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Permit 54 Oceanside Dr (vault) ADDRESS BUILDING PERMIT NUMBER INSPECTIONS: FOOTING }} UNDER SLAB PLUMBING SLAB ' .Z ` FRAMING COVER-UP INSULATION FINAL BUILDING CERTIFICATE OF OCCUPANCY ELECTRICAL PERMIT # 0 INSPECTIONS ROUGH FINAL MECHANICAL PERMIT # PLUMBING PERMIT # NOTES: CITY OF ATLANTIC BEACH y� 800 SEMINOLE ROAD -� ATLANTIC BEACH,FL 32233 l INSPECTION PHONE LINE 247-5826 Application Number . . . . . 04-00029363 Date 12/16/04 Property Address . . . . . . 54 OCEANSIDE DR Tenant nbr, name . . . . . . REPL WNDWS & SLIDING DOOR Application description . . . RESIDENTIAL ADD/RENOVATE/ALTER Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 70000 Owner Contractor ------------- ----------- -------- ---------------- OAKLEY, THOMAS D. OWNER 54 OCEANSIDE DRIVE ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233 (904) 241-2519 -------------------------------------------------------------------------- Permit . . . . . . BUILDING PERMIT Additional desc . . Permit Fee . . . . 340 . 00 Plan Check Fee 170 . 00 Issue Date . . . . Valuation . . . . 70000 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 340 . 00 340 . 00 . 00 . 00 Plan Check Total 170 . 00 170 . 00 . 00 . 00 Grand Total 510 . 00 510 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUH DING CODES ftptisll .-_ IW . BURRING OFFICIAL CITY OF ATLANTIC BEACH o F St' BUILDING/ZONING DEPARTMENT L.H' ins f ) 800 SEMINOLE ROAD S,Doerr ATLANTIC BEACH,FLORIDA 32233-5445 TELEPHONE:(904)247-5800 ` f FAX:(904)247-5845 "�JF31:7 r• http://ci.atlantic-beach.tl.us PLAN REVIEW COMMENTS Permit Application# 04- Property 4-Property Address: Sit octANSID1 W V E Applicant: T. fl - o A VIVI Project: RtiPl�q� . w�Nao�Ns S��ING ��Psy AOR• This permit application has been: [Approved Aiewed and the following items need attention: � �i 1 1 119�J I.19 t 1.�►� 'S �e 6 O u oou�S Le c 17� 5 ► LL . Please re-submit your application when these items have been completed. Reviewed by Date r CITY OF ATLANTIC BEACH s WINDO`VVIG 'S,GARAGE DOORS,HURRICANE SHUTTERS Date: Job Address: 0— S la U2 Owner: I ` Nnrl Address: Phone: `!s✓ rj Legal Description: TockNumber: Lot Number: Zoning District: Contractor: State License Number: C�a Address: 5i / Phone: -Ze/lr 2,sr q City: / &4State: Zip: z 3 Fax: 26 7S Describe proposed use and work to be done: c- -9A nL __ GZ e r Present use of land r building(s): Valuation of proposed construction:1'%'/,60c •0c> Is approval of Homeowner's Association or other private entity required? If yes,please submit with this application. Required Building Data: Mean Roof Height (ft) Building Width (ft) Building Length (ft) Roof Slope Window Height (ft) Window Width (ft) Window Elevation from Grade (ft) Measurement from corner of building to window (ft) Number of windows being installed Z-I Mean Roof Height ----ACV 800 Seminole Road Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800 Fax: (904)247-5845 • http://www.ci.atiantic-beach.ft.us Page 1 Revised 1127103 City of Atlantic Beach Bu 904-247-5845 p. 2 CITY OF ATLANTIC BEACH ='� s WjNDO4F9K%bEWFS,GARAGE DOORS,HURRICANE SHUTTERS D.a y. L Date: 27AI.;.ZL,: Zcr: Job Address:-'5-4 DrU S,, jj,4 L-:- �,z Owner: t tV c; H Address: 'S - Phone: Legal Description: BlockNumber: Lot Number: Zoning District Contractor: �(/ State License Number: Address: :!O ,,d I Phone: lei -2'!;W City: / State:Zip: S7 3 Fax: 7S Describe proposed use and work to be done: _ a aA A A10 Gl Present use of land r building(s): Valuation of proposed construction: 1$-/6 000.00 Is approval of Homeowner's Association or other private entity required?A/b If yes,please submit with this application. Required Building Data: Mean Roof Height 34 S(ft) Building Width 40'0 (ft) Building Length (i(0T3 (ft) Roof Slope 4- 12 Window Height (ft) Window Width (ft) Window Elevation from Grade -5 6C 47,rAc4�ft� pL�+au s �i/ Measurement from corner of building to window A 21 15S (ft) Q 0E 1 2004 Number of windows being installed 1-I Mean Roof Height 800 Seminole Road Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800 - Fax: (904)247-5845 • http://www.cLatiantic-beach.fLus Page 1 Revised 1127103 Proeddure: In order to expedite issuance of permits provide all information as appropriate. Incomplete applications may result in delay in issuance of permit. In addition to the building data, the following information is required: 1. Manufacturer's Test Report with Uniform Structural Load(psf) 2. Installation Procedures 3. Window Description/Type 4. Garage Door Description/Type 5. Skylights Description/Type 6. Hurricane Shutter Description/Type 7. Elevation View of Window Locations I hereby certify that all information provided with this application is correct. ` / Signature of Owner: Date: Lf_a VL"t,j 7 2,)o I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of the 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 federal,state or local rules,regulations,ordinances,or laws in any manner,including the governing of construction or the performance of construction of the property. I understand that the issuance of this permit is contingent upon the above information being true and correct and that the plans and supporting data have been or shall be provided as required. Signature of Contractor: Date:—� (2j 2-Od Address and contact information of person to rec rve all correspondence regarding this application(please print). Name: :E, `( ,Io,1t'ps Mailing Address: e S I b- 1 J? D f } Telephone: _?_4t -a;'Aq Fax: FSS E-Mail: A0AW3Q AS TO OWNER: Sworn to and subscribed before me this day of 01C-C, State of Florida,County of Duval < �--- Notary's Signature: V1, Aar0, JENNIFER GUTHRIE ary Public,State of Florida ❑ Personally known mm.expires Oct.27,2007 2'froduced identification /moi No.DD 262421 L..� r Type of identification produced AS TO CONTRACTOR: Sworn to and subscribed before me this day of ,20 State of Florida,County of Duval Notary's Signature: ❑ Personally known ❑ Produced identification Type of identification produced 800 Seminole Road Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800 Fax: (904)247-5845 http://www.ei.atiantic-beach.fl.us Page 2 Revised 1/27/03 ii yr r ' CITY OF ATLANTIC BEACH '-�J1353 OWNER/BUILDER AFFIDAVIT Date: 7 20� Job Address: 44-c -c CHAPTER 489,FLORIDA STATUTES,PART 1 "CONSTRUCTION CONTRACTING"REQUIRES OWNER/BUILDER TO ACKNOWLEDGE THE LAW: DISCLOSURE STATEMENT FOR SECTION 489.103(7),FLORIDA STATUTES: STATE LAW REQUIRES CONSTRUCTION TO BE DONE BY LICENSED CONTRACTORS. YOU HAVE APPLIED FOR A PERMIT UNDER AN EXEMPTION TO THAT LAW. THE EXEMPTION ALLOWS YOU, AS THE OWNER OF YOUR PROPERTY, TO ACT AS YOUR OWN CONTRACTOR EVEN THOUGH YOU DO NOT HAVE A LICENSE. YOU MUST SUPERVISE THE CONSTRUCTION YOURSELF. YOU MAY BUILD OR IMPROVE A ONE— OR TWO FAMILY RESIDENCE OR A FARM OUTBUILDING. YOU MAY ALSO BUILD OR IMPROVE A COMMERCIAL BUILDING AT A COST OF $25,000.00 OR LESS. THE BUILDING MUST BE FOR YOUR USE AND OCCUPANCY. IT MAY NOT BE BUILT FOR SALE OR LEASE. IF YOU SELL OR LEASE A BUILDING YOU HAVE BUILT YOURSELF WITHIN ONE YEAR AFTER THE CONSTRUCTION IS COMPLETE, THE LAW WILL PRESUME THAT YOU BUILT IT FOR SALE OR LEASE, WHICH IS IN VIOLATION OF THIS EXEMPTION. YOU MAY NOT HIRE AN UNLICENSED PERSON AS YOUR CONTRACTOR. YOUR CONSTRUCTION MUST BE DONE ACCORDING TO THE BUILDING CODES AND ZONING REGULATIONS. IT IS YOUR RESPONSIBILITY TO MAKE SURE THAT PEOPLE EMPLOYED BY YOU HAVE LICENSES REQUIRED BY STATE LAW AND BY COUNTY OR MUNICIPAL LICENSING ORDINANCES. ORDINANCES ALSO ALLOW AN OWNER TO IMPROVE THEIR OWN PROPERTY WHEN IT IS FOR PERSONAL OR FAMILY USE, AND LIKEWISE REQUIRE ALL WORK (EXCEPT MAINTENANCE UNDER$2,000)BE UNDER A BUILDING PERMIT AND PASS ALL NORMAL INSPECTIONS. THE ORDINANCE STATES OWNERS MAY PHYSICALLY DO WORK THEMSELVES;OR MAY HIRE UNLICENSED WORKERS PROVIDED SUCH WORKERS BE UNDER"DIRECT SUPERVISION OF THE OWNER,WHO MUST BE ON THE JOB AT ALL TIMES WHILE WORK IS IN PROGRESS BY UNLICENSED TRADES PEOPLE." THIS DOES NOT ALLOW USE OF UNLICENSED CONTRACTORS. SINCE OWNERS MAY BE LIABLE FOR INJURIES TO WORKERS THEY HIRE, THE BUILDING DEPARTMENT SUGGESTS WORKER'S COMPENSATION INSURANCE BE PURCHASED UNDER THE HOMEOWNERS INSURANCE POLICY TO CLEARLY PROTECT THE OWNER, OWNERS HIRING WORKERS BECOME EMPLOYERS AND SHOULD ALSO OBSERVE IRS WITHHOLDING TAX AND/OR FORM 1099 REQUIREMENTS ON THE WORKERS THEY EMPLOY ON THEIR IMPROVEMENT TRADES. UNLICENSED CONTRACTORS CANNOT BE EMPLOYED UNDER ANY CIRCUMSTANCES. OWNERS BEING SUBJECT TO $5,000 PENALTY UNDER FLORIDA STATUTE NO. 455-228(1). AN "OCCUPATIONAL LICENSE" IS NOT ADEQUATE. THE OWNER SHOULD PHYSICALLY SEE THE COUNTY"CERTIFICATE OF COMPETENCY"OR THE FLORIDA "CONTRACTORS CERTIFICATE" TO ASCERTAIN IF A PERSON IS A LICENSED CONTRACTOR. TELEPHONE THE BUILDING DEPARTMENT(247-5826)IF IN DOUBT. I HEREBY ACKNOWLEDGE TtLI T I HAVE READ THE ABOVE DISCLOSURE STATEMENT AND THAT I COMPLY WITH ALL THE REQUIREMENTS FOR THE ISSUANCE OF AN OWNER-BUILDER PERMIT. /A a4 PROPERTY OWNEIj/ UILDER SWORN TO AND SUBSCRIBED BEFORE ME THIS r DAY OF OfC-- 20L->" A p� JENNIFER UTHRIE �'C''{ Notary Public,State of Florida N Y PUBLIC My comm.expires Oct. 27, 2007 MY COMMISSION EXPIRES: NOTE: PI IRASE0J1%W&ED VE. Pelta FPAS Approval Numbers Last updated November 22, 2004 Joe Hayden Pelta Product Line Description Brand Team FPAS No. SCCH Architect Series Clad Circle Head Arch.Series FL2307 SCCM,DCCCM Architect Series/Classic Clad Vent Casement Arch.Series FL431 SCCMFX,DCCCMFX Architect Series/Classic Clad Large Fixed Casement Arch.Series FL437 ASCCMFX,DCCCMFX Architect Series/Classic Clad Vent-Size Fined Casement Arch.Series FL437 ASCSF,DCCSF Architect Series/Classic Clad French Sliding Door Arch.Series FL955 ASCSF,DCCSF Architect Series/Classic Clad French Sliding Door(Impact) Arch.Series FL2307 ASCSF,DCCSF Architect Series/Classic Clad French Sliding Door(Impact) Arch.Series FL3131 SCSFFX,DCCSFFX Architect Series/Classic Clad French Sliding Door Fixed(impact) [a— DCCDH, FL3133 SWDH,DCWDH Architect Series/Classic Wood Double Hung FL432 DCCAW,ASCAW Architect Series/Classic Clad Awning FL430 DCCDH,ASCDH Architect Series/Classic Clad Double Hung FL432 ASCDH Architect Series/Classic Clad Double Hung-Bottom Pivot Arch.Series FL432 DCCLA,ASCLA Architect Series/Classic Clad Large Awning Arch.Series FL430 DCCSF,ASCOF Architect Series/Classic Clad Outswing Door Arch.Series FL437 DCCSF,ASCOF Architect Series t Classic Clad Outswing Door Arch.Series FL2644 CCOF,ASCOF(A.P.) Advanced Performance Outswing Door(Architect Series) Arch.Series FL429 DCCSF,ASCOF(A.P.) Advanced Performance Outswing poor(Architect Series) Arch.Series FL2644 DCCOFFX,ASCOFFX Architect Series/Classic Clad Outswing Fixed Door Arch.Series FL438 DCCOFFX,ASCOFFX(AP) Advanced Performance Outswing Fixed Door(Architect Series) Arch.Series FL1821 DCCPD,ASCPD Architect Series/Classic Clad Precision Fit DH Arch.Series FL432 DCWAW,ASWAW Architect Series/Classic Wood Awning Arch.Series FL430 DCWCM,ASWCM Architect Series/Classic Wood Vent Casement Arch.Series FL431 CWCMFX,ASWCMFX Architect Series/Classic Wood Fixed Casement Arch.Series FL437 DCWOF,ASWOF Architect Series/Classic Wood Outswing Door Arch.Series FL433 DCWOFFX,ASWOFFX Architect Series/Classic Wood Outswing Fixed Door Arch.Series FL433 DCWOFFX,ASWOFFX Architect Series/Classic Wood Outswing Fixed Door Arch.Series FL2644 DCWOFFX,ASWOFFX Architect Series/Classic Wood Outswing Fbced Door Arch.Series FL2644 DCWPD,ASWPD Architect Series/Classic Wood Precision Fit DH Arch.Series FL432 DSCTR Designer Smart-Sash Hinged Door Transom Arch.Series FL2307 SPCCH Support Products Clad Circle Head Arch.Series FL2307 SPCFF(A.PJ Advanced Performance Clad Frame Arch.Series FL3133 SPCFF(impact) Hurricane Shield Clad Frame(screwed-on stops) Arch.Series FL584 SPCFF(interior glazed) Interior Glazed Clad Frame Arch.Series FL2307 SPCFF(interior glazed) interior Glazed Clad Frame Arch.Series FL3508 SPCFF(interior glazed) interior Glazed Clad Frame Arch.Series FL3508 SPCFF(interior glazed) Interior Glazed Clad Frame Arch.Series FL3508 SPCFF(interior glazed) Interior Glazed Clad Frame Arch.Series FL3508 SPCFF(interior glazed) Interior Glazed Clad Frame Arch.Series FL3508 Page 1 of 4 n L N m _ _. a, po q � F(11�(I 2 PROVIDE CONT. REGLET 5 yB, O l�& NOTCH. APPLY CONT. BEAD z O OZ f OF 5EALANT AFTER O 3 raj g� REGPTOR 15 IN PLACE. I" 3 y2 58 r D FRAME EXPANDER (1 x fi, RECEPTOR #12Al. SEE TYP. � DC7 D Z DTL. XI, ON THI5 SHEET. FRAME TYPE MAY VARY fl A ui Cl HILTI 128 DW LOW EXPAN51ON �p _ FRAME EXPANDER. FIELD TRIM A5 REQ'D. SEE TYP. FOAM OR EQUAL. on DTL. Vi, 5HT. 1. D A- ADD PLYHOOD WHEN CLEARANCE EXCEEDS 1". pD a° -1 L TO L16HT OPENING �O-IIID WOOD TRIM. 6� JAMB EXTENSION ATTACH UNIT WITH 4" 5CREN5 WITHIN D.r -1 O 4" OF EACH CORNER AND 18" O.G.. ENSURE THAT 5CREH5 DO NOT Q INTERFERE WITH ROTO OPERATOR. fl L: O pp O HILTI 128 DW LOW EXPAN51ON e i 70 FOAM OR EQUAL AT FULL PERIMETER OF WINDOW. HEAD ,(EA ��>d RP1/1510N z A � �1 � 111 NOV N ;a N D z_ FOR HE5T COAST REPLACEMENT MARKET z 0 Too MIAMI- 00IANI I-DADE COUNTY,FLORIDA NIETRO-DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE(BCCO) 1.10 WEST FLAGLER STREET,_SUIT.E_I603_ _ PRODUCT CONTROL DIVISION- - - - 1 � f KIAMI,FLORIDA 33130-1563 CSI r sFj ,� (305 375-t901 FAX(303)375-2905 NOTICE OF ACCEPTANCE NOA ��'�'-''�� - �� AP , o v E o Pella Corporation DEC 5 2.004. E,ly'Il. ING OFFICF 102 Main St. � J 25 Pella,IA 50219 By: SCOPE: This NOA is being issued under the applicable rules and regulations governing the use o 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 t-he-Authority-Having-Jurisdiction 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 A_HJ (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 High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Aluminum Clad Outswing Wood French Door with Sidelites APPROVAL DOCUMENT: Drawing No. 1035, titled "Aluminum Clad Outswing French Doors", sheets t through 5 of 5, prepared by W. W. Schaefer,dated 1/5/01, signed and sealed by Warren % Schaefer, 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 IINIPACT RATING: Large and Small Missile Impact 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. RENEWAL 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 of any product, for sales,advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in 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 # 01-0124.05 and,consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No 02-1003.03 - Expiration Date: December 9, 2007 Approval Date: November 14,2002 Pella Corporation ACCEPTANCE No.: 01-0124.05 APPROVED NOY 15 2001 EXPIRES December 09, 2002 NOTICE Oh ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE 1.1 This revises the Notice of Acceptance No. 99-0712.02, which was issued on December 09, 1999. It approves an aluminum clad outswing wood French door with Sidelites, as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code, 1994 Edition for Miami-Dade County, for the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. 2---P-RG UC—T-713-ES-C-RI-P I'tOi 2.1 The Aluminum Clad Outswing Wood French Door with Sidelites — Impact Resistant, and its components shall be constructed in strict compliance with the following documents: Drawing No. 1035, Sheet I through 5 of 5, titled "Aluminum Clad Outswing French Doors," prepared by W. W. Schaefer Engineering & Consulting, P.A., dated 1/05/01, signed and sealed by Warren W. Schaefer, bearing the Miami-Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami-Dade County Product Control Division. These documents shall hereinafter be referred to as the approved drawings. 3. LUMITATIONS 3.1 This approval applies to single unit applications of pair of doors and single door with and without sidelites, as shown in approved drawings. Single door units shall include all components described in the active leaf of this approval. 4. INSTALLATION 4.1 The aluminum clad outswing wood French door with Sidelites and its components shall be installed in strict compliance with the approved drawings. 4.2 The installation of this product will not require a hurricane protection system. 5. LABELING 5.1 Each panel shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami-Dade County Product Control Approved". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance, 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installation. 6.1.3 Any other documents required by the Building Official or the South Florida Building Code (SFBC) in order to properly evaluate the installation of this system. Man el Perez, P.E. Product C tr Examiner Pro Control Division 7 Pella Corporation ACCEPTANCE No.: 01-0124.05 APPROVED NOV 1 5 201 EXPIRES December 09, 2002 NOTICE, OF ACCEPTANCE: STANDARD CONDITIONS 1. Renewal of this Acceptance (approval) shall be considered after it renewal application has been filed and the original submitted documentation, including test supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami-Dade County Product Control Approved", or as specifically stated in the specific conditions of this Acceptance. 3—Rencwafs-6< �zz�pCat�ccwilt no a const ere i . a) There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes; b) The product is no longer the same product (identical) as the one originally approved; c) If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product; d) The engineer who originally prepared, signed and scaled the required documentation initially submitted is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this off-ice, 5. Any of the following shall also be grounds for removal or this Acceptance: a) Unsatislactory performance of this product or process. b) Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other Purpose. 6. The Notice of Acceptance number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer need not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice ol'Acceptancc consists of pages I, 2 and this last page 3. END OF THIS ACCEP 't1NC1; Manu Pcrcz, I'.E., Product Contraniiiier Produ ontrol Division 3 71 1/4" MAX. FRAME WIDTH SEE 'CORNER 36- MAX.- SEE 'CORNET 36' MAC HEAD STRIKE DETAM-S- ON ALLOWABLE DESIGN LOAD •,roe.,, FASTENERS 5 yTMI 5 SHEET ' ON 57 5 POSITIVE NEGATIVE 6_ { (REF.) N� . i ,�.� 6' ^- ---I 6' t"" 4 _4 s 70 PSf 75, PSF a F'-- rTP. FOR ALL SINGLE k:MULTIPLE 6 DOOR UNITS. I I 26 I i HINGE TABLE ! wu 25 / 23 1 FASTENERS FAIE FRSTENE;S I \/FAS ENERS DOOR MINIMUM N0. \ FRAME HEICHT HINGES gEOUIRED / I (REF.) (REF.) I (RE .) i 24 1/2 I \ 24 t/2' 2< t 2 82' OR LESS 3 83' TO 95.5' 41 MAX D.L.O. j \ MAX. D.L.O. i MAX. O.L. NOTES I I. APPLICABLE FOR 4' ,Y;8' MINCES c I = t I \ 1 2. HINGE LOCATIONS = 8i 1/4' 0 FROM TOP k BOTTOM RAIL CORNERS / O = TO CENTER OF HINGE A DUALLY z 2 X 22 I X q �, O l W X SPACED BETWEEN. rn o PARTIALT O I /` O W7r �rv� 1 INACTIVE ACTIVE 3A I x 3C I < ACTI < 0. f I x 3 3 `� I z z o z�ry 25 _ v �gy a oa.o a I / z 0 M / _ -❑ v Y ( ` z / 3 FATE ERS\ 3 I / / THRESHOLD f /THRES LO (REF.) FASTENERS I FASTEN RS p u 27 11 I (REF.) I (REF.) z ; SILL STRIKE I w R' ( u W{u FASTENERS I REF.) mD z „Z� 4- � 5 6. SINGLE FIXED INC P AB -'o-t DOUBLE OPERABLE �" y3x GENERAL NOTES 1, THI$ PRODUCT 5 DESIGNED TO MEET THE SOUTH EXTERIOR ELEVATIONS TYP. FIR ME To OPENING Ab CHORS: K FLORiOA BUILOING COO' 1994 EDITION FOR 1. FRAME TO 2X_ BUCK: NO. 10 WOOD CREWS WITH MIN. 1 3/8' MIAMI-DARE COUNTY, BUCK EMBED SPACED PER ELEVATIONS. 2. WOOD BUCKS BY OTHERS, MUST BE ANCHORED 2. HEAD STRIKE TO 2X_ BUCK: 4 NO. B .H. S.S. WOOD SCREWS A� PROPERLY TO TRANSFER LOADS TO THE THROUGH FRAME h MIN. 1 1/4' INTO UCK. o o srRucivaE. PRODUCOESCRIPTION 3. SILL STRIKE TO 29_ BUCK: 2 NO. 10T.H. S.S. WOOD SCREWS }' 3. PRODUCT ANCHORS SHALL DE AS LISTED AS FRAME CONSTRUCTION: THROUGH OUTER SILL h INTO BUCK MI . 