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2234 Oceanwalk Dr W (vault) AGENDA ITEM#813 NOVEMBER 28,2011 CITY OF ATLANTIC BEACH CITY COMMISSION MEETING STAFF REPORT AGENDA ITEM: Request for a Waiver from City Code Section 19-7 Driveway Limitations to Allow a Circular Driveway on a Lot with Less Than 100 Foot Frontage. SUBMITTED BY: Rick Carper, P.E./' /T� Public Works Director DATE: November 10, 2011 BACKGROUND: Applicant proposes to replace their existing driveway at 2234 Oceanwalk Drive West to create a circular driveway. The lot frontage is 91 feet. City Code Section 19-7 contains the following requirements for circular driveways (emphasis added): (f) Maximum driveway width at the property line and through the right- of-way shall be 20 feet. Maximum driveway width for circular drives shall be 12 feet, and circular drives shall only be permitted on lots having at least 100 foot frontage. The applicant proposes to replace the existing driveway and add an extension to make a circular drive (see Attachment 2). Estimated impervious surface coverage of the right of way with the new driveway is less than 30%. Limit per City Code Section 19-7 is 50%. BUDGET: No budget issues. RECOMMENDATION: Consider approval of requested waiver to the City Code Section 19-7 requirements. ATTACHMENTS: 1) Waiver Application for 2234 Oceanwalk Drive West 2) Proposed Driveway Plan 3) Approval letter from Oceanwalk Homeowners Association Reviewed by City Manageri AGENDA ITEM#8B NOVEMBER 28,2011 CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD r� ATLANTIC BEACH,FL 32233 `k INSPECTION PHONE LINE 247-5814 Application Number . . . . . 11-00100064 Date 11/07/11 Property Address . . . . . . 2234 W OCEANWALK DR Application type description SUB APPL FOR WAIVER Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 ---------------------------------------------------------------------------- Application desc subdivision waiver request ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ CARROLL OWNER 2234 OCEANWALK DR.W. ATLANTIC BEACH FL 32233 ---------------------------------------------------------------------------- Permit . . . . . . SUB APPL FOR WAIVER Additional desc . . Permit Fee . . . . 250 .00 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 11/07/11 ---------------------------------------------------------------------------- Special Notes and Comments approved to process check only ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 250 . 00 250 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 .00 Grand Total 250 .00 250 .00 . 00 . 00 ED IF 072011[NOV PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALI, CITE' OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. AGENDA ITEM#813 NOVEMBER 28,2011 APPLICATION FOR SUBDIVISION REGULATIONS Section 24-191. Waiver. !) (a)General. Where the City Commission finds that undue hardship due to unreasonable practical difficulties may result from strict compliance with this Article,the City Com- mission may approve a waiver to the requirements of this Article if the waiver serves the public interest. City of Atlantic Beach (b)Conditions of waiver. An applicant seeking a waiver shall submit to the City Commis- 800 Seminole Road sion a written request for the waiver stating the reasons for the waiver and the facts Atlantic Beach,FL 32233 which support the waiver. The City Commission shall not approve a waiver unless it (P)904.247.5826 determines the following: (F) 904.247.5845 (1)The particular physical conditions,shape,topography of the specific prop- www.coab.us erty involved causes an undue hardship to the Applicant if the strict letter of the Article is carried out. (2)The granting of the waiver will not be injurious to the other adjacent property. (3)The conditions,upon which a request for a waiver are based,are peculiar to the property for which the waiver is sought,are not generally applicable to DATE PA/// other property and do no result from actions of the Applicant. (4)The waiver is consistent with the intent and purpose of this Chapter,the FILE# Comprehensive Plan and the requirements of this Article. If the City Com- mission approves a waiver,the City Commission may attach such conditions RECEIPT to the waiver as will ensure that the waiver will comply with the intent an purpose of this Article. n Lg 1.APPLICANTS NAME ��Q kCjta-p(�(i U 2.APPLICANTS ADDRESS y27f. �„�� pit , w. Y 3.PROPERTY LOCATION 4.PROPERTY APPRAISER'S REAL ESTATE NUMBER 5.CURRENT ZONING CLASSIFICATION 6.FUTURE LAND USE DESIGNATION 7.Subdivision rovision(s)from which waiver is sought. 24- 9b.3 CO.) ii i 8.SIZE OF PARCEL, PARCEL FRONTAGE _ PARCEL DEPTH t . PARCEL AREA 9.UTILITY PROVIDER J VA 10.Statement of facts and any special reasons for the requested Waiver,which demonstrates compliance with Section 24-191 of the Zoning and Subdivision and Land Development Regulations,and specifically describing how the request complies with the conditions necessaryfor the City Commission to approve this request. Use second page if additional space is necessary. DvLls?`� page 1 of 2 AGENDA ITEM#8B NOVEMBER 28,2011 WAIVERAPPLICATION FOR SUBDIVISION REGULATIONS s} 11. Provide the following information. Applications will not be considered complete and will not processed until all items have been received: a. Proof of ownership(deed or certificate by lawyer or abstract company or title com- pany that verifies record owner as above). If the applicant is not the owner,a letter of authorization from the owner(s)for the applicant to represent the owner for all City of Atlantic Beach purposes related to this application must be provided. 800 Seminole Road b. Survey and legal description of property. Atlantic Beach,FL 32233 c. Required number of copies(4). (P)904.2475826 d. Application Fee($250.00). (F) 904.247.5845 www.coab.us 1 HEREBY CERTIFY THAT ALL INFORMATION PROVIDED WITH THIS APPLICATION IS CORRECT. Signature of owner(s)or authorized person if owner's letter of autodmation is attached: PRINTED OR TYPED NAME(S) "4 V/� SIGNATURE(S) CONTACT INFORMATION OF PERSON TO RECEIVE ALL CORRESPONDENCE REGARDING THIS APPLICATION: NAME d*L4,pw ADDRESS �� I%[iCw/14� A'. iN PHONE ,23�• 0 7 FAX Z •9ao� CELL Z 6 •�b� E-MAIL "( C44A 'q � M 'N�'l/ESS✓�� !/1�� ADDITIONAL SPACE FOR QUESTION 10: page 2 of 2 AGENDA ITEM#8B NOVEMBER 28,2011 04110 003 11:92 FAX got 280 1003 RICHARD T HORHBBAD QI001 MAP .SHOWING BOUNDARY SURVEY OF LCT 16, OCEANWAM UNIT TWO. AS RECOROE6 IN PIAT BOOK 42 PAPE$ 13. 13A THROIJOH I-q. OF THE CURRENT PUBUC,•RECOROS OF DUVAL COUNTY. FLORIDA. CER*lED i. f MARK T. CARROLL WELLS FAR00 HOME MORTGAGE STEWART 71TLE GUARANTY COMPANY RICHARD T. M10REHEAo, P.A. OLD SHERRY DRIVE MAY) I N 07'39'20" W 82,41' (MEASURED) 1ou>ao r qpE (CHORD) N 07'41'50" W 02 48' PLA C f L- 82.48' R• 2914.70' ,q° rtON-ACCtBU LAlLMb►T LOT 18 aw r "1 ONE STORY z v POSTED EE2234 •rLr o 04 8.4' 10, O r ..}'.. • p m In C14 `� . ►• a 1 ',• ar VOL pp A. I I•r 138.40' R., T2004.84F Poaa,i Wo r.t +v a4 n 4w 81.0$' R� 1204.54' I w of Mo,m hear p'1�r,( 1 5 04116'48" E 91.00' (PIAT) (CHORD) LEGEND: S 0911'04w E 91.0"r (MEASURED) (WORD) R • >AONs —x- • Mom OCEAN WALK DRIVE WEST L Ii R1w COwtPEtt (30.B Roo OT WASI ' 1 s�ou" e rowm 'r 1°Nnu ar 1106YEY1f�FcEu °F-�atgtn'w IK REv i.l rrb R.et'CRwP111C PIOtTrNO Mf.CM �4AMM tf m1rW,atO9O 30rIC '< �DMy TMf OAtE o CC�PiRiM rurprAt ROOD �p'F.►w w i7.Am.3. raawu�tr rluwYiFi$SIi�FXwe��T�O _ IF��1' QI.I OTHM1469 STUD.NO WHO MUC B EM AS P&IWOMM T Yi0M0 M gr W IAURVOMM .. S 'Im vj" NOT VAX W14oul THt tYNCW4 50MAT{MC AM 00 AND eCAI.GP MMC CLRiIf+»b!lWf1gYDR JOB I 11652 1 DATE OF FIELD $ YE), 05-31-61 A OF ISSUE: p6-Ot- j.4,SC11LE; i OSS Got S4a"! CERTFOA.TE t 1:.3," ,ww"v Ao.r.w A 40""vilo.Plias X704 AM 1' My Iltaras.[or�pp( To MDA!'n•aO. 6vnv WI MGTNT09� � __����AR'ERr�SiZ!STA3 cr 40RIOA 11OCNSC0 l4SNEDi 47W1 1![d LAND SURVEYS O CONSTRUCTION SURVL-YS CI-= - ?B(SiVtSlpt�►: AGENDA ITEM#8B NOVEMBER 28,2011 ell/ r h � 1 AGENDA ITEM#8B NOVEMBER 28,2011 OCFAN ---, To:Mark Carroll AGENDA ITEM#8B NOVEMBER 28,2011 0C WALr_ To: Mark Carroll From: Theo K.Mitchelson Jr. Re: -2234 Oceanwalk Drive West,Atlantic Beach,FL 32233 I am pleased to share with you that your request regarding"replacement of existing driveway,with addition of a circular driveway extension"has been approved,with one contingency: Oceanwalk's approval is contingent upon the City of Atlantic Beach's approval of the same... We state our approval in this manner because it has come to our attention that the City of Atlantic Beach has a requirement that a lot must be 100' wide in order to fit within City guidelines for a circular drive.Another of our neighbors has bumped into the same requirement. That other neighbor has approached the City for a variance, and it appears likely that she will receive it from them. I assume that you will be required to do the same. Please communicate back with us,either way,once you have an opportunity to determine the City's position. If we can be of additional assistance in any manner,please do not hesitate to give me a holler. 40/26/ ly, 2011 �' Oceanwalk Association, Inc. 1.0. Boer 331188, A 11aiitir Beach, FL 32233-1188 CITY OF ATLANTIC BEACH ELECTRICAL PERMIT APPLICATION Date: it Property Address: Owner: �/7 �1� ��f!//���� Telephone#: ���1��� Contractor: UTbmpm Vm&k CO- Telephone #: Z ��-�Al P.O. z � Contractor Address: Made Be&*EL 32233 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 ordinance and standards of good practice listed therein. Building: Building Type: ❑ Trailer Service: If other construction is ❑ Nva+ ❑ Residence ❑ Temp. ❑ New being done on this building Old ❑ Commercial C) Signs ❑ Increase Or site,list the building Permit number: ❑ Re-wire +"Addition Sq. Ft. U Repair Conductor Size: AMPS: COPPER ❑ ALUMINUM Switch or RACE Breaker AMPS PH _ W VOLT WAY Existing Service _ZRACE Size AMPS PH W VOLWAY I I +, Feeders: NO. SIZE I NO NO SIZE Lighting Outlets CONCEALED i OPLN Receptacles CONCEALED /� i OPEN 0 10 AMPS ;1 100 AMPS Switches Incandescent Fluorescent & M.V. Fixed 0.100 AMPS OVER BELL Appliances TRANSFER. Air H.P.RATING H.P.RATING CEILING KW-HEAT Conditioning COMP.MOTOR OTHER MOTORS AMPS HEAT Motors 0-1 H.P. IVOLTAGE PH I NO. OVER 1 H.P. IPHS UNDER600V OVER600V Transformers NO. KVA O. KVA I I _ I No.Neon_Transf. Ea. Sign Miscellaneous f �m 800 Seminole Road . Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800• Fax: (904)247-5845 - http://www.ei.atlantic-beach.iLus 4, t, CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET Address Z.�-3`-� G� t�X3 c��f., �fL• OJ Date l t� •o Heated Square Footage @ $ per sq ft= $ Garage/ Shed 1.�.�'e @ $ T per sq ft= $ Carport/Porch [9 @ $ per sq ft= $ Deck @$ per sq ft= $ Patio @S per sq ft= $ TOTAL VALUATION: $ 3�t « � $ 3S Total Valuation ,Lcwo Remaining Value Si per thousand or portion thereof CONSTRUCTION TYPE: TOTAL BUILDING FEE $ ZONING: _ + '/z Filing Fee FLOOD ZONE: ( )Fireplaces @$35.00 $ IMPERVIOUS SURFACE: BUILDING PERMIT FEE S WATER IMPACT FEE S SEWER IMPACT FEE $ WATER METER/TAP $ CAPITAL IMPROVEMENTS SEWER TAP $ C ( )RADON .0050 S SECTION H PAVING( } $ HYDRAULIC SHARES S CROSS CONNECTION $ ST( ) SURCHARGE $ OTHER $ C�b GRAND'TOTAL DUE: $ �i CITY OF ATLANTIC BEACH Cc: BUILDING / ZONING DEPARTMENT ° 800 Seminole Road L;Higgins Atlantic Beach,Florida 32233 err (904)247-5800 (904)247-5845 Fax www.coab.us PLAN REVIEW COMMENTS vu Permit Application # _0(0 Property Address: Applicant: bit, f—b9i IAO Project: �:C r 06T This permit application has been: Approved 0 Reviewed and the following items need attention: Please re-submit your application when these items have been completed. Reviewed By: Date: Date Contractor Notified: ,Jy CITY OF ATLANTIC BEACH ROOFING PERMIT APPLICATION Date: �— V f Job Address: _Olr�� l d('�t��./ G✓!A � L Owner of Property: na tz K Address: ,2Q3L1 (► ,� i;.J Iq LV ,�a � Telephone: .12r '+ i ('nntrartnr �Ni,n � 1 .,�,L- _ 7-All 04,.+,.7 n n n Yc iX1rf:--. fn CITY OF ATLANTIC BEACH ROOFING PERMIT APPLICATION `" _ . Date: Job Address: _o3 / Oa'eC4,✓ t✓t I Y Owner of Property: }rz K ( AAlzo ll Address: 2Q3 Ll_C2Cc-i4,) tj#1 V Dy td Telephone: 2 3 Ll - '513 �. Contractor �jl�G lu)—� State License Number: CW asy S j Contractor's Address: -5/1-Z V h t,t Telephone: CJI 19 Fax: 2 Scope of Work: ,� /V2�,/ G✓�s. ,S� P)-c Deck Slope: —�'et / Greater than 2:12 Less than 2:12 Valuation of work: .,3 9, 15 Product Name(Example: Timberline): H e•'rL (_„ Manufacturer(Example: GAF): --/-A✓►j ASTM Designation(s): Required Inspections: Sheath' dina Signature of Owner: _ Date: AS TO OWNER: Sworn to and subscribed before me this day of IVI ems, Notary's S i g aature: \14q i 4 m5 Exvr..+�O�r1ppE now 9mKMd u°u(M)6=6Q": ❑ Personally known •.•.7:11. �°►�y�an.,in [ Produced identification ...............................t `� Dc J-tj 5 G�c... Type of identification produced \ � Signature of Contractor: Date: �-Z AS TO CONTRACTOR: Sworn to and subscribed before me this bl day of 20 OLg State of Florida,County of Duval Notary's Signature: uu q a&wyLD .. .NNMNN.N...NNMMMM.M d T__ �AI1RdOR1E M.AD�AIAB�YWIiI�� ODOM= 3 Personally mown E*Ym lawmn ? Produced identification a� eaw°arruc8W»-+ g Type of identification produced flmlda NoWy Am.,Inc 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Telephone: (904)247-5800 Fax: (904)247-5845 •http://www.ci.atiantic-beach.1l.us Page 1 Revised 2/21/03 TAIL TYPICAL SUPER GUTTER ATTACHMENT SCHEMATIC PLAN AND DETAIL HOST STRUCTURE STRAP LOCATION3'WIDE STRAP PER 1/4'DIAMETER x 3'LAG ATTACH INTERNALLY WITH(4) HOST STRUCTURE SCHEMATIC PLAN SCREWS AT 17 O.C.AND 010 x 7 SCREWS INTO 11114411 x 2 x 0.125 ANGLE (3)AT EACH STRAP SCREW GROOVES. WITH(4)010 SCREWS (PRE-DRILL) INTO BEAM AND 2 x 2 BOTH SIDES OF BEAM. SELF-MATING BEAM SLOPED OR FLAT O 1 x 2 ALONG SUPER GUTTER Q �- BEAM BEAM SPACING EQUAL EQUAL WITH(2)010 SCREWSAT STRAP SPACING SHALL EACH END ATTACHED O SUPER GUTTER BEA2SHE BEAM SPACING--POIERSBLY FROM- RECEIVING CHANNEL WITH(S) PRESSURE TREATED 010 SCREWS INTERNAL AND(6) BLOCKING AT EACH 010 SCREWS EXTERNAL. STRAP LOCATION NOTE:SEAL GUTTER WALL AT ALL CONNECTION POINTS. GENERAL NOTES AND DESIGN CRITERIA: 1.A SCREEN ENCLOSURE IS DESIGNED TO BE ATTACHED TO A PERMANENT BASE HOST STRUCTURE OF ADEQUATE STRUCTURAL CAPACITY: 2.THE HOMEOWNER/CONTRACTOR SHALL VERIFY THAT THE BASE HOST STRUCTURE IS IN GOOD CONDITION AND OF SUFFICIENT STRENGTH TO SUPPORT THE PROPOSED ADDITION BY HIRING A QUALIFIED PROFESSIONAL 3.THE HOMEOWNER/CONTRACTOR SHALL HIRE A QUALIFIED PROFESSIONAL TO VERIFY THE CAPACITY OF THE TYPICAL DETAILS., 4.SITE SPECIFIC ENGINEERING IS REQUIRED FOR STRUCTURES GREATER THAN THIRTY FEET,ROOF SPANS GREATER THAN FIFTY FEET_,AND/OR CONDITIONS NOT COVERED BY THE SPAN TABLES. S.THE 2004 FLORIDA BUILDING CODE IS THE BASIS OF DESIGN.WIND LOADING FOR THE SPAN TABLES IS PER CHAPTER 20;TABLE 2002,4. &MAXIMUM PURLIN SPACING IS T-0'.FOR SPANS GREATER THAN 39•0',INTERNAL LATERAL BRACING IS REQUIRED FOR STABILITY. 1:MEAN ROOF HEIGHT SHALL BE LESS THAN OR EQUAL TO 30 FEET.THE RIDGE OF THE SCREEN ENCLOSURE SHALL NOT EXCEED THE RIDGE HEIGHT OF THE BASE HOST STRUCTURE. 8.THE EXPOSURE CATEGORY IS PER SITE LOCATION-C FOR STRUCTURES ALONG THE COAST AND B FOR ALL OTHERS: 9.THE BASIC WIND SPEED IS.LESS THAN OR EQUAL T0150 M.P.H.THE MIORTANCE FACTOR IS EQUAL TO 0.77. 10.THE SPANS ARE BASED ON AN OPERBUILDING ENCLOSURECLASSIFICATION. 11.THE TYPICAL DETAILS SHOWN ARE INDICATIVE OF A STANDARD INSTALLATION.THE ENGINEER OF RECORD SMALL VERIFY THE ADEQUACY OF THESE TYPICAL DETAILS. 12.cFRTIFICATION EXTENDS ONLY FOR THE TABULATED SPANS OF THE STRUCTURAL SHAPES LISTED.THE ENGINEER OF RECORD SHALL VERIFY ALL OTHER DETAILS INCLUDING OVERALL STABILITY. 13.INTERPOLATION BETWEEN LISTED MEMBER SPACING IS PERMITTED.EXTRAPOLATION BEYOND THE TABULATED SPACING IS PROHIBITED. 14.FOR GABLE,HIP AND HALF MANSARD ROOFS,AN INCREASE OF 10%IS PERMITTED FOR THE SELF-MATING BEAM TABULATED FLAT ROOF BEAM SPANS.VERIFY MINIMUM POST SIZE ADEQUACY, 15.FOR DOME AND FULL MANSARD ROOFS,AN INCREASE OF 2D%IS PERMITTED FOR THE SELF-MATING BEAM TABULATED FLAT ROOF BEAM SPANS.VERIFY MINIMUM POST SIZE ADEQUACY: 16.SPLICES:OF SELF-MATING BEAMS ARE ALLOWED BETWEEN THE 1/4 TO 1/3 OF THE BEAM SPAN AND SHALL BE STAGGERED EACH SIDE OF THE BEAM: i ALLOWABLE SPANS FOR SCREEN ENCLOSURE POSTS FOR REGIONS WITH WINDSPEED UP TO 150 M.P.H. o POST SPACING 4'-0" 5'-0" 6'-0" T-Ow 8'-0" EXPOSURE CATEGORY B C B C B C B C B C SELF -MATING BEAMS j 2 x 4 x 0.044 x 0.100 12'-10" 10'-8" 11'-6" 9'-6" 10'-6" 8'-8" 9'-8" 8'-1" 9'-1" T-6" " I 2 x 5 x 0.050 x 0.100 15'-1 12'-6" 13'-6' 11'-3" 12'-4" 10'-3" 11'-5" 9'-6" 10'-8" 8'-10" 2 x 6 x 0.050 x 0.120 18'-1" 15'-1" 16'-2' 13'-6" 14'-9' 12'-3' 13'-8" 11'-4" 12'-9' 10'-8" 2x7x0.055x0.120 20'-5" 1T-0" 18'-3' 15'-2" 16'-8' 13'-10" 15'-5" 12'-10" 14'-5" 12-0' 2 x 8 x 0.072 x 0.224 28'-9" 23'-11" 25'-8' 21'-4' 23'-5' 19'-6" 21'-8" 18'-1- 20'-3." 16-10' � 2x9x0.072x0.224 30'-0" 25'-10" 27'-9" 23'-1" 25'=4" 21'-1" 23'-6" -19'-6 21'-11" 18'-3" 2x9.x0.082xO.310 30'-0" 29'-4" 30'-0" 26'-3' 28'-9 23'-11" 26'-8' 22'-2" 1 24'=11" 20'-9' 2 x 10 x 6.092 x 0.369 30'-0" 30'-0" 30'.-ON 30'-0" 30'-0". 27'-10" 30'-0" 25'-9 29'-0" 24'-1" o, SNAP EXTRUSIONS � 2x2'x0.044x0.044 8'-0 T-0" T-5" 6'-3" 6'-10 5'-8" 16'-4" 5'-3w 5'-11 4'-11' 2x3x0.045x0.045 10'-11' 9'-1" 9'-9" 8'-Vj 8'-11" 7'-5" 1 8'-3" 6'-10 T-8" 6-5" NOTE:SEE DRAWINGS OF 4 FOR ALLOWABLE POST SPANS FOR OTHER WIND REGIONS. PROJECT ADDRESS: PATIO/POOL SCREEN ENCLOSURES 4�Z3S� 0-"rv'A� 2 „ DRAWING 1 OF REVISIONS COUNTY:I: DRAWING EFFECTIVE 1 JANUARY 2005 PERMIT NUMBER: PROJECT DESCRIPTION: , v' OCCUPANCY/USE TYPE: SINGLE FAMILY - ❑ MULTI-FAMILY E INDUSTRIAL E COMMERCIAL ❑ OTHER: CERTIFICATION EXTENDS ONLY FOR THE SPAN TABLES SPECIFIED FOR THE STRUCTURAL SHAPES LISTED: 'PICAL BRACING SCHEMATIC DETAILS FOR FULL MANSARD ROOF AND HALF MANSARD ROOF SCREEN ENCLOSURES HOST STRUCTURE ROOF PLAN ROOF PLAN ROOF PLAN ROOF PLAN ATTACHMENT(TYPICAL) VIEW VIEW VIEW VIEW EDOF W i 2 BRACE YPICAL) �pV END WALL ELEVATION END WALL to ELEVATION END WALL �i&mk�w, 'ND WALL CHAIR RAIL 2 x 2 BRACE ELEVATION �iii6i LEVATION POST (TYPICAL) ENO WALL FOUNDATION ELEVATION (TICAL) NOTE:2 x 2 SCREEN CHANNEL IS ACCEPTABLE TO FRAME DOOR JAMBS. ADD(1)K-BRACE OR(1)PAIR OF CABLES FOR EACH 300 SQUARE FEET OF SURFACE AREA. YPICAL BRACING SCHEMATIC DETAIL TYPICAL BRACING SCHEMATIC DETAILS FOR HIP ROOF SCREEN ENCLOSURES 'OR L-SHAPED HOST STRUCTURE HOST STRUCTURE HOST STRUCTURE ATTACHMENT(TYPICAL) ATTACHMENT(TYPICAL) ROOF PLAN GIRDER ROOF PLAN ROOF PLAN VIEW BEAM VIEW 3< VIEWROOF VIEW PLAN ? 2 x 2 BRACE u"7 END WALL 2 x 2 BRACE END WALL ENO WALL 04AIR RAIL U ELEVATION END WALL ELEVATION ELEVATION POST 2 x 2 BRACE ELEVATION FOUNDATION FOUNDATION (TYPICAL (TYPICAL) (TYPICAL) 'TOTE:WALL BRACING REQUIRED WHEN SCREEN ENCLOSURE NOTE:2 x 2 SCREEN CHANNEL IS ACCEPTABLE TO FRAME DOOR JAMBS. AREA- MENDS MORE THAN 18'-0'FROM THE HOST STRUCTURE. ADD(1)K-BRACE OR(1)PAIR OF CABLES FOR EACH 300 SQUARE FEET OF SURFACE AREA. ALLOWABLE SPANS FOR SCREEN ENCLOSURE FLAT ROOF BEAMS WITH WIND SPEED UP TO 150 M.P.H. BEAM SPACING 4'-0" 5'-0" 6'-0" 7'-0" 8'-0' NOTE:ALUMINUM BEAM ALLOY SHALL BE 6063 T6.PURLINS,ANGLES AND CH ANDS SELF-MATING BEAMS ALLOY SHALL BE 6063-T5.MINIMUM BENDING STRESS=15,00°PSI. 2 x 4 x 0.044 x 0.100 17'-3" 15'-5" 14'-6" 13'-10" 12'-10" MINIMUM THICKNESS-0.040 INCHES. 2x5x0.050x0.100 20'-3" 19'-0" 17'-6" 16'-0" 15'-0" 2 x 6 x 0.050 x 0.120 24'-4" 21'-9" 19-10" 18'-4" 1 T-2" TYPICAL ALLOWABLE SPAN INCREASES 2 x 7 x 0.055 x 0.120 28'-6" 25'.6" 23'-6" 22'-0" 20'-6" PERMITTED FOR SELF-MATING BEAMS 2 x 8 x 0.072 x 0.224 38'-6" 34'-6" 31'-5" 29'-1" 27'-3" 2 x 9 x 0.072 x 0.224 411.8" 371-3a 34'-0" 31'-6" 29'-6" ELEVATION (� 2 x 9 x 0.082 x 0.310 4T-4" 42'-4" 38'-7" 35'-9" 1 33'-5" SPAN sPAN x 1.1 SPAN x 1.2 2 x 10 x 0.092 x 0.369 50'-0" 49-3" 44'-11" 41'-7" 38'-11" NOTE:SEE DRAWING 4 FOR ALLOWABLE SPANS PER ROOF TYPE. SNAP EXTRUSIONS 2 x 2 x 0.044 x 0.044 10'-1" 9'-5" 8'-10" 8'-5" 8'-0" 2x3x0.045x0.045 13'-11" 12'-11" 1 11'-11" 11'-1" 10'-4" E TYPICAL SELF-MATING BEAM SIDE PLATE CONNECTION DETAIL PATIO/POOL SCREEN ENCLOSURES SELF-MATING BEAM PURLIN NOT SHOWN (1)N6 SCREW AT DRAWING 2 OF 5 24' 000 TTOM°PAND REVISIONS 0 00 O OOO O O O DRAWING EFFECTIVE 1 JANUARY 2005 uj O O 6'MIN. ALUMINUM PLATE u9 0.125'THICK BOTH SIDES WITH 6 (9)1/4'x 1/B'SCREWS INTO EACH MEMBER BEING SPLICED. NOTE:DETAIL APPLIES TO GABLE,HIP,DOME,AND MANSARD CONNECTIONS.PLATE MAY BE INTERNAL OR EXTERNAL.USE 0.125'THICK PLATE AND(12)1/4'SCREWS FOR 2 x 9.USE 0.25' 4a THICK PLATE AND(16)1M'SCREWS FOR 2x 10. CERTIFICATION EXTENDS ONLY FOR THE SPAN TABLES SPECIFIED FOR THE STRUCTURAL SHAPES LISTED• LOWABLE SPANS FOR SCREEN ENCLOSURE POSTS FOR REGIONS WITH WIND SPEED UP TO 120 M.P.H. POST SPACING 4'-0" 5'-0" 6'-0" 7'-0" 8'-0" EXPOSURE CATEGORY B C B C B C B C B C F-MATING BEAMS 2 x 4 x 0.044 x 0.100 14'-7" 12'-6" 13'-0" 11'-2" 11'-11" 10'-2" 11'-0" 9'-5" 10'-3" T-14" 2 x 5 x 0.050 x 0.100 17'-1" 14'-8" 15'-4" 13'-1" 13'-11" 12'-0" 12'-11" 11'-1" 12'-1" 10'-4" 2 x 6 x 0.050 x 0.120 20'-6" 17'-7" 18'-4" 15'-9" 15-9" 14'-5" 15'-6" 13'-4" 14'-6" 12'-5" 2x7x0.055x0.120 23'-2" 19'-10" 20'-8" 17'-9" 18'-11" 16'-3" 17'-6" 15'-0" 16'-4" 14'-0" 2 x 6 x 0.072 x 0.224 32'-7" 27'-8" 29'-1" 25'-0" 26'-7" 22-10" 24'-7" 21'-1" 2370" 19-9- 2 x 9 x 0.072 x 0.224 9-9"2x9x0.072x0.224 35'-3" 30'-3" 31'-6" 27'-0" 28'-9" 24'-8" 26'-7" 22'-10" 24'-11" 21'-4" 2 x 9 x 0.082 x 0.310 40'-0" 32'-11" 35'-9" 30'-7" 32'-8" 28'-0" 30'-2" 25'-11" 28'-3" 24'-3" 2x10x0.092x0.369 46'-3" 37'-9" 41'-7" 35'-1" 38'-0" 32'-7" 35'-7 30'-2" 1 32'-11" 28'-3" 1P EXTRUSIONS 2 x 2 x 0.044 x 0.044 T-10" 6'-4" I T-3" 5'-11" 6'-10" 5'-6" 6'-6" 5'-3" 6'-2" 1 5'-0" 2 x 3 x 0.045 x 0.045 10'-9-A.,8'-9" 1 9'-11" 8'-1" 9-4" T-7" 8'-11" T-3" 8'-6" 6'-11" PLOWABLE SPANS FOR SCREEN ENCLOSURE POSTS FOR REGIONS WITH WIND SPEED UP TO 140 M.P.H. .F-MATING BEAMS 2 x 4 x 0.044 x 0.100 13'-7" 11'-4" 12'-2" 10'-2" 11'-1" 9'-3" 10'-3 8'-7" 9'-7" 8'-0" 2 x 5 x 0.050 x 0.100 16'-0" 13'-4" 14'-4" 11'-11" 13'-1" 10'-11" 12'-1" 10'-1" 11'-4" 9'-5" 2 x 6 x 0.050 x 0.120 19'-2" 16'-0" 17'-2" 14'-4" 15'-8" 13'-1" 14'-6" 12'-1" 13'-7" 11'-4" 2x7x0.055x0.120 21'-8" 18'-1" 1 19'-4" 16'-2" 17'-8" 14'-9" 16'-4" 13'-8" 1 15'-4" 12'-9" 2 x 8 x 0.072 x 0.224 30'-5" 25'-5" 2T-3" 22'-9" 24'-10" 20'-9" 23'-0" 19'-2" 21'-6" 1T-11" 2 x 9 x 0.072 x 0.224 32-11" 27'-6" 29'-6" 24'-7" 26'-11" 22'-5" 24'-11" 20'-9" 23'-3" 19'-5" 2 x 9 x 0.082 x 0.310 37'-5" 31'-2" 33'-5" 27'-11" 30'-6" 25'-5" 28'-3" 23'-7" 26'-5" 22'-0" 2 x 10 x 0.092 x 0.369 43'-6" 36'-3" 38'-11" 32'-5" 35'-6" 29-7" 32-11" 27'-5" 30'-9" 25'-8" AP EXTRUSIONS 2 x 2 x 0.044 x 0.044 8'-4" T-5" T-9" 6'-8" 7'-3" 6'-1" 6'-9" 5'-7" 6'-3" 5'-3" 2x3x0.045x0.045 11'-6" 9'-8" 10'-4" 8'-T 9'-5" 7'-10" 8'-9" T-3" 8'-2" 6'-10" ITE:ALUMINUM BEAM ALLOY SHALL BE 6063-T6.PURLINS,ANGLES AND CHANNELS ALLOY ALL BE 6063.75.MIN BENDING STRESS"15,000 P.S.I.MW THICKNESS=0.040INCHES. b �q PATIO/POOL SCREEN ENCLOSURES DRAWING 3 OF 5 REVISIONS DRAWING EFFECTIVE 1 JANUARY 2005 u`I CERTIFICATION EXTENDS ONLY FOR THE SPAN TABLES SPECIFIED FOR THE STRUCTURAL SHAPES LISTED. LOWABLE SPANS FOR SCREEN ENCLOSURE GABLE, HIP AND HALF MANSARD ROOF BEAMS-<= 150 M.P.H. BEAM SPACING 4'-0" 5'-0" 6'-0" T-0" 8'-0" F-MATING BEAMS 2 x 4 x 0.044 x 0.100 18'-11" 16'-11" 15'-11" 15'-2" 14'-1" 2 x 5 x 0.050 x 0.100 22'-3" 20'-10" 19-3" 17'-T 16'-6" 2 x 6 x 0.050 x 0.120 26'-9" 23'-11" 21'-9" 1 20'-2" 18'-10" 2x7x0.055x0.120 31'-4" 28'-0" 25'-10" 24'-2" 27-6" 2 x 8 x 0.072 x 0.224 42'-4" 37'-11" 34'-6" 31'-11" 29'-11" 2 x 9 x 0.072 x 0.224 45'-ION 40'-11- 37'-4" 34'-7" 32'-5' NOTE:ALUMINUM BEAM ALLOY SHALL BE W63•T6.PURLINS,ANGLES AND CHANNELS ALLOY 2 x 9 x 0,082 x 0.310 52'-0" 46'-6" 42'-5" 39'-3" 36-9" SHALL BE 6063•T5. MIN BENDING STRESS-15.000 P.S.I.MIN THICKNESS-0.040 INCHES. 