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1570 W PARK TERR - RESIDENTIAL ADDITION DRAWINGS ' CITY OF ATLANTIC BEACH • 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 ELECTRICAL PERMIT MUST CALL BY 4PM FOR NEXT DAY INSPECTION: 247-5814 JOB INFORMATION: Job ID: 16-RADD-96 Job Type: RESIDENTIAL ADDITION Description: ADDITION/REMODEL Estimated Value: $240,000.00 Issue Date: 2/25/2016 Expiration Date: 8/23/2016 PROPERTY ADDRESS: Address: 1570 W PARK TER RE Number: 171942-0000 PROPERTY OWNER: Name: BROWN, MAUREEN A Address: 1570 W PARK TER GENERAL CONTRACTOR INFORMATION: Name: NEW CENTURY CONSTRUCTION, INC Address: 2111 CORPORATE SQUARE BLVD QA MICHAEL JOSEPH CASCONE Phone: - - FEES: ENG REV RESIDENTIAL BLD $100.00 PLAN CHECK FEES $450.00 UTIL REV RESIDENTIAL BLDG $50.00 BUILDING PERMIT FEE $900.00 STATE DCA SURCHARGE $13.50 STATE DBPR SURCHARGE $13.50 Total Payments: $1,527.00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. • c - DO - c NOTICE OF COMMENCEMENT State of 'f(011 County of DWiGt.t Tax Folio No. To Whom It May Concern: The undersigned hereby informs you that improvements will be made to certain real property,and in accordance with Section 713 of the Florida Statutes,the following information is stated in this NOTICE OF COMMENCEMENT. Legal Description of property being improved: //1A9 1b-2S- air ,Se 0.- mot nu,. 1.1,b (2- — Address of property being improved: 1 lf) {JOY k 1-eWtiit Via%/ ft. 37233 General description of improvements: L.ki bill Ok I941ro M +' ipoekftvirom Ou d AM N or %∎AV iDY re,noit* b nc Owner: Q.44,c 4 Tiro,(,j Uttovi&y Address: 1A7q Sfoor bi II 54eei- N- ‘31ty 5 7-224 Owner's interest in site of the improvement: - Fee Simple Titleholder(if other than owner): - Name: Contractor: N.4.14 Co1(.j CIMICfi(►&c. pN Address: 2111 aquae& 5q wv'e (3k v4 cloyc V.-21(9 Telephone No.: qoq 120 L '% Fax No: '•lo 4 I TO 010.4 Surety(if any) — Address: Amount of Bond$ Telephone No: - —_— Fax No: Name and address of any person making a loan for the construction of the improvements Name: Address: — Phone No: Fax No: Name of person within the State of Florida, other than himself, designated by owner upon whom notices or other documents may be served: Name: - Address: Telephone No: -_—__ Fax No: In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 7I3.06(2)(b), Florida Statues. (Fill in at Owner's option) Name: -------------------------- Address: - --- - - Telephone No: � ------ --------Fax No: ------------- ---------------- Expiration date of Notice of Commencement (the expiration date is one (I)year from the date of recording unless a different date is specified): THIS SPACE FOR RECORDER'S USE ONLY OWNER Signed: Date: 1 g b Before me this —day o J s , in the County f Duval,State Doc#2016030835,OR BK 17457 Page 122. Of Florida has personally appeared '!( T�;jl Number Pages: 1 Personally Known: / — or -------------------------- ----- Recorded 102016 at 12:55 PM, Produced ldentificat',:y: Ronnie Fussell CLERK CIRCUIT COURT DUVAL Notary Public: / 114 ' - COUNTY �' - My commission expire RECORDING$10.00 — -- :;:Y'1i1 , ELIZABETH C.HIGGS :.: Commission#FF 107952 ;,- Expires July 21,2018 I' ati ' 3ontel MN Troy Fro!nom..900-3857919 I ri yL CITY OF ATLANTIC BEACH T . s, Building Department a s-- 800 Seminole Road J - �r Atlantic Beach,Florida 32233 \�` (904)247-5800 PLAN REVIEW COMMENTS Permit Application # /6 -R/900 - 96 Property Address: /,S 7 0 POI'/ l er, le/es Applicant: 4"PGv Geii/ors/ Coo.57/roc-4e v1 Project: /70fc/>>/iOh —//?-Pm00/9/ This permit application has been: El Approved air Reviewed and the following items need attention: _ Q L a be/ a// R00%r,s in //e - cra/a/5 f1o4 a real Pia-- re, bmy7 ez e / i C0co10i-e2 ) Fro,7) -0)e 42o/e/ 1C/or/c/a go:/d.H Code •-6xi &�,, aoa CAot., s-e cf /neMMoo/ o / lra.'o,_ ,Gei o// o I a -era //OA-), 3‘,6,7-7),-71--- 1290/y /h le#e,- -to e"fr.,/ f cope S,-* ?lee/here/eel, 70 he CY A-L.201 710 S7rgg/c �//va// pian ,p& , ,r-5 7t -V -P/ _ rA Ike .'C..71C# /in it/t 4 TI671 y)-1 I!k r O r, ,?t a/ p a .1 Si• b v-,G 4 I„ cJ Z.': .-.---A ic. 3p3/ /6 rn v vine i Pm Please re-submit your application when these items have been completed. Reviewed By: filly- Date: o`Z/-/6 �,SJarife., City of Atlantic Beach APPLICATION NUMBER �� Building Department (To be assigned by the Building Department.) 800 Seminole Road /LI PI9 Z _9b 9:44,4 :, Atlantic Beach, Florida 32233-5445 /" Phone(904)247-5826 • Fax(904)247-5845 2 '�D;11 E-mail: building-dept @coab.us Date routed: /J//0 City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: /6-70 4-4 71/ (/V Department review required 110= o • Bui .i • . M _ Applicant: A/G N e ✓/key Weirhed :=I- . -- - Tree Administrator C- Project: AaihiM 0/6 , Pubti � •__.� u.Iic Safety Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection Florida Dept. of Transportation St. Johns River Water Management District _Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: (:Approved. []Denied. (Circle one.) Comments: :UILDING PLANNING &ZONING Reviewed by: Date:o� �1 /(7 TREE ADMIN. Second Review: Approved as revised. ❑Denied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ['Approved as revised. ❑Denied. Comments: Reviewed by: Date: Revised 07/27/10 c. FILE Copy 1 9 9 1 • 2 0 1 6 MOVEIGH&MANGUM Muum I mIJ w E N G I N E E R I N G • I N C Plans Reviewer City of Atlantic Beach Building Dept. 800 Seminole Road Atlantic Beach, FL 32233 RE: Permit#: 16-RADD-96 Alloway Residence %d ,1✓ t 1570 Park Terrace West MME#: 15167 To whom it my concern, The referenced project consists of alterations and an addition. The addition was designed in accordance with Chapter 11 of the 2014 Florida Building Code—Existing Building. Since the alteration to the existing building is less than 50% of the aggregate area of the building, this building is a level 2 alteration. The alterations resulted in no additional lateral loads on the structure and no lateral resisting elements were disturbed. Modifications to gravity carrying elements were designed to comply with the 2014 Florida Building Code. If you have any questions, please call. /P Sincerely, H. Carrington McVeigh, P.E. `'oNGTON'-,,, L ,CEN ••.�C REVIEWED FOR CODE COMPLIANCE � F'�GF��= CITY OF ATLANTIC BEACH • SEE PERMITS FOR ADDITIONAL REQUIREMENTS AND CONDITIONS r .••.1�A OFD'•.Q F , 1t 11'1N'q ., IREVIEWED BY: DATE: '',,,I,,,II11L,E1{I0" �•� STRUCTURAL • MECHANICAL • ELECTRICAL • PLUMBING • LEED • COMMISSIONING • BIM 9133 R.G.Skinner Parkway • Jacksonville,FL 32256 • (904)483-5200 • www.mcveighmangum.com ATLANTA,GA • CHARLOTTE,NC JACKSONVILLE,FL BUILDING PERMIT APPLICATION CITY OF ATLANTIC BEACH 800 Seminole Road,Atlantic Beach, FL 32233 OFFICE COPY Office (904)247-5826 Fax(904)247-5845 Job Address: 61O 12k0 e- faV Wes/ Permit Number: g'R#400 '96 Legal Description Z/-‘, 1 b--25 J 2q E . g P 5eivu law ii LL 'k 2- Parcel # I 1 I'142 -JJOO Valuation of Work$ d0() Floor Area of Sq.Ft. q• t Proposed Work heated/cooled CM 5 non-heated/cooled Class of Work(circle one): New A rt' Alteration Repair Move Demolition pool/spa window/door Use of existing/proposed structure(s)(circle one): Commercial R n al ' If an existing structure,is a fire spri kler ystem installed?(Circle one): Yes cd9 N/A Florida Product Approval# Ste agtOled For multiple products use product approva orm Describe in detail the type of work to be performed: ikatiiion b}' flew bu m * lot (1)-b Al avtd millet/ ire ov0 WY> -40 KiCh 0(1 1,IireYt or Property Owner Information: 1 Name:2O(.1- +.16t NtbW"y Address: i. 9-1:66t i 1Ct 4e000I)I II 1" City •, ,k 00iiiIle, StateZip 32224 Phone q -`61 0... Wk13 E-Mail or Fax# (Optional) Contractor Information: CONTRACTOR EMAIL ADDRESS: nCC 1 Y1 L e-(;(m(,ac{ ner Company Name: ��Q, &A (04,- (&I''i Do Quali ing Agent: I� I allitr✓i J_ Cjt.0 LC�Lfi Address: 2111 f oY11.ke i&, 0ikid City 4 Gie-6041k State Iv zip 3 LZ.I L Office Phone C(OL1 7 Iibib Job Site/Contact Number Fax# 'p4' '12a 05524 State Certification/Registration# CA3C.,O5q 3c1I Architect Name&Phone# Engineer's Name&Phone# Ant-Neagh +' ttAartiao Fee Simple Title Holder Name and Address Bonding Company Name and Address Mortgage Lender Name and Address 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 laws regulating construction in this jurisdiction. This permit becomes null and void if work is not commenced within six(6)months, or if construction or work is suspended or abandoned fora period of six 6)months at any time after work is commenced. I understand that separate permits must be secured for Electrical"Work,Plumbing,Signs, Wells, Pools, Furnaces,Boilers,Healers, Tanks and Air Conditioners,etc. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. I hereb certify that I have read and examined this a plication and know the same to be true and correct. All provisions of laws and ordinances governing this .type ofwork will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the 7rovisions of any other federal,state, or local law r lating construction or the performance of construction. Signature of Owner 1 Signature of Contractor-. �a-�.�.:_. 'rint Name •1jai(l aA,o w(1 u ,� Print Name 'AldiAdP.l \i• Cj,1,5imw, 3eforg�.me Before me pis th Day of `1(Jr11ft.(A)(� _20 lb this _`4_ Day of AlkiN`, ,2011 ,I. r _ ,.'t ' P:ETH C.HIGGS "'"°." .e'• ELIZABETH C.HIGGS (otaty Public .: •; i§sTon#FF 107952 �� I` •••t;AL •mmission.#FE_107952 �u+ Notary Pu• is �:t r tee, Expires July 21,2018 y -�-1!.ir Expires July 21,2018 '•'a'f os s...•' 8aWd Tara Troy Fain Insurance 800385.7019 fZ� ,�`•• Ball{ad((T�Aru Troy`Fa 7n Insurance 076385-7019 �.. A,YIJl.d /T.26.10 DO NOT WRITE BELOW- OFFICE USE ONLY Applicable Codes: 2010 FLORIDA BUILDING CODE Review Result (circle one): Approved Disapproved Approved w/ Conditions Review Initials/Date: /71(\ / - .2S-/6 _. _._ ..-.... UU • A AN T311 4.Development Size :.,� I Habitable Space 959 Sr Non-Habitable Impervious area Miscellaneous Information Occupancy Group Q 3 Type of Construction V 13 Number of Stories Zoning District R S - L- Max. Occupancy Load Fire Sprinklers Required Flood Zone Conditions/Comments: -sue• City of Atlantic Beach APPLICATION NUMBER r +el. al y Building Department (To be assigned by the Building Department.) 800 Seminole Road /� �AvA _�� j -, Atlantic Beach, Florida 32233-5445 Phone(904)247-5826 • Fax(904)247-5845 2 -'�o;�ty: E-mail: building-dept@coab.us Date routed: / /J /{O City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: /57o / 2rA /r/ j,t Department review required Yes No � /A 1' £/j Buil•int • /`` Applicant: / VG 4/ key ( i�14 ' annina&Zo•.-. / J Tree Administrator �Project: D2)/74 - /�-' /11-0C& t% Public A • tic U t U lic Safety Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection Florida Dept. of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: ['Approved. [ Denied. (Circle one.) Comments: C M Cij BUILDING PLANNING &ZONING Reviewed by -,••"l 1-----" Date: 2 TREE ADMIN. Second Review: izsi Approved as revised. nDenied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Z../.7' Date: 4/l-.3,/` FIRE SERVICES Third Review: ['Approved as revised. ❑Denied. Comments: Reviewed by: Date: Revised 07/27/10 ZONING REVIEW COMMENTS `) *, \ s1 City of Atlantic Beach T5110 Building and Zoning Department 800 Seminole Road Atlantic Beach, Florida 32233-5445 i J J35�f- Phone: (904) 270-1605 Fax: (904) 247-5845 Email: dreeves @coab.us Date: 1/22/16 Permit: 15-RADD-96 Applicant: New Century Construction Review: 1st Address: 2111 Corporate Square Blvd,Jacksonville, FL 32216 Site Address: 1570 Park Ter W Phone: (904)720-1876 RE#: 171942-0000 Email: nccinc @comcast.net Correction Comments 1. Rear Setback: The distance to the rear property line is shown to be 20' on the Site Plan. However, when comparing the survey measurement of 46'8" from the rear property line to the wall of the kitchen and plan measurement of 28' from the kitchen wall to the end of the addition, the addition would be at 18'4" and not 20' as shown in the Site Plan. Please clarify on a Site Plan drawn to scale. Include measurements of the existing structure and addition as well as setbacks on the Site Plan. 2. Tree Removal: Please submit a Tree Removal Permit Application if any trees are to be removed. If no trees are to be removed,then please fill out an Affidavit of No Tree Removal. Both forms are available on the city website under "Planning and Zoning" and at City Hall. Also please be aware that codes have recently changed. If you are unsure about how the new codes effect your project, please submit a Tree Removal Permit and staff can then determine if it is necessary. Derek W. Reeves Planner dreeves @coab.us V ■\. -SyL�l;y4 City of Atlantic Beach APPLICATION NUMBER 4=r r \ Building Department CEIVED (To be assigned by the Building Department.) ,s 800 Seminole Road Q 6 ov Atlantic Beach, Florida 32233 5445 JAN ] A /" �� Phone(904)247-5826 • Fax(904) 845 22 '`��0;tisr v E-mail: building-dept @coab.us :�� Date routed: / /J/�O City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: /6-7e 4-4 7j - A Department review required No . l_Buil.i . � Applicant: NEW de/V/keit/ d /eicho ✓ .�nnin• & •�'.:.. / Tree Administrator Project: Av7)/�,3Y) A./I20Ut. (Public i • 4 'ralllrl�Iillq[_t. , M •u.lic Safety Fire Services Review fee $ 2-C-- Dept Signature , • Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept.of Environmental Protection Florida Dept. of Transportation St. Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: proved. ❑Denied. (Circle one.) Comments: BUILDING PLANNING &ZONING Reviewed by: Date: (6 TREE ADMIN. Second Review: ❑Approved as revised. ❑Denied. PLICKKS Comments: IC UTIE KS--.) PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ['Denied. Comments: Reviewed by: Date: Revised 07/27/10 . City of Atlantic Beach APPLICATION NUMBER (/ 1 , Building Department, (To be assigned by the Building De artment.) 800 Seminole Road ' 1 ' P '9b r� Atlantic Beach, Florida 32233-5445 Phone(904)247-5826 • Fax(904),247-584 N 4 2016 22 • o;t 0. E-mail: building-dept @coab.us Date routed: / /J/0 City web site: http://www.coab.us % APPLICATION REVIEW AND TRACKING FORM Property Address: /6".-7( 4- td Department review required Yes No e cc/, 1 /� Buil•i •• Applicant: &u t,v,&zit, effisileiche,v ' annin. & • • Tree Administrator Project: i /TY) - Ante;a/61- Public A • IC ii U lic Safety Fire Services Review fee $__ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept.of Environmental Protection Florida Dept. of Transportation St. Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: ❑Approved. P6enied. (Circle one.) Comments: JLe oaUO,,Q Comj 0:4l BUILDING PLANNING &ZONING Of, .,�_ Reviewed by: � `, Date: 47/4 TREE ADMIN. Second Review: Vpproved as revised. Denied. PUBLIC WORKS Comments: -It" liOtteiett (,�/_�/PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: W. J` Date: 4 / 6 FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. Comments: Reviewed by: Date: Revised 07/27/10 i CITYs 0 rL`JY el OF ATLANTIC BEACH DEPARTMENT OF PUBLIC WORKS :� l 1200 Sandpiper Lane %+ /1 f Atlantic Beach,FL 32233-4318 M t) TELEPHONE:(904)247-5834 ?> :.__ FAX (904)247-5843 +tya - www.coab.us CONTRACTOR: DATE: 1-22-2016 New Century Construction PERMIT# 16-RADD-96 2111 Corporate Square Blvd. ADDRESS: 1570 Park Terrace W. Jacksonville, FL 32224 Fax: 720-0824 PERMIT APPLICATION FOR ADDITION/REMODEL Your permit application has been denied by the Public Works Department for the reasons listed below. Please submit this information at your earliest convenience in order that we may approve your application. If you have any questions,please contact Scott Williams,Deputy Public Works Director at 904-247-5834 or email swilliams@coab.us. PUBLIC WORKS CORRECTION ITEMS: (Submit the following information to the Public Works Department) **Provide c•nstru• '•n site ana:ement p . ,' cludin: = atio •f du •- - .nd po - = - toilet. •':• -• . •-rmit is required if using righ •• -w for • struction p. ng. **Pry d • ina:- •rnss•• in - •po: .ph 'ow . • " ,e - **P • I,-,I•Ilr o ion .nd -dim- con • • -• with i . . •• •= - . **Provide i •pervious sur ace calculations for entire lot(existing and post construction). **Section 24 66(b)of the Land Development •-:ulatio•s requires on-sit- or-•e for incr-- ed run-off if adding 400 SF or more impervious s rface. • ; '•- Delta volum- alculations a • on-site - -ntion req -• per Section 24-66(b). (See attached information sh_- . **Recommend Owner/Contractor meet with Deputy Public Works Director Scott Williams to discuss proposed construction. Call 247-5834 to make schedule an -••• • ent. **- •e i able - oachm-- Permit mus ,wro• ained. **P •vide . pre-construction topographic survey prepared by a Florida Licensed Professional Land Surveyor,showing 1'contours. PUBLIC WORKS CONDITIONS OF APPROVAL: (The following comments will be printed on your permit as Conditions of Approval) **Full erosion control measures must be installed and approved prior to beginning any earth disturbing activities. Contact Public Works(247-5834)for Erosion and Sediment Control Inspection prior to start of construction. **All silt must remain on-site during construction. **If on-site storage is required,a post construction topographic survey documenting proper construction will be required. **POOL-Wellpoint(if used)must discharge into vegetated area 10'minimum from street or drainage feature(swale,structure or lagoon). A separate pool permit is required. **Roll off container company must be on City approved list and container cannot be placed on City Right-of-Way.(Approved: Advanced Disposal, Realco, Republic Services,Shappel's and Waste Pro.) **Full right-of-way restoration,including sod,is required. **Any utility cuts in the road must be repaired using CO1 Standard Detail Case X and must be overlaid 10 feet in each direction from the center of the cut. Repair must be shown on the plans. cc: Toni Gindlesperger,Bldg.Dept. R.O.W.Permit Attachment of for R.O.W. Permit# issued ,200_ Atlantic Beach,FL 32233 Owner's Name: 4 tP0-1 Property Address: 610 O Q&(Ili --(011 ,Qc kV PAt cfin, Subdivision: 0Aldk�14ti Lot#/Block#: 3 R.E. #: j'l1Ftik2,0000 REVOCABLE ENCROACHMENT PERMIT THIS REVOCABLE ENCROACHMENT PERMIT, issued on this day of , 200_, by Atlantic Beach, Florida, a municipal corporation organized and existing under the laws of the State of Florida,hereinafter referred to as"CITY" and -b% JLLt.1 • of Atlantic Beach,Florida,hereinafter referred to as"USER". J WITNESSETH: That the CITY does hereby grant the USER permission on a revocable basis as described herein the right to enter upon the property of the City of Atlantic Beach for the purpose as described in the City of Atlantic Beach Right-of-Way/Easement permit numbers noted above(copies attached). f_ This work is generally described as: 6i41`�'t \Lj p 1 i li S LVl CA 1L\ t(pr 0I t\J L Any facility maintained, repaired, erected, and/or installed in the exercise of the privilege granted remains subject to relocation or removal on thirty (30)days notice by CITY to the USER, said notice to USER shall be given by certified mail, return receipt requested, to the following address: The depositing of said notice of cancellation in the United States mail shall constitute the notice of cancellation and the burden is upon USER to keep the CITY informed of USER's proper address. The USER shall promptly make any and all necessary repairs to any facility erected or maintained in the exercise of the privilege herein granted and shall at all times maintain said facility in good and safe condition. In the event it is necessary for the CITY or the City's approved representative or other franchised utility to enter upon the above-described property of the CITY, the USER shall replace at the USER's sole expense, any and all material necessarily displaced during the action of maintaining, repairing, operating,replacing, or adding to of the utilities and facilities of the CITY or franchise utility provider. The facilities allowed by the permit shall meet the current requirements of the City Code, Building Codes,Land Development Code,and all other land use and code requirements of the CITY, including City Code Section 19-7 (h) which states "Driveways that cross sidewalks: City sidewalks may not be replaced with other materials, but must be replaced with smooth concrete left natural in color so that it • matches the existing and adjoining sidewalks." Page 1 of 2 The USER, prior to making any changes from the approved plans and/or method, must obtain • written approval from the City of Atlantic Beach, Public Works Department, for said change. The USER shall,at the discretion of the CITY,be requested to submit as-built drawings showing the change within thirty(30)days after the day of completion. This permit shall insure to the benefit of, and be binding upon, the USER and their respective successors and assigns. USER shall meet the terms and conditions of this permit and to all of the applicable State and CITY laws and/or specifications, to include utilities locate requirements and use limitations/requirements of public rights-of-way and other public land. USER further agrees that the CITY and its officers and employees shall be saved harmless by the USER from any of the work herein under the terms of this permit and that all of said liabilities are hereby assumed by the USER. DATED and SIGN.. % this 414' day of Fe b rva ry ,24L/ • By: _ �... Proper ner (to be signed in presence of the otary) STATE OF FLORIDA COUNTY OF DUVAL On this Lek day of Ire OrU , 20$(g personally appeared before me, a Notary Public in d for said County and State, (2t�S 14-IIOwty , the property owner of P rc l ed I 5---R-6 'a r , Atlantic Beach, Florida, known to me to be the person(s)FL DI— • described in and who executed the foregoing instrument; who acknowledged to me that he or she executed the same freely and v•luntarily and for the uses and purposes therein mentioned. A 4 / et / •••:*:.tip. AID(N.POWERS • ry Public in for said County and State :. MY COMMISSION it FF 897944 EXPIRES:July 12,2019 • p%:h'is- Bonded Thru Notary Public Underwriters CITY OF ATLANTIC BEACH,FLORIDA,a municipal corporation: Approved: Ricky L. Carper,Public Works Director For Permits where city sidewalk is impacted, City Manager approval required: Jim Hanson,'City Manager Page 2 of 2 . 