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110 JACKSON RD - ATTACHED HOME ' Vis' CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD \. / ATLANTIC BEACH, FL 32233 <0131INSPECTION PHONE LINE 247-5814 RESIDENTIAL - NEW SINGLE FAMILY ATTACHED MUST CALL BY 4PM FOR NEXT DAY INSPECTION: 247-5814 PERMIT INFORMATION: PERMIT NO: RES18-0191 Description: ATTACHED TOWN HOME Estimated Value: 291508.65 Issue Date: 8/3/2018 Expiration Date: 1/30/2019 PROPERTY ADDRESS: Address: 110 JACKSON RD RE Number: 172137 0000 PROPERTY OWNER: Name: V ALLISON FORSYTH Address: 1738 SELVA MARINA DR ATLANTIC BEACH, FL 32233 GENERAL CONTRACTOR INFORMATION: Name: Address: Phone: Name: MATHIEU BUILDERS Address: 38 W 9TH ST QA DUSTIN MATHIEU BROWN 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. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. * A notice of Commencement is only required for work exceeding an estimated value of $2,500. For HVAC work, a Notice of Commencement is only required when HVAC work exceeds and estimated value of$7,500. •' .� \ Permit Conditions City of Atlantic Beach Permit Number: RES18-0191 Description:ATTACHED TOWN HOME Applied:5/31/2018 Approved: 7/11/2018 Site Address: 110 JACKSON RD Issued:8/3/2018 Finaled: City,State Zip Code:Atlantic Beach, Fl 32233 Status: ISSUED Applicant: <NONE> Parent Permit: Owner:V ALLISON FORSYTH Parent Project: Contractor: <NONE> Details: LIST OF CONDITIONS SEQ NO ADDED DATE REQUIRED DATE SATISFY DATE TYPE STATUS DEPARTMENT CONTACT REMARKS 1 6/5/2018 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). 2 6/5/2018 EROSION CONTROL INSTALLATION INFORMATIONAL PUBLIC WORKS Scott Williams Notes: Full erosion control measures must be installed and approved prior to beginning any earth disturbing activities. Contact the Inspection Line(247- 5814)to request an Erosion and Sediment Control Inspection prior to start of construction. 3 6/5/2018 ON SITE RUNOFF INFORMATIONAL PUBLIC WORKS Scott Williams Notes: All runoff must remain on-site during construction. 4 6/5/2018 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. 5 6/5/2018 ROLL OFF CONTAINER INFORMATIONAL PUBLIC WORKS Scott Williams Notes: Roll off container company must be on City approved list(Advanced Disposal,Realco Recycling,Shapell's,Inc.,Republic Services,Donovan Dumpsters). Container cannot be placed on City right-of-way. Printed: Friday,03 August,2018 1 of 2 • 'r j rliyjJr,. " ' Permit Conditions �r �r City of Atlantic Beach o;t D% 6 6/5/2018 RIGHT OF WAY RESTORATION INFORMATIONAL PUBLIC WORKS Scott Williams Notes: Full right-of-way restoration,including sod,is required. 7 6/5/2018 CONSTRUCTION SITE INFORMATIONAL MANAGEMENT PUBLIC WORKS Scott Williams Notes: Provide construction site management plan,including location of silt fence,dumpster,portable toilet. Right-of-Way Permit is required if using right- of-way for construction parking. 8 6/5/2018 RUNOFF INFORMATIONAL PUBLIC WORKS Scott Williams Notes: All runoff must remain on-site. Cannot raise lot elevation. 9 6/5/2018 MAXIMUM DRIVEWAY INFORMATIONAL • PUBLIC WORKS Scott Williams Notes: Maximum driveway width within the City right-of-way is 20'. 10 6/5/2018 REVISION INFORMATIONAL PUBLIC WORKS Scott Williams Notes: Any plan change must be submitted as a Revision to the Building Department. 11 6/5/2018 UNDERGROUND WATER SEWER INFORMATIONAL UTILITIES PUBLIC WORKS 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. 12 6/5/2018 METER BOX SEWER CLEAN OUT INFORMATIONAL PUBLIC WORKS Kayle Moore Notes: Ensure all meter boxes,sewer cleanouts and valve covers are set to grade and visible. 13 6/5/2018 RT1 SEWER CLEANOUT INFORMATIONAL PUBLIC WORKS 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. Printed: Friday,03 August, 2018 2 of 2 • 01..A.�f• City of Atlantic Beach APPLICATION NUMBER Js r Building Department (To be assigned by the Building Department.) � 800 Seminole Road RES 1 l Ol QL ' ^a'o 1'�G Atlantic Beach, Florida 32233-5445 Phone(904)247-5826 Fax(904) 247-5845 ;7117-. 5/3 l/ E-mail: building-dept@coab.us Date routed: / City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: RD JO (SQV = , .t review required Ye No Applicant: rnQ tt I� (A_( dens Planning &Zoninp //�� Tee Administrator P.L Project: t .) COAST 12_G f P • a ' ' is 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 ..- Comments: BUILDING PLANNING &ZONING Reviewed by: Date:Wk TREE ADMIN. Second Review: KrAPproved as revised. ❑Denied. Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES y� PUBLIC SAFETY Reviewed by: /�/' Date: 7/' Or FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. ❑Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 OFFICE COPY . '„„- Building Permit Application Updated 12/8/17 �a City of Atlantic Beach 800 Seminole Road,Atlantic Beach,FL 32233 Phone:(904)247-5826 Fax:(904)247-5845 I ?o .'ut kson cl fii 66-6�c d,- 1 RE S I n - 6 ( 9 Job Address: Permit Num er: Legal Description (Af}• eY( L Fl 5" 1e16,4- 600k- 1/ Pg q (4//93") RE# 1'3- . r� (3 7- •boob Valuation of Work(Replacement Cost)$ / ` ,5, DO 6 Heated/Cooled SF MP'1 I Non-Heated/Cooled 2i 33 • Class of Work(Circle one)(New)Addition Alteration Repair Move Demo Pool Window/Door • Use of existing/proposed structure(s)(Circle one): Commercial esident 7 • If an existing structure,is a fire sprinkler system installed?(Circle one): Yes No N/A • Submit a Tree Removal Permit Application if any trees are to be removed or Affidavit of No Tree Removal Describe in detail the type of work to be performed: N e.u2 (ay")S-& '( CV] o-( 6t,1 q l� caego i./c( G�#-a cAStCI h,40f)15 Florida Product Approval# `JJ J for multiple products use product approval form Property Owner Information /- Name: VI ti ii/5r6/1 le-). /tOf, eaC f Address: / ?-1 ' J e./Ja Mcv,,' t Z/,' City -¢/�r713c1-1, l33State Ff Zip ,-T a, 3.3 Phone gD,/- 7/(o 3 779 7- E-Mail CJ( o f s I q//n D 0)- ao1. COYV[ Owner or Agent(If Agent,Power of Attorney or Agency Letter Required) Contractor Information/�,1 ,,/ L Name of Company: �° "(a s e.v Out•/U_M s Qualifying Agent: ��Sr', H+'©a)r1 Address -1 f U'JJr+�se. City �7L/CU'(�,r BeIState f7 Zip .� 3�Office Phone n/Oy — J • 3/.0 • / Job Site/Contact Number State Certification/Registration# C I C . , E-Mail Architect Name&Phone# 0..P e U .c(t GP.S /1 p A r '6? C +�C Ant. n e t Engineer's Name&Phone# ' / '' Workers Compensationempt I t / 8 `t 8 E y CExInsurer/Lease Employees/Expiration Date Application is hereby made to obtain a permit to do the work and installations as indicated.I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all the laws regulationg construction in this jurisdiction.I understand that a separate permit must be secured for ELECTRICAL WORK,PLUMBING,SIGNS, WELLS,POOLS,FURNACES,BOILERS,HEATERS,TANKS,and AIR CONDITIONERS,etc.NOTICE:In addition to the requirements of this permit,there may be additional restrictions applicable to this property that may be found in the public records of this county,and there may be additional permits required from other governmental entities such as water management districts,state agencies,or federal agencies. OWNER'S AFFIDAVIT:I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE COM ENCEMENT. , V. - ^ zJ. /' , / (Signature o Owner or Agett) - (Signature of Contractor) (incl • :.contractor 4� ed and sworn to(ora' d)bete s Z (day of- Signed and sworn to(ora' •d)bef. e t is da of (v ✓r" IIPC A (Signature of Nota' •-- -. rq.1 TO S =' 4k= MY COMMISSION#FF 924951 Personally Known ORrsonally Known OR =': wa EXPIRES:October 6,2019 %y'•., TONIGINDLESPERGER moi` • PublcUnderv+dters [ ]Produced Identification :+A �,: MY COMMISSION#FF 924951 [ I Produced Identification %; o;;d Bonded Thru No.an Type of Identification: '` taFs'nrtnhar R x 19 Type of Identification: _ ;r. � EXP %�of ?' Bonded Thru Notary Public Underwriters OFFICE COPY PERMITTED BUILDING DATA DO NOT WRITE BELOW — OFFICE USE ONLY Applicable Codes: 6th Edition (2017) Florida Building Code DEVELOPMENT SIZE: Habitable Space (ft') Non-Habitable Space (ft') LAND INFORMATION: Zoning District R & ' YY\ Flood Zone 2c. Minimum FFE BUILDING INFORMATION: Construction Type V (6 Occupancy Group '5',7,&-e tca ,milt 4-4cA 1-`�� Number of Stories 2 Max Occupancy Load Fire Sprinklers Required Y' I CONDITIONS/ COMMENTS: Rev. 2.7.2018 1 CITY OF ATLANTIC BEACH 9' , '..P.0, 0i,- jut_ - 3 2018 a' 800 Seminole Road J1\:: z.: OFFICE CORY' Atlantic Beach,Florida 32233 ,..,_ t ,.,.. 1 _ _ ___-, REVISION REQUEST /CORRECTIONS TO PLAN REVIEW COMMENTS Date 7 z i g Revision to Issued Permit Corrections to Comments Permit# R rS i 8— 0 17 Project Address /10 — / ( Y J,t.,,kse n Contractor/Contact Name /1/16L-fil+ e IA_ I WS b.5 ri a '',141 /1 Phone 'o r'/ 3 .? G G / Email .1)vs T/ iv PMATH— i E 0 60 I LOE RS 60 —..._i_,...) Description of Proposed Revision/Corrections: Permit Fee e$ ,SCS • C>o (orvecf . o'- /(. ,4,YIt,P f lo s l` 4/a #i•./r L) if", CorreGfro✓1 To zdn. nS ✓'eJ�ie , Additional Increase in Building Value $ & Additional S.F. By signing below,I -.p`S'r% rt 20 v.i.-/ affirm the Revision is inclusive of the proposed changes. (printed name) ""'''') 4e _ 7/4'i /r Sign re of Contractor/Agent(Contractor must sign if increase in valuation) Date (Office Use Only) Approved X Denied Not Applicable to Department Revision/Plan Review Comments Department Review Required: ing /n nnin &Zoning Reviewed By Tree Administrator Public Works Public Utilities 7////e// S Public Safety Date Fire Services -''��, CITY OF ATLANTIC BEACH r+ -4,:,-;-' `- j 800 SEMINOLE ROAD v,, OFFICE COPY ATLANTIC BEACH, FL 32233 (904) 247-5800 \J,31>f' BUILDING REVIEW COMMENTS Date: 6/8/2018 Permit#: RES18-0191 Site Address: 110 JACKSON RD Review Status:denied RE#: 172137 0000 Applicant: MATHIEU BUILDERS Property Owner: V ALLISON FORSYTH Email: dustin@mathieubuilders.com Email: AFORS1960@AOL.COM Phone: 9048133661 Phone: 9047163797 THIS REVIEW IS ONE OF MULTIPLE DEPARTMENT REVIEWS. Revisions may not be submitted until ALL departments have completed their respective reviews. Revisions submitted MUST respond to EACH department review. Submittals that respond to only one or a few correction items will not be accepted. Correction Comments: 1. S ey. 2. S ies. •• . .. ...- '• ' - . - - -.. . - - . . - , . - - - a - .uifcfirtg what-th r .r.uua.r..- - - -- 4. 'ono a pros uct approval numbers that have an"R"value number at the end are not accepta. -. - .r example,the number for the single hung window, 15217-R4,when pulled up on the website,has 20 different models listed under that number. The window you choose will be assigned one of those numbers,probably ending with a decimal point and number. Determine, from your supplier, which •ow number applies to this project and resubmit new product approval sheets as a revision. 2 c. : es. 5. '.'. • .. . _ ISM.rMMTh zrwr:7111,er.,:e-.,r .�� ..._ .. .. _ Ct a. - • - .. ' • - : . •1 • - . - '. . . -- . . ,e submitted 6. . . ! : 1 , ' :: . , . . - - - . - - I. . - ed. ffec_ -7/i i'20/ g - Building Mike Jones Building Inspector/Plans Examiner City of Atlantic Beach 800 Seminole Road Atlantic Beach, FL 32233 904.247.5844 mq /e / RPv, e.w -Co,.,,,,,,,..e,. 15 (/&/2o'5- Th �C'J;y, City of Atlantic Beach APPLICATION NUMBER j`� Building Department (To be assigned by the Building Department.) � 800 Seminole Road II p� -s? Atlantic Beach, Florida 32233-5445 MAY 3 1 2018 RES l p - ��q I � _«� Phone(904)247-5826 • Fax(904)247-5845 p 0111 ? v E-mail: building-dept@coab.us Date routed: 53 f/p City web-site: http://www.coab.us i� APPLICATION REVIEW AND TRACKING FORM Property Address: t .b Jac.t<S( V\ t review required Yes No B . . Applicant: Mai-hit Lk_ B( t.--( 4c{PJS Planning &2_2.91g___;-) Th-ee Administrator Project: Ive,to coils-frac/1'6A P . A . . 'ublic Utility _ -'�'R61i Safety Fire Services Review fee $ 970 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: APP (CATION STATUS Reviewing Department First Review: Approved. ['Denied. I INot applicable (Circle one.) Comments: BUILDING P A c '`"Do 1en2 'Ft) Las-e% oh€7 PLANNING &ZONING Reviewed by: Date: 4( 1& TREE ADMIN. Second Review: Approved as revised. ❑Denied. Not applicable PU;Ad WORF�S Comments: Lc� 'UBLIC U ILITI S " - ` -I PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ['Approved as revised. Denied. ['Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 D V .'Oita, 1 `' City of Atlantic Beach S/ PUBLIC UTILITIES DEPARTMENT 1200 Sandpiper Lane Atlantic Beach, FL 32233 `''" I:•,- (904)247-5834 NEW WATER/ SEWER TAP REQUEST Date ('p- V- / 8 Project Address /8.) - JAC_i 50vLD 2 D . Number of Units / Commercial Residential V Multi-Family ft New Water Tap(s) & Meter(s) Meter Size(s) `3/(--1 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 C1TY STAFF USE ONLY Application 4# 2E6 / 8 0 ( C / 4i1 , ubel Water System Development Charge $ �`" `�k._(„QeM /^ Sewer System Development Charge $ r Water Meter Only $ AA) S Q C S � Reclaim Meter Only $ Water Meter Tap $ Sewer Tap $ Cross Connection $ So , 00 Other $ TOTAL $ 50, DCS (Notes) APPROVED Kayle Moore, P.E. ‘---vt Date .47`f/‘ Public Utilities Director or Authorized Signature ALL TAP REQUESTS MUST BE APPROVED BY THE PUBLIC UTILITIES DEPARTMENT BEFORE FEES CAN BE ASSESSED oL:vvf City of Atlantic Beach APPLICATION NUMBER 1 �.% Building Department (To be assigned by the Building Department.) y 800 Seminole Road RES p� �i . . �r Atlantic Beach, Florida 32233-5445 o l —L 1 Phone(904)247-5826 • Fax(904) 247-5845 oj;;i�? E-mail: building-dept@coab.us Date routed: 5/ l ti OCy web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: RD Jac-t<sv\ : - . • • .t review required Yes No Applicant: l l to vU1 LL 'LL-djerS Planning &Zoe 'Tree Administrator Project: Nej ) COl1s'f kc f j P • A A . , -u•lic Utilitie -'i:is 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: _/ ,¢ s BUILDING Nd e e NC 56.1 G�6 k PLANNING &ZONING Reviewed by: ,,i" -0;‘---- Date: (—?f ) g TREE ADMIN. Second Review: as revised. ❑Denied. ❑Not applicable PUBLIC WORKS Comments: 51/Approved PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: 4 Date: /-7 —1 0- f e FIRE SERVICES Third Review: ['Approved as revised. (Denied. ['Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 ; 'l'Anrir TREE & VEGETATION AFFIDAVIT FOR INTERNAL OFFICE USE ONLY ,c) \i City of Atlantic Beach PERMIT# '� ) Community Development Department ; 800 Seminole Road Atlantic Beach,FL 32233 o;a>f' (P)904-247-5800 SITE INFORMATION ADDRESS i (.O a'eSCS SCA f-tIO.1 C 1G Bej, F 1. 3 p� 33 SUBDIVISION Q-64,1 rrn f/a.' I/eeC/G( VonY1M-5 4-Pis- BLOCK 45- LOT , RE# / 7- a /i-7- 6000 E RESIDENTIAL ❑ COMMERCIAL ❑ OTHER APPLICANT INFORMATION NAME V, al)) SCY\ bt _ bA6.Gig PHONE# 9D7". iZ3, 37 /- ADDRESS / .9-J' Jr' /UZi 044,1,0/H0i b4.. . CELL# � CITY `l1. , d STATE F,) ZIP CODE ....__VI 3, EMAIL a iU,5 1 g',d ( 001.. C IVY1 [ -OWNER ❑ LEGAL AUTHORIZED AGENT I affirm that I have reviewed the provisions of Chapter 23, "Protection of Trees and Native Vegetation", of the Municipal Code of Ordinances for the City of Atlantic Beach Florida and/or I have participated in a pre- application meeting with the Administrator of those regulations. Subsequently, I affirm that no regulated trees and no regulated vegetation will be damaged,destroyed and/or removed from the above-described property and/or adjacent properties including right-of-way. ti I I HEREBY CERTIFY THAT ALL INFORMATION PROVIDED IS CORRECT:Signature of Property Owner(s)or Authorized Agent V ("Li°6() /A) ert}4— it fi-ti) tA) SIGNATURE OF APPLICANT / PRINT OR TYPE NAM C l DATE SIGNATURE OF APPLICANT(2) PRINT OR TYPE NAME DATE Signed and sworn before me on this 79 day of 0 7..(----)t by State of r I County of I v VO i Identification verified: 411 Oath Sworn: ❑ Yes ❑ No 1111 , Notary Signature , My Commission expires 104 TREE AND VEGETATION AFFIDAVIT 03.01.2018 .,.. ,„ _______________, , S CITY OF ATLANTIC BEACH J JUL - 3 2018 800 Seminole Road �r 1 �; Atlantic Beach,Florida 32233 _____\ REVISION REQUEST /CORRECTIONS TO PLAN REVIEW COMMENTS Date 7 Z t' s" Revision to Issued Permit Corrections to Comments Permit# R 8-s 18- d /`/ Project Address /10 - / 19 �QckSa Contractor/Contact Name /1/14 f1,+ Lc c. / as b,..5i, 4 b..41(•-1 n Phone /o r,'/ 3 2 4 4 / Email �u5 Ti N (MAT1t 1 E O 60 f LUE R.S,(ori Description of Proposed Revision/ Corrections: Permit Fee Due$ (o r l-e c f , o..., /l.. o 'Yteyt t.y, 4-_S / c/ 4 4/t l.