2 x 10 x 0.092 x 0.369 55'-0" 54'-2" 49'-4" 45'-8" 42'-9" 4P EXTRUSIONS 2x2x0.044x0.044 10'-1" 9'-5" 8'-10" 8'-5" 8'-0" 2x3x0.045x0.045 13'-11" 12'-11" 11'-11" 11'-1" 1 10'-4" E:SUPPORTING POST SHALL BE IDENTICAL TO THE BEAM SIZE OR ONE SIZE SMALLER TO ACHIEVE THE ADDITIONAL SPAN LENGTH. LLOWABLE SPANS FOR SCREEN ENCLOSURE DOME AND FULL MANSARD ROOF BEAMS- <= 150 M.P.H. LF-MATING BEAMS 2 x4 x 0.044 x 0.100 20'-8" 18'-6" 17'4" 16'-7" 15'-4' 2 x 6 x 0.050 x 0.100 24'-3" 22'-9" 21'-0" 19'-2" 18'-0" 2 x 6 x 0.050 x 0.120 29'-2" 26'-1' 23'-9" 22'-0" 20'-7" 2x7x0.055x0.120 34'-2" 30'-7" 28'-2" 1 26'-4" 24'-T 2 x 8 x 0.072 x 0.224 46'-2" 41'-4" 37'-8" 1 34'-10" 32'-8" 2 x 9 x 0.072 x 0.224 50'-ON 44'-8" 40'-9" 37'-9" 35'-4" NOTE:ALUMINUM BEAM ALLOY SHALL BE 6063-T6.PURLINS,ANGLES AND CHANNELS ALLOY 2 x 9 x 0.082 x 0.310 56'-9" 50'-9' 46'-3" 42'-10" 40'-1" SHALL BE 6063-T5.MIN BENDING STRESS-15,000 P.S.I.MIN THICKNESS-0.040 INCHES. 2 x 10 x 0.092 x 0.369 60'-0" 59'-1" 53'-10" 49'-10" 46'-8" IAP EXTRUSIONS 2 x 2 x 0.044 x 0.044 10'-1" 9'-5" 8'-10' 8'-5" 8'-0" 2 x 3 x 0.045 x 0.045 13'-11" 12'-11" 11'-11" 11'-1" 10'-4" TE:SUPPORTING POST SHALL BE IDENTICAL TO THE BEAM SIZE OR ONE SIZE SMALLER TO ACHIEVE THE ADDITIONAL SPAN LENGTH. ANSOM WALL DETAIL -SELF-MATING BEAM SLOPED OR FLAT U 02x211x2 COMPOSITE O SHAPE TOP AND BOTTOM q O O O 4T "DST STRUCTURE PATIO/POOL SCREEN ENCLOSUR5:� N PER TABLE. DRAWING 4 =TIN REVISIONS ITER. DNDITIONS DRAWING EFFECTIVE t JANUARY 2005 5ED ON M SIZE. MAM \1 SCREW ING AT .� O SUPER -` O GUTTER t1f 4a REWSAT 0 1 WNEL PRESSURE TREATED 'WS AT BLOCKING AT EACH INTO POST STRAP LOCATION ITTER. CERTIFICATION EXTENDS ONLY FOR THE SPAN TABLES SPECIFIED FOR THE STRUCTURAL SHAPES LISTED. ALLOWABLE SPANS FOR CARRIER BEAM WI SOLID&SCREEN ROOF SOLID ROOF SPAN=8'-0" : EXP B : UP TO 150 M.P.H. SCREEN ROOF SPAN 20'-0" 24'.0" 28'.0" 37-0- 36'-0" 40'-0" SELF-MATING BEAM 2 x 6 x 0.050 x 0.120 11'-2" 10'-10" 10'-4" 9'-11" 9'-6' 9'-2" 2 x 7 x 0.055 x 0.120 12'-9" 12'-3" 11'-8" 11'-2" 10'-9" 10'-4" 2x8x0.072x0.224 16-9" 16'-2" 15'-8" 15'-3" 14'-10" 14'-6" 2 x 9 x 0.072 x 0.224 18'-5" 1T-9" 1T-2" 16'-8 16'-3' 15'-9" 2 x 9 x 0.082 x 0.310 20'-0" 19'-4" 18'-8" 18'-2' 17'-8" 17'-3' 2 x 10 x 0.092 x 0.369 22'-11" 1 22'-2" 21'-5" 20'-10" 1 20'-3" 19'-9" SOLID ROOF SPAN=12'-0" : EXP B UP TO 150 M.P.H. SELF-MATING BEAM 2 x 6 x 0.050 x 0.120 10'-4" 9-11' 9'-6" 9'-2' 8'-10" 8'-7" 2x7x0.055x0.120 11'-8" 11'-2" 10'-9" 10'-4" 10'-0" 9'-8' 2 x 8 x 0.072 x 0.224 15'-8" 15'-3" 14'-10" 14'-6" 14'-1" 13'-7" 2 x 9 x 0.072 x 0.224 1T-2" 16'-8" 16-3" 15'-9" 15'-2" 14'-9" 2 x 9 x 0.082 x 0.310 18'-8" 18'-2" 1 17'-8" 17'-3" 16'-10" 16'-6" 2 x 10 x 0.092 x 0.369 21'-5" 20'-10" 1 20'-3" 19'-9" 19'-4" 18'-11" SOLID ROOF SPAN=16'-0" : EXP B : UP TO 150 M.P.H. SELF-MATING BEAM 2 x 6 x 0.050 x 0.120 9'-6" 9'-2" 8'-10" 8'-7" 8'-4" 8'-1' 2 x 7 x 0.055 x 0.120 10'-9" 10'-4" 10'-0" 9'-8" 9-4" 9-1" 2 x 8 x 0.072 x 0.224 14'-10" 14'-6" 14'-1" 13'-7" 13'-2" 12-10" 2 x 9 x 0,072 x 0.224 16'-3" 15'-9" 15'-2" 14'-9" 14'-3" 13'-10" 2x9x0.082x0.310 17'-8" 1T-3" 16'-10" 16'-6" 16'-2" 15'-9" 2 x 10 x 0.092 x 0.369120'-3" 19'-9" 19'-4" 18'-11" 18'-6" 18'-2- NOTE:ALUMINUM BEAM ALLOY SHALL BE 8083 T6 WITH MINIMUM BENDING STRENGTH OF 15,000 PSI. y� S q� PATIO/POOL SCREEN ENCLOSURES DRAWING 5 OF 5 REVISIONS W DRAWING EFFECTIVE 1 JANUARY 20051 e CERTIFICATION EXTENDS ONLY FOR THE SPAN TABLES SPECIFIED FOR THE STRUCTURAL SHAPES LISTED. l m TYPICAL POST AND BEAM DETAIL-SIDE WALL TYPICAL CHAIR RAIL TO POST DETAIL TYPICAL PURLIN AND BEAM C ATTACH EXTERNALLY WITH(4) PURLIN ATTACH EXTERNALLY WITH(4) #10 x 314•SCREWS THRU SLOPED OR FLAT #10 x 314'SCREWS THRU ATTACH INTERNALLY WITH(2) 2x 2 x 0.125 ANGLE ATTACH INTERNALLY 1 x 2x 0.050 G4RMAIL 1110x2'SCREWS INTO FROM POST OR OTCH D 2 x 2FOR INTERNAL GROOVES. THRU 2 x 21NT0 O POST AND 2 z 2. SCREWGROOVES O ... ATTACH INTO 2x2 CHAIRPOST PURLIN 2x2AT24'O.C, POST TYPICAL POST AND BEAM DETAIL-MAIN FRAME TYPICAL BEAM AND GIRDER DETAIL TYPICAL GIRDER DETAIL TO HOST WALL $ELF MATING BEAM 2 x 2 x 0.125 ANGLE CLIP 2 x Z x 0.125 ANGLE CLO' SLOPED OR FLAT EACH SIDE OF TRIBUTARY BEAM EACH SIDE OF GIRDER WITH#12 SCREWS INTO BOTH WITH 012 SCREWS INTO MEMBERS. GIRDER, j NOTCH BEAM WG�I.ERt O ATTACH TO STUD FRAME ATTACH FOR POST WI fH 1l4'DIAMETER x 3 INTERNALLY 0 LAG SCREWS(PRE-DRILL) FROM BEAM.' O 0 O 0 ATTACH TO MASONRY OR O p CONCRETE WITH 114' ATTACH INTO 0 O EMBEDMES WITH NT ENT OF Y. IN. 2 x 2 AT 24'D.C. OPTIONAL2 x 2 x 0.125 SEAT ANGLE. O O O. DISTRIBUTE MINIMUM NUMBER OFLLSEE TABLE FOR O: O.pHOST STRUCTURE MINITAUTA NUIr>BER SCREWS INTO SEAT ANGLE AND OF SCREWS. 0 BEAM SIDES.BEAM MAY BE TRIMMED BEAM DEEPER THAN GIRDER FLUSH WITH2 x 2 INSTEAD OF TRIBUTARY TRIMMING TO FT AROUND 2x 2. BEAM POST MINIMUM POST SIZE AND#-OF SCREWS � BEAM SIZEPOST SIZE #8 #10 #12 TYPICAL WIND BRACE DETAIL AT ROOF FRAMING 20 3 2 x 3 6 4 4 sELF�uTINc BEAM 2x4 20 8 6 4 2x6 2x3 10 8 6 O � o 2X6 2x4 10 6 6 2x2'WIND BRACE I 2x7 2x4 14 12 10 2 x 8 2 x 5 16 14 12 2 x 2 coNrwuous 2x9 2x6 18 1.6 14 WALL TOP ATTACH WITH A 200 10 2 XS 22 20 18 SKEWED 0.125 THICK ATTACH WITH A ANGLE CLIP WITH MINIMUM SPACING AND EDGE DISTANCES SKEWEDANGLE(2)#10 LIP EAC sMEMBERBOT►H SC WITH THROUGH SIDES-OR-WrrH(Z M0 #8 #10 #12 SCREWS THROUGH SCREWS THROUGH " " " LL 2 BRACE 2 WALL TOP. BRACE AND INTO MINIMUM SPACING 518 3l4 1 POST ROOF SUM. MIN:EDGE DISTANCE 5/16" 3/8" 112" BEYOND TYPICAL POST BASE DETAIL TYPICAL FOUNDATION DETAILS PILE TYPE' CONTINUOUS SUB ON GRADE SLAB ON GRADE WI FOOTING POST 2x2x0.125 ANGLE EACH SIDE STRIP FOOTING THICKENED EDGE OF POST WITH(2)#10x314' 6x6 Wf.4xW1.4 WWF SCREW$INTO POST AND(1) 110 TAPCON INTO CONCRETE ix2 BASE SCREEN CHANNELWITH 2'MINIMUM EMBEDMENT. ------- CONTIN000S WITH 114' 10E[ b / TAPCONS AT 24'O.C. AND WITHIN T OF POST. INSTALL ADDITIONAL ANGLES b O FOR EACH Y INCREASE IN 10' (1)#5 CONTINUOUS ?MIN, POST DEPTH. EDGE 00 OFFSET NOTES:' 1.CONCRETE SHALL BE 2500 PSI MINIMUM.CONCRETE COVER FOR REBARSHALL BE 3. I REINFORCING BARS SHALL BE A615 GRADE 60.'WELDED VNREFABRIC SHALL BE A%5- 3.FIBERMESH MAYBE USED IN LIEU OF THE WELDED WIRE FABRIC. 4.SLAB ON GRADE WITHOUT FOOTING MAY USED FOR ROOF AREAS LESS THAN 350 SQ.FT. OR FOR POSTS WITH TRIBUTARY AREAS LESS THAN 75 SO.FT.VERIFY REQUIREMENTS WITH LOCAL BUILDING OFFICUI NOTES: 5.MINIMUM SLAB THICYNESS SHALL BE 3112'ACTUAL THICKNESS. 1.SELF-TAPPING SHEET METAL SCREWS SHALL BE STAINLESS S ZI FOUNDATIONS SHALL BEAR ON COMPACTED SUBGRADE WITH 1500 PSF MINIMUM BEARING CAPACITY. 2.ALUMINUM ALLOY MEMBERS SHALL BE ISOLATED AS REQU PILE TYPE FOOTING SHALL HAVE 316'DIAMETER THREADED RODS 1'-0'LONG THROUGH POST EACH WAY. OTHER MATERIALS TO PREVENT CORROSION. .EMBEDED ALUMINUM POST SHALL BE ISOLATED FROM THE CONCRETE TO PREVENT CORROSION. TYPICAgRACING SCHEMATIC DETAILS FOR FLAT ROOF,GABLE ROOF,AND DOME ROOF SCREEN ENCLOSURES HOST ATTACHMENT STRUCTURE ROOF PLAN ROOF PLAN ROOF PLAN ROOF PLAN ATTACHMENT(TYPICAL) VIEW VIEW VIEW VIEW ROOF PLAN BEAM VIEW 14 1 1 2z2BRACE a4 � w (TYPICAL) V ; END WALL ELEVATIONV. ... END WALL END WALL CHAIR RAIL ELEVATION END WALL ELEVATION POST ELEVATION (TYPICAL) FOUNDATION END WALL (TYPICAL) NOTE:2 x 2 SCREEN CHANNEL IS ACCEPTABLE TO FRAME DOOR JAMBS. ELEVATION ADD(1)K-BRACE OR(1)PAIR OF CABLES FOR EACH 300 SQUARE FEET OF SURFACE AREA. TYPICAL K-BRACE DETAILS TYPICAL CABLE BRACE DETAILS SAVE RAIL EME RAL X2�EG 0 0' 5 x 4 x 0.125 PLATE�� WITH(6)#10 SCREWS EE TRIANGULAR 0.125 PLATE Q INTO POST AND(4) 1110SCREWSASSHOWN 00 #10 SCREWS INTO0O BRACE00 � 0 2 x 2 x 0.644 BRACE 137 DIAMETER STAINLESS STEEL CABLE 0��\ 00 5x12x0.125PLATE 0 POST WITH(8)#10 SCREWS INTO POST AND(4)#10 \�\0 00 POST 1'x 17 x 0.125'PLATE SCREWS INTO BRACE \ WITH(2)114'DIAMETER TAPCONS CHAIR RAILO O 00 -- 0 4 x 4 x 0.125 PLATE WITH(6)#10 SCREWS � ''� 0 INTO POST AND(4)#10 SCREWS INTO 0 POST BRACE AND(2)#10 SCREWS INTO BASE �0 0� OOQQ 2 x 2 x 0.044 BRACE 000 0 (2)114'TAPCONS AT BASE OF FRAME POST 00 1 CJO BASE RAL TYPICAL KNEE BRACE DETAIL AND SCHEDULE NOTE:KNEE BRACES ARE NOT SELF-MATING BEAM REQUIRED FOR TYPICAL INTERNAL STIFFENING DETAIL FOR SPANS GREATER THAN 39'-0" SLOPED OR FLAT THE TABULATED 1 SPANS. 2 x 2 x 0.125 ANGLE O O O O 0 O O O SECTION VIEW O O O O O PURLIN BEYOND (4)#10 x T SCREWS 00 _ _ INTO INTERNAL GROOVES OF POmss`' ST PURLIN 112 OF SELF-MATING BEAM RECEIVING CHANNEL / MAY BE SUBSTITUTED PURLIN 2 x 2 x 0.125 ANGLE FOR THE H-CHANNEL TRIM OUTSTANDING O I KNEE BRACE LEG TO FIT BEAM �� SEE TABLE FOR 112 OF SELF-MATING BEAM MOTH IO O SON AND 10 CONNECTORS I KNEE BRACE LENGTH PLAN VIEW MINIMUM SIZE KNEE BRACE AND CONNECTION BRACE LENGTH EXTRUSION CONNECTION V TO 7-0' 2x 2x 0.044 7 H-CHANNEL WITH 3#10 EACH SIDE 112 OF SELF-MATING BEAM TO T-01 2 x 3 x 0.050 7 H-CHANNEL WITH 3#10 EACH SIDE TON-6- 2 x 4 x 0.044 NOTCH EXTRUSION OVER BEAM AND POST AND ATTACH WITH(4)#10 EACH SIDE PURLIN NOTE: ALLOWABLE ROOF BEAM SPANS MAY BE INCREASED BY THE KNEE BRACE LENGTH IF BRACES ARE ON BOTH ENDS OF THE SPAN.FOR KNEE BRACE ON ONE END ONLY,AN INCREASE OF112THE NTE:STIFFENING ANGLES SHALL BE INSTALLED AT EACH PURLIN LOCATION ALONG THE SEAMIGIRDER. KNEE BRACE LENGTH 18 ALLOWED. ALLOWABLE SPANS FOR SCREEN ENCLOSURE POSTS FOR REGIONS WITH WIND SPEED UP TO 110 M.P.H. A POST SPACING 4'-0" 5'-0" 6'-0' T-0" 8'-0" EXPOSURE CATEGORY B C B C B C B CB C SELF-MATING BEAMS SE 2 x 4 x 0,044 x 0.100 16'-5" 13'-7' 14'-8' 12'-2" 13'-5" 11'-1' 12'-5" 10'-3" 1187" 9'-T 2 x 5 x 0.050 x 0.100 19'-4" 16'-0" 17'-3" 14'-4" 15'-9' 13'-1" 14'-T 12'-1" 13'-8" 11'-4" 2x6x0,050x0.120 23'-2" 19'-2' 20'-9" 17'-2" 18'-11" 15'-8" 17'-6" 14'-6" 16'-4" 13'-7" 2x7x0.055x0.120 26'-2" 21'-8" 23'-4" 19-4" 21'-4" 17'-8' 19'-9" 16'-4" 18'-6" 15'-4" 2 x 8 x 0,072 x 0.224 36'-9" 30'-5" 32'-10' 27'-3" 30'-0" 24'-10" 27'-9" 23'-0" 26'-0" 21'-6' 2 x 9 x 0.072 x 0,224 39-9" 32'-11" 35'-7" 29'-6" 32'-5" 26'-11" 30'-0" 24'-11" 28'-1" 23'-3" 2 x 9 x 0.082 x 0.310 45'-1" 37'-5" 40'-4" 33'-5" 36'-10" 30'-6" 34'-1" 1 28'-3" 31'-10" 26'-5" 2 x 10 x 0,092 x 0.369 52'-6" 43'-6" 46'-11" 38'-11" 42'-10" 35'-6" 39'-8" 32'-11" 37'-1" 30'-9" SNAP EXTRUSIONS SI 2 x 2 x 0.044 x 0.04419-5" 8'-4" 8'-9" T-9" 8'-3" T-3" T-10' 6'-9" T-6' 6'.3- 2 x 3 x 0,045 x 0.045 '-3'2x3x0,045x0.045 13'-0" 11'-6' 12'-1" 10'-4" 11'-4" 9'-5" 10'-7" 8'-9" 9'-10" 8'-2' ALLOWABLE SPANS FOR SCREEN ENCLOSURE POSTS FOR REGIONS WITH WIND SPEED UP TO 130 M.P.H. 1 SELF-MATING BEAMS Si 2 x 4 x 0.044 x 0.100 13'-7" 11'-1" 12'-2" 10'-4" 11'-1" 9-6" 10'-3" 8'-9" 9'-7" 8'-2" 2 x 5 x 0.050 x 0.100 16'-0" 13'-8' 14'-4" 12'-2" 13'-1" 11'-1" 12'-1" 10'-4" 11'-4" Y-8" 2 x 6 x 0.050 x 0.120 19'-2" 16'-4' 1T-2" 14'-8" 15'-8" 13'-4" 14'-6" 12'-4" 13'-7" 11'-7° 2 x 7 x 0.055 x 0.120 21'-8 18'-6" 19'-4" 16'-6" 1T-8" 15'-1° 16'-4" 13'-11" 15'-4" 13'-1" 2 x 8 x 0.072 x 0.224 30'-5" 26'-0" 2T-3" 23'-3" 24'-10" 21'-2" 23'-0" 19'-7" 21'-6° 18'-4" 2 x 9 x 0.072 x 0.224 32'-11" 28'-1" 29-6" 25'-1" 26'-11" 22'-11" 24'-11" 21'-3" 23'-3" 19-10 2x9x0,082x0.310 37'-5" 31'-10" 33'-5" 28'-6" 30'-6" 26'-0" 28'-3" 24'-1" 26'-5" 22-6' 2 x 10 x 0.092 x 0.369 43'-6" 37'-1" 38'-11' 33'-2" 35'-6" 30'-3" 32'-11' 28'-0" 30'-9" 26'-3" SNAP EXTRUSIONS 2 x 2 x 0.044 x 0.044 8'-4" T-6" 7'-9" 6'-9" T-3" 6'-2" 6'-9" 5'-9" 6'-3 5'-4" 2 x 3 x 0.045 x 0.045 11'-6" 9'-10" 10'-4" 8'-10" 9-5" 8'-1" 8'-9" T-5" 8'-2" T-0" NOTE:ALUMINUM SEAM ALLOY SHALL BE 806378. PURLINS,ANGLES AND CHANNELS ALLOY SHALL BE MT5.MIN SENDING STRESS:15,000 P.S.I.MIN THO(NESS=0.040 BrCHES. ALTERNATE TYPICAL SUPER GUTTER ATTACHMENT SCHEMATIC PLAN AND DETAIL HAST STRUCTURE A STRAP 3'WIDE STRAP PER 1/4'DIAMETER x 3'LAG HOST STRUCTURE LZ LOCATION SCHEMATIC PLAN SCREWS AT 12'O.C.AND .L 2 x 2 x 0.125 ANGLE (3)AT EACH STRAP SE WITH(4)#10 SCREWS (PRE-DRILL) INTO BEAM AND 2 x 2 BOTH SIDES OF BEAM. SELF-MATING BEAM SLOPED OR FLAT O 1 x 2 ALONG SUPER GUTTER O BEAM SPACING l WITH(2)#10 SCREWS AT STRAP SPACING SHALL EACH END ATTACHED O SUPER BE 1/2 THE BEAM SPACING INTERNALLY FROM O GUTTER BEAM. RECEIVING CHANNEL WITH(8) O PRESSURE TREATED #10 SCREWS INTERNAL AND(6) BLOCKING AT EACH #10 SCREWS EXTERNAL STRAP LOCATION NOTE:SEAL GUTTER WALL AT ALL CONNECTION POINTS. SI ALTERNATE TYPICAL POST AND BEAM DETAIL-MAIN FRAME TYPICAL POST BASE DETAIL AT BRICK STEM WALL SELF-MATING BEAM POST 2x2x0A25 ANGLE EACH SIDE SLOPED OR FLAT OF POST WITH(2)#10 x 314' SCREWS INTO POST AND(1) N 1/4'TAPCON INTO CONCRETE WITH 2'MINIMUM EMBEDMENT. 1x2 BASE SCREEN CHANNEL ATTACH NOTCH BEAM CONTINUOUS WITH 11C INTERNALLY FOR POST TAPCONS AT 2P O.C. INSTALL ADDITIONAL ANGLES S AND WITHIN 6'OF POST FOR EACH 2'INCREASE IN FROM SEAM. -� O O POST DEPTH. O O O BRICK STEM WALL W/fYPE S OR N ATTACH INTO O MORTAR. 1'WIDE 16 GAUGE STRAP 2 x 2 AT 24'O.C. O REQUIRED AT EACH POST.ATTACH .00 O OPTIONAL 2 x 2 x 0.125 SEAT ANGLE. TO POST WITH(2)#10 SCREWS AND SEE TABLE FOR 00 O DISTRIBUTE MINIMUM NUMBER OF TO FOOTING NTH IM TAPCON WITH MINIMUM NUMBER SCREWS INTO SEAT ANGLE AND 2'MINIMUM EMBEDMENT. OF SCREWS. O BEAM SIDES,BEAM MAY BE TRIMMED STRIP FOOTING OR FLUSH WITH 2 x 2IISTEAD OF TRIMMING TO FIT AROUND 2 x 2. SLAB W/THICKENED EDGE PER TYPICAL DETAILS POST MINIMUM POST SIZE AND#OF SCREWS BEAM SIZE POST SIZE #8 #10 #12 20 2x3 6 4 4 9 • 2 x 4 2 x 3 8 6 4NOTES: CREWS S_ OR ZINC-PLATED. 2 x 6 2 X 3 10 8 6 2.ALUMINUM(ALLOY MEMBERS SHEET METALSHALL BE ISOLATED AS REQUBE STAINLESSSREMCOMMENDED FROM TYPICAL RISERr 2 x 6 2x4__ 1 O 8 6 `2 OTHER MATERIALS TO PREVENT CORROSION, 3.FASTENERS INTO STEM WALL SHALL BE LONG ENOUGH TO ACHIEVE A 2'EMBEDMENT. 20 7 2 x 4 14 12 10 4,MAXIMUM WALL HEIGHT SHALL BE LIMITED TO 4'-0'. 2 x 8 2 x 5 16 14 12 TYPICAL POST BASE DETAIL AT CONCRETE BLOCK STEM WALL 2 x 9 2 x 6 18 16 14 POST 2x2xO.125 ANGLE EACH SIDE OF POST WITH(2)#10 x 3W 200 10 2 X 8 22 20 18 SCREWS INTO POST AND(1) 111P TAPCON INTO CONCRETE MINIMUM SPACING AND EDGE DISTANCES 1x2 BASE SCREEN CHANNEL NTH 2'MINIMUM EMBEDMENT. CONTINUOUS WITH 1/4' #8 #10 #12 TAPCONS AT 24'Q.C. INSTALL ADDITIONAL ANGI ES MINIMUM SPACING 518" 3/4" 1" ` AND WITHIN 8.OF POST O O FOR EACH 2'INCREASE IN MIN.EDGE DISTANCE 5116" 3/8" 1/2" 00 POST DEPTH. BLOCK STEM WALL W/(1)05 CONT.HIZ AT TOP OF WALL RECEIVING CHANW AND 05 AT WALL ENDS/CORNERS THRU43OLTED TO S • AND V-W O.C. REINFORCED CELLS AND BEAM CONNEC AND BOND BEAM SHALL BE GROUTED SOLID. STRIP FOOTING OR 2x2 POST(3'- SLAB WNHICKENED EDGE AT EACH STR PER TYPICAL DETAILS ALONG SUPE FOR ALL OTH SIZE AS A PO SPAN AND* 114'DIAMETER • 4'INTO HOST F EACH POST. NOTES: ATTACH WITH IN 1.SELF-TAPPING SHEET METAL SCREWS SHALL BE STAINLESS STEEL OR ZINC-PLATED. 12'ON CENTER. 2.ALUMINUM ALLOY MEMBERS SHALL BE ISOLATED AS REQUIREORECOMMENDED FROM OTHER MATERIALS TO PREVENT CORROSION. RECEIVING 3.FASTENERS INTO STEM WALL SHALL BE LONG ENOUGH TO ACHIEVE A 2'EMBEDMENT WITH#10$ INTO THE STRUCTURAL WALL THROUGH ANY FINISH MATERIAL. 1'ON CENT 4.MAXIMUM WALL HEIGHT SHALL BE LIMITED TO#-V. AND SUPEI AL13WABLE SPANS FOR SCREEN ENCLOSURE CARRIER BEAMS-<= 150 M.P.H. TRIBUTARY LOAD WIDTH 10'-0" 14'-0" 18'-0" 22'-0" 26'-0" 30'-0" 34'-0" 38'-0" 42-0" 46'-0" 50'-0" SINGLE SELF-MATING BEAMS 2 x 4 x 0.044 x 0.100 10'-10" 9'-2" 8'-1" 7'-4' 6'-9" 6'-3" 5'-11" 5'-7" 5'-3" 5'-1" 4'-10" 2 x 5 x 0.050 x 0.100 12'-9" 10'-10" 9'-6" 8'-T T-11" T-4" 6'-11" 6'-6" 6'-3" 5'-11" 5'-8' 2 x 6 x 0.050 x 0.120 15'-4" 13'-0" 11'-5" 10'-4" 9'-6" 8'-10" 8'-4" 7'-10" 7'-6" 7'-2" 6'-10" 2 x 7 x 0.055 x 0.120 1T-4" 14'-8" 12'-11" 11'-8" 10'-9" 10'-0" 9'-4" 8'-10" 8'-5" 8'-1" T-9' 2 x 8 x 0.072 x 0.224 23'-4" 20'-7" 18'-2" 16'-5" 15'-1" 14'-1" 13'-2' 12'-6" 11'-10" 11'-4" 10'-10" 2 x 9 x 0.072 x 0.224 25'-7" 22'-3" 19'-8" 17'-9" 16'-4" 15'-2" 14'-3" 13'-6" 12'-10" 12'-3" 11'-9' 2 x 9 x 0.082 x 0.310 27'-10" 24'-11" 22'-3" 20'-2" 18'-6" 1 17'-3" 16'-2" 15'-4" 14'-7" 13'-11" 13'-4' 2 x 10 x 0.092 x 0.369 31'-11" 28'-6" 25'-11" 23'-5" 21'-7" 1 20'-1" 18'-10" 17'-10" 16'-11" 16'-2" 15'-6" DOUBLE SELF-MATING BEAMS 2 x 7 x 0.055 x 0.120 22'-5" 20'-1" 18'-3" 16'-6" 15'-2" 14'-2" 13'-3" 12'-7" 11'-11" 11'-5" 10'-11" 2x8x0.072-x0.224 29'-5" 26-4' 24'-2" 22'-8" 21'-5" 19'-11" 18'-8" 17'-8" 16'-10" 16'-1" 15'-5" 2 x 9 x 0,072 x 0.224 32'-3" 28'-10" 26'-6" 24'-10" 23'-1" 21'-6" 20'-2" 19'-1" 18'-2" 1T-4" 16'-8" 2 x 9 x 0.082 x 0.310 35'-1" 31'-5" 28'-10' 2T-0" 25'-6" 24'-4" 22'-11" 21'-8" 20-7" 19'-8' 18'-11" 2 x 10 x 0.092 x 0.369140'-3" 36'-0" 33'-1" 1 30'-11" 29'-3' 27'-11" 26'-8" 25'-3" 24'-0" 22'-11' 22'-0" NOTE:ALUMINUM SEAM ALLOY SHALL BE 6063-T6 WITH MINIMUM BENDING STRENGTH OF 15,000 PSI. ALLOWABLE SPANS FOR 3 COMPOSITE ROOF PANELS ALLOWABLE SPANS FOR 3" RIB RISER SHELL METAL THICKNESS 0.024" 1 0.032' 12" WIDE PANELS EXPOSURE CATEGORY B C B C METAL THICKNESS 0.024" WIND SPEED M.P.H. EXPOSURE CATEGORY B C 100 15'-8" 14'-9" IT-3- 16'-3" WIND SPEED M.P.H. 110 15'-2" 13'-8" 16'-9" 15'-1" 100 9'-10" 9'-3" 120 14'-4" 12'-10" 1 15'-10" 14'-2" 110 9'-6" 8'-7" 130 13'-8" 12'-3" 15'-1" 13'-6' 120 9'-0" 1 8'-1" 140 13'-1" 11'-8" 14'-5 12-10" 130 8'-7" 7'-8" 150 12'-5" 11'-1" 13'-8" 1 12'-3' 140 8'-3" 7'-4" ALLOWABLE SPANS FOR 4" COMPOSITE ROOF PANELS 50 7 9 6 11 METAL THICKNESS 0.030 100 19'-0" 1T-10" 20'-11" 19'-8" 100 10'-7" 9'-11" 110 18'-5" 16'-7" 20'-3" 18'-3" 110 10'-3" 9'-3" 120 1T-5" 15'-7" 19'-2" 17'-2" 120 9'-8" 8'-8" 130 16'-7" 14'-10" 18'-3" 16'4" 130 9'-3' 8'-3" 140 15'-11" 14'-2" 1T-6" 15'-7" 140 8'-10" T-11" 150 15'-1" 13'-6" 1 16'-7" 14'-10" 150 8"-5" r-6"- ALLOWABLE SPANS FOR 5" COMPOSITE ROOF PANELS METAL THICKNESS 0.050" 100 22'-1" 20'-9" 24'-3" 22'-10' 100 12'-6" 11'-9" 110 21'-4" 19'-3" 23'-6" 21'-2" 110 12'-1" 10'-11" 120 20'-2" 18'-1" 22'-3" 19'-11" 120 11'-5" 10'-3" 130 19'-3" 17'-2" 21'-2" 18'-11" 130 10'-11" 9'-9" 140 18'-6" 16'-5" 20'-4" 18'-1" 1401 10'-6" 9'-4" 150 17'-6" 15'-8" 19'-3" 17'-2" 150 9'-11" 8'-10" NOTE:ALUMINUM ALLOY 3105-1-114 OR-H25 WITH MINIMUM TENSILE BENDING STRENGTH OF 18,000 PSI. NOTE:ALUMINUM ALLOY 3105-1-128 WITN MINIMUM TENSILE BENDINGINSULATION DENSITY=1 PCF, STRENGTH OF 26,000 PSI. yr erw b� J NOTICE OF COMMENCEMENT 1' State of t ! Tax Folio No. I �7�/r 2 C'j County of i (,/V r To Whom It May Concern: 0_11 The undersigned hereby informs you that improvements will be trade to certain real property,and in accordance with Section 713 of the Florid Statutes,the following information is stated in this NOTICE OF COMMENCEMENT. Legal Description of property being improved: Address of property bein oved: 223J 0 C r= "% L)X I K ! YkJ General descrip • n o pro men Owner. VV Address: r r4 Owner's interest in site of the improvement: Fee Simple Titleholder(if other than owner): Addressa: 42 `5 z u c �, L_� 2 L:it4t Telephone No.: �-d l' "Y zr Z Fax No: Address: Amount of Bond.S Telephone No: Fax No: _ Doc#2006017128,OR BK 13012 Page 673, Name and address of an n mala n a loan for the construction of the Number Pages:1 Y P� g Filed&Recorded 01117/2006 at 12:19 PM, Name: JIM FULLER CLERK CIRCUIT COURT DUVAL COUNTY RECORDING$10.00 Address: _ Phone No: Fax No: Name of person within the State of Florida, other than himself;designated by owner upon whom notices or other documents may be served: Name: Address: Telephone No: Fax Na 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 Statues (Fill in at Owner's option) Name: Address: Telephone No: Fax No: Expiration date of Notice of Commencement(the expiration date is one(1)year kom the date of recording unless a different date is s ified): :S SPACE FOR RECORDER'S USE ONLY O woil ISigaed Date:`' -Ou 13e6oze the this dayof '3.nck,acv_ the County of Duval,State Of Florida,ltasPersonm[[yappeamdMotItt- -rYo\\ Notary Public at LaW,State of Florida,County of Duval. co fbrWa�No`.gw.y�Ay�.•4, 1 p�♦ - [`L�`y_' { 1 11, ..N.N .N. ............+ �. .N. \vC/`VwCi( ~ �� • V`1 V l.�✓ `V� N 1 CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . 06-00033722 Date 9/15/06 Property Address . . . . 2234 W OCEANWALK DR Application type description RESIDENTIAL ADD/RENOVATE/ALTER Property Zoning . TO BE UPDATED Application valuati n . 7872 --------- Application desc SCREEN ENCLOSURE Owner Contractor ------ ------- --- -- - --- -- -- - - ----- - - -- - ---------- CARROLL TROPICAL ENCLOSURES INC. 2234 OCEANWALK DR.W. 2072 MAYPORT ROAD ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233 (9 04) 241-2298 ------------------------------ -- --- ----- - - --- - ---- ------- ------------------- Permit . . . . . . BUILDING PERMIT Additional desc . . Permit Fee . . . . 70 . 00 Plan Check Fee 35 . 00 Issue Date . . . Valuation . . . . 7872 Expiration Date . . ' 3/14/07 ----------------------- - - ---------- ------ ------- --- --- - -------------------- Fee summary Charged Paid Credited Due ----------------- --------- ---------- -- -- ---- -- - --------- Permit Fee Total 70 . 00 70 . 00 . 00 . 00 Plan Check Total 35 . 00 35 . 00 . 00 . 00 Grand Total ' 105. 00 105 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. i .S L1 119 Ilea r fs1 CITY OF ATLANTIC BEACH } PLAN REVIEW SHEET Routed to: '� ~~ S.Makowski Building Department Public Works&Public Utilities Departments . H' 800 Seminole Road 1200 Sandpiper Lane rr Atlantic Beach,Florida 32233 Atlantic Beach,Florida 32233 arper (904)247-5800 (904)247-5834 D. Kaluzniak (904)247-5845 Fax (904)247-5843 Fax Public Safety PLAN REVIEW COMMENTS Permit Application# D & 3372z. Property Address: 2 Z 3 e;.t-n Gva IK Applicant: i(Z Project: C /D&A This permit application has been: Approved as noted by the �b Department, Final application approval musf come from the Building Department. Reviewed and the following items need attention: s v ..23-d -U_ j d Please re-submit your application when these items have been completed. Reviewed By: Date: Date Contractor Notified: CITY OF ATLANTIC BEACH BUILDING PERMIT APPLICATION (Alterations&Additions) i1 Date: —7 Job Address: 3 d tJ1Naq b✓+�1.L Owner of Properly: hr"14P? ✓ CA O—at5L L Address: 02314 ©GJ(E;A I4%4A k 'D!Z W : Telephone: J"Z Lo L �� Legal Description: Block Number: Lot Number: Zoning District: V 1J1T"--'rWO Contractor: KEVIN NEWSOME/TROPICAL ENCLOSURES State License Number: CBC058355 Contractor Address: 2072 MAYPORT RD ATLANTIC BCH,FL.32233 Telephone: 241-2298 Fax: 2479241 —h C/o S;-h aj Describe proposed use and work to be done: Present use of land or building(s): Valuation of proposed construction: Dimensions of the added space: feet x feet Will this project involve: ❑ Heating&Air- ❑ Plumbing © Electrical ❑ Fireplace Conditioning Is approval of Homeowner's Association or other private entity required? /00 If yes, please submit with this application. Will this project involve changes In elevation, site grade or any use of fill material, or the addition of 5% or more to the original impervious area or the removal of any trees? ]�J NO. Applicant certifies that no change in site grade, impervious area or fill material will be used on this project. ❑YES. See Step 2 below. Approval of the Public Works Department is required prior to issuance of a Building Permit. kNo. Applicant certifies that no trees will be removed for this project. ❑YES. Removal of Trees will be required for this project. TREE REMOVAL PERMIT IS REQUIRED. Tree Removal Permits to be reviewed by the Tree Conservation Board,which meets two times each month. Procedure: In order to expedite Issuance of permits, please follow all steps and Orovide all infor ation as auusrouriate. Incomplete applications may result in delay in issuance of permit. 