1..JA),,r�J • S ,;- Comp. By: SRW ,________j Date: 2/5/2016 Public Works Department City of Atlantic Beach Permit No: 16-RADD-96 Address: 1570 Park Terrace West Required Storage Volume Criteria: Section 24-66 of the City of Atlantic Beach's Zoning, Subdivsion, and Land Development Regulations requires that the difference between the pre-and postdevelopment volume of stormwawter runoff be stored on site. Volume of Runoff is defined as follows: V=CAR/12 Where: V=Volume of Runoff C= Coefficient of Runoff A=Area of lot in square feet R= 25-yr/24-hr rainfall depth(9.3-inches for Atlantic Beach) Predevelopment Runoff Volume: Lot Area(A) = 21,000 ft2 Runoff Coefficient Area Lot Area Description (ft) (ft2) "C" Wtd "C" Impervious 7,079 21,000 1.00 0.34 Pervious 13,921 21,000 0.20 0.13 Runoff Coefficient(C)= 0.47 Runoff Volume V= 0.47 x 21,000 x 9.3 / 12 V= 7,644 ft3 Postdevelopment Runoff Volume: Lot Area(A) = 21,000 ft2 Runoff Coefficient Area Lot Area Description (ft) (ft2) "C" Wtd "C" Impervious 8,033 21,000 1.00 0.38 %ISA= 38.3% Pervious 12,967 21,000 0.20 0.12 Runoff Coefficient(C)= 0.51 Runoff Volume V= 0.51 x 21,000 x 9.3 / 12 V= 8,235 ft3 Required Storage Volume DV= Postdevelopment Runoff Volume- Predevelopment Runoff Volume DV= 8,235 - 7,644 DV= 591 ft3 Retention Park Terrane West 1570 2/5/2016 YS -Lyrin s Comp. By: SRW S') Date: 2/5/2016 Public Works Department City of Atlantic Beach Permit No: 16-RADD-96 Address: 1570 Park Terrace West Provided Storage: Elevation Area Storage (ft) (ftZ) (ft3) ? 10.0 184 0 BOTTOM ? 23 X 8 ? 10.5 250 109 TOB ? 25 x 10 Elevation Area Storage (ft) (ft) (ft3) 0 BOTTOM 0 TOB Elevation Area Storage (ft) (ft) (ft3) 0 BOTTOM 0 TOB Inground storage=A*d*pf A=Area= 250.0 d=depth to ESHWT= 7.0 pf= pore factor= 0.3 Inground Storage= 525.0 ft3 Required Treatment Volume= 591 ft3 Supplied Treatment Volume= 634 ft3 Retention Park Terrane West 1570 2/5/2016 /.f'U f tirk Gk 1- /6 94 /i 0 u 17-t Wont 1/01r k .224 v q 9 k - 29,2 6:13 ea litr ti 39, 4r X /0 se/w,4 1cr k 11, S Poi/4 09✓XJ 3.2 ,< � k � / 41.3 )00.1 Pod gcr .x3 T 07 f It << Its •7 ' 601 /6 x jr,1- f 910 14'2 5117 ro kik, 410 16 I ":/ 411:h 9r 4i 1-04-v so3 346,z.r ,43 0 .v�._ ___._.........__ _M. TREE & VEGETATION AFFIDAVIT ! fi .j r'r ' City of Atlantic Beach r `°':" Department of Community Development �`VN• ' Planning&Zoning Division 800 Seminole Road Atlantic Beach,FL 32233 `�--___ (P)904 247-5800 (F)904 247-5845 PERMIT# SECTION I-APPLICANT INFORMATION k Owner(s) 1— Legal Authorized Agent* NAME OF APPLICANT K' Pdl�vtitk. ("l itiiV.e0W V1'e,r) NAME OF COMPANY \i2') C a cu 1, ADO l all ttapt9 • ADDRESS OF COMPANY fut wrowett Sotv.t e, lV Lt cjct I v 3''2 PHONE q0 1 (0 CELL EMAIL ii\.C(ii VI Cr e-tew CLI.S'1• iieT CONTRACTOR CERTIFICATION NUMBER LPL oVri i:I I ATLBCH BUSINESS TAX RECEIPT NUMBER . • SECTION II-SITE INFORMATION STREET ADDRESS OF PROPERTY 610 .P(1(V„, e>+i &(e, v J. t,n t • . (1,,1 Fl„, 3 lion address has not been assigned to this property,contact the AB Building Department at(904)247-5826 to request an address. LEGAL DESCRIPTION 11-C. I b-3S-'ic e, semi. may rota U,Vl k LOT G„) BLOCK 3 SUBDIVISION u`(.N\itiIV\O REAL ESTATE NUMBER j k tA 2 - WOO LOT OR PARCEL SIZE: 12,,I,000 SQ FT AC RESIDENTIAL Ni- COMMERCIAL OTHER(SPECIFY) yet .�:nrr�wrJe'a1y�.s.�^�-.-- Lit$e-�..�{1i16335F� x..Yd.�'.s�tffieti,isi'tY�::.'�5ia" ...,,.,.._s . ... :.:._,�.t= `z:.s� I affirm that I have reviewed the provisions of Chapter 23, "Protection of Trees and Native Vegetation"of the Municipal Code of • I Ordinances for the City of Atlantic Beach,FL and/or 1 have participated in a pre-application meeting with the Administrator of those regulations. Su tly,1 a,• • that no regulated trees and no regulated vegetation will be damaged,destroyed and/or removed from the a o e-des ibed o adjac nt properties in conjunction with this project. i/ • 4 SIGN RE OF OWNER SIGNATURE OF OWNER ` Signed and sworn before me on this ( day of q�)f.•uary, ��.by State of I=�- 205 {A- ((0w County of DUveA • Identification verified: P L Oath sworn: Yes t No ,. . ...me Ai AIAr / a: , _ MY COMMISSION II FF 897944 ary Signature EXPIRES:July ?t,;.r:. mx a ` B01d°dTh"'rown unaen tars My Commission expires: 0-q-1 1212 01,41 • r"-1 y, l/ .O /j,', Comp. By SRW to Date: 1/22/2016 Public Works Department City of Atlantic Beach Permit No: 16-RADD-96 Address: 1570 Park Terrace West Required Storage Volume Criteria: Section 24-66 of the City of Atlantic Beach's Zoning, Subdivsion, and Land Development Regulations requires that the difference between the pre-and postdevelopment volume of stormwawter runoff be stored on site. Volume of Runoff is defined as follows: V= CAR/12 Where: V=Volume of Runoff C= Coefficient of Runoff A=Area of lot in square feet R=25-yr/24-hr rainfall depth(9.3-inches for Atlantic Beach) Predevelopment Runoff Volume: Lot Area(A) = 21,000 ft2 Runoff Coefficient Area Lot Area Description (ft) (ft2) "C" Wtd "C" Impervious 7,079 21,000 1.00 0.34 Pervious 13,921 21,000 0.20 0.13 Runoff Coefficient(C)= 0.47 Runoff Volume V= 0.47 x 21,000 x 9.3 / 12 V= 7,644 ft3 Postdevelopment Runoff Volume: Lot Area(A) = 21,000 ft2 Runoff Coefficient Area Lot Area Description (ft2) (ft2) "C" Wtd "C" Impervious 8,033 21,000 1.00 0.38 %ISA= 38.3% Pervious 12,967 21,000 0.20 0.12 Runoff Coefficient(C)= 0.51 Runoff Volume V= 0.51 x 21,000 x 9.3 / 12 V= 8,235 ft3 Required Storage Volume DV= Postdevelopment Runoff Volume-Predevelopment Runoff Volume DV= 8,235 - 7,644 DV= 591 ft3 Retention MASTER WATER RETENTION 1/22/2016 :, Comp. By: SRW %► s, Date: 1/22/2016 Ji Public Works Department City of Atlantic Beach Permit No: 16-RADD-96 Address: 1570 Park Terrace West Provided Storage: Elevation Area Storage (ft) (ft) (ft3) 7 • 10.0 184 0 BOTTOM ? 23 X 8 ' ? 25x10 ? 10.5 250 109 TOB Elevation Area Storage (ft) (ft) (ft3) 0 BOTTOM 0 TOB Elevation Area Storage (ft) (ft) (ft3) 0 BOTTOM 0 TOB lnground storage=A*d*pf A=Area 250.0 d=depth to ESHWT= 7.0 pf= pore factor= 0.3 Inground Storage= 525.0 ft3 Required Treatment Volume= 591 ft3 Supplied Treatment Volume= 634 ft3 I I I I Retention MASTER WATER RETENTION 1/22/2016 el/22/2016 13:58 9042475843 ATLCBEACH CITY WORKS PAGE 03/03 // 4 - 9 kz C4 fir "11' foo . r CQ urAti 39 ,t' SC/a 2 rz PI, 3 ` d 4444 IQ T F 3.4y /b `i a i k y fj - At,/4sit I IJ3' A'3 v'i ' 107r /0 je, r. g t ,Derv/ i��' y /l = 481 4'9 17 " \x- L� J / 411-41 ,4 ?d7f 1, r 1033 7 . . tORDERED BY: " The Law Offices of Rod Schloth ,/,,, ,,y.F.,i y4 - 2187 S Third St ' 4''�i+`Ll Jacksonville Bch, FL 32250 .a • i 904-372-9351 • beach®rod-law.com _• PROPERTY ADDRESS: 1570 PARK TERRACE WEST ATLANTIC BEACH,FLORIDA 32233 SURVEY NUMBER:FL1506.3003 FIELD WORK DATE:6/19/2015 REVISION DATE(S):IREV 1 6/22/20151 815063003 COUNTRY CLUB LANE BOUNDARY SURVEY ST��IP) RIVAL COUNTY TABLE: L 1 5 I I°56'5O•E 92.81'(P) 5II°57'08'E 92.80(M) ®Q � I. L.O'I9 1 ' 2a OAlli� B�3 1 1••4 m O I ��•a B.R i1A5�O (P) 1 � 0 I N 78 p3' 175 1 ,/ 1 u10 1 N7e,O3'IO'0 N I"J z \ ,�� - ' \ �� 1 cry y rte-1��A ae,� ��:� .��►�` .>'. 1 L2;firth 9,.., •� _12 a' ►..••• 5 6? • ZZ g2.5', tA.3 r ..O'1 .� 1 54 A. N 91 ,A t - N ?m0 5 a�F= 016 N8t �1 16.1• 5 `--k •;r'�I10, $ 14 * 0. 4.1 tt$i, 0/0/ , g.-- V01101414'' t-ii 00r, * 1 9•T• 6'W ,....."y 'l 1 9 p0,ti) 1 m o R a05'% W 11�k.72( 1 �� 918002T c, N :, 1,01 7 1.11 A. rO1NS 911;3 01d se y� NOTES: /hereby.: , , • IAAF $tv,y".•. . .• described SETBACK INFORMATION 9rOWN ON PLAT,NOT veRJr1[D dropped made under • :•.,• ' •to pe best of my reNCE OWM0 hlP NOT DETERMINED M survey that`.., Ste slarderds•M C7 r+bvlh by die Florida Bowl Of••W. ;: ` • ' �a as described h 40 0 20 40 fit GulofxSll7,.?.. ,.: S.Code.S17RVANOa GRAPHIC SCALE (In Feet)swaaRaisPt Mark I r Jotnson �wrow 1 inch = 40' ft. � Woo No.6672 ' Use of This Survey for Purposes other than Intended.Without Written Verrfitatan.oWl be at the Users Sole Rnk and Without Lability to the Surveyor. Nothing hereon shall be Construed to Give ANY Rghts or BeneAt,to Anyone Other than those Ceruned. FLOOD INFORMATION: POINTS OF INTEREST BY PERFORMING A SEARCH WITH THE LOCAL GOVERNING NONE VISIBLE MUNICIPALITY OR W W W.FEMA.GOV,THE PROPERTY APPEARS TO BE LOCATED IN ZONE X.THIS PROPERTY WAS FOUND IN THE CITY OF ATLANTIC BEACH,COMMUNITY NUMBER 120075,DATED 06/03/13. NORITA BIRDSONG SUSAN KENNEDY REALTOR* REALTOR' CLIENT NUMBER:RS15-2682 DATE:6/22/2015 ,h'1� COLDWCI_L BANI(C'_R Cl BUYER:ROSS G ALLOWAY&TRACY P ALLOWAY "" 964710 3613 904.349.798$ SELLER:MAUREEN&PATRICK BROWN 811RDS01K 41AIS08REAL1YC0RP CON S0SESLSJAIIGMAILCBI t 4■ • CERTIFIED TO:ROSS GALLOWAY&TRACY P ALLOWAY;THE LAW OFFICES E-....._._:-Acir A OF ROD SCHLOTH,P.A.;OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY;BNC NATIONAL BANK Land Surveyors, Inc. 9a6673S-19�16•F 2� This is page 1 of 2 and is not valid without all pages. Lee 7337 11910 filmy lakes 0the,Suite 1.FL Ayers FL 33913 :. ,tt•leh REPORT OF SURVEY FL1506.3003 This is page 2 of 2 and is not valid without all pages. LEGAL DESCRIPTION: LOT 8,BLOCK 3,SELVA MARINA UNIT NO.2 ACCORDING TO THE PLAT THEREOF,AS RECORDED IN PLAT BOOK 27,PAGES 6 AND 6A OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY,FLORIDA. JOB SPECIFIC SURVEYOR NOTES: THE PLAT BEARING REFERENCE OF NORTH 78 DEGREES 03 MINUTES 10 SECONDS EAST IS BASED ON THE NORTHERLY PROPERTY LINE OF LOT 8,BLOCK 3,LOCATED WITHIN SELVA MARINA UNIT NO.2 ACCORDING TO THE PLAT THEREOF,AS RECORDED IN PLAT BOOK 27, PAGES 6 AND 6A OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY,FLORIDA. d GENERAL SURVEYOR NOTES: 1. The Legal Description used to perform this survey was supplied by others This survey does not determine or Imply ownership. 2. This survey only shows improvements found above ground.Underground footings.utilities and encroachments are not located on this survey map 3 If there is a septic tank or drain held shown on this survey,the location is approximate as Ore location was either shown to Exacta by a third party or it was estimated by metal detection, probing rods,and visual above ground Inspection only.No excavation was performed In order to determine the exact and accurate location. 4. This survey is exclusively for the use of the parties to whom it is certified. S. Additions or deletions to this survey map and report by other than the signing party or parties is prohibited without written consent of the signing party or parties 6. Dimensions are in feet and decimals thereof. 7. Due to varying construction standards,house dimensions are approximate. 8. Any FEMA flood zone data contained on this survey is for informational purposes only.Research to obtain such data was performed itwww.fenu.gov. 9. All corners marked as set are at a minimum a V'dlameter,Triton rebar with a cap stamped 1887337. 10.II you are reading this survey in an electronic forma[,the information contained on this document is only valid If this document is electronically signed as specified in Chapter Si-17.0621310f the Florida Administrative Code.The Electronic Signature File related to this document is prominendy displayed on the invoice for this survey whkh is sent under separate cover.Manually signed and sealed logs of aN survey signature files are kept in the office of the performing surveyor.If this document is in paper format It is not valid without the signature and original raised seal of a Florida licensed Surveyor. 11.Unless otherwise noted,an examination of the abstract of title was NOT performed by the signing surveyor to determine which instruments if any,are affecting this property. 12.The symbols reflected in the legend and on this survey may have been enlarged or reduced for danry.The symbols have been plotted at the center of the held location,and may not represent the actual shape or size of the feature. 13.Pants of Interest(POI'sl are selected above-ground improvements which may be in conflict with boundary,budding setback or easement lines as defined by the parameters of this survey.There may be additional POI's which are not shown,not called-out as POes or which are otherwise unknown to the surveyor.These POI's may not represent all Items of Interest to the viewer. 14.Utilities shown on the subject property may or may not Indicate the existence of recorded or unrecorded utility easements IS.The information contained on this survey has been performed exclusively.and is the sole responsibility,o'Exacta Surveyors.Additional logo or references to thud party Arms are for Informational purposes only. 16.Pursuant to FS.558.0035,an individual employee or agent may not be held individually liable for negligence. 17.House measurements should not be used for new construction or planning.Measurements should be verified prior to such actrv,ry. 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Z° 61 o to Q. 8' C ' CI4 Pt. 0 a H CA g M o a E7 5 Z • 0 ¢ d a II 11.1 N o C o o `D itS A) h ° ° S o i ("D a CD ° o a o C ° 0 n cu 0-. o- to I W. a cn FORM R405-2014 OFFICE COPY RESIDENTIAL ENERGY CONSERVATION CODE DOCUMENTATION CHECKLIST Florida Department of Business and Professional Regulation Simulated Performance Alternative (Performance) Method Applications for compliance with the 2014 Florida Building Code, Energy Conservation via the residential Simulated Performance method shall include ❑ This checklist ❑ A Form R405 report that documents that the Proposed Design complies with Section R405.3 of the Florida Energy Code. This form shall include a summary page indicating home address, e-ratio and the pass or fail status along with summary areas and types of components, whether the home was simulated as a worst-case orientation, name and version of the compliance software tool, name of individual completing the compliance report(1 page) and an input summary checklist that can be used for field verification (usually 4 pages/may be greater). ❑ Energy Performance Level(EPL) Display Card(one page) ❑ Mandatory Requirements(three pages) Required prior to CO for the Performance Method: ❑ Air Barrier and Insulation Inspection Component Criteria checklist(Table R402.4.1.1 - one page) ❑ A completed Envelope Leakage Test Report(usually one page) ❑ If Form R405 duct leakage type indicates anything other than "default leakage", then a completed Form R405 Duct Leakage Test Report(usually one page) EnergyGauge®-USRCSB v4.0 12/21/2015 10:28:48 PM Page 1 of 1 FORM R405-2014 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Alloway Addition Builder Name: Street: 1570 Park Terrace West Permit Office: Atlantic Beach City,State,Zip: Atlantic Beach,FL, Permit Number: Owner: Jurisdiction: 261100 Design Location: FL,MAYPORT_NS 1. New construction or existing New(From Plans) 9. Wall Types(901.0 sqft.) Insulation Area 2. Single family or multiple family Single-family a.Frame-Wood,Exterior R=19.0 901.00 ft' b.N/A R= ft2 3. Number of units,if multiple family 1 c.N/A R= ft2 4. Number of Bedrooms 1 d.N/A R= ft2 5. Is this a worst case? No 10.Ceiling Types (990.0 sqft.) Insulation Area a.Under Attic(Vented) R=30.0 990.00 ft2 6. Conditioned floor area above grade(ft2) 954 b.N/A R= ft2 Conditioned floor area below grade(ft2) 0 c. IA R= ft 11.Ducts R ft2 7. Windows(87.4 sqft.) Description Area a.Sup:Attic,Ret:Attic,AH:Addition 6 124.02 a. U-Factor: Dbl,U=0.36 87.45 ft2 SHGC: SHGC=0.30 b. U-Factor: N/A ft2 12.Cooling systems kBtu/hr Efficiency SHGC: a.Central Unit 17.4 SEER:15.00 c. U-Factor: N/A ft2 SHGC: 13.Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft2 a.Electric Heat Pump 17.1 HSPF:8.40 SHGC: Area Weighted Average Overhang Depth: 4.794 ft. Area Weighted Average SHGC: 0.300 14.Hot water systems a.Electric Cap:40 gallons 8. Floor Types (954.0 sqft.) Insulation Area EF:0.920 a.Slab-On-Grade Edge Insulation R=0.0 954.00 ft2 b. Conservation features b.N/A R= ft2 None c.N/A R= ft2 15.Credits None Glass/Floor Area: 0.092 Total Proposed Modified Loads: 26.06 PASS Total Baseline Loads: 27.49 I hereby certify that the plans and specifications covered by Review of the plans and ;.''�tHE STgy, this calculation are in compliance with the Florida Energy specifications covered by this �'O C ; po:: calculation indicates compliance o. .,,,.' __ ,,, •r` Code. �A ; Q Ryan B.Ellis with the Florida Energy Code. ?n,,,, .•';.•3��o: `; PREPARED BY: Before construction is completed � - �° ' DATE: _ 12/21/15 this building will be inspected for :.0`. _:';_e_ :a compliance with Section 553.908 ? +`. �'+"'°_ K{ Florida Statutes. ., .. I hereby certify that this building, as design is in compliance .,�C..: J.... with the Florida Energy Code. •..COD y .• OWNER/AGENT: BUILDING OFFICIAL: DATE: 1 I DATE: - Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory-sealed in accordance with R403.2.2.1. -Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and an envelope leakage test report in accordance with R402.4.1.2. 