� L) / tJ. Corv-eGfr0ri Ta 7_d�; n5 reJiien) •! Additional Increase in Building Value $ 61, Additional S.F. By signing below,I -b`S T % Il $ Q.o vd1-1 affirm the Revision is inclusive of the proposed changes. (printed name) 7>�21l /r Sign re of Contractor/Agent(Contractor must sign if increase in valuation) ate (Office Use Only) Approved ( Denied Not Applicable to Department Revision/Plan Review Comments Department Review Required: /1-- in nninq & Zonin-d , Reviewed By Tree Administrator Public Works Public Utilities 7- 1 6" - I Public Safety Date Fire Services .S► L�jr \ CITY OF ATLANTIC BEACH st } 800 SEMINOLE ROAD \-151, ATLANTIC BEACH, FL 32233 (904) 247-5800 ZONING REVIEW COMMENTS Date: 6/4/2018 Permit#: RES18-0192 Site Address: 110 JACKSON RD Review Status: DENIED RE#: 172137 0000 Applicant: MATHIEU BUILDERS Property Owner: V ALLISON FORSYTH Email: dustin@mathieubuilders.com Email: Phone: 9048133661 Phone: 9047163797 THIS REVIEW IS ONE OF MULTIPLE DEPARTMENT REVIEWS. Revisions may not be submitted until ALL departments have completed their respective reviews. Revisions submitted MUST respond to EACH department review. Submittals that respond to only one or a few correction items will not be accepted. Correction Comments: Mechanical Equipment: Section 24-83(c) prohibits A/C and other mechanical equipment within the 5 foot side yard setback when adjacent to the living area of the neighboring property. Please show that this requirement is being met or revise plans accordingly. Brian Broedell Resubmittal Notes: All revisions and changes shall clearly stand out from the rest of the drawing on the sheet as a revision by way of completely encircling the change with "clouding".The revision shall also be identified as to the sequence of revision by indicating a triangle with the revision sequence number within it and located adjacent to the cloud.The revision date and revision sequence number shall also be indicated in a conspicuous location in the title block for each sheet on which a revision for that sequence occurs. For projects still in the initial review stage and permit pending, all sheets with revisions shall be inserted into each set of drawings.The original sheets must be clearly marked "VOID" but are to be left within the set of drawings. Complete new sets of drawings will not be accepted.ADDITIONAL ITEMS MAY BE REQUIRED DEPENDING UPON NEW INFORMATION AND CLARITY OF FINAL PLANS SUBMITTED FOR REVIEW. 1..:L,l;ye, City of Atlantic Beach APPLICATION NUMBER r� . .? Building Department (To be assigned by the Building Department.) 800 Seminole Road (� I Q� Q s, Atlantic Beach, Florida 32233-5445 RES ` v 0t l 1 Phone(904)247-5826 • Fax(904)247-5845 MAY 3 1 2018 ...r st 0 v E-mail: building-dept@coab.us Date routed: 5/3 l O City web-site: http://www.coab.us / APPLICATION REVIEW AND TRACKING FORM Property Address,, l ID JO I<Scy\ e - . . , .t review required Yes No Applicant: (Y\ detit (4.,. 13(.01-1 PYS Planning &Zonin. Tee Administrator Project: Nett) COA 2LGfiP ' ' ' ' 14.lic Utiliti- ic 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: VApproved. ['Denied. ❑Not applicable (Circle one.) Comments: LL BUILDING P�OW1S --bp (cry, 40 Lctcw- II NQi PLANNING &ZONING Reviewed by� s Date: ‘, 1-07 TREE ADMIN. Second Review: ❑Approved as revised. ❑Denied. ['Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ['Approved as revised. ❑Denied. ❑Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 frLljJJ s Comp. By: SNV Date: 6/4/2018 Public Works Department City of Atlantic Beach Permit No: RES 18-0191 Address: 110 Jackson 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) = 3,906 ft2 Runoff Coefficient Area Lot Area Description (ft2) (ft2) "C" Wtd "C" Impervious 1,024 3,906 1.00 0.26 Pervious 2,882 3,906 0.20 0.15 Runoff Coefficient(C)= 0.41 Runoff Volume V= 0.41 x 3,906 x 9.3 / 12 V= 1,240 ft3 Postdevelopment Runoff Volume: Lot Area (A) = 3,906 ft2 Runoff Coefficient Area Lot Area Description (ft2) (ft2) "C" Wtd "C" Impervious 1,797 3,906 1.00 0.46 %ISA= 46.0% Pervious 2,109 3,906 0.20 0.11 Runoff Coefficient(C)= 0.57 Runoff Volume V= 0.57 x 3,906 x 9.3 / 12 V= 1,720 ft3 Required Storage Volume DV= Postdevelopment Runoff Volume- Predevelopment Runoff Volume DV= 1,720 - 1,240 DV= 479 ft3 Retention Jackson Road 110 6/4/2018 •- I.J.v.,:r .4 Comp. By: S/W r -s - sl Date: 6/4/2018 '3.111021 Public Works Department City of Atlantic Beach Permit No: RES 18-0191 Address: 110 Jackson Provided Storage: Elevation Area Storage (ft) (ft2) (ft3) 8.5 215 0 BOTTOM size 39.25 X 5.5 9.0 275 123 TOB size 40.75 X 6.75 Elevation Area Storage (ft) (ft2) (ft3) 0.0 0 0 BOTTOM 0.0 0 0 TOB Elevation Area Storage (ft) (ft) (ft3) 0.0 0 0 BOTTOM 0.0 0 0 TOB Inground storage=A*d*pf A=Area= 275.0 d=depth to ESHWT= 5.5 pf=pore factor= 0.3 Inground Storage= 453.8 ft3 Required Treatment Volume= 479 ft3 Supplied Treatment Volume= 576 ft3 Retention Jackson Road 110 6/4/2018 .e fci`I�jrr. REVOCABLE ENCROACHMENT AGREEMENT &r.)1:19V //aazksdit Ed j/. Qct 1 REVOCABLE ENCROACHMENT AGREEMENT by the City of Atlantic Beach,Florida,a municipal corporation 3o organized and existing under the laws of the State of Florida,hereinafter referred to as"CITY"and t tir r, A l� p.l Ui C S�"C of Atlantic Beach,Florida,hereinafter referred to as"USER". WITNESSETH: That the CITY does hereby grant the USER permission on a revocable basis as described herein the right to enter upon the property for the purpose as described in the City of Atlantic Beach. This work is generally described as e k7 c W Sof c,f + cry, ( ,E5 /) �'_ -CAYW I )�ovvu 6 • Any facility maintained, repaired, erected, and/or installed in the exercise of the pFivilege granted el ains subject to relocation or removal on thirty(30)days' notice by CITY to USER, said notice to USER shall be given by certified mail, return receipt requested,to the following address 5a/Yet. S'I(QAAt.GY n , �fi/e j'l7 , dLi • In the event it is necessary for the CITY or the City's approved representative or other franchised utility to enter upon the above described easement or property of the CITY,the USER shall replace at the USER's sole expense, any and all material necessarily displaced during the action of maintaining,repairing,operating,replacing or adding to of the utilities and facilities of the CITY or franchise utility provider. • The facilities allowed by the permit shall meet the current requirements of the City Code, Building Codes, Land Development Code and all other land use and code requirements of the CITY,including City Code Section 19-7(h) which states"Driveways that cross sidewalks: City sidewalks may not be replaced with other materials,but must be replaced with smooth concrete left natural in color so that it matches the existing and adjoining sidewalks." • The USER,prior to making any changes from the approved plans and/or method,must obtain written approval from the City of Atlantic Beach Public Works Department,for said change within 30 days after the day of completion. • This permit shall inure to the benefit of,and be binding upon,the USER and their respective successors and assigns. • USER shall meet the terms and conditions of this permit and to all of the applicable State and CITY laws and/or specifications,to include utilities locate requirements and use limitations/requirements of easements,public right- of-ways and other public land. USER further agrees that the CITY and its officers and employees shall be saved harmless by the USER from any of the work herein under the terms of this permit and that all of said liabilities are hereby assumed by the USER. d C � � - Date d9-1d Property Owner/Agent(signed in presence of Public) STATE OF FLORIDA,COUNTY OF DUVAL The foregoing instrument was acknowledged this -Zzgl day of Q ,20 I� L by �\ 1( I, SO A, ,who personal appeared before me and (p nted na - o igner) L actin% dged tha he/s - si w=d the i trument voluntarily for the purpose expressed in it. -- Signature of Notary ' 0 ic,State of Florida / Department Approval: Personally Known Produced Identification(Type) ..••� !'iikc: TONt r,INn�SPERGER +r �� 1.: MY COMMISSION#FF 924951 7-�:o' EXPIRES:October 6,2019 cott i liams,Public or. Director/ •' ••A V Bonded Thru Notary Public Underwriters Kayle Moore,Public Utilities Director H:\Master Forms\Public-Utilities Works Forms\Revocable Encroachment Agreement 2.5.1 .docx Revision Date:2/5/18 RIGHT-OF-WAY/ EASEMENT PERMIT Permit#Issued by the City of Atlantic Beach PERMITTEE RESPONSIBLE FOR NOTIFYING 811 AND OBTAINING UTILITY LOCATESE� Job Address //0 �k� k Rd Phone `/7 o /` 7 7 - c�, �J 7 / , � Permittee V - R )1 1'5 [,-�1 , /1-o'er S Email Q7o7 S /q6CrO Gl d / ,City)/) Requesting Permission to Construct S' n le 'ret1horiNtAdo Location(Reference to Cross-Street) a c S ono J J a y .O '77 A.0 'V' nc 1'5 /9d e • Permittee declares that prior to filing this application they have ascertained the location of all existing utilities, both aerial and underground and the accurate locations are shown on the sketches. • Whenever necessary for the construction,repair,improvement,maintenance,safe and efficient operation, alteration or relocation of all,or any portion of said street or easement as determined by the Director of Public Works,any or all said poles,wires,pipes,cables or other facilities and appurtenances authorized hereunder,shall be immediately removed from said street or easement or reset or relocated hereon as required by the Director of Public Works and at the expense of the Permittee unless reimbursement is authorized. • All work shall meet City of Atlantic Beach or Florida Department of Transportation Standards and be performed under the supervision of tV 5+;i• �o t1-3 �1 (Project" Superintendent) with Company Name 1M e_*Lirvx i,^ems lel v l Ou'S Phone `t O c4 - B 1 ay�o r • All materials and equipment shall be subject to inspection by the Director of Public Works. • All city property shall be restored to its original condition as far as practical,in keeping with City specifications and the manner satisfactory to the City. • A sketch of plans covering details of this installation,as well as a copy of a recent survey shall be made a part of this permit. Calculations showing any increase in impervious area on owner's lot or in the City right-of-way are to be included with this application. • The permittee shall commence actual construction in good faith within days. If the beginning date is more than 60 days from date of permit approval then permittee must review the permit with the Director of Public Works to make sure no changes have occurred in the area that would affect the permitted construction. • It is understood and agreed that the rights and privileges herein set out are granted only to the extent of the City's right,title and interest in the land to be entered upon and used by the holder,and the holder will,at all times, assume all risk of and indemnify,defend and save harmless the City of Atlantic Beach from and against any and all loss,damage and cost of expenses arising in any manner of the exercise or attempted exercises by the holder of the aforesaid rights and privileges. • The Director of Public Works shall be notified twenty-four(24)hours prior to starting work and again 1 immediately upon completion. ! V • &AIA: M IA). I b�,�C 1/� Date S ' ,3.Ct Permittee(signed in presence of Notary Public) STATE OF FLORIDA,COUNTY OF DUVAL The foregoing instrument was acknowledged this CI day of f\kO. ,20 I .F.S L` by 1 \ A S0 11 1`v l'S ,who personally appeared before me and i nted . e of Permittee) ackn.' aged . / ; signed the i strument voluntarily for the purpose expressed in it. • , , A Personally Known Signature of No .' - "� Produced Identification(Type) TONIGINDLESPERGER MY COMMISSION#FF 924951 EXPIRES:October 6,2019 'grog.'' Bonded ThN Mohr/Public Underwriters „ `” Building Permit Application Updated 12/8/17 City of Atlantic Beach -:saw- 800 Seminole Road,Atlantic Beach,FL 32233 �+ I. , ;�_1 Phone:(904)247-5826 Fax:(904)247-5845 Job Address: I ?O,p CCt C-k-/en (2U 7 t-tkv�c R�/ r-I. Permit Number: RE S J 8j b ( 9 l Legal Description Pat c 1,oe I 5 p 1e.1. 13tck- /( Pg( 1-1 1/�/�5) RE# I-1 , (3 -0606' Valuation of Work(Replacement Cost)$ /?-^1/4.5 7 '0 6 Heated/Cooled SF Mo 41 Non-Heated/Cooled al 33 • Class of Work(Circle one). New Addition Alteration Repair Move Demo Pool Window/Door • Use of existing/proposed structure(s)(Circle one): Commercial esidentia • If an existing structure,is a fire sprinkler system installed?(Circle one): Yes No N/A • Submit a Tree Removal Permit Application if any trees are to be removed or Affidavit of No Tree Removal Describe in detail the type of work to be performed: � / _/ /)05 N E,0 Ca,)�froGzt# ,e,--r--r du/ l� Q,�t,,,l(.,{ ftQU k a Florida Product Approval# for multiple products use product approval form Property Owner Information i T Name: 1/ a/l,'s vn LA-). t`Of.5 tj Address: l 9-3 3' 5e.1 dot Mat/,�JG( Z/.' City f f/1/1 7L,'e-- 13G.1 State F/ Zip 3' a of 3.3 Phone Ciba/- ?//o 377 9 7- E-Mail a'to f`S / q6 D QO1, COW) Owner or Agent(If Agent,Power of Attorney or Agency Letter Required) Contractor Information ��/ I Name of Com any: d"�/J(GC-!'1 r t'u 00i't dui s Qualifying Agent: //�--�J�,d� d b u.)n Address gUJ. `M'' S . City iq/`/ur2Li-,� &/State F/ zip J , 3,. ) Office Phone 40L-/ — l(3 • 36 4 Job Site/Contact Number State Certification/Registration# C I e- _ : , E-Mail Architect Name&Phone# at e U •ar -S h e a r Le,S�COm C(Alt, fn o f Engineer's Name&Phone# c1 / ' Workers Compensationt t 1 8 (l 8 e y Q Exempt Insurer/Lease Employees/Expiration Date Application is hereby made to obtain a permit to do the work and installations as indicated.I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all the laws regulationg construction in this jurisdiction.I understand that a separate permit must be secured for ELECTRICAL WORK,PLUMBING,SIGNS, WELLS,POOLS, FURNACES,BOILERS,HEATERS,TANKS,and AIR CONDITIONERS,etc.NOTICE:In addition to the requirements of this permit,there may be additional restrictions applicable to this property that may be found in the public records of this county,and there may be additional permits required from other governmental entities such as water management districts,state agencies,or federal agencies. OWNER'S AFFIDAVIT:I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER:YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE COM ENCEMENT. V. 6 ^ k-1- r#1,0&-/ / -- _r (Signature o Owner or Ageit) (Signature of Contractor) (incl din:contractor ed and sworn to(or a it ed)bef. - 2 (day of Signed and sworn to(or a' ,d)bef. e t-is da, of � ,:� 10_ •; E1 ors.,, da, - b Ae..S1 jAiidr'' 0 . _.:2-*/ -11111.11 IP i. (Signature of Nota‘16 - :r. S. °...Y'r$' " MY OMMISSION#'FF 924951 Personally Known OR rsonally Known OR - .*•' '•' ; 'P�'•. TONT GINDLESPERGEA EXPIRES:October 6,2019 [ ]Produced Identification :=a••:•"e, Produced Identification -;�• o' Bonded ThruNotar/PubbcUnderwriters *. �� :.: MY COMMISSION#FF 924951 [ 1 p Type of Identification: hdl • ° sr; EXPIRES'Ortnhar R.�n19 Type of Identification: ._._ °:;;o•°p' Bonded Thor Notary Pubic Underwriters Y OFFICE COPY a FORM R405-2017 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: JACKSON STREET TOWNHOUSES RIGHT SIDE Builder Name: Marco Heating&Air Inc Street: 110 JACKSON ROAD Permit Office: DUVAL CNTY City,State,Zip: ATLANTIC BEACH ,FL,32233 Permit Number: Owner: MATHIEU BUILDERS Jurisdiction: 261300 Design Location: FL,Jacksonville County:: Duval(Florida Climate Zone 2) 1. New construction or existing New(From Plans) 9. Wall Types(2340.0 sqft.) Insulation Area 2. Single family or multiple family Single-family a. Frame-Wood,Exterior R=19.0 2106.00 ft2 b. Frame-Wood,Adjacent R=11.0 234.00 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 (937.0 sqft.) Insulation Area 5. Is this a worst case? No a.Under Attic(Vented) R=30.0 797.00 ft2 6. Conditioned floor area above grade(ft2) 1641 b.Under Attic(Vented) R=19.0 140.00 ft2 Conditioned floor area below grade(ft2) 0 c. N/A R= ft2 11. Ducts R ft2 7. Windows(192.0 sqft.) Description Area a.Sup:Attic, Ret:Attic,AH:Attic 6 328 a. U-Factor: Dbl,U=0.32 152.00 ft2 SHGC: SHGC=0.29 b. U-Factor: Dbl,U=0.62 40.00 ft2 12.Cooling systems kBtu/hr Efficiency SHGC: SHGC=0.25 a.Central Unit 28.4 SEER:15.00 c. U-Factor: N/A ft2 SHGC: 13. Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft2 a. Electric Heat Pump 28.4 HSPF:8.50 SHGC: Area Weighted Average Overhang Depth: 2.000 ft. Area Weighted Average SHGC: 0.282 14.Hot water systems 8. Floor Types (1661.0 sqft.) Insulation Area a. Electric Cap:50 gallons EF:0.999 a.Floor Over Other Space R=13.0 704.00 ft2 b. Conservation features b.Slab-On-Grade Edge Insulation R=0.0 704.00 ft2 None c.other(see details) R= 253.00 ft2 15.Credits Pstat Glass/Floor Area: 0.117 Total Proposed Modified Loads: 45.70 PASS Total Baseline Loads: 52.46 I hereby certify that the plans and specifications covered by Review of the plans and �Zt1E sr. •••• this calculation are in compliance with the Florida Energy specifications covered by this O �O/"•„ Digitally signed by Dorothy Deane "�jpJ de. DN'.CND olhyDeane C-US DD:MarcoHeating 6Po Inc.-,D=" calculation indicates compliance .:114 ' +t� MarcoH t Si Au Inc'E-tlol@MarcoCompan eacom • 01"Oth Deane ' �"°°uh°r°"s°°°°°m on with the Florida Energy Code. ti r3,, f �•. ,gN, Data'701602-0616.50'.11 PREPARED Y: Before construction is completed � .:_:�� ' �... �/ DATE: •f t 3/J S.- this building will be inspected for • A compliance with Section 553.908 ' ° ' I hereby certify that this building, as designed, is in compliance Florida Statutes. • ry'r'° 4 with the Florida Energy C . • COb y• 411? OWNER/AG Nl / -__, BUILDING OFFICIAL: / 'm DATE: DATE: 6 • g•9o1 - Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory-sealed in accordance with R403.3.2.1. -Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and this project requires an envelope leakage test report with envelope leakage no greater than 7.00 ACH50 (R402.4.1.2). 2/7/2018 1:58 PM EnergyGauge®USA-FlaRes2017 Section R405.4.1 Compliant Software Page 1 of 5 FORM R405-2017 PROJECT Title: JACKSON STREET TOWNH Bedrooms: 3 Address Type: Street Address Building Type: User Conditioned Area: 1641 Lot# Owner Name: MATHIEU BUILDERS Total Stories: 2 Block/Subdivision: #of Units: 1 Worst Case: No PlatBook: Builder Name: Marco Heating&Air Inc Rotate Angle: 0 Street: 110 JACKSON ROAD Permit Office: DUVAL CNTY Cross Ventilation: No County: Duval Jurisdiction: 261300 Whole House Fan: No City,State,Zip: ATLANTIC BEACH , Family Type: Single-family FL, 32233 New/Existing: New(From Plans) Comment: CLIMATE / Design Temp Int Design Temp Heating Design Daily Temp V Design Location TMY Site 97.5% 2.5% Winter Summer Degree Days Moisture Range FL,Jacksonville FL_JACKSONVILLE_INT 32 93 70 75 1281 49 Medium BLOCKS Number Name Area Volume 1 Entire House 1641 14769 SPACES Number Name Area Volume Kitchen Occupants Bedrooms Infil ID Finished Cooled Heated 1 MAIN 704 6336 Yes 0 1 Yes Yes Yes 2 BEDS 937 8433 No 4 3 1 Yes Yes Yes FLOORS # Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet 1 Slab-On-Grade Edge Insulatio MAIN 94 ft 0 704 ft' ____ 0.2 0.2 0.6 2 Floor over Garage BEDS ____ ____ 253 ft' 13 0.2 0.2 0.6 3 Floor Over Other Space BEDS ____ ____ 704 ft' 13 0.2 0.2 0.6 ROOF Roof Gable Roof Solar SA Emitt Emitt Deck Pitch V # Type Materials Area Area Color Absor. Tested Tested Insul. (deg) 1 Hip Composition shingles 1085 ft' 0 ft' Medium 0.9 No 0.9 No 0 30.3 V ATTIC # Type Ventilation Vent Ratio(1 in) Area RBS IRCC 1 Full attic Vented 300 937 ft' N N 2/7/2018 1:58 PM EnergyGauge®USA-FlaRes2017 Section R405.4.1 Compliant Software Page 2 of 5 FORM R405-2017 CEILING V # Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Under Attic(Vented) BEDS 30 Blown 797 ft2 0.1 Wood 2 Under Attic(Vented) BEDS 19 Blown 140 ft' 0.11 Wood WALLS / Adjacent Cavity Width Height Sheathing Framing Solar Below V It Ornt To Wall Type Space R-Vailie Ft In Ft In Area R-Valu Fraction AhmOr Grade% 1 N Exterior Frame-Wood MAIN 19 20 0 9 0 180.0 ft' 0 0.23 0.01 0 2 E Exterior Frame-Wood MAIN 19 40 0 9 0 360.0 ft' 0 0.23 0.01 0 3 S Exterior Frame-Wood MAIN 19 7 0 9 0 63.0 ft' 0 0.23 0.01 0 - 4 W Exterior Frame-Wood MAIN 19 27 0 9 0 243.0 ft' 0 0.23 0.01 0 5 S Garage Frame-Wood MAIN 11 13 0 9 0 117.0 ft' 0 0.23 0.01 0 6 W Garage Frame-Wood MAIN 11 13 0 9 0 117.0 ft2 0 0.23 0.01 0 7 N Exterior Frame-Wood BEDS 19 20 0 9 0 180.0 ft' 0 0.23 0.01 0 8 E Exterior Frame-Wood BEDS 19 50 0 9 0 450.0 ft' 0 0.23 0.01 0 9 S Exterior Frame-Wood BEDS 19 20 0 9 0 180.0 ft' 0 0.23 0.01 0 10 W Exterior Frame-Wood BEDS 19 50 0 9 0 450.0 ft' 0 0.23 0.01 0 DOORS V # Ornt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 S Wood MAIN None .39 3 7 21 ft' WINDOWS Orientation shown is the entered,Proposed orientation. / Wall Overhang V # Ornt ID Frame Panes NFRC U-Factor SHGC Imp Area Depth Separation Int Shade Screening 1 N 1 Vinyl Low-E Double Yes 0.62 0.25 N 40.0 ft' 2 ft 0 in 2 ft 0 in None Exterior 5 2 N 1 Vinyl Low-E Double Yes 0.32 0.29 N 30.0 ft2 2 ft 0 in 2 ft 0 in None Exterior 5 3 E 2 Vinyl Low-E Double Yes 0.32 0.29 N 30.0 ft' 2 ft 0 in 2 ft 0 in None Exterior 5 4 W 4 Vinyl Low-E Double Yes 0.32 0.29 N 6.0 ft2 2 ft 0 in 2 ft 0 in None Exterior 5 5 N 7 Vinyl Low-E Double Yes 0.32 0.29 N 9.0 ft' 2 ft 0 in 2 ft 0 in None Exterior 5 6 E 8 Vinyl Low-E Double Yes 0.32 0.29 N 12.0 ft' 2 ft 0 in 2 ft 0 in None Exterior 5 7 E 8 Vinyl Low-E Double Yes 0.32 0.29 N 45.0 ft2 2 ft 0 in 2 ft 0 in None Exterior 5 8 S 9 Vinyl Low-E Double Yes 0.32 0.29 N 20.0 ft' 2 ft 0 in 2 ft 0 in None Exterior 5 GARAGE # Floor Area Ceiling Area Exposed Wall Perimeter Avg.Wall Height Exposed Wall Insulation 1 307.8 ft2 307.8 ft' 50 ft 8 ft 1 2/7/2018 1:58 PM EnergyGauge®USA-FlaRes2017 Section R405.4.1 Compliant Software Page 3 of 5 FORM R405-2017 INFILTRATION # Scope Method SLA CFM 50 ELA EqLA ACH ACH 50 1 Wholehouse Proposed ACH(50) .0004 1723.1 94.59 177.9 .3795 7 HEATING SYSTEM # System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump/ Split HSPF:8.5 28.4 kBtu/hr 1 sys#1 COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit/ Split SEER: 15 28.4 kBtu/hr cfm 0.7 1 sys#1 HOT WATER SYSTEM V # System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None Garage 0.999 50 gal 60.9 gal 120 deg None SOLAR HOT WATER SYSTEM VFSEC Collector Storage Cert # Company Name System Model# Collector Model# Area Volume FEF None None ft2 DUCTS Supply---- Return---- Air CFM 25 CFM25 HVAC# V # Location R-Value Area Location Area Leakage Type Handler TOT OUT QN RLF Heat Cool 1 Attic 6 328 ft2 Attic 82 ft2 Default Leakage Attic (Default) (Default) 1 1 TEMPERATURES Programable Thermostat:Y Ceiling Fans: Coolin [[ ]Jan ( Feb Mar A r Ma X Jun X Jul X Au X Reef', [ Oct ]Nov Dec Heatin [X1 Jan IX Feb tX1 Mar [ 1 Apr f 1 May f 1 Jun f 1 Jul f 1 Aug 4 ' [ Oct X]Nov Dec Venting [ 1 Jan [[ Feb [X Mar [X A r [ Ma [ Jun [ Jul [ Au [ Se [X Oct X]Nov [ Dec 2/7/2018 1:58 PM EnergyGauge®USA-FlaRes2017 Section R405.4.1 Compliant Software Page 4 of 5 FORM R405-2017 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 2/7/2018 1:58 PM EnergyGauge®USA-FlaRes2017 Section R405.4.1 Compliant Software Page 5 of 5 FORM R405-2017 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 87 The lower the EnergyPerformance Index, the more efficient the home. 110 JACKSON ROAD, 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 2106.00 ft2 b.Frame-Wood,Adjacent R=11.0 234.00 ft2 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.Under Attic(Vented) R=30.0 797.00 ft2 6. Conditioned floor area(ft2) 1641 b.Under Attic(Vented) R=19.0 140.00 ft2 7. Windows" Description Area c. N/A R= ft2 a. U-Factor: Dbl,U=0.32 152.00 ft2 11. Ducts R ft2 a.Sup:Attic, Ret:Attic,AH:Attic 6 328 SHGC: SHGC=0.29 b. U-Factor: Dbl,U=0.62 40.00 ft2 SHGC: SHGC=0.25 12.Cooling systems kBtu/hr Efficiency c. U-Factor: N/A ft2 a.Central Unit 28.4 SEER:15.00 SHGC: d. U-Facto: N/A ft2 SHGC: 13. Heating systems kBtu/hr Efficiency a. Electric Heat Pump 28.4 HSPF:8.50 Area Weighted Average Overhang Depth: 2.000 ft. Area Weighted Average SHGC: 0.282 8. Floor Types Insulation Area 14. Hot water systems a. Electric Cap:50 gallons a.Floor Over Other Space R=13.0 704.00 ft2EF: 1 b.Slab-On-Grade Edge Insulation R=0.0 704.00 ft2 c.other(see details) R= 253.00 ft2 b. Conservation features None 15.Credits Pstat I certify that this home has complied with the Florida Energy Efficiency Code for Building .THE ST Construction through the above energy saving features which will be installed (or exceeded) '' OF ApFo, in this home before final inspection. Otherwise, a new EPL Display Card will be completed O' .�''s 4%06\ co..i�„ ;, based on installed Code pliant features. r.>�,,,,,'Ilr .•r`'; �0 r , -- ...,;..� E Builder Signature A..Zy„ z . ' Date: S-L 5�e fr ;0 , " > Address of New Home: /10 J sen Rol City/FL Zip: Q4,.,,,/g¢,�,,,/,, ......,-..4�' Oy._; .,--.3GL3S *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. Email EnergyGauge tech support at techsupport@energygauge.com 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. 2/7/2018 1:58 PM EnergyGauge®USA-FlaRes2017 -Section R405.4.1 Compliant Software Page 1 of 1 Florida Building Code, Energy Conservation, 6th Edition (2017) Mandatory Requirements for Residential Performance, Prescriptive and ERI Methods ADDRESS: 110 JACKSON ROAD Permit Number: ATLANTIC BEACH , FL,32233 MANDATORY REQUIREMENTS See individual code sections for full details. SECTION R401 GENERAL R401.3 Energy Performance Level(EPL)display card(Mandatory).The building official shall require that an energy performance level (EPL) display card be completed and certified by the builder to be accurate and correct before final approval of the building for occupancy.Florida law (Section 553.9085,Florida Statutes)requires the EPL display card to be included as an addendum to each sales contract for both presold and nonpresold residential buildings.The EPL display card contains information indicating the energy performance level and efficiencies of components installed in a dwelling unit.The building official shall verify that the EPL display card completed and signed by the builder accurately reflects the plans and specifications submitted to demonstrate code compliance for the building.A copy of the EPL display card can be found in Appendix RD. R402.4 Air leakage(Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of Sections R402.4.1 through R402.4.5. Exception: Dwelling units of R-2 Occupancies and multiple attached single family dwellings shall be permitted to comply with Section C402.5. R402.4.1 Building thermal 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 InstallationThe components of the building thermal envelope as listed in Table R402.4.1.1 shall be installed in accordance with the manufacturer's instructions and the criteria listed in Table R402.4.1.1,as applicable to the method of construction.Where required by the code official,an approved third party shall inspect all components and verify compliance. R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate not exceeding seven air changes per hour in Climate Zones 1 and 2,and three air changes per hour in Climate Zones 3 through 8.Testing shall be conducted in accordance with ANSI/RESNET/ICC 380 and reported at a pressure of 0.2 inch w.g.(50 pascals).Testing shall be conducted by either individuals as defined in Section 553.993(5)or(7),Florida Statutes,or individuals licensed as set forth in Section 489.105(3)(f),(g)or(i)or an approved third party.A written report of the results of the test shall be signed by the party conducting the test and provided to the code official.Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. Exception: Testing is not required for additions,alterations,renovations,or repairs,of the building thermal envelope of existing buildings in which the new construction is less than 85 percent of the building thermal envelope. During testing: 1. Exterior windows and doors,fireplace and stove doors shall be closed,but not sealed,beyond the intended weatherstripping or other infiltration control measures. 2. Dampers including exhaust,intake,makeup air,backdraft and flue dampers shall be closed,but not sealed beyond intended infiltration control measures. 3. Interior doors,if installed at the time of the test,shall be open. 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed. 5. Heating and cooling systems,if installed at the time of the test,shall be turned off. 6. Supply and return registers,if installed at the time of the test,shall be fully open. R402.4.2 Fireplaces. New wood-burning fireplaces shall have tight-fitting flue dampers or doors,and outdoor combustion air.Where using tight-fitting doors on factory-built fireplaces listed and labeled in accordance with UL 127,the doors shall be tested and listed for the fireplace.Where using tight-fitting doors on masonry fireplaces,the doors shall be listed and labeled in accordance with UL 907. R402.4.3 Fenestration air IeakagdNindows,skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 cfm per square foot(1.5 L/s/m2),and swinging doors no more than 0.5 cfm per square foot(2.6 Us/m2),when tested according to NFRC 400 or HAMA/WDMA/CSA 101/I.S.2/A440 by an accredited,independent laboratory and listed and labeled by the manufacturer. EAception: Site-built windows,skylights and doors. 2/7/2018 1:58 PM EnergyGauge®USA-FlaRes2017 -FBC 6th Edition(2017) Complia Page 1 of 5 MANDATORY REQUIREMENTS - (Continued) R402.4.4 Rooms containing fuel-burning appliances. In Climate Zones 3 through 8,where open combustion air ducts provide combustion air to open combustion fuel burning appliances,the appliances and combustion air opening shall be located outside the building thermal envelope or enclosed in a room,isolated from inside the thermal envelope.Such rooms shall be sealed and insulated in accordance with the envelope requirements of Table R402.1.2,where the walls,floors and ceilings shall meet not less than the basement wall R-value requirement.The door into the room shall be fully gasketed and any water lines and ducts in the room insulated in accordance with Section R403.The combustion air duct shall be insulated where it passes through conditioned space to a minimum of R-8. Exceptions: 1. Direct vent appliances with both intake and exhaust pipes installed continuous to the outside. 2. Fireplaces and stoves complying with Section R402.4.2 and Section R1006 of the Florida Building Code,Residential. R402.4.5 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage between conditioned and unconditioned spaces.All recessed luminaires shall be IC-rated and labeled as having an air leakage rate not more than 2.0 cfm(0.944 Us)when tested in accordance with ASTM E283 at a 1.57 psf(75 Pa)pressure differential.All recessed luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. SECTION R403 SYSTEMS R403.1 Controls. R403.1.1 Thermostat provision(Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. R403.1.3 Heat pump supplementary heat(Mandatory). Heat pumps having supplementary electric-resistance heat shall have controls that,except during defrost,prevent supplemental heat operation when the heat pump compressor can meet the heating load. R403.3.2 Sealing(Mandatory) All ducts,air handlers,filter boxes and building cavities that form the primary air containment passageways for air distribution systems shall be considered ducts or plenum chambers,shall be constructed and sealed in accordance with Section C403.2.9.2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria below. Duct tightness shall be verified by testing in accordance with ANSI/RESNET/ICC 380 by either individuals as defined in Section 553.993(5)or (7),Florida Statutes,or individuals licensed as set forth in Section 489.105(3)(f),(g)or(i),Florida Statutes,to be"substantially leak free"in accordance with Section R403.3.3. R403.3.2.1 Sealed air handler. Air handlers shall have a manufacturer's designation for an air leakage of no more than 2 percent of the design airflow rate when tested in accordance with ASHRAE 193. R403.3.3 Duct testing(Mandatory).Ducts shall be pressure tested to determine air leakage by one of the following methods: 1. Rough-in test:Total leakage shall be measured with a pressure differential of 0.1 inch w.g.(25 Pa)across the system,including the manufacturer's air handler enclosure if installed at the time of the test.All registers shall be taped or otherwise sealed during the test. 2. Postconstruction test:Total leakage shall be measured with a pressure differential of 0.1 inch w.g.(25 Pa)across the entire system,including the manufacturer's air handler enclosure.Registers shall be taped or otherwise sealed during the test. Exceptions: 1. A duct air leakage test shall not be required where the ducts and air handlers are located entirely within the building thermal envelope. 