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 904.247-5826. 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 or grading plan is required. (If not required,written verification must be provided with this application.) The Department of Public Works is located at: 1200 Sandpiper bane,Atlantic Beach,FL 32233 Telephone:(904)247-5834 STEP 3. Submit Tree Removal Application if trees are to be removed or relocated. STEP 4. Please submit Building Permit Application, 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 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Telephone: (904)247-5800 -Fax: (904)247-5845 -http://www.ci,stlantle-beach.fl.us Page 2 Revised 8/04 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. 1. 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. If required by the Department of Public Works,a pre-construction topographical survey. 4. Any significant environmental features,including any jurisdictional wetlands,CCCL,natural water bodies. 5. Impervious Surface area calculations: include driveways, sidewalks, patios and other Impervious Surfaces. Swimming pools may be excluded from total Impervious Surface. 6. Other information as may be appropriate for individual applications. Address and contact information of person to receive all correspondence regarding this application(please print). Name: Ofe—V i --r*)C- Mailing Address: 'LD 7 Z ir'"AV PO 1;;��D PO-1--A x'14 C 3 27:3? Telephone: SL•/ —.-L-24 g Fax: 2-tit"7 ~r4'L4 I E-Mail: I hereby certify that I have read and examined this application and attached documentation 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 Owner: V,;--11Date: bev / zoq,? AS TO OWNER: Sworn to and subscribed before in this� day of State of Florida,County of Duval oar;�kROY ROCbM Notary's Signature: * EXPIRES:May 27,2010 Personally known t z Bonded ThN BudpN Notary Produced identification Type of idea' catio prodL�u d Signature of Contractor: AS TO CONTRACTOR: Sworn to and subscribed before me thisday of State of Florida,County of Duval Notary's Signature: �;:rr•• ROY ROMW * W OMMMIM#DD 511810 Personally known EXPIRES:May 27,2010 Produced identification k-&rnmBUVN*YsVV1* Type of identification produced 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Telephone: (904)247-5800 "Fax: (904)247-5845 •http://www.ci.stlantic-beach.fl.us Page 3 Revised 8/04 NOTICE OF COMMENCEMENT State of Tax Folio No. County of (� To Whom It May Concern: The undersigned hereby informs you that improvements will be made to certain real property,and in accordance with Section 713 of the Florida Statutes,the following information is�s�,ed in NO CE OF COMMENCE T. Legal Description of property being improved: L e�V— CZ Address of property being improved: 'ZZ.3 Y 0C&yq/l-J 1^/A!4_ VV General description of improvements: ALIJ�r�nl/�-tUnn./`�y G,I'��r✓ n.�C_1. � . Owner: J�Ac�k �--' 122- �.. Address: Z"23 4 oc-e--+Rll-jVA—t4 DQE Owner's interest in site of the improvement: A)—L, Fee Simple Titleholder(if other than owner). iq4 Name: N 14 Contractor- Address: 'Z l'2� Y YttiQ j rbc' `1�+2 #qT1.A t-;w" ViEysf,l Telephone No.• -)-`2'- FaxNo: 741– g`Lq 1 Surety(if any)—f44 V15 L—,�' __�1 Ci✓ Address: 4LI94 Gnarg-C10A ,FWD -SL/H-c [c)( ouut of Bond$ 06 Telephone No: Fax No: Name and address of an person making a loan fo e c ction of th en ddress: one o: Name of to of Florida,other designated by owner u no r other documents may be served: dress: WA IAI Telephone No: _ Fax J. In addition to himself, owner designates the following person to c ve a co of the or's Notice as provided in Section 713.06(2)(b),Florida Statues. (Fi in owner's option Name: f ,f"c lit a.t 1 !►16•�^ /–"[T- 6 tC-�A or� Siv , Address:2� 2— Y7`* A:�nZ' V-� ) Telephone No•.�Z41—U ;klj'� Fax No: ZY"7•'' �f�'L"r� Expiration date of Notice of Commencement(the expiration:date is one(1)year fir to of recording unless a different date is specified): THIS SPACE FOR RECORDER'S USE ONLY OWNER Signed: Date Before me this day o the County of Duval,State Of Florida,:has personally appeared N. Doc#2006312735,OR BK 13505 Page 646, ary Public atLarge,State of Flori`&q-05uhW&D twee ppy ROCKHM Number Pages:1 y commission expires: UVOOMMIlDD511610 Filed&Recorded 09/07/2006 at 01:40 PM, irsonally. Known * EXpigFa,MQ27.20j0or JIM FULLER CLERK CIRCUIT COURT DUVAL COUNTY oduced Identification:. �0 Iwo Thru BWO N*ryswim RECORDING$10.00 a g^ 7n.��cal�irelaawt4 7ilpa. 2072 Mayport Rd. Atlantic Bch., FL 32233 3D VIEW Cage Master 2000 CopyRight 1991-1999 Maw Software Corp.Englewood,Florida 08-14-2006 Customer : CARR L,L Uq r ZA ,2jq c � 2xq CITY OFING CIF , r. BUILDING OFF'ICc t � PPROv d r QU CI BUILDING OFFICE FILE COPY q B REVISED v IMAI'l SHOWING, S( OCEAMV LK, Ul�Kr TWO,' AS R�COIRDEO IN PLAT 6C)DK 4�, PAOIES 13, 13A THRO 0 H I 0,- THE uURRLNT PlUe.LIC I`RCQRUS OF ll-,,ILLVAJ� .1 ADA. MAF0,' T; CARROLL S'l EMAP-1 nn.E 00ARANTY COMPANY t f i lti {.ARD T. mCjRlF' OLD SHERRY DRIVE uu 0 -10 tl' RkrHl' 09 WAY) N* 07*39`20'� (KjEAsuRrtD, (CHORD) r/21 N W 52 4,5 (PLA 1) ' 1- 82-4 ' - 2lacw PIPE -8 P 914. 7 rru &wroLAIR XOM-ACCrqti L ........... UTF 18 F b t -r 1111 4c CL kr, tit --I b 15, 4h� U7, U), L:1 A !44AWIED 'DUNGEN WI&,— 12� 45 )lms opr 2011. � - 4� CjSn,8lzI.o'l E cp.C��)' 1P AT)i E-M4 WAI K DRIVE. 'NES I R V ,10N5 LA) 5, NZ . ...... ;k AP .jl,il ""iAy ONE V V5036n ? 81 0-t-APPIk� -L-C I-11N Q, QN!L;t' THE IANt� uE 4511-14' v, i .rgg fi%L-, NA PONAL FLOOD MAP lj-�,vzb Af*t, l7+ 1ezi9, ...... .3, L'Ais wURVO. 40, FAMANT'.q At M13'1-1 � QF IWO,' A.S rgKj@ PLAT 111E C040Tmv.bi I' W Q01POV1. UN 1`13S OTHSOM STAVED, No O7-H01 'TITLE VL,-fRlf'fCA*fiMN ElUi+l RFRFaFNiD E'r 'ME VALID WITHO(JI THE bRIGNAL# 51-ONWWRC, ANID EW'JOSSEO E'-AL CW 11h' ,,,rRT(!tTlNG SURvj:T-';R-. ' DATE sin 0 5 DATE f1h 1 20 06-01-01- ----------- 'C,E.R T 1 I I C'A-f E 25,22 1 V,4&Uly lXPAFY 74AT 1)-hl 'V%Py 14 *,q ZR UYj�� HFOW!ilEll (NAAa. jLcksv vfjk•� Fladdc M40 MZ�TS trigMjfML51-. FORTH 5y THE FLURIVA pv INN, To s r i M 4, ,175 pp Or PLORIDA 0 CONSTRIUCMN SU RVEYS i Y ''I'I j,t; C it • "Nk,V R. 11,19, tile CITY OF ATLANTIC BEACH PLAN REVIEW SHEET Routed to: "r S.Makowski Building Department Public Works&Public Utilities Departments .Hi 800 Seminole Road 1200 Sandpiper Lase Atlantic Beach,Florida 32233 Atlantic Beach,Florida 32233 K.rarm—pe–r�— (904)247-5800 (904)247-5834 D.Kaluzniak (904)247-5845 Fax (904)247-5843 Fax Public Safety PLAN REVIEW CON MNTS Permit Application# 0& - 3372-Z Property Address: 22 3 4 60;,t-7),Uy ZA Applicant: ,(Z t Project: This permit application has been: Approved as noted by the Zfi Department. Final application approval must co&6 from the Building Department. E3 Reviewed and the following items need attention: /et,Z) Please re-submit your application when these items have been completed. ReviewedBy: Date: Date Contractor Notified: FORM 60OA-2001 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION 4 Florida Department of Community Affair; Residential Whole Building Performance Metd A X�e_, Project Name: CARROLL Builder: Address: 2234 OCEANWALK DR WEST Permitting Office: ATLANTIC BEACH City, State: ATLANTIC BEACH, FL 32233- Permit Number: Owner: MARK CARROLL Jurisdiction Number: 261100 Climate Zone: North 1. New construction or existing Addition _ 12. Cooling systems 2. Single family or multi-family Single family _ a. Central Unit Cap:0.6 kBtu/hr 3. Number of units,if multi-family 1 SEER: 12.00 4. Number of Bedrooms 1 b.N/A 5. Is this a worst case? No 6. Conditioned floor area(ft2) 3%ft2 c. N/A _ 7. Glass area&type Single Pane Double Pane _ a. Clear glass,default U-factor 0.0 ft2 0.0 ft2 _ 13. Heating systems b.Default tint 0.0 ft2 0.0 ft2 a. Electric Heat Pump Cap:0.6 kBtu/hr c. Labeled U or SHGC 0.0 ft2 40.0 ft2 HSPF:8.00 T 8. Floor types _ b.N/A _ a. Slab-On-Grade Edge Insulation R=0.0,40.0(p)It _ b.N/A c. N/A c. N/A 9. Wall types _ 14. Hot water systems a. Frame,Wood,Exterior R=13.0,320.0 ft2 a. N/A b.N/A _ c. N/A b.N/A _ d. N/A f e. N/A c. Conservation credits _ 10. Ceiling types (HR-Heat recovery,Solar a. Under Attic R=30.0,396.0 ft2 DHP-Dedicated heat pump) b.N/A _ 15. HVAC credits MZ-C,PT, c.N/A (CF-Ceiling fan,CV-Cross ventilation 11. Ducts HF-Whole house fan, a. Sup:Unc. Ret:Unc. AH:Interior Sup.R=6.0,10.0 It ` PT-Programmable Thermostat, b.N/A MZ-C-Multizone cooling, MZ-H-Multizone heating) Glass/Floor Area: 0.10 Total as-built points: 2774 PASS Total base points: 4126 1 hereby certify that the plans and specifications covered Review of the plans and by this calculation are in compliance with the Florida specifications covered by thisozxs 0 Energy Code. calculation indicates compliance PREPARED BY: with the Florida Energy Code. DATE: Before construction is completed e e this building will be inspected for 4 I hereby certify that this building, as designed, is in compliance with Section 553.908 fl c compliance with the Florida Energy Code. Florida Statutes. OWNERLAGENT: BUILDING OFFICIAL: DATE: DATE: EnergyGauge®(Version:FLRCSB v3.30) FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS; 2234 OCEANWALK DR WEST,ATLANTIC BEACH, FL,32233- PERMIT#: BASE AS-BUILT GLASS TYPES .18 X Conditioned X BSPM = Points Overhang Floor Area Type/SC Ormt Len Hgt Area X SPM X SOF=Points .18 386.0 20.04 1428.8 rouble,SC=0.39 N 1.0 3.0 4.0 4.81 0.90 17.4 Double,SC=0.39 N 1.0 4.0 18.0 4.81 0.94 81.3 Double,SC=0.39 W 1.0 4.0 18.0 13.47 0.91 221.4 As-Bullt Total: 40.0 320.1 WALL TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Adjacent 0.0 0.00 0.0 Frame,Wood,Exterior 13.0 320.0 1.50 480.0 Exterior 320.0 1.70 544.0 One Total: 320.0 544.0 As-Sulit Total: 320.0 480.0 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 0.0 0.00 0.0 Exterior 0.0 0.00 0.0 r Total: 0.0 0.0 As-Built Total: 0.0 0.0 LING TYPES Area X BSPM = Points Type R-Value Area X SPMXSCM= Points r Attic 396.0 1.73 685.1 Under Attic 30.0 396.0 1.73 X 1.00 685.1 Base Total: 396.0 685.1 As-Bunt Total: 396.0 685.1 FLOOR TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Slab 40.0(p) -37.0 -1480.0 Slab-on-Grade Edge Insulation 0.0 40.0(p) -41.20 -1648.0 Raised 0.0 0.00 0.0 Base Total: -1480.0 As-Built Total: 40.0 -1648.0 INFILTRATION Area X BSPM = Points Area X SPM = Points 396.0 10.21 4043.2 396.0 10.21 4043.2 Summer Base Points: 5220.7 Summer As-Built Points: 3880.3 Total Summer X System = Cooling Total X Cap X Duct X System X Credit = Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (DM x DSM x AHU) 3880.3 1.000 (1.090 x 1.147 x 0.91) 0.284 0.902 1133.2 5220.7 0.4266 2227.1 3880.3 1.00 1.138 0.284 0.902 1133.2 EnsrgyGauge"A DCA Form 600A-2001 FORM 600A-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 2234 OCEANWALK DR WEST,ATLANTIC BEACH, FL,32233- PERMIT#: BASE AS-BUILT GLASS TYPES .18 X Conditioned X BWPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF= Point As 396.0 12.74 908.1 Double,SC--0.39 N 1.0 3.0 4.0 27.18 1.00 109.2 Double,SC=0.39 N 1.0 4.0 18.0 27.18 1.00 490.5 Double,SC=0.39 W 1.0 4.0 18.0 25.42 1.02 468.4 As-Built Total: 40.0 1068.1 WALL TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Adjacent 0.0 0.00 0.0 Frame,Wood,Exterior 13.0 320.0 3.40 1088.0 Exterior 320.0 3.70 1184.0 Base Total: 320.0 1184.0 As-Built Total: 320.0 1088.0 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 0.0 0.00 0.0 Exterior 0.0 0.00 0.0 Base Total: 0.0 0.0 As-Built Total: 0.0 0.0 CEILING TYPES Area X BWPM = Points Type R Value Area X VVPM X WCM= Points Under Attic 396.0 2.05 811.8 Under Attic 30.0 396.0 2.05X 1.00 811.8 ease Total: 396.0 811.8 As-Built Total: 396.0 811.8 FLOOR TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Slab 40.0(p) 8.9 356.0 Slab-On-Grade Edge Insulation 0.0 40.00) 18.80 752.0 Raised 0.0 0.00 0.0 F 356.0 As-Built Total: 40.0 752.0 ON Area X BWPM = Points Area X WPM = Points 396.0 -0.59 -233.6 396.0 -0.59 -233.6 Winter Base Points: 3026.3 Winter As-Built Points: 3486.2 Total Winter X System = Heating Total X Cap X Duct X System X Credit = Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (DM x DSM x AHU) 3486.2 1.000 (1.069 x 1.169 x 0.93) 0.426 0.950 1640.7 3026.3 0.6274 1888.7 3486.2 1.00 1.162 0.424 0.950 1640.7 EnergyGaugeTM' DCA Form 600A-2001 FORM 60OA-2001 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: 2234 OCEANWALK DR WEST,ATLANTIC BEACH, FL,32233- PERMIT* BASE AS-BUILT WATER HEATING Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 1 2746.00 0.0 1 1.00 2746.00 1.00 2746.0 As-Built Total: 0.0 CODE COMPLIANCE STATUS BASE AS-BUILT Cooling + Heating + Hot Water = Total Cooling + Heating + Hot Water = Total Points Points Points Points Points Points Points Points 2227 1899 0 4126 1133 1641 0 2774 PASS.J o4zxs sT,�r� a EnergyGaugsTm DCA Form 600A-2001 FORM 600A-2001 Code Compliance Checklist Residential Whole Building Performance Method A w Details ADDRESS: 2234 OCEANWALK DR WEST,ATLANTIC BEACH, FL,32233- PERMIT#: SA-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows&Doors 606.1.ABC.1.1 Maximum:.3 drn/sq.ft.window area;.5 ch/ .ft.door area. Exterior&Adjacent Walls 606.1 ABC.1.2.1 Caulk,gasket,weatherstrip or seal between:windowstdoors&frames,surrounding wall; foundation&wall sole or sill plate;joints between exterior wall panels at comers;utility penetrations;between wall panels&top/bottom plates;between walls and floor. EXCEPTION:Frame walls where a continuous infiltration barrier is installed that extends from and is sealed to the foundation to the top plate. Floors 606.1 ABC.1.2.2 Penetrabons/openings>1/811 sealed unless backed by truss or joint members. EXCEPTION:Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter,penetrations and seams. Ceilings 606.1.ABC.1.2.3 Between walls&ceilings;penetrations of ceiling plane of top floor;around shafts,chases, soffits,chimneys,cabinets sealed to continuous air barrier,gaps in gyp board&top plate; attic access.EXCEPTION:Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter,at penetrations and seams. Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations,sealed;or Type IC or non-IC rated,installed inside a sealed box with 1/2"clearance&3"from insulation;or Type IC rated with<2.0 cfm from conditioned space,.tested. Multi-storyHouses 606.1.ABC.1.2.5 Air barrier on Derimeter of floor cavity between floors. _. Additional Infiltration reqts 606.1.ABC.1.3 Exhaust fans vented to outdoors,dampers;combustion space heaters comply with NFPA, have combustion arc. 6A-22 OTHER PRESCRIPTIVE MEASURES must be met or exceeded_Py all residences. COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 6-12.Switch or clearly,/marked circuit breaker(electric)or cutoff(gas)must be provided.External or built-in heat trap required. Swimming Pools&Spas 612.1 Spas&heated pools must have covers(except solar heated).Non-commercial pools must have a pump timer.Gas spa&pool heaters must have a minimum thermal efficient of 78%. Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems 610.1 All ducts,fittings,mechanical equipment and plenum chambers shall be mechanically attached,sealed,insulated,and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics:R-6 min.insulation. HVAC Controls_ 607.1 Separate readily accessible manual or automatic thermostat for ea+chsystem. Insulation 604.1,602.1 Ceilings-Min.R-19.Common walls-Frame R-11 or CBS R-3 both sides. Common ceiling&floors R-11. EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®/FIaRES'2001 FLRCSB v3.30 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE*=89.1 The higher the score,the more efficient the home. MARK CARROLL,2234 OCEANWALK DR WEST, ATLANTIC BEACH, FL, 32233- 1. New construction or existing Addition - 12. Cooling systems 2. Single family or multi-family Single family - a. Central Unit Cap:0.6 kBtu/hr _ 3. Number of units,if multi-family 1 _ SEER 12.Oo _ 4. Number of Bedrooms 1 b.N/A 5. Is this a worst case? No 6. Conditioned floor area(ft2) 396 W c. N/A _ 7. Glass area&type Single Pane Double Pane - _ a. Clear-single pane 0.0 ft2 0.0 ft= _ 13. Heating systems b.Clear-double pane 0.0 ft2 0.0 ft2 _ a. Electric Heat Pump Cap:0.6 kBtu/hr _ c. Tintiother SI-1GC-single pane 0.0 ft' 40.0 ft2 _ HSPF:8.00 _ d.Tintlother S HGC-double pane b.N/A 8. Floor types a. Slab-On-Grade Edge Insulation R=0.0,40.0(p)ft _ c. N/A _ b.N/A _ c. N/A 14. Hot water systems 9. Wall types _ a. N/A _ a. Frame,Wood,Exterior R=13.0,320.0 ft2 b. N/A b.N/A _ c. N/A T d. N/A c. Conservation credits e. N/A _ (HR-Heat recovery,Solar 10. Ceiling types _ DHP-Dedicated heat pump) a. Under Attic R=30.0,396.0 ft2 _ 15. HVAC credits MZ-C,PT, b.N/A _ (CF-Ceiling fan,CV-Cross ventilation, c.N/A HF-Whole house fan, 11. Ducts PT-Programmable Thermostat, a. Sup:Unc. Ret:Unc. AH:Interior Sup.R=6.0,10.0 ft MZ-C-Multizone cooling, b.N/A MZ-H-Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed(or exceeded) a4��S 01 in this home before fatal inspection.Otherwise,a new EPL Display Card will be completed ,�Y based on installed Code compliant features. , za Builder Signature: Date: 1 6 Address of New Home: City/FL Zip: G'pD wit *NOTE. The home's estimated energy performance score is only available through the FLARES compWer program. This is not a Building Energy Rating.If your score is 80 or greater(or 86 for a US EPADOE EnergyStar"`designation), your home may qualms for energy efficiency mortgage(EEM incentives ifyou obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 321/638-1492 or see the Energy Gauge web site at www.fsec.ucfedu for information and a list of certified Raters.For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 850/487-1824. EnergyGauge®(Version:FLRCSB v3.30) Static pressure 0.10 in H2O 5tatic pressure .....__ Space thermostat Load sensible heat ratio 0.79 BoWitalic values have been manually overridden Printout certified by ACCA to meet all requirements of Manual J 8th Ed. wir#40"tsoft Right-Sufte Residwtlal 5.9.35 RSR39613 2005-Aug-22 09:49:10 a" CAMy Documents\Wdghtsoft HVAMCARROLI-stp Calc=MJ8 Orientation=N Page 1 CITY OF ATLANTIC BEACH ' TREE REMOVAL APPLICATION All applications must be submitted with seven (7) copies and received by 5:00 p.m. on the Friday ten (10) days prior to the scheduled meeting in order to be placed on the agenda. INCOMPLETE APPLICATIONS OR INACCURATELY MARKED SITES WILL NOT BE PROCESSED. C 4, c6)%Ce_a 1 APPLICANT NAME ADDRESS TELEPHONE 2. �z 34 Dc&.,,L,_)aJ V, 2 ADDRESS OR LEGAL DESCRIPTION OF TREE REMOVAL SITE (IF LEGAL DESCRIPTION, LIST CLOSEST CROSS STREET) 3. REASON FOR PROPOSED TREE REMOVAL:loot/ Goi✓C r&-X(-!_ P,t r- o --L2 S j q flATC 0 /a�114 12C 7 7- L ✓/&, �l 4. HAS THIS SITE BEEN TO THE TREE BOARD BEFORE? YES NO OT SURE 5. SITE PLANITREE SURVEY indicating: a. Existing and proposed structures. b. Location of utilites and easements as applicable. c. Location, species and size of all trees with Diameter at Breast Height (D.B.H.) of six inches or more. d. Location, species and size of all trees to be removed should be clearly marked with an "X". e. Location, species and size of all trees to be perserved on-site for replacement must be marked with brackets "[ ]". f. Location, species and size of any proposed new replacement trees marked with a circle "0". g. Location, species and size of all trees to be preserved on-site with barricading at tree drip line noted. 6. ON-SITE REQUIREMENTS: a. Barricading at tree drip line of all trees to be preserved. b. Address/legal description must be posted in a conspicuous manner on site. c. The property corners must be marked by stakes or paint indicating the lot. d. All trees identified for removal MUST by marked on-site by RED/ORANGE flagging, paint or tape. e. All trees to be preserved on-site for mitigation MUST be marked with BLUEIGREEN flagging, paint or tape. 800 Seminole Road,Atlantic Beach, Florida 32233 Telephone(904)247-5800 Fax(904) 247-5845 1 of 4 RESIDENTIAL PROPERTY 7A. TREES REQUIRING REPLACEMENT: a. Interior zone trees requiring replacement: Any tree with diameter at breast height (DBH) of 20" or more. b. Exterior Zone trees requiring replacement: Any tree with diameter at breast height (DBH) of 6" or more c. Champion Trees: Any tree so designated by the Florida Division of Forestry, Department of Agriculture d. Exceptional Specimen trees: Any tree so designated by the City Council INTERIOR AND EXTERIOR ZONE DEFINITION RESIDENTIAL PROPERTY EXTERIOR ZONE AL 20.0' Rear Setback .INTERIOR ZnNE 7.5' 7.5' Side Side Setback Setha k AL 20.0' Front Setback SIDEWALK PUBLIC RIGHT OF WAY PUBLIC WORKS JURISDICTION PROTECTED TREES DBH 6"OR MORE PUBLIC STREET 2of4 COMMERCIAL PROPERTY 7A. TREES REQUIRING REPLACEMENT: a. Interior zone trees requiring replacement: Any tree with diameter at breast height (DBH) of 10" or more. b. Exterior Zone trees requiring replacement: Any tree with diameter at breast height (DBH) of 6" or more c. Champion Trees: Any tree so designated by the Florida Division of Forestry, Department of Agriculture d. Exceptional Specimen trees: Any tree so designated by the City Council INTERIOR AND EXTERIOR ZONE DEFINITION COMMERCIAL PROPERTY EXTERIOR ZONE 20.0' Rear Setback 'INTERIOR"ZONE 7.5 7.5' Side Side Setbai k Setha.1 1k 20.0' Front Setback SIDEWALK PUBLIC RIGHT OF WAY PUBLIC WORKS JURISDICTION PROTECTED TREES DBH 6"OR MORE PUBLIC STREET 3 of 4 8. LIST TREES PROPOSED FOR REMOVAL: DIAMETER * OF TREES SPECIES INTERIOR ZONE** EXTERIOR ZONE** APPLICANT'S COMMENTS OFFICE USE ONLY z- 14E- -z-7'—E- i 9. CHOICES FOR REPLACEMENT: Choose one or a combination of the following to compensate for trees removed: a. Plant new trees on site b. Pay money into the Tree Fund at the current rate. c. Protect (save) other trees that qualify and mark trees to be protected on site 10. LIST, BY INCHES, EACH TREE IN THE APPOPRIATE COLUMN IN THE FORM PROVIDED BELOW: SPECIES DIAMETER OF TREE PLANT NEW TREES PAY INTO TREE FUND PROTECT i i ---t I I HEREBY AGREE TO COMPLYWITH ALL I OVISIONS OF CHAPTER 23, ARTICLE II, TREE PROTECTION, AND ALL,qTHER APPLt1CABL�E ODES INANCES OF ATLANTIC BEACH. 's Sign. tur ? ,-'"�, Date l �r G' Owner's ignature Date F—T Tree Conservation Board Chair Date *Diameter at Breast Height(D.B.H.), is measured at 4.5 feet above grade.To accurately determine diameter, measure the trunk circumference and divide by 3.14.Diameter of mufti-trunked trees is determined by adding together the diameter of each trunk as measured immediately above the forks. "Interior Zone: outside the 20 foot front/rear setbacks and the 7.5 feet side setbacks(see diagram on previous page). —Exterior Zone: within the 20 foot front/rear setbacks and the 7.5 feet side setbacks(see diagram on previous page). 