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Permit Front Door 286 Poinsettia 2012 CITY OF ATLANTIC BEACH 1 800 SEMINOLE ROAD ! 3 ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247 -5814 Application Number 12- 00000099 Date 2/07/12 Property Address 286 POINSETTIA ST Application type description WINDOW AND /OR DOOR Property Zoning TO BE UPDATED Application valuation . . . 1700 Application desc replace front entry exterior door Owner Contractor BUNIRIGO GEORGE BURTON CONSTRUCTION INC 286 POINSETTIA STREET 1 SUNNY ROAD ATLANTIC BEACH FL 32233 ORMOND BEACH FL 32174 (386) 676 -2837 Permit WINDOW AND /OR DOOR PERMIT Additional desc . Permit Fee . . . 60.00 Plan Check Fee . . 30.00 Issue Date . . . Valuation . . . . 1700 Expiration Date . 8/05/12 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 60.00 60.00 .00 .00 Plan Check Total 30.00 30.00 .00 .00 Other Fee Total 4.00 4.00 .00 .00 Grand Total 94.00 94.00 .00 .00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. BUILDING PERMIT APPLICATION 5 ec r(,) n CITY OF ATLANTIC BEACH UIP 4 t i� 800 Seminole Road, Atlantic Beach, FL 32233 t' ,,.. t! c' Office (904) 247 -5826 Fax (904) 247 -5845 E? A Job Address: D (p KO . n Se +( ci . -t i 4 - i 6_, a ,p rrermit Number: /0 "0077 Legal Description i 0' � to �' 1 6v - 2-,S "2-Q E i 0 5 P a l # 11 nc� tZ QQ ( V 41.0_, © v aluation of Work $ 1i 00 Class of Work (circle one): New Addition Alteration Repair Move Demolition pool/spa windo 'id •or Use of existing /proposed structure(s) (circle one): Commercial Residential If an existing structure, is a fire sprinkler system installed? (Circle one): Yes No N /A Florida Product Approval # IvO1a Di --C ; 1 • $3 For multiple products use product approva orm Describe in detail the ty e of work to be performed: r e 0 -e 3L i(, lV oo (r 51 z,c., ' 5 -- r__)z. — or--)--1--- -e-r\ Property Owner Information: Name: A ` ■ 1 - 1 A Address: c S ( 4 , n5e+ (C-ir City A L.■ i. d /A _ State I ip.3223 Phone q0 t 4 - - 7 Di - (D'I - 7 - 7 E - Mail or Fax # (Optional) Contractor Information: Company Nameel f1 L 3 t (+15Y1 CO nal' Gift? t3� - Tr - X.- - Tr - X.- Qualifying Age t: 6 -u r , -i ? ( r • _ Address: i 31A n n Li 120aCk. C ityfJl'Y1r r lU ii► State FL_ _ 1 - 77 Office Phone'�L- (07 -] 9 37o Site/ Contact Numbee) - -°? = , . - , -.4 State Certification/Registration # C C i 5 rte 15' i ■ , ! � : - ; ; . s . FIN Architect Name & Phone # Engineer's Name & Phone # AIM MIMI v I • F TIC BRACH Fee Simple Title Holder Name and Address A 'w"�,'l St± PERMITS FOR ADDITIONAL Bonding Company Name and Address 1 -• _ • ' 'I ' ` •e` CONDITIONS. Mortgage Lender Name and Address r , t .4 �!i Application is hereby made to, obtain a permit to do the work and installations as indicate. car i -. • ,., - _ , 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 'ecomes null and void if work is not commenced within six (6) months, or if construction or work is suspended or abandoned for a period of six (6) months at any time after work is commenced. 1 understand that separate permits must be secured for ElectricalWork, Plumbing, Signs, Wells, Pools, Furnaces, Boilers, Heaters, Tanks and Air Conditioners, etc. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY,. IF YOU INTF,NP Tn CHITATN FINsNCIN � CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. I hereby certify that 1 have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing 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, state, or local law regulating construction or the performance of construction. Signature of Owner 1 1 11 /• • .tu✓ ` I 1 � Signature of Contractor At‘ �' R Print Name ,��'weYl.... l :�rr1i _Bur 11 O Print Name 6e,,,a7 C u -r it Sworn to and subscribed before me Sworn to and subscribed before me this 1 21 Day of J A N , 20 12 this Day of , 20 Ncta P lic : ;:?' RODNEY NEAL WOOD • = :''"7R'` bh V t RYAN MCCARTHY ' . " c ' c MY COMMISSION # EE09248' Z � PIRES: July 25. 