2. Duct testing is not mandatory for buildings complying by Section 405 of this code. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. R403.3.5 Building cavities(Mandatory). Building framing cavities shall not be used as ducts or plenums. R403.4 Mechanical system piping insulation(Mandatory). Mechanical system piping capable of carrying fluids above 105°F (41°C) or below 55°F(13°C)shall be insulated to a minimum of R-3. R403.4.1 Protection of piping insulation. Piping insulation exposed to weather shall be protected from damage,including that caused by sunlight,moisture,equipment maintenance and wind,and shall provide shielding from solar radiation that can cause degradation of the material.Adhesive tape shall not be permitted. R403.5.1 Heated water circulation and temperature maintenance systems(Mandatory)Heated water circulation systems shall be in accordance with Section R403.5.1.1.Heat trace temperature maintenance systems shall be in accordance with Section R403.5.1.2. Automatic controls,temperature sensors and pumps shall be accessible. Manual controls shall be readily accessible. R403.5.1.1 Circulation systems. Heated water circulation systems shall be provided with a circulation pump.The system return pipe shall be a dedicated return pipe or a cold water supply pipe.Gravity and thermosiphon circulation systems shall be prohibited. Controls for circulating hot water system pumps shall start the pump based on the identification of a demand for hot water within the occupancy.The controls shall automatically turn off the pump when the water in the circulation loop is at the desired temperature and when there is no demand for hot water. R403.5.1.2 Heat trace systems.Electric heat trace systems shall comply with IEEE 515.1 or UL 515. Controls for such systems shall automatically adjust the energy input to the heat tracing to maintain the desired water temperature in the piping in accordance with the times when heated water is used in the occupancy. 2/7/2018 1:58 PM EnergyGauge®USA-FlaRes2017 -FBC 6th Edition(2017)Complian Page 2 of 5 MANDATORY REQUIREMENTS - (Continued) R403.5.5 Heat traps(Mandatory). Storage water heaters not equipped with integral heat traps and having vertical pipe risers shall have heat traps installed on both the inlets and outlets. External heat traps shall consist of either a commercially available heat trap or a downward and upward bend of at least 3 1/2 inches(89 mm)in the hot water distribution line and cold water line located as close as possible to the storage tank. R403.5.6 Water heater efficiencies(Mandatory). R403.5.6.1.1 Automatic controls. Service water-heating systems shall be equipped with automatic temperature controls capable of adjustment from the lowest to the highest acceptable temperature settings for the intended use.The minimum temperature setting range shall be from 100°F to 140°F(38°C to 60°C). R403.5.6.1.2 Shut down. A separate switch or a clearly marked circuit breaker shall be provided to permit the power supplied to electric service systems to be turned off.A separate valve shall be provided to permit the energy supplied to the main burner(s)of combustion types of service water-heating systems to be turned off. R403.5.6.2 Water-heating equipment. Water-heating equipment installed in residential units shall meet the minimum efficiencies of Table C404.2 in Chapter 4 of the Florida Building Code,Energy Conservation,Commercial Provisions,for the type of equipment installed. Equipment used to provide heating functions as part of a combination system shall satisfy all stated requirements for the appropriate water-heating category.Solar water heaters shall meet the criteria of Section R403.5.6.2.1. R403.5.6.2.1 Solar water-heating systems. Solar systems for domestic hot water production are rated by the annual solar energy factor of the system.The solar energy factor of a system shall be determined from the Florida Solar Energy Center Directory of Certified Solar Systems.Solar collectors shall be tested in accordance with ISO Standard 9806,Test Methods for Solar Collectors, and SRCC Standard TM-1,Solar Domestic Hot Water System and Component Test Protocol.Collectors in installed solar water-heating systems should meet the following criteria: 1. Be installed with a tilt angle between 10 degrees and 40 degrees of the horizontal;and 2. Be installed at an orientation within 45 degrees of true south. R403.6 Mechanical ventilation(Mandatory). The building shall be provided with ventilation that meets the requirements of the Florida Building Code, Residential,or Florida Building Code,Mechanical,as applicable,or with other approved means of ventilation including:Natural, Infiltration or Mechanical means.Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating. R403.6.1 Whole-house mechanical ventilation system fan efficacy.When installed to function as a whole-house mechanical ventilation system,fans shall meet the efficacy requirements of Table R403.6.1. Exception: Where whole-house mechanical ventilation fans are integral to tested and listed HVAC equipment,they shall be powered by an electronically commutated motor. R403.6.2 Ventilation air. When installed to function as a whole-house mechanical ventilation system,fans shall meet the efficacy requirements of Table R403.6.1. 1. The design air change per hour minimums for residential buildings in ASHRAE 62.2,Ventilation for Acceptable Indoor Air Quality,shall be the maximum rates allowed for residential applications. 2. No ventilation or air-conditioning system make-up air shall be provided to conditioned space from attics, crawlspaces,attached enclosed garages or outdoor spaces adjacent to swimming pools or spas. 3. If ventilation air is drawn from enclosed space(s),then the walls of the space(s)from which air is drawn shall be insulated to a minimum of R-11 and the ceiling shall be insulated to a minimum of R-19,space permitting,or R-10 otherwise. R403.7 Heating and cooling equipment(Mandatory). R403.7.1 Equipment sizing. Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on the equipment loads calculated in accordance with ACCA Manual J or other approved heating and cooling calculation methodologies, based on building loads for the directional orientation of the building.The manufacturer and model number of the outdoor and indoor units(if split system)shall be submitted along with the sensible and total cooling capacities at the design conditions described in Section R302.1.This Code does not allow designer safety factors,provisions for future expansion or other factors that affect equipment sizing.System sizing calculations shall not include loads created by local intermittent mechanical ventilation such as standard kitchen and bathroom exhaust systems.New or replacement heating and cooling equipment shall have an efficiency rating equal to or greater than the minimum required by federal law for the geographic location where the equipment is installed. TABLE R403.6.1 WHOLE-HOUSE MECHANICAL VENTILATION SYSTEM FAN EFFICACY FAN LOCATION AIRFLOW RATE MINIMUM MINIMUM EFFICACY a AIRFLOW RATE MAXIMUN (CFM) (CFM/WATT) (CFM) Range hoods Any 2.8 cfm/watt Any In-line fan Any 2.8 cfm/watt Any Bathroom, utility room 10 1.4 cfm/watt <90 Bathroom,utility room 90 2.8 cfm/watt Any For SI: 1 cfm=28.3 L/min. a. When tested in accordance with HVI Standard 916 2/7/2018 1:58 PM EnergyGauge®USA-FlaRes2017 -FBC 6th Edition(2017) Complia Page 3 of 5 MANDATORY REQUIREMENTS - (Continued) R403.7.1.1 Cooling equipment capacity. Cooling only equipment shall be selected so that its total capacity is not less than the calculated total load but not more than 1.15 times greater than the total load calculated according to the procedure selected in Section 403.7,or the closest available size provided by the manufacturer's product lines.The corresponding latent capacity of the equipment shall not be less than the calculated latent load. The published value for AHRI total capacity is a nominal,rating-test value and shall not be used for equipment sizing. Manufacturer's expanded performance data shall be used to select cooling-only equipment.This selection shall be based on the outdoor design dry-bulb temperature for the load calculation(or entering water temperature for water-source equipment),the blower CFM provided by the expanded performance data,the design value for entering wet-bulb temperature and the design value for entering dry-bulb temperature. Design values for entering wet-bulb and dry-bulb temperatures shall be for the indoor dry bulb and relative humidity used for the load calculation and shall be adjusted for return side gains if the return duct(s)is installed in an unconditioned space. Exceptions: 1. Attached single-and multiple-family residential equipment sizing may be selected so that its cooling capacity is less than the calculated total sensible load but not less than 80 percent of that load. 2. When signed and sealed by a Florida-registered engineer,in attached single-and multiple-family units,the capacity of equipment may be sized in accordance with good design practice. R403.7.1.2 Heating equipment capacity. R403.7.1.2.1 Heat pumps. Heat pump sizing shall be based on the cooling requirements as calculated according to Section R403.7.1.1,and the heat pump total cooling capacity shall not be more than 1.15 times greater than the design cooling load even if the design heating load is 1.15 times greater than the design cooling load. R403.7.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design requirements calculated according to the procedure selected in Section R403.7.1. R403.7.1.2.3 Fossil fuel heating equipment. The capacity of fossil fuel heating equipment with natural draft atmospheric burners shall not be less than the design load calculated in accordance with Section R403.7.1. R403.7.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment capacity on an intermittent basis,such as anticipated additional loads caused by major entertainment events,shall have equipment sized or controlled to prevent continuous space cooling or heating within that space by one or more of the following options: 1. A separate cooling or heating system is utilized to provide cooling or heating to the major entertainment areas. 2. A variable capacity system sized for optimum performance during base load periods is utilized. R403.8 Systems serving multiple dwelling units(Mandatory). Systems serving multiple dwelling units shall comply with Sections C403 and C404 of the IECC—Commercial Provisions in lieu of Section R403. R403.9 Snow melt and ice system controls(Mandatory) Snow-and ice-melting systems, supplied through energy service to the building, shall include automatic controls capable of shutting off the system when the pavement temperature is above 50°F(10°C),and no precipitation is falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40°F(4.8°C). R403.10 Pools and permanent spa energy consumption(Mandatory). The energy consumption of pools and permanent spas shall be in accordance with Sections R403.10.1 through R403.10.5. R403.10.1 Heaters. The electric power to heaters shall be controlled by a readily accessible on-off switch that is an integral part of the heater mounted on the exterior of the heater,or external to and within 3 feet(914 mm)of the heater.Operation of such switch shall not change the setting of the heater thermostat.Such switches shall be in addition to a circuit breaker for the power to the heater.Gas-fired heaters shall not be equipped with continuously burning ignition pilots. R403.10.2 Time switches.Time switches or other control methods that can automatically turn off and on according to a preset schedule shall be installed for heaters and pump motors.Heaters and pump motors that have built-in time switches shall be in compliance with this section. Exceptions: 1. Where public health standards require 24-hour pump operation. 2. Pumps that operate solar-and waste-heat-recovery pool heating systems. 3. Where pumps are powered exclusively from on-site renewable generation. R403.10.3 Covers. Outdoor heated swimming pools and outdoor permanent spas shall be equipped with a vapor-retardant cover on or at the water surface or a liquid cover or other means proven to reduce heat loss. Exception: Where more than 70 percent of the energy for heating,computed over an operation season,is from site-recovered energy,such as from a heat pump or solar energy source,covers or other vapor-retardant means shall not be required. R403.10.4 Gas-and oil-fired pool and spa heaters. All gas-and oil-fired pool and spa heaters shall have a minimum thermal efficiency of 82 percent for heaters manufactured on or after April 16,2013,when tested in accordance with ANSI Z 21.56.Pool heaters fired by natural or LP gas shall not have continuously burning pilot lights. 2/7/2018 1:58 PM EnergyGauge®USA-FlaRes2017 -FBC 6th Edition(2017) Complia Page 4 of 5 R403.10.5 Heat pump pool heaters. Heat pump pool heaters shall have a minimum COP of 4.0 when tested in accordance with AHRI 1160,Table 2,Standard Rating Conditions-Low Air Temperature.A test report from an independent laboratory is required to verify procedure compliance.Geothermal swimming pool heat pumps are not required to meet this standard. R403.11 Portable spas(Mandatorybe energy consumption of electric-powered portable spas shall be controlled by the requirements of APSP-14. SECTION R404 ELECTRICAL POWER AND LIGHTING SYSTEMS R404.1 Lighting equipment(Mandatory). Not less than 75 percent of the lamps in permanently installed lighting fixtures shall be high-efficacy lamps or not less than 75 percent of the permanently installed lighting fixtures shall contain only high-efficacy lamps. Exception:Low-voltage lighting. R404.1.1 Lighting equipment(Mandatory)Fuel gas lighting systems shall not have continuously burning pilot lights. 2/7/2018 1:58 PM EnergyGauge®USA-FlaRes2017 -FBC 6th Edition(2017) Complia Page 5 of 5 2017 -AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: JACKSON STREET TOWNHOUSES RIGHT SIDE Builder Name: Marco Heating&Air Inc Street: 110 JACKSON ROAD Permit Office: DUVAL CNTY City,State,Zip: ATLANTIC BEACH ,FL,32233 Permit Number: Owner: MATHIEU BUILDERS Jurisdiction: 261300 Design Location: FL,Jacksonville COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA General A continuous air barrier shall be installed in the building envelope. Air-permeable insulation shall The exterior thermal envelope contains a continuous air barrier. not be used as a sealing material. requirements Breaks or joints in the air barrier shall be sealed. The air barrier in any dropped ceiling/soffit shall be aligned with The insulation in any dropped ceiling/soffit Ceiling/attic the insulation and any gaps in the air barrier shall be sealed. shall be aligned with the air barrier. Access openings,drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. Walls The junction of the foundation and sill plate shall be sealed. Cavities within corners and headers of frame walls The junction of the top plate and the top of exterior walls shall be shall be insulated by completely filling the cavity with sealed. a material having a thermal resistance of R-3 per inch Knee walls shall be sealed. minimum. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Windows,skylights The space between window/door jambs and framing,and and doors skylights and framing shall be sealed. Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated. Floors The air barrier shall be installed at any exposed edge of Floor framing cavity insulation shall be installed to (including insulation. maintain permanent contact with the underside of above-garage subfloor decking,or floor framing cavity insulation and cantilevered shall be permitted to be in contact with the top side floors) of sheathing,or continuous insulation installed on the underside of floor framing and extends from the bottom to the top of all perimeter floor framing members. Crawl space walls Exposed earth in unvented crawl spaces shall be covered with Where provided instead of floor insulation,insulation a Class I vapor retarder with overlapping joints taped. shall be permanently attached to the crawlspace walls, Shafts,penetrations Duct shafts,utility penetrations,and flue shafts opening to exterior or unconditioned space shall be sealed. Batts in narrow cavities shall be cut to fit,or narrow Narrow cavities cavities shall be filled by insulation that on installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned spas. Recessed lighting Recessed light fixtures installed in the building thermal envelope Recessed light fixtures installed in the building shall be sealed to the drywall. thermal envelope shall be air tight and IC rated. Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls,or insulation that on installation readily conforms to available space shall extend behind Dining and wiring Shower/tub The air barrier installed at exterior walls adjacent to showers and Exterior walls adjacent to showers and tubs shall on exterior wall tubs shall separate them from the showers and tubs. be insulated. Electrical/phone box or The air barrier shall be installed behind electrical or communication exterior walls boxes or air-sealed boxes shall be installed. HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the sub-floor or drywall. Concealed When required to be sealed,concealed fire sprinklers shall only be sprinklers sealed in a manner that is recommended by the manufacturer. Caulking or other adhesive sealants shall not be used to fill voids between fire sprinkler cover plates and walls or ceilinas. a. In addition,inspection of log walls shall be in accordance with the provisions of ICC-400. 2/7/2018 1:58 PM EnergyGauge®USA-FlaRes2017 FBC 6th Edition(2017)Compliant Software Page 1 of 1 • FORM R405-2017 Envelope Leakage Test Report Performance FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Envelope Leakage Test Report Performance Method Project Name: JACKSON STREET TOWNHOUSES RIGHT SIDE Builder Name: Marco Heating&Air Inc Street: 110 JACKSON ROAD Permit Office: DUVAL CNTY City,State,Zip: ATLANTIC BEACH , FL, 32233 Permit Number: Design Location: FL,Jacksonville Jurisdiction: 261300 Cond.Floor Area:: 1641 sq.ft. Cond.Volume: 14769 cu ft. Envelope Leakage Test Results Leakage Characteristics Regression Data: C: n: R: Single or Multi Point Test Data Required ACH(50)from HOUSE PRESSURE FLOW: FORM R405-2017 : 1 Pa cfm 2 Pa cfm Tested ACH(50) * : 3 Pa cfm *Tested leakage must be less than or equal to the 4 Pa cfm required ACH(50)shown on Form R405-2017 for 5 Pa cfm this building. If the tested ACH(50)is less than 3 the building must have a mechanical ventilation 6 Pa cfm system. 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. I hereby certify that the above envelope leakage Testing shall be conducted by either ; �.11E Sr, ;••* performance results demonstrate compliance individuals as defined in Section • _ p�;% with Florida Energy Code requirements in 553.993(5)or(7), Florida Statutes or y i,,, " 1.1000.sof accordance with Section R402.4.1.2. individuals licensed as set forth in :_." ' � `• Section 489.105(3)(f), (g), or(i)or an c fg approved third party.A written report of � the results of the test shall be signed * aim SIGNATURE'F%��---� �z� by the third party conducting the test • r' and provided to the code official. Cp v' PRINTED NAME: � BUILDING OFFICIAL: DATE: DATE: 2/7/2018 1:58 PM EnergyGauge®USA-FlaRes2017 -Section R405.4.1 Compliant Software Page 1 of 1 BuildingAnalysis Job: JACKSON STREET TOWN... 4 wrightsaft Date: FEB 7,2018 Entire House By: MARCO HEATING AND AIR Marco Heating &Air Inc Plan: CUSTOM 720 Mit Creek Rd,Jacksonville,FL 32211 Phone:904-743-3350 Fax:904-743-4427 License:CAC1815711 Pro'ect Information For: JACKSON STREET TOWNHOUSE RIGHT SIDE, MATHIEU BUILDERS 110 JACKSON RD, ATLANTIC BEACH, FL 32233 Phone: 904-268-2845 Desi• n Conditions Location: Indoor: Heating Cooling Jacksonville Intl AP, FL, US Indoor temperature (°F) 70 75 Elevation: 33 ft Design TD (°F) 38 18 Latitude: 30°N Relative humidity(%) 30 50 Outdoor: Heating Cooling Moisture difference(gr/Ib) 11.0 51.2 Dry bulb(°F) 33 93 Infiltration: Daily range (°F) - 18 ( M ) Method Simplified Wet bulb(°F) - 77 Construction quality Average Wind speed (mph) 15.0 7.5 Fireplaces 0 Heatin• _ Component Btu Btuh %of load Walls 2.6 5625 24.9 Glazing 14.4 2759 12.2 Vtils act Doors 14.6 307 1.4 Ceilings 1.2 1124 5.0 Floors 4.6 4331 19.2 Infiltration 1.8 3854 17.1 rfiltratlon Ducts 4563 20.2 Gazing Piping 0 0 Humidification 0 0 'lings Ran Ventilation 0 0 Adjustments 0 Total 22563 100.0 Coolin• Component Btu h/ft2 Btuh %of load Walls 1.4 3042 14.9 Glazing 20.8 4007 19.6Wiherd Gans Doors 11.8 247 1.2 Ceilings 1.7 1610 7.9 Floors 0.1 81 0.4 Infiltration 0.5 957 4.7 aaa Ducts 6259 30.6 Ventilation 0 0 Internal gains 4220 20.7 ahsr Ducts Blower 0 0 CeiIi Adjustments 0 Irtration Total 20423 100.0 Latent Cooling Load =6479 Btuh Overall U-value=0.091 Btuh/ft2-°F Data entries checked. .441P. wr ghtaoft" 2018-Feb-0714:16:35 -- - Right-Suite®U niversal 2018 18.0.08 RSU17889 Page 1 ...CKSON ROAD\RIGHT SIDE\JACKSON RD RIGHT SIDE.rup Calc=MJ8 Front Door faces: S Project Summary Job: JACKSON STREET TOWN... wrightsoft Date: FEB 7,2018 Entire House By: MARCO HEATING AND AIR Marco Heating & Air Inc Plan: CUSTOM 720 Mill Creek Rd,Jacksonville,FL 32211 Phone:904-743-3350 Fax:904-743-4427 License:CAC1815711 Pro'ect Information For: JACKSON STREET TOWNHOUSE RIGHT SIDE, MATHIEU BUILDERS 110 JACKSON RD,ATLANTIC BEACH, FL 32233 Phone: 904-268-2845 Notes: ORIENTATION-S-FRONT DOOR 2.5 TON 5KW • Desi• n Information Weather: Jacksonville Intl AP, FL, US Winter Design Conditions Summer Design Conditions Outside db 33 °F Outside db 93 °F Inside db 70 °F Inside db 75 °F Design TD 38 °F Design TD 18 °F Daily range M Relative humidity 50 % Moisture difference 51 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 18000 Btuh Structure 14164 Btuh Ducts 4563 Btuh Ducts 6259 Btuh Central vent(0 cfm) 0 Btuh Central vent(0 cfm) 0 Btuh (none) (none) Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 22563 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Infiltration Equipment sensible load 20423 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Structure 5011 Btuh Ducts 1468 Btuh Central vent(0 cfm) 0 Btuh Heating Cooling (none) Area(ft2) 1641 1641 Equipment latent load 6479 Btuh Volume(ft3) 14769 14769 Air changes/hour 0.38 0.20 Equipment Total Load (Sen+Lat) 26902 Btuh Equiv.AVF (cfm) 94 49 Req. total capacity at 0.70 SHR 2.4 ton Heating Equipment Summary Cooling Equipment Summary Make Goodman Mfg Make Goodman Mfg. Trade GOODMAN;JANITROL;AMANA DISTI... Trade GOODMAN;JANITROL;AMANA DISTI... Model GSZ140301 K Cond GSZ140301 K AHRI ref 8242621 Coil ASPT37C14A AHRI ref 8242621 Efficiency 8.5 HSPF Efficiency 12.5 EER, 15 SEER Heating input Sensible cooling 19880 Btuh Heating output 28000 Btu h @ 47°F Latent cooling 8520 Btuh Temperature rise 27 °F Total cooling 28400 Btuh Actual air flow 947 cfm Actual air flow 947 cfm Air flow factor 0.042 cfm/Btuh Air flow factor 0.046 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.76 Capacity balance point=29°F Backup: Input=6 kW, Output=22146 Btuh, 100 AFUE Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -41- writatat .O?t- 2018-Feb-07 14:16:35 ... - •,, - .--.. Right-Suite®Universal 2018 18.0.08 RSU17889 Page 1 ...CKSON ROAD\RIGHT SIDE\JACKSON RD RIGHT SIDE.rup Calc=MJ8 Front Door faces: S 4 wrightsoft' Right-J® Worksheet Job: JACKSON STREET TOWNHO... Entire House Date: FEB 7,2018 By: MARCO HEATING AND AIR Marco Heating &Air Inc Plan: CUSTOM 720 Mill Creek Rd.Jacksonville,FL 32211 Phone:904-743-3350 Fax:904-743-4427 License:CAC1815711 1 Room name Entire House MAIN 2 Exposed wall 234.0 ft 94.0 ft 3 Room height 9.0 ft 9.0 ft heat/cool 4 Room dimensions 1.0 x 704.0 ft 5 Room area 1641.0 ft' 704.0 ft' t Ty Construction U-value Or HTM Area (ft') 1 Load number Btuh/f1'-°F (f t') Load Area ( I (Bt t') I or perimeter (ft) I (Btuh) I or perimeter (ft) (Btuh) Heat 1 Cool I Gross I N/P/S I Heat I Cool I Gross N/P/S Heat Cool 6 VI 12E-Osw 0.068 n 2.55 1.43 360 281 716 403 180 110 280 158 . -G 1D-c2om 0.320 n 12.00 10.51 9 0 108 95 0 0 0 0 -G 4A5-2omd 0.620 n 23.25 14.54 40 0 935 585 40 0 935 585 -G 4A5-2ov 0.320 n 12.00 10.51 30 0 360 315 30 0 360 315 11 V1 12E-Osw 0.068 e 2.55 1.43 810 723 1844 1037 360 330 842 473 -C 1D-c2om 0.320 e 12.00 30.13 12 0 144 362 0 0 0 0 -G 1D-c2om 0.320 e 12.00 30.13 45 0 540 1356 0 0 0 0 -G 4A5-2ov 0.320 e 12.00 30.13 30 0 360 904 30 0 360 904 12E-Osw 0.068 s 2.55 1.43 243 202 515 290 63 42 107 60 1D-c2om 0.320 s 12.00 10.51 20 20 240 210 0 0 0 0 1100 0.390 s 14.62 11.78 21 21 307 247 21 21 307 247 12E-Osw 0.068 w 2.55 1.43 693 687 1752 986 243 237 604 340 4A5-2ov 0.320 w 12.00 30.13 6 0 72 181 6 0 72 181 P 12C-Osw 0.091 - 3.41 1.39 234 234 799 326 234 234 799 326 C 16B-30ad 0.032 - 1.20 1.72 937 937 1124 1610 0 0 0 0 F 19A-13bscp 0.065 - 1.78 0.84 20 20 36 17 0 0 0 0 F 19C-19cscp 0.049 - 0.64 0.30 213 213 136 64 0 0 0 0 F 22A-tpm 1.180 - 44.25 0.00 704 94 4159 0 704 94 4159 0 1 61 C)AE Dexcursion I I I I 0I I I I 381 Envelope loss/gain 14146 8987 8825 3551 12 a) Infiltration 3854 957 1548 385 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 4 920 0 0 Appliances/other 3300 2400 Subtotal(lines 6 to 13) 18000 14164 10373 6335 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 18000 14164 10373 6335 15 Duct loads 25% 44% 4563 6259 25% 44% 2630 2800 1 Total rrequirroomed load( ) I I I 225639471 2042947 31 I 1 130025461 91351 cfm424 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -. 4'� wrIyP+ttasott' 2018-Feb-07 14:16:35 Right-Suite®Universal 2018 18.0.08 RSU17889 Page 1 ...CKSON ROAD\RIGHT SIDE\JACKSON RD RIGHT SIDE.rup Calc=MJ8 Front Door faces: S 4 wrightsoft Right-J® Worksheet Job: JACKSON STREET TOWNHO... Entire House Date: FEB 7,2018 By: MARCO HEATING AND AIR Marco Heating &Air Inc Plan: CUSTOM 720 MITI Creek Rd,Jacksonville,FL 32211 Phone:904-743-3350 Fax:904-743-4427 License:CAC1815711 1 Room name BEDS 2 Exposed wall 140.0 ft 3 Room height 9.0 ft heat/cool 4 Room dimensions 1.0 x 937.0 fl 5 Room area 937.0 ft t Ty Construction U-value Or HTM Area t r r I I number (ee Load Area Load (Bt t'-°F (Btuh/ftp or perimeter (ft) (Btuh) I or perimeter t Heat I Cool Gross I N/P/S Heat I Cool I Gross r I N/P/S ( Heat Cool 6 VI 12E-Osw 0.068 n 2.55 1.43 180 171 438 245 . -G 1D-c2om 0.320 n 12.00 10.51 9 0 108 95 . -G 4A5-2omd 0.620 n 23.25 14.54 0 0 0 0 -G 4A5-2ov 0.320 n 12.00 10.51 0 0 0 0 11 VI 12E-Osw 0.068 e 2.55 1.43 450 393 1002 564 -G 1D-c2om 0.320 e 12.00 30.13 12 0 144 362 -.0 1D-c2om 0.320 e 12.00 30.13 45 0 540 1356 -G 4A5-2ov 0.320 e 12.00 30.13 0 0 0 0 12E-Osw 0.068 s 2.55 1.43 180 160 408 230 1D-c2om 0.320 s 12.00 10.51 20 20 240 210 1100 0.390 s 14.62 11.78 0 0 0 0 12E-Osw 0.068 w 2.55 1.43 450 450 1148 646 4A5-2ov 0.320 w 12.00 30.13 0 0 0 0 P 12C-Osw 0.091 - 3.41 1.39 0 0 0 0 C 16B-30ad 0.032 - 1.20 1.72 937 937 1124 1610 F 19A-13bscp 0.065 - 1.78 0.84 20 20 36 17 F 19C-19cscp 0.049 - 0.64 0.30 213 213 136 64 F 22A-tpm 1.180 - 44.25 0.00 0 0 0 0 6 c)AED excursion 38 Envelope loss/gain 53211 54361 I I 12 a) Infiltration 2306 573 b) Room ventilation 0 0 13 Internal gains: Occupants @ 230 4 920 Appliances/other 900 Subtotal(lines 6 to 13) 7627 7829 Less external load 0 0 Less transfer 0 0 Redistribution 0 0 14• Subtotal 7627 7829 15 Duct loads 25% 44% 1933 3459 ( I Airrequi d(cdm) I I 1 94011 115231 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrtptetssatt- 2018-Feb-07 14:16:35 Right-Suite®Universal 2018 18.0.08 RSU17889 Page 2 ...CKSON ROAD\RIGHT SIDE\JACKSON RD RIGHT SIDE.rup Calc=MJ8 Front Door faces: S a Manual S Compliance Report Job: JACKSON STREET TOWN... " wrightsoft Date: FEB 7,2018 Entire House By: MARCO HEATING AND AIR Marco Heating & Air Inc Plan: CUSTOM 720 Mill Creek Rd,Jacksonville,FL 32211 Phone:904-743-3350 Fax:904-743-4427 License:CAC1815711 Project Information For: JACKSON STREET TOWNHOUSE RIGHT SIDE, MATHIEU BUILDERS 110 JACKSON RD, ATLANTIC BEACH, FL 32233 Phone:904-268-2845 Cooling Equipment Design Conditions Outdoor design DB: 92.7°F Sensible gain: 20423 Btuh Entering coil DB: 77.9°F Outdoor design WB: 77.1°F Latent gain: 6479 Btuh Entering coil WB: 64.0°F Indoor design DB: 75.0°F Total gain: 26902 Btuh Indoor RH: 50% Estimated airflow: 947 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Goodman Mfg. Model: GSZ140301K+ASPT37C14A Actual airflow: 947 cfm Sensible capacity: 19880 Btuh 97%of load Latent capacity: 8520 Btuh 132%of load Total capacity: 28400 Btuh 106%of load SHR: 70% Heating Equipment Design Conditions Outdoor design DB: 32.5°F Heat loss: 22563 Btuh Entering coil DB: 68.5°F Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Goodman Mfg. Model: GSZ140301 K+ASPT37C14A Actual airflow: 947 cfm Output capacity: 28000 Btuh 124%of load Capacity balance: 29 °F Supplemental heat required: 0 Btuh Economic balance: -99 °F Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 947 cfm Output capacity: 6.5 kW 98%of load Temp. rise: 50 °F Meets all requirements of ACCA Manual S. wr,igh ft,, 2018-Feb-0714:16:36 .. ... Right-Suite@ Universal 2018 18.0.08 RSU17889 Page 1 ...CKSON ROAD\RIGHT SIDE\JACKSON RD RIGHT SIDE.rup Calc=MJ8 Front Door faces: S MATHIEU BUILDERS PLAN: TOWNHOUSE LOT#: RIGHT SIDE SUBDIVISION: JACKSONV ROAD TOWNHOUSE GOODMAN _2.5_ TON HEAT PUMP SYSTEM SEER: 15 HSPF: 8.5 DESIGN COOL BTUH: 30000 AVAILABLE STATIC PRESSURE: 1:1 TOTAL CFM: 1235 TOTAL EFFECTIVE LENGTH: 219 PERFORMANCE METHOD: DUCT MATERIAL: R6 VINYL FLEX SUPPLY BRANCH DETAIL TABLE ROOM NAME COOLING CFM BRANCH SIZE LINEAR FT DUCT MATERIAL POWDER 35 CFM 4" 19' VINYL FLEX DINING 200 CFM 8" 8' VINYL FLEX LIVING 200 CFM 8" 12' VINYL FLEX KITCHEN 165 CFM 7" 18' VINYL FLEX LAUNDRY 35 CFM 4" 16' VINYL FLEX PANTRY 35 CFM 4" 18' VINYL FLEX BR3 165 CFM 7" 12' VINYL FLEX BATH 2 (2) 35 CFM (2) 4" 18' VINYL FLEX BR2 165 CFM 7" 8' VINYL FLEX BR2 WIC 35 CFM 4" 15' VINYL FLEX MBR 200 CFM 8" 20' VINYL FLEX MBA 35 CFM 4" 16' VINYL FLEX MBR WIC 35 CFM 4" 15' VINYL FLEX MBA TOILET 35 CFM 4" 24' VINYL FLEX TOTALS 1235 CFM 219 LN (FT) SUPPLY TRUNK DETAIL TABLE LOCATION DESIGN BTUH TRUNK SIZE DUCT MATERIAL FROM UNIT TO 1ST DISTR BOX 12202 10" VINYL FLEX FROM UNIT TO 1ST DISTR BOX 21054 14" VINYL FLEX 1 • :DE 7144 STUDS•4" ,t 6 TO 114DER&DE OF ROOF ABOVE 0 deSDECFVMS ___ EDGE OF SLAB n , WRAPPED P.T. ,121 64 POST is ---13' ROP LANAI 445-T-0.---6 ©. $ in 0.-4).//%// r -�f'-SHEAR FRAME 5E114-7 1 l i" b' 9•••P E!'5- I • 1' ,' 60.65 SLID. _ 'P'PR 3050 ll -_ -. i ..... , w • ,, , , _ , , .., , ,, , it I.Ilfe I - 1I 4 — � 1 —'PINING I\ . Ea .... • yy it �■ ' KIT COORDINATE i —�,. KITCHEN LAYOUT '" 1. I iiii WTH FINAL KITCHEN I.! DESKN L i t O 'W 410' t5r Yf • _ . 0 -- ICE ,. Ll I e pNTTEyR�IOORESHHE.-.f MUM, • fall ,,,,,e/ .--! y h Fr-, do; + i -it FOYER 11 I :, L— e S kl , 3.-51f I FORCH WRAPPED P.T.la bee POST WALL g8a E ♦ GARAGE EDGE OF SLAB V GRD CEILNG Ha iS n I I k i.7 0050 OH. r L , S1L EAR RLME-EEE VS-I , I ® DRIVEWAY WALK I . a-.` . I 411-ii o 4• 4. I • 1 4332173 dal $3!173 JAR XI Ottlf s ItIMIT • 's CV II :104 ;`.ice/ .O.A °Z \‘‘. el li N' 111 . . ' I 0 nu rt t,, is __,„„a„,-.. - r 70d 6909\._ _ Alt ;y LI 3� . ••q• ' ��it ab \\ IA O A Ns 10 � H 4 � f �� 1 `Arr.jimilL70.199frt voU . T 1 , .e. .,Eil.— 2._.-Rin • x Code Compliance Research Report nntertek Total Quality.Assured. P(4. CCRR-0258 bF Issued: 10-31-2016 Renewal Due: 10-3-1-2018 Revised: 11-21-2017 DIVISION:07 00 00-THERMAL AND MOISTURE PROTECTION Use on exterior walls permitted to be of Type V Section:07 45 00—Fiber-reinforced Cementitious Panels construction. Use on walls required to be of fire-resistance-rated REPORT HOLDER: construction. Nichiha USA Inc. 6465 E.Johns Crossing,Suite 250 2.0 STATEMENT OF COMPLIANCE Johns Creek,Georgia 30097 www.nichiha.com The NichiProductsTM siding products recognized in this report comply with the Codes listed in Section 1.1,for the properties REPORT SUBJECT: stated in Section 1.2, and uses stated in Section 1.3, when NichiProductsTM Fiber-Cement Siding Products installed as described in this report, including the Conditions of Use stated in Section 6. 