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1846 Selva Grande Dr (vault) PERMIT WORKSHEET Certificate of Occupancy » �� Job Address: I Type Work: g 4(, �{', �RAE Property Owner: _ Phone # Contractor: t Phone # 2121 Permit#: Date Issued: �5 - Z9 (00 8 Tree Permit# Foundation Permit# Demolition Permit# BUILDING ELECTRIC MECHANICAL PLUMBING Temp.Power# Footing JEA Release Date Temp. Power Slab Letter Rec'd. Underslab Tie Beam Temp Pole # Lintel JEA Release Gas Piping Date Nailing/ • Water/ Sheathing Sewer 4 Rough/ Framing Rough Rough Topout Insulation JEA Release Date Building1 Oji; Electric Mechanical � ) /)C Plumbing ] I , Final Final Final Final JEA Release Date Drainage Inspection: Pool Permit# Inspections: Steel Final Elec./Grounding Final Roofing Permit# Inspect: Nailing/Sheathing Final Fire Inspection: Failed Inspections: _ Date Paid: r CITY OF AT'LANT'IC BEACH PERMIT r f BUILDING / ZONING DEPARTMENT APPLICATION # r� 800 Seminole Road J yr Atlantic Beach,Florida 32233 (904)247-5800 (904)247-5845 Fax www.coab.us APPLICATION TRACKING FORM SRRED DEPT: v PLANNING Property Address: �D �lo ���Y� r -nd4 BUILDINGPUBLIC WORKS Applicoln�: PUBLIC UTILITIES FIRE DEPT. Project: 0 PUBLIC SAFETY nX re vidfd 4- 5 w APPROVAL REQUIRED AGENCY: RECEIVED BY: INITIAL: DATE: Z Ld Y N D.E.P HUFSTETLER Q a Y N S.J.R.W.M. CARPER o' _ Y N ARMY CORPS of ENG CARPER O Y N HOTELS RESAURANTS HUFSTETLER APPLICATION STATUS CIRCLE ONE: SITE BUILDING DA AP REVIE ED BY: I ' I L: �DATE: f 1ST REV ® /��� -✓ r wj 5 �6 on( PLANNING I EV® 2ND R BUILDING ® PUBLIC OR S UB C LIT S FIR PUBLIC SAFETY ® ® 3RD REV Return thisform to the Building Depmrtment®nee you hzve entered your comments into the AS400. Z— na_ w7 CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET '� s4kFsK+r:. Date: Address SPECIAL NOTES WATER IMPACT FEE $ !' SEWER IMPACT FEE $ WATER METER/TAP $ CAPITAL IMPROVEMENT$ SEWER TAP $ SECTION H PAVING ( ) $ CROSS CONNECTION $ OTHER $ GRAND TOTAL $ o - ..r>'• rr. �.!�r. � r>R:.!r'�G'J�'a,PswtF v G WATER IMPACT FEE WORKSHEET —7—/3-07 ADDRESS. �0 D RAINAG E FfXTURE TYPE FIXTURE UNIT .. . . VALUE AS LOAD ' FIXTURES UNrTS Automadc dothes washers comrnerciai 3 Automatic dblhes washes, residential Bathroom group consisting of water doset, lavatory, 2 Bidet, and bathtub or shower Bathtub (YAlh or without overhead shower or whirlpool 6 attachments 2 Bidet 2 . Combination sink and Iray 2 Dental lavato 1 Dishwashin machine, domestic 2 ----- Drinkin2 founlaiMcemaker Floor drains 2 Hose bib 1 Kitchen sink, domestic Kilchen.srnk, domesticwrth food waste grinder and/or 2 dushwasher 2 Laundry tray 1 or 2 co artrnen is 2 Lavato Shower Com atr*n( domestic 2 Sink 2 Urinal i 4 Urinal 1 anon er hush or less '2 Wash sink circular or molt( le each set of faucets 2 Water dosed flushometer lank bllc or rfvate 4 Water closed rivate Installation 4 Water dosat public installation 6 - TOTAL NUMBER OF U TSS MULTIPLED X20 TOTAL$ Public Utilities —Distribution & Collection Date: 7/11/07 Initials. Project Name/Address: 1846 Selva Grande Dr/room addition Application/Permit#: 07-988 Application Tracking Comments Check Box To Add Comment Avoid damage to underground water/sewer utilities. Verify vertical and horizontal location of utilities. Hand dig if necessary. If field coordination is needed, call 247- ❑ 5834. Ensure all meter boxes, sewer cleanouts and valve covers are set to grade and visible. ❑ A sewer cleanout must be installed at the property line. Cleanout must be covered with an RTI concrete box with metal lid. Cleanout to be set to grade and visible. ❑ A reduced pressure zone backflow preventer must be installed if irrigation will be provided or if there is a private well on the property. Backflow preventer must be tested ❑ by a certified tester and a copy of the results sent to Public Utilities. Plans note the building will be unsprinkled. If plans change, any fire line installed must be metered with a Sensus touch-read meter in a properly sized vault and an appropriate backflow preventer installed. Backflow preventer must be tested by a certified tester and ❑ a copy of the results sent to Public Utilities. If fire sprinkler system is provided, contact Malcolm Clemons at 247-5839 for backflow requirements. At a minimum, will require double check backflow preventer. ❑ Fire lines must be metered with a Sensus touch-read meter. Meters larger than 2"must be installed in a vault as noted in JEA specifications. ❑ El L Cl F:\Public WorksTlanRevieWComments-PU.doc CITY OF ATLANTIC BEACH PERMIT r BUILDING / ZONING DEPARTMENT APPLICATION # 800 Seminole Road Atlantic Beach,Florida 32233 (904)247-5800 (904)247-5845 Fax www.coab.us APPLICATION TRACKING PORNO R RED DEPT: Y N PLANNING 1 spy Property Address: za-6 Jart' rv a-nd� e Z Y N BUILDING Y N PUBLIC WORKS I n�J Applicant: 0 Y N PUBLIC UTILITIES C�'I Y N FIRE DEPT. Project: D Y N PUBLIC SAFETY C TD 60 VidEd J-�1a7i 5 w APPROVAL RE U D AGENCY: RECEIVED BY: INITIAL: DATE: I 71 w�_ Y D.E. P HUFSTETLER ¢D wY N S.J.R.W.M. CARPER _w o: N ARMY CORPS of ENG CARPER O N HOTELS&RESAURANTS HUFSTETLER APPLICATION STATUS CIRCLE ONE: SITE BUILDING DA AP REVIEWED BY: IT L: TE: ® ® 1 ST REV ® Jf NNING B G ® ® 2ND REV PUBLIC WORKS PUBLIC UTILITIES FIRE DEPT. PUBLIC SAFETY ® ® 3RD REV Return this form to the Building(Department®nee you have entered your comments int®the AS400. r _.+ . A IIl BUILDING PERMIT APPLICATION �~ CITY OF ATLANTIC BEACH 800 Seminole Road,Atlantic Beach FL 32233 Office: (904)247-5826 • Fax:(904)247-5845 Job Address: Permit Number: Legal Description Valuation of Work(Replacement Cost) $-L2-L-00 o • Class of Work(Circle one): New �cddit]ijon. Alteration Repair• Use of existing/proposed structure(s)(CiCommercial • If an existing structure,is a fire sprinkler system installed?(Circle one): esidenN0 N/A • Is approval of homeowner's association or other private entity required?(Circle o Yes o [D!esc:r,i,be indetailthe type of work to beperformed: R,am1G(„e,� Q OTecp Property Owner Information Name:_ i=/2 r Ky 0 dfw,ti>[PU Address: /O Y6, -S&4 V,¢ City ,c State Zip ? _ Phone_�C>y- ,,v/-��3/ Contractor Information: Name of Company:Jax GtJ�, s�(r' G �t� �,�s fir P ��''J D Address: Y6 t-4- Qualifying Agent: �6fr k ev-skgr s i /_l 5 ewe ui �Jr City v�c%����v l 11 e State Office Phone_y�'�t�S` y-�y�l Job Site/Contact Number S'A-N! -�Zip State Certi ication/Registration# (�C ;?�3 � Office Fax # 9 oGf - `f2 pia"7 Architect Name&Phone# r(a A(< j-j c��5 � /t�5 ` ��� 331 P Engineer's Name& Phone# Comazi k k,l ay 31 ee Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance od�a permit and that all work will be performed to meet the standards of all laws regulating construction in thisjurisdiction. hispermit becomes null and void ifwork is not commenced within six(6) months, or i construction or work is suspended or abandoned for a period of six (6) months at anyy time after work is commenced f I understand that separate permits must be secured for Electrical Work, Plumbing, Si g ns Wells Pools Furnaces,Boilers,Heaters, Tanks and Air Conditioners, etc. g ' WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. thereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a �ier�mit does not presume to give authority to violate or cancel the provisions of any other federal; .state, or local V a regulating construction or the per of construction. Signature of Property Owner: �.� Signature of Contractor: 1� —I&A94 Swo t�and subsc 'bed before e .his 7a%Day of -v n l e 7 Sworn to and subscrib d before me tff7T�— this�Day of_1) �o 1 ���QP LOADy�ii��votary Public: �s• Fa•. /, o& Notary Public: 2EVISED 03.($$,7 #DD 331064 �.�i+l"�"'may JOSH MATTOX 5 Notary Pubic-Stateof F 9'•��ayBrnaedmN cep.•OQ�� 3 •: lorida ublic Under; !�V��� ? Expires Aug 9,2009 Application Tracking Action Log query In 10: 35: 4 Application . , 07 00000988 Address U 916 SELV A GRANDE DR Application type RESIDENTIAL ADDITION/ALTERATION Agency Action date BUILDING DEPT. Pre' Action by - 8/06/07 Action type - DAVID HUFSTETLER Time spent DISSAPPROVED - 2ND REVIEW Date & time added . 00 Added by 8/07/07 9: 52: 10 Comments DHUFSTETLE COPYGAL SUNVTYBEERUIR D; THEESURVEY CAN NOT BE A FAXED Print SURVEYOR IS, INDICATE THEIR LICENSCEfNUMBER MUSTIANDCSIGNAWH TUREHE AND MUST INDICATE FLOOD ZONE. Press Enter to continue. F3=Exit F9--Expand comments F12=Cancel (� 1 � s ��ects41 cc, 5 1 ��Y �:. ' , ► 2007 ti 6'd 9689-LbZ-b06 SWE)ISAS U0118WJ0IUI e917:06 LO LO 6ny BP251I03 CITY OF ATLANTIC BEACH 8/07/07 Application Tracking Action Log Inquiry 10 : 35: 48 Application . . . . . 07 00000988 Address . . . . . . . 1846 SELVA GRANDE DR Application type . . RESIDENTIAL ADDITION/ALTERATION Agency . . . . . . . BUILDING DEPT. Action date . . . . . 8/06/07 �,\�A�►��1,p Action by . . . . . . DAVID HUFSTETLER vb Action type . . . . . DISSAPPROVED - 2ND REVIEW Time spent . . . . . . 00 Date & time added . . 8/07/07 9: 52 : 10 Added by . . . . . . DHUFSTETLE Comments Print 1) LEGAL SURVEY REQUIRED; THE SURVEY CAN NOT BE A FAXED COPY, CAN NOT BE REDUCED OR ENLARGED, MUST INDICATE WHO THE SURVEYOR IS, INDICATE THEIR LICENSCE NUMBER AND SIGNATURE, AND MUST INDICATE FLOOD ZONE. Press Enter to continue. F3=Exit F9=Expand comments F12=Cancel BP251I03 CITY OF ATLANTIC BEACH 8/02/07 Application Tracking Action Log Inquiry 10 : 40 : 32 Application . . . . . 07 0 05 Address . . . . . . . 1846 SLVA GRANDE DR Application type . . RESIDENTIAL ADDITION/ALTERATION Agency . . . . . . . BUILDING DEPT. Action date . . . . . 7/14/07 Action by . . . . . . DAVID HUFSTETLER Action type . . . . . DISSAPPROVED - 1ST REVIEW Time spent . . . . . . 00 Date & time added . . 7/14/07 12 :25 :21 6D Added by . . . . . . DHUFSTETLE Comments �!� Print 1) LEGAL SURVEY NOT PROVIDED Press Enter to continue. F3=Exit F9=Expand comments F12=Cancel MAP SHOWING BOUNDARY SURVEY OF LOT 8 ACCORDINGtI TO THE PLAT OF AS RECORDED IN PLAT BOOK 38 , PAGE(S) - 28 & 28A OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. CERTIFIED TO: ERIC JOHANNSEN, ROBERTA JOHANNSEN, GIBRALTAR TITLE SERVICES AND LAWYERS TITLE INSURANCE CORPORATION. SELVA MARINA UNIT NO. 12-C PLAT BOOK 37, PAGE 25 LOT 3 LOT 4 LOT 5 pl N 00'24'53" w 1%7o.nn' VIII 1/2" 3/4. N 00.34'14" W 99.80' (M) I p 1/2• I i/2" 0.2' p 0.5' SUBDIVISION BOUNDARY LINE 0.1` 1- 4.p0' (M) 0.1' - I.r'. TO I.P. 5.00' (M) 1.P. TO 1.P. i-----------20-B.R.L.--------- I = 30' i LOT 8 I p I I WOOD I mI CK I p 6.4' IJ 1.3 io I 19.9' 5.5'N 18. �of o r ~ � w I I m ❑ °' Io .� I-- ='0.9'w Cy F J �^ 1 & 2-STORY FRAME p Q� b & STONE RESIDENCE I ; v FRAME CC6 NO. 1846 I N GARAGE 5.7 9.8' .t 4 COV'D 2.1' A/C �� n UfAD 2�h 9.B 22.3. WDDD 7.6' N •• .•. ;.7 p v 20.8' , L Lp 23.9' ri O COPD I 9.8 �CONC. KV D I 2' DRI VE-; CONC. ci i 112" WALK Q eEA •'1.3' RSIN,*EIRE , R. .1536-To-W LINE 1 L B.5167 as' 2'REGA j¢,99';(�o p.C. 1/2REBAR y(O ash S 7T L.8.5167 1/2" 73�4 ' P.T S L.8.3398 I . J /y v44 /� R,s�6,5 ((� 4, 1/2ACM ��J f ` 6 ) L.B.6702 S41.37 EAST 5�p y6 f*A S6 � o.2s'Sovey O .9 6p-) fi E01 Yo RS GIENERAL NOTES, I. BEARINGS ARE BASED ON PLAT BOOK 38 PAGE 28A ;As SOCIATED S U R V E Y O R S I C, 2 STRUCTURE N0. t846 SHOWA. FL HEREON LIES IMTNO. FLOOD ZONE x AS BEST DETERMINED FROM F.E.M.A. FLOOD MAPS PANEL NO 00010 DATEDOa-r7-lass 3.THIS IS A SURFACE SURVEY ONLY. THE EXTENT OF UNDERGROUND FOOTINGS, LAND & ENGINEERING SURVEYS PIPES AND UTILITIES, IF ANY, NOT DETERMINED. 5915 CEDAR HILLS B )ULEVARD 4.JURISDICTIONAL AND/OR ENVIRONMENTALLY SENSITIVE AREAS IF ANY, NOT SJACKSONVILLE, FLORIDA 32210 LOCATED BY THIS SUR Y. 904-771-6468 5.THIS SURVEY WAS BASED ON LEGAL DESCRIPTIONS FURNISHED AND THE ' PUBLIC RECORDS WERE NOT SEARCHED BY TMS SURVEYOR FOR EASEMENTS, TITLE, COVENANTS OR RESTRICTIONS THAT MAY AFFECT THIS PARCEL SV 6.UNLESS OTHERWISE STATED ALL IRON PIPES FOUND HAVE NO IDENTIRCATION. SCERTIFICATE OF AUTHORIZATION NO. LB 0005488 7.NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. I HEREBY CERTIFY THIS SURVEY WAS DONE UNDER MY O SET IRON PIPE OR REEBAR�/P•CREP�NT O NCU� COY'D = COVERED DIRECT SUPERVISION AND MEETS THE MINIMUM TECHNICAL "ASSOC.SURVEY" OR L.B.5488 P.T. = POINT OF TANGENCY CH = CHORD STANDARDS FOR LAND SURVEYING PURSUANT TO HAPTER � FOUND IRON PIN OR PIPE (IP) P.R.C. - POINT of REVERSE CURVE 61G17-6, A ADM!' STRATION C E. CI TER 0 FOUND CONCRETE MONUMENT (C.M.) P.C.C. - POINT OF COMPOUND CURVE X CROSS CUT OR DRILL HOLE C/L - CENTER LINE R/W- RIGHT OF WAY (R) -RECORD (M) - MEASURED CONC. = CONCRETE B.T.= BUILDING TIE BY: CHARLE B. HATCHERR -RADIUS L a ARC LENGTH A\C -AIR CONDITIONER (E.T.) - SAVE TIE FLORIDA CERTIFICATE N0. 3771 O.R.B.=OFFICIAL RECORD BOOK ® -WATER METER '0,= UTUTY POLL O.R.V. -OFFICIAL RECORD VOLUME P.EO. =POOL EQUIPMENT -- GUY ANCHOR JOB N0. 24291 . - P.R.M.-BUILDING DING REFERENCE MONt1UNE -O.U.--OVER HEAD UTILITIES DATE - 06-20-2000 B.R.L. �-BUILDING RESTRICTION UNE X-X CHAIN LJNK FENCE SCALE: 1" - 30' _ DRAFTER ��3f� E.T. -ELECTRIC TRANSFORMER k PAD W-W WIRE FENCE E.B,- ELECTRIC BOX J•E•A• -JACKSONVILLE ELECTRIC AUTHORItY D--fl WOOD FENCE BTN. - BETWEEN CITY OF ATLANTIC BEACH FPERMITBUILDING / ZONING DEPARTMENT TION # 800 Seminole Road Atlantic Beach,Florida 32233 9M) �Jt':1 jr (904)247-5800 (904)247-5845 Fax Nv-%Ntiv.coab.us APPLICATION TRACKING FORM RE UIRED DEPT: Y N PLANNING Property Address: �cVo, A-OM6 BUILDING ? Y N PUBLIC WORKS Applicant: Y N PUBLIC UTILITIES Y FIRE DEPT. Project: Q(,[1�(�C� l V/ Y N PUBLIC SAFETY APPROVAL U) REQUIRED AGENCY: RECEIVED BY: INITIAL: DATE: Ww Y N D.E.P HUFSTETLER 0 oLU Y N S.J.R.W.M.D. CARPER Q Y N ARMY CORPS of ENG CARPER Y N HOTELS&RESAURANTS HUFSTETLER APPLICATION STATUS CIRCLE ONE: SITE BUILDING DA AP INITIAL: DATE: El 11 1 ST REV PLANNING BUILDING 2ND REV PUBLIC WORKS �bm �+ � 6 8. PUBLIC UTILITIES FIRE DEPT. 3RD REV PUBLIC SAFETY Return this form to the Building Department once you have entered your comments into the AS400. CITY OF ATLANTIC BEACH PERMIT ' f BUILDING / ZONING DEPARTMENT APPLICATION # V� 800 Seminole Road Atlantic Beach,Florida 32233 io f (904)247-5800 (904)247-5845 Fax www.coab.us =RECF-IVFAPPLICATION TRACKING FORM FRED DEPT: PLANNING Joey PI®�lert,'AdE[�reSSe !O �J�IY� r 77a� v�- Z BUILDING F- PUBLIC WORKSApplicant: S0PUBLIC UTILITIES FIRE DEPT. Pr�ojecte D PUBLIC SAFETY CUY�i�AeTD� p ro vid&I C41-J511 a 5 APPROVAL w INITIAL: DAT 00 REQUIRED AGENCY: RECEIVED BY: Z Y N D.E.P HUFSTETLER D D Y S.J.R.W.M. CARPER 2 YN ARMY CORPS of ENG CARPER O Y N HOTELS&RESAURANTS HUFSTETLER APPLICATION STATUS CIRCLE ONE: SITE BUILDING DA AP REVIEWED BY: INITIAL: DATE: ® ® 1ST REV ® /" w �C �� 4 7 PLANNING T7 1NG ® ® 2ND REV PUBLIC WORKS PUBLIC UTILITIES FIRE DEPT. PUBLIC SAFETY 3RD REV Return this form to the Building Department once you have entered your comments into the AS400. i rj y l\Jri ' CITY OF ATLANTIC BEACH PERMIT f BUILDING /ZONING DEPARTMENT APPLICATION # ' 800 Seminole Road /J ,, yr Atlantic Beach,Florida 32233 (904)247-5800 (904)247-5845 Fax www.coab.us APPLICATION TRACKING FORINT RE,Q.6qRED DEPT: ��Py N PLANNING Property Address: /DO ���l��t. r 77d� v�-- Z Y N BUILDING Y N PUBLIC WORKS dell Appficalilt: 2 /h /7)6.5 0 Y N PUBLIC UTILITIES 90:1 Y N FIRE DEPT. Project: 20a-;0n 4Y N PUBLIC SAFETY cOY�77-R,9C7-PA 60 Vld& J_�1a�5 Cl) APPROVAL w INITIAL: DAT 0 REQUIRED AGENCY: RECEIVED BY: Z UJ Y N D.E.P HUFSTETLER 0 Y N S.J.R.W.M. CARPER UJ _ Y N ARMY CORPS of ENG CARPER O Y N HOTELS&RESAURANTS HUFSTETLER APPLICATION STATUS CIRCLE ONE: SITE BUILDING DA AP REVIEWED BY: INITIAL: DATE: ® ® 1ST REV CANNING BUILDING ® ® 2ND REV PUBLIC WORKS PUBLIC UTILITIES FIRE DEPT. PUBLIC SAFETY ® ® 3RD REV Return this form to the Building Department once you have entered your comments into the AS400. BUILDING PERMIT APPLICATION J' 7� r "' CITY OF ATLANTIC BEACH 800 Seminole Road,Atlantic Beach FL 32233 Office: (904)247-5826 a Fax:(904)247-5845 Job Address: _%�4/ ug 5-p,4- — �n Permit Number: Legal Description Valuation of Work(Replacement Cost) $_ (�0 0(1l r • Class of Work(Circle one): New ddition Alteration Repair • Use of existing/proposed structures)(Circ a one : Commercial !eSN7 ■ If an existing structure,is a fire sprinkler system installed?(Circle one): jesiden�-!& % N/A ■ Is approval of homeowner's association or other private entity required?(Circle o�� Yes C-12) Describe in detail the type of work to be performed: R>�,►� y�/�(,n�,� �c��s�n� ���� ��o,� n yP ��f Property Owner Information Name: E12!X l%p N,41i,'j>ClN Address: /E y6 -�62-V,4 C fJ =7 A-, City gaAz c Stateoe/--Zip as - Phone Contractor Information: i- f Name of Company:dA,x ���1�'s�(� �[G r1S �'crfi� e -uQualifying Agent: /fur k eo-k4r Address: City c%4 y rl State Zip 3 2 a j Office Phone y�,��r.3 -/,yu Job Site/Contact Number S/j-M L; State Certification/Registration Office Fax # 9 6if -e1 l Architect Name &Phone#_ rc�n(� I-I-o[(z5 i-A55"` 3% - '331,9 Engineer's Name&Phone# C",j k H,,ias 3h, - u3 Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will beerformed to meet the standards ofall laws regulating construction in thisjurisdiction. This permit becomes null and void if work is not commenced within six(6) months, or if construction or work is suspended or abandoned for a period of six (6) months at any time after work is commenced. I understand that separate permits must be secured for Electrical Work, Plumbing, Signs, Wells,Pools, Furnaces,Boilers,Heaters, Tanks and Air Conditioners, etc. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCENIENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMNIENCEMENT. thereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and orddi'nances governing this type of work will be complied with whether specified herein or not. The grantin o a permit does not presume to give authority to violate or Cancel the provisions of any other federal, state, or local taw regulating construction or the performance of construction. Signature of Property Owner: Signature of Contractor: Sworn and subsc 'bed before e :his 75' 'Day of ��n O]. Sworn to and subscrib d before me ---� this'_Day of 11 DNX 0 LOADhp votary Public: _ •�� o��Sz off-'. I Notary Public: f/ N•� zz *: •o '*- •a•"•��,. JOSH MATTOX tEVISED 03.0$17 #DD 331064 o I :` Nobuy PuWlc-State of Fame Cyt��c � '?My Commission Expires Aug 9,2009 ,h U ...• pF �� .�a t�` Commission#DD 460065 i o ,, ''��-"•,,•,• Bonded By National Notary Assn. ..r_-O'-',M 60OA-2004R EnergyGauge® 4.5.2 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: Johannsen Addition Builder: Prestige Homes Address: 1846 Silver Grande Dr. Permitting Office: Duval City, State: Atlantic Beach, FI Permit Number: Owner: Prestige Homes Jurisdiction Number: 261300 Climate Zone: North 1. New construction or existing New - 12. Cooling systems 2. Single family or multi-family Single family _ a. Central Unit/Package Cap:22.8 kBtu/hr _ 3. Number of units,if multi-family 1 _ SEER: 14.00 _ 4. Number of Bedrooms 1 _ b. N/A _ 5. Is this a worst case? No 6. Conditioned floor area(ft2) 510 ft2 _ c. N/A 7. Glass type and area:(Label reqd.by 13-104.4.5 if not default) _ a. U-factor: Description Area 13. Heating systems (or Single or Double DEFAULT) 7a.