1 3/8-. \� �i SPACED AS SHOWN ON DETAILS.ANCHOR - I - EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND SELECT SOFT WOOD,FINGER JOINTED WITH 4, THRESHOLD TO 2X_ BUCK: NO. 10 S. WOOD SCREWS WITH MTH APPROVED ASCOAIPLYINGIMTNTHE ¢o is WALL FINISH OR STUCCO. CLEAR PINE VENEER. EXTERIOR SURFACE CLAD 1 3/8' BUCK EMBED SPACED PER EL ATK)NS. WITH ALUMINUM. SOLID ALUMINUM EXTRUDED 5. HINGES TO 2X_ BUCK: 2 NO. 12 S-S. 0 SCREWS WITH MIN. OutT� BIL ��Dpeo�E 4. IMPACT RESISTANT E GIVEN NOT HES UNLESS b i'r I�B]�i.Ri+-, L SAL 13/8- BUCK EMBED. DA J S.All DIMENSIONS ARE GIVEN IN INCHES UNLESS 6. FRNA_E. STRIKES. THRESHOLD h HINGES TO BLOCK/CONCR.: ar cn A OTHERWISE sHowN. PANEL CONSTRUCTION: - _ 6. LATEX OR SILICONE CAULKING SEALANT SHALL BE SELECT SOFT WOOD.FINGER JOINTED WITH 3/16 TAPCONS REPLACE NO. 8 k TO SCREWS: V4- TAPCON PRODS DIVISION USED BETWEEN ALUMINUM CLADDING AND WD00 CLEAR PINE VENEER. EXTERIOR SURFACES REPLACES NO. 12 SCREWS. (ALL WITH IN 11/4 BLOCK/ 1035 BUCK. CIAO WITH ALUMINUM. CONCRETE EMBED) i WE COMPLWICE OFFICE 1 ACCEPTANCE IICO I��L Z.Y-OS 1 5 J I i 144- MAX. OVERALL w out t 3/8' 3/8' SEE CORNER 36" MAX. 71 1/4- MAX. FRAME WIDTH 36" MAX. 4.500 0.250 3 DETAILS' ON HEAD STRIKE 4,000 SHEET 5 6" 3" 6� FASTENERS AS7�ERS 5 5-( 1 3" 6 2 6" O 4 (T 4 N it 0.730 COUNTERSUNK HOLES FOR —Tu 4 NO. 8 S.S. F.H. WOOD SCREWS, 26 (3/16- TAPCONS IF INTO FRAME I \ FRAME // BLOCK/CONCRETE) E FASTENERS 25 2s I �\ FASTENERS 25 HEAD STRIKE (REF) i (REF.) 6063-T6 ALUMINUM 24 1 MAX/D.L.O. I \ MAX. O.L.O. 6.375 i \ 0.375 0.375 ( Z 0 � 3A OSB X 22 i X 3B 3C u r I 0.075 o m u`Jo o u O _ 3 S 0 O O 0 "S n COUNTERSUNK_HO FOR INACTIVE I ACTIVE < i 1 � 3 N0. 8 X 3 S.S. F.H. 0 S g- o, ^ W000 SCREWS. 0 3 oa;c 28 JAMB STRIKE = O. 24 v I - BRASS ', Z \ I / 0.312 .31 0.555 U Y I Z ; THRESHOLD ( THRESHOLD = / FASTENERS \2S FASTENERS - w ��^ (REF.) 27 I ' (REF.) 0.664 0.555�� v ZIL„a_ I HOLES FOR'2 NO. 0 $RL STRIKE Z mti Z I I FASTENERS 10 F.H. w00D SCREWS I (REF.} 0.273 (3/16' CKI/C S WHEN La-IH ESE Wi0 BLOCK%CDNCR.) _ 2.230 0.540 _` 6 3 5 5 3 6-SILL STRIKE I 6" 6" 6063-T6 ALUMINUM a 'I i DOUBLE OUTSWING WITH SIDELIGHTS 3 MAXIMUM COMBINATION OF 4 PANELS STRIKE DETAILS (PANELS MAY BE ANY COMBINATION OF ACTIVE OR INACTIVE) _iI EXTERIOR ELEVATIONS Q FOR FASTENER, HINGE AND DESIGN LOAD APPROVED AS COMPLYItc YMTN THE sg INFORMATION, SEE SHEET t. SOUTH w a NUY h �coDE 5 RY c/7 s PROOI T OTlrROLomsioN 9MOK CODECOMPEQNCEIce 1035 ACCEPTANCE MOO L-Elk 214-0SMEEI.m. 2 or 5 I I i pin".n:� . s 1/4' MAX. SHIM ) 0 FRAME TO 1/4' MAX. SHIM FRAME WIDTH nni. + avom BUCK FASTNERS (REF.) N0. 10 FRAME 70 PUCE ON7. 1/5BEAO OF 1 24 BUCK FASTNERS (REF.) 24 STRUCTURALFAST SILICONE SEALANT CK k BUCK d 2 I - BETWEENASTRIGAL k STILE FASTENERS BY OTHERS 11 33 s 2 3 2 INSIDE % $ \ 29 ] 29 \ O 15 V -------SEE GU3ING DEUR 17 O 1 ° 15 1B N SHEET 4 31 Z2 22 11 32 13 2s OUTSIDE Z 15 LBUCK & BUCK 2 NO. 12 HINGE HORIZONTAL CROSS SECTION F �wO—o FASTENERS BY SCREWS TO BUCK OTHERSDOUBLE UTSWING PER'HINGE (REF.) 3 OaIr 0 I HORIZONTAL CROSS SECTIONwc0i <`e 3 SINGLE DUTSWING LOCKING STILE w 'S W e W - - = a U 2 w MAX. OVERALL FRAME WI01H MAX. 3 SHIM CORRUGATED FASTENER WITHIN I $HIM In 3 _ 4 N0. 10 X 3' r.H. WOOD SCREWS 4' OF ENDS A, MAX. 12* O.C. 1 4' 1/4 WITHIN B OF CORNERS & EQUALLY / O 0. 10 FRAME TO SPACED o BUCK FASINERS (REF.) WOOD CAP _ 1 u 2 ND. 12 X 2' 1 INSIDE GIDE FIXED PANEL STOPS AT i E5 2 HINGE SCREWS TO BUCK � 2 MULl10NS CONTINUOUS 70 Z w ti" PER HINGE (RE(.) \ .� / JAMB WITH PVA WOOD GLUE j j Sao 29 3 29 3 ly N.3. 31 O O ��SEE GLAZING DETAIL 1s 17 34 15 17 ON SHEET 4 13 CDHI. WOOD SPACER ,S 31 OUTSIDE AROUND FIXED PANEL 1932 3A CROSS SECTION 313 HORIZONTAL CROSS SECTION 3C CROSS, SECTION „g ? FIXED PANEL JAMB 3 DOUBLE OUTSWING W/FIXED PANELS3 FIXED ANCL JAMB ¢ �x:PRO AS COMPLYf10W ,,,RIGHT & LEFT SIDES ARE TYPICAL SOVTm DING Inr 04 E '•`7-I J (FOR DETAIL OF ASTRIGAL & MEETING STILES, SEE SECTION 1/3) SY PRO ,r ONrgoL ornsoN 1035 I x.,%c Com COFAPUANCE OFFICE s�cCl ra J ACC.EFTAf - 3 � 5 i 4 NO. B HEAD STRIKE N0. 10 FRAME TO N0. 10 rRAME TO 1/4 (6mm) SCREWS (Rfr.)— / BUCK FASTNERS (REr.) BUCK FAS7NERS (REF.) ANNEALED G05S _ �o"•rcv« — 0.090 DUPONT SENTRY C.t ASS PIUS (SGP) I411CK h UUCK ! 1/4 MAX SHIM BUCK h BUCK 1 \ 1/4" MAX SHIM 1/4- 6mm ASU Nt Rs BY r FASTENERS BY F ANN(ALED GLASS 01HCRS �- OTHERS --I- 9/t6' [10W CORNING 849 ( i OR 962 SILICONE 'g L?)� 2G \ ' 12 5 29 �1 i5O JS 29 II 0.908" BTC 4 17 4 17 4 / 3 4 9 i7 L 1 11 0} 17 \ /��1 O ni�U SEE GLA21N - SEE GLAZIN TDHIS SHEET (\ v� THIS SHEEET l\. "� GLAZING DETAIL Icr 0 5 a OUTSIDE INSIDE OUTSIDE wSIDE 5 36 10 J6 10 o z 7 7 a 27 20 0 JO w G Z& 21 12 12 ^ CONI. roAM. BACKER ITOD CONT, fOAM wRAPPC 6 --ATO. 10 INNER SILL SCREWS BACKER ROD 4r0. 10 INNER SILL SCREWS AT CORNERS (2 AT EACH THRESHOLD CND WRAPPED 6 (2 Al EACH 1HR[SHOLD [NO 3 3 Z k 5 Off CORN[RS) WITH AT CORNERS 2 A S OFF CORNERS) WITH N0. 10 SILT STRIKE i 1/4 MIN. EMBED 1 1/4 VIN. [MEED. SCREWS (2 PER STRIKE) 3/16' IAPCDN IF IN70 NO. 10 TI-RESHOLD SCR[WS 3/16- TAPCON If INTO (REF.) BLOCK/CONCR. WIRH 1 1/4" OR 3/16"TAPCON5 (REF.) BLOCK/CONCR. WI1H 1 1/4" o c W^ NO. 10 THRESHOLD SCREWS EMBED ), EMBED OR 3/16" TAPCONS (RCF.) u �o VERTICAL CROSS SEC11ON 2 VERTICAL CROSS SECTION_ /) FIXED DOOR APPROVED AS COMPtTWG WITH DIEu O 3W 4 DUISWING DOOR w CONTINUOUS S.S. BAR AT TOP h BOTTOM BY Of PANEL NOT SHOWN FOR CLARITY. - PR CONTROL '"•"" � SEE SHEET 5 FOR DETAILS Of BARS. lO3S 9UKU CpM041AHCE OFFICE 4CCEPTANCENO{1_-LtA.OS Duw w [M,mA, JAMB BILL OF MATERIALS 11EM j ITEM DESCRIPTION MANUFACTURER/NOTES PARTS WOOD SCREWS f.H 0.048" X 1.125- --moi= 1 JAMB FRAME MEMBER 5.189*0.998 WESTERN PINE 3 5,5- FLAT BAR 2 IPANEL STOP 1.122X0.592 1 WESTERN PINE CDN7. 3 STILE }.84X1.839 WESTERN PINE NO. t0 x 17/]2- TYPE -2 N0. lZ X 4- F N. WESTERN PINE AB THREAD W/N0. 8 7 WOOD SCREWS 4 TOP RAIL 3.911X1.1139 PHILLIPS (.m DRIVE I WESTERN PINE (2 PER CLAD CORNER) 5 807TDM RAIL 8.172x1.839 WESTERN PINE k 6 INTERIOR GLAZING SIOP 0.7$x0.877 I__ 7 THRESHOLD 1.621X0.997 WESTERN PINE y Loa mm B THRESHOLD EXTENSION 1.63 X 1.247 WESTERN PINE 1 t-- WESTERN PINE ti i m 9 INNER SILL 1,558X0.997 j 10 BOT10M RAIL PANEL FILLER .816x1.127 WESTERN PINE 11 ASTRIGAL 2.817X2.394 WESTERN PINE JAMB ClAODWG 1 12 OUTER SILL 4-62991,652%0.0 1HK. 6063-T6 ALUMINUM JAMB CORNER DETAIL 13 JAMB FRAME CLADDING 1.53cAXO.996XO.045 IHK. 6063-T6 ALUMINUM CORNER SEALED WITH 1/4- BEAD Of t14 HEAD DRIP CAP 1.126X0.6115.0.04 THK. 6063-T6 ALUMINUM SILICONE ADHESIVE I 3 NO 12 x 4' T.H 15 STILE & TOP RAIL CLADDING .44XO.SXD.235 1HK. 3003-H14 ALUMINUM Z W000 SCREWS 1 _ 16 BOTTOM RAIL CLADDING 7.684X0.5XO.0235 THK. 3003-H14 ALUMINUM 1 17 GIwZINC BEAD 0.594X1.069X .0235 THK. 3003-H14 ALUMINUM pa __ 18 AS7RIGAL COVER 1.345XO.B1%0.047 THK. 606]-i6 ALUMINUM ,t- 2 19 MULLION COVER 0.734XO.32790.047 7HK 6063-76 ALUMINUM 1 N U w JAMB I 20 PANEL FILLER COVER 0.319X1059XO.04 THK. 300}-H14 ALUMINUM I p r„Sa 1 21 SILL SHIM SI VI-RIGID PVC W a 1 1 HARDWARE = o I 22 3-POINT LOCKING SYSTEM BY GU HARDWARE FOR PELLA U 23 FLUSH BOLT 70P &.BOT. BY CU HARDWARE FOR PCLLA ?� 24 HANDLE ASSEMBLY BY CIFAL FOR PELLA i _ EE 9 C 25 4 112- 606}-T6 ALUM HINGE BY PELLA WITH S.S. PIN 12 8 % 3 F.H. 1 6063-16 ALUMINUM 3 WOOD SCREW 1 26 HEAD STRIKE PlA7E 27 SILL STRIKE PLATE 6063-T6 ALUMINUM 3 2 N0. 6 X Z" e l f 1 BRASS O o w f.H. WOOD SCREWS ?11 JAMB SiR{KE PLATE I ^: SEALS & SEALAN15 ® NO. 10 X 17/32- TYPE NO. 6 % 1 F.H. WOOD SCREW AT 29 JAMB & ASTRIGAL WCAIHERSTRI PVC L) AS THREAD WIND. 8 Max. 3" O.C. STAGGERED (BAR TO 30 SILL WEAIHERSTRIP 1 PVC � a M` ® PHILLIPS F.H. DRIVE Z PANEL: 71P. TOP & BOTTOM) MISCELLANCOUS FASTENERS Z (2 PER CLAD CORNER) . - X 1!)25- z y� S.S- FLAT 31 14 NO. 12 S.S. HINGE SCREWS HINGC TO STILE 3 ¢G X80 JAMB TO SILL CONT. (IYP. AT 32 12 NO. 12 S.S. HINGE SCREWS I HINGE 10 JAMB CORNER DETAIL OPERABLE DOOR }} 4 NO. 8 x 3' S.S. F. woDD SCREW ASTRILAI 10 INACTIVE PANEL: WITHIN 3 i PANELS ONLY) Of ENDS & (DUALLY SPACED'1 = uO aa_ CORNER SEALED W11H 1/4- BEAD OF PANEL CORNER DETAILS 34 N0. 8 X 3- S.S. F.H. wOOD SC Ew5 JAMB 10,CORNERS FIXED PANEL:11WilHIN''4" Of t j#,a 8.'Y SILICONE ADHESIVE & BUTYL TAPE CORNERS SEALED WITH 1/8" BEAD OF - POLYURCIHANE SEALANT/ADHESIVE 35 D.I1 X 1 1/2" RING SHANK N L INTERKIR'�GLA21NC STOP TO PANEL: WITHIN 3 3" Of CORNERS & MAX. 8" 01C. 36 4 N0. 10 X ] 1/4- 5.5. F.H. WS ?- FROM CORNERS & E0. SPACED 1.495OTHER N� I ` }7 ALUMINUM SNAP-ON JAMB CLADI FIN OPTIONAL. / 38 JAMB CLAD CORNER KEY NYLON Y \ 1~z � APPROVED AS COMPLTIRG"IH TFk 0-644 J SwourHAff 0-544 eY CORNER KEY °R GTCOHfOLD1N51ON 1035 v W. BUX CODE COMPLWK:E 'ICE st-( ACCEPTANCE RD l2 L1.OS 5 a 5 I FLORIDA BUILDING CODE, 2001 DESIGN PRESSURES FOR HURRICANE PROTECTIVE DEVICES (VERSION 1.0) p"w £% BUILDING QATAn r fit . r, �, :; Wind Velocity(mph) 120 Company Pella Importance Factor 1.00 Prepared By Cheryl 731-8033x20 Exposure Category C STRUCTURES Directionality Factor(kd) 0.85 . Client Name Daffin Oakley Internal Pressure Coefficient± 0.18 INTERNATIONAL,LLC Job Description 54 Oceanside Drive Mean Roof Height(ft) 35 �,�� Atlantic Beach,FL 32233 Building Width(ft) 40 Building Length(ft) 67 Roof Slope (x:12) 4 Job Number � •*yik '�A{ „„.. x P�, ,vas�_��OfI��G•if� O��C� �4 M1 � � .E �� i. . DEVICE DEVICE LOCATION DEVICE DEVICE DIMENSIONS MAXIMUM POSITIVE MAXIMUM NEGATIVE MARK DESCRIPTION ZONE ELEV.(ft) WIDTH(in) HEIGHT(in) PRESSURE( s PRESSURE sf) 5 2 wide Casement 5 43 43 36.9 -49.0 casement 5 33 33 37.5 -50.2 casement 5 21` 21 37.5 -50.2 Hinged Door 5 36 82 35.8 -46.7 Sliding Door_ 5 72 81 34.1 -43.4 Width of End Zone(a)In feet= 4 I I DEC 15 2004 I S 5 i 7' BY: FBC3v10.xls Copyright 2002,Structuresinternational CLQ `~ ---- 12/15/2004 �I CENTER OF CENTER OF WINDOW WINDOW owes K11 �,KS WINDOW WINDOW WIDTH > `L" WIDTH > "L` 1._4 _ MULLION LENGTH LOAD WIDTH r————— T SEE SHEET 3 FOR MULLION LOAD I—j _ TYP• MULLION AREA CONSIDERED I / I X-SECTIONS. t —71 MULLION LOAD m / { I� AREA SEE MULLION II o I �— I CENTEROF 11 1 END SUSEE PPORT II CONSIDERED DEND EfAII ON SHEETS W' ^A• I I m II s�HtiS 3 II. SHEETS 3 II o< I I) SEE SHEET 3 FOR B. {{ n I // TYP. MULLION LOAD WIDTH I_ U I I II I{ X-SECTIONS. = A + 8 MULLION [— LOAD AREA I % II FlXED WINDOW TO FIXED WINDOW SEE MUWON END CONSIDERED II II Z WHEN WINDOW WIDTHS ARE GREATER III SUPPORT DETAIL THAN THE MULLION LENGTH II i ON SHEETS 3I II SEE SHEET 3 FOR II g (SEE LOAD TABLE 1.0) M. MULLION I II X-SECTIONS. II �. I{ MULLION LENGTH F w-o0 J { ,_oo SEEMIUWON r---_--_----_—", on I I ---------� &!K END SUPPORT � SEE MUWON END SUPPORT o_ A" = LESSER OF (MULLION LENGTH/2) OR (TRANSOM HEIGHT/2) I I ¢ i DETAIL ON I DETAIL ON SHEETS 3 { CENTER OF < i "B" = MULLION LENGTHf2 I I / SHEETSII.3 "A" +I- - 7 N WINDOW N a SINGLE WINDOW OR DOOR WITH FIXED TRANSOM II o W (SEE LOAD TABLE 1.0) LL _——=�J N a NOTE: WINDOW/DOOR MAY BE ANY FIXED OR OPERABLE UNIT / NOTE: MULLION MAY BE HORIZONTAL OR VERTICAL •B^ "A"—-- ` /v W FIXED WINDOW TO FIXED WINDOW WHEN WINDOW WIDTHS 3 ARE LESS THAN OR EQUAL TO THE MULLION LENGTH SEE SHEET GENERAL NOTE (SEE LOAD TABLE 1.0) FO%LION• I ( / \ I { o i BALL DRAWING SHEETS): NOTE: MULLION MAY BE HORIZONTAL OR VERTICAL ✓ �, -' z 9 T 1. DOORS & WINDOWS SHALL BE UNDER SEPERATE N.O.A. SEE THE X-SECTIONS. .B. I 'I I CENTER OF W 3�F PRODUCTS SPECIFIC N,O.A. FOR THEIR USE. I r WINDOW/DOOR j gm I' 2. THESE MULLION SYSTEMS HAVE BEEN ANALYZED AND CERTIFIED �{ ULLION 0 FOR DESIGN PRESSURES NOT TO EXCEED THOSE SHOWN IN THE { I I ` { LOAD TABLES. I \ I i / I LOAD W 3. OPENINGS, INCLUDING BUCKS (IF USED AS SUPPORT), MUST BE 10. MULLION LENGTHS & LOAD WIDTHS ARE RESTRICTED BY { / I AREA Sa Iz i DESIGNED & CONSTRUCTED TO WITHSTAND WIND LOADS TRANSFERRED THOSE SHOWN IN THE TABLES. CONSIDERED �o� ^ 4. ALL MATERIALS THE NS END& FASTENERSHSHALL BE IN ACCORDANCE WITPORTED H 11. THE LOADS IN THESE TABLES CONSIDER WORSE CASE OF I [_ _�� L/—— J I 10 =a e THESE DRAWINGS & MAY NOT VARY UNLESS SPECIFICALLY MULLION STRESS, DEFLECTION AND ENC REACTION. MENTIONED ON THE DRAWINGS. 12. ANY CONDITIONS NOT COVERED IN THIS CERTIFICATION SHALL L————BE TO 5. THESE MULLION SYSTEMS HAVE BEEN DESIGNED IN ACCORDANCE WITH 13. ALL PLATECMULLLONSERATE SHALL BEINEERI6061NT6 ALUMINUM. ALL DOUBLE PANEL DOOR OR CASEMENT WINDOW (IN ; THE FLORIDA BUILDING CODE (FBC) FOR HIGH VELOCITY HURRICANE CONNECTION CLIPS SHALL BE MIN. 316; STAINLESS STEEL. A SINGLE FRAME) WITH A SINGLE FlXED TRANSOM ZONES (HVHZ). 14. PLATE MULLIONS MUST BE CONTINUOUS FROM END TO END. 6. ANY ALUMINUM CLAD WOOD PRODUCT APPROVED WINDOW/DOOR MAY 15. WHEN VERTICALLY STACKED, THE MANUFACTURER/INSTALLER (SEE LOAD TABLE 2.0) u 'W� BE SUPPORTED BY THESE MULLIONS PROVIDING THEY ARE PROPERLY SHALL INSURE THAT THE DEAD WEIGHT OF THE ABOVE NOTE: DOORS & WINDOWS MAY BE SWING OR SLIDING. Y ANCHORED TO THE MULLION & THE FRAME CROSS SECTION 1S NO WINDOWS WILL NOT CAUSE UNDO STRESS ON THE BELOW - Nd SMALLER THAN THE FRAME SECTIONS SHOWN IN THE MULLION DETAILS. WINDOWS. THESE MULLIONS ARE DESIGNED TO SUPPORT 7. ALLOWABLE PRESSURE ON THE MULLED UNIT SHALL BE CONTROLLED WIND LOAD ONLY & ARE NOT CONSIDERED TO SUPPORT I °f �} t� G3 \ 3a BY THE LESSER ALLOWABLE PRESSURE OF THE MULLION OR THE _ ° taa INDIVIDUAL DOOR WINDOW UNITS. DEAD LOAD OF THE WINDOWS/DOORS. CI�'�CliF �i j:a.NTI^ BEACH / 16. THIS MULLION PRODUCT HAS BEEN TESTED IN ACCORDANCE G � 8. WINDOW/DOOR SIZES SHALL BE AS RESTRICTED BY THEIR OWN WITH FLORIDA BUILDING CODE PROTOCOLS TAS-201, BU 1L�I!I'+v & �C)N NG 3 INDIVIDUAL APPROVALS. TAS-202 & TAS-203 FOR LARGE MISSILE IMPACT, ow�wnc No. 9 RESPECTIVE WINDOW/DOOR. APPROVAL DRAWINGS/SPECIFICATIONS IFOR THE 17. THESE ED RATES WINDOWS ACCEPTABLE FOR USE WITH IMPACT & DEC V 2004 °4 MULLION LENGTH MULLION LENGTH MULLION LENGTH krS �•s MULLION SEE MULLION END SEE MULLION END SUPPORT SEE MULLION END SUPPORT 1-14 ✓/144tH ———____= SUPPORT DETAIL DETAIL ON SHEETS 3 DETAIL ON SHEETS 3 LOAD AREA ON SHEETS 3 r— —————————— ——I I-I — rr— T_ CONSIDERED CENTER OF I // MULLION LOAD AREA CONSIDERED I CEONTER �II III I III it CENTER II I WINDOW .A. TWINDOW "A" WINOF DOW 1 SEE SHEET r lF-> _ 3 FOR TYP. a m o ur x cv MULLION 3+ 3+ III I o> X-SECTIONS. + a s a< W 3 0 p� o N •g• CENTER _ CENTEROF � III III I I III OF SEE SHEET III I I WINDOW .e I I I i t I WINDOW III /' III III IIIII M3 FOR ULLONT'P II III III III IIIII I I+ CENTER II L�'J III L X SECnONS• III (— '/J II ILS— _JILL—JJILL_JJ FOR TYP..SEE 3 LI --_=JAL=__j L— ==J1L=—JJ X-SECTIONS. it IIII _ _ FOR THIS r �r �r — II I LIOADON I AREA IIIII I MULLION, SEE ULTIPL WINDOWS DO RS ITH TRAM OM FOR THIS MULLION, I III III II CONSIDERED I I I I I I RESPECTIVE SEE LOAD TABLE 4.0 o SEE RESPECTIVE I I I I I I I I ta a,a WINDOW/DOIII III III OR OR OTHER NOTES: 2. BASE UNITSACAN SINGLE OR TYPE OFnDOOR TORO OTHER R 1. TRANSOM MULLION MULLION WINDOW INCLUDING SLIDING TYPE. APPROVAL APPROVAL MULTIPLE WINDOWS (SEE LOAD TABLE 4.0) N Ug� TWO �� SINGLE DOORS OR WINDOWS (CONTINUOUS MULLION MAY BE HORIZONTAL OR VERTICAL (HORIZONTAL SHOWN)) 4 l�J Woa� WITH A SINGLE FIXED TRANSOM p •e• "A^-- —'B" SEE LOAD TABLE 3.0 —— — __ ___ NOTE: DOORS/WINDOWS MAY BE OPERABLE OR FIXED. �XED.� F=___—t—_— " 1 =_�1 (r=——,r — — II mil II —–yIy- �•^• � .e" � II I '/ /I I I�' III II I� /I ( I� /III /' I Il II F/ SEE SHEET II II I / SEE SHEET III II I / SEESHTEYP. I I I \ I II Z s III / MULLON P II II I/ MULLIONS III II I/ MULLION I I I \I II 7d X-SECTIONSII X-SECTIONSX-SECTIONS, II I I I II �a �R SEE z IIIIII�// I< I II I II END MSUUPWPOORT zI1111 Ii(N �\ SI EI MULLION/ENYI D _ II I I SUPPORT DETAI III SEE MULLION END r HDEL N SEETS 3 SUPPORT aL SHEETS 3 z SHEETS 3 $a„ m$ II I \ III II III \ I I I / II =o " N '^U imo III\\ I� III \ III III III \ III III / III „ . g III \ II III f'i I I I / III III /,`III// yI o3 _ IIS //JI LL= — _ —=J—J LL = INSTRUCTIONS FOR TABLE USE: LOAD TABLE 1.0 °""R;- MIN. 1/4- X 1 3/16- 1. DETERMINE REQUIRED WIND PRESSURE FOR THE OPENING, MAXIMUM MAXIMUM ALLOWABLE °iO`,.� „"ro, CONTINUOUS INTERIOR WOOD 2. DETERMINE THE MULLION LENGTH k LOAD WIDTH MULLION LOAD PRESSURE MULLION COVER SECURED USING THE APPLICABLE ELEVATION ON SHEETS 1 k 2. LENGTH WIDTH (PSF) 3 EXTEND TO EACH FRAME WITH MIN. 3. FIND ALLOWABLE PRESSURE UNDER APPLICABLE MULLION TYPE. (IN.) (IN.) MULLION MULLION STANDARD JAMB 18 GA. X 1" PIN NAILS 4" 4. MULLION "A" = NON-REINFORCED PLATE MULLION 'A' B. DEPTH AS FROM ENDS & 18" O.C. (SEE MULLION CROSS SECTIONS ON SHEET 3) 72 83.2 100.0 REQUIRED TO MULLION "B" - BAR REINFORCED PLATE MULLION 72 66 90.8 100.0 COVER MULLION MIN. 13/16' JAMB THICKNESS MIN. 13/16" JAMB THICKNESS (SEE MULLION CROSS SECTIONS ON SHEET 3) 60 99.9 100A PLATE 72 70.9 94.5 (f 66 77.3 100.0 TABLE NOTES: 7g 60 85.1 100.0 TWINDOW FRAME 1. INDIVIDUAL UNIT SIZES k SHUTTER REQUIREMENTS ARE LIMITED BY 54 94.5 1 0.0 1 WINDOW FRAME T1 (REF. RESPECTIVE THEIR OWN INDIVIDUAL "CERTIFICATION". 48 1000 4.5 100.0 (REF. RESPECTIVE 2. IN ORDER TO SIMPLIFY TABLES, TABLE PRESSURES ARE LIMITED TO 5 1/2" PRODUCT APPROVAL) 5 1/2" PRODUCT APPROVAL) 100 PSF 72 61.1 75.7 MIN. MIN. 66 66.7 82.6 € JAMB JAMB 2 3. MULLION 1/3 STRESS INCREASE HAS NOT BEEN CONSIDERED IN B4 60 73.4 90.8 DEPTH DEPTH THE CALCULATION OF THESE PRESSURES. 54 81.5 100.0 REINFORCEMENT TO BE CONTINUOUS k EXTEND TO 48 91-7 100.0 WITHIN 3" OF MULLION END' MIN. 2X4 NO. 2 42 100.0 100.0 SOUTHERN PINE 72 53.3 61.5 YVOOD BUCK OR 66 58.1 67.1 WINDOW CLADDING FRAMING 60 63.9 73.9 F m o 3 3/8' CONTINUOUS BEAD 3 (REF. RESPECTIVE 90 54 71.0 82.1 , OF POLYURETHANE SEALANT PRODUCT APPROVAL) p n MULLION "A" AT MULLION ARMS MULLION "B" PREDRILL 00.15MS 48 79'9 92'3 x z< 42 91.3 100.0 ¢ _ WITHOUT S.S. BAR REINFORCEMENT HOLES INTO WOOD v ( ) (WITH S.S. BAR REINFORCEMENT) SUBSTRATE PRIOR TO ® 36 100.0 100.0 g3! DIRECT GLAZED WINDOW FRAMES SHOWN. DIRECT GLAZED WINDOW FRAMES SHOWN. PLACING SCREWS 72 46.8 50,7 o a OTHER PRODUCT APPROVED PELLA ALUMINUM OTHER PRODUCT APPROVED PELLA ALUMINUM r 66 51.1 55.3 a CLAD WOOD PRODUCT FRAMES ALSO CLAD WOOD PRODUCT FRAMES ALSO 1 60 56.2 60.9 APPLICABLE PROVIDING FRAME CROSS APPLICABLE PROVIDING FRAME CROSS p p r 96 5b 62.4 67.6 SECTION SIZES ARE EQUAL TO OR GREATER SECTION SIZES ARE EQUAL TO OR GREATER _ 48 70.2 76.1 THAN THOSE SHOWN THAN THOSE SHOWN ---� i ® 42 80.2 86.9 r EXTERIOR p p i 36 93.6 100.0 rr 30 100.0 100.0 6.500 5.078 i 1/4" 72 35.5 35.6 3 0.500 2.000 INTERIOR 66 38.7 38.9 i o 60 42.6 42.7 T. 1.750 1.750 F0.5D0 0.874 ® i-� 54 47.3 47.5 J Z.{ 0.500 0.188 108 48 53.3 53.4 ua�e. ® ® 11 ii ® 6 42 60.9 61.1 z - Ut PLATE MULLION sfE' 36 71.0 71.2 aq 3.000 it 1.750 6061-T6 ALUMINUM 0.326 0.047 4 30 85.2 85.5 �a ® ® ;; ® -�-� TYPICAL MULLION END SUPPORT 2a 100.0 100.0 Z _� 3.750 72 26.0 U , 0.216 THRU 0,888 66 28.2 28.3 i N 60 31.1 31.2 C'SINK 87 0.105 3OEXTERIOR 54 34.5 34.6 3 m (TYP.) MULLION COVER 120 48 38.8 38.9 0.216 THRU 2 AR REINFORCEMENT 6063-TS ALUMINUM 42 44.4 44.5 0.500 1.375 1.375 C'SINK 82' 304 STAINLESS STEEL 36 51.8 51.9 1.375 1.375 (TYP.) 30 6Z.1 62.3 �TYP. 24 77.6 77.9 c., e -T- 0.250 3/16 3/4" LONG\ < 1.500 ® ® ® tit 0.120 r r i 1.250 0.625 I o a 3.750 X'"TI�NG NO, R MULLION END CUP 1252 O4 316L STAINLESS STEEL s4w Ncl- 3 - 4 LOAD TABLE 2.0 LOAD TABLE 3.0 LOAD TABLE 4.0 LOAD TABLE 5.0 ALLOWABLE MAXIMUM MAXIMUM ALLOWABLE ALLOWABLE ^D wE MAXIMUM MAXIMUM ALLOWABLE MAXIMUM MAXIMUM ALLOWABLE MA%IMUM MAXIMUM MAXIMUM MAXIMUM _ MULLION LOAD PRESSURE MULLION LOAD PRESSURE MULLION LOAD PRESSURE MULLION LOAD PRESSURE MUWON LOAD PRESSURE LENGTH WIDTH (PSF) LENGTH WIDTN (PSF) LENGTH WIDTH (PSF) LENGTH WIDTH (PSF) LENGTH WIDTH (PSF) (IN.) (IN.) MUWON MULLION (IN.) (IN.) MULLION MULLION (IN.) (IN.) MUWON MUWON (IN.) (IN.) MUWON MULLION (1N.) (IN.) MULLION MULLION "A" "B" 4" "B" "A" "B" "A" "B" "A" "B" 60 84 100.0 100.0 60 84 100.0 100.0 4B 72 100.0 100.0 54 58.4 74.7 60 60 100.0 1 100.0 84 84.9 93.5 84 84.9 93.5 72 93.3 93.3 48 65.7 84.0 60 91.6 91.6 66 78 91.4 100.0 66 78 91.4 100.0 54 66 100.0 100.0 90 42 75.1 96.0 66 54 100.0 100.0 72 99.0 100.0 72 99.0 100.0 84 72.0 72.0 36 87.6 100.0 60 84.0 84.0 - 66 100.0 100.0 66 100.0 100.0 78 1 77.5 77.5 30 100.0 100.0 72 54 93.3 93.3 84 71.3 85.7 84 71.3 85.7 60 72 84.0 84.0 90 28.9 40.6 48 100.0 100.0 78 76.8 92.3 78 76.8 92.3 66 91.6 91.6 84 30.9 43.5 60 77.5 77.5 72 72 83.2 100.0 72 72 83.2 100.0 60 100.0 100.0 78 33.3 46.8 78 54 86.2 86.2 66 90.8 100.0 66 90.8 100.0 84 65.5 65.5 72 36.1 50.7 48 95.9 96.9 60 99.9 100.0 60 99.9 100.0 78 70.5 70.5 1 6.6 39.4 55.3 1 1 42 100.0 100.0 84 60.8 79.1 84 57.7 79.1 72 76.4 76.4 60 43.3 60.9 60 72.0 72.0 78 65.4 85.2 78 62.1 85.2 66 66 83.3 83.3 96 54 48.1 67.6 B4 54 80.0 60.0 72 70.9 92.3 72 67.3 92.3 1 60 ' 1 91.6 91.6 48 54.1 76.1 48 90.0 90.0 78 66 77.3 100.0 78 66 73.4 100.0 54 a 100.0 100.0 42 61.9 86.9 42 100.0 100.0 60 85.1 100.0 60 80.7 100.0 90 56.0 56.0 36 72.2 100.0 1 60 63.9 67.2 54 94.5 100.0 54 89.7 100.0 84 1 60.0 60.0 30 86.6 100.0 54 71.0 74.7 z 48 100.0 100.0 48 100.0 100.0 78 64.6 64.6 1 24 100.0 100.0 90 48 79.9 84.0 �'o 84 52.4 64.9 84 46.2 64.9 72 70.0 70.0 90 - 28.5 42 91.3 960 5a¢o 78 56.4 69.9 78 49.7 69.9 72 66 76.4 76.4 84 - 30.5 36 100.0 100.0 a�' 72 61.1 75.7 72 53.9 75.7 60 , 84.0 84.0 78 - 32.9 60 56.2 60.9 o? 56 66.7 82.6 66 58.8 82.6 54 93.3 93.3 72 - 35.6 54 62.4 67.6 0 g; 84 60 73.4 90.8 84 60 64.7 90.8 4B ' 100.0 100.0 66 27.7 38.9 96 48 70.2 76.1 o w a. 54 Bt5 100.0 54 71.8 100.0 90 51.7 51.7 60 30.4 42.7 42 80.2 86.9 48 91.7 100.0 48 80.8 100.0 84 .' 