12/21/2015 10:28 PM EnergyGauge®USA-FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 4 FORM R405-2014 PROJECT Title: Alloway Addition Bedrooms: 1 Address Type: Street Address Building Type: User Conditioned Area: 954 Lot# Owner: Total Stories: 1 Block/SubDivision: #of Units: 1 Worst Case: No PlatBook: Builder Name: Rotate Angle: 0 Street: 1570 Park Terrace West 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 / IECC Design Temp Int Design Temp Heating Design Daily Temp V Design Location TMY Site Zone 97.5% 2.5% Winter Summer Degree Days Moisture Range FL,MAYPORT_NS FL_MAYPORT_NS 2 39 90 70 75 1037 61 Medium BLOCKS Number Name Area Volume 1 Blockl 954 9540 SPACES Number Name Area Volume Kitchen Occupants Bedrooms Infil ID Finished Cooled Heated 1 Addition 954 9540 No 2 1 1 Yes Yes Yes FLOORS ✓ # Floor Type Space Perimeter R-Value Area Tile Wood Carpet 1 Slab-On-Grade Edge Insulation Addition 90.1 ft 0 954 ft2 — 0.2 0 0.8 ROOF V/ Roof Gable Roof Solar SA Emitt Emitt Deck Pitch # Type Materials Area Area Color Absor. Tested Tested Insul. (deg) 1 Gable or shed Composition shingles 1033 ft2 198 ft2 Medium 0.96 No 0.9 No 0 22.6 V ATTIC V # Type Ventilation Vent Ratio(1 in) Area RBS IRCC 1 Full attic Vented 300 954 ft2 N N CEILING # Ceiling Type Space R-Value Area Framing Frac Truss Type 1 Under Attic(Vented) Addition 30 990 ft2 0.11 Wood 12/21/2015 10:28 PM EnergyGaugee USA-FlaRes2014 Section R405.4.1 Compliant Software Page 2 of 4 FORM R405-2014 WALLS Adjacent Cavity Width Height Sheathing Framing Solar Below # Ornt TO ype--- Space R-Value Ft In_ Ft In Area- R-Value Eractim Ahsor Grade% 1 E Exterior Frame-Wood Addition 19 28 10 280.0 ft2 0.05 0.17 0 2 S Exterior Frame-Wood Addition 19 34.1 10 0 341.0 ft2 0.05 0.17 0 3 W Exterior Frame-Wood Addition 19 28 10 280.0 ft2 0.05 0.17 0 WINDOWS Orientation shown is the entered.Proposed orientation. Wall Overhang V # Omt ID Frame Panes NFRC U-Factor SHGC Area Depth Separation Int Shade Screening 1 E 1 Vinyl Low-E Double Yes 0.36 0.3 40.2 ft2 7 ft 0 in 4 ft 0 in Drapes/blinds None 2 E 1 Vinyl Low-E Double Yes 0.36 0.3 13.4 ft2 7 ft 0 in 4 ft 0 in Drapes/blinds None 3 S 2 Vinyl Low-E Double Yes 0.36 0.3 16.0 ft2 1.3 ft 0 in 9 ft 0 in Drapes/blinds None 4 S 2 Vinyl Low-E Double Yes 0.36 0.3 14.1 ft2 1.3 ft 0 in 6 ft 0 in Drapes/blinds None 5 W 3 Vinyl Low-E Double Yes 0.36 0.3 3.8 ft2 1.3 ft 0 in 2.2 ft 0 in Drapes/blinds None INFILTRATION # Scope Method SLA CFM 50 ELA EqLA ACH ACH 50 1 Wholehouse Proposed ACH(50) .000318 795 43.64 82.08 .2446 5 HEATING SYSTEM V # System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump None HSPF:8.4 17.1 kBtu/hr 1 sys#1 COOLING SYSTEM V # System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit None SEER:15 17.4 kBtu/hr 522 cfm 0.75 1 sys#1 HOT WATER SYSTEM # System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None Addition 0.92 40 gal 40 gal 120 deg None SOLAR HOT WATER SYSTEM VFSEC Collector Storage Cert # Company Name System Model# Collector Model# Area Volume FEF None None ft2 12/21/2015 10:28 PM EnergyGauge®USA-FlaRes2014 Section R405.4.1 Compliant Software Page 3 of 4 FORM R405-2014 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 6 124.02 f Attic 47.7 ft2 Default Leakage Addition (Default)c(Default)c 1 1 TEMPERATURES Programable Thermostat: None Ceiling Fans: Cooling ( Jan Feb ' Mar Apr May X Jun n Jul n Aug Sep Oct "Nov "Dec Heating [X�Jan [X Feb X Mar Apr I May l Jun Jul AuSep Oct X•Nov 'X)Dec Venting [[ Jan [[ Feb X Mar X Apr May [ Jun Jul Aug Sep X.Oct X Nov Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling(WD) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 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 68 68 68 68 68 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 68 68 Heating(WEH) AM 68 68 68 68 68 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 68 68 12/21/2015 10:28 PM EnergyGauge®USA-FlaRes2014 Section R405.4.1 Compliant Software Page 4 of 4 FORM R405-2014 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 95 The lower the EnergyPerformance Index, the more efficient the home. 1570 Park Terrace West, 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.Frame-Wood,Exterior R=19.0 901.00 ft2 b.N/A R= ft2 3. Number of units,if multiple family 1 c.N/A R= ft2 4. Number of Bedrooms 1 d.N/A R= ft2 5. Is this a worst case? No 10.Ceiling Types Insulation Area a.Under Attic(Vented) R=30.0 990.00 ft2 6. Conditioned floor area(ft2) 954 b.N/A R= ft2 7. Windows" Description Area c.N/A R= ft2 a. U-Factor: Dbl,U=0.36 87.45 ft2 11.Ducts R ft2 a.Sup:Attic,Ret:Attic,AH:Addition 6 124.02 SHGC: SHGC=0.30 b. U-Factor: N/A ft2 SHGC: 12.Cooling systems kBtu/hr Efficiency c. U-Factor: N/A ft2 a.Central Unit 17.4 SEER:15.00 SHGC: d. U-Factor: N/A ft2 13.Heating systems kBtu/hr Efficiency SHGC: a.Electric Heat Pump 17.1 HSPF:8.40 Area Weighted Average Overhang Depth: 4.794 ft. Area Weighted Average SHGC: 0.300 8. Floor Types Insulation Area 14.Hot water systems a.Slab-On-Grade Edge Insulation R=0.0 954.00 ft2 a.Electric Cap:40 gallons EF:0.92 b.N/A R= ft2 c.N/A R= ft2 b. Conservation features None 15.Credits None I certify that this home has complied with the Florida Energy Efficiency Code for Building .•••' ItiE sr Construction through the above energy saving features which will be installed (or exceeded) .:' 04 - ATE •••. in this home before final inspection. Otherwise, a new EPL Display Card will be completed yam;,;, : _;,,.�„ based on installed Code compliant features. :t~:r,„„ _`'•,,•e o g: .__..:,r._:a Builder Signatur . c, Date: �'�' b `.0 ',, '` . a Address of New Home: ` '� ?V Vi�QX Gt k, Vv, City/FL Zip: , �l. 3 *Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage(EEM) incentives if you obtain a Florida EnergyGauge Rating. Contact the EnergyGauge Hotline at(321) 638-1492 or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. **Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. 12/21/2015 10:29 PM EnergyGauge®USA-FlaRes2014 -Section R405.4.1 Compliant Software Page 1 of 1 FORM R405-2014 Florida Department of Business and Professional Regulations Residential Whole Building Performance and Prescriptive Methods ADDRESS: 1570 Park Terrace West Permit Number: Atlantic Beach,FL, MANDATORY REQUIREMENTS See individual code sections for full details. X. 401.3 Energy Performance Level(EPL)display card(Mandatory). The building official shall require that an energy performance level(EPL)display card be completed and certified by the builder to be accurate and correct before final approval of the building for occupancy.Florida law[Section 553.9085. Florida Statues]requires the EPL display card to be included as an addendum to each sales contract for both presold and nonpresold residential buildings. The EPL display card contains information indicating the energy performance level and efficiencies of components installed in a dwelling unit.The building official shall verify that the EPL display card completed and signed by the builder accurately reflects the plans and specifications submitted to demonstrate compliance for the building.A copy of the EPL display card can be found in Appendix C. X R402.4 Air leakage(Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of Sections R402.1 through R402.4.4. o R402.4.1 Building thermal envelope. The building thermal envelope shall comply with Sections R402.4.1.1 and R402.4.1.2.The sealing methods between dissimilar materials shall allow for differential expansion and contraction. • R402.4.1.1 Installation.The components of the building thermal envelope as listed in Table R402.4.1.1 shall be installed in accordance with the manufacturer's instructions and the criteria listed in Table 402.4.1.1,as applicable to the method of construction. Where required by the code official.an approved third party shall inspect all components and verify compliance. • R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 5 air changes per hour in Climate Zones 1 and 2,and 3 air changes per hour in Climate Zones 3 through 8.Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g.(50 Pascals).Where required by the code official.testing shall be conducted by 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. U R402.4.2 Fireplaces.New wood-burning fireplaces shall have tight-fitting flue dampers and outdoor combustion air. G R402.4.3 Fenestration air leakagewindows.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 L/s/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. G R402.4.4 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage between conditioned and unconditioned spaces.All recessed luminaires shall be IC-rated and labeled as having an air leakage rate not more than 2.0 cfm(0.944 L/s)when tested in accordance with ASTM E 283 at a 1.57 psf(75 Pa)pressure differential.All recessed luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. X R403.1.1 Thermostat provision(Mandatory).At least one thermostat shall be provided for each separate heating and cooling system. x 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. X R403.2.2 Sealing(Mandatory/pi ducts,air handlers,and filter boxes and building cavities that form the primary air containment passageways for air distribution systems shall be considered ducts and plenum chambers,shall be constructed and sealed in accordance with Section C403.2.7.2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria by post-construction or rough-in testing below. Duct tightness shall be verified by testing to Section 803 of the RESNET Standards by either an energy rater certified in accordance with Section 553.99,Florida Statutes,or as authorized by Florida Statutes,to be"substantially leak free"by either of the following: 1. Post-construction test:Total leakage shall be less than or equal to 4 cfm(113 L/min)per 100 square feet(9.29 m2)of conditioned floor area when tested at a pressure differential of 0.1 inches w.g.(25 Pa)across the entire system,including the manufacturer's air handler enclosure.All register boots shall be taped or otherwise sealed during the test. 2. Rough-in test:Total leakage shall be less than or equal to 4 cfm(113 L/min)per 100 square feet(9.29 m2)of conditioned floor area when tested at a pressure differential of 0.1 inches w.g.(25Pa)across the system.including the manufacturer's air handler enclosure.All registers shall be taped or otherwise sealed during the test. If the air handler is not installed at the time of the test.total leakage shall be less than or equal to 3 cfm(85 L/min)per 100 square feet(9.29 m2)of conditioned floor area. Exceptions: 1. The total leakage test is not required for ducts and air handlers located entirely within the building envelope. 2. Duct testing is not mandatory for buildings complying by Section R405 of this code. 12/21/2015 10:29 PM EnergyGauge®USA-FlaRes2014 -Section R405.4.1 Compli Page 1 of 3 FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) R403.2.2.1 Sealed air handler. Air handlers shall have a manufacturer's designation for an air leakage of no more than 2 percent of the design air flow rate when tested in accordance with ASHRAE 193. X R403.2.3 Building Cavities(Mandatory). Building framing cavities shall not be used as ducts or plenums. x R403.3 Mechanical system piping insulation(Mandatory). Mechanical system piping capable of carrying fluids above 105'F(41°C)or below 55'F(13'C)shall be insulated to a minimum of R-3.. G R403.3.1 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. X: R403.4.1 Circulating hot water systems(Mandatory). Circulating hot water systems shall be provided with an automatic or readily accessible manual switch that can turn off the hot-water circulating pump when the system is not in use. X R403.4.3 Heat traps(Mandatory). Storage water heaters not equipped with integral heat traps and having vertical pipe risers shall have heat traps installed on both the inlets and outlets.External heat traps shall consist of either a commercially available heat trap or a downward and upward bend of at least 3'/2 inches(89 mm)in the hot water distribution line and cold water line located as close as possible to the storage tank. IX R403.4.4 Water heater efficiencies(Mandatory). Water heater efficiencies G R403.4.4.1 Storage water heater temperature controls . R403.4.4.1.1 Automatic controls. Service water heating systems shall be equipped with automatic temperature controls capable of adjustment from the lowest to the highest acceptable temperature settings for the intended use.The minimum temperature setting range shall be from 100'F to 140'F(38°C to 60°C). • R403.4.4.1.2 Shut down. A separate switch or a clearly marked circuit breaker shall be provided to permit the power supplied to electric service systems to be turned off.A separate valve shall be provided to permit the energy supplied to the main burner(s)of combustion types of service water heating systems to be turned off. • R403.4.4.2 Water heating equipment. Water heating equipment installed in residential units shall meet the minimum efficiencies of Table C404.2 in Chapter 4 of the Florida Building Code,Energy Conservation,Commercial Provisions,for the type of equipment installed.Equipment used to provide heating functions as part of a combination system shall satisfy all stated requirements for the appropriate water heating category. Solar water heaters shall met the criteria Section R403.4.4.2.1. • R403.4.4.2.1 Solar water heating systems.Solar systems for domestic hot water production are rated by the annual solar energy factor of the system.The solar energy factor of a system shall be determined from the Florida Solar Energy Center Directory of Certified Solar Systems.Solar collectors shall be tested in accordance with ISO Standard 9806,Test Methods for Solar Collectors,and SRCC Standard TM-1,Solar Domestic Hot Water System and Component Test Protocol,Collectors in installed solar water heating systems should meet the following criteria: 1. Be installed with a tilt angle between 10 degrees and 40 degrees of the horizontal:and 2. Be installed at an orientation within 45 degrees of true south. X R403.5 Mechanical ventilation(Mandatory). The building shall be provided with ventilation that meets the requirements of the Florida Building Code.Residential or Florida Building Code,Mechanical,as applicable,or with other approved means of ventilation.Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating. G R403.5.1 Whole-house mechanical ventilation system fan efficacy. Mechanical ventilation system fans shall meet the efficacy requirements of Table R403.5.1. Exception:Where mechanical ventilation fans are integral to tested and listed HVAC equipment,they shall be powered by an electronically commutated motor. G R403.5.2 Ventilation air. Residential buildings designed to be operated at a positive indoor pressure or for mechanical ventilation shall meet the following criteria: 1. The design air change per hour minimums for residential buildings in ASHRAE 62.Ventilation for Acceptable Indoor Air Quality,shall be the maximum rates allowed for residential applications. 2. No ventilation or air-conditioned system make air shall be provided to conditioned space from attics.crawlspaces,attached closed garages or outdoor spaces adjacent to swimming pools or spas. 3. If ventilation air is drawn from enclosed spaces(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 or R-19,space permitting.or R-10 otherwise. X R403.6 Heating and cooling equipment(Mandatory). The following sections are mandatory for cooling and heating equipment. G R403.6.1 Equipment sizing. Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on the equipment loads calculated in accordance with ACCA Manual J or other approved heating and cooling calculation methodologies,based on building loads for the directional orientation of the building.The manufacturer and model number of the outdoor and indoor units(if split system)shall be submitted along with the sensible and total cooling capacities at the design conditions described in Section R302.1. This code does not allow designer safety factors.provisions for future expansion or other factors which affect equipment sizing.System sizing calculations shall not include loads created by local intermittent mechanical ventilation such as standard kitchen and bathroom exhaust systems. • R403.6.1.1 Cooling equipment capacity. Cooling only equipment shall be selected so that its total capacity is not less than the calculated total load,but not more than 1.15 times greater than the total load calculated according to the procedure selected in Section 403.6,or the closest available size provided by the manufacturer's product lines.The corresponding latent capacity of the equipment shall not be less than the calculated latent load. 12/21/2015 10:29 PM EnergyGauge®USA-FlaRes2014 -Section R405.4.1 Compli Page 2 of 3 FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) O R403.6.1.1 Cooling equipment capacity.(continued) The published value for AHRI total capacity is a nominal,rating-test value and shall not be used for equipment sizing.Manufacture's expanded performance data shall be used to select cooling-only equipment.This selection shall be used to select cooling-only equipment.This selection shall be based on the outdoor design dry bulb temperature for the load calculation(or entering water temperature for water-source equipment),the blower cfm provided by the expanded performance data,the design value for entering wet bulb temperature and the design value for entering dry bulb temperature. Design values for entering wet bulb and dry bulb temperature shall be for the indoor dry bulb and relative humidity used for the load calculation and shall be adjusted for return side gains if the return duct(s)is installed in an unconditioned space. Exceptions: 1. Attached single-and multi-family residential equipment sizing may be selected so that its cooling capacity is less than the calculated total sensible load but not less than 80 percent of that load. 2. When signed and sealed by a Florida-registered engineer.in attached single-and multi-family units,the capacity of equipment may be sized in accordance with good design practice. O R403.6.1.2 Heating equipment capacity ▪ R403.6.1.2.1 Heat pumps. Heat pumps sizing shall be based on the cooling requirements as calculated according to Section R403.6.1.1 and the heat pump total cooling capacity shall not be more than 1.15 times greater than the design cooling load. . R403.6.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design requirements calculated according to the procedure selected in Section R403.6.1. ' R403.6.1.2.3 Fossil fuel heating equipment. The capacity of fossil fuel heating equipment with natural draft atmospheric burners shall not be less than the design load calculated in accordance with Section R403.6.1. o R403.6.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment capacity on an intermittent basis,such as anticipated additional loads caused by major entertainment events,shall have equipment sized or controlled to prevent continuous space cooling or heating within that space by one or more of the following options: 1. A separate cooling or heating system is utilized to provide cooling or heating to the major entertainment areas. 2. A variable capacity system sized for optimum performance during base load periods is utilized. N/A R403.7 Systems serving multiple dwelling units(Mandatory). Systems serving multiple dwelling units shall comply with Sections C403 and C404 of the Commercial Provisions in lieu of Section R403. NIA R403.8 Snow melt system controls(Mandatory). Snow and ice-melting systems,supplied through energy service to the building,shall include automatic controls capable of shutting off the system when the pavement temperature is above 55°F,and no precipitation is falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40°F. N/A R403.9 Swimming pools,inground spas and portable spas(Mandatory). The energy requirements for residential pools and inground spas shall be as specified in Sections R403.9.1 through R403.9.3 and in accordance with ANSI/APSP-15.The energy requirements for portable spas shall be in accordance with ANSI/APSP-14. o R403.9.1 Pool and spa heaters. All pool heaters shall be equipped with a readily accessible on-off switch that is mounted outside the heater to allow shutting off the heater without adjusting the thermostat setting. R403.9.1.1 Gas and oil-fired pool and spa heaters. All gas-and oil-fired pool and space heaters shall have a minimum thermal efficiency of 82 percent for heaters manufactured on or after April 16.2013 when tested in accordance with ANSI Z 21.56.Pool heaters fired by natural gas or LP gas shall not have continuously burning pilot lights. ▪ R403.9.1.2 Heat pump pool heaters. Heat pump pool heaters shall have a minimum COP of 4.0 when tested in accordance with AHRI 1160,Table 2,Standard Rating Conditions-Low Air Temperature.A test report from an independent laboratory is required to verify procedure compliance.Geothermal swimming pool heat pumps are not required to meet this standard. o R403.9.2 Time switches. Time switches or other control method that can automatically turn off and on heaters and pumps according to a preset schedule shall be installed on all heaters and pumps.Heaters,pumps and motors that have built in timers shall be deemed in compliance with this equipment. Exceptions: • 1. Where public health standards require 24-hour pump operations. 2. Where pumps are required to operate solar-and waste-heat-recovery pool heating systems. 3. Where pumps are powered exclusively from on-site renewable generation. o R403.9.3 Covers. Heated swimming pools and inground permanently installed spas shall be equipped with a vapor-retardant cover on or at the water surface or a liquid cover or other means proven to reduce heat loss. Exception: Outdoor pools deriving over 70 percent of the energy for heating from site-recovered energy,such as a heat pump or solar • energy source computed over an operating season. X RR404.1 Lighting equipment(Mandatory). A minimum of 75 percent of the lamps in permanently installed lighting fixtures shall be high-efficacy lamps or a minimum of 75 percent of permanently installed lighting fixtures shall contain only high efficacy lamps. Exception: Low-voltage lighting shall not be required to utilize high-efficacy lamps. O R404.1.1 Lighting equipment(Mandatory). Fuel gas lighting systems shall not have continuously burning pilot lights C R405.2 Performance ONLY. All ducts not entirely inside the building thermal envelope shall be insulated to a minimum of R-6. X 0 R405.2.1 Performance ONLY. Ceilings shall have minimum insulation of R-19.Where single assemby of the exposed deck and beam type or concrete deck roofs do not have sufficent space,R-10 is allowed. 