(Dble Default) 156.0 ft' _ a. Electric Heat Pump Cap:21.8 kBtu/hr b. SHGC: HSPF:7.70 _ (or Clear or Tint DEFAULT) 7b. (SHGC=0.5) 156.0 ft2 _ b. N/A 8. Floor types _ a. Slab-On-Grade Edge Insulation R=0.0, 125.0(p)ft _ c. N/A b. N/A c. N/A _ 14. Hot water systems 9. Wall types a. Electric Resistance Cap:50.0 gallons a. Frame,Wood,Exterior R=19.0,440.0 W _ EF:0.90 _ 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=30.0,5 10.0 ft2 15. HVAC credits MZ-C,PT,CF,MZ- _ b. N/A _ (CF-Ceiling fan,CV-Cross ventilation, c. N/A _ HF-Whole house fan, 11. Ducts _ PT-Programmable Thermostat, a. Sup:Con. Ret:Con. AH(Sealed):Interior Sup.R=6.0, 102.0 ft MZ-C-Multizone cooling, b. N/A _ MZ-H-Multizone heating) II Glass/Floor Area: 0.31 Total as-built points: 7069 PASS Total base points: 7217 I hereby certify that the plans and specifications covered by Review of the plans and THE STgT this calculation are in c nce with the Florida Energy specifications covered by this o = F Code. ®` calculation indicates compliance ` 4N LJL o. PREPARED Y: with the Florida Energy Code. ti ,,,, to Before construction is completed 1� ?" DATE: -'�"Q� this building will be inspected for 1 hereby certify that this building, as designed, is in compliance compliance with Section 553.908 'r with the Florida Energy Code. Florida Statutes. 4Vcobv5 1vE OWNER/AGENT: BUILDING OFFICIAL: DATE: DATE: 1 Predominant glass type. For actual glass type and areas,see Summer&Winter Glass output on pages 2&4. EnergyGauge®(Version: FLRCPB v4.5.2) FORM 60OA-2004R EnergyGaugeO 4.5.2 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 1846 Silver Grande Dr., Atlantic Beach, FI, 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 .18 510.0 18.59 1707.0 1.Double, SHGC=0.5 N 1.3 5.0 24.0 12.86 0.93 287.0 2.Double, SHGC=0.5 W 1.3 5.0 72.0 27.49 0.90 1783.0 3.Double, SHGC=0.5 N 1.3 5.0 60.0 12.86 0.93 718.0 As-Built Total: 156.0 2788.0 WALL TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Adjacent 0.0 0.00 0.0 1. Frame,Wood, Exterior 19.0 440.0 0.90 396.0 Exterior 440.0 1.70 748.0 Base Total: 440.0 748.0 As-Built Total: 440.0 396.0 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 0.0 0.00 0.0 1.Exterior Wood 40.0 6.10 244.0 Exterior 40.0 6.10 244.0 Base Total: 40.0 244.0 As-Built Total: 40.0 244.0 CEILING TYPES Area X BSPM = Points Type R-Value Area X SPM X SCM = Points Under Attic 510.0 1.73 882.3 1. Under Attic 30.0 510.0 1.73 X 1.00 882.3 Base Total: 510.0 882.3 As-Built Total: 510.0 882.3 FLOOR TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Slab 125.0(p) -37.0 -4625.0 1. Slab-On-Grade Edge Insulation 0.0 125.0(p -41.20 -5150.0 Raised 0.0 0.00 0.0 Base Total: -4625.0 As-Built Total: 125.0 -5150.0 INFILTRATION Area X BSPM = Points Area X SPM = Points 510.0 10.21 5207.1 510.0 10.21 5207.1 EnergyGauge®DCA Form 60OA-2004R EnergyGauge®/FlaRES'2004R FLRCPB v4.5.2 FORM 60OA-2004R EnergyGauge® 4.5.2 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 1846 Silver Grande Dr., Atlantic Beach, FI, PERMIT#: BASE AS-BUILT Summer Base Points: 4163.4 Summer As-Built Points: 4367.4 Total Summer X System = Cooling Total X Cap X Duct X System X Credit = Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (System - Points) (DM x DSM x AHU) (sys 1:Central Unit 22800btuh,SEER/EFF(14.0)Ducts:Con(S),Con(R),Int(AH),R6.0(INS) 4367 1.00 (1.00 x 1.147 x 0.86) 0.244 0.857 905.2 4163.4 0.3250 1353.1 4367.4 1.00 0.992 0.244 0.857 905.2 EnergyGauge TM DCA Form 60OA-2004R EnergyGauge®/FlaRES'2004R FLRCPB v4.5.2 FORM 60OA-2004R EnergyGauge® 4.5.2 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 1846 Silver Grande Dr., Atlantic Beach, FI, 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 .18 510.0 20.17 1852.0 1.Double, SHGC=0.5 N 1.3 5.0 24.0 25.73 1.00 619.0 2.Double, SHGC=0.5 W 1.3 5.0 72.0 22.80 1.03 1685.0 3.Double, SHGC=0.5 N 1.3 5.0 60.0 25.73 1.00 1548.0 As-Built Total: 156.0 3852.0 WALL TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Adjacent 0.0 0.00 0.0 1. Frame,Wood, Exterior 19.0 440.0 2.20 968.0 Exterior 440.0 3.70 1628.0 Base Total: 440.0 1628.0 As-Built Total: 440.0 968.0 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 0.0 0.00 0.0 1.Exterior Wood 40.0 12.30 492.0 Exterior 40.0 12.30 492.0 Base Total: 40.0 492.0 As-Built Total: 40.0 492.0 CEILING TYPES Area X BWPM = Points Type R-Value Area X WPM X WCM = Points Under Attic 510.0 2.05 1045.5 1. Under Attic 30.0 510.0 2.05 X 1.00 1045.5 Base Total: 510.0 1045.5 As-Built Total: 510.0 1045.5 FLOOR TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Slab 125.0(p) 8.9 1112.5 1. Slab-On-Grade Edge Insulation 0.0 125.0(p 18.80 2350.0 Raised 0.0 0.00 0.0 Base Total: 1112.5 As-Built Total: 125.0 2350.0 INFILTRATION Area X BWPM = Points Area X WPM = Points 510.0 -0.59 -300.9 510.0 -0.59 -300.9 EnergyGaugeO DCA Form 60OA-2004R EnergyGaugeO/FlaRES'2004R FLRCPB v4.5.2 FORM 60OA-2004R EnergyGauge® 4.5.2 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 1846 Silver Grande Dr., Atlantic Beach, FI, PERMIT#: BASE AS-BUILT Winter Base Points: 5829.1 Winter As-Built Points: 8406.6 Total Winter X System = Heating Total X Cap X Duct X System X Credit = Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (System - Points) (DM x DSM x AHU) (sys 1: Electric Heat Pump 21800 btuh ,EFF(7.7)Ducts:Con(S),Con(R),Int(AH),R6.0 8406.6 1.000 (1.000 x 1.169 x 0.88)0.443 0.902 3470.2 5829.1 0.5540 3229.3 8406.6 1.00 1.033 0.443 0.902 3470.2 EnergyGauge TM DCA Form 60OA-2004R EnergyGauge0/FlaRES'2004R FLRCPB v4.5.2 FORM 60OA-2004R EnergyGaugeO 4.5.2 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: 1846 Silver Grande Dr., Atlantic Beach, FI, 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 2635.00 2635.0 50.0 0.90 1 1.00 2693.56 1.00 2693.6 As-Built Total: 2693.6 CODE COMPLIANCE STATUS BASE AS-BUILT Cooling + Heating + Hot Water = Total Cooling + Heating + Hot Water = Total Points Points Points Points Points Points Points Points 1353 3229 2635 7217 905 3470 2694 7069 PASS y0, ZHE ST,92�ot EnergyGaugeT^" DCA Form 60OA-2004R EnergyGauge®/FIaRES'2004R FLRCPB v4.5.2 FORM 60OA-2004R EnergyGauge® 4.5.2 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: 1846 Silver Grande Dr., Atlantic Beach, FI, PERMIT#: 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST -COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows&Doors 606.1.ABC.1.1 Maximum:.3 cfm/s .ft.window area; .5 cfirr .tt.door area. Exterior&Adjacent Walls 606.1.ABC.1.2.1 Caulk,gasket,weatherstrip or seal between:windows/doors&frames,surrounding wall; foundation&wall sole or sill plate;joints between exterior wall panels at corners; 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 Penetrations/openings>1/8"sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed X, 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; 1� 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. ff \\ Multi-sto Houses 606.1.ABC.1.2.5 Air barrier onperimeter 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 air. 6A-22 OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences.) COMPONENTS SECTION_ REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 612.1.ABC.3.2. Switch or clearly marked cir 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 efficiency 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 C attached,sealed,insulated,and installed in accordance with the criteria of Section 610. x\ 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. i EnergyGauge" DCA Form 60OA-2004R EnergyGauge®/FlaRES'2004R FLRCPB v4.5.2 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* =85.6 The higher the score,the more efficient the home. Prestige Homes, 1846 Silver Grande Dr., Atlantic Beach, FI, 1. New construction or existing New _ 12. Cooling systems 2. Single family or multi-family Single family _ a. Central Unit/Package Cap:22.8 kBtu/hr 3. Number of units,if multi-family 1 _ SEER: 14.00 _ 4. Number of Bedrooms 1 _ b.N/A 5. Is this a worst case? No _ 6. Conditioned floor area(ft2) 510 ft= _ c. N/A 7. Glass type and area:(Label reqd.by 13-104.4.5 if not default) _ a. U-factor: Description Area 13. Heating systems (or Single or Double DEFAULT) 7a.(Dble Default)156.0 ft2 _ a. Electric Heat Pump Cap:21.8 kBtu/hr b. SHGC: HSPF:7.70 _ (or Clear or Tint DEFAULT) 7b. (SHGC=0.5) 156.0 ft2 _ b.N/A _ 8. Floor types _ a. Slab-On-Grade Edge Insulation R=0.0, 125.0(p)ft _ c. N/A _ b.N/A _ c. N/A _ 14. Hot water systems 9. Wall types a. Electric Resistance Cap:50.0 gallons _ a. Frame,Wood,Exterior R=19.0,440.0 ft2 _ EF:0.90 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=30.0,510.0 ft2 _ 15. HVAC credits MZ-C,PT,CF,MZ- b.N/A _ (CF-Ceiling fan,CV-Cross ventilation, c. N/A _ HF-Whole house fan, 11. Ducts PT-Programmable Thermostat, a. Sup:Con. Ret:Con. AH(Sealed):Interior Sup.R=6.0, 102.0 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 4111E STq� Construction through the above energy saving features which will be installed(or exceeded) , _ ; O in this home before final inspection. Otherwise,a new EPL Display Card will be completed based on installed Code compliant features. nu Builder Signature: Date: Address of New Home: City/FL Zip: j�cODv�� wE *NOTE: The home's estimated energy performance score is only available through the FLARES computer 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 gualify for energy efficiency mortgage(EEM) incentives ifyou obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 3211638-1492 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 850/487-1824. 1 Predominant glass type.For actual glass type and areas,see Summer&Winter Glass output on ages 2&4. EnergyGauge®(Version: FLRCPIFv4.5.2) Residential System Sizing Calculation Summary Prestige Homes Project Title: Code Only 1846 Silver Grande Dr. Johannsen Addition Professional Version Atlantic Beach, FI Climate: North 7/5/2007 Location for weather data: Jacksonville - Defaults: Latitude(30) Altitude(26 ft.) Temp Range(M) Humidity data: Interior RH 50% Outdoor wet bulb 77F Humidity difference 53 r. Winter design temperature 32 F Summer design temperature 93 F Winter setpoint 70 F Summer setpoint 75 F Winter temperature difference 38 F Summer temperature difference 18 F Total heating load calculation 21487 Btuh Total cooling load calculation 20913 Btuh Submitted heating capacity % of calc Btuh Submitted cooling capacity % of calc Btuh Total (Electric Heat Pump) 101.5 21800 Sensible (SHR = 0.70) 130.4 15960 Heat Pump + Auxiliary(O.OkW) 101.5 21800 Latent 78.9 6840 Total Electric Heat Pum 109.0 22800 WINTER CALCULATIONS Winter Heating Load for 510 sqft) Load component Load \Mndows(l6%) Window total 156 sqft 3379 Btuh Wall total 440 sqft 1292 Btuh Cethngs(3%) VentiWion(39%) Door total 40 sqft 821 Btuh % +Nals(6%) Ceiling total 510 sqft 617 Btuh Floor total 125 sqft 5605 Btuh Infiltration 34 cfm 1420 Btuh Duct loss 0 Btuh Subtotal 13134 Btuh '/ Floors(26%) Ventilation 200 cfm 8353 Btuh Infil(7%) TOTAL HEAT LOSS 21487 Btuh SUMMER CALCULATIONS Summer Cooling Load for 510 sqft) Load component Load Window total 156 sqft 2654 Btuh Wall total 440 sqft 694 Btuh Door total 40 sqft 626 Btuh La en iAernel(2%) 1Mndows(13%) Ceiling total 510 sqft 861 Btuh Floor total 0 Btuh Ceilings(4%) Infiltration 30 cfm 589 Btuh wa11s(3%) Internal gain 2860 Btuh / Doors(3%) Duct gain 0 Btuh Sens. Ventilation 200 cfm 3957 Btuh I'M(B%) Total sensible gain 12240 Btuh ventiiation(53%) 11 I Latent gain(ducts) 0 Btuh Latent gain(infiltration) 1071 Btuh G-(1 4%) Latent gain(ventilation) 7202 Btuh Latent gain(internal/occupants/other) 400 Btuh Total latent gain 8673 Btuh TOTAL HEAT GAIN 20913 Btuh EnergyGau tP i�ng Version 8 PREPARE BY: '.' - For Florida residences only DATE: n EnergyGaugeO FLRCPB v4.5.2 System Sizing Calculations - Winter Residential Load - Whole House Component Details Prestige Homes Project Title: Code Only 1846 Silver Grande Dr. Johannsen Addition Professional Version Atlantic Beach, FI Climate: North Reference City: Jacksonville (Defaults) Winter Temperature Difference: 38.0 F 7/5/2007 Window Panes/SHGC/Frame/U Orientation Area s ft X HTM= Load 1 2, SHGC=0.5, Wood, 0.57 N 24.0 21.7 520 Btuh 2 2, SHGC=0.5, Wood, 0.57 W 72.0 21.7 1560 Btuh 3 2, SHGC=0.5, Wood, 0.57 N 60.0 21.7 1300 Btuh Window Total 156 s ft 3379 Btuh Walls Type R-Value Area X HTM= Load 1 Frame -Wood - Ext(0.08) 19.0 440 2.9 1292 Btuh Wall Total 440 1292 Btuh Doors Type Area X HTM= Load 1 Wood - Exterior 40 20.5 821 Btuh Door Total 40 821 Btuh Ceilings Type/Color/Surface R-Value Area X HTM= Load 1 Vented Attic/D/Shin 30.0 510 1.2 617 Btuh Ceiling Total 510 617Btuh Floors Type R-Value Size X HTM= Load 1 Slab On Grade 0 125.0 ft(p) 44.8 5605 Btuh Floor Total 125 5605 Btuh Envelope Subtotal: 11714 Btuh Infiltration Type ACH X Volume(cuft)walls(sqft) CFM= Natural(Adjusted for ventilation) 0.40 5100 440 34.0 1420 Btuh Ductload (DLM of 0.000) 0 Btuh All Zones Sensible Subtotal All Zones 13134 Btuh Subtotal Sensible 13134 Btuh Ventilation Sensible 8353 Btuh Total Btuh Loss 21487 Btuh EnergyGauge& FLRCPB v4.5.2 Page 1 Manual J Winter Calculations Residential Load - Component Details (continued) Prestige Homes Project Title: Code Only 1846 Silver Grande Dr. Johannsen Addition Professional Version Atlantic Beach, FI Climate: North 7/5/2007 1. Electric Heat Pump # 21800 Btuh Key:Window types(SHGC-Shading coefficient of glass as SHGC numerical value or as clear or tint) (Frame types-metal,wood or insulated metal) U-Window U-Factor or'DEF'for default u (HTM-ManualJ Heat Transfer Multiplier) Key Floor size(perimeter(p)for slab-on-grade or area for all other floor types) Version 8 For Florida residences only EnergyGauge(D FLRCPB v4.5.2 Page 2 System Sizing Calculations - Winter Residential Load - Room by Room Component Details Prestige Homes Project Title: Code Only 1846 Silver Grande Dr. Johannsen Addition Professional Version Atlantic Beach, FI Climate: North Reference City: Jacksonville (Defaults) Winter Temperature Difference: 38.0 F 7/5/2007 Window Panes/SHGC/Frame/U Orientation Area s ft X HTM= Load 1 2, SHGC=0.5, Wood, 0.57 N 24.0 21.7 520 Btuh 2 2, SHGC=0.5, Wood, 0.57 W 72.0 21.7 1560 Btuh 3 2, SHGC=0.5, Wood, 0.57 N 60.0 21.7 1300 Btuh Window Total 156 s ft 3379 Btuh Walls Type R-Value Area X HTM= Load 1 Frame -Wood - Ext(0.08) 19.0 440 2.9 1292 Btuh Wall Total 440 1292 Btuh Doors Type Area X HTM= Load 1 Wood - Exterior 40 20.5 821 Btuh Door Total 40 821 Btuh Ceilings Type/Color/Surface R-Value Area X HTM= Load 1 Vented Attic/D/Shin 30.0 510 1.2 617 Btuh Ceiling Total 510 617Btuh Floors Type R-Value Size X HTM= Load 1 Slab On Grade 0 125.0 ft(p) 44.8 5605 Btuh Floor Total 125 5605 Btuh Zone Envelope Subtotal: 11714 Btuh Infiltration Type ACH X Volume(cuft)walls(sgft) CFM= Natural(Adjusted for ventilation) 0.40 5100 440 34.0 1420 Btuh Ductload Notably sealed, Supply(R6.0-Cond.), Return(R6.0-Cond)(DLM of 0.000) 0 Btuh Zone #1 Sensible Zone Subtotal 13134 Btuh Subtotal Sensible 13134 Btuh Ventilation Sensible 8353 Btuh Total Btuh Loss 21487 Btuh EnergyGaugeO FLRCPB v4.5.2 Page 1 Manual J Winter Calculations Residential Load - Component Details (continued) Prestige Homes Project Title: Code Only 1846 Silver Grande Dr. Johannsen Addition Professional Version Atlantic Beach, FI Climate: North 7/5/2007 1. Electric Heat Pump # 21800 Btuh Key:Window types(SHGC-Shading coefficient of glass as SHGC numerical value or as clear or tint) (Frame types-metal,wood or insulated metal) (U-Window U-Factor or'DEF'for default) .4 (HTM-ManualJ Heat Transfer Multiplier) Key: Floor size(perimeter(p)for slab-on-grade or area for all other floor types) Version 8 For Florida residences only EnergyGauge® FLRCPB v4.5.2 Page 2 System Sizing Calculations - Summer Residential Load - Whole House Component Details Prestige Homes Project Title: Code Only 1846 Silver Grande Dr. Johannsen Addition Professional Version Atlantic Beach, FI Climate: North Reference City: Jacksonville (Defaults) Summer Temperature Difference: 18.0 F 7/5/2007 Type* Overhang Window Area(sqft) HTM Load Window Pn/SHGC/U/InSh/ExSh/IS Omt Len Hgt Gross Shaded Unshaded Shaded Unshaded 1 2,SHGC=0.5,0.57,B-D,0.45,F N 1.33 5ft. 24.0 0.0 24.0 12 12 298 Btuh 2 2,SHGC=0.5,0.57,B-D,0.45,F W 1.33 5ft. 72.0 1.9 70.1 12 23 1611 Btuh 3 2, SHGC=0.5,0.57,B-D,0.45,F N 1.33 5ft. 60.0 0.0 60.0 12 12 745 Btuh Window Total 156 (sqft) 2654 Btuh Walls Type R-Value/U-Value Area(sqft) HTM Load 1 Frame-Wood-Ext 19.0/0.08 440.0 1.6 694 Btuh Wall Total 440 (sqft) 694 Btuh Doors Type Area (sqft) HTM Load 1 Wood-Exterior 40.0 15.7 626 Btuh Door Total 40 (sqft) 626 Btuh j Ceilings Type/Color/Surface R-Value Area(sqft) HTM Load 1 Vented Attic/DarkShingle 30.0 510.0 1.7 861 Btuh Ceiling Total 510(sqft) 861 Btuh Floors Type R-Value Size HTM Load 1 Slab On Grade 0.0 125(ft(p)) 0.0 0 Btuh Floor Total 125.0 (sqft) 0 Btuh Envelope Subtotal: 4834 Btuh Infiltration Type ACH Volume(cuft)wall area(sqft) CFM= Load SensibleNatural 0.35 5100 440 34.0 589 Btuh Internal Occupants Btuh/occupant Appliance Load gain 2 X 230 + 2400 2860 Btuh Sensible Envelope Load: 8283 Btuh Duct load (DGM of 0.000) 0 Btuh i Sensible Load All Zones 8283 Btuh EnergyGauge® FLRCPB v4.5.2 Page 1 Manual J Summer Calculations Residential Load - Component Details (continued) Prestige Homes Project Title: Code Only 1846 Silver Grande Dr. Johannsen Addition Professional Version Atlantic Beach, FI Climate: North 7/5/2007 Sensible Envelope Load All Zones 8283 Btuh Sensible Duct Load 0 Btuh Total Sensible Zone Loads 8283 Btuh Sensible ventilation 3957 Btuh Blower 0 Btuh Whole House Total sensible gain 12240 Btuh Totals for Cooling Latent infiltration gain (for 53 gr. humidity difference) 1071 Btuh Latent ventilation gain 7202 Btuh Latent duct gain 0 Btuh Latent occupant gain (2 people @ 200 Btuh per person) 400 Btuh Latent other gain 0 Btuh Latent total gain 8673 Btuh TOTAL GAIN 20913 Btuh 1. Central Unit/Pkg # 22800 Btuh 'Key: Window types(Pn-Number of panes of glass) (SHGC-Shading coefficient of glass as SHGC numerical value or as clear or tint) (U-Window U-Factor or'DEF'for default) (InSh-Interior shading device: none(N), Blinds(B), Draperies(D)or Roller Shades(R)) (ExSh-Exterior shading device: none(N)or numerical value) (BS-Insect screen: none(N), Full(F)or Half(H)) (Ornt-compass orientation) Version 8 For Florida residences only EnergyGauge® FLRCPB v4.5.2 Page 2 System Sizing Calculations - Summer Residential Load - Room by Room Component Details Prestige Homes Project Title: Code Only 1846 Silver Grande Dr. Johannsen Addition Professional Version Atlantic Beach, FI Climate: North Reference City: Jacksonville (Defaults) Summer Temperature Difference: 18.0 F 7/5/2007 Type* Overhang Window Area(sqft) HTM Load Window Pn/SHGC/U/InSh/ExSh/IS Omt Len H t Gross ShadedUnshaded Shaded Unshaded 1 2,SHGC=0.5,0.57, B-D,0.45,F N 1.33 5ft. 24.0 0.0 24.0 12 12 298 Btuh 2 2, SHGC=0.5, 0.57, B-D, 0.45,F W 1.33 5ft. 72.0 1.9 70.1 12 23 1611 Btuh 3 2, SHGC=0.5, 0.57, B-D, 0.45,F N 1.33 5ft. 60.0 0.0 60.0 12 12 745 Btuh 1 Window Total 