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2434 SEMINOLE RD - NEW HOME PERMIT . S LAJV:/' jel z„ CITY OF ATLANTIC BEACH f. jiii • '� `? 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 '"...o;i 1.) INSPECTION PHONE LINE 247-5814 RESIDENTIAL - NEW SINGLE FAMILY RESIDENCE MUST CALL BY 4PM FOR NEXT DAY INSPECTION: 247-5814 PERMIT INFORMATION: PERMIT NO: RES18-0232 Description: NEW SINGLE FAMILY HOME Estimated Value: 632949.4 Issue Date: 8/14/2018 Expiration Date: 2/10/2019 PROPERTY ADDRESS: Address: 2434 SEMINOLE RD RE Number: 168354 0150 PROPERTY OWNER: Name: RICHARD BOEHME Address: 1361 13TH AVE S#107A JACKSONVILLE BEACH, FL 32250 GENERAL CONTRACTOR INFORMATION: Name: Address: Phone: Name: GAMEL CONSTRUCTION CO., INC. Address: 1223 TRAILWOOD DR QA FRANK LAWRENCE GAMEL, JR NEPTUNE BEACH, FL 32266 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. -itbil Permit Conditions 7510 City of Atlantic Beach ,,R ) Permit Number: RES18-0232 Description: NEW SINGLE FAMILY HOME Applied:7/9/2018 Approved:8/13/2018 Site Address: 2434 SEMINOLE RD Issued:8/14/2018 Finaled: City,State Zip Code:ATLANTIC BEACH, FL 32233 Status: ISSUED Applicant:<NONE> Parent Permit: Owner: RICHARD BOEHME Parent Project: Contractor:<NONE> Details: LIST OF CONDITIONS SEQ NO ADDED DATE REQUIRED DATE SATISFY DATE TYPE STATUS DEPARTMENT CONTACT REMARKS 1 7/30/2018 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 7/30/2018 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 7/30/2018 ON SITE RUNOFF INFORMATIONAL PUBLIC WORKS Scott Williams Notes: All runoff must remain on-site during construction. 4 7/30/2018 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 7/30/2018 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:Tuesday, 14 August,2018 1 of 2 • 1 OFFICE COPY rt;,,,, Building Permit Application Updated 12/8/17 A '` City of Atlantic Beach -, 800 Seminole Road,Atlantic Beach,FL 32233 , Phone:e(904)247-5826 Fax:(904)247-5845 Job Address: 2t/3 4 Sem i,�6 Lc R.D Permit Number: RES I g—02-32-- Legal Description L-v% 2. D: .'/.Siudo 3, ,A-A0P— ,-)-.)eioeb'.3 6-4,4,-q- RE# /6d.53s, - D/SU Valuation of Work(Replacement Cost)$ 2S.doe Heated/Cooled SF 399 G. Non-Heated/Cooled _34.64- • Class of Work(Circle one): ew Addition Alteration Repair Move Demo Pool Window/Door • Use of existing/proposed structure(s)(Circle one): Commercial esidenti • If an existing structure,is a fire sprinkler system installed?(Circle one): Yes No kl./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: /6 / e Florida Product Approval# for multiple products use product approval form Property Owner Information Name: g(Gt r,"2-4) J. e�thv Address: 13&i /3 A dE S, IF/o 7A City.TA Nt.. a c-7at-Lli ` I... State F4--- Zip 3-./25-c. Phone ifd'14-2-yc-5 ./S-' E-Mail Owner or Agent(If Agent, Power of Attorney or Agency Letter Required) Contractor Information _ Name of Company: &AA4Ec. Clot-',Sr. yrvc , Qualifying Agent: + 4,4 1,. lc U. It & .(A- Address L'-, 3 .1";=1-4.,s-c-'coID !)a- City l4-16�P'11)1-sc 3 e a State F-i-, Zip 3-2-2-t.6 Office Phone Q - - OM-74)09Job Site/Contact Number VOL1-- xh 8-- O`1" State Certification/Registration# Ca C6 2-G2-0-1 E-Mail GAME L G 14-1,STR.U e7r�, &M 4'1 t,• £6..41 Architect Name&Phone# Engineer's Name&Phone# .SA4D Si12-,-)c;ir:P-1k(-- �")C—iNeC,--i,- L— q0,L - 71Z - S7cU Workers Compensation &?X EM p 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 OF COMMENCEMENT. 1 /, 4,42 (Si:,'a ture of Owner or Agent) ( ' nat - • Cont ctor) (including contractor) Signed and sworn to(or affirmed)before me this if day of Si ed a d swo to( affi -. befor- ' e I 9 d:y of QZU(F ,by fir)"hod t3ae.11 AA 2 0 ( eo M, tyy ' to ( ( C E citiaLg,--, .(cQ"'ri p•o-„f ni,.r,r1,y Tyi.g-natu"-re = ot.ry) a:%y�`,. SUSANM.HALL[y]'�ersonally Kno ,c ,,a, F�:Commission#GG 128957 Personally Known OR t TONIGINDLESPERGER V ( ]Produced Identi *,•.-;,.:*, Ex iresAu ust 24,2021 [ ]Produced IdentificationK';t�� z ^dY UUh1MISSICN 4 FF 924951 7 P 9 "` p +,;= EXPIRES:October 6,2019 Type of Identificati n: 43, •'' BondedTfruTroyFainInsurance800.385.1019 Type of Identification: ,Is ,.;Y .��= {; Bonded Thru Hoaryruc'et)nde writer( SyWir1,1 City of Atlantic Beach APPLICATION NUMBER rf ' Building Department (To be assigned by the Building Department.) ,(; 800 Seminole Road Rc-_---_s I v Z3Z ii-Mir Atlantic Beach, Florida 32233-54453 Phone(904)247-5826 • Fax(904)247-5845 _,013 !.) E-mail: building-dept@coab.us 1 Date routed: 7 9 ( City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: ' z4 34- -E%1'1 kik)CiLC . • •- +ment review required M' No Applicant: t4ME� sv4 .�—ng &Zoning__ � cc�� �S 1� ee Adminis ra . Project: Imo) C l-4-o m , 'ublic Wor Pu. . afety Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date JC 1)--C of Permit Verified By ej). Florida Dept. of Environmental Protection Florida Dept. of Transportation --(1.4 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. grEenied. Not applicable (Circle one.) Comments: 41W PLANNING &ZONING ,��. � Reviewed by: /' 2�/y�;.--- Date: 7 TREE ADMIN. Second Review: XPProved as revised. ❑Denied. ❑Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by:_ ✓n Date: Pl0-fk FIRE SERVICES Third Review: Approved as revised. ❑Denied. [Not applicable Comments: Reviewed by: rr Date: 0 1/ Lt.// 0 Revised 05/19/2017 (-6101111 - ni L(-Dr ,_ r br+ n- .,A Ada il 3A`,( Copy v `s i ys I��� goo s r��lri CITY OF ATLANTIC BEACH � kxr A U G 6 201$ 800 Seminole Road � Atlantic Beach,Florida 32233 REVISION REQUEST / CORRECTIONS TO PLAN REVIEW COMMENTS Date g-6 - l Revision to Issued Permit Corrections to Comments f/Permit# (2.(...---S‘ 0 '-c I , Project Address 2'3`>r' Sem/,lat-c 26 Contractor/Contact Name l'2A-N 4- 61t-71 CL 96 Er -6 v-ttf Phone ?0 `74 " gh Si — 49'Hi Email 6-stestc-2.-CorISTA-0 4-T7 J C GMA-/L -4",41, Description of Proposed Revision/Corrections: Permit Fee a ue $ "750.0 ,Sv,L 1 .rr3 7 p/12-, e7,a r r S,2---c- ?LA-ds/'a,2 C.o frc ite,TT 7' / o $ Additional Increase in Building Va ue $ Additional S.F. By signing below,I_ , %2.4,_1A t . (. 4---A4 e G ft-affirm the Revision is inclusive of the proposed changes. (printed name) /4g_' -// Signature of Contra or/Agent((l�ntractor must sign if increase in valuation) Date (Office Use Only) Approved Denied Not Applicable to Department Revision/Plan Review Comments Depment Review Required: Buildi ) _ Plannin & Zonin Reviewed By Tree Administrator P� F -- /00 - / Public i i i� Public Safety Date Fire Services • ' r A 4. - ,\ is\ CITY OF ATLANTIC BEACH r� -\ s-) 800 SEMINOLE ROAD -J N "`—" ATLANTIC BEACH, FL 32233 (904) 247-5800 AJF319 BUILDING REVIEW COMMENTS Date: 7/21/2018 Permit#: RES18-0232 Site Address: 2434 SEMINOLE RD Review Status: denied RE#: 168354 0150 Applicant: GAMEL CONSTRUCTION CO., INC. Property Owner: RICHARD BOEHME Email: gamelconstruction@gmail.com Email: Phone: 9048680449 Phone: 9042494456 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. Corr ction Comments: / Submit 2 copies each for a certified survey and a topographical survey. i2' Contractor shall initial and date 2 copies of the site plans on an area of the interior finish floor slab to designate what the MINIMUM FINISH FLOOR ELEVATION is. I will attach a file that will aid in /determining the minimum F.F.E. t3//2 copies of the Construction Site Management Plan are needed. ode The building department requires siding in progress inspections. Submit 2 copies of the manufacturer's installation/engineering for the siding. FL#17285.1 Air The building department does roofing in progress inspections and plan review on all non-shingled roof installations. Submit 2 copies of the manufacturer's installation instruction/engineering.FL#11269 & /FL#11651.15 -ti Submit the manufacturer's installation instructions for the modified bitumen roof system. FL# 17491. Only submit pages that are site specific, and high light those pages used to identify installation process. Information will probably come from the TRINITY EVALUATION SERVICES. Of the 50 some pages I . submit and high light those pages that pertain to this jobsite. Submit 2 copies of the ICC-ESR documents that relate to the spray foam insulation to be used. High light the procedures in the documents that relate to the installation on this job. Building Mike Jones Building Inspector/Plans Examiner City of Atlantic Beach 800 Seminole Road Atlantic Beach, FL 32233 I r S'-Lyr�� Js r CITY OF ATLANTIC BEACH �:,.`� 800 Seminole Road 4 Atlantic Beach,Florida 32233 REVISION REQUEST /CORRECTIONS TO PLAN REVIEW COMMENTS Date 7-1 7-/rRevision to Issued Permit Corrections to Comments i7 ' \Permit# ESt p,- oz,L Project Address .?'/3 54 -cM/i7O L6 D Contractor/Contact Name Fie -rbt- 1t-r& _ Phone -8 e- d/>1Y Email fsi4yC t-e.. µii 2✓e-i/vim C 6'4 A-I L. «"t Description of Proposed Revision /Corrections: Permit Fee Due $ C:31 Si T'&-- AA,I Ac VIs�.[) w 17 4 7-'4" S/i)c YA--4--1) $e L3A /c- kEJ A- 1 Additional Increase in Building Value $ Additional S.F. By signing below,I 14 L .# [4-A4 ert- affirm the Revision is inclusive of the proposed changes. (printed name)ISi of Contr c r/Agent(Contractor must sign if increase in valuation) Date (Office Use Only) Approved Denied Not Applicable to Department Revision/Plan Review Comments //off Quo /mr f Vi R et, cob„.r✓«n Jiah 1 r v-a- 10-e-e. adol rrss'eo . Department Review Required: ui T fr\tav anning & Zoning Reviewed By Tree Adminis ra or •• is TTor s `1:—. icI ii ie , -, 0 p ubli--Safety Date Fire Services I 0 % y\J\J' f ye s\\ CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD J ATLANTIC BEACH, FL 32233 (904) 247-5800 BUILDING REVIEW COMMENTS Date: 7/21/2018 Permit#: RES18-0232 Site Address: 2434 SEMINOLE RD Review Status: denied RE#: 168354 0150 Applicant: GAMEL CONSTRUCTION CO., INC. Property Owner: RICHARD BOEHME Email: gamelconstruction@gmail.com Email: Phone: 9048680449 Phone: 9042494456 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 . --• - a a•- • • +• ' -_, : :. : : ; . _ . : •.. .. - • 2. C. . . , . . : . . - - • • - - : .. - . .. . : _ •• ••-• i,e - : : d- • - • .. •- . , " SH FLOOR T • -- I , ' . ; . . - hat will aid in 3. . t :•:. - • - -• • • • • .i . - e • . .. . 4. T - '.' _ • . .: • •- '• . . . . .•- . • - • acturer's i• • . _ . :. - :5.1 5. T - ..• . -_ . .:, • •- •• • . ._ - ' •- '• .. . . . - •_ e • . . . _••• • -droof • ins . . _ . . . . - - . • _ • - • . . - • . . •. ._ •. . _• ' 69 & F 6. :. . . • . - ' . . _ •e s a .- .. ..' -, . - - Ill • - . # 17491. •my submit pages that are site specific, and high light those pages used to identify installation • ocess. Information will probably come from the TRINITY EVALUATION SERVICES. Of the 50 s. e pages o - • it and hi:h li•ht those •a•es that •ertain to this 'obsite. 7. . . : . - . _ - r • e - _ _ . _ . •_ . .- • •. .. '. . 'e . .- -. .igh lit . •- - .. . : -_ - •- - -- . . . .. IgeL- Y -/c)-/ 0.. 0 Building Mike Jones Building Inspector/Plans Examiner City of Atlantic Beach 800 Seminole Road Atlantic Beach, FL 32233 erna;leo/ Pow Pk) CO^^ '."434 ri 7.4)A / chi fFFICE 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 Vz S L Flood Zone t Minimum FFE / 3. (, 7 BUILDING INFORMATION: Construction Type \J 13 Occupancy Group S/vi L .( rot rn; y Number of Stories 2- Max Max Occupancy Load Fire Sprinklers Required ryf A- CONDITIONS/ COMMENTS: Rev. 2.7.2018 01-J-14feCity of Atlantic Beach APPLICATION NUMBER o� AL Building Department (To be assigned by the Building Department.) 800 Seminole Road �J Z Z �_,; , Atlantic Beach, Florida 32233-5445 C S (rj ' U Phone(904)247-5826 • Fax(904)247-5845 ion �? E-mail: building-dept@coab.us Date routed: 7 / Q 1 I I t P City web-site: http://www.coab.us [[[ APPLICATION REVIEW AND TRACKING FORM Property Address: ' z4 34 -Ecn uv CELE Re.pa ment review required Yes No B • .'.. Applicant: cpcAP\Gt C.. 44;,...aing &Zoning ee Adminis ra Project: Q tti3 l-4-oj1 _ublic Wor NW-- de .lic Utilitie Pu• • afety Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date .)-� of Permit Verified By ap.rvkl. Florida Dept. of Environmental Protection Florida Dept.of Transportation t. P` St.Johns River Water Management District Army Corps of Engineers 0 Division of Hotels and Restaurants Vi v Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: I !Approved. //Denied. ❑Not applicable (Circle one.) Comments: BUILDING y�` ti� kf r �'� ecL.v'` 6'`'r f— PLANNING & ZONING Reviewed by: /4e dr.....— Date: 7 13- ) TREE ADMIN. Second Review: I !Approved as revised. Denied. ❑Not applicable PUBLIC WORKS Comments: )0r0 PUBLIC UTILITIES —7 PUBLIC SAFETY Reviewed by: �_— Date: /'2S-05 FIRE SERVICES Third Review: 'Approved as revised. ❑Denied. ❑Not applicable Comments: Reviewed by: Z /0 Date: t -- (3- 'lJ Revised 05/19/2017 e61 C ill _ bun-k•iuC6)r bt iXa_ 11 k- r1 add f= I.I �Ltj __ - __i Coats 6 (swoi-ys,sw� JS';5 -0,,:? CITY OF ATLANTIC BEACH A 6 2018 800 Seminole Road s Atlantic Beach, Florida 32233 or) .....2 __, _ ________ 7, x REVISION REQUEST /CORRECTIONS TO PLAN REVIEW COMMENTS Date g-4 - /7 Revision to Issued Permit Corrections to Comments iXermit# Q.E ` 0 - Project Address 2-3 7" Sem/NDi.c 2 Contractor/Contact Name h2A-N /t ( *M tn--- goo 'O v`itf Phone 9 D " K1 — 0`I q Email Gst/stCL C9,0ST/a-0 4-724,4-i lMfr/t-Cort Description of Proposed Revision/Corrections: Permit Fee Due $ ,5;v/JL t v p3 T ese) - GT•0 s--I S",2—c" ? )R-04, Ln f/lei,'72ite) -51' Additional Increase in Building Va ue $ Additional S.F. By signing below,I Fi4-,.-1,- L . (.ice e G f affirm the Revision is inclusive of the proposed changes. / (printed name) /4 f'-6 'rk Signature of Contra or/Agent(CTdntractor must sign if increase in valuation) Date (Office Use Only) Approved / Denied Not Applicable to Department Revision/Plan Review Comments D- ment Review Required: , EE ,/‘f' Build Planning &Zoning Reviewed By Tree Administrator Pu is Tics f 3_ i p Pubic i itis f� Public Safety Date Fire Services � ' CITY OF ATLANTIC BEACH _ "E \SJ J 7t1 !_ c.) 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 �� (904) 247-5800 r- -,01-119'' BUILDING REVIEW COMMENTS Date: 7/21/2018 Permit#: RES18-0232 Site Address: 2434 SEMINOLE RD Review Status: denied RE#: 168354 0150 Applicant: GAMEL CONSTRUCTION CO., INC. Property Owner: RICHARD BOEHME Email: gamelconstruction@gmail.com Email: Phone: 9048680449 Phone: 9042494456 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. Corr ction Comments: 2'Submit 2 copies each for a certified survey and a toppgraphical survey. Contractor shall initial and date 2 copies of the site plans on an area of the interior finish floor slab to designate what the MINIMUM FINISH FLOOR ELEVATION is. I will attach a file that will aid in determining the minimum F.F.E. � 2 copies of the Construction Site Management Plan are needed. The building department requires siding in progress inspections. Submit 2 copies of the manufacturer's installation/engineering for the siding. FL#17285.1 #The building department does roofing in progress inspections and plan review on all non-shingled roof installations. Submit 2 copies of the manufacturer's installation instruction/engineering.FL#11269 & /FL#11651.15 a6 Submit the manufacturer's installation instructions for the modified bitumen roof system. FL# 17491. Only submit pages that are site specific, and high light those pages used to identify installation process. Information will probably come from the TRINITY EVALUATION SERVICES. Of the 50 some pages only submit and high light those pages that pertain to this jobsite. Submit 2 copies of the ICC-ESR documents that relate to the spray foam insulation to be used. High i light the procedures in the documents that relate to the installation on this job. Building Mike Jones Building Inspector/Plans Examiner City of Atlantic Beach 800 Seminole Road Atlantic Beach,FL 32233 /,,,.::: CITY OF ATLANTIC BEACH J "0, Department of Public Works 1200 Sandpiper Lane Atlantic Beach, FL 32233 ").91i 1 9r (904) 247-5834 PUBLIC WORKS PLAN REVIEW COMMENTS Date: 7/30/18 Applicant: Gamel Construction Company, Inc. Permit#: RES18-0232 Email: gamelconstruction(agmail.com Review Status: DENIED Property Owner: Richard Boehme Site Address: 2434 Seminole Road Email: Not Provided THIS PLAN REVIEW IS ONE OF MULTIPLE DEPARTMENT REVIEWS Correction Items must be submitted to the Building Department at 800 Seminole Road. Submittals that respond to only one or a few correction items will not be accepted. Revisions may not be submitted until ALL departments have completed their respective reviews. Revisions must be submitted to the Building Department and must respond to EACH department review. PUBLIC WORKS CORRECTION ITEMS: • Provide drainage plans showing site topography (flow arrows, etc.). • Provide erosion and sediment control plans with installation details. • Section 24-66(b) of the Land Development Regulations requires on-site storage for increased runoff if adding 400 SF or more impervious surface. Provide Delta volume calculations and on-site retention required per Section 24-66(b). • Provide manufacturer's cut sheets for 50% credit on pervious pavers. • Provide a detailed plan of water retention area and how water runoff gets to water retention areas and then to street. • Driveway must have a 3' minimum concrete apron when using gravel. PUBLIC WORKS CONDITIONS OF APPROVAL: (The following comments will be printed on your permit as Conditions of Approval) • All concrete driveway aprons must be 5"thick, 4000 psi, with fibermesh from edge of pavement to the property line. Reinforcing rods or mesh are not allowed in the right-of-way. • 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. • All runoff must remain on-site during construction. • If on-site storage is required, a post construction topographic survey documenting proper construction will be required. All water runoff must go the retention area and retention overflow must run to street. Page 1 of 2 O:\Public Works\ADMIN\PLAN REVIEW COMMENTS\RES18-0232(Gamel Construction).docx • 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. • Full right-of-way restoration, including sod, is required. • All runoff must remain on-site. Cannot raise elevation. • Must provide a topographic (TOPO) survey with water retention for final C.O. Inspection. Scott Williams, Public Works Director swilliams@coab.us /904-247-5834 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. Page 2 of 2 0:\Public Works\ADMIN\PLAN REVIEW COMMENTS\RES18-0232(Gamel Construction).docx CITY OF ATLANTIC BEACH ' 800 Seminole Road \; `' ' Atlantic Beach,Florida 32233 REVISION REQUEST / CORRECTIONS TO PLAN REVIEW COMMENTS Date 7-)7-/ i' Revision to Issued Permit Corrections to Comments Permit# ' \ �.5t 4x,- Oz S2 Project Address ?'13 54 �c ti/i4/0 Lc , 1) Contractor/Contact Name FAA-A.4 SAA-ii -/— Phone A -t _Phone 90 -8L,e- d>i,z7 Email 671-y�1.-6,-k.siAJei/vim Cs iA-, L-. Cvh Description of Proposed Revision/Corrections: Permit Fee Due $ ,c., 7--..