55.4 55.4 108 54 33.8 47.5 36 93.6 100.0 a 42 100.0 100.0 42 92.4 100.0 78 4 59.6 59.6 48 38.0 1 53.4 30 100.0 100.0 5 84 45.6 52.8 36 100.0 100.0 72 1 64.6 64.6 42 43.5 61.1 60 42.6 42.7 78 49.2 56.8 84 37.5 52.8 78 66 70.5 70.5 36 50.7 71.2 54 47.3 47.5 y 72 53.3 61.5 72 43.8 61.5 60 I 77.5 77.5 30 60.8 85.5 48 53.3 53.4 66 58.1 67.1 66 47.8 67.1 54 _ B6.2 86.2 24 76.0 100.0 108 42 60.9 61.1 90 60 63.9 73.9 60 52.6 73.9 48 96.9 96.9 66 - 28.3 36 71.0 71.2 z 54 71.0 82.1 90 54 58.4 82.1 42 100.0 100.0 60 - 31.2 30 85.2 1 85.5 48 79.9 92.3 48 65.7 92.3 90 ! 43.1 48.0 54 - 34.6 24 100.0 100.0 42 91.3 100.0 42 75.1 100.0 84 46.2 51.4 48 27.7 38.9 60 31.1 31.2 O W 6 36 100.0 100.0 36 87.6 100.0 78 I 49.7 55.4 120 42 31.7 44.5 54 34.5 34.6 D a CL 84 40.1 43.5 84 30.9 43.5 72 53.9 60.0 36 37.0 51.9 48 38.8 38.9 78 43.2 46.8 72 36.1 50.7 66 58.8 65.5 30 44.4 62.3 120 42 44.4 44.5 rcFo 72 46.8 50.7 66 39.4 55.3 60 64.7 72.0 24 55.4 77.9 35 . . 84 518 519a w� „ 66 51.1 55.3 60 43.3 60.9 54 71.8 80.0 48 - 29.3 30 62.1 62.3 g6 60 56.2 60.9 96 54 48.1 67.6 48 80.8 90.0 42 - 33.4 24 77.6 77.9 �U0 i 54 62.4 67.6 48 54.1 76.1 42 92.4 100.0 132 36 - 39.0 N." 48 AM 42 61.9 86.9 36 100.0 100.0 30 - 46.8 �'�3 ga 42 36 72.2 100.0 90 35.0 44.8 24 - 58.5 3 36 84 25.3 30.5 84 37.5 48.0 42 - 25.8 72 25.3 35.6 go 78 40.4 51.7 144 36 - 30.1 W 66 27.7 38.9 72 43.8 56.0 30 - 36.1 60 30.4 42.766 47.B 61.1 24 - 45.1 z � 108 54 33.8 47.5 60 52.6 1 67.2 11 1 � TABLE NOTES: 48 38.0 53.4 42 43.5 61.1 INSTRUCTIONS FOR TABLE USE; 1. INDIVIDUAL UNIT SIZES dt SHUTTER 36 50 7 71 2 1. DETERMINE REQUIRED WIND PRESSURE FOR THE OPENING, REQUIREMENTS ARE LIMITED BY THEIR 66 27,7 2g,3 2. DETERMINE THE MULLION LENGTH do LOAD WIDTH OW Q Via. OWN INDIVIDUAL "CERTIFICATION". USING THE APPLICABLE ELEVATION ON SHEETS 1 & 2. 2. IN ORDER TO SIMPLIFY TABLES, TABLE 60 27.7 31.2 3, FIND ALLOWABLE PRESSURE UNDER APPLICABLE MULLION TYPE. 3 PRESSURES ARE LIMITED TO 100 PSF. 54 31.7 34.6 48 27.7 38.9 MULLION "A" = NDN-REINFORCED PLATE MULLION EAanwmc No, aEv. 3. MULLION 1/3 STRESS INCREASE HAS (SEE MULLION CROSS SECTIONS ON SHEET 3) X252 NOT BEEN CONSIDERED IN THE 120 42 31.7 44.5 MULLION "B" = BAR REINFORCED PLATE MULLION sN wo. CALCULATION OF THESE PRESSURES. 36 37.0 51.9 (SEE MULLION CROSS SECTIONS ON SHEET 3) 4 or 4 Nm c vs Pcor: o t-u 35" MAX. FRAME SEE "CORNER 9/16" LAMINATED ANNEALED GLASS WIDTH (F.W.) CONSTRUCTION" (SEE OPTIONS BELOW) DESCRIPTION 2 rON 77i1S SHEET DOW 899 1/2- ADHESIVE b t L I SILICONE ACRYLIC FOAM TAPE (I17-Yrs ATLANTI H e',:CH E - g 1' _ �� t ! 9/16" MIN. BITE 2004 B / C EXTERIOR 7 5 2 29 1/4- 2 ) 11141 BLOCK 2 MAX. D.I-O. I AS REQUIRED HOT MELT GLUE z -j I MAX.t o C. TYPICAL GLAZING DETAIL o 0 /0 1 (TYP.) OPTION 1: 9/16* DUPON9-BPTACITE 'PVBB LAMINATED z - _ t _.J_ z W OPTION 2: 9/16" DUPONT SENTRY GLASS PLUS w F� TYP_ FRAME LAMINATED (1/4"AN/0.09" SGP/1/4" AN) �D w aov x ^ SCREW WHERE : \SHOWN. SEE v . o- "FRAME ANCHOR I 4 REQUIREMENTS a TABLE" ON THIS a. W c SHEET FOR --014 R SCRE REQU EMENTTSOCK. C ALLOWABLE WINDOW 3 �j SIZE TABLE MAX. I MAX. 6" MAX. GLASS WINDOW WINDOW v !r OPTION FRAME FRAME j { � 1 HEIGHT WIDTH y GENERAL NOTES 6 —f-'--1 6' (IN.) (IN.) J z 1.THESE WINDOW SYSTEMS HAVE BON TESTED,ANALYZED AND EXTERIOR ELEVATION 59 35 APPROVED FOR DESrGM PRESSURES NOT TO EXCEED THOSE 1 65 32 W q. SKM 1N THE-ALLOWABLE DESIGN LOADS-TABLE(S). SINGLE CASEMENT WINDOW z BUC1cING,OPENINGS&BUCaNG FASTENERS MUST BE SCALE: 3/4"=1'-0" (t7l a wci PROPERLY DESIGNED&INSTALLED TO TRANSFER WIND T+1 2 LOADS TO THE STRUCTURE to D:z 3.p11 HARDWARE&FASTENERS SHALL BE M ACCORDANCE WJ WITH THESE DRAWINGS&}MAY NOT VARY UNLESS 3S W W y SPECIFICALLY MENTIONED ON THE DRAWINGS. � 4=Q 4. THE DETAILS&SPEOWTIONS SHOWN HEREIN REPRESENT 2 U U IMPACPRODUCTS UNIFORMSTA�EMRPREASS� GN PRESSURE 3� IN CONFORMANCE WITH FLORIDA SUBBING CODE PROTOCOLS PLE WINDOWS) ", 5.THESEOWINDOW 02 SYSTEMS HAVE 89OR LARGE NIDESIGNED ISN WINDOWS. PSF ACCORDANCE WITH TME noZON eu6-mnc CODE tEec>FOR FRAME ANCHOR REQUIREMENTS TABLE HIGH ACCORDANCE WITH THE ZONES(HVHZ). 6.IMPACT SHUTTERS ARE NOT REQUIRED WITH INESE WINDOWS. OPENING TYPE JAMB TO OPENING MINIMUM MINIMUM T.ALL ANCHORS SHALL BE INSTALLED AS SPECIFIED ON THESE (SUBSTRATE) FASTENER TYPE EMBED EDGE DIST. Z v DRAWINGS.SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL O BE BEYOND WALL FINISH aR SVUCCD. ZX-WOOD FRAME OR BUCK NO, 10 SMS SCREW 1 1/4' 3 4- a CMU/CONCRETE (1 3/16' CONCRETE SCREW 1 1/4" 2" CORNER CONSTRUCTION: �- ot\•,;ROM JAMB: MORTISE&TENON AND JOINED WITH(3) 1/2•x 1) CONCRETE SCREWS SHALL BE ELCO OR ITW RAMSET/RED HEAD TAPCONS, w J 2 1/4.16 GA.STAPLES PER CORNER. HILT) KWIK-CON II OR POWERS RAWL TAPPER (HARDENED STEEL OR S.S.). LLJ tj ,tAMe crAn WIER NO.6 x 1/22-SCREWS K AND"410�CMN KEY AND(� I ANCHOR NOTE: FRAME MAY BE EITHER DIRECT MOUNTED TO THE OPENING, c mm=_e<k SASH 5 MORTISED&TENONED,JOINED WITH(1) MOUNTED ONTO A CONTINUOUS WOOD SPACER, OR ANCHORED TO A MIN. 2x4 1 1/2'IS GA FINISH NAIL PER CORNER AND NO, 3 SOUTHERN PINE WOOD BUCK. WHEN ANCHORED TO A 2x4 BUCK, N0. o.- c GLUED WITH A THERMOSETTING BYNATIONAL EMULSION 10 SHEAR SCREWS SHALL. BE USED. WHEN DIRECT MOUNTED OR MOUNTED GLUMADHESWI OU NAINEk STARCH& 1316 CHEMxiLL COMPANY. WITH SPACER, 3/16' CONCRETE SCREWS SHALL BE USED. SEE ANCHOR SHEET Nc SASH CL& LAPPED AND MITERED AT CORNERS. REQUIREMENTS TABLE' FOR EMBED REQUIREMENTS. of FRAME ANCHOR ITEM /PAR 11 ITEM DESCRIPTION MANUFACTURER/NOTESF+s MIN. 2X4 PER ELEVATIONS f PARTS BUCK FRAMING 1 35BG JAMB • WOOD & BUCK ATTACHMENT 20 SHIM AT i/4" MAX. 2 1A55 SASH ' WOOD 3 BY OTHERS 3 3OC4 HEAD & SIDE STOP . WOOD 2 EACH CONTINUOUS WOOD 4 338F SILL STOP • WOOD ANCHOR MEMBER LESS IN SIZE THAN A 2X- BUCK TO BE 3/16" CONCRETE 5 - GLASS STOP ' WOOD I MIN, 3- 1/2" DEEP. NOT SCREW (REF. 6 OAJE FRAME COVER 6063-T6 ALUMINUM o REQUIRED WHEN 1/4" OR SHEET 1 FOR 7 4505 SASH COVER 3003-H14 OR 3105-H24 ALUMINUM 6 1 LESS SHIM SPACE EXISTS LOCATIONS & HARDWARE 18 u ANCHOR SHIMS ONLY).EACH INSTREQUIREMENTS)GENTS) 12 2ABA INTEGRATED EGRESS ROTO OPERATOR AS REQUIRED TO OPERATE WINDOW 3 13 140N 8' STAINLESS STEEL BUTT HINGE PELLA 7 17 = 9, 14 1682 LOCK ASSEMBLY PELLA SEE GLAZING 15 - SASH STRIKE 1 PER LOCK CATCH ` DETAIL ON = 16 16BF OPERATOR CRANK AS REQUIRED TO OPERATE WINDOW EXTERIOR -� SHED I w SEALS AND SEALANTS 1 4 20 w 17 7603 PVC WEATHERSTRIP PELLA 3 17 16 aII 18 1 75T2 JPVC RAINSTRIP PELTA o 7 \ NTERIORk z z� MISC. FASTENERS 18 1 E0, 1 20 - 1 3/8" RING SHANK NAIL 4" FROM CORNERS & 6" - 8' O.C. N �w 21 - 16 X 4,4- S.S. FH SCREW 12 PER HINGE LEAF Qa- 6 ` if4' MAX. 22 - 6 X 3/4- S.S. FH SCREW 8 PER HINGE LEAF W o z II M' SHIM AT 23 - 3/16" X .540 POP RIVET 8 PER HINGE � 2 EACH 24 - 8 X 1 1/2" S.S. f11 SCREW 2 PER SASH STRIKE F o _ ANCHOR 25 15 GA. X 1 1 4" FINISH NAIL 3" FROM CORNERS & 6'. MAX. O.C. Q a MIN. 2X4 i OPTIONAL DIRECT MOUNT DETAIL • WOOD USED WITH TEST UNITS WAS SELECT WESTERN PINE. ALTERNATE WOOD SPECIES BUCK/FRAMING FOR DETAIL NOT SHOWN, SEE OTHER SECTIONS TO BE APPLICABLE WITH THESE WINDOWS IS MIN. SELECT MAHOGANY, PONDEROSA PINE, do BUCK SILL ANCHOR (HEAD SECTION SHOWN; SIDES AND SILL SIMILAR) SOUTHERN PINE, OAK, CHERRY, MAPLE, DOUGLAS FIR & CYPRESS. o ATTACHMENT PER ELEVATIONS 3 BY OTHERS •.' .:', .. _ _ p � SECTIONr A 1.250 1.860 SCALE: 1/2 FULL2 0.783 z z 3.984 1/4" MAX. SHIM AT FRAME WIDTH (F.W.) _ 1/4" MAX. SHIM AT 1.'97 Zq EACH ANCHOR EACH ANCHOR Ba t 1 20 O1 JAMB OSASH w 3 14 MIN. 2X4 w �"z BUCK/FRAMING (�� 0.698 cn 20 3 dL BUCK 1• 0.827 v Z; _ ., ATTACHMENT 1� 17 _ BY OTHERS I— 1.920 Ll Q ' SLE GLAZING 15 1.920 0.532 MIN. 2X4 DETAIL ON 2 ( )HEAD & SIDE STOP BUCK/FRAMINGSHEET 1 ®SILL STOP SOGLASS STOP & BUCK FRAME ANCHOR ATTACHMENT PER ELEVATIONS _ BY OTHERS ` �--0.589 z m FRAME ANCHOR0.024 EXTERIOR .04 1,922 s PER ELEVATIONS 6 7 2 7 6 u u t \F 1.055 0 Zi 23 13 4 18 T5205550 SECTION B SECTION FRAME COVER (DSASH COVER e1316 SCALE: 1/2 FULL 2 SCALE: 1/2 FULL 2 SHM"G. 2 OF 2 MIAMI-DADE NIIANI1-DADS COUNTY,FLORIDA METRO-DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE(BCCO) 140 WEST FLAGLER STREET,SUITE 1603 PRODUCT CONTROL DIVISION " _MIAMI,FLORIDA 33130-1563 x - c(3 _; )3734901 FAX(305)375-2908 I r CF AFl_ANTIC BEACH NOTICE OF ACCEPTANCE NOA r Pella Corporation DEC 15 2004 102 Main Street Pella,IA 50219 SCOPE: BY: This NOA is being issued under the applicable rules ahd-reguWiMa use c nstruction materials. The documentation submitted has been reviewed by Miami-Dade County Product Control ivision 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 High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Aluminum Clad Wood Sliding Glass Door Impact Resistant APPROVAL DOCUMENT: Drawing No. 1035,titled"Aluminum Clad Sliding Glass Doors", sheets I through 4,prepared,signed and scaled by Warren Schaefer, P.E.,dated 1/16/01, 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: Large and Small Missile Impact 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. RENEWAL 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 of any product, for sales,advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in 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#01-0124.06 and,consists of this page I as well as approval document mentioned above. The submitted documentation was reviewed by Raul Rodriguez. NOA No 02-0529.05 Expiration Date: July 1,2007 Approval Date:June 11,2002 Page 1 MIAMI.OADE i\IIALNlI-DADE COUNTY, FLORIDA NIETRO-DADS FLAGLER BUILDING BUILDING CODE:COMPLIANCE OFFICE METRO-DADS FLAGLER BUILDING 1.10 1VUST FLAGLER STREET,SUITE 1603 NIIAN11,FLORIDA 33130-1563 (305)375-2001 FAX(305)375.290S PRODUCT CONTROL DIVISION (305)375-2902 FAX(305)372.63313 Jeff Belloma Pella Corporation 102 Main Street Pella, IA 50219 NOTICE OF PROPOSED ACTION To: Members of the Board of Rules and Appeals and Pella Corporation,Applicant In accordance with Dade County Administrative Order 10-3,which governs the product review process, the Product Control Division of the Office of Code Compliance,intends to issue a Product Control Notice of Acceptance to Pella Corporation for Impact Resistance Sliding Glass Door Aluminum Clad Wood,No. 02-0529.05 , to allow its use in Dade County and its municipalities. To: Members of the Board of Rules and Appeals: The documentation being provided to you represents the recommendation of the.Product Control Division of the Office of Code Compliance in regards to the submittal of Pella Corporation for impact Resistance Sliding Glass Door Aluminum Clad Wood,No. 02-0529.05. Under the provisions of Dade County Administrative Order 10-3, Nvhich governs the product view process. You must review this documentation, if within 20 days from the date of mailing. Nve du not receive any written objection stating the reason(s) for your disapproval,this product will be automatically approved. To: Pella Corporation,Applicant The Product Control Division of the Office of Code Compliance,in accordance with Dade County Administrative Order 10. 3,which governs the product review process,has issued this notice of proposed action and intends to issue a Product Control Notice of Acceptance for your Impact Resistance Sliding Glass Door Aluminum Clad Wood ,No. 02-0529.05,to be used in Dade County and its municipalities,unless a ntctnbcr of the Board of Rules and Appeals or yourself has any objections. Should you not be in accord with this notice of proposed action and wish to appeal our recommendation, you must make a written request,stating the reasons Cor your objection(s),to our office within 20 days of the date of mailing. Upon receipt of your written request a hearing date will be set so that you can present your objection(s) to the Board or Rules and Appeals . Sincerely, Raul Rodriguez Francisco J.Quintana, K.A. Chief Product Control Division Director DATE OF MAILING: 06/21/2002 Mailcd by: t'4i)450(X)IIN20W.tcmpl2tcs'4otice proposed action.dot Internet mail address: postmasterChuildingcodroniine.com 0 1(ontepage: http://►v Nvw.buildingcodconline.coni <.aau n AB 5/8* MAX. fRALA WIDTH SEC "CORNER 95 1/a' MAX. FRAME WIDTH SEE 'CORNER / �"•� DETAXS" ON _ 6•� i 6' OETW15' ON SHEET t SHEET 6 IA T � 6 >s a NO 8 S S. WOOD NO. 8 5.5. w.5. f SCREWS OR 1/4- tAPCONS. OR 114" TAPCONS. SEE -FRAME ANCHOR SEE FRAME ANCHOR 4 REOUIREUENTS' TABLE REWREUENTS" TABLE i ON THIS SHEET. i ON THIS SHEET. A-' S ! 0 f 7 9 o i 7 2 0 2 x o XO ALLOWABLE DESIGN LOAD 7 ani,T K a POSITIVE NEGATIVE ` o j o No m 65 PSF 70 PSF m CC zs TYP. FOR ALL SINGLE k MULTIPLE d ^ DOOR UNITS. ^ N�V CA oa� •A. —37,87' VAX. 01,0, 37,8 MAX. O.L.O. v. EXTERIOR ELEVATIONS a 3 AA u 7 3 3 Z u Y z ae R^: u CI{R u - =i--i= --� 6- � 6' 6 OX & XO DOORS 0 FIXED PANEL q3x s ULT 43 � FRAME ANCHOR REQUIREMENTS GENERAL NOTES AT PANEL WIDTHS GREATER THAN 35" 1. 11u5 PRODUCT 2 DESX:AfD 10 U[EI UQ SWTN FLORIDA OMOwG CODE 1994 (C04ft FGA FRAME MEuaER SUBSTRATE ANCHOR TYPE MAX, CORNER MAX. ANCHOR MITOIAUM UUWI-DADS CDUNTV. DISTANCE SPACING EMBED ` 7. WOOD BUCKS Of OI/d RS. Ut St BE AL-4,-0410 PkoPERLT 10 IRArtSFER LOADS 10 I,d SIDE JAMBS, jX BUCK NO. 8 fMw$ 6• 9 114* 1 1/4' STRUCTURE. PRODUCT DESCRIPTION HEAD JAMB WOOD fRAME NO. B FMNs 6" 9 1/4* 1 1/4- 3 X"3 PRODI/CI ANCNDRS slval BE AS LISTED AS FRAME CONSTRUCTION: dl THRESHOLD OU/CONC. 1/4- TAPCON 6• 1 9 1/4-- 1 1 A" SPACID AS SIO*N 016 CEIAXS AeK,+OR SELECT SOFT WOOD. F*4ER JOw1E0 WtIH EMB(DUENI 10 BAS[ w1ER:AL StIALI BE SEIoe;D CLEAR PINE VENTER. (XIEROR SURFACE CW AT PANEL WIDTHS LESS THAN OR EQUAL TO 35" Area;"rFDA:eC^r-L•.:,..i„=-.e Q WALL fury/OR StuCCO W+iN xUUtNum. SOLO xuucUu [XIRLOEO soub"t. -A •CJ�I.':f 4. IMPACT RESISt"I S,.UII[RS NOT RIOUaLEO 54 L. FRAME MEMBER SUBSIRAIE ANCHOR jllPEu%SCORNE9 LTA%. ANCHOR u+NIMUM E� ,+: 1S.xl D,U(NSONS AR( CrRN w M.CHES LYILESS TANCE SPACING EMBED 26[kol-If SIIO.N. PANEL CONSTRUCTION: jx BLxX N0. a F6 +0 1 j 1 1 KBy6. LAI(X OR SRIC014 CALoLK94 SEAtAANT SKAtL BE SELECT SOFT WOOD, flUCER JOWIEO MIM SIDE JAMBS, PR' TC01�ROL OY,sAN "A1US[D BCIWt[N xuMrvu CLADWIG A'•0 WCOD CLW PINE VENEER.EXIEROR SURFACES HEAD JAMA WOOD FRAME t:0. B f6- 10 1 2' 1 1/A' 1035wTHRESHOLD BLOCK CONC. 1 A- TAP6” f0 1/7" 1 1/A" BLVAr". ..c COMRw,CE CfFKE ylA1 wa II A:.CEiiu.E lq I a 4. �1 I it IIIAUE SCREW FRAmt w DTH Josan. - peff. SIQCT 1j 1/4• UAX. SH1u rtuuE SCREW y 1/4• MAX. S&IIU INTERIOR ANGLE SCREWS {REr, SHEET 1) 4 VAX. 4S DEC. c — 16 7 24 31 31 36 iI 1S SECURED TO 7 ` "►, 13 21 VILE VnIH CDemtlUOUS ` 38 38 x 1/8• BEAD Of STRUCTURAL •• !/ i i SYt1COt:E ADHESNE X l 3t 31 33 X �t t 38 38 19 18 34 39 18 2q 19 1 / - - - 6 EXTERIOR o no ,n.n I � z�N 1 14 2 JAMB u 411 \ 19 39 FIXED PANEL O 39U HS 43 18 18 24 19 15 2 2X BUCK k 4n 3 oa BUCK FASTENERS a a. 30 3 INTERLOCKER BY OtHERS o 6 12 2 w 2x DUCK s DUCK fAS1pQRS 23 22 BY DNIERS j LOCK JAIM13 i 2 ACME Pu:EI z 0 1/4'AnjEALED CLASS 0070" tHK. Itt1ERLAYER OUPONI SEt1IRY CLASS PLUS Z{^�• I r-1/4• AtMEALED GLASS ? Za- x rr W" 9/16' OVERALL THK. jx^ 1� DOW CORNR:G 899 OR 992 � �'�(A�� 0 905' min m:.. CLASS WE SILICONE ,quo S 1A tj , oream CAULK STRUCTURAL o SEALAttlj = ^� i U�p L��Rb.49tS0W�tu.+„vtlH Lr{ �' Q 10'0-04 COCE ,• CA" 6. TYPICAL GIAZINft, DETAIL P:•ca T -.+r;aan_•crl 5 V e xE--%5C00ECCLRu._ 103 E KE 103+u .cee�•.:r_�.o 2 o• 4 ', •• it FRAME SCREW 2x BUCK A38 ••( ••� (REF. S)1EE1 t� — n j BUCK FASIEHERS 18 I\`� x 171' By COMERS 39 32 31 1 S is 29 3 EXTERIOR 191 26 t 25 26 I 1 FIXED EXTERIOR INTERIOR EXTERIOR INTERIOR ACTIVE 1 PANEL PANEL & 1 36 0 'mo t8 RETAINER 1 F W ANGLE I i 39 BEYOND 1 o z<_ 20 I INTERIOR U 15 1 HEAD DETAIL 3 E7P_ POSTAL-'*' 27 twf0 2x WOOD BUCK t] It I $ d II N II 10 FRAuE SCREW 2x BUCK 1< 9 10 9 + 1 u Y (RIF. SKEE 1) ` ' i�BUCK FASIEflIRS ' — w 28 BY OEMERS , p zf uZ �' 44 t 1 y-- FFJJ 1 5.875 � � •may 4A SILL DETAIL �Z�sw ! t I , 25 4 SILL DETAIL 3 FIXED PANEL i�o l'= EXTERIOR i INTERIOR 3 ACTIVE PANEL$ i 1 FIXED ACTIVE t 8 'j PANEL ° PANEL BEY ND IIIUU � �g 11 f!) t :,aaRoYEo.s w+Plr.rrarn n(E � z `� , 38 SOUTH 400104 's eunalc ccoE � 1 A HEAD DETAIL c,T_ ,S FIXED PANEL �aT +anp msSKla N•iw, .yv tYP. itISIALLA110t1 Ka •+COOECprgwrECiFKE 1035 4 YdE(••0 ' HIM '2x WOOD BUCK ACEEv;s(KElq 3 y 4 J it �1 J_ hw n <.aNtr n. I BILL OF MATERIALS 35 I Tk 11EIH DESCRIPTION i From. Head Jamb (.969' z S 062 WESTERN PINE)2 Head Jame Co.e. 6061-IIT Muumuu .045IHICKNESS34 3 Head Panel Sto 686 X 2.375 WESTERN PINEfrom. Lock Jamb 1.0' X 5062'WESTERN PINEEft home Sar JOme 1.1 ' x 506 ' WESTERN PINE6 Sier JomD Carer 3003-Hla AIUUINUU .O.S' THICKNESSS:a .603' x 2.375'WESTERN PINE nel Sn:ma 1 a-20 HOLD DOWN SCREW w IHREAOEO INSERT U CxiRUDED 6063-16 ALUUINUU .076' THICKNESS12 X 4' f.H. I—e S.Y 1' X 1.98._WESTERN PINE SCREWS lock Hou On 1.063' x 1.612'WESTERN PINE Lock Hw.sin C-cr 3003-H14 ALUUI:UU .045 THICKNESS g NO. 12 x 4' f.H. Lock Sele Wrotne.sl.' PVC h ALCRTN 1 37 WOOD SCREWS V'M InlrHocs.e 6063-16 ALuvinuu .050' 1-icKNE$$ vent Interlocker Wcoleersl•: SCHLECEL 5766 Q f:..d Panel mle,lock 6063-TIT ALUu1Nl1U .045' THICKNESS Door Roller STEEL = a O L._ 9 Glol;nq Beod Soo!-Hu KUumUu 0235' THICKNESS) w^O ® ►-- Panel Cloddin 3003-N14 ALUUIr•'Vu .0235-THICKNESS �~o O JAMB CORNER DETAIL ( 9 Rtlo:nrr A .e 6063-16 ALUUINUU .25' X 2' X 25' a CORNER SCALED WITH 1/4' DEAD Of ( PELLA Lock Suike -/C.-, 006' S.S. 1 2 PER PANEL a0 3gry SILICDIiE ADHESIVE ( PELLA 2 Pohl lock 0 .rolo• STEEL L.! �S O _ PELLA 2 Pool latch STEEL SIJ. 1.644' X 3.399'WESTERN PR:E a tU oa.o ® )'-— ©,H�•¢n Top Roi 1,644' X 3.399' WESTERN PINE)- 00 IL r- BA PO RaS (1.844' x 7 2.36 WESTERN PINE) o a� i SA Panel SIaO 2.166' 1.142' OAK y1 7 S.X W.olne,str:p PVC k ALCRTe. 4W Head Weotee.sH. SuHOPRENE p 00 Door Sl.dtr Hond1. J _ 1 (Joss Slop 625' x .685'WESTER'$ P--E)Z _ Corne.lack NYLON InlerbCk Weolnerstr: PVC & ALCRTN N V 7/16- . 2 112" 16 Co. Slo e 2 PER JAVB CORNER C� ? 1 ! PANEL CORNER_ DETAILS 10 . 17132'Scr.. 2 .r mp 1,.a cont' 1 Q 6.]' rHWS home to Pone1 Nom co.—s k OC U Z{k CORNERS SEALED wit 1/B DUD Of 12.a' FI+wS 3 PER BOf10U h 2 PER IOP PurEl CORNER � U�v:x e — POLYUREEf1ANE SCALANT/AOHESM z Siscone Seotonl Do- Corn.n 699 OR 962 2 W,;7 9/16'loutiWHed Cbfa(1/e-Gbss. .090'wp-1 S.ntr7 Doss Ps.. Mena , s .' Ij Y3Y /B . !' Pu1LUPS WOOD IP DI� 1.495 1 Ifs'IO 51.15(HF.B.sYs. 1aPeon MA 1116-07603 a Ika tape IWINrA$ IWIDEN(D SCREW Z.gg,- W/wA$IH[R b0t'.uk91-0lwcret.i 55re1 aksryece es l'o-, u.e.a .•v+4..cl—Mea frU0 S1_ 1 6.m... 2'FH St.Ae Sm. ]per strAe...r. 1 1/4,ala e.ck • ✓t Uri-Caner Xe ' Tal ' clod inners) r o a t 1 /6 2'PHILLIPS fH : eq. e X 1/2'S1RuE SCREW 12 PER SIRAE) TYPE AU SCREW 0.544 • NO 10 1 3'OR 1/:x 3 1/:lAPCO4(s AI[A U•0 Of REINIAR r.•tlEl �� -0.544 = CORNER KEY JAMB TO SILL A»M,1yEDASC0UPLrV4V.1fH ntE \ ' CORNER DETAIL 34MiNrIORK:AA e'J.1G110cooe `\ ' C� 11 ?.'1"3 4 CORNER SEALEo 10611111/4' BEAD Of o•- '��,]E �\ S-OCOUE ADHHESIY A OUrrl TAPE er�y4F ifl/lE � /f Pi -yf1 RV1 RCL p510tI{//}/•_� A Wn ..Cra11 COUPLY7YE Gli10E 1035 A_Jt:dY_E IA s' w 4 w 4 � c = CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD j ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 04-00028982 Date 9/10/04 Property Address . . . . . . 54 OCEANSIDE DR Tenant nbr, name . . . . . . REPL HVAC Application description . . . MECHANICAL ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor ------------------------ ------------------------ OAKLEY, THOMAS OCEAN STATE HEAT & AIR 54 OCEANSIDE DRIVE 1476 ATLANTIC BLVD. ATLANTIC BEACH FL 32233 NEPTUNE BEACH FL 32266 (904) 249-8251 ----- ----------------------------------------------------------------------- Permit . . . . . . MECHANICAL PERMIT Additional desc . . Permit Fee 79 . 00 Plan Check Fee . 00 Issue Date . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 79 . 00 79 . 00 . 00 . 00 Pian Check Total . 00 . 00 . 00 . 00 Grand Total 79. 00 79 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. BUILDMZ OFFICIA '` CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD j ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 03-00027194 Date 11/04/03 Property Address . . . . . . 54 OCEANSIDE DR Tenant nbr, name . . . . . . INSTALL SHOWER PAN Application description . . . PLUMBING ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor ------------------------ ------------- ----------- OAKLEY, THOMAS B & G PLUMBING 54 OCEANSIDE DRIVE 13997 BEACH BOULEVARD ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32224 (904) 223-3585 ---------------------------------------------------------------------------- Permit . . . . . . PLUMBING PERMIT Additional desc . . Permit Fee . . . . 42 . 00 Plan Check Fee . 00 Issue Date Valuation . . . . 0 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 42 . 00 42 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 42 . 00 42 . 00 . 00 . 