1 i _ ` MY COM,- ' • # DD69891a - ? s.. . .,.. , • � : � • N otary PubNc, State of Florida - • e EXPIRES July 25, 2015 (407) Florida Notary serviao,00m wised 01.26.10 .0.,, Commission/ EE 148740 (407) FloridaNataryService.com My comm. expires Nov. 27, 2015 r 0, .* :, M ,c;I itVrAV45 I , ; `I c y' " 4 42 4 .., _ , � i @' , ` i t Property Appraiser - Property Details Page 1 of 2 BUNIRIGO ARWEN Primary Site Address Official Record Book /Pace Tile # 286 POINSETTIA ST 286 POINSETTIA ST 15229 - 01011 9416 ATLANTIC BEACH, FL 32233 Atlantic Beach FL 32233 286 POINSETTIA ST Property Detail i . Value Summa RE # 1. 170568 0010 204 ferried ' -... Value Method CAMA I CAMA Tax District a _ 9. __�_ s $ Extra Feature Value I $ 704 00 $ 69 26.00 Proomty Use 0100 SINGLE FAMILY 3 $ Total Building Value $59 913 626 00 f # of Buildings i 1 9 - Land Value (Market) $69,375.00 $69 375.00 1046 16-2S -29E .057 } Legal Dom { SALTAIR SEC 03 )and Value (italic.) 9 $000 $0.00 S bdivision i 03115 SALTAIR SEC 03 lust (Market) Value 1 00 $129,327.00 _ The sale of this property may result in higher property taxes. For more information go Assessed Value $ 129 992 00 $129,327.00 to Save Our Homes and our Prooertv Tax Estimator . Property values, exemptions and Cap Diff/Portability Amt $0.00 / $0.00 $0.00 / $0.00 other information listed as 'In Progress' are subject to change. These numbers are { " "" Etion $50,000.00 ;ee below part of the 2012 working tax roll and will not be certified until October. Learn how the xemp _ s See _.. S Property Appraiser's Office values property. Taxable Value $79,992.00 i See below Taxable Values and Exemptions — In Progress If there are no exemptions applicable to a taxing authority, the Taxable Value is the same as the Assessed Value listed above in the Value Summary box. County/Municipal Taxable Value SJRWMD /FIND Taxable Value School Taxable Value Assessed Value $129,327.00 Assessed Value $129,327.00 Assessed Value $129,327.00 Homestead Exemption (HX) - $25,000.00 Homestead Exemption (HX) - $25,000.00 Homestead Exemption (HX) - $25,000.00 Amend 1 Homestead (HB) - $25,000.00 Amend 1 Homestead (HB) - $25,000.00 Taxable Value $104,327.00 Taxable Value $79,327.00 Taxable Value $79,327.00 Sales I OualHfied /Unaualified i Vacant /Improved Book /Page Sale Date Sale Price teed Instrumenrt TYRR Code I 1 15229 -01011 ( 4/30/2010 � , � $160,000.00 WD - Warranty Deed Unqualified Improved Extra Features — — Feature od Ce Feature Description I Bldg. i Length 1 Width 1 Total Units Value 1 FPPR7 l Fireplace Prefab { 1 0 i 1.00 1 $626.00 0 ;, Land & Legal Land Legal ■ s LN I cgds I Use Description f Zoning Front 1 Depth " Category I Land Units I Land Value I LN Legal Description 1 1 0100 RES LD 3 -7 UNITS PER AC ARG -1 1 25.00 1 100.00 ; Common 1 25.00 I $69,375.00 1 1 1 10-16 16- 2S -29E .057 2 , SALTAIR SEC 03 3 I N1/2 LOT 540 Buildings Building 1 _ Building 1 Site Address Element 1 Code j Detail r7 286 POINSETTIA ST 1 Exterior Wall 6 16 Vert Sheet Siding Atlantic Beach FL 32233 � , i ! t — 1 Exterior Wall 112 ; 12 Cedar or Redwood Year 983 - TOWNHO SOH Roofing Cover 3 3 Gable or Hip Building g r" _. ; 3 Asph /Comp Shingle � BAS;FUA i ! Interior Wall j 5 5 Drywall f 3 Type 1 Gross Area [ Heated Area 1 Int Flooring I 14 i 14 Carpet Base Area 578 ; 578 i Int Flooring 18 8 Sheet Vinyl L__J , 1 E Finished upper story 1 ' 578 1 578 I Heat Fuel 4 1 4 Electric 1 Unfinished Storage 118 p 0 Heating Type 4 I 4 Forced Ducted Finished Open Porch y 24 r 0 Air Conditioning 3 3 Central Total I 1198 1 1156 _ Element Code i Stories 2 .000 Bedrooms 1 2.000 j Baths 1 1.500 I Rooms / Units 1.000 http: / /apps.coj. net/ pao_ propertySearchBasic /Detail.aspx ?RE= 1705680010 1/4/201 (_, tlC, 286 Poinsettia Street, Atlantic Beach, FL Hurricane Protection Exemption per Existing 2007 Building Code Section 606.4 #2. FIL iT� fl A P Rik NO 0 0`73/ MIAMI DADE )) Y COUNTY 2. MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUII'L 1603 PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/buildingcode Jeld -Wen, Inc. (OR) 3737 Lakeport Boulevard Klamath Falls, OR 97601 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by,the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division•that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series 6'8 "W/E Inswing Glazed Steel Door w /wo Sidelites -NI APPROVAL DOCUMENT: Drawing No. S -2195, titled "Series Wood Edge Glazed Inswing Steel Door Units, Up to 5' -11 "x 6' -8" with and without Sidelites ", sheets 1 through 7 of 7, dated 12/14/2001 with revision D dated 07/06/2007, prepared by PTC, LLC, dated 07/19/2007, signed and sealed by Eric S. Nielsen, P.E., bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: None LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. REVISION of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement "f any product, for sales, edv -rtising or any ether purposes shall i,u,omarically terminate this NOA. Fail n:.:,_ com is with any sxtion of this 1"00 shall be cause for termination and removal of NOA. ADVERTISEMENT: 'ff ' NOA ;lumber preceded by the words Miami- Dada: County, Floride, end fr ':,' l y ti- exr • iti .o d: _, rn.t . be displayed in advertising literature. If any porti.)n of the NOA is disp aye tl. n sLa l be c. ,ne it its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA # 02- 1211.16 and consists of this page 1 and evidence page E -1, as well as approval document mentioned above. The s bmitted documentation was reviewed by Jaime D. Gascon, P.E. o `�,T eq, . NOA No. 07- 0731.03 0 . �� Expiration Date: August 15, 2012 9t l� l3 Ol Approval Date: December 20, 2007 Page 1 PM-Wen, Inc. (O41 NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No S -2195, titled "Series Wood Edge Glazed Inswing Steel Door Units, Up to 5' -11 "x 6' -8" with and without Sidelites ", sheets 1 through 7 of 7, dated 12/14/2001 with revision D dated 07/06/2007, prepared by PTC, LLC, dated 07/19/2007, signed and sealed by Eric S. Nielsen, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per PA 202 -94 2) Uniform Static Air Pressure Test, Loading per PA 202 -94 3) Water Resistance Test, per PA 202 -94 4) Forced Entry Test, per PA 202 -94 along with marked -up drawings and installation diagram of Outswing and Inswing steel edge glazed steel door, prepared by Certified Testing Laboratories, Test Report No. CTLA -697W, date 11/11/2001, signed and sealed by Ramesh Patel, P.E. (Submitted under NOA# 02- 1211.16) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2004, prepared by PTC, LLC, dated 07/09/2007, signed and sealed by Eric S. Nielsen, P.E. Complies with ASTM E 1300 -02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. None F. STATEMENTS 1. Statement letter of conformance, no financial interest and compliance, dated 07/16/2007 by PTC, LLC, signed and sealed by Eric S. Nielsen, P.E. 2. Laboratory addendum letter for Test Report no. CTLA -697W, issued by Certified Testing Laboratories, dated 04/11/2002, signed and sealed by Ramesh Patel, P.E. (Submitted under NOA# 02- 1211.16) 3. Laboratory compliance letter for Test Report no. CTLA -697W. issued by Certified Testing Laboratories., dated 11 /11 /2 , s! - tied a, d s aled by Ramesh Patel, P.E. (Sut' pitted under A OA# 024211.111 G. OTHER 1. Notice of I icccpLnlce No. 02- 1211.16, :slued ie field -Wen, Inc. (OR) for their Series "Inswing Glazed Wood Edge Door Units, Up to 5' -11 "x 6' -8 ", approved on 01/30/2003 and expiring on 08/15/2007. • Jaime D. Gascon, P.E. Chief, Product Control Division NOA No. 07- 0731.03 Expiration Date: August 15, 2012 Approval Date: December 20, 2007 E -1 ® Steel ) • PRODUCT RENEWED az comply*. with dm Marian 0I "a$w1N0 40 00EUGEGL42ED57EHDOOR uNTS 0e1Mn c Acceptanc No ' •03 IqI W,0587Q//Eq born'. , Dom 0:F /,Gyt./z El 11 GBAERAI. 