&- /)L11iJ ,CV/Si-,1) w , i 04 7- S/Dr / A-, --i) SeTA3Ae/c- k E J A- 1 Additional Increase in Building Value $ Additional S.F. By signing below,I 7/{A-71-)k G. (s-A-714 c L- affirm the Revision is inclusive of the proposed changes. (printed name) .i 7-/ 7 -pa/ Si attire of Contr c r/Agent(Contractor must sign if increase in valuation) Date (Office Use Only) Approved Denied 7 Not Applicable to Department Revision/Plan Review Comments Wee J i cro �V`'t✓ ey Department Review Required: .danning &Zoning 'eviewed By Tree Admini ra or - """:is i i i ie `lublic Safety Date Fire Services iynr.,, City of Atlantic Beach APPLICATION NUMBER rY - ' , Building Department (To be assigned by the Building Department.) � __ "' � 800 Seminole Road �� Atlantic Beach, Florida 32233 5445 JUL S � 3 - C) Z3 Phone(904)247 5826 Fax(904)247 5845 A, 10 20�$ t ' ~7 JSt g? E-mail: building-dept@coab.us Date routed: / City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: ' Z4 34S- 01,1,A)c)L6 ment review required Yes No B its' Applicant: a IA v.� 4- ing &Zoning k-oee Adminis raC_Project: .in -ublic Wor' Pu• ' afety Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date l)-C of Permit Verified By 0.,61\i'k;- Florida Dept. of Environmental Protection Florida Dept.of Transportation CN1 St.Johns River Water Management District 0---Army Corps of Engineers (� Division of Hotels and Restaurants V" `/ Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: ['Approved. ['nied. ❑Not applicable (Circle one.) Comments:p BUILDING r WAS Alb 'O0kO LIftv-cf Cie, PLANNING &ZONING -1 m, Reviewed by: Date: !�--_;1 � TREE ADMIN. Second Review: ['Approved as revised. VDenied. ['Not applicable PUBLIC WORKS Comments: S PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: ,i,/2/ / %•:te: 7(�eie FIRE SERVICES Third Review: (/Approved as revised. El Denied. ❑Not applicable Comments: Reviewed by' � �Date: Airlip Revised 05/19/2017 S '4 '_ �� CITY OF ATLANTIC BEACH f Department of Public Works ",i',... r) 1200 Sandpiper Lane J� ~~ Atlantic Beach, FL 32233 �!oli19'- (904) 247-5834 PUBLIC WORKS PLAN REVIEW COMMENTS Date: 7/30/18 Applicant: Gamel Construction Company, Inc. Permit#: RES18-0232 Email: gamelconstruction@gmail.com Review Status: DENIED Property Owner: Richard Boehme Site Address: 2434 Seminole Road Email: Not Provided THIS PLAN REVIEW IS ONE OF MULTIPLE DEPARTMENT REVIEWS Correction Items must be submitted to the Building Department at 800 Seminole Road. Submittals that respond to only one or a few correction items will not be accepted. Revisions may not be submitted until ALL departments have completed their respective reviews. Revisions must be submitted to the Building Department and must respond to EACH department review. PUBLIC WORKS CORRECTION ITEMS: • Provide drainage plans showing site topography (flow arrows, etc.). • Provide erosion and sediment control plans with installation details. • Section 24-66(b) of the Land Development Regulations requires on-site storage for increased runoff if adding 400 SF or more impervious surface. Provide Delta volume calculation nd on-site retention required per Section 24-66(b). "fifi.1p • Provide manufacturer's cut sheets for 50% credit on pervious pavers. • Provide a detailed plan of water retention area and how water runoff gets to water retention areas and then to street. • Driveway must have a 3' minimum concrete apron when using gravel. PUBLIC WORKS CONDITIONS OF APPROVAL: (The following comments will be printed on your permit as Conditions of Approval) • All concrete driveway aprons must be 5" thick, 4000 psi, with fibermesh from edge of pavement to the property line. Reinforcing rods or mesh are not allowed in the right-of-way. • 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. • All runoff must remain on-site during construction. • If on-site storage is required, a post construction topographic survey documenting proper construction will be required. All water runoff must go the retention area and retention overflow must run to street. Page 1of2 0:\Public Works\ADMIN\PLAN REVIEW COMMENTS\RES18-0232(Gamel Construction).docx kb • 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. • Full right-of-way restoration, including sod, is required. • All runoff must remain on-site. Cannot raise elevation. • Must provide a topographic (TOPO) survey with water retention for final C.O. Inspection. Scott Williams, Public Works Director swilliams@coab.us/904-247-5834 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. Page 2 of 2 0:\Public Works\ADMIN\PLAN REVIEW COMMENTS\RES18-0232(Gamel Construction).docx -.y�\Jrlf y 6 ! CITY OF ATLANTIC BEACH I 4 800,SemiFlorinoleda 322 R2 2° 3d3 •'` 4 Atlantic Beach JUL 1 s NimBY t I REVISION REQUEST / CORRECTIONS TO PLAN REVIEW COMMENTS Date 1-/7—/sl Revision to Issued Permit Corrections to Comments i" Permit# ' \ G`J v - Oz s2 Project Address r2 L/3 54 �cM/A,6 Lc D Contractor/Contact Name / 4-ic,A61A-7t-r- -- - L- Phone 8Z e- 0/>1,' Email MC L-L0 "I I/e7J ivi A-i i. "#`t Description of Proposed Revision/Corrections: Permit Fee Due $ Kiio A- 1 Additional Increase in Building Value $ Additional S.F. By signing below,I 7.--"/{A-�/L A L affirm the Revision is inclusive of the proposed changes. (printed name) Si ature of Contr c r/Agent(Contractor must sign if increase in valuation) Date Plates 40 lou% -b Las&-FCt (Office Use Only) Approved Denied 1,'/ Not Applicable to Department Revision/Plan Review Comments 464/ jIt ( / i 4) ' /5 9&, Pr'`, ttj /Qi / r Department Review Required: VG r1y�^r f/r� "dv.4 /Ceig - d x �' A. l' N . iFm• ,ice'. /r .41 arming & Zoning Reviewed :y Tree Adminis ra or • is 'bor s ' '—• is 1 i i ie : �' 0' t, 'ubfic-Satety Date `�' Fire Services i. S y'Li.i 4 '� i CITY OF ATLANTIC BEACH Department of Public Works J 1200 Sandpiper Lane \ Atlantic Beach, FL 32233 ."7:-/-J;il�� (904) 247-5834 PUBLIC WORKS REVISION PLAN REVIEW COMMENTS Date: 7/30/18 Applicant: Gamel Construction Company, Inc. Permit #: RES18-0232 Email: gamelconstruction@gmail.com Review Status: DENIED Property Owner: Richard Boehme Site Address: 2434 Seminole Road Email: Not Provided THIS PLAN REVIEW (AND REVISION) IS ONE OF MULTIPLE DEPARTMENT REVIEWS Correction Items must be submitted to the Building Department at 800 Seminole Road. Submittals that respond to only one or a few correction items will not be accepted. Revisions may not be submitted until ALL departments have completed their respective reviews. Revisions must be submitted to the Building Department and must respond to EACH department review. PUBLIC WORKS CORRECTION ITEMS: • Provide a detailed plan of water retention area and how water runoff gets to water retention areas and then to street. PUBLIC WORKS CONDITIONS OF APPROVAL: (The following comments will be printed on your permit as Conditions of Approval) • All concrete driveway aprons must be 5" thick, 4000 psi, with fibermesh from edge of pavement to the property line. Reinforcing rods or mesh are not allowed in the right-of-way. • 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. • All runoff must remain on-site during construction. • If on-site storage is required, a post construction topographic survey documenting proper construction will be required. All water runoff must go the retention area and retention overflow must run to street. • 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. • Full right-of-way restoration, including sod, is required. • All runoff must remain on-site. Cannot raise elevation. • Must provide a topographic (TOPO) survey with water retention for final C.O. Inspection. Scott Williams, Public Works Director swilliams@coab.us/ 904-247-5834 Page 1 of 2 0:\Public Works\ADMIN\PLAN REVIEW COMMENTS\RES18-0232(Game)Construction-Revision).docx ' 1 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. Page 2of2 O:\Public Works\ADMIN\PLAN REVIEW COMMENTS\RES18-0232(Gamel Construction-Revision).docx c6117111.% - e_bn uCbvr , 1 , \ blL)an� A Add-t"(Ali -_ Coit Qs o rsw J i-y s,N ofrik Js r ^,"� CITY OF ATLANTIC BEACH ` ' esu AUG 6 2018 s 800 Seminole Road ;� Pa -)iiiil _ _ __ Li Atlantic Beach,Florida 32233 AUG 10 2018 REVISION REQUEST /CORRECTIONS TO PLA4EW-COMMENTS Date si-lp - /7 Revision to Issued Permit Corrections to Comments �/Permit# 12...E-S,‘ 0 0) Project Address 2 9-3 7' Sem;, - Contractor /Contact Name /24q-N It 6*-1H.tn-- goo -6'HY Phone '9 0 t " !L ' - D'/ Email &strzlCL eoPSTR-0 GT%vA)6 —Mfr/1--497% Description of Proposed Revision/Corrections: Permit Fee Due $ ,31v,Leif - -i v r,I __‹i j c fD Lp-d-C l P , fter'TT / 2/c $ ie-07 Additional Increase in Building Value $ Additional S.F. By signing below,I F/2-,4-s1, - 1 . (fide G ,'.affirm the Revision is inclusive of the proposed changes. / (printed name) ./V f'-6 'f',' Signature of Contra or/Agent( ntractor must sign if increase in valuation) Date \US ADO IG1✓5U Lasor• Ghe (Office Use Only) Approved 7 Denied Not Applicable to Department Revision/Plan Review Comments ----- D- . . ment Review Required: Buildi,. . /,. Planning & Zoning eview.e6 Tree Administrator Pug . .— . s / / Pug is i! ,-i` /`� Public Safety ate Fire Services MID evi:r City of Atlantic Beach NUMBER rnti Building Department ECEIV!.A be assigned by the Building Department.) 800 Seminole Road• _ 23 Atlantic Beach, Florida 32233-5445 JUL 1 0 2018 _ V Phone(904)247-5826 • Fax(904)247-5845 o.; >>' E-mail: building-dept@coab.us to routed: J City web-site: httpalwww.coab.us BYL APPLICATION REVIEW AND TRACKING FORM • - • - • ent review required Yes No Property Address: • z43`-t' S.Ecylvoc,L6 q B il• •• Applicant: Cm PcfV\ L &ZoningTh _ 1� f ree Administrator Project: - I�J c l� m •ublic Wor •• • c Utilitie •u• afety Fire Services Review fee $ Dept Signature " 'l 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 j Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: ❑Approved. ❑Denied. Not applicable (Circle one.) Comments: BUILDING '\OVIS -kou lOot , Lc cw-411e PLANNING &ZONING / �✓, L✓ 7/ (i(Y Reviewed by: Date: ` TREE ADMIN. Second Review: Approved as revised. ❑Denied. Not applicable PU: . WORKS Comments: '1: C U IL I 7--/�- I i PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: (Approved as revised. ❑Denied. ❑Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 • �r��'), City of Atlantic Beach �' PUBUC UTILITIES DEPARTMENT : ‘, . t 1200 Sandpiper Lane Atlantic Beach, FL 32233 • .::', r (904)247-5834 NEW WATER / SEWER TAP REQUEST Date 7 //- i Y Project Address aV 3Y S /ri 6I r a)• Number of Units I Commercial Residential i/ Multi-Family New Water Tap(s) & Meter(s) Meter Size(s) New Irrigation Meter Upgrade Existing Meter from to (size) New Reclaim Water Meter Size New Connection to City Sewer Applicant Name Applicant Address City State Zip Phone Cell Email Applicant Signature CITY STAFF USE ONLY Application fi e --.s I R- 0 7 5 2 itill'c C 1' cs Kio-r Au421 Water System Development Charge $ Sewer System Development Charge $ Water Meter Only $ Reclaim Meter Only $ Water Meter Tap $ Sewer Tap $ Cross Connection $ Other $ TOTAL $ (Notes) APPROVED Kayle Moore, P.E. _ 4l Date -7//// a 8 Public Utilities Director or Authorized Signature ALL TAP REQUESTS MUST BE APPROVED BY THE PUBLIC UTILITIES DEPARTMENT BEFORE FEES CAN BE ASSESSED Sr \JfJ� CITY OF ATLANTIC BEACH J 800 Seminole Road 13 i T5 r� JUL 9 Atlantic$e'ch,Florida 32233 i i REVISION REQUEST /CORRECTIONS TO PLAN REVIEW COMMENTS Date 7-1 7—/7 Revision to Issued Permit Corrections to Comments r/ Permit# ' \ [,St�+-- Oz S2 Project Address •C L/3 54 ��-,t4y/t/O Lc j Contractor/Contact Name / ,e.J/G citiL. Phone -gee- e>41 ' Email �- ,yeL6 2d'e / ,6 C... 6f4 pvifti z.. cc)'`f Description of Proposed,Revision /Corrections: Permit Fee Due $ / J / 7-'&- Pi-/i/v/ AE-10-5-� ,[) Gams/ 7= , % '' s/p `�A--4-l) SC/ /�A /c- k� A— ‘ Additional Increase in Building Value $ Additional S.F. By signing below,I 7—AA-Pk lig �j-71--70 � - affirm the Revision is inclusive of the proposed changes. (printed name) Si ature of Contr c r/Agent(Contractor must sign if increase in valuation) Date (Office Use Only) / Approved Denied Not Applicable to Department Revision/Plan Review Comments PiciAs 4-Do (a✓'9c -Fp LACV-r C,4 Department Review Required: ui in l/� panning &Zoning , Reviewed By Tree Adminis ra or is or ski tie - �s��--� 7(i_7/ /e ubti�Safety 7 ZO � . Date Fire Services d %I191111 Czniuctpr `,,i [` ii, IN ix,t,0 n r i n ACS c L)Aqf 0o UfswOA-ys- 0,(k s CITY OF ATLANTIC BEACH rf AUG 6 2018 800 Seminole Road � - '� Atlantic Beach,Florida 32233 v oltiw% �. —, .: + .i` , 11 REVISION REQUEST/CORRECTIONS TO PLA E`I aC IAN TS BY' t Date y-,,, - /7 Revision to Issued Permit Corrections to Comments t/Permit# Q.L&k 0 --r-4)- -, Project Address 2 9-3 7" sem/A1vt-� 26 Contractor/Contact Name 1-72._A_,,, fG *jet.t-- - 86 Fr -O i. f Phone 9 o nS – 0 Hf Email rst ttC'i eaos7-4-0 4-77d4G IMiti-I L Description of Proposed Revision/Corrections: Permit Fee Due$ ,S')1)io iv'?-0y3 -i e-,0'r S",i c fLp-,✓S'/ w4.K.e,i771 7ivd $ee Additional Increase in Building Value $ Additional S.F. By signing below,I , c4--,JI t . (-v e G f.affirm the Revision is inclusive of the proposed changes. (printed name) .7‹`/ '4 -r/ Signature of Contra or/Agent( ntractor must sign if increase in valuation) Date P IO YlS i00 laf512. th 1-004"€' , 4"€' (Office Use Only) Approved Denied Not Applicable to Department Revision/Plan Review Comments D- . . ment Review Required: / �_ / $ Building ' G��s,..� Planning &Zoning Reviewed By Tree Administrator Pu • -----s Pubic i itie ' (.4..Ye---'1---- Public Safe Date Fire Services • S- 7/-p o f nor ► d c, FORM R405-2017 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Boehme Residence Builder Name: A,A,J,E.- (, ✓.;r„;, J, Street: Seminole Rd Permit Office: Atlantic Beach City,State,Zip: Atlantic Beach,FL, Permit Number: Owner: 6Uff Y,G Jurisdiction: 261100 Design Location: FL,MAYPORT_NS County:: Duval(Florida Climate Zone 2) 1. New construction or existing New(From Plans) 9. Wall Types (5189.9 sgft.) Insulation Area 2. Single family or multiple family Single-family a.Concrete Block-Int Insul,Exterior R=4.1 3716.50 ft2 b.Frame-Wood, Exterior R=19.0 1473.40 ft2 3. Number of units,if multiple family 1 c.N/A R= ft2 4. Number of Bedrooms 4 d. N/A R= ft2 5. Is this a worst case? No 10.Ceiling Types (3252.0 sgft.) Insulation Area a.Roof Deck(Unvented) R=20.0 2156.00 ft2 6. Conditioned floor area above grade(ft2) 3996 b.Roof Deck(Unvented) R=20.0 1096.00 ft2 Conditioned floor area below grade(ft2) 0 c. N/A R= ft2 11. Ducts R ft2 7. Windows(936.9 sgft.) Description Area a.Sup:Attic, Ret:Attic,AH: 1st Floor Main Living 6 239.2 a. U-Factor: Dbl, U=0.30 936.85 ft2 b.Sup: Attic,Ret:Attic,AH: 1st Floor Bedrooms 6 183.56 SHGC: SHGC=0.23 c.Sup:Attic,Ret:Attic,AH:2nd Floor 6 96.72 b. U-Factor: N/A ft2 12.Cooling systems kBtu/hr Efficiency SHGC: a.Central Unit 33.4 SEER:15.00 b.Central Unit 16.5 SEER:15.00 c. U-Factor: N/A ft2 c.Central Unit 16.5 SEER:15.00 SHGC: 13.Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft2 a.Electric Heat Pump 33.8 HSPF:9.50 SHGC: b.Electric Heat Pump 16.7 HSPF:8.50 Area Weighted Average Overhang Depth: 2.899 ft. c.Electric Heat Pump 16.7 HSPF:8.50 Area Weighted Average SHGC: 0.230 14.Hot water systems a.Propane Tankless Cap: 1 gallons 8. Floor Types (3996.0 sgft.) Insulation Area EF:0.750 a.Slab-On-Grade Edge Insulation R=0.0 3252.00 ft2 b. Conservation features b. Floor Over Other Space R=0.0 744.00 ft2 None c. N/A R= ft2 15. Credits Pstat Total Proposed Modified Loads: 112.80 Glass/Floor Area: 0.234 PASS Total Baseline Loads: 125.12 +;4j.issvu �.r I hereby certify that the plans and specifications covered by Review of the plans and fp:O.c,1iiE STA,, ., this calculation are in compliance with the Florida Energy specifications covered by this N, n;, . O ,, Code. calculation indicates compliance '� •••/,,,;' •• =. Via. O�„ • IS � 9 Ryan B. Ellis r ° .•.._':,o ,°` 1 with the Florida Energy Code. rr,,,,•, -'?' „ 0 t PREPARED BY: _ Before construction is completed r� - :., -. DATE: -_- 5/22/18 this building will be inspected for _ Iri _ compliance with Section 553.908 *'.• o2 ; ;2 " I hereby certify that this building, as designed, is in compliance Florida Statutes. *• ✓,j;• � �r..46, with the Florida Energy ode. �'�•*,O • -0 � ` OWNER/AGENT: -4 44-,----( BUILDING OFFICIAL: DATE: _ _ ._.._ .S- 2S- /Y DATE: _ --�'C,��Pir --- - 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). 5/22/2018 2:55 PM EnergyGauge®USA-FlaRes2017 Section R405.4.1 Compliant Software Page 1 of 5 OFFICE COP ' Ifry-I ,:-... ' T•.: STATE O , FLORIDA PERMIT #. l. y, : . ` DEPARTMENT OF HEALTH (.•,a..; vwa � R, 1A` ONSITE SEWAGE TREATMENT AWD DISPOSAL SYSTEM ''-:,,,,•,: AND: / SITE EVALUATION SYSTS M SPECIFICATIONS APPLICANT: RICHARD BOEHME AGENT: Egans Environtncntal-Patrick Higgins LOT: pt.2 BLOCK: NA SUBDIVISION: DEWEES GRANT PROPERTY ID 4: 168354-0150 [Tax ID Number j TO BE COMPLETED BY ENGINEER, HEALTH DEPARTMENT EMPLOYEE,OR OTHER QUALIFIED PERSON. ENGINEERS MUST PROVIDE REGISTRATION NUMBER AND SIGN AND SEAL EACH PAGE OF SUBMITTAL. COMPLETE ALL ITEMS. PROPERTY SIZE CONFORMS TO SITE PLAN: [✓] YES [ ] NO NET USABLE AREA AVAILABLE: 0.99 ACRES TOTAL ESTIMATED SEWAGE FLOW: 460 GALLONS PER DAY [RESIDENCES-TABLE I ] AUTHORIZED SEWAGE FLOW: 1,485 GALLONS PER DAY [1500 GPD/ACRE j UNOBSTRUCTED AREA AVAIL_=BLiE: 20,000 SQFT UNOBSTRUCTED AREA REQUIRED: 1.150.5 SOFT BENCtBvaRX/REFERENCE POINT LOCATION: Nail in fence post with Orange Survey Disc ELFVATION OF PROPOSED SYSTEM SITE IS 62 [ INCHES ] [BELOW ] BENCHi1AR1f/R.LFEREiQCE POINT THE MINIMUM SETBACK WHICH CAN BE NLAINTAINED FROM THE PROPOSED SYSTEM TO THE FOLLOWING FEATURES SURFACE WATER: NA FT DITCHES/S<< ES: NA FT NORMALLY WET? [ ] YES [1] NO WELLS: PUBLIC: NA FT LIMITED USE: NA FT PRIVATE: 150 FT NON-POTABLE: N A FT BUILDING FOUNDATIONS: 10 FT PROPERTY LINES: 30 FT POTABT,F WATER LINES: 60 FT SITE SUBJECT TO FREQUENT FLOODING: [ ] YES [✓] NO 10 YEAR FLOODING? [ ] YES [✓1 NO 10 YEAR FLOOD ELEVATION FOR SITE: FT MSL/NGVD SITE ELEVATION: FT MSL/NGVD SOIL PROFILE INFORYaTION SITE 1 SOIL PROFILE INFORMATION SITE 2 MUNSELL #/COLOR TEXTURE DEPTH MUNSELL 4/COLOR TEXTURE DEPTH 10 YR 2/1 Fine Sand 0 TO 3 10 YR 2/1 Fine Sand0 TO 3 10 YR 2/1,4/1 Fine Sand 3 TO 10 10 YR 2/1,4/1 Fine Sand 3 TO 16 10 YR 5/1 Fine Sand 10 TO 14 10 YR 7/1 Fine Sand 16 TO 34 10 YR 2/1,5/1 Fine Sand 14 TO 19 Water Refusal 34 TO l0 YR 7/1 Fine Sand 19 TO 35 10 YR 4/1 Stripping 3 TO 16 Water Refusal 35 TO TO 10 YR 4/1 Stripping 3 TO 10 TO TO I TO TO TO USDA SOIL SERIES: Mapped Boulogne USDA SOIL SERIES: Mapped Boulogne OBSERVED WATER TABLE: 10 INCHES [BELOW 'j EXISTING GRADE. TYPE: [APPARENT j ESTIMATED WET SEASON WATER TABLE ELEVATION: 3 INCHES [.BELOW I EXISTING GRADE HIGH WATER TABLE VEGETATION: [✓] YES [ ] NO MOTTLING: [✓] YES [ ] NO DEPTH: 3 INCHES SOIL TEXTURE/LOADING RATE FOR SYSTEM SIZING: Fine Sand 0.8 DEPTH OF EXCAVATION: 19 INCHES DRAINFIELD CONFIGURATION: [ I TRENCH [✓] BED [ ] OTHER (SPECIFY) REMARKS/ADDITIONAL CRITERIA: Drainfield=767 SF,Septic= 1200 gallons,Dosing=375 Gallons,Fill=39" Stripe @ 3"BLS=ESHWT SB I =31/95:SB 2=31/93 SITE EVALUATED BY: Patrick Higgins#17-1483 (1- DATE: 10/24/17 DH 4015, 08/09 (obsoletes previous editions :chich may riot be used) incorporated: 64E-6.001,FAC Page 3 of 4 OFFICE COPY PERMIT #:16-SJ-1845969 r og. '+ STATE OF FLORIDA APPLICATION #:AP 1343719 DEPARTMENT OF HEALTH DATE PAID: ONSITE SEWAGE TREATMENT AND DISPOSAL FEE PAID SYSTEM RECEIPT #: DOCUMENT #:PR1116554 CONSTRUCTION PERMIT FOR: OSTDS New APPLICANT: Richard Boehme PROPERTY ADDRESS: 2434 Seminole Rd Atlantic Beach,FL 32233 LOT: pt2 BLOCK: NA SUBDIVISION: pewees Grant PROPERTY ID #: 168354-0150 [SECTION, TOWNSHIP, RANGE, PARCEL NUMBER] [OR TAX ID NUMBER] SYSTEM MUST BE CONSTRUCTED IN ACCORDANCE WITH SPECIFICATIONS AND STANDARDS OF SECTION 381.0065, F,S. , AND CHAPTER 64E-6, F.A.C. DEPARTMENT APPROVAL OF SYSTEM DOES NOT GUARANTEE SATISFACTORY PERFORMANCE FOR ANY SPECIFIC PERIOD OF TIME. ANY CHANGE IN MATERIAL FACTS, WHICH SERVED AS A BASIS FOR ISSUANCE OF THIS PERMIT, REQUIRE THE APPLICANT TO MODIFY THE PERMIT APPLICATION. SUCH MODIFICATIONS MAY RESULT IN THIS PERMIT BEING MADE NULL AND VOID. ISSUANCE OF THIS PERMIT DOES NOT EXEMPT THE APPLICANT FROM COMPLIANCE WITH OTHER FEDERAL, STATE, OR LOCAL PERMITTING REQUIRED FOR DEVELOPMENT OF THIS PROPERTY. SYSTEM DESIGN AND SPECIFICATIONS T [ 1,200 ] GALLONS / GPD New Multi-Chambered Septic CAPACITY A [ ] GALLONS / GPD N/A CAPACITY N [ ] GALLONS GREASE INTERCEPTOR CAPACITY (MAXIMUM CAPACITY SINGLE TANK:1250 GALLONS] K [ 375 ] GALLONS DOSING TANK CAPACITY [77.00 ]GALLONS SE 6 ]DOSES PER 24 HRS #Pumps [ 1 ] D [ 767 ) SQUARE FEET New Primary Drainfield SYSTEM R [ 1 SQUARE FEET N/A SYSTEM A TYPE SYSTEM: [ ] STANDARD [ ] FILLED (x] MOUND [ ] I CONFIGURATION: [ ] TRENCH [x] BED [ ] N F LOCATION OF BENCHMARK: Nail in fence post with orange survey disc I ELEVATION OF PROPOSED SYSTEM SITE [ 62.00] [ INCHES / FT ][ABOVE)BELOWh:BENCHMARK/REFERENCE POINT E BOTTOM OF DRAINFIELD TO BE [ 41.00 ]I INCHES f FT .][ABOVE/1BELOW]BENCHMARK/REFERENCE POINT L D FILL REQUIRED; [39.00]: INCHES EXCAVATION REQUIRED: [ 19.00] INCHES The system is sized for 4 bedrooms with a maximum occupancy of 8 persons(2 per bedroom),for a total estimated flow of 460 gpd. T • H E R SPECIFICATIONS BY: John G Cordy TITLE: Environmental Specialist II APPROVED BY: rC..