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1927 BEACH AVE 23015 WINDOW DOOR ADD BALCONIES 2ND STOR GARAGE CITY OF ATLANTIC BEACH j 800 SEMINOLE ROAD !J - ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 Ding, WINDOW AND/OR DOOR PERMIT MUST CALL BY 4PM FOR NEXT DAY INSPECTION: 247-5814 JOB INFORMATION: Job ID: 14-WIND-75 Job Type: WINDOW AND/OR DOOR Description: REPLACE WINDOW AND DOORS Estimated Value: $5,883.00 Issue Date: 12/4/2014 Expiration Date: 6/2/2015 PROPERTY ADDRESS: Address: 1927 BEACH AVE RE Number: 169691-0000 PROPERTY OWNER: Name: TOVEY, KIRK A Address: 13751 CLUB COVE DR GENERAL CONTRACTOR INFORMATION: Name: GBN CONSTRUCTION, INC. Address: 6054 -8 AR ARLINGTON EXPRSY BRADEN J NEGAARD Phone: - - PERMIT INFORMATION: FEES: BUILDING PERMIT FEE $79.42 STATE DCA SURCHARGE $2.00 PLAN CHECK FEES $39.71 STATE DBPR SURCHARGE $2.00 Total Payments: $123.13 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. s f CITY OF ATLANTIC BEACH s) 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 RESIDENTIAL ALT/OTHER MUST CALL BY 4PM FOR NEXT DAY INSPECTION: 247-5814 JOB INFORMATION: ]Ob ID: 14-RAAR-76 Job Type: RESIDENTIAL ALTERATION Description: expand balconies add 2nd story to garage Estimated Value: $5,883.00 Issue Date: 12/4/2014 Expiration Date: 6/2/2015 PROPERTY ADDRESS: Address: 1927 BEACH AVE RE Number: 169691-0000 PROPERTY OWNER: Name: TOVEY, KIRK A Address: 13751 CLUB COVE DR GENERAL CONTRACTOR INFORMATION: Name: GBN CONSTRUCTION, INC. Address: 6054 -8 AR ARLINGTON EXPRSY BRADEN J NEGAARD Phone: - - PERMIT INFORMATION: PUBLIC WORKS: Roll off container company must be on City approved list and container cannot be placed on City Right-of-Way. (Approved: Advanced Disposal, Realco Recycling, Republic Services and Shapell's.) FEES: PLAN CHECK FEES $39.71 BUILDING PERMIT FEE $79.42 STATE DCA SURCHARGE $2.00 STATE DBPR SURCHARGE $2.00 Total Payments: $123.13 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. BUILDING PERMIT APPLICATION CITY OF ATLANTIC BEACH D F LE COPY I 800 Seminole Road, Atlantic Beach, FL 32233 U a,: �•+ Office (904) 247-5826 Fax (904) 247-5845 SEP 2 M aul Job Address: �� -� �Ue``)tze- Permit Number: _ ey Lv S- i . 1 tll'I �-� —C— —S` i'�07a Legal Description Pia, Is- i1 S 7 b U-va( Co u n �10?-, , Parcel# Floor Area o t. q t Valuation of Work$ Proposed Work heated/cooled non-heated/cooled Class of Work(circle one): New Addition Alterat of n Repair Move Demolitio ool/sp 2window/do Use of existing/pro osed structure(s)(circle one): Commercial esidenti If an existing structure,is a fire sprinkler system installed? (Circle one): es o N/A Florida Product Approval# cz,�t0.Gke-J For multiple products use product approval orm Describe in detail the type of work to be performed:Ckcmae W i K a o w s + -f Pi vuem owner Information: Name: kirk {' Kc ire}-� T vey Address: t I-)SI C lL,_� Cave Db 3 a Z ZS- City T�i-3c State FLZip 3�aPhone 9 dY- �'I ?— 6 E-Mail or Fax#(Optional) \-<-4-o ve @ o ve Sur- i 1. e f Contractor Information: Company Name: C C2> r\ �' o r. Qualifying Agent: 3 e� :37 Address: Ch �Sr - A rt&ti h resswc City �" State �L• Zip 2 Office Phone -10Y—r7 215--- 32e Jo Site/Co act Number 90 -q g 3- j�-7� Fax# g0!f- 7a l -S3D 9 State Certification/Registration# CC C A 12-06 / 67) Architect Name&Phone# V-ev i C De-s i h G v--a E �►� 3 Engineer's Name&Phone# c r` i c c + /}ss&G. ,24/a- 090\f Fee Simple Title Holder Name and Addr ss` OW h,&r Bonding Company Name and Address Mortgage Lender Name and Address �l Application is hereby made to obtain a permit to do ther e work and inriststallations 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 rpegulating construction in this jurisdiction(. This permit becomes null work i'd o mencs n I understand that separate perm ism st be secured for Electrieltl Workd Plumbing Signs,aWells�Pools xFurnaces Boilers,ths tHeaime iers, 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 application and know th a same to be true and correct. All provisions of laws and ordinances governing this type o work will be complied with whether specs ed herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of arty other fed�e}r��lr 1 law re�ilati g construction qr the performance of construction. �CJClc.�ger �Gj16vur F r Signature of Owne (5 U _ Signature of Contractor i Print Name W44jPrint Name ..................................... ..t..... ... ... ..... '.�...................... . .. ..................................................................................... Sworn to and subscribe#before me Sworn to and subscri a before m GO f this,Z l Bay f 0 this�3 Day o `r Notary Public Notary Pu is Revised 0 i.26.10 jLyr�, CITY OF ATLANTIC BEACH Building Department SJ 800 Seminole Road Atlantic Beach,Florida 32233 (904)247-5800 A 8 PLAN REVIEW COMMENTS Permit Application # /-/— )CIWe — 7 9 Property Address: /?c)7 ISep'ch Applicant: G Q N Project: !FAp2n'�1 �,lGo/1%�s '266 5ecolzrl/ -rlocvz- �icrrQ'GjPS This permit application has been: c� 0 Approved ❑ Reviewed and the following items need attention: tD rG P,91 calms Igm, A,7i P� f Please re-submit your application when these items have been completed. Reviewed By: Date: ��f City of Atlantic Beach E2W, BEDBuilding ®epartrnent Department.) 800 Seminole Road .Atlantic Beach, Florida 32233-5445 Phone (904)247-5826 • Fax(904)247-5845 ;iter E-mail: building-dept@coab.us City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING PORK Property Address: / 92 7 49f Cn /� De tment review required Ves Flo PBuiIdin Applicant: tanning &Zonin rator Project: R ' 7Fire Works f�- -D Zn d Flr �d �`R �� Utilities Safety rv'ces Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt of Permit Verified 8y ®ate 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. YJ enie.:+. (Circle one.) Comments: �G /� BUILDING JC l PLANNING &ZONING Reviewed by: TREE ADMIN_ SecondReview: ❑Approved as revised. Aenied. PUBLIC WORKS Comments: Sre 4-H c64J PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: XA pproved as revised` ❑Denied. Comments: / A Iviewed)by: Date: /z If,, Revised 05/14/09 BUIL_ANG PERMIT APPLICATION ? C 'Y OF ATLANTIC BEACH 800 S iinole Road, Atlantic Beach, FL 32233 I�l SEP 2 5 2014 I �' Office 904 247-5826 Fax (904) 247-5845 �I ( ) I • �v � 1 GrP�erOmtciit Number:b Address- (icr,l• _ --- !gal Description Pf3, IS- QC-' 7 ►�_vcL 1 C o u n i'l v�� a Parcel# Floor Area of 84.Ft. Sq.Ft duation of Work$ Pry -'sed Work heated/cooled non-heated/cooled ass of Work(circle one): New Addis, Alteration Repair Move Demolitio ooUsp Lwindow/d ;e of existing/proposed structure(s) (circle -qle):. Commercial eWdeti , an existing structure,is a fire sprinkler s• k.m st alled? (Circle one): o N/A arida Product Approval# �- ir multiple products use product approve orm ;scribe in detail the type of work to be performe( r,e�vve-+e t o, .2 +='foor 4y C-�, vets-I- [-1y��s��, - • V ' ..■pciav vvvuc[1nIormanon:f une: k'�rk L - oye✓z _Address: t3')S! C'Cwb Cr> ,-& b- �A�i eL. 3.aa.2S- ty --�-� State FLZip 3 A-a- s-Phone 9 d y ��7- �-7�� Mail or Fax#(Optional) �{ 4-6 ve �e v� s amu- t c I. or,e-+ I )ntractor Information: J T )mpany Name: G 6�A Qualifying Agent: 3'cLci ckl 3dress: City 3 a->c State - aZip i as t t ,j(_,--70 Fax# 9,04t- 2-1 -534 9 fcePhone g0iCo act Number qOLI- 019 3 ate Certification/Registration#__9! C a() 6 t 3 7 � - `73 rchitect Name&Phone# Kw t h C i-r- ., be-s i r, C r vCE �h� agineer's Name&Phone# ��f. i cel .;.2 ela- 090'? -e Simple Title Holder Name and Addr ss_ onding Company Name and Address A [ortgage Lender Name and Address ,plication is hereby made to obtain a permit to do the -)rk and installations as indicated. I certify that no work or installation has commenced prior to the nuance of a permit and that all work will be performed ro meet the standards of all laws regulating construction in thpis jen.urisdiction. This permit becomes null six id void k is owork is mmenced.not commenced within 1 understand that separate pern must be secured for Electricconstruction or work is cil Work,l Plumbing,S or g s,aWells�Poolsxu�acesBoilermonths at st Hewers, inks 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 INTEDDEFO�� CORDING YO�URN FINANCING NOTICE F SULT H YOUR LENDER OR AN ATTORNEY NCLMENT. herebpe o/workfw 11 t I have read and complied with examinewhetherd this a _ i.--'rein ion a not.know granting of permit doese same to be true and cnotprt. All e umetto gions veaauthon'ty tows and violatenances or cancelthe ,ovistons of any other federal,state l law re *construction qr the performance of construction. ignature of Ownely t _ Signature of Contractor Print Name 1..... ........ /..�� `...�......... rmt Name - . ..�............................ ,worry to and subscribe before me Sworn to and subscrie before m pis 3 ay i - 20 this-) Day,o ' 3--- 20 r � � Notary Pu 1C --- lotary P,,iblic Revised_O ii.26.1(? City of Atlantic Beach L\�r�� Building and Zoning J 'ss800 Seminole Road Atlantic Beach, Florida 32233 Telephone(904) 247-5826 Fax(904)247-5845 http://www.coab.us October 2, 2014 1927 Beach Avenue Zoning Review Comments 1. Certified Survey: Please provide a certified survey with all existing buildings' locations relative to property lines. 2. Site Plan with Setbacks: Similar to the certified survey, we need the site plan to show the distance between structures and property lines. Expect additional comments related to#'s 1 and 2. 3. Garage Height: The height of the garage must be shown from adjacent grade, not top of slab. 4. Measurements: A number of measurements are shown "±", and more clarity is needed on these. It is understandable that these are existing structures and they may not be square, but it is necessary to show exact dimensions or define the "±" within a reasonable distance. Know that where a setback may be in question that these measurements become more important. Significant Change Required There is a significant issue with the plans relative to the garage addition. By connecting the house and the garage with the covered walkway,you have essentially made all of this one structure. While there may not be a physical connection, any structure within 5 feet of another is considered connected by code. That means,that all work done to the garage must meet the same setbacks of a principle structure. This would greatly affect the second floor addition when building within the 20 foot setback from the Beach Ave property line. There are two resulting actions possible to resolve this issue: -Modify the covered walkway so that it does not come with 5 feet of the garage. This Id allow the second floor expansion of the garage as shown in plans. Or -Modify the plans for the garage so that it meets the same setbacks r uired of princi ure. Derek W. Reeves Zoning Technician `�I2 �tyL��r City of Atlantic Beach Building and Zoning � 800 Seminole Road Atlantic Beach, Florida 32233 ti Telephone(904)247-5826 Fax(904) 247-5845 http://www.coab.us November 5, 2014 1927 Beach Ave Zoning 2nd Review Comments 1. Setbacks: Now that the issue raised in the first round of comments with the attachment of the garage to the main house has been resolved, another issue has come up. The measurement between the existing garage and the western property line along Beach Avenue was not shown in the original plans and is not shown in the survey submitted later. When measured to scale, the existing garage is closer to the property line than what is allowed for a garage apartment. The setback for a garage apartment is 20 feet from rear property lines (western property line). Garage apartments can be remodeled within the existing footprint but cannot expand nonconformity. The bump out and balconies on the west side of the second floor extend into the setback and increase the conformity of the structure. The garage apartment must be modified so that no new portions of the building extend beyond the existing footprint within 20 feet of the western property line. Derek W. Reeves Zoning Technician �� I City of Atlantic Beach APPLICATION NUMBER Building Department be assigned by thQ.Quilding Department.) 800 Seminole Road 7 - 4 Atlantic Beach, Florida 32233-5445 Phone(904)247-5826 - Fax(404) 24'& E-mail- building-dept@coab.ug -)ate routed: 2 City web-site: hftp://www,coab.us APPUCZAT�ON REVEVIV/ AND TRAC[ MIG FORM : 1927 &40A Deaar Property Address tv 1 review required Yes N® 1'Bui dinc, Applicant: r9frFicor Project: Aa Public Works is iii dies tw F/r T- � a9�a1 Public Safety I Fire Sei vices Review foe $ Dept Signature A<— Other Agency Review or Permit Required Review or Rece`� Date of Permit Verified 6 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. e J.' (Circle one-) Comments: 018k BUILDING �k L mpof;p'S/k_. PLANNING &ZONING Reviewed by: A-1 TREE ADMIN. Second Review: Approved as revised. F]Denied. PUBLIC WORKS Comments: A PUBLIC UTILITIES P, PUBLIC SAFETY Reviewed by:�4/(z Date: FIRE SERVICES Third Review: []Approved as revised. �DDeZed. Comments: Reviewed by:_._- Date: evised 05/14/09 BUILDING PERMIT APPLICATIO,-, - C 17y OF ATLANTIC BEACH 800 S_ ..iinole Road, Atlantic Beach, FL 32� F, j Office (904) 247-5826 Fax (904) 247-58 " f-'y b Address• �� l3� cZ e� �Uz`�ece Pern dumber: • •�,-�o; !gal Description P5, iS- f r 7 b ckvn 1 Cour\ t=1 vt-� Pard;, Sq.-Ft eluation of Work$ Prr 1: s d Work heated/cooled non-heated/cooled ass of Work(circle one): New Addi l-,.a Alteration Repair Move Demolitio ooUsp Lwindw, ow/dooms .eofexisting/pro osed structure(s) (circle >ne): Commercial esidenti an existing structure,is a fire sprinkler s, ;tem Installed? (Circle one): es o > N/A )rida Product Approval# Sem czl�t� =ke_j it multiple products use product approval orm ascribe in detail the type of work to be perfonne re``e"`�+� I- ♦ J _ 0� 4luo r +0 C-i.,. LA—e4+ • .Gl ly V W ny,1nIormanow,, rine: Address: -t 37 S! C"CLJ, 7-0.-e- b'-. �_J"tx/ FL-. 3a z s- ty �- State FL-Zip 3:—D o zi, Phone 9 o y-- R d 7 _ �2 6� Mail or Fax#(Optional) \-< 4-o vc e -�-0 v� s amu-' `1 1` )ntractor Information: JJ )mpany Name: 7_r, c_: Qualifying Agf nt: idress: G, S - Ar-( !7 h -r;.swc City �,->c State �`. Zip a (r ffrcePhone �Oci- 7�,5`— 33�' Jo Site Co act Number goLl- C19 3- X26--70 Fax#g04- -721 ate Certification/Registration# cc) C A .. 1 rchitect Name&Phone# k.e.v i ra 6,,_,.U_, be_s'tqi, C r oLc t, ,��h 3 133 rgineer's Name&Phone# o�� i c o + _ !