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Permit Res Alt 2203 Laughing Gull Cir 2011 AL fq, CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247 -5814 1119 Application Number . . . . . 11- 00002516 Date 8/24/11 Property Address 2203 LAUGHING GULL CIR Application type description RESIDENTIAL ALTERATION Property Zoning TO BE UPDATED Application valuation . . . 13400 Application desc ALTER /CHANGE GARAGE DOOR OPENING Owner Contractor GRAY, E. EMERY JR. ARCHITECTURAL DEVELOP ENT. INC 5449 COMMUNITY CIRCLE ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32207 (904) 504 -7973 Permit RESIDENTIAL ALT /OTHER Additional desc . Permit Fee . . . 120.00 Plan Check Fee . . 60.00 Issue Date . . . Valuation . . . . 13400 Expiration Date . 2/20/12 Special Notes and Comments *2007 FLORIDA BUILDING CODE W/2009 REVISIONS NATIONA1 ELECTRIC CODE *REPORT ANY UNFORSEEN STRUCTURAL DAMAGE TO THE BUILDING DEPARTMENT IMMEDIATELY. WINDOW AND DOOR INSPECTION: *INSTALLATION INSTUCTIONS REQUIRED *ALL STICKERS ARE TO REMAIN ON THE WINDOWS *PROVIDE ACCESS TO ALL WINDOWS TO INSPECT FASTENERS Other Fees STATE DCA SURCHARGE 2.00 STATE DBPR SURCHARGE 2.00 Fee summary Charged Paid Credited Due Permit Fee Total 120.00 120.00 .00 .00 Plan Check Total 60.00 60.00 .00 .00 Other Fee Total 4.00 4.00 .00 .00 Grand Total 184.00 184.00 .00 .00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. t BUILDING PERMIT APPLICATION CITY OF ATLANTIC BEACH 800 Seminole Road, Atlantic Beach, FL 32233 Office (904) 247 -5826 Fax (904),247 -5845 S,1 CI Job Address: e -{Ar , e....."1 i , � e,..c Permit Number: /1 Legal Description Parcel P rcel # Floor Area of Sq.Ft. 9 � Sq.Ft Valuation of Work $ i f Proposed Work heated /cooled mV" non - heated /c Pii lA Class of Work (circle one): New Addition Alteration Repair Move Demolition pool/spa window /door Use of existing /proposed structures) (circle one): Commercial 1' esid- is If an existing structure, is a fire s rin kler system • ' t led? ( 'rcle one): ' es o N /A Florida Product Approval # iC /00 a L For multiple products use pr duct a pP rov fo 907 Describe in detail the type of work to be performed: Cf7 �,"`ly ji ,Q,�. � j A> C' Crid 6 @eiii /r46' Property Owner Information: - �/ Are 4 d Name: t o Address: 0 7(I(., L ' . — �7� City ' State Zip , , 53Phone 60/3 — 11 ( V E -Mail or Fax # (Optional) 7c1 4 45'7 Contractor Information: �...., Company Name: AgC#trme►vQAL /hFS Quali �ii g Agent: '�J +Q �° L-65114 -149-- Address: 41 exitywou) &se City .; .. & k *JvvLL n State f) Zi c;W Office Phone s" t4 - '7 " ob Site/ Contact Number 3 -- -747-7 Fax # flP$ , < t e n s _ -p, p�, State Certification/Registration # Cr. J Architect Name & Phone # Engineer's Name & Phone # ,Tji- I Fee Simple Title Holder Name and Address Bonding Company Name and Address ', Mortgage Lender Name and Address 4 ' Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. This permit becomes null and void if work is not commenced within six (6) months, or if construction or work is suspended or abandoned for aperzod of six_ (6) months at any time after work is commenced. I understand that separate permits must be secured for Electrical Work, Plumbing, Signs, Wells, Pools, Furnaces, B oilers, Heaters, Tanks and Air Conditioners, etc. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. I hereby certify that I have read and examined this application and know the sane to be true and correct. All provisions of laws and ordinances governing this type of work will be conzplied with whether speci ied herein or not. The granting of a permit does not presum :. 