>t-`_( TITLE: Environmental Specialist II Duval CHID p John G Cordy ---- -.. DATE ISSUED: 05/10/2018 EXPIRATION DATE: 11/10/2019 DH 4016, 08/09 (Obsoletes all previous editions which may not be used) Incorporated: 64E-6.003, FAC Page 1 of 3 v 1.1.4 AP1343719 581076863 OFFICE COPY FORM R405-2017 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Boehme Residence Builder Name: FARya- 6, t ..-A1/4,44 6"r, TA- Street: Seminole Rd Permit Office: Atlantic Beach City,State,Zip: Atlantic Beach,FL, Permit Number: Owner: 60C/lh Jurisdiction: 261100 Design Location: FL,MAYPORT_NS County:: Duval(Florida Climate Zone 2) 1. New construction or existing New(From Plans) 9. Wall Types (5189.9 sqft.) Insulation Area 2. Single family or multiple family Single-family a.Concrete Block-Int Insul, Exterior R=4.1 3716.50 ft2 b. Frame-Wood,Exterior R=19.0 1473.40 ft2 3. Number of units,if multiple family 1 c. N/A R= ft2 4. Number of Bedrooms 4 d.N/A R= ft2 10.Ceiling Types (3252.0 sqft.) Insulation Area 5. Is this a worst case? No a. Roof Deck(Unvented) R=20.0 2156.00 ft2 6. Conditioned floor area above grade(ft2) 3996 b. Roof Deck(Unvented) R=20.0 1096.00 ft2 Conditioned floor area below grade(ft') 0 c. N/A R= ft2 11.Ducts R ft' 7. Windows(936.9 sqft.) Description Area a.Sup:Attic,Ret:Attic,AH: 1st Floor Main Living 6 239.2 a. U-Factor: Dbl.U=0.30 936.85 ft2 b.Sup: Attic,Ret:Attic.AH: 1st Floor Bedrooms 6 183.56 SHGC: SHGC=0.23 c.Sup:Attic,Ret:Attic,AH:2nd Floor 6 96.72 b. U-Factor N/A ft2 12.Cooling systems kBtu/hr Efficiency SHGC: a.Central Unit 33.4 SEER:15.00 b.Central Unit 16.5 SEER:15.00 c. U-Factor. N/A ft2 c.Central Unit 16.5 SEER:15.00 SHGC: 13. Heating systems kBtu/hr Efficiency d. U-Factor N/A ft2 a.Electric Heat Pump 33.8 HSPF:9.50 SHGC: b.Electric Heat Pump 16.7 HSPF:8.50 Area Weighted Average Overhang Depth: 2.899 ft. c.Electric Heat Pump 16.7 HSPF:8.50 Area Weighted Average SHGC: 0.230 14. Hot water systems 8. Floor Types (3996.0 sqft.) Insulation Area a.Propane Tankless Cap: 1 gallons EF:0.750 a.Slab-On-Grade Edge Insulation R=0.0 3252.00 ft' b. Conservation features b. Floor Over Other Space R=0.0 744.00 ft2 None c.N/A R= ft2 15.Credits Pstat Total Proposed Modified Loads: 112.80 PASS Glass/Floor Area: 0.234 Total Baseline Loads: 125.12 I hereby certify that the plans and specifications covered by Review of the plans and .f;:. 4THE ST4. ,� this calculation are in compliance with the Florida Energy specifications covered by this 1�.;'A`.' - O Code. calculation indicates compliance •.e� �.,, _,',,.`•:: Artui , j Ryan B. Ellis with the Florida Energy Code. ti n,,,�+�fr `: ," „ O"^, PREPARED BY: _ Before construction is completed c4: d 's. DATE: _ 5/22/18 this building will be inspected for i i_e_ , b compliance with Section 553.908 +` tab_a -z I hereby certify that this building, as designed, is in compliance Florida Statutes. •'.�C.................-'�g•Co+,t with the Florida Energy ode. •., OD WE ,•.•' !� ll OWNER/AGENT: ..• BUILDING OFFICIAL: PI?' DATE: S- Z5- 151 D DATE: 7'rho 96/8' - 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). 5/22/2018 2:55 PM EnergyGauge®USA-FlaRes2017 Section R405.4.1 Compliant Software Page 1 of 5 FORM R405-2017 PROJECT Title: Boehme Residence Bedrooms: 4 Address Type: Street Address Building Type: User Conditioned Area: 3996 Lot# Owner Name: Total Stories: 2 Block/Subdivision: #of Units: 1 Worst Case: No PlatBook: Builder Name: Rotate Angle: 0 Street: Seminole Rd Permit Office: Atlantic Beach Cross Ventilation: County: Duval Jurisdiction: 261100 Whole House Fan: City,State,Zip: Atlantic Beach, Family Type: Single-family FL, New/Existing: New(From Plans) Comment: CLIMATE V Design Location TMY Site Design Temp Int Design Temp Heating Design Daily Temp 97.5% 2.5% Winter Summer Degree Days Moisture Range FL,MAYPORT_NS FL_MAYPORT_NS 39 90 70 75 1037 61 Medium BLOCKS Number Name Area Volume 1 Blockl 1840 19872 2 Block2 1412 14261.2 3 Block3 744 7960.8 SPACES Number Name Area Volume Kitchen Occupants Bedrooms Infil ID Finished Cooled Heated 1 1st Floor Main Living 1840 19872 Yes 2 1 Yes Yes Yes 2 1st Floor Bedrooms 1412 14261.2 No 1 2 1 Yes Yes Yes 3 2nd Floor 744 7960.8 No 0 2 1 Yes Yes Yes FLOORS V # Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet 1 Slab-On-Grade Edge Insulation 1st Floor Main Livi 177.6 ft 0 1840 ft2 — 0 0 1 2 Slab-On-Grade Edge Insulation 1st Floor Bedroom 173.1 ft 0 1412 ft2 ____ 0 0 1 3 Floor Over Other Space 2nd Floor ____ 744 ft2 0 0 0 1 ROOF / Roof Gable Roof Solar SA Emitt Emitt Deck Pitch # Type Materials Area Area Color Absor. Tested Tested Insul. (deg) 1 Hip Metal 3427 ft2 0 ft2 Medium 0.6 No 0.3 No 20 18.4 ATTIC V # Type Ventilation Vent Ratio(1 in) Area RBS IRCC 1 Full attic Unvented 0 3252 ft2 N N 5/22/2018 2:55 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(Unvented) 1st Floor Main Livi 0 Blown 1096 ft' 0.11 Wood 2 Under Attic(Unvented) 1st Floor Bedroom 30 Blown 1412 ft' 0.11 Wood 3 Under Attic(Unvented) 2nd Floor 30 Blown 744 ft2 0.11 Wood WALLS Adjacent Cavity Width Height Sheathing Framing Solar Below V# Omt _To Wall Type Space R Vale Ft In Ft In Area R-Value Frani Absor. Grade% 1 E Exterior Concrete Block-Int Insuist Floor Main 4.1 41.3 10.1 417.1 ft' 0 0.170000 0 2 E Exterior Concrete Block-Int Insuist Floor Main 4.1 7.3 0 20.8 0 151.8 ft2 0 0.170000 0 3 N Exterior Concrete Block-Int Insuist Floor Main 4.1 27.6 10.1 278.8 ft2 0 0.170000 0 4 N Exterior Concrete Block-Int Insuist Floor Main 4.1 19.3 11.4 220.0 ft2 0 0.170000 0 5 N Exterior Concrete Block-Int Insuist Floor Bedr 4.1 71.8 10.1 725.2 ft2 0 0.170000 0 6 W Exterior Concrete Block-Int Insuist Floor Bedr 4.1 24 10.1 242.4 ft2 0 0.170000 0 7 S Exterior Concrete Block-Int Insuist Floor Bedr 4.1 71.3 10.1 720.1 ft2 0 0.170000 0 8 E Exterior Concrete Block-Int Insu1 st Floor Bedr 4.1 6 10.1 60.6 ft2 0 0.170000 0 9 W Exterior Concrete Block-Int Insuist Floor Main 4.1 32.7 11.4 372.8 ft2 0 0.170000 0 10 S Exterior Concrete Block-Int Insuist Floor Main 4.1 20 11.4 228.0 ft2 0 0.170000 0 11 E Exterior Concrete Block-Int Insuist Floor Main 4.1 2.1 11.4 23.9 ft2 0 0.170000 0 12 S Exterior Concrete Block-Int Insuist Floor Main 4.1 27.3 10.1 275.7 ft2 0 0.170000 0 13 E Exterior Frame-Wood 2nd Floor 19 37.4 10.7 400.2 ft2 0.05 0.170000 0 14 N Exterior Frame-Wood 2nd Floor 19 27.8 10.7 297.5 ft2 0.05 0.170000 0 15 W Exterior Frame-Wood 2nd Floor 19 44.7 10.7 478.3 ft2 0.05 0.170000 0 16 S Exterior Frame-Wood 2nd Floor 19 27.8 10.7 297.5 ft2 0.05 0.170000 0 WINDOWS Orientation shown is the entered.Proposed orientation. Wall Overhang V # Omt ID Frame Panes NFRC U-Factor SHGC Imp Area Depth Separation Int Shade Screening 1 E 1 Wood Low-E Double Yes 0.3 0.23 N 97.2 ft2 2 ft 0 in 13 ft 0 in None None 2 E 1 Wood Low-E Double Yes 0.3 0.23 N 4.0 ft2 2 ft 0 in 16.4 ft 0 i None None 3 E 2 Wood Low-E Double Yes 0.3 0.23 N 48.0 ft2 12.4 ft 0 i 4.7 ft 0 in None None 4 E 2 Wood Low-E Double Yes 0.3 0.23 N 24.0 ft2 12.4 ft 0 i 1.5 ft 0 in None None 5 N 4 Wood Low-E Double Yes 0.3 0.23 N 72.0 ft2 2 ft 0 in 3.5 ft 0 in None None 6 N 5 Wood Low-E Double Yes 0.3 0.23 N 24.0 ft2 2 ft 0 in 2.3 ft 0 in None None 7 N 5 Wood Low-E Double Yes 0.3 0.23 N 21.9 ft2 2 ft 0 in 2.3 ft 0 in None None 8 N 5 Wood Low-E Double Yes 0.3 0.23 N 11.5 ft2 2 ft 0 in 2.3 ft 0 in None None 9 N 5 Wood Low-E Double Yes 0.3 0.23 N 27.0 ft2 2 ft 0 in 2.3 ft 0 in None None 10 S 7 Wood Low-E Double Yes 0.3 0.23 N 129.6 ft2 2 ft 0 in 4.8 ft 0 in None None 11 S 7 Wood Low-E Double Yes 0.3 0.23 N 13.5 ft2 2 ft 0 in 4.8 ft 0 in None None 12 S 7 Wood Low-E Double Yes 0.3 0.23 N 8.0 ft2 2 ft 0 in 4.8 ft 0 in None None 13 S 7 Wood Low-E Double Yes 0.3 0.23 N 80.0 ft2 2 ft 0 in 4.8 ft 0 in None None 14 W 9 Wood Low-E Double Yes 0.3 0.23 N 128.0 ft2 2 ft 0 in 4.6 ft 0 in None None 15 W 9 Wood Low-E Double Yes 0.3 0.23 N 28.2 ft2 2 ft 0 in 4.4 ft 0 in None None 16 S 10 Wood Low-E Double Yes 0.3 0.23 N 9.2 ft2 2 ft 0 in 4.4 ft 0 in None None 17 S 12 Wood Low-E Double Yes 0.3 0.23 N 21.6 ft2 2 ft 0 in 3.6 ft 0 in None None 5/22/2018 2:55 PM EnergyGauge®USA-FlaRes2017 Section R405.4.1 Compliant Software Page 3 of 5 FORM R405-2017 WINDOWS Orientation shown is the entered,Proposed orientation. Wall Overhang V # Omt ID Frame Panes NFRC U-Factor SHGC Imp Area Depth Separation Int Shade Screening 18 S 12 Wood Low-E Double Yes 0.3 0.23 N 16.2 ft2 2 ft 0 in 12.8 ft 0 i None None 19 E 13 Wood Low-E Double Yes 0.3 0.23 N 54.0 ft2 2 ft 0 in 2.4 ft 0 in None None 20 E 13 Wood Low-E Double Yes 0.3 0.23 N 24.0 ft' 2 ft 0 in 4.3 ft 0 in None None 21 N 14 Wood Low-E Double Yes 0.3 0.23 N 13.5 ft' 2 ft 0 in 2 ft 0 in None None 22 N 14 Wood Low-E Double Yes 0.3 0.23 N 5.4 ft' 2 ft 0 in 2 ft 0 in None None 23 W 15 Wood Low-E Double Yes 0.3 0.23 N 16.2 ft' 2 ft 0 in 1.5 ft 0 in None None 24 S 16 Wood Low-E Double Yes 0.3 0.23 N 5.4 ft' 2 ft 0 in 2 ft 0 in None None 25 S 16 Wood Low-E Double Yes 0.3 0.23 N 13.5 ft' 2 ft 0 in 2 ft 0 in None None 26 E 2 Wood Low-E Double Yes 0.3 0.23 N 9.0 ft' 12.4 ft 0 i 1.5 ft 0 in None None 27 E 13 Wood Low-E Double Yes 0.3 0.23 N 8.0 ft' 2 ft 0 in 2.1 ft 0 in None None 28 W 9 Wood Low-E Double Yes 0.3 0.23 N 24.0 ft' 2 ft 0 in 2.4 ft 0 in None None INFILTRATION # Scope Method SLA CFM 50 ELA EqLA ACH ACH 50 1 Wholehouse Proposed ACH(50) .000469 4911 269.61 507.03 .4442 7 HEATING SYSTEM V_ # System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump/ None HSPF:9.5 33.8 kBtu!hr 1 sys#1 2 Electric Heat Pump/ None HSPF:8.5 16.7 kBtu!hr 2 sys#2 3 Electric Heat Pump/ None HSPF:8.5 16.7 kBtu!hr 3 sys#3 COOLING SYSTEM V # System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit/ None SEER: 15 33.4 kBtu/hr 1002 cfm 0.75 1 sys#1 2 Central Unit/ None SEER: 15 16.5 kBtu/hr 495 cfm 0.75 2 sys#2 3 Central Unit/ None SEER: 15 16.5 kBtu/hr 495 cfm 0.75 3 sys#3 HOT WATER SYSTEM # System Type SubType Location EF Cap Use SetPnt Conservation 1 Propane Tankless Exterior 0.75 1 gal 70 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert # Company Name System Model# Collector Model# Area Volume FEF None None ft= 5/22/2018 2:55 PM EnergyGauge®USA-FlaRes2017 Section R405.4.1 Compliant Software Page 4 of 5 FORM R405-2017 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 6 239.2 ft2 Attic 92 ft2 Default Leakage 1st Floor Ma (Default)c(Default)c 1 1 2 Attic 6 183.56 f Attic 70.6 ft2 Default Leakage 1st Floor Be (Default)c(Default)c 2 2 3 Attic 6 96.72 ft2 Attic 37.2 ft2 Default Leakage 2nd Floor (Default)c(Default)c 3 3 TEMPERATURES Programable Thermostat: Y Ceiling Fans: CoolingJan Feb Mar Apr Ma [X]Jun X Jul X Au X Se Oct Nov Dec Heatin 'XI Jan X1 Feb I X Mar 1 Ar f May E ]Jun l Jul l Augl Se ' Oct lX Nov f X Dec VentingJan Feb X' Mar 'X Apr [ May ]Jun [ Jul [ Aug [ SepX Oct X' Nov [ Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling(WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling(WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating(WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating(WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 5/22/2018 2:55 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* = 90 The lower the EnergyPerformance Index, the more efficient the home. 24-2,4 Seminole Rd, Atlantic Beach, FL, 1. New construction or existing New(From Plans) 9. Wall Types Insulation Area 2. Single family or multiple family Single-family a.Concrete Block-Int Insul, Exterior R=4.1 3716.50 ft2 b. Frame-Wood,Exterior R=19.0 1473.40 ft' 3. Number of units,if multiple family 1 c. N/A R= ft2 4. Number of Bedrooms 4 d. N/A R= ft2 10.Ceiling Types Insulation Area 5. Is this a worst case? No a.Roof Deck(Unvented) R=20.0 2156.00 ft2 6. Conditioned floor area(ft') 3996 b. Roof Deck(Unvented) R=20.0 1096.00 ft' 7. Windows"' Description Area c.N/A R= ft2 11. a. U-Factor Dbl, U=0.30 936.85 ft' Ducts R ft2 a.Sup:Attic,Ret:Attic,AH: 1st Floor Main Living 6 239.2 SHGC: SHGC=0.23 b.Sup: Attic,Ret:Attic,AH: 1st Floor Bedrooms 6 183.56 b. U-Factor: N/A ft2 c.Sup:Attic, Ret:Attic,AH:2nd Floor 6 96.72 SHGC: 12.Cooling systems kBtu/hr Efficiency c. U-Factor: N/A ft2 a.Central Unit 33.4 SEER:15.00 SHGC: b.Central Unit 16.5 SEER:15.00 d. U-Factor: N/A ft2 c.Central Unit 16.5 SEER:15.00 13.Heating systems kBtu/hr Efficiency SHGC: a.Electric Heat Pump 33.8 HSPF:9.50 Area Weighted Average Overhang Depth: 2.899 ft. b.Electric Heat Pump 16.7 HSPF:8.50 Area Weighted Average SHGC: 0.230 c. Electric Heat Pump 16.7 HSPF:8.50 8. Floor Types Insulation Area 14. Hot water systems Cap: 1 gallons a.Slab-On-Grade Edge Insulation R=0.0 3252.00 ft2 a.Propane EF:0.75 b. Floor Over Other Space R=0.0 744.00 ft2 c. N/A R= ft2 b. Conservation features None 15.Credits Pstat I certify that this home has complied with the Florida Energy Efficiency Code for Building°""`*��'�"--- .oflNEsrio, Construction through the above energy saving features which will be installed (or exceeded) ,,_'� _...Fo « in this home before final inspection. Otherwise, a new EPL Display Card will be completed '�stl°_';;,': ,=',:,.•...`=^ based on installed Code compliant features. :'ii = ;;o ti Builder Signature: -� 4 K- Date: ,S - ZS-/Y =0 _£_` .. '�' Address of New Home: Z.134 S tMo J a L C Cit /FL Zi g f "�b .r•�'. *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. 5/22/2018 2:55 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. Seminole Rd Permit Number: Atlantic Beach. FL, MANDATORY REQUIREMENTS See individual code sections for full details. SECTION R401 GENERAL R401.3 Energy Performance Level(EPL)display card(Mandatoryrhe 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 leakagdNindows,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 AAMA/ WDMA/CSA 101/I.S.2/A440 by an accredited.independent laboratory and listed and labeled by the manufacturer. Exception: Site-built windows,skylights and doors. 5/22/2018 2:55 PM EnergyGauge®USA-FlaRes2017 -FBC 6th Edition(2017) Compliant 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 L/s)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 manufactun 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)leated 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. 5/22/2018 2:55 PM EnergyGauge®USA-FlaRes2017 -FBC 6th Edition(2017)Compliant 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'A 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 MAXIMUM (CFM) (CFM/WATT) (CFM) Range hoods Any 2.8 cfm/watt Any In-line fan Any 2.8 cfm/watt Any Bathroom,utility room 10 1.4 cfm/watt <90 Bathroom,utility room 90 2.8 cfm/watt Any For SI: 1 cfm=28.3 L/min. a. When tested in accordance with HVI Standard 916 5/22/2018 2:55 PM EnergyGauge®USA-FlaRes2017 -FBC 6th Edition(2017) Compliant 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. 5/22/2018 2:55 PM EnergyGauge®USA-FlaRes2017 -FBC 6th Edition(2017) Compliant 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(Mandatofht)e 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(MandatoryFuel gas lighting systems shall not have continuously burning pilot lights. 5/22/2018 2:55 PM EnergyGauge®USA-FlaRes2017 -FBC 6th Edition(2017) Compliant 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: Boehme Residence Builder Name: Street: Seminole Rd Permit Office: Atlantic Beach City,State,Zip: Atlantic Beach, FL, Permit Number: Owner: Jurisdiction: 261100 Design Location: FL,MAYPORT_NS COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA General A continuous air barrier shall be installed in the building envelope. Air-permeable insulation shall The exterior thermal envelope contains a continuous air barrier. not be used as a sealing material. requirements Breaks or joints in the air barrier shall be sealed. The air barrier in any dropped ceiling/soffit shall be aligned with the The insulation in any dropped g ed ceiling/soffit Ceiling/attic insulation and any gaps in the air barrier shall be sealed. shall be aligned with the air barrier. Access openings,drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. Walls The junction of the foundation and sill plate shall be sealed. Cavities within corners and headers of frame walls shall The junction of the top plate and the top of exterior walls shall be sealed. be insulated by completely filling the cavity with a Knee walls shall be sealed. material having a thermal resistance of R-3 per inch minimum. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Windows,skylights The space between window/door jambs and framing,and and doors skylights and framing shall be sealed. Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated. Floors The air barrier shall be installed at any exposed edge of insulation. Floor framing cavity insulation shall be installed to (including maintain permanent contact with the underside of above-garage subfloor decking,or floor framing cavity insulation shall and cantilevered floors) be permitted to be in contact with the top side of sheathing,or continuous insulation installed on the underside of floor framing and extends from the bottom to the top of all perimeter floor framing members. Crawl space walls Exposed earth in unvented crawl spaces shall be covered with a Where provided instead of floor insulation,insulation Class I vapor retarder with overlapping joints taped. shall be permanently attached to the crawlspace walls. Shafts,penetrations Duct shafts, utility penetrations.and flue shafts opening to exterior or unconditioned space shall be sealed. Batts in narrow cavities shall be cut to fit,or narrow Narrow cavities cavities shall be filled by insulation that on installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned spaces. Recessed lighting Recessed light fixtures installed in the building thermal envelope shall Recessed light fixtures installed in the building be sealed to the drywall. thermal envelope shall be air tight and IC rated. Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls,or insulation that on installation readily conforms to available space shall extend behind piping and wiring. Shower/tub The air barrier installed at exterior walls adjacent to showers and Exterior walls adjacent to showers and tubs shall be on exterior wall tubs shall separate them from the showers and tubs. insulated. Electrical/phone box on The air barrier shall be installed behind electrical or communication exterior walls boxes or air-sealed boxes shall be installed. HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the sub-floor or drywall. Concealed When required to be sealed.concealed fire sprinklers shall only be sealed sprinklers in a manner that is recommended by the manufacturer.Caulking or other adhesive sealants shall not be used to fill voids between fire sprinkler cover plates and walls or ceilings. a. In addition,inspection of log walls shall be in accordance with the provisions of ICC-400. 5/22/2018 2:55 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: Boehme Residence Builder Name: f'l-4L.k /�, —rf►�v3CL �� Street: Seminole Rd Permit Office: Atlantic Beach City,State,Zip: Atlantic Beach, FL, Permit Number: Design Location: FL,MAYPORT_NS Jurisdiction: 261100 Cond.Floor Area:: 3996 sq.ft. Cond.Volume: 42094 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 �• THE performance results demonstrate compliance individuals as defined in Section "'NJ;;• i � with Florida Energy Code requirements in 553.993(5)or(7), Florida Statutes or , ", • •es`:. accordance with Section R402.4.1.2. individuals licensed as set forth in ='+,u„ w; : .=';: 75 Section 489.105(3)(f), (g), or(i)or an 1. �` n approved third party. A written report \ of the results of the test shall be signed * . a ��, ; t SIGNATURE: by the third party conducting the test 0 and provided to the code official. 'ICD."""WE- PRINTED 4��. NAME: .....,.••••'KCL die` DATE: BUILDING OFFICIAL: DATE: 5/22/2018 2:55 PM EnergyGauge®USA-FlaRes2017 -Section R405.4.1 Compliant Software Page 1 of 1 • wrightsoft Manual S Compliance Report Job: Q Date: 5/15/18 1st Fl Main By: M.Ellis Energy Design Systems, Inc. 11727 Brady Rd.Jacksonville, FL 32223 Phone: 904-268-3670 Fax.904-268-3670 Email:eds.jax@gmail.com Project Information For: Boehme Residence Seminole Rd, Atlantic Beach, FL Cooling Equipment Design Conditions Outdoor design DB: 94.4°F Sensible gain: 28325 Btuh Entering coil DB: 75.0°F Outdoor design WB: 77.4°F Latent gain: 3902 Btuh Entering coil WB: 62.5°F Indoor design DB: 75.0°F Total gain: 32227 Btuh Indoor RH: 50% Estimated airflow: 1187 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Trane Model: 4TWR5036H1+tam9a0c36v31 Actual airflow: 1187 cfm Sensible capacity: 26730 Btuh 94% of load Latent capacity: 6670 Btuh 171% of load Total capacity: 33400 Btuh 104% of load SHR: 80% Heating Equipment Design Conditions Outdoor design DB: 38.1°F Heat loss: 27428 Btuh Entering coil DB: 68.0°F Indoor design DB: 68.0°F Manufacturer's Performance Data atActual Design Conditions Equipment type: Split ASHP Manufacturer: Trane Model: 4TWR5036H1+tam9a0c36v31 Actual airflow: 1187 cfm Output capacity: 33800 Btuh 123% of load Capacity balance: 32 °F Supplemental heat required: 0 Btuh Economic balance: -99 °F Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 1187 cfm Output capacity: 8.0 kW 100% of load Temp. rise: 50 °F Meets are all requirements of ACCA Manual S. 2018-May-2214:55:09 wri htsoft Right-Suite®Universal 2017 17.0.17 RSU17457 Page 2 ...EAC. Boehme Residence,Seminole Rd,Atl Bch.rup Calc=MJ8 Front Door faces: E R li S Compliance ance e ort Job: +�- wrightsoft Manualp Date: 5/15/18 1st Fl Bedrooms By: M.Ellis Energy Design Systems, Inc. 11727 Brady Rd Jacksonville, FL 32223 Phone 904-268-3670 Fax 904-268-3670 Email eds.jax@gmail.com Project Information For: Boehme Residence Seminole Rd,Atlantic Beach, FL Cooling Equipment Design Conditions Outdoor design DB: 94.4°F Sensible gain: 13539 Btuh Entering coil DB: 75.0°F Outdoor design WB: 77.4°F Latent gain: 1195 Btuh Entering coil WB: 62.5°F Indoor design DB: 75.0°F Total gain: 14733 Btuh Indoor RH: 50% Estimated airflow: 600 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Trane Model: 4TWR5019H1+TAM9A0A24V21 Actual airflow: 600 cfm Sensible capacity: 12730 Btuh 94% of load Latent capacity: 3770 Btuh 316% of load Total capacity: 16500 Btuh 112% of load SHR: 77% Heating Equipment Design Conditions Outdoor design DB: 38.1°F Heat loss: 19289 Btuh Entering coil DB: 68.0°F Indoor design DB: 68.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Trane Model: 4TWR5019H1+TAM9A0A24V21 Actual airflow: 600 cfm Output capacity: 16700 Btuh 87% of load Capacity balance: 40 °F Supplemental heat required: 2589 Btuh Economic balance: -99 °F Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 600 cfm Output capacity: 5.7 kW 100% of load Temp. rise: 50 °F Meets are all requirements of ACCA Manual S. 2018-May-22 14:55:09 wrightsoft Right-Suite®Universal 2017 17.0.17 RSU17457 Page 1 ACCA .EAC.Boehme Residence,Seminole Rd.Atl Bch.rup Calc=MJ8 Front Door faces. E +I+ wrightsoft Manual S Compliance Report Job: Date: 5/15/18 2nd Floor By: M.Ellis Energy Design Systems, Inc. 11727 Brady Rd,Jacksonville,FL 32223 Phone:904-268-3670 Fax:904-268-3670 Email:eds.jax@gmaiLcom Project Information For: Boehme Residence Seminole Rd,Atlantic Beach, FL Cooling Equipment Design Conditions Outdoor design DB: 94.4°F Sensible gain: 12902 Btuh Entering coil DB: 75.0°F Outdoor design WB: 77.4°F Latent gain: 1495 Btuh Entering coil WB: 62.5°F Indoor design DB: 75.0°F Total gain: 14397 Btuh Indoor RH: 50% Estimated airflow: 600 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Trane Model: 4TWR5019H1+TAM9A0A24V21 Actual airflow: 600 cfm Sensible capacity: 12730 Btuh 99% of load Latent capacity: 3770 Btuh 252% of load Total capacity: 16500 Btuh 115% of load SHR: 77% Heating Equipment Design Conditions Outdoor design DB: 38.1°F Heat loss: 12956 Btuh Entering coil DB: 68.0°F Indoor design DB: 68.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Trane Model: 4TWR5019H1+TAM9A0A24V21 Actual airflow: 600 cfm Output capacity: 16700 Btuh 129% of load Capacity balance: 31 °F Supplemental heat required: 0 Btuh Economic balance: -99 °F Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 600 cfm Output capacity: 3.0 kW 79% of load Temp. rise: 50 °F Meets are all requirements of ACCA Manual S. 2018-May-22 14'55:09 ^` wrightsoft Right-Suite®Universal 2017 17.0.17 RSU17457 Page 3 �tk ...EAC,Boehme Residence,Seminole Rd,Atl Bch rup Calc=MJ8 Front Door faces: E Pro ect SummaryJob: 4 wrightsoft � Date: 5/15/18 1st Fl Main By: M.Ellis Energy Design Systems, Inc. 11727 Brady Rd.Jacksonville, FL 32223 Phone: 904-268-3670 Fax 904-268-3670 Email_eds.jax©gmail-com Pro'ect Information For: Boehme Residence Seminole Rd,Atlantic Beach, FL Notes: Desi. n Information Weather: Mayport Ns, FL, US Winter Design Conditions Summer Design Conditions Outside db 38 °F Outside db 94 °F Inside db 68 °F Inside db 75 °F Design TD 30 °F Design TD 19 °F Daily range L Relative humidity 50 Moisture difference 50 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 27428 Btuh Structure 28325 Btuh Ducts 0 Btuh Ducts 0 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 27428 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Infiltration Equipment sensible load 28325 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 1 (Average) Structure 3902 Btuh Ducts 0 Btuh Central vent (0 cfm) 0 Btuh Heating Cooling (none) Area (ft2) 1840 1840 Equipment latent load 3902 Btuh Volume (ft3) 22152 22152 Air changes/hour 0.31 0.15 Equipment total load 32227 Btuh Equiv.AVF (cfm) 114 56 Req. total capacity at 0.78 SHR 3.0 ton Heating Equipment Summary Cooling Equipment Summary Make Trane Make Trane Trade TRANE Trade TRANE Model 4TWR5036H1 Cond 4TWR5036H1 AHRI ref 10093585 Coil tam9a0c36v31 AHRI ref 10093585 Efficiency 9.5 HSPF Efficiency 12.5 EER, 15 SEER Heating input Sensible cooling 23380 Btuh Heating output 33800 Btuh @ 47°F Latent cooling 10020 Btuh Temperature rise 26 °F Total cooling 33400 Btuh Actual air flow 1187 cfm Actual air flow 1187 cfm Air flow factor 0.043 cfm/Btuh Air flow factor 0.042 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.88 Capacity balance point = 32 °F Backup: Input = 8 kW, Output = 27428 Btuh, 100 AFUE Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 9 +121- 2 ACwrightsoft Right-Suite®Universal 2017 17 0-17 RSU17457 2018-May-22 14:55:0� Page 2 ...EAC. Boehme Residence,Seminole Rd,Atl Bch_rup Calc=MJ8 Front Door faces E Project SummaryJob: wrightsoft � Date: 5/15/18 1st Fl Bedrooms By: M.Ellis Energy Design Systems, Inc. 11727 Brady Rd,Jacksonville, FL 32223 Phone 904-268-3670 Fax 904-268-3670 Email eds.jax©gmail com Pro'ect Information For: Boehme Residence Seminole Rd,Atlantic Beach, FL Notes: Desi. n Information Weather: Mayport Ns, FL, US Winter Design Conditions Summer Design Conditions Outside db 38 °F Outside db 94 °F Inside db 68 °F Inside db 75 °F Design TD 30 °F Design TD 19 °F Daily range L Relative humidity 50 % Moisture difference 50 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 19289 Btuh Structure 13539 Btuh Ducts 0 Btuh Ducts 0 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 19289 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Infiltration Equipment sensible load 13539 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 1 (Average) Structure 1195 Btuh Ducts 0 Btuh Central vent (0 cfm) 0 Btuh Heating Cooling (none) Area (ft2) 1412 1412 Equipment latent load 1195 Btuh Volume (ft') 14261 14261 Air changes/hour 0.25 0.12 Equipment total load 14733 Btuh Equiv.AVF (cfm) 60 29 Req. total capacity at 0.74 SHR 1.5 ton Heating Equipment Summary Cooling Equipment Summary Make Trane Make Trane Trade TRANE Trade TRANE Model 4TWR5019H1 Cond 4TWR5019H1 AHRI ref 10093577 Coil TAM9A0A24V21 AHRI ref 10093577 Efficiency 8.5 HSPF Efficiency 12.5 EER, 15 SEER Heating input Sensible cooling 11550 Btuh Heating output 16700 Btuh @ 47°F Latent cooling 4950 Btuh Temperature rise 25 °F Total cooling 16500 Btuh Actual air flow 600 cfm Actual air flow 600 cfm Air flow factor 0.031 cfm/Btuh Air flow factor 0.044 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.92 Capacity balance point = 40 °F Backup: Input = 6 kW, Output = 19289 Btuh, 100 AFUE Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. " wrightsoft. Right-Suite®Universal 2017 17 0.17 RSU17457 1 2018-May-22 14:55:0 ACCAPage 1 ...EAC. Boehme Residence,Seminole Rd,Atl Bch rup Calc=MJ8 Front Door faces: E Project SummaryJob: 4 wrightsoft � Date: 5/15/18 2nd Floor By: M.Ellis Energy Design Systems, Inc. 11727 Brady Rd,Jacksonville, FL 32223 Phone: 904-268-3670 Fax 904-268-3670 Email:eds.jax@gmail.com Pro'ect Information For: Boehme Residence Seminole Rd,Atlantic Beach, FL Notes: Desi• n Information Weather: Mayport Ns, FL, US Winter Design Conditions Summer Design Conditions Outside db 38 °F Outside db 94 °F Inside db 68 °F Inside db 75 °F Design TD 30 °F Design TD 19 °F Daily range L Relative humidity 50 Moisture difference 50 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 12956 Btuh Structure 12902 Btuh Ducts 0 Btuh Ducts 0 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 12956 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Infiltration Equipment sensible load 12902 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 1 (Average) Structure 1495 Btuh Ducts 0 Btuh Central vent (0 cfm) 0 Btuh Heating Cooling (none) Area (ft') 744 744 Equipment latent load 1495 Btuh Volume (ft3) 7961 7961 Air changes/hour 0.40 0.20 Equipment total load 14397 Btuh Equiv. AVF (cfm) 54 26 Req. total capacity at 0.70 SHR 1.5 ton Heating Equipment Summary Cooling Equipment Summary Make Trane Make Trane Trade TRANE Trade TRANE Model 4TWR5019H1 Cond 4TWR5019H1 AH RI ref 10093577 Coil TAM9A0A24V21 AH RI ref 10093577 Efficiency 8.5 HSPF Efficiency 12.5 EER, 15 SEER Heating input Sensible cooling 11550 Btuh Heating output 16700 Btuh @ 47°F Latent cooling 4950 Btuh Temperature rise 25 °F Total cooling 16500 Btuh Actual air flow 600 cfm Actual air flow 600 cfm Air flow factor 0.046 cfm/Btuh Air flow factor 0.047 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.90 Capacity balance point = 31 °F Backup: Input = 3 kW, Output = 10188 Btuh, 100 AFUE Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. ± W r19.1tsoft. Right-Suite®Universal 2017 17.0.17 RSU17457 2018-May-22 14-55 09 ACCO Page 3 ...EAC, Boehme Residence.Seminole Rd,Atl Bchrup Calc=MJ8 Front Door faces: E N 1st Floor Hall 2 °115 cfm Laundry 82 cfm 9.57 cfm ®114 ram Bed2 _ _ meg= — — �'S 35efr'7— 8- _ _ -y- -- _ X13 cfm 4CS19.. rld — 19.. 1.14 4" Gue date Master Bath Maser Bed Great Room 126 cfm '1,., `10" Study 5,. Piano Room 8.. 8" Ch�319 cfm I Fl 76 On • `11" W 233 cfm WI I 12" Pool•Bath °38 cfn 164 rho 188 cfm 82 cfm 114 75 cfm 0,743 cfm —718"' EirrarlFog I In '7" 0.1 57 cfm Dining Powder b S"'R" 0 74 cfn 23cfm 474 cfm Library Kitchen Mud Roorf170" °161 cfm 122 cfm '9" I�f' cfm 6" �40 cfm • Job#: Exclusively for the use of: Scale. 1 : 137 Performed for: Page 1 Boehme Residence Environmental Air Conditioning Services, Inc. Right-Suite®Universal 2017 Seminole Rd 17.0.17 RSU17457 Atlantic Beach, FL 2018-May-22 14:57:55 ...idence,Seminole Rd,Atl Bch.rup N 2nd Floor Bath 3 6" al 73 c Bed 3 0" 206 cfm ,� ail 9 2 cfm -0 280 cfm 14" Hall 3 • a 70cm Stairs 2 '10 125 cfm } 11" — -0280cfm Bed 4 (- Bath4 9" 41 156cfm a 73 c Job#: Exclusively for the use of: Scale: 137 Performed for: Page 2 Boehme Residence Environmental Air Conditioning Services, Inc. Right-Suite®Universal 2017 Seminole Rd 17.0.17 RSU17457 Atlantic Beach, FL 2018-May-22 14:57:55 ...idence,Seminole Rd,Atl Bch.rup Summary Job: +�+1-1- wrightsoft Duct SystemDate: Zone 1 By: Exclusively for the use of: Environmental Air Conditioning Services, Inc Project Information For: Boehme Residence Seminole Rd, Atlantic Beach, FL Heating Cooling External static pressure 0.10 in H2O 0.10 in H2O Pressure losses 0 in H2O 0 in H2O Available static pressure 0.10 in H2O 0.10 in H2O Supply/ return available pressure 0.069/ 0.031 in H2O 0.069/ 0.031 in H2O Lowest friction rate 0.020 in/100ft 0.020 in/100ft Actual air flow 1200 cfm 1200 cfm Total effective length (TEL) 502 ft Supply Branch Detail Table Design Htg 1 Clg Design I Diam H x W I Duct I Actual Ftg.Eqv Name (Btuh) (cfm) (cfm) FR (in) (in) Matl Ln (ft) Ln (ft) Trunk Dining c 2150 80 87 0.026 8.0 Ox 0 ShMt 23.0 245.0 st5 Dining-A c 2150 80 87 0.025 8.0 Ox 0 ShMt 12.0 260.0 st5 Foyer c 1335 57 57 0.025 7.0 Ox 0 ShMt 21.0 260.0 st5 Great Room c 2829 107 114 0.026 9.0 Ox 0 ShMt 6.0 260.0 1 st5 Great Room-A c 2829 I 107 114 0.033 8.0 Ox 0 ShMt 17.0 I 190.0 1 st6 Kitchen c 3028 118 122 0.021 9.0 Ox 0 ShMt 40.0 290.0 I st5 Kitchen-A c 3028 118 122 0,022 9.0 Ox 0 ShMt 31.0 I 290.0 st5 Library h 3757 161 151 0.020 10.0 Ox 0 ShMt 48.0 300.0 st5 Mud Room h 940 40 37 0.020 6.0 Ox 0 ShMt 39.0 300.0 st5 Piano Room h 5433 233 220 0.029 1 11.0 Ox 0 ShMt 18.0 225.0 1 st6 Powder h 1714 74 70 0.0241 7.0 Ox 0 ShMt 40.0 250.0 1 st5 Stairs 1 h 544 23 18 0.025 4.0 Ox 0 ShMt 27.0 245.0 st5 Supply Trunk Detail Table Trunk Htg Clg I Design Veloc Diam I H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st4 Peak AVF 1200 1200 0.020 499 21.0 0 x 0 ShtMetl st5 I Peak AVF 860 866 I 0.020 440 I 19.0 I 0 x 0 ShtMetl I st4 st6 1 Peak AVF 1 340 1 334 0.029 433 12.0 0 x 0 ShtMetl 1 st4 Bold/italic values have been manually overridden ` wf 1 ht:soft 2018-May-22 14:57:52 . „ 9 Right-Suite®Universal 2017 1Zo 17 RSU17457 Page 1 AC-CP ...EAC. Boehme Residence. Seminole Rd,Atl Bch.rep Calc=MJ8 Front Door faces: E • Return Branch Detail Table Grille Htg Clg TEL Design I Veloc I Diam I H x W Stud/Joist Duct I Name Size (in) (cfm) (cfm) (ft) FR (fpm) (in) (in) Opening (in) Matl Trunk rb2 Ox 0 726 743 154.0 0.020 421 18.0 Ox 0 ShMt rt3 rb7 ( Ox 0 4741 457 142.0 0.022 386 15.0 Ox 0 ShMt rt3 Return Trunk Detail Table I Trunk I Htg I Clg Design Veloc I Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk rt3 Peak AVF 1200 1200 0.020 499 21.0 0 x 0 ShtMetl wrightsoft Right-Suite®Universal 2017 17.0.17 RSU17457 2018-May-22 14:57'52 ,yCC+ r� Page 2 A11 _..EAC,Boehme Residence,Seminole Rd,Atl Bch_rup Calc=MJ8 Front Door faces: E t Duct System Summary Job: +�+ wrightsoft Date: Zone 2 By: Exclusively for the use of: Environmental Air Conditioning Services. Inc Project Information For: Boehme Residence Seminole Rd, Atlantic Beach, FL Heating Cooling External static pressure 0.10 in H2O 0.10 in H2O Pressure losses 0 in H2O 0 in H2O Available static pressure 0.10 in H2O 0.10 in H2O Supply/ return available pressure 0.070/ 0.030 in H2O 0.070/ 0.030 in H2O Lowest friction rate 0.016 in/100ft 0.016 in/100ft Actual air flow 800 cfm 800 cfm Total effective length (TEL) 639 ft Supply Branch Detail Table Design Htg 1 Clg (Design Diam H x W I Duct Actual I Ftg.Eqv Name (Btuh) (cfm) (cfm) FR (in) (in) Matl Ln (ft) Ln (ft) Trunk Bed 2 h 3567 120 118 0.016 9.0 Ox 0 ShMt 82.0 355.0 st3 Guest Ste c 3978 125 126 0.016 10.0 Ox 0 ShMt 72.0 365.0 st3 Hall 2 h 1688 57 55 0.033 6.0 Ox 0 ShMt 28.0 185.0 st3 Laundry c 1117 35 1 35 0.019 5.0 Ox 0 ShMt 51.0 320.0 st3 Master Bath c 3646 114 1 115 0.016 9.0 Ox 0 ShMt 62.0 375.0 st3 Master Bed c 2591 81 82 0.023 8.0 Ox 0 ShMt 47.0 255.0 I st3 Master Bed-A c 2591 81 82 0.023 8.0 Ox 0 ShMt 43.0 255.0 I st3 Pool Bath h 2246 75 73 0.016 8.0 Ox 0 ShMt 91.0 355.0 st3 Study c 23931 74 76 0.033 7.0 Ox 0 ShMt 28.0 185.0 st3 wlc c 12031 381 38 0.0191 5.0 Ox 0 1 ShMt 56.0 1 320.0 1 st3 1 Supply Trunk Detail Table Trunk I Htg Clg I Design Veloc Diam 1 H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st3 Peak AVF 800 800 0.016 406 19.0 0 x 0 ShtMetl Bold/italic values have been manually overridden 2018-May-22 14:57:52 wrightsoft Right-Suite®Universal 2017 17.0.17 RSU17457 Page 3 AF.:5, ...EAC,Boehme Residence,Seminole Rd,Atl Bch rup Calc=MJ8 Front Door faces: E Return Branch Detail Table Grille Htg Clg TEL Design I Veloc Diam H x W Stud/Joist Duct I Name Size (in) (cfm) (cfm) (ft) FR (fpm) (in) (in) Opening (in) Matl Trunk rb3 Ox 0 131 131 110.0 0.027 297 9.0 Ox 0 ShMt rt2 1 rb8 Ox 0 3191 317 193.0 I 0.016 2991 14.0 Ox 0 ShMt I rt2 J rb9 Ox 0 1871 188 185.0 0.016 2851 11.0 Ox 0 ShMt 1 rt2 rb10 Ox 0 163 1641 141.0 0.021 I 300 1 10.0 Ox 0 ShMt 1 rt2 Return Trunk Detail Table ITrunk I Htg I Clg Design 1 Veloc I Diam I H x W I Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk rt2 Peak AVF 800 800 0.016 406 19.0 0 x 0 ShtMetl i. wrightsoft 2018-May-22 14'57'52 � htsof 9 Right-Suite®Universal 2017 17.0.17 RSU17457 Page 4 ACa EAC, Boehme Residence,Seminole Rd,Atl Bch.rup Calc=MJ8 Front