The URL can be used to link to this page

1251 SELVA MARINA CIR - NEW FAMILY PERMIT 6' '* CITY OF ATLANTIC BEACH ?nom r s> 800 SEMINOLE ROAD J� ATLANTIC BEACH, FL 32233 ' -f;; 9a aINSPECTION PHONE LINE 247-5814 RESIDENTIAL - NEW SINGLE FAMILY RESIDENCE MUST CALL BY 4PM FOR NEXT DAY INSPECTION: 247-5814 PERMIT INFORMATION: PERMIT NO: RES17-0138 Description: new single-family home Estimated Value: 674331.5 Issue Date: Expiration Date: PROPERTY ADDRESS: Address: 1251 SELVA MARINA CIR RE Number: 171913 0000 PROPERTY OWNER: Name: BUDNICK TODD S Address: 370 12TH ST ATLANTIC BEACH, FL 32233-5437 GENERAL CONTRACTOR INFORMATION: Name: Address: Phone: Name: EASTERN SHORES CONSTRUCTION Address: 1015 ATLANTIC BLVD #240 ATLANTIC BEACH, FL 32233 Phone: PERMIT INFORMATION: Please see attached conditions of approval. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOU PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. * A notice of Commencement is only required for work exceeding an estimated value of $2,500. For HVAC work, a Notice of Commencement is only required when HVAC work exceeds and estimated value of$7,500. Sir �� ' Permit Conditions o City of Atlantic Beach Permit Number: RES17-0138 Description: new single-family home Applied:8/15/2017 Approved: 10/4/2017 Site Address: 1251 SELVA MARINA CIR Issued: Finaled: City,State Zip Code:Atlantic Beach, Fl 32233 Status:APPROVED Applicant:<NONE> Parent Permit: Owner: BUDNICK TODD S Parent Project: Contractor: <NONE> Details: LIST OF CONDITIONS SEQ NO ADDED DATE REQUIRED DATE SATISFY DATE TYPE STATUS DEPARTMENT CONTACT REMARKS 1 8/17/2017 UNDERGROUND WATER SEWER INFORMATIONAL UTILITIES PUBLIC UTILITIES Kayle Moore Notes: Avoid damage to underground water and sewer utilities. Verify vertical and horizontal location of utilities. Hand dig if necessary. If field coordination is needed,call 247-5834. 2 8/17/2017 METER BOX SEWER CLEAN OUT INFORMATIONAL PUBLIC UTILITIES Kayle Moore Notes: Ensure all meter boxes,sewer cleanouts and valve covers are set to grade and visible. 3 8/17/2017 RT1 SEWER CLEANOUT INFORMATIONAL PUBLIC UTILITIES Kayle Moore Notes: A sewer cleanout must be installed at the property line. Cleanout must be covered with an RT1 concrete box with metal lid. Cleanout to be set to grade and visible. 4 8/17/2017 UTILITY MAP INFORMATIONAL • PUBLIC UTILITIES Kayle Moore Notes: See attached Utility Map. 5 8/17/2017 DISCONNECT AND CAP INFORMATIONAL PUBLIC UTILITIES Kayle Moore Notes: Disconnect and cap water and sewer lines. Printed:Tuesday, 10 October, 2017 1 of 3 4=? I �� Permit Conditions t. iii City of Atlantic Beach j ,a 6 10/2/2017 DRIVEWAY APRON INFORMATIONAL PUBLIC WORKS Scott Williams Notes: All concrete driveway aprons must be 5"thick,4000 psi,with fibermesh from edge of pavement to the property line. Reinforcing rods or mesh are not allowed in the right-of-way. (Commercial driveways-6"thick). 7 10/2/2017 EROSION CONTROL INSTALLATION INFORMATIONAL II PUBLIC WORKS Scott Williams I I Notes: Full erosion control measures must be installed and approved prior to beginning any earth disturbing activities. Contact the Inspection Line(247- 5814)to request an Erosion and Sediment Control Inspection prior to start of construction. 8 10/2/2017 ON SITE RUNOFF INFORMATIONAL PUBLIC WORKS Scott Williams Notes: All runoff must remain on-site during construction. 9 10/2/2017 POST CONSTRUCTION TOPO INFORMATIONAL SURVEY PUBLIC WORKS Scott Williams Notes: If on-site storage is required,a post construction topographic survey documenting proper construction will be required. All water runoff must go to retention area and retention overflow must run to street. 10 10/2/2017 ROLL OFF CONTAINER INFORMATIONAL PUBLIC WORKS Scott Williams Notes: Roll off container company must be on City approved list(Advanced Disposal,Realco Recycling,Shapell's,Inc.,Republic Services). Container cannot be placed on City right-of-way. 11 10/2/2017 RIGHT OF WAY RESTORATION INFORMATIONAL PUBLIC WORKS Scott Williams Notes: Full right-of-way restoration,including sod,is required. 12 10/2/2017 RUNOFF INFORMATIONAL PUBLIC WORKS Scott Williams Notes: All runoff must remain on-site. Cannot raise lot elevation. 13 10/2/2017 MAXIMUM DRIVEWAY INFORMATIONAL PUBLIC WORKS Scott Williams Notes: Maximum driveway width within the City right-of-way is 20'. Printed:Tuesday, 10 October,2017 2 of 3 • U''Jr.4. �Y Permit Conditions City of Atlantic Beach 14 10/2/2017 REVISION INFORMATIONAL PUBLIC WORKS Scott Williams Notes: Any plan change must be submitted as a Revision to the Building Department. / . Printed:Tuesday, 10 October,2017 3 of 3 �, City of Atlantic Beach APPLICATION NUMBER (4LL\J\JP. s ( / Building Department (To be assigned by the Building Department.) 800 Seminole Road /. SI' - C� Zr-e Atlantic Beach, Florida 32233-5445 l I !� Phone(904)247-5826 • Fax(904)247-5845 Pa o;i1�a E-mail: building-dept@coab.us Date routed: L' '( � City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: I a\S \ ,SQ t)c k(a.i c \W C-c( Department review required Y✓ No ng) ✓ Buildi G Applicant: � Sk Q i n 5 h LA Q C-�'r'-�k 1�.LIt `,-) Planning &Zoni j `" Tree Administrator Project: i\ w St nbk e -- a_ (Y\<<y T b A(_ (—Public Works �y jjp Ufiliiies3 Public Safety Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection Florida Dept. of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: ❑Approved. enied. ❑Not applicable (Circle one.) Comments: BUILDING PLAN 1 1G &ZONINGReviewed by: {fin Date: .a c'/2 TREE ADMIN. Second Review: ❑Approved as revised. [enied. ❑Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: /1\()''/1\()'' p Date: ( 1 '/ /7 FIRE SERVICES 1 bird Rev' FiApproved as revised. ❑Denied. ❑Not applicable Comments: Reviewed by: r / ' n Date:(1148''1 7 Revised 05/19/2017 3 . CITY OF ATLANTIC BEACH AOFFICE COPY 800 Seminole Road Atlantic Beach,Florida 32233 =`f ,a REVISION REQUEST/CORRECTIONS TO PLAN REVIEW COMMENTS Date.0? Revision to Issued Permit Corrections to Comments ✓ Permit# - 013e Project Address 'ZS 1 S dJG 4,„ K.. art.. (,`, Contractor/Contact Name IL 7 -V-3" Q Geo uro.? LAL ^ .. Phone 1 Email \ _;"Q,e-Ck Description of Proposed Revision/Corrections: Permit Fee Due $ 00 lk 4-L.. 64• l ^`.,1 _ �-� a,. C Additional Increase in Building Value $ Additional S.F. qt1By signin elow, I W C affirm the Revision is inclusive of the proposed changes. (printed name) ig3 k-24 Sign re of Contractor/Agent(Contractor must sign if increase in valuation) Date (Office Use Only) Approved Denied Not Applicable to Department Revisio Ian Review Comment ihkec 4x- 2 Ra pti t o ,th4 I47 p iv 5/0 p ,r -'o vrna l ve%) o/117 # 1 copal- Department o y•Department Review Required: Buildin• Planning & Zoning J Reviewed By Tree • • •r Public Works Public Utilities 9•/�/ / '7 Public Safety Date Fire Services s�-�J`1 j-%r, ICITY OF ATLANTIC BEACH Jj \ 800 Seminole Road `' r SEP 1 5 2017 Atlantic Beach, Florida 32233 \ ''..t.op.1_„,J)',-. , REVISION REQUEST/CORRECTIONS TO PLAN REVIEW COMMENTS Date 91 R q t'1 Revision to Issued Permit Corrections to CommentsPermit# t7-- Si'-t—(:)(3 0 Project Address k"." ( S-e-A J z-- A - -. C ra,., Contractor/rr Contact Name ��c)'C-'�e.rrt S J r 47 ^'-4-euc-� Phone "t a"l— 5 S-1`2511) Email U2 ^&-e LOS 4 '4-1..-. ^~-- Description of Proposed Revision/ Corrections: Permit Fee Due $ %r' SQ AO 1111111117?- c ., 1 S ,,-c:� 1, 4, , Additional Increase in Building Value $ CP Additional S.F. ,. By signing be ow,I AA -51--"A Q—i /\p c`'j r affirm the Revision is inclusive of the proposed changes. (printed name) 4 (k , Signat r of Contractor/Agent(Contractor must sign if increase in valuation) Date (Office Use Only) Approved 2( Denied Not Applicable to Department Revision/Plan Review Comments 02.-ct/l.,ew Com yr-e b.4- J r-e 4-, De•artment Review Required: Building /lid/. Plann ng & Zoning Reviewed By Tree Administrator Public Works Public Utilities 9 'I F-1--] Public Safety Date Fire Services OFFICE COPY r.• r2-'- "%_. Building Permit Application Updated 5/5/17 ,, )�• :" City of Atlantic Beach 800 Seminole Road,Atlantic Beach, FL 32233 �"''"'%- Phone: (904)247-5826 Fax: (904) 247-5845 Pc.( 1F1- 32-233 �+ / Job Address: \ 2_5 \ e\�1 a. N\O.,- A (I j ro.\P Permit Number: C-CWt '013 3 Legal Description 1..-04t- 2$ Q\Dr '` 1 S&WO.. Mrt_t-i Aa 1)tAA 1-- RE#j 7/ 7/ 3 0000 Valuation of Work(Replacement Cost)$'OO (Oa 6 Heated/Cooled SF j l'r" 'e Non-Heated/Cooled I;11 Z cr • Class of Work(Circle one ► ddition Alteration Repair Move Demo Po I Window/Door • Use of existing/proposed structure(s)(Circle one): Commercial 'dential�• • If an existing structure, is a fire sprinkler system installed?(Circle one): Yes NoCN/A1.,) • 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: NQS C.)NCi-r. .C. -^^ , Ma-. Florida Product Approval# Szc, ZCA-t-1-• for multiple products use product approval form Property Owner Information Name: 1v c�c,. �- (�)Ci`kc-S ca (A.C' Address: 3---ib i 2 '` �'� 1 City ` - v��t.( State-EL_ Zip 3.2..-Z_-- 3 Phone- (40z1 — 2_3(f - 517) 0 E-Mail c.,..1„,„r;s` . e t3HS F ") 0 ' r' 0 M Owner or Agent(If Aged,Power of Attorney or Agency Letter Required) 0 ix vc Contractor Information Name of Company: S f2-'^ C L""-3 C^'^`+' t 1 L Qualifying Agent: ">'-� LQ—''ne-14%., vy�-- Address 1015 t\kko...k-C 'Sts, <-,14( 2.10 City Pk-ke..AsC 6V- State (t. Zip '32233 ; Office Phone 'O-t- 4 5--1fc-1�1� Job Site/Contact Number c A ‘A-1"'- + State Certification/Registration# CtSC0 CC 33 3 E-Mail \Q--."-C6)_.) b er1 c` --set-•^e-4-- Architect Name&Phone# IS 0- t.2 J1)1/4.-4 \ d- Z(t`'t -5%et - !y SL Engineer's Name& Phone# G 11 r 01. p V _- t _ ° - 2.1'1 `vi 4-1 Workers Compensation c-'c ""( k 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. 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 LEND OR AN ATTORNEY BEFORE RECORDIN Y•UR NOI10E OF otI MMENCEMENT. ..111111111i. - ...A I AimmoillIMIllim....- - Signature of Owner or Agent) IF (Signature of Contractor) (including contractor) Si ed and sworn to(or affirmed)before e this 1.3 day of Signed and sworn to(or affirmed)before me this( `(( day o ti/1 , day) , by 7 t;51 11,/a ;c.A.. ;A14,5.t1k , "a;,i ,by Q.thLI I L a'tt eii„,t k:. /I_ i..i " IL ' l• (Signature of Notary) (Signatur- .f Note) 1pty Po* MARIE BOERO id ?J•,, JENNIFER JOHNSTON �. *MY COMMISSION#GG 071107 :�; �•`- Ajaira n, ';*: MY COMMISSION#GG 042984 Ar EXPIREB:February 21,2021 .`• ✓l.Pj EXPIRES:October 27,2020 Personally Known OR *4somas [ ] Personally Known OR '1 ..,FOF;.q•: Bonded ThruNotary Public Underwriters /� oP P #Oltdb 1lMu#udOM woo : [ ]Produced Identification [i Produced Identification ; -- --- __ Type of Identification: Type of Identification: A (1 v i I ' t Atlantic Beach, FL 32233-5445 Ofc (904) 247-5844 OFFICE COPY Fax (904) 247-5845 9.14.2017 2"d Review, Building Department. In item number 3 from the first review comments emailed out I asked for 2 copies of the Hydro Roofing product and only received one. Please submit the second copy, which included the NOA information and the GAF Hydrostop Booklet, highlighted the same as the other copy. Mike Jones Building Inspector/Plan Reviewer City Of Atlantic Beach 800 Seminole-Road— E ails of 9 •14i,i � pity 2 n Ie2vi ew �►•ri vr�Qa y /19 2 , 'r .i 1...,t11,/ ,., � fl �� ` � CITY OF ATLANTIC BEACH r Sit J 800 SEMINOLE ROAD v~ OFFICE CO PYATLANTIC BEACH,FL 32233 (904)247-5800 BUILDING DEPARTMENT REVIEW COMMENTS Date: 8.25.2017 Permit#: RES17-0138 Site Address: 1015 Atlantic Blvd., Suite 240, Site Address: _,1:2SL Marina Circle Atlantic Beach, FL Review: 1 Phone: 545.7879 RE#: 171913-0000 Email: leine(aibellsouth.net Homeowner: Todd & Christy Budnick, Applicant: Eastern Shores Const.,Inc. christy@bhhsfnr.com CORRECTION COMMENTS: These are plan review comments from 1 of 4 departments. 1. Original Equipment Manufacturers' (OEM) expanded performance data sheets were submitted for the HVAC energy calculations. Only one system on the data sheets matches the equipment on the energy calcs. The other 2 systems don't match for Model #s or tonnage. Ultimately, if the person who develops the energy calculation, could submit the Manual S, that would be great. If not, please submit the correct expanded performance date for the remaining 2 systems. 2 copies. . The exterior stairway shows open risers on Page 5.6, detail 1/5.6. FBC- Residential R311.7.5.1 Risers. Open risers are permitted as long a 4 inch ►� sphere cannot pass through the treads. Verify that this will be adhered to /hr 3l, w ' , • • _ • ' . . • . . ' i . •n statement. 2 copies./ 3. The NOA for hydro stop needs to be highlighted to show which Approved Assembly method of installation will be used for the job specific site. Come in to pick up the submitted information of submit new ones that are corrected. 2 copies. Mike Jones Building Inspector/Plan Reviewer City Of Atlantic Beach 800 Seminole Road rnai/er/ QfVIP tAi Co4fr% w`-0n+I P/o^tsir) m?)/ 1 OFFICE COPY DO NOT WRITE BELOW- OFFICE USE ONLY App ca. e Co•es: 2010 FLORIDA BUILDING CODE Review Result circle one : • Approved Disapproved Approved w/ Conditions • Review Tnitials/Date: z l7 Development Size Habitable Space 4' s 9O s pTon-Habitable [impervious area Vliscellaneous .Information )ccupancy Group 11Z- 3 ype of Construction v. 6 umber of Stories 2 Dning District Q ' - L ax. Occupancy Load 'e Sprinklers Required • )od Zone • i itions/Comments: Doc#201 71 901 42,OR BK 18088 Page 1120, OFFICE C O P Number Pages:1 TICE OF COMMENCEMENT Ronnie FFusse►I CLER17 K CIRCOCOURT DUVAL COUNTY State of (_. Countyof RECORDING$10.00 IDU v a Tax Folio No. To Whom It May Concern: Pet in-/ 1 RLS, /7 0 1 3 esr- The undersigned hereby informs you that improvements will be made to certain real property, and in accordance with Section 713 of the Florida Statutes,the following information if stated in this NOTICE OF COMMENCEMENT. Legal Description of property being improved: L© c `Z,1 Rj\o c� 1. S P'1v + 1, ! t �Pllc�n` 0n Q\Q�- � chnOe— "2- , p, 4+ . Address of property being improved: •�'2—. 5 ` j 1 Gln ' � O QT c c l. e c Q i � General description of improvements: rn g�-�^ ;o r cc ct ne Z S r j In©M 3 Z 2$i Owner: = — _A : ra. A,ii - Address: 3`7O ( `j-L v .Q_ek! �) t L 5"Z2.-33 wner's interest in site of the improvement: 1©O`%a Fee Simple Titleholder(if other than owner): NVA Name: Contractor: . a 6 0 Z IN - i .. A. II. 4"n � g. 6 k to & 3 y u 1. i Iii` Address: J 015 P'\--kCt_e c, 1 1 i A ! `5 0, 2.40 1 A 6 FL 2'2.6-2) TelephoneNo.: gOf-k-645- -141'78 Fax No: CIb—A _ 5`'2^ ZC10 t Surety(if any) Address: Amount of Bond$ Telephone No: Fax No: Name and address of any person making a loan for the construction of the improvements Name: N fAr Address: Phone No: Fax No: Name of person within the State of Florida, other than himself, designated by owner upon whom notices or other documents may be served: Name: Address: Telephone No: Fax No: In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.06(2)(b),Florida Statues. (Fill in at Owner's option) Name: Address: Telephone No: Fax No: Expiration date of Notice of Commencement(the expiration date is one(1)year from the date of recording unless a different date is specified): THIS SPACE FOR RECORDER'S USE ONLY OWNER / -- I / Signe 1: Aldna � J7. Date: 7 15/17 Before me this 6 day of ,d a2or7 in the County of l State 4/ • Of Florida,has personally�ppeared 4/Mi.?, , .�,v�4, '� Of,o •91 ►Rv Auer MARIE BOERO Personally Known: or `*MY COMMISSION#GG 071107 Produced Identification: Notary Public: 4; 4, EXPIRES:February 21,2021 My commission n ex ires:''F CF c,,. ' Bonded Thru Budget Notary Services WILLIAM LEUTHOLD OFFICE COPY ARCHITECT INC. August 28, 2017 Mike Jones Building Inspector/Plan Reviewer City Of Atlantic Beach 800 Seminole Road Atlantic Beach, FL 32233-5445 RE: BUDNICK HOUSE AT 1251 SELVA MARINA CIRCLE Dear Mr. Jones, In reply to your question in the plan review: The exterior stairway shows open risers on Page 5.6, detail 1/5.6. FBC-Residential R311.7.5.1 Risers. Open risers are permitted as long a 4 inch sphere cannot pass through the treads. Verify that this will be adhered to when stairs are installed with a written statement. 2 copies. The final stair design will be done through shop drawings with the fabricator. The final plans will comply with the FBC Residential R311.7.5.1, Risers. This design will be adhered to for installation. We also want to make certain that the house is safe and meets the codes. Regards, William A. Leuthold 2742 HERSCHEL STREET JACKSONVILLE,FL 32205 389-5456 FAX 389-3805 FL CORP AA-2755 S =Lv; City of Atlantic Beach �� APPLICATION NUMBER �S 9� Building Department (To be assigned by the Building Department.) 800 Seminole Road 0 (./ Si - () • - �� Atlantic Beach, Florida 32233-5445 Phone(904)247-5826 • Fax(904)247-5845 c '��0R19' E-mail: building-dept@coab.us Date routed: U U I ( ( City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: la,S ,SQ t Jc 1"1 til.{ C.c( . Department review required Yes No r`Buifding Applicant: Lik £f h cc Qs CM 5-k 3,1 Clllannin6&Zoni Tree Administrator Project: it .,w Si Abk Q t t t y WO Ak ._ Publ c VV0 �l ublic Utilities) Public Safety Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection Florida Dept. of Transportation St. Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: ❑Approved. Denied. ❑Not applicable (Circle one.) Comments: ` /� BUILDING N-ew ► � ?kr 1(/ 5 bcckS,/ /�lCflk1' 'F1�i� 9(GGke PLANNING &ZONING .Reviewed by �i� ��' Date: V/2 y /( 7 TREE ADMIN. Second Review: A roved as revised. ❑ pp ❑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 .. '''r''r Building Permit Application v r' "•s� Updated 5/5/17 `j City of Atlantic Beach 800 Seminole Road,Atlantic Beach, FL 32233 Phone: (904) 247-5826 Fax: (904)247-5845 Job Address: e,\. 