�,S 4•C-, '2 el-a 0 9o f ,e Simple Title Holder Name and Ad dr ss__-_ 01")1%m onding Company Name and Address [ortgage Lender Name and Address P is hereby made to obtain a permit to do the >s ork and installation'on ors as indicated. I certify that work or installation has commenced prior to the anee of a permit and that all work will be performed to meet the stan'strctdards of all laws rpegulating constr�,ction in thpis jurisdiction(. This permit becomes null _Ot corn dk isd o meTen nced.ot7 understandxthat separate permits must be secured for Electrw", Work l Plumbi g Signedns,aWeUser�PoolsxFurnacemont�BoileYs t Heaime lersr inks and Air Conditioners,etc. WARNING TO OWNER: YOUR FAILURE TO RE( RD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TVA .E FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FIN:wNCING CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORI"°NG YOUR NOTICE OF COMMENCEMENT. hereby certify that I have read and examined this a plication and know tF a same to be true and correct. fill provisions of laws and ordinances governing this pe o)work will be complied with whether specij ed herein or not. Th, granting of a permit does not presume to give authority to violate or cancel the '-ovisions of any other federal,state a/ 1 law reytdati,,ig construction gr the performance of construction. <, ignature of Owne ' l " _ Signature of Contractor � t; �� Pnnt Name rint Name - 1..... .............. .......................................... ................. .................................. ....................................... wort to and subscribQ before me Sworn to and sub:.;7 before m .4 � f� us Bay f 20 1 this-->-3 Day o `r f�`— Notary�Ic --- lotary Public Revised.0 i.26.10 FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION Division of Water Resource Management FLORIDA 2600 Blair Stone Road,Mail Station 3522 Tallahassee,Florida 32399-2400 Telephone(850)245-8336 GENERAL PERMIT NOTICE TO PROCEED Permittee Name: Permit Number: DU-469 GP Kirk A. and Karen M. Tovey Permit Expires: November 17, 2016 c/o Kevin Partel,President Coastal Consulting and Restoration, PA 4230 Myrtle Street St. Augustine,Florida 32084 You are hereby granted final authorization to proceed with construction or activities authorized by this notice. Authorized work must conform to the project description, approved plans, all the conditions of Section 62B- 34.050,Florida Administrative Code, and any preconstruction requirements. Project Description: Construction of a 21.3 x 7.9 deck located seaward of an existing two-story garage, construction of a covered walkway on the north side of existing dwelling, removal of two seaward decks and construction of two new 15.9 x 27 decks located seaward of existing dwelling. Project Location: Between approximately 286 feet and 336 feet north of the Department of Environmental Protection's reference monument R-44, in Duval County. Project Address: 1927 Beach Avenue, Atlantic Beach. Special Instructions: A preconstruction conference is required Contact Trey Hatch at (904) 655-1765 to schedule a conference. The permittee shall comply with all general permit conditions. Questions regarding this notice should be directed to the undersigned at the above address. 11/17/2014 Keith Davie,Permit Manager Date ogNM1vS�Mwnw! Weaver D ; M ��M. ;nkn O�� — 11/17/2014 Deputy Clerk Date M KLD/dw D �j �� 1J cc: Permit File Permit Information Center NO ' 2 4 2014 Trey Hatch,Field Inspector-trey.hatch@dep.state.fl.us Kirk A. and Karen M. Tovey, Property Owner-ktovey@toveysurgical.net City of Atlantic Beach Building Official My Post Conspicuously on the Site «`Z Itk. - DEP Form 73-102(Updated 9/05) FINAL CERTIFICATION �� Coastal Construction Control Line Program a`' 4� Division of Water Resource Management A Florida Department of Environmental Permit Number: DU-469 GP Mail to: Protection 2600 Blair Stone Road Mail Station 3566 permittee Name:Kirk A.and Karen M.Tovey Tallahassee,Florida 32399-2400 E-Mail to: CCCL@dep.state.fl.us This is to certify that the work under the permit for construction or other activities seaward of the coastal construction control line pursuant to Section 161.053,Florida Statutes,was inspected by the undersigned and was found to be acceptable and satisfactory in accordance with the approved plans and project description and with all conditions of the permit. All permitted construction or activities have been completed, and no unpermitted construction or activities have occurred. Location and elevations specified by the permit and approved plans have been verified and found to be correct, and topography and vegetation have been either preserved or restored as required by the permit. FOR WORK INCLUDING: Construction of a 21.3 x 7.9 deck located seaward of an existing two-story garage, construction of a covered walkway on the north side of existing dwelling, removal of two seaward decks and construction of two new 15.9 x 27 decks located seaward of existing dwelling. NOTE: Any deviations from the permit and any portions of the permitted work not actually performed shall be noted and described in detail as an exception to this certification. Signature of Engineer or Architect Date Typed or Printed Name of Engineer or Architect (Seal) State of Florida Registration Number DEP Form 73-115B(Updated 12/13) Florida Department of Environmental Protection(DEP) Division of Water Resource Management ��t�pppit;ti0 Blair2600 on 3522 ssee,Florida 32 99-2400 Tallahassee, (850)488-7708 FLOR A T General Conditions for General Permits Section 62B-34.050,Florida Administrative Code (1) The terms, conditions, requirements, limitations, and restrictions set forth in this section are general conditions and are binding upon the permittee for all General Permits in this rule chapter. These conditions are enforceable under Chapter 161, F.S. (2) Prior to commencing construction activities under this rule chapter, which are authorized by this Bureau, a formal notification from the Bureau must be received authorizing the proposed activity. The notice form, DEP Form 73-102 (Updated 7/05), entitled "General Permit Notice to Proceed" is hereby incorporated by reference. (3) A copy of the Notice to Proceed and the approved plans shall be conspicuously displayed at the project site for the duration of the activity. (4) A preconstruction conference shall be held at the site between the contractor, the owner or authorized agent, and a staff representative of the Bureau prior to the initiation of any work permitted under this rule chapter. The purpose of this conference is to establish the manner in which the proposed work will be performed to ensure adequate protection of the beach and dune system and native vegetation. The optimum siting of the construction fence and any walkover shall be determined during the pre-construction conference by the staff representative in order to provide maximum protection to the existing vegetation located on the site. The locations of the proposed structures shall be staked out for the preconstruction conference. (5) A foundation location certification shall be completed by the applicant, signed by a surveyor licensed in the state of Florida, and submitted to the Bureau immediately following installation of the foundation piles for the most seaward major structure authorized by this General Permit. This certification shall be submitted using DEP Form 73-114B(Updated 9/05) entitled "Foundation Location Certification,"which is hereby incorporated by reference. The Department shall perform such verification within seven (7)working days of receipt of the certification. If the Department does not respond to the certification within seven (7)working days then construction may proceed. No further work may proceed until the Department has verified the foundation location information and authorized additional work to proceed. (6) The permittee shall carry out the construction or activity for which the permit was granted in accordance with the plans and specifications that were approved by the Department as part of the permit. No other construction or activities shall be conducted. No modifications to project size, location, or structural design are authorized. (7) Permits shall be suspended or revoked for good cause, in accordance with Section 161.053(20), F.S. In addition, a permit shall be suspended, revoked or modified by the Department if shoreline changes occurring subsequent to issuance of the permit render the previously authorized activities inconsistent with Chapter 161, F.S., or Chapter 626-34, F.A.C. (8) The assessment of civil fines or issuance of an order to alter or remove any work, or both, may result from work performed that was not authorized in the permit, pursuant to Section 161.054, F.S., and Chapter 62B-54, F.A.C. (9) The permittee shall conduct the construction or activity authorized under the permit using extreme care to prevent any adverse impacts to the beach and dune system, marine turtles and their nests and nesting habitat, and adjacent properties and structures. (10) The permittee shall allow any duly authorized member of the staff to enter upon the premises associated with the project authorized by the permit for the purpose of ascertaining compliance with the terms of the permit and with the rules of the Department. (11) The state of Florida, the Department, or its officers and employees shall in no way be liable for any damage, no matter how occasioned and no matter what the amount, to persons or property which might result from the construction or activity authorized under the permit and from any and all claims and judgments resulting from such damage. (12) The permittee shall not disturb existing beach and dune topography and vegetation except as expressly authorized in Part II of this rule chapter. Before the project is considered complete, any disturbed topography or vegetation shall be restored as prescribed in the permit with suitable fill material or revegetated with appropriate beach and dune vegetation. (13) No construction, operation, transportation, or storage of equipment or materials is authorized seaward of the dune crest or rigid coastal structure. (14) All fill material placed seaward of the Coastal Construction Control Line shall be sand that is similar to that already existing on the site in both coloration and grain size. All such fill material shall be free of construction debris, rocks, clay, or other foreign matter, and shall be obtained from a source landward of the Coastal Construction Control Line. (15) To ensure compliance with this rule, all topographic restoration and revegetation work is subject to the approval and acceptance by the Department staff. General Conditions for General Permits(effective November 21,2005) Page I (16) No temporary lighting of the construction area is authorized during the marine turtle-nesting season (May 1 through October 31 of each year for all counties except for Brevard, Indian River, St. Lucie, Martin, Palm Beach and Broward. Nesting season for these counties is the period from March 1 through October 31 of each year.). (17) This permit is issued to a specified property owner and is not valid for any other person. (18) This General Permit does not eliminate the necessity to obtain any required federal, state, local, and special district authorizations prior to the start of activity authorized by Part II of this rule chapter. (19) Elevated walkovers that provide access to the beach shall meet the following design criteria: (a) The decking of the walkover structure shall be elevated a sufficient distance above the existing vegetation to allow for sand build-up and clearance above the vegetation and not exceed 4 feet in width. (b) The piles for the walkover structure shall not be greater that 4-inch by 4-inch posts and shall not be encased in concrete. (c) The walkover shall extend at least up to the existing line of vegetation but not farther than 10 feet seaward of the vegetation. (d) Where armoring exists and no vegetation line exists seaward of the armoring, the walkover shall extend a maximum of 5 feet seaward of the armoring. (e) The optimum siting of the walkover structure shall be determined by the staff representative during the pre-construction conference to provide maximum protection to the existing dune topography and vegetation located on the site. (20) The duration for all permits is two years. (21) Final certification, by an engineer or architect licensed in the state of Florida, shall be provided to the Department within thirty(30)days following completion of the work on major structures. This certification shall state that all locations and elevations specified by the permit have been verified; all major structures are specifically constructed in accordance with Chapter 62B-34, F.A.C.; other construction and activities authorized by the permit have been performed in compliance with the plans and project description approved as a part of the permit, and all conditions of the permit; or shall describe any deviations from the approved plans, project description or permit conditions, and any work not performed. Such certification shall not relieve the permittee of the provision contained in subsection 62B-34.050(6), F.A.C. The final certification shall be submitted using DEP Form 73-115B (Updated 7/05), entitled "Final Certification,"which is hereby incorporated by reference. General Conditions for General Permits(effective November 21,2005) Page 2 a P. FLORIDA DEPARTMENT OF RICK scnTT 3M � i n ENVIRONMENTAL PROTECTION CARLOS 'y LOPEZ-CANT-RA BOB MARTINEZ CENTER �T.CiL?!