007100 rnn n m aa Cants I. THIS PRODUCT 15 DESIGNED TO COMPLY 741TH THE 2004 FLORIDA BUILDING CODE (WITH 2003 do 2006 SUPPLEMENTS) 2. W000 BUCKS BY OTHERS, MUST BE PROPERLY ANCHORED TO TRANSFER LOADS 71) STRUCTURE. J. PRODUCT ANCHORS SWILL BE AS U5TE0 AND SPACED PER a w 0 11 ANCHOR LOCATION DRAWINGS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. _. 37.75' MM. OA Z e2 ..,,, 4. SEE TABLE 7 ON THIS SHEET FOR DESIGN PRESSURE RATING. MUM 5' 771 MAX. OA FP.UIE N1DM 3. THIS PRODUCT 00703.4(3 MEET THE WATER REQUIREMENTS 0.75' MUIl. BAR 01P.) 15.50' MAX, SIDOfIE O yyE'' FOR "•1144r ZONES WHEN USING THE SLOPED ADJUSTABLE FRAME N7UTl �7. ALUMINUM 7HRE5H0L0. SEE THE DESIGN PRESSURE CHART 0'875' 36' MAX. 0.875' B ILeX ELOW. (TTP.)- PANEL NID1H _ (lYP.) PA D, ND 3 6. DOOR Q SMIAMI-0.40E ES REQUIRE MIAMI-0.40E APPROVED IMPACT �� M' MaX. 570E1/1E ^ L. RESISTANT SHUTTERS. . • PANEL WIDTH W Fi 7. SIOELiES ARE AN OPTION. �, lirr= REBWF. NTIAL m6LLATE06TECiCW ICamm Ranb Yh.ma endtbneq I� �° COMIONENTCOV5TRUCTION6: -I Frs Msel( 9a. (QOIf1) minimum aianes,, CaAvr w 24 SfW 11.125' vsd A -SA-525 21.125' co mdo7 quay - 4000 pw enrage AMR 620 Nth an eoge minimum *Id p 82.50' LAIC • .' I I� I 6• M ,u . - 4mga Fh(ave.) 47,575 p+1. 82.50' M 1D7N � I MX. OA O. LO. 6101/4 O.LO. 'a EExpended Expended payrm s . wan 1.0 m a 1. bo /af dTY. DY FRAME enm MAX. oA pRAME I I ei Tn i w < P -, . REMIT REMIT }•+. AWEN 6IC Orm iza Y ^II^^ The Cow pawl. are condmeld from 24C . (0.020' Q 63. min.) ) gdwwad stW the fan Mmt raps and bottoms are bard 96 aver WA I I (TIP) si E! • n IMP GLO. A X. � :I - 63. 125 . g yyy the cop ad bottom rah The lop n0 colloids of LH maaarvp 1.67' x d0' HEICH7 BO' Ay 7.0' 0qh. IM bottom m6 h noM fanned 4 la 0.021' solemnised .feel - I 0.L0. rr�Z�aa measuring 1.67' w x 1. long r 0. 871' pin e, PA NTL Vt 21' high er/ a 1.645' r 3' !IE I HD GHT Al PANEL I I ,y d "seed Dar b oard n Me comers M ore steel bettom eddch Is butted Fp ro M Ids a . saved w/ (I) 0.3' s 1" w n at oath Amer. HE CHT I - - BOLTS HOCK TM 0. ides a/ ore /am sheet on and fond onto the 7,40 LH latch sae and A6 is ed Ponderosa hinge NM M h moan 1.67' x L0'. TM nt«w cavity � � °° A pet/Mren The fan sheets are ghwd to the poysynne. The i a l I I I I • panty to weber IA , an routed , 001. ! imry UM Fn ,x IM 61. frames I t glared on the ntenb Th 1 i r. . 7e are glared ./ 0125' tenoned ' St Om Fixed Sid.47, Panel Fond • Th. smh 1r constructed key 24CA. (0.020' ran.) .) al ALL DOORS. 1.625" I.1s" Q ,p n 9�Ted steel, TN rigss of the face Ants n bent 90' over the MOUNT ON IN1ERI0R, !'1 1.625' r 0 2f pdrafren core and geed 1. R Me Welke ponds . t glared we could for necs;r. TOP AND BOTTOM. 0 S F INSWING MEW SING IF INSWING UNIT w/ SIDFl I1F5 (OXO) ' rTrinity 0 4 . c Th. M. rnme a a. N 0 FROM INTERIOR WFWFO FROM INTERIOR the COL & `` MT nfenar and exterior. . unite are plead 0/ 0.115' tempered glass. The iii , frames en mod e/ O50 awing compound on ore exterior. 0 Fran rawwtnwtion; Me frames an cansbucted horn finger jointed Ponderosa Pine jambs marring 7.25' rid. x 4.5625' deep. TA. Mad pones are mortised .d butt Joined to the side James and attached Ma (3) Thal 2' q� x 7/16' croon Mrs doples. Me units used a doped adjustable a4snnan ` 2'Y { :: . �� bump lase Onshad meosurig 4.562' dap r 7.173' high. The threshold ;s attached to the Ira.,. With (3) MCA 2'r 7/16' cram wire stoptes. I c 0 T 0 l TAaEOf CONTFMR $ PR . tI OE%RPT10N m <i I GENERAL NOTES AND MEN EIEVAIIONS 2 0064 12/14/01 HRIMAL CROSS SEC110N5 ONO OHL OF W TERMLS TA BLE 1: ! fgR720N7A1 CROSS SECfpN$ •DESGH PRESSLRE PARIJC wH� Prepared Br N.T.S. 4 HORIZONTAL CROSS SECTIONS AND !JOTS 5 4 WATER 0FILYROKW REOW.ELEN7 QM HEM w/ aLWFKE OATS � 0/0 SURFACE !A%rs �® sea x : JWJ ANCHORING LOC4IKWS AHD DETAILS 7405 %>•O SOOI6 w/ Af4A5fAtX S p. ' - 71111°7 - 6 GLAZING ONION DETAILS ' .. _ ( 4 ar, xO , am) .6 of -as ' j .s0 P+E 11 7 pet : 1... n I. w L W. 41,123 ,�� Cl. w S. ix"Fr ... TAN iE IISEi, rh'i'aE OARH4VC REM /Wy;,4T6 JrF Ilia. 1 T - a.. -- .xr•iC ��,_7 , WT deserves S 1I 5:�,• a• : 7 2I MG 1.1.0 _ l.':`: ° • . , • CONC./MASONRY CONC./MASONRY 1.50" BY OTHERS (1) 1.50" BY OTHERS (t) .. DP3CRIPITON . 