156 (sqft) 2654 Btuh r Walls 'Type R-Value/U-Value Area(sqft) HTM Load 1 Frame-Wood-Ext 19.0/0.08 440.0 1.6 694 Btuh Wall Total 440 (sqft) 694 Btuh Doors Type Area (sqft) HTM Load 1 Wood-Exterior 40.0 15.7 626 Btuh _ Door Total 40 (sqft) 626 Btuh Ceilings Type/Color/Surface R-Value Area(sqft) HTM Load !, 1 Vented Attic/DarkShingle 30.0 510.0 1.7 861 Btuh _ Ceiling Total 510 (sqft) 861 Btuh Floors Type R-Value Size HTM Load 1 Slab On Grade 0.0 125(ft(p)) 0.0 0 Btuh Floor Total 125.0 (sqft) 0 Btuh Zone Envelope Subtotal: 4834 Btuh Infiltration Type ACH Volume(cuft)wall area(sqft) CFM= Load SensibleNatural 0.35 5100 440 29.8 589 Btuh Internal Occupants Btuh/occupant Appliance Load amain 2 X 230 + 2400 2860 Btuh Sensible Envelope Load: 8283 Btuh Duct load Notably sealed, Su pl (R6.0-Cond.), Return(R6.0-Cond) (DGM of 0.000) 0 Btuh Sensible Zone Load 8283 Btuh I I EnergyGaugeO FLRCPB v4.5.2 Page 1 Manual J Summer Calculations Residential Load - Component Details (continued) Prestige Homes Project Title: Code Only 1846 Silver Grande Dr. Johannsen Addition Professional Version Atlantic Beach, FI Climate: North 7/5/2007 Sensible Envelope Load All Zones 8283 Btuh Sensible Duct Load 0 Btuh Total Sensible Zone Loads 8283 Btuh Sensible ventilation 3957 Btuh Blower 0 Btuh Whole House Total sensible gain 12240 Btuh Totals for Cooling Latent infiltration gain (for 53 gr. humidity difference) 1071 Btuh Latent ventilation gain 7202 Btuh Latent duct gain 0 Btuh Latent occupant gain (2 people @ 200 Btuh per person) 400 Btuh Latent other gain 0 Btuh Latent total gain 8673 Btuh TOTAL GAIN 20913 Btuh 1. Central Unit/Pkg # 22800 Btuh 'Key: Window types(Pn-Number of panes of glass) (SHGC-Shading coefficient of glass as SHGC numerical value or as clear or tint) (U-Window U-Factor or'DEF'for default) (InSh-Interior shading device: none(N), Blinds(B), Draperies(D)or Roller Shades(R)) (ExSh-Exterior shading device: none(N)or numerical value) (BS-Insect screen: none(N), Full(F)or Half(H)) (Ornt-compass orientation) Version 8 For Florida residences only EnergyGaugeO FLRCPB v4.5.2 Page 2 Residential Window Diversity MidSummer Prestige Homes Project Title: Code Only 1846 Silver Grande Dr. Johannsen Addition Professional Version Atlantic Beach, FI Climate: North 7/5/2007 Summer design temperature 93 F Average window load for July 4112 Btuh Summer setpoint 75 F Peak window load for July 7040 Btuh Summer temperature difference 18 F Excusion limit(130% of Ave.) 5346 Btuh Latitude 30 North Window excursion (Jul ) 1694 Btuh WINDOW Average and Peak Loads 5500.00 Limit for excursion 5000.00 4500.00 12 Hour Average r 4000.00 1 t 3500.00 1 0 3000.00 o 2500.00 C r' 2000.00 1500.00 1000.00 500.00 0.00 a.m. 10 12 2 p.m. 4 p.m. 6 p.m. 8 P.M. a.m. Total July Window Load(Radiation and conduction) This application has glass areas that produce large heat gains for part of the day. 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RE: 10892 - Prestige Homes; Erik Residence 14515 North Outer Forty Drive Suite 300 Chesterfield,MO 63017-5746 Site Information: Project Customer: Prestige Homes Project Name: Erik Residence Lot/Block: Subdivision: Address: 1846 Selva Grande Drive City: Atlantic Beach State: FL Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2004/TP12002 Design Program: MiTek 20/20 6.5 Wind Code: ASCE 7-02 Wind Speed: 120 mph Floor Load: N/A psf Roof Load: 42.0 psf This package includes 5 individual, dated Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 611315-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name Date Ll 112070927 _Ml 5/7/07_ J 2 112070928 1 A01A 5/7/07 3 112070929 A01 G 5/7/07 4 112070930 A02 5/7/07 5 112070931 FT01 5/7/07 REVIEWED BY FRANK HOLAS &ASSOC. GYAPPROVED ❑APPROVED ASINOTED ❑ RE%T RLSUBMIT DAT D The truss drawing(s)referenced above have been prepared by MiTek Industries, Inc. under my direct supervision based on the parameters provided by Builders Truss Manufacturing. Truss Design Engineer's Name: Miller, Scott My license renewal date for the state of Florida is February 28, 2009. NOTE:The seal on these drawings indicate acceptance of SwitW.Willer,FLLic#58316 MiTek Industries,Inc. professional engineering responsibility solely for the truss 14515 North Outer Forty Drive components shown. The suitability and use of this component suite 300 Chesterfield,MO,s3o17 for any particular building is the responsibility of the building FLCort.#6634 designer, per ANSI/TPI-1 Chapter 2. May 7,2007 1 of 2 Miller, Scott Job Truss Truss Type Qty Ply Prestige Homes;Erik Residence 11207092 10892 A01 ROOF TRUSS 11 1 Job Reference(optional) -Builders Truss Mfg.,Woodbine,GA 31569 6.500 s Apr 2 2007 MiTek Industries,Inc. Fri May 04 15:05:18 2007 Page 1 -2-10-0 6-6-14 12-0-2 17-2-8 2-10-0 6-6-14 5-5-4 5-2-0 2x4 M1120 11 Scale=1:52.5 6 6.00 F12 30 M1120 12 5 19 3x4 W120 i 11 N 3x4 W120 i 4 3 10 8 7 5x5 M1120= 3x4 M1120= 0 9 2 1.5x4 M1120 11 4.00 12 1 3x5 MII20 6-6-14 + 12-0-2 17-2-8 6-6-14 5-5-4 5-2-6 Plate Offsets X Y: [2:0-1-4,0-1-81, 8:0-2-4,0-2-8 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.73 Vert(LL) 0.23 8-9 >888 360 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.60 Vert(TL) -0.32 9 >631 240 BCLL 10.0 Rep Stress Incr YES WB 0.64 Horz(TL) 0.13 7 n/a n/a BCDL 5.0 Code FBC2004frP12002 (Matrix) Weight:87 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2*Except* TOP CHORD Structural wood sheathing directly applied or 4-9-15 oc purlins, except 14 2 X 4 SYP 240OF 2.0E end verticals. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 4-8-3 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 7=696/Mechanical,2=886/0-3-8 Max Horz2=677(LC 5) Max Uplift7=-580(LC 6),2=-648(LC 5) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/66,2-10=-2663/1323,3-10=-2502/1325,3-4=-1441/744,4-11=-1377/747,5-11=-1320/758,5-12=-93/0,6-12=-73/25, 6-7=-106/194 BOT CHORD 2-9=-1686/2429,8-9=-1690/2436,7-8=-919/1178 WEBS 3-9=0/160,3-8=-1058/719,5-8=430/819,5-7=-1265/980 NOTES 1)Wind:ASCE 7-02;120mph(3-second gust);h=30ft;TCDL=4.2psf;BCDL=3.Opsf;Category ll;Exp C;enclosed;MWFRS gable end zone and C-C Exterior(2)-2-10-0 to 0-1-12,Interior(1)0-1-12 to 14-0-12,Exterior(2)14-0-12 to 17-0-12 zone; Lumber DOL=1.33 plate grip DOL=1.33.This truss is designed for C-C for members and forces,and for MW FRS for reactions specified. 2)This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 3)Refer to girder(s)for truss to truss connections. 4)Bearing at joint(s)2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 580 Ib uplift at joint 7 and 648 Ib uplift at joint 2. LOAD CASE(S) Standard Scott W.Miller,FL Lic#58316 MiTek Industries,Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield,MO,63017 FL Cert.#6634 May 7,20 7 A WARNING-Ver(/y design pamrneters and READ NOTES ON THIS AND INCLUDED AMEX REFERENCE PAGE MU-7473 BEFORE USE. � Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown MiTek �' is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the M erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPII Quality Criteria,DSB-89 and BCSII Building Component 14515 N.Outer Forty,Suite#300 Safety Information available from Truss Plate Institute,583 D'Onofdo Drive,Madison,WI 53719. Chesterfield,MO 63017 i Job Truss Truss Type Qty Ply Prestige Homes;Erik Residence 10892 AOtA GABLE 1 1 11207092 Job Reference(optional) -Builders Truss Mfg.,Woodbine,GA 31569 6.500 s Apr 2 2007 MiTek Industries,Inc. Fri May 04 15:05:18 2007 Page 1 -2-10-0 17-2-8 2-10-0 17-2-8 1.5x4 M1120 11 Scale_1.55.7 1.5x4 M1120 II 6.00 12 1.5x4 M1120 11 12 1.5x4 M1120 II 11 1.5x4 M1120 11 3x4 M1120 23 10 9 0 1.5x4 M1120 11 7 8 °Q 1.5x4 M1120 11 v 6 3x6 M1120 i 22 5 3x6 M1120 i 4 r x Y v 3 < x 112011 O II 2 O X 1 1 6x6 MII20 6x8 M1120 3x4 M1120 12-0-2 17-2-8 12-0-2 5-2-6 Plate Offsets X Y: [2:04!1-8,072A, 2:0-7-130-2-14 21:0-0-20-2-3 LOADING(psf) SPACING 2-M CSI DEFL in (loc) I/defi Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.88 Vert(LL) -0.06 1 n/r 120 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.15 Vert(TL) -0.09 1 n/r 80 BCLL 10.0 Rep Stress Incr NO WB 0.09 Horz(TL) -0.00 13 n/a n/a BCDL 5.0 Code FBC2004/TPI2002 (Matrix) Weight:88 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2*Except* TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 1-3 2 X 4 SYP 240OF 2.0E end verticals. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYP No.3 REACTIONS (lb/size) 13=-8/17-2-8,2=378/17-2-8,17=17/17-2-8,19=179/17-2-8,20=132/17-2-8,21=274/17-2-8,18=161/17-2-8,16=153/17-2-8,15=179/17-2-8,14=122/17-2-8 Max Horz2=651(LC 5) Max Uplift13=-39(LC 6),2=-336(LC 5),19=-101(LC 6),20=-145(LC 5),21=-120(LC 5),18=-125(LC 6),16=-167(LC 6),15=-173(LC 6),14=-69(LC 6) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/63,2-3=-707/0,3-4=-692/43,4-22=-630/0,5-22=-624/18,5-6=-524/24,6-7=-432/23,7-8=-336/0,8-9=-332/23, 9-23=-243/0,10-23=-237/24,10-11=-99/21,11-12=-12/1,12-13=-0/16 BOT CHORD 2-21=-23/21,20-21=-19/5,19-20=-9/12,18-19=-12/10,17-18=-11/6,16-17=-9/1,15-16=-9/1,14-15=-9/1,13-14=-9/1 WEBS 6-19=-111/189,5-20=-94/220,4-21=-164/172,7-18=-107/199,9-16=-107/190,10-15=-115/307,11-14=-72/202 NOTES 1)Wind:ASCE 7-02;120mph(3-second gust);h=30ft;TCDL=4.2psf;BCDL=3.Opsf;Category ll;Exp C;enclosed;MWFRS gable end zone and C-C Corner(3)-2-10-0 to 0-M,Extedor(2)0-M to 14-0-12,Comer(3)14-0-12 to 17-0-12 zone; Lumber DOL=1.33 plate grip DOL=1.33.This truss is designed for C-C for members and forces,and for MW FRS for reactions specified. 2)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1-2002. 3)This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 4)Gable requires continuous bottom chord bearing. 5)Gable studs spaced at 2-M oc. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 39 Ib uplift at joint 13,336 Ib uplift at joint 2, 101 Ib uplift at joint 19,145 Ib uplift at joint 20,120 Ib uplift at joint 21,125 Ib uplift at joint 18,167 Ib uplift at joint 16,173 Ib uplift at joint 15 and 69 Ib uplift at joint 14. 7)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)13,17,19,20,21,18,16,15,14. LOAD CASE(S) Standard Scott W.Miller,FL Lic#58316 MiTek Industries,Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield,MO,63017 FL Cert.#6634 May 7,20 7 ® WARNINO-Vsr(ry design parameters and READ NOTES ON TWS AND INCLUDED AUTSR REFERENCE PADS I13I-7473 BEFORE EMS. Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design paromenters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown MiTek for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/7111Quaply Criteria,DSB-89 and BCSI1 Building Component 14515 N.Outer Forty,Suite#300 Safety Informallon available from Truss Plate Institute,583 D'Onof to Drive,Madison,WI 53719. Chesterfield,MO 63017 s Job Truss Truss Type Qty Ply Prestige Homes;Erik Residence 11207092 10892 A01G ROOF TRUSS 2 Job Reference(optional) Builders Truss Mfg.,Woodbine,GA 31569 6.500 s Apr 2 2007 MiTek Industries,Inc. Fri May 04 15:05:19 2007 Page 1 -2-2-10-0 5-5-9 i 8-8-14 12-0-2 14-8-1217-2> 8 2-10-0 5-5-9 3-3-5 3-3-5 2-8-10 2-5-12 1.5x4 M1120 11 Scale=1:52.9 3x4 M1120 i B 6.00 12 3x4 M1120 i 7 6 W 0 3x4 M1120 i 15 3x4 M1120 i 5 3x4 M1120 4 3 14 11 10 9 5x5 M1120= 3x4 M1120= 4x4 M1120= 12 Special 3x5 M1120% 2 13 2x4 M1120 11 3x4 M1120 4.00 12 1 3x6 M1120 5-5-9 B-8-14 12-0-2 14-8-12 f 17-2-8 5-5-9 3-3-5 3-3-5 2-8-10 2-5-12 Plate Offsets X Y: [2:0-3-13,0-0-71,[11:0-2-8,0-3-41 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.54 Vert(LL) 0.14 12-13 >999 360 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.40 Vert(TL) -0.19 12-13 >999 240 BCLL 10.0 Rep Stress Incr NO WB 0.30 Horz(TL) 0.07 9 n/a n/a BCDL 5.0 Code FBC2004/TP12002 (Matrix) Weight:222 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2 X 6 SYP No.2 end verticals. WEBS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 9=1665/Mechanical,2=1041/0-3-8 Max Horz 2=680(LC 4) Max Uplift9=-1449(LC 5),2=-791(LC 4) FORCES (Ib)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/69,2-3=-3493/2060,3-14=-3179/2051,4-14=-3160/2053,4-5=-3151/2061,5-15=-2350/1625,6-15=-2291/1631, 6-7=-1205/864,7-8=-45/11,8-9=-60/91 BOT CHORD 2-13=-2375/3203,12-13=-2417/3249,11-12=-2289/2978,10-11=-1645/1987,9-10=-908/1050 WEBS 3-13=-58/239,3-12=-222/109,5-12=-131/279,5-11=-760/511,6-11=-768/1126,7-10=-1531/1899,6-10=-1216/957, 7-9=-1830/1580 NOTES 1)2-ply truss to be connected together with 1 Od(0.148'x3")nails as follows: Top chords connected as follows:2 X 4-1 row at 0-9-0 oc. Bottom chords connected as follows:2 X 6-2 rows at 0-9-0 oc. Webs connected as follows:2 X 4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Wind:ASCE 7-02;120mph(3-second gust);h=30ft;TCDL=4.2psf;BCDL=3.Opsf;Category ll;Exp C;enclosed,MWFRS gable end zone; Lumber DOL=1.33 plate grip DOL=1.33. 4)This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 5)Refer to girder(s)for truss to truss connections. 6)Bearing at joint(s)2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. Scott W.Miller,FL Lic#58316 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1449 Ib uplift at joint 9 and 791 Ib uplift at joint MiTek Industries,Inc. 2 14515 North Outer Forty Drive 8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)1124 Ib down and 1012 Ib up at Suite 300 14-8-12 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. Chesterfield,MO,63017 FL Cert.#6634 LOAD CASE(S) Standard May 7,20 7 Continued on page 2 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED AUTEK REFERENCE PAGE MU-7473 BEFORE USE. Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown A'�A is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the MiTek erector. Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding •owe.,n•rRroe�..- fabrication,quality control,storage,delivery,erection and bracing,consult ANSIITP11 Quality Cdterla,DSB-89 and 8CSI1 Building Component 14515 N.Outer Forty,Suite#300 SoI Information available from Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719. Chesterfield,MO 63017 Job Truss Truss Type Qty Ply Prestige Homes;Erik Residence 112070929 10892 A01G ROOF TRUSS 2 2 Job Reference(optional) -Builders Truss Mfg.,Woodbine,GA 31569 6.500 s Apr 2 2007 MTek Industries,Inc. Fri May 04 15:05:19 2007 Page LOAD CASE(S) Standard 1)Regular:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-8=-54,2-11=-30,9-11=-30 Concentrated Loads(lb) Vert:10=-1124(8) ® WARNING-VerG(y design parameters and READ PATES ON TNIS AND INCLUDED HITEK REFERBNCB PAGE YD-7473 BEFORE USE. Design valid for use only with MTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design poramenters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown A I Te is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the 'y' c erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding pa„e„.o��a�o..,: fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Quality Criteria,DSB-89 and BCSII Building Component 14515 N.Outer Forty,Suite#300 Safety Information available from Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719. _ Chesterfield,MO 63017 1 Job Truss Truss Type Oty Ply Prestige Homes;Erik Residence 10892 A02 ROOF TRUSS 3 1 112070930 Job Reference(optional) -Builders Truss Mfg.,Woodbine,GA 31569 6.500 s Apr 2 2007 MiTek Industries,Inc. Fri May 04 15:05:20 2007 Page 1 -2-10-0 6-6-14 12-0-2 14-7-4 2-10-0 6-6-14 5-5-4 2-7-2 1.5x4 1011120 11 Scale-1'46.2 6.00 F12 7 3x4 M11207:r- 6 13 N 3x4 M1120 ap cn 3x4 M11207,:- 12 5 4 11 9 8 3 5x5 1011120= 3x4 M1120= 0 10 2 1.5x4 M1120 11 3x5 M112075- 0 5x5M1120% 4.00 F12 1 3x4 M1120% 6-0-14 12-0-2 14-7-4 6-6-14 5-5-4 2-7-2 Plate Offsets(X,Y): [2:0-9-14,0-3-01,[2:0-7-5,0-2-91, 9:0-2-4,0-2-8 LOADING(psf) SPACING 2-M CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.73 Vert(LL) 0.14 10 >999 360 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.46 Vert(TL) -0.19 2-10 >885 240 BCLL 10.0 Rep Stress Incr YES WB 0.62 Horz(TL) 0.06 8 n/a n/a BCDL 5.0 Code FBC2004/TP12002 (Matrix) Weight:78 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2*Except* TOP CHORD Structural wood sheathing directly applied or 5-10-12 oc purlins, except 1-5 2 X 4 SYP 240OF 2.0E end verticals. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 5-3-14 oc bracing. WEBS 2 X 4 SYP No.3 SLIDER Left 2 X 4 SYP No.2 2-11-8 REACTIONS (Ib/size) 8=584/Mechanical,2=779/0-3-8 Max Horz2=608(LC 5) Max Uplift8=-504(LC 6),2=-015(LC 5) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/66,2-3=-2023/1027,3-11=-1919/1048,4-11=-1863/1050,4-5=-772/372,5-12=-723/378,12-13=-710/381, 6-13=-651/391,6-7=-52/3,7-8=-2/40 BOT CHORD 2-10=-1356/1835,9-10=-1361/1836,8-9=-513/595 WEBS 4-10=0/159,4-9=-1088/752,6-9=-336/608,6-8=-828/716 NOTES 1)Wind:ASCE 7-02;120mph(3-second gust);h=30ft;TCDL=4.2psf;BCDL=3.Opsf;Category II;Exp C;enclosed;MWFRS gable end zone and C-C Exterior(2)-2-10-0 to 0-1-12,Interior(1)0-1-12 to 11-5-8,Exterior(2)11-5-8 to 14-5-8 zone; Lumber DOL=1.33 plate grip DOL=1.33.This truss is designed for C-C for members and forces,and for MWFRS for reactions specified. 2)This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 3)Refer to girder(s)for truss to truss connections. 4)Bearing at joint(s)2 considers parallel to grain value using ANSUTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 504 Ib uplift at joint 8 and 615 Ib uplift at joint 2. LOAD CASE(S) Standard Scott W.Miller,FL Lic#58316 MiTek Industries,Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield,MO,63017 FL Cert.#6634 May 7,20 7 A WARNING-VerVy design parameters and READ NOTES ON THIS AND INCLUDED MITES REFERENCE PADS MQ-7473 BEFORE USE. � Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown MiTek for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity,of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding _ fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPII Quality Criteria,DSO-89 and BCS11 Building Component 14515 N.Outer Forty,Suite#300 Safety Information available from Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719. Chesterfield,MO 63017 Job Truss Truss Type Qty Ply Prestige Homes;Erik Residence 112070931 10892 FT01 ROOF TRUSS 1 2 Job Reference(optional) Builders Truss Mfg.,Woodbine,GA 31569 6.500 s Apr 2 2007 MiTek Industries,Inc. Fri May 04 15:05:20 2007 Page 1 3-10.8 7-9-0 3-10-8 3-10-8 4x4 M1120= 1.5x4 M1120 11 4x4 M1120= Scale=1:23.1 1 7 2 8 3 6 9 5 10 4 2x4 M1120 11 Special 3x8 M1120= Special 2x4 M1I20 11 Special 3-10-8 7-9-0 3-10-8 3-10-8 Plate Offsets(X,Y): [1:0-1-12,0-2-41,[3:0-1-12,0-2-41 LOADING(psi) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.16 Vert(LL) 0.02 5-6 >999 360 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.21 Vert(TL) -0.02 5-6 >999 240 BCLL 10.0 Rep Stress Incr NO WB 0.19 Horz(TL) -0.00 4 n/a n/a BCDL 5.0 Code FBC2004/TP12002 (Matrix) Weight:113 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2 X 6 SYP No.2 end verticals. WEBS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 6=1136/Mechanical,4=1154/Mechanical Max Uplift6=-989(LC 2),4=-1006(LC 2) FORCES (Ib)-Maximum Compression/Maximum Tension TOP CHORD 1-6=-879/801,1-7=-883/775,2-7=-883/775,2-8=-883/775,3-8=-883/775,3-4=-879/801 BOT CHORD 6-9=-0/0,5-9=-0/0,5-10=-0/0,4-10=-0/O WEBS 1-5=-1044/1190,2-5=-240/309,3-5=-1044/1190 NOTES 1)2-ply truss to be connected together with 10d(0.148"x3")nails as follows: Top chords connected as follows:2 X 4-1 row at 0-9-0 oc. Bottom chords connected as follows:2 X 6-2 rows at 0-9-0 oc. Webs connected as follows:2 X 4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Wind:ASCE 7-02,120mph(3-second gust),h=30ft;TCDL=4.2psf;BCDL=3.Opsf,Category ll;Exp C;enclosed;MWFRS gable end zone, Lumber DOL=1.33 plate grip DOL=1.33. 