1 , P1/4.6b FL 3 - •L5 \ e\�c �,�c3....,.'tai C :rc�N E Permit Number:2-713 f E s I---/ _0 1.3 3 Legal Description GLA-- 'Z$ dor,' * 1 e\JG rt-c-t'Acv 1-)c\ 1- tf 4- RE# / Valuation of Work(Replacement Cost)$100 i00 Heated/Cooled SF 6 SF Non-Heated/Cooled I ill 1- Cr • Class of Work(Circle one : Newlddition Alteration Repair Move Demo Pool Window/Door • Use of existing/proposed structure(s)(Circle one): Commercial CRe •denial� • If an existing structure, is a fire sprinkler system installed?(Circle one): Yes No( ,) • 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: .,ff r- tt lel`?.i� LJ v�l'�r u t.�•-Ui.n. . c c..�\4., cT t✓, (•� n,,M C(,,. Florida Product Approval# S,1--C.- 61+1--(:-t}• for multiple products use product approval form Property Owner Information Name: 1•aA& •Y � \-cC:c. �CVf\IC'� Address: 3�(b 1 2 �'\•-1 City �-,t rl v\Tl L C.2-)P 6"'-." . State�L Zip •�_� S, Phone_ &G�' — Z3 4i - 571 0 ,�-- E-Mail Vl,,,r,5•� e &I-Hs a P . r'_0''� Owner or Agent(If Aged,Power of Attorney or Agency Letter Required) d 00 ry •p Contractor Information Name of Company: ctzr^ <"res t',4,r"4"• 1" ..,,L. Qualifying Agent: tZ.(,l,"'=:'t` L(2-•vIe,ick wVhv.i-- Address tot; 1P-Kc:/N.k-C IJ(.u� t..tiC 2-10 City ` 6C.` State R Zip 3.Z-2-3 3 Office Phone 'o•tt- S'4 S--1t-ri Job Site/Contact Number t a "- State Certification/Registration# CSSC- CC 33 3 E-Mail 1q-..•^lCj 11 e 1,1 c. -4-1-,."e.4-. Architect Name&Phone# 'F;.,Lt- L-e.ci-LA"4 k & 'y(cLt -3`b5 - 5--'1 SC. Engineer's Name& Phone# r✓L r+c-+ . qt.- -A'1^4- e-- `Cao - 2tl —0 u-1 Workers Compensation 1-1:,‹2,^•• f }- . 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. 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 LENDE" OR AN ATTORNEY BEFORE RECORDING YOUR NO,TLCE OF sMMENCEMENT. 111111"--signature of Owner or Agent), (Signature of Contractor) (including contractor) 'Lied and sworn to(or affirmed)before e this j-3 day of Signed and sworn to(or affirmed)before me this I ( day o .iii/t/ , apt-) ,by 7 A:5r ►JJ rut.. ARALIM , c�,ll- , by Vihz, A L Q'it' i,1wa. , //_ hr/ `�( • iii __. .. ,_._, (Signature of Notary) , (Signatur• .f Not'.r ) ��Y Pue� MARIE BOERO aP••••••,% • ;;};':':- JENNIFER JOHNSTON MY COMMISSION/GG 071107 * * Ems? /fr CITY OF ATLANTIC BEACH 800 Seminole Road Atlantic Beach,Florida 32233 'x,0.3»9 REVISION REQUEST/CORRECTIONS TO PLAN REVIEW COMMENTS Date t I 7,(1 Revision to Issued Permit Corrections to Comments 4rmit#RESP-- D Project Address 0,51 3 A �A,`r^L. C": ( �' Contractor/Contact Name 1GG 1 � c f CA A ) r J t,-k( c"- Phone ICI"— S`tC 114 Email �.�n So r,-.— Description of Proposed Revision/Corrections: Permit Fee Due$ Additional Increase in Building Value $ Additional S.F. a By sig ' g below,I Q.6/1 moo' --- affirm the Revision is inclusive of the proposed changes. (printed name) \ ( f) S' ture of Contractor/Agent(Contractor must sign if increase in valuation) Date r + (Office Use Only) qcr,2 2Q1. e0177 Approved Denied Not Applicable to Department Revision/Plan Review Comments Department Review Required: :uildi • ' onin. 'eviewed By Tree Administrator Public Works Public Utilities ( ( 9 -- 17 Public Safety Date Fire Services f A I i� 4: f yT SEP C 1 2017 CITY OFc ATLANTIC BEACH 04 800 Seminole Road Atlantic Beach, Florida 32233 REVISION REQUEST/CORRECTIONS TO PLAN REVIEW COMMENTS p� Date 1 L44`l Revision to Issued Permit Corrections to Comments VPermiR.t# �*-O�3 o Project Address (tck Se.lJe. -on^� C.;,(LAL..- Contractor/Contact Name 15: -4-r-/ 1 d r A-' i :4' j c�4 t s—�.-- Phone °1G`A - S1 C--- 1°6-11/ Email Lam , 1 '�' nom( ' �2/��S, .i'+ .._.</, Description of Proposed Revision/Corrections: Permit Fee Due $ lam' ècvtc& 9r _- V Additional Increase in Building Value $ ' Additional S.F. 1C i'.-- By signi-g below,I 1lA\7/Pr" LC,-"-9"_to) j'^" affirm the Revision is inclusive of the proposed changes. (printed name) 1I16 fti Si: at e of Contractor/Agent(Contractor musf sign if increase in valuation) Date (Office Use Only) Approved Denied Not Applicable to Department Revision/Plan Review Comments Department Review Required: Building Planning &Zoning Reviewed By Tree Administrator Public Works Public Utilities _ Public Safety Date Fire Services � ,fy CITY OF ATLANTIC BEACH • 800 Seminole Road �M Atlantic Beach,Florida 32233 A:4,3.2191' REVISION REQUEST/CORRECTIONS TO PLAN REVIEW COMMENTS Date 3. I Revision to Issued Permit Corrections to Comments ✓ Permi # 6511 - 01343. Project Address 12-51 S i 044-,' +^ rtA Contractor/Contact Name CA s` 2A, ( G y Yk urs (t.,1)4-(^,) 3 Phone 9 ° `.(S_14t1 rL Email \ )22,nQ,Qe Description of Proposed Revision/Corrections: Permit Fee Due$ xrAti S LL2.e Additional Increase in Building Value $ Additional S.F. By signin elow,I `A) affirm the Revision is inclusive of the proposed changes. (printed name) /17 (t--1 Sign re of Contractor/Agent(Contractor must sign if increase in valuation) Date (Office Use Only) Approved Denied Not Applicable to Department Revision/Plan Review Comments eeU S de' Department Review Required: Building Planning &Zoning Reviewed By re r Public Works S ._ i 7 Public Utilities Public Safety Date Fire Services WILUAM LEUTHOLD ARCHITECT INC. NEW RESIDENCE 11 111FMERILELSTREET RON TODD & CHRISTY ' TSL ° BUDNICK - -- le., � OPMEM MM..Dm.. PPP 1251 SELVA MARINA CIRCLE � r0110 k „ I ATLANTIC BEACH, FLORIDA ,,z..-.....40----- il.E• { i n, I T3.1 LIST OF DRAWINGS \ � ..<. ..�r. 'n'r:.r.a ' �« ...wM..mono ...n VCIMil 7.1 FIRST FLOOR ELECTRICAL PLAN \ / 1.! 'ffi'��f +n........................................................... AMIDECOPPI. MO. + M 1.1 SITE PLAN \ � �4, - 1 'gym a 1.2 SITE DEMOLITION AREAS PLAN 7.2 SECOND FLOOR ELECTRICAL PLAN , ��i_'`� ?� '_ q� r -�--�, 1F kQOM�rg 1.3 SITE AREAS PLAN 8.1 FOUNDATION PLAN _ .� ... .,. , 2.1 FIRST FLOOR PLAN 8.2 SECOND FLOOR AND \ 11 I �/%// I w ..... 2.2 SECOND FLOOR PLAN FIRST FLOOR ROOF FRAMING PLAN "' \ I % I I .. .. 2.3 FIRST FLOOR ROOF PLAN 8.3 SECOND FLOOR ROOF FRAMING PLAN \\ • i i`! ill p 1 •�.. 3.1 SCHEDULES AND DETAILS 8.4 FIRST LEVEL SHEARWALL FRAMING PLAN / ' ' // / doY.'e .A1d i y - fib M 3.2 DOOR AND WINDOW DETAILS 8.5 SECOND LEVEL SHEARWALL FRAMING PLAN \ 1Pam 'a ^� w0" 3.3 FLASHING DETAILS 8.6 SHEARWALL DETAILS \ �I. i , j / I I �, laripromm 1.01,, 4.1 EXTERIOR ELEVATIONS 8.7 STRUCTURAL WALL SECTIONS \ y // NI•.13 IMMO 17704 Fr ",." 4.2 EXTERIOR ELEVATIONS 8.8 STRUCTURAL WALL SECTIONS \\ � 5.1 WALL SECTIONS 8.9 STRUCTURAL WALL SECTIONS plc.. .. A,? '%' 'I' 5.2 WALL SECTIONS 8.10 STRUCTURAL WALL SECTIONS � 1%. / ! '°'"""...... 8.11 STRUCTURAL WALL SECTIONS -� 5.3 WALL SECTIONS ANNuNIONTAN 5.4 WALL SECTIONS 8.12 STRUCTURAL WALL SECTIONS smo••r1F0e" ,, II ' 5.5 WALL SECTIONS 8.13 STRUCTURAL MISCELLANEOUS DETAILS .. 1=••••••••., � 5.6 WALL SECTIONS 8.14 STRUCTURAL THREADED ROD DETAILS AND NOTES I \ . 6.1 INTERIOR ELEVATIONS 8.15 STRUCTURAL NOTES AND SCHEDULES \\^� t'�w_ Tj il�i'u■.I 6.2 INTERIOR ELEVATIONS '�mk a" ■' ' 6.3 INTERIOR ELEVATIONS j e' 8.4 INTERIOR ELEVATIONS \\ yy 1i''jV/ / ` l e l �D •�I, ♦\ T. //� IIS"I WTIiNE 9PEWF1CA710N8 '/ e,I} 1 OOp19�MOCHA 1 F11gN NAAOWN! +\ / t� 1 GENERAL REOUMENENT9MPL.POMA IMPP ..ra.mom mac I\" L.; MI'+1 ...-------'_--- --- '��. MAMA 1 INIMMO .,� .,.roar .��.,taxls W. a_ \l 1 ; i 1 MAMMA wrs+wwe.w am+.,omnMA I.F011eE9 \7� I• .1 j ! 7.9MrreAr� �...... M.MM. c+••••••...ww.m.vn 1.N11. Ilk ' - nn,..vY.caa. .... ,...5. 109 NA *PM o..ewa 'i' ,w.n,rtn« gym'° u..na, moa,+. .1 ei,1/III '-- V. ' \ -ti / PM .11eRe,AAe1 i ure MU II Atm MM. MOM. M 11,1.16 DAM 1.0.0 ,SA NR COMMONN3 ® 111 •\ \� e/ F.1 . »�e ca .a.�.a.a�a.avo..w..a^� al PFb),IECT LOCATION NAP ,I \• N' I I nmol o.n e NE MNf rs. AM. �rw.......no k'•:w ' \ 'N. i MR e WOOD INDRARIL�' gyry.i.. ` �.cvw...Al. V�11ffit \\ .sw..,.r.nwI \ ei`I NV 0.03 Y.OtrlArtedr•011600.010010100,..10110/..011,r010001,01 ... ��.J �te� er.+ teI•us. O •w••'^•••«v..,.nnwo� w.na.mar MON 1.01000011 wnw..eormm�mmmlNvvrl.vs qq,,\v y�i MT our. m PM MOP. Mt w,.. ....n...•..,nNs �,� ga.\\\\ o.w.« sAA«1�IsrE me mps same. teen 1.00 .0(6010C•60lr art mom ...,....MAMM ,..a.a..l.ro. le.nEcmlc•L ................ 1..�,.>..,...«. SITE PLAN \� NEw RESIDENCE CMPCIMMLIA NNna.a...m BUDNICK 1 TNEq/4 AND NOIitWEMgTECTION ru.lmcane.n lw..mmm�wt•u 1.1==.7".................0...................... • SELVA MANNA CIRCLE 1151 SELVA MARINA CIRCLE „w niNa y �al...n..o..a.m........ nontm. ATLANTIC IEACM,FLORIDA ..u,nN.+v .u„+.num,. ma N..a,oase mrvwc•vaanww..a.e..u.. wlu,naw..vnww...oma.rowrva..0110.14116011 SITE FLAN 77 syLv\ City of Atlantic Beach .- �,� APPLICATION NUMBER `r * ;. \ Building Department AUG ' (To be assigned by the Building Department.) -• 800 Seminole Road Biu 5 20�] �` u 4 s Atlantic Beach, Florida 32233-5445 V.C ;I 0 i 3 c' Phone(904)247-5826 • Fax(904)247-5845 \'-4-1_01110=. E-mail: building-dept@coab.us Date routed: i•-)S i ( ( ( 9 City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: I C\S \ ,SQ Wc( qtu i ,\G( C.t( . Department review required Yes No / Buildirig L, Applicant: a S\ '1 h Lc e.S i-m,s<[4.(;1-i Z' Planning &Zoning Tree Administrator Project: i\ S. A E' A OA( \A 0 A(._ Publ warts) ss Public l ltilities) Public Safety Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection Florida Dept. of Transportation St. Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS / Reviewing Department First Review: WApproved. ❑Denied. ❑Not applicable (Circle one.) Comments: BUILDING N PLANNING &ZONING � Q Reviewed by: , ; i/i/ r _ ,, , Date: l.,07r—,7 TREE ADMIN. Second Review: ❑Approved as revised. ❑Denied. ❑Not applicablel 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 c;' - , Comp. By: SRW s Date: 9/29/2017 Jia sp Public Works Department City of Atlantic Beach Permit No: Address: 1251 Selva Marina Circle Required Storage Volume Criteria: Section 24-66 of the City of Atlantic Beach's Zoning,Subdivsion,and Land Development Regulations requires that the difference between the pre-and postdevelopment volume of stormwawter runoff be stored on site. Volume of Runoff is defined as follows: V=CAR/12 Where: V=Volume of Runoff C=Coefficient of Runoff A=Area of lot in square feet R=25-yr/24-hr rainfall depth(9.3-inches for Atlantic Beach) Predevelopment Runoff Volume: Lot Area(A) = 16,704 ft2 Runoff Coefficient Area Lot Area Description (ft) (ft) "C" Wtd "C" Impervious 4,505 16,704 1.00 0.27 Pervious 12,199 16,704 0.20 0.15 Runoff Coefficient(C)= 0.42 Runoff Volume V= 0.42 x 16,704 x 9.3 I 12 V= 5,382 ft3 Postdevelopment Runoff Volume: Lot Area(A) = 16,704 ft2 Runoff Coefficient Area Lot Area Description 1ft2) (ft2) "C" Wtd "C" Impervious 8,132 16,704 1.00 0.49 %ISA= 48.7% Pervious 8,572 16,704 0.20 0.10 Runoff Coefficient(C)= 0.59 Runoff Volume V= 0.59 x 16,704 x 9.3 / 12 V= 7,631 ft3 Required Storage Volume DV= Postdevelopment Runoff Volume-Predevelopment Runoff Volume DV= 7,631 - 5,382 DV= 2,249 ft3 Retention Selva Marina Circle 1251 9/29/2017 � Yt rL�l r�r Comp. By: SRW Date: 9/29/2017 „r f! !s)� Public Works Department City of Atlantic Beach Permit No: Address: 1251 Selva Marina Circle Provided Storage: Elevation Area Storage (ft) (ft2) (ft3) 9.0 100 0 BOTTOM RETENTION A 50 X 2 9.5 768 217 TOB 64 X 12 Elevation Area Storage (ft) (ft) (ft3) 9.0 84 0 BOTTOM 14 x 6 9.5 1,080 291 TOB 36 x 30 Elevation Area Storage RETENTION B (ft) (ft) (ft3) 0 BOTTOM 0 TOB Inground storage=A*d*pf A=Area= 1848.0 d=depth to ESHWT= 6.0 pf=pore factor= 0.3 Inground Storage= 3326.4 ft3 Required Treatment Volume= 2,249 ft3 Supplied Treatment Volume= 3,543 ft3 Retention Selva Manna Circle 1251 9/29/2017 J1 a-1 0,1 All A.f p•1 Jl • Iow,mnt Moorage) AIM Lit_ �,, IN lJV nMy7aMlYgIlAW80Mn Ai111M110Q �� "� I. r .....„ 1--- ------#:------ \ 815. 4)00,1 ti b I i �� -� -11..mO.L lie_ A I1 \ I iii '�0 _trawoces RI '''''SIM''Ili —hz.. • :66 t' Liii \� �. N a i •�• g i AA1 Q AAl ► \ DIA A: gb b Alli t• ,101,.._\..., , , 7. ,__ ,amrisi--par— i* / 3 1 in: ril - 1§ II" ‘ 1' N I , t e /u KO i Aft ©;I .� •.�/ \/ iJ • A wair.m. \ l ,,Mplial-11111_ „ ,y- / Z .� ., . i Ii t_...; .11 N t; •%. 1 V • ' iii �� \.0' r; * IQ il -\ \\Nr. 1 pk-\,,,,,, ' H b ■�i b a ti ,,,, W ► 1,.\ 'ian �� `iii �� Z ��Ippirt S •� Er ilip ij gym\ �dIt 2 /�—/ri, .y i oRi- iiiiimorAiitt ' / JY 1-0l J.t Ji l\, PUBLIC WORKS 4. •/! WILLIAM LEUTHOLD NEW RESIDENCEARCHITECT INC.ITS NENDOEL STREET RIDDIONVILE.FL CADA 171515 WWI TODD & CHRISTY , N�z BUDNICK -- _ �, _ ��..� 1251 SELVA MARINA CIRCLE �RJR.ISHE' /11111Hi_7.-.. � ;� �"` i-"ATLANTIC BEACH, FLORIDA ;;Ij1p _=— :11:71:1,-. '� ALAI. =tr �, 12 LIST OF DRAWINGS: ../ 1.1 SITE PLAN 7.1 FIRST FLOOR ELECTRICAL PLAN \• \� ��+•f s �■u nuu■_a �~"�� +ein � 1.2 SITE DEMOLITION AREAS PLAN 7.2 SECOND FLOOR ELECTRICAL PLAN \ / i —a•.111AWE li—.�" IHI. '..'�r' _ILII'i ln` • el ; ""'°m'"�"` .., °' FOR.RtTNITO4 MOTE* 1.3 SITE AREAS PLAN i ,i 8.1 FOUNDATION PLAN \ �I�_ ,�_ 1♦;% ;% 1 �a� 2.1 FIRST FLOOR PLAN 8.2 IIIZLAN FLOOR AND • t wawa . OOR ROOF FRAMING ��8.3FLOOR ROOF FRAMINPonaewpw DE8AVEL SHEARWALL FRAuit DDLS85LEVEL SHEARWALL FLAN � , dS.vF86ALL DETAILS \ ik: ..87 RAL WALL SECTIONS ., II /.'88 RAL WALL SECTIONSMO,Mt Mem/11O•nxitY 4K rr•OC, 89 RAL WALL SECTIONS \` i� � _//j" e.�� MI . Two Rowe magemew we we. 5.2 WALL SECTIONS 8.10 STRUCTURAL WALL SECTIONS le. 5.3 WALL SECTIONS 8.11 STRUCTURAL WALL SECTIONS ' �* �] "^° "�„ 5.4 WALL SECTIONS 8.12 STRUCTURAL WALL SECTIONS rr]� 5.5 F ! 1I:g STRUCTURAL MSCELLANEOUS DETAS � _58 \ •61NS 8.15 82 NS r� ��' , • 6.3 INTERIOR ELEVATIONS \\ ; 'j j 8.4 INTERIOR ELEVATIONS � / :� 1 OUTLINE SPECIFICATIONS Rio ,GF14(Ul RECORD/BM 100005.MOORS/FNgN HARDWIRE ille117, /f! ■... we.w,.w.._ . .aim. /. �i ��i- /.moi'=jt:'1 3 e a.FARMED WPM.31•4.104•11...Larat,r•...WM, <woo wwwwe ute,5 tp am.swarm woo row.•ice...o,e Go \Ilk e..�. ..oao ..�o.<�,., ..,a.a�.. � -i B/to �...._ \:' _,._ �. MaN..w.e commil KI. CONCRETE .......,.....,. ,sN.wmNGlro■,o �.,..,.._, \\� \.\ 0 r, -air-. I i e -^.-- I.cm wren w r._ ......_.. �al� \ I' e MEQUKt mw -rte m......v.a.w PROJECT LOCATION YM \ \V 1 NOW MIO WASTE vsu..w.rmw.�.v. v'wnum�e..: \\ �� ?r j i Ky.. o.rt N SERIMMIL .. +s.aura •� '!J Amp.sr Powwow NA ift•BMIL44,Orme,WI(WW1 --- m ...a, e.elmRrx ...num..“...no ppm.,pm an paopprq•spoopm.*Imp SITE PLAN (D • ,,, 7OnwwMo1e],e1U NoTtC .ww...a...a ...m`.d' Kam \ BUDNICK` PaA KO ON MOW& I&ELVA MARINA C.RAMO .01•110 ORM :wa �_.a aorAwawaNANNowt ._.�� ,/,./w•Nom/.9 �.�� .� ��w .�P"..":. " PUBLIC WORKS IE Y.NANO CAME ,nANTIC DEA., CIRCLEATLANTIC!FALX.FLORIDAeN Pww WTI PW {✓ APPROVED 1.1 { }DENIED { NOT APPLICABLE TO DEPT 0 City of Atlantic Beach � �.. APPLICATION NUMBER �S Building Department ' '`'' ^ (To be assigned by the Building Department.) 800 Seminole Road LSI I �` Atlantic Beach, Florida 32233-544 L Li 1,; r V~ Phone(904)247-5826 • Fax(904 7- � 15 2011 0119%- E-mail: building-dept@coab.us Date routed: G S H ( ( 7 City web-site: http://www.coab.us BY: APPLICATION REVIEW AND TRACKING FORM Property Address: 1 a\S ,SQ tvGl Iteti c ,\G( C_t f . Department review required Yes No Building Applicant: a.S- Q f r\ s h is ��s�r�irc� J,1 Plann ni g&Zoning Tree Administrator Project: it tSl l l Q _. w o M Pub] orgy`s v Pu blic.LltiIities- Public Safety Fire Services Review fee $ 5.7; Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection Florida Dept. of Transportation St. Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: ©Approved. ❑Denied. ❑Not applicable (Circle one.) Comments: BUILDING PLANNING &ZONINGReviewed by. / Date:ZONING )&/( 7 TRE DMIN. Second Review: A roved as revised. ❑ pp ❑Denied. ['Not applicable P WOR Co ents: PUBIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ['Approved as revised. ❑Denied. ['Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 iter'+�%-'. •1':iOfilso. City of Atlantic Beach PUBLIC UTILITIES DEPARTMENT 1200 Sandpiper Lane ', Atlantic Beach, FL 32233 / (904) 247-5834 NEW WATER / SEWER TAP REQUEST Date 6)-6`/7 Project Address(2,5( 5--e-AM /fii/&, 1- & Number of Units I Commercial Residential V Multi-Family it New Water Tap(s) & Meter(s) Meter Size(s) / iS i New Irrigation Meter Upgrade Existing Meter from to (size) New Reclaim Water Meter Size New Connection to City Sewer Applicant Name Applicant Address City State Zip Phone Cell Email Applicant Signature CITY STAFF USE ONLY Application # 2E5 1 7 _ 0/38 if-o(v vE6o D F,Ai Water System Development Charge $ No s.DC S X16 • Sewer System Development Charge $ Water Meter Only $ Reclaim Meter Only $ Water Meter Tap $ Sewer Tap $ Cross Connection $ , 0c Other $ TOTAL $ 50 , 00 (Notes) APPROVED Kayle Moore, P.E. Date $/ }( i 7 Public Utilities Director or Authorized Signature /( ALL TAP REQUESTS MUST BE APPROVED BY THE PUBLIC UTILITIES DEPARTMENT BEFORE FEES CAN BE ASSESSED r'"•44. •r.44-•-• -". - ' . . •••-.414.f!'-•",,•,"141141*‘•:•... ,•'..,),•, -. 4100. *".'74.:. ., - i'• • f4 . .. " .''C-1C6;f':::&,J L'•'*'-'r';:-71'' ''' 1 11.1 aka, ..‘... 1./..,.... • •. - ;„ _ , , ..* • ..'-• „,\ ' ' Allt"t‘•'•7'.---. - ' . • / .• ..'Wit/rec. • ' , . /.:7 . 44,- x - A•i- S .. .•-.1& 4000-4 ;•-•.-,: ••4"..-• -,74, - .•-•„. L .$-,. • ' . '1,1 ' ._,.. • ,- A •. •.• ,•., ,44 4.- : _, ,• . - - • ,' •..,......k:„ 4 142() 8_ ,.- '• ,••-•7;..",•-'7 f 141 ,.. / Ar ''• ' -• 4/. \ ,.. -,,,i-, ''' • - 0 tal ,,'.. , 4 k... .,,vs..._ ''-1,-• ilk ,.,',' -; . •: , i ', -,L.L..,-,...,,.; ., i , .,,••L'` •• 0 ' t,,..,.7 .;•;•-,-- ' •••',- _•• i i• .