67.016141. PRODUCT RENEWED sma 0.25' MIN. sit es co.piyini,unth.n.id. 1 DOOR FACE SHEET 240..4_ (0.020 MIN.) 0.25'EMBED.WIM 0 Em NIMI 0 2 FRAJAE HEAD (FINGER JOINTED PONDEROSA PINE) 1311.1thr.gCode "w Accepusect4. 0 7 -4 - .03 ,e MAX. (3.) MAX. 3 FRAME HINGE JAMB (51446044 JOINTED PONDEROSA PINE) 8000 Expirm . Dm eITM.4... 42 SHIAA SHIM .. . 0 4 S FRAA SILL AND JAMBS (FINGER JOINTED WOOD B CAL140,1 ll' ''"....'.."lir-4111141 1111111 illibil■-- (ID 1 MEM glibZMA- 0 • II . 4: It a Divoxinil wow-J.4-r 0 A . ..--.=-,--. -_--..! I . --- f W;i* 111:1111BrAiLLgioS■ 5:11.' 'DID& • . , ...?....:111■M - uwa STEEL IV 8017 w 0 ,..... ,_-_-_---43 0 • - 4-.2V-20 FEMALE ENO .75' LONG 5700 1. 1 ALUUSTABLE INSWING DiRf_SHOLD FRY IMPERIAL) L M-LIMINGIA SEE DETAIL 5/ III 0 SEE DETAIL 5_710 ON SHEET 5 or, COMPRESSIO 8144 ' i . ON SHEET 5 0 SEE NOTE 2 N WEAT III (ID SEE NOTE 5 M. NIV ON SHEET 4 Ito of? TOP RAIL 1144 CO ' - Li -4 g R z 0 MIN. W000 1.75" MIN. 6th EL TI-10. II ON SHEET 4 1.75 " C ; 4 3 i on N7175E.580 5oF0IN0GERsais, STEEL PAN JOINTED PONDEROSA PINE 15 LOCI< BLOCK 1 • 0 .714„.., •,...4 - : . AM • 5000 11 - -.) co PANEL TH0.11 0 WA Emma, earsrreENE amERETAILA,...w riz=s11 er.... 0 . la 10 WOOD INSTALIATION SCREW W 1.50 MIN. EMBEDMENT STEEL ^ M 7.....i.; ...... I C) 19 2x W000 SUB BUCK (BY OTHERS 20 01•1114 (0.25' MAX. 11415. HIGH DENISTY RAS= OR CREATER) - 21 KW1KSET 400 SERIES KNOB 49000 I STEEL ' 1 'sig! -* SEE NOTE 1 I SEE NOTE 1 22 415405151 01011 700 SERIES 0000801.1 (NOT SHOWN) STEEL 10 0.125" MIN. ON SHEET 4 ON SHEET 4 22 0005 1.TCN STILE LK GLASS 74141. 1 . 2 8 x 2 P514 5000 SCREW STEEL 0.125 MIN. - 25 8 x 2.50' PEN 8000 SCREW 07561 . 1 li GLASS THK. a SURFACE BOLT STRIKE ANGLE (9? NES) STEEL 1144 QUM kagiDe FXTERIOR 21/ffla spreimlumizEorarmaummwmaium= -..1 ,.., . 80 ,,,, 82.50 " 82.50' 80' MAX. SILICONE CAULK CR LAWRENCE 33 C GLAZING COMPOUND sow BY coo SILICONE • S/UCONE 1 F MAX. OA. MAX MAX. SIDELITE MULLION CAP (82.50 LONC) 8000 OVERALL DOOR OVERALL PANEL 3 5 • - •,- ROUND SIOWTE STOP ,A, FRAME PANEL FRAME HEIGHT GLAZING CONFOUND )) 1199 SILICONE HEIGHT HEIGHT HEIGHT 05114.400 KNOB SET F51 57111 .0E`;E' SEE GLAZING ,.., SEE GLAZING SCRAGE 0040901.7 1 8300 (NOT SHOWN) SITEL g DETAILS, V, SEE NOTE 1 DETAILS, cr, NSW! VI . 4 4R :417011 1.64 ' YIN SHEET 6 ON SHEET 4 SHEET 6 0 gE T 4 1 IEEIDDIIIGG;0111211111/1111111111111111111111111M t. . 8 V, C) 38 ODE 0. UTE TRA1.1E .125 5. SPARTECH 7043508 575530 143 70167580. 30 51060375 50001 FACE SHEET 24CA. (0.020' MIN.STEEL) STEEL S.! a. ....."!..nt •••• (g) •■ 40 688 ES 4 1.50' PIASCREW (014. 1175 FRAME) STEEL 41 PRSURE TREATED MULLION BAR 5' (.75' x 4.562 4 5.2.50, 14000 R 0, 5 0 1 ic 0 4 • 00448 HA:TAG 644 45 YALE 05400010 HEFRTAGE SERIES NOT SHOW IL A 0 STEEL .. O e 4 4 #10 0 1' PAN HEAD 0015514415541 SCREW 45 0401543015 THREsHow PATH SEAL BOOT MY DIPERLAL) AWN A i-, 0 , a e Po x 2' PF11 WOOD SCREW STEEL o i X 6 6 10 ill 0 0 . rraffinla 11 MANE LATCH JAMB FINGER JOINTED PONDEROSA PINE 1, v.!: H. STFUK ii. I 52 0 1 00 ' IN D TE EA M D PER 80 10 7 01400 ( PPG) P/000 .- . g ' .i . Cc 2 SEE NOTE 7 ft e) e0ENEsVET 5 4 GSLE1 0 g gi ON SHEET 4 53 ODL UIE FRAME 1' I. (07001108 H POLYCOAI 775530 013) POLTPROP. ,1, OD ,u,, O ..'.0M31 ) 1 54 1/2' INSULATED TELIPEREO GLASS (BY 191600/4M7/40) ) CLASS 1 E E s r E T E E r 4 7 11 ° w MI ; . 55 11015 80117007. TE FRAME FOR .50' I.C.V. (BY TRINITY) POLYPP. PI p., pow . 55 I' INSULATED it CLASS (131 TRINITYAMPAC) GLASS '‘,t,,T...' L 40 x?, 63 , -- -441L.--- ED 1." -- `11 1 1 , 57 LITE FRmAE FOR 1 ' I.C.U. (By TRINITY) POLYPROP. - 1.25 7 , 7 5 411:00. 4111.4Vatom 58 CORNER BLOCKS AIDE EMBED. !.-...',••••.:' ''.:.