4)Provide adequate drainage to prevent water ponding. 5)This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 6)Refer to girder(s)for truss to truss connections. — 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 989 Ib uplift at joint 6 and 1006 Ib uplift aint 4. 8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)554 Ib down and 510 Ib up at 1-11-4, Scott W.Miller,FL Lic#58316 and 554 Ib down and 510 Ib up at 3-11-4,and 554 Ib down and 510 Ib up at 5-11-4 on bottom chord. The design/selection of such MiTek Industries,Inc. connection device(s)is the responsibility of others. 14515 North Outer Forty Drive Suite 300 LOAD CASE(S) Standard Chesterfield,MO,63017 FL Cert.#6634 May 7,20 7 Continued on paqe 2 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED AUTER REFERSNCS PAGE MU-7473 BEFORE EMM. Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design paromenters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown MiTek is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding T.....—vswrow.r- fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TP11 Quality Criteria,DSB-89 and BCSII Building Component 14515 N.Outer Forty,Suite#300 Safety Informatlon available from Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719. Chesterfield,MO 63017 Job Truss Truss Type City Ply Prestige Homes;Erik Residence 112070931 10892 FT01 ROOF TRUSS 1 2 Job Reference(optional) Builders Truss Mfg.,Woodbine,GA 31569 6.500 s Apr 2 2007 MiTek Industries,Inc. Fri May 04 15:05:21 2007 Page LOAD CASE(S) Standard 1)Regular:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-3=-54,4-6=-30 Concentrated Loads(lb) Vert:5=-554(F)9=-554(F)10=-554(F) A WARNFM-9er(fy design parameters and READ NOTES ON THIS AND INCLUDED WTEE REFERENCE PADS AM-7473 BEFORE USE. Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown MiTek' is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPII Quality CrIfedo,DSB-89 and BCS11 Building Component 14515 N.Outer Forty,Suite#300 Safety Information available from Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719. Chesterfield,MO 83017 f A BUILDEROS R ... LETTER OF TRANSMITTAL TO: FROM: Prestige Homes Sam J.DeSelover COMPANY: DATE: Prestige Homes May 8,2007 ADDRESS: RE: Truss Submittals ADDRESS2: SENDER'S REFERENCE NUMBER: 10892 QTY/STATE/ZIP: YOUR REFERENCE NUMBER: Erik Residence ❑ URGENT ® FOR REVIEW ❑ PLEASE COMMENT ❑ PLEASE REPLY ® FOR YOUR USE QTY DESCRIPTION 2 sets Truss Engineering with layouts for permitting 1 set Truss Engineering with layout for your use 1 Truss Layout for approval NOTES/COMMENTS: 1. Your trusses cannot be scheduled for production until we receive an approved/modified truss layout. 2. Please allow approximately two to three weeks for production/deliveryonce we receive the approved/moddied truss layout. 1506 BEDELL AVE. WOODBINE, GA 31569 PHONE: (912)729-2283/FAX: (912)729-2284 32-0-0 O79-9-8 7-9-0 O _ O D D D D D D D D D D. D D D D D D 0 0 0 0 0 0 0 0 o Oji O 0 0 0 0 0 D G) I �� I . II I I I I III I III I I I A IC= I 1 1 1 1 I : I I I I I E x I II. I { I I I I I''. I I m I 1 21 I ,I I I I I I I I I V I I I I I I I III C.60 coM MKGv Vll s r # -n M ;uX m 20-5-0 6-3-0 MO� m e 4 z Opp« m z ' D cnm mcn goo z N g \ ap--I (A c N c) L K0 O � oDo c'aa 8 A 'T n -0 7 N 0 N N N ; D nc -1 � O x CD z � ? A rnm MCl xxx x x m M D g y m c $ p ^� $AaPa �o A coo rn rte— G z Cz M c w al - Z C:l 00 N J Rl 9R� a� aaoa A c cc-) A R $� N R al s -4 co c+ m o g g 1 3 cn x 9 t'o Z Z _ rD mv -� 0amv�wnvQ 6.;P Sy �v �; Kik,- rn rO w9 $ A m xymoo�� �--� N N r-T-1 CD + f-p <no dim r 2 I am o m til 2- 3 U z r1J MiTek . POWER TO PERFORM. MiTek Industries, Inc. RE: 10892 - Prestige Homes; Erik Residence 14515 North Outer Forty Drive Suite 300 Chesterfield,MO 63017-5746 Site Information: Project Customer: Prestige Homes Project Name: Erik Residence Lot/Block: Subdivision: Address: 1846 Selva Grande Drive City: Atlantic Beach State: FL Name Address and License#of Structural Engineer of Record, If there is one, for the building. Name: License#: Address: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2004/TP12002 Design Program: MiTek 20/20 6.5 Wind Code: ASCE 7-02 Wind Speed: 120 mph Floor Load: N/A psf Roof Load: 42.0 psf This package includes 5 individual, dated Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name Date 1 112070927 A01 5/7/07 2 112070928 A01 A 5/7/07 `J j%J 1,t 111111'r� 3 112070929 A01 G 5/7/07 ���GQ� W i 4 112070930 A02 517/07 �� 0,••��G E hf��,������ 5 112070931 FT01 5/7/07 No 583 t is REVIEWED 13Y FRANK HOLAS&ASSOC. STATE Op ;'JIZ PROVED Q AP NOTED •�'`a,;> ' R a�`• � ����� [3APPROT p 'N D R SUBMIT &lL �,, DATED_.- The truss drawing(s)referenced above have been prepared by MiTek Industries, Inc. under my direct supervision based on the parameters provided by Builders Truss Manufacturing. Truss Design Engineer's Name: Miller, Scott My license renewal date for the state of Florida is February 28, 2009. NOTE:The seal on these drawings indicate acceptance of Scott W.Miller,FLLicS58316 MiTek Industries,Inc. professional engineering responsibility solely for the truss 14515 North Outer Forty Drive components shown. The suitability and use of this component suite 300 Chesterfield,MO,617for any particular building is the responsibility of the building FL Certa6634 designer, per ANSI/TPI-1 Chapter 2. May 7,2007 1 of 2 Miller, Scott Job Truss Truss Type aty Ply Prestige Homes;Erik Residence 11207092 10892 A01 ROOF TRUSS 11 1 Job Reference o tional Builders Truss Mfg.,Woodbine,GA 31569 6.500 s Apr 2 2007 MiTek Industries,Inc. Fri May 04 15:05:18 2007 Page 1 -2-10-0 6-6-14 12-0-2 17-2-8 2-10-0 6-6-14 5-5-4 5-2-6 Scale=1:52.5 2x4 M1120 11 6 6.00 12 3x4 M1120 i 12 5 °Q 3.4 M1120 i 11 3x4 M1120-5- 4 4 3 10 B 7 5x5 M1120:::: 3x4 M1120= o I 9 2 1.5x4 M1120 11 M 4.00 F12 1 3x5 M1120% 6-6-14 12-0-2 17-2-8 6-6-14 5-5-4 5-2-6 Plate Offsets(X,Y): [2:0-1-4,0-1-81, 8:0-2-4,0-2-8 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.73 Vert(LL) 0.23 8-9 >888 360 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.60 Vert(TL) -0.32 9 >631 240 BCLL 10.0 Rep Stress Incr YES WB 0.64 Horz(TL) 0.13 7 n/a n/a BCDL 5.0 Code FBC2004/TPI2002 (Matrix) Weight:871b LUMBER BRACING TOP CHORD 2 X 4 SYP No.2*Except* TOP CHORD Structural wood sheathing directly applied or 4-9-15 oc purlins, except 1-4 2 X 4 SYP 240OF 2.0E end verticals. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 4-8-3 oc bracing. WEBS 2 X 4 SYPNo.3 REACTIONS (Ib/size) 7=696/Mechanical,2=886/0-3-8 Max Horz2=677(LC 5) Max Uplift7=-580(LC 6),2=-648(LC 5) FORCES (Ib)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/66,2-10=-2663/1323,3-10=-2502/1325,3-4=-1441/744,4-11=-1377/747,5-11=-1320/758,5-12=-93/0,6-12=-73/25, 6-7=-106/194 BOT CHORD 2-9=-1686/2429,8-9=-1690/2436,7-8=-919/1178 WEBS 3-9=0/160,3-8=-1058/719,5-8=-430/819,5-7=-1265/980 NOTES 11 1)Wind:ASCE 7-02;120mph(3-second gust),h=30ft;TCDL=4.2psf,BCDL=3.Opsf,Category II;Exp C;enclosed,MW FRS gable end zone and C-C Exterior(2)-2-10-0 to 0-1-12,Interior(1)0-1-12 to 14-0-12,Exterior(2)14-0-12 to 17-0-12 zone, Lumber DOL=1.33 plate grip DOL=1.33.This truss is designed for C-C for members and forces,and for MW FRS for reactions specified. 2)This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 3)Refer to girder(s)for truss to truss connections. 4)Bearing at joint(s)2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 580 Ib uplift at joint 7 and 648 Ib uplift at joint 2. LOAD CASE(S) Standard Scott W.Miller,FL Lic#58316 MiTek Industries,Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield,MO,63017 FL Cert.#6634 May 7,20 7 ® WARNING-VerVy design parameter and READ NOTES ON THIS AND INCLUDED AUTEE REFERENCE PAGE XD-7473 BEFORE USE. Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design paromenters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown MiTek is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPII Quality Criteria,DSB-69 and BCSI1 Building Component 14515 N.Outer Forty,Suite#300 Salety Irdormallon available from Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719. Chesterfield,MO 63017 Job Truss Truss Type Qty Ply Prestige Homes;Erik Residence 112070928 10892 A01A GABLE 1 1 Job Reference(optional) Builders Truss Mfg.,Woodbine,GA 31569 6.500 s Apr 2 2007 MiTek Industries,Inc. Fri May 04 15:05:18 2007 Page t -2-10-0 17-2-8 2-10-0 17-2-8 Scale=1:55.7 1.5x4101120 11 1.5x4 M1120 11 6.00 12 1.5x4 M1120 11 12 1.5x4 M1120 11 11 1.5x4 M1120 11 3x4 M1120 i 23 10 9 0 ' 1.5x4 M1120 11 7 8 a 1.5x4 M1120 11 6 3x6 101120 i 22 5 Y vX 3x6 101120� 4 3 :x S` « > x x x �� 1120 11 p > Z >� � x xy�S x 11 rS> L � 0rn �'x x xY> 2 0 1 6x6 M1120 6x8 M1120% 3x4 M1120 12-0-2 17-2-8 12-0-2 5-2-6 Plate Offsets MY): 2:0 6 8,0-2 4 2:0-7-13,0-2-14 21:032,0-2-3 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.88 Vert(LL) -0.06 1 n/r 120 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.15 Vert(TL) -0.09 1 n/r 80 BCLL 10.0 Rep Stress Incr NO WB 0.09 Horz(TL) -0.00 13 n/a n/a BCDL 5.0 Code FBC2004frP12002 (Matrix) Weight:88 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2"Except' TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 1-3 2 X 4 SYP 240OF 2.0E end verticals. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYP No.3 REACTIONS (Ib/size) 13=-8/17-2-8,2=378/17-2-8,17=17/17-2-8,19=179/17-2-8,20=132/17-2-8,21=274/17-2-8,18=161/17-2-8,16=153/17-2-8,15=179/17-2-8,14=122/17-2-8 Max Horz 2=651(LC 5) Max Upliftl3=-39(LC 6),2=-336(LC 5),19=-101(LC 6),20=-145(LC 5),21=-120(LC 5),18=-125(LC 6),16=-167(LC 6),15=-173(LC 6),14=-69(LC 6) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/63,2-3=-707/0,3-4=-692/43,4-22=-630/0,5-22=-624/18,5-6=-524/24,6-7=-432/23,7-8=-336/0,8-9=-332/23, 9-23=-243/0,10-23=-237/24,10-11=-99/21,11-12=-12/1,12-13=-0/16 BOT CHORD 2-21=-23/21,20-21=-19/5,19-20=-9/12,18-19=-12/10,17-18=-11/6,16-17=-9/1,15-16=-9/1,14-15=-9/1,13-14=-9/1 WEBS 6-19=-111/189,5-20=-94/220,4-21=-164/172,7-18=-107/199,9-16=-107/190,10-15=-115/307,11-14=-72/202 NOTES 1)Wind:ASCE 7-02;120mph(3-second gust);h=30ft;TCDL=4.2psf,BCDL=3.Opsf;Category Il;Exp C;enclosed;MWFRS gable end zone and C-C Comer(3)-2-10-0 to 0-0-0,Exterior(2)0-0-0 to 14-0-12,Corner(3)14-0-12 to 17-0-12 zone, Lumber DOL=1.33 plate grip DOL=1.33.This truss is designed for C-C for members and forces,and for MW FRS for reactions specified. 2)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1-2002. 3)This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 4)Gable requires continuous bottom chord bearing. 5)Gable studs spaced at 2-0-0 oc. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 39 Ib uplift at joint 13,336 Ib uplift at joint 2, 101 Ib uplift at joint 19,145 Ib uplift at joint 20,120 Ib uplift at joint 21,125 Ib uplift at joint 18,167 Ib uplift at joint 16,173 Ib uplift at joint 15 and 69 Ib uplift at joint 14. 7)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)13,17,19,20,21,18,16,15,14. LOAD CASE(S) Standard Scott W.Miller,FL Lic#58316 MiTek Industries,Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield,MO,63017 FL Cert.#6634 May 7,20 7 A WARNING-Ver(fy design pammeters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 BEFORE:USE. Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown MiTek is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding ra...'.v.......: fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/IPll Quanty Criteria,DSS-89 and BCSII Building Component 14515 N.Outer Forty Suite#300 Safety Information available from Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719. Chesterfield,MO 63017 Job Truss Truss Type Qty Ply Prestige Homes;Erik Residence 112070929 10892 A01G ROOF TRUSS 2 Job Reference(optional) Builders Truss Mfg.,Woodbine,GA 31569 6.500 s Apr 2 2007 MiTek Industries,Inc. Fri May 04 15:05:19 2007 Page 1 -2-10-0 5-5-9 8-8-14 12-0-2 14-8-12 17-2-8 2-10-0 5-5-9 3-3-5 3-3-5 2-8-10 2-5-12 Scale=1:52.9 1.5x4 M1120 11 3x4 M1120 i 8 6.00 12 3x4 MII20 i 7 6 4 3x4 M1120 i 15 N 3x4 M1120 i 5 3x4 M1120 i 4 14 3 11 10 9 5x5 M1120= 3x4 M1120= 4x4 M1120= 12 d Special 3x5 M1120% `O 2 13 2x4 M1120 11 0 3x4 M1120% 4.00 F12 1 3x6 M1120 5-5-9 1 8-8-14 12-0-2 14-8-12 17-2-8 5-5-9 3-3-5 3-3-5 2-8-10 2-5-12 Plate Offsets X Y: [2:0-3-13,0-0-71,[11:0-2-8,0-3-41 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.54 Vert(LL) 0.14 12-13 >999 360 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.40 Vert(TL) -0.19 12-13 >999 240 BCLL 10.0 Rep Stress Incr NO WB 0.30 Horz(TL) 0.07 9 n/a n/a BCDL 5.0 Code FBC2004/TP12002 (Matrix) Weight:222 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2 X 6 SYP No.2 end verticals. WEBS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 9=1665/Mechanical,2=1041/0-3-8 Max Horz 2=680(LC 4) Max Uplift9=-1449(LC 5),2=-791(1-C 4) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/69,2-3=-3493/2060,3-14=-3179/2051,4-14=-3160/2053,4-5=-3151/2061,5-15=-2350/1625,6-15=-2291/1631, 6-7=-1205/864,7-8=-45/11,8-9=-60/91 BOT CHORD 2-13=-2375/3203,12-13=-2417/3249,11-12=-2289/2978,10-11=-1645/1987,9-10=-908/1050 WEBS 3-13=-58/239,3-12=-222/109,5-12=-131/279,5-11=-760/511,6-11=-768/1126,7-10=-1531/1899,6-10=-1216/957, 7-9=-1830/1580 NOTES 1)2-ply truss to be connected together with 1 Od(0.148"x3")nails as follows: Top chords connected as follows:2 X 4-1 row at 0-9-0 oc. Bottom chords connected as follows:2 X 6-2 rows at 0-9-0 oc. Webs connected as follows:2 X 4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Wind:ASCE 7-02;120mph(3-second gust);h=30ft;TCDL=4.2psf;BCDL=3.Opsf,Category Il;Exp C;enclosed;MWFRS gable end zone; Lumber DOL=1.33 plate grip DOL=1.33. 4)This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 5)Refer to girder(s)for truss to truss connections. 6)Bearing at joint(s)2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. Scott W.Miller,FL Lic#58316 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1449 Ib uplift at joint 9 and 791 Ib uplift at joint MiTek Industries,Inc. 2 14515 North Outer Forty Drive 8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)1124 Ib down and 1012 Ib up at Suite 300 14-8-12 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. Chesterfield,MO,63017 FL Cert.#6634 LOAD CASE(S) Standard May 7,20 7 Continued on")12 2 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED AUTER REFERENCE PAGE MM7473 BEFORE USE. Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown M iTe k• is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding e.,e...+..,..,.- fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPII Quality Criteria,DSB-89 and BCSII Building Component 14515 N.Outer Forty Suite#300 Safety Information available from Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719. Chesterfield,MO 63017 Job Truss Truss Type Qty Ply Prestige Homes;Erik Residence 11207092 10892 AO1G ROOFTRUSS 2 2 Job Reference(optional) Builders Truss Mfg.,Woodbine,GA 31569 6.500 s Apr 2 2007 MiTek Industries,Inc. Fri May 04 15:05:19 2007 Page -LOAD CASE(S) Standard 1)Regular:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-8=-54,2-11=-30,9-11=-30 Concentrated Loads(Ib) Vert:10=-1124(B) A WARNING-Ver((y design pammatens and READ NOTES ON THIS AND INCLUDED AITTEK REFERENCE PAGE AM 7473 BEFORE USE. Design valid for use only with MTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown Welk is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding —.1.—Ps—md- fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/11011 Quality Crtieda,DSB-89 and SCSI1 Building Component 14515 N.Outer Forty,Suite#300 Safely Information available from Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719. Chesterfield,MO 63017 Job Truss Truss Type Qty Ply Prestige Homes;Erik Residence 112070930 10892 A02 ROOF TRUSS 3 1 Job Reference(optional) Builders Truss Mfg.,Woodbine,GA 31569 6.500 s Apr 2 2007 MiTek Industries,Inc. Fri May 04 15:05:20 2007 Page 1 -2-10-0 6-6-14 12-0-2 14-7-4 2-10-0 6-6-14 5-5-4 2-7-2 Scale=1:46.2 1.5x4 M1120 11 6.00 F12 3x4 MII20 i 7 6 13 n 3x4 M1120- T 3x4 M1120-- 12 5 4 11 9 8 3 5x5 M1120= 3x4 M1120= 0 A 10 1.5x4 M1120 11 2 3x5 M1120-- 5x5 M1120% 11205x5M1120% 4.00 F12 1 3x4 M1120% 6-6-14 12-0-2 14-7-4 6-6-14 5-5-4 2-7-2 Plate Offsets X Y: [2:0-9-14,0-3-01,[2:0-7-5,0-2-91, 9:0-2-4,0-2-8 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.73 Vert(LL) 0.14 10 >999 360 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.46 Vert(TL) -0.19 2-10 >885 240 BCLL 10.0 Rep Stress Incr YES WB 0.62 Horz(TL) 0.06 8 n/a n/a BCDL 5.0 Code FBC2004fTP12002 (Matrix) Weight:78 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2*Except* TOP CHORD Structural wood sheathing directly applied or 5-10-12 oc purlins, except 1-5 2 X 4 SYP 240OF 2.0E end verticals. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 5-3-14 oc bracing. WEBS 2 X 4 SYP No.3 SLIDER Left 2 X 4 SYP No.2 2-11-8 REACTIONS (Ib/size) 8=584/Mechanical,2=779/0-3-8 Max Horz2=608(LC 5) Max Uplift8=-504(LC 6),2=-615(LC 5) FORCES (Ib)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/66,2-3=-2023/1027,3-11=-1919/1048,4-11=-1863/1050,4-5=-772/372,5-12=-723/378,12-13=-710/381, 6-13=-651/391,6-7=-52/3,7-8=-2/40 BOT CHORD 2-10=-1356/1835,9-10=-1361/1836,8-9=-513/595 WEBS 4-10=0/159,4-9=-1088/752,6-9=-336/608,6-8=-828/716 NOTES 1)Wind:ASCE 7-02;120mph(3-second gust);h=30ft;TCDL=4.2psf;BCDL=3.Opsf;Category 11;Exp C;enclosed;MWFRS gable end zone and C-C Extedor(2)-2-10-0 to 0-1-12,Interior(1)0-1-12 to 11-5-8,Exterior(2)11-5-8 to 14-5-8 zone; Lumber DOL=1.33 plate grip DOL=1.33.This truss is designed for C-C for members and forces,and for MWFRS for reactions specified. 2)This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 3)Refer to girder(s)for truss to truss connections. 4)Bearing at joint(s)2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 504 Ib uplift at joint 8 and 615 Ib uplift at joint 2. LOAD CASE(S)Standard - Scott W.Miller,FL Lic#58316 MiTek Industries,Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield,MO,63017 FL Cert.