4 of 4 RECOMMENDED TREE LIST Atlantic Beach Tree Board These trees are recommended for North Florida if appropriately sited, planted, and cared for. Note that salt and drought tolerance varies. All trees, including those condsidered drought tolerant, require regular watering for at least one year. *American Holly (Ilex opaca) Evergreen, 50 to 100 feet tall, salt tolerant, low drought tolerance, red berries in winter. *Bald Cypress (Taxodium distichum) Deciduous, up to150 feet tall, salt tolerant, wet soil. *Dahoon Holly (Ilex cassine) Evergreen, to 40 feet tall, salt tolerant, wet soil, red berries in winter. Drake Elm (Ulmus sp.) Deciduous, to 50 feet tall, not salt tolerant, not drought tolerant. *Eastern Cottonwood (Populus deltoides) Deciduous, to 80 feet tall, moist soil, salt tolerance unknown. *Florida Dogwood (Cornus florida) Deciduous, to 40 feet tall, low salt tolerance, not drought tolerant. *Laurel Oak (Quercus laurifolia) Semi-evergreen, to 75 feet tall, not salt tolerant, low drought tolerance. *Live Oak (Quercus virginiana) Evergreen, to 70 feet tall, salt tolerant, low drought tolerance. *Loblolly Bay (Gordonia lasianthus)Evergreen, to 70 feet tall, not salt tolerant, moist soil. *Longleaf Pirie (Pinus palustris) Evergreen, to 120 feet tall, salt tolerant, drought tolerant. Loquat (Eriobotrya japonica) Evergreen, to 40 feet tall, low salt tolerance, not drought tolerant, bears edible fruit. Pecan (Carya illinoinensis) Deciduous, to 100 feet, not salt tolerant, not drought tolerant, produces edible nuts. *Pine; Sand Pine (Pinus clausa) and Slash Pine (Pinus elliottii) Conifer, 70 to 100 feet tall, salt tolerant, drought tolerant. *Red Maple (Acer rubrum) Deciduous, to 80 feet tall, low salt tolerance, moist or wet soil, fall color. Red Cedar (Juniperus spp.) Conifer, 50 to 100 feet tall, salt tolerant, drought tolerant. *River Birch (Betula nigra) Deciduous, to 60 feet tall, not salt tolerant, moist soil, attractive bark. *Sabal_or Cabbage Palm (Sabal palmetto)Evergreen, to 90 feet tall, salt tolerant, drought tolerant. *Shumard Oak (Quercus shumardii) Deciduous, to 100 feet tall, not salt tolerant, not drought tolerant. *Southern Magnolia (Magnolia grandiflora)Evergreen, to 100 feet tall, salt tolerant, drought tolerant. *Sweet Bay (Magnolia virginiana) Evergreen, to 75 feet tall, not salt tolerant, moist or wet soil. *Sweet Gum (Liquidambar styraciflua) Deciduous, to 75 feet tall, salt tolerant, not drought tolerant. Sycamore (Platanus occidentalis) Deciduous, to 100 feet tall,, not salt tolerant, low drought tolerance. *Tulip Tree or Yellow Poplar (Liriodendron tulipifera)Deciduous, up to 100 feet tall, not salt tolerant, moist soil. *Water Oak (Quercus nigra) Deciduous, up to 75 feet tall, not salt tolerant, not drought tolerant. *Winged Elm (Ulmus alata) Deciduous, up to 50 feet tall, not salt tolerant, not drought tolerant. *Native tree Not Recommended for Mitigation: **Camphor Tree (Cinnamomum camphora) Invasive evergreen tree. Crape Myrtle (Lagerstroemia spp.) Wonderful flowering plants, but not all types are capable of achieving tree size, many dwarf and semi-dwarf varieties sold as "trees." **Cherry Laurel (Prunus caroliniana) Evergreen tree is weedy and invasive, often does not reach tree size. Redbud (Cercis canadensis) Beautiful spring flowering specimen, but does not always reach tree size. **Chinese Tallow or Popcorn Tree (Sapium sebiferum) Invasive and illegal to sell or propogate in Florida. **Chinaberry (Melia A.zedarach) Weedy and invasive. Citrus (Citrus spp.) Satsuma, calamondin, and others often do not reach tree size. Fringe Tree (Chionanthus virginicus) Beautiful specimen but often does not reach tree size. Glossy Privet (Ligustrum lucidum) Does not reach tree size. "Golden-Rain Tree (Koelreuteria elegans) Colorful, weedy tree is very invasive. **Wax Myrtle (Myrica cerifera) Evergreen shrub often pruned to a single or multi trunk specimen does not reach tree size. Weedy and invasive. ** Considered undesirable for planting anywhere in Florida by the Florida Dept. of Environmental Protection, Bureau of Invasive Plant Management. Seeds of invasive trees are spread to undeveloped areas by birds where they force out existing tree canopy. (TREE LIST At)Bch 03/0 1) SITE MGMT PLAN: DEMOLITION AREA(1) NO LOT GRADING REQUIRED PROPOSED PARKING(3) NEW CONCRETE WALKWAY LOADING(5) 8 STUCCO WALL CHEMICAL TOILET(6) .11„t5”E DUMPSTER(7 ACCESS ROUT7x5 2 E(8) 12q.9 t, r+ _ O m n00 o m 40"OAK o00, Z .0012"PALM o (6)" W ' PROPOSED bo t�3EXTERIOR p d REMODEL �� (7) cl,ca AREA .- W {1) \ i (3) d EXISTING EXITING ONE STORY DRIVEWAY {5} I PALM 7 '+ O 12"PALM Q 20"OAK �� s 82°05,o2"VV MARK CARROLL 2234 OCEANWALK DR W SITE PLAN DATE:9/15/2404 SCALE:1"=20' DRAWN BY:MB Wind Load Notes: T Codes: Florida Building Code 2001 and ASCE-7-98 Basic Wind Speed: 120 mph Wind Importance Factor: I = 1.0 Building Category: II Wind Exposure: C Enclosure: Partially Enclosed Building Internal Pressure Coefficient GCpi = +.55 or -.55 - Wind Pressure to Windows/Doone: End Zone =6' Zone Effective wind area(sfl Wind loads(osfl Positive Suction f Interior 10 +41.0 -43.6 20 +39.5 -42.2 50 +37.7 -40.4,,- 100 +36.3 -38.9 End zone 10 +41.0 -51.6 20 +39.5 . -48.8 ' 50 +37.7 -45.1 �. 100 +36.3 -42.2 i CITY OF ATLANTIC BEACH Cc: BUILDING / ZONING DEPARTMENT o in 800 Seminole Road _ Atlantic Beach,Florida 32233 , t3.�. (904)247-5800 (904)247-5845 Fax www.coab.us PLAN REVIEW COMMENTS Permit Application # 0 5-" 51" �_ Property Address: Dl D Mat)YLU kI ,—1-1;'r U-), Applicant: ,John`<z "O cU nQCbr � Project: an-2�-fwl This permit application has been: Approved C7 Reviewed and the following items need attention: Please re-submit your application when these items have been completed. Reviewed By: Dater 2 a Date Contractor Notified: es 51 oS_75 CITY OF ATLANTIC BEACH BUILDING PERMIT APPLICATION a-G-,2 Date: rb / lei /Os— Job h3Job Address: °Z 2.3A Owner of Property: Address: Z Z %4 Telephone: Legal Description: Block Number: Lot Number: 1 66 Zoning District: Contractor: ST. Tta ►-sF� �3�� � � cry —'cr ;�,1�-AL. State License Number: C Qt1��4SZ c ) Contractor's Address: 64- , fit--- 3 Telephone:(c1cA,) -ZA-C., •- X i52— Fax: �Lv'k') 7-4 C>?,-1 Describe proposed use and work to be done:Present use use of land or building(s): Valuation of proposed construction: t 6>c7 �r--- New electrical or increase in service? t14 t7 Add plumbing fixtures? y4o� Add fireplace? Add heating/air conditioning? Nt c> Is approval of Homeowner's Association or other private entity required? 41 W' 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. Incomplete applications may result in delay in issuance of permit. Please submit Building Permit Application,Energy Code Forms,Notice of Commencement,Owner/Contractor Affidavit if owner is contractor, and two (2) 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 800 Seminole Road -Atlantic Beach,Florida 32233-5445 Telephone: (904)247-5800 -Fax: (904)247-5845 -http://www.ci.atlantic-beach.fl.us Page 2 Revised 1/04 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 hereby certify that all information provided with this application is co ct. Signature of Property Owner: O Z� 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 prope . I understand that the issuance of this permit is contingent upon the above information being true and correct and that the plans an pporti a have been or shall be provided as required. Signature of Contractor: Date: �* IZzIV ts:- rl - Address and contact information of person to receive all correspondence regarding this application(please print). Name: Mailing Address: Telephone: Fax: E-Mail: AS TO OWNER: i Sworn to and subscribed before me this A30 day of n 2095 State of Florida,County of Duval Notary's Signa t. ��rsv LWm P Moan My cwnmission DDI 31734 C'`Fersonally known %I V Expires July 05,2005 ❑ Produced identification Type of identification produced AS TO CONTRACTOR: 800 Seminole Road -Atlantic Beach,Florida 32233-5445 Telephone: (904)247-5800 -Fax: (904)247-5845 -http://www.ei.atlantic-beach.fl.us Page 3 Revised 1/04 Sworn to and subscribed before me this day of ,20 65 . State of Florida,County of Duval . Notary's Signa e: - My Co P Moss 4PMyCommission D0131734 � Persona ly known Expires Juy 05,zoos El Produced identification Type of identification produced 800 Seminole Road -Atlantic Beach,Florida 32233-5445 Telephone: (904)247-5800 -Fax: (904)247-5845 -http://www.ci.atiantic-beach.fl.us Page 4 Revised 1/04 NOTICE OF COMMENCEMENT AUG ly State of Tax Folio No. County of To Whom It May Concern: The undersigned hereby informs you that improvements will be made to certain real property,and in accordance with Section 713 of the Florida Statutes,the following information is stated in this NOTICE OF COMMENCEMENT. Legal description of property being improved: wT VC6 A 01,0s" �.y0.2 CT "iwty 404% i*-A ek oec SQv 4z t'�-5 t3 03A "Z,*-%Q -w-A %,,16V cs,,+..xzy Guru x.- Address of property being improved: zz 34 !sy-ci a._sT C., Sca-%,IFI..- 3`Z'Z 3 3 General description of improvements: y+oyt,0_r p4z;�fir,c>-,A c.�r Owner: ecaea.— Address: Z V-- '171 Z"33 Owner's interest in site of the improvement: ay.r.-.d'ZZ Fee Simple Titleholder(if other than owner): Name: Address: Contractor: f ---);,Address: Phone No: -10,A -241 . >,i g 2 Fax No: 7.A'6 WS 1% Surety(if any): Address: Amount of Bond$ Phone No: Fax No: Name and address of any person making a loan fo r the construction of the improvements. Name: Address: Phone No: Fax No: Name of person within the State of Florida,other than himself,designated by owner upon whom notices or other documents may be served: Name: Address: Phone No: Fax No: In addition to himself,owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.06(2)(b),Florida Statues. (Fill in at Owner's option). Name: Address: Phone No: Fax No: Expiration date of Notice of Commencement(the expiration date is one(1)year from the date of recording unless a different date is specified): THIS SPACE FOR RECORDER'S USE ONLY R Signed: Date: Before me Os of in the County of va ate of ori personally a peared ary Pu is at Large,State of Florida,County of Duval. My commission expires: Doe 00,S'1WFT 0R RK I-,,:), page;_. Personally Known: PS' or NUrrir)er >a a ;+ Produced Identification: �CU 11 47 AAA T,`J FULLER CLERK CiRCL!11 C;OL;RT DUVAL CnIJiV?Y RF ;r: ",3N 7;1^ )f? L.iannaPMoss My Convnissm DD131734 +,,,,d Expires July 06,2008 FORM 60OA-2001 FLORIDA ENERGY EFFICIENCY Cook Gu= FOR BUILDING CONSTRUCTION , Florida Department of Community Affairs tC-e Residential Whole Building Performance Method A Project Name: CARROLL Builder: Address: 2234 OCEANWALK DR WEST Permitting Office: ATLANTIC BEACH City, State: ATLANTIC BEACH, FL 32233- Permit Number. Owner: MARK CARROLL Jurisdiction Number: 261100 Climate Zone: North J I. New construwtion or existing Addition _,,, 12. Cooling systems 2. Single family or multi-family Single family y a. Central Unit Cap:0.6 kBtulhr _ 3. Number of units,if multi-family 1 EER: 12.00 _ 4. Number of Bedrooms l �_ b.N/A _ 5. Is this a worst case? No _ 4 +� � ,L 6. Conditioned floor area(ft') 3%ft' c. N/A _ 17. Glass area&type Single Pane Double Pane _.,. a. Clear glass,default U-factor 0.0 ftZ 0.0 ft' __._ 13. Heating systems b.Default tint 0.0 ft' 0.0 ft' .,._, a. Electric Heat Pump Cap:0.6 kBtu/hr _ c. Labeled U at SHGC 0.0 ft' 40.0 ft' HSPF:8.00 8. Floor types b.N/A a. Slab-On-Grade Edge Insulation R=0.0,40.0(p)ft Y b.N/A _ c. N/A c. N/A R 9. Wall types 14. Hot water systems a. Frame,Wood,Exterior R=13.0,320.0 ft' a. N/A _ b.N/A T c. N/A b.N/A d.N/A e. N/A c. Conservation credits 10. Ceiling types _ (HR-Heat recovery,Solar _ a. Under Attic R=30.0,396.0 ft' _ DHP-Dedicated heat pump) b.N/A 15. HVAC credits MZ-C,PT, c.N/A (CF-Ceiling fan,CV-Cross ventilation. 11. Ducts _ HF-Whole house fan, I a. Sup:Unc, Ret:Unc, AH:Interior Sup.R=6.0,10.0 ft _ PT-Programmable Thermostat, b.N/A M&C-Multizone cooling, MZ-H-Multizone heating) Glass/Floor Area: 0.10 Total as-built points: 2774 Total base points: 4126 PAS I hereby certify that the plans and specifications covered Review of the plans and ��8 by this calculation are in Compliance with the Florida specifications covered by this ,+p 8� Energy Code. calculation indicates compliance PREPARED BY: 01 with the Florida Energy Code. ti m DATE: Before construction is completed this building will be inspected for I hereby certify that this building,as designed, is in compliance with Section 553.903 compliance with the Florida Energy Code. Florida Statutes. OWNERIAGENT: BUILDING OFFICIAL: DATE: DATE: EnergyGaugeO(Version:FLRCSB v3.30) FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS; 2234 OCEANWALK DR WEST,ATLANTIC BEACH, FL,32233- PERMIT#: BASE AS-BUILT GLASS TYPES .18 X Conditioned X BSPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF=Points As 396.0 20.04 1428.6 Double,SC=0.39 N 1.0 3.0 4.0 4.81 0.90 17.4 Double,SC=0.39 N 1.0 4.0 18.0 4.81 0.94 81.3 Double,SC=0.39 W 1.0 4.0 18.0 13.47 0.91 221.4 As-Built Total: 40.0 320.1 WALL TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Adjacent 0.0 0.00 0.0 Frame,Wood,Exterior 13.0 320.0 1.50 480.0 Exterior 320.0 1.70 544.0 Base Total: 320.0 544.0 As-Built Total: 320.0 480.0 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 0.0 0.00 0.0 Exterior 0.0 0.00 OA Base Total: 0.0 0.0 As-Built Total: 0.0 0.0 CEILING TYPES Area X BSPM = Points Type R-Value Area X SPM X SCM= Points Under Attic 396.0 1.73 685.1 Under Attic 30.0 396.0 1.73 X 1.00 685.1 Base'rotal: 396.0 585.1 As-Built Total: 396.0 685.1 FLOOR TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Slab 40.0(p) -37.0 -1480.0 Slab-On-Grade Edge Insulation 0.0 40.0(p) -41.20 -1648.0 Raised OA 0.00 0-0 Base Total: -1480.0 As-Built Total: 40.0 .1648.0 INFILTRATION Area X BSPM = Points Area X SPM = Points 396.0 10.21 4043.2 396.0 10.21 4043.2 Summer Base Points: 5220.7 Summer As-Built Points: 3880.3 Total Summer X System = Cooling Total X Cap X Duct X System X Credit = Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (DM x DSM x AHU) 3880.3 1.000 (1.090 x 1.147 x 0.91) 0.284 0.902 1133.2 5220.7 0.4266 2227.1 3880.3 1.00 1.138 0.284 0.902 1133.2 EnergyGaugeTM DCA Form 600A-2001 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 2234 OCEANWALK OR WEST,ATLANTIC BEACH, FL,32233- PERMIT#: BASE AS-BUILT GLASS TYPES .18 X Conditioned X BWPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF= Poin .18 396.0 12.74 908.1 Double,SC--0.39 N 1.0 3.0 4.0 27.18 1.00 109.2 Double,SC=0.39 N 1.0 4.0 18.0 27.18 1.00 490.5 Double,SC=0.39 W 1.0 4.0 18.0 25.42 1.02 468.4 As-Built Total: 40.0 1068.1 WALL TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Adjacent 0.0 0.00 0.0 Frame,Wood,Exterior 13.0 320.0 3.40 1088.0 Exterior 320.0 3.70 1184.0 Base Total: 320.0 1184.0 As-Built Total: 320.0 1088.0 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 0.0 0.00 0.0 Exterior 0.0 0.00 0.0 Base Total: 0.0 0.0 As-Built Total: 0.0 0.0 CEILING TYPES Area X BWPM = Points J Type R Value Area X WPM X WCM= Points Under Attic 396.0 2.05 811.8 Under Attic 30.0 396.0 2.05 X 1.00 811.8 Base Total: 396.0 811.8 As-Built Total: 396.0 811.8 FLOOR TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Slab 40.0(p) 8.9 356.0 Slab-On-Grade Edge Insulation 0.0 40.00) 18.80 752.0 Raised 0.0 0.00 0.0 Base Total: 356.0 As-Bunt Total: 40,0 752.0 INFILTRATION Area X BWPM = Points Area X WPM = Points 396.0 -0.59 -233.6 396.0 -0.59 -233.6 Winter Base Points: 3026.3 Winter As-Built Points: 3486.2 Total Winter X System = Heating Total X Cap X Duct X System X Credit = Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (DM x DSM x AHU) 3486.2 1.000 (1.069 x 1.189 x 0.93) 0.426 0.950 1640.7 3026.3 0.6274 1898.7 3486.2 1.00 1.162 0.425 0,960 1640.7 EnergyGaugeTm DCA Form 600u4-2001 FORM 60OA-2001 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: 2234 OCEANWALK DR WEST,ATLANTIC BEACH,FL,32233- PERMIT* BASE AS-BUILT WATER HEATING Number of X Multiplier - Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 1 2746.00 0.0 1 1.00 2746.00 1.00 2746.0 As-Built Total: 0.0 CODE COMPLIANCE STATUS F7 BASE AS-BUILT Cooling + Heating + Hot Water - Total Cooling + Heating + Hot Water = Total Points Points Points Points Points Points Points Points 2227 1899 0 4126 1 1133 1641 0 2774 EFP: ASS.j a r o cod ws EnergyGauge'"r1GA Form 600A-2001 FORM 60OA-2001 Code Compliance Checklist residential Whole Building Performance Method A - Details ADDRESS: 2234 OCEANWALK OR WEST,ATLANTIC BEACH,FL,32233- PERMIT#: 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows&Doors 606.1.ABC.1.1 Maximum:.3 chWs .ft.window area;.5 drnAsq.ft.door area. Exterior&Adjacent Walls 606.1.ABC.1.2.1 Caulk,gasket,weatherstrip or seal between:windows/doors&frames,surrounding wall; foundation&wail sole or sill plate;joints between exterior wall panels at comers;utility penetrations;between wall panels&top/bottom plates;between waiMs and floor. EXCEPTION:Frame walls where a continuous infiltration barrier is installed that extends from and is sealed to the foundation to the top plate. Floors 606.1.ASC.1.2.2 Penetrations/openings>i18"sealed unless backed by truss or joint members. EXCEPTION:Frame floors where a continuous infiltration barrier is installed that is seated to the perimeter,penetrations and seams. Ceilings 606.1.ABC.1.2.3 Between walls&ceilings;penetrations of ceiling plane of top floor;around shafts,chases, soffits,chimneys,cabinets sealed to continuous air barrier;gaps in gyp board&top plate; attic access.EXCEPTION:Frame ceilings where a continuous infilt►ation barrier is Installed that is sealed at the perimeter,at penetrations and seams. Recessed Lighting Fixtures 606,1.ABC.1.2.4 Type IC rated with no penetrations,sealed;or Type IC or non-IC rated,installed inside a sealed box with 1/2"clearance&3"from insulation;or Type IC rated with<2.0 afm from conditioned space,tested. Mufti-storyHouses 606.1.ABC.1.2.5 Air barrier on onmeter of floor cavity between floors. Additional Infiltration refits 606.1.ABC.1.3 Exhaust fans vented to outdoors,dampers;combustion space heaters comply with NFPA, have combustion air. 6A-22 OTHER PRESCRIPTIVE MEASURES must be met or exceeded ft all residences. COMPONENTS SECTION REQUIREMENTS CHECK Water Neaten: 612.1 Comply with efficiency requirements In Table 6-12.Switch or clearly marked Grcuit breaker electric or cutoff as must be provided.External or built.-In heat trap required. Swimming Pools&Spas 612.1 Spas&heated pools must have covers(except solar heated).Non-commercial pools must have a pump timer.Gas spa&pool heaters must have a minimum thermal efficient of 78%. Shower heads. 612.1 Water flow must be restricted to no more than 2.8 gallons per minute at 80 PSIG, Air Distribution Systems 610.1 All ducts,fittings,mechanical equipment and plenum chambers shall be mechanically attached,sealed,insulated,and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics:R-6 min.insulation. HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system. Insulation 604.1,602.1 Ceilings-Min,R-19.Common walls-Frame R-11 or CBS R-3 both sides. Common ceiling&floors R-11. EnergyGaugeIm DCA Form 600A-2001 EnergyGaugeVFIaRES7W1 FLRCSB v3.30 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE*=89.1 The higher the score,the more efficient the home. MARK CARROLL,2234 OCEANWALK DR WEST, ATLANTIC BEACH, FL, 32233- 1. New construction or existing Addition - 12. Cooling systems 2. Single family or multi-family Single family - a, Central Unit Cap:0.6 kBtu/hr - 3. Number of units,if multi-family 1 - SEER: 12.00 - 4. Number of Bedrooms 1 - b.N/A - 5. Is this a worst case? No 6. Conditioned floor area(ft2) 396 W c.N/A - 7. Glass area&type Single Pane Double Pane a. Clear-single pane 0.0 ft2 0.0 ft2 - 13. Heating systems b.Clear-double pane 0.0 W 0.0 ft2 - a. Electric Heat Pump Cap:0.6 kBtu/hr - c. Tint/other SlJGC-single pane 0.0 ft2 40.0 ft2 - HSPF:8.00 - d.Tint/other S HGC-double pane b.N/A _ 8. Floor types - - a. Slab-On-Grade Edge Insulation R=0.0,40.0(p)ft - c. N/A - b.N/A - c. N/A 14. Hot water systems 9. Wall types - a. N/A - a. Frame,Wood,Exterior R=13.0,320.0 W - - b.N/A - b.N/A - c. N/A - - d.N/A - c. Conservation credits _ e. N/A (HR-Heat recovery,Solar 10. Ceiling types _ DHP-Dedicated heat pump) a. Under Attic R=30.0,396.0 W - 15. HVAC credits MZ-C,PT, b.N/A - (CF-Ceiling fan,CV-Cross ventilation, c.N/A HF-Whole house fan, 11. Ducts - PT-Programmable Thermostat, a. Sup:Unc. Ret:Unc. AH:Interior Sup.R=6.0,10.0 ft - MZ-C-Multizone cooling, b.N/A MZ-H-Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed(or exceeded) �4 fas STAT in this home before final inspection.Otherwise,a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Date: - Address of New Home: City/FL Zip: oop WS *NOTE. The home's estimated energy performance score is only available through the FLARES compuler program. This is not a Building Energy Rating.If your score is 80 or greater(or 86 for a US EPAIDOE EnergyStar"`designation), your home may qualify for energy efficiency mortgage(EEM incentives ifyou obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 321/638-1492 or see the Energy Gauge web site at www.fsec.ucf.edu for information and a list of certified Raters.For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 8501487-1824. EnergyGauge®(Version:FLRCSB v3.30) Project Summary Date: Aug 22,Zoos Entire House By: DONOVAN HEATING AND AIR CONDITIONG 315 6 TH AVE SOUTH,JACKSONVILLE BEACH,FL 32250 Phone:904241-3785 Fax:904-241-3745 Email:bil[Qdonovanac.com Web:www.donovanac.00m Project • • For: MARK CARROLL 2234 OCEANWALK DR WEST,ATLANTIC BEACH, FL 32233 Notes: Design Information Weather: Jacksonville, Mayport Naval, FL, US Winter Design Conditions Summer Design Conditions Outside db 25 OF Outside db 96 OF Inside db 70 OF Inside db 72 OF Design TD 45 OF Design TD 24 OF Daily range L Relative humidity 55 % Moisture difference 52 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 6848 Btuh Structure 4322 Btuh Ducts 582 cfm Ducts 531 Btuh Central vent(0 cfm) 0 Btuh Central vent(0 cfm) 0 Btuh Humidification 0 Stuh Blower 0 Btuh Piping 0 Btuh AED excursion 284 Btuh Equipment load 7430 Btuh Use manufacturer's data n Rate/swing multiplier 1.01 Infiltration Equipment sensible load 4652 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 1 (Average) Structure 299 Btuh Heating Cooling Central vent(0 cfm) 0 Stuh Area(ft2) 396 396 Equipment latent load 1235 Btuh Volume(fta) 3564 3564 Air changes/hour 0.35 0.35 Equipment total load 5887 Btuh Equiv.AVF(cfm) 21 21 Req.total capacity at 0.70 SHR 0.6 ton Heating Equipment Summary Cooling Equipment Summary Make Trane Make Trane Model Cond Coil Efficiency 0 HSPF Efficiency 0 EER Heating input Sensible cooling 0 Stuh Heating output 0 Btuh @ 47°F Latent cooling 0 Btuh Temperature rise 0 OF Total cooling 0 Btuh Actual air flow 200 cfm Actual air flow 200 cfm Air flow factor 0.027 cfm/Btuh Air flow factor 0.046 cfm/Btuh Static pressure 0.10 in H2O Static pressure 0.10 in H2O Space thermostat Load sensible heat ratio 0.79 Bofd/ltalic values have been manually overridden Printout certified by ACCA to meet all requirements of Manual J 8th Ed. W vwrtgl-itsoft Right-Suite ResideMlal 5.9.35 RSR39613 2005-Aug-22 09:49:10 ;,r. C:\My Documentsmaghtsofl HVAC\CARROLL.rrp Calc=MJ8 Orientation=N Page 1 CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 \ INSPECTION PHONE LINE 247-5826 Application Number . . . . . 