•;-::: . EMBED. MElli 1 CONCRETE/ a0 Prepared By: 0400 12//4/01 SC4LE N.T.S. _ 2.50'6401 111111.75" CONg F E z l y i/ By 2.50" MIN. 111111 1.75" AAASONRY BY OTHERS 0.. Pt jw,i EDGE DI ST. 1AIN. EDGE DIST. MIN. INIXIIIINWIIIIIIIIII OTHERS Mil(6) ow. En, S. SWELL .4 1 Pp:pm AdrIvAr AIL C VERTICAL CROSS SECTION RC. A VE r V ,‘E CA.1.._7CROsaiSECT/01V M.4 P. E Pe. 413, LLC PT U.0 '../ WITH ADJUSTABLE THRESHOLD 13. Ca... Strool 3- P• C23 F-219.: P e: -490 • l . g r. -_,... , .. . . , z... 7 1 , • (4,14.3, Mr. 320,5 ,...., ,...,,... ., ,,,......,,,, ...,. .,..., - - , --- - CONGN0EE / . VM150NRY PRODUCT RENEWED BY 0IHERS 1.50' 0.25" 0.25 1.50 elrins the Florida MIN. TA.. Budd! Code 154 MAX. I- MIN. Ae H e No 0 • Lc Y.03 EMBED SHIM SHIM I EMBED EaWn e • . 5EE DETAIL 5 .;' M , I ,. MIMI ON SHEET 5 SEE DETAIL 5 [Swim // Gem 0 0 to ffi DETAIL SIG 6 O O ON SHEET 5 x \ ` 6 Aga ' y ., , ,/a) E6tF814S \\ k r 3 1:3 im • 3,1 �� � \ �\ �\ - y � y M'ri 1 L MASONRY 's • r � \ "< ' \ I L .. Y I % BY 01HERS m MR 'ills \ \ l' ; I ) 0.125' MIN. NM - No, GLASS INK. Vj , u PANEL INK. 4� ��.', SEE NOTE I itim0E / SEE NOTE 7 ® O 0 0 ®' E O 15 O SHEET 1 � SEE NOTE 1 r� ON SHEET 1 ek - ON SHEET d O ® ©O ©� SEE NDTE 6 : O ON SHEEP { g -a © FRAME LATCH CROSS SECTION CONCRETE / JAMB TO BUCK ® F RAME HINGE JO SECTION JAMB TO 81 OTHERS 1.50' vy99 MASONRY i , 0.25' s h M -{ MA.Y N c • ... . : Ir.!. FMBED SH 1M . E • SEE DETAI 5 'R G ON SHEET 5 l > ; ; \gy m „1 • A I III I 11 ACTNF ill ,, MIME R qW Prepared By SEE NOTE J `� ® ® ® 0 0 0 0 O ' F*) � — - — ON SHEET 4 rMY �'� we Vn S. SAFTELL H Cf CN7 I CRO S SEC71' . . E N 4137? plypyp N0. SL [ i�i7 MCU,,sig , PN ,LC 5 -2195 .�___. _ s+ -Ile” I "_ 0.75' MAX • e, M LUON I I ® G 0 11 0.75' MAX. PR UCT RENEWED as SEE DETAR• 5 5 MUUJON A rlrilamlro Fl 0.75' S EE DETAIL Building Building Coda ON SHEET 5 ttepv,ce No o - 31. 3 �5£E s� \ � I�/ /- sEE s O m m B•u Expiration ^ ,--.. \ //! \ ®ON THIS SHEET O ON STEHIISNSHEE 1 i // // ON na e m• .x �m,uc • e � SEE CLAZWC \ ■ \\ , ..�,.. .' // G OETULS. 0 6 1 . . 29 . D''''n © _ l . 1 I lk A " . \'''''". . I . , . . .. ' I : 1, , e• .„•. \ / r ,,, , 8 ,. i 14A ,, ,, A•4, 0 .„•.„.. 1 ; I \\N,.\\\\\.\\\N. • • • • . - I' $ i g 6 ® com i .��� II! �`: C 0 .125 MIN. I li' � i I I II I 3 Q SEE NOTE 1 HEET GLASS $ INN NIP I r; � Il `- ! a Ma oN THIS S A 72 M 11 (NTFRI PANEL /HK. / (4) . ON THIS SHEET O ®m 6' Q00 � ON THIS SHEET 40 44 ON SHEET �ONTHIS SHEET eat NOTE B V. NOTE 2 SEE eS.FOR OPHONAL .50' & 066 0 0 O © � 0 oN 81 SHEET :- SEE NOTE 2'�� NOTES: AT SIDELITE TO LATCH JAMB ON MS SHEEP ON THIS S • ON PHG SHE77� I LC. SEE SHEET 6 HORIZONTAL CROSS SECTION SEE NOTE 1 HORIZONTAL CROSS SE FOR OPTIONA ww NJG FOR ITEM (40 THE /8 x 1 1 /2' PLASCREW 5 AS FOLLOWS: a AT SIDELITE TO HINGE JAMB •50- h I" LC. 3© g %. I. SPAC IT • • 14 IN .. 0.. 4.. MU' . •. 11 .•:, A • 3,0' IN FROM EACH CORNER, ONE IN 1.50' 0.25" SEE SHEET 6 '>• CENTER. MIN. - MAX. nl iRO v‘ N TOP Down ON 1}TF SIDES J.0; IJ.0 ; 26.0; 79.0; 52.0' & 67.0; CONC. /MASONRY EMBED1 SHIM 2. SPACING FOR ITEM 147 THE I6CA x 3/4' BRAD IRIII NAB. ATTACHING THE OUARTER ROUND TO OTHERS THE SIDELRE FRAIE AND REM 1 27 THE 16CA X 1' BRAO TRIM NAIL ATTACHNC THE MULUON CAP TO THE MULLION BAR VERTICALLY, I5 AS FOLLOWS: • SEE OEl 5 - - TOP HOR170NT41 Y; 1.25' IN FROM EACH CORNER WRH (I) 14.411 MID -SPAN. ON SHEET 5 WRT1CAl1Y; 125" FROM EACH ENO & SIX MORE EQUALLY SPACED ON THE RELO. // FOR OPTIONAL 3 . WHEN ATTACHING THE STRIKE PLATES TO THE JAMB 410 BUCK USE ITEM 125 A. /8 x 2 1/2' � / /� \ ff/ .50' tr 1' La W000 SCREW. SEE SHEET 6 WHEN ATTACHING THE STRIKE PLATES 70 THE JAMS AND SIDEIITE JAMB AT THE MULLION USE r •• S EE N07E 5 REM /24, A /8 x 2' PFH W00D SCREW. / ON THIS SHEET �i W 4. SPACING FOR ITEM /25 040 /8 x 2 1/2 Pal WOOD SCREWS ATTACHING THE JAMBS TOGETHER ' 4 ill AT THE MULLION, IS AS FOLLOWS: 6.0' FROM EACH VERTICAL CORNER WITH (4) MORE SCREWS ' j ITS" MW. FX7' RIOR hit EQUALLY SPACED ON THE FlELO. � . �, D S Q 5. 