#6634 May 7,20 7 A WARXM-Vert fy dsslgn Pammetars and READ 1WTES ON TWS AND INCLUDED IQTER REFEREME PAGE AW 7473 BEFORE USE Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown MiTek '��1' R is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibility of the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSIMII Quality Criteria,DSB-89 and BCS11 Building Component 14515 N.Outer Forty,Suite#300 Safety Information available from Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719. Chesterfield,MO 63017 Job Truss Truss Type Qty Ply Prestige Homes;Erik Residence 112070931 10892 FT01 ROOF TRUSS 1 2 Job Reference(optional) Builders Truss Mfg.,Woodbine,GA 31569 6.500 s Apr 2 2007 MiTek Industries,Inc. Fri May 04 15:05:20 2007 Page 1 3-10-8 7-9-0 3-10-8 3-10-8 4x4 M1120= 1.5x4 M1120 11 4x4 M1120= Scale=1:23.1 1 7 2 8 3 6 9 5 10 4 2x4 M1120 11 Special 3x8 M1120= Special 2x4 M1120 Special 3-10-8 7-9-0 3-10-8 3-10-8 Plate Offsets(X,Y): [1:0-1-12,0-2-4],[3:0-1-12,0-2-4 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.16 Vert(LL) 0.02 5-6 >999 360 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.21 Vert(TL) -0.02 5-6 >999 240 BCLL 10.0 Rep Stress Incr NO WB 0.19 Horz(TL) -0.00 4 n/a n/a BCDL 5.0 Code FBC2004/TP12002 (Matrix) Weight:113 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2 X 6 SYP No.2 end verticals. WEBS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 6=1136/Mechanical,4=1154/Mechanical Max Uplift6=-989(LC 2),4=-1006(LC 2) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-6=-879/801,1-7=-883/775,2-7=-883/775,2-8=-883/775,3-8=-883/775,3-4=-879/801 BOT CHORD 6-9=-0/0,5-9=-0/0,5-10=-0/0,4-10=-0/O WEBS 1-5=-1044/1190,2-5=-240/309,3-5=-1044/1190 NOTES 1)2-ply truss to be connected together with 10d(0.148"x3")nails as follows: Top chords connected as follows:2 X 4-1 row at 0-9-0 oc. Bottom chords connected as follows:2 X 6-2 rows at 0-9-0 oc. Webs connected as follows:2 X 4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Wind:ASCE 7-02,120mph(3-second gust);h=30ft;TCDL=4.2psf;BCDL=3.Opsf,Category ll;Exp C;enclosed;MWFRS gable end zone; Lumber DOL=1.33 plate grip DOL=1.33. 4)Provide adequate drainage to prevent water ponding. 5)This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 989 Ib uplift at joint 6 and 1006 Ib uplift aint 4. 8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)554 Ib down and 510 Ib up at 1-11-4, Scott W.Miller,FL Lic#58316 and 554 Ib down and 510 Ib up at 3-11-4,and 554 Ib down and 510 Ib up at 5-11-4 on bottom chord. The design/selection of such MiTek Industries,Inc. connection device(s)is the responsibility of others. 14515 North Outer Forty Drive Suite 300 Chesterfield,MO,63017 LOAD CASE(S) Standard FL Cert.#6634 May 7,20 7 Continued on a e 2 AJ WARMNG-verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 BEFORE USE. Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown MiTek is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding eo r.ec.ra.,+.- fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPII Quality Criteria,DSB-89 and BCSII Building Component Safety Information available from Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719. 14515 N.Outer F6Suite M300 Ctresterfiekl,MO 8330,017 1 Job Truss Truss Type Qty Ply Prestige Homes;Erik Residence 112070931 10892 FT01 ROOF TRUSS 1 2 Job Reference(optional) Builders Truss Mfg.,Woodbine,GA 31569 6.500 s Apr 2 2007 MiTek Industries,Inc. Fri May 04 15:05:21 2007 Page -LOAD CASE(S) Standard 1)Regular:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-3=-54,4-6=-30 Concentrated Loads(lb) Vert:5=-554(F)9=-554(F)10=-554(F) ® WARNINo.9'sr{fy design pammetm and READ NOTES ON TWS AND INCLUDED AUTBR REFERENCE PADS AM 7473 BEFORE USE- Design valid for use only with Mitek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown M iTe k. is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity,of the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPII QualBy Criteria,DSB-89 and BCSII Building Component 14515 N.Outer Forty,Suite#300 Salefy IMormallon available from Truss Plate Institute,583 D'Onof io Drive,Madison,W153719. Chesterfield,MO 83017 ag a Y fi N�omo�cmm ¢ E Ag OJ T CD C—) Er >S A E O a' L L J ��W." Q aay� as N�2°Om>cx � � �8 — � OJ J-ti ky k 3 Y :.3 a - m m—� m m �' w OIL o mv.:me o -3 Wm8 n ". �? a5 ��m`.Mvmym o Y _ n o S✓ �' H�m0 ma 383 �— w \ aN g soba ga €gig Ia ¢ aa gEy„- �hfi€ a g�yay����qq�65�� N9�m�SgsE =`�, f 0 C) 0 Z) D �S�Pe IS &pa&fi k�d A3 w a x x x x x _ z a x w O 8 � TTv s � g � 0 0 b S 0-£-9 0-9-OZ co co I I I : I 1 : 1 : 1 : 1 : 1 : 1 III I : I : III J 11 f/ 11 l I� I I .IiI I I .Ll � — UL W 1 : 1 ; 1 : 1 : 1 : 1 I I , I I . I 1 : 111 . 1 : 1 I'. I II : � Ili I II I : I • I .'I � II : i (� N N (� Q O O E O O O O O O O Q Q Q Q Q I Q Q Q Q Q Q Q Q Q Q Q xx r o-o-zs CITY OF ATLANTIC BEACH PERMIT J ` WILDING / ZONING DEPARTMENT APPLICATION # f 800 Seminole Road J Atlantic Beach,Florida 32233 (904)247-5800 (904)247-5845 Fax R-ECITIVIED www.coab.us JUL 1 7 2007 APPLICATION TRACKING FORM BY: RE UIRED DEPT: p /� t UW CIO& � NPLANNING Pr® eAddress: z Y � BUILDING N PUBLIC WORKS Applicant: Y N PUBLIC UTILITIES Aaddmm Y N FIRE DEPT. r1YjCCt: I I Y N PUBLIC SAFETY LU APPROVAL 00 REQUIRED AGENCY: RECEIVED BY: INITIAL: DATE: W UJ Y N D.E.P HUFSTETLER Q Y N S.J.R.W.M. CARPER o: 2 Y N ARMY CORPS of ENG CARPER O Y N HOTELS&RESAURANTS HUFSTETLER APPLICATION STATUS CIRCLE ONE: SITE BUILDING DA AP RK DATE: ® ® 1 ST REV I PLANNINGBUILDING ® ❑ 2ND REV ® Q 7 PUBLIC UTILITIES FIRE DEPT. PUBLIC SAFETY [17 ® 1 3RD REV Return this form to the Building Department once you have entered your comments into the AS400a Public Works Plan Review Comments Date: 7/17/07 Initials: r-r Project Name/Address: Room addition/1846 Selva Grande Dr. Application/Permit#: 07-988 Check Box Application Tracking Comments To Add Comment Provide impervious surface calculations. r Provide erosion and sediment control plans with installation details and maintenance schedule. (% Provide drainage plans showing site topography(flow arrows, etc.) ❑ Provide construction site management plan, including Right-of-Way Permit if using right-of-way for construction parking. Provide a pre-construction topographic survey prepared by a Florida Licensed ❑ Professional Land Surveyor, showing l' contours. Section 24-66(b) of the Land Development Regulations requires on-site storage for increased runoff. Provide Delta volume calculations and on-site retention required per ❑ Section 24-66(b). (See attached info. Sheet) If on-site storage is required, a post construction topographic survey documenting proper construction will be required. A Right-of-Way Permit must be obtained. ❑ A Revocable Encroachment Permit must be obtained for ❑ Pool—Wellpoint (if used) must discharge into vegetated area 10' minimum from street ❑ or drainage feature (swale or structure) All driveway aprons must be concrete, 5 inches thick, 4000 psi, with fibermesh from the edge of the pavement to the property line. Reinforcing rods or mesh are not allowed in ❑ the ROW (Commercial driveways—6"thick). Any utility cuts in the road must be repaired using COJ Standard Detail Case X and must be overlaid 10 feet in each direction from the center of the cut. Repair must be shown on ❑ the plans. El FAPublic WorksTlanReviewComments-PW.doc •, rS--L r, BUILDING PERMIT APPLICATION RE CE i - J i Sd r j CITY of �r CITY OF ATLANTIC BEACH g 800 Seminole Road,Atlantic Beach FL 32233 Office: (904)247-5826 • Fax: (904)247-5845 JT 1 2007 Job Address: / 7 i/,g �n/D�c � � Permit Number: Legal Description Valuation of Work(Replacement Cost) $_(„0uo a = • Class of Work(Circle one): New ddition Alteration Repair ■ Use of existing/proposed structures)�(Circ a one : Commercial "so ■ If an existing structure,is a fire sprinkler system installed?(Circle one): N/A ■ Is approval of homeowner's association or other private entity required?(Circle o Yes Describe in detail the type of work to be performed: R-,)on �(,fii3-� e�c%s►n� «ar l c��� , /?4" b ull,P oat v�- l5•'tGG f 4'"k4s i a . Property Owner Information Name: c-121/< L/70H AI lj SCW Address: /E SELy, City icy State6�Zip 3z�Phone Contractor Information: Name of Company:dAx W4,kcak- LL G OIG& t°fcr y @ Il"dualifying Agent: Mark iuSbL,Ir Address: Y(,;' j (-) Se,,,ec_j Oe- City c%� v l(� State Zip 32asy OfficePhone _ y(q--ray-Gyol Job Site/Contact Number S'/j-M�_- State Certification/Registration# Office Fax # 1 a y -&21 Architect Name&Phone# r r < c1a5 A s5 ac_ 3I G - 3 3l P _ Engineer's Name& Phone# ��m k l�aias 32 6 - 03<6V Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance ofa permit and that all work will be performedto meet the standards ofall laws regulating construction in this jurisdiction. This permit becomes null and void if work is not commenced within six(6) months, or if construction or work is suspended or abandoned for a period of six (6) months at anytime after work is commenced. 1 understand that separate permits must be secured for Electrical Work, Plumbing, Signs, Wells,Pools, Furnaces,Boilers,Heaters, Tanks and Air Conditioners, etc. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. t hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any other federal, state, or local law regulating construction or the performance of construction. d/,Signature of Property Owner: Signature of Contractor: iwo and subscr bed befor a Sworn to and subscrib d before me .hist Day of -Iv this Day of LOADN +y'c'0�11�11!1 511 Votary Public. F•• Notary Public: �J �CP N .lost+VATTox . EVISED 03.Q$a�9t #DD331064 a IlorryPubic-steleatFbdde �; oQ.� EID *t'�omn� Wm Ex*n Aug 9,2= •':--,00;:x' CorrtlionNW1600ti5 Minded BYNdmaiNotaryAem. Sent By: 904-821 -1212; Jul-25-07 2:53PM; Page 2 Johannsen Residence 1846 Selva Grande Drive J �,T g u Addi#ional Comments Impervious Service CaI > The calculaiions are attached. The calculated impervious surface is at 34.3%. Erosion and 5 >. See Site plan. We do not believe a separW pia►is rac y clue to tba fact d the new ronarovdon w1U take pUcc in two ams. The fint ung in new of the hmm on dw gxisWg p9do atm, 7bm x,13 be am foodup p mW but no oar excavation,as the nm cowrete will be poured over top of the is %patio. The other area is located betwem the house ark the gmar and is at least 34 fee fmm ConstructfU &Msm on —lilt primary jakzirt�;will hL th-c resid:r*t dtivmay. C Tow parkin$,if needed,vz-11 amide in st=L Ilke.duaWstcr will W l&aw to ffx lei of the �'E - j :i t'C ,-well off*..e dght orway. Wic am i s l vil having a cheawal taikA. wl�m nw&d tlr.workers wffl use a powder room m-the Sum:S In F,!sdm%ftvcWre -j; Sent By: 904-821 -1212; Jul-25-07 2:54PM; Page 315 8 ACCORDING TO THE PLAT OF lam � �� AS REC'O'RDED IN PLAT BOOK 38 , PAGE(S) 28 & 28A OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. CERTIFIED TO: ERIC JOHANNSEN, ROBERTA JOHANNSEN, GIBRALTAR TITLE SERVICES AND LAWYERS TITLE INSURANCE CORPORATION. SELVA MARINA UNIT NO. 12—C PLAT BOOK 37, PAGE 25 LOT 3 I LOT 4 f LOT 5 ., N 0002 '53" lY 100.00' (R). N 00.34'14' W 99m. (m) 1/Z' i? 3/4- 7/2 1/2" 0.2 0 0.5' SUBDIVISION BOUNDARY LINE O.Y 4.LAO' (M) 5.00• (M) L?. TO I.P. LP. TO I.P. 20' BR.L crani --------------------------- LOT -- -------LOT B ! 1" - 30' . � 1pust I I oo ' I n ji i 0 ��O mEl 1 �A m) � a f � OV cn e ��i``` �. t. F t I tTi ,y�..r•-•-- 2-51 RY FRAME "'j' t 4• `ty t ti RESDOXC a j 1' FRA. h NO, 1446 rj CAP cE r,• RI•-i j•1�� K •�. :t7 N�� ij1`kFApn w tS'..rrpt.gy.t(its P.C, 1..i3.5inT A t/7' { f � •` , ref 3' 7,S•q HLEAR 1.6.6101 f .� 6'1 cS' • s �r 1 i7"Ft457" t 4v_ • r e.z3'SaaT%j .... .. _...� ��A1 �Y61a•1 �_ �IMiiW�.+ ... G v�a..s� _ u4erEenw ftoj eat . r.....— y—•: iL' 4 [ Sent By: 904-821 -1212; Jul-25-07 2:54PM; Page 4/5 R t Impervious Surface Calculations 11 =Left Lot Line rl =Right Lot Line :3,2 Total Lot Surface 100 X 134.87 left lot line = 13,487 Sq.Ft. 100 X(163.66 rl— 134.8711) = 1,439.5 Sq. Ft. 2 -,:, ;: n.. Total = 14,926.5 Sq. Ft. Uncovered Area Section A = 56 X 100 = 5,600.0 Sq,Ft. Section B = 11 X 53.9 = 592.9 Sq. Ft. Section C = 23.76 X 60.1 2 = 714.0 Sq. Ft. 25 X 60.1 = 1,502.5 Sq. Ft. Section D = 32.1 X 28.47 = 923.9 Sq. Ft. Section E = 11.8 X 28 = 330.4 Sq, Ft. Section F = 5 X 30.6 — 153.0 Sq. Ft. Total Uncovered Area = 9806.67 Sq. Ft. Total Lot Area = 14,926.50 Sq. Ft. Total Uncovered Area = 9,806.68 Sq. Ft, Total Covered Area = 5,019.82 Sq. Ft. Impervious Area =5,019/ 14,926.5 = 34.3% CITY OF ATLANTIC BEACH PERMIT BUILDING / ZONING DEPARTMENT APPLICATION # J r' 800 Seminole Road Atlantic Beach,Florida 32233 �1 (904)247-5800 (904)247-5845 Fax www.coat.us RE,C;�•I�7ED JI_ ZUUi APPLICATION'TRACKING FORM BY; R EQ41 RED DEPT: Y N PLANNING ��Py Property Address: ZZy � ���.t, r277d� z Y H BUILDING r = N PUBLIC WORKS �Pr Applicant: ,7 0 Y N PUBLIC UTILITIES / Y N FIRE DEPT. Project: 20a—7n Y N PUBLIC SAFETY C pyl T,lq e 7a/- ;D f-0 V&4 U) APPROVAL w v o REQUIRED AGENCY: RECEIVED BY: INITIAL: DATE: w Y N D.E.P HUFSTETLER O � Q O Y rN S.J.R.W.M. CARPER _ Y N ARMY CORPS of ENG CARPER O Y N HOTELS&RESAURANTS HUFSTETLER APPLICATION STATUS CIRCLE ONE: SITE BUILDING DA AP REVIEWED BY: INITIAL: DATE: El 1ST REV ® �l._1 r' C 7 /,2 Q` 7 �CC'— PLANNING PLANNING 2ND REV _BUILDING /PUBLIC WORKS 7 PUBLIC UTILITIES FIRE DEPT. PUBLIC SAFETY ® ® 3RD REV Return this form to the Building Department once your have entered your comments into the AS400. BUILDING PERMIT APPLICATION CITY OF ATLANTIC BEACH , Usti 93" 800 Seminole Road,Atlantic Beach FL 32233 �Q� Office: (904)247-5826 ■ Fax:(904)247-5845 Job Address: %�1/ 1/4 jD�c l� Permit Number: Legal Description Valuation of Work(Replacement Cost) $ ��0� Oma_ ■ Class of Work(Circle one): New ddi4ni0e : Alteration Repair ■ Use of existing/proposed structure(s) Circ a oCommercial "esidenIf an existing structure,is a fire sprier system installed?(Circle one): N/A Is approval of homeowner's association or other private entity required?(Co . Yes leo Describe in detail the type of work to be performed: R,o,,,A ticf�( n�, -'-%C/1 4.1n 1-e` 14hal , /tie, 42j,-"P c�- 1i: -c G e r% i-6,-e-,k�4 s� eco, Property Owner Information t Name: c-/2 r 1< y 0 N,4Ai 0ti}C-pi Address: /E y6, StG VA ( A 4e City W-6-f/ State)!2Zip 21z2 - .Phone JD 4/- ,;'v/-2�/ � Contractor Information: pp Name of Company:dax ��r�tsa�' 'LLG cls elcrfi�,e [- ''"Qualifying Agent: fiqur K itt -k4e- Address: y(,s'i (_) S evecm 6e- City c%s y 1/ State 1::�- Zip 3 Z a y Office Phone y-4(-io1 Job Site/Contact Number IS'4:10L State Certification/Registration# r" ��C i,;- ` _Office Fax # 9 6y -eQ I -,os-o'7 Architect Name&Phone# r r,I r, i- C las s-A 55,I` SIG G - 331 Engineer's Name&Phone# �,,a K E{,,1,ay 31 G - U33?? - Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be erformed to meet the standards of all laws regulating construction in this jurisdiction. This permit becomes null and void ifivork is not commenced within six(6) months, or if construction or work is suspended or abandoned for a period of six (6) months at anytime after work is commenced. 1 understand that separate permits must be secured for Electrical Work, Plumbing, Signs, Wells,Pools, Furnaces,Boilers,Heaters, Tanks and Air Conditioners, etc. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. thereb certify that I have read and examined this application and know the same to be true and correct. All rovisions oa laws and ordinances governing this type of work wN be complied with whether specified herein or not. The granting o permit does not presume to give authority to violate or cancel the provisions of any other federal; state, or local ,fa regulating construction or the performance of construction. /MJ4- i Signature of Property Owner: Signature of Contractor: Swo and subsc 'bed before e ,�I Sworn to and subscribgd before me :his 7�Day of -lin this�Day of 1j Flo a�l W ,V Notary Public: otary Public: W'iSFr• t f • �� ZEVISED 03.44,7 #DD 331064 to Z Notary Pubk-Stift of Fbdde 99';:aypwraed m ec,:0�'•Qi .-*Commission Expires Aug 9.2009 .•.blic une• F��� '�#DD 460U65 O�\\\`\ �� 'Tail 8oadedByNationalNotaryAssn. Public Works Plan Review Comments Date: 7/11/07 Initials: Project Name/Address: 1846 Selva Grande Dr/room addition Application/Permit#: 07-988 Check Box Application Tracking Comments To Add Comment Provide impervious surface calculations. Provide erosion and sediment control plans with installation details and maintenance schedule. Provide drainage plans showing site topography(flow arrows, etc.) ❑ Provide construction site management plan, including Right-of-Way Permit if using ❑/ right-of-way for construction parking. Provide a re-construction� is survey n e ,,o„ bFriTcensed )) P • %1,4 1 tjT/A/4 Section 24-66(b) of the Land Development Regulations requires on-site storage for increased runoff. Provide Delta volume calculations and on-site retention required per ❑ Section 24-66(b). (See attached info. Sheet) If on-site storage is required, a post construction topographic survey documenting proper ❑ construction will be required. A Right-of-Way Permit must be obtained. ❑ A Revocable Encroachment Permit must be obtained for ❑ Pool—Wellpoint (if used) must discharge into vegetated area 10' minimum from street ❑ or drainage feature (swale or structure) All driveway aprons must be concrete, 5 inches thick, 4000 psi, with fibermesh from the edge of the pavement to the property line. Reinforcing rods or mesh are not allowed in ❑ the ROW (Commercial driveways—6"thick). Any utility cuts in the road must be repaired using COJ Standard Detail Case X and must be overlaid 10 feet in each direction from the center of the cut. Repair must be shown on ❑ the plans. F:\Public WorksTlanReviewComments-PWAoc . 'rI%-.,,L s AS, CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 INSPECTION EMAIL REQUEST: Building-deptacoab.us Application Number . . . . . 07-00000988 Date 8/10/07 Property Address . 1846 SELVA GRANDE DR Application type descriptionRESIDENTIAL ADDITION/ALTERATION Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 ---------------------------------------------- Application desc room addition ------------------------------------------------ Owner Contractor - ------------------------ ----------------------- ELLENWOOD, WALTER PRESTIGE HOMES 1846 SELVA GRANDE DR. 4657 W SENECA DR ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32259 -------------------------- Structure Information 000 000 ----------------- Construction Type . . . . . TYPE 5-A Occupancy Type . . . . . . RESIDENTIAL Flood Zone . . . . . . . . ZONE X ---------------------------------------------- Permit . . . . . . BUILDING PERMIT Additional desc . Permit Fee . . . . 300 . 00 Plan Check Fee 150 .00 Issue Date . . . . . Valuation . . . . 60000 Expiration Date . . 2/06/08 ------------------------------ Other Fees _ CITY RADON SURCHARGE . 18 ST CONSTRUCTION SURCHARGE 3 .33 AB CONSTRUCTION SURCHARGE .37 STATE RADON SURCHARGE 3 .52 WATER IMPACT FEE 60 . 00 ----------------------------------------- Fee summary Charged Paid Credited ----Due--- ----- ---------- ---------- Permit Fee Total 300 . 00 300 .00 .00 .00 Plan Check Total 150 . 00 150 . 00 . 00 . 00 Other Fee Total 67 .40 67 .40 . 00 . 00 Grand Total 517 .40 517 .40 . 00 .00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE My' BUILDING CODES. CITY OF ATLANTIC BEACH IS 800 SEMINOLE ROAD r ATLANTIC BEACH,FL 32233 i INSPECTION PHONE LINE 247-5826 Application Number 09-00001091 Date 7/29/09 Property Address . . . . . . 1846 SELVA GRANDE DR Application type description PLUMBING ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . 0 ------------------------------- Application desc 1 FIXTURE -------------------------------- Owner Contractor ----- JOHANNSEN LARRY TEAGUE & SONS 203 OCEANFRONT 1846 SELVA GRANDE DR. ATLANTIC BEACH FL 32233 NEPTUNE BEACH FL 32266 (904) 270-2289 -- ------------------------------------------------------------------------- Permit . . . . . . PLUMBING PERMIT Additional desc . • Plan Check Fee . 00 Permit Fee . . . . 42 . 00 0 Issue Date Valuation Expiration Date 1/25/10 Fee summary Charged Paid Credited ----Due--- . 00 _ _ ---------- ----- ---------- - . 00 Permit Fee Total 42 . 00 42 . 00 00 . 00 Plan Check Total • 00 . 00 Grand Total 42 . 00 42 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. s `L'r,,, CITY OF ATLANTIC BEACH F7i�'� 800 SEMINOLE ROAD,ATLANTIC BEACH,FL 32233 09_1 1 r� OFFICE:(904)247-5826•FAX NO.:(904)247-5845 ". BUILDING-DEPT@COAB.US ;t y PLUMBING PERMIT APPLICATION DUVAL COUNTY 1.JOB ADDRESS: 12.IS THIS A SUB PERMIT: 3.DATE: Q ELY*- IVm *P/r'. DYES PERMIT#: ? Z 110 PROPERTY OWNER: tt 4.NAME: 5.ADDRESS IF DIFFERENT FROM JOB ADDRESS: 6.PHONE: 13o,bloi �500,tAOY56PV sa�nC 3 t• Nil PLUMBING CONTRACTOR: 7.NAME OF COMPANY: 8.ADDRESS.: L l i 5 5Tk- T Pr.vac x�rr✓ Z a 8 0 c-cAN Fie o P4 9.STATS OFOF FLID ORIDA LICENSE NO� 10.CELL P NE: �� 11.FAX NO.: w N 2-412.Elv]OL •DSS �; V. ► 13.OFFICE PHONE:• Z —S L 14. !/ *CM Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. This permit becomes null and void if work is not commenced within six (6) months,or if construction or work is suspended or abandoned for a period of six(6)months at any time after work is commenced. CONTRACTORS SIGNATURE: 15. ATURE OF WORK: 116. 117. 18. URRENT CODE: NEW '06 FLORIDA BUILDING CODE- D RE—PIPE PLUMBING ❑ OTHER: 19.NUMBER OF FIXTURES: BATH TUB SEWER CONNECTION BIDET SHOWERS DISH WASHER SHOWERS PANS DISPOSAL SINK DRINKING FOUNTAIN WATER CLOSET TANK FLOOR DRAIN WATER CLOSET VALVE HOSE BIB WASHING MACHINES ICE MAKER WATER CONNECTION INTERCEPTOR WATER HEATER LAVATORY URINALS LAUNDRY TRAY OTHER (SPECIFY): ROOF DRAIN 20.PLUMBING PERMIT FEES: PERMIT ISSUING FEE: $35.00 TOTAL FIXTURES: x $7.00 (PER FIXTURE) + $35.00 = BLDG03 Permit Application Plumb:12/18/2008 -j 1V- �� CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 INSPECTION EMAIL REQUEST: Building-dept(&coab.us Application Number . . . . . 07-00000988 Date 10/15/07 Property Address . . . . . . 1846 SELVA GRANDE DR Application type description RESIDENTIAL ADDITION/ALTERATION Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 --------- ----------------------------------------- ---------- -- - ------------- Application desc room addition ---- ------------------------------------------------------------------------ Owner Contractor ------------------------ ------------------------ JOHANNSEN PRESTIGE HOMES 1846 SELVA GRANDE DR. 4657 W SENECA DR ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32259 --------------------- Structure Information 000 000 - ------- -------------- Construction Type TYPE 5-A Occupancy Type . . . . . . RESIDENTIAL Flood Zone . . . . . . . . ZONE X ----- ------ ------------------------------------------ ----------------------- Permit . . . . . . ELECTRICAL PERMIT Additional desc . . Sub Contractor . . COTHREN ELECTRIC Permit Fee . . . . 70 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 4/12/08 ------------------------------------------- ------ ------------------------ --- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 70 . 00 70 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 70 . 00 70 . 00 . 00 . 00 PERMIT IS.APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. CITY OF ATLANTIC BEACH 07P7 � /!' :'.r 800 SEMINOLE ROAD,ATLANTIC BEACH,FL 32233 ���/// _..1=. OFFICE:(904)247-5826•FAX NO.:(904)247-5845 ' BUILDING-DEPT@COAB.US ELECTRICAL PERMIT APPLICATION DUVAL COUNTY 1.JOB ADDRESS:1 /,/ 2.IS THIS A SUB PERMIT: 3.DATE�e�v� ❑NO P Atlantic ntic Beach, FL 32233 ES PERMIT#: PROPERTY OWNER: 4.NAME: 5.ADDRESS IF DIFFERENT FROM JOB ADDRESS: 6.PHONE: ELECTRICAL CONTRACTOR: 7. ME�OF COMPANY.� 8.ADDRESS.: (/ I L/ 9.STATE OF FLORIDA LICENSE NO: 10.CELLPHONE. /�� 11.FAX NO.: / !3 9 12.EMAIL ADDRESS: ��s 13.OFFICE PHONE: 14. 15.Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. This permit becomes null and void if work is not commenced within six(6) months,or if construction or work is suspended or abandoned for a period of six(6)months a ime after wor i ommenced. CONTRACTORS SIGNATURE: 16.CLASS OF WORK: 17.SERVICE: 18.METER NUMBER: ❑ MULTI FAMILY-#OF UNITS: EYRESIDENTIAL SINGLE FAMILY ❑TEMP SERVICE ❑ COMMERCIAL ,ADDITION ❑TRAILOR 19.BUILDING: 19.CURRENT CODE: ❑ALTERATION ❑SIGN r1l LD ❑ NEW ❑ '05 NATIONAL ELECTRICAL CODE El REPAIR ❑ POOL/SPA EWIRE ❑ OTHER: LIST ALL ELECTRICAL WORK: 20.TYPE OF SERVICE: ❑ OVERHEAD El-'UNDERGROUND ❑ UNDERGROUND UP POLE 21. NEW SERVICE: CONDUCTORS PER PHASE: ja"POWER IS ON ❑ POWER IS OFF 22.SIZE OF CONDUCTOR: AMPICITY;: po ❑COPPER ,!ALUMINUM 23.SWITCH OR BREAKER SIZE: AMPS' PH: W: VOLT: RACEWAY SIZE: (�n SIZE: AMPS: �� PH: W: VOLT: RACEWAY SIZE: 24.EXISTING SERVICE 25. FEEDERS: #OF AMPS: #OF AMPS: #OF AMPS: 26. LIGHTING FIXTURES: INCANDESCENT:_,/;7 FLUORESCENT& M.V.: 27. FIXED APPLIANCES: 0-30 AMPS:�_ 31-100 AMPS: OVER 100 AMPS: 28. FIRE ALARM: I ❑YES eNO 29-31 DO NOT APPLY TO SINGLE FAMILY,MULTI-FAMILY AND ROOM ADDITIONS 29. SMOKE DETECTORS: NUMBER: 30. RECEPTACLES: 0-30 AMPS:-,-7,12 31-100 AMPS: OVER 100 AMPS: 31. SWITCHES: 0-30 AMPS: S 31-100 AMPS: OVER 100 AMPS: 32.AIR CONDITIONING: #OF UNITS: COMP. MOTOR HP RATING: AMPS: HEAT KW: #OF UNITS: COMP. MOTOR HP RATING: AMPS: HEAT KW: 33.MOTORS: NUMBER: VOLTAGE: HP: KVA: NUMBER: VOLTAGE: HP: KVA: 34.TRANSFORMERS: UNDER 60OV: NUMBER: KVA: OVER 60OV: NUMBER: KVA: 35.MISCELANEOUS REPAIRS: DESCRIBE IN DETAIL: COAB FORM BLDG02:REVISED:8/13/2007 r - CITY OF ATLANTIC BEACH } 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 INSPECTION EMAIL REQUEST: Building-dept(d)�coab.us Application Number . . . . . 07-00001526 Date 11/02/07 Property Address . . . . . . 1846 SELVA GRANDE DR Application type description MECHANICAL ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 ------------------------------------------- --------------------------------- Application desc INSTALL 1 CU & 1 AHU -- ---------------------------------------------------- --- - ------------------ Owner Contractor ----------------- ------- ------------------------ JOHANNSEN AIR ENGINEERS INC 1846 SELVA GRANDE DR. 10947 BEACH BLVD ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32246 (904) 641-2333 ---------- ------- ----------------------------------------------------------- Permit . . . . . . MECHANICAL PERMIT Additional desc . . Permit Fee . . . . 71 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation 0 Expiration Date . . 4/30/08 -------------------------------------------------------- -------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ------- --- ---------- ---------- Permit Fee Total 71 . 00 71 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 71 . 00 71 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE ATM ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. CITY Of ATLANTIC BEACH l MECHANICAL PERMIT APPLICATION I Jr3>> Date' Property Address: Telephone #: �tvy — �O I0 Owner: Contractor: er.""""e #' Fax#• Contractor Address: I' In consideration of permit given for doing the work as described in the above statement,we hereby agree to perform said work in accordance ereof and in accordance with the City of Atlantic Beach ordinances and standards of with the attached plans and specifications which are a part h good practice listed therein. G Type of Heating Fuel: If other construction is being done on this building or site,list the building permit number: ' Electric ❑ Gas: _LP Natural - Central Utility I: ❑ Oil Cl Other—Specify MECHANICAL EQUIPMENT TO BE INSTALLED NATURE OF WORK N/Heat _Space Recessed entral _Floor W/ Residential Nl Air Conditioning: Room �entral t� Duct System: Material Thickness ❑ Commercial Maximum capacitytg� cfm 1 New Building ❑ Refrigeration ❑ Cooling Tower: Capacity gpm ❑ Existing Building ❑ Fire Sprinklers:Number of Heads ❑ Elevator: _ Manlift Escalator (Number) O Replacement of Existing System ❑ Gasoline Pumps (Number) ❑ Tanks (Number) O New Installation umber (No system previously.install ed) ❑ LPG Containers ) ❑ Unfired Pressure Vessel ❑ Extension or Add-on to Existing System ❑ Boilers Cl Gas Piping ❑ Other Specify ❑ Other—Specify LIST ALL E UIPMENT AIR CONDITIONING,REFRIGERATION EQUIPMENT&CONDENSOR'S Approving Number Units Description Model# Manufacturer Ton's Agency f on-1 l {r: Approving HEATING—FURNACES,BOILERS,FIREPLACES&AIR HANDLER'S A enc Number Units Description Model# Manufacturer tyiBTU's F'c j is TANKS Nominal Capacity Type Liquid Serial Approving J How Many &Dimensions Contained Manufacturer No. Agency I 800 Seminole Road • Atlantic Beach,Florida 32233-5445 Phone:.(904)247-5800• Fax: (904)247-5845 • http://www.ci.atlantic-beach.fl.us ` i Consulting Engineers Frank J. Holas, P.E. President O frank j holas and associates, inc engineering support to the construction industry November 13, 2007 City of Atlantic Beach Building and Zoning Atlantic Beach, Florida Reference: 1846 Selva Grande Dr. Subject: Gable end framing Attention: Building Official The gable end on this job was conventionally framed as apposed to balloon framing. The framing consisted of 2 X 6's at 16" centers over the I"floor studs. Simpson H-8's straps were used top and bottom to make the connections truss to I'floor. This framing procedure is acceptable. Should you have any questions please contact me at 396-3318 or 343-3657. Sincerely, --� - rank Holas P.E. 5201 Atlantic Blvd., #119 • Jacksonville, Florida 32207 • Office (904) 396-3318 • Fax(904) 396-1087 • Cell (904) 343-3657 r i J CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD j ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5826 19'r? INSPECTION EMAIL REQUEST: Building-deptncoaKus Application Number . . . . . 07-00000988 Date 8/23/07 Property Address . . . . . . 1846 SELVA GRANDE DR Application type description RESIDENTIAL ADDITION/ALTERATION Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 ---------------------------- --------------------- --------------------------- Application desc room addition ---------------------------------------------------------------------------- Owner Contractor ------------------------ --------------- --------- JOHANNSEN PRESTIGE HOMES 1846 SELVA GRANDE DR. 4657 W SENECA DR ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32259 -------------------------- Structure Information 000 000 ----------------- Construction Type . . . . . TYPE 5-A Occupancy Type . . . . . . RESIDENTIAL Flood Zone . . . . . . . . ZONE X ---------------------------------------------------------------------------- Permit . . . . . . PLUMBING PERMIT Additional desc . . Permit Fee . . . . 63 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 2/19/08 ---------------------------------------------------------------- ------------ Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 63 . 00 63 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 63 . 00 63 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. A- 21 07 09:45a DAVID GRAY PLUMBING 904 723 5668 P•1 PLUMBING C�ITY OP ATLANTIC BEACH PERMIT APPLICATION Date: w to PropertyAddress: E4-(-C, �>ELV4 Cgf-1aAjb— Owner `- r� i1,f` Telephonett Contractor: I)a—vid Gray Plumbing, Inc. J Telephone#• orporate quare Uourt Contractor Address: Mr-I!l$, Florida 32216 Fax #: �3—,��(,� Contractor Signatttre: 4� CIBC €122586 In cors:deration of perae:t given for doing the work as described in the above statement we hemby Perform said work in acco_dance with the attacied plans and 9pecificatiom whin z e a i3w he=f and in accardan-with:he City o*Atlantic Beach ordinance and standards ofgoodpractice li,ted therein Installation a plumbing and fn-Wress must be in accordance witn t-ie most recent edition of tba Southem S'.andard Plu.•nbing I Code. Plumbing Type: I other construction is being done on this cuilding or sire, f New list the building permit number. ❑ Re-pipet} ' v GSC, -Number of Fixtures: Bath Tubs Shovers Closets Shower Pans Dishwashers Sinks DisposaLs !! Urinals Roor Drains I Washing Machine 1 Lavatory Water Sewer Water Beaters Sprinkler System Other Fees Permit Issuin-Fee: $3 .00 i Total Fixtures: _ X$7.00 + S35.00 = d ' l 800 Semino,le Road .Atlantic Beach. :lorida 322335445 Phone- (904) 247-5860. Fax: (904) 247-5845 - http:l;wrwvr.ci atlantic-beach_`I.ss Revised 1/04 __ -- A ri 1n-7 A CITY OF ATLANTIC BEACH PLUMBING PER-MIT APPLICATION Date: Property ddress: ! !�ELV4 6s2AAJi-:::- pv- Owner: Cj2E127r44,yhAfu1.0,J Telephone Contractor: David Gray Plumbing, Inc. Telephone#• 5 ol-porate Square Court Contractor Address: jaw onville, Florida 32216 Fax#: 7Z3-,��6 9 Contractor Signature: �� CFC 022586 In consideration of permit given for doing the work as described in the above statement we hereby a 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 construction is being done on this building or site, New list the building permit number: ❑ Re-Pipe Piz Number of Fixtures: Bath Tubs Showers Closets Shower Pans Dishwashers ( Sinks Disposals Urinals Floor Drains ( Washing Machine 1 Lavatory Water Sewer Water Heaters Sprinkler System Other Fees Permit Issuing Fee: $35.00 Total Fixtures: _� X$7.00 + $35.00 = d3 6 800 Seminoie Road • Atlantic Beach, Florida 32233.5445 Phone: (904) 247-5800 - Fax: (904) 247-5845, http:/1w fw w.ci.at;antic-beach.f(.us Revised 1/04 .ent By: 904-821 -1212; Jul-25-07 2:53PM; Page 2 Johannsen Residence 1846 Selva Grande Drive j uq Addi#ionmt Comments Impervious Service Cxtet The Calculations are aged. Tjw calcutaed impervious surface is at 34.3%. Erosion and af.4j",�,a, See Site plan. We do not believe a sgxn*plan is qty dura to the fact OW the new conslrncdon wlll take place is two areas TU f bdng in rear of the toast on dw eXMIAS pado arae. T nv wM be new faunas punned boat no oder excavation,as the new co=etc will be poured over top of dw exit patio. The other area is located between the house and the gage mut it at trot aft feet frOn' a-00}civ ciiy t.i �. Const,&U!WqA Sit&MaM=Plan rrIL4 rrin ry pa-ck! vilt he tU�esid> rtcc dr%ve 'a i.: Q�t u�t�pa ir~ ,if nom,will amide in the SW� nw&wvsW wig'# U=W to lett of the U(vZway ma- the houix,well off*x right ofway. We are Ira having a cbeanicarl Uu ct. Wben ncc"the workers gilt use a pow+dcr mom in-the rcSllvkl+4. Ninth'Showba f S elo re , _ .. -1 -w Sent By: ; 904-821 -1212; Jul-25-07 2:54PM; Page 3/5 - ACCORDING TO THE PLAT OF QQ �U "EL & T""knm A . AS RECORDED IN PLAT BOOK 38 , PAGE(S) 28 & 28A OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. CERTIFIED TO: ERIC JOHANNSEN, ROBERTA JORANNSEN, GIBRALTAR TITLE SERVICES AND LAWYERS TITLE INSURANCE CORPORATION. SELVA MARINA UNIT NO. 12—C PLAT BOOK 37, PAGE 25 LOT 3 ! LOT 4 LOT 5 N 002453"' Or -f00.00' (R) N 00'34'14• W 99.80' (Af� 112` �' 314" 112. 112_ 0.5' SUBWASION BOUNDARY LUNE 4.50' (M) 5.00' (M) OX I.,'- TO I.P. I.P. TO I.P: 20` B-.- -----�--- -_ ___ ''yi,ffy I I { t LO( 8 30' I ° I I I I ,gyp h h �O ml 6 �. io bi m s - z r o ! & 2—b/ON Y FRAME a: _ d :k 51{hVE RF._^,,'UE7iLE' I ij `'L, • n a FRAML' ,`'t N0. 1446 GGA ri A GF rr arxit/ ,g• N SAO i Z CONC. WA LK E{ -tet � - •� p` J �\:',S i ' 14'- '6VC 1 j2!t &A p I c r CJS..Tq•W 1rplC .51d7 e ' P C. rig :ur z 9 I �TS s L.f3.5FBT 1/7. e 5 05- P,r. L.6.Jj55 lW9j` 65 (�>AY 1 AGM AR ' 1.6.6702 � i (,QJ �, s'r' 1 s7'FASf QEKEFI A)L 100-itmi �, iti±NGS �K! dilStl)3f! rr rmy 3q pprc �g:t t Sent By: ; 904-821 -1212; Jul-25-07 2:54PM; Page 4/5 Impervious Surface Calculations 11 =Left Lot Line rl =Right Lot Line F , Total Lot Surface 100 X 134.87 (left lot line) = 13,487 Sq. Ft. �N 100 X(163.66 rl— 134.8711) = 1,439.5 Sq. Ft. f 2 � Total = 14,926.5 Sq. Ft. Uncovered Area Section A = 56 X 100 = 5,600.0 Sq.Ft. Section B = 11 X 53.9 = 592.9 Sq. Ft. Section C = 23.76 X 60.1 2 — 714.0 Sq. Ft. 25 X 60.1 = 1,502.5 Sq. Ft. Section D = 32.1 X 28.47 = 923.9 Sq. Ft. Section E = 11.8 X 28 = 330.4 Sq. Ft. Section F = 5 X 30.6 — 153.0 Sq. Ft. Total Uncovered Area = 9806.67 Sq. Ft. Total Lot Area = 14,926.50 Sq. Ft. Total Uncovered Area = 9,806.68 Sq. Ft. Total Covered Area = 5,019.82 Sq. Ft. Impervious Area = 5,019/ 14,926.5 = 34.3% Sent By: , 904-821 -1212; Jul-25-07 2:54PM; Page 515 $ ACCORDING TO THE PLAT OF RA r} RECORDED IN PLAT 900K 38 , PAGE(S C ). ` 28 & 28A OF THE CURRENT W, PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. ,. ' CERTIFIED TO: ERIC JOHANNSEN, ROBERTA JOHANNSEN, `? GIBRALTAR TITLE SERVICES AND LAWYERS TITLE INSURANCE CORPORATION, �. SELVA MARINA UNIT NQ. 12—C PLAT BOOK 37, PAGE 25 L;OT 3 : LOT 4 J LOT 5 109-90' /B,1 OD'34'�i'W 99.SD'(wI `f /2- J14- l � O.z, a ► • !12' _Z' Q5� SUBMISION 90UNDARY LINE 13 I.P. TO I.P. I.P. TO I.P. AIR �bM�1e r__-_------- 2D' B.R.L led 30' LOT, e ' �►. 1 AVOD 1 I C o I ( I 1 4 , iv 19 1 1.3..�� 0.9,Lu 2-SMNY FRAME .t k• v do STONE RfSfOE7rlCE ► a; - ca N FRAME „°0, NQ J846 GARAGE 0 r S.7 Ie' to) COYD 22.3' WOOD 7.b' ' &AD :t` -.' ' 13 23.5' aa, 20.8 ' ** . j ���� La- co �.It9.8 liv c� ..ORlVE CDNaa (pl u 7/2' N"Q n; 2s•&• WALK s 14f40'RICE L1N 012 RE9A �jr5. W f L8.5167 �„" �Or 99• r�lJ RG 1/2'�tE6AR c. Al 3:7S J� L-8.5157 am 3Z,s1 r1P� rs r301T. j w r s `., L.e.,irga •j8p fti ` v %j� ��v .��:fp.w rJT REBAR � J AW 401) •. sxB(�� , ri_Uzi BP250U01 CITY OF ATLANTIC BEACH 8/21/07 Application Tracking Step Selection by Revision 14 : 23: 55 Application number . . . . : 07 00000988 Address . . . . . . . . . . : 1846 SELVA GRANDE DR RE , number . . . . . . . . . : 169542-5016- Application type . . . . . : RESIDENTIAL ADDITION/ALTERATION NCR OLD ACCOUNT NUMBERS . . : AB23041 Tenant name, number . . . . : Type options, press Enter. 2=Change 4=Delete 5 View 6=Fast log 8=Action log maintenance 9=In/out maint Path ---- Rey Dates --- - Action Summary - Opt Agency description Rev Step Req In Est Cmpl Last Type By _ BUILDING DEPT. A 01 Y 07/14/07 07/30/07 08/09/07 AP SLG _ PLANNING & ZONING A 01 Y 07/17/07 07/30/07 07/17/07 AP SD _ PUBLIC UTILITIES A 01 Y 07/13/07 07/30/07 07/13/07 AP LS _ PUBLIC WORKS A 01 Y 07/12/07 07/30/07 07/26/07 AP LS Bottom F3=Exit F5=Land inquiry F6=Add F7=Revisions F8 Mi.sc info inquiry F10 View 3 Fll=Sort by agency F12=Cancel F14=Action log inq F24 More keys i CITY OF ATLANTIC BEACH s 800 SEMINOLE ROAD ►� ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 09-00000716 Date 6/05/09 Property Address . . . . . . 1846 SELVA GRANDE DR Application type description RIGHT-OF-WAY PERMIT Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 5000 ---------------------------------------------------------------------------- Application desc 3ALL AND PAVERS ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ JOHANNSEN CITY STONE, INC. 1846 SELVA GRANDE DR. 11459 PHILLIPS HIGHWAY ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32256 (904) 759-7567 ---------------------------------------------------------------------------- Permit DRIVEWAY PERMIT Additional desc . . Permit Fee . . . . 