Door faces E Duct System SummaryJob: wrightsoft y Date: Zone 3 By: Exclusively for the use of: Environmental Air Conditioning Services. Inc Project Information For: Boehme Residence Seminole Rd, Atlantic Beach. FL Heating Cooling External static pressure 0.10 in H2O 0.10 in H2O Pressure losses 0 in H2O 0 in H2O Available static pressure 0.10 in H2O 0.10 in H2O Supply/ return available pressure 0.059 / 0.041 in H2O 0.059/ 0.041 in H2O Lowest friction rate 0.032 in/100ft 0.032 in/100ft Actual air flow 800 cfm 800 cfm Total effective length (TEL) 311 ft Supply Branch Detail Table II Design Htg Clg Design I Diam I H x W Duct Actual Ftg.Eqv Name (Btuh) (cfm) (cfm) FR (in) (in) Matl Ln (ft) Ln (ft) Trunk Bath 3 h 1734 73 72 0.051 6.0 Ox 0 ShMt 10.0 105.0 st2 Bath 4 h 1734 73 72 0.042 7.0 Ox 0 ShMt 35.0 105.0 st1 Bed 3 h 4888 206 206 0.038 10.0 Ox 0 ShMt 17.0 140.0 st2 Bed 4 c 3954 1531 156 0.0321 9.01 Ox 0 I ShMt I 44.0 140.0 st1 Halla h 4035 1701 170 0.0331 9.01 Ox 0 1 ShMt I 17.0 I 160.0 st1 Stairs 2 c 3156 1 124 125 0.032 8.01 Ox 0 ShMt 34.0 150.0 st1 Supply Trunk Detail Table Trunk Htg Clg Design Veloc Diam H x W ( Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st1 Peak AVF 520 522 0.032 488 14.0 0 x 0 ShtMetl st2 Peak AVF 1 280 1 278 1 0.038 1 424 1 11.0 1 0 x 0 ShtMetl Return Branch Detail Table Grille Htg Clg TEL Design Veloc IDiam H x W I Stud/Joist Duct Name Size (in) (cfm) (cfm) (ft) FR (fpm) (in) (in) Opening (in) Matl Trunk rb4 Ox 0 280 278 123.0 0.033 424 11.0 Ox 0 ShMt rt1 rb5 I Ox 0 I 277 1 280 1 127.0 I 0.032 1 425 1 11.01 Ox 0 1 ShMt I rt1 1 rb6 I Ox 0 244 242 1 67.0 0.061 1 552 1 9.01 Ox 0 1 ShMt 1 Bold/italic values have been manually overridden wrightsoft 2018-May-22 14 5752 9 Right-Suite®Universal 2017 17.0 17 RSU17457 Page 5 ACC ...EAC,Boehme Residence,Seminole Rd,All Bch.rup Calc=MJ8 Front Door faces: E Return Trunk Detail Table Trunk Htg Cig Design Veloc 1 Diam 1 H x W I Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk rt1 Peak AVF 556 558 0.032 522 14.0 0 x 0 ShtMetl t wrightsoft 2018-May-22 14:57 52 Q Right-Suite®Universal 2017 17.0.17 RSU17457 Page 6 ACCP. EAC,Boehme Residence,Seminole Rd,Atl Bch rup Calc=MJ8 Front Door faces: E PRODUCT APPROVAL INFORMATION SHEET FOR THE CITY OF ATLANTIC BEACH,FLORIDA Project Name: ,ao;IFM C Permit # SEs/6 - 0 2?Z- Project Address: Z 34 fcigi/a/6Lt Aoso TL-AAST ct3 E 411 FL. 32.z-33 As required by Florida Statute 553.842 and Florida Administrative Code Rule 9B-72,please provide the information and product approval number(s) for the building components listed below as applicable to the building construction project for the permit number listed above. You should contact your product supplier if you do not know the product approval number for any of the applicable listed products. Information regarding statewide product approval may be obtained at: www.floridabuildin .or& Category/Subcategory Manufacturer Product Description Limitation of Use State# Local# A. EXTERIOR DOORS 1. Swinging 2. Sliding Pe-1_4A TNtPEA.ViA- /?�o�•S 3. Sectional L'6o pAy $t-cpoi)ski- t�ooA. AWrrQcy �t /52--n- 4. 5 -n-�S 4.Roll up I 5. Automatic 6. Other B.WINDOWS 1. Single hung 1ri 2V 0 2.13 T�'l�RV�k 2.Horizontal slider P i/A .tteti2EtAim- 1"l2.6 .#. i 3. Casement ?ELL-A TM 23/;A *e/2-937. / 4. Double hung petzn- pe eV JA 5. Fixed 744-A 4f /2.SW, 6. Awning L�� x rt Xt-fi* */243g. 7. Pass-through 8. Projected 9.Mullion 10. Wind breaker 11.Dual action v � 12. Other Category/Subcategory Manufacturer Product Description Limitation of Use State# Local# C. PANEL WALL 1. Siding 13002,AL TrtD)5/1 S W-/7zb75-. 2. Soffits -.7;5046:5 44ARipiE So. T 0-")32 3. EIFS 4. Storefronts 5. Curtain walls 6. Wall louvers 7. Glass block 8. Membrane 9. Greenhouse 10. Synthetic stucco 11. Other D. ROOFING PRODUCTS 1. Asphalt shingles 2. Underlayments P.AL Sc A t_ 3. Roofing fasteners • 4.Nonstructural metal roof D&E R.046,/M eras Pfri1,5 /,Zipq 5.Builtwalw@ofirig AEI-AL Roc? - L 01 2L G4vh4---e /4 A win- Pig-#4 L t//Gs/.is 6. Modified bitumenMMo iia ,�)7747 Ai Ai Roale Co✓E4dl- S E,uS `/�,/9/•/ 7. Single ply roofing 8. Roofing tiles 9. Roofmg insulation 10. Waterproofing 11. Wood shingles/shakes 12. Roofing slate 13. Liquid applied roofing 14. Cement-adhesive coats 1-1"-)co AAD -r;,�, ?*-0/d+emeA;f, do 4Tle„s ,meA, *t- goo, / 15. Roof tile adhesive 16. Spray applied polyurethane roof 17. Other Category/Subcategory Manufacturer Product Description Limitation of Use State# Local# E. SHUTTERS 1.Accordion 2. Bahama 3. Storm panels 4. Colonial 5. Roll-up 6.Equipment 7. Other F. STRUCTURAL COMPONENTS 1. Wood connector/anchor 5/Kpsotl / S-r/4)N 6.7;E *f 14-2.-3• 2. Truss plates 1 _A!DosT,t;E5 z1y� 3. Engineered lumber UEo26,4- LVI-S Z02.3 4. Railing 5. Coolers-freezers 6. Concrete admixtures 7. Material 8. Insulation forms 9. Plastics 10. Deck-roof 11. Wall 12. Sheds 13. Other -TZ usSrS ALP,rte maoot)P#- S I q.7/ G. SKYLIGHTS • 1. Skylight %(au7C OMERJc-k / ALu,,.„10.r1 CL-M) w DI FxE) 1?E 1- -}k 1451 D( JT ' 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) pftAN V- L. C5-41-4 Sr'-• (Signature) Ii6.47/1."--_-/y Company Name: C- % CosJTR-JG1 t Cep y Silo. Mailing Address: ►213 1A i ooel City: jl(EP i oklG L3r:h c44 State: Zip Code: 32-16.e. Telephone Number: (q a'( ) $(98 -o q49 Fax Number: ( 904' ) 2.4: —70 09 Cell Phone Number: (R o 4 ) $48-o E-mail Address: CSM r L tD p57r21JLT/J &n4 A.i c.Ca r` ` I n �y OFFICE COP CITY OF ATLANTIC BEACH Department of Public Works 1200 Sandpiper Lane Atlantic Beach, FL 32233 • • �. %= (904) 247-5834 PUBLIC WORKS PLAN REVIEW COMMENTS Date: 7/30/18 Applicant: Game! Construction Company, Inc. Permit #: RES18-0232 Email: gamelconstruction@gmail.com Review Status: DENIED Property Owner: Richard Boehme Site Address: 2434 Seminole Road Email: Not Provided THIS PLAN REVIEW IS ONE OF MULTIPLE DEPARTMENT REVIEWS Correction Items must be submitted to the Building Department at 800 Seminole Road. Submittals that respond to only one or a few correction items will not be accepted. Revisions may not be submitted until ALL departments have completed their respective reviews. Revisions must be submitted to the Building Department and must respond to EACH department review. PUBLIC WORKS CORRECTION ITEMS: • Provide drainage plans showing site topography (flow arrows, etc.). • Provide erosion and sediment control plans with installation details. • Section 24-66(b) of the Land Development Regulations requires on-site storage for increased runoff if adding 400 SF or more impervious surface. Provide Delta volume calculations and on-site retention required per Section 24-66(b). • Provide manufacturer's cut sheets for 50% credit on pervious pavers. • Provide a detailed plan of water retention area and how water runoff gets to water retention areas and then to street. • Driveway must have a 3' minimum concrete apron when using gravel. PUBLIC WORKS CONDITIONS OF APPROVAL: (The following comments will be printed on your permit as Conditions of Approval) • All concrete driveway aprons must be 5" thick, 4000 psi, with fibermesh from edge of pavement to the property line. Reinforcing rods or mesh are not allowed in the right-of-way. • 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. • All runoff must remain on-site during construction. • If on-site storage is required, a post construction topographic survey documenting proper construction will be required. All water runoff must go the retention area and retention overflow must run to street. Page 1 of 2 0:\Public Works\ADMIN\PLAN REVIEW COMMENTS\RES18-0232(Game)Construction).docx OFFICE COPY • 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. • Full right-of-way restoration, including sod, is required. • All runoff must remain on-site. Cannot raise elevation. • Must provide a topographic (TOPO) survey with water retention for final C.O. Inspection. Scott Williams, Public Works Director swilliams@coab.us/904-247-5834 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. Page 2of2 0:\Public Works\ADMIN\PLAN REVIEW COMMENTS\RES18-0232(Gamel Construction).docx 6. INSTALLATION TAMKO roofing felts, base sheets, membranes and cap sheets shall be installed in accordance with the applicable code, this report and the manufacturer's published installation instructions. The roof covering materials shall be installed in accordance with Section 1507.10 of the 2015, 2012, 2009 and 2006 IBC or Section R905.9 of the 2015, 2012, 2009 and 2006 IRC as applicable, except as noted in this report. The manufacturer's published installation instructions shall be available at all times on the jobsite during installation. The slope of the roof on which the membranes are installed in accordance with Table 1 shall not be more than the maximum slope indicated. These roofs shall be a minimum of/4:12 (2% slope)for drainage. Penetrations and terminations of the roof covering shall be flashed and made watertight in accordance with the requirements of the membrane manufacturer, Section 1503.2 of 2015, 2012, 2009 and 2006 IBC or Section R903.2 of 2015, 2012, 2009 and 2006 IRC and applicable code. 7. FIRE CASSIFICATION 7.1 New Construction: Roof assemblies utilizing TAMKO roof coverings are described in UL Certification Category for Roofing Systems, (TGFU) File R3225 and in Tables of this Report. 7.2 Reroofing: The existing roof shall be inspected in accordance with the provisions and limitations of Section 1510 of the 2015, 2012, 2009 and 2006 or Section R907 of the 2015, 2012, 2009 and 2006 IRC, as applicable. The existing deck shall be inspected to verify that the structure to be reroofed is structurally sound and adequate to support and secure the roofing membrane. Prior to installation of new roof coverings, inspection by and approval from the code official having jurisdiction is required. TAMKO roof coverings may be installed over existing Classified Class A roof assemblies as described in the Tables of this Report. Class A, B or C roof coverings may be installed over existing classified roof assemblies under the following conditions without additional roof classification tests, provided the resulting classification is the lower of the new and existing roof classifications under the following conditions: • New uninsulated roof coverings installed only over existing uninsulated assemblies. • New insulated roof coverings installed over existing uninsulated assemblies only. 8. WIND RESISTANCE 8.1 New Construction: The allowable wind uplift pressures for the roof assemblies are noted in the Tables in this Report. Metal edge securement for all systems shall be designed in accordance with ANSI/SPRI ES-1, complying with Section 1504.5 of 2015, 2012, 2009 and 2006 IBC. For certifications of metal edge securement systems in accordance with ANSI/SPRI ES-1, See UL Online Certifications Directory Roof-edge Systems, Metal for Use with Low-slope Roofing Systems (TGJZ). 8.2 Reroofing: Roof covering systems employing mechanical fasteners shall be qualified, to the satisfaction of the code official, as to the adequacy of fasteners penetrating through existing roof coverings into structural substrates. Since the composition and/or conditions of any particular underlying existing roofing materials may vary and reroofing material may vary, reroofing with adhered systems is outside the scope of this report. 9. CONDITIONS OF USE The TAMKO roof covering materials described in this Report comply with, or are suitable alternatives to, what is specified in those codes listed in Section 2 of this Report, subject to the following conditions: Page 5 of 19 tntertek Code Compliance Research Report Total Quality.Assured. CC R R-1063 Issue Date:06-09-2016 Revision Date: 01-01-2018 Si7ga-7 e-)A-'4 Renewal Date: 01-01-2019 DIVISION:07 00 00—THERMAL AND MOISTURE Use in Type I, II, Ill,IV,and V construction under the IBC PROTECTION and construction under the IRC Section:07 2100—Thermal Insulation 2.0 STATEMENT OF COMPLIANCE REPORT HOLDER: Demilec USA,Inc. SEALECTION® 500 complies with the Codes listed in Section 3315 E.Division Street 1.1, for the properties stated in Section 1.2, and uses stated Arlington,TX 76011 in Section 1.3, when installed as described in this report, (817)640-4900 including the Conditions of Use stated in Section 6. www.demilec.com infor@demilec.com 3.0 DESCRIPTION REPORT SUBJECT: SEALECTION®500 Spray-Applied Polyurethane Foam 3.1 Materials: Insulation 3.1.1 SEALECTION® 500: SEALECTION® 500 is a two- 1.0 SCOPE OF EVALUATION component, open-cell, spray-applied foam plastic insulation. The insulation is produced in the field by 1.1 This Research Report addresses compliance with the combining an isocyanate(Component A) with a proprietary following Codes: resin (Component B), resulting in insulation with a nominal 2015,2012,and 2009 International Building Code®(IBC) density of 0.5 pcf. Both insulation components have a shelf 2015,2012,and 2009 International Residential Code® life of one year when stored in unopened containers at (IRC) temperatures between 50°F and 100°F before installation. 2015,2012,and 2009 International Energy Conservation Code®(IECC) 3.1.2 Intumescent Coatings: NOTE: This report references 2015 Code sections with 3.1.2.1 Blazelok° 184: BlazelokTM IB4, manufactured by [2012 and 2009] Code sections shown in brackets where TPR2 Corporation, is a one-component, water-based liquid they differ. coating with specific gravity of 1.3. Blazelok°" 1B4 is supplied in 5-gallon pails and/or 55-gallon drums and has a 1.2 SEALECTION® 500 has been evaluated for the following shelf life of one year when stored in factorysealed properties(see Table 1): containers at temperatures between 45°F and 90°F. Surface-burning characteristics Thermal resistance 3.1.2.2 Andek Firegard": Andek Firegard, manufactured Physical properties by Andek Corporation, is a one-component, water-based Air Permeability coating with specific gravity of 1.37. Andek Firegard is Alternatives to thermal barriers supplied in 5-gallon pails and has a shelf life of one year Alternatives to ignition barriers when stored in factory-sealed containers at temperatures between 45°F and 90°F. 1.3 SEALECTION®500 has been evaluated for the following uses(see Table 1): 3.1.2.3 No-Burn® Plus XD: No-Burn® Plus XD, Use as nonstructural insulation on or in interior and manufactured by No-Burn, Inc., is a translucent aqueous exterior walls,floors,and under roof decks liquid in 1- and 5-gallon pails and 55-gallon drums. The ® 545 E.Algonquin Road •Arlington Heights• Illinois• 60005 intertek.com/building CZ """�`p1° E Intertek PCA-101 Version:6 April 2017 SFT-CCRR-OP-40b ‘ 0, Code Compliance Research Report CCRR-1063 Page 2 of 7 coating has a shelf life of three years when stored in a requirements in Sections 5.1 through 5.4 apply to all types factory-sealed container at temperatures between 40°F of construction. and 90°F. The insulation must be stored at temperatures between 3.1.2.4 BIazeIokTM TBX: BlazelokT" TBX, manufactured by 50°F and 100°F and must not be used in areas that have a TPR2 Corporation, is a one-component, water-based liquid maximum service temperature greater than 180°F. The coating with specific gravity of 1.3. BlazelokTM TBX is foam plastic insulation must not be used in electrical outlet supplied in 5-gallon pails and/or 55-gallon drums and has a or junction boxes, or in contact with rain or water. The shelf life of one year when stored in factory-sealed insulation is not intended for installation to the exterior of containers at temperatures between 45°F and 90°F. below-grade walls or beneath slabs-on-grade. The BlazelokT"TBX complies with AC456 as recognized in ICC-ES substrate must be free of moisture, frost or ice, loose ESR-3997. scales, rust, oil, and grease. The insulation must be protected from the weather during and after application, 3.1.2.5 DC315 Fireproof Paint: DC315, manufactured by unless approved specifically by Demilec USA. International Fireproof Technology, Inc., is a one- component, water-based, liquid coating with a specific 5.2 Application: The insulation is spray-applied on the gravity of 1.3. DC315 is supplied in 5-gallon pails and/or jobsite using spray equipment specified in Demilec USA 55-gallon drums and has a shelf life of one year when published installation instructions. SEALECTION® 500 can stored in unopened factory-sealed containers between be installed in one pass(or lift). Where multiple passes(or 50°F to 80°F. DC315 complies with ICC-ES AC456 as lifts) are required, the cure time between passes is recognized in Intertek CCRR-1076. negligible. 4.0 PERFORMANCE CHARACTERISTICS 5.3 Thermal Barrier: 4.1 Surface-burning Characteristics: When tested in 5.3.1 Application with a Prescriptive Thermal Barrier:The accordance with ASTM E84 at a maximum thickness of insulation must be separated from the interior of the 4 inches, the insulation has a flame-spread index of 25 or building by an approved thermal barrier of 1/2 inch thick less and a smoke-development index of 450 or less. gypsum wallboard or an equivalent 15-minute thermal SEALECTION®500 can be installed at greater thicknesses as barrier complying with IBC Section 2603.4 or IRC Section described in Sections 5.3 and 5.4.2 of this report. R316.4, as applicable, except where installation is in an attic or crawl space as described in Section 4.4. When the 4.2 Air Permeability: The insulation, at a minimum insulation is separated from the interior living space of the thickness of 3-1/2 inches, is considered air-impermeable building with minimum 1/2 inch thick gypsum board, the insulation in accordance with 2015 IBC Section 1203.3 [not maximum thickness is not limited. Under the 2015 IRC, a applicable in the 2012 and 2009 IBC],or IRC Section R806.5 thermal barrier of minimum 23/32 inch thick wood [2009—R806.4] based on testing in accordance with ASTM structural panel is also permitted and the thickness is not E283 and ASTM E2178. limited. 4.3 Thermal Resistance (R-value): The insulation has 5.3.2 Application without a Prescriptive Thermal Barrier: thermal resistance (R-value), at a mean temperature of SEALECTION° 500 may be installed without the 15-minute 75°F,as shown in Table 2. thermal barrier prescribed in IBC Section 2603.4 and IRC Section R316.4, when installed as described in this section. 