%%R ti0R _ _ 2600 BLAORSTONE ROAD;Mail Station 3522 T.AL.LABASSEE,FLORIDA 32399-2400 i�ERSC"HEL T.VIN ;ARD JfL. SECRt'"TARY August 13,2014 Kirk A.Tovey c/o Kevin Partel,President OCT 02 23114 U Coastal Consulting&Restoration;P.A. 4230 Mvrtle Street gy St. Augustine,Florida 32084 Dear Mir.partei: Exemption Notice File Number: CNS-DU-202 Property Owner Name: Kirk A-Tovey Project Address: 1927 Beach Avenue,Atlantic Beach Location of Subject Property: Between approximately 290 feel and 340 feet north of DEP's reference monument R-44,in Duval County. This is in response to your tetter received by the Department on August 13,2014,requesting a determination that your proposed project for construction of a second story addition to an existing garage and cosmetic foundation modifications to the existing single-faxzaily dwelling at the dbov€location is exempt from coastal construction control line permitting. The following information was submitted to the Department in support of this request: A copy of a survey by Associated Surveyors dated June 4, 2014,and a copy of a letter dazed August 1,2014,from Lou Pontigo& Associates,Inc.,Luis A.Pontigo,P.E.,dated August 1,2014. According to the above documents, the proposed second story addition to the existing garage and single-family dwelling will remain w Lthin the lits of the exi:stiztg fomdation of the structure and does not require, involve, or include any structural modifications or repair to the existing foundation of the structure.Based on this information,the Department has determined that the proposed work is exempt from the permitting requirements pursuant to Section 161.053(11)(a), Florida Statutes, and Section 62B-33.004, Florida Administrative Code. Additional exterior lighting is not incorporated into this exemption. It is the responsibility of the applicant to ensure any local permits for lighting have been obtained. All windows and glass doors visible from any point on the beach must be tinted to a transmittance value (light transmission from inside to outside) of 45% or less through the use of tinted glass or window film.No other activities are authorized under this exemption. This determination does not convey or create any property right, or any interest in real property. This determination does not authorize any trespass, entrance upon, or activities on property which is not owned or controlled by you,or convey any rights or privileges other than those specified in this determination and applicable rules and statutes. NOTICE OF RIGHTS This action is final and effective on the date filed with the Clerk of the Department unless a petition for an administrative hearing is te imly filed under sections 120.569 and 11 20.57, Florida Statutes,before the deadline for filing a petition. On the filing of a timely and sufficient petition, this action will not be final and effective until further order of the Department. Because the administrative hearing process is designed to formulate final agency action,the hearing process may result in a modification of the agency action or even denial of the application. CNS-DU-202 August 13, 2014 Pane Three Judicial Review Once this decision becomes final, any party to this action has the right to seek judicial review pursuant to section 120.68,Florida Statutes,by filing a Notice of Appeal pursuant to rules 9.110 and 9.190,Florida Rules of Appellate Procedure; with the Clergy of the Department in the Office of General Counsel, 3900 Commonwealth Boulevard. M.S. 35, Tallahassee, Florida 32399-3000; and by filing a copy of the Notice of Appeal accompanied by the applicable filing fees with the appropriate District Court of Appeal. The Notice of Appeal must be fled within 30 days from the date this action is filed with the Clerk of the Department. This determination does not relieve you from your responsibility to comply with the permitting requirements of any other local, state; or federal regulatory agency which has jurisdiction over the proposed activity. The exempted work is strictly limited to that described above. If you have any questions, concerns, or need additional information, please contact me by mail at the letterhead address (add Mail Station 3522), or by telephone at 850/245-7665, or by e-mail at tonv.mcneal(a)dep.state.fl.us. nicer y, Tony cN , E. rogram A Co Co 'o Control L' Di ision W r R so a, ent TDM Enclosures cc: Trey Latch,Field Inspector City of Atlantic Beach,Building Official Kirk A.Tovey,Property Owner VVWli.de.o.sieme-P.71s v City of At Beach 1;ysT APPLICATION NUMBER f�` « Building Department h� "< �, Fo be assigned by ih uilding Department.) 800 Seminole Road v » Atlantic Beach, Florida 32233-54454 n �� Phone (904)247-5826 - Fax(904) 247-5845 i E-mail: building-dept@coab.us L -ate routed: Z� City web-site: http://www.coab.us �" , I AP'PUCATION REVIEW AND TRAU SING FORMY L Property Address: 17 Q Z 7 Bf Q OA ®e rtra,,:nt review required Yes No Buildin Applicant: rai:or Project: I P Jorks Zn d Flr T-4 two_�G Public Utilltie Public a_ r Fire Seivi i Review fee $ Dept Signature _( Review or R'ece': Other Agency Review or Permit Required of Permit Verified Date Florida Dept. of Environmental Protection { Florida Dept.of Transportation St. Johns River Water Management District Amory Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: i APPLICATION STATUS Reviewing Department First Review: reproved. (Circle one.) Comments: BUILDING PLANNING & ZONING Reviewed by: — Bate:/D (� ,/(/ TREE ADMIN. Second Review: A roved as revised- ❑Denied. PUBL WORKS Comments: P UTIL IES PUBLIC SAFETY Reviewed by.- Date: FIRE SERVICES Third Review: []Approved as revised. ❑Denied- Comments: Reviewed by- Date: evised 05/14/09 PUSS C LJM1 TLU PLANS tiMEW COMMENTS Efate: 6.12, Initials: Pro ect Name/Address: l � ��a,l � �%�"�- � - App ication Perm Check Bar Check Application Tracking Comments to Add Box to Comment "Print" UWSU Avoid damage to underground water/sewer utilities. Verify vertical and horizontal location of utilities. Hand dig if necessary. If field coordination is needed, call 247-5834. ❑ M BSC Ensure all meter boxes, sewer cleanouts and valve covers are set to grade and visible. ❑ RTIC A sewer cleanout must be installed at the property line. Cleanout must be covered with an RTI concrete box with metal lid. Cleanout to be set to grade and visible. RPZB A reduced pressure zone backflow preventer must be installed if irrigation will be provided or if there is a private well on the property. Backflow preventer must be tested ❑ ❑ by a certified tester and a copy of the results sent to Public Utilities. STRM Plans note the building will be unsprinkled. If plans change, any fire line installed must be metered with a Sensus touch-read meter in a properly sized vault and an appropriate backflow preventer installed. Backflow preventer must be tested by a certified tester and ❑ a copy of the results sent to Public Utilities. FOR If fire sprinkler system is provided, contact Malcolm Clemons at 247-5839 for backflow requirements. At a minimum, will require a double check backflow preventer. ❑ FLM Fire lines must be metered with a Sensus touch-read meter. Meters larger than 2" must be installed in a vault as noted in 1EA specifications. 13 ❑ ❑ ❑ ❑ ❑ ❑ ❑ O ❑ 0 0 City of Atlantic Beach APPLICATION NUMBER Building Department (To be assignedby the Buildin Departme ) 800 Seminole Road � 751 F Atlantic Beach, Florida 32233-5445 Phone (904)247-5826 • Fax(904)247-5845 E-mail.- building dept@coab.us Date routed: City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: , De r!!�ent review required Yes No u' ing Applicant: Planning &Zoning t \ Q Tree Administrator Project: /,��Q Ud �+ Public Works Public Utilities Public Safety Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Recelptof Permit Verified By ®ate 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: 5� ► 4 -�AA�- , � LoMM�� s BUILDING PLANNING & ZONING Reviewed by: Date: (o-1 -4- TREE ADMIN. Second Review: pproved as revised. [-]Denied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: I l L-,?- FIRE 2FIRE SERVICES Third Review: ❑Approved as revised. [-]Denied. Comments: Reviewed by: Date: Revised 05/14/09 City of Atlantic Peach �: APPLICATION NUMBER building Departmento be assigned by th uilding Department.) ,,,. 800 Seminole Road n Q �7 .. '' •N� Atlantic Beach, Florida 32233-5445 �/�/C / Phone (904)247-5826 • Fax(904) 247-5845 I �� / E-mail: building-dept@coab.us L Date routed: City web-site: http://www.coab.us _._ APPLICAT' REVIEW AND TRACT', TNG FORS Property Address: 1927 7 Ba 0 l`7 Y�. De r: 't review required Yes No Buildin Applicant: 4,6 lanning &Zonin rator Project: Public Works r-lb Znd FIr 7"dq,'tnt9z PublicUii, ty / Public Saety Fire SeiA/ii Review fee $ Dept Signature QYher Agency Review or Permit Required Review or Rece'' of Permit Verified � Date 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. MDeniecl. (Circle one.) Comments: L 7 Ems. �v rr��.,^,�, K.•�`> BUILDING PLANNING &ZONING Reviewed by: Date- ro(6-t t TREE ADMIN. Second Review: N�%Approved as revised. FIDenied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: _':Z� Date: I( Z4 <<}. FIRE SERVICES Third Review: []Approved as revised. ❑Denied. Comments: Reviewed by: Date: wised 05/14/09 BUILDING PERMIT APPLICATIO.N C'7Y OF ATLANTIC BEACH 800 S . -iinole Road, Atlantic Beach, FL 32233 A 25 2014 Office (904) 247-5826 Fax (904) 247-5845 Permit Number: b Address ff+/. 13cA, (-UN C -o,(-o-4-�v !gal Description P /S- �16 ' 5-7 b Lk VCL( C'L-(,\4-c/ , r- 4'A I o 1-"A 7—Parcel# 1,loor Area of 84.Ft. Sq.17— duation of Work$ Prr .)sed Work heated/cooled non-heated/cooled ass of Work(circle one): New Addi��-,-11Alteration Repair Move Demolitio<ioDo L�sp-�-W-indo ;e of existing/proposed structure(s) (circle ',ne): Commercial Ciesidei ntal an existing structure,is a fire sprinkler s, , em installed? (Circle one): es o N/A arida Product Approval#-5'C-5- or multiple products use product approval torm fo-,0 vo-'+e- + -scribe in detail the type of work to be performer r, o.-J c� 2 K Ro o v- C- Ly "vv ucj[ iniormation: ime: kirk -,- Kc-rev-7!, -T-ove--✓ Address: CLv ty 7TIi� LStat�er-LLZiip)3---'--aos-Phone 90c/- 21-2- dk?6-1 L,1-4 q Mail or Fax#(Optional) -6vew/ IL C I, r-, b _-1`-LL.CJ j0 t jontractor Information: C G�-k Qualifying Agent: )mpany Name.. Stat City -:J-P'>C e—1-&? zip, as 11 ddress: (019s—g—P -IT k\ sem;swc ffice Phone q01--226- 33 p- jobSitv CodactNumber9og— Fax# 90q- - ;U -6-3 9 ate Certification/Registration# CC-ICA -12-66' 1 --) 2 rchitect Name&Phone# . 3— - �36V I �2 el a- 02 0'f agineer's Name&Phone# ,e Simple Title Holder Name and Add ocoi'elv onding Company Name and Address �A /A [ortgage Lender Name and Address— 1\,-t //-; - plication de obtain a e do he rk and installations s indicated. certify that no work or installation has commenced prior to the laws ng construction in thisjurisdiction. This permit becomes null iod f six(6)months at any time after is or aWer 0 t k or abandonedf 11 Pools, hirnaces,Boilers,Heaters, i to 0 to t ee o is to 0 t permit performed h tan re and that 1 t t in t (6 on n r ct""" e S, at w p mt otworkh n permit n d 'u.- ' 'I t t, mi t be secured or Ele id id , t se Plumbing,Sikns, " ' I" stand t a Para pe )'k is f me ..d. der "k, .d,4,11 Conditioners,et'. 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. herebyi that I have read and examined this appl, ti and know tk e same to be true and correct. A 11 provisions of laws and ordinances governing this certify plication a I pe!Z�work will be complied with whether specijTed herein or not. Tho granting of a permit does not presume to give authority to violate or cancel the ovisions of any qtherjed�ral state, I law rejahiti4g construction or the performance of construction. ignature of Owne Signature of Contractor ;-7 ........................... J...... .... ............................................. rint Name Print Name 9......... ....................................................................... ....................................... Sworn to and subs�;rni before inj Day 0 worn,to and subscript before me Sworn 264 20 / this-?--,�S�_Day o 110:3 Da If Pl/ fC L u Ile Notary Public lotary Public Revised.0 1.26.10 r CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD �. ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 - ----- FILE COPi Application Number . . . . . 14-00001186 Date 8/21/14 Property Address . . . . . . 1927 BEACH AVE Application type description RESIDENTIAL ALTERATION Property Zoning . . . . . . . RES GEN MF DISTRICT Application valuation . . . . 5420 - ------------------------------------------ Application desc INTERIOR REMODEL --------- ---------- --- ---------------------- Owner Contractor - --- -------------------- - ----------------------- TOVEY KIRK A GBN CONSTRUCTION, INC. 13751 CLUB COVE DR 6054-8 ARLINGTON EXPRSY JACKSONVILLE FL 32225 JACKSONVILLE FL 32211 (904) 993-2670 --- Structure Information 000 000 INTERIOR REMODEL Occupancy Type . . . . . . RESIDENTIAL ----------------- Permit . . . . . . RESIDENTIAL ALT/OTHER Additional desc . Permit Fee . . . . 80 . 00 Plan Check Fee 40 . 00 Issue Date . . . . Valuation . . . . 5420 Expiration Date . . 2/17/15 ------------ --------------- --- ----- -- -- --------------- -- ---- - -- ------------ Special Notes and Comments 2010 FLORIDA BUILDING CODE, 2008 NATIONAL ELECTRIC CODE *REPORT ANY UNFORSEEN STRUCTURAL DAMAGE TO THE BUILDING DEPARTMENT IMMEDIATELY. ------------------------ -- --------------------------- ---------- ____ _ _ --- -- ---------- ------- Other Fees _ STATE DCA SURCHARGE 2 . 00 STATE DBPR SURCHARGE 2 . 00 ------------------- ----- -- --------------- -- --------------------------------- Fee summary Charged Paid Credited Due --------- - ---------- - Permit Fee Total 80 . 00 80 . 00 . 00 . 00 Plan Check Total 40 . 00 40 . 00 . 00 . 00 Other Fee Total 4 . 00 4 . 00 . 00 . 00 Grand Total 124 . 00 124 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. NOTICE OF COMMENCEMENT State of 0 Y1 Tax Folio No. county of t-y Ca 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 state to this NOTICE,OF COMMENCEMENT. Legal Description ofpropertybeingimprov .0 Nok7k Uh',+ a� �Z C t3 S eo r o Y rA-;__ 'i (S eq) , S ZJ tti vc` Co L.l Address of property being improved: -q---7 '-d- A c_t L-_, C. qj`, ,.--C' 3 ''_a 3 3 General description of improvements: P_'_el-`nV_ t o� `, Sf 7t1` FL3 a-a4`a Owner: 'TO V 5 Address: 30 / t Owner's interest in site of the improvement: Z01) C211 Fee Simple Titleholder(if other'u ire Name: p /1 Contractor: Rj rzi d erg Ne_�e, Address: X05 —� r Ek r-esst7a l�So (e FL• 3Telephone No.• -7-Z _ Fax No 1��3 d Surety(if any) U�- Address: Amount of Bond$ Telephone No; Fax No: Name and address of any person making a loan for the construction of the improvements �ss �m�� Name: t7 1`e_ Address: Phone No: Fax No: p Name of person within the State of Florida,other than himself, designs e � oi n� et;_(ather tints may be served: Name - Address: AM y , Telephone No Fax N�:� , ' In addition to himself, owner designates the following person to 1reueive-w•eopY 0f the Lienor's Notice as provided in Section 713.06(2)(b),Florida Statues. (Fill at Owner's option) Name: it Address: Telephone No: Fax No: Expiration date of Notice of Commencement(the expiration date is one(1)year from the date of recording unless a different date is specified): `yBMA Sq THIS SPACE FOR RECORDE ugGFIER KA& ( "/2/ =* eQ�ambe�g�o: y Date: '7- 5 oy9 gni: ?�1 �.� u*R oil me this /,�'� day of in the County of Duval,State r 'da,has personally appeared D Gi t 1'11 ,_130"I .z �o• #EE 11 faygy Public at I arge,State of Florida,County of Duval G J A•? 0 :•' ommission expires- or �� lly Known: SIC i A-M()\� pfodunced Identification: BUILDING PERMIT APPLICATION CITY OF ATLANTIC BEACH 800 Seminole Road, Atlantic Beach, FL 32233 Office (904) 247-5826 Fax (904) 247-5845 // 3 9-x.-33 Job Address: l4+1 . (3C4, Permit Number: Lot 6� � A�a-1 (3� unit � 2-L'-R_s C� Psi ParcelP e. /5 Po;. s-7� Dttiv�-f #Legal Description o �1 4 F: y� Floor Area of Sq.Ft. Sq.Ft Valuation of Work$ ;�UZ o. v0 Proposed Work heated/cooled y_�S� non-heated/cooled (a!col Class of Work(circle one): New Addition Alteration Repair Moveemolition pool/spa window/door Use of existing/proosed structure(s)(circle one): Commercial esid If an existing structure,is a fire sprinkler system installed? (Circle one): es No N/A Florida Product Approval# For multiple products use pro uct approval form Describe in detail the type of work to be performed: h 4,0_r ► o r ► c : a►-c o h Property Owner Information: Name: r —To V Lt. Address: 13_?5-7 6'(&t b Ce t sl�r. ��9i� FL 3 a ZL �S City z k S Sta FL.Zip 3X1 5 Phone 0 q- '2- E-Mail or Fax#(Optional) K v e v e C, c I , r.