70 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 12/02/09 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 70 . 00 70 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 70 . 00 70 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITU OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. s CITY OF ATLANTIC BEACH 09- -�-r 800 SEMINOLE ROAD,ATLANTIC BEACH,FL 32233 I I V OFFICE(904)247-5826 0 FAX NO.:(904)247-5845 BUILDING-DEPT@COAB.US �.alli r' BUILDING PERMIT APPLICATION DUVAL COUNTY 1,JOB ADDRESS: UAT10N OF WORK -: 3:SO.FT:UNDER ROOF- 4>.'LEGAI DESCRIPTION: - CLASS O:WORK x''O-` 6.USE OF STRUCTUREat'. ❑NEW BUILDING ❑DEMOLITION RESIDENTIAL LOT BLOCK_SUB DIVISION ❑ADDITION ❑CONVERTING USE ❑COMMERCIAL •;;:,;:;DESCRIPTION OF WORK - _ - -s X= ::k'r'' ❑ALTERATION El ACCESSORY BLDG. 8.FIRE SPRINIQIfti ti,;'s f/ ❑REPAIR ❑POOL/SPA ❑YES ❑WA ❑MOVE 9 1 OTHER NO >�r :?PROPERTY O R., _ ,_ moi; CONTRACTORARCHITECT I ENGINEER: 9.NAME15.COMPANY NAME 23.COMPANY NAME M►�,�/YIRS �72r1G #wo 20(3en� L s-044g- tel✓ 16.NAME 24.LICENSEE NAME: �Q��✓ /1/Sc'7✓ l(��2G.//v��a>/t/ t3z�'/✓J�9�, 10.ADDRESS: 17.STATE OF FLORIDA LICENSE NO.: 25.STATE OF FLORIDA LICENSE NO.: 18.ADDRESS:/ /5 c) 7Ps HLtly 26.ADDRESS: 11.OFFICE PHONE: 12.FAX NO.: 19.OFFICE PHONE IZO.FAX NO.: 27.OFFICE PHONE 28.FAX NO.: 11. `oy KD= 66 y olZS-gF�.Z6 13.CELL PHONE: 21.CELL PHONE: T�y7e29.CELL PHONE OG/ -O 14.EMAIL ADDRESS: 22.EMAIL ADD SS: 30.EMAIL ADDRESS: /A, D of /1/5XA 7, A FEESIMPILE':TITLEHOLDER. a. .xa tk�� a` BONDNGCOMPANY� { MORTGAGE LENDER: �.(IF�TFig2 THAN OWNER) 31.NAME: 33.NAME- 35.NAME aami 5 orl✓l- �c 32.ADDRESS: 34.ADDRESS: L 36.ADDRESS: • <`5" G�'c X210 G!/. �l�l/� Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. This permit becomes null and void if work is not commenced within six (6) months, or if construction or work is suspended or abandoned for a period of six (6) months at any time after work is Commenced. I understand that separate permits must be secured for Electrical Work,Plumbing,Signs,Wells,Pools,Furnaces,Boilers,Heaters,Tanks, Air Conditioners,etc. OWNER'S AFFIDAVIT-I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. I will not occupy or use the referenced building or any part therof,until all inspections are finaled and prior to obtaining a certificate of occupancy or completion issued by the building official,as required by law. WARNING TO OWNER: *** YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. C .. .OWNER or AGENT'- CONTom► TOR.,.. A_ O'ile9fiea Oriy)' (If Agent,Power of Attomey or Agency letter Required) - - .+ SignedDate: Signed: Date: 5 Beforeme this day of 2009 in the county of Before me th i y of Duval,State of;i. i y of 2009 in the county of rida,has personally appeared Duval,State f Florida,has personally a peared Or i K Dean f d en pv(61/i nq{v/1 A I Ga,1 fara. herrn by himself I herself and affirms that all statements and declarations are herin by himself I herself and affirms that all statements and declarations are true and accurate. true and accurate. 7 wyar D to V, / Notary Public at Large,State of ,County of � Notary Public at Large,State of r(c ry'^a Q County of Z❑P rsonally Known L 5 ZS G Z q 1, ,❑_,/Personally Known roduced Identification- -J V R Produced Identifi - T Notary Signature: Notary Signature: a/7---1 ,•4, �.FDONNA L BARTLE tin.;'r pOPjNA L MY COMMISSION#DD 84 2 i MyCC :�'.SS!O'^I; p 859524 5.952 .'; EXPIRES:March 30,2013 ~' 2v'3 BLDG01 11,1'~ `. V'8126JS- F ggrt:Cd •r •<::_.-: ErwrilMS ! . � � � / q g 2 § CL E / k 7 2 7 E E Q) f 2 E « 2 2 � ) \ > \ f 2 % ° \ f / / > E / 7 \ \ f t § \ 0 / / 0 0 / k / # @ t 3 3 \ t / CL > 14-- \ $ � � / c Q < 2 » 66 / > � § x / c m .> @ a c e / �/ � �% � » o o m > « o ,zE bV AMU) \ $ 3 Q) Ste [ / 3 0 / _ / $ ke / % fu ° / LL q• ? z § / � / ^ 0 o / » 6 � ° / $ ƒ / ( f \ � ° E E t± t k R 0 E \ 2 % \ f 7 f cu \ \ S " o J / /% t / 7 � .� ' _ 2 [ . 7 � § & / � 2 � . @ o g G kL. § o § 3 E 5 _ — O LL@Rm am LL uU) g � Fmk Set BY r 904-821 -1212; Jul-25-07 2:54PM; Page 5/5 ACCORDING T HE ,, >: :g;�y D1N 0 T PLAT OF UN A:7' 4.•"r.• J Va-''"tr;;�{i-xy,•.:. Ar: i 1..'!S. a. . TIERRA ; 1�` `:I � AT`}$ QlC 3&•.- PAGES) 28 & 28A 1 ? DUVAL OF THE CURRENT ;F ,� �•._= _PBLfC. :RECORDS OF COUNTY FLORIDA. CEBTIFIED �' ._•s{ :r_�fi;«r x' Y`:_: ERIC .30�3APIiRSEN N EN GIBRALTAR TITLE SERVICES AND I:.AWFYERS TITLE INSURANCE.CORPO �:>;; ,��'�,�;���`•�::.>-w �=... RATION. SELVi4 }�' y;� ,-rr.k• ` x'�P"' ;;a� n b1ARINA.UNIT NO. 12-C. -tr' ',5 r?: ?-fix. �y�,y, '�•,',':': :i::�-• -�• :: •s s-.Yell:,_gti... YA Mk..?ri .i:),ef ^L: '.,.., '.+ .:-�,:-s�;��=,r`t} N,�C:;� -a" s,4Y .,'',z yr_�< -�,f'�• t--:-._ .^aia:s� r� ��/-Ch. �. ��_ - ��•.x.f�.k-{%lam.eJi-;:' <-t _.a-�...;F.T t.fid.`';•e``$,,:;.. _1 e�.• .-.. Z:c':•'�`.,� a tom'.. '.' _ r� __.. -may;..-� -:"y.;' ::r:-f;;�. ... _ .y�.�.•:�`";.�•r � �..�.._,. •.•� �'�'•' ��-y. :�i�'';-•- ..,ci�a:t,y�•/:`,'� 9; �!j �'_/���.2 ,jj;�/{/�{/�/p(y/�s'i- _ -�'�.. .•_•:.:-`�i•`-.:arc+:,: •!">• � � �AR:'�Iy��+ALC��•�.-�?•i{�!��Stl�{.I�•Y���,:#}:�5�..1.:•'.:A�/�/fYV-.. '�L'- n-f.:: .... N,•s.;�r.-� f� �'}yr�:' `:aF "::{- `'`-: 'cin .-•4 .:4°•p,,, r :ovuf`= •I },. 3 4 _ r�i._�yYs!_+f..Fr w�!=.if LAY.'t i.'::::'." :�KL•:. g !LII-pi J� • Q.5 SUBMISI ON BDUMARY UNE ox Ii_ TO I.P. ��I.P. TS -------- -------LOT I�L F i 1-411 b h� � F- 6}h 7 4-1-5 WRY MWE MME fie=MCE f at 'r FRAW ,�� Na 1846 ! ur ;A GARAGE .7 COYp 2•-1' m cJ 9 B' 22.3* ifUOO 7.6' �I Ef� lye• 2 p it ZO.S' a, L 23 9' l coV 9.crwr- 6.1 :•GONG::� 7/2' f ry n. 2S' WALK cc .112 1) A' 't£J6•'T `K Llyf L B 5167 P.7 N `5~��°'"(;k, s , massa 4Aaf L&67p2 �• t 9 t sr ;�-�i,.S - ?_>wk�.CS rift if ff''.... f=i.f,s 8L•'�K .-H1 i:�,� ?R,{ • _ �i�f.- "� � .Z�?'Rlr�`•_iW ini�i ?.?+tqr!� t !� � ._..... -- F i`6 r�As�:�.4:.1•.yc w.� .�� �+nr.: .w: .� :)•.:t. �:::�': .« r:ica ..�:' �i3.:ua_ •,n -. . R.O.W. Permit Attachment of for R.O.W. Permit# issued , 200_ Atlantic Beach,FL 32233 Owner's Name: G 1-0 �eH�NN�s t"VS Property Address: 13th; 154 Subdivision: Lot#/Block#: ZV 7— $ R.E.#: REVOCABLE ENCROACHMENT PERMI L THIS REVOCABLE ENCROACHMENT PERMIT, issued this day of 200by Atlantic Beach, Florida, a municipal co. o ation organized aid'ex"*sting under the laws of the State of Florida, hereinafter referred to as "CIT and of Atlantic Beach,Florida,hereinafter referred to as"USER". Q ' WITNESSETH: That the CITY does hereby grant the USER permis ' n on a revocable basis as described herein the right to enter upon the property of the City of Atlant' Beach for the purpose as described in the City of Atlantic Beach Right-of-Way/Easement permit n bers noted above (copies attached). This work is generally described as: 1'IKt N t N'C� l t1 fYLL POP PfyY�2 Any facility maintained, aired, erected, and/or installed in the exercise of the privilege granted remains subject to relocati or removal on thirty (30) days notice by CITY to the USER, said notice to USER shall be give by certified snail, return receipt requested, to the following address: The depositi of said notice of cancellation in the United States mail shall constitute the notice of cancellation the burden is upon USER to keep the CITY informed of USER's proper address. The USER shall promptly make any and all necessary repairs to any facility erected or maintained in the exercise of the privilege herein granted and shall at all times maintain said facility in good and safe condition. In the event it is necessary for the CITY or the City's approved representative or other franchised utility to enter upon the above-described property of the CITY, the USER shall replace at the USER's sole expense, any and all material necessarily displaced during the action of maintaining, repairing, operating,replacing, or adding to of the utilities and facilities of the CITY or franchise utility provider. The facilities allowed by the permit shall meet the current requirements of the City Code, Building Codes, Land Development Code, and all other land use and code requirements of the CITY, including City Code Section 19-7 (h) which states "Driveways that cross sidewalks: City sidewalks may not be replaced with other materials, but must be replaced with smooth concrete left natural in color so that it matches the existing and adjoining sidewalks." Page I of 2 The USER, prior to making any changes from the approved plans and/or method, must obtain written approval from the City of Atlantic Beach, Public Works Department, for said change. The USER shall, at the discretion of the CITY, be requested to submit as-built drawings showing the change within thirty(30) days after the day of completion. This permit shall inure to the benefit of, and be binding upon, the USER and their respective successors and assigns. USER shall meet the terms and conditions of this permit and to all of the applicable State and CITY laws and/or specifications, to include utilities locate requirements and use limitations/requirements of public rights-of-way and other public land. USER further agrees that the CITY and its officers and employees shall be saved harmless by the USER from any of the work herein under the terms of this permit and that all of said liabilities are hereby assumed by the USER. DATED and SIGNED this ecX day of /i /Q 200_. By4j rope ner (to be signed in presence of the Notary) STATE OF FLORIDA COUNTY OF DUVAL On this 2,7 — day of 200_, personally appeared before me, a Notary Pub ' in an for said County ind State, , the property owner of S , Atlantic Beach, Florida, known to me to be the person(s) described in and who executed the foregoing instrument; who acknowledged to me that he or she execute e same freely and voluntarily and for the uses and purposes therein mentioned. SHIRLEY L.GRAHAM +µv P*&' Notary public_State of Florida My Commission Expires Feb 14,2010 o ary Public for ounty and State a• Commission#DD 518533 OF Bonded By National Notary Assn. CITY OF ATLANTIC BEACH,FLORIDA, a municipal corporation: Approved: Ricky L. Carper,Public Works Director For Permits where city sidewalk is impacted, City Manager approval required: Jim Hanson, City Manager Page 2 of 2 City of Atlantic Beach 1� APPLICATION NUMBER Building Department b r �j� (To be assigned by the Building Department.) ti 800 Seminole Road ` (, 0 Atlantic Beach, Florida 32233-5445 (/ �� Q 7111-) Phone(904)247-5826 • Fax(904)247-5845 E-mail: building-dept@coab.us Date routed: ZZ City web-site: hftp://vmw.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: ly 7 cp j�lp'd, dl-^Z)t � Department review required Yes No Building Applicant: 6/ V Planning &Zoning Tree Administrator Project: � 'n, ?�4 /a /� 1d-�L (� / Vf� ublic Works rTPbblic—OfiTities l��Ll�✓�L�C Public Safety Fire Services Review fee Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By 414 _ Florida Dept.of Environmental Protection Florida Dept.of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: Approved. ❑Denied. (Circle one.) Comments: BUILDING /� PLANNING &ZONING Reviewed by: Date: TREE ADMIN. Second Review: []Approved as revised. ❑Denied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. Comments: Reviewed by: Date: Revised 05144/09 CITY OF ATLANTIC BEACH, FLORIDA Approvadby APPLICATION FOR ELECTRICAL. PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE: 1' s 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. ELECTRICAL FIRM: MASTER ELECTRIC IGCNATURE JOURNEYMAN NAMER C-7 ,C.4 ���� '` 7�1� I A BLDG.SIZE BETWEEN: RES.(V► APT. ( I COMM. ( 1 PUBLIC ( 1 INDUS. ( 1 NEW ("1 OLD ( 1 REW. l 1 ADDITION ( ) TRAILER ( ) TEMP. ( ) SIGNS ( ) SQ. FT. SERVICE: NEW(Vi/ VINCREASE ( 1 REPAIR ( 1 FEE CONDUCTOR SIZE U AM [�U COPPER ( 1 ALUM. SWITCH OR BREAKER AMPS PH W ��-OLT RACEWAY EXIST.SERV.SIZE AMPS PH W - VOLT - RACEWAY FEEDERS NO. SIZE NO. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL 0-30 AMPS. 31-100 AMPS. SWITCHES INCANDESCENT FLUORESCENT&M.V. FIXED 0-100 AMPS. OVER APPLIANCES BELL TRANSF. AIR H.P. RATING H.P. RATING CONDITIONING CO MOTOR OTHER MOTORS AMPS CEIL HEAT: KW HEAT 0.� OVER MOTORS H.P. I VOLTAGE PHS NO. 1 H.P. VOLTAGE PHS MISCELLANEOUS TRANSFORMERS: UNDER 600 V. OVER 600 V. NO. KVA NO. IKVA NO. NEON TRANSF. NO. VA. MA. MOTOR SIZE SWITCH FLASHER EACH SIGN _ FORWARDED TOTAL FEES _ DEPARTMENT OF BUILDING PERMIT NO. 5 7 9 6 CITY OF ATLANTIC BEACH.FLORIDA PERMIT TO BUILD THIS PERMIT MUST BE POSTED ON JOB Date '1/24 19 Valuation$ tsEC AAtTCAT Fee$ 4h Of; This permit not valid until above fee has been paid to City Treasurer,and is 11 6 9 0 U T subject to revocation for violation of applicable provisions of law. Ocean State Heating* & AC / r`, i �l�t►/N This is to certify that 579UuCAG 1!Ilifj } p f- has permission to Zone OT�'('TP FAi4T7Y Classification � Owned by R " T I Block ----- -S/D OFT p a TTFT2T2 s i Lot House No. 1846 SELVA GRANDE DRIVE According to approved plans which are part of this permitNOTICE—ALL CONCRETE FORMS * AND FOOTINGS MUST BE IN- SPECTED BEFORE POURING. PERMIT VOID SIX MONTHS _n AFTER DATE OF ISSUE .. O Building material, rubbish and debris zi from this work must not be placed in public space, and must be cleared up and...hauled away by either con- , * trac i _ owner. Building Official. PERMIT DATE CONTRACTOR FOR OFFICE USE ONLY NUMBER PLUMBING ELECTRICAL SEWER WATER CUILDINIG AND ZONING INSPECTION DIVISION CITY OF 1,TLANTIC BEACH, FLORIDA APPLICATION FOR MECHANICAL PERMIT IMPORTANT-l ppl;oant to complato all itoms in sc ci;o-ns I. II. 111. end IV. I' On S;do Of­j Lk `Q"-fell k���n St. swd_ St. L0,CATION (NoA. South, Eest,Writ) (Addrrts) (Intartacli" Street%) OF r'ulLD(NG Lot No, Pock No (State porton of 64 if l.rss than full bt--Atted Lxsal douripf;on per d.-ed in duplicate if %*,-a ary) II. TYFc OF PPOr^OSED MECR%LAICAL WOP.K - All cp?Gcants cornplo-Fe Ports A - D A. U:t- OF tUILDING L 0WINFPSHI► RESIDENTIAL IS. ( Private (;ndiv;dwl, cnrp;.rtf;cm. nM""'it irtstitv4i7r, rlc.) 1. AOn. farn;y 11. ❑ uhlify /( tb. ❑ >•usrc (Federal, state or tical g7vera.a.swt) 2. ❑ T.ra or rr.ors Gmiy- 12. ❑ rbmry. Enter numbar of roma ofhar "Cat;onal C, NAMU OF WORK 3. ❑ Transient, ho-tal, motel. 17. ( New t,r?.dnq rooming f.ouso - 13. ❑ Store. martartf;le Enter numbar of units Offer It. ❑ Ei;st;ng 4. ❑ Ofhar rrs;dant;al 14. ❑ OTHER-SPECIFY 19. ❑ Rer'-acerr.c-ef of eurf;n system 20. g Nr. ;r.sl.Ilo;.n (No.tro- Crzviorsfy 1►cte!'sd) NON-RESIDENTIAL 21. ❑ Eztrrs;on or sdd-on to e„st;nq eysfsew. S. ❑ A,rnusarnent, recrsaGonal 22. ❑ Otho-Specify 6. ❑ Church, other religious 7. ❑ Industrial t. ❑ Garega, sero;ce s!at;on L TVIE GF :UIL91 4v 9. ❑ Horpiial, ;nst;fut;onal 10. ❑ Office, bank, pmfess;onal 36 Number of s+o 37. `Hood frame 0. MECHANICAL EQUIPMNT TO 95 INSTALLED 38. ❑ Pisscn-y and wwcd (Pro✓d• compete list of components on back of this form) 39. ❑ Rainfor:ed concrete 23. Furnace ❑ Space ❑ Receuad fq Control O F.,xr 40. ❑ Sfrvcturol steel 24. Air Conditioning: ❑ RoomCentral t tF 41. ❑ Other 25. Duct Sysfem: M.fitrio Thick 1esr Mas;mum upas; c_f.m. TONAGE: ' 2- 26. ❑ Refrigeration THIS SPACE FOR OH4Cfr LISE O'rtLY 27. ❑ Cooling toyer: Capacity q.p-n. 22. ❑ Firs sprinklers: Number of has fs 29. ❑ Elrvator ❑ Nonlife ❑ Escalator (r.ur..bor) 30. ❑ Gcsoliine pxnpt (numbar) 31. ❑ Tor•ks (number) Rx�ar}t 32. ❑ LPG confainers (numbs►) 33. ❑ Unf;rad prruurs "Uel Perm'ri Ar,rro.ed by Dais 34. ❑ F-03ors Permit Fra 35. ❑ Otf,-v - Spxify III. GENEZAL IN.F-OhMATION A. Type of haaf;ng "I: e (hf' IS OTHER CONSTr?UG710N 6EING DOME ON 42. !8i Ereetrie THIS BUILDING OR SITE? 43. ❑ Gas-❑ LP ❑ Naturel ❑ Ccktral Ut;Gty IF YES. GIVE NUMBER OF CCNSTRUCTION�`a 44. ❑ Oif PERMIT `�yc 4S. ❑ Cher - Specify - IV. ID2gTIHCATI0N - To be cocnpl-3" by ed oppl;cents In cr++s;ds•at;on of rn;t q;von for eoiag fl.a work as d leribod in A* above oaterr:ent we 1,e•eby agrae to perrzrm said woA in accordance ..;tis tF.a atfact.ad wl:;ch are a part herr-of and ;a accordance eith tho City of Jeckscnv;!lo ordinaneas end standards of qc d prach:.o is+cd Vsrs;n. f's a cF bre taniul S .-at-:rs of j Co-.�.•c z;r (Print) �`��,-� ( Co-frsctor Agent � ��� Oy ILS k �!V "'4-v of _ C (i rint) S _T of C r.er S;q'.af4re of c / of �yrnt Archil✓-t err E-q;neer Vic:* EI 51.1 1 I � �3y(.��e v�oBADDRESS 6* -dC- 0 TYPE WORK Rer�v i Aad,a=�jon I PROPERTY OWNER C 1 K ��Y �"' 'ISS T H EPHONE 1-` CONTRACTOR Yl PWWAl KaY- TEI.EMONE PERMIT NUER 2 DATE INSPECTIONS.• FOOTING SLA - 5 o TIE BEAM LINTEL Oh I NAILLIN G O5 3 FRAMINVGICOVER UP y EVSUI.ATION FLVAL BUILDING 2 3 CERTlMHCATE OF OC AN ELECTRICAL PES AJM INSPECTIONS ROUGH FINAL MECHANICAL PERMIT# INSPECTIONS ROUGH FINIAL PLUMBING PERMIT# INSPECTIONS ROUGHIUNDER SLAB TOPOUT WA FINAL NOIM R � J3� CITY OF ATLANTIC BEACH IS 800 SEMINOLE ROAD r� ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 �Jif1 Application Number . . . . 05-00029608 Date 6/06/05 Property Address . . . . . . 1846 SELVA GRANDE DR Tenant nbr, name . . . . . . ADDITION ON EXISTING SLAB Application description . . . RESIDENTIAL ADD/RENOVATE/ALTER Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 36000 Owner Contractor - ------------------------ ----------------------- JOHANNSEN, ERIK/ROBERTA HARRINGTON REMODELING, INC 1846 SELVA GRANDE DR. 12442 APPLE LEAF DR ATLANTIC BEACH FL 32233 JACKSONVILLE F)�-;' 32224 (904) 241-9436 (904) 838-1542 --------- ------------------------------------------------------------------- Permit . . . . . . MECHANICAL PERMIT Additional desc . . Sub Contractor . . TROPIC HEATING & AIR Permit Fee 55 . 00 Plan Check Fee . 00 Issue Date . . . . 3/28/05 Valuation . . . . 0 Expiration Date 11/29/05 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- -------- Permit Fee Total 55 . 00 55 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 55 . 00 55 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING OL (b I.A. BUILDING OFFICIAL � 5 CITY OF ATLANTIC BEACH MECHANICAL PERMIT APPLICATION Date: © S Property Address: Owner: Telephone#: .2-yi-94/36p � `�� �5' �' (( Telephone#: Z3 ti' `70t Contractor: `—I (0� �C `� �i 9 1 C P Contractor Address: S O &- K S R�_ Fax#: 2� , In consideration of permit given for doing the work as described in the above statement,we hereby agree to perform said work in accordance with the attached plans and specifications which are a part hereof and in accordance with the City of Atlantic Beach ordinances and standards of good practice listed therein. Type of Heating Fuel: If other construction is being done on this building or site,list the building permit number: ❑ Electric ❑ Gas: _LP _Natural _Central Utility ❑ Oil ❑ Other–Specify MECHANICAL EQUIPMENT TO BE INSTALLED NATURE OF WORK ❑ Heat —Space _Recessed _Central _Floor Residential LlAir Conditioning: _Room _Central ❑ Duct System: Material Thickness ❑ Commercial Maximum capacitycfm L3 Refrigeration ❑ New Building ❑ Cooling Tower: Capacity gpm Existing Building ❑ Fire Sprinklers:Number of Heads ❑ Elevator: __ Manlift Escalator (Number) ❑ Replacement of Existing System ❑ Gasoline Pumps (Number) ❑ Tanks (Number) ❑ New Installation Li LPG Containers (Number) (No system previously installed) ❑ Unfired Pressure Vessel Extension or Add-on to Existing System ❑ Boilers ` ❑ Gas Piping Other-Specify ❑ Other–Specify LIST ALL EQUIPMENT AIR CONDITIONING,REFRIGERATION EQUIPMENT&CONDENSOR'S Approving Number Units Description Model# Manufacturer Ton's Agency HEATING—FURNACES,BOILERS,FIREPLACES&AIR HANDLER'S Approving Number Units Description Model# Manufacturer BTU's Agency TANKS Nominal Capacity Type Liquid Serial Approving How Many &Dimensions Contained Manufacturer No. Agency 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800• Fax: (904)247-5845• http•//www.ci.atlantic-beach.fl.us Revised 1/04 T►r'�.r`I f �� 's• C. CITY OF ATLANTIC BEACH f 1 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 05-00029608 Date 6/06/05 Property Address . . . . . . 