05-00031053 Date 9/01/05 Property Address . . . . . . 2234 W OCEANWALK DR Tenant nbr, name . . . . . . ADD. PATIO& DECK Application description . . . RESIDENTIAL ADD/RENOVATE/ALTER Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 100000 Owner Contractor ------------------- ----- ------------------------ CARROLL, MARK ST. JOHNS BUILDING CONTRACTORS 2234 OCEANWALK DR.W. 64 EVANS DRIVE ATLANTIC BEACH FL 32233 JAX BEACH FL 32250 (904) 246-1152 ---------------------------------------------------------------------------- Permit . . . . . . BUILDING PERMIT Additional desc . . Permit Fee . . . . 510 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 100000 Expiration Date 3/01/06 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 510 . 00 510 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 510 . 00 510 . 00 . 00 . 00 { PERMTP IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. BUILDING OFFICIAL JS C �1 City of Atlantic Beach 800 Seminole Road •Atlantic Beach,Florida 32233 Phone: (904)247-5800 • Fax: (904)247-5805 • http://www.coab.us ORDER of the Community Development Board for the City of Atlantic Beach, Florida APPLICANT: Mark and Christy Carroll 2234 Oceanwalk Drive, West Atlantic Beach, Florida 32233 FILE NUMBER: ZVAR-2005-06 DATE OF HEARINGS: April 15, 2005 and May 17, 2005 ORDER GRANTING VARIANCE The above referenced Applicant requested a Variance from Section 24-104 (e) (2) to reduce the required rear yard setback from 20-feet to 10-feet to allow for the construction of an addition to the rear of the existing residence for property located at 2234 Oceanwalk Drive, West within the RS-1 Zoning District. On, May 17, 2005, said request, as amended following the April 15, 2005 meeting (said amendment seeking to reduce the required rear yard setback from 20-feet to 15-feet) was again considered at public hearing by the Community Development Board for the City of Atlantic Beach. Having considered the amended application and supporting documents, the Community Development Board, approved the request, finding this request to be consistent with Chapter 24-64 of the Land Development Regulations. Page two Order ZVAR-2005-06 May 18, 2005 NOW THEREFORE, the Community Development Board hereby GRANTS the amended request for a Variance from Section 24-104 (e) (2) to reduce the required rear yard setback from 20-feet to 15- feet to allow for the construction of an addition to the rear of the existing residence for property located at 2234 Oceanwalk Drive,West within the RS-1 Zoning District. DATED THIS DAY OF ) 2005. Robert Frohwein, Chairman Community Development Board The undersigned certifies that the above Order of the Community Development Board is a true and correct rendition of the Order adopted by said Board as the same appears in the record of the Community Development Board minutes. CommunityDevelopment Director IXI�(1 Y p ++ �x ii�Dv' i J 1 J City of Atlantic Beach • 800 Seminole Road -Atlantic Beach,Florida 32233 Phone: (904)247-5800 • Fax: (904)247-5805 • http://www.coab.us ORDER of the Community Development Board for the City of Atlantic Beach, Florida APPLICANT: Mark and Christy Carroll 2234 Oceanwalk Drive, West Atlantic Beach, Florida 32233 FILE NUMBER: ZVAR-2005-06 DATE OF HEARINGS: April 15, 2005 and May 17, 2005 ORDER GRANTING VARIANCE The above referenced Applicant requested a Variance from Section 24-104 (e) (2) to reduce the required rear yard setback from 20-feet to 10-feet to allow for the construction of an addition to the rear of the existing residence for property located at 2234 Oceanwalk Drive, West within the RS-1 Zoning District. On, May 17, 2005, said request, as amended following the April 15, 2005 meeting (said amendment seeking to reduce the required rear yard setback from 20-feet to 15-feet) was again considered at public hearing by the Community Development Board for the City of Atlantic Beach. Having considered the amended application and supporting documents, the Community Development Board, approved the bequest, finding this request to be consistent with Chapter 24-64 of the Land Development Regulations. Page two Order ZVAR-2005-06 May 18,2005 NOW THEREFORE, the Community Development Board hereby GRANTS the amended request for a Variance from Section 24-104 (e) (2) to reduce the required rear yard setback from 20-feet to 15- feet to allow for the construction of an addition to the rear of the existing residence for property located at 2234 Oceanwalk Drive,West within the RS-1 Zoning District. DATED THIS' 3 DAY OF , 2005. Robert Frohwein, Chairman Community Development Board The undersigned certifies that the above Order of the Community Development Board is a true and correct rendition of the Order adopted by said Board as the same appears in the record of the Community Development Board minutes. CommunityDevelopment Director 1 CITY OF ATLANTIC BEACH j^ ". BUILDING AND PLANNING t• 800 SEMINOLE ROAD �sATLANTIC BEACH,FLORIDA 32233-5445 J �� ? 15" TELEPHONE:(904)247 5800 AUG ` ° FAX:(904)247-5845 V http://ci.atlantic-beach.fl.us May 24, 2005 Mark and Christy Carroll 2234 Oceanwalk Drive, West Atlantic Beach, Florida 32233 Re: Order of the Community Development Board approving Variance application Dear Mr. and Mrs. Carroll: Enclosed herewith is an original signed Order and a copy of the Order from the Community Development Board approving your Variance request. Please maintain a copy of this order for your records, and please submit a copy of this Order along with any future application for a Building Permit from the City of Atlantic Beach. Feel free to call me at 247-5826 if you have any questions. Sincerely, Sonya err, AICP Community Development Director Enclosures ,AN r.— € 6 August 2004 Mr. and Mrs. Mark Carrc I I 2234 Oceanwalk Drive West Atlantic Beach, Florida 32233 Dear Mr. and Mrs. Carroll: At a specially-called meeting of the Architectural Review Committee held today, pursuant to the Covenants and Restrictions governing Oceanwalk and with a quorum present, your request for on addition to the rear of your home as per, your letter of 19 July has been APPROVED as submitted. Please let us know at 249-3044 when you have completed all work so that we can schedule an inspection to assure compliance with your submitted proposal, as outlined in Article III, sub-section 8.5 of the Covenants and Restrictions. Thank you for your compliance with the Covenants and Restrictions, the intent of which is 'to ensure a standard of consistency and value for our neighborhood. With kind regards, U Ann Minor, Chair for the Members of the Architectural Review Committee cc: ARC file Marvin Mgrri-r Co. via FAX (249-8598) Oceanwalk Association, Inc. P.O. Box 331188, Atlantic Beach, FL 32233-1188 Cs oS-_5 rj rb1i <. CITY OF ATLANTIC BEACH s BUILDING PERMIT APPLICATION *v4v•} � - (jY_�tPri AY 1?P'FYIn�PII kilt}`" Date: Job Address: Owner of Property: Address: Z Z`3 t'� ra-.--t -_�- - �. . .r-i -�� �` Telephone: Z 't. Legal Description: Block Number: Lot Number: t Zoning District: Contractor: e„;. :�c:Y = �`- ,.mss: c,r ca. =rc=� , 3�-►c. State License Number: f. c �t 7 C--1'S Contractor's Address: 4;4- -4 Fi -. '3 z 5 Telephone:(cl c ,) Z,4= i *.a-Z._ Fax: �,Lc-°4') `z-•4 .C-4-”-1 Y� Describe proposed use and work to be done: Present use of land or building(s): Valuation of proposed construction: ,i �-- New electrical or increase in service? i4 c- ° Add plumbing fixtures? y Add fireplace? Y Add heating/air conditioning? f-a c;� Is approval of Homeowner's Association or other private entity required? 4162:*-7i 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. Incomplete applications may result in delay in issuance of permit. Please submit Building Permit Application,Energy Code Forms,Notice of Commencement,Owner/Contractor Affidavit if owner is contractor, and two(2) 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 800 Seminole Road -Atlantic Beach,Florida 32233-5445 Telephone: (904)247-5800 -Fax: (904)247-5845 •http://www.ci.atiantic-beach.ft.us Page 2 Revised 1/04 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 hereby certify that all information provided with this application is co ct. Signature of Property Owner: O •23 a� 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 constructioaprop derstand that the issuance of this permit is contingent upon the above information being true and correct and that the planave been or shall beprovided as required. Signature of Contractor: Date: C2 Address and contact information of person to receive all correspondence regarding this application(please print). Name: Mailing Address: Telephone: Fax: E-Mail: AS TO OWNER: Sworn to and subscribed before me this day of 20d. 4 State of Florida,County of Duval r Notary's Signattue Hanna P Mon • MY codon MI 317U "—personally known •o, Expires Juy 05,2006 ❑ Produced identification Type of identification produced AS TO CONTRACTOR: 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Telephone: (904)247-5800 -Fax: (904)247-5845 -http://www.ci.atiantic-beach.fl.us Page 3 Revised 1/04 Sworn to and subscribed before me this_� __day of ,��' 20 State of Florida,County of Duval 5 Notary's Signa e: Y.-F � � miEL*m P Moss My Comsion DDI 31734 4#1 Personally known ❑ Produced identification Expires July 05,2008 Type of identification produced 800 Seminole Road -Atlantic Beach,Florida 32233-5445 Telephone: (904)247-5800 -Fax: (904)247-5845 -http://www.ci.atlantic-beach.fl.us Page 4 Revised 1/04 NOTICE OF COMMENCEMENT State of F c �.. Tax Folio No. County ofJ'oa_-- To Whom It May Concern: The undersigned hereby informs you that improvements will be made to certain real property,and in accordance with Section 713 of the Florida Statutes,the following information is stated in this NOTICE OF COMMENCEMENT. Legal description of property being improved: 'T-05 4wcz, � i Pti.arc 8c�c�.c 4Z Y* �.. Address of property being improved: ZZ-3-4- 1C_ 'Z..3.41C_ R—A Fi.- "3 Z'Z.3 3 General description of improvements: sig�� g5c>z,:TL Owner: n.�, Address: Z Z`S'3ys-%�,� VrL 1Z 7.33 Owner's interest in site of the improvement: Fee Simple Titleholder(if other than owner): Name: Address: Contractor: ;�. & .. »*::a tz.•> -"�t= .. „ Address: S ZZ_51=;: G- Phone No: cle,ai - L^k� t;j Z. Fax No: Surety(if any): `-� Address: Amount of Bond$ Phone No: Fax No: Name and address of any person making a loan for the construction of the improvements. Name: Address: Phone No: Fax No: Name of person within the State of Florida,other than himself,designated by owner upon whom notices or other documents may be served: Name: Address: Phone No: Fax No: In addition to himself,owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.06(2)(b),Florida Statues. (Fill in at Owner's option). Name: Address: Phone No: Fax No: Expiration date of Notice of Commencement(the expiration date is one(1)year from the date of recording unless a different date is specified): THIS SPACE FOR RECORDER'S USE ONLY R Signed: Date: r v-os-- Before me Os ' of in the County of D a to of ori personally a peared f�L_bi,fary Pu is at Large,State of Florida,County of Duval. My commission expires: Doc#2005310867,OR BK 12703 Page 35, Personally Known: qeor Number Pages: 1 Produced Identification: Filed&Recorded 08/23/2005 at 11:47 AM, JIM FULLER CLERK CIRCUIT COURT DUVAL COUNTY AP PP L18nna P Moss RECORDING$10.00 _N4 - My Commission DDI 31734 a Expires July Ob,2008 J City of Atlantic Beach • 800 Seminole Road •Atlantic Beach,Florida 32233 Phone: (904)247-5800 • Fax: (904)247-5805 • http-./1www.coab.us ORDER of the Community Development Board for the City of Atlantic Beach, Florida APPLICANT: Mark and Christy Carroll 2234 Oceanwalk Drive,West Atlantic Beach, Florida 32233 FILE NUMBER: ZVAR-2005-06 DATE OF HEARINGS: April 15, 2005 and May 17, 2005 ORDER GRANTING VARIANCE The above referenced Applicant requested a Variance from Section 24-104 (e) (2) to reduce the required rear yard setback from 20-feet to 10-feet to allow for the construction of an addition to the rear of the existing residence for property located at 2234 Oceanwalk Drive, West within the RS-1 Zoning District. On, May 17, 2005, said request, as amended following the April 15, 2005 meeting(said amendment seeking to reduce the required rear yard setback from 20-feet to 15-feet) was again considered at public hearing by the Community Development Board for the City of Atlantic Beach. Having considered the amended application and supporting documents, the Community Development Board, approved the request, finding this request to be consistent with Chapter 24-64 of the Land Development Regulations. Page two Order ZVAR-2005-06 May 18,2005 NOW THEREFORE, the Community Development Board hereby GRANTS the amended request for a Variance from Section 24-104 (e) (2) to reduce the required rear yard setback from 20-feet to 15- feet to allow for the construction of an addition to the rear of the existing residence for property located at 2234 Oceanwalk Drive,West within the RS-1 Zoning District. F DATED THIS' DAY OF , 2005. Robert Frohwein, Chairman Community Development Board The undersigned certifies that the above Order of the Community Development Board is a true and correct rendition of the Order adopted by said Board as the same appears in the record of the Community Development Board minutes. 24L /-- Community-Development Director 1 CITY OF ATLANTIC BEACH r' 800 SEMINOLE ROAD } ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Dill Application Number . . . . . 04-00029158 Date 10/18/04 Property Address . . . . . . 2234 W OCEANWALK DR Application description . . . TREE PERMIT Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor - ------ ----- ---------- -- --- --------------------- CARROLL, MARK OWNER 2234 OCEANWALK DR.W. ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233 (904) 234-8184 ----------------- -------------------------- --------------------------------- Permit . . . . . . TREE PERMIT Additional desc . . Permit Fee . . . . . 00 Plan Check Fee . 00 Issue Date . . . . 10/18/04 Valuation . . . . 0 Expiration Date 4/17/05 Fee summary Charged Paid Credited Due ------------ ----- ---------- -- -- ------ ---------- ---------- Permit Fee Total . 00 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total . 00 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. BUILD OFFICIAL 1' CITY OF ATLANTIC BEACH TREE REMOVAL APPLICATION 1^\ All applications must be submitted with seven (7) copies and received by 5:00 p.m. on the Friday ten (10) days prior to the scheduled meeting in order to be placed on the agenda. INCOMPLETE APPLICATIONS OR INACCURATELY MARKED SITES WILL NOT BE PROCESSED. APPLICANT NAME ADDRESS TELEPHONE 2. 2 Z 4 DCea-vit,,)�J V D Q- 0 ADDRESS OR LEGAL DESCRIPTION OF TREE REMOVAL SITE (IF LEGAL DESCRIPTION,LIST CLOSEST CROSS STREET) 3. REASON FOR PROPOSED TREE REMOVAL:/low coAle r,-_.Av_ t4w--to 06/x' 7-C) 4. HAS THIS SITE BEEN TO THE TREE BOARD BEFORE? YES NO OT SURE 5. SITE PLAN/TREE SURVEY indicating: a. Existing and proposed structures. b. Location of utilites and easements as applicable. c. Location, species and size of all trees with Diameter at Breast Height (D.B.H.) of six inches or more. d. Location, species and size of all trees to be removed should be clearly marked with an "X". e. Location, species and size of all trees to be perserved on-site for replacement must be marked with brackets "[ ]". f. Location, species and size of any proposed new replacement trees marked with a circle "0". g. Location, species and size of all trees to be preserved on-site with barricading at tree drip line noted. 6. ON-SITE REQUIREMENTS: a. Barricading at tree drip line of all trees to be preserved. b. Address/legal description must be posted in a conspicuous manner on site. c. The property corners must be marked by stakes or paint indicating the lot. d. All trees identified for removal MUST by marked on-site by RED/ORANGE flagging, paint or tape. e. All trees to be preserved on-site for mitigation MUST be marked with BLUE/GREEN flagging, paint or tape. 800 Seminole Road,Atlantic Beach, Florida 32233 Telephone(904)247-5800 Fax(904)247-5845 1 of 4 RESIDENTIAL PROPERTY 7A. TREES REQUIRING REPLACEMENT: a. Interior zone trees requiring replacement: Any tree with diameter at breast height (DBH) of 20" or more. b. Exterior Zone trees requiring replacement: Any tree with diameter at breast height (DBH) of 6" or more c. Champion Trees: Any tree so designated by the Florida Division of Forestry, Department of Agriculture d. Exceptional Specimen trees: Any tree so designated by the City Council INTERIOR AND EXTERIOR ZONE DEFINITION RESIDENTIAL PROPERTY EXTERIOR ZONE 20.0' Rear Setback INTERIOR ZONE 7.5' 7.5' Side Side Setback` Retha. k 20.0' Front Setback SIDEWALK PUBLIC RIGHT OF WAY -- PUBLIC WORKS JURISDICTION PROTECTED TREES DBH 6"OR MORE PUBLIC STREET 2of4 COMMERCIAL PROPERTY 7A. TREES REQUIRING REPLACEMENT: a. Interior zone trees requiring replacement: Any tree with diameter at breast height (DBH) of 10" or more. b. Exterior Zone trees requiring replacement: Any tree with diameter at breast height (DBH) of 6" or more c. Champion Trees: Any tree so designated by the Florida Division of Forestry, Department of Agriculture d. Exceptional Specimen trees: Any tree so designated by the City Council INTERIOR AND EXTERIOR ZONE DEFINITION COMMERCIAL PROPERTY EXTERIOR ZONE 20.0' Rear Setback INTERIOR"ZONE 7.5' 7.5' Side Side Setba k Setback 20.0' Front Setback SIDEWALK ��— PUBLIC RIGHT OF WAY PUBLIC WORKS JURISDICTION PROTECTED TREES DBH 6"OR MORE PUBLIC STREET 3 of 4 8. LAST TREES PROPOSED FOR REMOVAL: DIAMETER * OF TREES SPECIES INTERIOR ZONE** EXTERIOR ZONE** APPLICANT'S COMMENTS OFFICE USE ONLY 7/r,ff 'r i 9. CHOICES FOR REPLACEMENT: Choose one or a combination of the following to compensate for trees removed: a. Plant new trees on site b. Pay money into the Tree Fund at the current rate. c. Protect (save) other trees that qualify and mark trees to be protected on site 10. LIST, BY INCHES, EACH TREE IN THE APPOPRIATE COLUMN IN THE FORM PROVIDED BELOW: SPECIES DIAMETER OF TREE PLANT NEW TREES PAY INTO TREE FUND PROTECT I HEREBY AGREE TO COMPLY WITH ALL OVISIONS OF CHAPTER 23, ARTICLE II, TREE PROTECTION, AND ALL THER APPY/ A E ODES R NANCES OF ATLANTIC BEACH. vl,)�k 4/ a 's Signatur r Date ^' Owner's jignature Date Tree Conservation Board Chair Date *Diameter at Breast Height(D.B.H.),is measured at 4.5 feet above grade.To accurately determine diameter,measure the trunk circumference and divide by 3.14.Diameter of multi-trunked trees is determined by adding together the diameter of each trunk as measured immediately above the forks. **Interior Zone: outside the 20 foot frontirear setbacks and the 7.5 feet side setbacks(see diagram on previous page). **Exterior Zone: within the 20 foot front/rear setbacks and the 7.5 feet side setbacks(see diagram on previous page). 4 of 4 RECOMMENDED TREE LIST Atlantic Beach Tree Board These trees are recommended for North Florida if appropriately sited, planted, and cared for. Note that salt and drought tolerance varies. All trees, including those condsidered drought tolerant, require regular watering for at least one year. *American Holly (Ilex opaca) Evergreen, 50 to 100 feet tall, salt tolerant, low drought tolerance, red berries in winter. *Bald Cypress (Taxodium distichum) Deciduous, up to150 feet tall, salt tolerant, wet soil. *Dahoon Holly (Ilex cassine) Evergreen, to 40 feet tall, salt tolerant, wet soil, red berries in winter. Drake Elm (Ulmus sp.) Deciduous, to 50 feet tall, not salt tolerant, not drought tolerant. *Eastern Cottonwood (Populus deltoides) Deciduous, to 80 feet tall, moist soil, salt tolerance unknown. *Florida Dogwood (Cornus florida) Deciduous, to 40 feet tall, low salt tolerance, not drought tolerant. *Laurel Oak (Quercus laurifolia) Semi-evergreen, to 75 feet tall, not salt tolerant, low drought tolerance. *Live Oak (Quercus virginiana) Evergreen, to 70 feet tall, salt tolerant, low drought tolerance. *Loblolly Bay (Gordonia lasianthus) Evergreen, to 70 feet tall, not salt tolerant, moist soil. *Longleaf Pine (Pinus palustris) Evergreen, to 120 feet tall, salt tolerant, drought tolerant. Loquat (Eriobotrya japonica) Evergreen, to 40 feet tall, low salt tolerance, not drought tolerant, bears edible fruit. Pecan (Carya illinoinensis) Deciduous, to 100 feet, not salt tolerant, not drought tolerant, produces edible nuts. *Pine; Sand Pine (Pinus clausa) and Slash Pine (Pinus elliottii) Conifer, 70 to 100 feet tall, salt tolerant, drought tolerant. *Red Maple (Acer rubrum) Deciduous, to 80 feet tall, low salt tolerance, moist or wet soil, fall color. Red Cedar (Juniperus spp.) Conifer, 50 to 100 feet tall, salt tolerant, drought tolerant. *River Birch (Betula nigra) Deciduous, to 60 feet tall, not salt tolerant, moist soil, attractive bark. *Sabal_or Cabbage Palm (Sabal palmetto)Evergreen, to 90 feet tall, salt tolerant, drought tolerant. *Shumard Oak (Quercus shumardii) Deciduous, to 100 feet tall, not salt tolerant, not drought tolerant. 3 *Southern Magnolia (Magnolia grandiflora) Evergreen, to 100 feet tall, salt tolerant, drought tolerant. *Sweet Bay (Magnolia virginiana) Evergreen, to 75 feet tall, not salt tolerant, moist or wet soil. *Sweet Gum (Liquidambar styraciflua)Deciduous, to 75 feet tall, salt tolerant, not drought tolerant. Sycamore(Platanus occidentalis) Deciduous, to 100 feet tall,. not salt tolerant, low drought tolerance. *Tulip Tree or Yellow Poplar (Liriodendron tulipifera)Deciduous, up to 100 feet tall,not salt tolerant, moist soil. *Water Oak (Quercus nigra) Deciduous, up to 75 feet tall, not salt tolerant, not drought tolerant. *Winged Elm (Ulmus alata) Deciduous, up to 50 feet tall, not salt tolerant, not drought tolerant. *Native tree Not Recommended for Mitigation: **Camphor Tree (Cinnamomum camphors) Invasive evergreen tree. Crape Myrtle (Lagerstroemia spp.) Wonderful flowering plants, but not all types are capable of achieving tree size, many dwarf and semi-dwarf varieties sold as "trees." **Cherry Laurel (Prunus caroliniana)Evergreen tree is weedy and invasive, often does not reach tree size. Redbud (Cercis canadensis) Beautiful spring flowering specimen, but does not always reach tree size. **Chinese Tallow or Popcorn Tree (Sapium sebiferum) Invasive and illegal to sell or propogate in Florida. **Chinaberry (Melia Azedarach) Weedy and invasive. Citrus (Citrus spp.) Satsuma, calamondin, and others often do not reach tree size. Fringe Tree (Chionanthus virginicus) Beautiful specimen but often does not reach tree size. Glossy Privet (Ligustrum lucidum) Does not reach tree size. "Golden-Rain Tree (Koelreuteria elegans) Colorful, weedy tree is very invasive. **Wax Myrtle (Myrica cerifera)Evergreen shrub often pruned to a single or multi trunk specimen does not reach tree size. Weedy and invasive. ** Considered undesirable for planting anywhere in Florida by the Florida Dept. of Environmental Protection, Bureau of Invasive Plant Management. Seeds of invasive trees are spread to undeveloped areas by birds where they force out existing tree canopy. (TREE LIST Ati Bch 03/01) SITE MGMT PLAN: DEMOLITION AREA NO LOT GRADING REQUIRED PROPOSED PARKING(3) NEW CONCRETE WALKWAY LOAD NG(5) &STUCCO WALL DUMPS E TO (B) 7B°11'15" ACCESS ROUTE(8) N 12��,�`' 35 2_-- --- c+i O ua 0 40"OAK o rG t 12"PALM 9 � (Fa) < w ' PROPOSED EXTERIO � t REMODEL \ (7) b -� AREA rn NUJ L Q Z (3) EXISTING EXITING ONE STORY DRIVEWAY {5} , 'D 0 12"PALM C3 , > p 12"PALM ($}:x 0 20"OAK �J� x x x S 82°05't�2"W x _ 127.13' MARK CARROLL 2234 OCEANWALK DR W SITE PIAN DATE:8115/2004 SCALE:1"=2V DRAWN BY:M8 D ay CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 / INSPECTION PHONE LINE 247-5826 Application Number . . . . . 