&-t- Contractor Information: Company Name: 0 Q K Co i,,s�'��-f c��'y �77" c-, Qualifying Agent: cz c-.4- Address: `Address: 6 0 -JP rAr (4,q+-v1, G rti s s w, City =�eL Ke State Zip Office Phone `t 0q--7-zS--3:33 Job Site/Contact umber 9c13-- Z6"70 Fax# .-7.1t State Certification/Registration# CC C/9 1 -L-0 6 1 Architect Name&Phone# s c C r-V Lt t-.C. 3 - 3 S-0 Engineer's Name&Phone# I o 6,4- a u s o r 2-O goe Fee Simple Title Holder Name and Address Bonding Company Name and Address �_k 0 V.-C Mortgage Lender Name and Address Application is.he eby made to obtain a permit to do the work and installations as indicated. 1 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 constructton or work is suspended or abandoned for a period oix(ti) months at any time after work is commenced. I understand thhat separate permits must be secured for Electrical Work,Plumbing,Signs, Welllss,Pools, Furnaces,Boilers, eaters, 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 YOIT]i NOTICE OF COMMENCEMENT. I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governirsg this type of work 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 provisions of any other federal,st te,or local layd regulating construction or the performance of construction. Signature of Owner Signature of Contractor f�Lt lCteri�r--- _ Print Name 'L... ... ...... Print Name l... .;..�... . .. .13.1"....... ...f'...h..... ..::............. .......�J �T Qx� ............................. ^mak ` """" BUILDING PERMIT APPLICATION D C 0 P CITY OF ATLANTIC BEACH FILE800 Seminole Road, Atlantic Beach,FL 32233 SEP 2 5 2014 . =.�.� �• :R x,....-� Office(904) 247-5826 Fax(904) 247-58 45 Ley _ _7 ob Address: �Ue n u� Permit Number: _ ,egal Description pa, jS 6 s 7 b L&vc I Co u r\ Parcel# t Pro osed Work heated/cooled non-heated/cooled Jaluation of Work$ P lass of Work(circle one): New Addition Alteration Repair Move Demolitio ool/sp window/do Use of existing/proposed structure(s)(circle one): Commercial esiden�i � I an existing structure,is a fire sprinkler system installed. (Circle on esN/A Florida Product Approval# S'ae- `i7,W&-c-ke-J For multiple products use pro uct approval form Describe in detail the type of work to be performe( ` J d b a 1 a.d d a w d moo°r C' G u ear f 1-1v�s{ P,u,•ci "..ner jLniormauon:t Name: k r '� ^ e To v Address: l 3 7 Sl C'C`� Care �r �Ax, City �� E-Mail or Fax#(Optional) -E-o ve °�� s`'"� 1_ 1 C_`,`a h - ri e.T Contractor Information: 3 Q16 CA, Company Name: r. Qualifying Agent. Address: (ri - �''�Cry r�esswc City �'"�x State `. Zip�'3 L f Office Phone Jo Site/Co act Number Cloy-Cl 3- Q-U-7© Fax# �De�- -7a t �S3D`� State Certification/Registration# Architect Name&Phone# K ev i C" Desi h C r�c� "` _ 0 9 O Engineer's Name&Phone# + Ass vc, Fee Simple Title Holder Name and Addr ss Ow we Bonding Company Name and Address 1'1 A Mortgage Lender Name and Address A that no work or Application is hereby made to obtain a p�l it Qo o�►ned toomeet the standards of all dicated. I aws regulating oa danedno installation n'od of sixhas 6) This mon hs atta y t mesafterl issuance of a permit and that all work wi p rf Wells,pools, urnaces,Boilers,Heaters, and void�f work is not commenced within six(6)months, or if construction or work is sti:spended or ab .f OF work is commenced. I understand that separate permits must be secured for Electricril Work,Plumbing,Signs, Tanks and Air Conditioners,etc. WARNING TO OWNER: YOUR FAILURE T�WIC�OR IMPROVEMENTS COMMENCEMENT MAY RESULT IN YOUR F AT O�JR NOTICE I YOUR PROPERTY. IF YOU INTEND TO OBTAIN FIN IA ANCNGCONSULT WITH TO OUR LENDER OR AN ATTORNEY BEF CORD i d re I hereby certify that 1 have read and examined this a plication and know th a same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether spe fi ehein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any other f �Vtederl l�egttlat�g�� ion the performance of construction. 69 Signature of contractor Signature of Owne - - i Print Name t..... ... ... .....�/.� ............ . ................................. Print Name .................. ............................................................. `. 4 sworn to and subscribe before me Sworn to and subscri be' rem 26 / this�3 Day o thisc ay f ++ --- r � Notary Pu is Notary Public Revised.01.26.10 GBN Construction , Inc • October 21, 2014 Mr. Dan Arlington C.B.O. Atlantic Beach Building Dept. Atlantic Beach, FL Thank you for meeting with me yesterday, regarding the renovation to be done at 1927 Beach Avenue, Atlantic Beach, FL. Our cost of the garage second floor addition (exterior walls and roof system)to the existing lower garage wall system is not to exceed $26,000.00. If you have any questions regarding this project, please contact us. Thank you, Braden J. Negaard, President GBN Construction, Inc. 6054-8 ARLINGTON ExPREsswAy I JACKSONVILLE, FL 32211 1 (904) 725-33381 E (904) 721-5309 www.gbnconstruction.com ! gbnconstruction@bellsouth.net City of Atlantic Beach Building and Zoning . 800 Seminole Road Atlantic Beach,Florida 32233 Telephone(904)247-5826 Fax(904)247-5845 http://www.coab.us October 2, 2014 1927 Beach Avenue Zoning Review Comments 1. Certified Survey: Please provide a certified survey with all existing buildings' locations relative to property lines. 2. Site Plan with Setbacks: Similar to the certified survey, we need the site plan to show the distance between structures and property lines. Expect additional comments related to#'s 1 and 2. 3. Garage Height: The height of the garage must be shown from adjacent grade, not top of slab. 4. Measurements: A number of measurements are shown "±", and more clarity is needed on these. It is understandable that these are existing structures and they may not be square, but it is necessary to show exact dimensions or define the "±"within a reasonable distance. Know that where a setback may be in question that these measurements become more important. Significant Change Required There is a significant issue with the plans relative to the garage addition. By connecting the house and the garage with the covered walkway,you have essentially made all of this one structure. While there may not be a physical connection, any structure within 5 feet of another is considered connected by code. That means that all work done to the garage must meet the same setbacks of a principle structure. This would greatly affect the second floor addition when building within the 20 foot setback from the Beach Ave property line. There are two resulting actions possible to resolve this issue: Modify the covered walkway so that it does not come with 5 feet of the garage. This would allow the second floor expansion of the garage as shown in plans. Or Derek W. Reeves Zoning Technician . - -t )5oem i-,na�,-, C�►�� S u,ecJ cam/ s g.4e �� KJ �= w PJ�d�S GBN Construction , Inc . Attention: Atlantic Beach Building Department: October 27, 2014 To Whom It May Concern: We wanted to make you aware that the energy sheets submitted with our original package were produced with 5.5" of foam insulation in the attic space, even though the plans depicted fiber glass batt. The energy sheets are correct. Please note that the attic areas are not storage or equipment spaces. Sincerely, aden J. Negaard resident GBN Construction, Inc. 6054-8 ARLINGTON EXPRESSWAY I JACKSONVILLE, FL 322111 T. (904) 725-33381 E (904) 721-5309 www.gbnconstruction.com I gbnconstruction@bellsouth.net Sierra Premium TM Installation Guidelines • Forbetter appearance,stagger the second course 16". For the third course, Stud flip the board(or reverse the pattern)and stagger back another 16"from the second course. Please note these dimensions apply to 16"o.c.framing. For .Sheathing other spacing plan accordingly.Avoid creating a `step"or"ladder"pattern. • Shake keyways from one course to the next should not line up vertically. Weather Layout of the application may be necessary to avoid stacked keyways. `I ^�i Resistive Barrier Joint Treatment Joint Installation(Fig.5) itf1l' ,It1 ii• 4 1''}I'1 1,;; • The use of a joint flashing behind the butt joints is required. �t1y,(il!'F 1.r. • Suitable materials for joint flashing Include anodized or PVC coated coil stock and code approved water resistive barriers. �i� ,,, , ,,,. �Sierra 1r " Premium" • The joint flashing should be at least 3 in width and long enough ;,1�(r,(,1 i!ry� to extend above the board width a minimum of 1-1/2". '!rq1.,,lMU (ill ,.,f I'r, Fig.6 • Install Sierra Premium"Shake and Smooth boards over joint flashing with a Ar-' minimum 1/8"gap between board ends. This gap may be filled with a quality exterior grade caulk. Ensure caulk meets ASTM 834 or ASTM C-920 Starter Strip requirements and is approved for use at butt joints. I Sierra Premium' Weather ,Weather Stud Sheathing Resistive Resistive Barrier l Barrier rr from panel top,, Da notcaulk. ---• 114"gap Sheathing I 1 F Jointflashing�� li I I ..:,....,... �II 3/4"from panel edge RichiTrim' Flashing Fig.7 I �Stud Sierra Premium' ,Sheathing, 1/8"gap and caulk(optional) ( \ ,,,4 ; Weather Vertical Joint 1 �%! Resistive Barrier �✓ `\ k Compound Fig.s Polyurethane adhesive �iyilijslilr„!5 �t'lu1;r Miter 45° Sierra Siding to Trim Joints(Fig.6-7) II Premium" . • Where board ends and edges meet trim at inside and outside corners,door,• window and other trim attachments,leave a minimum 1/8"gap and caulk m%— I with a quality caulk as described above. ;' {' ` Fig,s • Trim attachments must be of sufficient thickness. The overlapped boards must not extend beyond the face of the trim. A continuous solid shim or Stud "build out"behind the trim may be necessary. • A flashed 1/4"clearance must exist over horizontal trim. ar Alternative Corner Treatments Q.8-9) Sheathing • Sierra Premium Shake and month boards may also be installed with mitered corners. For best results,use a compound miter saw to accurately weather cut the 45 degree miter cut and slope angle. Resistive Barrier • Sierra Premium Shake and Smooth boards may also be installed in a laced or staggered comer application. Poly- –� • Nichiha recommends installing a galvanized,coated aluminum,or vinyl urethane —,ti --staggered PVC flashing over the building corner prior to beginning a mitered or laced Sealant corner application. n �`\ Butt Joint • Use a polyurethane adhesive where mitered or face l2 oin % " Fig.9 Finishing TFp�'so Follow all general finishing instructions on page one of the NichiProductsTm A.s A�iO Installation Guidelines. O r' ra us' Amfnmg NI;.Ifit l.9pbAuct.tinalnaltalhtc>ihc7l.k,:isnid;, ridi;,niuchif,3ntursllcacurr tion of cr,,�talin Silica lilt,)dtc lung+and n iki[d s,,,AU t dt•.6 cin ClUk!tca!th di.urd r,such u s hcinis lunglilt cr.()r ruicntiail up,n canotu cacti n.'Gt t amscR,tris.Nrch ha r.omm nd+rh:u witux ler d llin;,.uumg,sats,ng,,;mdmg cv,hrading the praluc[,n 6619 Pit a[htree Industrial Alfd. the Billowing"ante practices.11 L;x best work practices in reduce airbonlc dust concentrations.21 U,c a rbxr amen!circular saw with u dust u,llcaor li,r Suite A;1,Norcross,GA 30002 cunmgfe.g.,\}rLiu>!i71;Lj.1luduerollectileo��s[Ixc�nnec�:dtoaHGP.Ieanmm.3llk�notusec,tmpresxdairfurcieaningtlus[. tl\,-irkour&otswherC 'Ii,llFreeLSG.\ichiha.( fcasibk.utherwix uu mcchariial s2ntilatl:m.ij eecryonc handling Nichiha prcduas ar in the riciniR of,)[hers tumg Nlihihi pr;,du.[s m[r,[ucar rfcn Slv< s - O SUA24.4421) and prip:Ylyfived respirators prior w handling Nichiha product,,Nichiha requires that users wear a NIOSH/OSHd approved respinter with a rating of Phtme 770.SU5 x)-{66 N100,0100 or P100 in accordance with appl!eable govermnenl regubtions.md n:muraaurcr inArucurrus.01 1!I tnlp}oyers must comply with the tail 1 PEI. and ACGIIi'1"hti 11\;� 71 Warn other in arra.'these requirements are designed to help minimize exposure to crystalline silica.Ve also require that you read all N IC H I HA Fas T0.90 946' in,[ nils and wantings 1inclutR,ig'S$([Sj print to u+ink NICHIILI's pr xlu is F„r further htrnrmati m or+luc h n, I1 ax consult the MSUS,r tnur emph,cer. {� 1hc,UDSforN,chiltapnxiucnsarcaaibbteatniciuha..nm,aunurincilNichuhadefiler.,rthrotq4iNitluhidircuh.ttl.SuC.4244431.EULLRFIIa,IHL1tL11 fiber cement nicilihaxorn H WAILNINGS,NL4US,AND 011}ER INSIRt't"Ili�N NL1Y LESI.I 10SLR7(11:S Phlb,)N.V.IN;IEIRY Olt UL,,'IR HEERI:L,,ILNI'Nl'iISMi'andSIEIUIL,PREMIUM are Imicroje-4Nichil,al'S.,.Inc. Fiber Cement At Its BestTM U,2f x A N'i.hiha 161 Inc.All n8lib rrtiwd.Primed in lite.PS.Li!i Gj/f O Preparation stud Follow all general instructions on page one of the NichiProducts- Sheathing Installation Guidelines. I y • Sierra Premium-Shake and Smooth boards can be installed Weather xt Resistive % a - duectly on braced wood construction spaced at a maximum of Barrier a"'jlli�IPl 24' o.c.or over sheathing with vertical solid wood backing. �� Please contact Nichiha regarding installation over steel frame i o� ,I lml�II1�.I construction.