510 550EUIE PANEL 6 SECURED IMO THE SIOECI10 JAMB WITH OEM 129 SILICONE CAULK -ON THREE __ t SIDES 4.V 3/8' QUARTER ROUNDS SECURED 41TH REM /47 BRAD TRIM NAILS x 3/4' LONG, 6. WHEN ATTACHRIC THE HINGE TO THE J4I8 AND BUCK USE ITEM /46, A /10 x 2" PEN SCREW. • I � ,`4 WHEN ATTACLRNC T HE HINGE TO THE 54418 AND SIDMULLION F JAMB AT THE MULLION USE ITEM /14, A /10 4 I 3/4' PEN W000 SCREW. . le` INTERIOR o 4 7. ALTERNATE CONCRETE /MASONRY INSTALLATION ANCHORS OF EOUNALENT PERFORMANCE €1: 8 b q. CHARACTERISTICS CAN BE USED UPON APPROVAL OF 114E ARCHITECT OR ENGINEER OF RECORD FOR 'hhhp`���`• THE PROJECT OF INSTALLATION. FROM 8. SPACING FOR REM /49 111E /6 x 11/2' PANHEA0 SCREW (TRINITY UIEFRAME) IS AS FOLLOWS: SEF NOTE 1 WE: f2/14/Ot Prepa DOOR I ITFFRAMF FROM THE TOP DOWN VWRTKAI I Y: 3.25", , 10.625; 18.0625; 25.4375 32.8125; ON THIS SHEET wit H.T.S. 10.1875; 47.625; 55.0" k 62.775; 010 SEE NOTE 2�� ON THIS SHEET iln(j) °^4 °^ .WO RFfRAMF TOP et BOTTOM. FROM /LW TO SETT. 3.25; 11.875' A: 20.50; �' IOEIITE !UMW !UMW THE TOP DOWN VFR5CAUY• 725 18.0625; 32.8125; 47.55.5 5'.525" / HC PI ' x m�... a+x. an S SV'E;.1 '` . OPI 1 CRO "S S EC T U7 i J n en . P. c n. 4132.3. _ M •we MI i S?F ^tIITFFPAME TOP tr BORON FROM THE LEFT: (1) AT 1.1775'. AT .SIDL.I, E i - EL'; -_ 1i I leas w.,. FTC. Lam ,. r„ ,;� prC,.Lyc _ .r nww, a .aa • " J • • 70.25' MAX. OA FRAME WIDTH racnucrRENewEn J7.75 HAIL DA SuiLL Cod.: we Flariae f FRAME WIDTH SEE DETAIL I sa lc cau, ON THIS SHEEP A— .,te.ee No 0'zo 73403 Ej ° 02 SEE DETAIL I mi ON THIS SHEEP �► SEE DETAIL 2 0.75' NULL. (TIP.) — 6.58' H 9' Tr.) DicPion Product Control ,)� C: ON THIS SHEET 3 '1�� iy F ) 1 A 7.38' it 6• (7TP.)� 6 ' Ov ..1- ��'1 ° SEE DETAI 2 m n. s - - 1-. i 1 i 1 1 1 1 1 il1J 1 t zf s' I{. f ON iN5 SHEET MXOC. N .10 (IP.) _ MU. R JI • -(--. sEE DETIL J - -. _ _ rON THIS SHEET 5£E NOTE 5 31 RS SHEFf - - • ON SHEET 4 ON 25 ' + a 1 . _ 81.50' • - - - • 82.50 — a _ 14AX. OA _ MAX. OA 3.50' � ' Q • FRAME 5.50' 4 1 ED FRAME HEIGHT v 4/ ca7o HEIGHT -. - 31' • - 0 - 1 L i I 2 37.625' - - J7.615' • - - - - I o 7 C \ 2111 I _ L 1 1 1 i i 1 t i I � i g .In 8.58' OW.) © J' (11P.) -1 1•— - - t L L I I , µ � - Y t-- '3• ow.) G °o SEE DETAIL 4 3') Ei 7' (nPJ ` j - ON THIS SHEET F. .- e :� i SEE DETAIL 4 OUTSIYING SINCI F INNKR WRNOITT SDP , 'FS (X) ON NS SHEET N. \\ VIEWED FR0M INTERIOR \I INSWIN(: SINGT F DOOR WITH SIOFl IffS (0X0) �y NEWEO FROM KER10R ; } MI SEE NOTE 6 5' N. \ / 0. 1 a fr ON SHFET 4 • COUNTERSINK \ e / 0 \ � , \ iliki-ee COUNTERSINK FOR INSTALLATION pF7ul 5 / 4�� ( ( "� T a 5 E NOTE J ANCHORS ( O —� 5.50' I b 4, J, _ \r 1 I � ON SN { ' 1 ' , _ ® ` O L'�'� O® \ , art: 12/14/0 i — / 2 / \ o ; Prepared Bar srxe N. rS. ` —r / ewe n: Xi a«. er: 2 SAFFELL QFTaI 7 - AT FRAME HFAD DFTAx 2 e ;'' a w ' � `� ary ® ,,,a -- SURFACE DOLT STRIKE PLATT ! 0(5 00 APO k 0008 SURFACE. 4 - AT TNRE vm, uc u ws _______ STRIKE PLATES TO JA M;!: r isu ° � a wr zW� c.a I PIC 1.._.< _ __ SURFA.,F BOLi.STPIKL_F.�.'F 17* • • ss • PRODUCT RENEWPD ®� rcwmPlYin: w:h the Flaw. ED ® ® Buildin'Cole 0 ® Aaep.A. No 7 3 2 e On.e EXTERIOR 0 EXTERIOR , ?�; wwna cm:a Division , ��•, 0.125' MIN. TEMP, :1* GLASS THICKNESS 0.125' •: [ ::: C1455 1.75' MM. 4ii 1 MIN ; p PANEL 711K : �I 1.00' MIN. '' ` PANEL THN. � I 1 �I l� CUSS THK. 0.75' AR SPACE L-- I I I .t m L t pp R INTERIOR 111 0•m. • I`. .75' x .50' INTERCEPT CUSS g 6 g £ CLASS INTERIOR STEEL SPACER $ ^ RUE t A Z 29 0 SEE NOTE 2 CUSS ' n a ON SH E. 4 SITE PP 5530 C13 EE SJ m S NOTE 2 ON SHT. 4 •i GLAZING OETAK I OUZIN e 00L UTE FRAME SINGLE PANE .125` ODL LATE fRIME , TEMPERED GLASS I' tau. W/ .125' TEMPERED CUSS SPARTECH " SPARTECH �o POLY= PoLYCOM PP 5570 CIJ OLY 38 Q � "" + ~ tl� m �M �� gym® mm N 29 2E EXTERIOR k -.A...i . EXTERIOR r p GLASS MK. CUSS 0.125' TEMP. 0.15" AIR SPACE 0.125" 1EMP. L75` N IN. �'� _L rGUSS PANEL THK �� 1.75" MIN. M. AIR SPACE j �� PANEL IDX p L„ 1.00' M ` GLASS INK 0. 11 L �I� - - Le 0 . 