5.0 INSTALLATION The insulation may be spray-applied to the underside of roof sheathing or roof rafters, and/or vertical surfaces 5.1 General: SEALECTION® 500 must be installed in provided the assembly conforms to one of the assemblies accordance with the manufacturer's published installation described in Table 3. The coatings identified in Table 3 instructions,the applicable Code,and this Research Report. must be applied over all surfaces and in accordance with A copy of the manufacturer's instructions must be available the coating manufacturer's installation instructions and this on the jobsite during installation. The installation report. Surfaces to be coated must be dry, clean, and free 545 E.Algonquin Road •Arlington Heights• Illinois• 60005 intertek.com/building 1`C`°fD1"° Intertek PCA.1O1 Version:6 April 2017 SFT-CCRR-OP-40b ise Code Compliance Research Report CCRR-1063 Page 3 of 7 of dirt, loose debris, and other substances that could insulation may be spray-applied to the underside of floors interfere with adhesion of the coating. The coating is and/or vertical surfaces, provided the assembly conforms applied with low-pressure airless spray equipment. to one of the assemblies described in Table 4. When an intumescent coating is used,surfaces to be coated must be 5.4 Attics and Crawl Spaces: dry, clean, and free of dirt, loose debris, and any other substances that could interfere with adhesion of the 5.4.1 Application with a Prescriptive Ignition Barrier: coating. The intumescent coating must be applied to all Where SEALECTION® 500 is installed within attics or crawl surfaces in accordance with the respective coating spaces,and where entry is made only for service of utilities, manufacturer's installation instructions. The coating must an ignition barrier must be installed in accordance with IBC be applied when ambient and substrate temperatures are Section 2603.4.1.6, or IRC Sections R316.5.3 and R316.5.4, above of 50°F unless otherwise permitted by the as applicable. The ignition barrier must be consistent with intumescent coating manufacturer's installation the requirements for the type of construction required by instructions. the applicable Code, and must be installed in a manner so that the foam plastic insulation is not exposed. The When installed in accordance with this section, the insulation, as specified in this section, may be installed in insulation may be installed in unvented attics as described unvented attics and unvented enclosed rafter assemblies in in this section in accordance with 2015 IBC Section 1203.3 accordance with 2015 IBC Section 1203.3 or IRC Section or IRC Section R806.5 [2009 — R806.4], when applied at a R806.5 [2009—R806.4]. minimum thickness of 3-1/2 inches. 5.4.2 Application without a Prescriptive Ignition Barrier: 5.4.3 Use on Attic Floors: SEALECTION® 500 insulation SEALECTION® 500 insulation may be installed in attics and may be installed between and over joists in attic floors in crawl spaces without the ignition barrier prescribed in IBC accordance with this section, conditions a. through f. of Section 2603.4.1.6, and IRC Sections R316.5.3 and Section 5.4.2, and Table 4 based on testing in accordance R316.5.4, as described in Section 4.4.2.1, subject to the with AC377 Appendix X. The insulation must be separated following conditions: from the interior of the building by an approved thermal barrier. a. Entry to the attic or crawlspace is only to service utilities and no storage is permitted. 5.4.4 Unvented Attics: Demilec USA has conducted end b. There are no interconnected attic or crawl space areas. use configuration testing (per IBC Section 2603.9 [2603.10] c. Air in the attic is not circulated to other parts of the and IRC Section R316.6) and analysis to qualify the use of building. SEALECTION® 500 insulation without a prescriptive ignition d. Attic ventilation is provided when required by IBC barrier or intumescent coating in unvented attics Section 1203.2 or IRC Section R806.1, as applicable, conforming with 2015 IBC Section 1203.3 or IRC Section except when insulation is permitted in unvented attics R806.5 [2009 — R806.4]. (Note that unvented attics were in accordance with 2015 IBC Section 1203.3 [not not addressed in the 2012 and earlier versions of the IBC.) applicable under the 2012 or 2009 IBC], or IRC Section The testing and analysis is described in Priest & Associates R806.5 [2009—R806.4]. EEV 10362b, dated April 18, 2016. The conclusions of that e. Under-floor (crawl space) ventilation is provided in evaluation (and associated Engineering Letters) are as accordance with IBC Section 1203.5 [1203.3] or IRC follows: When SEALECTION® 500 is applied in unvented Section R408.1,as applicable. attics conforming to IBC Section 1203.3 or IRC Section f. Combustion air is provided in accordance with R806.5 [2009 — R806.4] the insulation may be applied to International Mechanical Code® Section 701 [Sections the underside of roof sheathing and/or rafters, and to 701 and 703]. vertical surfaces to a minimum thickness of 3 inches. Maximum thickness on the underside of roof sheathing or In attics, the insulation may be spray-applied to the on vertical wall surfaces is 13 inches. The insulation may underside of roof sheathing or roof rafters, and/or vertical be left exposed to the attic without a prescriptive ignition surfaces, provided the assembly conforms to one of the barrier or an intumescent coating. The attic must have assemblies described in Table 4. In crawl spaces, the attic access complying with IRC Section R807, horizontally 545 E.Algonquin Road •Arlington Heights• Illinois• 60005 intertek.com/building """`°1D Intertek PCA-101 Version:6 April 2017 SFT-CCRR-OP-40b Code Compliance Research Report CCRR-1063 Page 4 of 7 placed in the attic floor and opening outward toward the 6.7 When SEALECTION® 500 insulation is installed under living space. For items penetrating the roof deck or walls, the conditions of Section 5.4.4 of this report,the following such as skylight wells or vents, the penetrating item must conditions apply: be covered with a minimum of 3 inches of SEALECTION® 500 insulation. 6.7.1 Since the performance of SEALECTION® 500, when installed in unvented attics without a Code-prescribed 5.5 Exterior Walls in Type I,II,Ill,and IV Construction: ignition barrier or an intumescent coating, is based on fire performance of an unvented attic, the installation must be 5.5.1 When used in or on exterior walls of Types I, II, Ill,or approved by the Code official. The installation must IV construction,the assembly must comply with IBC Section conform with the provisions of Section 5.4.4 and 2603.5 and this section. Intertek Design Listing DUL/FI 30- Conditions a. through c. and Condition f. of Section 5.4.2. 05 describes the assembly tested and certified by Intertek A copy of the Priest & Associates Engineering Evaluation as complying with NFPA 285. The potential heat of the (referenced in Sections 5.4.4 and 7.3) must be provided to SEALECTION® 500 insulation is 497 Btu/ft2 per inch of the Code official upon request. insulation thickness with a maximum permitted thickness, in any part of the wall,of 3-5/8 inches. 6.7.2 Signage shall be permanently affixed in the attic and shall be visible from all entry points into the attic. The sign 5.5.2 Details of exterior wall coverings and fenestration shall state "Caution, this is an unvented attic by design. No details must be provided to the building official along with modification may be made to this unvented condition. The an engineering analysis demonstrating that the addition of attic shall not be vented. Holes into the unvented attic the wall covering and fenestration details will not shall be immediately repaired and sealed. Penetrations of negatively impact conformance of the assembly with the the ceiling or wall membrane between the unvented attic requirements of IBC Section 2603.5. and living space, other than the horizontal access hatch, must be protected in an approved manner. This unvented 6.0 CONDITIONS OF USE attic shall not be used for storage. See Intertek Code Compliance Research Report CCRR-1063 on the Intertek 6.1 Installation must comply with this Research Report, website." the manufacturer's published installation instructions, and the applicable Code. In the event of a conflict, this report 6.8 Use of the insulation in fire-resistance-rated governs. construction is outside the scope of this report. 6.2 The insulation must be separated from the interior of 6.9 Use of the insulation in areas where the probability of the building by an approved 15-minute thermal barrier, as termite infestation is "very heavy" must be in accordance described in Section 5.3,or by an approved ignition barrier, with IBC Section 2603.8 [2012 - 2603.9, 2009 - 2603.8] or as described in Section 5.4. IRC Section R318.4,as applicable. 6.3 The insulation thickness must not exceed that noted in 6.10 Jobsite certification and labeling of the insulation Sections 3.1,5.3,5.4,and 5.5. must comply with IRC Section N1101.10 [2012 - N1101.1, 2009-N1101.4]and IECC Section C303.1 or R303.1 [2009— 6.4 The insulation must be protected from the weather 303.1],as applicable. during and after application as specified in the manufacturer's instructions. 6.11 The insulation components are produced in Arlington, Texas, under a quality control program with inspections by 6.5 A vapor barrier must be installed when required by the Intertek Testing Services NA, Inc.(AA 647). applicable Code. 6.6 The insulation must be applied by contractors 7.0 SUPPORTING EVIDENCE approved by Demilec USA. 7.1 Reports of tests in accordance with ASTM C518,ASTM E283,ASTM E2178, NFPA 285, NFPA 259,and ASTM E84. ® 545 E.Algonquin Road •Arlington Heights• Illinois• 60005 intertek.com/building ACCREDiTED Intertek PCA-101 Version:6 April 2017 SFT-CCRR-OP-40b Code Compliance Research Report CCRR-1063 Page 5 of 7 7.2 Data in accordance with the ICC-ES Acceptance Criteria 9.0 OTHER CODES for Spray-applied Foam Plastic Insulation (AC377), dated April 2016; including reports of tests in accordance with This section is not applicable. Appendix X. 10.0 CODE COMPLIANCE RESEARCH REPORT USE 7.3 Research Reports for evaluation of data in accordance with ICC-ES Acceptance Criteria for Fire-protective Coatings 10.1 Approval of building products and/or materials can Applied to Spray-applied Foam Plastic Insulation Installed only be granted by a building official having legal authority without a Code-prescribed Thermal Barrier (AC456), dated in the specific jurisdiction where approval is sought. October 2015 10.2 Code Compliance Research Reports shall not be used 7.4 Priest & Associates Engineering Evaluation, Project in any manner that implies an endorsement of the product 10362b,dated April 18,2016. by Intertek. 7.5 Intertek Listing Report "SEALECTION® 500", on the 10.3 Reference to the https://bpdirectory.intertek.com is Intertek Directory of Building Products. recommended to ascertain the current version and status of this report. 8.0 IDENTIFICATION The SEALECTION® 500 is identified with the manufacturer's name (Demilec USA), address and telephone number, the product name (SEALECTION® 500), the product type (A or B component), the mixing instructions, the flame-spread and smoke-developed indices, date of manufacture, the Intertek Mark as shown below, and the Code Compliance Research Report number(CCRR-1063). c rce Intertek CCRR-#Mpp 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. 545 E.Algonquin Road •Arlington Heights• Illinois • 60005 intertek.com/building "`C°`D1F0 Intertek PCA-101 Version:6 April 2017 SFT-CCRR-OP-40b Code Compliance Research Report CCRR-1063 Page 6 of 7 TABLE 1-PROPERTIES EVALUATED PROPERTY 2015 IBC 2015 IRC 2015 IECC SECTION1 SECTION1 SECTION1 Physical Properties Not required Not required Not required Surface-burning Characteristics 26033 R316.3 Not applicable Thermal Barrier/Ignition 2603.4 R316.4 Not applicable Barrier N1101.10 C303.1.1 N1102 C303.1.4 Thermal Resistance 1203.3 [1301] R303.1.4 [N1102.12, N1101.1] R303.1.4 [303.3.3 and 3.3.1.2] 1 Section numbers may be different for earlier versions of the International Codes. TABLE 2—SEALECTION•500 THERMAL RESISTANCE(R-values)1'2'1 THICKNESS(inches) R-VALUE('F.ft2.h/Btu) 1 3.8 3.5 13 4 15 5 19 5.5 21 6 23 7 27 7.25 28 8 30 9 34 9.25 35 10 38 11 42 11.25 43 12 46 13 49 14 53 15 57 1 R-values are calculated based on tested k-factors at multiple thicknesses. 2 R-values less than 10 are rounded to the nearest 1/10th;greater than 10 are rounded to the nearest whole number. a To determine R-values for thicknesses not listed:between 1 inch and 4 inch can be determined through linear interpolation or greater than 4 inches can be calculated based on R=3.8/inch. 545 E.Algonquin Road •Arlington Heights• Illinois • 60005 intertek.com/building Intertek PCA-101 Version:6 April 2017 SFT-CCRR-OP-40b , . ,,,G Code Compliance Research Report CCRR-1063 Page 7 of 7 TABLE 3—ASSEMBLIES WITHOUT A PRESCRIPTIVE THERMAL BARRER Fire Protective Coating Maximum Maximum (Applied to all Foam Surfaces) Coating Insulation Insulation Minimum Thickness(mils) Method Thickness(in.) Thickness(in.) Minimum Vertical Surfaces Ceiling Surfaces Dry film Wet film Application Rate (dft) (wft) Blazelok TBX 7.5 11.5 11 17 1.11 gal/100 ft2 NFPA 286 DC315 7.5 11.5 12 18 1.12 gal/100 ft2 NFPA 286 For SI:1 inch=25.4 mm; 1 mil=0.0254 mm; 1 gallon=3.38 L; 1 ft2 =0.93 m2 TABLE 4—ASSEMBLIES WITHOUT A PRESCRIPTIVE IGNITION BARRER Maximum Maximum Fire Protective Coating Insulation Insulation (Applied to all Foam Surfaces) Thickness(in.) Minimum Thickness Coating Thickness(in.) Underside of Roof (mils) Minimum Method Wall Cavities and Attic Floors Sheathing/Rafters Dry film Wet film Application Rate and Floors (dft) (wft) Blazelok IB4 9.25 11.25 5 9 0.57 gal/100 ft2 Appendix X Andek Firegard 9.5 11.25 10 20 1.00 gal/100 ft2 Appendix X No Burn Plus 9.5 11.25 6 10 0.6 gal/100 ft2 Appendix X XD DC315 7.25 11.25 3 4 0.3 gal/100 ft2 Appendix X For SI: 1 inch=25.4 mm;1 mil=0.0254 mm;1 gallon=3.38 L;1 ft2 =0.93 m2 ID 545 E. Algonquin Road • Arlington Heights • Illinois • 60005 intertek.com/building gl Intertek PCA-107 Version:6 April 2017 SFT-CCRR-OP-40b OFFICE COPY :r /Niro\ METAL ROOF PANEL DETAIL Gulf Coast SUPPLY & MANUFACTURING L KTM 41:L26 GA. GULFLOK' 16" WIDE ROOF PANEL OVER 15/32" PLYWOOD ASSEMBLY A 16" COVERAGE 1 --( 1 (1) #10-12 X 1"TYPE A PANCAKE SPACING: SEE UPLIFT TABLE ASSEMBLY B 1/4"-5/16" DIAMETER BEAD OF TITEBOND SEALANT ._,(_,. (1) #10-12 X 1"TYPE A PANCAKE SPACING: SEE UPLIFT TABLE ASSEMBLY C W/CLIP GulfLokT" CLIP 24 GA. (1) #10-12 X 1"TYPE A PANCAKE SPACING: SEE UPLIFT TABLE OPNIEL S. k4 '0CENSF;S7,• , *: No. 75519 _ STATE OF :ct-. ,',,,-NAL EN00 FL#11651.16 R3•OCTOBER 5,2017 ' /I'll"%10/05/2017- METAL ROOF PANEL DETAIL IKUHN ENGINEERING, LLC 1200 CLINT MOORE RD. SUITE 9. BOCA RATON, FL 33487 • FL COA #30464 ti FL#: FL 11269.1 R5 Date: 07/09/17 CBUCK Engineering Report No.: 17-128-CL-A3W-ER Page 5 of10 Specialty Structural EnQIr)±erinQ CBUCK,Inc.Certificate of Authorization#8064 Installation: Installation Method: (Refer to"TABLE A" below and drawings at the end of this report.) • Clip Spacing or Fastener Spacing Along Continuous Clip: Refer to"TABLE A"Below (along the length of the panel) • #fasteners per Clip: Refer to`TABLE A"Below • Rib Interlock:Snap-Lock (Panel ribs shall be fully engaged to form an integral snap-lock.) • Minimum fastener penetration thru bottom of support,3/16". • For panel construction at the end of panels, refer to manufacturer's instructions and any site specific design. TABLE"A" ALLOWABLE LOADS # Panel Deck Panel Fastener #Fasteners Clip or Design Width Thickness Clip per Fastener Pressure Attachment Spacing 1A 16-1/2" 15/32"min. Cee-Rib #10 1 12" -52.5 PSF or 19/32" 1B 16-1/2" 15/32"min. Cee-Clip #10 2 24" -52.5 PSF or 19/32" 2A 16-1/2" 19/32"min. Cee-Rib #10 1 18" -52.5 PSF 2B 16-1/2" 19/32"min. Cee-Clip #10 2 36" -52.5 PSF 15/32"min. 3A 11-3/4" or 19/32" Cee-Rib #12 1 10" -56 PSF 3B 11-3/4" 15/32"min. Cee-Clip #12 2 20" -56 PSF or 19/32" 4 16-1/2" 15/32"min. Cee-Rib #10 1 20" -74.75 PSF or 19/32" 15/3r min. 5 16-1/2" or 19/32" Cee-Rib #10 1 10" -108.5 PSF 6A 11-3/4" 15/32"min. Cee-Rib #12 1 4" -176 PSF or 19/32" 6B 11-3/4" 15/32"min. Cee-Clip #12 2 8" -176 PSF or 19/32" • Allowable design pressure(s)for allowable stress design(ASD). Install the "Cee-Lock" roof panel assembly in compliance with the installation method listed in this report and applicable code sections of FBC 6th Edition (2017). The installation method described herein is in accordance with the scope of this evaluation report. Refer to manufacturer's installation instructions as a supplemental guide for attachment. Build something great' A i< BORM OFFICE COPY Boral TruExterior® Siding BEVEL SIDING - INSTALLATION GUIDELINES The following information offers typical installation techniques specifically for the Boral TruExterior Siding-Bevel profile.This product should never be used in structural or load bearing applications.These directions are guidelines.As with installing any building material, care should be taken to adhere to local code requirements and construction best practices to ensure installation is adequate for each specific application. Storage and Handling Boral TruExterior Siding should be stored on a flat, level surface. Pallets are shipped from the manufacturing facility in a protective covering and each board has a factory-applied primer. For expected performance results, ensure the product is dry and clean when fastened to the wall. For proper paint adhesion,the product should be dry and clean before painting. Wall Preparation As a best practice, a weather-resistant barrier should be used in accordance with local building code requirements. However, it is highly recommended to use a drainable house wrap in conjunction with Boral TruExterior Siding. Working With Boral TruExterior Siding This product is an excellent replacement for wood siding and can be installed using proven woodworking tools and methods. For ease of use, consider the following before working: Cutting-Boral TruExterior Siding can be cut using standard saw blades. However, for longer tool life, carbide tipped blades are recommended. Routing & Drilling-Boral TruExterior Siding can be drilled and routed using standard woodworking tools. However, a carbide tipped router and drill bits are recommended. Fastening • Ensure the product is dry and clean when fastened to the wall. • Two fasteners are required within 2"of joints-one fastener at the top of the board and one fastener in the face. • Use fasteners designed for exterior trim and siding. • Use of minimum 6d ring shank nails are recommended to meet the windload and performance results stated in the ES report PER-13069 • Minimum lap is 1" • The product will accept other types of fasteners including various types of exterior grade nails and screws. Care should be taken to ensure both fastener type and fastening pattern will meet local code requirements and performance needs. • Standard nail guns can be used to install Boral TruExterior Siding. Nail guns should be adjusted to ensure nail head is flush with surface. Do not over drive or countersink. ACCEPTABLE FASTENING PATTERNS* Figure 1: Blind Nailing** F7-114" & 9-1/4• 5-1/2„ Siding Widths Siding Width 1"to 1-1/2" —1" .1.0100111.111111111111111111 0 � Bevel Siding Installation Guidelines Figure 2: Face Nailing, Option 1 7-1/4" & 9-1/4" 5-1/2" II Siding Widths Siding Width 1"to 1-1/2' f 3/4" 11111111111111111111111111111111111.11110111111111111111111111111111111111111111111111111111 Figure 3: Face Nailing, Option 2 7-1/4" & 9-1/4" 5-1/2" Siding Widths Siding Width 1"to 1-1/2" i r�i r Fastener Located Just Above Overlap r ! 