00 BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS"ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. BUILDING OFFICIAL r CITY OF ATLANTIC BEACH PLUMBING PERMIT APPLICATION Date: Job Address: SSS Oc 5,Aa Sr At'' f72 Owner of Property: 64y- Telephone: r4V /Fry—4-1,1© Plumbing Contractor: co Contractor's Address: l�qQ7 �',�G t-1 di-✓`!O Telephone: ,a.2,?- z,r e r Fax: 221--- Z 7X'b State License Number: G Fc How many of the following fixtures (re-piped or new): Sinks _Showers Water Lavatory Water Heaters Hose Bib Bathtubs Dishwashers Sewer Urinals Disposals Other Closets Washing Machine Shower Pans Floor Drains Re-Pipe (List fixtures being re-piped) Total Fixtures: j_x $7.00 + $35.00 (Minimum Permit Fee: $35.00) _fiaVr__r Signature of Contractor: V-1_ , C", Installation of plumbing and fixtures must be in accordance with the most recent edition of the Southern Standard Plumbing Code. Call a day ahead to schedule inspections: (904) 247-5826 800 Seminole Road • Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800 . Fax: (904)247-5845 • http://www.ci.atlantic-beach.fl.us Revised 1/14/03 �a CITY OF ATLANTIC BEACH SS 800 SEMINOLE ROAD J F ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 04-00028304 Date 5/17/04 Property Address . . . . . . 54 OCEANSIDE DR Tenant nbr, name . . . . . . HVAC Application description . . . MECHANICAL ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor ------------------------ --------------- --------- OAKLEY, THOMAS OCEAN STATE HEAT & AIR 54 OCEANSIDE DRIVE 1476 ATLANTIC BLVD. ATLANTIC BEACH FL 32233 NEPTUNE BEACH FL 32266 (904) 249-8251 ---------------------------------------------------------------------------- Permit . . . . . . MECHANICAL PERMIT Additional desc . . Permit Fee . . . . 71 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ---------- ------ - ------ - --- ---------- ---------- ---------- Permit Fee Total 71 . 00 71 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 71 . 00 71 . 00 . 00 . 00 BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS"ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. ,_ • fir„ ( - 1J, BUILDING OFFICIAL 4 -r-�$ �' CITY OF ATLANTIC BEACH MECHANICAL PERMIT APPLICATION Date: S j IR Property Address: S4 S&, T�D- _ Owner: nlrC Telephone#:9A , n Contractor: DCB= fo-TO-LTE ��C Telephone #:EgQ-$251 Contractor Address: 141(p a"([ arjtj C `NV Fax In consideration of permit given for doing the work as described in the above statement,we hereby agree to perform said work in accordance with the attached plans and specifications which are a part hereof and in accordance with the City of Atlantic Beach ordinances and standards of good practice listed therein. Type of Heating Fuel: If other construction is being done on this building or site,list the building permit number: Electric ❑ Gas: LP _Natural _Central Utility t❑ Oil 0 ❑ Other—S ecifv MECHANICAL EQUIPMENT TO BE INSTALLED NATURE OF WORK xHeat _Space _Recessed Central `Floor "A Residential Air Conditioning: _Room Central ❑ Duct System: Material Thickness ❑ Commercial Maximum capacity cfm ❑ Refrigeration ❑ New Building ❑ Cooling Tower:Capacity gpm ❑ Fire Sprinklers:Number of Heads Existing Building ❑ Elevator: __ Manlift Escalator (Number) Replacement of Existing System ❑ Gasoline Pumps (Number) ❑ Tanks (Number) ❑ New Installation ❑ LPG Containers (Number) (No system previously installed) ❑ Unfired Pressure Vessel ❑ Extension or Add-on to Existing System ❑ Boilers ❑ Gas Piping ❑ Other-Specify ❑ Other—Specify LIST ALL EQUIPMENT AIR CONDITIONING,REFRIGERATION EQUIPMENT&CONDENSOR'S Approving Number Units Description Model# Manufacturer Ton's Agency I L T U L BEATING—FURNACES,BOILERS,FIREPLACES&AIR HANDLER'S Approving Number Units Description del# Manufacturer BTU's Agency CPftCLWtjL 3/ �a j L TANKS Nominal Capacity Type Liquid Serial Approving How Many &Dimensions Contained Manufacturer No. —Agency 800 Seminole Road - Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800 . Fax: (904)247-5845- http://www.ci.atiantic-beach.fI.us t �.�ti,,'•L�jrJ� s CITY OF ATLANTIC BEACH r1 s 800 SEMINOLE ROAD —� —, ATLANTIC BEACH, FLORIDA 32233 e, INSPECTION PHONE LINE 247-5826 a Application Number . . . . . 03-00026040 Date 5/12/03 Property Address . . . . . . 54 OCEANSIDE DR Tenant nbr, name . . . . . . HVAC Application description . . . MECHANICAL ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor ------------------------ ------------------------ OAKLEY, THOMAS OCEAN STATE HEAT & AIR 54 OCEANSIDE DRIVE 1476 ATLANTIC BLVD. ATLANTIC BEACH FL 32233 NEPTUNE BEACH FL 32266 (904) 249-8251 ---------------------------------------------------------------------------- Permit . . . . . . MECHANICAL PERMIT Additional desc . . Permit Fee . . . . 87 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 87 .00 87. 00 . 00 . 00 Plan Check Total .00 . 00 .00 . 00 Grand Total 87. 00 87 .00 .00 .00 BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS"ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. BUILDING OFFICIAL �0 M60 00 1 BUILDING AND ZONING INSPECTION DIVISION 5 f Z CITY OF ATLANTIC BEACH �0 3 Atuxne Berbera,n.o7uoA assaa APPLICATION FOR MECHANICAL PERMIT CALL-IN NUA48ER IMPORTANT—Applicant to complete all items in sections I, II, 111, and IV. LOCATION Street Mail.: OF loteruetlnq Streets: BNween And BUILDING Sabdivisten Il. IDENTIFICATION —To be completed by all applicants. (a consideration of permit given for doing the work as described in the above statement-a hereat'agree to perforin mid work in accordance with the atfechad piens and specifications which are a parr hereof and in accordance w;th the City of Jacksonviifa ordinances and standards of good.pnctka listed therein. Name of Mechanical Contractors Centreater IPrint) G Master r Nerve d Properly Ownebcfnr ' Sign' to of O+nor sign•/ere of - er AWhorimd A Architect or Engin••r Ilt. Ci3�J L 1NFOR f A. Type of (req fYait S• �p 13 OTHER CONSTRUCTION BEING GONE ON �\ electric THIS BUILDING OR SITE7�_ tl X Central Utility IF YES, GIVE NUMBER Of CONSTRUC„ON ❑ Oil PERMIT Cl Other—Specify IV. U111CNANN.AL tQUIPM NT TO 79 INSTALLED NATURE OF WORK {Ptevida complete Ila*of compelsents on back of this fermi Residential or G Commercial Huu Heart Q Spa" Q Rocood 5k Gntrei ❑ Asa ❑ New Building Air Comirtlesing: ❑ Roam �k Centra) 11", axisting Bunding Dvct Sysfoms Mati N Replacement of existing system Meaimwn caacity ❑ New installation(No system proyiouaty Installed) ❑ Extension or add-on to existing system ' ❑ 1<afrigeratiea . ❑ Other—Specify Q Cooling lows Capacity g W^ ❑ Raw rpsieUeru Number of hoad- Q Heater Q MasJlft ❑ Estaleter Iaasalsarl THIS SPACE POI OFF=Us ONLY Q.6aadlne peat+• jnumkw► (Raaehadl . Q.To•+• (nombeal Remarks Q LPG writes-� (numb«) ❑ unlllod+Hewn e..a tennis Appraved by Dal+ liellona ❑ Olhar—Spot* Permit Fee LIST ALL EQUIPME.IT ,kit CONDITIONING AND REFRIGERATION EQUMUNT 17 A Nomber'Milta Deaortpum Modal X mbar 34eufuturer ( 1 +►irs! HEATING FURNACES. BOILEIM, I'MEPIACES C °fit NumberOaits Description No"Number ]taaufalrturer (aped�T[T� n�sf salify)TLu —1 TANKS New ul"T Nawfad CaP"Ih Ty”L4W4 Name of Serial Apptori-g sed Dlmenslasu Contaknw 3taa0920turnr No. Agmen ' | , | � | i | | / ) | ! ' ! BUILDING, PLANNING AND ZONING INSPECTION DEPARTMENT CITY OF ATLANTIC BEACH, FLORIDA CERTIFICATE OF OCCUPANCY WORK SHEET Date Requested : Building Contractor: d'ZO x Building Permit Number: Address: Legal Description: Improvements to the above described property have been completed in accordance with the terms of the permit and is certified to be ready for occupancy as t Lowest Floor Elevation: r ired as built n/a Sales Tax Certificate: date submitted BEFORE ISSUING CERTIFICATE OF OCCUPANCY,-THE FOLLOWING MUST BE COMPLETE DEPARTMENT DATE NOTIFIED: DATE APPROVED:" BY: Fire Chief Public Works Planning Director _1?� ��_____ _1 ", ____ C% "v ✓'" Building Inspector ------- 301503 * ,' r MAP SHOWING SURVEY OF LOT 9, OCEANSIDE, AS RECORDED IN PLAT BOOK 44, PAGES 34 AND 34A OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. oil 14 A071-ow- 0"re &ar000 1% AYwVM�f;/ Li/1tflf/C AU►ArM//Y t'1ftAliYT , I �1 I 11 ' a a!•46 ow !S ' 3S"'W hod. 5'O' ix•_ , _ — F 0 THIS IS A IIOUNDARY SURVEY. wwri.Arrap .49CA uGrol" .0 HEARINGS BASED ON PLAT HOOK PAGES -2j_ TIIRU �- ,) f' 1 91994 NO RUILDINC R29TRICTION LINR BY PLAT. Building and Zoning r�//S pdow.�ry I/16A.i5 �Ouf>?Cwt C" WwieN/ 7WI .ICL/ Qf /M/x/,Mdof- AZ4Oww` >, Reba .K,rrS kstrrjly /s//srib�, es•w..`wirr rwvs� low. itaoT7 OL4�p. 1 HICREDY CKRTIFY TOt CP ACA4 THAT THIS SURVSY M[[TS TH[ MINIMUM TECHNICAL STANDARDS AS 06T FORTH BY THt FLORIDA SOARD OF LAND SURV[YORS. PURSUANT TO S[CTION 472.027 UTItS AND H• A. DURDEN AOMnN TRATI0N COD[. CHAPT[R 21 HH-4 FLORIDA & ASSOCIATES INC. 0 LAVIF 717 ND el tf r�iVT` S/vZI�M0 1URV[YORt r.a arw.soy 1103 Minn T1W0 80" SCAL[1�~ = isdoon a Md1,pass saw TMIS AURVVY MOT VALID t.lMLEM TWS PRINT 10 KM008990 WITH TM% SRAL OF TMS ABOVR WIGN90, � MA P SHOWING BOUNDAR Y SUP VEY OF LOT-- --- t_ _ SL C>G''f<"_ .j- . AS ' SHOWN ON, MAP- .OF i)t-0 Iti- A I H00A' 4-A--PAGES Aft 4 � _OF THF_ PURL 1-C I?FCOf?DS Of- OUVAL �CCf.. FL A. L'£H11f IFF FOR T`%o '1�i� DA s3/A/`.f/,4t/LYDAKLE Fi��r �ME�F✓C�t/ r/TLE 7�/.1. l-o ,ICOLVAIIAL �r N L3' Egtti'? Cot I.►(e¢tss E[.acsS �. Dee.•.► : urr�.. /g" �urt'a f 49 GurTeR ntaraa Esr-•1-T Coy PQtw/,' U-Y�L, "(- i r �-- IU' -4T • �' J.cA SSM: CD-T 1, Z/1' tL 144 L 3C040 Ri/A - o e # .34 ) N PATIO 6t eat 4/IL 4 IA 1994 i Building and Zoilin F,✓,4G Ivo 8D Goc -I/%3e/Ei"J BEARINGS BASED ON Pt A I- ,A,'; ;M I NERFHY CERTIFY THAT THE LOT SHOWN HEREON IS IN THE SPECIAL FLOOD I-/AZARO ZONE If- AS .`+HOKN UN FL 000 INSURANCE RATE NAP LV�i FOR THE CITY OF JACKSONVILLE, FLORIDA, DA TED 12-r S•b 3 A L L A MERI CA N SUR VE YOBS, INC. L4NU SURVEYORS - 42201100D ROAD - JACKSONVILLE. F1 ORI04 3 257 - 904 "26841.55 LEGFND I HEREBY CERTIFY THAT THE ABOVE LANDS WERE' SURVEYED UNOF-R MY rJ RESPONSIBLE SUF'F-RVISION AND DIRECTION. THAT THERE AAE NO ❑ CO/✓C MON. ENCROACl/NENTS EXCEPT AS SHOWN AND THAT THE SURvE)' SHOWN Q NFRFON HFF75 THE MINIMUM TECIIF✓ICAL STANO.4,40S ,SGT F0J7TN BY ),"r IRON' COR fLCV210A BOARO OF LAND SURVEYORS PURSUANT TO SECTION 47:'x.027, (SET NI TH CAP FLURIDA. STATUTES ALL , /L B 385 7) AMERICAA JAMES DHAR7ISO D. N, .,�fi., . S. No f;47 _y,_FENCE P ! 2SURVEYOR; ccR 9 ® CROSS reel- ` faf(;ISIfRF') SUlaw1(v{ clA1F r)/ fcr'lijI >i ARCHITECT/ENGINEERS CURTIFrCATION COASTAL CONSTRUCTION CODE FOR hLL KAJOR STRUCTURES TO BE LOCATED WITHIN CITY of ATLANTIC DFCH, FLORIDA APPLICANT' S NAME Bill Simpson pHofiE No.72� 5-5886 DAmL 1-21-94 OWNER NAME: Lot 10-1688465150 1 comas & Nancy Oakley R.E. TAX NO. : L ± - c _ L68RAf5 145 TYPE of PROMT: ( )flew Home (X)Rosidential Addition ( )Garage ( )Pool ( .)New ComnerdI&I ( )Commercial Addition ( )Other 911 STREET ADREM 54 Oc7anside v Drives Atlantic Beacham Fl ( ) Wo 'claim the structure to be exempt as follows : ( ) Garage with no provision for occupancy • detached one and two family only ( ) Pier, Dock, etc , ( ) other (Specify) - I alio certif that no tr tura listed Above may be remodeled converted a - m use without being upgraded to fully cornpl y wi h d I3C .57 - signed: pate• / - 2- 9 --r1--w---.--------0----..--r..-------r--wr__—_. CERTIFICATION This certifies that the plans and sp ecifications submitted aijdii sealed by the undersigned most all ariteriset forth by the City of Atlantic Beach Coastal construction Coda. hoot covering is exempt from the 1.10 mph requirements of the Coastal Construetir �i Code, but meet all the other requirements of the City of Atlantic Beach Aui !ding Code. ( X ) The structure includinv foundation, frame, roof decking , exterior wallas and floors has been designed for wind loads of 110 mph, with all design complying with..the 19gl , Chapter 12 , Standard Building Code. r_—r-------rrr—r------SIM—r-rrM-------n►--------------M--------rte (X) Windows, doors and all other exterior devices comply with the 110 mph wind load. r----rrr---- ---w--- M—p------ 0. ------- --------- _ (X ) The structure is located outside the area affected by wave forces, OR ( ) The structure is capable of withstanding wave forces resultino from a wave crest height of feet above 14"13L include,,:, uplift forces. --r -------$--------r--rT---rwrr—�..w--wy----.---.---------,— . ( ) The structure islaeated in p1A Zone A and the foundati(;:: design has considered possible exposure to water and erosi .: ► . OR ( 4 The structure is located in FIA Zone X and the foundation wil : not be exposed to hydrodynamic, hydrostatic loads or water scour, OR ' ( ) Foundation design has been completed with floor el evat i t.:: above the spevlfiad stillwater elevation, and to resist wavQ hydfodynamic, hydrostatic and wind loads acting simultaneousl with dead loads. Erosion computations for the foundatio"i design have takers into account the projected 30-year erosi o.i losses from, a 100 Year storm event and all vertical anij lateral erosion including scour caused by the structural components. _ ---------^-----wr-.--.-------wr-'A .-- -----r No excavation of dunes is included in this pro}ectt, -on"«_ (x) Dune excavations permit is attached. � W --r---r_r---w-rr--M—r-r�r r-r..W rr..rM-rw-♦.r— —w v Certified this 21st. day of January 19 94 Y OEM,) Y Florida Architect 's License No. Professional Engiheax s License No. 12491 i DEPARTMENT OF BUILI)MG CITY Of ATLANTIC tli£ACH t x ' p ",t umb r«" 1 24 Addre � O EARS DE. DRIVE r -ROO ATI��T z BRACH , 4 N :b N� .� t� ECASCTIR .. ; Block t. 9+ CI. xxa r. Ty sI C E section- ? subd:0 01se , D +± 1 in Subdivision440CRANSIDE Y. Esq. VaIue: ? prdv ., cog(t: ,4tib# Total r g� unt, p} l 25,00 k -7777 , 00, ICA C� .p..,y..� 0 KLX! PERMIT. 05 6 � t .«..« DR'A'WI --m.-- � . im Al TEL `RA0 . �fACI ISC N� FLORIDAAl ;a° � , rR� �,13a� Ela "' � °Fwr� b �'A&S 4 i AWR �. F i F NO" E$, t F 4 � 1 { f t NOTICE INSPECTIONSMUST BE RETESTED AT LEAST 24 4i6UAS PRIOR.'-O INSPECTION � UILDIKG MATERIAL,RUBBISH AND DEBRIS FROM THIS WOR"K MUST"NOT BE PLACED IN PUBLIC SPACE,AND MUST BE . C,wEARED UP ANi .FiAULEp AWAY BY"EITHER CONTRACTOR>OR OWNER OFAILURik-T � COIMPLY WITH'' THE MECHANICS' 0E W `T IN tHE PROPERTY OWNE k PAYING TWICE FOR SUI01IN+Gi IMP , OVEMEN S." E $SUED ACCOROING TO A1'P00vela PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO'Aty t SOLATION OF APPLJCASLE PROVISIQdVS OF LAW. : "'4��7 5 f1, ;, i94to �. x 2$i9 A1A1171C CH'BUILDING EPARTMENT 4 CITY Of ATLANTIC BEACH ROOFING PERMIT APPLICATION JOB LOCATION: SY 0CfA'A/S/►0k OR . OWNER OF PROPERTY: To M 4 ^/A'N c.y DAkAtid CONTRACTOR: bAr►!FG A. GRAS2'onJ CONTRACTOR'S ADDRESS: 16go 1=aXNuAl-r ToCA 14 JA CA 1,g V FC . ZIP: 3��•5 `� STATE LICENSE NUMBER: jR.c_00318SN TELEPHONE: 487^DAIR DESCRIBE WORK TO BE PERFORMED: LJ17L1 Yo .gf,+A 4Kg0( Ag7c &4e- <ZR/AICGLAS (.ZG. SGtuAIC&S� VALUATION OF PROPOSED CONSTRUCTION MATERIALS TO BE USED: J{0 y(i. A-kG41?EC7(464(- SAII va,G45 , SIGNATURE OF OWNER: SIGNATURE OF CONTRACTOR: I SWORN TO AND SUBSCRIBED BEFORE ME THIS 1/ 7 DAY OF 1 97 NOTARY PUBLIC Liability Insurance Supplied ,.;E,Y'r Padilla Amonette ? ` t My COWASSION#MW=1 ocPIPS Workers Compensation Insurance Supplied ,;: AWst 27,2000 r WNDED THM TM FAIN NL4Ni AXF NIC. Contractor License Information Supplied Occupational License Information Supplied Permit'No. 1tALGO FORM MM NOTICE OF COMMENCEMENT F8713.+3 Tax Folio No. Book 8724 Pg 446 State of Florida County of The undersigned hereby gives notice that improvements will be made to certain real property, and in accordance with section 713.13 of the Florida Statutes, the following information is provided in this NOTICE OF COMMENCEMENT. Legal description of property (include Street Address, if available) 5Y o cwERn/S 1arE a�I VE A7 4W:Zi g- 66640-1 General description of Improvements RfRcOF wlT/! SH1n1GL.AES Owner "M d- VA•nZCjd OA-kLA2 Address 5'4 ock4^1Si4k�1� 47t,&yZ7 c �C3�� 3a a33 QI.. - - 47'r if P9 448 Owner's Interest In site of the improvement ed Fee Simple Title holder (if other than owner) Filed -j Re37orded Name rltmRy W. COOK CLERK CIRS Address - 1UIT zvUR r-- REC. OUNTYr FL ontr or_jlAn!I EL R- QZ4eAJ7b^J 6.00_ dress_ Qt XO F-aXKQnr7 '7RA1� i P -Tor—,tSo^1V/LLE Surety - Address Amount of bond S Any person making a ban for the construction of the Improvements: Name Address Person within the State of Florida designated by owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes. Name Address In addition to himself, owner designates Of to receive a copy of the Lienor's Notice as provided In Section 713.13(1)(b), Florida Statutes. Expiration date of Notice of Commencement(the expiration date Is 1 year from the date of recording unless a different date Is specified). THIS SPACE FOR RECORDER'S USE ONLY � Signature of ner Printed Signature of Owner Swo to and subscribed before me this day of l '1', i) � •� �/K-1,L4 r s u Printed Notaty My Commission expires ••' CITY OF DEPARTMENT OF. i OW SENNOLE ROAD-ATLANTIC BEACH,FL 32233-TEL 2474AM-FAX 241-5877 A • � A • r �..m../s. • • Addiress: 54 OCEANSIDE DRIVE rATLANTIC BEACH, FLORIDA • • • - : • •t . • . • OCEANSIDE -m 11 r . • - •• r r • r r Ind •�,� W Yds �. Ali { '':y, t-. M1'a'.2 Y. ^Scf3�'�rYb.•'.Y'x -�{" 2' .k rr^�.xa Y. .. �� u'._x,�•� �1 -�K Bch..•�,.�,'�`t` �� E, •„+;'� ,�� •�:.,, .Z �'� t C r ..,�,.�:.�`.w t_ _.yam '.r"`'" .�€•...��x?'-'x;'ra.f'..�..'� :i '�_.y_%'r� „�. �..., • F�. —��, 'S - s..- -aia,`.ii+c�� .i�:a -• .av ■i :?.ter$. i _ aF r2AC SPACE,AND w _}...... w .,5 3rd _.r ka' �.✓.., - '.' '•;,1-.�c � - gg yyq�. • • ti'"wCAJ� '-ll�� +6�.�r e�.�e �� v�-e•I{ � � ns .t�..�x:ie•� BJECT TO REVOCATION, M' r RECEIVED MAR 0 � ean�r ...ay /ii.fr Qt' of Atlantic Beach +i 3 i n Z1tld ZQ--)h,Ag City of Atlantic Beach• 800 Seminole Road Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800 • FAX (904)247-5805• http://www/ci.atiantic-beach.fl.us PERMIT APPLICATION FOR REMODEL, ADDITIONS AND ALTERATIONS, MOVING OR DEMOLITION OF SINGLE-FAMILY OR TWO-FAMILY (DUPLEX) CONSTRUCTION DATE 3- S- 0Z APPLICANT_ {��/N� /' O !I/AnlUy/ p�q,CGCy _ ADDRESS S� OC6Ra1 S tq (79- ATc4,vrt c &1+- ft... PHONE: ADDRESS WHERE WORK IS TO BE PERFORMED 5q 0 GE,1,j S 1C�C— 172 LEGAL DESCRIPTION: BLOCK NUMBER LOT NUMBER 9 4 1 d ZONING DISTRICT d�=— CONTRACTOR IC,&a&'j*Cf E C0v 3Ty2Uc,Ti o,, t vc- STATE LICENSE NUMBER CRC- 031 50$ ADDRESS t?, CONT& 0&0e PHONE ahr Oza CITY STATE F L ZIP 3ZOP 2- FAX 0 GZO(-{ DESCRIBE PROPOSED USE AND WORK TO BE DONE '�E?LAC-E EX TC?-%CARL. WOOD S 101► (t w 1r« IjAutE PRESENT USE OF LAND OR BUILDING(S)_ I�651 D ENG r VALUATION OF PROPOSED CONSTRUCTION zt�oe Is this an addition? If yes,what are the di ensio of the added space: feet by feet Will the added area be heated and cool New electrical or increase in service? New plumbing fixtures? 100 ew f rep New heating/air conditioning? Is approval or Homeowner's Association or other 'vate entity required? If yes,please submit with this application. PROCEDURE: (In order to expedite issuance of permits, please follow all steps and provide all information as appropriate.) STEP 1. Verify zoning designation and proper setbacks for the proposed construction. If you are unsure of this information,please contact the Planning and Zoning Department at 904-247-5817. In order to correctly verify zoning designation,please have Property Appraiser's Real Estate Number available. STEP 2. Contact the City of Atlantic Beach Department of Public Works to determine if a pre-construction or post-construction topographical survey is required. (If not required, written verification must be provided with this application.) The Department of Public Works is located at: 1200 Sandpiper Lane,Atlantic Beach,FL 32233 Telephone: (904)247-5834 STEP 3. Please submit Energy Code Forms, Notice of Commencement, Owner/Contractor Affidavit if owner is contractor, and four(4) complete sets of construction plans to the Building Department, which is located at the Atlantic Beach City Hall, 800 Seminole Road,Atlantic Beach,FL 32233 Telephone: (904)247-5826 01/02/02 In addition to construction and engineering detail, plans must contain the following information as appropriate for the type of work being performed. Scale of drawings should be sufficient to depict all required information in a clear and legible manner. I. Current survey showing the property boundary with bearings and distances and the legal description. 2. Location of all structures, temporary and permanent, including setbacks, building height, number of stories and square footage. Identify any existing structures and uses. 3. Existing and/or proposed driveways. 