've authority to violate or cancel the provisions of any other federal, state, or local law regulating construction or the performance of construction. Signature of Owner / s , ,iJ,t Signature of C tractor i � ' • Print Name , / T Print Name 16+44¢ 4 /L ; a.. Sworn to and subsc 1 d before me Swon o and subscrib-d before me this Day of !_4 r- .< r — .. In 1(— — • 4. 20 mn, / " aYP ,; I ERICK T. CRABBE o�PR :/,'. ROD CK T. CRA E 1 '� ©� i•�� - . , . , rr - S fluri Notary Public 1 �« .. 1 N ; o rc My C o mm. Ex p i res Jun 10, 2013 I ;y w. ?Comm. Expires Jun 10, 2013 0 °4 „ciri ,ps Commission # DD 897789 %', ;Fad t, °� Commission # DD 89778 used 01.26.10 AUG -19 -2011 09:33 FROM:CLERK OF COURTS 904 270 1512 TO:92475845 P:1/1 NOTICE OF COMMENCEMENT Permit No. ____117:46. Tax Folio No. . 9 S1 State of Florida, County of Duval THE UNDERSIGNED hereby give notice that the improvement will be made to certain real property in accordance with Chapter, 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1.. Description of property (legal description of property and address if available): A [? " hal awl esrcte. 2. G neral Description of improvements: 3. Owner .Information: 1 �. 1 '" # a) Name and Address: (:_' • �- 4- 'r..€. Il~E t "� . b) Interest in property: ( ~ ' \ c) Name and address of simple titleholder (if other than owner): Contractor Informati a) Name and Address �` ' 4- .� 5441 6 ;-' C am 1 b) Phone Number: .52- 1 -7' - `f 5. Surety Information: a) Name and Address: b) Phone Number: • c) Amount of Bond: $ 6. Lender Information: a) Name and Address: _ . b) Phone Number: 7. Person within the State of Florida designated by owner upon whom notices or other documents may be served as provided by 713.13 (1)(a) 7, Florida Statutes: a) Name and Address: b) Phone Numbers of Designated Person: 8. In addition to himself/herself, Owner designates of to receive a copy of the Lienor's Notice as provided in Section 713.1.3 (1) (b), Florida Statutes. a) Name and Address: • b) Phone Number of person or entity designated, by owner: 9 Expiration date of Notice of Commencement (The expiration date is one (1) year from the date of Recording unless a different date is specified: WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1.. SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR. IMPROVEMENTS TO YOUR PR.OPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK. OR .RECORDING YOUR NOTICE OF COMMENCEMENT. The foregoing instrument was ack ged before me this) day of ^ I4 & LQ,.,f , 20 J, , «r 6.1:- , . �, _ - - - - - r � DESIGN SPECIFICATIONS: Project has been designed in accordance with the 2007 Florida Building Code, Residential, and the Florida Building Code, Existing Building (as applicable), with the 2009 supplements. DESIGN CRITERIA: Wind Design Method ASCE 7 -05 Basic Wind Speed: 120 mph Building Category: II Wind Importance Factor: 1.0 Wind Exposure: C (Enclosed Structure- opening protection required) Building Classification: Residential — Building Type: Type V Construction Wind -Borne Debris: Located in the wind -borne debris region All wood framing has been designed in accordance with "National Design Specification (NDS) for wood construction," 2005 edition. 