- .• . :,•:;•,•._ . Lr -•-, i . it i, ". -,..;,,.,.:44-.....- Ni " . • ''' c ....... -•=.*"10,1" me H-A-17E .,••• ,•• - ...-.1.,•••:, • - .4. 40 * \ .. •.. .., ,.-, .,:,.,_. -.„,,,-,-- ..„,,,e',.. ,,,,-.: 7,... ,,,.:.-. ,, i , )-- "i•1 rt 1• '' • .. ., .. .. en :,. -,.. c„.c,-,,,__, „,.,:,'.• ,,,,f,.. • . Ak- ' .` ''. `. ' .... ' . - "'"" '''44i I;''''4-•• ,„,... in 1.. i ' 4 •-•:;- : ' ' •, 4' ''. . .'.'''04•.."• '''''''''. . .. .. II . / iii, . .. .. __ - , 4 I 1. i:, -.-r' . N,'. -,,,t.:. ,,4.' , 144 ..,1, ,,--r. _...----------•=-'-'-i,r ,e ...,,' 11 'MHA-171 , ' ,-, - • • .,.,.,.. * .,• . I (!.4) \ .,.,,e....,. •-•,... —.. - f,4.., x'"•* • •' 1400k . , 1360• 6,i.•6- t,,i.-i, .- . -1 00(-07 ... ...„ .., , V^...... ,, 4* •' ,, ,- .,''‘''*;14t,' ;..,:, 1 4*,, n . .. ,..- . • fp .,--, i • elh I ..,, ,i..-.`4.9' .-•-'0... '4. . .. ' .,. ..-. .., ..-.- :•`1326 . ' 011411 - LL' • -•.-...-..-,.•,.•*, . ,/'--.:.:`, • -•-••••-• •••••- ..•-•"4. ,<•,...,;:.* L ... - . 1,-... - • . b • r + ,... ,... .A.... _ ... , „„,.. ....,,_:....,... . r;..-_, • - I . • ':'. ;: . --.ff. , . .. ( -; , .i i t. ., .‘,,„.. . .-7--- 1111% ,„. 1 ti•Zr.,,,*- I • ..'. :,-A-1.68 , y '.,,,rningallellillillilligi""114,",• 7..,• ,,.:: :7.. ...::k''' •, ,•::",..;:•_.:4:, f/IkIf'--t' ' • t ' 7 ilsollilft ',Li ,• -• - -- -... •L•mt• - .- - / --• •-•..•,,,,,?* _•,_ ... ,,,,,,..314, •-•.,•,-..',.." lir. - © ... ,. _,. .. •:,„ . ..„. .,...... ... __ii...._. . f.41 „....._ lir , , ,.., ..., / 0••; •• . I i , I . ..... - , ... . . / j 4,.......... ..,111..A, .o., ' ''.,,,,;.*,z;I'iliamisoigagart7:•"`^' ''''''I '; . .. • N it ,.....,.....„ .,,, , .- -..A;',..'%*.: - - lr-"'. ' - '• - ' I'. . . .• .;! . • - • . ,r k_a,311;'' - i * - , .— iiiiik . ... :. , . .... • , ''-':•`, - •,.,..:-..'"-I ,".•:'.." ,". .„ .. , -. . .:•:' . ...,. .... ..- "_ - • 1 .. II, '# 1270 depilig ' • , .er . • , • ,,•:,.•L'' . . ,..„;. t• • 40,47.- - ,„ • ••••• It L -,.-:; .,.... . . I 1 .. _ . ,ilriet , .. ... 4..., '• :.L-,'•• :••• . . .; • „,..- • ., , Le'i• - -L.L',,,•L,,,,,J.- ' I. . __- . _ 1 4 . ... ..,:7.'i 1 f• ...i- ..., • , t4 t• .4, l' .•<,-4:ik .... # • . . ' 1250 1 4 357 .. , 'i. , .,.,. • MHA- r *...mosoLi°41111 OD. . , .4 .2 - ..r.. •, ...... -, II"il .'.;-• ,.,,,L, - -5- •r, - . ,-•,,,,,,:-.0,04:It':,L,-: - 4 .... 1220 I • • ; •,..7, .i.. 1 ' --; ir ..f. , S .. ,. :, .,, WILLIAM LEUTHOLD ARCHITECT INC. TUNER/CAL STREET NEW RESIDENCE : EFLOPoM 32203 TODD & CHRISTY ""'"`Vitt BUDNICK I;, I1.I Le . � -------�»» • :' _:-- -,- 1251 SELVA MARINA CIRCLE00 0 kj w..re"' `" 0 ATLANTIC BEACH, FLORIDA w e „Ms�a, I1040.1019.991.r 11101 LIST OF DRAWINGS: \ . ..e....:.:.... " s .�a:.: .:;: "^ .,. "..mU n 1.1 SITE PLAN 7.1 FIRST FLOOR ELECTRICAL PLAN 411.4.6 !'• j4:•-- RIII:t1= •IIIIII ...�.IMI 11) , .... 1.2 SITE DEMOLITION AREAS PLAN 7.2 SECOND FLOOR ELECTRICAL PLAN \ / � /7//f711.1 VE 1.3 SITE AREAS PLAN 8.1 FOUNDATION PLAN \• .I I !L-----r / r - Mill I 3 yEMILKIMOSSELS 2.1 FIRST FLOOR PLAN 8.2 SECOND FLOOR AND ".i '°"'� ` 2.2 SECOND FLOOR PLAN FIRST FLOOR ROOF FRAMING PLAN °' \\ ".‘ , ` �] I 6.1011 2.3 FIRST FLOOR ROOF PLAN 8.3 SECOND FLOOR ROOF FRAMING PLAN \ \ o.!-------• "I, Q t a,o, 3.1 SCHEDULES AND DETAILS 8.4 FIRST LEVEL SHEARWALL FRAMING PLAN \ r- „,,,, 1111111 9811.1 3.2 DOOR AND WINDOW DETAILS 8.5 SECOND LEVEL SHEARWALL FRAMING PLAN \ \ �r 11 ___ ..",...... a., 3.3 FLASHING DETAILS 8.6 SHEARWALL DETAILS \ �h� / to f "i"' Iil . 4.1 EXTERIOR ELEVATIONS 8.7 STRUCTURAL WALL SECTIONS •\ Illi . '5`._. - / .. "' 1 '"^•'""°""'m 'a"" U EXTERIOR ELEVATIONS 8.8 STRUCTURAL WALL SECTIONS \ W: '5>)--- 199,19,01.9111/11110.1119.02r 1(...01 > • •_ ' Ill I : WALL SECTIONS 8.9 STRUCTURAL WALL SECTIONS I+' N. •//- i_ .: 11.1.5.118•91FoNsir ann.is..911 WALL SECTIONS 8.10 STRUCTURAL WALL SECTIONS M �`16'..M iIT �rr�CC .". •w�.,lw,wow, WALL SECTIONS 8.11 STRUCTURAL WALL SECTIONS •• _._J-� I WALL SECTIONS 8.12 STRUCTURAL WALL SECTIONS I zz WALL SECTIONS 8.13 STRUCTURAL MISCELLANEOUS DETAILS m , L_WALL SECTIONS 8.14 STRUCTURAL THREADED ROD DETAILS AND NOTES .a t /, -INTERIOR ELEVATIONS 8.15 STRUCTURAL NOTES AND SCHEDULES \-�\• i t_ mein' �'I;;,:,, 8.2 INTERIOR ELEVATIONS -•..m .-.; - 6.3 INTERIOR ELEVATIONS ��% I■'' 1! 8.4 INTERIOR ELEVATIONS 1 j� ' 4 ti."111 I OUTLINE SPECIFICATIONS ,\�® JJ. F� y} IDOOREw.RIONeeFI.nN NARPNIAE �% / �•1i;11 iE ,OEKRNREOURE11ENTS ,..nr.„,n: `.,. L.-- /....: 1111111i._. "1JYYFW i.71:1. ' 11111 11 ,� ..,.��o�. w. „p v•rne se new 'a � O ; -- -_-- ' j f eepromirlaro 99 Pump.1.-4.1roam vr v.aww.+a . ��. • ,. c.»..,csai .5. n � ni'M '-.�\ .wwm .Pn .....119•10c4111.0.1.011,1911. .09191,11.1 \ , i ; 19.11111111 ]=CAVE m"n'91i�.m. vwrwo....�mwmf 125 \ 1FE� ."w.r....P.nw 15A NR CG1G11CRIAO m� .�owof . '10 \ .\ / 91 •` 1 1 Nk 8,01, IJISTRII.V11.1. I WPM' S.EE ALE ", •..o-•+..rwma..nm"uw•.e.v� .m rao mfx"'•rc"r.waa.ew PR0.IEOT LOCATION MAP �,, NIA E/ , 'ufa \\ `� EL / 1 I .,.m 6.o.mMmil OW.ViC .. ." rmi .a.a+o.w.t. Y.K •\ n,..."*" T 1 1 909111490111 me IIMINtgat N. 'wMv w.w.c."xr."vr• 158 KOWA] am.o.....vmnwr.no. •\, \++yy\ ��,•i • VII f.m..a"alma . :,,..........,.......• . ' 1OJ"o emem.r.amnunv..w.mce \\yl �� %/ ron.w ew.u�v*c ..m R.R wont a..CM.eu "r.�Pm m,.r,1..lm,m.as.•a.�4..w 1111911119.1111.111.1011111•91901910 Mt.14 SITE PLAN TT\\- MEW REE OENOE BUDNICK eenmencommurrve 1:9111.9,11... 'MEMO/ANQV Pr..10 OND. E � r"-' "..-. ` �',, ...a.--.:,.....0------,°'; 1BLIC UTILITIES �A �L 1IEIEELVAEACH. CIRCLE AiUNTIL BEACH.FLORIDA NIT PUN mum owe ( APPROVED t } DENIED 1.1 ( et, ...)3 g P /� BLE TO DEPT . • ' .1-1 .01-1 D .Thil 6.0-4 .01,1 Oa (cra4.oltl kwoo.cts) 30Vti M.00.2M1113 Ln cq —2L--..—.-........ P 1 I X , c',1 g4V _......, 0,430%1011010001i1g100311 TrOlii0 tll SO0110 3N1114103 ...-..-.. .1-41 ...------ ---"------- .1 o -sr sr Ob 1 % t t \ gi .3 lig________1__',L. .7=, --... - ........., C.f. . I „.... 1 ,_ . •,. .• sotroo3b-rvou.io•Z.:=.:::PROgggv,24,4 1 moWl .. _E7;41111111IMEEICIIIE____. I\i_ c%i g Mt I— — ir Imo jill-hl=11 i \.--iV _ t al 3 \ I 6.; I MI; r LT / i 1 i I 1 - ;:-,glimilipioWail c r Pr/ j ....."ii -- , 6: Ili .n ii 6.i __MIII.172 rni-71 aril ; 4 \ Ni ,- , — Rita .• %I ."-1 kI ..,:r ,....hymn' n /r - ,,,.. • •tali A si W . WM I III lk&.. 11W1047; ''' , filinsi o I •Iirst 1 OVIEL J114471.1_11111111111111001111111 ,z' )1 v;,% I . . ,- 1ti,,4 I gollw \ wow. 7:".. I ,T, i il I. it 3i Ito b tilpp 4 ,z , I 11 RII NI\ I Xi .• , ___ -'\‘ r-----m 1 ,V .' .- "Ii Er/ 117 / / %I it 1 r Ar 1 - 1 ll ;1,0; i " .110..."/ "-- lithumur4 ;-iil, :; .• ..4-1 1 ' ,-, 3,-.,>., .0-1Z .9-al .1-.1, .1,4 rPLIC UTILITIES , ..... ..,........., ,z 2--1 U, tc,:i\ gi: r gli , (v(APPROVED 7 ( } DENIED - ( 3 i APPtiLICABLE TO DEPT lat -16 - \ , , „-- \ v- ,‘„,. OFFICE COPY FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Envelope Leakage Test Report Prescriptive and Performance Method Project Name: Budnick 1251 Selva Marina Cir Builder Name: Street: 1251 Selva Marina Circle Permit Office: Atlantic Beach City,State,Zip: Atlantic Beach, FL,32233 Permit Number: Design Location: FL,Jacksonville Jurisdiction: 261100 Cond.Floor Area:: 4570 sq.ft. Cond.Volume: 52555 cu ft. Envelope Leakage Test Results Leakage Characteristics Regression Data: CFM(50): C: n: R: ELA: Single or Multi Point Test Data HOUSE PRESSURE FLOW: EgLA. ACH: SLA: ACH(50) * : * For prescriptive projects, tested leakage must be <=7 ACH(50). For performance projects, tested leakage must be <=the ACH(50) shown on Form R405-2014 for this project. R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 7 air changes per hour in Climate Zones 1 and 2.Testing shall be conducted with a blower door at a pressure of 0.2 inches 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. 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;and 6.Supply and return registers,if installed at the time of the test,shall be fully open. Testing shall be conducted by either f'` HEST••'• I hereby certify that the above envelope leakage individuals as defined in Section '��0� ' ........ TF0•; performance results demonstrate compliance 553.993(5) or7 , Florida Statutes or = ' �' with Florida Energy Code requirements in ` individuals licensed as set forth in �I' �:_ =°.••,;°�''• accordance with Se ion R402.4.1.2. > `' Section 489.105(3)(f), (g), or(i) or an approved third party. A written report `:_ ;'a of the results of the test shall be signed . .. uo° SIGNATURE: f by the third party conducting the test • y,.. 'yam.;'• ` and provided to the code official. COpJ PRINTED NAME: t3)/y A,.,,G,U)-- " .••........ 1144I' BUILDING OFFICIAL: r DATE: DATE: CHS2 •/7 8/28/2017 9:41 AM EnergyGauge®USA-v5.1 -Section R405.4.1 Compliant Software Page 1 of 1 OFFICE COPY FORM R405-2014 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 98 The lower the EnergyPerformance Index, the more efficient the home. 1251 Selva Marina Circle, Atlantic Beach, FL, 32233 1. New construction or existing New(From Plans) 9. Wall Types Insulation Area 2. Single family or multiple family Single-family a. Frame Wood, Exterior R=19.0 5471.10 ftZ b. Frame-Wood,Adjacent R=19.0 356.50 ft 3. Number of units, if multiple family 1 c. N/A R= ft2 4. Number of Bedrooms 3 d. N/A R= ft2 10.Ceiling Types Insulation Area 5. Is this a worst case? No a.Roof Deck(Unvented) R=21.0 3213.00 ft2 6. Conditioned floor area(ft2) 4570 b. N/A R= ft2 7. Windows`" Description Area c. N/A R= ft z a. U-Factor: Dbl,U=0.30 1499.90 ft2 11.Ducts R ft a.Sup:System 1,Ret:System 1,AH:System 1 6 104.67 SHGC: SHGC=0.25 b.Sup: System 3,Ret:System 3,AH:System 3 6 104.67 b. U-Factor: N/A ft2 c.Sup:System 2,Ret:System 2,AH:System 2 6 54.67 SHGC: 12.Cooling systems kBtu/hr Efficiency c. U-Factor: N/A ft2 a.Central Unit 34.0 SEER:14.00 SHGC: b.Central Unit 17.8 SEER:14.00 d. U-Factor: N/A ft2 c.Central Unit 34.0 SEER:14.00 SHGC: 13. Heating systems kBtu/hr Efficiency a. Electric Heat Pump 34.0 HSPF:8.20 Area Weighted Average Overhang Depth: 5.504 ft. b.Electric Heat Pump 17.8 HSPF:8.20 Area Weighted Average SHGC: 0.250 c.Electric Heat Pump 34.0 HSPF:8.20 8. Floor Types Insulation Area 14.Hot water systems a. Electric Cap:40 gallons a.Slab-On-Grade Edge Insulation R=0.0 3213.00 ft2EF:0.95 b. N/A R= ft2 c. N/A R= ft2 b. Conservation features None 15.Credits Pstat I certify that this home has complied with the Florida Energy Efficiency Code for Building ••"TNB s. .... Construction through the above energysavingfeatures which will be installed (or exceeded) o�................... TF •`,: 9 • in this home before fina nspection. Otherwise, a new EPL Display Card will be completed <X ,•�.•' .,r` . y ,.... based on installed Co a compliant features. ' ;;/f,,gi „6 'es:.,a-,a: Builder Signature: Date: c.. 4 l'l :�` a �' g �2 / , :a Address of New Home: t 1,c t i.A VL VAcrA Col_ City/FL Zip: 1-1' 6. •S 2't-v �t J,;,, I Sao , *Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage(EEM) incentives if you obtain a Florida EnergyGauge Rating. Contact the EnergyGauge Hotline at(321) 638-1492 or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. *"Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. 8/28/2017 9:41 AM EnergyGauge®USA-v5.1 - Section R405.4.1 Compliant Software Page 1 of 1 FORM R405-2014 Florida Department of Business and Professional Regulations Residential Whole Building Performance and Prescriptive Methods ADDRESS: 1251 Selva Marina Circle Permit Number: Atlantic Beach , FL,32233 MANDATORY REQUIREMENTS See individual code sections for full details. • 401.3 Energy Performance Level(EPL)display card(Mandatory). The building official shall require that an energy performance level (EPL) display card be completed and certified by the builder to be accurate and correct before final approval of the building for occupancy.Florida law [Section 553.9085, Florida Statues]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 compliance for the building.A copy of the EPL display card can be found in Appendix C. O R402.4 Air leakage(Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of Sections R402.1 through R402.4.4. Q R402.4.1 Building thermal envelope. The building thermal envelope shall comply with Sections R402.4.1.1 and R402.4.1.2.The sealing methods between dissimilar materials shall allow for differential expansion and contraction. • R402.4.1.1 Installation. The components of the building thermal envelope as listed in Table R402.4.1.1 shall be installed in accordance with the manufacturer's instructions and the criteria listed in Table 402.4.1.1,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 of not exceeding 7 air changes per hour in Climate Zones 1 and 2,and 3 air changes per hour in Climate Zones 3 through 8.Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g.(50 Pascals).Testing shall be conducted by either individuals as defined in Section 553.993(5)or(7),Florida Statutes or individulas licensed as set forth in Section 489.105(3)(f),(g),or(i)or an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official.Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1.Exterior windows and doors,fireplace and stove doors shall be closed,but not sealed,beyond the intended weatherstripping or other infiltration control measures; 2.Dampers including exhaust,intake,makeup air,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: and 6. Supply and return registers,if installed at the time of the test,shall be fully open. O R402.4.2 Fireplaces.New wood-burning fireplaces shall have tight-fitting flue dampers and outdoor combustion air. O R402.4.3 Fenestration air IeakageWindows,skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 cfm per square foot(1.5 Us/m2),and swinging doors no more than 0.5 cfm per square foot(2.6 Us/m2),when tested according to NFRC 400 or AAMA/WDMA/CSA 101/I.S.2/A440 by an accredited,independent laboratory and listed and labeled by the manufacturer. Exception: Site-built windows,skylights and doors. O R402.4.4 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage between conditioned and unconditioned spaces.All recessed luminaires shall be IC-rated and labeled as having an air leakage rate not more than 2.0 cfm(0.944 L/s)when tested in accordance with ASTM E 283 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. ❑ R403.1.1 Thermostat provision(Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. • R403.1.3 Heat pump supplementary heat(Mandatory).Heat pumps having supplementary electric-resistance heat shall have controls that,except during defrost,prevent supplemental heat operation when the heat pump compressor can meet the heating load. • R403.2.2 Sealing(Mandatory)4II ducts,air handlers,and filter boxes and building cavities that form the primary air containment passageways for air distribution systems shall be considered ducts and plenum chambers,shall be constructed and sealed in accordance with Section C403.2.7.2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria by post-construction or rough-in testing below. Duct tightness shall be verified by testing to Section 803 of the RESNET Standards 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"by either of the following: 1. Post-construction test:Total leakage shall be less than or equal to 4 cfm(113 Umin)per 100 square feet(9.29 m2)of conditioned floor area when tested at a pressure differential of 0.1 inches w.g.(25 Pa)across the entire system,including the manufacturer's air handler enclosure.All register boots shall be taped or otherwise sealed during the test. 2. Rough-in test:Total leakage shall be less than or equal to 4 cfm(113 Umin)per 100 square feet(9.29 m2)of conditioned floor area when tested at a pressure differential of 0.1 inches w.g.(25Pa)across the system,including the manufacturer's air handler enclosure.All registers shall be taped or otherwise sealed during the test.If the air handler is not installed at the time of the test,total leakage shall be less than or equal to 3 cfm (85 Umin)per 100 square feet(9.29 m2)of conditioned floor area. Exceptions: 1. The total leakage test is not required for ducts and air handlers located entirely within the building envelope. 2. Duct testing is not mandatory for buildings complying by Section R405 of this code. 8/28/2017 9:41 AM EnergyGauge®USA-v5.1 - Section R405.4.1 Compliant Software Page 1 of 3 FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) ❑ R403.2.3 Building Cavities(Mandatory). Building framing cavities shall not be used as ducts or plenums. ❑ R403.3 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., R403.3.1 Protection of piping insulation. ❑ R403.4.1 Circulating hot water systems(Mandatory). Circulating hot water systems shall be provided with an automatic or readily accessible manual switch that can turn off the hot-water circulating pump when the system is not in use. ❑ R403.4.3 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. Extemal heat traps shall consist of either a commercially available heat trap or a downward and upward bend of at least 3 Y2 inches(89 mm)in the hot water distribution line and cold water line located as close as possible to the storage tank. ❑ R403.4.4 Water heater efficiencies(Mandatory). O R403.4.4.1 Storage water heater temperature controls ▪ R403.4.4.1.1 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). ▪ R403.4.4.1.2 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 tumed off. O R403.4.4.2 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 met the criteria Section R403.4.4.2.1. ▪ R403.4.4.2.1 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. ❑ R403.5 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. Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating. ❑ R403.6 Heating and cooling equipment(Mandatory). The following sections are mandatory for cooling and heating equipment. O R403.6.1 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 which affect equipment sizing.System sizing calculations shall not include loads created by local intermittent mechanical ventilation such as standard kitchen and bathroom exhaust systems. • R403.6.1.1 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 403.6,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. 8/28/2017 9:41 AM EnergyGauge®USA-v5.1 - -Section R405.4.1 Compliant Software Page 2 of 3 FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) O R403.6.1.1 Cooling equipment capacity.(continued) The published value for AHRI total capacity is a nominal, rating-test value and shall not be used for equipment sizing.Manufacture's expanded performance data shall be used to select cooling-only equipment.This selection 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 temperature 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 multi-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 multi-family units,the capacity of equipment may be sized in accordance with good design practice. O R403.6.1.2 Heating equipment capacity • R403.6.1.2.1 Heat pumps. Heat pumps sizing shall be based on the cooling requirements as calculated according to Section R403.6.1.1 and the heat pump total cooling capacity shall not be more than 1.15 times greater than the design cooling load. ▪ R403.6.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design requirements calculated according to the procedure selected in Section R403.6.1. • R403.6.1.2.3 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 R403.6.1. O R403.6.1.3 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. ❑ R403.7 Systems serving multiple dwelling units(Mandatory). Systems serving multiple dwelling units shall comply with Sections C403 and C404 of the Commercial Provisions in lieu of Section R403. ❑ R403.8 Snow melt 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 55°F,and no precipitation is falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40°F. ❑ R403.9 Swimming pools,inground spas and portable spas(Mandatory). The energy requirements for residential pools and inground spas shall be as specified in Sections R403.9.1 through R403.9.3 and in accordance with ANSI/APSP-15.The energy requirements for portable spas shall be in accordance with ANSI/APSP-14. O R403.9.1 Pool and spa heaters. All pool heaters shall be equipped with a readily accessible on-off switch that is mounted outside the heater to allow shutting off the heater without adjusting the thermostat setting. R403.9.1.1 Gas and oil-fired pool and spa heaters. All gas-and oil-fired pool and space 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 gas or LP gas shall not have continuously buming pilot lights. ▪ R403.9.1.2 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. O R403.9.2 Time switches. Time switches or other control method that can automatically turn off and on heaters and pumps according to a preset schedule shall be installed on all heaters and pumps. Heaters,pumps and motors that have built in timers shall be deemed in compliance with this equipment. Exceptions: • 1. Where public health standards require 24-hour pump operations. 2. Where pumps are required to operate solar-and waste-heat-recovery pool heating systems. 3. Where pumps are powered exclusively from on-site renewable generation. O R403.9.3 Covers. Heated swimming pools and inground permanently installed 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: Outdoor pools deriving over 70 percent of the energy for heating from site-recovered energy,such as a heat pump or • solar energy source computed over an operating season. ❑ RR404.1 Lighting equipment(Mandatory). A minimum of 75 percent of the lamps in permanently installed lighting fixtures shall be high-efficacy lamps or a minimum of 75 percent of permanently installed lighting fixtures shall contain only high efficacy lamps. Exception: Low-voltage lighting shall not be required to utilize high-efficacy lamps. O R404.1.1 Lighting equipment(Mandatory). Fuel gas lighting systems shall not have continuously burning pilot lights O R405.2 Performance ONLY. All ducts not entirely inside the building thermal envelope shall be insulated to a minimum of R-6. O R405.2.1 Performance ONLY. Ceilings shall have minimum insulation of R-19.Where single assemby of the exposed deck and beam type or concrete deck roofs do not have sufficent space,R-10 is allowed. 8/28/2017 9:41 AM EnergyGauge®USA-v5.1 - -Section R405.4.1 Compliant Software Page 3 of 3 FORM R405-2014 TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Budnick 1251 Selva Marina Cir Builder Name: Street: 1251 Selva Marina Circle Permit Office: Atlantic Beach City,State,Zip: Atlantic Beach,FL,32233 Permit Number: Owner: Budnick Jurisdiction: 261100 Design Location: FL,Jacksonville COMPONENT CRITERIA CHECK Air barrier and thermal barrier A continuous air barrier shall be installed in the building envelope. Exterior thermal envelope contains a continuous barrier. Breaks or joints in the air barrier shall be sealed. Air-permeable insulation shall not be used as a sealing material. Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned with the insulation and any gaps in the air barrier shall be sealed. Access openings, drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. Corners and headers shall be insulated and the junction of the foundation Walls and sill plate shall be sealed. The junction of the top plate and the top or exterior walls shall be sealed. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Knee walls shall be sealed. Windows, skylights and doors The space between window/door jambs and framing and skylights and framing shall be sealed. Rim joists Rim joists are insulated and include an air barrier. Floors (including above-garage Insulation shall be installed to maintain permanent contact with underside and cantilevered floors) of subfloor decking. The air barrier shall be installed at any exposed edge of insulation. Crawl space walls Where provided in lieu of floor insulation, insulation shall be permanently attached to the crawlspace walls. Exposed earth in unvented crawl spaces shall be covered with a Class I vapor retarder with overlapping joints taped. Shafts, penetrations Duct shafts, utility penetrations, and flue shaft openings to exterior or unconditioned space shall be sealed. Narrow cavities Batts in narrow cavities shall be cut to fit, or narrow 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 be air tight, IC rated, and sealed to the drywall. 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 on exterior wall Exterior walls adjacent to showers and tubs shall be insulated and the air barrier installed separating them from the showers and tubs. Electrical/phone box on The air barrier shall be installed behind electrical or communication 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. Fireplace An air barrier shall be installed on fireplace walls. Fireplaces shall have gasketed doors 8/28/2017 9:41 AM EnergyGauge®USA-v5.1 -Section R405.4.1 Compliant Software Page 1 of 1 OFFICE COPY FORM R405-2014 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Budnick 1251 Selva Manna Cir Builder Name: Street: 1251 Selva Marina Circle Permit Office: Atlantic Beach City,State,Zip: Atlantic Beach,FL,32233 Permit Number: Owner: Budnick Jurisdiction: 261100 Design Location: FL,Jacksonville County:: Duval(Florida Climate Zone 2) 1. New construction or existing New(From Plans) 9. Wall Types(5827.6 sqft.) Insulation Area 2. Single family or multiple family Single-family a. Frame Wood, Exterior R=19.0 5471.10 ft2 b.Frame-Wood,Adjacent R=19.0 356.50 ft2 3. Number of units,if multiple family 1 c. N/A R= ft2 4. Number of Bedrooms 3 d.N/A R= ft2 5. Is this a worst case? No 10.Ceiling Types (3213.0 sqft.) Insulation Area a.Roof Deck(Unvented) R=21.0 3213.00 ft2 6. Conditioned floor area above grade(ft2) 4570 b. N/A R= ft2 Conditioned floor area below grade(ft2) 0 c.N/A R= ft2 11.Ducts R ft2 7. Windows(1499.9 sqft.) Description Area a.Sup:System 1,Ret:System 1,AH:System 1 6 104.67 a. U-Factor: Dbl,U=0.30 1499.90 ft2 b.Sup: System 3, Ret:System 3,AH: System 3 6 104.67 SHGC: SHGC=0.25 c.Sup:System 2, Ret:System 2,AH:System 2 6 54.67 b. U-Factor N/A ft2 12.Cooling systems kBtu/hr Efficiency SHGC: a.Central Unit 34.0 SEER:14.00 b.Central Unit 17.8 SEER:14.00 c. U-Factor: N/A ft2 c.Central Unit 34.0 SEER:14.00 SHGC: 13.Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft2 a. Electric Heat Pump 34.0 HSPF:8.20 SHGC: b. Electric Heat Pump 17.8 HSPF:8.20 Area Weighted Average Overhang Depth: 5.504 ft. c.Electric Heat Pump 34.0 HSPF:8.20 Area Weighted Average SHGC: 0.250 14.Hot water systems 8. Floor Types (3213.0 sqft.) Insulation Area a. Electric Cap:40 gallons EF:0.950 a.Slab-On-Grade Edge Insulation R=0.0 3213.00 ft2 b. Conservation features b.N/A R= ft2 None c. N/A R. ft2 15.Credits Pstat Total Proposed Modified Loads: 128.36 PASS Glass/Floor Area: 0.328 Total Baseline Loads: 130.78 I hereby certify that the plans and specifications covered by Review of the plans and ;;:�O�1HE ST,v,:,,.• this calculation are in compliance with the Florida Energy specifications covered by this ��`1v r� ,;•..04,'s; Code. �, calculation indicates compliance ' :i: ..'... with the Florida Energy Code. +1,,,' -"•'•''''"- O ' PREPARED BY: _�' _;% • Before construction is completed a -- _ a ?. DATE: ____- 8/28/20 this building will be inspected for t.7•, ! •_ �� . a compliance with Section 553.908 '•, , •, ark I hereby certify that this b)Ading, as designed, is in compliance Florida Statutes. '•;•.+•••••........... ..y,4..c•C with the Florida Energy ode.¢ rn OD WE t ,,, OWNER/AGENT: ,L.,//r _ BUILDING OFFICIAL: / ' ' DATE: 124/1) DATE: q'/y'/ - Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory-sealed in accordance with R403.2.2.1. -Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and starting July 1,2017 this project requires an envelope leakage test report with envelope leakage no greater than 4.1 ACH50(R402.4.1.2). 8/28/2017 9:40 AM EnergyGauge®USA-v5.1 -Section R405.4.1 Compliant Software Page 1 of 6 FORM R405-2014 PROJECT Title: Budnick 1251 Selva Marina Ci Bedrooms: 3 Address Type: Street Address Building Type: User Conditioned Area: 4570 Lot# Owner: Budnick Total Stories: 2 Block/SubDivision: #of Units: 1 Worst Case: No PlatBook: Builder Name: Rotate Angle: 0 Street: 1251 Selva Marina Curd Permit Office: Atlantic Beach Cross Ventilation: County: Duval Jurisdiction: 261100 Whole House Fan: City,State,Zip: Atlantic Beach, Family Type: Single-family FL, 32233 New/Existing: New(From Plans) Comment: CLIMATE / IECC Design Temp Int Design Temp Heating Design Daily Temp V Design Location TMY Site Zone 97.5% 2.5% Winter Summer Degree Days Moisture Range FL,Jacksonville FL_JACKSONVILLE_INT 2 32 93 70 75 1281 49 Medium BLOCKS Number Name Area Volume 1 Block/ 2221 25541.5 2 Block2 993 11419.5 3 Block3 1356 15594 SPACES Number Name Area Volume Kitchen Occupants Bedrooms Infil ID Finished Cooled Heated 1 System 1 2221 25541.5 Yes 1 1 1 Yes Yes Yes 2 System 2 993 11419.5 No 0 1 1 Yes Yes Yes 3 System 3 1356 15594 No 4 1 1 Yes Yes Yes FLOORS # Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet 1 Slab-On-Grade Edge Insulatio System 1 219 ft 0 2221 ft2 ____ 0.4 0 0.6 2 Slab-On-Grade Edge Insulatio System 2 107 ft 0 992 ft2 — 0.4 0 0.6 ROOF / Roof Gable Roof Solar SA Emitt Emitt Deck Pitch # Type Materials Area Area Color Absor. Tested Tested Insul. (deg) 1 Hip Metal 3593 ft2 0 ft2 Unfinishe 0.96 No 0.7 No 21 26.6 ATTIC V # Type Ventilation Vent Ratio(1 in) Area RBS IRCC 1 Full attic Unvented 0 3213 ft2 N N 8/28/2017 9:40 AM EnergyGauge®USA-v5.1 -Section R405.4.1 Compliant Software Page 2 of 6 FORM R405-2014 CEILING V # Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Under Attic(Unvented) System 1 0.1 Blown 928.5 ft2 0 Wood 2 Under Attic(Unvented) System 2 0.1 Blown 928.5 ft2 0 Wood 3 Under Attic(Unvented) System 3 0.1 Blown 1356 ft2 0 Wood WALLS Adjacent Cavity Width Height Sheathing Framing Solar Below # Clint_ To WalLlype-- Space R_Value Ft-- 1n Ft In Area R-Value Fraction Absor. Grade% _ 1 S Exterior Frame-Wood System 1 19 9 0 11.5 0 103.5 ft2 0 0.19 0.8 0 2 E Exterior Frame-Wood System 1 19 12.25 0 11.5 0 140.9 ft2 0 0.19 0.8 0 3 S Exterior Frame-Wood System 1 19 17 0 11.5 0 195.5 ft2 0 0.19 0.8 0 4 W Exterior Frame-Wood System 1 19 18 0 11.5 0 207.0 ft2 0 0.19 0.8 0 5 S Exterior Frame-Wood System 1 19 8.5 0 11.5 0 97.8 ft2 0 0.19 0.8 0 6 W Exterior Frame-Wood System 1 19 9.5 0 11.5 0 109.3 ft2 0 0.19 0.8 0 7 W Exterior Frame-Wood System 1 19 20 0 11.5 0 230.0 ft2 0 0.19 0.8 0 8 E Exterior Frame-Wood System 1 19 21.5 0 11.5 0 247.3 ft2 0 0.19 0.8 0 9 N Exterior Frame-Wood System 1 19 12.5 0 11.5 0 143.8 ft2 0 0.19 0.8 0 10 W Exterior Frame-Wood System 1 19 4 0 11.5 0 46.0 ft2 0 0.19 0.8 0 11 S Exterior Frame-Wood System 1 19 12.5 0 11.5 0 143.8 ft2 0 0.19 0.8 0 12 S Exterior Frame-Wood System 1 19 17.5 0 11.5 0 201.3 ft2 0 0.19 0.8 0 13 N Exterior Frame-Wood System 1 19 17.5 0 11.5 0 201.3 ft2 0 0.19 0.8 0 14 W Exterior Frame-Wood System 1 19 2 0 11.5 0 23.0 ft2 0 0.19 0.8 0 15 E Exterior Frame-Wood System 1 19 8 0 11.5 0 92.0 ft2 0 0.19 0.8 0 16 N Exterior Frame-Wood System 1 19 8 0 11.5 0 92.0 ft2 0 0.19 0.8 0 17 E Exterior Frame-Wood System 1 19 12 0 11.5 0 138.0 ft2 0 0.19 0.8 0 18 S Exterior Frame-Wood System 1 19 8 0 11.5 0 92.0 ft2 0 0.19 0.8 0 19 S Exterior Frame-Wood System 2 19 3 0 11.5 0 34.5 ft2 0 0.19 0.8 0 20 W Garage Frame-Wood System 2 19 16 0 11.5 0 184.0 ft2 0 0.19 0.8 0 21 W Garage Frame-Wood System 2 19 15 0 11.5 0 172.5 ft2 0 0.19 0.8 0 22 N Exterior Frame-Wood System 2 19 9 0 11.5 0 103.5 ft2 0 0.19 0.8 0 23 W Exterior Frame-Wood System 2 19 4 0 11.5 0 46.0 ft2 0 0.19 0.8 0 24 N Exterior Frame-Wood System 2 19 27.25 0 11.5 0 313.4 ft2 0 0.19 0.8 0 25 E Exterior Frame-Wood System 2 19 11.5 0 11.5 0 132.3 ft2 0 0.19 0.8 0 _26 E Exterior Frame-Wood System 2 19 21 0 11.5 0 241.5 ft2 0 0.19 0.8 0 27 W Exterior Frame-Wood System 3 19 20.25 0 11.5 0 232.9 ft2 0 0.19 0.8 0 28 N Exterior Frame-Wood System 3 19 18.5 0 11.5 0 212.8 ft2 0 0.19 0.8 0 29 E Exterior Frame-Wood System 3 19 20.25 0 11.5 0 232.9 ft2 0 0.19 0.8 0 30 W Exterior Frame-Wood System 3 19 9 0 11.5 0 103.5 ft2 0 0.19 0.8 0 31 S Exterior Frame-Wood System 3 19 8.5 0 11.5 0 97.8 ft2 0 0.19 0.8 0 32 W Exterior Frame-Wood System 3 19 10.5 0 11.5 0 120.8 ft2 0 0.19 0.8 0 _33 S Exterior Frame-Wood System 3 19 17.5 0 11.5 0 201.3 ft2 0 0.19 0.8 0 34 S Exterior Frame-Wood System 3 19 8.75 0 11.5 0 100.6 ft2 0 0.19 0.8 0 35 S Exterior Frame-Wood System 3 19 17 0 11.5 0 195.5 ft2 0 0.19 0.8 0 36 E Exterior Frame-Wood System 3 19 19 0 11.5 0 218.5 ft2 0 0.19 0.8 0 37 N Exterior Frame-Wood System 3 19 17 0 11.5 0 195.5 ft2 0 0.19 0.8 0 8/28/2017 9:40 AM EnergyGauge®USA-v5.1 -Section R405.4.1 Compliant Software Page 3 of 6 FORM R405-2014 WALLS V Adjacent Cavity Width Height Sheathing Framing Solar Below AI Omt To-- Wall Type Space R-Value Ft In Ft In - Area R-Value- Fraction Absor. Grade% 38 N Exterior Frame-Wood System 3 19 16 0 11.5 0 184.0 W 0 0.19 0.8 0 DOORS # Omt Door Type Space Storms U-Value Wdth Height Area Ft In Ft In 1 W Insulated System 2 Metal .28 3 6.7 20.1 ft2 WINDOWS Orientation shown is the entered,Proposed orientation. / Wall Overhang V # Omt ID Frame Panes NFRC U-Factor SHGC Area Depth Separation Int Shade Screening 1 S 1 Vinyl Low-E Double Yes 0.3 0.25 47.8 ft2 5 ft 0 in 2 ft 0 in None None 2 S 1 Vinyl Low-E Double Yes 0.3 0.25 14.3 ft2 5 ft 0 in 0 ft 0 in None None 3 S 3 Vinyl Low-E Double Yes 0.3 0.25 132.9 ft2 1 ft 0 in 1 ft 0 in None None 4 W 4 Vinyl Low-E Double Yes 0.3 0.25 24.5 ft2 1 ft 0 in 1 ft 0 in None None 5 W 7 Vinyl Low-E Double Yes 0.3 0.25 61.5 ft2 12 ft 0 in 1 ft 0 in None None 6 W 7 Vinyl Low-E Double Yes 0.3 0.25 71.8 ft2 12 ft 0 in 1 ft 0 in None None 7 S 11 Vinyl Low-E Double Yes 0.3 0.25 9.0 ft2 1 ft 0 in 1 ft 0 in None None 8 S 12 Vinyl Low-E Double Yes 0.3 0.25 102.1 ft2 1 ft 0 in 1 ft 0 in None None 9 N 13 Vinyl Low-E Double Yes 0.3 0.25 103.3 ft2 6 ft 0 in 1 ft 0 in None None 10 N 13 Vinyl Low-E Double Yes 0.3 0.25 60.0 ft2 6 ft 0 in 1 ft 0 in None None 11 N 16 Vinyl Low-E Double Yes 0.3 0.25 28.2 ft2 6 ft 0 in 1 ft 0 in None None 12 E 17 Vinyl Low-E Double Yes 0.3 0.25 12.0 ft2 3 ft 0 in 1 ft 0 in None None 13 S 19 Vinyl Low-E Double Yes 0.3 0.25 20.4 ft2 12 ft 0 in 1 ft 0 in None None 14 N 22 Vinyl Low-E Double Yes 0.3 0.25 32.5 ft2 4 ft 0 in 1 ft 0 in None None 15 N 24 Vinyl Low-E Double Yes 0.3 0.25 6.0 ft2 4 ft 0 in 1 ft 0 in None None 16 N 24 Vinyl Low-E Double Yes 0.3 0.25 67.4 ft2 4 ft 0 in 1 ft 0 in None None 17 E 25 Vinyl Low-E Double Yes 0.3 0.25 44.9 ft2 12 ft 0 in 1 ft 0 in None None 18 E 26 Vinyl Low-E Double Yes 0.3 0.25 123.0 ft2 12 ft 0 in 1 ft 0 in None None 19 W 27 Vinyl Low-E Double Yes 0.3 0.25 103.1 ft2 3 ft 0 in 1 ft 0 in None None 20 E 29 Vinyl Low-E Double Yes 0.3 0.25 22.9 ft2 3 ft 0 in 1 ft 0 in None None 21 W 30 Vinyl Low-E Double Yes 0.3 0.25 8.3 ft2 3 ft 0 in 1 ft 0 in None