1 25' TEMP. PAN V ' L 0.125 T EMP. A I INTERCEPT C .50' GLASS '2 INTE RIOR 0.50' INTERCEPT INTERIOR 0.50" GLASS CLASS STE0. SPACER GLASS .75'x.50' INTERCEPT BITE BITE STEEL SPACER 29 SEE NOTS 8 eas _ ' • ®e ON SHE 4 e e e e 0 5EE NOTE 8 ® �L C(/ ON SM. 1 phtl GIVING 15 59 1 01201:112 f, OFTAII I TRINITY UTE FRAME B.. 11 -I4 -0I CIA7IN MRINMY5 UTE LRLME .50' INSULATED TEMPERED CUSS Prepared I' INSURED TEMPERED GLASS LUPoY EU Prepared BY. sc ut N.T.S. LUPoY £U -5007 o ®/�® Me. ft JWJ 5 7 - 55 E„ s� + . , Arvid, r nac w: S. S.fFFLL • __-- -- 2194 • e. ) 1,67' -- 1.67 -{ r 1.67 I I -I 1.61 I 0.T5'�- 1.645' - -- - L A 2/ g 21 %; ---r I 6.00' 10 ,,,//// �� / /�� /i 0.75' Pacnur_FrsFmE�n;u /// % / 1.00• 2/k22,71,./. / / / 1.25• 1.21 ��•`�{�� • D . 6J1 • � 1 a.<n�lYir�,.ne he Florida n n Bu:..•::sec // 1 J t-I L �Iwi�s L n _<;,. - No 0 0 3/.03 Q QO Ea., Caw .,cVRYro2 m Ono LATCH TRW F POOR HINGE SRI F �L 12 R 2 0.75. ^^ M. P t...___.• r . a n q • k DOOR LOP R411 P lip I3 FlNCER JOINTED I6 QOOR BOTTOM RAU CORNER BLOCK FOR p . : pa O.MOE4'0,Si PINE PM 4 (0021 , O STIR ROROM R16 /� ^ L4L MOF x IV LONG ) ROLL FORM STEEL I l_J V O SURFACY BO T NES 1454 a (0.25' THK. STEEL) m a s r CS - -11--0.125 r _ 0.513" 6 1- 0.9T 1.• �� 1 t s9 • /�� ��' MI NV 7{ �a \\ \ \��� I • I 1.5626 =�� u1u ■k 1.54' ____ IS4' :a i•7 1, 4.562' 1 -T I , 1- 1.75 -1 I , ‹ II / I m 1.62' '-- 1.75" --I 1 1.75' -t I I~ 1.75' -•1 O INSITG AnIDSTARIF THRFSHOLn Z,4J75' 2.52" I 1.52 ,° 9 0.051' WALL ALUMINUM (IMPERIAL) 0 DM In f FR4MF 0.125 SQ OWL ITTF FRAME I" LG. 55 TRINRY IIJF FRAME 5 TRINOY JTE FRAME %, 0 50 Lq I' I.C. ^1 12 . 1 I 4.5625 I I 1` " -{ �{ �'- 1.71' - I 0. 875" I � m I 2././j2 L es %j�j % % %� 1 0.75' nn� 0.98' ' // /// F- 1.19 I 1 I 4' / / // WOOD JAUB 36 DOOR BMW SWFFP / ///' © + © FlNGER JOINTED O EA7RUOE0 VINYL / ci 6 • / / 7 / O � PONDEROSA PINE DI. VARIES WITH / / // L HARDWARE USED / / / / /. __1 v .J I 1 . � / L � 0.53' 1 /____ 2 • J 2.04. 1 .g IS Wg00 OC. OFl NC JOIN PINE 0.38 1 05 I O Q 8 1.79• I r Lam' b . � F-rl - 1i 0.75' � 971 \ O 0 1 ------ - 'il / 1.7 0.53' 7 0.097' 0.25' 4 I '(� 0 10 COMPRESSION WFADIFRSRRP O SURFACE BOLT Smrrr BurrF S 4 4 1.11' I 0 O SCHLEOEL 0 -LON CDS 650 26 HACFR STFR BUR HINCF B 'Ls '12. 1 .125' SF O 4• x 4' x 0.09Y THK. STEEL ^ b ^ a 0.9J" •: - -��1 ' 1• 2.IT I I 1.67• ,1 1.375' - mom <a J 0.25 I 1� I , o 12,14/01 I I ` O �I OYES STEEL) 3 \ 1 © 0.375' Prrowed By wu: N.LS. 4.ssz I 0 .775-1 k- oxo. sr: 'NI nlNtWrNf' SrOYi Al WNW THRFSHOIn T �. p ,� ® -. ft S. SAFFLu WITH V1Nr,. SEAL BOOT (IMPERIAL) IATGH STRIKE PI 51 050 ITCH C1i7 /� ''.':':''-e ,}/>i�F Jllti17 "No axa onaa�u �, L - -- O caLi ^i F - I 31 "S' 2 ?7 a: : c., 4711 i sin. na - P R. LLC -- -" - - -- 5 -2195 -. - ...._ - - -- _ �.. n�..y ax Poole: 321-690 -1786 I ... o. as. ool -.. _.. ...�4 City of Atlantic Beach APPLICATION NUMBER A - ss Building Department (To be assigned by the Building Department.) ;�` 800 Seminole Road2 - ea 4 , r' . _ r -, Atlantic Beach, Florida 32233 -5445 ` Phone (904) 247 -5826 • Fax (904) 247 -5845 r j3 ' E -mail: building- dept @coab.us Date routed: /4, //2 City web -site: http: / /www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: e J d - U ) .s - )A�, 7 * • - -• - nt review required Yes No Building Applicant: illt f Zl. r Ali 1,164-i--4 ' IL - - rung & Zoning Tree Administrator Project: cp/4 t tj ri 1 7 t (/ Public Works J P ublic Utilities E 07-541 4 ' da Public Safety Fire Services I .:7 fOt$1„ .vr ... ,i Vig 4 0,.4 .,.. 4 0.x P°" 4r ` Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection Florida Dept. of Transportation St. Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: ❑Approved. ❑Denied. (Circle one.) Comments: BUILDING PLANNING & ZONING Reviewed by: Date: TREE ADMIN. Second Review: A roved as revised. ❑ pp ['Denied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: DApproved as revised. ❑Denied. Comments: Reviewed by: Date: Revised 07/27/10