12/21/2015 10:29 PM EnergyGauge®USA-FlaRes2014 -Section R405.4.1 Compli Page 3 of 3 FORM R405-2014 TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Alloway Addition Builder Name: Street: 1570 Park Terrace West Permit Office: Atlantic Beach City,State,Zip: Atlantic Beach,FL. Permit Number: Owner: Jurisdiction: 261100 Design Location: FL,MAYPORT_NS COMPONENT CRITERIA CHECK Air barrier and thermal barrier A continuous air barrier shall be installed in the building envelope. Exterior thermal envelope contains a continuous barrier. Breaks or joints in the air barrier shall be sealed. Air-permeable insulation shall not be used as a sealing material. Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned with the insulation and any gaps in the air barrier shall be sealed. Access openings, drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. Corners and headers shall be insulated and the junction of the foundation Walls and sill plate shall be sealed. The junction of the top plate and the top or exterior walls shall be sealed. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Knee walls shall be sealed. Windows, skylights and doors The space between window/door jambs and framing and skylights and Rim joists Rim joists are insulated and include an air barrier. Floors (including above-garage Insulation shall be installed to maintain permanent contact with underside and cantilevered floors) of subfloor decking. The air barrier shall be installed at any exposed edge of insulation. Crawl space walls Where provided in lieu of floor insulation, insulation shall be permanently attached to the crawlspace walls. Exposed earth in unvented crawl spaces shall be covered with a Class I Shafts, penetrations Duct shafts, utility penetrations, and flue shaft openings to exterior or unconditioned space shall be sealed. Narrow cavities Batts in narrow cavities shall be cut to fit, or narrow cavities shall be filled by insulation that on installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned spaces. Recessed lighting Recessed light fixtures installed in the building thermal envelope shall be air tight, IC rated, and sealed to the drywall. Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls, or insulation that on installation readily conforms to available space shall extend behind piping and wiring. Shower/tub on exterior wall Exterior walls adjacent to showers and tubs shall be insulated and the air barrier installed separating them from the showers and tubs. Electrical/phone box on The air barrier shall be installed behind electrical or communication boxes or air sealed boxes shall be installed. HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the sub-floor or drywall. Fireplace An air barrier shall be installed on fireplace walls. Fireplaces shall have gasketed doors 12/21/2015 10:29 PM EnergyGauge®USA-FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 1 Project Summary Job: 4 4+- wrightsoft � � Date: 12/17/15 New Addition By: M.Ellis Energy Design Systems, Inc. 11727 Brady Rd,Jacksonville.FL 32223 Phone:904-268-3670 Fax:904-268-3670 Email:eds,tuagmail corn Pro.ect Information For: Alloway Addition 1570 Park Terrace West, Atlantic Beach, FL Notes: Desi• n Information Weather: Mayport Ns, FL, US Winter Design Conditions Summer Design Conditions Outside db 39 'F Outside db 95 °F Inside db 68 'F Inside db 75 °F Design TD 29 'F Design TD 20 °F Daily range L Relative humidity 50 Moisture difference 51 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 9825 Btuh Structure 8893 Btuh Ducts 2529 Btuh Ducts 3753 Btuh Central vent(0 cfm) 0 Btuh Central vent(0 cfm) 0 Btuh Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 12353 Btuh Use manufacturer's data n Rate/swing multiplier 1.00 Infiltration Equipment sensible load 12583 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 1 (Average) Structure 2062 Btuh Ducts 785 Btuh Heating Cooling Central vent(0 cfm) 0 Btuh Area (ft') 954 954 Equipment latent load 2848 Btuh Volume (ft') 9540 9540 Air changes/hour 0.58 0.23 Equipment total load 15430 Btuh Equiv. AVF (cfm) 92 37 Req. total capacity at 0.72 SHR 1.5 ton Heating Equipment Summary Cooling Equipment Summary Make Trane Make Trane Trade TRANE Trade TRANE Model 4TWR5018G1 Cond 4TWR5018G1 AHRI ref 4655310 Coil TAM7A0A24H21 AHRI ref 4655310 Efficiency 8.4 HSPF Efficiency 12.5 EER, 15 SEER Heating input Sensible cooling 12180 Btuh Heating output 17100 Btuh @ 47°F Latent cooling 5220 Btuh Temperature rise 25 °F Total cooling 17400 Btuh Actual air flow 627 cfm Actual air flow 627 cfm Air flow factor 0.051 cfm/Btuh Air flow factor 0.050 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.82 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2015-Dec-21 22:28:35 wrightsoft R■ght-Suite)Universal 2015 15.0.19 RSU17457 Page 1 ACCA y Addition.1570 Park terrace West.All Bch.rup Calc=MJ8 House Front faces: E R li l S Compliance ance eport Job: +�+ wrightsoft` Manual p Date: 12/17115 New Addition By: M.Ellis Energy Design Systems, Inc. 11727 Brady Rd,Jacksonville.FL 32223 Phone:904-268-3670 Fax:904-268-3670 Email:eds.iazl@nmallsom Project Information For: Alloway Addition 1570 Park Terrace West, Atlantic Beach, FL Cooling Equipment Design Conditions Outdoor design DB: 94.5°F Sensible gain: 12646 Btuh Entering coil DB: 77.1°F Outdoor design WB: 77.5°F Latent gain: 2848 Btuh Entering coil WB: 63.6°F Indoor design DB: 75.0°F Total gain: 15494 Btuh Indoor RH: 50% Estimated airflow: 627 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Trane Model: 4TWR5018G1+TAM7A0A24H21 Actual airflow: 627 cfm Sensible capacity: 13480 Btuh 107% of load Latent capacity: 3920 Btuh 138% of load Total capacity: 17400 Btuh 112% of load SHR: 77% Heating Equipment Design Conditions Outdoor design DB: 38.6°F Heat loss: 12353 Btuh Entering coil DB: 67.3°F Indoor design DB: 68.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Trane Model: 4TWR5018G1+TAM7A0A24H21 Actual airflow: 627 cfm Output capacity: 17100 Btuh 138% of load Capacity balance: 31 °F Supplemental heat required: 0 Btuh Economic balance: -99 °F Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 627 cfm Output capacity: 3.4 kW 95% of load Temp. rise: 21 °F The above equipment was selected in accordance with ACCA Manual S. 2015-Dec-21 22:40:32 rt wrlghtsoft Right-Suites Universal 2015 15.0.19 RSU17457 Page 1 ...y Addition,1570 Park Terrace West.Atl Bch.rup Calc=MJ8 House Front faces: E / Sheet 1 r( 79 cfm 40 cfm 41 cfm 8 " 6 " 93 cfm 6 7 " l 79 cfm 8 " 89 cfm 7 " 8 " 8 " 7 " Q cfm r( 75 cfm 92 cfm 92 cfm 75 cfm 48 cfm Job #: Scale: 1 : 47 Performed for: Page 1 Alloway Addition Right-Suite®Universal 2015 1570 Park Terrace West 15.0.19 RSU17457 Atlantic Beach, FL 2015-Dec-21 22:29:43 ..0 Park Terrace West,Atl Bch.rup wrightsoft Duct System Summary + Date: Addition By: Project Information For: Alloway Addition 1570 Park Terrace West, 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 0.078/0.022 in H2O 0.078/0.022 in H2O Lowest friction rate 0.023 in/100ft 0.023 in/100ft Actual air flow 800 cfm 800 cfm Total effective length (TEL) 428 ft Supply Branch Detail Table Design I Htg I Clg I Design I Diam H x W I Duct I Actual I Ftg.Eqv Name (Btuh) (cfm) (cfm) FR (in) (in) Matl Ln (ft) Ln (ft) Trunk Bath c 2459 79 79 0.026 8.0 Ox 0 ShMt 21.0 285.0 st1 Bath-A c 2459 79 79 0.025 8.0 Ox 0 ShMt 29.0 285.0 st1 Flex Room h 2275 75 75 0.040 7.0 Ox 0 ShMt 19.0 175.0 st1 Flex Room-A h 2275 75 75 0.041 7.0 Ox 0 ShMt 14.0 175.0 st1 Master Bed c 2862 91 92 0.023 8.0 Ox 0 ShMt 39.0 295.0 st1 Master Bed-A c 2862 91 92 0.024 8.0 Ox 0 ShMt 32.0 295.0 st1 Powder h 1438 48 47 0.029 6.0 Ox 0 ShMt 32.0 240.0 st1 Storage h 2808 93 92 0.043 7.0 Ox 0 ShMt 5.0 175.0 st1 Toilet h 1198 40 39 0.030 6.0 Ox 0 ShMt 20.0 240.0 st1 wici c 1271 40 41 0.029 6.0 Ox 0 ShMt 12.0 255.0 st1 1 WIC3 h 26981 891 89 0.0301 8.01 Ox 0 ShMt 11.0 245.0 1 st1 Supply Trunk Detail Table Trunk I Htg I Clg I Design Veloc I Diam I H x W I Duct I I Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st1 Peak AVF 800 800 0.023 508 17.0 0 x 0 ShtMetl Bold/italic values have been manually overridden 2015-Dec-21 22:29:34 .......^- 41- wrightsoft Right-Suite®Universal 2015 15.0.19 RSU17457 Page 1 ACCP. ..y Addition.1570 Park Terrace West,All Bch.rup Calc=MJ8 faces: E Return Branch Detail Table Grill I Htg I Clg I TEL I Design I Veloc IDiam I H x W 1 Stud/Joist I Duct Name Size(in) (cfm) (cfm) (ft) FR (fpm) (in) (in) Opening (in) Matl Trunk rb1 Ox 0 800 800 94.0 0.023 508 17.0 Ox 0 ShMt 2015-Dec-21 22:29:34 •„.��C� wrightsoft Right-Suite®Universal 2015 15.0.19 RSU17457 Page 2 ACCA ..y Addition.1570 Park Terrace West.Att Bch rup Calc=MJ8 faces: E YE:.,�:.. _ ... ..., .. ,. ......_ .. ., _ •' ''' \S, CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD j r ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 —0.219r MECHANICAL GAS PIPE PERMIT MUST CALL BY 4PM FOR NEXT DAY INSPECTION: 247-5814 JOB INFORMATION: Job ID: 16-MCHG-1655 Job Type: MECHANICAL GAS PIPING Description: GAS PIPING - 2 OUTLETS, ONE WATER HEATER & TANK Estimated Value: $1,495.00 Issue Date: 7/22/2016 Expiration Date: 1/18/2017 PROPERTY ADDRESS: Address: 1570 W PARK TER RE Number: 171942-0000 PROPERTY OWNER: Name: BROWN, MAUREEN A Address: 1570 W PARK TER GENERAL CONTRACTOR INFORMATION: Name: FLORIDA PROPANE PARTNERS Address: 461 TRESCA RD DEWEY FLOWERS Phone: - - FEES: Gas Pipe Outlets $10.00 Gas Piping Vented Units $5.00 State Mech DBPR Surcharge $2.00 State Mech DCA Surcharge $2.00 Trade Permit Base Fee $55.00 Total Payments: $74.00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. MECHANICAL PERMIT APPLICATION CITY OF ATLANTIC BEACH 800 Seminole Rd Atlantic Beach, FL 32233 Ph(904) 247-5826 Fax (904)247-5845 I —1'\(\ m C G_ ,55 JOB ADDRESS: I S7 U 12_,- is �r, („,,j c' S PERMIT# PROJECT VALUE $ (`1q'5 . ARI # REQUIRED Air Handling Equipment Only Air Handling Unit & Condenser Condenser Only NEW AIR CONDITIONING & HEATING SYSTEM INSTALLATION Air Conditioning: Unit Quantity Tons Per Unit Heat: Unit Quantity BTU's Per Unit Seer Rating Duct Systems: Total CFM REQUIRED REPLACEMENT AIR CONDITIONING & HEATING SYSTEM INSTALLATION Air Conditioning: Unit Quantity Tons Per Unit Heat: Unit Quantity BTU's Per Unit Seer Rating Duct Systems: Total CFM REQUIRED FIRE PREVENTION Fire Sprinkler System Quantity (Requires 3 sets of plans) Fire Standpipe Quantity (Requires 3 sets of plans) Underground Fire Main Value (Requires 3 sets of plans) Fire Hose Cabinets Quantity (Requires 3 sets of plans) Commercial Hoods Quantity (Requires 3 sets of plans) Fire Suppression Systems Quantity (Requires 3 sets of plans) FIRE PLACES MISCELLANEOUS: Prefabricated Fireplace Qty Automobile Lifts Gas Piping Outlets Boilers BTU's Elevators/Escalators ALL OTHER GAS PIPING Heat Exchanger Quantity of Outlets a. Pumps #Vented Wall Furnaces Refrigerator Condenser BTU's # Water Heaters Solar Collection Systems Tanks(gallons) 5o u L Wells OTHER: Permit becomes void if work does not commence within a six month period or work is suspended or abandoned for six months.I hereby certify that I have read this application and know the same to be true and correct. All provisions of laws and ordinances governing this work will be complied with whether specified or not. The permit does not give authority to violate the provisions of any other state or local law regulation construction or the performance of construction. Property Owners7..›S1i .-7y S A t\o W Phone Number ?O( gG0 11219 Mechanical Company .:e... � �� Rt.lk'nerS O tti Office Phone(rr 7314343 Fax 1o' 'at 2373 Co. Address: \r-eSc- • City a-L c tc Sones: t . StaterL . Zip 3 Z Z)ES License Holder(Print): k � „ State Certification/Registration# 3 t Notarized Signature of License Holder TONT GINDLESrERDER fore me is da o �) 20 G ,.„ '• MY COMMISSION Y FF 924951 Y —:.,;: **1EXPIRES:October B,2019 nature of NotaryPublic • '")'�,::�' Bonded Nu Notary Public Underwriters �" ' `s, CITY OF ATLANTIC BEACH f 800 SEMINOLE ROAD j ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 MECHANICAL HVAC PERMIT MUST CALL BY 4PM FOR NEXT DAY INSPECTION: 247-5814 JOB INFORMATION: Job ID: 16-MECH-1805 Job Type: MECHANICAL HVAC ONLY Description: HVAC - 2 AC, 2 AHU, 4.5 TON Estimated Value: Issue Date: 8/8/2016 Expiration Date: 2/4/2017 PROPERTY ADDRESS: Address: 1570 W PARK TER RE Number: 171942-0000 PROPERTY OWNER: Name: Alloway, Ross G Address: 1570 Park TER GENERAL CONTRACTOR INFORMATION: Name: ENVIRONMENTAL A/C SERVICES,INC Address: 8110 CYPRESS PLAZA DR STE 106 QA HOWARD KENNETH STALLS, JR Phone: - - PERMIT INFORMATION: Sticker for overcurrent protection must be on A/C equipment prior to inspection. Failure to comply will result in a failed inspection and reinspect fees. No exceptions. FEES: Furnaces and Heating $28.00 AC and Refrigeration $36.00 State Mech DBPR Surcharge $2.00 State Mech DCA Surcharge $2.00 Trade Permit Base Fee $55.00 Total Payments: $123.00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITII ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. MECHANICAL PERMIT APPLICATION CITY OF ATLANTIC BEACH 800 Seminole Rd Atlantic Beach, FL 32233 Ph(904)247-5826 Fax (904)247-5845 IL, *iflA Cfa4 -18 05 JOB ADDRESS: I sr) Por Taj' .Q 11312-54— PERMIT# PROJECT VALUE S ARI# REQUIRED Air Handling Equipment Only 4 Air Handling Unit & Condenser Condenser Only NEW AIR CONDITIONING & HEATING SYSTEM INSTALLATION Air Conditioning: Unit Quantity a Tons Per Unit ,3 f-S I Heat: Unit Quantity BTU's Per Unit Seer Rating Duct Systems: Total CFM /Fa) REQUIRED REPLACEMENT AIR CONDITIONING & HEATING SYSTEM INSTALLATION Air Conditioning: Unit Quantity Tons Per Unit Heat: Unit Quantity BTU's Per Unit Seer Rating Duct Systems: Total CFM REQUIRED FIRE PREVENTION Fire Sprinkler System Quantity (Requires 3 sets of plans) Fire Standpipe Quantity (Requires 3 sets of plans) Underground Fire Main Value (Requires 3 sets of plans) Fire Hose Cabinets Quantity (Requires 3 sets of plans) Commercial Hoods Quantity (Requires 3 sets of plans) Fire Suppression Systems Quantity (Requires 3 sets of plans) FIRE PLACES MISCELLANEOUS: Prefabricated Fireplace Qty_ Automobile Lifts Gas Piping Outlets Boilers BTU's Elevators/Escalators ALL OTHER GAS PIPING Heat Exchanger Quantity of Outlets Pumps #Vented Wall Furnaces Refrigerator Condenser BTU's #Water Heaters Solar Collection Systems Tanks(gallons) Wells OTHER: Permit becomes void if work does not commence within a six month period or work is suspended or abandoned for six months.I hereby certify that I have read this application and know the same to be true and correct. All provisions of laws and ordinances governing this work will be complied with whether specified or not. The permit does not give authority to violate the provisions of any other state or local law regulation construction or the performance of construction. Property Owners Name Alloze, . Phone Number Mechanical Com any 51,Ct iN744 4,144,_ Office Phone ?7Q.a X Fax Co. Address: Ff/1OPress eiv-zet. Or lOG City `Z Statef — Zip 3?--i-s-- License Holder(Print): 0 • _ A. J5-� tat- Certification/Registration# O4-6957 5/0c Notarized Si!n' . • ' _.. . __- ider ,'4.j { ;: C M COMMISSION •FF ER :efore me this day ' r :0_. 20 VP '��: My COMMISSION i FF 924951 1y'440 EXPIRES:Oc obe2019 NM , Bonded ThNNotary P .rU¢nvrten signature of Notary Public _ • , , c,ul ttb Do proivoylc 4 M lova QLSi( , cc (Isco Pviz ief '1\1) u,440�D -% k 0 I CYN E N E INC 6747 Campobello Road,Mississauga,ON,Canada L5N 2L7 Toll Free:800.758.7325 • Fax:905.363.0102•www.lcynene.com To Whom It May Concern: Icynene Classic MaxTM(LD-C-50v2)has been approved for use without an ignition barrier in all residential applications.The addition of the unvented attic was approved following extensive research and consultation by Icynene with the ICC-ES to ensure all testing met the strict safety guidelines and standards mandated by ICC-ES. The ESR report 1826 was amended with the following: 4.4.2.2 Attics—LD-C-50 v2: When LD-C-50 v2 is applied in unvented attics conforming to 2012 IRC Section R806.5 or 2009 IRC Section R806.4, the insulation may be applied to the underside of roof sheathing and/or rafters to a minimum thickness of 51/2 inches(140 mm)and a minimum thickness of 11/2 inches(38 mm)over the rafters;and may be applied to vertical wall surfaces to a minimum thickness of Sl/2 inches(140 mm)and a minimum thickness of 11/2 inches(38 mm) over the studs. Maximum thickness on the underside of roof sheathing or on vertical wall surfaces is 20 inches (508 mm). The insulation may be left exposed to the attic without a prescriptive ignition barrier or an intumescent coating. Unvented attics conforming to this design requirement will be identified with an Icynene insulation certificate posted in the attic. Please contact me at 1-800-758-7325 ext. 209 or visit our website www.icynene.com for more information. Regards, ,4P .,-C. (,,, Paul Duffy VP Engineering, Icynene OFFICE COPY REVIEWED FOR CODE COMPLIANCE CITY OF ATLANTIC BEACH SEE PERMITS FOR ADDITIONAL REQUIREMENTS AND CONDITIONS REVIEWED BY: in . DATE: ?-14--/-6, NC ICC EVALUATION SERVICE Most Widely Accepted and Trusted ICC-ES Evaluation Report ESR-1826 Reissued February 1, 2013 This report is subject to renewal February 1, 2015. www.icc-es.org I (800)423-6587 I (562)699-0543 A Subsidiary of the International Code Council® DIVISION:07 00 00—THERMAL AND MOISTURE 3.0 DESCRIPTION PROTECTION Section: 07 21 00—Thermal Insulation 3.1 General: Icynene LD-C-50"( and LD-C-50 v2 are low-density, open- REPORT HOLDER: cell, polyurethane foam plastic insulations and air barrier systems that are 100 percent water-blown with an installed ICYNENE, INC. nominal density of 0.5 pcf (8 kg/m3). The insulations are 6747 CAMPOBELLO ROAD two-component, spray-applied products. The two MISSISSAUGA,ONTARIO L5N 2L7 components of the insulation are polymeric isocyanate CANADA (A-Component, also known as Base Seal)and proprietary (905)363-4040 resin (B-Component, LD-C-50 or LD-C-50 v2 Resin, also www.icynene.com known as, Gold Seal). The A-Component must be stored at a temperature of 50°F (10°C)or greater, and has a shelf EVALUATION SUBJECT: life of six months. The B-Component must be stored at temperatures below 100°F (37.8°C), and has a shelf life of ICYNENE LD-050TM AND LD-C-50 VERSION 2(v2) six months. 