0 d '7-1/4"and 9-1/4"sizes are not yet available. '"When Blind Nailing,one fastener is required in the face of the board within 2"of joints,in addition to the fastener in the top of the board. Safety—In working with any product that may cause airbome debris such as nuisance dust, be sure to take proper measures to protect against eye and inhalation hazards. Expansion and Contraction—Boral TruExterior Siding is very stable' during periods of temperature and moisture change; no special precautions such as gluing or gapping are necessary to control or limit movement. Use at Grade —Since Boral TruExterior Siding is highly resistant to moisture and termite attacks and the product won't rot', it is approved for ground contact. Nail Holes and Repair—Filling nail and screw holes or repairing any minor damage caused by handling may be done using high-grade acrylic caulk or wood fillers. Painting—Painting Boral TruExterior Siding is a requirement, and failure to do so will void the warranty. As in preparing for any painting project, be sure the surface of the product is free of dirt, debris or other contaminants prior to paint application. Boral TruExterior Siding can be painted using any high grade exterior paint. Make sure to follow the paint manufacturer's application recommendations. Boral TruExterior Siding may be painted any color without special precaution as the product is not prone to excessive movement due to heat buildup.` Boral TruExterior Siding is virtually impervious to moisture', so there is no need to prime or paint end-cuts or field-cut edges. Moisture cycling is a primary cause for paint failure on wood products. Since Boral TruExterior Siding is resistant to this moisture cycling'; paint will perform better. Caulks&Sealants—While Boral TruExterior Siding does not require priming or sealing of end cuts, a variety of caulks and sealants may be used in conjunction with the product to help prevent water intrusion to the structure.' +More information can be found in Boral's technical bulletins for paint and adhesives and sealants or in the product warranty.Documents can be found at www.BoralTruExterior.com BORAL 1.888.9BORAL9 ww v..BoralTruExterior.com Build something great Boral TruExterior Trim INSTALLATION GUIDELINES The following information offers typical installation techniques when working with Boral TruExterior Trim. This product should never be used in structural or load bearing applications. These directions are guidelines. As with installing any building material, care should be taken to adhere to local code requirements and construction best practices to ensure installation is adequate for each specific application. Storage and Handling Boral TruExterior®Trim is a non-structural building material and should never be used in load-bearing or Boral TruExteriorTrim should be stored on a flat, level surface. Pallets are shipped from the manufacturing facility structural applications. Fasteners should be installed in a protective covering and each board has a factory every 24" OC or less. For best results, be sure to place fasteners within 2" of the end of every board. Proper care applied primer. For expected performance results, ensure the product is dry and clean when fastened to the wall. should be taken to understand the desired application and For proper paint adhesion, the product should be dry and ensure that proper framing and fasteners are adequate for clean before painting. the installation. Expansion and Contraction-Boral TruExterior®Trim Working With Boral TruExterior® Trim Trim is very stable' during periods of temperature and moisture change; no special precautions are necessary to This product is an excellent replacement for wood trim control or limit movement. and can be installed using proven woodworking tools and methods. For ease of use, consider the following before Use at Grade-Since Boral TruExterior Trim is virtually working: impervious to water absorption, termite attacks and won't • Cutting -Boral TruExterior Trim can be cut using rot`, it is approved for ground contact. standard saw blades. However, for longer tool life carbide tipped blades are recommended. Nail Holes and Repair-Filling nail and screw holes or repairing any minor damage caused by handling may be • Routing & Drilling- Boral TruExterior Trim can be done using high-grade acrylic caulk or wood fillers. drilled and routed using standard woodworking tools, but a carbide tipped router and drill bits are recommended. Painting Boral TruExterior Trim is a requirement, • Fastening and failure to do so will void the warranty. As in • Ensure the product is dry and clean when fastened preparing for any painting project, be sure the surface of to the wall the product is free of dirt, debris or other contaminants • Use fasteners designed for exterior trim and siding prior to paint application. Boral TruExterior-Trim can • Use 2 fasteners per every framing member and 3 be painted using any high grade exterior paint. Make fasteners for all 12" wide boards. sure to follow the paint manufacturer's application • Fasteners should be installed every 24" OC or less.For recommendations. best results, place fasteners within 2" of the edge of each More information can be found in Boral's technical bulletin board. for paint or in the product warranty. Both documents can For 2x applications: be found at www.BoralTruExterior.com. • Use a fastener that is long enough to penetrate a solid Boral TruExterior Trim may be painted any color wood substrate a minimum of 1 1/2" without special precaution as the product is not prone • Fasteners should penetrate a framing member. to excessive movement due to heat buildup' Sheathing alone may not provide adequate support or holding power. Boral TruExterior Trim is virtually impervious to • Safety- In working with any product that may cause moisture', so there is no need to prime or paint end-cuts airborne debris such as nuisance dust, be sure to take or field-cut edges. proper measures to protect against eye and inhalation Moisture cycling is a primary cause for paint failure hazards. on wood products. Since Boral TruExterior Trim is Standard nail guns and screws can be used to install resistant to this moisture cycling; paint will perform better. Boral TruExterior®Trim as it takes a variety of fasteners with ease and does not mushroom at the screw head nor require pre-drilling. BORA` 'Please see the Boral TruExterior Tom Product Data Sheet at www.BoralTruExterior.com for property test results. 1.888.926.7259 I www.BoralTruExterior.com ©2016 Bora!Composites Inc. • Build something great Boral TruExterior Siding INSTALLATION GUIDELINES The following information offers typical installation techniques when working with Boral TruExterior Siding Craftsman Collection- profiles. These products should never be used in structural or load bearing applications. These directions are guidelines. As with installing any building material, care should be taken to adhere to local code requirements and construction best practices to ensure installation is adequate for each specific application. Storage and Handling o The product will accept other types of fasteners including various types of exterior grade nails and screws. Care Boral TruExterior"Siding should be stored on a flat, level surface. should be taken to ensure both fastener type and fastening Pallets are shipped from the manufacturing facility in a protective covering and each board has a factory applied primer. For patternwill meet local code requirements and performance expected performance results, ensure the product is dry and neeedds. clean when fastened to the wall. For proper paint adhesion,the • Safety-In working with any product that may cause product should be dry and clean before painting. airborne debris such as nuisance dust, be sure to take proper measures to protect against eye and inhalation Wall Preparation hazards. As a best practice, a weather-resistant barrier should be used in Expansion and Contraction-Boral TruExterior Siding accordance with local building code requirements. However, it is is very stable* during periods of temperature and moisture highly recommended to use a drainable house wrap in change; no special precautions such as gluing or gapping are conjunction with Boral TruExterior Siding. necessary to control or limit movement. Working With Boral TruExterior®Siding Use at Grade-Since Boral TruExterior Siding is highly resistant to moisture, termite attacks and won't rot', it is This product is an excellent replacement for wood siding and can approved for ground contact. be installed using proven woodworking tools and methods. For ease of use, consider the following before working: Nail Holes and Repair-Filling nail and screw holes or • Cutting-Boral TruExterior Siding can be cut using standard repairing any minor damage caused by handling may be done saw blades. However, for longer tool life carbide tipped blades using high-grade acrylic caulk or wood fillers. are recommended. Painting Boral TruExterior Siding is a requirement, and • Routing & Drilling-Boral TruExterior Siding can be drilled failure to do so will void the warranty.As in preparing for and routed using standard woodworking tools, but a carbide any painting project, be sure the surface of the product is free tipped router and drill bits are recommended. of dirt, debris or other contaminants prior to paint application. • Fastening Boral TruExterior Siding can be painted using any high grade o Ensure the product is dry and clean before fastening to the wall. exterior paint. Make sure to follow the paint manufacturer's oUse fasteners designed for exterior trim and siding. application recommendations.' • Use of 8d x 2 1/2" Stainless Steel Ring Shank Nails Boral TruExterior Siding may be painted any color are recommended to meet the windload and performance without special precaution as the product is not prone to results stated in the ES report PER-13069. excessive movement due to heat buildup.' o Use 2 fasteners per every framing member. • At least one fastener should be through the face of the Boral TruExterior~ Siding is virtually impervious to profile, simply fastening the product through the tongue moisture', so there is no need to prime or paint end-cuts or alone is not sufficient. field-cut edges. o Fasteners should be installed every 16" - 24" OC or less to meet the performance results stated in the ES report PER Moisture cycling is a primary cause for paint failure on -13069. For best results, place fasteners within 2" of the edge wood products. Since Boral TruExterior Siding is resistant of each board. to this moisture cycling; paint will perform better. o Use a fastener that is long enough to penetrate a solid wood Caulks&Sealants-While Boral TruExterior Siding does not substrate a minimum of 1 1/2". require priming or sealing of end cuts, a variety of caulks and o Fasteners should penetrate a framing member. Sheathing sealants may be used in conjunction with the product to help alone will not provide adequate support or holding power. prevent water intrusion to the structure.' o Standard nail guns can be used to install the Boral TruExterior Siding. Nail guns should be adjusted to ensure BORAL nail head is flush with surface. +More information can be found in Boral's technical bulletins for paint and adhesives and sealants,or in the product warranty. Documents can be found at www.BoralTruExterior.com 1.888.9BORAL9 www.BoralTruExterior.com 5.--i-i.)G-G-e.>/s"* 7...<7--e-/.7 10' 1,# a '',/O i�" � Product Submittal Sheet 110 VINYLCORP. A Division of vinylcorp.com 8000 NW 79th Place P 305.477.6464 ClarkDietrich'Building Systems Clarkwestern Dietrich Building Systems LLC Miami,Florida 33166 F 305.477.4108 Stucco & Plastery' Vag .` Control Joints ‘,:.'-4 Designed to relieve stress and assist in controlling cracking in large areas of walls and ceilings. Vinyl Corp.'s specially designed Connector Clips are provided for alignment and base for sealants. --'Z1; _-- 2fU(,..,-:,.,,,i.,., _ ir 1578 7/8' 4"flange width,perforated flange 20 Control Joints—Designed to relieve stress and assist in controlling cracking in large areas of walls and ceilings.Vinyl Corp.'s specially designed Connector Clips are provided for alignment and base for sealants.Caulk all intersections,butt joints,ends and corners at time of installation. Control Joint Intersections ��am separated tor'lustrationWfP only. Control Joint Intersections—Designed to relieve stress and assist in controlling cracking in large areas NOTEPieces must be butted at time of installation. of walls and ceilings.Specially designed Connector Clips are provided for alignment and to provide a base for caulking.Pieces per carton are determined by product mix per order. Caulk all intersections,butt joints,ends and corners at time of installation. NOTE:Connector Clips are not provided with 3/8"ground.The Vinyl Corp.""design of Control Joint Intersections provides an opening behind the connector for proper caulking.Alt Intersections should be Connectors - _ embedded in caulking when applied.Custom factory-fabricated made-to-order part,parts ordered cannot ,/ \ be returned for credit. T.TN C•Cross Weep Screeds (Unperforated Flange) Ar Designed to relieve moisture from stucco and act as a stop. Install on frame construction where stucco L4.- and foundation walls meet. I PrOC,C[Nh,mcer _� . _ WS78-350U 7/8' 4"overall width,unperforated flange 30 / rn Weep Screed(With Unperforated Flange)—Designed to relieve moisture from stucco and act as a stop.Install on frame construction where stucco and foundation walls meet. t Caulk all intersections,butt joints,ends and corners at time of installation. 0 Product Submittal Sheet 110 VINYL CORP. A Division of vinylcarp.com 8000 NW 79th Place P 305.477.6464 ClarkDietrich"Building Systems Clarkwestern Dietrich Building Systems LLC Miami,Florida 33166 F 305.477.4108 Stucco & Plaster ► �_' Corner Beads ,: Designed to provide straight, rust-proof, dent-resistant corners. -4% • ��' -,,,„.A rt . Pecos/Box ^ J #1(T,8',9',10') ANY 2-1/2"x 2-1/2",perforated flanges 50 #1 Corner Bead—Provides hard-to-damage,rust-proof straight corners,easily curved for smooth arches. ///`'i�o .. �®D'"� m #2 Corner Bead—Heavier version of our#1 Coer Bead with wider flanges.Use where a more durable corner is required. / m O —'- Casing Beads / Plaster Stops j Terminate stucco&amp; plaster against doors, windows and dissimilar materials. - _ __ ilisi o ® 6678 7/8" 1-3/4"flange width perforated flange 75 ® m CasingBeads—Terminate stucco&amp:plaster against doors,windows and dissimilar materials. �0 9 c en. o Caulk all intersections,butt joints,ends and corners at time of installation. ® d All products conform to ASTM D1784 cell classification 13244C Stucco & Plaster Accessories 111 VINYL, ACCESSORY SPECIFICATIONS 1. PRODUCT NAME Ignition Resistance: Rigid vinyl is self 5. INSTALLATION RIGID VINYL extinguishing, and will not continue to Applicable Standards: 'O STUCCO & PLASTER support combustion once flame source ASTM C-1063 WALL AND CEILING ACCESSORIES is removed, therefore it will not cause a Installation shall be in accordance with Rigid Vinyl also known as PVC fire to re-start or spread. It offers better ASTM standards and prevalent industry (Unplasticized Polyvinyl Chloride) resistance to burning than many other standards and good practices. Vinyl common building materials. accessories shall be fastened by the use 2. MANUFACTURER Electrical Conductivity: Rigid vinyl of mechanical fasteners to the substrate Vinyl Corp.' possesses low electrical conductivity. in straight lines or smooth curves. 8000 N.W. 79th Place Thermal Conductivity: Rigid vinyl is All Butt Joints, intersections, ends and Miami, Florida 33166 warm to the touch and has a very low corners shall be caulked at time of Phone: 305/477-6464 transmission of heat and cold, and it is installation using an elastomeric caulking. Fax: 305/477-4108 considered an excellent insulator. Consult caulking manufacturer or Vinyl National Watts: Expansion and Contraction:Vinyl Corp.' Corp.'"for specific recommendations. 800/648-4695 wall & ceiling accessories are Limitations Contact Vinyl Corp?"" for manufactured with perforations in the specific recommendations. 3. PRODUCT DESCRIPTION flanges to allow stucco or plaster to flow Stucco & plaster wall and ceiling thru and anchor to substrate. 6. AVAILABILITY AND COSTS accessories are manufactured by Vinyl Accessories have hooks in critical areas Vinyl Corp.' accessories are generally Corp.', using weatherable grade, lead to assure embedment in stucco or priced lower than equivalent products free, virgin vinyl compounds,formulated plaster. These factors, along with the manufactured in galvanized steel, and and tested for exterior use. fastening of accessories to substrate substantially lower than zinc or Stucco & Plaster Accessories: Corner prior to coating, makes the accessories aluminum. Vinyl Corp.' accessories are Beads, Bullnose Corner Beads, Casing part of the building unit and therefore will in stock and will usually be shipped Beads, Bullnose Casing Beads, Control move with it as the temperature changes, within 24 hours after receipt of order. Joints,"F"Control Joints,Corner Control consequently the coefficient of Accessories are marketed nationwide Joints, Expansion (Slip) Joints, Channel expansion of rigid vinyl has little or no through distributors and building supply Reveals, factory fabricated Channel bearing on the installation. dealers. Reveal Intersections, "F" Channel Basic Uses:To produce durable straight Reveals, Soffit Vents, Shadow Reveals, lines, smooth curvatures, arches, soffit 7. PACKAGING Vented Shadow Reveals, Drip Reveals, ventilation; control expansion 275 lb. test, double wall, corrugated Vented Drip Reveals, Corner Expansion contraction, and protect corners and boxes. (Slip) Joints, Weep Screeds and other edges. miscellaneous vinyl accessories. 8. Warranty Information Weatherability: Rigid vinyl compounds 4. TECHNICAL DATA Available upon request. used by Vinyl Corp.' have been Applicable Standards: formulated to withstand the elements. ASTM D-1784 and D 4216 cell class Note: All size references are nominal Physical properties and color are not 13244C dimensions and subject to normal adversely affected by exposure to manufacturing tolerances. ultraviolet (UV) light from the sun. Vinyl All product lengths are 10' unless Corp.' accessories do not contain otherwise stated. plasticizers which could migrate to the surface, and are designed and manufactured to perform in cold or MATERIAL DATA warm climates and in locations where sudden large temperature changes are MINIMUM PROPERTIES ASTM ©0°F ©320F @72°F encountered. Tensile Strength, psi D-638 8,100 7,500 5,900 Corrosion Resistance:Vinyl accessories Tensile Modulus, psi D-638 425,000 400,000 360,000 are impervious to rust, corrosion, Flexural Strength, psi D-790 16,500 14,600 11,200 galvanic corrosion, electrolysis, Flexural Modulus, psi D-790 497,000 470,000 415,000 corrosive coastal areas, and are not Izod Impact(ft.-lbs./in.) D-256 1.1 1.6 3.4 affected by masonry cement additives, magnesium oxychloride cements, or MISCELLANEOUS MINIMUM PROPERTIES ASTM ©72°F calcium chloride additives. Solid Color:Standard color is white. Heat Distortion Temperature(°F @ 264 psi) D-648160 Paint Adhesion Properties:Excellent,no Coefficient of Linear Thermal Expansion priming is required. (in./in. °F x 10-5) D-696 3.45 Durometer"D"Hardness 78+3 Specific Gravity 1.46 For More Information Call Toll Free 1-800-648-4695 or Visit www.vinylcorp.com PHILLIPS Submittal Form Eng/ to Porf.rnr 2.5 Paper Backed Self Furring Diamond Mesh Lath Asphalt saturated kraft building paper has been applied to the lath to control '- �..