(Fig 1) a III,II I�I'i qli! foundation .AI'I'u jl li„pll U IU Inll'I�!LIIII �, i SINGLE WALL , ill�llu�ti , Weather Resistive Barrier 1 CONSTRUCTION k'J Stagger weather Bracing t cuts at least t ' 124 o c.max. i Sierra Premium” Sheath ns' ; Starter Strip t i / I Fig.I Overlap(Fig.3-4) illi I I� I A minimum overlap of 1-1/4"is required. (k Ij 3I+III IIII II II I tl Blind Nailing(Fig.3) For a more aesthetically pleasingg installation,Sierra Premium l41 I I F�I �lI i I) 1{I� Shake and Smooth boards may be installed in a hidden,or blind nail application. ', (I_ Position the fastener 1"down from the to edge of the board and Finish nail pattern p g Staggered nail pattern Sierra �.., no closer than 3/4"from the board ends. Premium" Min.6" • Fasten from one end of the board to the other. DOUBLE WALL CONSTRUCTION clearance above finished grade Fig.1 _., 24"D.C.max • When installing Sierra Premium Shake and Smooth boards,it is Stud recommended that an APA rated 7/16"OSB or plywood SheathingNMI sheathing be used. Boards may be installed over non-structural sheathing such as foam,fiber builder board,and gypsum type panels. Non-structural sheathing thickness should not exceed 1 D ` , I dId m� 1 I fll�i i I,Ifull I lllll+ill 1 ji illlll,,11111 �i IF�i ue to the compressive nature of some non-structural sheathings, I it fl i II. care must betaken not to overdrive the fastener and compress the sheathing.The fastener length must be increased b the overlap ,�� `i�•, , thickness of the non structural sheathing. ;,+ i ; +IMI ipiiiil iT�ai • l l�+ ''• Ensure all weather resistive barriers are rnlace in accordance with local code. it p • Framing misalignment or irregularities in the sheathing r a 1 Weather application should be corrected prior to siding installation.These '�S gra Premium" Resistive Barrier .. irregularities may mirror through the finished installation. Fastening : - Fig.3 • Corrosion resistant fasteners,such as hot-di ed galvanized nail face Nailing(Fig.4) and screws that are appropriate to local building codes and • It is permissible to install Sierra Premium Shake and Smooth practices must be used. Stainless steel fasteners are highly boards in a face nail type installation to meet certain installation recommended in high-humidity and high-moisture regionsrequirements or-when specified by local code. Nichiha is not liable fo'r corrosion resistance of fasteners.Do not • Position the fastener a minimum distance of 3/4"up from the use aluminum fasteners,staples,clipped head or T-head nails,or bottom edge of the board and no more than 1". This ensures the fasteners that are not rated or designed for intended use. fastener will penetrate through the overlap and through both • Corrosion resistant,full round head siding nails or appropriate courses. Place the fastener no closer than 3/4"from board ends. screws may be used to install Sierra Premium Shake and Smooth Fasten from one end of the board to the other. boards to wood framing members. Fasteners must penetrate into "'J ;w;od a minimum of 1". 4 x. Sheathing "o.c.ma The fastener head must be flush to the board ,e i,p 24trot stud over drive or under drive fasteners. '• t4 1-1i4"min. �Q6t�'pJ{)! '�'4i°y y; � overlap Installation F �o� Follow all general instructions on page one of the NichiProdWA �T iOCgN j t t Installation Guidelines. -'0-0 } Starter Strip&first Course(Fig.2) ��T�0,��9f 4 r nail y err _• A starter strip is required to set the first course on the proper Weather Resistive 1-1/4"min angle and to create a drip edge at the bottom course of siding. Barter overlap i is The starter strip material may be a cut piece of Sierra Premium,FS Sierra Premium" 1'- !' ! 1010'/2"Nichiha Spacer,PVC,or pressure treated lumber. Do not use untreated lumber,plywood,OSB,or other engineered wood products as a starter strip. • Install the starter strip level with the bottom of the wall sheathing Fig.4 or mudsill. • Ensure the first course of boards is level as it will be the guide for Vertical Joint Placement(Fig.5) entire installation.Use a level and chalk line to establish a level All Sierra Premium Shake and Smooth board vertical joints must and straight reference point for the first course. Continue to land or"break"over studs or framing. check for level lines throughout installation. If OSB or plywood sheathing is used,boards must be secured with „yo The first course of siding must hang below the starter strip a a corrosion resistant,$8,ribbed,buglehead screw at each butt minimum of 1/4". oint. • The siding should not extend below the corner trim. When possible,use factory sealed or finished ends at butt joints. • The bottom edge of the first course must have at least 6" Position cut ends where boards meet trim attachments. "� clearance above finished grade. If cut ends are used at butt joints they must be sealed with primer,.C� • It is recommended the course heights remain aligned and transfer sealer,or paint. NEVER leave exposed cut edges uncoated. around corners. 6k reovva U FG 12875' ICC EVALUATION Ak:�? SERVICE Most Widely Accepted and Trusted ICC-ES Evaluation Report ESR-1694 Reissued March 2014 This report is subject to renewal March 1, 2015 www.icc-es.org 1 (800)423-6587 1 (562) 699-0543 A Subsidiary of the International Code Council® DIVISION: 07 00 00—THERMAL AND MOISTURE Sierra Premium Smooth Boards (also denoted by "M" PROTECTION Series boards) simulate wood planks and have square Section: 07 46 46—Fiber Cement Siding edges that allow the panels to lap. The Sierra Premium Shake Boards (also denoted by "W" Series Boards) REPORT HOLDER: simulate wood shakes. The panels and boards have nominal dimensions as noted in Table 1. Sierra Premium NICHIHA CORPORATION Boards are available in a primed condition. The top and 6659 PEACHTREE INDUSTRIAL BOULEVARD,SUITE AA right ship-lapped edges of the"EX" Series panels contain a NORCROSS,GEORGIA 30092 continuous /4-inch (6.35 mm) bead of factory-applied Nitta (770)805-9466 Gelatin, hot melt caulk, Type H-6754BB, to provide a www.nichiha.co.ia sealant between panels. www.nichiha.com 3.2 Accessory Materials: EVALUATION SUBJECT: 3.2.1 Clips: The clips are made from anodized aluminum or stainless steel, and have a minimum thickness of NICHIHA ARCHITECTURAL WALL PANELS, VINTAGE 0.04 inch (1.02 mm). Tables 2, 2A, and Figure 4, provide WOOD AND EMPIRE BLOCK PANELS, AND SIERRA detailed information on Nichiha clips. PREMIUM BOARDS AND SHAKES MADE WITH NICHIHA 3.2.2 Starter Track and Sealant Backers: Accessories "EX", "M" AND "W" SERIES FIBER CEMENT PRODUCT such as a starter track and sealant backers are provided LINES by Nichiha U.S.A. The starter track for"EX" Series panels 1.0 EVALUATION SCOPE is made of galvalume and is 120 inches long by 23/4 inches high by 0.02 inch thick (3.05 m by 70 mm by 0.508 mm). Compliance with the following codes: The single-flange sealant backer is 3/8 inch(9.53 mm)wide ■ 2012 and 2009 International Building Code(IBC) and 61/2 feet(2 m) long. The double-flange sealant backer is /8 inch (9.53 mm)wide and 10 feet(3 m) long. Refer to ■ 2012 and 2009 International Residential Code®(IRC) Table 2A. Properties evaluated: 4.0 DESIGN AND INSTALLATION ■ Structural 4.1 General: ■ Fire resistance The manufacturer's published installation instructions and this report must be adhered to and a copy of the ■ Weather resistance instructions and this report must be available at all times ■ Interior finish classification on the jobsite during installation. 2.0 USES The wall framing and sheathing must be covered with an approved water-resistive barrier in accordance with the The Nichiha fiber cement panels are used as wall applicable code. Single-flange sealant backer must be coverings interior and exterior walls in buildings of used at locations where the Nichiha "EX" Series panels Type V Construction (IBC) and buildings constructed in butt against door and window trim, butt against inside accordance with the IRC. corners, or butt against corner trims.All gaps must be filled 3.0 DESCRIPTION with exterior-grade sealant conforming to ASTM C920. Trim and corners must be installed as required by the 3.1 General: Nichiha installation instructions. The Nichiha "EX" Series, "M" Series and "W' Series 4.2 Nichiha Architectural("EX"Series)Wall Panels: product lines are reinforced cement panels made of proprietary components and portland cement, the series 4.2.1 General: The panels must be attached through the having different formulations. The reinforced fiber cement sheathing to the framing in accordance with Table 2 of this panels comply with ASTM C1186, Type A. The Nichiha report using Nichiha panel clips which are supplied with the Architectural Wall Panels, Vintage Wood and Empire Block panels. Table 3 provides guidance on selection of the clips Panels (also denoted by "EX" Series panels) are ship- for various panel configurations and sheathing. The clips lapped on either two or all four edges (see Table 1). The must be attached through the sheathing and water- ICC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed,nor are they to be construed as an endorsement of the subject of the report or a recommendation for its use.There is no warranty by/CC Evaluation Service,LLC,express or implied,as to any finding or other matter in this report,or as to any product covered by the report. Copyright©2014 Page 1 of 9 ESR-1694 1 Most Widely Accepted and Trusted Page 2 of 9 resistive barrier to the framing or to optional 2-by-4 furring required by Nichiha's installation instructions and the strips with a specific gravity of 0.42 or greater, or an applicable code. The boards must be applied horizontally 18-gage or thicker furring channel. commencing level with the bottom of the wall sheathing or Flashing and accessories for the panels must be mudsill. See Figure 3 of this report. The starter strip may be a /3-width-strip cut horizontally from a Sierra installed as required by the Nichiha installation instructions Premium a 1/2-inch (12.7 mm) Nichiha FS1010 shim, and the applicable code. The panels must be applied pressure-treated lumber or other suitable material (see horizontally commencing from the bottom course of the manufacturer's published installation instructions).The first wall. The J-shaped starter track must be fastened ata course of the boards must be installed horizontally with the maximum of 16 inches (406 mm)on center with corrosion- bottom edge overlapping the starter strip by '/4 inch resistant screws with 0.19-inch (4.83 mm)shank diameter. Fasteners must penetrate wood studs or sill plate a (6.35 mm). There must be a minimum 11/4-inch (31.8 mm) minimum of 1 inch (25.4 mm) [1/2 inch (12.7 mm)for metal overlap on the horizontal joints between courses. The boards must be fastened through the sheathing to each studs]. The panels must begin a minimum of 6 inches stud with acorrosion-resistant, No. 8, ribbed, bugle-head (152 mm) above finished grade; panel spacing above [0.375-inch(9.53 mm)head diameter]screw. Alternatively, hardscapes must be in accordance with the manufacturer's a hot-dipped galvanized, full-round head [minimum published installation instructions. The first panel is 0.221-inch-diameter(5.61 mm) head] siding nail may also inserted into the starter piece and secured to the framing be used. Fasteners must penetrate into a wood holding using the appropriate clips as noted in Table 3 of this member a minimum of 1 inch (25.4 mm). All vertical joints report. Additionally, a Short Panel Clip is inserted the must fall on studs or solid wood framing. When boards are bottom of all vertical panel joints. Vertical joints of 72-inch- installed over OSB/plywood sheathing using nails, board long (1829 mm) panels must be ship-lapped and held in ends must be secured with a corrosion-resistant, No. 8, place with joint clips as described in Table 3.Vertical joints ribbed, bugle-head screw at each butt joint. of 72-inch-long (1829 mm) panels may fall between two studs, provided Long Joint Clips (JEL651 or JEL551) are Sierra Premium 1/2-inch-thick (12.7 mm) boards may be used to bridge the studs. The vertical joints of 120-inch- installed without '/i6-inch-thick (11.1 mm) rated sheathing. long (3048 mm) panels must fall on studs/furring strips. To The panels attached to wood studs are constructed as resist the transverse loads, the panels must be installed in noted in this section. Install Sierra Premium Boards with accordance with Sections 4.2.2.1 and 4.2.2.2 of this report. moderate contact at butt joints. Joint flashing at least 4.2.2 Transverse Load Capacity: 3 inches (76 mm) in width, and with a length of 2 inches (51 mm) minimum above board height, must be used 4.2.2.1 Wood Stud Construction: Wood studs, behind the butt joint. nominally 2-by-4 and stud grade with a specific gravity of 4.3.2 Transverse Load Capacity: When Nichiha Sierra 0.42 or greater, must be spaced no greater than described p �' in Table 3 and must be covered with minimum 7/16-inch- Premium Boards are constructed in accordance with thick (11.1 mm), exposure 1, rated sheathing complying Section 4.3.1, allowable positive and negative loads are as with PS-2 and fastened to the framing per the applicable listed in Table 4 of this report. code. The Nichiha "EX" Series Panels must be installed 4.4 Vintage Wood and Empire Block Vertical Panels: horizontally, and fastened through the sheathing into the framing with a series of Nichiha panel clips which are 4.4.1 General: The Nichiha Vertical panels must installed at the top of each panel at each stud. The clips attached to minimum /is-inch-thick OSB must be fastened through the sheathing into the studs, sheathing using Nichiha Panel Clips, whwhichich aree supplied using corrosion-resistant fasteners, as described in Table with the panel. The starter track must be fastened . the 2. With the Nichiha panels seated properly in place, the studs or sill plate at every pre-holed location with h 8 by Long Joint Clip(JEL551/651)must be inserted at the top of 1 n inch-long stud r sill wood screws, which must the vertical panel joint and fastened directly to the studs. penetrate the studs or sill plate a minimum of 1 inch The allowable loads for different panel thicknesses and (25.4 mm). The starter track must be installed horizontally stud spacings are listed in Table 3. a minimum of 6 inches (152 mm) above ground. The bottom of the panels must be placed on top of the starter 4.2.2.2 Steel Stud Construction: Steel studs having a track. The panels must be placed vertically commencing minimum yield strength of 33 ksi must be minimum No.18 from the bottom of the wall using Panel Clips (JE550) at gage, 35/8-by-15/8 inch (92.1 by 41.3 mm), C-shaped metal 16 inches (406 mm) on center. The vertical joint must be studs and must be spaced a maximum of 16 inches flashed with "Z" flashing in accordance with the (406 mm) on center. The '/2-inch-thick (12.7 mm) gypsum manufacturer's published installation instructions. Spacing sheathing must comply with ASTM C1396. The Nichiha of wood studs must not exceed 16 inches (406 mm) on panels must be installed horizontally, with each panel center. The studs must have a minimum specific gravity of fastened through the gypsum sheathing to the steel studs 0.42. Vertical joints occurring at the corners must fall on with a series of Nichiha panel clips as set forth in Table 2, studs and/or furring strips. which are installed at the top of each panel at each stud. The clips must be fastened to the studs using one No.10 4.4.2 Transverse Load Capacity: When the 5/8-inch- by 11/2-inch-long ( mm) sheet metal screws, or as thick (15.9 mm) Nichiha Vintage Wood and Empire Block panels are used in a vertical application and constructed in described i Table 2. The allowable loads for different panel thicknesses and installation configurations are listed accordance with Section 4.4.1, allowable positive and negative loads are as listed in Table 3. in Table 3. 