4. If required by the Department of Public Works, a pre-construction topographical survey. 5. Any significant environmental features,including any jurisdictional wetlands, CCCL,natural water bodies. 6. Impervious Surface area calculations. (Swimming pools may be excluded from total Impervious Surface.) 7. Other information as may be appropriate for individual applications. I HEREBY CERTIFY THAT A7INFRMATION PROVIDED WITH THIS APPLICATION IS CORRECT. SIGNATURE OF OWNER DATE ) I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF THE 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 FEDERAL,STATE OR LOCAL RULES, REGULATIONS,ORDINANCES,OR LAWS IN ANY MANNER, INCLUDING THE GOVERNING OF CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION OF THE PROPERTY. I UNDERSTAND THAT THE ISSUANCE OF THIS PERMIT IS CONTINGENT UPON THE ABOVE INFORMATION BEING TRUE AND CORRECT AND THAT THE PLANS AND SUPPORTING DATA HAVE BEEN OR SHALL BE PROVIDED AS REQUIRED. SIGNATURE OF CONTRACTOR 1 DATE Z ADDRESS AND CONTACT INFORMATION OF PERSON TO RECEIVE ALL CORRESPONDENCE REGARDING THIS APPLICATION (PLEASE PRINT) NAME_ 1(6 _96M4f]RS 6dn1S7L20GT(4-J IBJ J1\MNP_y ?\c MAILING ADDRESS (Z 20/'+T_6 062ed-t Gl kZ. ]a PiTc U&�>/rry EL- 3 vZ O8 2- PHONE PHONE 5'.� 0 3 (PZ FAX o?S6 O 2-0 E-MAIL SWORN AND SUBSCRIBED BEFORE ME THIS DAY OF STATE OF FLORIDA,COUNTY OF DUVAL 1(2 Rt P(J Katherine WT- Orel ARY' IGNATURE i� e�� Personally known Commission I#CC 76942 Fxplres AUG.23,2002 BoNGCD THRI! % AS T • N'f1C BONDING CO..INC. Produced identification Type of identification produced AS TO CONTRACTOR: ❑ Personally known 5.�Toduced identification L S Type of identification produced �, L 4-70 01/02/02 5 MIN. RETURN )h ook 10385 tPagLe 1476 PHONE#- :2100 , 4860 Paler 1476 C� (/ Filo 06/2002 02• JIM FULLER •00:33 P!1 CLERK CC�IRTCrOIT COURT NOTICE OF COMMENCEMENT TRUST FUND l 1.00 RECWDIRRG ! 5.00 TO VV',,GN1 ;T ,iNIAY C.'ICNCERN: 5 MIN. RETURN PHONE# .�91�0�3, Hook toaa5 Ramie 1476 4H6o /► : 14f 76 (� filed 6 Recorded JIM4f1/p, 02:00:33 PM MW TYCLERK COURT NOTICE OF C0I1VIMENCENIENT TRMT FRECMI(ft : 00 TO W:;OIVI IT NIAY '—'CNCERN: The undarsigned 'hereby informs all cancamed that improvements will be made to certain real property, and in accordance with Section 713.13 of the Florida Statutes, the following information is stated in this 140TIC_OF CG('vINIENCENIENT. Oescription of Property CC.&I-t-rSt©6 4(o r5 010 General 0escrotion of Improvemerrts_`�(Q t n!4L Owner Address: 5t' p A-ti FL 3.Z-.33 Owner's interest in site of improvements: Fee Simple Title Holder(if other than owner) Name Address Contractor Vcc 3k7�� 6O-rJSTt2.c> V-13 C-- Address (;L Address1ZGc 4 pd•�r6' 3��od2 Surety (if any) Address Amount of Eand S Name of person within the State of Florida designated by owner upon whom notices or other documents may be served: Name Address In addition tc himself, owner designates the following person to receNe a copy, of the Lainces Notice as provided in Section 713.13(1)(F), Florida Statutes. (Fill in at Owner's option). Namur E; bl�[I7lS CA�JTI�UGl'�UrJ Address:__/_-% 3;z 8 'Owner Swam to and subscribed cefore me this da of o1*RY Pp�l Katherine Karr-Garcia a Commission #CC 769422 9 T Expires mjG.23,'2002 N tart' Pu a BONDED THRU t ,d TLAW a eONDINQ co.,iNr- SnRS-L*2-t,06 zuaw'z..reda[I 2uipjing e0t :80 20 s0 -+ew DATE: _7_ ! g=_9 T__ PRE—SERVICE DIVISION JACKSONVILLE ELECTRIC AUTHORITY 233 WEST DUVAL STREET JACKSONVILLE, FLORIDA 32202 THE FOLLOWING FINAL INSPECTION(S) HAVE BEEN MADE AND ARE SATISFACTORYs 7)eluE- ------------ ------ -------,------------------------------------------ ------ ------------------------------------------------- ------ ------------------------------------------------- ------ � ------------------------------------------------- Enclosed are the blue copies of the permits. S I ELY, BUILDING INSPECTION DIVISION cc: FILE ✓ATE• FRE-SERVICE DIVISION JACKSONVILLE ELECTRIC AUTHORITY <�3 WEST DUVAL STREET JACKSONVILLE, FLORIDA 32202 THE FOLLOWING FINAL INSPECTION(S) HAVE BEEN MADE AND ARE SATISFACTORY : - ------------------------------------------------- ------------------------------------------------- ------ ------------------------------------------------- ------ ------------------------------------------------- Enclosed are the blue copies of the permits. SINCERELY, BUILDING INSPECTION DIVISION cc :FILE TRANSMITTAL DOCUMENT FOR JEA DATE: -�- / - TGV The following permits have passed "rough" inspection: Permit No. Address Rn plorse&xtxexxx=xgtx'kue*xmpdxmxcafcxbhexp=mt*=. Please update your records accordingly. C?ThayI LERK CITY OF ATLANTIC BEACH /vcb P.O. BOX 033150 Bill Thompson Electric Co. ATLANTIC BEACH FLORIDA 32233-0150 TELEPHONE 249-5601 August 3, 1994 City of Atlantic Beach 800 Seminole Road Atlantic Beach, FL 32233 ATTN: PAT/DON FORD Re: 1994 Permit #8088 54 Oceanside Dr. Dear Pat & Don: As per our conversations, at this time we would like to request the responsibility for early electric power at the above referenced in order to facilitate job completion and to hot check all equipment for thirty (30) days. Thank you for�your help and cooperation in this matter. W.R. Thompson, IV Master Electrician WRT,IV/tl cc: Job File y y t =i 1994 Building and Zoning x BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH ATLANTIC BEACH, FLORIDA 92288 APPLICATION FOR MECHANICAL PERMIT CALL-IN NUMBER IMPORTANT — Applicant to complete all items in sections I, II, III, and IV. LOCATION Street Address: One , OF Intersecting Streets: Between And BUILDING Subdivision II. IDENTIFICATION — To be completed by all applicants , In consideration of permit given for doing the work as described in the above statement we hereby agree to perform said work in accordance with the attached plans and specifications which are a part hereof and in accordance with the City of Jacksonville ordinances and standards of good.practice listed therein. Name of Mechanical Contractors Contractor (Print) 0.4v /q Master A C'0 Name of Property Owner V 17Z Signature of Ow i - Signature of or Authorised A Architect or Engineer 111. BEN L INFOR A, Type of hating el: B. IS OTHER CONSTRUCTION BEINGDO ON Electric(ri tric THIS BUILDING OR SITE?_7 Q Gas—❑ LP ❑ Natural ❑ Central Utility IF YES, GIVE UMBER CONSTRUCTION Q Oil PERMIT Q Other— Specify IV. MECHANICAL EQUIPMENT TO tE INSTAL.LEO NATURE OF WORK (Provide complete list of components on back of this form) Residential or ❑ Commercial Heat ❑ Space ❑ Recessed f� Central O Floor New Building Air Conditioning: QRoom ental 13Existing Building Duct System: Materiel.. Thickmsss ❑ Replacement of existing system J� op � Masimum capacic.f.m. New installation(No system previously installed) lr/ � ty Q Refrigeration ❑ Extension or add-on to existing system Q Cooling tower: Capacity g.p.m. El Other — Specify Q Fire sprinklers: Number of heads_ Elevator ❑ Monlih ❑ Escalator (number) THIS SPACE POR OFFICE USE ONLY Q,Gasoline pumps (number) (Reeeived) M. Tank, (number) Remarks Q LPG containers (number) Q Unfired pressure vernal Q loIllers Permit Approved by Do Q Other — Specify Permit�. ,s' 'f�5' LIST ALL EQUIPMENT AIR CONDITIONING AND REFRIGERATION EQUIPMENT gq"ty Approving Number Unity Description Model Number Manufacturer (Tons) AgOID c ' HEATING • FURNACES, BOILERS, FIREPLACES pad Xjgpber Units Description Yodel Number Etanufacturer f(S3T[J) O o TANKS ifiionr Many NOMAW Capacity Type LQu1d Name at Serial Appcovimg sad Dimensions Contained Manufactwrar No. y //CITY OF >Q /3 (C elacA-&;&UJ42 Office of Building Official REQUEST FOR INSPECTION Date L Permit No. ?Y33' Time A.M. Received P.M. .017 `�' "Y -<, Job Address Locality Owner's Name Contractor BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Ing Ll Footing ❑ Rough Wiring ❑ Rough ❑ Air Cond. & ❑ Re \ Slab ❑ Temp Pole ❑ Top Out ❑ Heating nsulation IX Lintel EJ Final rl Sewer O Fire Place ❑ Pre Fab READY FOR INSPECTION A. Mon. Tues. Wed. Thurs. Friday 1 nspection Made � / A.M.APM. r Inspector Final Inspection O Certificate of Occupancy ❑ Date CITY OF Office of Building Official D Q REQUEST FOR INSPECTION Date Permit No. Time l(y l�/ A.M. Received � PM, Job Address Locality Owner's Name tractor LDING CONCRETE ,.Con RPLU BING NICAFraming ❑ Footing ing ❑ oug Air Cond Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating Insulation ❑ Lintel ❑ Final ❑ Sewer ❑ Fire Place Pre Fab READY FOR INSPECTION Mon. Tues. Wed. Thurs. Friday�_I inspection Made PM l _ Inspector final Inspectio Certificate of Occup- cy❑ I _ Date vr� CITY OF �Ev" T I C) Office of Building Official REQUEST FOR INSPECTION Date Permit No. Time A.M. Received P.M. I Job ess Locality � Owner's ) 2 Name BUILDING CO RETE E �~ PLUMBING ECHANICAL Framing Footing C Rough Wiring ❑ Rough ❑ Air Cond.& C Re Rooting C Slab 1 Temp Pole i Top Out C Heating Insulation G Lintel Ci Final ❑ Sewer [:1Fire Place y'�]� '1/� Pre Fab READY OR NSPECT ON Mon. Tues. Wed. Thuya. Friday FA(" �. A. Inspection Made P.M. Inspector Final Inspection Certificate of Occupancy G Date CITY OF Office of Building Official l REQUEST FOR INSPECTION / Date __��_ � Permit No. Time ��/y Received P.M. / L2e.2 �,E .0-C Job Address Locality Owner's �Lj— Name Contractor ICA UMBING MEC ANICA� DIN CONCRETE (�-�FrartdP gf' Footing —' R g 9 ❑ Re Roofing C Slab Ll Temp Pole Heating Insulation ❑ Lintel ❑ Final ❑ Sewer r Fire Place � READY Pre Fab ( : INSPECTION / Mon. Tues. / 1 Thurs. Friday Pl M n A.M. Inspection Made /�`` lFs10r�► Inspect _ Final Inspection ❑ Certificate of Occupancy Date _ t -' 09PAMMINT OF BUILOIN© h- r I" CITY OFATLANTIC 13PACH f . °I P� ` !ESTI : _ LO JkT I ON INF ORM 14��i . • Addre ; ,. " 6Ct ,... . RR , ' ATI►A IC BLACK, PLORIDA132233 ---- - L GAL Z4 Sdft l PT ION FR. Secti 'r PoAed e: .IN'9L 'A1tL Tri _ + ; Iconqcl Su ."QYII} o .00 Tot Yk " v u� � a :. � I "`" P ' I ' IQi EL d.m IE'LMIT X225 I"IL BRIE S£3 10 � T P10 AL R t6 ` � L-R.R.RADON CAO' x ''PROVE lrT 'CONNECTION WO ORIDA', 322 Type_ � T 1 CONST, 13 ., C i{ i „ f 4 ' � r t , f x , k { i f 1MEyTICE AI:L CC ICt QI3�A$AN©POOTING MUST 8R INl�il'EG'iEI3`l31 l�i�R PO RING j q " PFM1T VOIt?StX MONTHS ASTER RATE OF tSU'E ' 1 l t.I Ffit'a MATERIAL", Ua ISI".N Rid IS FROM THIS WORK MUST NQTlQf*,KACEfl IN P1dBG#'C"SFAf E,AND MUST BE CL Af Et3 UP ANR I�IAULEp AWAY BY ITI ' f3 CC?NTRACTOR,OR OW' ' ly loft 4, U D ACCQRi7111 TQ�APPRQVit! PLAN$ WHICH ARE PART OF.THIS PERMIT ANIS SUB,l�CT'to RSVQCATIO 1,FOR fi t A ISt:Q 'hP LOA I,#T PRp #$IbN4 QF CAVIL. ATL, 1WTt EACH LDINa DEPARTMENT I erat ^s { 5f13 01 Receipts Tatar CITY OF ALASTIC BEACH ROOFING`PERMIT APPLICATION owner(s) :. Al! Address:- -> 1 ��c' /1' S cIti Cp/_ Phone: Lot # , Block or jUnit # Subdivision: Contractor: ,��5 ' �✓� f� xr�'G%� Address : 4=,z-d<4_' City, State and Zip of�/fes' Phone1171� '-�� ` State License Describe work to be performed: �,p i Valuation of Proposed Construction: Materials to be used: Signature of Owner; 7,E, Signature of Contractor: r Liability Insurance Supplied Workers Compensation Insuran a Supplied_ License Information /CITY OF Office of Building Official REQUEST FOR INSPECTION , :_ Date Permit No. Time s A.M. Received P.M. j Job Address cality J ) Owner's / Name Contractor Jam/ BUILDING NCRETE "ELECTRICAL PLUMBING MECHANICAL Framing 1-1Rough Wiring Ci Rough ❑ Air Cond. & 1-1 Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating Insulation ❑ Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ Pre Fab READY OR INSPECTION Mon. We Thurs. Friday Inspection Made Inspector. �� _ _ � Final Inspection ` Certificate of Occupancy ❑ Date �{ �r,- /CITY OF 99&U44 U4__ Office of Building Official REQUEST FOR INSPECTION Date _ Permit No. -7 y✓d Time A.M Received Jo dress Locality , Owner's C�� Name _ Contractor BUILDING CO ETE ELECTRICAL PLUMBING MECHANICAL Framing Ci Rough Wiring ❑ Rough ❑ Air Cond. & ❑ Re Roofing ❑ Slab Temp Pole ❑ Top Out ❑ Heating Insulation ❑ Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ Pre Fab READY F R INSPECTION A.M. Mon. Tues. Wed. Thurs. Friday P.M. Inspection Made -- - Inspector__ _ _ inal Inspection C. Certificate of Occupancy C Date 'p If), CITY OF 4& a is Bee A-filar Office of Building Official REQUEST FOR IN SPE ION z -97916 Date �_- 22 -9Y � Permit No. Time Z U Received _P.AA. �- 5 Z/ ( 'deo n s i/-) Z- -�)e/v� Job Address Locality Owner'sJ� —7 Name _ `� Contractor l✓yt BUILDING CONCRETE ELECTRICAL CLUM�ING� MECHANICAL ❑ Framing Footing EJ Rough Wiring Fi Roug?F_. Air Cond. & Re Roofing ❑ Slab ❑ Temp Pole F i Top Out ❑ Heating Insulation ❑ Lintel ❑ Final ❑ Sewer ❑ Fire Place Pre Fab READY FOR INSPECTION Mon, Tues. Wed. Thurs. Friday Inspection Made o +�S Y A.M.A.M nspector__ . z� T— Final Inspection ❑ Certificate of Occupancy ❑ Date L/ CITY OF ATLANTIC BEACH, FLORIDA Approv*d by APPLICATION FOR ELECTRICAL PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE: IMPORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORM- SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, WHICH ARE A PART HEREOF, AND IN'ACCORDANCE WITH THE ELECTRICAL REGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES. BILL THUlvlrsui� ti- i�.- Co., P.0. BOX 330150 , 3-0.150 /4 ELECTRICAL FIRM: MASTER ELE ILIAJ� U E JQURNEYMAN NAME_. ADDRESS: _ T 1;.11ll&RFD BOX BLDG.SIZE BETWEEN: RES. APT.( 1 COMM. ( ) PUBLIC( ! INDUS.( ) NEW( ) (:EDR) REW.( ) AODITIO RAILER ( ) TEMP.( ) SIGNS ( ) SQ. FT: SERVICE: NEW( ) INCREASkj-::r_ REPAIR ( ) FEE CONDUCTOR SIZE -,7j--r AAMPS COPPER ALUM,-0-4 57 SWITCH OR BREAKER AMPS PH W VOLT RACEWAY Z EXIST.SERV,SIZE AMPS PH W ZOV OLT RACEWAY FEEDERS NO, SIZE NO. SIZE NO. SIZE LIGHTING OUTLETS / CONCEALED OPEN TOTAL RECEPTACLES 5-5- CONCEALED OPEN TOTAL 0.30 AMPS. 31.100 AMPS. /b SWITCHES (0 ,p INCANDESCENT FLUORESCENT&M.V. FIXED I0.100 AM S. OVER APPLIANCES I I I SELL TRANSF: t o AIR H.P.RA ING H.P.RATING CONDITIONING COMP.MOTOR OTHER MOTORS AMPS ICEIL HEAT: KW-HEAT X 22;u erj 0•'I OVER MOTORS H.P. VOLTAGE PHS NO. 1 H.P. VOLTAGE PHS MIISELLAN OUS jj 42 . TRANSFORMERS: UNDER 600 V. OVER 600 V. NO. KVA NO. lKVA NO.NEON TRANSF. N0. VA. MA. MOTOR SIZE SWITCH FLASHER EACH SIGN FORWARDED TOTAL FEES` �� fi 7916 , f , DEPARTMENT OF�UIrLDING CITY 4F ATLANTIC BEACH I Rti 'f' f{I1 1 CRMA2ION - _ . LOCATION INI C3RM TI lit I ?: t Nusnbe 7416 Address: 4 OCEANSIDE ,DRIVE 1 Ilt t ' Yp FLUMf3IfVC ATLANTIC BEACH, FLORIDA 32233 Ass.,... N r ADDITION N ,.----,�a,.-- ZOAL DESCRIPTION -- C� .t I`{'�Iy�' RC ?Z3T FRAME[} Lot: w�M Block: �l ock t E�f�'�1 1 oto K ... Us- +k SIItfi3l,iw AKIL .L 7r M1i.. •iw M " s . Dade: SuEds vx erzs p OCEANSIDE tf1 3d va Lie: $0. 00 i sto Tot A Ara6un 4 6, 50 , `,13 9BINo IN ADDITION -90 7kTION APPLICATION FEES �,. . I N PERMIT46. 5 l IDE DRIVE WATER IMPACT FEE 50 .00 I FLORIDA sE I ' tFEE ' s 00 O FORM � —.. I��>�c�N CSE � $0 . ICAP 'ITAL IMPROVE. $0 .0 Ne C Nth _ F&""..TAP .._ {SCI BLVE ,. A LLE: FL 32.22'.4,..w. HYI+tRAILIC SCARE ' ; C►,44 { CF`� '2 , Type-* 0 qROSS CONNECT I()N �k�Q{}# (S�EC�.N. IMPACT FEE , 0. , �s • P "";'.wv",,ua�m ..,,+m„ ,. r ma.aa;.., WM.rsd � .J � ;n.a„ ,a 0. "'wail7777 ., ] }pE f y 7, 4 ✓ � j E �, � 1 v I ' s NOTICl ALL CONCRETS FORMS AND FOOT1Nt3iS MUI3T 8E INSPEaTER SEF© »PflURIN�ai r PERMIT VOID SIX MONTH S AFTER BATE OF ISSUE ILOING MATEfIIAL.�R,UBBiSH AND D.EORIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE.AtdD hrtLiST BE EAR.I5D UP AND HAULED AWAY'BY EltHfrR CONTRACTOR OR OWNER �: A LUR= ;To COMLP�Y WITH THE MECHAMI S' LS H t,.1�W CAN ROW IN �t PRQRTY t3rIVNi PAYING TWICE FCR BU�L.DI�IG ]M + VaMENTS." IISSUI~p,ALCOR ING TO APPROVED PLANS'WHICHL ARE PART OF THIS PERMr RNR"SUBJECT TO;REVOCATION FOR 1iQLKTION OF A PLICAF3LE PROVISIONS OF'LAW. AW. pppppppp app�fQpppEt A ANTIC BEACH BUILDING DEPARTMENT 2/22/" 01 . a e, CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT JOB LOCATION: 55� 0.El�Nsr.o,c Cie IVE OWNER OF PROPERTY: OAK�F� BUILDING CONTRACTOR: !Qot4ve►n► CO3JSTRuc roN PLUMBING CONTRACTOR 8d'G PCof+A#f►G Co AND ADDRESS: 13gq 7 BCAcN $LyO. TELEPHONE NUMBER: 123 -358S STATE LICENSE NO: a(=co IIS q 3 r TYPE OF BUILDING: S►NlaCE f AMP TYPE OF WORK: HOW MANY OF THE FOLLOWING FIXTURES INSTALLED SINKS SHOWERS Z LAVATORY WATER HEATERS 1 BATH TUBS DISHWASHERS URINALS DISPOSALS 2 CLOSETS WASHING MACHINE FLOOR DRAINS SHOWER PANS OTHER—!-- 8AR SINKS TOTAL FIXTURE COUNT: 9 x $3.50 + $15.00 = $ ---------------------------------------------------------------- INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE MOST RECENT EDITION 'OF THE SOUTHERN STANDARD PLUMBING CODE. CALL A DAY AHEAD TO SCHEDULE INSPECTIONS - (904) 247-5826 ri x , IMPARTMENT OF 80WO 01tY OF ATLAN`1'11~ -, F :M I. INFORMATION INFORMATION « .« ' � "LOCA e Address. 54 bEANSIDE DRIVE .� BCI U INO ATLAN I ' )�LC}R�A 2 3 - ' W k.# ADDITION LZQAL DES, C IPTION ,04 I k Y e, WOOD l`RAMZR Iat» + a S t cry U I NOL FAMILY Town, h�P� SMG: 1, Code., Subd �r ,0r Foal b C C N U tal $ , 19 + x t x $ s. Tl 0 _- APPLICATION FEES - ----- OAKLEY, Addr€ ILS JA, IMPACT FRP I N< t fif F i P - APanve MMOVE '71 41141, w.. � R ON A { ` , ��k 7«� TAP , � ��iL�C � 7x� �� d � €A � - � ! 'EYP � � ,� R Ba C ftmic "ION } R :N 110ACT FEE . i PAID i. FEB I U M4 NQ1`10E AtI�.CENCRETE JFQAJII $AM©Ft3ClT1Nt &11AU$T ,1N8PECTI6SEPOIE#0UAjNQ1, f E PeRmIllt VCtit? lXMONTH$Af7ER DA71 C ISSUE 4 BU Lf I VG MATERI , RUBBISH AIWA OEBRiSr PROM THIS WORK M.UST.l O7 BE PLACED IN PUBLIC SPACE,A.ND�MUST BE 1 14RI»i�UP AND AUL,ED AWAY BY EITHER 0,ON'rRAC7+DR.0Fi OW�11~FI' � �A L:L1 iEPLY WITH TH9 McCHA ICS' UEN LAW CAN RE 1JL. IN aWN R: ' !►YIPIG " VK E FQR "JIMPR YEMEN AC4014E31 G 7O APPROVED PLANS WHICH ARE PART OF TM1S PEF#MIT AND Stl3.lECT 70 REVOCATION F4�R tAT' N OF AP1� 1r;.A81.E PRC�utSION$CJF L A L�t BEACH S ,04N.G DEPARTMENT 4' 1 F'BPl�r+iC•1R3,k'Ri�.�i ,.av',f:.�f;' Notice of Commencement (PREPARE IN DUPLICATE) To whom it may concern: The undersigned hereby informs you that improvements will be made to certain real property, and in accordance with section 713.13 of the Florida Statutes, the following information is stated in this NOTICE OF COMMENCEMENT. Description of property -------- ,Qts_-.-4--and--ID-,._Qceans iCle__Driv..ey__.Atlanti-C_Beach.. -------------------------------------------------------------------------------------------------------------- General description of improvements _adt3ifi0ri--t0---exis-t i ric__h0me__cIn -L.Od__1.Q.i__--___--_. Oceanside Drive -------------------------------------------------------------------------------------------------------------- Owner ---T. Daffin and Nancy Oakley Address _4-4Eaa-R,&3-de---Dri_Ve------At-lamtic__B-each,--F-loxida--32233---------------- r Owner's interest in site of the improvement ---Pxj_maty-_res-idenn_c_e---------------------------------. Fee Simple Title holder (if other than owner) -pyariears,-------------------------------------------------- Name ---------------------------------------------------- --- Address ---------------------------------------------- -- ------- --------------------------------------- Contractor ----FrQLi_We_a.n_Con-qtxllc_tion.,__1-nc.-.-.------------------------------------------------ Address -----73--Ocea-n-s-id-e--D-rj-v-e;-At1anti-C--Be-aeh-i---PI-o-ri-da--32-2.3-3-------------- Surety (if any) D-Oxle--------------------------------------------------------------------------------------- Address ------------------------------------------------------------------Amount of bond $--------------- Name and address of any person making a loan for the construction of the improvements. Name ---------------------------------------------------------- Address ---------------------------------------------------------- - - ---------------------------------------- Name of person within the State of Florida, other than himself, designated by owner upon whom notices or other documents may be served: Name ___T. -Da-.f-i n---an-d--Nam-y--Oa-k ley--------------------------------------------------------- Address ------------5-4__O..Ceans�de -Dxa.v�, -�tlantar�- r-F ir3a-32233------ In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.06 [2] [b], Florida Statutes. (Fill in at Owner's option). Name ----------------------------------------------------------------------------------------------------- Address -------------------------------------------------------------------------------------------------- THIS SPACE FOR RECORDER'S USE ONLY '�' "O&wvn SwLorij to and subscribed before me this _-----__- - ----- da of ---- =9 - - ----- r --'�-- ------ r-'--i� Notary Public ----_---• NOTARY PUBLIC;STATE'OF PLORIDAT. 