None 22 S 31 Vinyl Low-E Double Yes 0.3 0.25 18.8 ft2 3 ft 0 in 1 ft 0 in None None 23 W 32 Vinyl Low-E Double Yes 0.3 0.25 37.5 ft2 3 ft 0 in 1 ft 0 in None None 24 S 33 Vinyl Low-E Double Yes 0.3 0.25 51.7 ft2 6 ft 0 in 1 ft 0 in None None 25 S 33 Vinyl Low-E Double Yes 0.3 0.25 62.0 ft2 6 ft 0 in 1 ft 0 in None None 26 S 34 Vinyl Low-E Double Yes 0.3 0.25 6.7 ft2 4 ft 0 in 1 ft 0 in None None 27 S 35 Vinyl Low-E Double Yes 0.3 0.25 93.8 ft2 3 ft 0 in 1 ft 0 in None None 28 E 36 Vinyl Low-E Double Yes 0.3 0.25 20.8 ft2 4 ft 0 in 1 ft 0 in None None 29 N 38 Vinyl Low-E Double Yes 0.3 0.25 51.3 ft2 5 ft 0 in 1 ft 0 in None None 30 N 38 Vinyl Low-E Double Yes 0.3 0.25 61.5 ft2 5 ft 0 in 1 ft 0 in None None 8/28/2017 9:40 AM EnergyGauge®USA-v5.1 -Section R405.4.1 Compliant Software Page 4 of 6 FORM R405-2014 GARAGE V # Floor Area Ceiling Area Exposed Wall Perimeter Avg.Wall Height Exposed Wall Insulation 1 780 ft2 780 ft2 64 ft 8 ft 1 INFILTRATION # Scope Method SLA CFM 50 ELA EqLA ACH ACH 50 1 Wholehouse Proposed ACH(50) .0003 3596.2 197.42 371.29 .2844 4.1056 HEATING SYSTEM J # System Type Subtype _ Efficiency Capacity Block Ducts 1 Electric Heat Pump None HSPF:8.2 34 kBtu/hr 1 sys#1 2 Electric Heat Pump None HSPF:8.2 17.8 kBtu/hr 2 sys#3 3 Electric Heat Pump None HSPF:8.2 34 kBtu/hr 3 sys#2 COOLING SYSTEM I # System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit None SEER:14 34 kBtu/hr 1020 cfm 0.75 1 sys#1 2 Central Unit None SEER: 14 17.8 kBtu/hr 534 cfm 0.75 2 sys#3 3 Central Unit None SEER: 14 34 kBtu/hr 1020 cfm 0.75 3 sys#2 HOT WATER SYSTEM V #_ System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None System 1 0.95 40 gal 60 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert # Company Name System Model# Collector Model# Area Volume FEF None None ft' 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 System 1 6 104.67 System 1 36.17 ft Default Leakage System 1 (Default) (Default) 1 1 2 System 3 6 104.67 System 3 36.17 ft Default Leakage System 3 (Default) (Default) 3 3 3 System 2 6 54.67 ft System 2 16.17 ft Default Leakage System 2 (Default) (Default) 2 2 8/28/2017 9:40 AM EnergyGauge®USA-v5.1 -Section R405.4.1 Compliant Software Page 5 of 6 FORM R405-2014 TEMPERATURES Programable Thermostat:Y Ceiling Fans: CoolingH Jan Feb Mar Me X Jun X Jul X Au X Se Oct Nov Dec Heatinngg Jan Xi Feb X Mar Apr MaJunJulAuSepOctXovXj Dec Venti Jan Feb X Mar X Apr May ' 1 Jun [ Jul [ Aug Sep [X Oct X' Nov Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling(WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling(WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating(WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating(WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 8/28/2017 9:40 AM EnergyGauge®USA-v5.1 -Section R405.4.1 Compliant Software Page 6 of 6 OFFICE COPY DETAILED COOLING CAPACMES# d EVAPORATOR AIR CONDENSER ENTERING AIR THIPONllNIN•F(•C) 10 75 MIN 0622.48 I 96(36) 105(40.4 115 0.1) 125(51.7) I X1 EINE 000111111130 10 10041111010 Told , 00031 WWI 1 I TORFMdf 1150 Capae6y 11501 Rd 81119111 Capary 111110 111111 ':O 11111518 I C1 C.le '1,CC) nom 5 N 010 16.: KYW' W. I ...t System TMd 1liln4 00"P. WAN 1 iwi Rad 1 50 KIP. r,,CC 441441601(0 00d6ar 508.111Rtl1 8EII4215•I%.Indoor s.dlaf4 • =,: ( 0 621 72(MI5 E1.43 10.44 110 20.98 10.08 1.36 19.27 9.88 1.54 19.10 928 1.74 18.58 8.53 1.97 15.58 8.39 212 "( 67(19.4) 1944 12.77 1.19 18.48 1229 1.36 17.47 11.99 123 13.40 11.55 1.73 15.28 11.15 1.98 14.05 1039 2.21 1 525 55(172)11 17.0 1227 1.19 17.10 1110 1.35 18.15 11.50 123 15.16 11.05 1.73 14.10 1036 1.95 12.45 10.19 2.20 i V 62(127) 17.64 16.03 1.15 1176 14.84 135 160 1422 1.0 14.91 13.76 1.73 14.00 14.00 1.95 13.10 13.10 220 57(13.9) 1697 1517 1.19 18.30 18.30 1.36 1659 16.55 112 14.11 14.51 1.73 1511 13.95 1.96 13.05 13.05 220 72 6222) 2119 10.96 121 ' 2277 1028 1.35 1982 10.19 129 1640 9.78 1.70 17.12 913 915 15.77 8.0 225 67(19.4) 1595 1351 1.20 1156 1322 1.47 17.80 1232 1.66 1110 1239 1.75 15.51 11.95 1.97 1427 11.45 253 111 100 63(1741} 18.40 13.011 1.20 17.47 12.57 I 116 I 1140 I 12.27 I 124 I 1644 I 1134 I 1.74 14.34 11.30 137 1119 1012 225 59_117) 15.09 18.13 120 1720 1371 120 15.27 1627 1.54 15.45 1543 1.74 1424 14.54 1.97 15.0 1269 234 ''D ( 57(15.9) 17.75 17.79 1.20 17.01 17.01 1.36 1624 1524 124 16.41 15.41 1.74 1412 1422 197 13157 13.57 292 Q 72 6224 2222 11.46 1.22 21.06 11.07 120 1931 _ 10.0 1.67 1453 1024 1.77 1721 920 2.00 15.92 925 2.25 Z 87(19.4) 2119 14.41 1.22 19.15 14.01 126 18.00 110 1.56 16.91 , 1315 1.76 1170 1271 1.99 14.44 1212 223 to 575 63(17.2)79 18.71 15.81 1.21 17.75 1341 1.36 16.74 12.99 1.56 1506 12.55 1.75 14.63 1209 1.96 1326 1125 223 62(15.7) 1148 17.11 121 17.63 17.0 1.311 110 1180 1.55 16.96 15.93 1.76 1410 14.99 110 1390 1159 2.23 57(151) 15.35 18.36 121 1720 17.0 129 1176 18.75 125 15.91 15.91 1.75 14.97 14.97 1.05 1297 1397 223 CONDENSER BR95NO AIR TEMPERATURES•F CC) EVAPORATOR AIR 76(23.0) 0(254) 0(36) 106(402) 115(411) 125(61.7) $ ewe CpadtyMBWh Rd Capaolr 0710 Tafd C4 s6Sy Msaln R.1 CpaoSy Y5NY1 '045 Capaaq Wdl left Capaa691100 15111 CPU 'FCC) yotern ram Sonat KW 1916-777-581168. KW SpOont RW 64(10.1 KV7'• sra. 101101 T6W 1_80.(10.1 KW lb Sono* 0/.. 111001 Ted 1 54mt ape.. ..- NN14240100Y1d6or 5..85(1 WISE F15t009"'CL Indoor 5aotIon --y ("p idlEgpl., 72(122) 2647 13.51 1.59 2528 19.08 (.71 I 24.03 13.62 1.51 22.72 12.(5 2.14 21.30 11.15 2.41 10.77 11.1 67(10.4) 2408 18.88 1.53 22.96 1624 1.71 21.52 15.78 1.91 20.62 15.31 2.15 19.93 14.00 2.42 17.93 1426 2.71 2 700 69(1/2)71 2232 16.04 1.53 21.30 15.60 1.72 20.23 15.14 7.92 19.11 14.88 2.18 17.01 14.75 2.42 18.62 13.50 2.79 62(16.7) 21.92 1975 1.53 20.94 19.25 1.72 1999 78.78 1.92 18.08 16.75 2.15 17.98 17.36 2.42 1689 1153 2.73 57(13.9) 21.31 21.31 1.54 20.52 20.52 7.72 19 70 19.70 192 18.81 18.81 216 17.66 1/26 2.42 16.51 16.51 2.73 2 72(22.2) 26.97 14.20 1.55 25./3 13.76 1.72 24.44 13.30 1.92 23.07 12.82 2.ib 21.60 12.37 2./3 20.01 11.76 2.74 6/(18.4) 24.53 1779 1.55 23.38 17.34 1.73 22.20 76.87 1.93 20.95 16.98 2.16 19.61 15.66 2.13 18.18 15.29 2.74 0. 600 63(1/.2)77 2277 17.07 1.55 21.70 16.62 1.73 20.60 16.15 1.94 19.43 15.65 2.17 18.19 15.13 2.44 16.86 14.56 2.75 g 62(16./) 22.45 21.17 1 y5 21.45 21.27 1.73 20.50 20.50 1.94 19.55 19.55 2.17 18.53 18.53 2.44 17.41 1741 2.74 57(19.9) 22.20 22.20 1.55 21.35 21.35 1.73 2017 20.47 1.94 19.63 19.59 2.17 18.51 18.51 244 17.39 17.39 2.74 72(22.2) 27.35 14.86 1.56 26.08 14.41 1.74 24.73 13.94 1.94 23.33 13_46 2.17 21.62 12.84 2.44 20.18 12.38 2.75 67(194) 24.89 18.65 1.57 23.71 15.38 1.75 22.49 17.91 1.95 21.20 1740 2.18 19.84 16.86 _ 2.45 18.37 76.26 2.76 0 9 63(17.2)07 23.12 18.05 1.57 22.02 11.59 1.75 20.88 17.10 1.96 19.68 16.59 2.19 18.41 16.05 2.46 17.05 15.45 277 62 76.7) 22.97 22.9/ 1.57 22.08 22.06 1./5. 21.14 21.14 1.95 20.14 20.14 2.19 19.0/ 19.0( 2.45 17.88 17.88 2.78 57 13.9) 22.134 22.94 1.51 22.05 22.05 1.75 21.11 21.11 1.85 20,12 20.12 219 1_121_1_79.04 2.45 17.0 1 1726 2.75 EVAPORATOR AIR 0113014 tan .O 351 TEMPERATURES•F CQ -. IA 75(23.9) 95 MA NM 105 MUM 115(48.1) 115(51.7) p-_ EY0 ' Cpadty MBtuh Taal Cep8tlty41110 100 00041010 R0 tipadty MSM 150 Capacity MON& 00 Cpn0F1/I0 00 ,74 CFM Sy•tent 0060 811111110 10001 21101119 41040 ;." F(C) Tool 50.770.1 KW Total 50.770.7 11111.. Ri •' o 6001 1444Rd 1" Bali K5No` TaSaKw. R0 50.1.1 imp.KUaa N .:.•;... 72(222) 3327 1732 1.97 32.47 1475 217 3027 1116 240 29.15_ 15.54 2.67 2720 1427 228 2529 14.15 233 3 67(10. 0 4) 39 2130 1.97 29.42 20.72 2.17 2796 2113 2.40 2199 19.50 2.67 24.0 156 20 2 220 1110 9.32 575 63(172)77 2151 20.46 127 27.22 1920 2.17 25.25 11299 241 2429 110 2.57 2222 1716 297 21.12 1725 9.92 62(15.7) 27.0 25.16 127 78.74 9425 2.17 26.44 2).90 241 24.07 25.17 227 2297 2287 227 2130 2130 232 • m N 57(13.9) 27.06 27.06 1.97 26.0 25.0 218 2501 26.01 241 285 29.0 267 22.64 22.64 237 21.27 2117 232 n 02 72(22.2) 34.85 1148 2.0 33.25 1710 221 91.57 17.30 2.44 29.18 1165 271 27.81 15.97 202 25.71 1524 3.37 III 1N) 67(19.4) 31.81 23.17 2.01 30.15 2229 221 2150 2127 244 26.95 21.32 271 25.18 20.61 932 2227 1924 3.96 ,r C 1060 63(17.2)77 29.25 22.21 2.01 27.91 21.62 221 26.47 21.00 245 24.94 20.34 271 23.29 1983 5.01 21.52 1138 3.36 N 62(16.7) 28.85 27.53 2.01 27.62 2737 221 26.38 26.36 245 25.12 .. 25.12 271 23.77 2277 3.01 2228 2226 3.36 0 57(13.0 28.55 2855 2.01 27.48 27.45 221 26.33 2133 2.45 75.0 250 271 23.74 2374 3.01 22.28 22.21 336 •• 42 72(222) 35.15 1827 282 9353 18.39 223 3121 17.73 2.46 20.0 17.13 2.73 27.0 16.44 30 2556 15.70 336 :Z 67(19.4) 31.88 I 230 202 3139 2327 223 25.62 22.74 246 27.14 2207 2.73 2134 21.36 3.44 2541 2166 336 W 1125 0(17. 2)27 , 29.55 ): 2294 _ 203 _ 18.15 1234 229 26.0 21.71 2.46 26.12 2123 271 25.45 2930 103 2125 1151 396 0 62(15.7) 29.16 2115 3.0 2102 5102 223 2629 - 250 2.46 25.56 25.56 279 24.15 24.15 923 720 2263 296 57(139) 29.10 2110 2.03 27.99 27.0 223 210 210 2.46 2152 7522 273 24.13 24.13 306 2220 223.0 235 • 'See notes on page 4 - AO.' .,. OFFICE COPY Budnick 1251 Selva Marina Cir HVAC Load Calculations for Budnick 6E10 oftwart RHVACRESIDENTIAL HVAC LOADS Prepared By: Donovan Heat&Air 315 6th Ave S Jacksonville Beach, FL 32250 904 241 3785 Monday,August 28, 2017 Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Home Energy Services c I ) Budnick 1251 Selva Marina Cir Jacksonville,FL 32218 4LJ/ Page 2_ Project Report General Project Information Project Title: Budnick 1251 Selva Marina Cir Designed By: Alexa Laughren Project Date: Monday, July 24, 2017 Client Name: Budnick Company Name: Donovan Heat&Air Company Address: 315 6th Ave S Company City: Jacksonville Beach, FL 32250 Company Phone: 904 241 3785 Company E-Mail Address: service@donovanac.com Company Website: www.donovanac.com Company Comment: Design Data Reference City: Jacksonville, Florida Building Orientation: Front door faces South Daily Temperature Range: Medium Latitude: 30 Degrees Elevation: 26 ft. Altitude Factor: 0.999 Outdoor Outdoor Outdoor Indoor Indoor Grains Dry Bulb Wet Bulb Rel.btum Rel.Hum Dry Bulb Difference Winter: 32 29.92 n/a n/a 70 n/a Summer: 95 77 45% 50% 75 46 Check Figures Total Building Supply CFM: 2,875 CFM Per Square ft.: 0.629 Square ft. of Room Area: 4,570 Square ft. Per Ton: 702 Volume (ft3): 72,774 Building Loads —! Total Heating Required Including Ventilation Air: 82,583 Btuh 82.583 MBH Total Sensible Gain: 65,075 Btuh 83 % Total Latent Gain: 13,097 Btuh 17 % Total Cooling Required Including Ventilation Air: 78,171 Btuh 6.51 Tons (Based On Sensible + Latent) Notes Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. C:\...\Budnick 1251 Selva Marina Cir.rh9 Monday,August 28,2017,2:22 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Home Energy Services 5 I u Budnick 1251 Selva Marina Cir Jacksonville,FL 32218 V V Page 3 Miscellaneous Report System 1 System 1 Outdoor Outdoor Outdoor Indoor Indoor Grail Input Data Dry Bulb Wet Bulb Rel.Hum Rel.Hum DJyBulb Differen Winter: 32 29.92 80% n/a 70 n/a Summer: 95 77 45% 50% 75 46.43 System 2 System 2 Outdoor Outdoor Outdoor Indoor Indoor G, ' Input Data Dry Bulb Wet Bulb --___ReI,HumRel.Hum Dry Bulb Differe ,R Winter: 32 29.92 80% n/a 70 n/a Summer: 95 77 45% 50% 75 46.43 System 3 System 3 Outdoor Outdoor Outdoor Indoor Indoor Grains Input Data Dry Bulb Wet Bulb Rel.Hum Rel.Hum Dry Bulb- Difference Winter: 32 29.92 80% n/a 70 n/a Summer: 95 77 45% 50% 75 46.43 Duct Sizing Inputs i Main Trunk Runouts Calculate: Yes Yes Use Schedule: Yes Yes Roughness Factor: 0.01000 0.01000 Pressure Drop: 0.1000 in.wg./100 ft. 0.1000 in.wg./100 ft. Minimum Velocity: 550 ft./min 450 ft./min Maximum Velocity: 600 ft./min 750 ft./min Minimum Height: 0 in. 0 in. Maximum Height: 0 in. 0 in. Outside Air Data Winter Summer Infiltration Specified: 0.250 AC/hr 0.250 AC/hr 303 CFM 303 CFM Infiltration Actual: 0.250 AC/hr 0.250 AC/hr Above Grade Volume: X 72.774 Cu.ft. X 72.774 Cu.ft. 18,194 Cu.ft./hr 18,194 Cu.ft./hr X 0.0167 X 0.0167 Total Building Infiltration: 303 CFM 303 CFM Total Building Ventilation: 0 CFM 0 CFM ---System 1--- j Infiltration &Ventilation Sensible Gain Multiplier: 21.98 = (1.10 X 0.999 X 20.00 Summer Temp. Difference) Infiltration &Ventilation Latent Gain Multiplier: 31.54 = (0.68 X 0.999 X 46.43 Grains Difference) Infiltration &Ventilation Sensible Loss Multiplier: 41.76 = (1.10 X 0.999 X 38.00 Winter Temp. Difference) Winter Infiltration Specified: 0.250 AC/hr(134 CFM) Summer Infiltration Specified: 0.250 AC/hr(134 CFM) ---System 2--- Infiltration &Ventilation Sensible Gain Multiplier: 21.98 = (1.10 X 0.999 X 20.00 Summer Temp. Difference) Infiltration &Ventilation Latent Gain Multiplier: 31.54 = (0.68 X 0.999 X 46.43 Grains Difference) Infiltration &Ventilation Sensible Loss Multiplier: 41.76 = (1.10 X 0.999 X 38.00 Winter Temp. Difference) Winter Infiltration Specified: 0.250 AC/hr(60 CFM) Summer Infiltration Specified: 0.250 AC/hr(60 CFM) ---System 3--- Infiltration &Ventilation Sensible Gain Multiplier: 21.98 = (1.10 X 0.999 X 20.00 Summer Temp. Difference) Infiltration &Ventilation Latent Gain Multiplier: 31.54 = (0.68 X 0.999 X 46.43 Grains Difference) Infiltration &Ventilation Sensible Loss Multiplier: 41.76 = (1.10 X 0.999 X 38.00 Winter Temp. Difference) Winter Infiltration Specified: 0.250 AC/hr(109 CFM) Summer Infiltration Specified: 0.250 AC/hr(109 CFM) Duct Load Factor Scenarios for System 1 Attic Duct Duct Surface From _No. Type Description _ Location Ceiling Leakage Insulation Area _LTIMDD I 1 Supply Main Attic 16F 0.09 6 600 No C:\...\Budnick 1251 Selva Marina Cir.rh9 Monday,August 28,2017, 2:22 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Home Energy Services • Budnick 1251 Selva Marina Cir Jacksonville,FL 32218 Page 4 ----------- Miscellaneous Report (cont'd) Attic Duct Duct Surface F No. Type Description Location Ceiling LeakageInsulation Area COM 1 Return Main Attic 16F 0.15 6 222 No Duct Load Factor Scenarios for System 2 Attic Duct Duct Surface From l No.- Type Description Location Ceiling Leakage Insulation Area [1]AIDD 1 Supply Main Attic 16F 0.09 6 268 No 1 Return Main Attic 16F 0.15 6 50 No Duct Load Factor Scenarios for System 3 71 Attic Duct Duct Surface From No. Type Description Location Ceiling Leakage Insulation Area [T1MDD I 1 Supply Main Attic 16F 0.09 6 366 No 1 Return Main Attic 16F 0.15 6 136 No • • C:\...\Budnick 1251 Selva Marina Cir.rh9 Monday,August 28,2017, 2:22 PM c CJ co ti N o o ro v '9 v v co c0 v v o cn (n cO w O o c0 1" u? ' in 1- a+ C CO 0 U) N N ,- •t- N ' ' cam) C) .- ,-- N C')N N Lt) .-C7 ,- C') N d CC 0- c� W co £ g V,a co co- 2 v) N. N. M CO _n co co co n Ni. o rn 01 et Q LL r� v v l� co co N CO rn CO co CO n m co co N. N ( N a N C > V m M N M to to N 7 N N '- N . r d N N) T�2 N r t� M M to co co tD N- N O O) co O N OD or O) O N 0 tf) 1 w U L.L. P V et N (D M N M O) CO CO (D I.- 00 M O co n W N N a CO CO N CO (n co N V N N O d� N - N Y y U �7 co N N (f) (D CO CO O N- O 0) (!7N- CO (O O) W (D f` C ,=LL N N V CO(D V to M a O O T O) CO r ,- 0) a V ' M r- (n Cb O C) co. r N- N co co '- V7 ,- CO n Q N m _ ee�� W N 0 co N (n (O U)) U) O OA cD O M co coco (n co,- O) O) CO C) A M COOn O O0) M M ' co J N O M O N N M t` co. N O) M CO CO M CO CO a r O CO O V t` M 0) N O 'Q N O CO N co- N is: N O) V O) O) M C) N� ct N N (D .- V (n N C co V co N N 0 I m C N in N- O N N- O NA N CO O CO I. et MD O fN Net N 03 M r-- N O) co Z(((lC,��4 N- CO in (n U) co Cr) I-- N V M M I- N (!") (D I,- O N CO N- CO N!') c0 O O CO co v • O) cD (D t` O O N n co co a N a M co O n CO N N N U ,- co. N N pp ..-- O) - O) (n r N (17 V c- N V (n .-- O) N ,- CO (D CV- N- N M N ' ,- M N c- C lf) c'c', c{ U) O) O t` M (!') d' (l') co M O N cD CO N CO O) CO co O Co (n N (n M M n N O V N N V (n N CO co M N (n N N. O CO M N CO O O C z st co co co N CO O (n M N .