4.3 Sierra Premium Boards: 4.5 One-hour Fire-resistance-rated Wall Assemblies: 4.3.1 General: Spacing of wood studs must not exceed Nichiha panels may be used as a component of one-hour 16 inches(406 mm)on center. The wood studs must have fire-resistance-rated wall assemblies as shown in Table 5. a minimum specific gravity of 0.42 and must be covered 4.6 Interior Finish: with minimum 7/i6-inch-thick (11.1 mm), exposure 1, rated sheathing complying with PS-2 and fastened to the framing The Nichiha panels are a Class A interior wall finish when per applicable code. The starter strip must be installed as installed with wall studs and spacing as required for ESR-1694 1 Most Widely Accepted and Trusted Page 3 of 9 exterior wall covering, and panels are attached directly to 5.5 The panels are manufactured in Iwaki, Fukushima, wood studs with 6d common nails which penetrate at least Japan; Shimonoseki, Yamaguchi, Japan; Narashino, 1 inch(25.4 mm)into the studs. Chiba, Japan; Takahagi, Ibaragi, Japan; and Nagoya, 5.0 CONDITIONS OF USE Aichi, Japan. The Nichiha panels and boards described in this report 6.0 EVIDENCE SUBMITTED comply with, or are suitable alternatives to what is 6.1 Data in accordance with the ICC-ES Acceptance specified in,those codes listed in Section 1.0 of this report, Criteria for Fiber Cement Siding Used as Exterior Wall subject to the following conditions: Siding (AC90), dated June 2012, editorially revised 5.1 The products are manufactured, identified and November 2013. installed in accordance with this report and the 6.2 Reports of tests in accordance with ASTM E119. manufacturer's published installation instructions. In 6.3 Reports of tests in accordance with ASTM E84. the event of a conflict between the manufacturer's published installation instructions and this report, this 6.4 Reports of testing in accordance with ASTM E330. report governs. 7.0 IDENTIFICATION 5.2 Installation is limited to buildings of Type V (IBC) Affixed to each panel is a label bearing the Nichiha construction, and buildings constructed under the Corporation name, the product name ("M," "EX," or "W" IRC. Series panels), and the evaluation report number 5.3 In exterior wall applications, the panels must be (ESR-1694). mechanically attached to walls that are braced in accordance with the applicable code. 5.4 All panel cut edges must be primed or painted prior to installation. TABLE 1—NICHIHA FIBER CEMENT PRODUCT DESCRIPTIONS PANEL SERIES THICKNESS WIDTH LENGTH PANELEDGES INSTALLATION TYPE Architectural Wall Panels 5/8 inch (installed horizontally EX 18 inches 6 feet Four-way ship- with special clips) 3/4 inch lapping 6'/4 inches Sierra Premium Smooth Boards M /2 inch 7'/4 inches 10 feet (lap siding—horizontal) 8'/4 inches Square Sierra Premium Shake Boards W '/z inch 9 inches 9 feet,4 inches (lap siding—horizontal) Vintage Wood and Empire Block Two-way ship- Panels EX 5/e inch 18 inches 10 feet lapping (installed vertically with special clips) For SI: 1 inch=25.4 mm;1 foot=305 mm. ESR-1694 Most Widely Accepted and Trusted Page 4 of 9 TABLE 2—NICHIHA CLIP CHART FOR"EX"SERIES WALL PANELS CLIP CLIP NAME CLIP DIMENSIONS MATERIAL USE LOCATION FASTENER inches Short Panel Clip for 0.04-by-2.83- Stainless 18 mm On the stud No.10, 02-inch self- JE650 5mm rainscreen by-1.97 Steel tapping screws Long Joint Clip for 5mm 0.04-by-25.59- Stainless 18 mm Panel joint No.10,1'/2-inch self- JEL651 rainscreen by-3.31 Steel tapping screws Short Panel Clip for 0.04-by-2.83- Stainless 16 mm On the stud No.10,11/2-inch self- JE550 5mm rainscreen by-1.97 Steel tapping screws Long Joint Clip for 5mm 0.04-by-25.59- Stainless 16 mm Panel joint No.10,1 /—,,n seself- JEL551 rainscreen by-3.31 Steel tapping screws High windboard clip for Anodized16 mm On the stud No.10, 1 /2-inch self- JES301 5mm rainscreen .0625-by-26-2 Aluminum tapping screws High windboard clip for Anodized 16 mm On the stud No.10, 11/2-inch self- JES302 5mm rainscreen 0625-by 26-2 Aluminum tapping screws For SI: 1 inch=25.4 mm. Note:For fastening into wood framing,use screws with minimum head diameter of 3/e inch,minimum shank diameter of 0.134 inch,and with sufficient length to penetrate into the wood holding member to achieve sufficient withdrawal capacity to withstand the design transverse loads as described in the Required Fastener Withdrawal Capacity column in Table 3. TABLE 2A—NICHIHA ACCESSORIES FOR"EX"SERIES WALL PANELS TYPE DIMENSIONS inches USE Starter track FA100 B 120 L-by-2.5 W-by-.04 T Placed at the bottom of walls,over large openings,and over large storefront openings Single Flange Backer 77 L-by-2.125 W-by-.012 T Single-flange sealant backer must be used at locations where the Nichiha FHK111OR,FHK1017R panels butt against door and window trim,butt against inside corners,or butt against comer trims. Double Flange Backer 120 L-by-2 W-by-.012T Double-flange sealant backer must be used at vertical expansion joints. FH1010R,FH1020 TABLE 3—ALLOWABLE PRESSURE FOR NICHIHA"EX"SERIES FIBER CEMENT PANELS REQUIRED PANEL INSTALLATION CONFIGURATION ALLOWABLE REQUIRED Fiber Minimum Maximum Required Required TRANSVERSE FASTENER Cement Framing Stud Clip Clip WIND WITHDRAWAL Panel Required' Spacing` Material Description PRESSURES CAPACITY' Thickness s Ibs 5/e inch 18 gage steel studs 12-inches Steel JE550/JEL551 20 30 5/8 inch 18 gage steel studs 16-inches Steel JE550/JEL551 17 34 Sle inch 18 gage steel studs 12-inches Aluminum JES301 48 73 5/e inch 18 gage steel studs 16-inches Aluminum JES301 38 77 3/4 inch 18 gage steel studs 12-inches Steel JE650/JEL651 28 43 inch 18 gage steel studs 16-inches Steel JE650/JEL651 28 57 3/,inch 18 gage steel studs 12-inches Aluminum JES302 73 109 3/4 inch 18 gage steel studs 16-inches Aluminum JES302 55 109 For SI: 1 inch=25.4 mm; 1 psf=47.9 Pa. 1. Minimum No.10 sheet metal screw in withdrawal from 18 gage steel studs. The required withdrawal capacity is based on 18 inch deep panels fastened at the clip/fastener/stud spacing. The calculated value indicates the fastener withdrawal capacity required to ensure the full siding capacity is utilized.Any fastener to frame/sheathing combined may be used that meets the required fastener withdrawal capacity. 2. Studs must be minimum 18 gage steel studs or equivalent. Clips/fasteners must be installed at each stud location. Where wood studs are used,sizing and material must be at a minimum as required in Section 4.2.2.2 of this report and capable of resisting allowable transverse wind pressures and fastener withdrawal capacity from wood holding member must be as tabulated above, 3. Sheathing must be minimum'/2-inch gypsum sheathing or equivalent. Framing and installed sheathing must be capable of resisting the full design wind pressures. ESR-1694 I Most Widely Accepted and Trusted Page 5 of 9 TABLE 4—ALLOWABLE TRANSVERSE LOADS FOR NICHIHA SIERRA PREMIUM PANELS ASSEMBLY CONFIGURATION WOOD STUD ASSEMBLY Negative Pressure Positive Pressure (Psf) (Psf) '/Z-inch-thick Sierra Premium"W"Series(wood studs at 16 inches on center, 49 49 with'/,6-inch OSB/plywood) /Z-inch-thick Sierra Premium Horizontal"M"Series 16 16 (wood studs at 16 inches on center) For SI: 1 psf=47.8803 Pa; 1 inch=25.4 mm. TABLE 5—NICHIHA PANELS IN ONE-HOUR FIRE-RESISTANCE-RATED EXTERIOR WALL ASSEMBLIES''' PANEL TYPE-RATING THICKNESS INTERIOR FACE EXTERIOR FACE 35/8-inch-deep,No.18 gage,steel C-shaped One layer of /s-inch-thick,Type i gypsum studs minimum yield strength of 33 ksi, sheathing(with joints offset from spaced 16 inches on center,R13 glass fiber interior 8 sheathing)applied vertically and fastened to insulation in the cavity. /e-inch-thick,Type"X" the studs with 11/4-inch-long,Type S drywall gypsum wallboard applied vertically,fastened screws spaced at 16 inches on center at (EX Series)non-load-bearing 3/4 inch to the steel studs with 1 perimeter and in the field.A water-resistive bugle-head,drywall screws spaced at 8 barrier consisting of asphalt-saturated felt, inches on center at perimeter and 12 inches complying with ASTM D226,Type 1,is on center in the field.Screw heads are installed over the exterior gypsum sheathing. treated with joint compound,and gypsum Nichiha panels installed in accordance with board joints are taped and treated with joint this report. compound. (EX Series),limited load- Nominally 2-by-4 wood studs,spruce-pine-fir One layer of 5/8-inch-thick,Type"X"gypsum bearing.The maximum (South),having a minimum specific gravity of wallboard(with joints offset from interior allowable axial load must be 0.42,at 16 inches on center,R13 glass fiber sheathing)attached with 13/4-inch-long 84 percent of the allowable insulation in the cavity.One layer of 5/8-inch- roofing nails at 7 inches on center in the field design stress calculated in thick,Type"X"gypsum wallboard,applied and 4 inches on center at perimeter. accordance with the NDS,but 3/4 inch vertically and secured with 13/4-inch-long,cup Horizontal joints of sheathing must be not exceed 228 psi.This head gypsum sheathing nails spaced at blocked.A water-resistive barrier consisting equates to 1,200 pounds per 7 inches on center.Seams in the gypsum of asphalt-saturated felt complying with nominally 2-by-4 stud,when wallboard are treated with joint compound ASTM D226,Type 1,is installed over the stud grade spruce-pine-fir followed by tape and a second layer of joint exterior gypsum wallboard.Nichiha panels (South)is used. compound. installed in accordance with this report. '/,e-inch-thick OSB sheathing on non-fire Vertical Vintage Wood and side,oriented vertically and fastened to studs Empire Block(EX Series). Nominal 2-by-4 wood studs Douglas fir select with 31/4-inch-long common nails at 12 inches The maximum allowable axial structural grade spaced 16 inches on center, on center;5/e-inch-thick,Type"X"gypsum load must be 92 percent of the R13 glass fiber insulation in the cavity; wallboard applied vertically,fastened to studs allowable design stress 5 5/e-inch-thick,Type"X"gypsum wallboard with 15/8-inch,No.6 drywall screws at calculated in accordance with /8 inch applied vertically,fastened to studs with 8 inches on center,seams in the gypsum the NDS,but not exceed 5 378 psi.This equates to 1 /e-inch,No.6 drywall screws at 8 inches on wallboard are treated with joint compound, nominal center,seams in the gypsum wallboard are 15-pound felt paper must be applied over the 1,986 pounds per no 2-by 4 stud,when min treated with joint compound. gypsum wallboard on the fire exposed side of the wall using'/4 inch staples.Nichiha panels Douglas fir–lumber is used. installed in accordance with this report. 35/8-inch-deep,No.20 gage,steel C-shaped studs,spaced 16 inches on center,R13 glass 5/8-inch-thick,Type"X"gypsum sheathing fiber insulation in the cavity,'/,s-inch-thick applied vertically,fastened to studs with OSB sheathing on fire side,oriented vertically 15/8 inch,No.6 drywall screws at 8 inches on Vertical Vintage Wood and and fastened to studs with 15/8 inch self- center,seams in the gypsum sheathing are Empire Block(EX Series), 5/e inch tapping screws at 12 inches on center, treated with joint compound, 15-pound felt non-load-bearing 5/8-inch-thick,Type"X"gypsum wallboard paper must be applied over the gypsum applied vertically,fastened to studs with sheathing on the fire-exposed side of the wall 15/8-inch,No.6 drywall screws at 8 inches on using 1/4 inch staples.Nichiha panels installed center,seams in the gypsum wallboard are in accordance with this report. treated with joint compound. For SI: 1 inch=25.4 mm,1 1 b=4.45 N. Footnotes: 'Design loads are based on 9 foot wall heights. 'The walls are rated for fire-resistance from the interior face only. ESR-1694 I Most Widely Accepted and Trusted Page 6 of 9 NAILER v BLOCK ~ RAFTER ti VENTED ✓ SOFFIT TOR OF PANEL DETAIL - FACE FASTENER '•. .f NICHIHA SPACER r,- NICHIHA PANEL PANEL CLIP FRAMING MEMBER FASTENER INTO STUD SUPPORT CLIP NICHIHA CLIP LOCATED • DETAIL ON STUD(MAX.16.O.C.) • •. WEATHER RESISTANT BARRIER •Opp ' SHEATHING i STARTER NICHIHA STARTER TRACK ' TRACK DETAIL FASTENER LOCATED ON STUD(MAX,24.O.C.) FLASHING BY OTHERS STARTER TRACK ------------------------------- MIN.2"ABOVE HARD SURFACE OR MIN.6' ABOVE FINAL GRADE (FINAL GRADE VARIES) METAL STUD PANEL TYPICAL WALL DETAIL WITH STARTER, FLASHING AND SOFFIT FIGURE 1-NICHIHA ARCHITECTURAL PANELS,TYPICAL HORIZONTAL INSTALLATION ESR-1694 1 Most Widely Accepted and Trusted F'age 7 of 9 NOTES 1, THIS CONCEPTUAL DETAIL IS A GUIDE FOR INSTALLATION OF NICHIHA PRODUCTS. ARCHITECTSIENGINEERSICONTRACTORS NAILER ARE RESPONSIBLE FOR SUCCESSFUL BLOCK APPLICATION WHICH DEPENDS UPON SUBSTRATE DESIGN AND CONSTRUCTION BUILT IN ACCORDANCE WITH BEST PRACTICES AND LOCAL _ w--- RAFTER BUILDING CODES. 2, FOR THIS APPLICATION ONLY USE VENTED NICHIHA 618"PANEL SET VERTICALLY. �. SOFFIT 3. SHEATHING(7116'OR THICKER APA RATED OSB OR PLYWOOD REQUIRED). TOP OF PANEL DETAIL NICHIHA CLIP MAX.16'0,C_ VERTICAL SPACING — NICHIHA PANEL SHEATHING - FASTENER APPLIED TO VERTICAL BUILDING FRAMING MEMBER FRAMING MEMBER — NICHIHA STARTER TRACK FA3W SUPPORT CLIP +--- — FLASHING BY OTHERS DETAIL WEATHER RESISTANT BARRIER FIRST NICHIHA CLIP TO BE APPROX.6'FROM STARTER TRACK r NICHIHA STARTER TRACK FA3W SILL PLATE _ _� , FASTENER LOCATED ON STUD FLASHING OPTIONAL STARTER TRACK DETAIL 2'ABOVE HARD SURFACE OR 6'ABOVE FINAL GRADE 4� A a . STANDARD 10'VERTICAL PANEL TYPICAL WALL DETAIL SCALE 9"1'-C` FIGURE 2—NICHIHA ARCHITECTURAL PANELS,TYPICAL VERTICAL INSTALLATION ESR-1694 1 Most Widely Accepted and Trusted Fuge 8 of 9 NAILER `�. BLOCK RAFTER -- VENTED SOFFIT -., FRIEZE BOARD INV TOP OF BOARD I `ti-- FACE FASTENER DETAIL a ` NICHIHA SPACER - SHEATHING 1 1 � _ NICHIHA SIERRA PREMIUM BOARD til FRAMING MEMBER - BLIND FASTENER PENETRATION 1"INTO BUILDING FRAMING MEMBER - WEATHER RESISTANT BARRIER P 1 1/4"MIN. BOARD OVERLAP SILL PLATE STARTER STRIP +� STARTER STRIP r r'- FASTENER DETAILr 1l4"MIN. s r 2"ABOVE HARD SURFACE OR 6"ABOVE FINAL GRADE r' — =1 I 1=1I H1L �-,t' WOOD STANDARD SIERRA PREMIUM SHAKEISMOOTH TYPICAL WALL DETAIL FIGURE 3—NICHIHA SIERRA PREMIUM BOARDS,TYPICAL INSTALLATION ESR-1694 I Most Widely Accepted and Trusted Page 9 of 9 .._..... :::r�. 2 316" .7� 160mm] 114" 47.11 ' — .375'��—_ I —.375' , Double Flange Sealant Backer Z/S' .375" .,. .,. stw iU 318" 1.75" _ [10mm] . Single Flange Sealant Backer 10mm Shim(FS1010){PtastiC) (Galvalume) FA1049STARTER TRACK(Gsksk"m) ~3116" We" a1 aMa7I 13H m &16" _ 3 E j1ml - K� i [ � 2" t 2716" 1 0t51mn� , :» JES3011302 CUP(ALUMINUM) .>e 55MSO CLIP(STAINLESS STEEL) JE7101720 CLIP(STAINLESS STEEL) 26!r I ," w�'1b w.w�f3 ci t j� x`•14$" 6 282.9 -ni ' 31t$" 2'`-1-- s" P3 woo V9—1 175 6 mN € wwx- f „.,�„_.�„„„. 