1 MY COMMISSION EXPIRES SEPTEMBER I -* ) BONDED THRU HUCKLEBERRY i ASSOCU►TS �i I 4191994 CITY OF ATLANTIC BEACH Building and Zoning PERMIT APPLICATION REMODEL, ADDITIONS OR ALTERATIONS DEMOLITIONS Owner(s) : Nancy and Thomas Daffin Oakley Address : 54 Oceanside Drive, Atl. Bch. Phone : 241 -2519 Lot # 9 & "Block or Unit # Subdivision: nnAanside Contractor: Frohwein Construction, Inc. Address : 73 Oceanside Drive, Atl . Bch. Phone No: 24.6-6959 Describe work to be done: Addition to existing residence. _ Present use of building; Residential Valuation of Proposed Construction: 150Z0000 _00 Proposed use: gacidential Is this an addition? ye_ s If yes , what are the dimensions of see attached plans the added space: ft . X ft . Will the added area be heated and cooled? _ New electrical (or increase)?fires New plumbing fixtures? y sNew fireplace? no New Heat/AC? yes SUBMIT THREE COMPLETE SETS OF PLANS, INCLUDING SITE PLAN , SURVEY , ENERGY CODE FORMS , NOTICE OF COMMENCEMENT , AND OWNER/CONTRACTOR AFFIDAVIT, IF OWNER IS CONTRACTOR. Signature OWNER: G Date: 1 -18 Signature CONTRACTOR: Date: 1 -18-94 D P F'PR �oFPCc'F C\p4 o� P�G fig* 8y C I T'Y OF ATLANTIC BEACH-PERMIT CALCULATION EiBET Address �� G�/3',�S [yF /Lr �/`�� !%1 CU r /, Date__ y-9 7 Heated Square Footage @ $ per sq ft = $ Garage/Shed @ $ e sq ft = Carport/Porch 11 � @ Der sq ft = $ V Deck @ $ per sq ft = $ Patio �`" @S ersgft = $ TOTAL VALUATION:�/ $ 'TSD " v $ D Total ' Valuation Ist $ �& Remaining Valueper thousand or portion thereof TOTAL BUILDING FEE $ + 1/2 Filing Fee $ --RQ-S',0 e ( � ) Fireplaces @ $15.00 $ /S BUILDING PERMIT FEE $ 9 , WATER IMPACT FEE $ a•N?a SEWER IMPACT FEE $ n•(0 0 WATER METER/TAP $ — Z) -- CAPITAL IMPROVEMENT SEWER TAP $ D 0581') RADON (HRS) C6�45 $ a ( ) RADON (CAB) .005 $ �5 SECTION H PAVING ( ) $ HYDRAULIC SHARES $ CROSS CONNECTION $ (S ) SURCHARGE .0050 $ .9 OTHER $ GRAND TOTAL DUE ADDITIONAL PERMITS OR FEES: Mechanical Plumbing Electric/New Electric/Temp ;SwimmingPool Septic Tank Well Sign Finish Floor Elevation Survey ; Other CALCULATIONS and/or NOTES: CITY OF ATLANTIC BEACH Fixture Unit Worksheet for Water Impact Fee FIXTURE UNITS ARE ESTABLISHED AS THE MEASUREMENT OF WATER DEMAND FOR EACH WATER FIXTURE UNIT INSTALLED AND CONNECTED TO THE CITY WATER SYSTEM. THE WATER SUPPLY CHARGE IS HEREBY FIXED AT TWENTY DOLLARS PER FIXTURE UNIT CONNECTED TO THE CITY WATER SYSTEM. BATHROOM GROUP CONSISTING OF SERVICE SINK TRAP STAND WATER CLOSET, LAVATORY & BATH (8) TUB OR SHOWER STALL (6) 1 .2— WATER CLOSET WATER CLOSET, TANK OPERATED (4) VALVE OPERATED (8) BATHTUB/SHOWER (2) URINAL WALL LIP (4) SHOWER GROUP PER HEAD (3) FLOOR DRAIN (1) SHOWER STALL DOMESTIC (2) LAUNDRY TRAY (2) _LAVATORY (1) 0f7- COMBINATION SINK AND TRAY (3) WASHING MACHINE (3) POT, SCULLERY SINK (4) DISHWASHER (2) WASH SINK EACH SET OF FAUCETS (2) KITCHEN SINK (2) DENTAL LAVATORY (1) KITCHEN SINK WITH WASTE DENTAL UNIT OR CUSPIDOR (1) GRINDER (3) BIDET (3) URINAL STALL, WASHOUT (4) FLUSHING RIM SINK (8) COMBINATION SINK AND TRAY WITH FOOD DISPOS. (4) URINAL, PEDESTAL, SYPHON JET DRINKING FOUNTAIN (1/2) BLOWOUT (2) LAVATORY, BARBER/BEAUTY ICE MAKER (1/2) SHOP (2) LAVATORY, SURGEONS (2) SURGEONS SINK (3) JACUZZI (2) (_� URINAL STALL, WASHOUT (4) TOTAL FIXTURE UNITS < @ $20.00 EACH $ "260,00 JOB INFORMATION EA-,u'' Ir �/L� � -p D/ 71 CITY OF Be4cls-99A Office of Building Official REQUEST FOR INSPECTION Date_ Permit No. Time A.M. Received RM Job Address Locality Owner's Name _ Contractor BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing C ting Rough Wiring I i Rough L I Air Cond. & Re Roofing ❑ Slab "11 Temp Pole Ll Top Out f' Heating Insulation -1 Lintel C_ Final ❑ Sewer ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION Mon. Tues, Wed. Thurs. Friday A.M. Inspection Made — r — --- —P.M. Inspector— �_�_=�_ Final Inspection ❑ Certificate of Occupancy I i Date _ __ t I F � DOARTIMENT OF WILDING CITY 4F ATL,ANTIC.QEACH p It . N ai�or., Addreis , AN , UTILITIESAT'LA 'rt PACHi . SSRI 2 C ' c� sa Nth �_: � � �» AI: DESCRIPTION o)m Lot I pro E 05 2 5 46 ION N" �., ..�. .P'P G A' N- FEES, f f f Fly 0 Al Ae t 0 AN P-N«3Rr `� ►» C C� . ., RA ON OAS ., . Yj EWER TAP 7 r r s rt 4 e t N©T#CE--ALN.Ct)NCRETE"108M$AND FOOTINO$MINT BE.11M$PEC.TEQ"Et�FfliRt P41J�IWGi �" r PIERMt!T V040t SIX MONTHS AFTER DATE OF ISSUE i i 1tC 13 MATE RIAL,"RUBSISH AND#� �R t*ROM THIS WORK MUST"NdT E'� "#LACEGt i�f F"U$�tC SPA►C�y A40 Nt�tST$E " �EA UP AN[}'I AULEp AWAYEY 1 fHEfl Ct�hITRACTL3R CSR Q1A��+f��l 1= iLURE T omPLY l`ITN 't`ME I�I�CH� � S' �:JEN, iN CAN RE " .. + t BU 3 /�CGQR©iNC TQ APPRQIlEd Pt AN3 WHICH" ARE PART, -t T",iS PEfi�t01T AN0.1191i t�! tTtlf4t"OF A .ICABLE tjRC' (I,SlC9N ;LAW; A G EIEACH SUILDINpE.PART r NT CITY OF ATLANTIC BEACH " BUILDING DEPARTMENT INSPECTION REPORT JOB LOCATION 54 —1 OCEANSIDE DRIVE PERMIT# 1134 ATLANTIC BEACH, FLORIDA 32233 SUBDIVISION OCEANWALK OWNER NAME FROHWEIN CONSTRUCTION PHONE (904)241-9051 LEGAL DESC: LOT BLOCK SECTION PERMITTYPE ELECTRICAL aMt, + CLASS OF WORK PaoposED USE TEMPORARY POLE CONTRACTOR BROOKS AND LIMBAUGH SINGLE FAMILY 4 WORK DESCRIPTION CS 3#6 60 AMPS ALUM SB IPH 3W 230V CABLE RACEWAY INSPECTION REQUIRED 12 FINAL ELECTRIC INSPECTOR AM R DATE INSPECTED f- 49p� BY �`-�� APPROVED REJECTED ❑ COMMENTS w CITY OF ATLANTIC BEACH .wl BUILDING DEPARTMENT INSPECTION REPORT JOB LOCATION PERMIT# a 54 OCEANSIDE DRIVE SUBDIVISION 1045 ATLANTIC BEACH, FLORIDA 32233 ocesnsi.de OWNER NAME PHONE FROHWEIN CONSTRUCTION (904)246-6959 11001 LEGAL DESC: LOT BLOCK SECTION PERMITTYPE 10 CLASS OF WORK BUILDING CONTRACTOR PROPOSED USE NEW FROHWEIN CONSTRUCTION SINGLE FAMILY WORK DESCRIPTION CONSTRUCT NEW SINGLE FAMILY PER PLANS 100227 INSPECTION REQUIRED INSPECTOR ` 5 FRAMING AM DATE INSPECTEDgy APPROVED i REJECTED COMMENTS CITY OF ATLANTIC BEACH BUILDING DEPARTMENT INSPECTION REPORT JOB LOCATION PERMIT# 54 OCEANSIDE DRIVE SUBDIVISION 1407 OWNER NAME ATLANTIC BEACH, FLORIDA 32233 OCEANWALK PHONE FROHWEIN CONSTRUCTION (904)249-8251 LEGAL DESC: LOT BLOCK SECTION PERMIT TYPE CLASS OF WORK MECHANICAL CONTRACTOR PROPOSED USE NEW OCEAN STATE HEAT & AIR SINGLE FAMILY WORK DESCRIPTION INSTALL NEW NEW 2 TON AND 3 TON HVAC SYSTEMS INSPECTION REQUIRED INSPECTOR " 7 ROUGH MECHANICAL AM v DATE INSPECTED 46 ^ -O `ZBYC./ APPROVED �� REJECTED COMMENTS CITY OF ATLANTIC BEACH BUILDING DEPARTMENT INSPECTION REPORT JOB LOCATION 54 OCEANSIDE PERMIT# 1078 ATLANTIC BEACH, FLORIDA 32233 SUBDIVISION OCEANSIDE A OWNER NAME PHONE } _ BOB FROHWEIN LEGALDESC: LOT BLCf SECTION PERMIT TYPE PLUMBING jt� CLASS OF WORK NEW CONTRACTOR B&O PLUMBING COMPANY PROPOSED USE SINGLE FAMIL'o WORK DESCRIPTION •. INSTALL ALL NEW LINES AND FIXTURES INSPECTION REQUIREDSPECTOR 9 TOP—OUT PLUMBiN& AM DATE INSPECTED AO-.2 `^ B� APPROVED REJECTED ❑ COMMENTS CITY OF ATLANTIC BEACH U BUILDING DEPARTMENT INSPECTION REPORT JOB LOCATION 54 OCEANSIDE PERMIT# 1071 lift ATLANTIC BEACH, FLORIDA 32233 SUBDIVISION OCEANSIDE OWNER NAME BOB FROHWEIN PHONE LEGALDESC: LOT 10 BLOCK SECTION PERMIT TYPE PLUMING CLASS OF WORK NEW CONTRACTOR B&G PLUM13ING COMPANY PROPOSED USE SINGLL; FAMILY WORK DESCRIPTION INSTALL ALL NEW LINES AND FIXTURE: INSPECTION REQUIRED L INSPECTOR ROUGH PLUMBING AM DATE INSPECTED APPROVED REJECTED COMMENTS CITY OF ATLANTIC BEACH BUILDING DEPARTMENT INSPECTION T SEC ION REPORT JOB LOCATION 54 OCEANSIDE DRIVE PERMIT# 1135 ATLANTIC BEACH, FLORIDA 32233 SUBDIVISION OCEANWALK W. OWNER NAME FROHWEIN CONSTRUCTION PHONE (904)241-9051 LEGAL DESC: LOT BLOCK SECTION PERMIT TYPE ELECTRICAL CLASS OF WORK NEW CONTRACTOR BROOKS AND LIMBAUGH PROPOSED USE SINGLE FAMILr" Ok WORK DESCRIPTION CS 2/0 150 AMPS ALUM SB 150AMPS IPH 3W 230V CABLERACEWAY INSPECTION REQUIRED 6 ROUGH ELECTRICALNSPECTOR AM DATE INSPECTED f/ 2 g APPROVED ©' REJECTED COMMENTS CITY OF ,-0.4a do b&4d-Rvr; Office of Building Official REQUEST FOR INSPECTION ' R7 Permit No.�D`/s-- Time A.M. Received P.M. District No. Job ress Locality Owner's Name �_✓/ �� Contractor BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing ❑ Footing ❑ �// Rough Wiring ❑ Rough ❑ Air.Cond.& ❑ Re Roofing ❑ Slab t' ' ` Temp Pole ❑ Top Out ❑ Heating Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ READY FOR INSPECTION Pre Fab A.M. Mon. Wed. Thurs. Friday P.M. s A.M. Inspection Made C PM. Inspector Final Inspection❑ Certificate of Occupancy Date / CITY OF ATLANTIC BEACH V BUILDING DEPARTMENT INSPECTION REPORT JOB LOCATION PERMIT# 54 OCEANSIDE DRIVE SUBDIVISION 10$5 ATLANTIC BEACH, FLORIDA 32233 oceanside OWNER NAME PHONE FROHWEIN CONSTRUCTION 1904)246-6959 LEGAL DESC: LOT BLOCK SECTION PERMIT TYPE 10 CLASS OF WORK BUILDING CONTRACTOR PROPOSED USE NEW FROHWEIN CONSTRUCTION SINGLE FAMILY WORK DESCRIPTION CONSTRUCT NEW SINGLE FAMILY PER PLANS 1002.27 low INSPECTION REQUIRED INSPECTOR 1 FO�O'TING AM DATE INSPECTED 7-12 '609 BY 4"/' APPROVED ©� REJECTED COMMENTS j CITY OF ATLANTIC BEACH BUILDING DEPARTMENT INSPECTION REPORT JOB LOCATION 54 OCEANSIDE DRIVE PERMIT# 1045 ATLANTIC BEACH, FLORIDA 32233 SUBDIVISION aceans3,de OWNER NAME FROHWEIN CONSTRUCTION PHONE (904)246-6959 nn BUILDING Aft LEGAL DESC: LOT BL�& SECTION PERMIT TYPE NEW FROHWEIN CONSTRUCTION CLASS OF WORK SINGLE FAMILY CONTRACTOR PROPOSED USE WORK DESCRIPTION CONSTRUCT NEW SINGLE FAMILY PER PLANS 100227 Aw INSPECTION REQUIRED 21 INSULATION INSPECTOR AM DATE INSPECTED '//'� gY APPROVED E9---*- REJECTED ❑ COMMENTS CITY OF ATLANTIC BEACH BUILDING DEPARTMENT INSPECTION REPORT JOB LOCATION 54 OCEANSIDE PERMIT# 1078 ATLANTIC BEACH, FLORIDA 32233 SUBDIVISION OCEANSIDE OWNER NAME PHONE _ BOB FROHWEIN LEGALDESC: LOT BLoib SECTION PERMIT TYPE PLUMBING CLASS OF WORK NEW W CONTRACTOR B&G PLUMBING COMPANY PROPOSED USE SINGLE FAMIL" ` Ilk WORK DESCRIPTION INSTALL ALL NEW LINES AND FIXTURES ` INSPECTION REQUIRED 9 SEWER INSPECTOR AM DATE INSPECTED-L _L BY APPROVED �r REJECTED a COMMENTS clipV// CITY OF ATLANTIC BEACH BUILDING DEPARTMENT INSPECTION REPORT JOB LOCATION 54 OCEANSIDE DRIVE PERMIT# 1135 ATLANTIC BEACH, FLORIDA 32233 SUBDIVISION OCEANWALK OWNER NAME FROHWEIN CONSTRUCTION PHONE (904)241-9051 LEGALDESC: LOT BLOCK SECTION PERMIT TYPE ELECTRICAL w CLASS OF WORK NEW 0 CONTRACTOR PROPOSED USE SINGLE FAMILY Z BROOKS AND LIMBAUGH a z 0 Oft WORK DESCRIPTION a CS 2/0 150 AMPS ALUM SB 150AMPS IPH 3W 230V CABLERACEWAY INSPECTION REQUIRED 12 FINAL ELECTRIC INSPECTOR AM DATE INSPECTED /a -&—JytfBY / APPROVED REJECTED ❑ i 'A LENTS s CITY OF /� 716 OCEAN BOULEVARD P.O.BOX 25 �-- _ ATLANTIC BEACH,FLORIDA 32233 TELEPHONE(904)249-2395 DATE PRE-.SERVICE DIVISION JACKSONVILLE ELECTRIC: AUTHORI'T'Y 233 WEST DUVAL STREET JACKSONVILLE, FLORIDA 32202 THE FOLLOWING FINAL. INSPECTION(S) HAVE BEEN ,MADE AND ARE SATISFACTORY: AU _ _Wil__._ _ 7- _ --------------------- _-----------__--__-_._____________________ --------------------- ------------- ------------------------------------ SINCERELY, BUILDING INSPECTION DIVIS ON cc:FILE CTYUF PR�IPERTY DESCRIPTION �1 1*(a',tt`Cc 716 OCEAN BOULEVARD Lot ___Block #________Section #________ P.O.BOX 25 ATLANTIC BEACH,FLORIDA 32233 Subdivision: �r�<161 I11! �� • �� TELEPHONE(904)249-2395 --------------------------------- Street Name � '�{ DESCRIPTION OF WORK or Address:_______f_ /� If in a FLOOD HAZARD Flood Zone: ✓ ____area complete page 3. Brief Description: ( ------------------------ Class of Work: /J.11�f�rGt4' (New/Remodel/Addition)______________ ZONING INFORMATION / Type of Construction• Zoning Proposed District:_______ _Use: Estimated Value $ 0 0 0 --------------------- Exceptions or ` Materials:__6`o c,k -+\VULUQ (i'` Variances Granted:- _ ____________ Solid or Filled ` /-,e Ground•--.5 -___Roof:_V__--f__- OWNER INFORMATION /J� Q //// Method of Heating: Property Owner: one: l Mailing - IIy Address--------7 ----- ------- --------------------------------- ' Nlf,qlc_ Zlax- �� CONTRACTOR INFORMATION JUL 11 1989 eK c ��` Building and Zoning Contractor:--- `i "I £`� 9 ^mss ------------- ----F--------------- Phone: 7 �' ---- -------------- Mailing so Addres :- ----1 -1-0---------_4- ( --------------=----- �. 2 u � Zip: Q Z Z 111 L, Expirati n g License Number: Date:-_Z 30'! z-" In consideration of permit given for doing the work as described the above statement, we hereby agree to perform said work in accordance with the attached plans and specifications which are a part hereof, and in accordance with all rules and regulations of the City of Atlantic Beach. Owner Signature �� _ DateJ. __ ____ -,{' Contractor Signature-_ ______-___ Date ""� 9 ---------- ------------ 1 ` FLOODPLAIN DEVELOPMENT INFORMATION Type of Development , �t, ' t ''' New"Bui,lding`l Att/o W"'"'''Alterations...to. Exis ting Building Flood Zone . • ': '' •f`,lY•' '•rr.y'f• .. . . ... � ��,'�, , c5-'.,y Cdr Required Floor Elevationfec�citv�t'' Actual (as built)Lowest Floor Elevation. Ji i� i:•i:rr;� '; ri - �,';�r_rlt`.{. •'1 ,, .rr If located. within a flood hazard zone.;(zone 'A)- a survey must be made after the slab has been poured, certifying that- the "lowest floor e enation " is equa to or a ove the base Ilood' elevation established for' that zone. (.'..'1''.:fOil irl I.i t ,r, , .., j r 1 'r • . No Final inspection will be made and No Certificate of Occupancy will be issued until the survey , i,s 'on 'f i,le'wi.tth'•the:`Building Department COMMENTS i Applicant acknowledgement : ' Z understand that' the Issuance of this permit is 'contingent upon the above"information'being'-correct and that the plans and supporting data have "been or' shall be 'provided as required. I agree to comply with all applicable 'provisions. of Ordinance No , 25-7-11 and all other laws or ordinances effecting the proposed developemnt . Date Applicant i s Signature tit -------------------------------------- ------"--- - ---------------.---.---n ---- n-nnnn--•---nt-(-- -- ------------------- 'lit J Department Use i .t. l : �.l �•,,.r ;�s�,r1 .E.c�.�ri Survey filed with the Building Department on Certified Lowest Floor Elevation Required Lowest Floor Elevation ' I i Building Department Representative :'.. ( ;I . 307513 MAP SHOWING BOUNDARY SURVEY OF LOT 10 , OCEANSIDE , A:, I;I-:c:OHDEI) LN PLAT BOOK 44 , PACES i4 ANI? iL+A OF THE CURRENT PU13LIC BECOB I).`) OF DUVAL COUNTY , FLORIDA . k I I 4 GO' Z i Z o 1 God 0a � � ;IA � 0 � C � Gv d � � v IN � b S 8 �3'3S"i✓ So oo' �'ll��LAT72�0 .4�E.4 3-f�'licN 'S 7 � iN'c gL/iGp/�/4.t'ESTit/CTio�/ E�✓E .sv �+IG�T. its i'�e'.�.t/•✓q S /?.�s�''.o as/ .o�S. .r� �•4S 34-3s,e. � 7'r1'is ��e.r¢,.�rr .4.o.�.ar.�.PS rc �iE•w .•-aoo.o fL o c or-i/4 /SL .�"Ga o.o I HEREBY CERTIFY TO:TITLE INSURANCE CpMPANY AND I N/E� BPDTA�K MLLERICAN FEDERAL SAVINGS THAT H11�URVEY IET8 THE MINIMUM TECHNICAL STANDARDS AS SET FORTH BY THE FLORIDA BOARD OF LAND SURVEYORS, PURSUANT TO SECTION 472.027 FLOH� A. DURDEN ADMIIDA STATUTE$NISTRATION CODED CHAPTER 21 HH-4 FLORIDA & ASSOCIATES INC. /LOR10A RiO1RT.111i0 OUR•/RYOR MO L A N O SURVEYORS SIGNED is/oY�`�-1�9E� �/ ii 88 Post Off"Box 5087'0 1103 South TMrO St/Nt SCALE: Jacksormbe Beach.Flonda 32250 THIS SURVEY NOT VALID UNLESS THIS PRINT 19 EMBOSSED WITH THE DELL OF THE ABOVE SIGNED. APPLICATION FOR WATER METER DATE: CONTRACTOR: ------ Aon � O _ BILLING ADDRESS:_ _ ---- j2%� ------------------- - - ---- - ---- . .. ----------------- SERVICE ADDRESS: y�! t/_� � �2 .. — -------------------- LOT:_12__BLOCK: UNIT: ___.__SUBDIVISION: ��.� ACCOUNT NUMBER: --------- fel METER SIZE:----:LL ------ I HEREBY REQUEST THAT A WATER METER BE SET AT THE ABOVE SERVICE ADDRESS. I UNDERSTAND THAT I WILL BE BILLED FOR TEMPORARY CONSTRUCTION WATER UPON SETTING OF THE METER. I FURTHER UNDERSTAND THAT I AM RESPONSIBLE FOR ANY AND ALL DAMAGES TO THE METER, BOXES, VALVEPX LINES, AND ANY PARTS THEREOF, UNTIL PERMANE ER E HAS BEEN ESTABLISHED BY THE CUSTOMER. _T-------------- ------------- CONTRACTOR IT OF ATLANTIC BEACH Address _ Heated Square Footage � @ $ per sq ft = $ Garage/Shed @ $ per sq ft = $ Carport/Porch @ $ per sq ft = $ Deck @ $ per sq ft = $ Patio @ $ per sq ft = $ TOTAL VALUATION: $ Total Valuation lst $ Remainder Valuation per thousand or portion thereof --------------------------------------------I Total Building Fee $ ADDITIONAL PERMITS and/or FEES REQUIRED + 2 Filing Fee $ Fireplaces @ 15.00 Mechanical $ Plumbing BUILDING'PERMIT FEE $ Electric/New ----------------- ------------------------------ Electric/Temp Septic Tank BUILDING PERMIT $ Well WATER METER CHARGE $ S,si.nnung Pool SEWER IMPACT FEE $ Sign WATER IMPACT FEE $ Water Connection MISCELLANEOUS. $ Sewer Connection $ Water Meter $ Elcvntion CertificaLc GRAND TOTAL DUE $ ---------------------------------------------------------------------------------------------- CALCULATIONS and/or NOTES ti UTILITY SERVICE AGRL•EMEN•T (Water and Sewer) ' THIS AGREEMENT entered into this /` day of , 1.98 41 , between the City of Atlantic Beach '� a Municipal corporation, )hereinafter called "City", and corporation, its successors and assigns, )hereinafter called "Developer". W I T N E S S L T 11 WHEREAS, Developer owns land in Duval County, Florida, more particularly described as re Kro�creage, plat engineering drawifigs, or legal description as Exhibit n and 1911EREAS, Developer eplans to develop said land by constructing CJ KA— buildings,, residences and/or other improvements thereoll consisting; of• Z3 ' and WHEREAS, City is the owner of water and sewage treatment plants and water distribution and scwage collection systems in the vicinity of the property described above; and WHEREAS, Developer desires that City provide water and sewage I collection service to said property and City desires to furnish same; and WHEREAS) City is willing to operate -such water and sewage collection and treatment systems so that all buildings constructed on Developer's property by developer or by any person, firm, joint venture or corporation ]holding by, through or under Developer may have furnished to them and to their occupants water and sewer service subject to all terms and conditions of this Agreement; and WHEREAS, in order to provide water and sewer services to Developer it has been or will be necessary- for City •to enlarge and expand its offsite water and sewer plants and facilities and it is the desire and intent of Developer to contribute financially to the costs of building such additional offsite water and sewer plants and facilities and to reserve capacity in City's water and sewage treatment plants .so that City can provide service to .the Development without imposing a burden on its existing customers; NOW, THEREFORE, in consideration of the premises and other good and . valuable considerations and in consideration of t.Jie mutual covenants and conditions hereinafter contained, subject to any necessary approval by other governmental agencies having jurisdiction, it is .agreed by the parties hereto as follows: 1. Developer agrees that City shall have the exclusive right to furnish water and sewer service to the real property described above and hereby grants to City this exclusive right.-to provide water and sewer service for all uses within all structures now or hereafter constructed on the real property described_._above. 2. City agrees that after Developer has connected to the systems ` V of City, City will provide at its own cost and expense, water and sewer service to Developer's property in a manner conforming to the reasonable requirements of public or governmental agencies or parties llavillg jurisdiction over City's water and sewer operations; provided, however, that such service shall be in accordance with other provisions of this Agreement, including City's rules and regulations and rate schedules. 