�a.` '::, , moisture,air flow and reduce air infiltration resulting in improved energy -___ .A._ _ efficiency. Easy to install and ideal as a base for stone, ceramic tile and - e Fm traditional stucco. The paper backing aids in plaster keying and stucco curing, protection of the sheathing during curing and forms the vertical surface behind - the exterior wall cladding(stucco, brick, siding,etc.)that allows moisture to _ � = - '` safely drain out of the wall system. Paper back is available with Flat Diamond Mesh Lath, Self-Furring Dimpled Diamond Mesh Lath and Self-Furring V- - Z Groove Mesh Lath. Product Data and Ordering Information Material: Hot-dipped galvanized Part Number: PB1-2 r". ; Std Wt./ Sheet Pieces Per Bundles Sq.Yds. Sq.Yd. Size Bundle Per Pallet Per Bundle 2.5 27"x 97" 10 25 500 All Phillips products are made in the U.S.A. ASTM and Code Standards Phillips Diamond Lath products meets or exceeds: • ASTM A653 Standard Specification for Steel Sheet,Zinc-Coated(Galvanized)or Zinc-Iron Alloy-Coated (Galvannealed)by the Hot-Dip Process. • ASTM C847 Standard Specification for Metal Lath • Federal Specification UU-B-790A; Style 1,Grade D, Style 2 which is printed on the paper for easy identification. SDS and other technical information available at www.phillipsmfg.com. Leed Credits for Recycled Content MR2-The steel and vinyl used in Phillips Manufacturing products is 100% recyclable. MR4-Phillips Manufacturing steel and vinyl products have a minimum of: Total recycled content: 30% Post-consumer recycled content: 25% Pre-consumer recycled content: 5% Storage Avoid bending or other damage and store in a dry place protected from moisture. ML1115U • :( '/g$o ©2015 Phillip.Manufacturing Company I I (J II((��`��.��f � • ��a� �.3,:� �. _���.r _ ='e. �4., . .,... �; , ._b. ,_ �� �•���_ .. SPEC SHEET BROCO STUCCO ñEmEx Building the future"" PRODUCT DESCRIPTION INSTALLATION Basic Use Mixing Broco Stucco Cement will produce a plaster mortar designed "M" or "FM" as Add two thirds of the water first,then one half of the sand and then the Broco Stucco defined in ASTM C-926 "Standard Specification for Application of Portland Cement.Add the rest of the sand and water to a desired consistency and mix for Cement-Based Plaster." no less than five full minutes.A mixing time from five to ten minutes will increase the yield of your mortar. PLASTER SAND VOLUME Limitations COAT Broco Stucco Cement contains The stucco may be hand or machine applied. The number of coats and the PARTS SHOVELS thickness of the stucco should be consistent with industry standards. a water-repellent agent which Scratch Coat 2v2-4 17-28 is interground with the cement PROPORTIONS FOR BROCO STUCCO during finish grinding.No other One bag of Broco Stucco when mixed with the recommended volume of sand Brown Coat 3-5 21-35 additives are necessary. (ASTM C-897)will produce a stucco mix that will comply with the proportion Finish Coat 21/2-3 17-21 When stucco is to be applied requirements for ASTM C-926, "Standard Specification for Application of to smooth, non-porous sur- Portland Cement-Based Plaster." faces to meet the thickness re- quirements of ASTM C-926,we Curing MATERIALS REQUIRED PER 100 SD.FT' A light fogging with water two times a day for three days will preserve the 1:3 MIX recommend a quality bonding BROCO agent be used to ensure ad- appearance of the wall while minimizing drying shrinkage, cracking and its STUCCO SAND associated debanding. Excessive drying conditions, especially on exposed THICKNESS CEMENT CUBIC equate adhesion. BAGS FEET southwest walls,will require curing immediately following each coat to prevent Size drying shrinkage cracking. 2 6 Broca Stucco Cement is available We recommend that users follow procedures as outlined in ASTM C-926, in 79 pound moisture resistant "Standard Specification for Application of Portland Cement-Based Plaster." sle 2/ 71/2 bags and in bulk containers 3A. 3 9 transported by truck or rail. Note Freshly mixed cement, mortar, grout or concrete may cause minor skin 1 31 1014 irritation.Avoid direct contact where possible and wash exposed skin areas promptly with water. 'Best estimate based on 1 cubic foot of damp loose sand containing 80 lbs.of dry sand meeting ASTM C-897.No allowance for waste. AVAILABILITY WARRANTY Broco Stucco Cement is available throughout the state of Florida and selected CEMEX warrants that the products identified are in accordance with the areas of Georgia and Alabama. appropriate current ASTM and Federal Specifications. No one is authorized Alabama (800)854-2872 to make any modifications or addition to this warranty. CEMEX makes no Arizona (602)416-2600 warranty or representation, either expressed or implied with respect California (909)974-5478 to this product and disclaims any implied warranty of merchantability Colorado (800)848-5871 or fitness for a particular purpose. Florida (800)727-6261 As CEMEX has no control over the other ingredients mixed with this product or Georgia (800)367-1668 the final application,CEMEX does not and cannot warrant the finished work. Kentucky (800)626-6117 In no event shall CEMEX be liable for direct, indirect, special, Ohio (800)8483498 incidental or consequential damages arising out of the use of this Pennsylvania (800)245-1705 Tennessee product,even if advised of the possibility of such damages.In no case (800)352 7582 shall CEMEX's liability exceed the purchase price of this product. Texas-Balcones (800)492-9004 Texas-Odessa (800)927-4838 TECHNICAL SERVICES CEMEX personnel are available to provide technical assistance by contacting GUARANTEES any of the offices listed above. CEMEX, Inc. guarantees Broco Stucco Cement when shipped from our mill or terminals to meet the current requirements of ASTM C-1328, "Standard Specification for Plastic(Stucco)Cement"and ASTM C-91,"Standard Specification for Masonry." fJEmE>< Building the future' U.S. OPERATIONS HEADQUARTERS 840 GESSNER, SUITE 1400 HOUSTON, TEXAS 77024 (713) 650-6200 (800) 999-8529 WWW.CEMEXUSA.COM 6 2006 CEMEX 0106/20K .. sib Product Bulletin Stolit® Acrylic Textured FinishA+o°F +104 dp % 80130 Stolit 1.0 80142 Stolit R2.0 82130 Stolit 1.0 Dark Colors / 80131 Stolit 1.5 80143 Stolit R3.0 82131 Stolit 1.5 Dark Colors 80132 Stolit 2.0 80156 Stolit Freeform 82141 Stolit R1.5 Dark Colors i �I 4 80135 Stolit 3.0 80175 Stolit.75 82156 Stolit Freeform Darkt�; ,im. ..:.. _..___,__ 80141 Stolit R1.5 Colors elliA Technical Data A ready-mixed,acrylic-based exterior or interior textured wall finish. Stolit is used as a decorative and protective REPORT TEST METHOD TEST CRITERIA TEST RESULTS wall coating over prepared vertical above grade concrete,masonry and plaster substrates, and in StoTherm® Surface Burning ASTM E-84 <25 Flame Spread 0 ci Systems. <450 Smoke Developed 5 Flexibility ASTM D-522 4'mandrel bend Pass Coverage 80130/82130 Stolit 1.0: 140-165 ft2 per m2). Water Vapor ASTM E-96 28 days 37 pail(1 80131/82131 Sto ft2 Transmission Stolit 1.5: 120-145 per perms) Modified pail(11.1-13.5 m2). (U.S. erms 80132 Stolit 2.0:75-100 ft2 per pail Accelerated ASTM G-53 2000 hours No deleterious effects @ (7-9.3 m2). Weathering 4000 hrs 80135 Stolit 3.0:55-70 ft2 per pail (5.1-6.5 m2). Chalk Rating ASTM D-4214 2000 hours 9(10=best on scale 1-10) 80141/82141 Stolit R1.5: 135-160 ft2 5000 hours 8 per pail(12.5-14.9 m2). 80142 Stolit R2.0:75-100 ft2 per pail Yellowness Index ASTM E-313 5000 hours 1.50(0=no change; (7-9.3 m) 2=barely discemable 80143 Stolit R3.0:55-75 ft2 per pail change (5.1-7 m2). Freeze-thaw Resistance EIMA 101.01 60 cycles No deleterious effects @ 90 80156/82156 Stolit Freeform 40-130 cycles ft2 per pail(3.7-12.1 m2). 80175 Stolit.75: 160-190 ft2 per pail Mildew Resistance ASTM D-3273 No growth @ 28 days No growth @ 42 days (14.9-17.7 m2). Coverages may vary depending on Salt Spray Resistance ASTM B-117 300 hours No deleterious effects @ application technique and surface 500 hrs conditions. Wind Driven Rain Fed TT-C 555B 24 hour driving rain No water penetration Packaging 5 gal pail(19L). Water resistance ASTM D-2247 14 days No deleterious effects @ 28 Shelf Life days 18 months,if properly sealed and Abrasion resistance ASTM D-968 528 qts.sand No cracking,checking or stored. loss of film integrity @ 1057 qts. Storage Tensile Adhesion(psi) EIMA 101.03 No failure in the EIFS adhesive, Pass Protect from extreme heat[90°F (32°C)],freezing,and direct sunlight. basecoat or finish;minimum 5 psi Adhesion(psi) ASTM D-4541 28 days >90 to concrete Fire Resistance ASTM E-119 No effect on fire resistance rating Pass of existing rated wall assembly VOC(g/L) This product complies with US EPA(40 CFR 59)and South Coast AQMD(Rule 1113) VOC emission standards for architectural coatings.VOC less than 50 g/L. Features Benefits 1 Sto Optilink®Enhanced Polymer Higher resistance to dirt pick-up, mildew and algae Technology growth;Easier to apply and texture Page 1 of 3 sk:). Product Bulletin Stolit® Textured Finishes 2 Vapor Permeable Allows substrate to breathe naturally;resists blisters caused by trapped vapor 3 Ready Mixed Ready to use;no additive needed 4 Integral Color Lasting uniform color 5 Moisture Resistant Repels water;resists wind driven rain 6 Water-based Safe,non-toxic;cleans up with water 7 Low VOC Meets South Coast Air Quality Management District Requirements Surface Preparation Concrete and masonry surfaces: frost,damage,and all bond-inhibiting materials, Surfaces must be clean,dry,and free of including dirt,efflorescence,form oil and other foreign Surface Preparation cont. Health And Safety matter. Loose or damaged material must be removed application of finish. For Stolit.75 and Stolit Dark Health Precautions by water-blasting,sandblasting or mechanical wire Color Finishes,the surface must be primed with the Product is water-based.As with brushing and repaired.Avoid application over irregular appropriate Sto primer,tinted to the same color as any chemical construction surfaces.Resurface,patch or level surfaces to required the finish coating. product,exercise care when handling and smoothness with appropriate Sto leveling Gypsum wallboard surfaces:Wallboard must be WARNING!G! materials.Refer to ASTM D-4258 and ASTM D-4261 taped and fasteners spotted with joint compound. Causes eye and skin irritation. for complete details on methods of preparing Refer to ASTM C-840 and gypsum wallboard Precautionary Statement cementitious substrates for coatings. manufacturer's literature.Surface must be free of Wash hands thoroughly after StoTherm®Exterior Insulation and Finish Systems dust,dirt and other bond inhibiting materials. handling.Wear protective (EIFS):Surface must be free of all bond-inhibiting Surface must be primed with appropriate Sto gloves/protective clothing/eye materials. Sto recommends priming cementitious Primer. protection/face protection. substrates using the appropriate Sto primer prior to FIRST AID MEASURES Eye e Contact:Immediately flush Mixing eyes with plenty of water for at least 15 to 20 minutes.Ensure Mix with a clean,rust-free electric drill and paddle. workability. Limit addition of water to amount adequate flushing of the eyes by A small amount of clean water may be added to aid needed to achieve the finish texture. separating the eyelids with Sto Corp. S155-80130-82156 Attention 3800 Camp Creek Parkway Revision Number:A2.0 This product intended for use by qualified professional contractors,not consumers,as a component of a larger construction Building 1400,Suite 120 Date:06/2015 assembly as specified by a qualified design professional,general contractor or bather. It should be installed in accordance with Atlanta,GA 30331 those specifications and Sto's instructions. Sto Corp.disclaims all.and assumes no.liability for on-site inspections,for its products applied improperly.or by unqualified persons or entities.or as part of an improperly designed or constructed building,for the Tel: 404-346-3666 iii �r nonperformance of adjacent building components or assemblies,or for other construction activities beyond Sto's control. Improper use of this product or use as part of an improperly designed or constructed larger assembly or building may result in serious damage Toll Free:1-800-221-2397 yg �T to this product,and to the structure of the building or its components. STO CORP.DISCLAIMS ALL WARRANTIES EXPRESSED OR IMPLIED EXCEPT FOR EXPLICIT LIMITED WRITTEN WARRANTIES ISSUED TO AND ACCEPTED BY BUILDING OWNERS Fax:404 346-3119 IN ACCORDANCE WITH STO'S WARRANTY PROGRAMS WHICH ARE SUBJECT TO CHANGE FROM TIME TO TIME. For the fullest, most current information on proper application,dean-up.miring and other specifications and warranties,cautions and disclaimers,please refer to the Ste Corp.website, www.stocorp.com Page 2 of 3 v Y sto Product Bulletin Stolit® Textured Finishes Application fingers.Get immediate medical attention. Apply only to sound and clean,dry,properly prepared, If color does not match,STOP-call your Sto Skin Contact Immediately wash frost-free surfaces. representative.For best results always prime skin with plenty of soap and Stolit Freeform:Apply with a clean,stainless steel cementitious substrates.Apply coating in a water for 15 to 20 minutes, trowel.Application thickness varies depending on the continuous application,always working from a wet while removing contaminated pattern or texture desired,(maximum thickness not edge or architectural break to eliminate cold joints. clothing and shoes.Get medical more than 3'16"[4.8 mm]).Texturing may be achieved Minor shade variations may occur from batch to persiattenson if irritation develops or sts. by trowel,special roller or putty knife.Maintain uniform batch(refer to batch no.on pail).Avoid installing Inhalation:If inhaled,remove to texture and minimum 116"(1.6 mm)thickness to help separate batches side-by-side and avoid application fresh air.If not breathing,give promote consistent color. in direct sunlight.Avoid installing new finish adjacent artificial respiration or give All Other Stolits:Apply with a clean stainless steel to weathered or aged finish.Sto Corp.will not be oxygen by trained personnel. trowel to a rough thickness slightly more than the responsible for shade or color variation from batch Seek immediate medical largest aggregate size.Use the trowel to scrape the to batch,variation caused by application or attention. material down to a uniform thickness nogreater than substrate deficiencies,or fadingresultingfrom induction:If vomiting.swaCwea, h NOT induce Call a physician the largest aggregate size.Achieve final texture by natural causes such as weather.See Tech Hotline or poison control center floating with trowel in a figure eight motion;stainless Nos.0694-C,0893-EC and 1202-CF for helpful tips immediately.Never give anything steel trowel for Stolit(pebbled texture finishes)and on prevention of color problems.Protect installed by mouth to an unconscious plastic float for Stolit R(rilled texture finishes). product from rain,freezing,and continuous high person. Once applied,the working time is up to 20 minutes humidity until completely dry. Spills:Collect with suitable depending upon material,ambient temperatures and Curing/Drying absorbentmaterial such as surface conditions. Stolit dries within 24 hours under normal drying D ospo rags. g Disposal:Dispose of in Spray:Apply Stolit with a hand-held gravity feed conditions[70°F(21°C),50%RH].Drying time accordance with local,state or hopper-type sprayer,texture spray pump machine,or varies with temperature/humidity and surface federal regulations. other appropriate equipment such as the StoSilo conditions.Thicker textures require extended Warning:KEEP CONTAINER System or Sto's M-8 Spray Pump.Apply an even coat drying time and protection. CLOSED WHEN NOT IN USE. to ensure full coverage of the surface.Spray application Clean Up KEEP OUT OF THE REACH OF CHILFOR is not recommended for Stolit R(rilled texture finishes). Clean tools and equipment with water immediately INTERNAL NOT UM IMPORTANT:ALWAYS check color for proper match. after use.Dried material can onlybe removed INTERNAL CONSUMPTION. P P FOR INDUSTRIAL USE ONLY. mechanically. Consult the Safety Data Sheet for Limitations further health and safety information.Safety Data Sheet • Use Stolit only when surface and 0893-EC(featuring in EIFS and Architectural Coatings) (SDS)is available at ambient temperatures are above 40°F(4°C)and below when considering dark,intense colors and colors www.stocorp.com ° ° requiring organic pigments. LIMITED WARRANTY 100 F(38 C)during application and drying period. This product is subject to a • Use Stolit Dark Color Finishes • Stolit should not be used on written limited warranty which can only when surface and ambient temperatures are above weather-exposed horizontal,below grade or water be obtained free of charge from 50°F(10°C)and below 100°F(38°C)during application immersed surfaces. Sto Corp. and drying period.For Exterior Insulation and Finish • For Exterior Insulation and Refer to Sto Specifications for Systems(EIFS),select colors with a lightness value of 20 Finish Systems(EIFS),select colors with a lightness more complete information on or greater.Please consult Sto Tech Hotline No. value of 20 or greater. proper use and handling of this • Sloped surfaces:Refer to Sto product. details. Sto Corp. S155-80130-82156 Attention 3800 Camp Creek Parkway Revision Number:A2.0 , This product is intended for use by qualified professional contractors,not consumers,as a component of a larger construction Building 1400,Suite 120 Date:06/2015 assembly as specified by a qualified design professional,general contractor or builder. It should be installed in accordance with Atlanta,GA 30331 those specifications and Sto's instructions.tions. Sto Corp.disclaims all,and assumes no,liability for on-site inspections,for its products applied improperly,or by unqualified persons or entities,or as part of en improperly designed or constructed building,for the ii nonperformance of adjacent building components or assemblies,or for other construction activities beyond Sto's control. Improper Tel: 404 346-3666 use of this product or use as part of an improperly designed or constructed larger assembly or building may result in serious damage Toll Free:1-800-221-2397 ` srs• 565 to this product,and to the structure of the building or its components. STO CORP.DISCLAa S ALL WARRANTIES EXPRESSED OR MIPL.ED EXCEPT FOR EXPLICIT LIMITED WRITTEN WARRANTIES ISSUED TO AND ACCEPTED BY BUILDING OWNERS Fax:404 346-3119 IN ACCORDANCE WITH BIOS WARRANTY PROGRAMS WHICH ARE SUBJECT TO CHANGE FROM TIME TO TIME, For the tidiest,most current information on proper application,dean-up,mixing and other specifications and warranties,cautions and disclaimers,please refer to the Sto Corp.website.Mvw.stocoro corn. www.stocorp.com Page 3 of 3