77 o a as a a a ao a s i a:::o a s oo a s o o 0 o a a q JEJ 5%W7 CLIP(STAINLESS STs) __._ JEL 551-6511552.652 CLIP(STAINLESS STEEL) FIGURE 4—NICHIHA INSTALLATION CLIPS AND TRACKS Florida Department of Environmental Protection(DEP) Division of Water Resource Management ��F�wpA01E0�10 2600 Blair Stone Road,Mail Station 3522 Tallahassee,Florida 32399-2400 (850)488-7708 FLOR A T 1 General Conditions for General Permits Section 62B-34.050,Florida Administrative Code (1) The terms, conditions, requirements, limitations, and restrictions set forth in this section are general conditions and are binding upon the permittee for all General Permits in this rule chapter. These conditions are enforceable under Chapter 161, F.S. (2) Prior to commencing construction activities under this rule chapter,which are authorized by this Bureau, a formal notification from the Bureau must be received authorizing the proposed activity. The notice form, DEP Form 73-102 (Updated 7/05), entitled"General Permit Notice to Proceed" is hereby incorporated by reference. (3) A copy of the Notice to Proceed and the approved plans shall be conspicuously displayed at the project site for the duration of the activity. (4) A preconstruction conference shall be held at the site between the contractor, the owner or authorized agent, and a staff representative of the Bureau prior to the initiation of any work permitted under this rule chapter. The purpose of this conference is to establish the manner in which the proposed work will be performed to ensure adequate protection of the beach and dune system and native vegetation.The optimum siting of the construction fence and any walkover shall be determined during the pre-construction conference by the staff representative in order to provide maximum protection to the existing vegetation located on the site. The locations of the proposed structures shall be staked out for the preconstruction conference. (5) A foundation location certification shall be completed by the applicant, signed by a surveyor licensed in the state of Florida, and submitted to the Bureau immediately following installation of the foundation piles for the most seaward major structure authorized by this General Permit. This certification shall be submitted using DEP Form 73-114B(Updated 9/05)entitled "Foundation Location Certification,"which is hereby incorporated by reference. The Department shall perform such verification within seven(7)working days of receipt of the certification. If the Department does not respond to the certification within seven (7)working days then construction may proceed. No further work may proceed until the Department has verified the foundation location information and authorized additional work to proceed. (6) The permittee shall carry out the construction or activity for which the permit was granted in accordance with the plans and specifications that were approved by the Department as part of the permit. No other construction or activities shall be conducted. No modifications to project size, location, or structural design are authorized. (7) Permits shall be suspended or revoked for good cause, in accordance with Section 161.053(20), F.S. In addition, a permit shall be suspended, revoked or modified by the Department if shoreline changes occurring subsequent to issuance of the permit render the previously authorized activities inconsistent with Chapter 161, F.S., or Chapter 6213-34, F.A.C. (8) The assessment of civil fines or issuance of an order to alter or remove any work, or both, may result from work performed that was not authorized in the permit, pursuant to Section 161.054, F.S., and Chapter 6213-54, F.A.C. (9) The permittee shall conduct the construction or activity authorized under the permit using extreme care to prevent any adverse impacts to the beach and dune system, marine turtles and their nests and nesting habitat, and adjacent properties and structures. (10) The permittee shall allow any duly authorized member of the staff to enter upon the premises associated with the project authorized by the permit for the purpose of ascertaining compliance with the terms of the permit and with the rules of the Department. (11) The state of Florida, the Department, or its officers and employees shall in no way be liable for any damage, no matter how occasioned and no matter what the amount, to persons or property which might result from the construction or activity authorized under the permit and from any and all claims and judgments resulting from such damage. (12) The permittee shall not disturb existing beach and dune topography and vegetation except as expressly authorized in Part II of this rule chapter. Before the project is considered complete, any disturbed topography or vegetation shall be restored as prescribed in the permit with suitable fill material or revegetated with appropriate beach and dune vegetation. (13) No construction, operation, transportation, or storage of equipment or materials is authorized seaward of the dune crest or rigid coastal structure. (14) All fill material placed seaward of the Coastal Construction Control Line shall be sand that is similar to that already existing on the site in both coloration and grain size.All such fill material shall be free of construction debris, rocks, clay, or other foreign matter, and shall be obtained from a source landward of the Coastal Construction Control Line. (15) To ensure compliance with this rule, all topographic restoration and revegetation work is subject to the approval and acceptance by the Department staff. General Conditions for General Permits(effective November 21,2005) Page 1 (16) No temporary lighting of the construction area is authorized during the marine turtle-nesting season (May 1 F October 31 of each year for all counties except for Brevard, Indian River, St. Lucie, Martin, Palm Beach and . Nesting season for these counties is the period from March 1 through October 31 of each year.). (17) This permit is issued to a specified property owner and is not valid for any other person. (18) This General Permit does not eliminate the necessity to obtain any required federal, state, local, and special district authorizations prior to the start of activity authorized by Part II of this rule chapter. (19) Elevated walkovers that provide access to the beach shall meet the following design criteria: (a) The decking of the walkover structure shall be elevated a sufficient distance above the existing vegetation to allow for sand build-up and clearance above the vegetation and not exceed 4 feet in width. (b) The piles for the walkover structure shall not be greater that 4-inch by 4-inch posts and shall not be encased in concrete. (c) The walkover shall extend at least up to the existing line of vegetation but not farther than 10 feet seaward of the vegetation. (d) Where armoring exists and no vegetation line exists seaward of the armoring, the walkover shall extend a maximum of 5 feet seaward of the armoring. (e) The optimum siting of the walkover structure shall be determined by the staff representative during the pre-construction conference to provide maximum protection to the existing dune topography and vegetation located on the site. (20) The duration for all permits is two years. (21) Final certification, by an engineer or architect licensed in the state of Florida, shall be provided to the Department within thirty(30)days following completion of the work on major structures. This certification shall state that all locations and elevations specified by the permit have been verified; all major structures are specifically constructed in accordance with Chapter 6213-34, F.A.C.; other construction and activities authorized by the permit have been performed in compliance with the plans and project description approved as a part of the permit, and all conditions of the permit; or shall describe any deviations from the approved plans, project description or permit conditions, and any work not performed. Such certification shall not relieve the permittee of the provision contained in subsection 62B-34.050(6), F.A.C. The final certification shall be submitted using DEP Form 73-115B (Updated 7/05), entitled"Final Certification,"which is hereby incorporated by reference. General Conditions for General Permits(effective November 21,2005) Page 2 FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION Division of Water Resource Management r R 2600 Blair Stone Road,Mail Station 3522 W FLOA Tallahassee,Florida 32399-2400 Telephone(850)245-8336 GENERAL PERMIT NOTICE TO PROCEED Permittee Name: Permit Number: DU-469 GP Kirk A.and Karen M.Tovey Permit Expires: November 17, 2016 c/o Kevin Partel,President Coastal Consulting and Restoration,PA 4230 Myrtle Street St.Augustine,Florida 32084 You are hereby granted final authorization to proceed with construction or activities authorized by this notice. Authorized work must conform to the project description, approved plans, all the conditions of Section 62B- 34.050,Florida Administrative Code, and any preconstruction requirements. Project Description: Construction of a 21.3 x 7.9 deck located seaward of an existing two-story garage, construction of a covered walkway on the north side of existing dwelling,removal of two seaward decks and construction of two new 15.9 x 27 decks located seaward of existing dwelling. Project Location: Between approximately 286 feet and 336 feet north of the Department of Environmental Protection's reference monument R-44, in Duval County. Project Address: 1927 Beach Avenue, Atlantic Beach. Special Instructions: A preconstruction conference is required Contact Trey Hatch at (904) 655-1765 to schedule a conference. The permittee shall comply with all general permit conditions. Questions regarding this notice should be directed to the undersigned at the above address. -- 11/17/2014 Keith Davie,Permit Manager Date wemM.gneMw...,_o Weaver D 11/17/2014 Deputy Clerk Date KLD/dw D G �� cc: Permit File Permit Information Center NO ' 2 4 2014 Trey Hatch,Field Inspector-trey.hatch@dep.state.fl.us Kirk A. and Karen M. Tovey,Property Owner-ktovey@toveysurgical.net City of Atlantic Beach Building Official M Post Conspicuously on the Site DEP Form 73-102(Updated 9/05) FINAL CERTIFICATION q:11FR op' Coastal Construction Control Line Program iDivision of Water Resource Management FLORI6A Florida Department of Environmental Permit Number: DU-469 GP Mail to: Protection 2600 Blair Stone Road Mail Station 3566 Permittee Name:Kirk A.and Karen M.Tovev Tallahassee,Florida 32399-2400 E-Mail to: CCCL@dep.state.fl.us This is to certify that the work under the permit for construction or other activities seaward of the coastal construction control line pursuant to Section 161.053,Florida Statutes,was inspected by the undersigned and was found to be acceptable and satisfactory in accordance with the approved plans and project description and with all conditions of the permit. All permitted construction or activities have been completed, and no unpermitted construction or activities have occurred. Location and elevations specified by the permit and approved plans have been verified and found to be correct, and topography and vegetation have been either preserved or restored as required by the permit. FOR WORK INCLUDING: Construction of a 21.3 x 7.9 deck located seaward of an existing two-story garage, construction of a covered walkway on the north side of existing dwelling, removal of two seaward decks and construction of two new 15.9 x 27 decks located seaward of existing dwelling. NOTE: Any deviations from the permit and any portions of the permitted work not actually performed shall be noted and described in detail as an exception to this certification. Signature of Engineer or Architect Date Typed or Printed Name of Engineer or Architect (Seal) State of Florida Registration Number DEP Form 73-115B(Updated 12/13) CSICC EVALUATION Most Widely Accepted and Trusted SERVICE ICC-ES Evaluation Report ESR-3375 Issued August 1, 2012 This report is subject to renewal August 1, 2013. www.icc-es.org 1 (800)423-6587 1 (562) 699-0543 A Subsidiary of the International Code Councih° DIVISION: 07 00 00—THERMAL AND MOISTURE supplied in nominally 55-gallon (208 Q drums, labeled as PROTECTION "A" component or "B" component. The insulation Section: 07 21 00—Thermal Insulation components have a shelf life of six months when stored in unopened containers at temperatures between 70°F REPORT HOLDER: (21°C)and 90°F(32°C). 3.2 Surface-burning Characteristics: SES FOAM 4008 LOUETTA ROAD,#538 At a maximum thickness of 4 inches (102 mm) and a SPRING,TEXAS ROAD, 4405 nominal density of 0.5 pcf(8 kg/m3), the insulation has a SPRING, G,TEXAS flame-spread index of 25 or less and a smoke-developed w13)239-0262 om index of 450 or less when tested in accordance with ASTM E84. Thicknesses of up to 111/2 inches (292 mm) for wall EVALUATION SUBJECT: cavities and ceiling cavities are recognized based on room comer fire testing in accordance with NFPA 286, when SES FOAM 0.5 Ib SPRAY: SPRAY-APPLIED the insulation is covered with a minimum '/2-inch-thick POLYURETHANE FOAM PLASTIC INSULATION (12.7 mm) gypsum board installed in accordance with the applicable code. 1.0 EVALUATION SCOPE 3.3 Thermal Resistance(R-values): Compliance with the following codes: The insulation has thermal resistance(R-values)at a mean ■ 2012 and 2009 International Building Code(IBC) temperature of 75°F (24"C)as shown in Table 1. ■ 2012 and 2009 International Residential Codee(IRC) 3.4 Air Permeability: ■ 2012 and 2009 Intemational Energy Conservation The insulation, at a minimum thickness of 3 inches Code®(IECC) (76 mm), is considered air-impermeable in accordance ■ Other Codes(see Section 8.0) with IRC Section R202, based on testing in accordance with ASTM E283. Properties evaluated: ■ Surface-burning characteristics 4.0 INSTALLATION 4.1 General: ■ Physical properties ■ Thermal resistance(R-values) SES Foam 0.5 Ib spray insulation must be installed in accordance with the manufacturer's published installation ■ Attic and crawl space installation instructions and this report. A copy of the manufacturer's ■ Air permeability published installation instructions must be available at all 2.0 USES times on the jobsite during installation. SES Foam 0.5 to spray polyurethane foam plastic 4.2 Application: insulation is used as a nonstructural thermal insulating The insulation is spray-applied at the jobsite using a material in buildings of Type V-B(IBC)construction, and in volumetric positive displacement pump as identified in the dwellings built under the IRC. The insulation is for use in SES Foam 0.5 Ib spray application manual. The insulation wall cavities and floor/ceiling assemblies, and in attics and components must be stored at temperatures between 70"F crawl spaces when installed as described in Section 4.4. (21°C) and 90°F (32°C) for several days before Under the IRC, the insulation may be used as air- application. The insulation must not be used in areas that impermeable insulation when installed as described in have maximum in-service temperatures greater than 180°F Section 3.4. (82°C). The