3. In the event that Developer or assigns fails to complete construction of all improvements required to be. built by Developer and fails to pay all plant and service availability and other fees listed in this Agreement within "six" ' months from date of execution of this Agreement, for any reason whatsoever, but .through no 'act or fault of City, this Agreement shall terminate and City shall be relieved of its obligation to perform under - this Agreement. Upon termination of this Agreement under this provision, City reserves ti►e right to negotiate with Developer a new agreement for any additional sums to be paid by peveloper Lu City us plum cupacity and service availability charges, tees or other charges based upon increases in the cost of living and/or such other tactors as relate to ti►e cost of supplying water and sewer service. h. All taxes or charges imposed upon the property described above by any govermiental entity or agency shall be paid -by Developer except such part thereof that has been deeded to tile. City in accordance with tho Lerms of tills agreement. S. The-rates charged by City for water and sewer service shall be li► uccuxdance with its rate schedule which shall be subject to change from time to time. City shall have the right to determine reasonable meter size and location. G. Developer will grant to the City, at Developer's expense, adequate easements for water and sewer lines, for access to lift stations and water stations and related appurtenances. Said easements shall be transferable. Developer will also furnish, title evidence satisfactory to the City that said easements are. superior to mortgages or other interest in the land, and Developer shall cause any such mortgages to be released or subordinated to said easements. Easements will also be furnished to provide for onsite water distribution lines, including meters and sewage collection lanes. Sites for lift stations and water stations and related appurtenances shall be conveyed by warranty deed in fee simple by Developer ., to City. Developer will furnish City a warranty deed, title evidence satisfactory to City and any releases from lien holders for any sewage pumping station and water station sites as required by City. Developer Hereby grants to City the right to utilize any onsite water and sewage lines and systems to provide services to properties other than Developer's property, provided tills does not unreasonably interfere with ', service to. Developer's project.'' IVhere Developer's property is adjacent to any, state road right-of-way, City will be granted a 25-foot easement, along and adjacent 1 to sald state road right-of-way. Developer shall further grant to the City, its successors and assigns, the exclusive, '.perpetual right, privilege and easement to construct, recocistruct, operate, maintain, repair, replace, improve, alter, remove, relocate and inspect water transmissions and distribution mains, sewer collection mains, sewer lift stations, pipe lines, lateral lines, valves, connections and appurtenant equipment over, across and under the Developer's property, including the right to ingress and,egress to eacic of the building sites on Developer's property which are served by City. All such easements shall have a .width which is acceptable to the City. 7. City does not guarantee an uninterrupted supply of water, or water at city particular pressuxe, and reserves tire, right to shut off the water in its main at any time for the purpose of making repairs or extensions of for providing temporary or emergency water supply. City will not be responsible for any damage caused by low pressure or interruption of service. Neither Developer nor,any of' its successors or purchasers shall discharge into the sanitary , sewer system water from "non-domestic" drains including without limitation swimming pools, air , conditioning condensation lines, cooling lanes or other discharge from any type of equipment. City shall. not be obligated to fur.nish any water or sewer service to any building which is built on Developer's property to which the City does not have access. The Developer hereby agrees and warrants that the City will not be held responsible for flooding problems which may result from the failure of sewer line back flow preventor valves on Developer's property. The .Developer hereby agrees to hold' harmless and indemnify City for all costs and damages resulting from flooding due to ,back flow preventor valve failure. B. TIie construction and design of all facilities to be transferred to and to be owned and operated by the City shall at all times be subject to prior approval by the City 'and .i.ts engineers. City will provide assistance to 'Developer's .engineers as to design and construction requirements and must approve all plans, ,documents, and construction requirements in writing prior to any construction being; commenced'. Construction ' of all facilities will be , ,performed by Developer or its contractor. Developer will pay the cost of all such construction. rlie Developer's engineer shall incorporate into the Developer's engineering design, glans acid specifications the 01111licabl0 standards and specifications of the City. 9. A. if the Developer modifies his development plans for Dovelol►cr's property w1►ich would require greater water usage, greater fire flows, additional water facilities, greater sewage flows, or additional sewage facilities than the water and sewer demands previously approved by the City, then the Developer must obtain approval by ttte City for tl►e construction of such additional water or sewer facilities w1►iclt shall meet all City and governmental design requirements. The Developer shall pay all additional contributions and fees as may be authorized by tate City's, service availability policy which is in effect on the date said new agreement is executed. B. In addition to paragraph 9A above, any other change order between Developer and its utility contractor issued after City approval of original plans must be approved by the City before the change order / is put into effect. . C. City shall have the right to review the systems design drawing and specifications to ensure that they meet the requirements of the City. The systems design drawing and specifications are to be in accordance with the City of Atlantic Beach requirements unless otherwise ,specified by City or its engineer. D. The City also reserves the right to approve the utility .contractors to which construction bids are sent by Developer as well as the contractor to which the award is made. i:. A representative of City or its engineers will be the ,inspector of the project along with the Developer's engineer, but City reserves the right to final acceptance of the work and materials. , Neither the City or its engineers shall be deemed the agent of any other person in making such inspections. 10. /Alter 1►tstallatlun of the water distribution and sewage collection systems serving the property described above and acceptance thereof by the City, the City or its assigns shall then be the sole, absolute and exclusive owner of the facilities of said water and sewer systems whether locates( on, under, above or outside of the property described and regardless of who may have installed or constructed same to the extent described below: A. All water mains, pipes, valves and fittings and appurtenances up to and including all meters shall be dedicated to and will be owned, operated and maintained by City.. All water pipes on the customer's side of the meter shall be owned, operated and malnLained by the customer or its assigns. , ' U. All sewer mains, manholes, pumping-.stations, force inains and appurtenances, including service pipes in public right of ways and dedicated easements, shall be owned, operated and maintained by the City. Except as provided itt paragraph 9C, all sewer lines on the customer's side of the property line shall be owned, operated and maintained by the customer or its assigns. C. With reference to any blanket easements for multi-f,unily projects such as apartments, mobile hone developments, condominiums and PUU's or for commercial developments, all water mains to and including the water meter, all sewer mains, force mains and manholes in such blanket easements over private- property allowing utility operations shall be dedicated to and shall be owned, operated and maintained by th► City except that the full length of sewer services from the sewer main or manhole shall be owned and maintained by the customer. All such City lines shall terminate with a manhole. U. By these presents, Developer hereby transfers to the City, the title to the water distribution and sewer collection systems to be insLalled pursuant to this Agreement, such •conveyance to take effect without further action upon the completion and acceptance by City of said installation. As further evidence of said transfer of title, upon completion of the installaLion and acceptance by the My, Developer will provide• City 'with . a [fill of Sale or Warranty Deed describing all properties transferred and dedicated to the City by the Agreement. 11. Developer shall pay the City upon, execution of this /Agreement the sum of 10¢ per water connection per equivalent residential connection (ERC) as an advanced deposit to cover engineering, plan review, inspection, test, legal and administrative expenses of City in connection with this Agreement. Developer shall also pay to City upon execution of this Agreement the sum of 11)� per sewer connection per ERC as an advanced deposit to cover engineering, plan review, inspection, tests, legal and administrative expenses of City in connection with this Agreement. The charges for engineering and legal expenses and for engineer's inspection and plan review. fee for non-residential units shall bo based upon estimated cost to City. Actual cost will be determined and a refund or additional charge will be made for the difference between the advanced deposit as calculated above and actual costs. ,. City agrees to .provide water and sewer service , to the Developer's property in consideration for plant capacity charges, fees and other charges to be paid by Developer as follows: ' A. A water plant capacity charge at the rate of $20,00 per fixture unit. Such charges shall be due and payable as provided in paragraph 12. , B. A sewer plant capacity charge at, the rate of ornethousand thixty, five dollars (s 1,035.00 � per single family unit. Such charges shall be due and payable- as provided in paragraph 12, C. A sewer plant capacity charge for any commercial customers on the land as described above at. the rate of Such charges shall be due and payable as provided in paragraph 12. i —7 D. A meter installation fee to. cover meter cost and meter installation (but not including curb stop or meter box) according to the City's service availability policy, at the time of installation which currently is $85.00 per 3/4" x 5/8" meter D. If available, construction •water will' be charged to building based on metered usage in accordance with current rates. F. hydraulic share of main extensions - payment or refund. 1. Developer recognizes that water or sewer utility service to the Developer's property. is prgvided by the use of a n►�in r extension and other improvements constructed by a prior developer and that Developer is obligated to refund a said prior developer Developer's share of the cost of said main ext6sion or other improvements. Accordingly, Developer shall pay its pro rata share of the cost of said' main extension or other improvements to City. Said pro• rata share shall be based on Developer's percentage of the hydraulic capacity of said extension or other improvements. For the purpose of .this Agreement, the cost of Developer's said hydraulic share shall be $ ' payable upon execution' of this % greement. 2. With respect to utility facilities installed by Developer to which future developers connect directly, and an consideration for monies expended by Developer toward said facilities, City shall refuted to Developer, or Developer's 'successors or assigns, solely from monies collected from said future developers, said future developer's pro rata share of the cost of said facilities. Said refunds shall be calculated oil the basis of the hydraulic capacity and demand of said future developer whenever .feasible. The refund obligation of City hereunder and the benefits to Developer related thereto shall expire, five (5) years from the date of execution of this Agreement. Said refund shall be made to Developer within sixty (60) ' days -of the receipt of payment by City from .a• future developer. Refer to addendum if applicable. G. Payment of service availability, charges and other additional aids in constructioll fol;' ' ' , at a cost of $ 12. All charges to Developer shall be paid by Developer to the City in accordance with the following formula and procedures: A. The aclv.,mco deposit for ongittooring, ndminint.rt►t.lve rind legal fees and the inspection and plan review fee upon the execution of this Agreement, a total of �-�-•- ; and U. {Vater plant capacity charge upon the execution. of this / G? O e? Agrecment, a total of W ; and C. Sewer plant capacity charge upon the execution of this Agreement, a total of S/ _ o o , and D. Meter installation .fee according to the City's service availability policy at time of installation which currently is Upon application for !took-up of individual lots, apartments, multi.-family lots or units; and - L. Construction water based! oil meter readings int accordance with City's rate schedule; and I'. Hydraulic share payment, in accordance with paragraph HF-1 of this Agreement upon exe ution of this Agreement, in a total $ . amount of�. and, G. Service avail bility charges and other additional aids in construction inn nccordai►ce with paxagraph 11G of this Agreement in a total amount of payabl c . If. Any plafit capacity charges, fees, or other charges due to City are intended to assist - in defraying costs as to offsite facilities and in no way are to be considered a payment toward the cost of onsite water distribution and onsite sewage collection systems •which costs are to be bonne by Developer. 13. City agrees to connect individual buildings and structures on the developed property upon application by the builders, plumbers or, i.nelividual owners subject to the operating xules and regulations of the City and payment of. 'al l fees and chargesin effect on date of. application and compliance by Developer with. all provisions of this Agreement. 14. The cl►arges; ;_costs 'and tees for any .separate emergency fire protection water systems, fox subject project will be .subject to negotiations between City and Developer. if buildings of more than two stories are a part of, the project, Developer shall furnish at its expense water pumps and other appurtenances as necessary for pumping water above, r 15. All plant capacity and service availability charges, fees and other charges as outlined above are based on normal domestic sewage defined herein as containitrg not more than .three hundred (30U) parts per million biochemical oxygen demand or three hundred (3UU) parts per million suspended solids. Whenever Mater which contains more 'than these amounts is to be admitted to the sewers, both the City and the pollution control agencies must specifically agree to the connection. An additional charge will be calculated indirect proportion to strength at seventy-five cents ($6.75) for each part per million of either biochemical oxygen demand or suspended+ solids over threo hundred (3UU) parts per million. All such .connectio,ns shall provide for a suitable point for the waste to be sampled by the City or the regulatory agencies. An additional charge equal' to the pro rata share of any additional sewage treatment plaint : costs above ninety percent (90%) treatment, and of the cost of any additional required outfall pipes to �--- may be required by City. Developer shall have the. ,right at all reasonable times to inspect the invoices of the City in order to determine ,_that. said ' funds have been properly expended by City pursuant to this paragraph 16. Developer warrants that it is the owner of or the holder of a binding contract to purcliase the fee simple title of the real estate described herein and further agrees to have all mortgages or other liens subordinated to the terms of the Agree►i►ent ana easements required herein _ prior to any acceptance of the facilities by ;the City. 17. Upon application by owners, builders or their authorized • represe►►tatives, the City agrees to cotlnect .the requested dwellings or • structures on the said property at t►o. Oddi tional connection fee (i.e. , in addition to those provided for above in :this Agreement) , but subject to the continuing operating rules and regulations of the City including, witl►out limitation, tl,►e periodic payment of .the wafer usage and sewer usage charges in effect on the date of .such•,application or thereafter reflected in the City's rate schedule. 18. This Agreement shall be binding-, .upon, and ..shall inure to the benefit of the Developer, City and , .their ..successors a.nd assigns. However, in the event the Uevelopex has trot' paid and delivered to Lite City the plant capacity aid service, availability charges, fees and other charges provided to be paid to the City by Developer under the terms of this Agreement, and all easement -'and: 'cot►vey4nces .required by this Agreement, then tills Agreement shall not inure to the 'benefit of the successors or assigns of the Developer. 19. It shall be . the responsibility of Developer to locate for builders any water and sewer tads or .lines necessary lit conjunction with residential or conunercial construction. 20. Unless the damage to any onsite improvements are the result of the negligence or willful act of the City,. its ,officers, or employees or authorized agents, the owner or Uevelopex .:of; s'u,ch property upon which the damage occurs shall .be responsible for the! ':pay►nent. to the City of .such damage to City's property .inc�uding' all .i kessary and reasotiable repairs which u►ust be. i►►ade by tl►v City: ox°: 'independent contractors eligaged by the City to effect such .repairs, If. ,the. owner or developer of the real property shall fail yr refuse to pay costs of .:uch necessary and reasonable repairs to ,cure said damage within :.thirty (30) days from the submission to the owner of a: stateme►►t' for.'such charges, the City shall . have a lien against such owner':s or ;"-.'Developer's property subordinate to those Bells' created by. or';under ,'agreements of record prior hereto, for the': payment of such nieces.saIry and reasonable costs and expenses for effecting such repairs and restoration to such onsite. facilities located upon► the owner's or Developer's property. Notice of such lien or claim on lien describing • tile real property and the amount owed may be filed within ninety (90) days of'.tlie date from the last date upon which any such repairs or, restoration were made by the City or its authorized representatives. Thereafter, tl►e.,City ,shall be entitled to bring an action for the foreclosed, under the. laws of Florida., 21. prior to filial acceptance of tli.e'.utility and other public facilities improvements by the City the foIIowing. requirements must be met at Developer's expense: A. If the property is platted, of►e, copy of. the recorded plat shall be furnished to tile City. B. "As built" drawings of- . utility improvement shall be furnished one week prior to final inspe6tion,; .'AAs built" drawings shall be certified by a registered engineer with the, cost being borne by the Developer. Two mylar and three "-printed cvpies ,of said drawing shall be furnished to City. C. All lot cvrners, shal1 be propex;ly, marked so that utility company or its engineer can, upo►i rec.eipt;of "as ,built!' drawings, verify ti►e marked water and/or sewer services .as to, location and depth. In additio►►, for purposes of locating and protecting installed service lines and valves Developer or his contractor 'shall mark each service litre and all valves with .an eight (8) ' foot ..pressure treated wooden post . In the manner as shown oil the design, drawings - and "specifications. lleveloper's contractor is 'required, to lns.tall curb, stop, meter box and ' valve box on each water service dnd valve as shoini on design drawings. D. All water and sewer services an4l .-.ialves shall be marked ' on the street curb by - etchi.ing i►tto the concrete: or if .no curbing is available, a two (2) inch. square metaltag is to be , nailed to the street's pavement and painted as .spec,ilied ;on de,sigii drawings G. Developer's• contractor shall • furnish a,.' one (1) year maintenance bond in the amount of 100% of ; the; cost of,-the facilities installed. The bond may be in the form 'of caS.h, ' surety bond, or irrevocable letter of credit, Lite terms of Villicl► will indemnify and save Harmless the City from ally loss, damages, costs, claims, suits, debts or ; demands by reason of defects in the workmanship or materials used in the facilities discovered within a period of one year from and after the date of acceptance by Lite City of tile facilities. , 1'. A Bill of Sale for facilities from tl►e Developer to City. , G. Conveyance of easements as required under this Agreement. 11. A deed for .any 1►10. all land on which lift .stations or water stations or other improvements if required by City. 1. The title evidence, mortgage.'