1.0 SCOPE OF EVALUATION 1.1 This Research Report addresses compliance with the 3.0 DESCRIPTION following Codes: 3.1 NichiProductsTM Fiber Cement Siding Products: 2018,2015,and 2012 International Building Code®(IBC) 2018,2015,and 2012 International Residential Code® The siding products are used for lap and panel siding. A (IRC) description of the siding products, their dimensions and 2017 and 2014 Florida Building Code—Building(FBC)and their intended application is in Table 2. Residential(FRC)(see Section 9) 2016 and 2013 California Building Code—Building(CBC) 4.0 PERFORMANCE CHARACTERISTICS and Residential(CRC) (see Section 9) 4.1 Physical Properties: The siding products comply with NOTE: This report references 2018 Code sections with ASTM C1186, Type A, Grade II, in accordance with IBC [2015]Code sections shown in brackets where they differ. Section 1403.10[1404.10]and IRC Section R703.10. 1.2 The NichiProducts"" siding products described in this 4.2 Wind Resistance: The maximum allowable wind report have been evaluated for the following properties pressure for each of the siding products is described in (see Table 1): Tables 3,4,5 and 6. Physical properties Wind resistance 4.3 Surface Burning Characteristics: The siding products Surface burning characteristics have a flame spread index of 0 and a smoke-developed Noncombustibility index of 0,when tested in accordance with ASTM E84. Weather protection Fire-resistance-rated construction 4.4 Noncombustibility: The siding products are noncombustible building construction materials complying 1.3 The NichiProductsTM siding products have been with IBC Section 703.5 as determined by testing in evaluated for the following uses(see Table 1): accordance with ASTM E136. Use as an exterior wall covering in accordance with IBC Section 1405.16 and IRC Section R703.10. 4.5 Weather Protection: Siding products are installed in Use on exterior walls in Types I, II, Ill,and IV construction accordance with Section 5.2 of this report. 130 Derry Court•York• Pennsylvania • 17406 intertek.com/building Intertek PCA-101 Version:6 April 2017 ' Code Compliance Research Report CCRR-0258 Page 2 of 22 4.6 Fire-resistance-rated Construction: Fire-resistance- 6.4 The NichiProducts'"" siding products are produced rated construction is outside the scope of this report. under a quality control program with inspections by Intertek Testing Services NA,Inc. 5.0 INSTALLATION 7.0 SUPPORTING EVIDENCE 5.1 General: The siding must be installed in accordance with the Nichiha 7.1 Reports of tests in accordance with ASTM C1186, USA Inc., published installation instructions, the applicable ASTM E84,ASTM E136,and ASTM E330. Code, and this Research Report. A copy of the 7.2 Data in accordance with the ICC-ES Acceptance Criteria manufacturer's instructions must be available on the jobsite during installation. for Fiber Cement Siding Used as Exterior Wall Siding (AC90), dated June 2012 (editorially revised September 5.2 Application: 2015). Under the IBC,the siding products must be installed over a 7.3 Intertek Listing Report "Nichiha NichiProducts`" Fiber water-resistive barrier complying with Sections 1403.2 Cement Siding Products" on the Intertek Directory of [1404.2] and 1402.5 [1403.5], and must be attached as Building Products. described for the specific assembly in Tables 3,4,5,and 6. 7.4 Documentation of an Intertek approved quality control Under the IRC,the siding products must be installed over a system for the manufacturing of products recognized in water-resistive barrier complying with Section R703.2. Lap this report. siding and panel siding may be installed as described in Table R703.3(1) [R703.4], for areas in which the design 8.0 IDENTIFICATION pressure does not exceed 30 psf and the mean roof height does not exceed the limits in Table R703.3.1, or as The NichiProductsT" siding products are identified with the described in Tables 3 through 6. For conditions that exceed Nichiha USA Inc., name, and address, the product name, the these limits, the panels must be installed as described in Intertek Mark as shown below, and the Code Compliance Table 7. Research Report number(CCRR-0258). CODE 6.0 CONDITIONS OF USE COMPLIANCE 6.1 Installation must comply with this Research Report, the manufacturer's published installation instructions, and the applicable Code. In the event of a conflict, this report Intertek governs. CCRR.02SE 6.2 When allowable wind speed is determined in 9.0 OTHER CODES accordance with Table 3, the allowable wind speed must 9.1 California Building Code be equal to or greater than the design wind speed calculated in accordance with the applicable Code. 9.1.1 Scope of Evaluation: 6.3 When the wall construction includes a combustible The NichiProducts'" siding products were evaluated for water-resistive barrier and is required to be of Type I, II, Ill, compliance with the 2016 and 2013 California Building or IV construction, use of the siding products is limited to a Code, including Chapter 7A. The siding products are maximum 40 feet in height above grade plane except noncombustible materials as defined in CBC Section 202 under the 2018 [2015] IBC where data has been presented and as permitted for use on exterior walls in CBC Section to the building official demonstrating compliance with the 707A.3. Exception to Section 1402.5 [1403.5]. SCiD 130 Derry Court•York• Pennsylvania • 17406 intertek.com/building Intertek PCA-101 Version:6 April 2017 -10.1 Code Compliance Research Report CCRR-0258 Page 3 of 22 9.1.2 Conclusion: Use of the siding product for compliance with the High- The siding products, described in Sections 2.0 through 7.0 Velocity Hurricane Zone provisions of the 2017 and 2014 of this report, comply with the 2016 and 2013 California Florida Building Code—Building and the Florida Building Building Code, subject to the conditions noted in Section Code—Residential has not been evaluated,and is outside 6.0 of this report. Section numbers for the CBC— Building the scope of this Research Report. and Residential correspond to the 2015 IBC and IRC section Section numbers for the FBC — Building and Residential numbers. correspond to the 2015 IBC and IRC section numbers. Intertek is a quality assurance entity approved by the 9.2 Florida Building Code Florida Building Commission. 9.2.1 Scope of Evaluation: 10.0 CODE COMPLIANCE RESEARCH REPORT USE The NichiProductsTM siding products were evaluated for 10.1 Approval of building products and/or materials can compliance with the 2017 and 2014 Florida Building only be granted by a building official having legal authority Code — Building, Florida Building Code — Residential in the specific jurisdiction where approval is sought. and Florida Building Code — Energy Conservation. 10.2 Code Compliance Research Reports shall not be used 9.2.2 Conclusion: in any manner that implies an endorsement of the product by Intertek. The siding products described in Sections 2.0 through 7.0 of this report, comply with the 2017 and 2014 10.3 Reference to the https://bpdirectory.intertek.com is Florida Building Code — Building, Florida Building Code recommended to ascertain the current version and status — Residential and Florida Building Code—Energy, subject of this report. to the following conditions: This Code Compliance Research Report("Report")is for the exclusive use of Intertek's Client and is provided pursuant to the agreement between Intertek and its Client.Intertek's responsibility and liability are limited to the terms and conditions of the agreement.Intertek assumes no liability to any party,other than to the Client in accordance with the agreement,for any loss,expense or damage occasioned by the use of this Report.Only the Client is authorized to permit copying or distribution of this Report and then only in its entirety,and the Client shall not use the Report in a misleading manner. Client further agrees and understands that reliance upon the Report is limited to the representations made therein. The Report is not an endorsement or recommendation for use of the subject and/or product described herein. This Report is not the Intertek Listing Report covering the subject product and utilized for Intertek Certification and this Report does not represent authorization for the use of any Intertek certification marks.Any use of the Intertek name or one of its marks for the sale or advertisement of the tested material,product or service must first be approved in writing by Intertek. 130 Derry Court•York• Pennsylvania • 17406 intertek.com/building FR71 . .. Intertek PCA-101 Version:6 April 2017 y Code Compliance Research Report CCRR-0258 Page 4 of 22 TABLE 1 —PROPERTIES EVALUATED 2018 and 2018 and 2017 and 2017 and 2014 2016 and 2013 CBC PROPERTY 2015 IBC 2015 IRC 2014 FBC- FBC—Residential SECTION' SECTION' Building Physical properties 1403.10 R703.10 1404.10 R703.10 1404.10 [1404.10] Surface burning characteristics 1403.10 R703.10 1404.10 R703.10 1404.10 [1404.10] Noncombustibility 703.5 NA 703.5 NA 202, 703.5 Wind resistance 1404.16 R703.16 1405.16 703.1.2 1405.16 [1405.16] Weather resistance 1403.2 R703.2 1404.2 R703.2 1404.2 [1404.2] 1 Section numbers may be different for earlier versions of the International and Florida Codes. TABLE 2—NICHIHA SIDING DESCRIPTION Product Name Nominal Siding Dimensions Intended Use Description Thickness(in.) Width: 5.25, 6.25, 7.25, Smooth or Cedar NichiBoardTM plank 5/16 8.25,9.25 and 12 inches Lap siding finish Length: 12 feet 4 feet by 8 feet Cedar, Smooth, NichiPanelTM sheets 5/16 4 feet by 10 feet Panel siding Stucco and feet by 12 feet Grooved-8-in.-oc- 4Cedar finish NichiStraightTM'Tand 16 inches wide by 4 foot Designed to look like NichiStaggeredTM lap 5/16 Ion Lap panel siding individual cedar panels g shakes Width:6.25, 8.25 and 12 Designed to look like NichiShakeTM cladding 5/16 inches Lap shingle siding individual cedar Length: 18 inches shakes © 130 Derry Court•York• Pennsylvania • 17406 intertek.com/building Intertek PCA-101 Version:6 April 2017 z0Z0 0 0, 5- k) a. 9 a o Eli -- 0 ao = CO�- o �, (2) N N d N 6 Ol O N V U M 3 s • N O N J Z 0) Z O) q G) 0) O- T. O. a Cr - O - 0O a FQ Q m T w n 0 `" a 0 0 CD 0 m N N N u 0 n n 3 3 O. O. r .15 0 = N G) 00 m d a f+ 0. 2 o M n o = ° m m 00. mmin A 0) A m 3 O T C' A r► n 00 o 3 0 . c O W d V! 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W N A W N N — Q) N A W N N — O) (P A W N N — C) N A W N N — O) N A W N N — 0) N A W N N — O) (N A W N N m C V O O O O O N O (n 0 0 0 0 C) O N 0 0 0 0 C) O N O O O O C) O N O O O O N O N O O O O C) O N 0 0 0 0 N O _ W N A W N N O O O O N O N *(O N O_ 01 CO m� CO O O O O O O J J J J J J J J J J J J J J N N N N N I N O O O O W W A A N N N N O O O -.. —L —, —• v c > V O W J J J J O O O O O O O O O O O O O O W C) O N N N N N O N N N N O N J W W W W W N W W W W W OD -N+ (N)) O O O WO m c) c m i 1 I 1 1 1 1 WOOOW r)111 V ' WWWWON ADO OW O WNO _ .. N W W W W A WO O OOOOOO O CCO O W O CCO(O N N (O OWOOO — ONC.) N V 0 W N WA m 3 m I 10) 0) A A A N CD (D C) J J J J J J J , W A v 0 0 0 I I I i I I CO N N Fs, 1 I O W COO W CO (p (p 0 0 0 0 = n• O O N A J -+ N N 0 0 0 0 0 0 0 0 OW N W W (O -LW W .. N J 0 W N co 0 . N NNNNNNNNNN NNN + M C Cl) NNWWWWW A N (' W W W W O J W W (O (O (O (O W W A A A A A 'O N W N W W W W O O O O O O O O O O O O O O W O A W — A (OO (O( (O O W W J J J J N W O W W W W N N W W W W W G O 0A W J N W W m m m m N CD v rN N N N N N N N N N N N N i i _ M 0, r 0 _ -+ N N (O O N N W W W A A O O N N W W J J J N N N N W W W W A A A N O Q D r CO .. W J (O N N J W O O O O O O O O O O O J (D N W CO N W N W N W N J O A (O N J O W W (O N O. 3 W N W N N tD W n C r _ I - -+ CO N N N N N N N N N 1 1 : 1 1 s K '9 3 N 00 -, WW-+ W W W O O NNNWW A A A W N N W 0 0 -+ N VIM N J (O — A W W O N W N J 0 0 0 O O O O W (O N N J O W A W (O W W (O W J W -+ W W J O W D W W W CT/) COv .. • C Z v 0) 7 U Ul E. > o 5 (ID' m m to D 1a N 0 v1- K a co _ N O C m o 0Q to o. m -n e) Z I co, v 0 C1 tofD N n CO T 0 a Tc-, 3 D) A MI 2 m = 0. —1 D) CU 7 -+ m cr rt W D) m n. („1 C CD G N = C U) fD A rn CD o u O -I m N 11 U) ~ U V V N 'p fD (D • cNP U G A CD . 0 CI fD — on Z mi. O - o �, d n O • T - 9 70 3 12 co -n m CO C c d 73O 7 - -' N I. - U, 3 < — O T N E71 00 3 a O , cm 0 - -..i 01 o c Ot •, . ° 3 • VU U A W N N -,, U) U A W N N -+ 0) U A 2 A 0 0 0 0 U O U 0 0 0 0 U O U 0 0 0 0 o o o o o mU' U000U' U000u' U 0; V 0 - c=m coU O pp pp pp O N N W W W W W b O pp (� �O 7 s U V O A A A A W U) 0 U U U U 0 A 0 COD POD coo O A (U0 0)) o 0)) 0) - A UD W W W W Q a C) TI , o m I I - - x m N OD O N VO) 0 0 A v tO W U) V c0 o., . . . . . . . . . . . , . . . , - 0 . 0<O W W (; A A A U O O O f. N 9 m..... m . .„0 . . . - O cT V o , ' co07 c0 N N N W W W 0 0 0 0 0 0 -+'O I n U C) 0 W U c0 - W co V 1D -. W U V O Q uc U NWWWWUUUVVNWW N - - 'O ? M NU0UUUUUNVUUUUVoUA AAAO0O -- UUUVVV a n ) 00 0 0 A cD U O O o 0 0 0 U N N N N com m q ^l fD pp ((�� x cp O At , U 000 0 A U 0 N V 0 W V _• A NU 0 N U N N N 0) V V CO CO CO O W W A. A A U U a C V 1"11 p — A V U U A CD A U OD U CO N U o I I I I I I MC v 3 .” O O -+ N W W W W A A O O 'O m • N U) CD — Q) O N U m O A 0 c0 - U U U) U V V N N W ((.�..tt W A W U U W N o W N U M W o A 0 CD N Q"L m N Cn) Code Compliance Research Report CCRR-0258 Page 8 of 22 Table 3 - Continued (NichiBoardTM Plank)1'47 Effective Fastener Spacing Allowable Building ASCE 7-05 Basic ASCE 7-10 Ultimate s Framing' Siding Type Siding Fastener Face/Blind Frame/Horizontal Field(in) Type Design Height Wind S eed(MPH)2,Wind Speed(MPH) (in) Pressure(psf)fi (ft) Exp BDxp C Exp D Exp B Exp C Exp D 15 121 110 100 156 142 129 20 121 107 98 156 138 126 7r16' 25 121 105 96 156 135 124 12 7.25 OSB -35 3 30 121 102 94 156 132 122 40 116 99 92 150 128 118 50 113 97 90 145 125 116 60 110 95 89 142 123 114 15 117 106 96 151 137 124 Double HD MAZE 20 117 103 94 151 133 121 25 117 101 92 151 130 119 Asphalt& Blind 16 7.25 SPF -32.8 30 117 99 91 151 127 117 Fiberglass Shingle 40 112 96 88 145 124 114 Nail 50 109 94 87 140 121 112 7.25" 60 106 92 85 137 119 110 NichiBoard'' 15 102 93 -- 132 120 109 20 102 90 -- 132 117 106 25 102 88 -- 132 114 -- 24 7.25 SPF -25.2 30 102 87 -- 132 112 -- 40 98 - -- 127 108 -- 50 95 - -- 123 106 -- 60 93 - -- 120 -- -- 15 151 137 124 195 177 160 `Double HD MAZE 20 151 133 121 195 172 157 25 151 130 119 195 168 154 Asphalt& Fiberglass Shingle Blind 16 7.25 SYP -54 7 30 151 127 117 195 164 151 40 145 124 114 187 160 147 Nail 50 140 121 112 181 156 144 60 137 119 110 177 153 142 *Fasteners shall be located a minimum distance of 3/4"from the vertical siding edges at corners and splices. ® 130 Derry Court• York • Pennsylvania • 17406 intertek.com/building 13 Intertek PCA-90 1 Version:6 April 2017 tb 2 V S =3 N DC N a y o 9 •m a a (ID* v Ni N 0 v c .. <tT T D 0) n m N N 0 a N 0 y m m 1 a D = mo _v3 a.- Co C�g �2 5 m c. 0 m n Z = „ 0 d 0 , 0. co rD -," n 0 co co et 3 n -113 = '� m S m F+ 01a wD O Ni P_ 6 Ca M k(—� 0 N �M _ o p Fr m CU Q � 0 a' '3 C o S C•Q X" 1rDrD a = m 0 m ra ra • 7 n 3 <ill wm NiN CO Ni0 Os co TwV VN 2Dw JU co Co 1 2D La n V aT (D5. CmCCDaZSOmG �fDnQNu, To ED 31 CO 3 m • O) N A W N Ni Or N A W Ni Ni 0) N A W N Ni-+ 0) NC i O O O 0 U) 0 W 0 0 0 0 CA 0 CT 0 0 0 0 U) 0 U) 0 0 A W Ni Ni -+ a) tT A W Ni Ni-+ D) fp A W Ni N 00909 0 0 0 0 N 0(T 0 0 0 0 N 0 N tC a A A „S CO Q1 * i;). N N N N N O O 0 0 0 0 0 A A A (T N CA Cr, N X a n N OD Ni V V V V N N Co Ni Ni Ni N -+ A ca N U) a,N W a) O N Na N N 0) V V V V V V -4 V V V V V p a m tTCTCTCT J. 0300000 0000000 m V m a N x 0 0 0p 0 0 I I OD f0 t0 N N N W W(� W A COa) 0 0 / U '3 gO N A V CD N N lA (A 0 N Ni A V -. A V-+ O 0 Ni 0 0 -4 -. A A A U) 9 9 9Zt�' V V V V V V V a CT OD O W N CT 03 N 0) co Y 0 0 0 0 O 0 0 , 20 m w WO0AI I ' j ` I W N 33 x A Of 03 O O N N N N DD N CoOD (T COO OWtaWANpfV co W N A v A AA 0 0 0 0 O D T G D) Ni N Ni N A tO) O) O) _ NNW caca 0lcOOOO A NN _. N Nb 7 ( CM Co a J. CD DN N O O O O CI) 0 T OOOOOOOOOOOOOOcoym fD V O ,c, G i a‘ NW W A A A I 0 0 -• o O OD) V V Co N N W ft, -, A Co A OD (T OD -s A O)cD CO A t0 W V N V tD N) W W A A CO CO D CD ON ONNNNNNNNN9 a C 0-I, � 0) tD Ni O) Ca V V U 0 0 0 0 0 0 0 03c. . N Ni Ni Ni Ni Ni W W ' I ' I O A A tT N N fT O -• N N N N N N N N N 9 = d N O A V co Ni Ut m W it Ni O OD N (b O Ni Ni Ni tJ 4) V V V CO 0 Co W0 w m 9 V 0 W 0 W O A Co Ni tD 0 0 0 0 0 0 0 . ® Code Compliance Research Report CCRR-0258 Page 10 of 22 Table 3 -Continued (NichiBoardTM Plank)1'4'7 Effective Fastener Spacing Allows Building ASCE 7-05 Basic ASCE 7-10 Ultimate Siding Type Siding Face/Blind Frame/Horizontal Field m Framing We Height Wind Sneed(MPH12 Wind Saeed IMPHI3 Fasteners (in) ( Typ Des (ft) . Exp B Exp C Exp D Exp B Exp C Exp D 15 111 100 91 143 130 118, 20 111 98 89 143 126 115 7/16" 25 111 96 87 143 123 113 12 8.25 OSB -29.5 30 111 94 86 143 121 111 40 106 91 -- 137 117 108 Double HD 50 103 89 -- 133 114 106 MAZE Asphalt& 60 100 87 -- 130 112 — Fiberglass Blind 15 99 90 -- 128 116 106 Shingle Nail 20 99 87 — 128 113 — 25 99 86 — 128 110 — 8.25" 16 8.25 SPF -23.7 30 99 — -- 128 108 — NlchiBoardT"' 40 95 — -- 123 105 -- 50 92 — — 119 — — 60 90 — — 116 — — 15 134 121 , 110 173 157 , 142 'Double HD 20 134 118 108 173 152 139 25 134 115 106 173 149 136 MAZE Asphalt& Blind 16 8.25 SYP -43.0 30 134 113 104 173 146 134 Fiberglass 40 128 110 101 166 142 131 Shingle Nail 50 124 107 99 160 138 128 60 121 105 98 157 136 126 *Fasteners shall be located a minimum distance of 3/4"from the vertical siding edges at corners and splices. ® 130 Derry Court•York • Pennsylvania • 17406 intertek.com/building CI Intertek PCA-101 Version:6 April 2017 Z e Z 03 2 m T. n N = N F. H 7 0! _N 6 ®. 