- pp co V N- M O N (n N CO CO N ,- O CO s s • W. V' N r (C) V f ,0 Cu, O N co N- W O CO D1 Nn co M co O O co N C) N V N_ CO V CO m M N in N N O) CO (n O) M co N N M (n N I-- N- '7 00 N 3 =„ (n 0 O N O N in O) N n V N O) O) co N V N (D O N CO to M N Nn (D N or (D (n CV (D N N , , V t() COCV N O ' to 1n N CO• 0 O CO C) O to CO co CO VO M (n O (D O CO M (O N O el to N N CO•-- C co O C O) m C) coM CO to (t) N co co ,- M N N CO er N n G CV NI 0 O co N-t co ZG co co O 10 (O N (O (O N N V• " J 4 ti -E U C g O 03 2 N m E Cr e0OD 3 2 ✓ ' 0 E' N o o E ID , c 112 co a) Cr y -E" E o o �Q1 LL. J U C co O N y -� O E i0 N j M V 7 C N M N CO C C O Z 7 7 o ' O to O CO I, . W C O O a) Z Cr d - d o N O 0 .0 C c ( w co O O E c 45 _c v m M �j0 m 0 E —> E '- > C G m m m o E > E — 3 ° 7@ E > E ,- G m m CO N CO m m n y 0) o m C.) CO U a «: n a> o m N n a) O CO m 03 CO d Q T •N Q C lL (n O. O O N M N Q C d 2' J N Q C §= J U .O (cNn CY N '- N C7 V `- `- `- r L7 R N (n N- a0 CO2 N r to (O CO O) / '� m 0 Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Home Energy Services 6 Budnick 1251 Selva Marina Cir Jacksonville,FL 32218 Page 6 i Duct Size Preview Room or Minimum Maximum Rough. Design SP Duct Duct Act Du Duct Name Source Velocity Velocity Factor L/100 Loss Velocity Length Flory Flow d Flow Size System 1 Supply Runouts Zone 1 1-Foyer Built-In 450 750 0.01 0.1 519/ 45_ 71 1-5 2-Sitting/Kitchen Built-In 450 750 0.01 0.1 462.2 168 _' 363 4-6 3-Pantry Built-In 450 750 0.01 0.1 375.1 47_ 33 1-4 4-Dining/Living Room Built-In 450 750 0.01 0.1 546.6 156 _ 215 2-6 10-Cate's Closet Built-In 450 750 0.01 0.1 260.4 33_ 23 1--4 11-Bath 3 Built-In 450 750 0.01 0.1 414.7 46_ 36 1-4 12-Cate's Bedroom Built-In 450 750 0.01 0.1 537.2 200_ 316 3-6 13-Pool Bath Built-In 450 750 0.01 0.1 462 87- 91 1-6 Other Ducts in System 1 Supply Main Trunk Built-In 550 600 0.01 0.1 525.9 782_ 1,147 20 System 2 Supply Runouts Zone 1 5-Powder Room Built-In 450 750 0.01 0.1 0 0® 0 0-0 6-Mud Room Built-In 450 750 0.01 0.1 508.1 69_ 69 1-5 7-Laundry Built-In 450 750 0.01 0.1 550.9 75_ 75 1-5 8-Master Bath Built-In 450 750 0.01 0.1 467.4 151 184 2-6 9-Master Bedroom Built-In 450 750 0.01 0.1 584.1 97_ 239 3-5 Other Ducts in System 2 Supply Main Trunk Built-In 550 600 0.01 0.1 530.3 391 567 14 System 3 Supply Runouts Zone 1 14-Dining/Living Built-In 450 750 0.01 0.1 480.8 131 -.':14,1 472 5-6 15-Bath 4 Built-In 450 750 0.01 0.1 632.1 34 ,,'11`r 55 1-4 16-Bedroom 3 Built-In 450 750 0.01 0.1 619.9 89 ialla 254 3-5 17-Bath 5 Built-In 450 750 0.01 0.1 335.7 19 29 1-4 18-Bedroom 4 Built-In 450 750 0.01 0.1 587.6 116240 3-5 19-Passage Built-In 450 750 0.01 0.1 633.3 57 _ 1 111 2-4 Other Ducts in System 3 Supply Main Trunk Built-In 550 600 0.01 0.1 532.1 4461 1,161 20 Summary System 1 Heating Flow: 782 Cooling Flow: 1147 System 2 Heating Flow: 391 Cooling Flow: 567 System 3 Heating Flow: 446 Cooling Flow: 1161 C:\...1Budnick 1251 Selva Marina Cir.rh9 Monday,August 28,2017,2:22 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Home Energy Services 1‘ Budnick 1251 Selva Marina Cir Jacksonville,FL 32218 -_________ Page 7 Total Building Summary Loads 1 Component Area Sen Lat Sen Total iI Description Quan Loss Gain Gain Gates 4A-6-o: Glazing-Double pane low-e (e = 0.20 or less), 1499.9 19,948 0 24,069 24,069 high performance, operable window, a=0.05 on surface 2, any frame, u-value 0.35, SHGC 0.3 11J: Door-Metal- Fiberglass Core 20.1 458 0 229 229 12E-Osw: Wall-Frame, R-19 insulation in 2 x 6 stud 3971.3 10,263 0 6,048 6,048 cavity, no board insulation, siding finish, wood studs 12E-Osw: Part-Frame, R-19 insulation in 2 x 6 stud cavity, 336.4 870 0 435 435 no board insulation, siding finish, wood studs 18A1-21o: Roof/Ceiling-Roof Joists Between Roof Deck 3245.6 5,796 0 4,730 4,730 and Ceiling or Foam Encapsulated Roof Joists, Spray Foam Insulation, Dark or Bold-Color Asphalt Shingle, Dark Metal, Dark Membrane, Dark Tar and Gravel, R-21 open cell 1/2 lb. spray foam, 5.5 inches in 2 x 6 joist cavity, 1 inch on joist 22A-ph: Floor-Slab on grade, No edge insulation, no 326 16,821 0 0 0 insulation below floor, any floor cover, passive, heavy moist soil Subtotals for structure: 54,156 0 35,511 35,511 !i People: 5 1,000 1,150 2,150 Equipment: 0 6,900 6,900 Lighting: 0 0 0 !, Ductwork: 15,764 2,532 8,920 11,452 Infiltration: Winter CFM: 303, Summer CFM: 303 12,663 9,565 6,664 16,229 Ventilation: Winter CFM: 0, Summer CFM: 0 0 0 0 0 AED Excursion: 0 0 5,929 5,929 Total Building Load Totals: 82,583 13,097 65,075 78,171 Check Figures Total Building Supply CFM: 2,875 CFM Per Square ft.: 0.629 Square ft. of Room Area: 4,570 Square ft. Per Ton: 702 Volume (ft3): 72,774 Building Loads______ Total Heating Required Including Ventilation Air: 82,583 Btuh 82.583 MBH Total Sensible Gain: 65,075 Btuh 83 ok Total Latent Gain: 13,097 Btuh 17 Total Cooling Required Including Ventilation Air: 78,171 Btuh 6.51 Tons(Based On Sensible + Latent) Notes Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. C:\...\Budnick 1251 Selva Marina Cir.rh9 Monday,August 28,2017,2:22 PM • Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. 1 Home Energy Services Budnick 1251 Selva Marina Cir i Jacksonville.FL 3.2218 Page 8 Building Pie Chart Infiltration 15% Floor 20% Roof 7% Ductwork 19% x Wall 13% .. _� k:1, -. ..n ° Door 1 /. Glass 24% Roof 6% AED Excursion 8% Wall 8% .N,NN Infiltration 21% Glass 31% FF. ,, Ductwork 15% People°/3% Equipment 9% C:\ ...\Budnick 1251 Selva Marina Cir.rh9 Monday, August 28, 2017, 2:22 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Home Energy Services I N Budnick 1251 Selva Marina Cir Jacksonville,FL 32218 44111»JJJ/// Page. Manual S Performance Data - System 1 - System 1 Cooling Loads and Design Conditions1111 Outdoor Dry Bulb: 95 Sensible Gain: 26,238 Outdoor Wet Bulb: 77 Latent Gain: 5,724 Indoor Dry Bulb: 75 Total Gain: 31,962 Indoor RH: 50 Load SHR: 0.82 Elevation: 26 Supply Airflow: 1,147 Latitude: 30 Entering Dry Bulb: 75.8 Altitude Factor: 1 Entering Wet Bulb: 63 Equipment Performance Data at System Design Conditions Air Source Heat Pump Model: N4H436CKG**+FEM4X36**BL, Nominal Capacity: 34,000 Entered Interpolation Data: EDB EWB Air Flow ODB Total Power 75.8°F °F CFM °F Capacity Input Sensible i MBtuh kW S/T Capacity MBtuh 1050 85 31 2.52 0.899 27.88 62 105 27.81 3.1 0.943 26.23 1200 85 31.74 2.57 0.937 29.74 105 28.63 3.15 1 28.63 1050 85 34.17 2.54 0.69 23.58 105 30.58 3.12 0.724 22.15 67 85 34.82 2.59 0.721 25.1 1200 105 31.1 3.17 _ 0/623.65 Interpolation Results: Percent Load of Load Sensible Capacity: 27,742 26,238 106% Latent Capacity: 2,821 5,724 49% Total Capacity: 30,562 31,962 96% Power Input: 2.85 C:\...\Budnick 1251 Selva Marina Cir.rh9 Monday,August 28,2017,2:22 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Home Energy Services Budnick 1251 Selva Marina Cir Jacksonville,FL 32218 --__ Page 10 Manual S Performance Data - System 2 - System 2 Cooling Loads and Design Conditions Outdoor Dry Bulb: 95 Sensible Gain: 12,693 Outdoor Wet Bulb: 77 Latent Gain: 2,355 Indoor Dry Bulb: 75 Total Gain: 15,047 Indoor RH: 50 Load SHR: 0.84 Elevation: 26 Supply Airflow: 567 Latitude: 30 Entering Dry Bulb: 75.4 Altitude Factor: 1 Entering Wet Bulb: 62.7 Equipment Performance Data at System Design Conditions Air Source Heat Pump Model: N4H418CKG"+FEM4X24**CL, Nominal Capacity: 18,000 Entered Internolation Data: EDB EWB Air Flow ODB Total Power 75.4°F °F CFM °F Capacity Input Sensible MBtuh S!T Capacity MBtuh 525 85 16.78 1.35 0.872 14.64 62 105 14.93 1.73 0.922 13.76 600 85 17.2 1.36 0.913 15.71 105 15.43 1.74 1 15.43 525 85 18.48 1.36 0.67 12.39 105 16.4 1.73 0.706 11.58 67 600 85 18.86 1.37 0.701 13.22 105 16.69 1.75 0.742 12.39 Interpolation Results: Percent Load of Load Sensible Capacity: 14,463 12,693 114% Latent Capacity: 1,953 2,355 83% Total Capacity: 16,416 15,047 109% Power Input: 1.55 C:\...\Budnick 1251 Selva Marina Cir.rh9 Monday,August 28,2017,2:22 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Home Energy Services Budnick 1251 Selva Marina Cir Jacksonville,FL 32218 -L��L LLLL Page 11 Manual S Performance Data - System 3 - System 3 Cooling Loads and Design Conditions Outdoor Dry Bulb: 95 Sensible Gain: 26,144 Outdoor Wet Bulb: 77 Latent Gain: 5,018 Indoor Dry Bulb: 75 Total Gain: 31,162 Indoor RH: 50 Load SHR: 0.84 Elevation: 26 Supply Airflow: 1,161 Latitude: 30 Entering Dry Bulb: 75.5 Altitude Factor: 1 Entering Wet Bulb: 62.8 Equipment Performance Data at System Design Conditions Air Source Heat Pump Model: N4H436CKG**+FEM4X36**BL, Nominal Capacity: 34,000 Entered Interpolation Data: EDB Total Power 75.5°F EWB Air Flow ODB Capacity Input °F CFM °F MBtuh kW Sensible SIT Capacity MBtuh 1050 85 31 2.52 0.899 27.88 62 105 27.81 3.1 0.943 26.23 1200 85 31.74 2.57 0.937 29.74 105 28.63 3.15 1 28.63 1050 85 34.17 2.54 0.69 23.58 105 30.58 3.12 0.724 22.15 67 1200 85 34.82 2.59 0.721 25.1 105 31.1 3.17 0.76 23.65 Interpolation Results: Percent Load of Load Sensible Capacity: 27,701 26,144 106% Latent Capacity: 2,846 5,018 57% Total Capacity: 30,547 31,162 98% Power Input: 2.85 C:\ ...\Budnick 1251 Selva Marina Cir.rh9 Monday, August 28, 2017, 2:22 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc.1 Home Energy Services Budnick 1251 Selva Marina Cir', Jacksonville,FL 32218 _._ Page 12 i System 1 Room Load Summary Htg Min Run Run Clg Clg Min A -611 Room Area Sens Htg Duct Duct Sens Lat Clg Sys L. No Name SF Btuh CFM Size Vel Btuh Btuh CFM CFI --Zone 1--- 1 Foyer 140 2,250 45 1-5 520 1,557 175 71 71 2 Sitting/Kitchen 468 8,284 168 4-6 462 7,978 1,119 363 363 3 Pantry 90 2,308 47 1-4 375 720 350 33 33 4 Dining/Living 880 7,705 156 2-6 547 4,718 807 215 215 Room 10 Cate's Closet 81 1,634 33 1-4 260 499 243 23 23 11 Bath 3 125 2,263 46 1-4 415 795 321 36 36 12 Cate's Bedroom 341 9,909 200 3-6 537 6,955 875 316 316 13 Pool Bath 96 4,313 87 1-6 462 --__1,994 544 91 91 � Duct Latent 455 Return Duct 1,359 1:022 835 System 1 total 2,221 40,024 782 26,238 5,724 --_1,147 1,147 System 1 Main Trunk Size: 20 in. Velocity: 526 ft./min Loss per 100 ft.: 0.035 in.wg -. ._._....-------- - ;Cooling System Summary Cooling Sensible/Latent Sensible Latent Total Tons Split Btuh Btuh Btuh Net Required: 2.66 82%/ 18% 26,238 5,724 31,962 Actual: 2.83 75%/25% 25,500 8,500 34,000 Equipment Data Heating System Cooling System Type: Air Source Heat Pump Air Source Heat Pump Model: N4H436CKG** N4H436CKG** Indoor Model: FEM4X36**BL Brand: TEMPSTAR TEMPSTAR Description: Air Source Heat Pump Air Source Heat Pump Efficiency: 8.2 HSPF 14 SEER Sound: 0 0 Capacity: 35,000 Btuh 34,000 Btuh Adjusted Capacity: n/a 30,562 Btuh Sensible Capacity: n/a 25,500 Btuh Adjusted Sensible Capacity: n/a 27,742 Btuh Latent Capacity: n/a 8,500 Btuh Adjusted Latent Capacity: n/a 2,821 Btuh AHRI Reference No.: n/a 9613371 C:\...\Budnick 1251 Selva Marina Cir.rh9 Monday,August 28,2017,2:22 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Home Energy Services iBudnick 1251 Selva Marina Cir Jacksonville,FL 32218 w -': _ Page 13 I System 2 Room Load Summary 1 Htg Min Run Run Clg Clg Min Acji Room Area Sens Htg Duct Duct Sens Lat Clg Sys No Name SF Btuh CFM Size Vel Btuh Btuh CFM CFMJ ---Zone 1--- 5 Powder Room 81 0 0 0-0 0 0 0 0 0 6 Mud Room 144 3,392 69 1-5 508 1,523 337 69 69 7 Laundry 150 3,697 75 1-5 551 1,651 426 75 75 8 Master Bath 313 7,465 151 2-6 467 4,034 758 184 184 !. 9 Master Bedroom 305 4,797 97 3-5 584 5,252 372 239 239 Duct Latent 274 Return Duct 313 233 1.88 System 2 total 993 19,665 391 12,693 21355 567 567 System 2 Main Trunk Size: 14 in. Velocity: 530 ft./min Loss per 100 ft.: 0.057 in.wg Cooling System Summary Cooling Sensible/Latent Sensible Latent Total] Tons Split — --Btuh Btuh Btuh� Net Required: 1.25 84%/ 16% 12,693 2,355 15,047 Actual: 1.50 75%/25% 13,500 4,500 18,000 Equipment Data Heating System Cooling System Type: Air Source Heat Pump Air Source Heat Pump Model: N4H418CKG** N4H418CKG** Indoor Model: FEM4X24**CL Brand: TEMPSTAR TEMPSTAR Description: Air Source Heat Pump Air Source Heat Pump Efficiency: 8.2 HSPF 15 SEER Sound: 0 0 Capacity: 17,100 Btuh 18,000 Btuh Adjusted Capacity: n/a 16,416 Btuh Sensible Capacity: n/a 13,500 Btuh Adjusted Sensible Capacity: n/a 14,463 Btuh Latent Capacity: n/a 4,500 Btuh Adjusted Latent Capacity: n/a 1,953 Btuh AHRI Reference No.: n/a 9609715 C:\...\Budnick 1251 Selva Marina Cir.rh9 Monday,August 28,2017,2:22 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc Home Energy Services Budnick 1251 Selva Marina Cir Jacksonville,FL 32218 ��VVVV Page 14 System 3 Room Load Summary Htg Min Run Run Clg Min A Room Area Sens Htg Duct Duct Sens Lat Cig Sys No Name SF Btuh .;AFM Size V&: - Btuh Btyl^ °d, ,r y,,,, ,:F,a ---Zone 1--- 14 Dining/Living 420 6,474 131 5-6 481 10,374 1,913 472 472 15 Bath 4 86 1,700 34 1-4 632 1,212 330 55 55 16 Bedroom 3 263 4,397 89 3-5 620 5,573 528 254 254 ' 17 Bath 5 126 943 19 1-4 336 644 165 29 29 18 Bedroom 4 332 5,730 116 3-5 588 5,283 1,000 240 240 19 Passage 130 2,815 57 2-4 633 2,429 302 111 111 Duct Latent 271 Return Duct 834 629 509 System 3 total 1,356 22,894 446 26,144 5,018 1,161 1,161 System 3 Main Trunk Size: 20 in. Velocity: 532 ft./min Loss per 100 ft.: 0.036 in.wg Cooling System Summary, x=-K - ooling Sensible/Latent Sensible Latent Egli Tons _Split Btuh Btuh Btuh Net Required: 2.60 84%/16% 26,144 5,018 31,162 Actual: 2.83 75%/25% 25,500 8,500 34,000 Equipment Data i Heating System Cooling System Type: Air Source Heat Pump Air Source Heat Pump Model: N4H436CKG** N4H436CKG** Indoor Model: FEM4X36**BL Brand: TEMPSTAR TEMPSTAR Description: Air Source Heat Pump Air Source Heat Pump Efficiency: 8.2 HSPF 14 SEER Sound: 0 0 Capacity: 35,000 Btuh 34,000 Btuh Adjusted Capacity: n/a 30,547 Btuh Sensible Capacity: n/a 25,500 Btuh Adjusted Sensible Capacity: n/a 27,701 Btuh Latent Capacity: n/a 8,500 Btuh Adjusted Latent Capacity: n/a 2,846 Btuh AHRI Reference No.: n/a 9613371 C:\...\Budnick 1251 Selva Marina Cir.rh9 Monday,August 28,2017,2:22 PM OFFICE COPY MIAM MIAMI-DADE COUNTY COINTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami,Florida 33175-2474 T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economy GAF 1 Campus Dr. Parsippany,NJ 07054 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section to be used in Miami-Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section (in Miami-Dade County) and/or the AHJ (in areas other than Miami-Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify,or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: HydroStop®PremiumCoat® System over Wood Decks. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,city,state and following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product, for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA 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 NOA revises NOA No.13-0204.17 and consists of pages 1 through 9. The submitted documentation was reviewed by Gaspar J Rodriguez. NOA No.: 16-0308.03 Expiration Date: 01/01/19 Approval Date: 10/27/16 Page 1 of 9 ROOFING SYSTEM APPROVAL Category: Roofing Sub-Category: Liquid Applied Membrane Deck Type: Wood Material: Elastomeric Maximum Design Pressure: -67.5 psf TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Container Sizes Test Product &Dimensions Specification Product Description United Cleaning Concentrate 1 &5 Gallon Proprietary Biodegradable cleaning agent with specific functional ingredients for degreasing and removing soils and biological residues for proper cleaning of roof surfaces. HydroStop®BarrierGuard® 2 &5 Gallon Proprietary Priming and waterproofing compound for Waterproofing masonry surfaces. SureBond Primer 2&5 Gallon Proprietary Acrylic primer used for sealing masonry, metal and chalky surfaces. UniBase Primer 5 Gallon Proprietary Low viscosity,highly penetrating,acrylic polymer primer. Lock-Down Primer 1 &5 Gallon Moisture-Cure Urethane Primer For Corrosion Protection On Metal Surfaces. XR-2000 Primer 5 Gallon Water-based Acrylic primer for Kynar coated metal Acrylex 400 Primer 1 &5 Gallon Proprietary Acrylic latex primer for use over metal, masonry and wood surfaces. FlexSealrm Sealant 1 &5 Gallon or 1 TAS 139 Solvent-based,elastomeric sealant. qt. Tube HydroStop®PremiumCoat® ` 2&5 Gallon Proprietary Acrylic elastomeric waterproofing Foundation Coat compound used as a base layer in the PremiumCoat®System. HydroStop®PremiumCoat®Fabric Rolls Proprietary Reinforcing fabric for the PremiumCoat® System and/or BarrierGuard®. HydroStop41) PremiumCoat®Butter 2&5 Gallon Proprietary Acrylic elastomeric sealant for bridging Grade Flashing gaps,filling voids and low lying roof areas. United Coatings"'Roof Mate TCM 2&5 Gallon TAS 139 Water based,high solids, elastomeric Flashing sealant. United CoatingsT"'Roof Mate Liquid 5&55 Gallon TAS 139 Water based,sprayable highly elastic Fabric flashing compound. NOA No.: 16-0308.03 t' %.'•Ada'g'"1) Expiration Date: 01/01/19 e P..i;yE Approval Date: 10/27/16 Page 2 of 9 TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Container Sizes Test &Dimensions Specification Product Description HydroStop®PremiumCoat®Finish ' &5 Gallon ASTM D6083 Acrylic elastomeric waterproofing Coat compound used as a top layer in the PremiumCoat®System. HydroStop®TrafficCoat Deck 2 &5 Gallon Proprietary Acrylic elastomeric waterproofing Coating compound used as a non-skid surfacing layer over the PremiumCoat®System. GAFGLAS®Stratavent®Nailable 39-3/8"wide ASTM D4897, Smooth surfaced,asphaltic,nailable Venting Base Sheet Type II venting base sheet reinforced with fiberglass mat. Bottom side surfaced with granules. VersaShield® SoloTM Fire-Resistant 6' wide Rolls Proprietary Non-asphaltic,fire resistant fiberglass Slip Sheet underlayment. FireOutTM Fire Barrier Coating 5 or 55 Gallons Proprietary Low VOC,water-based fire barrier coating. APPROVED INSULATIONS: TABLE 2 Product Name Product Description Manufacturer (With Current NOA) EnergyGuardTM Polyiso Insulation Polyisocyanurate foam insulation GAF EnergyGuardTM Tapered Polyiso Insulation Polyisocyanurate foam insulation GAF Dens Deck® Gypsum Board Georgia Pacific Gypsum LLC Dens Deck®Prime Gypsum Board Georgia Pacific Gypsum LLC NOA No.: 16-0308.03 t" �' � �� ""40 Expiration Date: 01/01/19 Approval Date: 10/27/16 Page 3 of 9 APPROVED FASTENERS: TABLE 3 Fastener Product Product Manufacturer Number Name Description Dimensions (With Current NOA) 1. Drill-TecTM 3"Standard Galvalume®coated steel stress 3" Round GAF Steel Plate plate for use with approved Drill-TecTM fasteners. 2. Drill-TecT"'#14 Fastener Truss head,self-drilling,pinch #14 x 16"max. length, GAF point,high thread fastener for #3 Phillips head. use in steel,wood or concrete decks. 3. Drill-TecTM#12 Fastener Phillips head,modified buttress #12 x 8"max. length, GAF thread,pinch point,carbon steel #3 Phillips head. fastener for use in steel or wood decks.With CR-10 coating. Available with a pinch point or drill point. 