4 Engineered lumber (LVL, Parallam or LSL) shall meet the following minimum material specifications: LVL or Parallam LSL E= 1,900,000 psi E= 1,550,000 psi Fb =2,600 psi Fb =2,325 psi Fc =750 psi Fc =800 psi Fv =285 psi Fv =310 psi All framing anchors and connectors noted on the structural drawings shall be manufactured by Simpson Strong -Tie or Engineer approved equal. All metal connectors and hardware which are exposed to the exterior or in contact with ACQ pressure treated lumber shall be Type 316 stainless steel or galvanized per ASTM A153, Class C, or ASTM B695, Class 50. Anchor adhesives shall be either Epoxy -Tie SET or Acrylic-Tie AT by Simpson Strong -Tie and installed according to the manufacturer's instructions. Holes shall be cleaned of all debris and brushed out prior to installation of anchor adhesive. SCOPE: - TYPICAL EACH END OF D0f R- (2) #5 DOWELS EPDXIED I 0 Project scope consists of removing two single car garage doors and replacing with EXISTING FOOTING 4" IN. one 16' door. Project scope is classified per Existing Building Code as "alteration level 2 ". 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I throuyA I IncluAinuly sr L. 4 444.1 Public Eacur44. 3' d C) • •-••-••••••------------ ,r, rV 2) la aaaaaa 4 aaaaaaaaaaa Are Fer draInn44. u LLLLLL 44 And . UftAdilA OA 4 . 3, ....., Mors Aar I.4 addltIons2 • aaaaaaaa Iona Lh4t 44. Art r4. ' ''' __.: . a ry \) •44F444 an LkIr riot Lb.. a4r b4 ' OW round In tn4 ruAlle 1104.44 .r -, . Z '' j ---.•■•=t-/-16.--,./7-_-,\\ ..... • ..iaCram . .—Irt.rta. ttttt ( Rt L144//../.48E, C.-77•Le.,-,,as- ) 1 \.•-, ‘\,. • , • 01.11 , _10 ..i.i-,e,p5— ' • ---.. >-. 1 > ,,,,,. 08 4•••• • 4 6) ..e.)). OA • 0 1 . 41 . .) t HEREBY CERTIFY THAT THE LANDS SHOWN HEREON LIE WITHIN ZONE '4 • AS SHOWN ON F.I.A. FLOOD HAZARD BOuNOARY MAP jr..."..‹CLSQ_.. COMMUNITY NO. a(=DATE0 /7-/5".-133 •-i . \--...5 ' NOT VALID UNLESS EMBOSSED WITH A SURVEYOR'S SEAL q \s) . - .... CLARY & ASSOCIATES, INC. . LEGEND ,_ \ PROFESSIONAL tANO SURVEYORS 1 CERTIFY MAT THE AIME LANDG MAI bufWErt0 UNSER MY ASISIONSISLS ILMEMAS4044 ASO OMKGMM, THAT Toon ARE No II CONCRETE MONUMENT INCA0Ao4IENTS ExCAPT AlsHowNANotH.T r1.e5kower3HOw1 3f3 • • •4 Pogkrf R440 HEMCI4 MEETS THE MMOSIUM I EGMOCAL $1 AMOMMDS SET FORTH Er JAC • 114E FLORIDA 3/ x.x FENCE The FLORIDA OCIARD OF LAND SURVETORS. PUR/1AM E TO SECTION (., 1 „2-70.3 41212/7, FLORIDA STATUTES. /NI 0 IRON PIPE SET SIGNED ' r 3 404 .,. _ 19 R7 .: ..61 ' / O .. 4e .4.... — , • IRON PIPE FOUND , .• , SCALE 7 ' ,if,' 6RE6ORV e. t pksl , P.L.S. C e 0. . x CROSS CUT . ameliONIONIVII -C , 2 ! ) ) .o.:7 • ., - - • c5::: , f!.Ar� ; . 1 y , City of Atlantic Beach APPLICATION NUMBER 0 sy .„ Building Department (To be assigned by the Building Department.) I:: 4 , t 800 Seminole Road ;1 Atlantic Beach, Florida 32233 -5445 // 2 Phone (904) 247 -5826 • Fax (904) 247 -5845 ' „rit 0. { E -mail: building- dept @coab.us Date routed: —/ / 9_ City web -site: http: / /www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Addre : Z2o 3 /( ac ,2LL/ De ent nevi required Yes No ) .� ,� - B ildin Applicant: L%�`w Planning & Zoning / / Tree Administrator P roject: Public Works Public Utilities ." /(/-t- Public Safety Fire Services Review or Receipt ' 1Lt4.,..` 7 �. Other Agency Review or Permit Required of Permit Verified By Date Florida Dept. of Environmental Protection '72 Florida Dept. of Transportation / l/ / C / St. Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: [ :proved. ❑Denied. (Circle one.) Comments: BUI PLANNING & ZONING Reviewed by: Date: /� - 1/ TREE ADMIN. Second Review: Approved as revised. ❑De ied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: Approved as revised. ❑Denied. Comments: Reviewed by: Date: Revised 07/27/10 DESIGN SPECIFICATIONS: Project has been designed in accordance with the 2007 Florida Building Code, Residential, and the Florida Building Code, Existing Building (as applicable), with the 2009 supplements. - DESIGN CRITERIA: Wind Design Method ASCE 7 -05 Basic Wind Speed: 120 mph Building Category: II Wind Importance Factor: 1.0 Wind Exposure: C (Enclosed Structure- opening protection required) — Building Classification: Residential Building Type: Type V Construction Wind -Borne Debris: Located in the wind -borne debris region All wood framing has been designed in accordance with "National Design Specification (NDS) for wood construction," 2005 edition. Engineered lumber (LVL, Parallam or LSL) shall meet the following minimum material specifications: LVL or Parallam LSL E= 1,900,000 psi E= 1,550,000 psi Fb =2,600 psi Fb =2,325 psi Fc =750 psi Fc =800 psi Fv =285 psi Fv =310 psi All framing anchors and connectors noted on the structural drawings shall be manufactured by Simpson Strong -Tie or Engineer approved equal. All metal connectors and hardware which are exposed to the exterior or in contact with ACQ pressure treated lumber shall be Type 316 stainless steel or galvanized per ASTM A153, Class C, or ASTM B695, Class 50. Anchor adhesives shall be either Epoxy -Tie SET or Acrylic-Tie AT by Simpson Strong -Tie and installed according to the manufacturer's instructions. Holes shall be cleaned of all debris and brushed out prior to installation of anchor adhesive. (2) #5 DOWELS EPDXIED IN 0 EXISTING FOOTING 4" IN. SCOPE: - TYPICAL EACH END OF D• • R- Project scope consists of removing two single car garage doors and replacing with one 16' door. Project scope is classified per Existing Building Code as "alteration level 2 ". No new shearwalls are required in the scope of work. HT HOLDO1,1 REMOVE EXISTING GARAGE DOORS AND WALL SECTIONS .I! z L 1- m E ;, , I- o m a > 3 _ C7 m )TOTE: \ n al � 11 rr mum, r r rr CONTRACTOR SHALL BE RESPONSIBLE � " t t � °� � R � p � � °r v o FOR ALL TEMPORARY BRACING AND S ° `� " s 1, : CONSTRUCTION PROCEDURES. r' SHORING DURING DEMOLITION AND CENTER OF EXISTING DOORS AND y •' F CENTER OF NEW SINGLE DOOR r z DEMOLITION PLAN ::::::':l - ° �^ Y J '� � 1 ` � i ro' LL B" .... 4 rrrl • "t REFRAME WALLS WITH 2x6 SPF#2 STUDS © 16 "O.C. Z x INSTALL SPH6 CLIPS TOP AND BOTTOM @ 32 "O.C. REUSE EXISITNG ANCHOR BOLTS. _ .s 0 a @ Z GARAGE DOOR SHALL BE RATED FOR A I w� a LL MINIMUM DESIGN PRESSURE OF 0 a 29.3 psf± Q-I' a NEW 24" WIDE x1(7 THICK w CONTINUOUS FOOTING ° Z WITH (3) #5 CONTINUOUS IIIV ---- -- #III (EXTEND 12" PAST POST) 3 z LL - TYPICAL EACH END OF DOOR- W NEW 16x10 OHD GARAGE DOOR -HTTS x+ HOEDOWN , � �u�w °I — g L - z 5 (3)1 a " x 11 %" LVL OR 2 < > _ I (2) NEW JACK STUDS ( 1 %" x 14" LVL HEADER (2) NEW JACK STUDS 1 • Y LL WITH DSP FROM DOUBLE () �' . MI 5\ AND (3) KING STUDS. PLATE TO HEADER @ 32 "O.C. AND (3) KING STUDS. 5' ° J INSTALL (2) MSTA30 T INSTALL (2) MSTA30 FROM JACKS TO HEADER FROM JACKS TO HEADER � ' " .•.- 's►i+ sfri3ar. SCALE: FILE COPYij R " 08-16-11 ',NUTis, :t0e s.. ++ ' ii €- A 1 REVISIONS: REVIEWED FOR CODE COMPLIANCE CITY OF ATLANTIC BEACH SEE PERMITS FOR ADDITIONAL DRAWN Br: REQUIREMENTS AND CONDITIONS. oJM CHECKED BY: WALL LAYOUT REVIEWED BY: pp_ 1 Fss DATE: dr lQ -// ' SHEET: o S - 1