independent Third Party: Yes 13192.2 HardiePlank Lap Siding fiber-cement lap siding Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL13192 R5_II_ER RIO-2683-17 Plank Wood Metal Approved for use outside HVHZ: Yes Frame.pdf Impact Resistant: N/A FL13192 R5 II ER RIO-2687-17 Plank Shingle to CMU.i , Design Pressure: N/A FL13192 R5 II ER RIO-2688-17 Plank WSP Sheathing_i Other: For use in HVHZ install in accordance with NOA 17- FL13192 R5 II HardiePlank-Installation.pdf •0406.06 FL13192 R5 LNOA 17-0406.06.pdf Verified By: Ronald I. Ogawa 24121 Created by Independent Third Party: No Evaluation Reports FL13192 R5 A5 ER RIO-2683-17 Plank Wood Metal Frame.pdf FL13192 R5 ER RIO 2687 17 Plank Shingle to CMU. FL13192 R5 .A ER RIO-2688-17 Plank WSP Sheathing, FL13192_R5 AE NOA 17-0406.06.odf https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtsk%2bGnUu47ogxmaHRnHIIDSL7Rnc9n14NP2iZim2vOrA%3d%3d Page 2 of 4 Florida Building Code Online 11/20/18, 2:25 PM Created by Independent Third Party: Yes 13192.3 1 HardieShingle Individual Shingles fiber-cement individual dadding shingles Limits of Use Installation Instructions Approved for use in HVHZ: No FL13192_R5 II ER RIO-2685-17 Shingle Wood Metal Approved for use outside HVHZ: Yes Frame.pdf Impact Resistant: N/A FL13192 R5 II_HardieShingle-Installation.pdf Design Pressure: N/A Verified By: Ronald I. Ogawa 24121 Other: Created by Independent Third Party: No Evaluation Reports FL13192115 AE ER RIO-2685-17 Shingle Wood Metal Frame.pdf Created by Independent Third Party: Yes 13192.4 HardieShingle Panel fiber-cement notched shingle panels(straight edge, stag edge, half round edge) Limits of Use Installation Instructions Approved for use in HVHZ: No FL13192 R5 II ER RIO-2685-17 Shingle Wood Metal Approved for use outside HVHZ: Yes Frame.pdf Impact Resistant: N/A FL13192_R5 II ER RIO-2687-17 Plank Shingle to CMU.[ Design Pressure: N/A FL13192 R5 II HardieShingle-Installation.pdf Other: Verified By: Ronald I. Ogawa 24121 Created by Independent Third Party: No Evaluation Reports FL13192 R5 AE ER RIO-2685-17 Shingle Wood Metal Frame.pdf FL13192 R5 AE ER RIO-2687-17 Plank Shingle to CMU. Created by Independent Third Party: Yes 13192.5 Prevail Lap Siding fiber-cement lap siding Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL13192_R5 II ER RIO-2683-17 Plank Wood Metal Approved for use outside HVHZ: Yes Frame.pdf Impact Resistant: N/A FL13192 R5 II ER RIO-2687-17 Plank Shingle to CMU.[ Design Pressure: N/A FL13192 R5 II ER RIO-2688-17 Plank WSP Sheathinq_l Other: For use in HVHZ install in accordance with NOA 17- FL13192RSII NOA 17-0406.06.2_df 0406.06 FL13192 115 II Prevail-Lap-Siding--Installation.pdf Verified By: Ronald I. Ogawa 24121 Created by Independent Third Party: No Evaluation Reports FL13192 R5 AE ER RIO-2683-17 Plank Wood Metal Frame.pdf FL13192_R5_AE_ER RIO-2687-17 Plank Shingle to CMU FL13192_R5_AE ER RIO-2688-17 Plank WSP Sheathing FL13192 R5 AE NOA 17-0406.06.pdf Created by Independent Third Party: Yes Contact Us:: 2601 Blair Stone Road Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida. :: Privacy Statement::Accessibility Statement:: Refund Statemen Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send el mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Sect 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if the one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supe personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under 455,F.S.,please click here; Product Approval Accepts: ® ® .resEl https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtsk%2bGnUu47ogxmaHRnHIIDSL7Rnc9n14NP2iZim2vOrA%3d%3d Page 3 of 4 Florida Building Code Online 11/20/18,2:25 PM Credit Card Safe ,ftU It\ .1i lt.l� • https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtsk%2bGnUu47ogxmaHRnHIIDSL7Rnc9n14NP2iZim2vOrA%3d%3d Page 4 of 4 Q� N0) N ^� O O -j m z2'` V N N= !�P y`SF.8Z0� Cn (n Lo ,0(-)o n Q Z*IZ �- m Ld F- N Q L a3¢ v W Z o Q0 -F -F= Z (n � Q �awW F— Ld Z 0 LLI 00 ELI 0) 3: — L 0 O Q 5 r\ = N Z Z p O P > Li w Of O Ld 0 z W oN 0_3 z 0 m DLLJ 02: w 0 V) a_ d N O w Z Z J W O z O :D r41P Z 0 =z F-- N O W O OU m Z N mow= 0 < O Q ULLjQ O H N QOc) w OK O � ~ J L o waj w zLd a m K w O L,ow F=- z � Fa? 7o -oz O W o tz �O 3 w oaw m M g W m of Lo :2 o ata Z Q Q } La m� U > Q N W m F z)n In W d N W = = Z F F O z Zyo (QjO� w I►►II► �� 2 I►►►I► o QUO Cf wZ Oil 0 ` = 2O K O y W Z N N w w� w3O�N zona ' r w S �aJZQm - L ( Z °w w ? co - Cc, '$ co m y w m ZN o `� zzaw W �Z D Ld `_" o i o vi'l'e laJ_ vs V)wQ - N� \ 0 a p >O?¢c� �Ka� w o� p0 of wo !Ez ¢c9 w wQZ Oct 0= F - 0o I NwWN -j t/f a V)LU N (if o~ww O >�w xz 3z1-0 O W p wwX Q Z D W O x� ^ J�Oo� > LT � z D N LLJ C j N > ONO Ni mQ 20 O OIyy� Q2Zm N N F O LL', � =z o o=CK� ��' vOw C) =ww-d oQ Ly a a o ! c� al z W W Q W} O CL 101: UZ�m F- c7 M zo J �'cr W Ln a- =OZw O Zg v / F-NQIn d N 0 0w �~ w�= -- 4- Z U O_ < r1c O N Z� 0 0� 0 o LdO Z z u� W YO z0� UW w zZwWOPV:LLJ 2 N� M w z y gzaa11 Z—000z.QQU¢owwoo NUFz §rZ--Zs Zit'NU z�Iz�zzzzw Q 'poll zz�aw� nApun enpnuppnennn � i tici�y�^OpF a.a as ao:am�,-,zzimn:wl- Js� w > x o i 3 Q J w w w W a o z z J 1 KSazQ Nj W O »uwi zz ooh oJS��'-o W =? z OO�o��KpU¢KUCaK V K ¢ 3 A p e p II II A II II II A A p p II A p p N OZ 0 0 N M m 0 O. 0 z LI F - z_ K a m