1.0 EVALUATION SCOPE 3.2 Surface Burning Characteristics: Compliance with the following codes: When tested in accordance with ASTM E84/UL 723• at a thickness of 6 inches (152 mm) and a nominal density of • 2012 and 2009 International Building Code (2009 IBC) 0.5 pcf(8 kg/m3), Icynene LD-C-50 and LD-C-50 v2 have a • 2012 and 2009 International Residential Code°` (2009 flame spread index of 25 or less and a smoke-developed IRC) index of 450 or less. Thicknesses of up to 71/2 inches (190.5 mm)for wall cavities and 11112 inches(292 mm)for • 2012 and 2009 international Energy Conservation ceiling cavities are recognized based on room corner fire Code'''' IECC) testing in accordance with NFPA 286, when covered with • Other Codes(see Section 8.0) minimum 1/2-inch-thick (13 mm) gypsum board or an equivalent thermal barrier complying with the applicable Properties evaluated: code. • Surface burning characteristics 3.3 Thermal Resistance: • Physical properties Icynene LD-C-50 and LD-C-50 v2 have thermal resistance • Thermal performance(R-values) (R-values)at a mean temperature of 75°F(24°C)as shown in Table 1. ■ Attic and crawl space installation 3.4 Air Permeability: • Fire resistance Icynene LD-C-507k and LD-C-50 v2 spray-applied foam • Air permeability plastic insulations, at a minimum thickness of 31/2 inches • Noncombustible construction (89 mm), are considered air-impermeable insulation in accordance with IRC Section R202, based on testing in 2.0 USES accordance with ASTM E283. Icynene LD-C-50i61 and LD-C-50 v2 are used to provide 3.5 Intumescent Coatings: thermal insulation in buildings and to seal areas such as plumbing and wiring penetrations against air infiltration, in 3.5.1 No Burn Plus XD: No Burn Plus XD intumescent Types I, II, Ill, IV and Type V construction (IBC) and coating is a latex-based coating supplied in 1-gallon (4L) dwellings under the IRC. The insulations may be used in and 5-gallon (19L) pails and 55-gallon (208 L)drums. The fire-resistance-rated construction when installed in coating material has a shelf life of 12 months when stored accordance with Section 4.5 and in Types I through IV in factory-sealed containers at temperatures between 40°F construction when installed in accordance with Section 4.6. (4 4°C)and 90°F(32.2°C). /(•(•ds Evaluation Reports are not to he ronssnied as representing arsthettrs or any other atirthutrs not speetJit ulI•suh/ressed.nnr are they.to he construed ® ANSI OS an endoasunenr or the suhiett of the report or a recomsnera/atton for its use. their i+no.i arnrt,ts'by/('('livuhtattan Service.1.L('.repress or implied,as IQ any fording or Other manrr to thin report•or as many pradua voit.emi ht•the report. (r* Copyright m 2013 Page 1 of 6 ESR-1826 I Most Widely Accepted and Trusted Page 2 of 5 3.5.2 DC 316: DC 315 intumescent coating is a water- 4.4 Attics and Crawl Spaces: based coating supplied in 5-gallon (19L) pails and 4.4.1 Application with a Prescriptive Ignition Barrier: 55-gallon (208L) drums. The coating material has a shelf T�, life of 24 months when stored in factory-sealed containers When Icynene LDC 50 and LDC 50 v2 foam plastic at temperatures between 41°F(5°C)and 95°F(35°C) insulations are installed within attics where entry is made only for service of utilities, an ignition barrier must be 4.0 INSTALLATION installed in accordance with IBC Section 2603.4.1.6 and 4.1 General: IRC Sections R316.5.3 and R316.5.4, as applicable. The ignition barrier must be consistent with the requirements The manufacturer's published installation instructions and for the type of construction required by the applicable code this report must be strictly adhered to and a copy of these and must be installed in a manner so that the foam plastic instructions and this evaluation report must be available on insulation is not exposed. The insulation may be installed the jobsite at all times during installation. in unvented attics in accordance with the 2009 IRC Section 4.2 Application: R806.4 or 2012 IRC Section R806.5,as applicable. Icynene LD-C-501M and LD-C-50 v2 foam plastic 4.4.2 Application without a PrescrIpUve Ignition insulations must be applied using spray equipment Barrier: Where Icynene LD-C-50 and LD-C-50 v2 foam specified by Icynene, Inc. The insulation must not be used plastic insulation is installed in an attic or crawl space in areas which have a maximum service temperature without a prescriptive ignition barrier, in accordance with greater than 180°F (82°C). The foam plastic insulation Sections 44.2.1, 4.4.2.2, 4.4.2.3 and 4.4.3, the following must not be used in electrical outlet or junction boxes or in conditions apply: contact with rain or water, and must be protected from the 1. Entry to the attic or crawl space is only for service of weather during and after application. Where the 'insulaton utilities and no storage is permitted. is used as air-impermeable insulation, such as in unventilated attic spaces regulated by IRC Section R806 2 There are no interconnected attic, crawl space or the insulation must be installed at a minimum thickness of basement areas. 3.5 inches (89 mm). The insulation can be installed in one 3. Air in the attic or crawl space is not circulated to other pass to the maximum thickness. Where multiple passes parts of the building. are required,the cure time between passes is negligible. 4.3 Thermal Barrier: 4. Combustion air is provided in accordance with IMC Section 701. 4.3.1 Application with a Prescriptive Thermal Barrier: Icynene LD-C-501M and LO-C-50 v2 foam plastic 5. Attic ventilation is provided when required by IBC insulations must be separated from the interior of the Section 1203.2 or IRC Section 8806, except when S air-impermeable insulation is permitted in unvented building by an approved thermal barrier, such as /2-inch attics in accordance with Section R806.4 of the 2009 (12.7 rim) gypsum wallboard installed using mechanical fasteners in accordance with the applicable code, or an IRC or Section 8806.5 of the 2012 IRC. equivalent 15-minute thermal barrier complying with the 6 Under-floor(crawl space)ventilation is provided when applicable code. Wnen installation is within an attic or required by IBC Section 1203.3 or IRC Section crawl space as described in Section 4.4, a thermal barrier R408.1,as applicable. is not required between the foam plastic and the attic or crawl space, but is required between the foam and the 4.4.2.1 Attics — LD-C-50 and LD-C-50 v2: In attics interior of the building. Thicknesses of up to 71/2 inches Icynene LD-C-501"' LD-C-50 v2. foam plastic insulation (190.5 mm)for wall cavities and 111/2 inches(292 mm)for may be spray-appllec to the underside of the roof ceiling cavities are recognized based on room corner fire sheathing and/or rafters, as described in this section_ The testing in accordance with NFPA 286. when covered with thickness of the foam plastic applied to the underside of minimum 1/2-inch-thick (13 mm) gypsum board or the roof sheathing must not exceed 14 inches (356 mm). equivalent thermal barrier complying with, the applicable The thickness of the spray foam insulation applied code. to vertical wall surfaces must not exceed 5.5 inches (140 mm). The insulation must be covered on all surfaces 4.3.2 Application without a Prescriptive Thermal with one of the coatings described in Section 3.5. The Barrier or Ignition Barrier: The prescriptive 15-minute coating must be applied over the insulation in accordance thermal oarrier or ignition barrier may be omitted when with the coating manufacturer's instructions and this report. installation is in accordance with this section. The Surfaces to be coated must be dry, clean, and free of dirt, insulation and coating may be spray-applied to the interior loose debris and other substances that could interfere with facing of walls, the underside or roof sheathing of roof adhesion of the coating. The coating is applied in one coat rafters, and in crawl spaces, and may be left exposed as with low-pressure airless spray equipment. The coating an interior finish without a prescribed 15-minute thermal must be applied to a thickness as follows: barrier or ignition barrier. The thickness of the foam plastic applied to the underside of the roof sheathing must not ■ No Burn Plus XD at a minimum dry film thickness of exceed 14 inches (356 mm). The thickness of the spray 4 mils(6 wet mils)at 270 ft2 per gallon. foam insulation applied to vertical wall surfaces must not • DC 315 at a minimum dry film thickness of 3 mils(4 wet exceed 6 inches (152 mm). The foam plastic must be mils)at 400 ft2 per gallon. covered on all surfaces with DC 315 coating at a minimum thickness of 13 dry mils, 20 wet mils, 80 ft2 per gallon. Tne The coatings must be applied when ambient and coating must be applied over the insulation in accordance substrate temperature is at least 60°F (16°C)and no more with the coating manufacturer's instructions and this report. than 95°F (35°C) All other surfaces(including glass)must Surfaces to be coated must be dry, clean, and free of dirt, be protected against damage from the coating. The loose debris and other substances that could interfere with insulation may be installed in unvented attics when the adhesion of the coating. The coating is applied in one coat foam plastic is applied at a minimum thickness of 3.5 with low-pressure airless spray equipment. inches (89 mm)as described in this section in accordance i ESR-1826 [ Most Widely Accepted and Trusted Page 3 of 5 with the 2009 IRC Section R806.4 or Section R806.5 of the face. attached with 8d box nails, 21/2 inches(64 mm) long 2012 IRC. and spaced 7 inches (178 mm)on center along the studs 4.4.2.2 Attics — LD-C-50 v2: When LD-C-50 v2 is for the face layer and 6d cement coated box nails,2 inches applied in unvented attics conforming to 2012 IRC Section (51 mm) long and spaced 24 inches(610 mm) on center R806.5 or 2009 IRC Section R806.4, the insulation may be along the studs. The stud cavity contains Icynene applied to the underside of roof sheathing and/or rafters to insulation nominally 2 inches(51 mm)thick. a minimum thickness of 51/2 inches (140 mm) and a Axial loads applied to the wall assembly must be limited minumum thickness of 11/2 inches (38 mm) over the to the least of the following: rafters; and may be applied to vertical wall surfaces to a minimum thickness of 51/2 inches (140 mm) and a • 1,805 pounds(8029 N)per stud. minumum thickness of 11/2 inches(38 mm)over the studs. r Design stress of 0.78 F'c. Maximum thickness on the underside of roof sheathing or on vertical wall surfaces is 20 inches (508 mm). The • Design stress of 0.78 Pc at a maximum I0/d of 33. insulation may be left exposed to the attic without a 4.5.3 Assembly 3 (Floor/Ceiling): Minimum nominally prescriptive ignition barrier or an intumescent coating 2-by-10 [11/2 by 9'14 inches(38 mm by 235 mm)] Douglas The attic must have attic access complying with IRC fir, No. 2 grade wood joists spaced 24 inches(610 mm)on Section R807, horizontally placed in the floor, and opening center, with minimum 1-by-3 [3/4 by 21/2 inches (19,1 by outward toward the living space. Items penetrating the roof 64 mm)] spruce bridging at mid-span. Floor decking must deck or walls, such as skylight wells and vents, must be be minimum 1/2-inch-thick (12.7 mm) exterior grade covered with a minimum of 51/2 inches (140 mm) of the plywood installed perpendicular to joists and fastened with LD-C-50 v2 insulation. 2-inch-.ong(51 mm)ring shank nails 6 inches(152 mm)on center at the joints and 12 inches (305 mm) on center at 4.4.2.3 Crawl Spaces: In crawl spaces, Icynene LD-C- the intermediate joists. Plywood joints must occur over 50 and LD-C-50 v2 insulation may be spray-applied tc joists. Icynene insulation must be applied to the underside vertical walls and the underside of floors, as described in of the plywood deck between the joists to a depth of 5 this section. The thickness of the foam plastic applied to inches (127 mm). Two layers of minimum 5/8-inch-thick the underside of the floors must not exceed 14 inches (15.9 mm), Type X gypsum wallboard must be attached (356 mm). The thickness of the spray foam insulation perpendicular to the joists on the ceiling side of the applied to vertical wall surfaces must not exceed 31/2 assembly. The first layer must be attached with 11/4-inch- inches (88.9 mm). The foam plastic does not require an long (32 mm), Type W drywall screws, spaced 24 inches ignition barrier or a coating. (610 mm) on center. The second layer must be applied 4.4.3 Use on Attic Floors: When used on attic floors, perpendicular to the joists, offset 24 inches(610 mm)from Icynene LD-C-50T 1 and LD-C-50 v2 foam plastic insulation the base layer. The second layer must be attached with may be installed at a maximum thickness of 1111/2 inches 2-inch-long (51 mm), Type S drywall screws spaced 12 (292 mm)between joists in attic floors. The insulation must inches (305 mm) on center. Additional fasteners must be be separated from the interior of the building by an installed along the butt joints of the second layer, securing approved thermal barrier. The coatings specified in in the two layers together. These fasteners must be 11/2-inch- Section 4.4.2.1 and the ignition barrier in accordance with long (38 mm), Type G drywall screws placed 2 inches IBC Section 2603.4.1.6 anc IRC Section R316.5.3,may be (51 mm) back from each end of the butt joint and spaced omitted. 12 inches (305 mm) on center. The wallboard joints on the 4.5 One-hour Ffre resistance-rated Assemblies: exposed side must be treated with paper tape embedded in joint compound and topped with an adaed coat of 4.5.1 Assembly 1 (Limited Load-bearing Wood Stud compound, and the fastener heads must be coated with Wall): Minimum nominally 2-by-4 (11/2 by 31/2 inches joint compound in accordance with ASTM C840 or (38 mm by 89 mm))southern pine(G = 0.55), No. 2 grade GA-216. studs spaced 16 inches (406 mm) on center with a base 4.5.4 Assembly 4 (Non-loadbearing Steel Stud Wall): layer of /2-inch-thick (12.7 mm) wood fiber sound board Nominally 6-inch-deep (152.4 mm). No. 18 gage, installed horizontally on each face with vertical joints galvanized steel studs spaced 16 inches (406.4 mm) on located over the studs, attached with 6d box nails. 2 inches center, are friction-fit into No. 18 gage galvanized steel (51 mm) long and spaced 24 inches (610 mm) on center s along the studs, and a second layer of 5/8-inch-thick floor and ceiling track with a layer of /a-inch-thick (15.9 mm)Type X gypsum wallboard installed vertically on (15.9 mm),Type X gypsum board applied to the interior side with the long edge parallel to steel studs and secured each face, attached with 8d box nails, 21/2 inches(64 mm) using No. 6, 11/4-inch-long (31.7 mm). self- drilling drywall long and spaced 7 inches (178 nim) on center along the screws spaced 8 inches (203 mm) on center around the studs. The stud cavity contains Icynene insulation perimeter and 12 inches (305 mm) on center in the field. nominally 2 inches(51 mm)thick. The gypsum board Joints must be treated with vinyl or Axial loads applied to the wall assembly must be limited casein, dry or premixed joint compound applied in two to the least of the following: coats to cover all exposed screw heads and gypsum board • 1;805 pounds(8029 N) per stud. butt joints, and a minimum 2-inch-wide (51 mm) paper, plastic, or fiberglass tape embedded in the first layer of • Design stress of 0.78 Pc. compound over butt joints of the gypsum board. The stud • Design stress of 0.78 Pc at a maximum IQ/d of 33 cavity is filled with Icynene�rinsulation up to 6 inches 152 mm) thick. DensGlass' Gold Exterior Sheathing, 4.5.2 Assembly 2 (Limited Load-bearing Wood Stud /2 inch (12.7 mm)thick, is installed parallel to steel studs Wall): Minimum nominally 2-by-4 [11/2 by 31/2 inches with vertical joints offset a minimum of 16 inches 406 mm) (38 mm by 89 mm)]southern pine(G = 0.55), No. 2 grade from the vertical joints of the gypsum board and the studs spaced 16 inches (406 mm) on center with two horizontal joints offset a minimum of 24 inches (610 mm) layers of '12-inch-thick (12.7 mm) Type X gypsum from the horizontal joints of the gypsum board. The wallboard installed vertically with joints staggered on each sheathing is attached using No. 6, 11/4-inch-long ESR-1826 I Most Widely Accepted and Trusted Page 4 of 6 (31.7 rem), self-drilling drywall screws spaced 8 inches 5.1 This evaluation report and the manufacturer's (203 mm)on center around the perimeter and in the field. published installation instructions, when required by Hohmann& Barnard DW-10 brick ties, 6 inches(152 mm) the code official, must be submitted at the time of long by 11/2-inches (38 mm) wide, are spaced 16 inches permit application. (406.4 mm) on center vertically on each steel stud, and secured, using two 15/8-inch-long (41.3 mm) self-drilling 5.2 The insulation must be installed in accordance with screws,through 4-inch (102 mm)red clay brick[31/2 inches the manufacturer's published installation instructions, (88.9 mm) by 21/4 inches (57.1 mm) by 73/4 inches this evaluation report and the applicable code. If there (197 mm)] laid in a running bond pattern with Type S is a conflict between the installation instructions and mortar, leaving a nominally 1-inch (25.4 mm) air gap this report,this report governs. between the brick and the exterior sheathing. 6.3 The insulation must be separated from the interior of the building by an approved 15-minute thermal Optional: It :s permitted to add code-complying, barrier, except when installation is as described in expanded polystyrene (EPS). extruded polystyrene (XPS), Section 4.3.2 or in attics and crawl spaces as foil-faced; rigid polyurethane board stock or polyurethane described in Section 4.4.2 and 4.4.3. spray foam on the exterior of the wall (between the DensGlass" Gold sheathed wall and the brick), while 5.4 Since the performance of LD-C-50 v2,when installed maintaining the 1-inch (25.4 mm) air space. The length of in unvented attics without a code-prescribed ignition the brick ties must be increased to account for the barrier or an intumescent coating, is based on fire thickness of the insulation. performance of an unvented attic, the installation must be approved by the code official as conforming 4.6 Exterior Walls in Type I,II, Ill and IV Construction: with the provisions of Section 4.4.2.2 and Conditions 4.6.1 General: When used on exterior walls of Types I, II, 1 to 5 of Section 4.4.2. III or IV construction, the assembly must comply with IBC 5.5 The insulation must not exceed the thickness and Section 2603.5 and this section, and the LD-C-50 and density noted in Sections 3.2,4 3,4.4,4.5 and 4.6. LD-C-50 v2 insulation must be installed at a maximum thickness of 6 inches (152 mm). The potential heat of 5.6 The insulation must be protected from the weather Icynene LD-C-50 and LD-C-50 v2 insulation is 494 Btu/ft2 during and after application. (5.6 MJ/m2) per inch of thickness, when testing is in 5.7 The insulation must be applied by licensed dealers accordance with NFPA 259. and installers certified by Icynene, Inc. 4.6.2 Exterior Face: Nominally 6-inch-deep (152 mm), 5.8 Use of the insulation in areas where Me probability of No. 18 gage, galvanized steel studs spaced 16 inches termite infestation is 'very heavy' must be in (406 mm) on center, are fastened to No. 18 gage, accordance with IRC Section R318.4 or IBC Section galvanized steel floor and ceiling track using No. 8, 2603.8,as applicable. /o-inch-long (22.2 mmm, self-tapping pan head framing screws. GP DensGlass Gold Exterior Sheathing, /2 inch 5.9 Jobsite certification and labeling of the insulation must (12.7 mm)thick, is installed over the exterior side of steel comply with IRC Sections N1101.4 and N1101 4.1 studs with the long end perpendicular to the steel studs, and IECC Sections 303.1.1 and 303.1.2, as using No. 6, Type S, 1'/4-inch (31.7 mm), self-tapping applicable. bugle head screws spaced 8 inches (203 mm) on center 5.10 When LD-C-53 v2 insulation is installed under around the perimeter and in the field. The stud cavity is Section 4.4.2.2 of this report, a certificate must be filled with Icynene insulation to a nominal thickness of placed in the attic stating that the foam plastic 6 inches(152 mm), insulation has been installed in accordance with 4.6.3 Interior Face: Type X gypsum board, J/© inches Conditions 1 to 5 of Section 4.4.2 and the terms of (15.9 mm) thick is installed with the long dimension Section 4.4.2.2 of ESR-1826: any alterations to the perpendicular to steel studs with No. 6, Type S, 11/4 inch- attic or insulation must be consistent with those long (31.7 mm), self-tapping, bugle head screws spaced 8 requirements. inches(203 mm)on center around the perimeter and in the 5.11 A vapor retarcer must be installed in accordance field. The gypsum board joints must be treated with vinyl or with the applicable code. casein, dry or premixed joint compound applied in two coats to cover all exposed screw heads and gypsum board 5.12 Icynene LD-C-50 and LD-C-50 v2. foam plastic butt joints, and a minimum 2-inch-wide (51 mm) paper, insulation are manufactured in Mississauga, Ontario, plastic, or fiberglass tape embedded in the first layer of Canada, under a quality control program with compound over butt joints of the gypsum board. inspections by Intertek Testing Services(AA-691). 4.6.4 Exterior Wall Covering: Details of the exterior wall 6,0 EVIDENCE SUBMITTED covering must be provided to the code official by the report 6.1 Data in accordance with the ICC-ES Acceptance holder, designer or specifier, with an engineering analysis Criteria for Spray-applied Foam Plastic Insulation demonstrating that(1) the exterior wall covering conforms (AC377), dated June 2012, including reports of tests to ASTM E136 and (2) the addition of the wall covering to in accordance with Appendix X (Section 4.4.2.1) and the assembly described in this section does not negatively Appendix C(Section 4.4.2.2). affect conformance of the assembly with the requirements of IBC Section 2603.5. 