7 O O O 7 m © i.co co co s a a a 1 c v m O y T rDn O n N`� N N y m S D 1 a E N N O CD 7, N co • m m c 3 3 N S C) Q = N 7 -' T C./7 Q° 0 2 co 'o o- to cn 3 Z = C r, N ° O 10 m Q CD fD m m m m f7 0. $ 2 0 0 CO 3 '6 a "n m y O) = N 3Q n W N A T .ni CD CD _,O rn A m 5 0 ,o W CD IR Mc a n m 7 7 0 Z m 0 — 4) 7 n n T O U 9 co co rto 0 o , f1 7C m m u' No �' No ,� y n Di T m m D m D 3 —. W 733 0 17 CL O 3 DI O a Oco a N L rt.) nNi a O D 3 til 00 is < a, W CD 0 w m w �. f 7 A aD W • = Q 0) SU o A m • °i V CO s p 0) CO A CO N N — m CO A W N N — O) CO A W N N -+ 0) U A W N N — O) CA A CO N = C V 0 0 0 O O Cn 0 0, 0 O O O CP 0 CO 0 0 0 0 CO 0 CO 0 0 0 0 0, 0 CO 0 O O O N N „4 0) to A (J N N — 0) CI, A W N N - O a al O U O O O O N O N O O O O O) O U S ; .�m m5 CO CD CD CD CO f0 {D CO O tO tp CD CD CO 9 3 O > N 0, , W 10 ,, OCn N O) 0) W W 0) V V V V V V V a n tD ._ 0, 0 0 0 0 W O V V V V V O W CO COCD CO CO W V N t0 t0 tD CO 0 0 0 0 0 0 0 1 1 1 1Co RI m6 6 cx -4 O CD W O 0 0 O I I I I CO - - N N N N CO O O W O O 7 b 0) V O A W CD W Sj O V (n V O A O) DC CO (J A V O N p W W W A A A Cn CO O) V V V V V a N V W a) W CO 0) 0 CO CO O) 0 0 O O O 3 W co co O CJ t0 C� LI K_I N I 1 1 I 1 co CCDD m w CO co CDD I I I I 7.,` C _, A 0) m m coroN W a, '.0 A m oao ca ArnCD co co VO n O, D) cr) ft NN pp pp (� (� 0 (mpp a s > O'D CO CO N v J v V O A 00 A A A A CO CJI O A A A A N CON t00 COb W N CON N N CO W O O O O O O O O O O O O 0a. m Q 0 p O N N N W CO W A O A N N O 41 W V N N N N j W N N .IV N.. CO O N 07 N A V CO a)0 V 0 W CD N 0, 0 CO V N 0 N CO CO A W V V V CO CO 1D tD CON> N O Cn CO W CO O O O O O O O n' X. NJ V V V CO CD CD O O m =N 1 ( O -� " N N N N I ' W A A A U co 0, -f+ -s N N �a _s .• -. -` Na N to N_ D 9 u N� 0, CO N V 0 N A V 0 0 W V O N O) _c W 0 0 O N N O) O) 0) (T 0 N V1 0 CO CO 0 CO CO CO CO 0 0 0 D Z D co n N 7 01 U) j 0 5 m d (D. D ® n v om y y N CO v N 3 3 (o 5 N = - T co 5 d 0 0 a N (o o Da n 2 a 0 . 3 a • m m y Di 7 f+ A am 73 — _ Q n < CD O = 0 m W (D Q Z. T . 1n o • 0 tD - = 0 d o (o — A 7 n n T ' p (Nn m S L . 7 A 7 • a n fD 11 C a • Q 013 031.1 C/7 N Z 1 O O TCI n ,,- 0 C m 0 m O - d A o • D r v 370 3 -a m =' W 70 ro 1a CT n+ o v NJ O. in m D -•1 0- N w O 3 1.11 CO 3 A N y. d 7 ii 7 c O1' m 3 • Pr I... A V 0) A W N N -+ 0) N A W N N — I CO V O0000010010000000 2G 01 S 5 to m `L A A ut W 01 0) 0) J J V J V J J M v, mw0000 0 000000 17 a y m y m1 mv ,.."..,..,..".., .. .,...„.„, . . . , „ . .L.OOtaNVOu0OO a 0 N _ -.Lm m W N N N W A A A 0) 01 N 0) 0 N J CO A 0) co N CO CO CO N (r J � 17 _ n C og ((pp N p N N p IV j ra Al N N j j M C D M W N OD Ot OJ 0 0 0 0 0 0 0 -0 5 n Fb CO a m N ) J 0 co D rt 0) . . . . . 0 0 j Al_ N_ j m .6 0 Oa ., 010/ 0/ (On N A C N � cD CO O0 N J 0 0 0 0 '0 0 C? 3 N ( n(�pp It N N N m '0 3 W 0) O W 00 )O (0n 0) t- 0) O OW 0 'D d A 0 Code Compliance Research Report CCRR-0258 Page 13 of 22 Table 3 - Continued (NichiBoardTM Plank)1'4'7 Effective Fastener Spacing Allowable Building ASCE 7-05 Basic ASCE 7-10 Ultimate Siding Type Siding Fasteners Face/Blind Frame/Horizontal Field(in) Framing TypeDesign Height Wind Speed(MPH)2 Wind Speed MPH)3 (in) Pressure(psf)6 (ft) Exp B Exp C Exp D Exp B Exp C Exp D 15 103 94 85 134 121 110 20 103 91 -- 134 118 108 25 103 89 -- 134 115 106 SPF -25.8 30 103 87 -- 134 113 -- 40 99 -- -- 128 110 -- 50 96 -- -- 124 107 -- 60 94 -- -- 121 105 -- 16 12 15 129 117 106 166 151 137 20 129 113 104 166 147 134 25 129 111 102 166 143 131 DF -39.8 30 129 109 100 166 140 129 40 123 106 97 159 136 126 50 120 103 96 154 133 123 6d Double HD 60 117 101 94 151 131 121 12"NichiBoardr" Face MAZE Coil Nail 15 109 20 -- -- -- 109 -- 25 -- -- -- 109 -- SPF -17.2 30 -- -- -- 109 -- 40 50 60 24 12 15 105 95 87 136 123 112 20 105 93 -- 136 120 109 25 105 91 -- 136 117 107 DF -26.6 30 105 89 -- 136 115 105 40 101 86 -- 130 111 -- 50 98 -- -- 126 109 -- 60 95 -- -- 123 107 -- 15 170 156 142 210 201 183 20 170 151 138 210 196 179 25 170 148 136 210 191 175 16 12 20 GA -71.0 30 170 145 133 210 187 172 Steel40 165 141 130 210 182 168 Aerosmith 50 160 138 128 206 178 165 Fastening 60 156 135 126 201 175 162 12"NichiBoardT" Systems, Face 15 140 127 116 181 164 149 VersaPin 20 140 124 113 181 160 146 20 GA 25 140 121 111 181 156 143 24 12 Steel -47.3 30 140 119 109 181 153 141 40 135 115 106 174 149 137 50 130 112 104 168 145 134 60 127 110 103 164 142 132 Notes 1.NichiBoard^'fiber cement lap siding may only be installed on vertical walls. Fasteners must be installed in a way that does not damage the board during installation. Where necessary, pre-drilled holes may be used in combination with hand-nailed fasteners to avoid damage to the fiber cement product. 2.ASCE 7-05 Basic Wind Speeds are based upon occupancy category II,a wind directionality factor(Kd)equal to 0.85,an internal pressure coefficient(GCpi) equal to+/-0.18,and an external pressure coefficient(GCp)equal to-1.4. The effects of topographic features have not been considered and the wind speed has been limited to 170mph. 3 ASCE 7-10 Ultimate Wind Speeds are based upon a wind directionality factor(Kd)equal to 0.85,an internal pressure coefficient(GCpi)equal to+/-0.18, and an external pressure coefficient(GCp)equal to-1.4. The effects of topographic features have not been considered and the wind speed has been limited to 210mph. 4.The values in this table are based on testing per ASTM E330 and represent the allowable capacity of the siding to resist the wind pressures associated with the corresponding wind speed. 5.Fastener specifications for those used in testing are outlined in Table 7 of this Intertek CCRR. These specifications may be used by the designer of record to determine the acceptability of alternative fasteners. 6.Allowable design pressures in highlighted cells have been adjusted based on the listed allowable withdrawal capacity of the tested fastener. 7.Framing and bracing are beyond the scope of this evaluation report. 8.Allowable design pressures for assemblies described in this table are applicable to the NichiBoard Plank attached to ASTM C90 fully-grouted CMU block wall using ITW Ramset TE Series power actuated fasteners(ICC-ES ESR-1799).Minimum fastener embedment is 1 inch;fasteners must be placed a minimum of 5.1 inches from the edge of the wall. 130 Derry Court •York • Pennsylvania • 17406 intertek.com/building .. . Intertek PCA-701 Version:6 April 2017 m o a 0 n 0 a o n m 3 — 6i). A _ Q _ Q _ g _ Q AA) (D (D CD N aa A 22 m 2 . 7C 0 0 0 0 o DD DD D DD N N N N —I m m m m w T Q m co CD A D) a H rn mA n 5. 7. W 0 A A 0 M d y n T n 6 3 3 A m co N a (o r 'O 0 — w w a = N CC w o rC1) rcn rw rv) T 0 = 0 c T m T m T m T o 3 cZD m w n N — N — N w m _ n O A a A a A a 0) - @ < S 0 0 0 0 0 0 0 • 3 CD .F.► n n n n n > > (p (D • m to N 0CCI 7 I- O M (o P. .< < n M 1 O • o CST o v (1.) .1. coto (gip f n xi 3 (DCO D7 W A O J C Q m < S. n a W 7 - WW A' C) CJ) A W N N -+ C) Cfl A W N N -+ O) Cfl A W N N -+ C) CT A W N N -AO) CT A W N N -AC) N A W N N -A O) CT A W N AJ 2 c m O O O O CT O CT O O O O CT O CT O O O O CT O CT O O O O (T O N O O O O Cfl O C11 O O O O CT O O O O O O CT O CT x m. • (a a. Z .Si V M 0 A0 ? (T (T CT (T i . . 4 . r m S A CO W CD (D CO OD 0000000 CJO -+ Cfl 0000 O CO CO A A AA N COT CoONNNN -A AC» A A AA CO -. COIL OOO OD WG C) CIJ 0o O CD (D CD CD Oo CO O O O CD CD k m N N W C(,,,�) W A. A A (CI CCI m 0 0 V 0 0 0 m, N N N W W A O O O � —A N O ; CT V O A V O A CD � CCI O W V O N A V O N CT m 07 � A J O w W W O Cp O N CJI V (D N CT J OWth � � O J O N A O (D o lD ui 03 CO K N = � ' _ mC7 m 8 N N N W W W O W AV A CCI � O O O O W U) V N N N NV W Opp pp OO O v w r► -+ N N N N NNN_ j . . N_ , 111* A c.0 ,00000 - - (Cl O 0 0 W 0o OD (D c� cp (pW W W A A A A CT J J J J N W W A j A A m 7 n V m co V U) CT CCI (fl 0 0 0 0 0 0 0 N co -A um, cu co CO CT -. cop CD CO (D N CT co CCI CCI CT CCI J co co CO CO W W CO -L 0 w O. m w p m W O m J V Cj% 0 (D 8 W -� W W W A A A CT Cfl o W . V V Cb N N N W w W A A CJ7 Cfl N N N A 0 0 A N Cl1 w . J N (T O O O O N A OD N CT W N J W N O - A OCD W CT 00 OD N (O N J - W O CO N A 00 C s 1'' _ x � 3 °, CCI U) CCI CA COC O CA C) V CO COC O COC O (D O A) N N C.) COW COW COW A A CCI Cfl CCI O 0 0 N N N CO ((�� C.) A 0 0 M S A) N O N O (D N Cfl (D CO -A (T O W M -+ W 0 J O W CT OD O O -+ CT V O A m W O W Cfl J O O W A M O N J OD -5 W O v u m N N i ~ r V O) W M N N 6) r W N W 6) N- V O) CO M N V O) W M W W N W W N 6) W M O N E a X 0) M M N N N N a- 0 0 0 CO (0 W W CD W V M M M N N N N Q) W W W N- r r W W W C V V ct O :� W _ It x U — h. M .- (O M .- M O f- W „ Q) r U) O (O N 1- M O .- N- M (O M O N- M Q) M W W V O) W N W V n, r'1 . 0 . ,, , ,„ , „ „. _ _ _ 0 . . . . . . „„ m „ . . . . . . , . . 0 . Q W N N N .- a- a- a- a- a- a- a- .- a- a- W] n . M W m 0 , (O CO W W O W _ W O W W O (O M V ([) O) W cO (O (O (O O W _ O O O O O O O N N N N V O) V d M W W W W W W W M M M M M N N O O .0 (N O W W (O (O (O (O (O W W m O) O) O) W N r MW 1- c- a- T ' r- .- T N V T" N N N N a- -. .- .- c- .- .- .- .- N N c O W (O M OO N{} N N N N .- 1- a- v- a- a- 1- o = G O 0 O 0 0 NO0 a) W l . M N N N N- W O O O O O CD V V V M M CON W W W 'II U r V r- Q) c,p M M Q) (O M O) (D N- O) cO M W (D N m Q 0 0 0 0 V M M M N N N .- .- .- 0 0 0 0 (O (O W C V M M C'') N N N a- a- N X 1- 1- .- 1 r W Q))W N C m O C) C) m V O N- W W W W W W W W W W N- M O O) O O V O N- 0 O 0 0 0 m W O) O) O O) M W W QX NW N N N N N a- O Oc- O� O O o O W W W W W M" M- N N N N N N M M Up ? .- a- 1- a- a- .- 1- 1- a- .- .- .- . . . . . . . . r .- .- .- a- a- a- 1- 1- /- 1- .- 7W 0v a If"...( L .-1pOoWo00oWOWoOooWoWooOoWoWooOoWoWoOOoWoWoOoo • a, - .6 N N C')) C W m = N N CM Q W (O .- N N M V W m M W (O .- N N C) .t W W N N M V W (O d 3 = t9 m m — L - 0 V) c >, ...0.1 00 2 w LIQ d N CL 0 C W d (7) (D Q) G) 6) M C = a R W M N M ( d U L o m • U U — a _)e i Z- Q 0 O '0 MM • a d E_ C U 0 O 0 0 0 W 7 E 0 O O O O 0 L. (`O a cD V (O V (O -.1- = 7 S C LL N N N N V u i 0 o) T 0! U c n ii5 C17) aL. W MI- L_ E a Eo w E CC a) LL M _1 (n J J O W M '--1 U M c C I- m :- M 0 c W co Q m zm LL 0 U c d .00 O (i .E c o W (O U m a o) 0) o) N `y c c c c :1CC :1CC V2 _ W Z co Z W Z *I0 Code Compliance Research Report CCRR-0258 Page 16 of 22 Table 4 -Continued (NichiPanelTM Sheet)1'4'7 Fastener Spacing Building ASCE 7-05 Basic ASCE 7-10 Ultimate Framing Framing Allowable Design Panel Fastener' Perimeter Height Wind Speed MPHI2 Wind Speed(MPH)3Field(in) Type Spacing Pressure(psi(in) (ft) Exp B Exp C Exp D Exp B Exp C Exp D 15 170 170 170 , 210 210 210 20 170 170 170 210 210 210 25 170 170 170 210 210 210 16"0 c. -119.8 30 170 170 170 210 210 210 40 170 170 169 210 210 210 50 170 170 166 210 210 210 8d Masonite Siding 4 4 SPF 60 170 170 163 210 210 210 Nails Lumber 15 170 165 150 210 210 194 20 170 161 147 210 207 189 25 170 157 144 210 203 186 24"o c -79.9 30 170 154 142 210 199 183 40 170 149 138 210 193 178 50 169 146 135 210 188 175 60 165 143 133 210 185 172 130 Derry Court• York • Pennsylvania • 17406 intertek.com/building lntertek acs.-101 Version:6 April 2017 • . 0-i Code Compliance Research Report CCRR-0258 Page 17 of 22 Table 4 -Continued (NichiPanelTM Sheet)t'47 Fastener Spacing Building ASCE 7-05 Basic ASCE 7-10 Ultimate e Perimeter Framing Framing Allowable Design , Field Panel Fastener � Height Wind Speed(MPH)2Wind Speed(MPH) (in) Type Spacing Pressure(psf) (in) ) (ft) Exp B Exp C Exp D Exp B Exp C Exp D 15 152 138 126 197 179 162 20 152 134 123 197 173 _ 158 25 152 131 120 197 170 156 16"O C 55 9 30 152 129 118 197 166 153 40 146 125 115 189 161 149 50 142 122 113 183 158 146 60 138 120 111 179 155 144 SPF 15 124 113 103 161 146 132 Lumber 20 124 110 100 161 142 129 25 124 107 98 161 139 127 24"O C. 373 30 124 105 97 161 136 125 40 119 102 94 154 132 122 50 116 100 92 149 129 119 60 113 98 91 146 126 117 Grabber#8 Flat 15 142 129 117 183 166 151 Wafer Head Screws 6 12 20 142 125 114 183 162 148 25 142 123 112 183 158 145 16"O C 48 5 30 142 120 110 183 155 142 40 136 116 108 176 150 139 50 132 114 105 170 147 136 60 129 112 104 166 144 134 20 GA 15 116 105 96 150 136 123 Steel 20 116 102 93 150 132 121 25 116 100 92 150 129 118 24"o C -324 30 116 98 90 150 127 116 40 111 95 88 144 123 113 50 108 93 86 139 120 111 60 105 91 — 136 118 109 15 170 169 154 210 210 199 20 170 165 150 210 210 194 25 170 161 147 210 208 190 16"O C 83 8 30 170 158 145 210 204 187 40 , 170 153 141 210 198 182 50 170 149 138 210 193 179 60 169 147 136 210 190 176 SPF 15 152 138 126 197 179 162 Lumber 20 152 134 123 197 173 158 25 152 131 120 197 170 156 24"0 C -559 30 152 129 118 197 166 153 , 40 146 125 115 189 161 149 50 142 122 113 183 158 146 60 138 120 111 179 155 144 15 170 158 143 210 204 185 Grabber#8 Flat 8 8 20 170 , 153 140 210 198 181 Wafer Head Screws 25 170 150 137 210 194 177 16"o C -728 30 170 147 135 210 190 174 40 167 143 132 210 184 170 50 162 139 129 209 180 167 60 158 137 127 204 177 164 20 GA 15 142 129 117 183 166 151 Steel 20 142 125 114 183 162 148 25 142 123 112 183 158 145 24"o c 48 5 30 142 120 110 183 155 142 40 136 116 108 176 150 139 50 132 114 105 170 147 136 60 129 112 104 166 144 134 (P) 130 Derry Court • York • Pennsylvania • 17406 El intertek.com/building Intertek PC4.10, Version:6 April 2017 • le Code Compliance Research Report CCRR-0258 Page 18 of 22 Table 4 -Continued (NichiPanelTM Sheet)''4'7 Fastener Spacing Building ASCE 7-05 Basic ASCE 7-10 Ultimate Framing Framing Allowable Design Panel Fastener' Perimeter Height Wind Speed(MPH)2 Wind Speed(MPH)' Field(in) Type Spacing Pressure(psf)` (in) (n) Exp B Exp C Exp D Exp B Exp C Exp D 15 170 170 170 210 210 210 20 170 170 170 210 210 210 25 170 170 170 210 210 210 16"o.c30 170 170 167 210 210 210 111.8 40 170 170 163 210 210 210 50 170 170 160 210 210 207 60 170 170 158 210 210 203 SPF 15 170 160 145 210 206 187 Lumber 20 170 155 142 210 200 183 25 170 152 139 210 196 180 24"o.c. 74.5 30 170 149 137 210 192 176 40 169 144 133 210 186 172 50 164 141 131 210 182 169 60 160 138 129 206 179 166 Grabber#8 Flat 15 170 170 166 210 210 , 210 Wafer Head Screws 6 6 20 170 170 162 210 210 209 25 170 170 159 210 210 205 16"o.cg7 p 30 170 170 156 210 210 201 40 170 165 152 210 210 196 50 170 161 149 210 208 192 60 170 158 147 210 204 189 20 GA 15 164 149 135 210 192 174 Steel 20 164 145 132 210 187 170 25 164 141 130 210 183 167 24"o c. 64.6 30 164 138 127 210 179 164 40 157 134 124 203 174 160 50 152 131 122 197 170 157 60 149 129 12 192 167 155 15 170 170 170 210 210 210 20 170 170 170 210 210 210 25 170 170 170 210 210 210 16"o.c. 30 170 170 170 210 210 210 136.0 40 170 170 170 210 210 210 50 170 170 170 210 210 210 60 170 170 170 210 210 210 SPF 15 170 170 160 210 210 207 , Lumber 20 170 170 156 210 210 202 25 170 167 153 210 210 198 24"o.c. 90.6 30 170 164 151 210 210 195 40 170 159 147 210 206 190 50 170 156 144 210 201 186 60 170 153 142 210 197 183 Grabber#8 Flat 15 170 170 170 210 210 210 4 4 20 170 170 170 210 210 210 Wafer Head Screws 25 170 170 170 210 210 210 16"0.c 30 170 170 170 210 210 210 136.0 40 170 170 170 210 210 210 50 170 170 170 210 210 210 60 170 170 170 210 210 210 20 GA 15 170 170 160 210 210 207 Steel 20 170 170 156 210 210 202 25 170 167 153 210 210 198 24"o.c 90.6 30 170 164 151 210 210 195 40 170 159 147 210 206 190 50 170 156 144 210 201 186 60 170 153 142 _ 210 197 183 130 Derry Court • York • Pennsylvania • 17406 intertek.com/building y.