• releases and mortgage subordinations as required in this Agreement. J. 1'or onsite and offsite co►istruetiot► provide City all accounting of the actual costs (scl►edule of values) and releases of liens from utility contractors in such detail as tl►e City requires. K. City shall Have the rigl►t to refuse to accept title to Developer's construction until Developer's construction has passed certain tests, including, witl►out limitation, closed circuit television inspection of the gravity sewer ' lines, witnessed by a City representative, to determine whether tl�e Developer's construction is constructed ill accordance with the approved engineering plans and specifications. Said tests may be performed at •least three (3) times: the first test upon completion of the system; the second test upon completion of all building, roads, ..paving, drainage, and all construction within the right-of-way easement area of adjacent areas, A ti►lyd test shall be required if the City deems it necessary within a one (1) year period after acceptance. L. Letters of acceptance from' the appropriate regulatory agency for the water and/or sewer system, are required. prior to final Inspection. H. A copy of the certified water pressure test and force main test as applicable, H. The certification by the design engineer that tl►e system was constructed as designed is required piior to final acceptance, U. Pump performance test on pumping stations if applicable. 22. All notices that may or •must be given under this Agreement + shall be in writing and shall --be valid if mailed by United States registered or certified mail, postage and chaiges prepaid from addressed as follows: To Developer: " To City of Atlantic Beach City Manager 716 Ocean Boulevard Post Office Box-25 Atlantic Beach, Florida 32233 114 WI'IHESS WHEREOF, the parties hereto have executed this Utility Agreement the day and year first written above. Signed, sealed and delivered in the presence of: Developer {vitness City o£ Ail itic Beach Witness n „ i i,4 r• 40. N 1 • r r1( j ,J,",' `1,17' �' '''•; FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM 900-B49 SECTION 9 -RESIDENTIAL POINT SYSTEM METHOD CLIMATE ZONES DEPARTMENT OF COMMUNITY AFFAIRS NORTH 1 2 3 PROJECT NAME I N r v ' BUILDER: - ' t-§„`" PERMITTING CLIMATE AND ADDRESS: OFFICE: � / ZONE: ❑ 2 ❑ 3 OWNER: PERMIT JURISDICTION NO.: NO.: NEW CONSTRUCTION IF MULTIFAMILY,NUMBER OF CONDITIONEDti FQ. GLASS AREA AND TYPE UNITS COVERED BY FLOOR AREA CLEAR TINT,FILM,SOLAR SCREEN ADDITION THIS SUBMITTAL: PREDOMINANT PANE SAVE OVERHANG �. SINGLE- SQ. SINGLE- =SQ. MULTIFAMILY ATTACHED CHECK IF THIS SUBMITTAL LENGTH V FT FT PANE m FT REPRESENTS A WORST CASE PORCHEOVERHANG M E FT DOUBLE-PANEFTT. DOUBLE-PANE �I I I FT SINGLE-FAMILY DETACHED CONDITION: I I I NET WALL AREA AND INSULATION EXTERIOR MASONRY R = EXTERIOR FRAME R = I EXTERIOR STEEL R = EXTERIOR LOG R = I L I sF701- 71 FT' I I I L 1 11 IF7. M I I 11] FT, [11 ADJACENT MASONRY R = ADJACENT FRAME !R =! ADJACENT STEEL R = ADJACENT LOG R so.LFT. ❑ .❑ ❑��so FT. & i I I I 11:170T., ❑ ❑� FT- O ❑ CEILING AREA AND INSULATION FLOOR TYPE AND INSULATION UNDER ATTIC R = SGL ASSEMBLY R = SLAB PERIMETER R = RAISED:WD ON❑ R = i 0 3 �Fo m 1 FT 'f FT, IN DUCTS COOLING SYSTEM HEATING SYSTEM HVAC CREDITS HOT WATER SYSTEM HOT WATER CREDITS UNCONDITIONED CENTRAL ❑ ELECTRIC STRIP HEAPUMP T ❑ CEILING FANS ELECTRIC SOLAR: ❑ .m SPACE R = ❑ ROOM ❑ NATURAL GAS ❑ CROSS VENTILATION ❑ NATURAL GAS S.F. _ rn. ❑ OTHER HEAT RECOVERY(CHECK) ❑ u�l PACKAGE TERMINAL El ROOM UNIT OR FUELS WHOLE HOUSE FAN OTHER FUELS DEDICATED AIR CONDITIONER PACKAGE TERMINAL HEAT PUMP: ❑ .❑ IN CONDITIONED HEAT PUMP ❑ NONE ❑ ATTIC RADIANT E] NONE SPACE R = ❑ NONE T�PUMP BARRIER E.F. = �. SEER/EER = NUMBER OF ®; A�UE�- �. MULTIZONE EF = ,® BEDROOMS = INFILTRATION PRACTICE USED L t X 100 �l � � � �� Tt #1 {�#2 #3 TOTAL AS-BUILT POINTS TOTAL BASE POINTS CALCULATED E.P.I. y� CALCULATED ENERGY PERFORMANCE INDEX MUST NOT EXCEED 100 POINTS. in accordance with Section F I certify 1 the plans Review of the plans and specifications covered by this calculation indicates and specifications cover y is c t are n co lance with the compliance with the Florida Energy Code.Before construction is completed,this Florida Energy Code. building will be inspected f n in acoor nce with Section 553.908 F.S. OWNER/AGENT. l�`�'"�- BUILDING OFFICIAL: OATS: v DATE: - Address v Heated Square Footage @ $ __yer sq ft = $ Garage/Shed @ $ s° per sq ft = $ �3 Carport/Porch @ $ per sq ft = $ Deck @ $ per sq ft = $ Patio @ $ per sq ft = $ TOTAL VALUATION: $� si Tota Valuation 1st $ ILV.wo -7 $ a, Ranainder Valuation .Z per thousand or portion thereof -------------------------------- ----------- � Total Building Fee $ ADDITIONAL PERMITS and/or FEES REQUIItE:D � + A, Filing Fee $ 'Mechanical ; / Fireplaces @ 15.00 $ %' Plurbing i BUILDING'PERMIT FEE $ -Electric/New ----------------- ------------------------------ ✓Electric/Tem 4-;?_ Septic Tank BUILDING PERMIT $ Well WATER METER CHARGE $ � Swimning Pool SEWER IMPACT FEE $ 'D Sign WATER E PACT FEE $ v Water Connection MISCELLANEOUS $ t'Sewer Connection �`�,�5 $ 'Water Meter $ Flev,Ition Ccrtific.I.Lc GRAND TOTAL DUE $ l ---------------------------------------------------------------------------------------------- CALCULATIONS and/or NOTES CITY OF ATLANTIC BEACH APPLICATION FOR BUILDING PERMIT Required Submittals: 1. Two complete sets of plans 2. Detailed site plan including setbacks and utilities 3. Recent survey 4. Florida Energy Efficiency Code Sheets 5. Contractor's license on file REMOVE NO TREE OUTSIDE THE BUILDING LINE THAT IS LARGER THAN SIX INCHES IN DIAMETER UNLESS A TREE REMOVAL PERMIT HAS BEEN ISSUED. Inspection Schedule: 1. Footing 2. Rough Plumbing 3. Slab 4. Framing, rough electric, mechanical, top out plumbing, fireplace 5. Final inspection 6. Certificate of Occupancy inspection Requests for inspections will be accepted fromm 8:00 am until 4:00 pm. All inspections will� be made the following. working day between 8:00 am and 4:00 pm. In case of rejection, re-inspection must be called for after corrections are made. There will be a $10. 00 charge for all re-inspections, paid prior to the request for re-inspection. Pour no concrete or cover up any work until the building card is signed by the inspector. You will be required to uncover any work that has not been inspected. BUILDING CARD MUST BE POSTED OR NO INSPECTION WILL BE MADE Building Department 716 Ocean Boulevard Atlantic Beach, Florida 32233 249-2395 page 1 CITY OF ATLANTIC BEACH APPLICATION FOR BUILDING PERMIT Owner�lf� /W �r�i�uc7 ✓ ddrese�0�p1C� .c � g �1�---zip3��33 Phone2' 66*qsq ArchitectRoDR16l�LGZ ______Address� ¢$1 /i`�/N�f zip3??�3_phone 7-��30q ------------ ----- Contractor Nwfiiiv ,.,,sTt'1.�1Fim dress IL20' 2![ _zip3zz33 _phone?�6959 -- ---- Contractor's License number C _G © z_?-ZO ---expiration_ _,32_ 9?__ Lot/ ---Block or Section___ ----Subdivision6"Sj ______Zoning_______ ________Zo -- -----and JBss1.w ' Street+ fr_p,_��--between__ ___ of �`�` side ----------- ----------- Type Construct ion_r ' No. Units________No. Fireplaces----/ Purpose of Building_ �'�i�G.�/t/¢L- Est. Valuation S r� Utility Method - WaterSewer / Gtt3L/c. Dimensions - Building_-34-'y4/1 jLot_3_dX_90'75- Size Footings Sz. Piers Sz. Sills__-___ Greatest Span Sills --- -------- ------- --------------- Sz. Ceiling-Joists r RNtSG 4 Distance on Centers Z'�'' Greatest Span _ --------- ------ -- Sz. Floor Jt4"e W, Distance on Centers_ '_____Greatest Span Z o Sz. Rafters _________Distance on Centers Greatest Span_______ ------ D Method of Heat ingg_WAA.t'P _Solid or Filled Ground----____---Roof Flood Zone--C---If located within a FLOOD HAZARD ZONE complete page 3 In consideration of permit given for doing the work as described in the above statement, we hereby agree to perform said work in accordance with the attached plans and specifications, which are a part hereof, and in accordance with the building regulations of Atlantic Beach. The contractor agrees at its expense to provide the necessary access to the properties being developed over dedicated City rights-of-way and to clear, clean, grade, and drain said right-of-way to City specifications. Signature OwnerDate- 7-9— (5 - ----- -�-- - ---- ----- ---------------- Signature Contractor ___Date 3 — page 2 i City of Atlantic Beach Fixture Unit Worksheet for Water Impact Fee FIXTURE UNITS ARE ESTABLISHED AS THE MEASUREMENT OF WATER DEMAND FOR EACH WATER FIXTURE UNIT INSTALLED AND CONNECTED TO THE CI'T'Y WATER SYSTEM. THE WATER SUPPLY CHARGE IS .HEREBY FIXED AT TWENTY DOLLARS PER FIXTURE UNIT CONNECTED TO THE 'CITY WATER. SYSTEM. t f11_BATHROOM GROUP CONSISTING OF _ SERVICE SINK TRAP STAND WATER CLOSET, LAVATORY & BATH (8) TUB OR SHOWER STALL (6) WATER CLOSET VALVE [___WATER CLOSET, TANK OPERATED (4) ^VALVE OPERATED (8) BATHTUB/SHOWER (2) _____URINAL WALL LIP (4) SHOWER GROUP PER HEAD (3) -----FLOOR DRAIN ( 1 ) SHOWER STALL DOMESTIC (2) _LAUNDRY TRAY (2) �l__LAVATORY ( 1 ) _____COMBINATION SINK AND TRAY (3) j/ WASHING MACHINE (3) POTS SCULLERY SINK (4) DISHWASHER (2) ; _____WASH SINK EACH SET OF FAUCETS (2) _ KITCHEN SINK (2) DENTAL LAVATORY ( 1 ) KITCHEN SINK WITH WASTE - GRINDER (3) _____DENTAL UNIT OR CUSPIDOR ( 1) BIDGET (3) URINALSTALL, WASHOUT (4) FLUSHING RIM SINK (8) _____COMBINATION SINK AND TRAY WITH FOOD DISPOS. (4) -----URINAL, PEDESTAL, SYPHON JET BLOWOUT (8) -----DRINKING FOUNTAIN ( 1/2) LAVATORY, BARBER/BEAUTY ~SHOP (2) ____ ,LAVATORY, SURGEONS (2) SURGEONS SINK (3) _ ICE: MAKER ' (1/2) WET BAR (2) TOTAL FIXTURE UNITS_ 3� @ *20. 00 EACH $_ Q_ a s JOB INFORMATION ------------------------------------------------- PLANS REVIEW CHECK LIST Address_ -----Owner__r/ Legal Description �� Contracto -- - ---------------- _ ------- License Number________________________ License on File YES NO Section 24_101 * Zoning Regulations Zoning District_____ Proposed Used y�Q Required Lot Size 6W -11----- Actual Lot Size_______ Setbacks Required ProvidedSection 24_17 - f, G « � ti V/fr t _ r CORNER LOT INTERIOR LOT rear ! / If Flood Zone_____ `( ___ side-1 1 /r Required Elevation --- side-2 -- --- �/--- Max. Height Allowed__ Proposed Height_, �_�� Section 24_82 * Minimum Lot Coverage Required Heated Area _ � Proposed Areae _____ Section 24_161 * Offstreet Parking Number Spaces Required__ -21--/- Spaces Provided Section 24_82 * Duolicate Buildings Is there a similar building within 500' of proposed building?YES N0 - Utilities Water and sewer service is to be provided by: _ Buccaneer Utilities ____ City of Atlantic Beach Utilities Private Source SEPTIC TANK WELL Plans Reviewed by:------------------------------Date ---------------- Building Permit #__________ ISSUED DENIED MAP SHOWING SURVEY OF LOT 6, SELVA MARINA UNIT NO. 10-C, AS RECORDED IN PLAT 1300K 37 , PAGE'' 40 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUN'T'Y, FLORIDA. _� L a 7" 9 7•E q$ 29 Al E39'05,5. E �s �6 J QRo�os�o o o o 0 5' 0.5 a 4.39__. .S.g,Z'S7o�'•w• C�,�= 79•`>� ,�---- R,�,y�•�.j ,G:g6�33%3 A.{�e 80.c�a• "` �t�v'•,- .e.�c� Iic1qa11 ----------------------------------- d�/f�`f` r �•.�w �t/o X1'1/G Ah/�9 .t'E3'T�'iCTro�/ L/.�/E,r•J'j� .�L'AT. . .PEC�•/ECiCfr 0 c!/i�/C1�►•�Y 9 i9oc: 70 YNiS P/?OPE.47"y G/ds I� FGOoo 1'O.t/E. '�; r✓N/�N, moi ~ L4'4' 714> 4Pt.17'0r. iS dE7''�✓Cd.� T�fE /00 4.i0 S� �'E.�►R F`��Do AR�:�3 ggyym� r..�a n4.lp$ .@S'7�/S.Eo A!�z/L. %f3��0� . • .�'E�'�/�f."f:=L� .tom t.�z.:l.=;'b• /',/.;t•:+�, /C 'iG'c�YtitM4W?'Y AA�/brL. Np•: /273"• ��, C. �,r/pK.� .l(,-! f)c:x,y' FGt�Gc/�•%fY�G-sc� /fLE /.crSu,Pil,.t''E' �'ca,�.flq.✓Y.�y c�c.i,��/>y I hereby certify that this survey meets the minimum technical standards as set forth by , the Florida Board of Land Surveyors, pursuant H. A. OUBDEN to Section 472.07 Florida Statutes & AS SOCIATESINC. LAND �s.l.r.xso►uwsrq� Mo..�G7�t ww. SURVEYORS Pat Otfla Box 60070 SIGNED c%/[y/ F0 e t95 630 8"ch Boubvud J.c Aww11011"Ok Rod"32260 SCALE: THIS SURVEY NOT'VALID UNIX$*THIS PRINT 12 EMDOSSED WITH THE SEAL OF THE AIBOVC SIGN90. MAP SHOWING SURVEY OF LOT 6, SELVA MARINA UNIT NO. 10-C, AS RECORDED IN PLAT 1300K 37 , PAGE. 40 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUN'T'Y, FLORIDA. G o r q V s7 ei Q t1 i is 6 e44 � o ti �n W ah. ;. ✓G; p1,4` 4:::;A/= 79.9e- R,��,,� Q:c�6°33%S•' �??�i'C'c CTO.c�• �tcrr, s-✓. .tisccc arr 0 loo•re/W r</o. /PGG+ ri •cEsTRrcr. .0y SAT. �c"EC/-/EC S �l�lv!-1�+��b' 9 �� 71P- TN/�► PROPERTY G/ds /�/ FG000 roNE•'a: r✓N/cfl. L3rc'/..rC-r StY v0 Yzp OriTS rS dTi✓dE.✓ 7^NE /oo .v..r0 S� YfA�' iGGO6>A.? d3 ��yy �G�D /1SG� e/"!57//EEO f1Gl?/L /P.�/�t�. ' .S'EY.'.!./bG'�:=1� ,«•�2s/r"i'Y" 4`41 /•;1V3,�0, ar ✓�![ a�wet ePY• T��E �.crs'c%s3/.�rY'E•' �on�I�,q✓�//s cG'c./,t'r7 I hereby certify that this survey meets the minimum technical standards as set forth by ' the Florida Board of Land Surveyors, pursuant N. A. DU DEH to Section 472'07 Florida Statutes & ASSOCIATESINC. LAND ia.t.nr�so ww.ro.Mo.,G7yt itw. SURVEYORS Pod OHI sox 600�o SIGNED JwMorwft eNc4 FW$"32260 SCALE: THIS SURVEY NOT VALID UNLESS THIS PRINT 15 EMBOSSED WITH THE SEAL OF THE ABOVE SIGNED. { CITY OF ATLANTIC BEACH, FLORIDA Approved by APPLICATION FOR ELECTRICAL. PERMIT THE CHIEF ELECTRICAL INSPECTOR: DATE: I PORTANT NOTICE: ` 1 IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE EREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, RICH ARE A PART HEREOF, AND IN ACCORDANCE WITH THE ELECTRICAL REGU TIONS, CODES AND CITY OF TLANTIC BEACH ORDINANCES. LECTRICAL FI M: MASTER ELECTRI AN SIGNATURE L-"rb&'CVMAN ADDRESS: RFD BOX LDG.SIZE BETWEEN: ES.F-r APT.( 1 COMM.( 1 PUBLIC I ) INDUS.( 1 NEW(4` OLD( 1 REW.( 1 DDITION ( 1 TRAILER ( 1 TEMP.(-4 'SIGNS 1 ) SO.FT. SERVICE: NEW fel' INCREASE( ) REPAIR ( 1 FEE CONDUCTOR SIZE AMPS COPPER ( ALUM. 61 SWITCH OR BREAKER AMPS f PH W VOLT RACEWAY OG4 EXIST.SERV.SIZE AMPS PH W VOLT RACEWAY FEEDERS NO. SIZE IND. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLESCONCEALED OPEN TOTAL O.30 AMPS. 3 1.100 AMPS. SWITCHES INCANDESCENT FLUORESCENT&M.V. FIXED 0.100 AMPS. OVER APPUANCES BELL TRANSF. AIR H.P.RATING H.P.RATING CONDITIONING COMP.MOTOR OTHER MOTORS AMPS ICEIL HEAT: KW-HEAT 0.1 OVER MOTORS H.P. VOLTAGE PHS NO. 1 H.P. VOLTAGE PHS MISCELLANEOUS TRANSFORMERS: UNDER 600 V. OVER 600 V. NO. KVA III NO. lKVA NO.NEON TRANSF. NO. VA. MA. MOTOR SIZE EACH SIGN SWITCH FLASHER i . FORWARDED $ TOTAL FEES r CITY OF ATLANTIC BEACH, FLORIDA 113s App.owd by APPLICATION FOR ELECTRICAL PERMIT THE CHIEF ELECTRICAL INSPECTOR: DATE; 1 PORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE EREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, RICH ARE A PART HEREOF, AND IN ACCORDANCE WITH THE ELECTRICAL REGULATIONS, CODES AND CITY OF TLANTIC BEACH ORDINANCES. OLEC!TRICAL F M: MASTER EIE�CTRICIAN SIGNATURE JOURNEYMAN ADDRESS:aiv ._ Alr RFD BOX LOG.SIZE BETWEEN: ES.t<' APT.( ) COMM. ( ) PUBLIC( ) INDUS.( 1 NEW(-T' OLD( 1 REW.( ! ODITION ( ) TRAILER ( ► TEMP.( SIGNS ( ) SQ. FT. SERVICE: NEW(--r' INCREASE ( I REPAIR ( 1 FEE CONDUCTOR SIZE AMPS COPPER( ALUM. ze, a 0 SWITCH OR BR AKER AMPS PH W VOLT RACEWAY 90/a O EXIST.SERV.SIZE AMPS PH W VOLT RACEWAY FEEDERS INO. SIZE IND. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL O.90 AMPB. 31-100 AMPB. SWITCHES INCANDESCENT FLUORESCENT&M.V. FIXED 0.100 AMPS-. OVER APPLIANCES ' BELL TRANSF. AIR N.P.RATING H.P. RATING CONDITIONING COMP.MOTOR OTHER MOTORS AMPS ICEIL HEAT: KW-HEAT Q-1 OVER MOTORS H.P. VOLTAGEPHS NO. 1 H.P. VOLTAGE PHS " MISCELLANEOUS TRANSFORMERS: UNDER 600 V. OVER 600 V. NO. KVA NO. lKVA NO.NEON TRANSF. NO. VA. MA. MOTOR SIZE SWITCH FLASHER EACH SIGN FORWARDED TOTAL FEES i Y Mice. QUOMTS APPLICATION FOR WATER AND/OR SEWER TAP APF,L.ICANT NAME__ Y BAILING ADDRESS__ 32:25 PHONE NUMBER_ y__ �// ls?� -1-------- DATE_ =__-------- s� SERVIC E REAUESTED__X_ y—y— ----------------------------- ----------------------------------------------- IC SERVICE LOCATION =� _ �C� L��zs�� ,,� �1� i DATE SENT TO �"' DATE RETURNED PUBLDATE S WORKS �- TO BUILD. DPT. ---------------- DATE OWNER NOTIFIED i j a r I, . .......... s r 104 "OF.P0IiitM W.OF BUILDING )'NRI TPdf00 T"$00, »* :,.`, w_.. 7i�T R I`NF'ORtIATIO ..t N �. �"< 0!Odr* 4 "2AN IDN DRIVE P: I" toATLANTIC BEACH FLORIDA 3 233 .ILIAC, t3I CRIPTION, Ctr. T PR : O I .;l+ k,s Far sod' Owe -. I .N ' ' ► L L :: � #s, Page 1 E� ubdi4t�rlon anside at t�i�l ,�� .�1I .�� »::�`.�,�� 'OW11 INFORMATION ------ r,ov« Co' s N # 0041;$A COI CSTRUCTION TotalL " � � � ".> dx'trsdataar�" I� vAI�OROY� £�R vs `� ...., !► ` kN ` SZACHOFLORIDA 32233 D ► +ir eMh �V'�✓ 'aiYs Mt+ln'ck y M r,+F! d P'w llifi�l1 i.' M wr. .w. +..n AV { u *401.62 ' v AT SM + ► got035. 00- 590I Aol 07 $26 74 IIIfJki *,St' X31. 3:1 # # 1� 7/1'# I Ila L2 I TIC 'A ..,. we $0. 00., . ISI ORAUI c IWARE, 00. Sao 00. 00 t O 5: i r f z NOTICE'--ALL CONCRETE FORM$AND FOOTINGS MURTBE INSPECTED BEFORE POURING "'. PEIMII"VOtE7 SIX MON AFTER DAtE OF ISSUE B LDING MATER L,RtJBRCSH ANQ I�ERR15 FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE C `FAIRED UR AND'HAULED AWAY;RY,E T,0 GbNTRACTOR OR OWNER. A k } ILU " °t3 'WITH THE MECHANICS' LEEN LAW CAh1, RESULT IN E PROP RT1('0 Eft PAYIING TWICE FOA BUILDING IMPROVEMENTS." f I". UED ACCORDINIG TO APPRE31( D PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO'RtVOCATION FOR V1 " LAT[ON OF AP CrIC'ABLE PROVISIONS OF LAVA. f A NTIC BEAG1nI" L! G f'EPARTME, T" r 0 .47 � 1�►ARlNT©F BtdILDlN�. � E= A NT1p RE b ATLANTIC, ,$ A1{Gi`!t FLORT A 3soot Lot s �� ail " Y er: f + W' " - ►) N "ifA" CiN FRO"Wei" Co z J#STR TION p: �"�. � �>f}RY� t ► � # Ae >k ,�iA.� Al 6 al► CCt,t AI; `"L TIC BrAlcN. FLORIDA 32233 O " ( ,* � �«,,�«H.:..„., ., � *`2 �4 �;�..,� . !"L.ZC"A'�"�I:'fN )FLI��a ...„�, ;�+►� � �� { wap rq.M 1ywe.' ;may yj p,ayq 1 ,jS � t "Y00. 00 YnT i1 S.diMIYhF� d� a' RADON k AN GAS 00�00 LA !` �#}_ #pp{I L LIt; cSr +A R uw RE sf ' N" TES' r z P f •�ALL CC�NC:RETE,CORMS AND FOOTINGS NIUSt 8E INSPE'CTEI3 BEFORE POURING PER VOID SIX MONTHS AFTER DATE QF ISSUE llILDING�:MAl' RIAL;Rif ISYI gNQ'DEBRIS FROM THIS WORK MUST NOT BE PLAGED IN PUBLIC SPACE,AND MUST BE LEAREp U,P A d HAULa AIIVAY BY, ''IT A.GONTRAC7OR OR OWNER. P �� ;;pLY:'1NITH' THE 'MECHANICS' LIEN LAW CAN,.RESULT IN FAILUI - (CCS THE PI { TY N`S :PAYING TWIIrE �}IwC BU1Lt Il Ci IM# f 3 /EM"ENTI;.'a r. © ACC4 bINQ .TO APP{gpV-0-PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR t VipLAT14N.© APNL,lCASLg,pgO1YISIC�NS QF LAW. TLANTIC BE C-1.BUILDINO t �EA TIING --FURNACES, BOILERS, FIREPLACES ny w mbar units Description MW Number b[amfactum c(8'i�' ) 4M U �F CiDU C_ is V`O cc t� T ICS Many NombW Capacity Type Ligtdd Name of Serial Appwvmg sDlmsodons Contained Naautsotiasrenc ad } 001078 DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH M' pl~RMIT` -INFORMATION 'LOCATION 'INFORMATION P Nvis� iO7� Adcaresas 54 OCEANSIDE r n T P PLUMBING It C ATLAN-T`IC BEACH, FLORIDA 32233 CI ox Works NEWEI�A'L DESCRIPTION C,` s r. TYPEa NIA Lots -to 'Block �.�'�►�Cic�n� P pcsw d U �x SINGLE FAMILY PI�t Book s. F'sprg�+s fl Vis€ ;Il s*g>rs�s O Code% O Eubdivi ioo � AI4tE►IAE E i tie Values # , OC9 - . OWNER INFORMATION I par r+ Gc t s Ot 0 Names BOB PRO"WEIN Tol l e r .. , ' ► Ad+ reu s B4 OCEANSIDE ATLANTIC BEACH, FLORIDA 3223 Asn s '° 11r .I 'haxx t K"'7 k x s raw I Ri'Ti`R 1FY 17 F` JM1 i U.f1 ES WLR 2 I8Ei3t � PPL.ICATIQN FEES IE!'f :+i' rr3• w+V t„� pill 4. .33 � WATER IMPACT' FEE �t7 #�►O 90500( FEE . 7 14 r21 3 rg }WgOyF��/��6*41w$j►e�»��♦ �(�'�y• p�a•� @= i( l .ADI N GAw7 *0. 00 Lia I WATER TAP -SEWER� TAt II4YpFtAU'IG.;CC a�"`i'M�kRE E ti y h F��taaE-±Iyy#{9y}�Sa�P++Eg,y,,�CT'(�F'EE . 00 �L,Ntar,4R�{�if•yyi ING + 'L✓ r OTHER uuz.. NO. S; i } NOTICE;--ALL CONCREETE FARMS AND FOOTINGS MUST BE INSP QTFED BEFORE,POURING PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE B tLDiNG MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE C ;EARED UP ANI HAULED AWAY BY EITHER CONTRACTOR OR OWNER. AILURE TO COMPLY WITH THE MECHANICS' LIEN LAW CAN RESULT iN #E PRC RTY OWIVEKPAYING TWICE IrOR SUILDING IMPRO►VE1I ENTS." I UED ACCORDING TO APPROVED PLANS WHICH;ARE PART OF THIS PERMIT AND SUBJECT. TO REVOCATION' FOR 4 V LATtON OFAPPUCABLE PROVISIOtVS OF LAW. AT NTIC Ht UILDINC'DE ,J TMENT CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT •r JOB PLUMBING CONTRACTOR LICENSE *MZRS f c A OWNERQN BUILDING CONTRACTOR TYPE OF BUILDING SHOWERS �LAVATORY WATER HEATERS . �BATT TUBS __i DISHWASHERS /DISPOSALS CLOSETS J WASHING MACHIN FLOOR DRAINS OTHER NOTAL FIXTURE COUNT INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE MOST RECENT EDITION OF THE SOUTHERN STANDARD PLUMBING CODE. r