6.2 Test report on air leakage rate in accordance with ASTM E283, 5.0 CONDITIONS OF USE 6.3 Reports of room corner fire testing in accordance with The Icynene LD-C-50T" and LD-C-50 v2 spray-applied NFPA 286. polyurethane foam plastic insulations described in this report comply with, or are suitable alternative to what is 6.4 Test reports in accordance with ASTM E119 specified in,those codes listed in Section 1.0 of this report; 6.5 Test report in accordance with NFPA 285.and related subject to the following conditions: engineering analysis. ESR-1826 I Most Widely Accepted and Trusted Page 5 of 5 6.6 Reports of tests in accordance with NFPA 259. 8.2 Uses: 6.7 Reports of fire tests in accordance with ASTM E970. The products comply with the above-mentioned codes as 6.8 For LD-C-50 v2, an engineering evaluation, including described in Sections 2.0 to 7.0 of this report, with the full-scale fire testing, small-scale testing and fire revisions noted below. modeling. • Application with a Prescriptive Ignition Barrier: See 7.0 IDENTIFICATION Section 4.4.1, except attics must be vented in accordance with 2006 IBC Section 1203.2, and crawl All packages and containers of Icynene LD-C-50T" and space ventilation must be in accordance with 2006 (BC LD-C-50 v2 must be labeled with the Icynene, Inc., name Section 1203.3, as applicable. Additionally, an ignition and address: the product name; the flame spread index barrier must be installed in accordance with 2006 IRC and the smoke-developed index: the shelf life expiration Section R314.5.3 or R314.5.4,as applicable. date; the label of the inspection agency (Intertek Testing • Application without a Prescriptive Ignition Barrier Services);and the evaluation report number(ESR-1826). See Section 4.4.2, except attics must be vented in Intumescent coatings are identified with the accordance with Section 1203.2 of the 2006 IBC or manufacturer's name and address, the product trade name Section R806 of the 2006 IRC, and crawl space and use instructions. ventilation must be in accordance with Section 1203.3 of 8.0 OTHER CODES the 2006 IBC or Section R408 of the. 2006 IRC, as applicable, 8.1 Scope: • Jobsfte Certification and Labeling: See Section 5.8, In addition to the codes referenced in Section 1.0, the except jobsite certification and labeling must comply products recognized in this report were evaluated for with Sections 102.1.1 and 102.1.11, as applicable, of compliance with the requirements of the following codes: the 2006 IECC. • 2006 International Building Code(2006 IBC) ■ Protection Against Termites: See Section 5.7, except • 2006 International Residential Code?(2006 IRC) use of the insulation in areas where the probability of termite infestation is "very heavy' must be in • 2006 International Energy Conservation Code? accordance with Section R320.5 of the 2006 IRC. (2006 IECC) TABLE 1—THERMAL RESISTANCE(R-VALUES)FOR LD-C-50 and LD-C-50 v2 THICKNESS(inches) R-VALUE(°F•ft2•h/Btu) 1 3.7 2 7 3 11 3.5 13 4 14 5 18 5.5 20 6 22 T 25 7.5 27 8 29 9 32 9.5 34 10 36 11.5 41 14 50 20 74 For SI:1 inch=25.4 mm, 1°F•ft2•hll3tu=0.176 110°K•m2NV. 'R-values are calculated based on tested K values at 1-and 3.5-inch thicknesses. 'R-values greater than 10 are rounded to the nearest whole number. a ammo 43, I ICYNENE CLASSIC MAXTM ICYNENE° INSULATION CERTIFICATE The Evolution of Insulation" (LD-C-50v2) • Complying with ICC-ES REPORT 1826' INSULATION CERTIFICATE • DO NOT REMOVE PLEASE POST NEAR ELECTRICAL PANEL. This form must be filled out and posted to comply with building code requirements. Meets IRC requirements: 2006 IRC-N1101.2,N1101.4,N1101.8 2009 IRC-N1101.2,N1101.4,N1101.8 2012 IRC-N1101.3,N1101.7,N1101.12 Please consult International Building Code(IBC),Chapter 26-Plastic and International Residential Code(IRC)2006 IRC R314,2009 IRC R316,2012 IRC R316-Foam Plastics for specific requirements.The aforementioned Icynene spray polyurethane foam insulation system(s)has/have been installed in accordance with manufacturer's processing guidelines to provide a thermal resistance of: Area Insulated Aged R-Value Thickness" Attic Areal R- at inches Sloped Ceilings R- at inches Walls(location): R- at inches Walls(location): R- at inches Floors(over an unheated crawl space) R- at inches Crawl Space Perimeter R- at inches Basement Walls R- at inches Other(location): R- at inches 'Nominal thicknesses are representative of field,spray-applied foam material. Jobsite Address Date of Insulation Installation Building Contractor Insulation Contractor Insulation Contractor Phone Installed By Classic Max'Batch Number/s •The foam plastic has been installed in accordance with the terms of Section Area not intended for occupancy or storage.Occupied areas must be 4.4.2.2 of ESR-1826,and that any alterations to the attic must be consistent with protected with a thermal barrier. those requirements.An ignition barrier or intumescent coating is not required. NOTE TO HOMEOWNER:Access to this attic is limited to servicing of utilities and equipment only,unless specifically designed for storage per building code requirements. Updated October 2013 ICYNENE Inc. 6747 Campobello Road,Mississauga ON LSN 2L7 Canada ICYNENE.COM Insulation(:cn:Gcalc Tcmpiu_ClassicMax vcrs,on 3.,1dd I 18/12/2013 428:10 PM ' t:•'' ). I I' .$7.,•,>2 441, il 'At.-.1 t A" ' co 0 440' 44 os N \,i,i 0 4,,,...00:i l8_ Jad e® '1 I s. 1 �. 1-i� a O .., ♦I,. � ` if .. - �V TIME IS _ , , . I:\ . , r w'!.9"y ONE & DONE APPLICATION - r *: NO IGNITION BARRIER REQUIRED f.. �; SAVES TIME & MONEY +° J ',* '4' ! e�,y�u,,, ICYNENE Classic Mai[ :aa'iAi It. yy j Insulation's Evolution starts here! ;`.' .. p ' Icynene's latest product innovation, Icynene Classic Max, eliminates :to the need for an ignition barrier in residential applications. It saves you money and time. Thanks to Icynene's innovation, installing spray foam doesn't need to be a lengthy, multi-step process. Icynene Classic Max is tested and certified to be sprayed in all residential applications with no ignitionr• barrier required. Get on with the job. Icynene Classic Max is a one and done application.This new product - . innovation also offers a higher yield and superior adhesion to provide i �"'�� a seamless air barrier that works immediately! Icynene Classic Max is •11 12 1�� designed to last as long as your design. •/ Visit us online at www.icynene.coml �� f .,g 4/ — t • •,,�7 6 3 ICYNENE ''----, ITHE EVOLUTION OF INSULATION" N I • • • ^.. .1W _ !..M-9,‘ 0;-S, ii.:V6.* . ., ',`,,' ` 11 I l 1 I , 11 �11 , , ii, ..... . .. , 1l t _ , •�.„ .*. ....._ - - 1 ICYNENE CLASSIC MAX Ignition Barrier Free • ALL residential applications no longer require an ignition barrier, including unvented attics Higher Yield • Up to 50% better yield than competitive sucrose-based products • Better spray coverage Superior Adhesion • Improved adhesion to more surfaces and to itself Improved Spray-Ability • Ease of control allows for improved application Low Odor • Improved working conditions with low odor product THE ICYNENE CLASSIC MAX ADVANTAGE WHAT BUILDERS ARE SAYING When compared to competitive sucrose-based products "We support innovation that allows us to eliminate available on the market, Icynene Classic Max: costs, like unnecessary ignition barriers. This is critical • Achieves up to 50% higher yield upon application to our industry and to our business specifically." • Has greater spray-ability, meaning no dripping or Robert Smart-COO of Savvy Homes in Raleigh,NC shrinkage when sprayed • Has a wide temperature range for applications, ESR INFORMATION making it suitable for any climate When LD-C-50v2 is applied at thicknesses above • Is not considered a food source for pests 5 '/z" on the roof deck and 1 1/2" over studs"... " the insulation may be exposed to the attic without WHY IS IB-FREE IMPORTANT? a prescriptive ignition barrier or an intumescent • Unvented attics represent a significant amount coating." (Excerpt taken from ESR 1826 for Icynene of residential spray foam applications Classic Max- LD-C-50-v2) • More cost effective application, enabling installation in more homes • One-step application eliminates the need for Proud to be associated with: additional visits • Removes the difficulty of applying an ignition is:AHB1111 .?...- c. r, . *'* EA CN __ , EARTH i barrier as well as the liability of a poorly installed NTER( � ' CRAFT SCHOOLS r. HOUSE I OREKN ignition barrier APPROVED MEMBER M 21--- ENERGY STAR ICYNENE} . ...; IATION'. WWW.ICYNENE.COM 1 -800-758-7325 INQUIRY@ICYNENE.COM c`� ` Fl• , . �� CITY OF ATLANTIC BEACH j r. 4 $? 800 SEMINOLE ROAD J ATLANTIC BEACH, FL 32233 ' INSPECTION PHONE LINE 247-5814 '-or i1 Sr PLUMBING PERMIT MUST CALL BY 4PM FOR NEXT DAY INSPECTION: 247-5814 JOB INFORMATION: Job ID: 16-PLBG-778 Job Type: PLUMBING ONLY Description: PLUMBING - 24 FIXTURES Estimated Value: Issue Date: 4/1/2016 Expiration Date: 9/28/2016 PROPERTY ADDRESS: Address: 1570 W PARK TER RE Number: 171942-0000 PROPERTY OWNER: Name: BROWN, MAUREEN A Address: 1570 W PARK TER GENERAL CONTRACTOR INFORMATION: Name: AMERICAN PLUMBING CONTRACTORS Address: 5720 ARLINGTON RD QA RANDOLPH EROL MILLER Phone: - - FEES: State PLMG DBPR Surcharge $2.00 State PLMG DCA Surcharge $2.00 Plumbing Fixtures $168.00 Trade Permit Base Fee $55.00 Total Payments: $227.00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. PLUMBING PERMIT APPLICATION CITY OF ATLANTIC BEACH 800 Se Seminole Rd Atlantic Be�h, FL 32233 � � — �L��-. 778 Ph(904) 247-5826 Fax 904 247-5845 r JOB ADDRESS: 154'7a Pack T rfoce Vlie i- PERMIT# '(g-g ADp a.% NEW OR REPLACEMENT INSTALLATION: Project Value$ TYPE OF FIXTURE QTY TYPE OF FIXTURE QTY Bathtub Septic Tank&Pit Clothes Washer _ I__ Shower 2. Dishwasher —I Shower Pan Z Drinking Fountain Slop Sink Floor Drain Three Compartment Sink Floor Sink Toilet 2_3 Hose Bibs 2 Urinal Kitchen Sink —1---- Vacuum Breakers Laundry Tray V 0 Water Connected Appliances — Or Lavatory S Water Heater Other Fixtures Water Treating System RE-PIPE: TYPE OF FIXTURE QTY TYPE OF FIXTURE QTY Bathtub Septic Tank&Pit Clothes Washer Shower I.- Dishwasher Shower Pan Drinking Fountain Slop Sink Floor Drain Three Compartment Sink Floor Sink Toilet 2.. Hose Bibs Urinal Kitchen Sink Vacuum Breakers Laundry Tray Water Connected Appliances Lavatory 2.. Water Heater Other Fixtures Water Treating System MISCELLANEOUS: ❑ Sewer Replacement ❑ Back Flow Preventer ❑ Grease Interceptor(Trap) gallons(Requires 3 sets of plans) ❑ Lawn Sprinkler System-Number of Heads ❑ Well ** ** SJRWD Well Completion Form. Completed form to be submitted to the Building Department for final inspection.** ❑ Other Permit becomes void if work does not commence within a six month period or work is suspended or abandoned for six months.I hereby certify that I have read this application and know the same to be true and correct. All provisions of laws and ordinances governing this work will be complied with whether specified or not. The permit does not give authority to violate the provisions of any other state or local law regulation construction or the performance of construction. Property Owners Name R c'6S 0.4.1 —tT Au to vWc- Phone Number Plumbing Company 4retacic �� N CrArfa-Orr Office Phone° 145-16 Fax9[ 1 •9144 Co. Address: S12.0 Arli J City iqcL4Sd w He State Cl.. Zip 32211 License Holder (Print): 1z,,,,o .A/1 1ti V / State Certification/Registration# C FC DS109$S Notarized '. , , ■ • • ',• , • - • l, /- ��,ii'ra;;,��, KIM GOOBEE . .: Notary Public-Stg,°i" :c4 u;scn i ed before m t s , i day of (*.A 20 1 (,' Commission#FF 9 0 "d� y P SR ?P� f Notary Public 4 i��/%�irlt'��dF'= My Comm.Ex ire "Wu- •R;,, `ss Bonded through National tary ssn. -- , mit• Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. MiTek OFFICE COPY RE: J150645 - New Century- Alloway Remodel - RC MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Tampa,FL 33610-4115 Customer Info: New Century Construction Project Name: Alloway Remodel Model: Lot/Block: Subdivision: Address: 1570 Park Terrace West City: Atlantic Beach State: FL Name Address and License#of Structural Engineer of Record, If there is one, for the building. Name: License#: Address: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2014/TPI2007 Design Program: MiTek 20/20 7.6 Wind Code: ASCE 7-10 Wind Speed: 130 mph Roof Load: 37.0 psf Floor Load: N/A psf This package includes 8 individual, dated Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name Date 1 'T7771954 1A1 12/15/015 2 T7771955 1A2 12/15/015 3 1T7771956 1 A3 112/15/015 McVeigh&Mangum Engineering,Inc. 4 1T7771957 1A5 12/15/015 lob f ° SD itiii 5 1T7771958 1A6 12/15/015 Date in — Out 16 1T7771959 I A7 , 12/15/015 NO EXCEPTIONS TAKEN 7 1T777196 A9 12/15/01$ MAKE CORRECTIONS NOTED MW 8 T7771961 1 A9 12/15/01 AMEND&RESUBMIT __ REJECTED-SEE REMARKS —_ This review is only for general conformance with the design concept of the protect and general compliance with the ,ntormation given lr the,,•ntract documents.Any action .h..wn a suhiect h.th''ns,,,r,n,'nts of the plans and dlcattons t ontt.1 n i,>•,•••p.mstble for dimensions 1,shall be,on:lnned.m.t,,,rrelated at the job site, r.l '•,_.,ron pro.,...e,an,:',h!Jaques of constructn,n; ,hrn,•t In.worl. 4',•It of all other trades,and ;::r.:l.lrh a,.::'''work. , The truss drawing(s)referenced above have been prepared by MiTek .0 i,1r Industries, Inc. under my direct supervision based on the parameters ��.`D0P: ' ,, A4 1.,e,• provided by Manning Building Supplies. ;%�� ... \ S• • •'92i�: Truss Design Engineer's Name: Albani, Thomas : • �1�• 9.80 My license renewal date for the state of Florida is February 28, 2017. _ / - * = IMPORTANT NOTE:Truss Engineer's responsibility is solely for • �' g p Y Y :"D'•. ST-TE OF .' �Z design of individual trusses based upon design parameters shown :0,�.• ,. v-..••'� on referenced truss drawings. Parameters have not been verified x` ••< 0 R k�.•• \ N% as appropriate for any use. Any location identification specified is '.,'ASS,/ONA��\.4 N,. for file reference only and has not been used in preparing design. '/1/1111111��`� Suitability of truss designs for any particular building is the Thomas A.Alban)PE No.39380 responsibility of the building designer, not the Truss Engineer, MiTek USA,Inc.FL Cert 6634 p Y 9 9 g 6904 Parke East Blvd.Tampa FL 33610 per ANSI/TPI-1, Chapter 2. Data December 15,2015 Albani,Thomas 1 of 1 Job Truss Truss Type ;Oty Ply New Century-Alloway Remodel-RC 1 T7771954 J150645 Al Common Supported Gable 1 1 1 Job Reference(optional) Manning Building Supplies, Jacksonvile.FL 7.640 s Sep 29 2015 MiTek Industries.Inc. Tue Dec 15 15:51:54 2015 Page 1 I D:1 QHOIAA3XLuHr5SUpuf Bs4y9?zL-9UshVwHX?hsCbZbJKBOMXdjIG9arW DxmiW KtR3y8hMJ 2-0.0 19-10-12 39.9.7 1 41-9-7,I 1 2-0-0 I 19-10-12 19.10.12 2-0-0 Scale=1:74.6 2.50 12 555= 3x6 10 11 12 13 14 7 8 9 15 16 3x6= 6 17 3x4 4 5 „ 18 19 20 3x4 ti• 21 1 1 22 2 3 �- �� .0 22 23 11' rl; ,- •••••••• ., .., ... ... •• •• ••••••••- • • cb 6 6 5x8 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 5x8 11 3x5_ 5x5— 3x5 I 39-9-7 1 39-9-7 Plate Offsets(X,Y)-- (2:0-3-8,Edge),[2:0-8-2,Edge),122:0-8-2,Edgel,[22:0-3-8,Edgel,131:0-2-8,0-3-01 ( I LOADING(psf) I SPACING- 2-0-0 CS,. DEFL, in (loc) Udefl Ud i PLATES GRIP TCLL 20.0 1 Plate Grip DOL 1.25 TC 0.40 Vert(LL) 0.00 22-23 n/r 90 MT20 244/190 TCDL 7.0 I Lumber DOL 1.25 BC 0.26 Vert(TL) 0.01 23 r1/r 80 BCLL 0.0 • Rep Stress Incr YES WB 0.04 Horz(TL) 0.01 22 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix) Wind(LL) 0.01 23 n/r 120 Weight:176 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. OTHERS 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 39-9-7. (Ib)- Max Horz 2=69(LC 8) Max Uplift All uplift 100 lb or less at joint(s)31,32,33,34,35,36,37,30,29, 28,27,26,25 except 2=-193(LC 12),38=-121(LC 12),24.121(LC 12), 22=-193(LC 12) Max Gray All reactions 250 lb or less at joint(s)31,32,33,34,35,36,37,30, 29,28,27,26,25 except 2=307(LC 21),38=405(LC 21),24=405(LC 22), ,,` ',,.1111111/1.��i 22=308(LC 22) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. `�� • ........ E N'••Ce-9�� WEBS 4-38=-283/247,20-24=-283/247 : '. •••0 SF•'•'/ • .3 NOTES- No 39380 ';• 1)Unbalanced roof live loads have been considered for this design. ... —* • 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=4Oft;eave=2ft;Cat.C -. -- +I Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Comer(3)-2-0-6 to 1-11-6,Exterior(2)1-11-6 to 19-10-12,Comer(3)19-10-1Z"fl.. ter•-- z l •to 23-10-12 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for ,n �• e reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 ' g . 3)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry �-.e. . ,'�� Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. �� •'• [� %.9....**�\`�� 4)All plates are 1.5x4 MT20 unless otherwise indicated. �0,SSA • • ,s� 5)Gable requires continuous bottom chord bearing. I��'O N Al-,'`��S 6)Gable studs spaced at 2-0-0 oc. 7)This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. Thomas A.Albanl PE No.39380 8)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will MITek USA,Inc.FL Curt 6634 fit between the bottom chord and any other members. 6904 Parke East Blvd.Tampa FL 33610 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)31,32,33,34,35,36, Date, 37,30,29,28,27,26,25 except(jt=lb)2=193,38=121,24=121,22=193. December 15,2015 10)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)2,22. 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MA-7473 rev.IO03f2015 BEFORE USE Mu Design valid for use only with Welds connectors.this design Is based only upon parameters shown,and Is tot an Individual building component.not a truss system.Before use,the btitdng designer resist verity the applicabity of design parameters and properly incorporate this design into the overall tailing design. Bracing Irldlcated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' ', is always required for stability and to prevent collclpse with possible personal Mary and properly damage. For general gtidarnce regarding the lubrication.storage,delivery,erection and bracing of teases and truss systems,seeANSI/TPI I Quality Criteria,DS849 and BCSI Building Component 6904 Parke East Bbd. Safety Information available from Truss Plate Institute,218 N.lee Street-Stile 312.Nexandda,VA 22314. Tampa.FL 33610 'Job Truss Truss Type City Ply New Century-Alloway Remodel-RC 77771954 J150645 Al Common Supported Gable 1 1 Job Reference(optional) Manning Building Supplies. Jacksonville.FL 7.640 s Sep 29 2015 6MTek Industries.Inc.Tue Dec 15 15:51:54 2015 Page 2 ID:1 OHO1AA3XLuHr5SUpu1Bs4y9?zL-9UshVwHX?hsCbZbJKBOMXdjtG9arW DxmiW KtR3y8hMJ NOTES- 11)`Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI.7473 rev.10103/201S BEFORE USE 111111' Design valid for use only with MI lekA connectors.this design Is based or*upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the bailing designer must verily the applicability of design parameters and properly Incorporate this design Into the overall bulling design. Bracing Indicated Is to prevent buckling of IndNdud truss web and/or chord members only. Additional temporary and permanent bracing M iTe k' is always rwitired for stability and to prevent collapse with possible personal Injury and properly damage. For general guidance regarding the klxk:atk>n.storage.delivery,erection and bracing of trusses and truss systems.seeANSI/IPI I Dually Criteria,DSR49 and BCSI Bulking Component 6904 Parke East Blvd. Safety Information available from truss Plate Inslhde,218 N.Lee Street,Suite 312,Atexandda,VA 22314. Tampa.FL 33610 Job Truss Truss Type Oty Ply New Century-Alioway Remodel-RC T7771955 J150645 A2 COMMON 2 1 I Job Reference(optional) Manning Building Supplies. Jacksonville,FL 7.640 s Sep 29 2015 MiTek Industries.Inc. Tue Dec 15 15:51:55 2015 Page 1 ID:1 QHOIAA3XLuHr5SUpuf Bs4y9?zL-egQ3iGH9m?_3DjAVuuXb4rFM5Zkc FUHvxA3Q_Vy8hM1 •2.0-0 1 7-10-0 I 15-2-8 I 19-10-12 I 26-11-9 1 39-9-7 i 41-9-7 2-0-0 7-10-0 7-4-8 4-8-4 7-0-13 12-9-14 2-0-0 Scale=1:73.3 2.50 12 5x5= 3x10 22 5 23 5x5 4 3x4 = 6 5x8 = = 3 4x76= 7 n S• 24 2 !- j� B 8 1.-`"1„! a 15 14 13 12 11 10 6x12 M18SHS= 3x6= 6x6= 5x8_ 5x12= 1.5x4 II 3x5= 1.00 12 7-10.0 { 11.6.4 I 15-2-8 i 19-10-12 i 26-11-9 l 34-1-0 I 39-9-7 i 7-10-0 3-8-4 3-8-4 4-8-4 7-0-13 7-1-7 5-84 Plate Offsets(X,Y)-- [3:0-2-8,0-3-01,[7:0-3-12,0-3-01,[8:0-3-5,Edge1,[11:0-3-8,0-2-81,[12:0-3-4,0.3-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.84 Vert(LL) 0.58 14-15 >703 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 1.00 Vert(TL) -1.30 14-15 >313 180 M18SHS 244/190 BCLL 0.0 • Rep Stress Incr YES WB 0.81 Horz(TL) 0.27 10 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:183 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 D*Except* TOP CHORD Structural wood sheathing directly applied or 1-7-8 oc purlins. 