4 Drill-TecTM ASAP 3S Drill-Tec#12 Fastener with See components GAF Drill-Tec 3" Standard Steel Plate. NOA No.: 16-0308.03 yPvvrpE3 Expiration Date: 01/01/19 Approval Date: 10/27/16 Page 4 of 9 • EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report Date Atlantic&Caribbean Roof Consulting,LLC 10-001 TAS 114 02/10/10 PRI Construction Materials GAF-306-02-01 ASTM E96 08/23/11 Technologies,LLC GAF-369-02-0l ASTM C1289 10/22/12 GAF-464-02-01 ASTM C1289 02/06/14 GAF-559-02-03 TAS 117 10/16/14 GAF-629-02-01 ASTM C1289 03/01/16 GAF-658-02-01 Proprietary 06/07/16 GAF-659-02-01 Proprietary 06/03/16 GAF-661-02-01 Proprietary 06/03/16 GAF-662-02-01 Proprietary 06/07/16 GAF-660-02-01 Proprietary 06/03/16 GAF-664-02-01 Proprietary 06/03/16 GAF-665-02-01 Proprietary 06/03/16 GAF-667-02-01 TAS 139 07/01/16 GAF-668-02-01 TAS 139 07/01/16 GAF-671-02-01 TAS 139 07/01/16 GAF-674-02-01 Proprietary 06/01/16 GAF-675-02-01 Proprietary 06/01/16 GAF-676-02-01 Proprietary 06/01/16 GAF-678-02-01 Proprietary 07/14/16 GAF-679-02-01 Proprietary 06/01/16 GAF-680-02-01 Proprietary 06/01/16 HSI-007-02-01 ASTM D6083 05/20/16 HSI-009-02-01 ASTM D6083 05/20/16 QCP-018-02-01 TAS 114 11/14/14 TrinitylERD 4697.12.00-1 TAS 114 12/07/00 G34140.04.11-5-R3 ASTM D4897 06/04/15 Underwriters Laboratories 08CA37926 UL 790 09/23/09 08CA49140 UL 790 09/23/09 TGFU.R26758 UL 790 02/09/16 NOA No.: 16-0308.03 1" `% ��Q""i Expiration Date: 01/01/19 Approval Date: 10/27/16 Page 5 of 9 APPROVED ASSEMBLIES: Membrane Type: Liquid Applied Membrane Deck Type 1I: Wood,Insulated Deck Description: Minimum 19/32"thick plywood secured 6"o.c.at panel end and intermediate supports with 8d ring shank nails to supports spaced maximum 24"o.c. System Type C(1): All layers of insulation are mechanically attached to roof deck. Membrane is subsequently fully adhered to insulation. HydroStop®PremiumCoat®products shall be installed in accordance with the manufacturer's specifications. The following are minimum installation guidelines.Consult the manufacturer's specifications or Technical Repersentative for specific/complete installation instructions. All General and System Limitations apply. One or more layers of the following insulations. Base Insulation Layer(Optional): Insulation Fasteners Fastener (Table 3) Density/ft2 EnergyGuardTM Polyiso Insulation,EnergyGuardTM Tapered Polyiso Insulation Minimum 1"thick N/A N/A Top Insulation Layer: Insulation Fasteners Fastener (Table 3) Density/ft2 Dens Deck® Minimum 0.25"thick 1,2 1:1.33 ft2 Note: All layers shall be simultaneously fastened; see top layer for fasteners and density. Insulation panels listed are minimum sizes and dimensions;if larger panels are used,the number of fasteners shall be increased maintaining the same fastener density. Please refer to Roofing Application Standard RAS 117 for insulation attachment. Insulation Joint Treatment Note: HydroStop®PremiumCoat®Foundation Coat is brush applied over all top insulation layer joints in a 6 in.width at a rate of 1.25 gal./sq.centered about each joint. 6 in.wide HydroStop®PremiumCoat®Fabric is embedded in the wet HydroStop®PremiumCoat®Foundation Coat. The fabric is then saturated with additional HydroStop®PremiumCoat®Foundation Coat brush applied at 1.25 gal/sq. Membrane: HydroStop®PremiumCoat®Foundation Coat is brush applied at a minimum rate of 1.25 gal./sq. HydroStop®PremiumCoat®Fabric is embedded in the wet HydroStop®PremiumCoat® Foundation Coat base coat within 4 in.wide seams and is saturated with additional HydroStop®PremiumCoat®Foundation Coat brush applied at a minimum rate of 1.25 gal./sq. Two(2)or more coats of HydroStop®PremiumCoat®Finish Coat are applied at a minimum rate of 0.75 gal./sq.per coat. Surfacing: HydroStop®TrafficCoat Deck Coating applied per manufacturer's installation instructions. (Optional) Maximum Design Pressure: Meets-60 psf (See General Limitation#7) NOA No.: 16-0308.03 "s Expiration Date: 01/01/19 Approval Date: 10/27/16 Page 6 of 9 Membrane Type: Liquid Applied Membrane Deck Type 1I: Wood,Insulated Deck Description: Minimum 15/32"thick plywood secured 6"o.c. at panel end and intermediate supports with 8d ring shank nails to supports spaced maximum 24"o.c. System Type C(2): All layers of insulation are mechanically attached to roof deck. Membrane is subsequently fully adhered to insulation. HydroStop®PremiumCoat®products shall be installed in accordance with the manufacturer's specifications.The following are minimum installation guidelines. Consult the manufacturer's specifications or Technical Repersentative for specific/complete installation instructions. All General and System Limitations apply. One or more layers of the following insulations. Base Insulation Layer(Optional): Insulation Fasteners Fastener (Table 3) Density/ft2 EnergyGuardTM Polyiso Insulation,EnergyGuardTM Tapered Polyiso Insulation Minimum 1"thick N/A N/A Top Insulation Layer: Insulation Fasteners Fastener (Table 3) Density/ft2 Dens Deck®Prime Minimum 0.25"thick 1,2,3,4 1:1.33 ft' Note: All layers shall be simultaneously fastened; see top layer for fasteners and density. Insulation panels listed are minimum sizes and dimensions;if larger panels are used,the number of fasteners shall be increased maintaining the same fastener density. Please refer to Roofing Application Standard RAS 117 for insulation attachment. Insulation Joint Treatment Note: HydroStop®PremiumCoatO Foundation Coat is brush applied over all top insulation layer joints in a 6 in.width at a rate of 1.25 gal./sq.centered about each joint. 6 in.wide HydroStop®PremiumCoat®Fabric is embedded in the wet HydroStop®PremiumCoat®Foundation Coat. The fabric is then saturated with additional HydroStop®PremiumCoat®Foundation Coat brush applied at 1.25 gal/sq. Membrane: HydroStop®PremiumCoat®Foundation Coat is brush applied at a minimum rate of 1.25 gal./sq. HydroStop®PremiumCoat®Fabric is embedded in the wet HydroStop®PremiumCoat® Foundation Coat base coat within 4 in.wide seams and is saturated with additional HydroStop®PremiumCoat®Foundation Coat brush applied at a minimum rate of 1.25 gal./sq. Two(2)or more coats of HydroStop®PremiumCoat®Finish Coat are applied at a minimum rate of 0.75 gal./sq.per coat. Surfacing: HydroStop®TrafficCoat Deck Coating applied per manufacturer's installation instructions. (Optional) Maximum Design Pressure: Meets-67.5 psf (See General Limitation#7) NOA No.: 16-0308.03 t,;,;;CYC, Expiration Date: 01/01/19 Approval Date: 10/27/16 Page 7 of 9 Membrane Type: Liquid Applied Membrane Deck Type 1: Wood,Non-Insulated Deck Description: Minimum 19/32"thick plywood secured 6"o.c. at panel end and intermediate supports with 8d ring shank nails to supports spaced maximum 24"o.c. System Type E: Anchor sheet mechanically attached to roof deck. Membrane is subsequently fully adhered to anchor sheet. HydroStop®PremiumCoat®products shall be installed in accordance with the manufacturer's specifications. The following are minimum installation guidelines. Consult the manufacturer's specifications or Technical Repersentative for specific/complete installation instructions. All General and System Limitations apply. Fire Barrier: VersaShield®SOLOT"s Fire Reistant Slip Sheet or FireOutT"'FireBarrier Coating applied per (Optional) manufacturer's installation instructions. Anchor Sheet: GAFGLAS®Stratavent®Nailable Venting Base Sheet is secured to the deck with Miami-Dade County Approved annular ring shank nails and 1-5/8"diameter tin caps spaced 7"o.c.along the 4"wide anchor sheet side laps and 7"o.c. in two staggered rows in the field of the sheet. Anchor Sheet Lap Treatment Note: HydroStop®PremiumCoat®Foundation Coat is brush applied over all anchor sheet laps in a 6 in.width at a rate of 1.25 gal./sq.centered about each lap. 6 in.wide HydroStop® PremiumCoat®Fabric is embedded in the wet HydroStop®PremiumCoat®Foundation Coat. The fabric is then saturated with additional HydroStop®PremiumCoat®Foundation Coat brush applied at 1.25 gal/sq. Membrane: HydroStop®PremiumCoat®Foundation Coat is brush applied at a minimum rate of 1.25 gal./sq. HydroStop®PremiumCoat®Fabric is embedded in the wet HydroStop®PremiumCoat® Foundation Coat base coat within 4 in.wide seams and is saturated with additional HydroStop®PremiumCoat®Foundation Coat brush applied at a minimum rate of 1.25 gal./sq. Two(2)or more coats of HydroStop®PremiumCoat®Finish Coat are applied at a minimum rate of 0.75 gal./sq. per coat. Surfacing: HydroStop®TrafficCoat Deck Coating applied per manufacturer's installation instructions. (Optional) Maximum Design Pressure: Meets-45 psf (See General Limitation#7) MANUFACTURER'S REQUIREMENTS: 1. Contractor must be a GAF HydroStopiD "Approved Applicator", trained and familiar with the details and specifications published by the manufacturer. Proof of this qualification shall be provided in written form from the manufacturer. 2. Refer to GAF's published installation instructions for detailed installation requirements and recommendations. 3. HydroStop® PremiumCoat® TrafficCoat is required for traffic bearing surfaces: All pedestrian traffic areas shall be coated with HydroStop®PremiumCoat®TrafficCoat as non-skid surfacing. NOA No.: 16-0308.03 Expiration Date: 01/01/19 Approval Date: 10/27/16 Page 8 of 9 GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance, refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq.,or mechanically attached using the fastening pattern of the top layer. 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt and/or adhesives panel size shall be 4'x 4'maximum. 4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each sidelap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 lbs./sq. Note: Spot attached systems shall be limited to a maximum design pressure of-45 psf. 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force(F')value of 275 lbf.,as tested in compliance with Testing Application Standard TAS 105. If the fastener value,as field-tested,are below 275 lbf. insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within a specific system. Should the fastener resistance be less than that required,as determined by the Building Official,a revised fastener spacing,prepared,signed and sealed by a Florida registered Professional Engineer,Registered Architect,or Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117. Calculations prepared, signed and sealed by a Florida registered Professional Engineer, Registered Architect, or Registered Roof Consultant (When this limitation is specifically referred within this NOA,General Limitation#9 will not be applicable.) 8. All attachment and sizing of perimeter nailers,metal profile, and/or flashing termination designs shall conform with Roofing Application Standard RAS 111 and applicable wind load requirements. 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones(i.e.field, perimeters,and corners).Neither rational analysis,nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones(i.e.perimeters,extended corners and corners). (When this limitation is specifically referred within this NOA,General Limitation#7 will not be applicable.) 10. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61G20-3 of the Florida Administrative Code. END OF THIS ACCEPTANCE NOA No.: 16-0308.03 "+ Expiration Date: 01/01/19 Approval Date: 10/27/16 Page 9 of 9 OFFICE COPY GAF -A- Architectural information Services DRolsrop SECTION 07560 ELASTOMERIC MEMBRANE ROOFING HYDROSTOP®PREMIUMCOAT®DESIGN LINE Budnick Property PREPARED BY: GAF®Architectural Information Services PROJECT NO.: U-20931 Note: GAF®does not practice architecture or engineering. This Design Line is provided as a guide specification and is based on criteria provided to GAF®. GAF®has not observed the jobsite conditions, contract specifications, or other documents and shall not be construed in any manner to be the designer of record. HYDROSTOP®PREMIUMCOAr DESIGN LINE MASTER SPECIFICATION PART 1 GENERAL 1.01 SUMMARY A. This section includes elastomeric membrane roofing for installation over Dens-Deck®Prime Roof Board. B. HydroStop®PremiumCoat®detail drawings,site-specific drawings and general provisions of the contract, including general,supplementary and special conditions found in the Division 1 specification section apply to the work addressed in this section. 1.02 DEFINITIONS A. Roofing Terminology: Refer to ASTM D1079 and the glossary of the National Roofing Contractors Association(NRCA)Roofing and Waterproofing Manual for definitions of roofing terms related to this section. 1.03 SYSTEM DESCRIPTION A. The HydroStop®PremiumCoat®roofing work includes roofing,flashing and reinforcing of joints and junctions,and roof accessories integrally related to roof installation. B. Final determination of the fitness of the system,or its components,for any given metal roof may not be made by any representative of GAF/HydroStopTM other than a member of GAF's Field Services Department. C. Provide an installed roofing membrane and base flashing system that does not permit the passage of water, and will withstand the design pressures calculated in accordance with the current revision of ASCE 7. D. GAF shall provide all primary roofmg materials that are physically and chemically compatible when installed in accordance with manufacturers current application requirements. 1.04 SUBMITTALS A. Submit under provisions of Section 01300. B. Product Data: 1. Provide Product Data Sheets for each type of product indicated in this section. C. Shop Drawings: 1. Provide manufacturers standard details and approved shop drawings for the system specified. 1.05 QUALITY ASSURANCE A. Manufacturer Qualifications:GAF shall provide a roofing system that meets or exceeds the criteria listed in this section B. Installer Qualifications:A single installer or firm shall perform all work addressed in this section,and shall possess written certification from GAF/HydroStop®which confirms their approval for installation of the HydroStop®PremiumCoat®Roofing System. C. Source Limitations:Components listed shall be provided by a single manufacturer or approved by the primary roofing manufacturer. 1.06 REGULATORY REQUIREMENTS A. Work shall be performed in a safe,professional manner,conforming to federal,state and local codes. 07560-2 Rev 05/17 HYDROSTOP®PREMIUMCOAr DESIGN LINE MASTER SPECIFICATION B. UL Listing:Provide HydroStop®PremiumCoat®Roofing System and component materials which have been evaluated by Underwriters Laboratories for flame-spread,and are listed in the"Underwriters Laboratory Roofing Materials and Systems Directory"for Class A construction over existing metal or other non-combustible roofing(Flame-spread shall pass ASTM E-108 and/or UL 790). Provide roof covering materials bearing UL approval marking on the container.This indicates that the material has been subjected to UL's examination,test procedures and follow-up inspection service. 1.07 PRE-INSTALLATION CONFERENCE A. Prior to scheduled commencement of the roofmg installation and associated work,conduct a meeting at the project site with the installer,architect,owner,GAF representative and any other persons directly involved with the performance of the work.The installer shall record conference discussions to include decisions,agreements,and open issues and furnish copies of recorded discussions to each attending party. The primary purpose of the meeting is to review foreseeable methods and procedures related to roofing work. 1. Tour representative areas of roofmg substrates to inspect and discuss conditions of substrate, penetrations and other preparatory work to be performed. 2. Review HydroStop®PremiumCoat®roofing system requirements(HydroStop®PremiumCoat® specifications,detail drawings and the Contract Documents). 3. Review required submittals,both completed and in progress. 4. Review and finalize the construction schedule related to roofing work,and verify availability of materials,installer's personnel,equipment and facilities needed to consistently make progress and avoid delays. 5. Review required inspection(s),testing,and certifying,and material usage accounting procedures. Review forecasted weather conditions. 6. Establish procedures for coping with unfavorable conditions,including the possibility of temporary roofing work. 1.08 DELIVERY,STORAGE AND PROTECTION A. Store and handle HydroStop®PremiumCoat®materials in a manner that will ensure there is no possibility of contamination. B. Store in a dry,well ventilated,weather tight location at temperatures between 50°F(10°C)and 90°F (32°C)until the products are ready to be applied(keep from freezing). Do not stack material pallets more than two(2)high. C. Do not subject existing roof to unnecessary loading of stockpiled materials. D. Store and dispose of solvent-based materials,and materials used with solvent-based materials,in accordance with requirements of local authorities having jurisdiction. 1.09 PROJECT CONDITIONS A. Weather: 1. Proceed with roofing only when existing and forecasted weather conditions permit. 2. Ambient temperatures shall be above 50°F(10°C). CAUTION: Other weather and environmental conditions to consider are mist,dew, condensation and relative humidity. These factors may increase HydroStop®PremiumCoat®drying times. If various HydroStop®PremiumCoat®products are exposed to rain before they are completely dry,product may "wash-off'the roof. 07560-3 Rev 05/17 HYDROSTOP®PREMIUMCOAr DESIGN LINE MASTER SPECIFICATION B. Proceed with roofing work only when existing and forecasted weather conditions will permit work to be performed in accordance with HydroStop®PremiumCoat®recommendations and guarantee requirements as follows: 1. Do not begin work if precipitation is expected within twenty-four hours of application,or if temperatures are expected to fall below 50°F(10°C)during the duration of the job. a. FlexSealTM Sealant may be used in temperatures lower than 42°F(6°C). 