� . Intertek PCA-101 Version:6 April 2017 Code Compliance Research Report CCRR-0258 Page 19 of 22 Table 4 -Continued (NichiPanelTM Sheet)1.47 Fastener Spacing Building ASCE 7-05 Basic ASCE 7-10 Ultimate 6 Framing Framing Allowable Design z 3 Panel Fastener Perimeter 6 Height Wind Speed MPH) Wind Speed(MPH) to Field(in) Type Spacing Pressure(psf) (ft) ExpB ExpC ExpD ExpB ExpC ExpD (i ) 15 110 - 100 91 142 129 117 20 110 97 89 142 126 115 Aerosmith Fastening 20 GA 25 110 95 87 142 123 113 Systems,VersaPin 6 12 Steel 16"o.c. -29.3 30 110 93 86 142 120 111 40 106 90 -- 137 117 108 50 102 88 -- 132 114 106 60 100 87 -- 129 112 -- 15 135 123 111 174 158 144 20 135 119 109 174 154 140 Aerosmith Fastening 20 GA 25 135 117 107 174 150 138 Systems,VersaPin 8 8 Steel 16"o.c. -43.9 30 135 114 105 174 147 135 40 130 111 102 167 143 132 50 126 108 100 162 140 129 60 123 106 99 158 137 127 15 156 141 129 201 183 166 20 156 137 126 201 178 162 Aerosmith Fastening 20 GA 25 156 135 123 201 174 159 Systems,VersaPin 6 6 Steel 16"o.c. -58.5 30 156 132 121 201 170 156 40 150 128 118 193 165 152 50 145 125 116 187 161 149 60 141 123 114 183 158 147 15 170 170 158 210 210 203 20 170 169 154 210 210 199 25 170 165 151 210 210 195 16"o.c -87 9 30 170 161 148 210 208 192 40 170 157 145 210 202 187 Aerosmith Fastening 50 170 153 142 210 198 183 Systems,VersaPin 4 4 20 GA 60 170 150 140 210 194 180 Steel 15 122 110 100 157 143 129 20 122 107 98 157 139 126 25 122 105 96 157 136 124 24"o.c -35.6 30 122 103 95 157 133 122 40 117 100 92 151 129 119 50 113 98 90 146 126 117 60 110 96 89 143 124 115 Notes 1.NichiPanelTM fiber cement flat sheet siding may only be installed on vertical walls. Fasteners must be installed in a way that does not damage the board during installation. Where necessary,pre-drilled holes may be used in combination with hand-nailed fasteners to avoid damage to the fiber cement product. 2.ASCE 7-05 Basic Wind Speeds are based upon occupancy category II,a wind directionality factor(Kd)equal to 0.85,an internal pressure coefficient(Gcpi) equal to +/-0.18,and an external pressure coefficient(GCp)equal to-1.4. The effects of topographic features have not been considered and the wind speed has been limited to 170mph. 3.ASCE 7-10 Ultimate Wind Speeds are based upon a wind directionality factor(Kd)equal to 0.85,an internal pressure coefficient(Gcpi)equal to+/-0.18, and an external pressure coefficient(GCp)equal to-1.4. The effects of topographic features have not been considered and the wind speed has been limited to 210mph. 4.The values in this table are based on testing per ASTM E330 and represent the allowable capacity of the siding to resist the wind pressures associated with the corresponding wind speed. 5.Fastener specifications for those used in testing are outlined in Table 7 of this Intertek CCRR. These specifications may be used by the designer of record to determine the acceptability of alternative fasteners. 6.Allowable design pressures in highlighted cells have been adjusted based on the listed allowable withdrawal capacity of the tested fastener. 7.Framing and bracing are beyond the scope of this evaluation report. 8.Allowable design pressures for assemblies described in this table are applicable to the NichiPanel attached to ASTM C90 fully-grouted CMU block wall using ITW Ramset TE Series power actuated fasteners(ICC-ES ESR-1799).Minimum fastener embedment is 1 inch;fasteners must be placed a minimum of 5.1 inches from the edge of the wall. 130 Derry Court • York • Pennsylvania • 17406 intertek.com/building .JO, p, Intertek PCA-101 Version:6 April 2017 • Code Compliance Research Report CCRR-0258 Page 20 of 22 Table 5- Design Loads for Negative Transverse Wind Load (NichiStraight1M/NichiStaggeredTM Lap Panel)1'4'7 Effective Fastener Spacing Framing Allowable Building ASCE 7-05 Basic ASCE 7-10 Ultimate Siding Type Siding Fasteners (in) yp Face/Blind Frame/Horizontal FieldT e Design Height Wind Speed(MPH)2 Wind Speed(MPH)3 (in) Pressure(psf)° (ft) Exp B Exp C Exp D Exp B Exp C Exp D 15 99 90 -- 128 116 105 20 99 87 -- 128 113 -- 7/16" 25 99 85 -- 128 110 -- 12 8.625 OSB -23.5 30 99 — -- 128 108 -- 40 95 -- -- 122 -- -- 50 92 -- -- 119 -- -- 60 90 -- -- 116 -- -- 15 122 111 101 158 143 130 20 122 108 98 158 139 127 NichiStraightT"/ 6d Double HD 25 122 105 96 158 136 125 NichiStaggeredTM MAZE Coil Nail Blind 16 8.625 SPF -35.9 30 122 103 95 158 133 122 40 117 100 92 151 129 119 50 113 98 91 146 126 117 60 111 96 89 143 124 115 15 100 90 -- 129 117 106 20 100 88 -- 129 113 -- 25 100 86 -- 129 111 -- 24 8.625 SPF -23.9 30 100 -- -- 129 109 -- 40 96 — -- 123 106 -- 50 93 -- -- 120 -- -- 60 90 -- -- 117 -- -- 15 102 92 -- 131 119 108 20 102 90 -- 131 116 106 6d Ring Shank25 102 88 -- 131 113 -- NichiStraightTM/ Double HD MAZE Blind 12 8.625 7/16" -24.9 30 102 86 -- 131 111 -- NichiStaggeredT" Coil Nail OSB 40 98 -- — 126 108 -- 50 95 -- -- 122 105 -- 60 92 -- -- 119 -- -- 15 144 130 118 185 168 153 20 144 127 116 185 163 149 NichiStraightT"/ #8-18 Wafer Head 20 GA 25 144 124 114 185 160 147 NichiStaggered " ROCK-ON Blind 24 8 625 Steel -49.6 30 144 121 112 185 157 144 Screws 40 138 118 109 178 152 140 50 133 115 107 172 149 138 60 130 113 105 168 146 136 Notes: 1.NichiStraightT"/NichiStaggeredT"Lap Panel fiber cement siding may only be installed on vertical walls. Fasteners must be installed in a way that does not damage the board during installation. Where necessary,pre-drilled holes may be used in combination with hand- nailed fasteners to avoid damage to the fiber cement product. 2.ASCE 7-05 Basic Wind Speeds are based upon occupancy category II,a wind directionality factor(Kd)equal to 0.85,an internal pressure coefficient(Gcpi) equal to+/-0.18,and an external pressure coefficient(GCp)equal to-1.4. The effects of topographic features have not been considered and the wind speed has been limited to 170mph. 3.ASCE 7-10 Ultimate Wind Speeds are based upon a wind directionality factor(Kd)equal to 0.85,an internal pressure coefficient(Gcpi)equal to+1-0.18, and an external pressure coefficient(GCp)equal to-1.4. The effects of topographic features have not been considered and the wind speed has been limited to 210mph. 4.The values in this table are based on testing per ASTM E330 and represent the allowable capacity of the siding to resist the wind pressures associated with the corresponding wind speed. 5 Fastener specifications for those used in testing are outlined in Table 7 of this Intertek CCRR. These specifications may be used by the designer of record to determine the acceptability of alternative fasteners. 6.Allowable design pressures in highlighted cells have been adjusted based on the listed allowable withdrawal capacity of the tested fastener. 7.Framing and bracing are beyond the scope of this evaluation report. 8.Allowable design pressures for assemblies described in this table are applicable to the NichiStraight/NichiStaggered lap panels attached to ASTM C90 fully- grouted CMU block wall using ITW Ramset TE Series power actuated fasteners(ICC-ES ESR-1799).Minimum fastener embedment is 1 inch;fasteners must be placed a minimum of 5.1 inches from the edge of the wall. ® 130 Derry Court•York• Pennsylvania • 17406 intertek.com/building la . .:w. Intertek PCA-101 Version:6 April 2017 Code Compliance Research Report CCRR-0258 Page 21 of 22 Table 6 - Design Loads for Negative Transverse Wind Load (NichiShakeTM Shingles)1^4'7 Fasteners per Shake Allowable ASCE 7-05 Basic ASCE 7-10 Ultimate Siding Sheathing Building s 6-1/4" 8-1/4" Design Pressure Wind Soeed IMPHI Wind Sneed(VIPHI Fasteners Width Width 12"Width Type (psf)6 Height(ft) Exp B Exp C Exp D Exp B Exp C Exp D 15 113 102 93 146 132 120 20 113 99 91 146 128 117 , 6d Double HD 25 113 97 89 146 126 115 2 2 3 7/16"OSB -30 6 30 113 95 88 146 123 113 MAZE Coil Nail 40 108 93 85 140 119 110 50 105 90 -- 135 117 108 60 102 89 -- 132 115 106 Notes. 1.NichiShaker'fiber-cement shingle siding may only be installed on vertical walls. Fasteners must be installed in a way that does not damage the board during installation. Where necessary,pre-drilled holes may be used in combination with hand-nailed fasteners to avoid damage to the fiber cement product. 2 ASCE 7-05 Basic Wind Speeds are based upon occupancy category II,a wind directionality factor(Kd) equal to 0.85,an internal pressure coefficient (GCpi)equal to+1-0.18,and an external pressure coefficient(GCp)equal to-1 4 The effects of topographic features have not been considered and the wind speed has been limited to 170mph 3 ASCE 7-10 Ultimate Wind Speeds are based upon a wind directionality factor(Kd) equal to 0.85,an internal pressure coefficient(GCpi) equal to+/-0.18,and an external pressure coefficient(GCp)equal to-1.4. The effects of topographic features have not been considered and the wind speed has been limited to 210mph. 4 The values in this table are based on testing per ASTM E330 and represent the allowable capacity of the siding to resist the wind pressures associated with the corresponding wind speed. 5 Fastener specifications for those used in testing are outlined in Table 7 of this Intertek CCRR These specifications may be used by the designer of record to determine the acceptability of alternative fasteners. 6 Allowable design pressures in highlighted cells have been adjusted based on the listed allowable withdrawal capacity of the tested fastener 7.Framing and bracing are beyond the scope of this evaluation report 130 Derry Court • York • Pennsylvania • 17406 intertek.com/building Intertek Version:6 April 2017 • Code Compliance Research Report CCRR-0258 Page 22 of 22 Table 7 -Specifications of Tested Fasteners Minimum Length Head Shank Fastener 5 Fastener Siding Fastener (in) Diameter Diameter Materill2.3 Siding Type Penetration into Withdrawal (in) (in) Material(in) Value(lbs) NichiPanelTM 111/16 42.2 NichiBoardTM(Face) 13/8 34.4 SPF NichiBoardTM(Blind) 111/16 42.2 NichiStraightTM/ 3 NichiStaggeredTM 13/8 34.4 2 0.237 0.099 3 6d Double HD MAZE Coil NichiBoardTM(Face) 13/8 53.1 Nail DF NichiBoardTM(Blind) 111/16 65.2 7 NichiStraightTM/ 7 /1s OSB NichiStaggeredTM /16 16.9 /16"OSB NichiShakeTM 7/16 16.9 NichiBoardTM(Face) 17/6 45.9 2.5 0.236 0.097 SPF NichiBoardTM(Blind) 23/16 53.6 NichiFrontierTM(Face) 1'/ 29.8 SPF NichiFrontierTM(Blind) 1'/16 41.4 6d Ring Shank Double HD7 NichiStraightTM/ 7 MAZE Coil Nail 2 0.233 0.105 /16'OSB NichiStaggeredTM /16 17.9 NichiFrontierTM(Face) 11/8 46.1 SYP NichiFrontierTM(Blind) 19/16 64.0 8d Masonite Siding Nails 2.5 0.313 0.118 SPF NichiPanelTM 23/16 65.2 SPF NichiBoardTM(Face) 11/8 35.5 Double HD MAZE Asphalt NichiBoardTM(Blind) 17/16 45.4 &Fiberglass Shingle Nail 1.75 0.365 0.125 SYP NichiBoardTM(Blind) 17/16 70.1 NichiBoardT""(Face) 7/1A 21.3 7/16 OSB NichiBoardTM(Blind) 7/16 21.3 2.5 0.383 0.125 7SPF w/ NichiFrontierTM(Face) 15/6 51.3 Double HD Grip Rite /15'OSB NichiFrontierTM(Blind) 21/16 65.1 Roofing Nail7 NichiFrontierTM(Face) 7/16 21.3 1.75 0.362 0.125 /16'OSB NichiFrontierTM(Blind) 7/16 21.3 Grabber#8 Flat Wafer SPF NichiPanelTM 15/16 85.0 6 1.625 0.406 0.166 Screws Head 20 GA Steel NichiPanelTM -- 88.3 NichiPanelTM -- 94.7 Aerosmith Fastening 1.5 0.301 0.106 20 GA Steel NichiBoardTM(Face) -- 94.7 Systems,VersaPin7 NichiBoardTM(Blind) -- 94.7 1.375 0.251 0.107 20 GA Steel NichiPanelTm 94.7 NichiFrontierTM(Face) -- 95.0 #8-18 Wafer Head ROCK- 1.625 0.395 0.162 20 GA Steel NichiFrontierTM(Blind) -- 95.0 ON TM Screws8 NichiStraightTM/ NichiStaggeredTM 95.0 Concrete 1.25 0.300 0.145 Block NichiBoardTM(Face) 3/4 233.1 Aerosmith Fastening NichiBoardTM(Blind) 11/e 233.8 Systems,SurePin9 2 0.300 0.145 Concrete NichiStraightTM/ BlockNichiStaggeredTM 1 /6 233.8 Notes 1.SPF(Spruce-Pine-Fir)framing material is assumed to have a Specific Gravity of 0.42 or greater. 2.DF(Douglas Fir)framing material is assumed to have a Specific Gravity of 0.5 or greater. 3.OSB sheathing material is assumed to have a Specific Gravity 01 0.5 or greater. Where fasteners are installed through OSB sheathing into SPF studs,a Specific Gravity of 0.42 shall be assumed for the entire fastener penetration depth. 4.SYP(Southern Yellow Pine)framing material is assumed to have a Specific Gravity of 0.5 or greater. 5.Alternative fasteners must meet the minimum head and shank diameters listed in Table 8. The required length and withdrawal capacity shall be determined by the design professional of record in accordance with the requirements of Table 3.4.5.6,and 7 of this Intertek CCRR. 6.Fastener pull-out capacity based on manufacturer(Grabber Construction Products,Inc.)technical data sheet and a safety factor of 3. 7.Fastener pull-out capacity based on PEI Product Report PER-06014 and a safety factor of 3. 8 Fastener pull-out capacity based on ITW Buildex and Illinois Tool Works,Inc.Product Report No.02722 and a safety factor of 3. 9.Fastener pull-out capacity based on PEI Product Report PER-07021 and a safety factor of 5. ® 130 Derry Court•York• Pennsylvania • 17406 intertek.com/building Intertek PCA-101 Version:6 April 2017 A OFFICE COPY PRODUCT APPROVAL INFORMATION SHEET FOR THE CITY OF ATLANTIC BEACH,FLORIDA q Project Name: .j t Su I Permit # Res i r- Q I [/ Project Address: l I 0 ' 1 < '# J 4..c/k-3 o e As required by Florida Statute 553.842 and Florida Administrative Code Rule 9B-72,please provide the information and product approval number(s) for the building components listed below as applicable to the building construction project for the permit number listed above. You should contact your product supplier if you do not know the product approval number for any of the applicable listed products. Information regarding statewide iroduct approval may be obtained at:N+'1w Nk.Iloridabuilding.or . Category/Subcategory (Manufacturer Product Description Limitation of Use State# Local# A.EXTERIOR DOORS 4 1.Swinging 1 2.Sliding 'tIn I f(k /O Sc U /S003 3.Sectional 4.Roll up ,./c+ n -, /0 Ga ,/$2 79.,)Q 5.Automatic r , 6.Other ' , B.WINDOWS 1.Single hung /14/ .SSOO !r Z/7 2.Horizontal slider OA,' 35-$O WS 133 ,Z„__ 3.Casement 4.Double am— $y4/ ,csOO /S4/7, / 5.Fixed }rd1.l Seo / 0fw iSli7g./ 6.Awning t 7 Pass-through 8.Projected i 9.Mullion 10.Wind breaker 11.Dual action 12'..Other L Category/Subcategory Manufacturer Product Description Limitation of Use State# Local# C.P<:TALL ((CC�� Sidin 2. o its 3.EIFS 4.Storefronts 5.Curtain walls 6.Wall louvers 7.Glass block 8.Membrane 9.Greenhouse 10.Synthetic stucco 11.Other D.ROOFING PRODUCTS 1.Asphalt shingles et..*i1$( .-n n9 )0r4 :64 Aid". /0b7 y,/ 2.Underlayments far L4.d e_ Oc(t 3.-tec-1 ' ,ZO 34 2, 3.Roofing fasteners 4.Nonstructural metal roof 5.Built-up roofing 6.Modified bitumen 7.Single ply roofing 8.Roofing tiles 4 9.Roofing insulation 10.Waterproofing 11.Wood shingles/shakes 12.Roofing slate 13.Liquid applied roofing 14.Cement-adhesive coats 15.Roof tile adhesive 16.Spray applied polyurethane roof 12.Other Category/Subcategory Manufacturer Product Description Limitation of Use State# Local# C.PANEL WALL rev► 1.Siding QF}ti C_ ( t c „ h& p, 2. [_PrP n;0h he LAP 1 )R k 3.EIFS 4.Storefronts 5.Curtain walls 6.Wall louvers 7.Glass block 8.Membrane 9.Greenhouse 10.Synthetic stucco 11.Other D.ROOFING PRODUCTS I.Asphalt shingles 2.Underlayments 3.Roofing fasteners 4.Nonstructural metal roof 5.Built-up roofing 6.Modified bitumen 7.Single ply roofmg 8.Roofing tiles 9.Roofing insulation 10.Waterproofing 11.Wood shingles/shakes 12.Roofing slate 13.Liquid applied roofmg 14.Cement-adhesive coats 15.Roof tile adhesive 16.Spray applied polyurethane roof 2.Other Category/Subcategory Manufacturer Product Description Limitation of Use State# Local# H.NEW EXTERIOR ENVELOPE PRODUCTS 1. , 2. In addition to completing the above list of manufacturers, product description and State approval number for the products used on this project, the Contractor shall maintain on the job site and available to the Inspector, a legible copy of each manufacturer's printed specifications and installation instructions along with this Product Approval Sheet. I certify that this product approval list is true and correct to the best of my knowledge. I further certify that use of different components other than the ones listed in this document must be approved by the Building Official. (Contractor Name) (Print Name) / Signature)) Company Name: / ''Ityl G'ti 8„,, `Gl t'►V /� Mailing �Address: 3 ' Li 7 7 f�, /"T i z City: itte. I e.--i t/e / State: Zip Code: Z.2.-,33 Telephone Number:c9O/ ) yi3 .3 4 Fax Number:( ) J Cell Phone Number:( ) E-mail Address: 44,5114/4 /