5-7:2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. BOT CHORD 2x4 SP No.1D'Except' WEBS 1 Row at midpt 7-11 12-13,8-12:2x4 SP No.2 ' MiTek recommends that Stabilizers and required cross bracing WEBS 2x4 SP No.2 be installed during truss erection,in accordance with Stabilizer Installation guide. i REACTIONS. (lb/size) 2=1301/0-5-8,10=1990/0-5-8,8=-128/0-3-8 Max Horz2=74(LC 8) Max Uplift2=-540(LC 12),10=-697(LC 12),8=-250(LC 21) Max Grav2=1301(LC 1),10=1990(LC 1),8=71(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-6311/2453,3-4=-3907/1561,4-22=-2140/932,5-22=-2133/939,5-23=-2121/940, 6-23=-2163/933,6-7=-1896/803,7-24=-706/1937,8-24=-712/1893 BOT CHORD 2-15=-2329/6163,14-15=-2292/6049,13-14=-1096/2898,12-13=-1091/2885, 11-12=-687/1817,10-11=-1693/687,8-10=-1858/757 WEBS 3-15=-329/1039,3-14=-2388/954,4-14=-385/1160,4-12=-1014/442,5-12=-180/589, 6-12=-138/492,6-11=-536/307,7-11=-1373/3569,7-10=-1807/769 ` � G E N S `, E , NOTES- p`S A. qN"04.1, 1)Unbalanced roof live loads have considered for i 2)Wind ASE 7-10;Vultt=130mph eco dgu t)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=2511;B=45ft;L=40ft;eave=51t;Cat.II; $' •• , ''i Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-2-06 to 1-10-7,Interior(1)1-10-7 to 19-10-12,Exterior(2)19-10-12 ' to 23-10-7 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for No 39380 •• 7 reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 "` • .., . -----* • 3)All plates are MT20 plates unless otherwise indicated. - _A 4)This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. —•-O; 5)•This truss has been designed for a live load of 20.0psf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will; , T _ L" fit between the bottom chord and any other members. ,„„.,..__,,415,,. •r :..� �� 4cZ7 6)Bearing at joint(s)2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity i� • 9 1 O P 9 9 9 9 9 9 Y P Y i��••• O R 1 O•••. \�`� of bearing surface. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at jolnt(s)except(jt=1b)2=540, 'i,SS••• ....r�•V. N�v 8)"Semi-rigid 8=250.thbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. ��/•O N d i' �� 9 P tY YS 9 Thomas A.Alban)PE No.39380 MiTek USA,Inc.FL Cart 6634 6904 Parke East Blvd.Tampa FL 33610 Date: December 15,2015 4 0 WARNING•Verily design panunetars and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Me-7473 rev.1003/2015 BEFORE USE. NI. Design valid for use only with Mltek6l connectors.This design is txrsed only upon parameters shown,and Is for cn iodM dual building component not a truss system.Before use,the building designer must verify the applkcabiity of design paKrnelers and properly Incorporate this design Into the overall building design. Bracing indicated Is to prevent budding 01 Individual huss web and/or chord members only. Additional temporary and permanent bracing MiTek Is always required for stability and to prevent collapse with possible personal Injury and property damage. for general guidance regarding the fabrication,storage.delivery.erection and txackng of trusses and truss systems,seeANSI/IPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate institute,218 N.lee Street,Suite 312,Alexandta.VA 22314. Tampa.FL 33610 1 Job Truss Truss Type Qty Ply l New Century•Alloway Remodel-RC I I T7771956 J150645 AS COMMON 4 1 Job Reference(optional) Manning Building Supplies. Jacksonville.FL 7.640 s Sep 29 2015 MiTek Industries.Inc. Tue Dec 15 15:51:56 2015 Page 1 I0:1QHOIAA3XLuHr5SUpufBs4y9?zL-6s_SvcInXJ6wgtkiSc2gc2oZwy4K_zh39gp_Wyy8hMH •2-0-0 I 7-10-0 I 15-2-8 17-6-0 119-10.12 I 25-8-2 I 31-5-8 33.10.4 , 39-9-7 141-9-7 I 2.0.0 7-10-0 7-4-8 2-3-6 2-4-12 5-9-6 5-9-6 2-4-12 5-11-3 2-0-0 Scale=1:73.3 2.50112 5x5= 3x10• 5x5 28 5 6 29 354 5x5= _ TT 7 6x6= • •Y � 8 4x4 30 4x16= _�r�_• 9• "tea_ - - xl� 3�'" 1 2 --.� rL -- _ 0 m ° V.1 �_,� i..�7 14 `r = 114,..,1,7?•c di_' __ 16 15 ® 21 20 19 186 3x8= 4x7= 13 12 ° 6x12 M18SHS= 3x6= 6x8= 2x4 II 2x4 II 3x5= 3x5= 6x8= 1.00 12 7-10-0 11.6.4 I 15-2-8 I 17-6-0 ,19-10-12 I 25-8-2 I 31-5-8 33-10-4 I 39-9-7 I 7-10-0 3-8-4 3-8-4 2-3-8 ' 2-4-12 5-9-6 5-9-6 2-4-12 5-11-3 Plate Offsets(X,Y)-- (3:0-2-8,0-3-0],]10:0-3-5,Edge),j14:0-5-12,0.4-4],(17:0-6-4,0-4-8],]19:0-6-4,03-41 LOADING(psf) f SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.71 Vert(LL) 0.57 20-21 >712 240 ! MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.97 Vert(TL) -1.28 20-21 >317 180 r M18SHS 244/190 BCLL 0.0 • Rep Stress Incr YES WB 0.67 Horz(TL) 0.29 12 n/a rl/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:196 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 D'Except' TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc puffins. 6-8:2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. BOT CHORD 2x4 SP No.2*Except* 1 MiTek recommends that Stabilizers and required cross bracing 2-21,19-21:2x4 SP No.1 D I be installed during truss erection,in accordance with Stabilizer 1 WEBS 2x4 SP No.2 I Installation guide. 1 REACTIONS. (lb/size) 2=1275/0-5-8,10=-281/0-3-8,12=2170/0-5-8 Max Horz2=-74(LC 9) Max Uplift2=531(LC 12),10=-330(LC 21),12=-757(LC 12) Max Grav2=1275(LC 1),10=99(LC 8),12=2170(LC 1) FORCES. (Ib)•Max.Comp-/Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-6118/2388,3-4=-3761/1507,4-28=-3094/1318,5-28=-3088/1321,5-6=-2363/1030, 6-29=-2363/1030,7-29=-2396/1023,7-8=-2297/965,8-9=-252/767,9-30=-995/2719, 10-30=-1002/2676 BOT CHORD 2-21=-2266/5974,20-21=-2230/5863,19-20.1040/2755,5.17=-424/1083, 16-17=-1117/3022,15-16=-831/2215,14-15=-542/203,8-14=-1279/545, 10.12=-2626/1037 - WEBS 4-17=-62/319,5-16=-1080/466,6-16=-243/687,7-16=191/347,/7-15=-370/230,-1 55✓2768, ,,,t-�rt,.�NS'!41/q///le, 8-15=-1001/2597,12-14.2638/1059,9-14.721/1935,9-12=-1036/436 •N 0 �e '0 NOTES- ;• • �\ E N S .'92/••• • 1)Unbalanced roof live loads have been considered for this design. No 39380 :_ 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.0psf;h=25tt;B=45ft;L=4011;eave=5ft;Cat.lw -* • • Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-2-0.6 to 1-10-7,Interior(1)1-10-7 to 19-10-12,Exterior(2)19-10-� . to 23-10-7 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for ="0 t _l reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 • 3)All plates are MT20 plates unless otherwise indicated. •.i�...,s,-T' ,_ �- 4, 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. •• re- .* ,.z 5)•This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will •• �' .4 O R %O..•• -S fit between the bottom chord and any other members. •00 Ot9'.....••' \ ∎• 6)Bearing ari g at joint(s)ace2 considers parallel to grain value using ANSUTPI 1 angle to grain formula. Building designer should verify capacity ��//"11/1111111.-O N A �� 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)2=531, Thomas A.Albanl PE No.39380 10=330,12=757. 8)-Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. MiTek USA Inc.FL Cart 6634 6904 Parke East Blvd.Tampa FL 33610 Date: December 15,2015 1 mit a WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MB-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with Mltekr connectors.this design Is based only upon parameters shown,and is for an Individual tuldng component,not a from system.Before use,the tsMding designer must verity the aptxIrsrt illy of design parameters and properly Incorporate Ihis design Info the overall building design- Bracing Indicated is to prevent buckling 01 Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek Is always required for stab4ery and to prevent collapse with possible personal kyury and properly damage. for general guidance regard rig the fabrication,storage,delNery,erection and bracing of misses and truss systems.seeANSVTPf 1 Qualify Criteria,DSB-89 and BCSI Building Component 6904 Parke East BNd. Safely Information available from Truss Plate Institute,218 N.lee Street,Suite 312,Alexandda.VA 22314. Tampa.FL 33610 , Job it Truss Truss Type Qty Ply New Century•Alloway Remodel-RC T7771957 J150645 A5 Common ,3 1 Job Reference(optional) Manning Building Supplies, Jacksonville.FL 7.640 s Sep 29 2015 Welt Industries.Inc. Tue Dec 15 15:51:57 2015 Page 1 10:1 QHOIAA3XLuHr5SUpufBs4y9?zL-a3Yg7yJPIcEmSOJu?JZ39GLhhMTdj P?COUYX20y8hMG I -2-0-0 l 5-10-3 12-10-7 19-10-12 I 26-11-0 33-11-4 l 39-9-7 l 41-9-7{ 2-0-0 5-10-3 7-0-4 7-0-4 7-0.4 7-0-4 5-10-3 2-0-0 Scale=1:72.1 2.50 F11 5x5= 22 5 23 3x4 : 3x4= 6 6x6% 4 6x6 3 21 ~ -0m4 8 1 el V di 1 2 �b 1-- -- d 3 14 13 12 11 10 1.5x4 I I 4x10= 5x8= 4x10= 1.5x4 I I 3x8= 3x8= 5-10-3 12-10.7 l 19-10-12 , 26-11-0 I 33-10-4 33.)1-4 39-9-7 5-10-3 7-0-4 7-0-4 7-0-4 6-11-4 0-i.0 5-10-3 Plate Offsets(X,Y)-- (2:0-3-5,Edge],18:0.3-5,Edge],111:0-3-8,0-2-01,(12:0-4-0,0.3-01,(13:0-3-8,0-2-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Lid T PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.90 Vert(LL) 0.39 13-14 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.77 Vert(TL) -0.92 13-14 >445 180 BCLL 0.0 • Rep Stress Incr YES WB 0.73 Horz(TL) 0.13 10 n/a rt/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:183 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.10 BOT CHORD Rigid ceiling directly applied or 5-4-2 oc bracing. WEBS 2x4 SP No.2 WEBS 1 Row at midpt 7-11,4-12 I MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=1326/0-5-8,10=1839/0.5-8,8=-1/0-3-8 Max Horz 2=74(LC 8) Max Uplift2=-548(LC 12),10=-646(LC 12),8=-141(LC 21) Max Grav2=1326(LC 1),10=1839(LC 1),8=113(LC 22) FORCES. (lb)-Max.Comp-/Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-21=-4229/1619,3-21=-4222/1626,3-4=-3497/1423,4-22=-2267/965,5-22=-2225/972, 5-23=-2225/980,6-23=-2266/973,6-7=-2111/882,7-24=-495/1358,8-24=-503/1313 BOT CHORD 2-14=-1523/4110,13-14=-1530/4107,12-13=-1279/3400,11-12=-765/2028, 10-11=-1143/483,8-10=-1293/548 WEBS 5-12=-142/573,6-12=-155/399,6-11=-472/283,7-11=-1249/3223,7-10=-1652/713, 4-12=-1336/549,4-13=-15/403,3-13=-765/278 ,`,1/111111//11�1/ 1)Unbalanced roof live loads have been considered for this design. �‘• elk '......., $'_1 ,� 2)Wind:ASCE 7-10;Vult=l3Omph(3-second gust)Vasd=101 mph;TCDL=4.2psi;BCDL=3.0psh h=25ft;B=45ft;L=40ft;eave=5ft;Cat.II; mot A�••*\,, E N ic•". ,, 1.•Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)-2-0-6 to 1-11-6,Interior(1)1-11-6 to 19-10-12,Exterior(2)19-10-12Z• No 39380 •: . to 23-10-7 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 • 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. -- 4)"This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide wilt., ".: . it between the bottom chord and any other members. • • . .44,.., 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joints)except(jt=1b)2=548.-'a •¢ ,tom 10=646,8=141. •�+� 0• •• �" ' % 6)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. •e��1� R 1 �,,••,''�I`ISI�ONA�EC��s Thomas A.Alban!PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: December 15,2015 ■ Q WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev.10M3/2015 BEFORE USE NI- Design valid for use only with We're connectors.lids design Is based only upon parameters shown,and Is for an IndMdual building component,not a truss system.Before use,the building designer must verity the applicability of design parameters and property incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent tracing MiTek" Is always required for stability and to prevent collapse with possible personal In)ury and properly damage. For general guidance regarding the fabrication,storage,delivery.erection and bracing of trusses and muss systems.seeANSI/TPI I Quality Criteria,OSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from teas Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty 'Ply New Century•Alloway Remodel-RC T7771958 J150645 A6 Roof Special 3 1 Job Reference(optional) Manning Building Supplies. Jacksonville.FL 7.640 s Sep 29 2015 MiTek Industries,Inc. Tue Dec 15 15:51:59 2015 Page 1 I D:1 QHOIAA3XLuHr5SUpufBs4y9?zL-W RfaYdKggEUUhKTH7kcXEhQI YA9JBHiVso 1 e7Hy8hME •2•PO i _5-10-3 12.107 19-1012 ____ 22-30 2}71(0 26.11.0 ___3011-0 3V7-0 33-11.4 I 39-9-7 l 41.9.7 2.0-0 610-3 7-0.4 7.04 ' 2.4-4 68-0 4.00 ' 4-0-0 08.0 2.4.4 5-10-3 2.00 Scale=1:73.3 2.50 12 5x8= 3x4 II 5x5 33 5 6 7 34 508 3x4 ..� ^ 5x5� 4 �� 6 2x4 II !� 10 3x5 3 I�re ��!�- - 71 35 <n 2 • 0 6x12-p- �� 12 13, 14 0 20 6 2 1.5x4 II 1P-� o 25 24 23 226x8= 15 14 5x5= 3x8= 4x10= 2x4 1 8x8= 2x4 11 3x4= 3x8- 2x4 II 3x5= 2x4 I 6x8= 33.114 6103 12.107 19.1012 22-3-0 11-0 26-11-0 90-11-0 3t-7-0 331104 ``II 3&9-7 5-10-3 ) 7-04 7-04 { 244 4-0-0 I 40-0 6.8-0 234 01W 5-10-3 Plate Offsets(X,Y)-- [3:0-2-8,0-3-01,18:0-4-0,0-3-01,[9:0-5-8,0-2-21,112:0-3-5,Edgel,[16:0-2-0,0-3-01,[19:0-2-12,0-2-41,[21:0-2-4,0-3-01,[24:0-3-8,0-1-8],[25:0.2-8,0-3-41 LOADING(psi) SPACING- 2-0-0 I CSI. DEFL, in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.94 i Vert(LL) -0.38 24-25 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.82 Vert(TL) -0.91 24-25 >447 180 BCLL 0.0 • 1 Rep Stress'nor YES i WB 0.84 Horz(TL) 0.19 14 Na Na BCDL 10.0 i Code FBC2014/TPI2007 1 (Matrix-M) Weight:205 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD 2x4 SP No.2'Except' BOT CHORD Rigid ceiling directly applied or 3-7-2 oc bracing. 2-25,22-25:2x4 SP No.ID WEBS 1 Row at midpt 4-23 WEBS 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=1263/0-5.8,12=-170/0-3-8,14=1845/0-5-8 Max Horz 2=97(LC 8) Max Uplift2=-522(LC 12),12=-254(LC 21),14=-553(LC 12) Max Grav2=1263(LC 1),12=39(LC 8),14=1845(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-32=-3947/1500,3.32=-3940/1508,3-4=-3203/1297,4-33=-1954/836,5-33=-1910/843, 5-6=-2239/980,6-7=-2799/1188,7-34=-2932/1219,8-34=-2961/1215,9-10=-136/672, 10-11=-134/636,11-35=-679/2229,12-35=-686/2186 BOT CHORD 2-25=-1444/3834,24-25=-1450/3831,23-24=-1191/3112,6-21=-1818/707, 20-21=-186/444,18-19=-908/2574,9-18=-921/2607,10-16=-88/300,12-14=-2149/710 WEBS 3-24=-770/283,4-24=-15/413,4-23=-1340/552,21-23=-646/1824,5-21=-271/604, %%1111 I l Ig z 19-21=-913/2528,6-19=-739/1920,8-19=-187/326,8-18=-265/156,9-16=-1301/434, `�t_,�1. �4. 14-16=-1985/661,11-16=-513/1565,11-14=-1052/411,8-9=-2635/1021 ,54%`O AS AS• A,.A, ii. •••\ '94, . NOTES- :.• • V C E N 5+ .••• , •• 1)Unbalanced roof live loads have been considered for this design. • • 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psi;BCDL=3.0psf;h=25f1;B=45th L=4011;eave=5ft;Cat.CI. • No 39.3.80 •._- _ Exp C;End.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)-2-0-6 to 1-11-6,Interior(1)1-11-6 to 19-10-12,Exterior(2)19-10-1= to 23-10-7 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for Z •• reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 :-13_,,I.:• . . 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. T , • . 4)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0.0 wide will -O--e- ■- };tom fit between the bottom chord and any other members. •. ' �� 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=1b)2=522, 0,�$'• O R 1 V.••`t-: 12=254,14=553. ej! rs�••••••••�\ �. 6)'Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. i1,'O N A,,``�•� Thomas A.Alban'PE No.39380 Wok USA,Inc.FL Cart 6634 6904 Parke East Blvd.Tampa FL 33610 Date: December 15,2015 Q WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MI7473 rev.10/03/2015 BEFORE USE. ild• Design valid for use only with MIIeIIS connectors.this design Is based only upon rxxameters shown.and Is for an individual building component,not a truss system.Before use,the bulldog designer mast verify the applicabilty 01 design pxxameters and properly Incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only.Addiknal temporary and perrnarlent bracing MiTek' Is always rearmed for stability and to prevent collapse with possble personal Injury and property damage. for general guidance regarding the fabrication,storage.delivery,erection and bracing of trusses and tress systems,seeANSI/TP11 Quality Criteria,D58-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information avaiable from truss Plate Institute,218 N.tee Street.Suite 312.Alexandria.VA 22314. Tanga.FL 33610 Job Truss Truss Type Qty I Ply I New Century-Alloway Remodel-RC 17771959 J150645 A7 IRoof Special 1 1 1 I Job Reference(optional) Manning Building Supplies. Jacksonville,FL 7.640 s Sep 29 2015 MiTek Industries.Inc. Tue Dec 15 15:52:00 2015 Page 1 ID:I OHOIAA3XLuHr5SUpufBs4y9?zL- eDyIzLlbXcLJU2ThR7mnuzCSaSDwnee4SnBfjy8hMD -2-0-0 5103 12-10-7 19.10.12 , 22-3-0 26-11-0 31.7.0 3311.4 39-9-7 41-9-7 l 2-0-0 + 5-10.3 l 7-0-4 7.0.4 ' 2-4-4 l 4-8-0 + 4.8-0 2-4-4 570-3 I 2.0.0 Scale=1:73.3 2.50 Fri 5x8= 2 x 4 I I 28 5 6 29 3x4% :: 3x4= 7 5x5= 5x5----... ....11.1.1.1.11....... 4 5x5= 3 .............8 9 27 '��rj '- N" `�_, 10 it ,a o l co 2 _ t•- 716 15 14'`_® t�lo :f.. 6x8 20 19 18 17 4x7= 13 12 3x8= 1.5x4 II 6x6= 5x8= 2x4 I 2x4 11 3x4= 3x5= 6x8= 33-11-4 510-3 12-10-7 19.10-12 I 22-3a 26.110 31-70 , 33-10-4 39.9-7 5-10-3 70-4 70-4 err , 443- + 4.80 ' 2-34 0-8-0 5-10-3 Plate Offsets(X,Y)-- [3:0-2-8,0-3-0],[9:0-2-4,0-3-4],[10:0-3-5,Edge],[14:0-5-8,0-4-0],[16:0-2-4,0-3-01,119:0.2-12,0-3-41 LOADING(psf) SPACING- 2-0-0 I CSI. DEFL. in (loc) I/defl lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.93 Vert(LL) 0.39 19-20 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.97 Vert(TL) -0.90 19-20 >452 180 BCLL 0.0 • Rep Stress Incr YES WB 0.67 Horz(TL) 0.16 12 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:197 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc puffins. BOT CHORD 2x4 SP No.2`Except' BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. 2-19:2x4 SP No.1 D WEBS 1 Row at midpt 4-18 , WEBS 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=1297/0-5-8,10=-160/0-3-8,12=2026/0-5-8 Max Horz2=74(LC 8) Max Uplift2=538(LC 12),10=-230(LC 21),12=-707(LC 12) Max Grav2=1297(LC 1),10=63(LC 8),12=2026(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-27=-4099/1575,3-27=-4092/1583,3-4=-3377/1377,4-28=-2119/915,5-28=-2075/922, 5-6=-2504/1109,6-29=-2539/1097,7-29=-2572/1093,7-8=-2320/955,8-9=-100/339, 9-30=-810/2203,10-30=-817/2159 BOT CHORD 2-20=-1481/3982,19-20=-1488/3980,18-19=-1233/3266,15-16=-827/2242, 8-14=-1109/469,10-12=-2123/845 WEBS 3-19=-758/280,4-19=-15/411,4-18=-1332/552,16-18=-656/1949,5-16=-347/776, `'ill ii,//i, 9-12=-1060/445 7-1 5=-403/228,8-15=-891/2316,12-14=-2068/835,9-14=-669/1810, `,,O0`^p,S A. ,4 it,i,�� ``�` .'9 NOTES- � '��'.�-�C'E N`SF ,• 4% °i• 1)Unbalanced roof live loads have been considered for this design. i 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psF h=25ft;B=45ft;L=40ft;eave=5ft;Cat.IL No 39.3.80 .t. Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-2-0-6 to 1-11-6,Interior(1)1-11-6 to 19-10-12,Exterior(2)19-10-12 to 23-10-7 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for •• reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 -Q. - . 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. T, �- . 4)•This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will��.r �, fit between the bottom chord and any other members. • •-4%,•-. / . 4. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)2=538, 0,, ‘`,•:•.-* 0 A 1C).••Gs . 10=230,12=707. •* 6)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. �,/1 'O N A'�%ON Thomas A.Albani PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa A.33610 Date: December 15,2015 ■ ! Q WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 81197473 rev.10/93/2015 BEFORE USE. tut Design valid for use only with MItekei connectors.This design Is based oNy upon rrxarnoters shown,and Is for an individual txrlding component,not a truss system.Before ruse,the building designer must verity the apprll:aiAlty of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of IrndNldual truss web and/or chord members oNy.Additional temporary and permanent bracing MiTek" Is always required for stability and to prevent collapse with possible sble personal injury and property damage. for general gulch's-ice regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/1PI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available horn Truss Plate Institute,218 N.lee Street,Suite 312.Nexandrlr,VA 21314. Tampa,FL 33610 Job Truss Truss Type Qty i Ply New Century-Alloway Remodel-RC T7771960 J150645 A8 Common ,1 1 Job Reference(optional) Manning Building Supplies. Jacksonville.FL 7.640 s Sep 29 2015 MiTek Industries.Inc. Tue Dec 15 15:52:01 2015 Page 1 10:1 QHOlAA3XLuHr5SUpufBs4y9?zL-SgnLzJMwMrkCxedf E9e?J6VMOzglfBZoJ6W IB9y8hMC 1 -2-0-0 5-10-3 12-10-7 I 19-10-12 i 26-10-2 I 34-1-0 2-0-0 ' 5-10-3 7-0-4 7-0-4 6-11-6 7-2-14 Scale=1:61.3 2.50 FIT 4x4= 5 17 3x4= 16 3x4 q 6 5x5� 18 5x5= 37 xx M1 2n I� dCr--- .? 