insulation must not be used in electrical outlet 3.0 DESCRIPTION or junction boxes or in contact with water (e.g., rain, condensation, ice, snow) or soil. The substrate must be 3.1 General: free of moisture, frost or ice, loose scales, rust, oil, grease SES Foam 0.5 Ib spray foam insulation is a two- or other surface contaminants. The insulation can be component, open cell, one-to-one-by-volume spray-applied installed in one pass to the maximum thickness. The polyurethane foam system with a nominal density of 0.5 spray-applied foam insulation must be protected from pcf (8 kglm3). The insulation's liquid components are weather during and after installation. ICC_&y 1sl•aluaiion Reports are not lobe consirued as rcpmsenting aesthetics or any other attributes not speci/icall y addressed,nor are the.),to be construed .' as an endorsement of the subject afthe report or a mcummendation for its use.There is no warranty by ICC tivaluaaon Service,it express or Implied,as to any finding or other matter in this report,or as to any product covered by the report •� ;; Copyright m 2012 Paye 1 of 3 ESR-3375 I Most Widely Accepted and Trusted Page 2 of 3 4.3 Thermal Barrier: 5.0 CONDITIONS OF USE SES Foam 0.5 Ib spray insulation must be separated from The SES Foam 0.5 Ib spray polyurethane foam plastic the interior of the building by an approved thermal barrier insulation described in this report complies with, or is a Of 1/2-inch-thick (12.7 mm) gypsum wallboard or an suitable alternative to what is specified in, those codes equivalent 15-minute thermal barrier complying with. and listed in Section 1.0 of this report, subject to the following installed in accordance with, IBC Section 2603.4 or IRC conditions: Section R316.4, as applicable. Within an attic or crawl 5.1 The insulation must be installed in accordance with space, installation must be in accordance with Section 4.4. the manufacturer's published installation instructions, 4.4 Attics and Crawl Spaces: this evaluation report and the applicable code. If there are any conflicts between the manufacturer's 4.4.1 Application with a Prescriptive Ignition Barrier: published installation instructions and this report, this When SES Foam 0.5 Ib spray is installed within attics and report governs. crawl spaces, where entry is made only for service of utilities, an ignition barrier must be installed in accordance 5.2 The insulation must be separated from the interior of the with IBC Section 2603.4.1.6 or IRC Section R316.5.3 or building by an approved 15-minute thermal barrier, as R316.5.4, as applicable. The ignition barrier must be described in Section 4.3. Installation in an attic or consistent with the requirements for the type of crawl space must be as described in Section 4.4. construction required by the applicable code, and must be 5.3 The insulation must not exceed the thicknesses noted installed in a manner so that the foam plastic insulation is in Sections 3.2 and 4.4. not exposed. SES Foam 0.5 ib spray insulation at a minimum thickness of 3 inches(76 mm)may be installed in 5.4 The insulation must be protected from exposure to the unvented attics in accordance with 2012 IRC Section weather during and after application. R806.5(2009 IRC Section R806.4), as applicable. 5.5 The insulation must be applied by contractors certified 4.4.2 Application without a Prescriptive Ignition by SES Foam. Barrier: Where the spray-applied insulation is installed in 5.6 Use of the insulation in areas where the probability of accordance with this section (Section 4.4.2) or Section termite infestation is "very heavy" must be in 4.4.3,the following conditions apply: accordance with 2012 IBC Section 2603.9 (2009 IBC a) Entry to the attic or crawl space is to service utilities, Section 2603.8)or IRC Section R318.4, as applicable. and no storage is permitted. 5.7 Jobsite certification and labeling of the insulation must comply with IRC Sections N1101.4 and N1101.4.1 b) There are no interconnected attic or crawl space and IECC Sections R303.1.1 and 303.1.1.1, as areas. applicable. c) Air in the attic or crawl space is not circulated to other 5.8 SES Foam 0.5 Ib spray polyurethane foam plastic parts of the building. insulation is produced in St. Louis, Missouri, under a d) Attic ventilation is provided when required by IBC quality control program with inspections by Quality Section 1203.2 or IRC Section R806, except when air- Control Consultants, LLC(AA-727). impermeable insulation is permitted in unvented attics 6.0 EVIDENCE SUBMITTED in accordance with 2012 IRC Section R806.5 or 2009 6.1 Data in accordance with the ICC-ES Acceptance IRC Section R806A. Under-floor (crawl space) Criteria for Spray-applied Foam Plastic insulation ventilation is provided when required by IBC Section (AC377), dated June 2012, including reports of tests 1203.3 or IRC Section R408.1, as applicable. in accordance with Appendix X of AC377. e) Combustion air is provided in accordance with 6.2 Report of room corner fire testing in accordance with International Mechanical Code Section 701. NFPA 286. In attics, the insulation may be spray-applied to the 6.3 Report of air permeance testing in accordance with underside of roof sheathing or roof rafters, and/or vertical ASTM E283. surfaces, and in crawl spaces the insulation may be spray- 7.0 IDENTIFICATION applied to the underside of floors and/or vertical surfaces as described in this section. The thickness of the foam Components of the SES Foam 0.5 Ib spray polyurethane plastic applied to the underside of the top of the space foam plastic insulation are identified with the must not exceed 12 inches(305 mm). The thickness of the manufacturer's name (SES Foam) and address; the date foam plastic applied to vertical surfaces must not exceed of manufacture or the lot number; the product trade name 11'/2 inches (292 mm). The foam plastic may be installed (SES Foam 0.5 Ib); the mixing instructions; the density;the without a covering or coating. The insulation may be flame-spread and smoke-developed indices; the name of installed in unvented attics in accordance with 2012 IRC the inspection agency (Quality Control Consultants); and Section R806.5 (2009 IRC Section R806.4). The ignition the evaluation report number(ESR-3375). barrier in accordance with IBC Section 2603.4.1.6 or IRC 8.0 OTHER CODES Section R316.5.3 may be omitted. In addition to the codes referenced in Section 1.0, the 4.4.3 Use on Attic Floors: SES Foam 0.5 Ib spray products in the report were evaluated for compliance with insulation may be installed exposed at a maximum the requirements of the following codes: thickness of 111/2 inches (292 mm) between joists in attic ■ 2006 International Building Code(2006 IBC) floors. The ignition barrier in accordance with IBC Section 2603.4.1.6 or IRC Section R316.5.3 may be omitted. The 2006 International Residential Code®(2006 IBC) insulation must be separated from the interior of the ■ 2006 and 2003 Intemational Energy Conservation building by an approved thermal barrier. Code®(2006 IECC) ESR-3375 I Most Widely Accepted and Trusted Page 3 of 3 The products comply with the above-mentioned codes as provided in accordance with Sections 701 and 703 of described in Sections 2.0 through 7.0 of this report, with the 2006 IECC. revisions as noted below ■ Protection against Termites: See Section 5.6, except ■ Application with a Prescriptive Thermal Barrier: See use of the insulation in areas where the probability of Section 4.3, except the approved thermal barrier must termite infestation if"very heavy'must be in accordance be installed in accordance with Section R314.4 of the with Section R320.5 of the 2006 IRC. 2006 IRC. ■ Jobsite Certification and Labeling: See Section 5.7, ■ Application with a Prescriptive Ignition Barrier: See except jobsite certification and labeling must comply Section 4.4.1, except an ignition barrier must be with Sections 102.1.1 and 102.1.1.1, as applicable, of installed in accordance with Section R314.5.3 or the 2006 IECC. R314.5.4 of the 2006 IRC. ■ Application without a Prescriptive Ignition Barrier: See Section 4.4.2, except that combustion air is TABLE 1—THERMAL RESISTANCE(R-VALUES'?) THICKNESS(Inches) R-VALUE(°F•ftz hlBtu) 1 4.0 2 7.6 3 11 3.5 13 4 15 5 19 6 22 7 26 8 30 9 33 10 37 11 41 12 44 For SI:1 inch=25.4 mm,1°F•ft2-h1Btu=0.176 110K•m'!W. 'R-values are calculated based on tested K values at 1-and 3.5-inch thicknesses. 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Do not cat or alter trusses.Any questions or discrepancies should be directetl P.O. Box 12267 to Lu'iber Unl'hited at 901-356-5110 prlor to erection or notlificatlon of any trusses. JQCFCSOYIVIL�B, FL 32209 Weber L'nllnitetl h Trot 1 blc for any'back charges'udess approved by ane of (904) 356-5440 r representatives before the eork creatin the mar 's erforned. ITW Building Components Group, Inc. ,rj� r5g,%%, 1950 Marley Drive Haines City,FL 33844 ..� Florida Engineering Certificate of Authorization Number:0 278 Florida Certificate of Product Approval#FL 1999 ��+p,` �r ltil��!�,.`• �r'�� Page I of I Document ID:IV9P235-Z0111105941 6 No.22939 ` Truss Fabricator: �� 7k Lurtber Unlimited Job Identification: 419218-(GBN )1927 BEACH AVE. DUVAL C -- NORTH ATLANTIC B CH, f 1� )19,-r7 B!3CH A Truss Count: 11 "d�•, ! v� '�Q Model Code: Florida Building Code 2010 Q � - ``Q Truss Criteria: FBC2010Res/TPI 2007(STD) (� .... Engineering Software: Alpine Software,Version 13.02. sS/p AIL structural Engineer of Record: LUIS PONT I GO 53311 �{ Address: 496 OSCEOLA AVE JACKSONVILLE, FL 32250 Minimum Design Loads: Roof - 37.0 PSF @ 1.25 Duration Floor - N/A 09/11/2014 Wind - 130 NPH ASCE 7-10 -Closed Notes: 1. Determination as to the suitability of these truss components for the Walter P.Finn structure is the responsibility of the building designer/engineer of -Truss Design Engineer- record, as defined in ANSI/TPI 1 2. The drawing date shown on this index sheet mast match the date shown 1950 Marley Drive on the individual truss component drawing. Haines City,FL 33844 3. The loads indicated on all referenced girder trusses are consistent with the truss layout provided by Lumber Unlimited for the above referenced job identification. Loads applied by non-truss elements and basic load parameters are to be reviewed and approved by the EOR/building designer. 4. As shown on attached drawings; the drawing nurtber is preceded by: HCUSR235 Details: 16030EC1-GBLLETIN- # Ref Description Draw Date 1 74967--A5 14254001 09/11/14 2 74968--A6 14254002 09/11/14 3 74969--A7 14254003 09/11/14 4 74970--A8 14254004 09/11/14 5 74971--B9 2-PLY 14254011 09/11/14 6 74972--B10 14254010 09/11/14 7 74973--EJ11 14254005 09/11/14 8 74974--HJ12 14254006 09/11/14 9 74975--CJ13 14254007 09/11/14 10 74976--CJ14 14254008 09/11/14 11 74977--CJ15 14254009 09/11/14 Lou Pontigo & Associates, Inc. Consulting Structural Engineers ANO EXCEPTION TAKEN ❑ MAKE CORRECTIONS NOTED EJECTED - SEE REMARKS ❑ REVISE & RESUBMIT Review is for the limited purpose of checking for conformance with the design concept and the information expressed in the contract documents. No approval is implied for the accuracy or completeness of details, quantities, dimensions, weights or gauges, fabrication processes, construction means or methods, coordination of the work with other trades or construction safety Precautions, all of which are the sole responsibility of the controctor, The Contractor is responsible for dimensions to be confirmed and correlated at the site. Review of a specific item shall not include a review of the entire assembly of which the item is a component. Review of re-submisslon will cover only designated changes on the submittal and other changes clearly Identified by the Contractor. By: ��— Dot,,g4) �� 0 0D o w a Fi I Ln r CO-4 < 1 0 d m 0 m I-0 c O O m j r n "7 aomcoao��l m 3 rtv n- rt -a �0��0nl n_ 0- c t0 �m F 0 n 3 ]- I I I I im i E77 CD N m Q -. 7 rt O TTTT TT^- m O 0 N 6rt 6 -T- n d m W T O n m 0 3 o N 3 3 3 3 3 3 3 0 m m a a rt nC o r O' d a 6 d m0. 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N - o N .N_. A N -4 ITW Building Components Group, Inc. R 1911,44 � 1950 Marley Drive Haines City,FL 33844 �•'•,•• •• Florida Engineering Certificate of Authorization Number:0 278 p` \��NS•. y Florida Certificate of Product Approval#FL1999 �•••.•I' fid Page 1 of 1 Document ID:I V96235-ZO725081759 S No.221339 Truss Fabricator: Lunber Unlimited i Job Identification: 41921A-(GBN )1927 BEACH AVE. DUVAL C -- NORTH ATLANTIC B CH, L ljigCneL)1917 BEsCH A Truss Count: 4 ��ti' `�}'�� •��j ~ Model Code: Florida Building Code 2010 �" Truss Criteria: FBC201 ORes/TPI-2007(STD) �`r�i Engineering Software: Alpine Software,Version 13.02. ��'!'Xtlt�'�. Structural Engineer of Record: LUIS PONT I GO 53311 M Address: 496 OSCEOLA AVE JACKSONVILLE, FL 32250 Minimum Design Loads: Roof - N/A Floor - 55.0 PSF @ 1.00 Duration 08/25/2014 Wind - No Wind Notes: 1. Determination as to the suitability of these truss conponents for the Walter P.Finn structure is the responsibility of the building designer/engineer of -Truss Design Engineer- record, as defined in ANSI/TPI 1 2. The drawing date shown on this index sheet rust match the date shown 1950 Marley Drive on the individual truss component drawing. Haines City,FL, 33844 3. The loads indicated on all referenced girder trusses are consistent with the truss layout provided by Lunber Un I i mi ted for the above referenced job identification. Loads applied by non-truss elements and basic load paraneters are to be reviewed and approved by the EOR/building designer. 4. As shown on attached drawings; the drawing nunber is preceded by: HCUSR235 Details: STRBRIBR-DEFLCAMB- # Ref DescriPt-ion Drawing# Date 1 09385-41 14237010 08/25/14 2 09386-42 14237011 08/25/14 11 3 09387-43 14237012 08/25/14 4 09388-44 14237013 08/26/14 1 Lou Pontigo & Asscxitxtes, tnc. Consuhing Structural Engineers tJOWECTED EXCEPTION TAKEN ❑ MAKE CORRECTIONS�-SEE REMARKS ❑ REVISE &RESUBMIT Review Is for the limited purpose of checking lot canf(Xmance kth the design concept and the Infornwtion 9XPHWW in the contlact documents. No approval is i rOW fpr the,,,CU,.cy or completeness of details, quantities, dimeraiom,wool$of Q(3"-Aes, fabrication processes,construction means or mettcds, coordination of the work with other trades Of corutrucHpn yafely pfecautlons,all of which are the sole resporllikity c the Contractor.The Contractor is respons#Ne for memo"to be confirmed and correlated at the site, Review of a specft item shall not Include a review of the entire assembly of v4*i h thg Item Is a component. Review of re-submission wl cover only designated changes on the submittal and other changes cioarly iclanfified by the Contractor. 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