2. Upper temperature restriction(both air and substrate)for application of HydroStop®PremiumCoat® products is 110°F(43°C). If substrate temperatures exceed 110°F(43°C),HydroStop®PremiumCoat® products shall be applied during cooler periods of the day. If this is not practical,the substrate shall be cooled with water,and then HydroStop®PremiumCoat®products applied just after the water has flashed-off. 3. No moisture may be present when applying HydroStop®PremiumCoat®products.Take into consideration to allow for sufficient daylight hours necessary for curing of materials. 1.10 SUBSTRATE CONDITIONS A. If any questions arise regarding the compatibility of HydroStop®PremiumCoat®products with an existing substrate,Installer shall prepare test patches to check adhesion(addressed in Part 3 of this specification). Always contact GAF's Technical Services Department concerning questionable substrates,required additional information and recommended test patch materials. B. The HydroStop®PremiumCoat®Roofing System is not to be used on heavy-traffic bearing substrates. If foot traffic is expected,an approved walkway system should be installed. C. The bonding surface must be free of ponding water,ice,and snow,and should have a horse hair or semi coarse finish. 1.11 WARRANTY A. Liquid Applied Diamond PledgeTM NDL Roof Guarantee:Manufacturers standard form,without money limitation,in which GAF agrees to repair leaks through the HydroStop®PremiumCoat®products on the roof caused by manufacturing defects,natural deterioration of,or workmanship in applying,the HydroStop®PremiumCoat®roofing system. 1. Warranty Duration: a. Ten(10)Years Labor and Material PART 2 PRODUCTS 2.01 MANUFACTURERS A. Acceptable Manufacturer: GAF,Commercial Roofing Products Division,which is located at: 1 Campus Drive;Parsippany,NJ 07054;Toll Free Tel: 800-ROOF-411;Tel:973-628-3000;Fax:973-628-3451; Email:technicalquestions@gaf.com;web:www.gaf.com 2.02 COATINGS: (Note: Drying Times: Listed drying times for various HydroStop®PremiumCoat®products are directly affected by environmental conditions and thickness of application. Additional drying time must be allowed when experiencing high relative humidity,low temperatures and/or very thick product application to prevent improper curing and/or product"wash-off'.) 07560-4 Rev 05/17 HYDROSTOP®PREMIUMCOAr DESIGN LINE MASTER SPECIFICATION A. HydroStop®PremiumCoat®Finish Coat:An acrylic,permanently flexible,highly UV-resistant,chemical- resistant elastomeric compound fully reinforced with a tough stitch-bonded polyester fabric designed for roofing and flashing applications of all types. 1. Application Rate:0.75-1.50 gal per 100 ft2(3.05 L/10 m2)per coat. 2. Application Method: Roof brush or 1"(25.4 mm)nap roller. 3. Application Temperature(air,surface):50°F(10°C)- 110°F(43°C). 4. Dry time:(touch dry) 1-4 hours at 77°F(25°C),40%R.H.(full cure):7 days. B. HydroStop®PremiumCoat®Foundation Coat:An acrylic,permanently flexible,highly UV-resistant, chemical-resistant elastomeric compound fully reinforced with a tough stitch-bonded polyester fabric designed for roofing and flashing applications of all types. 1. Application Rate: 1.0-1.50 gal per 100 ft2(3.05 L/10 m2)per coat. 2. Application Method: Roof brush. 3. Application Temperature(air,surface): 50°F(10°C)- 110°F(43°C). 4. Dry time:(touch dry) 1-4 hours at 77°F(25°C),40%R.H.(full cure):7 days. 2.03 FLASHINGS,FABRIC AND BULKING AGENTS A. HydroStop®PremiumCoat®Butter Grade Flashing: A high volume solids for low shrinkage providing increased tensile strength and elongation on problem roof areas.It is ideally suited for sealing mechanical fasteners and horizontal seams on metal roofs,as well as around flashings,drains and protrusions. 1. Application Rate:apply up to'A"(6.4 mm)thickness 2. Application Method:Putty Knife,spatula and stiff bristle brush. 3. Application Temperature(ambient):minimum 50°F(10°C). 4. Dry Time: 1-4 hours depending on application thickness 5. Clean-up:Water before curing. B. HydroStop®PremiumCoat®Fabric:tough,non-woven,stitch-bonded,heat-set polyester designed for roofing and flashing applications of all types.Available in 300 ft.(91m)rolls and varying widths. 1. Length:300 ft.(91 m);width:4"(102 mm),6"(152 mm),8"(203 mm), 12"(305 mm), 16"(406 mm),20"(508 mm),24"(610 mm). 2. Length:336ft.(102 m);width:40"(1.02 m). 2.04 EQUIPMENT: A. Airless Sprayer and Accessories:As recommended by GAF's Technical Services. PART 3 EXECUTION 3.01 INSULATION INSTALLATION A. Attachment:Fasten Dens-Deck®Prime Roof Board with Drill-TecTM#12 Standard or#14 HD Fasteners and 3"Standard Plates at the rate of one fastener ever 1.33 sq.ft.:24 fasteners per 4'x 8'board in the field,36 fasteners per 4'x 8'board in the perimeter,and 48 fasteners per 4'x 8'board in the corners. 1. Stagger all board joints.Lay boards with edges in moderate contact,without forcing. Cut insulation to fit neatly to perimeter blocking and around penetrations through the roof. 2. Apply no more insulation than can be covered with waterproofing on the same day. 3. Install cant strips at internal corner and metal drip edge on outside perimeter. 07560-5 Rev 05/17 HYDROSTOP 'PREMIUMCOAr DESIGN LINE MASTER SPECIFICATION B. Board Installation: 1. Board Seams:Using 6 inches(152 mm)HydroStop®PremiumCoat®Fabric and HydroStop® FoundationCoat®components(as described above),waterproof all board seams,cracks and non- working joints.Center 12 inches(305 mm)fabric over all seams. 2. Roof Perimeter:Using 12"(305 mm)HydroStop®PremiumCoat®Fabric and HydroStop® FoundationCoat®components(described above),waterproof entire roof perimeter.Continue waterproofing up vertical surfaces and onto deck a minimum of 12"(30 cm)in each direction. 3. Roof Penetrations:Using 12 inches(305 mm)HydroStop®PremiumCoat®Fabric and HydroStop® FoundationCoat®components(described above)seal any items projecting through waterproofing material so they are watertight. 4. Roof Field:Using 40 inches(1.0 m)HydroStop®PremiumCoat®Fabric and HydroStop® FoundationCoat®components(as described above)seal the entire roof field.Overlap adjacent runs of fabric a minimum of 4 inches(101 mm). 3.02 PREPARATION OF SUBSTRATE A. Moisture Survey:A moisture survey shall be performed on the roof system or substrates to determine the suitability of the existing roof or substrate for application of a HydroStop®roofing system.Any wet or deteriorated areas shall be removed and replaced. B. Preparation of the Roof substrate is the responsibility of the installer,who shall address and correct all of the conditions listed in this section.Examine substrates to receive new roofing.Do not proceed with the installation of the HydroStop®roofing system until unsatisfactory conditions have been corrected in a manner acceptable GAF. C. Deteriorated Seams/Cracks:Repair all delaminated or open seams using method acceptable to GAF. D. Pitch Pans:Pitch pans shall be capped with sheet metal so they may be sealed with HydroStopmM products. E. Condensate Lines:Condensate lines shall be installed from HVAC units to gutters as part of the overall drainage system.The type of piping used for condensate lines may vary depending on local building codes. 3.03 FLASHING APPLICATION AND INSPECTION INFORMATION A. Preliminary work consists of substrate preparation and all flashing details.After completion of substrate preparation,all flashing details,penetrations and curbs shall be flashed with 12 inches(305 mm) HydroStop®PremiumCoat®Fabric and HydroStop®PremiumCoat®Butter Grade Flashing or HydroStop® PremiumCoat®FoundationCoat®in accordance with HydroStop®Detail Drawings.HydroStop® PremiumCoat®Butter Grade Flashing or HydroStop®PremiumCoat®FoundationCoat®shall be feathered at the edges(see current HydroStop®Detail Drawings)so that water may flow over the various flashing details. B. Parapet Walls:All parapet wall details within the roof system shall be secured and sealed with 12 inches (305 mm)width of HydroStop®PremiumCoat®Fabric and HydroStop®PremiumCoat®Butter Grade Flashing.All voids and open areas shall be filled with polyurethane foam prior to application of HydroStop®PremiumCoat®Fabric and PremiumCoat®Butter Grade. C. Curb Flashings:All curb flashings,including cricket details,shall be flashed with 12 inches(305 mm) width of HydroStop®PremiumCoat®Fabric and PremiumCoat®Butter Grade.Encapsulate all fasteners using HydroStop®PremiumCoat®Butter Grade Flashing.Do not bridge fasteners.HydroStop® PremiumCoat®Fabric shall be cut around all fasteners so fabric lies flat. D. Penetrations:HydroStop®PremiumCoat®Butter Grade Flashing shall be applied around the base of the penetration,extending at least 6 inches(152 mm)onto the vertical and 6 inches(152 mm)onto the base. Cut HydroStop®PremiumCoat®Fabric to accommodate the shape of the penetration. E. Skylights:Curb skylights shall be treated in the same fashion as curb flashings.After Flashing work has been completed and the coating has cured,treat deteriorated fiberglass skylight panels with United CoatingsTM Acrysheen Sealer. 07560-6 Rev 05/17 HYDROSTOP®PREMIUMCOAr DESIGN LINE MASTER SPECIFICATION F. Gutters:Trowel or brush apply FlexSealTM Sealant to the interior or exterior gutter incorporating 12 inches (305 mm)HydroStop®PremiumCoat®Fabric at all gutter seams.Gutter shall be completely clean and dry before applying FlexSealTM Sealant. G. Inspect Preliminary Work/Flashing Details for problem areas(e.g.,gaps,cracks,fishmouths,air pockets, etc.)to ensure that work is complete and satisfactory. 3.04 OTHER ITEMS A. Installer shall take photographs of representative roof areas,including detail work,before work commences,after the surface has been properly prepared,after all flashing and detail work has been performed,and after the spray application of the HydroStop®PremiumCoat®membrane. B. Installer shall provide the following support for on-site inspections by a representative from GAF's Field Services Department(list is not comprehensive): 1. Representative from the installer's company who has authority to make binding decisions 2. Required means to access all areas of the treated roof. 3. Previous photographs of the roof,including test patch results,as applicable 4. HydroStop®PremiumCoat®products and application equipment required to repair roof areas where destructive tests are to be performed by GAF's Field Services Department. C. Special care shall be taken to avoid shading when spraying dark HydroStop®PremiumCoat®Roofing Membrane colors.When applying a dark HydroStop®PremiumCoat®Membrane color,Installer shall always spray wet material onto wet material to ensure that spray lines do not appear.HydroStop® PremiumCoat®strongly recommends the installation of any dark-colored finish coat by spraying two lighter coats(instead of one heavy coat)using a smaller tip size.Installer should also use the roof ribs or standing seams to terminate each spray pass. D. Installer shall take special care when moving spray hoses and other equipment on the roof so that flashing work and encapsulated fastener heads are not damaged.Also,all spray equipment shall remain on the ground for the duration of the job. E. If there will be an extended period of time(6 months or greater)between application of base and finish coats,the use of HydroStop®PremiumCoat®white for the base coat(versus gray)is recommended.The base coat shall be thoroughly cleaned before applying the finish coat. F. It is strongly recommended that walkways be installed in all high traffic areas.Contact the GAF's Technical Services Department for recommendations. 3.05 REPAIRS A. In the event that the HydroStop®PremiumCoat®membrane is damaged or punctured,repairs are to be performed using HydroStop®PremiumCoat®Finish Coat and HydroStop®PremiumCoat® Fabric(where necessary)as follows: 1. Damaged areas are to be cut,cleaned and dried. 2. Apply HydroStop®PremiumCoat®Butter Grade Flashing or HydroStop®PremiumCoat®Finish Coat with HydroStop®Hydrofiber Bulking Agent,and feather out onto the existing HydroStop®membrane. 3. If a new penetration area has been cut,embed HydroStop®PremiumCoat®Fabric into the HydroStop® PremiumCoat®Butter Grade Flashing or HydroStop®PremiumCoat®Finish Coat with HydroStop® Hydrofiber Bulking Agent according to standard HydroStop®PremiumCoat®specifications. 4. Once the HydroStop®PremiumCoat®Butter Grade Flashing has cured,HydroStop®PremiumCoat® white or appropriate HydroStop®color may be applied for aesthetic uniformity. 3.06 MEMBRANE APPLICATION A. 10 Year System: 1. At a minimum,clean and prepare surfaces to receive waterproofing by removing all debris and/or by washing. 2. Apply HydroStop®PremiumCoat®FoundationCoat®by brush at the rate of 1.0 gallon per square and embed HydroStop®PremiumCoat®Fabric into the wet material to saturate the fabric. 07560-7 Rev 05/17 HYDROSTOP®PREMIUMCOAr DESIGN LINE MASTER SPECIFICATION 3. Apply additional HydroStop®PremiumCoat®FoundationCoat by brush at the rate of 1.5 gallons per square over the fabric. 4. Spray-apply base coat of HydroStop®PremiumCoat®Finish Coat at 0.75 gallons per square. 5. Spray-apply finish coat of HydroStop®PremiumCoat®Finish Coat at 0.75 gallons per square. 6. After a minimum of 24 hours has elapsed,inspect the final roof surface for flaws,areas of insufficient coverage,insufficient thickness,etc.The HydroStop®PremiumCoat®total system dry mil thickness is 40 mils.All unsatisfactory areas must be repaired. 7. Optional—Install two coats of TrafficCoat Deck Coating over completed PremiumCoat System at the rate of 0.75 gallons per 100 sq ft per coat. End of Section 0756 07560-8 Rev 05/17 HyciRosirrop A. IS . . ..Information Services UTH-44100 Budnick Property 7/24/2017 COMPONENT TYPE REQUIRED ATTACHMENT RATE OF APPLICATION DECK Plywood COVER BOARD Y."Dens Deck Prime One(1)layer Drill-TecTM#12 Standard Fasteners One fastener every 1.33 sq.ft.in Roof Board or#14 HD Fasteners and 3" the field: ASTM C-1177 Standard Plates Field: 24 fasteners per 4'x 8'board Perimeter: 36 fasteners per 4'x 8'board Corners: 48 fasteners per 4'x 8'board PRELIMINARY WORK HydroStop® HydroStop® Approved roof brush First coat: PremiumCoat® PremiumCoat® Fabric shall 1.5 gallon/100 sq.ft. Foundation Coat be embedded into two Approximately 24.1 wet mils And layers of HydroStop® Approximately 12.5 dry mils HydroStop® PremiumCoat®Foundation PremiumCoat®Fabric Coat Fabric shall be laid into wet foundation coat 6"fabric at insulation joints 12°fabric at penetrations and roof perimeter 40"in the field Second coat: 1 gallon/100 sq.ft. Approximately 16 wet mils Approximately 8.3 dry mils FINISH COATS HydroStop®Premium Coat® Two(2)coats Airless Sprayer 0.75 gallon/100 sq.ft per coat Finish Coat Approximately 12 wet mils per coat Approximately 6.3 dry mils per coat GUARANTEE Liquid Applied Emerald Ten(10)years Total system wet mil thickness: 64 Guarantee Fee Applicable Pledger"'Limited Warranty Total system dry mil thickness: 40 OPTIONAL HydroStop®TrafficCoat Deck Two(2)coats Roller 0.75 gallon/100 sq.ft.per coat SURFACING Coating Approximately 12 wet mils per coat Approximately 7 dry mils per coat *TrafficCoat Deck Coating is excluded from the Diamond Pledge's Guarantee. *Note:This system shall be installed by an Approved Contractor for the Fluid Applied Roofing System. Projects greater than 200 squares require approval by Regional Field Operations Manager. Projects greater than 100 squares require an interim inspection.Roof must have positive drainage.Actual application rates will depend on the texture and porosity of the substrate. All substrates must be clean and dry prior to the application of flashing materials or coatings. *Allow at least 24 hours Dry time prior to the application of subsequent coats. Test for adhesion prior to application of subsequent coats as required by HydroStop®application instructions.Inspect for defects,(gaps cracks,fishmouths,flaws or holidays etc.)and repair as required,prior to application of subsequent coats.Where multiple coats are applied,it is recommended that contrasting colors be used for each coat to ensure positive,uniform coverage.After application of Final coat allow a minimum of 24 hours drying time prior to allowing foot traffic or inspection..*Dry time will vary depending on weather conditions. Each roof has unique requirements. This specification is a graphic representation of products and their installation. To properly assess specific roofing needs,code compliance, system configurations and warranty eligibility,contact Contractor Services. Note: Your Area Field Services or Technical Services Managers are the only employees who can approve any deviation from GAF's published specification manual(s). Always review the appropriate Application&Specification Manual before commencing this project,as the Manual may contain information that is important for a successful installation. This Cut Spec specification shall not waive,supersede or alter the requirements and recommendations found in the most current Application&Specification Manual(s)referenced above,printed technical bulletins or specific correspondence drafted for this project by the Area Field Services or Technical Services Manager. Architectural Information Services,aisqaf.com Ph: 1-800-522-9224