05-00031640 Date 11/15/05 Property Address . . . . 2234 W OCEANWALK DR Tenant nbr, name . . . . . . INSTALL 3 FIXTURES Application description . . . PLUMBING ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor ------------------------ ------------------------ CARROL CAMPBELL & WEEKS PLUMBING 2234 OCEANWALK DR.W. CONTRACTORS INC ATLANTIC BEACH FL 32233 1726 KINGSLEY AVENUE SUITE 22 ORANGE PARK FL 32073 (904) 215-9996 ---------- ------------------------------------------------------------------ Permit PLUMBING PERMIT Additional desc . . Permit Fee . . . . 56 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 56 . 00 56 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 56 . 00 56 . 00 . 00 . 00 [City of Atlantic Beach CVST30 RECEIPT e0 Oprra DBMITI Type: OC Drawr: 1 Date: 11115/16 it Receipt no: 11466 Description 31Ni Quantity Mount BP BUILDINS PERMITS 156.11 Tender detail 3941 Totalered $56.0 Total payment Trans date: 11/15/16 Time: 13:35:14 WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING OFFICIAL w CITY OF ATLANTIC BEACH r PLUMBING PERMIT APPLICATION Date: Property Address: 111vdl1 l✓• Telephone#• Owner• r�a. 3 yy L t d n p Contractor: ,,,d h = (,✓ ' s P14 G,/7i Telephone#: 3 g 7. 999 6 Contractor Address: 3 0/ o L,/. ✓� (:;,,eyr,r Si L ;ou ax#: 3 Y7' a $ Contractor Signature: -� 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 ordinance and standards of good practice listed therein :Installation,of:plumbing and fixtures must be in accordance with the.most recent edition of.the Southern'Standard Plumbing Code. Plumbing Type-;' If other construcdon is being doneon this building or site, New list the building permit number. o Re-Pipe Number of Fixtures: Bath Tubs Showers �"`losets Shower Pans Dishwashers Sinks Disposals Urinals Floor Drains Washing Machine Lavatory Water Sewer Water Heaters Sprinkler System Other Fees Permit Issuing Fee: $35.00 Total Fixtures: _ X$7.00 + $35.00= 800 Seminole Road.Atlantic Beach, Florida 32233-6445 Phone: (904)247-5800 . Fax: (904)247-5845• http:l/www.ci.adantic-beach.fl.us Revised 1/04 CITY OF ATLANTIC BEACH BUILDING DEPARTMENT INSPECTION REPORT 3 LOCATION PERMIT# 2234 OCEANWALK DRIVE WEST SUBDIVISION 434 ATLANTIC BEACH, FLORIDA 32233 OCEANWALK 1NER NAME PHONE JAY AND RUTH MANNING 1412?835-3344 GALDESC: LOT Ig LOCK SECTION II PERMIT TYPE BUILDING CLASS OF WORK �NTRACTOR PROPOSED USE NEW CARL REESE SINGLE FAMILY )RK DESCRIPTION CONSTRUCT DWELLING AS PER PLANS 3PECTION REQUIRED INSPECTOR 13 FINAL BUILDING AM JE INSPECTED-5---26ze BY APPROVED LifT REJECTED ❑ )MMENTS nnCITY OF Office of Building Official r� REQUEST FOR INSPECTION (/ Date__ y P � /� C�(/^3 Permit No. l0 / 6✓ 6 Time / A.M. Received ___f_L_,__—3-2— P.M. Job Address Locality Owner's '� Name� —IVN f A�)6 —Contractor BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing E Footing ❑ Rough Wiring I❑ Rough F I Air Cond. & ❑ Re Roofing C] Slab ❑ Temp Pole ❑ Top Out ❑ Heating Insulation ❑ Lintel ❑ Final 11 Sewer ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION A.M. Mon. Tues. Wed. Thurs 14 to Friday P.M. Inspection Made iP.M. Inspector �.t y ❑ Date 705 DEPARTMENT OF BWLtiINQ CITY OF'ATLANTIG BEACH 'INi+'OR�4�TION ----- �0��'I a Ib�`t� 1�ATYC►N .,..... . __.. r e x Rurn el~. 70.50 Address: 2734 OtZANWALR DRIVR WEST it Type: , WELL ATit! lizAm i nORIDA, 12233 4 Work,» NL DESCRIPTION , C�YSLJ Typt WO F'` *M I,pfi» El,oC 5e t3mra: . F + p +ed USr : UTILITY �owriship RHc�: C► . inks» I Dade. 0 Subdivi' Lan O,�l A1�WALX tOt, tntled Value: $0, 00 Tmprrr►v. Cl+st » 0 .0t? Tata00 ` noun ab10.00 , " par,I p 'ION - _ ' t "I►bIGATItR R PR1IT 0 00 , r O Lx" OitIVE 64hrW IMPAC ER , $t7 Q,t d �„ +ifs '" (A. . ., h 11 e:� 1 2 WATER,"MLTEt $0.'Ot3 RADON.C#ABR.R.S. .' {I .00 G ► R t3R1 T -- FAAOht GAS = .60 It171t 'l d r ss f F O,.. $67 :00 EACHB�R�R Thi�' $0.00 ! Y A��:. gowk, TYPe CAPITAL I� OVE. O,C?Q f QTR'S b NOTICE,-�-ALL CQNCRETE FORMS AND FE)t3TlNG$Mfl ISEFi>RE POURING ` x. P, 44 IT V010 SIX MONTHS AFTER'k�ATE 'JJNG MATERIAL;RUBBISH AND 0EBAi'S.FROM THICTiS WORK MUST J�tOT 13E PLACI~D,IN PU$G,C SPACE;ANQ MUT BE. PL RE UP ANF�ALh 1111111 - D LEI?AWAY BY EJTMEITHERGOhJTRA3R 12R OWJ Bul .A .URE THE MECHANICS L�E.I�i 1�AA�Af CAN: tsu I N `�" EQPE tY C WNEt PAIYING TWICE,FOR BUJL.Pj"Oi JMPOOOME.NT .'!, Axa t ECS.ACCORDING'TO.APPROVED.PLANS WHICH ARE PART OF THJS PERJV1iT AND SllBJTO t} R VJ '1kTJttt'JAPPJA$LEPROVISIONS O LAW.' I . OW% AT TIC BEACH BUILDING E)EPARTMENT m PES: $10.-()0 APMICATIDN FOR VIED, PEFMT CITY OF AUAMIC EEMI PRDPERTY CANER Nam.. /An_._..._g l!',�5' Day Ptione Address c d),, Zip-, APPLICANT, IF CYMM THAN WER Name: L _ �, �(1q, ,s Day Address: Zip_ JOB Address or Location: 3 e2C c-o ec, C(.�Zr w Legal Description: Is well to be used for drinking purposes? dl�� Any, person, individual, corporation or other entity receiving a permit as provided in Section 22-40 of the Atlantic Beach Code, and who plans to use water from the permitted well for drinking purposes, must first obtain a bacteriological test report from.the State of Florida Health DepartTmt, funiishing a certified copy thereof to the building departxnt of the City of Atlantic Beach. A certificate of occupancy will not be issued until said report is on file with the building department. Department Notes: I agree to comply with regulations stated herein: Signature- '� Date _ CITY OF 4&44t4c Office of Building Official REQUEST FOR INSPECTION Date Permit No. Time A.M. Received P.M. DVo- ,Z 3 / ddress /�/� PBI'N Namowner'y ,QName CC C Contractor BUILDING CONCRETE ELECTRICAL PL MECHANICAL Framing ❑ Footing ❑ Rough Wiring ❑ Rough ❑ Air.Cond.& ❑ ReRoofing Cl Slab ❑ Tem Pgle V Top Out ❑ Heating Lintel ❑ � Fire Place ❑ Pre Fab RA&QY FOR INSPECTIONA-W Mon. Tues. Wed. Thurs. Friday w A.M. Inspection Made r P.M. inspector Final Inspection❑ j Certificate of Occupancy ���GZ� Date 000391 DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH PERF! IT 111FUF2MAT1.011 LOCATION I11F"ORHATIOII FeY mit NumLffai : 1-131 Addretsrst 2233 OCFAHWALK DRIVE SOUTH Pri reit Type: EL,E'CTR IG AL. ATLAN'T'IC BEACH, FLORIDA 3223 C ( ;yr►i; tot Wl .► 1: : TVAII'r)ItA1 Y P( l.I; _ I-EC3AL. I I"I' 1(III (C:unsty. Tyrw : N/A LuLi blocks Stec Lion: Pi kipose d Use-i a.111GLE FAMILY Plat Etr oki Page: 0 i�we111r►q s O f o dN: 0 Sulacdivioion: OCEANWALK VaLimated Value: 11 CO. 00 OWNER INFORMATION -- -------- ,T mp A _ ________,Imps f,V. Cr_)z-31; ; l,C:1. 00 flame:s CARL. REESE Total Fe,- =2- 9210. 00 Addr ea st 2233 OCEAUWALK DRIVE SOUTH Amount, 'Paid: $20. 00 ATLANTIC BEACH, FLORIDA 32233 Da tt_, Paid! t/1'717) Ptic)rye: (904)781-900n 1-9(70n Work Deac. r CS. #G, 50A111I'Ci, ALUM, SE3, 50AMPEI, IPI1, 3W, 230VOI,T, PVC RACEWAY TP02 __.. CONTR AC'ToR(w) AP17L.It AT ION FEES LARRY D." CARTER,'ELECTRIC CO. ;F '= IiER!#IT "� 920. 00 4 tI)s(i0 r WATER IIKPAC'i' FEE 90. 00 ?�)•OC 3E'WE� , IHPACT FEE. $0. 001", p l WATE"W :IETFt arrE). 0011 ,'1, Q•11C Tic RADON GAS 11 $0. 00 Y" RADLI14 .GAB - 5% 1 0. 09 IFI 1 /17/ WATER TAP $0. 00 SEWER TAP - 06 00 HYDRAULIC SHARE 90. 00 RE--I11SPECT f•GE $0. 00 CNGIUEER.ING d+0. 00 OTHER iz►(3r +U(J NOTES: i NOTICE —ALL CONCRETE FORMS AND FOOTINGS MUST BE INSPECTED BEFORE POURING PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE 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 MECHANICS' 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. ATLANTIC BEACH BUILDING DEPARTMENT F CITY OF ATLANTIC BEACH, FLORIDA Approwd by APPLICATION FOR ELECTRICAL `PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE: 19 TAN IMPOR T 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. P, v C's I,-i ri-� (i-/c ELECTRICAL IRM: MASTER E ECT I 1 NAME C04A 4�. ADDRESS: t'1CCe!'.M1.ft.�.[� �R D BOX BLDG.SIZE BETWEEN: RES. APT.( ) COMM.1 1 PUBLIC( ') INDUS.1 1 NEW( 1 OLD( 1 REW.( 1 ADDITION ( 1 TRAILER ( 1 TEMP.4010000SIGNS 1 1 SO. FT. SERVICE: NEW 1 1 INCREASE ( ) REPAIR l 1 FEE CONDUCTOR SIZE AMPS ,.3 IW/ COPPER ALUM. SIMTCH OR BREAKER ..5-0 AMPS PH W 2 I)VOLT l� RACEWAY IST.SERV.SIZE AMPS PH W VOLT RACEWAY FEEDERS NO. SIZEIND. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL 0.30 AMPS, 91.100 AMPS: SWITCHES I�ICANDESCENT FLUORESCENT&M.V. re FIXED 0.100 AMPS. I OVER APPLIANCES BELL TRANSF. AIR H.P.RATING H.P.RATING OONDITIONING COMP.MOTOR OTHER MOTORS AMPS CEIL HEAT: KW-HEAT 0.1 OVER MOTORS H.P. VOLTAGE PHS NO. 1 VOLTAGE PHS WWW'LAROUS w TRANSFORMERS: UNDER 600 V. OVER 600 V. NO. v 1CVA KVA NO.NEON TRANSF. JNQ. VA. MA. MOTOR SIZE SWITCH FLASHER EACH SIGN FORWARDED { ``�� CITY OF ATLANTIC BEACH ��\ BUILDING DEPARTMENT j `2233 OCEANWALK DRIVE WE� CTION REPORT 656 JOtLCATIO ATLANTIC BEACH, FLORIDA 32233 PERMIT# OCEANWALK FLORIDA COMMERCIAL CONST. SUP90419396-6689 OWNER NAME PHONE ELECTRICAL TEMPORARY POLE MUNSON & BRYAN ELECTRICAL CO. SINGLE FAMILY LEGAL DESC: LOT BLOCK SECTION PERMIT TYPE All CONTRACTOR CS, #6, COPPER, SB, 50AMPS, 1PH, 3W, 240 V&&c o'&CEWAY 12 FINAL ELECTRIC AM WORK DESCRIPTION INSPECTION REQUIRED INSPECTOR DATE INSPECTED -�- j!_ BY �ti-� APPROVED �- REJECTED COMMENTS .n ;v f CITY OF Office of Building Official REQUEST FOR INSPECTION c Date Permit No. Time A Received P.M. District No. J Address t Locality Owner'a ,,.nom Name d::Z �C ntractor BUILDI G CONCRETE ELECTRICAL PLUMBING ME ANICAL Framing Footing ❑ Rough Wirin Rough ❑ Air.Cond.& p/ Re Roofing ❑ Slab ❑ Tel ❑' Top Out, Heating f")/I,i tel ❑ `�'7L � S�'�� Fire Place (l,�` ❑ (� Pre Fab FO NS TION A:M: Mon. Tues. Wed. ' Thurs. Friday p T—S A.M. Inspection / P.M. Inspector ( may Final Inspection❑ Certificate of Occupancy Date JADDRESS_ c� -_`�' -- - - ------------- CONTRACTOR_`^,- ___________ OWNER _____ BUILDING_ MECHANICALPLUMBING ELECTRICALTEMP POLE___ __ MISC___________ ELECTRICIAN__________ DATE FAILED DATE fAS§ED TEMP POLE JEA__________ _____-_____ FOOTING ______ ROUGH PLUMBING ----------- --- SLAB FRAMING MECHANICAL/FIREPLACE TOP OUT PLUMBING U ROUGH ELECTRIC � _ ___________ FINAL ELECTRIC FINAL BUILDING ELEVATION SUBMITTED CERTIFICATE OF"OCCUPANCY _______ ____ ----------- DATE ORDERED DATE ISSUED CITY OF Office of Building Official �y {� REQUEST FOR INSPECTION Date_ ! /ems Permit No. ��� Time A.M. Received - P.M. DI ict No. �,2�c� Job Address Locality Owner's NrTe Contractor BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing ❑ Footing ❑ Rough Wiring ❑ Rough ❑ Air.Cond.& ❑ Re Roofing ❑ Slab ❑ Temp Pole ❑ To Out / Heating Lintel ❑ �/_ wQh (%y FirePlace ❑ Fb READY FOR INSPECTION ,[ [ A.M. Mon. Tues. Wed. Thurs. Friday P.M. a �- A.M. Inspection Made P.M. InspectorFinal Inspection❑ Certificate of Occupancy Date CITY OF ATLANTIC BEACH BUILDING DEPARTMENT INSPECTION REPORT JOB LOCATION PERMIT# 2234 OCEANWALK DRIVE WEST SUBDIVISION 434 ATLANTIC BEACH, FLORIDA 32233 OCEANWALK OWNER NAME PHONE JAY AND RUTH MANNING (412)835-3344 LEGAL DESC: LOT BLOCK SECTION PERMIT TYPE w^ CLASS OF WORK >. 18 TI BUILDING w CONTRACTOR PROPOSED USE NEW z� CARL REESE SINGLE FAMTL' aWORK DESCRIPTION k�. CONSTRUCT DWELLING AS PFAt ,PFcjt� S INSPECTION REQUIRED 3 SLAB AM 0Allk DATE INSPECTED ;I -Z 3 BY_�GC4v`~ APPROVED REJECTED COMMENTS .ti CI,tT�Y_ OF B n&` •d Office of Building Official REQUEST FOR INSPECTION .r Date ` Permit No. Time ` A.M. /j� Received P.M. ` District N _az1'` /ttt,,pp/Ajdd�re(s��]s � /j Locality Name Owner's `J( Contractor �E BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICA Framing ❑ Footing ❑ Rough Wiring ❑ Rough Air.Cond.& ❑ Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating Lintel ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION A.M Mon. Tues. Wed. Thurs. Friday A.M. Inspection Made P.M. Inspector ` �+ Final Inspection❑ Certificate of Occupancy Date CITY OF r-& office of Building Official �\1 REQUEST FOR INSPECTION gate � Permit No. ime A.M. eceived, P.M. District No. obAddress Locality iwner' lame C"� Contractor IUIWING CONCRETE ELECTRICAL MBING MECHANICAL raming ❑ Footing ❑ Rough Wirin ❑ Air.Cond.& ❑ e Roofing ❑ Slab ❑ Temp Pole p Out ❑ Heating Lintel ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION Aon. ues. Wed. Thurs. Friday P.M. p A.M. ispection Made — v P.M. ispector Final Inspection❑ p - Certificate of Occupancy Date CITY OF ATLANTIC BEACH 4 " BUILDING DEPARTMENT INSPECTION REPORT JOB LOCATIONPERMIT# 2234 OCEAMWALK DRIVE WEST 434 SUBDIVISION + : ATLANTIC BEACH, FLORIDA 32233 OCEANWALK OWNER NAME .TAY ANt} ##JN MANNING PHONE (412)835-3344 U cr W LEGAL DESC: LOT BL20 SECTION PERMIT TYPE w I I CLASS OF WORK BUILDING aCONTRACTOR PROPOSED USE NEW z CARL REESE SINGLE FAMILY z a WORK DESCRIPTION CONSTRUCT DWELLING AS PER PLANS Iy ' INSPECTION REQUIRED INSPECTOR low 1 FOOTING PM DATE INSPECTED -3-S BY APPROVED REJECTED El COMMENTS _ CITY OF ATLANTIC BEACH BUILDING DEPARTMENT INSPECTION REPORT JOB LOCATION 2234 OCEANWALK DRIVE WEST PERMIT#SUBDIVISION 434 ATLANTIC BEACH, FLORIDA 32233 OCEANWALK OWNER NAME JAY AND RUTH MANNING PHONE (412)835-3344 LEGAL DESC: LOT 1 BLOCK SECTION I PERMIT TYPE CLASS OF WORK BUILDING tVk CONTRACTOR CARL REESE PROPOSED USE NEW SINGLE FAMILY WORK DESCRIPTION CONSTRUCT DWELLING AS PER PLANS INSPECTION REQUIRED 4 COVER-UP INSPECTOR AM DATE INSPECTED ' ©- Y az4zz::j;4. APPROVED ❑ REJECTED ❑ Awl COMMENTS �/ - /f 00, AR iA • t.. DF.PARTMENi OF8W1. 331Ni CITY C)F ATLANTIC BEACH w Psalm` iuroNoAifit,`.'------ LOCA ION INFORMATION, a i Adl�ra�►t "I : ICANMlA1..K DRIVE 'W7_. i I ISCL AI! CA a0.TUA1' T C BEACH, FLORIDA DA 223 s ARE DZSCRIPTrom yrzA' trot:` ettisn repow-0 l i s t iumaLs r, Mat Y, lot 809lr Pg : b me a t Q 0 $U' dJ a' 0 f OC 'A#WALK * ak,fmsto ! # ��►� IN"F'O1RMATIQN 44 CARL �RgXSV Ta a �4« G Q Ad0ar•;�woI I I IE AWWA�..R DRIVE VE I!� S' a: A `I<:ANT I l BIAGH, - 'L.tRtA - � pL CAT ION ,F"RRS AIR PER T' 4.{ 4 Arl v a vas �Rp , pwy C . t S. Q. 0400 `R 3/44Nt ej so.00 HYDRAULIC' N N .Off} ,Feeow !.Q . ` 00 ' ' IERNt , NO S: F R t 5 a t t � ij NOTICE-;'AtL COLICA#.Tf FQRMI$AND FOOTINGS MUST RE tN*PM6*1 b B FARE POURING PELM1T UOId SIX MONTH$AFTER DATE`OF tSUE `d t 8,t)iLDtNO,MATERtAL,,RUBBIS,H AND DEiRtS,FROM THIS WORK'MUST NOT BE PLACED IN PUBLIC SPACE,AND MIST 8E ' C ABED UP�ANl�. IAULEC AWA �B Et f HSR CONTE ACTOR OR OWNER. s� f E A Lt[fi �'CJ.COMPLY ITH THE''MECHANIGS' �;:r�'ry LAW CAN RESt�LT IN �n TO A;P'RQVED PLANS WHICH ARE PART OF:HIB pEI�MIT AND SUSJECt TO RE ATCflN �©R , t;r,Aw BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH ATLANTIC BEACH, FLORIDA SfaSS APPLICATION FOR MECHANICAL PERMIT CALL-IN NUMBER IMPORTANT-- Applicant to complete all items in sections I, II, III, and IV. 1. �z 'J y l J G C1.Vim.. WC, LOCATION Street Addr.ss OF IManettieq Streats: Ioween 5 C' And�(9C } "' BUILDING Sub-division 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 attacQpd plans end°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 s r Conbactm (Print, a_w Ga Mastar .. '•, t 1 ' Name of hoperty Owner �- Siynature of Owner Signature of or Authorised A90 �, _- Architect or Engineer 111. 00411111VAL OWORIti+lAT1Ci1! . mom A. Type no{ B. C�yIS OTHER CONSTRUCTION BEINq DQX9 ON EIsClllt THIS BUILOING OR SITE? O 9W—El tt Wmar Utility IF YES, GIVE NUMBER OF CONSTRUCTION Q OII PERMIT 4-1 _3 q. n+ � r it cwt rri r,rr. IV. NgIIIE'IIO NATti 0 ORK Ifi1kl. (P Est of ampasei oa bad of Phis esidential or ❑ Commercial O Saaele d 1 O floor New Building O Room C111110111,11,11111 , ❑ Existing Ilding puef SyNem. Mefon� rT�hieknatr_ El R aeement of existing system Mesimsun �i New Installation(No system previously Installed) O k x ❑ Extension or add-on to existlr**yet" Other — Specify © Cti1E" Memos C 0q.p.nl. Q pHs "Woo rs: NuffAw a� � Q Elswte► O Mallitr 'J Ess l+ttor (nurn6w) THIS SPACE POR 0H4= us K. r�, T�.�.�.r w -rr ItIwItllwl, RaMarts 13 Itlnrl p llafir+�P��+►r " O EsEsss Permit Approved by 0 OMIsr Specify LINT ALL EQUIPMENT AM C Mi MOMG AND AWRIGERATION EQUIPMENT C&yam!tY AVPMVft lhobstugom Dem"VUea Model Number Manufacturer (TOW !MA"tQM - PI MAW, It PLACES AWMVWS ] t l Model Number Maautaalulreir a� TANKS Iie*►1ltatsy 1111101 Wlps111W Type Liquid Name silt Serial aed DVA=doas contain" Main No. :0004: 4 r P yq /�� � wre*rt.,M4"{�C4eiY%f�'%!� '"� � #�1����.�'r� r,ns...•.w�. i t k fi 'Wok era .: ► RUTH, "A . t- rIC Vo TM W+ o � * ++' T /0 ��' Baa '3o- + 4fFM Af E i x 00 �.. � *"�k"� r u. d 77 ££ 'NOTICE jA .L CQNGI'iETlR I+ I W� FoOtIWG 1 1),S" `tl l t l .� 's C'�Ft. .#�t�Ra IC y ", I?IlRM#Tl- S r BIJ '{?tE a MATERIAL,"RUBBISH'Al p D 6JRI-SI*.K�OM 7 7,18 It1�o HAUS? NOT.�Er f�Iv�X ��3 J�F�U�t�1C 5I��C�,AND'MUST BE ,RB.CS t1i?ANt3.H lU.L:BD Al WAY BY,El' l-ER`fQNTR TORO} CQOMPLY � HA CAN R E'. , L f t 1 "FCP" .t # PY1 + `TV� t ,B11 ..� II�PItV11AET ;.'' e . o iE a` } t t .ACQRQItVE Tt?1�PPRQVIrQ PI.AMS tACFItCH AR �4RT ?I: =11 PI +1 AIV3U'# GT T13 RYi�C,4i }IV a°I*tR . S✓t ''i#fl�F� �=P�'I.fi��11�tEN ,�RA�/181�N�"+�7�f�,+AYIf tit NGFAITME' NT t Xr� i � r 4 APPLICATION FOR WATER METER DA CON RACTOR:-- - _-- = ------------------------------- �. BILLING ADDRESS:_______=- -- ---------------------------- r SERVICE ADDRESS: �-7 � �C��-G��12'l'� G�""E"" � ------------------------------------------------- LOT:_,_ ---BLOCK:_______UNIT:_____SUBDIVISION&_eCL�i_�_4.._I - ACCOUNT NUMBER: METER SIZE: I HEREBY REQUEST THAT A WATER METER BE SET AT THE ABOVE SERVICE ADDRESS. 11 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, VALVES, LINES, AND ANY PARTS THEREOF, UNTIL PERMANENT WATER SERVICE HAS BEEN ESTABLISHED BY THE CUSTOMER. ��-- ---- ----------- C.OiN AC OR CITY OF Ar ANTIC E CH APPLI (3ATION FOR BUILDING PERMIT CITY OF R E Q U I R Er 1) S U DO I I I TTA L S occ7d, 711;OCEAN BOULEVARD Each application f c r 'L-Ja i I d i n g P.0.DOX 25 permit -r"i I I be accompanied b y ATLANTIC BFACH,FLORIDA 32233 two complete seta of plans, including TFLETH 04)249-2.395 a detailed site p1nn indicating location of utilities, parking, size of yards and other pertinent data ; one set of Florida Energy Efficiency Code rjje,^ts; recent survey (on new construes' SCHEDULE OF INSPECTIOTIS Requests for inspections will be accepted from 8:00 M 4:00 P11. All inr.pectiGns will be made the following Wo g day. 1. Footing 2. Rough Plumbing 3. Slab 4. Framinqi, Rough Electrical, Mechanical, Top Out Plumbing, Fireplar:-,e 5. Final Inspection 6. Issuance of Certificate of Occupancy OthTr inopectionz-, mny be required in certain situations. Building card 11AUST be posted or no inspection will be made. Pour no concrete or cover any work until building cnrd i r-3 SIGNED by the inripector. You will be required to U110011/kIr any work that has not been 111 s P e c L P d. In caoe of Y 1. d inapec tion, $10. 00 re-inspection fe'7 m".1st prior, to calling for re-inspection. f C3-IT 0 l'o t -Clock 4-----------ecLion 71 G'0 C E A':13 0 U,1,E VA R 1) P.0.13OX25 ATLANTIC BEACH, 110RIDA 32'33 1:-d iv i r;i 0 -K TELEPHONE(90 1)2,19 2395 L;trec.-L N.-ImeaDESCRIPTION OF WORK ol. ;?341 &-e-/ J If in a FLOOD HAZARD FIC-jod page 3. Brief Description: -------------------- Class of Work: (clew/Remodel/Addition)- ,veall ZOINING iflFORMATION Type of Zo;ling r C,1)o"-3 C?d District: Use: Estimated ValueL E 1,t i o n or Materials: %7 y_, a 11 C-, G 17 ant:'-d: f r).r i I I C.d Ground: ✓ Roof: Method of /,Y)/4,j Phone 3351 g ------------------------------------ I C-1 A -Al .2t I ------ --------------------- 14------------------------ zip: 1A,F LCT, Contractor : -711 -------- -------------- Phone:-------------- A d d i.-c2 L7 c, 0. -------------------------------------- - ....L4 ------ Ft— : ------------------ Zip ----------------- Expiration Date In c,()nsidc-ration of P--r'mit given for doing the baric as ibed t I I o Z=.h c) c, stat 1-1 t, we hereby agree to perform said vork in -a c -d�) '1,4 C'.I I I).( !-;,-e with the attaches( plans and specifications y are -c -3 F1 Port h( re, and :in accordance with all rules and 1 -?gul of Lhe City of Atlantic Beach. 0'," Y, S i c n 1 u r e Date Contractor' Si q n a U.17 C, - -- ------------------Date— FLOODPLAIN DEVELOPMEIQT INIFOR IATION Type of Development : _ '� New Building Alterations to Existing Building Flood Zone Required Floor Elevation _ Actual (as built)Lowest Floor Elevation 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 elevation is equal to or above the base flood elevation estab�is zed for that zone . No Zonal Inspection will be made and No Certificate of Occupancy will be issued until the survey is on .file with the Building Department . C011ITENT S Applicant acknowledgement : I understand that the issuance of this permit is contingent upon the above information being, correct: <ind that the plalis 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 Is Signature ------------------------------------------------------------------------ Department Use Survey filed with the Building Department on Certified Lowest Floor Elevation Required Lowest Floor Elevation Building Department Repr.esentaLive Address Heated Square Footage .1 a 3 @ $ ' per sq ft = $ g per s. ft = X5 3. 6'v Garage/Shed ,s'1/ @ $ q $ `fir " = C Porch :5eA e*w,,e ?'6 9/ @ $ �� Per sq ft = $ /o��, ay Deck .3G 2, @ $ t0 9 v Per sq ft = $ �� 'y 9 Patio -Q @ $ ? .20 per sq ft = $ 6a 0 TOTAL VALUATION: $ ! d s o? 7 �• �� Tota a uation lst $-ZUO, 6100 Remainder Valuation / per thousand or portion thereof va --------------------------------------------� Total Building Fee $ o? ADDITIONAL PERMITS and/or FEES REQUIRED + k Filing Fee $ ��a2 dl4lechanical fireplaces @ 15.00 $ / � BUILDING'PEFMT FEE $ *'Plumbing ✓,lectric/New ------------------------------------------------- alftectric/Temp Septic Tank BUILDING PERMIT $ jel . 0040 Well WATER METER CHARGE $ Sti:,rinining Pool SEWER IMPACT FEE $ / d Sign WATER IMPACF FEE $ 390 . 00 �3ater Connection MISCELLANEOUS�-QS $ -Sewer Connection 7,0$ -'W'O"ater Meter $ ,elevation Certificate 3� GRAND TOTAL DUE $ l� �/ .3 --------------------------- ------------------------------------------------------------------ CALCULATIONS and/or NOTES .. 1 e ! City of Atlantic Beach Fixture Unit Worksheet for Water Impact Fee i 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 FIXEDIAT TWENTY DOLLARS PER FIXTURE UNIT CONNECTED TO THE CITY WATER S�STEM. ' ___//BATHROOM GROUP CONSISTING OF ___r_SERVICE SINK TRAP STAND WATER CLOSET, LAVATORY & BATH i (8) TUB OR SHOWER STALL (6) ___!' WATER CLUSE:1' VALVE WA'T'ER 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) I LAVA'T'ORY ( 1 ) ___ � COMBINITION SINK AND TRAY (3) _WASHING MACHINE (3) _____POT, SCULLERY SINK (4) ___,f DISHWASHER (2) ____'WASH SINK EACH SET OF fFAUCETC (2) ___KITCHEN SINK (2) ' DENTAL LAVATORY ( 1) _ KI'T'CHEN SINK WITH WASTE GRINDER (3) ----..'