12 11 10 9 8 3x8- 1.5x4 I I 3x8= 5x8= 4x7-= 3x6 II I 5-10-3 i 12-10-7 19-10-12 1 26-10-2 34.1-0 5-10-3 7-0-4 7-0-4 6-11-6 7-2-14 Plate Offsets(X,Y)-- 3:0-2-8,0-3-0],[10:0-4-0,0-3-01,111:0-3-8,0-1-8] LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.98 Vert(LL) 0.42 11-12 >968 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.82 Vert(TL) -0.98 11-12 >416 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.88 Horz(TL) 0.16 8 n/a We BCDL 10.0 Code FBC2014/TP12007 (Matrix-M) Weight:163 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2'Except' BOT CHORD Rigid ceiling directly applied or 5-0-7 oc bracing. 2-10:2x4 SP No.1 D WEBS 1 Row at midpt 4-10 WEBS 2x4 SP No.2 I MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=1386/0-5-8,8=1235/0-5-8 Max Horz2=110(LC 11) Max Uplift2=-568(LC 12),8=-443(LC 12) FORCES. (Ib)-Max.CompJMax.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-4479/1701,3-4=-3779/1509,4-16=-2551/1062,5-16=-2508/1068,5-17=-2507/1077, 6-17=-2549/1066,6-18=-2698/1105,7-18=-2736/1098,7-8=-1161/542 BOT CHORD 2-12=-1706/4353,11-12=-1713/4351,10-11=-1473/3676,9-10=-1067/2643 WEBS 3-11=-740/298,4-11=-20/402,4-10=-1335/555,5-10=-192/685,6-10=-406/195, 6-9=-300/222,7-9=-984/2517 NOTES- 1)1)Unbalanced roof live loads have been considered for this design. ,%t /e 2)Exp C;End,GCpi=0118;MW FRS(directional)al)a d C-C1Exterfor(2)2-0-6 top1-3-10,Interior(1)(11)1.3-10 to B=45ft;L=34ft; 12,Exterior(2)it 10-1 II*2 �%• N./ KS�E N• A�eq'".. to 23-3.10 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for %, k •.•.\\d. `S1`•••2j �• reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 i 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. No 393 80 ••:•__ 4)•This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide wilt —* ti tit between the bottom chord and any other members. _ • 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)2=56C.0 8=443. i • t 6)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. , •� ' :P. ••"-.4` . C<S; ,0 R 1 v•••C?,�s• Thomas A.Alban'PE No.39380 MiTek USA,Inc.FL Cart 6634 6904 Parke East Blvd.Tampa FL 33610 Date: December 15,2015 r o WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 11411.7473 rev.10/03/2015 BEFORE USE Mt Design valki for use only with MI1e101 connectors.this design Is based only upon rxxamolers shown.and Is lot an Individual building component not a taus system.Before use,the bulking g designer must verify the applicability of design parameters and properly kx:wporate This design Into the overall building design. Bracing Indicated Is to prevent buckling of Ind vidual truss web and/or chord members only.Additional temporary and permanent bracing Milek• Is always required for stability and to prevent colkrpse with possble personal Irrpay and properly damage. For general guides ce regarding the fabrication.storage,delivery,erection and bracing of trusses and truss systems,seeANSI/IPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Bled. Safety IMormatlon available from Buss Plate InstlhAe,218 N.lee Street,Suite 312.Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply New Century-Atoway Remodel-RC T7771961 J150645 AS Common Supported Gable 1 1 Job Reference(optional) Manning Building Supplies. Jacksonville,FL 7.640 s Sep 29 2015 MiTek Industries-Inc. Tue Dec 15 15:52:02 2015 Page 1 I D:1 QHOIAA3XLuHr5SUpufBs4y9?zL-wOLjAtNY69s3ZoCsos9EsJ2gFNl hOrwxYlGlkby8hMB 1 -2-0-0 f 19.10.12 6 I 34-1-0 1 2-0-0 19-10-12 14-2-4 Scale=1:60.4 2.50 12 4x4= 3x4 10 37 11 12 13 38 8 14 7 15 5 .ta - 111111111111 .:16 17 39 18 (1) 2 36 •3-1■11•1111111111111111N .1..111111111.11.1.1.1111 0 3x4= 4x10 1. 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 3x6 3x4= 34-1-0 34-1-0 Plate Offsets(X,Y)-- 12:0-3-8,Edgel,[2:0-8-2,Edge],12:0-2-12,0-0-1) LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.40 Vert(LL) 0.00 1 n/r 90 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.26 Vert(TL) 0.02 1 n/r 80 BCLL 0.0 • Rep Stress Incr YES WB 0.04 Horz(TL) 0.00 20 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix) Wind(LL) 0.01 1 n/r 120 Weight:154 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puriins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. OTHERS 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer 1 Installation guide. REACTIONS. All bearings 34-1-0. (Ib)- Max Horz 2=95(LC 11) Max Uplift All uplift 100 lb or less at joint(s)20,27,29,30,31,32,33,34,26, 25,24,23,22,21 except 2=-199(LC 8),35=-129(LC 8) Max Gray All reactions 250 lb or less at joint(s)20,27,29,30,31,32,33,34, 26,25,24,23,22,21 except 2=313(LC 1),35=409(LC 1) `,,,,1111 t 11111//�I FORCES. (Ib)-Max. 28rpiMax.Ten.-All forces 250(Ib)or less except when shown. ,`%S0o�p s A. Abe,isi� NOTES- �,,,``Z`�•v. E NS�.'92�.�.• 1)Unbalanced roof live loads have been considered for this design. No 39.380 2)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.0psf;h=25lt;B=45ft;L=34ft;eave=21t;Cat.{r --* Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Comer(3)-2-0-6 to 1-4-9,Exterior(2)1-4-9 to 19-10-12,Corner(3)19-10-12 t: ' 23-3-10 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactio -0 t . shown;Lumber DOL=1.60 plate grip DOL=1.60 t��• T, • - 3)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Y _1� Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. i�..� c . � . 4)All plates are 1.5x4 MT20 unless otherwise indicated. 'j g-,... 0 R 1 V.\'c, `�� 5)Gable requires continuous bottom chord bearing. e# .......... ' •`� 7)Thisitruss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ,//4/11111110%N A y, 8)•This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will Th omas A.Alban)PE No.39380 fit between the bottom chord and any other members. MITek USA,Inc.FL Cert 6634 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)20,27,29,30,31,32, 6904 Parke East Blvd.Tampa FL 33610 33,34,26,25,24,23,22,21 except(jt=lb)2=199,35=129. Date; 10)°Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. December 15,2015 1 wit Q WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev.10/93/2015 BEFORE USE. Design valid for use only with Mltek6 connectors.This design Is rased only urxxn parameters shown,and Is for an Individual building component,not a truss system.Before use,the building designer must verify the uppllcablity of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated Is to prevent twckting of individual truss web and/or chord members only.Additional l temporary and permanent tracing MiWek Is always required for stability and to prevent colic se with possEle personal Injury and property damage. For general guidance regarding the fabricatIon,storage,delivery,erection and tracing of trusses and truss systems.seeANSI/lPII Quality Crgerla,D5849 and BCSI Building Component 6904 Parke East Blvd. Solely Information available from Truss Plate Institute,218 N.Lee Street,Suite 312.Alexandria,VA 22314. Tampa.FL 33610 J f oo p D� W r -o . (i) 0j 0° c!'C ion� D m -� D U D 5 A z \\, y X m `T'ill J N O W '� I ( M �' + O Q ..� m f 0N' c..a00a D Ate= D o CT � QaQy �o ° n p 0 im z 0 zz U) 1001 -. o.Q O HH mQ HI x2 o>o00)Q� (D n O N (Q fl A a-0 3 (p D Z 07' - n BOG 0 � x C'� ju+i (D Q D co ' 3 "g o. o °or„ .<- o_Q-0 O O 3£ N`/ 0u 3-(I) ° O0,a PO 00 DWp .PP-aoo ? m °* 0000 P-(6) O u, Dm c =a 3 N N a0 z c -. a,000 -- DmooQ ocr� Z o ° � y o 000_ . 0a 000 °° 0 W K0 0 0 a( 6D c p _o 3 Q 0_a0 D' O n 3 0 0_ Q D > N - - <3 c Q O 0 Q F 7 - D �� 3 O Oc ? O �. (0 N O £ 0(0- Q 3 (D N ,(I2 (D J Q y. O -0 27 N 7 y(Q p O m 0-� c 0 (D0 ? 0 .S Q 3Qy c Z 0 Q 0 Q Q 30 ((D G m (0 0� 00 7 0 p -.0 0 0 lD '� (D (D Q3 7o`.Q D u> 0_"0 N e O0 0 � cQOO,cm o a o o D0 yc , x •q) 8 P -t 0 0 0 c 50- - 0 3 a(D "jN ,< a c O �G lQ O N m r -I m m v z n 7 D TOP CHORD (D co (D c C a7 V, n 71 cm m A( m a-O.6. N � :4) m 0 WA TC? ® - Z D D (D c (D OW w C m0 --�ZN �� v; vJ a (� . OD 0 QW0 N W cnm 13 0 mz -±'m P N �N N 0 �N O n �pC ym A D < �� O n N O 2* AZ 0_,-. 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CD £ N D°O `` .m Q.0 N 3 fl N 00 C -cb O(b T O' a 4a <QD 2.98 zH- Oc ND Q a MCe . < 5 a)£� 33 O c, m 50 z.`b om D _,°y Q. .Si 6(0 <ma Wy , / Vi Q ST 0 O H (p0 'D �N 9A 0a, (Dui 0-n z° :12 .•• R NO a,Q .0' O o gp 77< N .0 -O Xa 5 _ Qom' C ° 7 .5 (2?11 Q Q Q 3 �—Q • -Oy n o (Q 7Q mQ ryv7 < - 0 8 z= ng 06J -, `< Q.13 a 60 =ON ° N y Q H =7 3D Oj O� �5 Ta 00 0 ON QD -4N a0 c —++ o H. o. £ 7 mo o Q �0 -0 m.°p oo -o 0 z £6 aQ yam. (� c, m c 0 � s. < m a.3 il oc o 0 6 °- 8. N< 3 -n Cj O `-v S a m a° Q a Abp 0`M• m o o 6 Q '.!' (2 Z fp • S ' o 30 3 m _ 6 co c 1 O 7m 33 (D CD cn d prior to installation. Otherwise, said claim will be denied. LOADING CRITERIA Roof Floor Top Chord Live Load 20.00 40.00 p.s.f. Top Chord Dead Load 7.00 10.00 p.s.f. Bottom Chord Live Load 0.00 0.00 p.s.f. — - Bottom Chord Dead Load 10.00 5.00 p.s.f. i i .n Total Load 37 55 p.s.f. - Duration Factor 1.25 1.00 _ Building Code FBC 2014 RES i • - N irn Wind Standard ASCE 7-10 4 n Wind Speed 130 m.p.h. • • xl ch 0 Wind Usage RES.CAT II • Qi Building Exposure B • Building Type Closed • NOTE `, It is the responsibility of the building designer or architect to provide an appropriate connection for trusses to supporting • ;;' structure per reactions shown on truss engineering.Special considerations for mechanical equipment and/or plumbing(and their connections)in truss space must be diagrammed by the builder an approved truss layout prior to fabncaton. •—� Manning Building Supplies is a truss manufacturer whose • responsibilities are limited to those described in WTCA 1-1995 • • (sections 6.0 and 7.0).Accordingly,it disclaims any • ' responsibilities for the the construction design,drawings. documents including the installation and bracing of trusses • manufactured by Manning Building Supplies. . Warning: Conventional framing,erection and/or permanent bracing is not the responsibility of the truss designer.plate manufacturer,or G truss manufacturer.Persons erecting trusses are cautioned to seek professional ado ce regarding erection bracing which is 9 always required to prevent toppling and dominoing during erection:and permanent See bracing Bci whioh trusses be required in specific applications.Sea"Bredng wood frosses commentary • and recommendations(BCSI 1-03)for further information. • Trusses shall be installed in a straight and plumb position. d Where no sheathing is applied directly to the top and/or bottom II M chords,they shall be braced as specified on the engineered —•— design.Trusses shall be handled with reasonable care during erection to prevent damage or personal injury. Approved truss anchor by builder. 2x4 minimum top and bottom chords. Square cut overhangs. 12 �% 2.6 L// % — /1.... ti CO !A 313116 Va�-mss A6(3) L Q Q Q / — � j 1rl2 BRG. I t1 u. I otherwise. 1 T •ical Truss Ends Engineer of Record: 2-08-00 No Engineer of Record on file •aim - =- -- -- - --I,-E' _ .Manning Building Supplies, INC.8 S 11155 Philips Parkway Dr.E. • O Jacksonville,FL 32256 , , - co Phone:(904)268-8225 ap Fax:(904)260-2981 Cl/�Orrler _.--..--. ___�JAXTRUSS M S-CORP.COM (T� New Century Construction -� — 'JOb Name:--- Alloway Remodel Lot/B1WSubdiv --— -- ^ 1570 Park Terrace West Atlantic Beach,FL ENTER BLIJOIST 15432.... BLUELINX ON-CENTER RIMBOARD 15432 _ 3/16"-112/14/2015 igall J150645 1 All claims for error or defective material must be made within 5 days of receipt of goods al 28-07-00 I 4 f = - y 4 Tray Ceiling does not work over new bathroom, Quoted with a 1/12 vault I ■ i ! . ______ .- 1 I Q ti i 9 rn 1 I I i i 9 co , r--Tin—"— i , 1 i Q .o '34 ji.1 i 0 i N N- 9 1 i 28-00-00 Field verify porch o beam heights and new in wall plate height NIL- - .-r_ A. before build. Quoted all same plate I height FLORIDA PRODUCT APPROVAL CODES:MEN PLATES 15638....BLUEUNX ON-CENTER-LVL 15354...BLUEUNX ON MiiiiiillillIIIMINIMIMEIMINIMIIIIIIMIIIIMIIIMI Builder: Job Information New Century Construction Job#: 64 2111 Corporate Square Blvd Jacksonville, FL 32216 ile#: Designer: Rochelle Cousins Manning Building Supplies PAGE 1 Job: Jacksonville, FL 32256 jaxtruss @mbs-corp.com Alloway Remodel Phone: (904) 268-8225 * Fax: (904) 260-2981 Report and Delivery Date DATE 12/17/15 1570 Park Terrace West Del. Date: / / Atlantic Beach, FL Cover Sheet Truss Level: PROFILE QTY PITCH BASE 0/A LUMBER OVERHANG CANTILEVER STUB 0/A HEIGHT PLY TOP B0T ID SPAN SPAN TOP BOT LEFT RIGHT LEFT RIGHT LEFT RIGHT 1 2.50 0.00 Al 39-09-07 39-09-07 12 X 412 X 4 02-00-00 02-00-00 04-06-12 -�c...-.. 2 2.50 1.00 A2 39-09-07 39-09-07 2 X 4 2 X 4 02-00-00 02-00-00 04-10-05 2026a....., 4 2.50 1.00 A3 39-09-07 39-09-07 12 X 4 2 X 4 02-00-00 02-00-00 0410-05 X 02-00-00 02-00-00 04-10-05 �� — - -_ 3 2.50 0.00 A6 39-09-07 39-09-07 2 X4 2X42-00-00 02-00-00 04-10-05 '....0S620%..' 1 2.50 0.00 AT 39-09-07 39-09-07 2 X 4 2 X 4 02-00-00 02-00.00 04-10-05 ® 1 2.50 0.00 A8 34-01-00 34-01-00 2 X 4 2 X 4 02-00-00 I 04-10-05 I 1 2.50 0.00 A9 34-01-00 34-01-00 2 X 4 2 X4 02-00-00 04-06-12 • ZONING REVIEW COMMENTS `i. City of Atlantic Beach J i) Building and Zoning Department 800 Seminole Road Atlantic Beach,Florida 32233-5445 Phone: (904) 270-1605 Fax: (904)247-5845 Email: dreeves @coab.us Date: 1/22/16 Permit: 1 5-RADD-96 Applicant: New Century Construction Review: 1st Address: 2111 Corporate Square Blvd, Jacksonville,FL 32216 Site Address: 1570 Park Ter W Phone: (904) 720-1876 RE#: 171942-0000 Email: nccinc @comcast.net Correction Comments 1. Rear Setback: The distance to the rear property line is shown to be 20' on the Site Plan. However, when comparing the survey measurement of 46'8" from the rear property line to the wall of the kitchen and plan measurement of 28' from the kitchen wall to the end of the addition, the addition would be at 18'4" and not 20' as shown in the Site Plan. Please clarify on a Site Plan drawn to scale. Include measurements of the existing structure and addition as well as setbacks on the Site Plan. 2. Tree Removal: Please submit a Tree Removal Permit Application if any trees are to be removed. If no trees are to be removed,then please fill out an Affidavit of No Tree Removal. Both forms are available on the city website under "Planning and Zoning" and at City Hall. Also please be aware that codes have recently changed. If you are unsure about how the new codes effect your project, please submit a Tree Removal Permit and staff can then determine if it is necessary. Derek W. Reeves Planner dreeves @coab.us i-- y,i\1�Jo i v CITY OF ATLANTIC BEACH \SS1 r' l 800 SEMINOLE ROAD r ATLANTIC BEACH, FL 32233 ,,,_________..,) INSPECTION PHONE LINE 247-5814 :1 01319`' DEMOLITION PERMIT MUST CALL BY 4PM FOR NEXT DAY INSPECTION: 247-5814 JOB INFORMATION: Job ID: 15-DEMO-2638 Job Type: DEMOLITION Description: INTERIOR DEMO Estimated Value: $100.00 Issue Date: 11/6/2015 Expiration Date: 5/4/2016 PROPERTY ADDRESS: Address: 1570 W PARK TER RE Number: 171942-0000 PROPERTY OWNER: Name: Alloway, Ross G il Address: 1570 Park TER PERMIT INFORMATION: FEES: Demolition Fee $100.00 STATE DBPR SURCHARGE $2.00 STATE DCA SURCHARGE $2.00 Total Payments: $104.00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACII ORDINANCES AND 'I HE FLORIDA BUILDING CODES. mif • BUILDING PERMIT APPLICATION CITY OF ATLANTIC BEACH . 800 Seminole Road,Atlantic Beach, FL 32233 Office (904)247-5826 Fax (904)247-5845 Job Address: ( ��v G r '?''�G ` ¢ Permit Number: Legal Description Parcel# Floor Area of Sq.Ft. q. t Valuation of Work$ Proposed Work heated/cooled non-heated/cooled Class of Work(circle one): New Addition Alteration Repair Move II emoli 'o pool/spa window/door Use of existing/proposed structure(s)(circle one): Commercial Residential If an existing structure,is a fire sprinkler system installed?(Circle one): Yes No N/A Florida Product Approval# For multiple products use product approvallorm (� r Describe in detail the type of work to be performed: v � / , Cw r s 6c,`� '` ° ,^� 5 G ` ` +- r o / f` i c,G,,,,, / e o t S Property Owner Information: 1 Name: F.'5 S A k( °`''� Address: I - -c> 17,i- 1-c_ T-e..+Y c e CO °o`; T City ,°kk-lc. h.( �S zb�►.IN State EL.Zip 3 VZ )Phone 9"1 t(9 0 II,i 4 E-Mail or Fax#(Optional) re CC Lt e we- o, IN-o±r&ot;1, c 0,...-1 Contractor Information: CONTRACTOR MAIL ADDRESS: Company Name: Qualifying Agent: Address: City State Zip Office Phone Job Site/Contact Number Fax# State Certification/Registration#, Architect Name&Phone# Engineer's Name&Phone# Fee Simple Title Holder Name and Address Bonding Company Name and Address Mortgage Lender Name and Address Application is hereby made to obtain a permit to do the work and installa • ns as indicated. I certify that no work or installation has commenced prior to the issuance ofa permit and that all work will be performed to meet the stand rds of all laws regulating construction in this jurisdiction. This permit becomes null and void if work is not commenced within six(6)months, or if construction or work is suspended or abandoned for a period of six_(6)months at any time after work is commenced. I understand that separate permits must be secured for Electrical Work,Plumbing,Signs, Wells,Pools,Furnaces,Boilers,Heaters, Tanks and Air Conditioners,etc. ` WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. I hereby certify that I have read and examined this appplcation and know the same to be true and correct. All provisions of laws and ordinances governing this type ofYwork will be complied with whether sr=..led herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any other federa. , - . local f regulating construction or the performance of construction. o Signature of Owner I �� Signature of Contractor Print Name o S L '` &- t Print Name Be • - e !�,��y... : -f•r- me t r s _ lipof A Le ', Notary Public Ste,iof FT37�3 I•* of ,20• fir. . Shirley L Graham imil�,L M Commission FF 088990 a u — ` or r o` Expires 02/l4/2(j�tarSr Pub • Revised 01.26.10 • ILA,yj. CITY OF ATLANTIC BEACH '511 �r '�%WNER / BUILDER AFFIDAVIT I. FLORIDA STATUTES; CHAPTER 489, FLORIDA STATUTES, PART 1 "CONSTRUCTION CONTRACTING"REQUIRES OWNER/BUILDER TO ACKNOWLEDGE THE LAW: DISCLOSURE STATEMENT FOR SECTION 489.103(7),FLORIDA STATUTES: STATE LAW REQUIRES CONSTRUCTION TO BE DONE BY LICENSED CONTRACTORS. YOU HAVE APPLIED FOR A PERMIT UNDER AN EXEMPTION TO THAT LAW. THE EXEMPTION ALLOWS YOU,AS TFIE OWNER OF YOUR PROPERTY,TO ACT AS YOUR OWN CONTRACTOR EVEN TI-IOUGH YOU DO NOT HAVE A LICENSE. YOU MUST SUPERVISE THE CONSTRUCTION YOURSELF. YOU MAY BUILD OR IMPROVE A ONE—OR TWO FAMILY RESIDENCE OR A FARM OUTBUILDING. YOU MAY ALSO BUILD OR IMPROVE A COMMERCIAL BUILDING AT A COST OF$25,000.00 OR LESS. THE BUILDING MUST BE FOR YOUR USE AND OCCUPANCY. IT MAY NOT BE BUILT FOR SALE OR LEASE. IF YOU SELL OR LEASE A BUILDING YOU HAVE BUILT YOURSELF WITHIN ONE YEAR AFTER THE CONSTRUCTION IS COMPLETE, THE LAW WILL PRESUME TI IAT YOU BUILT IT FOR SALE OR LEASE, WHICH IS IN VIOLATION OF TI-IIS EXEMPTION. YOU MAY NOT HIRE AN UNLICENSED PERSON AS YOUR CONTRACTOR. YOUR CONSTRUCTION MUST BE DONE ACCORDING TO TILE BUILDING CODES AND ZONING REGULATIONS. IT IS YOUR RESPONSIBILITY TO MAKE SURE THAT PEOPLE EMPLOYED BY YOU HAVE LICENSES REQUIRED BY STATE LAW AND BY COUNTY OR MUNICIPAL LICENSING ORDINANCES. II. INJURY LIABILITY; SINCE OWNERS MAY BE LIABLE FOR INJURIES TO WORKERS THEY HIRE, THE BUILDING DEPARTMENT SUGGESTS WORKER'S COMPENSATION INSURANCE BE PURCHASED. III. IRS WITHHOLDING; OWNERS HIRING WORKERS BECOME EMPLOYERS AND SHOULD ALSO OBSERVE IRS WITHHOLDING TAX AND/OR FORM 1099 REQUIREMENTS ON THE WORKERS THEY EMPLOY ON THEIR IMPROVEMENT TRADES. IV. PENALTY; UNLICENSED CONTRACTORS CANNOT BE EMPLOYED UNDER ANY CIRCUMSTANCES. OWNERS BEING SUBJECT TO $5,000 PENALTY UNDER FLORIDA STATUTE NO. 455-228(1). AN"OCCUPATIONAL LICENSE" IS NOT ADEQUATE. THE OWNER SHOULD PHYSICALLY SEE THE COUNTY "CERTIFICATE OF COMPETENCY" OR THE FLORIDA "CONTRACTORS CERTIFICATE" TO ASCERTAIN IF A PERSON IS A LICENSED CONTRACTOR. TELEPHONE THE BUILDING DEPARTMENT(247-5826)IF IN DOUBT. V.ACKNOWLEDGEMENT; I HEREBY ACKNOWLEDGE THAT I HAVE READ THE ABOVE DISCLOSURE STATEMENT AND THAT I COMPLY WITH ALL THE REQUIREMENTS FOR THE ISSUANCE OF AN OWNER-BUILDER PERMIT. e) G t! (L T2.Y f o c .c B c"f o `'{ . ADDRESS PHONE NUMBER 11, fe - (` %I■- - PRIN'�' 6/ it It / -2 ° � S� SIGN•TUB DATE Before me this 4 day of 40 A4 ,20 n the county of Duval,State of Florida,has personally appeare herin b imself/herself and affirms that all statements and declarations are true and accurate. Notary Public at Large,State of ,County of ❑l Personally Known a l Produce. . a • g� O .ter �V , Notary public State of Florida G Shirley L Graham _ �r M Commission F F 086990�ornA Expires 02114/2018 N. Signatur:� I F:/BLDG/Owner-Builder Afradavit;REVISED: 4/16/200