.DENTAL UNIT OR CUSPIDOR (1) BIDGET (3) -----URINAL STALL, 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 I -SHOP (2) -_ ____ LAVATORY, SURGEONS (2) SURGEONS SINK (3) �[_`ICE MAKER ( 1/2) ____i WET BAR (2) ee � TOTAL FIXTURE UNITS_,�7 _ _ @ $20. 00 EACH 1 _, JOB IN FORMAT ION ,a _ X_. --------------- --------- ' i i i . ENERGY DATA SHEET FOR DUVAL COUNTY NAME: CARL REESE & CO. , INC. DATE: 1/20/89 JOB ADDRESS: 2234 OCEANWALR DRIVE W. EPI:99.67 1. Type Insulation In Walls: 2X4 WOOD FRAME R: 11 2. Type Insulation In Ceilings: BATTS/BLOW R:19130 3. Type Insulation For Wood Floors: N/A R: 4. Concrete Slab Edge Insulation: NONE R: 5. Insulation Around Ducts: R5 In Conditioned Space: 6. Type Heating System: HEAT PUMP COP:2.8 7. Type Cooling System: HEAT PUMP EER:8.5 8. Type Hot Water Heater: ELECTRIC Efficiency: .88 9. Type Glass in Windows and Doors: DC 10. Type Exterior Doors: WOOD 11. Are the dimensions of all windows and doors shown ? YES If not, this is required either on the floor plan, elevations or in a sch. 12. Size of Roof Overhang ? 2, 9.3, 14 13 . Ceiling Fans in All Bedrooms and Primary Living Areas ? NO 14. Is a Multi-zone A/C System to be used ? NO 15. Cross Ventilation in Main Bedrooms and Primary Living Areas ? NO 16. Is the Building Oriented on the Plot Plan with Compass Direction ? YES If not, draw in on Plot Plan. 17. Is there a Whole House Fan (Attic Type Fan with a CFM Rating of 3X Condition Area ?) NO 18. Infiltration Package # 1, # 2, # 3 ? 2 19. Attic Radiant Barrier ? NO (See 9E) I certify that the above is the correct data used to calculate the EPI on the Energy Form submitted, and will be incorporated in the subject job. Signed: PREPARED BY ENERGY DESIGN SYSTEMS 2875339 FORM 900D•86 DESUPER HEATER, HEAT RECOVERY UNIT (HRU) WATER HEATER EFFICIENCY CERTIFICATION TESTS CONDUCTED IN ACCORDANCE WITH ARI 470-80 WITH FLORIDA REGULATORY MODIFICATION LABORATORY: Applied Research Laboratories REPORT NO. 27636 DATE OF TEST May 12, 1986 REPORT APPROVED BY Dr. Moe Majordy, D. SC., MANUFACTURER Energy Conservation Unlimited, Inc. MODEL NO. DS06 CONSTRUCTION TYPE tube in tube t RECOMMENDED FOR USE WITH REFRIGERATION SYSTEM CAPACITIES 11/2 to 6 TONS DESIGN PRESSURE: WATERSIDE 58.0 PSIG REFRIGERANT SIDE 210.0 PSIG TEST RESULTS AT STANDARD CONDITIONS: TEST REFRIGERANT DESIGNATION R-22 TESTED AT SYSTEM CAPACITY 3 TONS TOTAL SYSTEM HOT GAS SUPERHEAT 7435.8 BTUH TOTAL USEFUL HEAT EXCHANGE EFFECT 5381.3 BTUH WATER PUMP INPUT 35 WATTS NET SUPERHEAT RECOVERY 72.37 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM 900-A-86 SECTION 9 — RESIDENTIAL POINT SYSTEM METHOD CLIMATE ZONES REVISED: 1/87 DEPARTMENT OF COMMUNITY AFFAIRS NORTH 1 2 3 This form may be used to demonstrate compliance with the Energy Code for new single-family detached or multifamily attached dwellings under Section 9.An alternative to this method for single-family detached dwellings,and multifamily attached dwellings of three stores or less,is provided in Section 10.Multifamily attached dwellings greater than three stories must comply under Section 9 or 5.Additions to existing residential buildings must comply under Section 9 or 10.Additional information may be obtained from your local budding department or the Department of Community Affairs,Energy Code Program.2571 Executive Center Circle East.Tallahassee.Florida 32399. PROJECT NAME BUILDER: Car I Aep­se- 4 AND ADDRESS: PERMITTING CLIMATE 1 ❑ 2 ❑ 3 OFFICE: ZONE: OWNER: irkprUrVt►t,"i, NO.PER: (� JURISDICTION � ' I U NO.: (� NEW CONSTRUCTION ® IF MULTIFAMILY,NUMBER OF CONDITIONEDSD. GLASS AREA AND TYPE UNITS COVERED BY FLOOR AREA d FT CLEAR TINT,FILM,SOLAR SCREEN TAL: ADDITION ❑ THIS SUBMIT LENGTwERHANG �.® F SINGLE- NE IST SO. SINGLE L SO MULTIFAMILY ATTACHED ❑ CHECK IF THIS SUBMITTAL � I I FT. PANE FT. REPRESENTS A WORST CASE PORCH OVERHANG .® DOUBLE-�❑SO. DOUBLE- S0. SINGLE-FAMILY DETACHED® CONDITION: ❑ LENGTH 0FT. PANE I IuI I SS I FT. PANE FT-MFT. NET WALL AREA AND INSULATION MASONRY R = FRAME R = T STEEL STUD R = LOG R - so FT �.❑ IFTJ f m I I I 1 11 so [11 CEILING AREA AND INSULATION FLOOR TYPE AND INSULATION so so E=FT-1 NDERATTC R = SGL ASSEMBLY R = SLAB PERIMETER R = RAISED:WD C CON❑ R D I � Slsl © �� M I = I I I DUCTS COOLING SYSTEM HEATING SYSTEM HOT WATER SYSTEM INLICENTRAL ❑ NONE ❑ ELECTRIC STRIP Lel HEAT PUMP F 7 ELECTRIC ❑ SOLAR UNCONDITIONED SPACE R = ❑ ROOM ❑ NATURAL GAS ❑ OTHER FUELS ❑ NATURAL GAS f7HEATRECOVERY El® PACKAGE TERMINAL ❑ ROOM UNIT OR ❑ NONE ❑ OTHER FUELS DEDICATED HEAT PUMP IN COON 17IRNED AIR CONDITIONER PACKAGE TERMINAL EF = .® SF/EF = ❑.❑ HEAT PUMP SPACE❑.❑ SEER/EER = ENE COP/AFUE _ [120EF OF BEDROOMS = ❑ INFILTRATION t ) D 1 1 1 g 1 d 1 I at.. I D X PRACTICE USED T 1OO = LL919- #1 �/I 2 ❑ #3 TOTAL AS-BUILT POINTS TOTAL BASE POINTS CALCULATED E.P.I. U� CALCULATED ENERGY PERFORMANCE INDEX MUST NOT EXCEED 100 POINTS. In accordance with Section 553.907 F. ,I hwyby certify that the plans Review of the plans and specifications covered by this calculation indicates and specifications covered by this tie` re In compliance with the compliance with the Florida Energy Code.Before construction is completed,this Florida Energy Code. ,<. building will be inspected fo► pliance i with Section 553.908 F.S. r OWNER/AGENT: �'�--- BUILDING OFFICIAL: DATE: A?J- DATE: /-J/- SA I IPT MEAS RE mej or exceededall"dences.1 COMPONENTS R9QUIREMENTS WINDOWS 904.1 MAXIMUM OF 0.5 CFM PER LINEAR FOOT OF OPERABLE SAH CRACK. EXTERIOR& 904.1 MAXIMUM OF 0.5 CFM PER SO.FT.OF DOOR AREA. INCLUDES SLIDING GLASS DOORS,SOLID CORE, ADJACgNT DOORSPANEL, INSULATED, R GLASS DOORSONLY. EXT:JOINTS& 904.1 TO BE CAULKED,GASKETED.WEATHERSTRIPPED OR OTHERWISE SEALED. CRACKS MUST BEAR LABEL INDICATING COMPLIANCE WITH ASHRAE STANDARD 90 OR COMPLY WITH EFFICIENCY AND WATER HEATERS 904.2 STANDBY LOSS REOUIREMENTS. SWITCH OR CLEARLY MARKED CIRCUIT BREAKER(ELECTRIC),OR CUT-OFF (GAS)M-UST-BE PROVIDED. AN EXTERNAL OR B I T4N HEAT TRAP MUST BE PROVIDED. SWIMMING POOLS 904.3 SPAS& HEATED POOLS MUST HAVE COVERS(EXCEPT SOLAR HEATED). NONCOMMERCIAL POOLS MUST &SPAS HAVE A PUMP TIMER GAS SPA& POOL HEATERS MUST HAVE MINIMUM THERMAL EFFICIENCY OF 75%. HOT WATER 904.4 %SJLTCyISFE1, IFE✓CNLYrCRnECFC;IAT'%GSYSTS'11S,%CL'.D".GHEE,--EC';EnYU%ITSi%Si CH CASES�1'PI1.Gt-EATLCSS PIPU SHALL EE''MITEi TC t'5 BTJ H LI%EAR'rCCT C ?- WER HEADS 9045 WATER FLOW MUST BE RESTRICTED TO NO MORE THAN 3 GALLONS PER MINUTE AT 20 TO 80 PSIG. HVAC DUCT 903.2 CONSTRUCTED IN ACCORDANCE WITH INDUSTRY STANDARDS&LOCAL MECHANICAL CODES, DUCTS IN ICONSTRUCTION 904.6 UNCONDITIONED SPACE MUST BE INSULATED TO MINIMUM R• 4 2&JOINTS MUST BE m o HVA TROLS 4. SEPARATE READILY ACCE SIBLE MANUAL OR AUTOMATIC THERMOSTAT FOR EACH SYSTEM. 904 9 GS-�' INSULATION 1 EPI= 99. 67% FLORIDA ENERGY CODE SECTION 9 NORTH ZONE 1, 2, 3 900-A-86 CARL REESE & CO. , INC.SUMMER CALCULATIONS 2234 OCEANWALK DR. W AS BLT SMR. GLASS BASE SUMMER GLS DBL SOF GLASS ORNT. AREA SPM BASE PTS ORIENT. AREA CLR ' (9B) SMR PTS N 145 38. 3 5554 N 69 38. 3 0.91 2405 NE 57.7 0 NE 57 .7 0 E 76 79.7 6057 E 50 79.7 0.92 3666 SE 79. 1 0 SE 79. 1 0 S 36 66.2 2383 S 12 66.2 0. 60 477 SW 79. 1 0 SW 79. 1 0 W 241 79.7 19208 W 34 79.7 0.86 2330 NW 57.7 0 NW 57.7 0 H 66.2 0 H 0 267. 0 1.00 0 E 7 79.7 0. 39 218 E 7 79.7 0.80 446 E 12 79.7 0.73 698 N 76 38 . 3 0.87 2532 W 92 79.7 0.47 3446 W 115 79.7 0.92 8432 S 24 66.2 0.77 1223 0 0 0 COND TOTAL BASE BASE ADJUSTED AS BUILT FLOOR GLASS ADJ GLASS GLASS GLASS AREA AREA FACTOR SBTOTAL BASE SP SUBTOTAL . 15 2192 498 0. 66 33202 21921 25873 AS BLT COMP. SUM PT BASE COMP. MULT. SUMMER DESC. AREA MULT. SMR.PTS. DESC. AREA (9C-9G) POINTS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . WALL WALLS EXT. 1395 0.90 1256 0 ADJ. 137 0. 70 96 EXT2X4 Rll 1395 1.7 2372 ADJ2X4 Rll 137 0.7 96 0 DOORS DOORS EXT. 76 7.70 585 EXT WD 76 7 .7 585 ADJ. 19 2 .90 55 ADJ WD 19 2 .9 55 0 CEILINGS CEILINGS UN.ATC. 2192 0. 60 1315 UNDRATC R30 2101 0. 6 1261 SGL.AS 0. 60 0 SGLASMB R19 165 1. 8 297 KNEE R19 263 1. 1 289 FLOOR FLOOR SLAB 239 -37. 00 -8843 PERIM. R-0 239 -41. 2 -9847 RAISED -3 .99 0 0 0 0 INFIL. 2192 8 . 00 17536 # 2 2192 8 . 0 17536 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . TOTAL COMPONENT BASE SUMMER POINTS TOTAL AS BUILT SUMMER POINTS TOTAL 33921 TOTAL 38517 COOLING TOTAL BASE AS BLT DM CSM CCM AS BLT SYSTEM BSC CSM BS PTS CLG PT SMR PTS ' (9H) (9K) (9L) CLG PTS . 46 33921 15604 38517 1. 12 0.40 1. 00 17256 HOT WTR NBR BASE BASE AS BLT NBR HWM HWCM AS BLT SYSTEM BDRMS HWM HW PTS HW DES BDRMS (9M) (9N) HW PTS 3 3803 11409 ELECT. .88 3 3803 0. 58 6617 SUMMER POINT MULTIPLIERS (SPM) 98 SUMMER OVERHANG FACTORS(SOF) For single and double pane glass. CLIMATE ZONES 12 3 ► OH RATIO 0- ?; 12- '% 18-26 21- 35 36-46 47-57 58- %0 ?1-83 84-1 18 1.19-1 72 ' 73-2.73 2.74+ N 0 ga 9 (87 83 '9 76 72 69 63 56 50 I NE NW t 0 34 91 86 80 75 71 67 63 55 48 .42 w o EW '0 95 .92 86 C75 68 63 57 47) 31 N S6SW 10 93 90 82 74 66 60 54 41 39 .32 .27 1 S 1 0 91 .86 .7 1 68 54 51 1 45 1 39 .35 31 10,OH LENGTH*1 0 ft. 1 ft. 1'h It. 1 2 ft. t 3 It, 3'h ft. 1 4'h ft. 1 5'h ft I 6 ft. 9 ft. 14 ft 20 ft,+ *To select by Overnarg Lerg!s -o cart of glass srail be more?car e tl.below;re overnarg OVERHANG RATIO= OH LENGTH OH H I NT L le L H L H F1 H 9C WALL SUMMER POINT MULTIPLIERS(SPM) CONCRETE BLOCK FACE BRICK FRAME INTERIOR INSULATION EXT.INSULATION R-VALUE WOOD FR LOG WOOD NORMAL WT. LT. WT NORM LT. WT. 0- 6.9 2.4 6 INC -VALUE EXT ADJ R-VALUE EXT ADJ EXT EXT EXT 7- 10.9 .6 R-VALUE EXT 6.9 5.5 2.2 0• 2.9 2.2 1.1 1.7 2.2 1.7 11 - 18.9 .4 0.2.9 1.5 7-10.9 2.1 .8 - 4.9 1.3 8 1.0 .8 .7 1 19-25.9 .2 3-6.9 1.0 11 -12.9 C1 5- 6.9 1.0 .7 .8 5 .4 26& U .1 7&U .8 13-18.9 L5 6 7 10.9 .7 .5 6 .2 R-VALUE BLOCK 8 INCH 19.25. .9 .4 11 - 18.9 .4 A .4 11 0-2.9 1.0 R-VALUE EXT 2 1 -25.9 .2 2 2 3-6.9 0.2.9 1.0 TEE 26& U t .1 1 7-9.9 4 •6.9 .7 -VA UE EXT ADJ 1 10& Up 2 7&Up 0- 6.9 76 2.8 7. 10.9 3.5 1.3 11 -1 .9 2.7 1.0 9E CEILING SUMMER POINT MULTIPLIERS(SPM) 1 -1 2.5 0.9 NDER ATTIC SINGLEA EMBLY CONCRETE DECK ROOF 1 01 R-VALE SPM R- -SP 2 O a SUE SPM CEILIN TYPE t 2 19•21.9 1. 10-10 9 2.9 R-VALUE DROPPED EXPOSED 22-25.9 .9 11 .12.9 2.6 10- 13.9 3.2 3.5 26-29.9 13-189 2.4 14.20.9 2.2 2.4 30-37.9 19-25.9 21 &Up 1,5 16 38&Up 12 9D DOOR SUMMER POINT MULTIPLIERS(SPM) DOOR TYPE EXTERIOR ADJACENT 9F FLOOR SUMMER POINT MULTIPLIERS(SPM) SLAB-ON-GRADE RAISED RAISED WOOD WOOD Q 2.9 E PALLNIML TION CONCRETE (See 903.2(e)) R-VA E P R-VA E $Phil R-VALUE SPM INSULATED 8.5 3.1 41 0- 6. -1.0 -49 -372 3.4. -1. 7. 10.9 -11 5 6 2 5-69 -1 11 . 18. -1.0 7& U I -357 7& U -13 19& Up 9 9G INFILTRATION SUMMER POINT MULTIPLIERS(SPM) 9H DUCT MULTIPLIERS(DM) INFILTRATION PRACTICE R-VALUE With Retum W/O Return SPM Air Du Air Duct (See Table 9P) 42-49 1 14 1.10 PRACTICE * t 102 50-66 ! t i2 1 08 PRACTICE '2 8.0 6.7&Up log 1 16-6 PRACTICE 3 52 DUCTS IN CONDITIONED SPACE 100 1 100 3- WINTER CALCULATIONS AS-BLT. WTR. GLASS BASE WINTER ORIENT. GLASS DBL. WOF GLASS ORNT. AREA WPM BASE PTS AREA CLR. ' (9B) WTR. PTS N 145 7 . 3 1059 N 69 7.3 1. 13 569 NE 0 4 . 6 0 NE 0 4 . 6 0 E 76 -9.2 -699 E 50 -9.2 0.77 -354 SE 0 -22.7 0 SE 0 -22 .7 0 S 36 -28.4 -1022 S 12 -28 .4 0. 67 -228 SW 0 -22 .7 0 SW 0 -22 .7 0 W 241 -9.2 -2217 W 34 -9.2 0. 62 -194 NW 0 4. 6 0 NW 0 4 . 6 0 H 0 -28.4 0 H 0 -57 .7 1.00 0 E 7 -9.2 -0.96 62 E 7 -9.2 0.46 -30 E 12 -9.2 0.28 -31 N 76 7. 3 1. 19 660 W 92 -9 .2 -0. 59 499 W 115 -9. 2 0.77 -815 S 24 -28.4 0.87 -593 0 0 0 0 0 0 COND TOTAL BASE BASE ADJUSTED AS BUILT FLOOR GLASS ADJ GLASS GLASS GLASS AREA AREA FACTOR SBTOTAL BASE WP SUBTOTAL . 15 2192 498 0. 66 -2879 -1901 -455 AS BLT COMP. WTR PT BASE COMP. MULT. WINTER DESC. AREA MULT. WTR.PTS. DESC. AREA (9C-9G) POINTS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . WALL WALLS EXT. 1395 2.2 3069 BRKV Rll 0 3 . 5 0 ADJ. 137 3 . 6 493 EXT2X4 Rll 1395 3 .7 5162 ADJ2X4 Rll 137 3 . 6 493 0 0 DOORS DOORS EXT. 76 15.4 1170 EXT WD 76 15.4 1170 ADJ. 19 13. 3 253 ADJ WD 19 13 . 3 253 0 0 CEILING CEILINGS UN.ATC. 2192 1.2 2630 UNDRATC R30 2101 1.2 2521 SGL.AS 0 0 SGLASMB R19 165 2 . 0 330 KNEE R19 263 2 . 0 526 FLOOR FLOOR SLAB 239 8.9 2127 PERIM. R-0 239 18.8 4493 RAISED 0 1. 0 0 0 0 0 INFIL. 2192 7.4 16221 # 2 2192 7 .4 16221 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . TOTAL COMP. BASE WINTER POINTS TOTAL AS BUILT WINTER POINTS TOTAL 24062 TOTAL 30714 HEATING TOTAL BASE AS BLT DM HSM HCM AS BLT SYSTEM BSC HSM BS PTS HTG P WTR PTS 1 (9H) (9I) (91) HTG. PTS. .59 24062 14197 30714 1. 12 0.50 1. 00 17200 TOTAL BASE BASE BASE TOTAL AS-BLT AS-BLT AS-BL TOTAL COOLING HEATIN HT WTR BASE COOLING HEATING HT WT AS-BLT POINTS POINTS POINTS POINTS POINTS POINTS POINT POINTS 15604 14197 11409 41209 17256 17200 6617 41073 PREPARED BY ENERGY DESIGN SYSTEMS 287-5339 WINTER POINT MULTIPLIERS (WPM) 9B WAITER OVERHANG FACTORS(W0F) CLIMATE ZONES 12 3 �► ON RATIO .0- 11 12- 17 18-26 27-.35 .36- 46 1 47-57 .58-70 71-83 84-1 18 1.19-177-7273 74+ 1 SINGLE PANE GLASS N 10 105 108 1.12 116 1,20 124 1.27 131 1.38 145 151 1 NE+NW 10 109 1 13 1.20 1.26 133 1.39 145 1.50 163 174 1.84 E/W 10 67 50 i6 -20 -60 -95 -1.32 -173 -251 -331 -405 CD I SE'SW 1.0 92 .88 .77 66 .52 .39 .25 10 -.21 -48 -74 +-� S t 0 95 92 .84 74 60 46 1 .29 13 -.24 1 - 54 -.67 Io DOUBLEPANE GLASS N 1.0 1.09 11 1 1.25 1.311.37 142 1.48 1.58 1.69 1,79 1 NE/NW 1.0 115 1.23 135 146 158 1:68 1.78 1.87 2.09 2.28 246 1 E/W 1.0 85 77 4 12 -.05 -.24 .5 -1.29 SE/SW 1.0 93 .90 .82 .72 .61 .51 .40 28 .03 -.19 -.40 1 S 1.0 .96 .94 1 .8 78 6 .55 1 41 27 - -.29 -.40 01OHLENGTH*1 Oft. 1 It1 tt 2 tt 1 3ft 314 tt 1 414 It 1 516 It 614 M 914 tt. 14 It 20ft+ To select by Overhang length.no pan of glass she.be more than Ott below the overhang OVERHANG RATIO= OH LENGTH HH E I H T- ' L IT H L H H I � -L --I a 9C WALL WINTER POINT MULTIPLIERS(WPM) CONCRETE BLOCK FACE BRICK FRAME INTERIOR INSULATION EXT.INSULATION R•VALUE WOOD FIR LOG W NORMAL WE LT. WL OR. VVT-1 LT. WT. 0- 6.9 126 6 INCH R-VALUE EXT AD R-VALE T A EX EXT EXT 7- 10.9 4.2 R-VALUE EXT .9 11.1 10.4 11. 11. 8. 11 • 18.9 0.2.9 4. 7-10.9 4.4 4.4 • 4 7 .1 6.1 5.6 4. 4�VALtUJE 3-6.9 11 -12.9 .7 4. 4. 4.3 .9 1.4 7 .1 13-18.9 .4 7• t 4. 4. .1 BL INCH t 2.2 11 - 18,9 .0 2. 2. 2. 2.2 0-2.9 7.9 R•VA UE XT 1, t. t 1.9 1.7 1. 7 0-2.9 STEEL26& Up 1.3 1.2 t. 7.9.9 3.8 3.6.9 2.2 R-VEXT ADJ 10&up 3.0 1 7 8 Un 1 7 0• 6.9 15.1 13.1 7.10.9 7.3 6.6 9E CEILING WINTER POINT MULTIPLIERS(WPM) 11 -12.9 5.7 5.2 UNDER ATTIC SINGLE AS EMBLY i CONCRETE DECK ROOF 13-18.9 49 R-VALUE WPM R-VALUE WPM CEILING TYPE 1 4.6 4.4 19-21.9 2. 10-10.9 3.2 R•VALUE DROPPED EXPOSED 1 26 1 Up 2.7 2.6 22-25.9 1.7 11 • 12.9 2.9 10- 13.9 2.9 3. 26-29.9 1.4 13- 18.9 2.6 14-20.9 2.0 2.1 90 DOOR WINTER POINT MULTIPLIERS(WPM) 0.37.9 C,.'h 19-25.9 Xz 21 8 Up 1.3 L 38&Up26& Up 1. DOOR TYPE EXTERIOR ADJACENT 9F FLOOR WINTER POINT MULTIPLIERS(WPM) WOOD (1:5:1) 13.3 SLAB-ON-GRADE RAISED RAISED WOOD EDGE IN ULATION CONCRETE See 903.2(e)) INSULATED 16.8 14.5 R-VALUE WPM R•VALUE WPM R-VALUE WPM 0.2. 18. -2.9 9.9 0- 6.9 8. •4. 3.4.9 5.1 7- 10.9 3. 5- .9 7.6 5.6.9 3.6 11 - 18.9 1-_-_-:2.2 7& U 70 78U 2.9 19& U 14 9G INFILTRATION WINTER POINT MULTIPLIERS(WPM) 9H DUCT MULTIPLIERS(DM) INFILTRATION PRACTICE I R•VALUE With Retum W/0 Retum WPM Air Duct Air Duct (See Table 9P) j 4.2-4.9 1 1.14 1.10 PRACTICE 1 1 9 5.0-6,6 .1 1.08 PRACTICE °27 6.7&U 1.09 1 ' 1.06 PRACTICE °3 4.1 DUCTS IN CONDITIONED SPACE 1 1.00 1.00 -5 .91 HEATING SYSTEM MULTIPLIERS(HSM) a C CLIMATE ZONES 1 2 3 SYSTEM TYPE I HEATING SYSTEM MULTIPLIERS Heat Pump ' COP 2.5-2.69 [.4-3.09 3.1 •3.29 3.3-3.49 3.5 -3.69 3.7• U 1,HSM .56 2 _ 48 45 t2 40 .38 -Electric StripHSM 1 1 Gas d Other Fuels HSM 1 0 (See Tajo 9J for Credd Mulh hers PTHP 8 Room Units HSM HSM for COP 22•2,49 - 63. See a v fpr COP 2.49. Minimums:Central Units 2.7 COP PTHP& Room Units 2.2 COP COP means Coefficient of Performance. 9.1 HEATING CREDIT MULTIPLIERS(HCM) SYSTEM TYPE Attic Radiant Barrier HCM 98 Multizone HCM 90 AFUE 0- . 4 .65. 69 - .74 .7 - .7 1 Natural Gas HCM 4 0 Other Fuels HCM 1 .84 .77 72 67 63 59 Where more than one credit is claimed,multiply HCM's together.Enter product on page 4. AFUE means Annual Fuel Utilization Efficiency. 9K COOLING SYSTEM MULTIPLIERS(CSM) g,5 SYSTEM TYPE Y P SEER 7'8. 8.0• 8.5- 9.0. 9.5- 10.0• 1 10.5- 11.0- 1 t1 5- ` i2.0- Central Units 7. .4 4 .4 1 it.4 11 CSM Ad .43 1 .40 1 1 3Q 1 26 PTAC 8 Room Unit CSM rs R 7. -7.7 = .46. For R's>7.7 use myltighers above. Minimums:Central Units 7.8 SEER. Room Units 7.5 EER. PTAC under 13,000 BTU/H 7.5 EER,and over 13,000 BTUIH 7.0 EER. SEER means Seasonal Energy Efficiency Ratio. EER means Energy Efficiency Ratio. 9L COOLING CREDIT MULTIPLIERS(CCM) SYSTEM TYPE I IT MULTIPLIE Ceiling Fan .86 Muilizone VentilationCross Attic Radiant Barrier .95 Where more than one credit is claimed,multiply CCM's together.Enter product on page 2. 9M HOT WATER MULTIPLIERS(HWM) SYSTEM TYPE NOT WATER Electric EF - .81 3 84-85. - .87 .91 -.93 94- .96 7 UP Resistance HWM 4183 4081 3984 3891 M3 3678 3560 3450 Natural Gas F - .4 t 2• . 7 .58-59 .60- .61 HWM 2259 2169 2965 2008 1936 1870 1807 174 Other Fuels HWM 3494 3354 3225 31051 27Q5 2705 Water heaters must comply with prescriptive measures of Table 9A. EF means Energy Factor. 9N HOT WATER CREDIT MULTIPLIERS(HWCM) Y TEM TYPE TWT RE IT MULTIPLIERS Solar Water Heater F .1 .4 .7 1. HWCM J .d .1 Heat Recovery Unit' With Air n i i n r Heat P m - HW 9 3 Dedicated Heat Pump F W 4 4 44 .35 29 .25 .A HWM must be used in conjunction with all HWCM. See Table 9M. SF means Solar Fraction. EF means Energy Factor !!j 'Form 9000-R6 mus;be subm red!o obtain credo for Heat Recovery Unti 9P INFILTRATION REDUCTION PRACTICE COMPLIANCE CHECKLIST(See Section 903.2(f)) COMPONENTS REQUIREMENTS FOR EACH PRACTICE H PRA TI •1 COMPLY WITH ALL INFILTRATION PRESCRIPTIVES ON TABLE 9A. PRACTICE Y WITH Til -1 ANO THE FOLLOWING Exterior II n Flg.QrsToo platert r i n I jnfdtr, ion barngr in 1-1 Solele plate/figQlQint caulkeo or sealed Exterior Walls din Pen etrations. i r ks n,ntenor sur1ju c Ik$Q�,�galeQ pr 9 s'Sed y�lwprk - L_DuctwArk in unconditioned va a must be sedl49� Ffrg l g I Eauvopo with outside Com t, n it Qoprs.and flue 0amoers Exhaust Fans Eguiopo with dam2jm COmbuS!fon gycesm 903 2(f) Combustion Heating I :orrbust,on seace 8+nater"Cdl N s !'e^s­oceo x rn mis.oe',s r"!?on a r e•cec!�,K_!.e^l acrl'ances PRACTICE 13 1 COMP Y WITH PRACTICES 11 gNO '2 AND THE FOLLOWING ____. ilinq3 I Infiltration barrier installed Interior Walls Too 2iater I qr jQints&cracks Qn ifiter!Qr walls caIU ked.sgal@d Qr ga;_kftl@4; R M i h I fromconditioned ace$ nsut from ventilated attic spares._ __..... _ Ductwork + AU duGtwgrk IOcated in COndrtipnea space. Combustion Appliances Be in unconditioned space(exceot direct vent),draw air from unconditioned space, exhaust by-products to outside. Stoves see 403 21n .6. CITY OF ATLANTIC BEACH, FLORIDA Apprcv"by APPLICATION FOR ELECTRICAL PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE: 19 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. LECTRI L FIR MASTER ELECTRICIAN 1 NAME ADDRESS: ` -RFD-BOX- BLDG. FDBOXBLDG.SIZE BETWEEN: Ih1ES..k�APT.I 1 COMM.( ) ,PUBLIC( ! INDUS.( 1 NEW( 1 OLD( 1 REW.( ! ADDITION ( ! TRAILER ( ! TEMP SIGNS ( 1 SO. FT. SERVICE: NEW(iT INCREASE ! ! REPAIR ( 1 FEE OUCTOR SIZE Y10 AMPS COPPER I I ALUM. ftnTCH OR BREAKER 1 PJY7 AMPS PH W 0VOLT .6t,014 RACEWAY XIST.SERV.SIZE I AMPS PH W VOLT RACEWAY PEEDERS NO. SIZE IND. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL GECEPTACLES CONCEALED OPEN TOTAL 0.30 AMPS. 1 91.100 AMPS, SWITCHES CANDESCENT L.UORESCENT&M.V. FIXED 0.100 AMPS. I OVER ,�PPUANCES BELL TRANSF. AIR_ H.P.RATING H.P.RATING OONDITIONING COMP.MOTOR OTHER MOTORS AMPS ICEIL HEAT: KW-HEAT MOTORS H.Pi VOLTAGE PHS NO. 1 H.P. VOLTAGE PHS MISCELLANEOUS "TRANSFORMERS: UNDER 600 V. OVER 600 V. t NO. KVA NO. lKVA_ NO.NEON TRANSF. NO. VA.; MA. MOTOR SIZE SWITCH FLASHER CH SIGN FORWARDED TOTAL FEES U u U?-f u DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH IFIF1.1iji1IT i fWf-!f`-�1IA*f Cliff Lf)CAT101`1 INF(11`11ATION P Ili i. 1. 14 f I I I I I t A-b 1 2.2-14 ATI,..A14T.1 C, I ItA ( ' 1,1i;iJ If l-' : T1,111-1 If'A fly f1f)LF LEGAL IVII'[fill tf-lQk - t>;<< •T 1 1. r! 0 b i J,v 1 1 0C F',A I I�1 A I.,U, i lo') -d 2;1). (:10) 1'.11414EIR 111 Ff)[11I AT I(Aft f .;O. 00 It r4 off e, CAI?I-. -0 -)() '22'34 14V!`.! I' f A d J P ►1,1 s 0 0 ATI-AUTTC III ACH, U1.4)PTLIA (`?0,1 )'731 90l)4) W# C"'i, 06, x311, !:SOAMP��:.-,, IVII, 3W, '2-307flLT, PVC RACI.:t'IAY C 4r- lfk P P L.I('A*r.t OU FEE',ONTF�A( TOP f C A R T F11 C L.r. C.A PQ Y Dw W ATER I flIPAC—l' Frf' Ff., fm w$%11,F,R 1111-111'Elt f -1 R (if) PAP011 GAS 150% W ATEP TAP S EW E R Th!" i170PAIJI-1C SHARt-.* VE-111SPECT E116 111 EE R 11`111 T I I F.'R NOTES: Temporary Service Pole NOTICE —ALL CONCRETE FORMS AND FOOTINGS MUST BE INSPECTED BEFORE POURING PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE 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 MECHANICS' 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. ATLANTIC BEACH BUILDING DEPARTMENT By: vs CITY OF ATLANTIC BEACH, FLORIDA Al 7 Approv"by APPLICATION FOR ELECTRICAL PERMIT 19v / 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, VdLJIf%t-I AnO A nAn-r tiu-rbro%e Alklr% ILI A0%d1d%nff%ALId%r IAINrLJ'r JG ri rd'%TDIPAi DVf-%Ill ATInNq rnnFS AND CITY OF CITY OF ATLANTIC BEACH, FLORIDA Ap,.owdbr APPLICATION FOR ELECTRICAL PERMIT ll TO THE CHIEF ELECTRICAL INSPECTOR: DATE:— 177/ 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. LECTRICA FIRM: MASTER EhEfiT.RICIAN SIGNATURE NAME ADDRESS: RFD BOX 'BLDG.SIZE BETWEEN: RES." APT. ( 1 comm.( ) PUBLIC( 1 INDUS.{ ) NEW( 1 OLD ( 1 REW.( 1 ADDITION ( } TRAILER ( 1 TEMP.(--r SIGNS ( ) SQ.FT. SERVICE:'' NEW( INCREASE ( 1 REPAIR ( ) FEE CONDUCTOR S}ZE AMPS COPPER ALUM. SWITCH OR BREAKER 5Z) AMPS PH 3 W VOLT l��iG RACEWAY EXIST.SERV.SIZE AMPS PH W VOLT RACEWAY FEEDERS' NO. SIZE IND. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES;` CONCEALED OPEN TOTAL 0.80 AMPS. 91.100 AMPS. SWITCHES INCANDESCE FLUORESCENT&M.V. FIXED 0.100 AMPS, I OVER APPLIANCI:s BELL TRANSF AIR H.P.RATING H.P. RATING s CONDITIONING COMP.MOTOR OTHER MOTORS AMPS CEIL HEAT: KW-MEAT MOTORS H,P.-,._, �FbL?AGE RHS. NO, AP. VOLTAGE PHS MISCELLANE US TRANSFORMERS: UNDER 600 V. OVER 600 V. NO. I KVA ' NO. lKVA NO.NEON TRANSF. s N0. --fVA. MA. MOTOR SIZE SWITCH FLASHER EACH SIGN. FORWARDED - TOTAL FEES r • r L UTILITY SGRVIC-13 AGRE.1"MCNI' ((Yater and Sewer) ' 'MIS AGREEMENT entered into this day of 198 , between the City of Atlantic Beach a Municipal corporation, ]hereinafter called "City", and corporation, its s Visors and assigns, hereinafter called "Developer". W I 'I' NESSE1111 WHEREAS, Developer owns land ill Duval , County, Florida, more particularly described asGtll2t�e-M4-,L1G'•�� rc er to ac .eage, plat engineering drawings, or legal description as Exhibit A M i and WHEREAS, Developer plans to develop said land by constructing _ buildings,' 0 -' residences and/or other improvements thereon consisting of CL and WHEREAS, City is the owner of water and sewage treatment plants and waLer distribution and sewage collection systems in the vicinity of tlhe property described above; and WHEREAS, Developer desires that City provide water and sewage 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 Y 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 .tile Development without imposing a burden on its existing customers; NUW, 'I'liEitEI URL, in consideration of the premises and other good and . valuable considerations and in consideration of the mutual covenants and cond.ilions hereina for conLained, subject to ally necessary approval. by other governmental agencies ]having jurisdiction, it is .agreed by the parties thereto as follows: 1. Developer agrees that City shall have the exclusive right to furnish water and sewer service to tate 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 oil the real property described _above. 2. City agrees that after Developer has connected to the systems • r 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 having 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 tlhe event that Developer or assigns fails to complete construction of all improvements required to bebuilt by Developer and fails to pay all plant and service availability and other fees listed in this Agreement witihin ' 'six ' ' ' montlhs 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 A his Agreement. Upon termination of this Agreement under this provision, City reserves the right to negotiate with Developer a new agreement for any additional sums to be paid by Developer to City as plant capacity and service availability charges, fees or other charges based upon increases in the cost of living and/or such other factors as relate to the cost of supplying water and sewer service. 4 . All taxes or charges imposed upon the property described above by any goverjuuental entity or agency shall be paid .by Developer except such part thereof that has been deeded to the City in accordai►ce with tho Lerms of this agreement. S. 'The•rates charged by City for water and sewer service shall be In accurdance 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 lines. 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 statiotti and water station sites as required by City. Developer hereby grants to City the right to utilize any onsite water and sewage limes and systems to provide services to properties other than Developer's property, provided this does not unreasonably interfere wiLli ', service to. Developer's project. Where Developer's property is adjacent to any. state road right-of-way, City will be granted a 25-foot easement. along and adjacent to said state road right-of-way. Developer shall further graaat to the City, its successors and assigns, the exclusive, ' perpetual right, privilege and easement to construct, reconstruct, operate, maintain, repair, replace, improve, alter, remove, relocate and inspect water transmissions and distribution mamas, sewer collection mains, sewer lift stations, pipe lines, lateral lilies, valves, connections and appurtenant equipment over, across and under the Developer's property, including the right to ingress and.egress to each of the building sites o» 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 any parLicuiar pressure, and reserves the, right to shut off the water ill its main at any time for the purpose of making repairs or extensions of for providing temporary or emergency water supply. City Will aaot be responsible for any damage caused by low pressure or interruption of service. Neither Developer molt 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 lilies, cooling lines or other discharge from any type of equipment. City shall. not be obligated to furnish any water or sewer service to any building which is built oat Developer's property to which the City does not have access. The Developer hereby agrees and warrants that the City will not be field 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 indenuaify City for all costs and damages resulting from flooding due to .back flow preventor valve failure. S. T)ae 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 its engineers. City will provide assistance to Developer's .engineers as to design and construction requirements acid must approve all plans, documents, and construction requirements in writing prior to any construction being conunenced. Coaastructiou ' of all facilities will be performed by Developer or its contractor. Developer will pay the cost• of all such construction. The Developer's engineer shall incorporate into the Developer's engineering design, plans as►d specifications the applicable standards and specifications of the City. 9. A. if the Developer modifies his development plans for Developer's property which would require greater water usage, greater fire flows, additional water facilities, greater sewage flogs, or additional sewage facilities than the water and sewer demands previously approved by the City, then the Developer must obtain approval by the City for the construction of such additional water or sewer facilities which shall meet all City and governmental design requirements. 'lhe Developer shall pay all additional contributions and fees as may be authorized by tl►e City's, service availability policy which is in effect on the date said new agreement is executed. B. Ill 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 drawi►►g 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 coy►tractors to which coy►struction bids are sent by Developer as well as the cot►tractor to which the award is made. I;. A representative of City or its engineers will be the .inspector of the project alm)g 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 i,► making such inspections. IU. Aftcr lt►stallatlon 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 located 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. 1111 water pipes a" the customer's side of the meter shall be owned, operated and maintained by the customer or its assigns. ` B. All sewer mains, manholes, pumping.. stations, force mains and appurtenances, including service pipes in public right of ways and dedicated casements, shall be owned, operated and maintained by the City. Except as provided in 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. Wit]► reference to any blanket easements for multi-family projects such as apartments, mobile home developments, condominiums and PUD's or for commercial developmei►ts, 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 the City except that the full length of sewer services from the sewer main or manhole shall be owned and maintained by the customer. 1111 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 installed pursuaait 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 installation and acceptance by the City, Developer will provide. City 'with , a Bill 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 lo) 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 be 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 $20.00 per fixture unit, Such charges shall be due and payable as provided in paragraph 12. , B. A sewer plant capacity charge at. the rate of onethousand thirty five. dollars ($ 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 laid as described above at. the rate of Such charges shall be due and payable as provided in paragraph 12. -7- 1 1 D A meter installation fee to. cover meter cost and meter iiistallation (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 3/411 x 5/811 meter E if available, construction .wafter 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 mein 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 extension 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, tl►e cost of Developer's said hydraulic share shall be $ payable upon execution' of this Agreement, 2, With respect to utility facilities installed by Developer to which future developers connect directly, and .in consideration for monies expended by Developer toward said facilities, City shall refund 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 on 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. C. Payment of service availability, charges and other additional aids in construction fox" • t at a cost of 12. All charges to Developer stall be paid by Developer to the City in accordance with the following formula and procedures: A. '1'ha hclvrir►codopo ,i,t f;pr ang{uaorirng, m1ml.�iint.ri�l.ivu nn�1 legal fees and the inspection and plan review fee upon the execution of this Agreement, a total of and B. Water plant capacity charge upon the execution of this 00 Agreement-, a total of and C. Sewer plant capacity charge upon the execution of this Agreement, a total of QO ; and D. Meter installation fee according to the City's service i availability policy at time of installation which currently is Upon application for hook-up of individual Jots, apartments, multi-family lots or units; and _ 13-, Construction water based on meter readings in accordance with City's rate schedule; and 1'. Hydraulic share payment, in accordance with paragraph 111'-1 of this Agreement upon execution of this Agreement, in a total amount of '$ and G. Service availability charges and other additional aids in constructi_o►t in ;iccordnnce with pzit•ttgraph 11G of this Agreement in a total amunt of $ . . . . . . . ' . . . . payable 11. 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 borne by Developer. 13. City agrees to connect individual buildings and structures on the developed property upon application by the builders, plumbers or individual vw►lers subject to tile operating rules and regulations of the City and payment of. all fees and chargesin effect oat date of application and compliance by Developer with, all - provisions of this Agreement. 14 . The charges; :,costs and fees for any separate emergency fire protection water systems, for 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. 15. All plant cal►acity and service availability charges, fees and other charges as outlined above are based on Normal domestic sewage defined herein as containing not more titan .three hundred (300) parts per Million biochemical oxygen demand or three hundred (300) parts per million suspended solids, Whenever water whigh contains mare 'than these amou►ts is to be admitted to the scyers', bo tit tite City and the pollution control agencies must `•` specif,ically ' agree to the connection. Ali additional charge will be calculated in direct proportion to strength at seve►►ty-five cents ($0.75) for each part per million of either biochemical oxygen demand or suspended, solids over three hundred (30U) parts per million.. All such connections shall provide for a suitable point for tite waste to' be sampled by tate City or the regulatory agencies. Illi additional charge equal to the pro rata share of any additional sewage treatment p,lapt costs above ninety percent (M) treatment, and of the cos t. of any additional required outfall pipes to may be required by City. Developer shall have tile. .right at all reasonable times to inspect the invoices of the City ill order to detex'mine 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 purchase 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 Agreement and easements required herein prior to any acceptance of the facilities by ,the City. 17. Upon application by owners, builders or their authorized representatives, the City agrees to cot►►tect .fife requested dwellings or structures on the said property at no. additional cotmiection fee (i.e. , III addition to those provided for above An ..this Agreement) , but subject to the continuing operating rules and regulatioas of the City 111cludi►►g, without limitation, the periodic payme►at of .the water usage and sewer i usage charges in effect on tl►e date of ,such: application or thereafter reflected in the City's rate schedule. is. ` bis Agreement shall be binding upon and ..shall inure to the benefit of the Developer, City And .their .successors and assigns. However, in the eve►it 'tile Developer has not' 'paid a►id delivered to file City the plant capacity and 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: conveyances required by this Agreement, then this Agreement shall not inuke to the 'benefit of the successors or assigns of the Developer. 19. It shall be . the resp.o►►sibility of , Developer to locate for builders any water and sewer tails or' lines necessary i►i conjunction with residential or conmiercial 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 Developer ..'of such property upon which the damage occurs shall .be responsible for the `;payment Ao the City of such damage to City's property Including. all necessary and reasonable repairs wl►ich must be. made by tl►e City ox` 'independent contractors engaged by the City to effect such repairs. lf.-tile. owner or developer of the real property shall fail or refuse to pay cysts of :uch necessary and reasonable repairs to cure said damage witliiit :.thirty (30) days fro►a the submission to the owner *of a'� statement' fox ;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 ►iecessary and reasonable costs and expenses fur effecting such repairs a►►d restoration to such onsite facilities located upon the owner's or Developer's property. notice of such lien or claim on lien describing the real property and the amount owed may be filed within ninety (90) days of the date from the last date upon which any such repairs or restoration were made by the City or its authorized representatives. The►reAfter, the—City ,shall be entitled to bring an action for the foreclosed under the laws of Florida. 21. Prior to final acceptance of the•.utility and other public facilities improvements by the City the following requirements must be met at Developer's expense: A. If the property as platted, ansa'opy of t118 recorded plat " shall be furnished to the City. U. "As built" drawings of utility improvement shall be furnished one week prior to final inspection,;, .!'As built" dratrings shall be certified by a registered e►igineer with the ' cost being borne by the Developer. Two mylar and three 'printed copies,of said drawing shall be furnished to City. . C. All lot corners • shall be properly.marked so that utility company or its engineer can, upo►t receipt of ,as :built' drawings, verify tile marked water and/or sewer services .as to location and depth. In addition, for purposes of locating and protecting installed service lines and valves Developer or his contractor shall mark each service line and all valves with .an eight (8) foot ;pressure treated wooden post ill the manner as shown' on the design, drawings A11d specifications. Developer's contractor i5 required, to install curb. stop, meter box and ; valve box oil each water service and valve as shbigi on design drawings, V. All water and sewer services and .valves shall be marked on the street curb by etching into the Co»crete., or if no curbing is available, a two (2) inch square metal tag is'-:to be nailed to the street's pavement and painted as ,specified on de-sigh drawings, P. Developer's• contractor sliall • furnish a. one (1) year maintenance bond , in the amount of IN% o£.; the cost of 'the facilities installed. 'lite bond may be ill the form of •cas.il, surety bond, or irrevocable letter of credit, the textus of which will indemnify and save harmless the City from ally loss, damages, costs, claims, suits, debts or demands by reason of defects in the workmal►ship or materials used ill the facilities discovered withl.lt a period of vile year from and nfter the date of accclrtallce by the City of the facilities. , F. A hill of Sale for facilities froln the Developer to City. , G. Conveyatice of easements as required under tills Agreemelit. 11, A deed for any and all land on which lift stations or water stations or othex improvements if required by City. 1. The title evidence, mortgage . releases al►d mortgage subordinations as required ill this Agreemetlt. J. For Onsite alld offsite cotlstructioll provide City all accounting of the actual costs (schedule of values) and releases of lietls from utility contractors in such detail as the City requires. K. City shall have the right to! refuse to accept title to Developer's construction until Developer's constructiait has passed certain tests, including, without limitation,! closed circuit television inspection of the gravity sewer lilies, witnessed by a City representative, to determine whether tlae Developer's coilstructioll is constructed ill accordance with the approved engineering plans and specifications. Said tests may be performed at - least three (3) tunes: the first test upon completion of the system; the second test upon completiotl of all building, roads, paving, drainage, and all. ColiS true tioll wi thill the right-of-way e.asemetlt area of adjacent areas. A third test shall be required if the City deems it necessary within a olle (1) year period after acceptance, L. Letters of acceptance from the appropriate regulatory agency for the water and/or server system, are requiredprior to final inspection. H. A copy of the certified water pressure test atld force main test as applicable, 14 The certification by the design engineer that the system was constructed as desigtled is required prior to final acceptance# U. Pump performance test on pumping stations if applicable, i 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 Managcr 716 Ocean BgUleVard Post Office Box -25 Atlantic Beach, Florida 32233 IN WITNESS WHEREOF, the parties hereto have executed this Utility Agreement the day and year first writtep above. Signed, sealed and delivered in the presence of: ev pe Witness City tlantic B ch Witness r - 14- iso. " DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH PERMIT T tdI±C3ItMAT I?1�I LOCA INFORMATION . Addrow8i 223�I. OCr%AH AI.K DRIVE, I~ST Peat it ATLANTIC 019ACH, FLORIDA 32233 unit TYpa. . PLUMBING LBIIAI.. DESCRIPTION C1rar a NBW Lot BIOak,aetira a r C4 Lr. Type N/A Pi Ba : Pag a 0 F'a:l+csp+ abcd #IIMGL.1 FAMILY Bt�d3iaattaICSANWALK Cade; p - ()Wug:R . It4F"t RMATION s' vailim ted Volvos i . O€Icost I -_ w 7'rr Addr'"vat DuCI AlyiblALlf DRIVE 1 I~: T *t!15. 50 !►tL.AMTI:C� BVAGH, FI.Cdiltt ►A � �� AfflCtMf Pheaea a { 2E►1rr3t�" Da a� :; 4/89 i b. d Mlck .' tM1FIG r d°'+� ? '} •a ^"'P^,,..,..uw 4 r ,� 'tai"' ` �#"'L.iCA:TION A"Ef:S �w$<v w{.�.:y..+► pply} }+prypn,{ WATVR "IW0ACT F'B O. FEE 5 A, l ! ,M*� ° Axa r ry h ,r �,' a k°! ,:sY 1'111 : ` , r t ,t5 , s 1 x a+ r m Y§ Py psi Y�� �$ aN:w0i✓ i✓ 3RV5]'i`Yrr.�4 # 4i e 3+w �"6 /. d IAII cA WATER TAP` �O/ O m .x EYE" TAP � HYDRAULIC SHARD , 00 d � ENGINEERING10 G. O ` n NOTES. , x E (; } c ° NOTICE ' ALL CONCRETE FORMS AND FOOTINGS MUST BE INSPECTED BEFORE POURING PERMIT V0jD SIX MONTHS AFTER IJATE OF.ISSUE BUILDING MATERIAL.,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MIDST BE CI ARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. `F AILURE `O COMPLY I'TH 'THE MECHANICS' LIEN LAW CAN RESULT IN THE PROEATY OWNER PAYING TWICE POR SUIL£lING IMPROVEMENTS." .t LIED ACCORD*Qz TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO SVOCATI(* FOIA TION OF',APPLICABLE PROVISIONS OF LAW. F A NTIC BEACH BUILDING DEPARTMENT, r " .. t �u..� � y�y w' CITY OF ATLANTIC BEACH APPLICATION FOP, PLUMBING PERMIT JOB LOCATION L/ ®C'F AJ1ljlL1C D2 lit PLUMBING CONTRACTOR Scot-l- pi66C461v LICENSE NUMBERS ereQ� 419 OWNER L (2C a�F�So� BUILDING CONTRACTOR � /LL ,P. 0;!�5 TYPE OF BUILDING 2,!F�S f? 6def_ SINKS SHOWERS 3 LAVATORY WATER HEATERS _BATH TUBS DISHWASHERS <- URINALS DISPOSALS _CLOSETS WASHING MACHINE FLOOR DRAINS OTHER _TOTAL FIXTURE COUNT INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE MOST RECENT EDITION OF THE SOUTHERN STANDARD PLUMBING CODE . CITY OF ATLANTIC BEACH 1 BUILDING DEPARTMENT INSPECTION REPORT JOB LOCATION 2234 OCEANWALK DRIVE WEST PERMIT# 463 ATLANTIC BEACH, FLORIDA 32233 SUBDIVISIONQCEANWALK OWNER NAMECARL REESE PHONE (904)781-9000 LEGAL DESC: LOT BLOCK SECTION PERMIT TYPE 18 II ELECTRICAL CLASS OF WORK NEW w CONTRACTOR PROPOSED USE SINGLE FAMILY z ui - WORK DESCRIPTION $; CS, 4/0, 200AMPS, ALUM, SB, 200AMPS, IPH, 3W, 230VOLT, . CABLE RACEWAY t INSPECTOR INSPECTION REQUIREp 12 FINAL ELECTRIC AM LL O *, DATE INSPECTED gy APPROVED REJECTED ❑ ' z COMMENTS CITY OF 1*(49t Ve d - 9&u�& - 716 OCEAN BOULEVARD _ P.O.BOX 25 `�- ATLANTIC BEACH,FLORIDA 32233 TELEPHONE(904)249-2395 jy;,Lyo DATE: PRE-SERVICE DIVISION JACKSONVILLE ELECTRIC AUTHORITY 233 WEST DUVAL STREET JACKSONVILLE, FLORIDA 32202 THE FOLLOWI14G FINAL INSPECTION(S) HAVE BEEN MADE AND ARE SATISFACTORY : ------------------------------------------------- ______ _________________________________________________ SINCERELY, BUILDING INSPECTION DIVISIO� - cc:FILE r �-� CITY OF ATLANTIC BEACH ( � BUILDING DEPARTMENT INSPECTION REPORT JOB LOCATION PERMIT# 2234 OCEANWALK DRIVE WEST SUBDIVISION 463 ATLANTIC BEACH, FLORIDA 32233 OCEANWALK OWNER NAME PHONE CARL REESE (904)781-9000 LEGAL DESC: LOT BLOCK SECTION PERMIT TYPE w 18 II CLASS OF WORK ELECTRICAL ¢ CONTRACTOR PROPOSED USE NEW ig SINGLE FAMILY w WORK DESCRIPTION .t ' CS, 4/0, 200AMPS, ALUM, SB, 200AMPS, IPH, 3W, 230VOLT, .CABLE RACEWAY Y INSPECTION REQUIRED INSPECTOR 12 FOAL EL TRIC PM a O DATEINSPECTED BY APPROVED �A REJECTED ❑ Z COMMENTS r,. CITY OF 716 OCEAN BOULEVARD P.O.BOX 25 ATLANTIC BEACH,FLORIDA 32233 TELEPHONE(904)249-2395 i DATE: PRE-SERVICE DIVISION JACKSONVILLE ELECTRIC AUTHORITY 233 WEST DUVAL STREET JACKSONVILLE, FLORIDA 32202 THE FOLLOWI14G FINAL INSPECTIONS) HAVE BEEN MADE AND ARE SATISFACTORY : ------ ------------------------------------------------- ------ ------------------------------------------------- -L---- ------------------------------------- ------- ------ ---------------------------- ---------------- SINCERELY, i BUILDING INSPECTION DIVISION cc:FILE Tertifiratr of (Orrupaury CITY OF &4 - 11pparuntnt of +Nnilbing Naperiion This Certificate issued pursuant to the requirements of Section 109 of the Southern Standard Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances regulating building construction or use. For the following. r Potv'T"I' ,1 "1 Use Classification Bldg.Permit No. Group Type Construction ' . . Fire District. 'A`�t Owner of Building _ Address_=_ Building Address t i",—LT i" tonality—A—CIT AN `it *P=r ry By: --- Building Official Date: ._ POST IN A CONGPICUOU! PLACC BUILDING, PLANNING AND ZONING INSPECTION DEPARTMENT CITY OF ATLANTIC BEACH, FLORIDA CERTIFICATE OF OCCUPANCY WORK SHEET , Date Requested : Building Contractor Building Permit Number: Address: Legal Description: Improvements to the above described property have been completed in accordance with the ter s of the permit and is certified to be ready for occupancy as i Lowest Floor Elevation: ' ---------- ---------- ---------- required as built n/a Sales Tax Certificate: _ date- bmitted----- BEFORE ISSUING CERTIFICATE OF OCCUPANCY THE FOLLOWING MUST BE COMPLETE DEPARTMENT DATE NOTIFIED: DATE APPROVED: BY: Fire Chief ---- -------- ------- ------- - ------ Public Works Planning Director _______________ -- .-/---/--_--_-- ----_---- Building Inspector