1846 SELVA GRANDE DR Tenant nbr, name . . . . . . ADDITION ON EXISTING SLAB Application description . . . RESIDENTIAL ADD/RENOVATE/ALTER Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 36000 Owner Contractor - ------------------------ ----------------------- JOHANNSEN, ERIK/ROBERTA HARRINGTON REMODELING, INC 1846 SELVA GRANDE DR. 12442 APPLE LEAF DR ATLANTIC BEACH FL 32233 JACKSONVILLE FIr 32224 (904) 241-9436 (904) 838-1542 ------------------------------------------------------------------ Permit . . . . . . BUILDING PERMIT Additional desc . . Permit Fee . . 210 . 00 Plan Check Fee 105 . 00 Issue Date . . . . 2/07/05 Valuation . . . . 36000 Expiration Date 11/29/05 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ------ Permit Fee Total 210 . 00 210 . 00 . 00 . 00 Plan Check Total 105 . 00 105 . 00 . 00 . 00 Grand Total 315 . 00 315 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. C�.. ( !A BUILDING OFFICIAL r Ai,lf��� CITY OF ATLANTIC BEACH cc. BUILDING / ZONING DEPARTMENT 800 Seminole Road S. Doerr Atlantic Beach,Florida 32233 CITY JF ATEA DTIC' 1_A r/ c? (904)247-5800 i •, �' c",,n,r .. R E C E I V E D J;31� (904)247-5845 Fax L CITY OF ATLANTIC BEACH www.coab.us FELE 3 BUILDING & znNli\jG PLAN REVIEW COMMS j JAN 2 7 2005 Y: z� s BY: Permit Application # O S - ZC ("'51 0 8 __ --------- - --- Property Address: L-4�, S;a-u iA Applicant: Project: LoQ l-1 n ►,l O r•� (S 1 5�- � This ermit application has been: Approved "viewed and the following items need attention: Reac r-1 GX Ct, Please re-submit your application when these items have been completed. � Reviewed By: �3(�7C/ Date: -�- �� ^-1A • 1 r CITY JC CT_N;V 1� �t'r1CiH CITY OF ATLANTIC BEACH JAN 2 7 2p05 BUILDING PERMIT APPLICATION s� �r (Alterations&Additions) BIDS) BY: — Date: Job Address: 1 a �� S� ✓/' �?1�^,i L� U2 �� �/��✓//� 1 t'�C/� Owner of Property: ���/( ANS /s��£2/� JO� .�✓'�/���/� Address: lO � �f�f//� ��r�S'�t/� �� Telephone: 'go Legal Description: Block Number: 3 Lot Number: T" Zoning District: LIVE Contractor: ( 1;17w 2 .t '✓ T/'f State License Number: 6 1_4f_,033(9 Contractor Address: �� �/�C��o r✓ +�/L f ���zu�` Telephone: O �J o J� L Fax: (i 4) Describe proposed use and work to be done:/ y/-� 1 ^� /�X�cS�i✓R O C s / NL % Present use of land or building(s): ��s., JFN/ L— Valuation of proposed construction: N - 0�,-? . D a /Y :"/�/(v � feet What are the dimensions of the added space: �^ feet x Will the added area be heated and cooled? New electrical or increase in seryice? lesI Add plumbing fixtures? Add fireplace? Add heating/air conditioning? Is approval of Homeowner's Association or other private entity required? N Jq —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? Rf/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. eNO. 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 provide all information as appropriate. 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 Lane,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-atlantic-beach-fl-us Revised 8/04 Page 2 i 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. I hereby certify that all information provided with this application is correct. / L� Signature of owner: Date: I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of the laws and ordinances governing this type of work will be complied with,whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any federal,state or local rules,regulations,ordinances,or laws in any manner,including the governing of construction or the performance of construction of the property. I understand that the issuance of this permit is contingent upon the above information being true and correct and that the plans and supporting data have been or shall be provided as required. Signature of Contractor: + Date: Address and contact information of person to receive al correspondence regarding this application(please print). Name: f C kq16 / Mailing Address: `e- Telephone: 1.3 i6—/Sq-2, Fax: 9oq-4i1-77oZ E-Mail: AS TO OWNER: 44, OS Sworn to and subscribed before me this_� ✓ 20 L/ day of �J Ar State of Florida,County of Duval RODNEY SUMTER Notary's Signature: MY COMMISSION#DD327329 EXPIRES June 26.2008 ❑ Personally known Bonded Thru Notary Public Underwriters Produced identification Type of identification produced fiVR t nk AK vEe s �/CevSs AS TO CONTRACTOR: Sworn to and subscribed before me this �0 f� day of ,20 State of Florida,County of Duval Notary's Signature: RODNEY SUMTER ❑ Personally known % � '• MY COMMISSION u DD 327329 Produced identification G� EXPIRES June 26.2008 Type of identification producedr l OQ r t�.t �j 2 ✓��S G6"'0 j Bonded Thru Notary Public Underwriters !„or 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 8/04 NOTICE OF COMMENCEMENT State of �l0 2/d,2 Tax Folio No. County of /CfUi9 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 propertybeing improved: ,..,/07/ �l�l © S�C V/9 / �2 A A ��acdl,rD g P Address of property being improved: General description o improvements: Ca�✓�e S C Owner: '000'0 � P �/ Address: Owner's interes in site of the improvement: L� \� Fee Simple Titleholder(if other than owner) _ Name: Address: Contractor: L' Z21 Address: .� ���F f" Phone No: o Fax No: Surety(if any): Amount of Bond$ Address: Phone No- Fax No: Name and address of any person makin a loan fo the construction of the improvements. Name: Address: Fax Nc Phone No: Doc#2005031031,OR BK 12260 Page 1648, Name of person within the State of Flori a,other than himself, designates Number Pages: 1 documents may be served: Filed&Recorded 01!25/2005 at 12:33 PM, JIM FULLER CLERK CIRCUIT COURT DUVAL COUNTY Name: RECORDING$10.00 Address: Fax N, Phone 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 Commencemen (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 N 'R 'aS-O :S Signed: r Date: Before me this ZS ay of in the County of Duval, S e f Florida.has personally ap eared + A� GRANT GARRETSON Notary blic at ge, State oflFlor�da,County of Duval. =gym' Notary Public,State of Florida My commission expires: 3/ r D 3 or My comm.expires Mar.31,2008 Personally Known: No.DD 305964 Produced Identification: F. !� D MAP SHOWING BOUNDARY SURVEY OF LOT 8 ACCORDING TO THE PLAT OF SELVIA TERRA AS RECORDED IN PLAT BOOK 38 , PAGE(S) 28 & 28A OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. CERTIFIED TO: ERIC JOHANNSEN, ROBERTA JOHANNSEN, GIBRALTAR TITLE SERVICES AND LAWYERS TITLE SELLA MARINA UNITCNRPORACION. PLAT BOOK 37, PAGE 25I LOT 5 LOT 3 LOT 4 f N 00'2453" lY 100.00' (R) ❑ N 00'34'14" W 99.80• (M) 1I 1/2" 1/2• I '314 /2, 0.2' t4�8 SUBDIVISION BOUNDARY LINE ❑_(M) 5.00' (M) I.P. I.P. TO I.P. 20' B.R.L----_------LOT 8 30' I I I ❑ I I I I o I I I 1 ❑ .� ml I F- 3 1.3' 4' N 18.6 I� ❑ b O� _j o j 19.9' 5.5' i m �—❑ 0.9'W w N 0. O 1r� 1 & 2-STORY FRAME i at J C�tn a & STONE RESIDENCE O� v FRAME °,.° NO. 1846 9.8' N GARAGE 5.7 2,' A/C ? N COPDN CfAD ! WOO 7.6' • 9.8' 22.3' 20.8' p L %-A . o❑ 23.9' 6 COPD y 9.8' a Wn0D I O .GONG•: CONC. i v DRIVE `_ WALK 112" - �7.3' BEARING .. S I �REjy� 112 REBA R. • �'�•T6', W CINE L.BSC671/2 REBAR 112• S ,¢ 89'LS L.B.5167 LB-3398 35 llfp;�g8 paa 'Ao�o5_ T. 29 1B•O (y) S ��4/ 3p. 1/2 REBAR ACM L.B.6702 S � S5•s6'S��� o.ss'So.�rN _29� QENE11wL NOTEa' PLAT MM 38 PAGE 28A V E y 0 1.BEARINGS ARE BASED ON X AS BEST J R R S 2.STRUCTURE N0. 1845 SHOWN HEREON UES WITHIN FLOOD ZONE DETERMINED FROM F.E.M.A. FLOOD MAPS PANEL NO 00010 DATED 04-17-1989. A $SOCIATED SURVEYORS INC. 3.THIS IS A SURFACE SURVEY ONLY. THE EXTENT OF UNDERGROUND FOOTINGS, PIPES AND UTIUTIES. IF ANY, NOT DETERMINED. LAND & ENGINEERING SURVEYS 4.JURISDICTIONAL AN-D[OR ENVIRONMENTALLY SENSITIVE AREAS IF ANY, NOT 5915 CEDAR HILLS BOULEVARD LOCATED BY THIS SI�YtT AND THE JACKSONVILLE, FLORIDA 32210 5.THIS SURVEY WAS BASED ON LEGALDESCRIPTIONS SURVEYOR FURNISHED t S 904-771-6468 PUBUC RECORDS WERE NOT SEARCHED COVENANTS OR RESTRICTIONS THAT MAY AFFECT THIS PARCEL `� 6.UNLESS OTHERWISE STATID ALL IRON PIPES FOUND HAVE NO IDENTIFICATION. J 7.NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A 0 S S d CERTIFICATE OF AUTHORIZATION NO. LB 0005488 FLORIDA LICENSED SURVtM AND MAPPER' LaaAM/AN EVIATIONA Q SET IRON PIPE OR REBAR P T. z POINT OF TWAN Y COV CH - CHOR I HEREBY CERTIFY THIS SURVEY WAS DONE POINT OF CURVE UNDER MY ..��SUS• OR LB.5488 P.R.C. - POINT OF REVERSE CURVE DIRECT SUPERVISION AND MEETS THE MINIMUM TECHNICAL FOUND IRON PIN OR PIPE (IP) RIS OF WA. FOUNDS ) P.C.C. s POINT OF COMPOUND CURVE STANDARDS FOR LAND SURVEYING PURSUANT TO HAPTER X CROSS CUT OR DRILL HOL�C.M. C�L - ��� UNE R/W- (R) -RECORD (M) = MEASURED CON-. - CONCRETE B-1. 61G17-6, BUILEAVE Tl 61 G17-6• A ADMI STRATTON % C - A C -AIR CONDfIIONER ( . .) R -RADIUS L - ARG LENGTH ® -WATER METER 14D,= UTILITY POL O.R.B.=OFFICIAL RECORD BOOK P.EQ. -POOL EQUIPMENT J' M = GUY AW>1101 BY: CHARLE B. HATCHER O.R.V. -OFFICIAL RECORD VOLUME -O.U.--OVER HEAD UTA1i1ES FLORIDA CERTIFICATE NO. 3771 P.R.M.=PI.38AM iT REFERUNE EMIX JOB N0. 24291 DATE _06-20-2000 ER•E -9U PAD MXf-�A► MRENFT]]dCE�EBE= ELECTRIC -�� >lfi - U_ � NAHORITY D—O WOOD FENCE SCALE: 1" = 30' GRAFTER J.E.A. Charles Harrington CBC1250338 12442 Apple Leaf Dr. Jacksonville, Fl. 32224 Cell 904-838-154 Fax 904-641-7708 CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-5826-FAX: 247-5877 PERMIT INFORMATION LOCATION INFORMATION Permit Number: 24053 Address: . 1846 SELVA GRANDE DRIVE Permit Type: FOUNDATION ONLY ATLANTIC BEACH, FL 32233 Class of Work: FOUNDATION Township: Range: Book: Proposed Use: SINGLE FAMILY Lot(s):8. Block: Section: Square.Feet: Subdivision: SELVATIERRA Est. Value: Parcel'Number: Improv. Cost: OWNER INFORMATION Date Issued: 5/09/2002 Name: JOHANNSEN, ERIK Total Fees: 25.00 Address: 1846 SELVE GRANDE DRIVE Amount Paid: 25.00 ATLANTIC BEACH, FL 32233 Date Paid: 5/09/2002. 1 Phone: (000)000-0000 - . _. Work.Desc: FOUNDATION ONLY - . CONTRACTORS APPLICATION FEES PUSKAR, ANTHONY PAUL MIT 25:00 � .._6 " = 000 ^L_ta� � _ ����.� -. s 1G-"�, -;+�;c -,e``�.-a.4�Yr r• "�`�''"""�.'S'usC:u'_s NOTICmv `fE`I �r3 � T ION BUILDING MATER[ �- Y *` SPACE, AND MUST BE CLEARE f - �•"j.:h.—^ ..FAIL _ URE TO CO _ _ -� Tt � � �y_' THE PROPERTY OWNS - fZOVE ISSUED ACCORDING TOA IPygl f BJECT TO REVOCATION FOR VIOLATION OF APPLICAB eS` ., t d 2002 CK#4 — AT IC BEACH UIL PT. —._ Z 0 I m M O 0 11. 4 C �4 z a loo- io: LA Ell Or- 1 IA o o�° 2.4' ca C) o z 0jarn :J > ` y I {sl t-4 " J. p CA O � O n R- 1 1 INSULATIQNk P.T. PL W/.jl / DIA A.B. ® 6' o. . 4 CONC SLAB 6" MIN. CLEAR. ' O IN 12" X 20 MONO. FTG. MONOLITHIC FOOTING 1 ., _ - o" S (f C(`) n� a 1 • i. ,1 8� • � �� !7 � 4..s ) � rTl 74 J � D i �1 7aU' . 70 r _ 7rVI0 1 w Construction site management plan: Re: Erik and Roberta Johannsencopy t, 1846 Selva Grande Drive Atlantic Bch, fl. 904-241-9436 1 Only demolition will be north side of building siding removal to be replaced with stucco finish. 2 No grading or drainage changes required. Concrete slab for addition is existing. 3 See exhibit A for off street parking 4 See exhibit A for fencing location 5 no construction trailer but drop off site for supplies 6 Port-o-let mark by (6). 7 Location of dumpster in driveway and marked (7). 8 Limited access is required with primary requirements being lumbar delivery. All parking will be on site with out traffic congestion issues. Street is a dead end on a cul-de-sac. 9 No other considerations identified at this point. IS 0����N tk d�evvjlz a A,- - f � P /N s� R C v.9 �✓�r/�� fit/ JA —27-2005 01 :52 AM WINDOWWORLD 904 443 7778 P. 01 AL Architectural Testing 16 July 2002 Mr. Marsh Fernbaugh, Director of Testing Alside,Window Company 3773 State Road Almon, Ohio 44309-1365 RE: Wood Installation of 0201 Double Hung Window, 3' 0" by 6 0" 1 Dear Mr, Fembaugh: At your request, 1 have performed an installation fastener analyses into wood framed walls for Alside double hung windows, Model 0201. The testing of the actual windows was done under ATI project 05-30324.02. The fastener analyses provides a 3' I 011 wide by 6 0 high window with an allowable installation design wind pressure (D.P) of+/- 55.0 psf. To provide this D.P. in a wood framed wall requires 6, 48 screws, each 0.164" in i diameter. There should be 3 screws through each window jamb frame, one near the top, one at the midheight, and one near the bottom. The minimum penetration of the screws i into the supporting wood framing must be 1-5/32 These results are appropriate for the size window stated in the first paragraph The supporting wood framing can be Southern Pine, above, and any site smaller. Douglas Fir, Hem-Fir, or Spruce-Pine-Fir. If there are any questions about this analyses, please advise me, i Sincerely yours, i i ARCHITECTURAL TESTING, INC. Allen N. Reeves, P.E. ' Director—Engineering Services ANR:am cc: 01-41462 ' 05-30324.02 ' 130 Derry Court York, PA 17402-9405 phone: 717.764.7700 fax; 717.764.4129 www.archtest.com � • i FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM 60OC-01 Residential Limited Applications Prescriptive Method C NORTH 1 2(- Small Additions,Renovations&Building Systems Compliance with Method C of Chapter 6 of the Florida Energy Efficiency Code may be demonstrated by the use of Form 600C-01 for additions of 600 square feet or less,site-installed components of manufactured homes,and renovations to sinole and mulffarr'v residences.Alternative methods are 2rovided for additions bv use of Farm 60OB•01 or 600A-01. PROJECT NAME: ;D ; BUILDER:4 o,,y i" AND ADDRESS: 4+9k SP Y PERMITTING CL ATE g OFFICE: ZONE: 11t 2 ❑3 OWNER: IO PERMIT N0. URISDICTION NO.: "'`3 3�R�h�v'1 SMALL ADDITIONS TO EXISTING RESIDENCES(600 Square feet or less of conditioned area).Prescriptive requiremerts in Tables 6C-1,6C 2 end 6C-3 apply onlyto the components of the addition,not to the existing building. Space heating,coding,and water heating equipment efficiency levels must be met only when equipment is installed specifically to serve the addition or is being installed in conjunction with the addition construction. Components separating unconditioned spaces from conditioned spaces must meet the prescribed minimum insulation levels.RENOVATIONS(Residential buildings undergoing renovations costing more than 30%of the assessed value of the building).Prescriptive requirements in Tables 6C-1 and 6C•2 apply only to the components and equipment being renovated or replaced.MANUFACTURED HOMES AND BUILDINGS.Only site-installed components and features are covered by this form.BUILDING SYSTEMS Comply when complete new system is Installed. Please Print CK 1. Renovation, Addition, New System or Manufactured Home 1. 2. Single family detached or Multifamily attached 2. s, 3. If Multifamily-No.of units covered by this submission 3. 4. Conditioned floor area (sq. ft.) 4, L)S: - 5. Predominant eave overhang (ft.) 5. _C;t 6. Glass area and type: Single Pane Double Pane a. Clear glass 6a. sq.ft. 50 sq. ft. b. Tint, film or solar screen 6b. sq. ft. sq.ft. 7. Percentage of glass to floor area 7. _ % 8. Floor type and insulation: a. Slab-on-grade(R-value) 8a. R= _� � lin. ft. b. Wood, raised (R-value) 8b. R= sq.ft. c. Wood, common (R-value) 8C. R= sq.ft. Cl. Concrete, raised (R-value) 8d. R= sq.ft. e. Concrete, common (R-value) 8e. R= sq.ft. 9. Wall type and insulation: a. Exterior: 1. Masonry (Insulation R-value) 9a-1 R= sq. ft. 2. Wood frame (Insulation R-value) 9a-2 R= sq. ft. b. Adjacent: 1. Masonry (Insulation R-value) 9b-1 R= sq. ft. 2. Wood frame (Insulation R-value) 9b-2 R= sq. ft. c. Marriage Walls of Multiple Units* (Yes/No) 9c 10. Ceiling type and insulation: a. Under attic (Insulation R-value) 10a. R= sq.ft. b. Single assembly(Insulation R-value) 10b. R= sq.ft. 11. Cooling system* (Types:central, room unit,package terminal A.C.,gas,existing, none) 11. Type: c , ' SEER/EER: 12. Heating system*: (Types:heat pump,elec.strip,natural gas, L.P.gas, 12. Type: _ gas h.p.,room or PTAC,existing,none) HSPF/COP/AFUE: , 13. Air Distribution System*: a. Backflow damper or single package systems* (Yes/No) 13a. b. Ducts on marriage walls adequately sealed* (Yes/No) 13b. 14. Hot water system: 14. Type: t (Types:elec.,natural gas,other,existing,none) EF: *Pertains to manufactured homes with site installed components. I hereby certify that the plans and specifi at'ons cov ed py the calculation re in Review of plans and specifications covered by this calculation indicates compliance compliance with the Florida Energy Code. with the Florida Energy Cade. Before construction is completed,this building will be PREPARED BY:L' DATE:`� inspected for compliance in accordance with Section 553.906,F.S. I hereby certify thatthis )building id s in comp if ance with the Florida Energy Code. BuruDrNG oFPrcrAu: OWNER AGENT: DATE: DATE: -1- Y, RIGHT-J LOAD AND EQUIPMENT SUMMARY Entire !-louse Energy Design Systems Job: 1/24105 1065 Oak Vale Rd,Jacksonville,FI 32259 Phone:904-287-5339 Fax 904-287-1258 Email:energydesign@comcast.net Project • • For: Bobby Johansen Addition 1846 Selva Grande Drive, Atlantic Beach, FI Notes: Desian Information Weather: Jacksonville, Mayport Naval, FL , US Winter Design Conditions Summer Design Conditions Outside db 39 °F Outside db 92 °F Inside db 72 °F Inside db 74 °F Design TD 33 °F Design TD 18 °F Daily range L Relative humidity 50 % Moisture difference 60 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Building heat loss 6048 Btuh Structure 5260 Btuh Ventilation air 0 cfm Ventilation 0 Btuh Ventilation air loss 0 Btuh Design temperature swing 3.0 °F Design heat load 6048 Btuh Use mfg. data n Rate/swing multiplier 0.97 Infiltration Total Sens. equip. load 5102 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Internal gains 460 Btuh Ventilation 0 Btuh Heating Cooling Infiltration 939 Btuh Area (ftz) 305 305 Total latent equip. load 1399 Btuh Volume (ft3) 2744 2744 Air changes/hour 1.20 0.50 Total equipment load 6501 Btuh Equiv. AVF (cfm) 55 23 Heating Equipment Summary Cooling Equipment Summary Make Make Trade Trade Efficiency 0.0 HSPF Efficiency 0.0 EER Heatinginput Sensible cooling 0 Btuh Heating output 0 Btuh @ 47°F Latent cooling 0 Btuh Heating temp rise 0 °F Total cooling 0 Btuh Actual heating fan 228 cfm Actual cooling fan 228 cfm Heating air flow factor 0.038 cfm/Btuh Cooling air flow factor 0.043 cfm/Btuh Space thermostat Load sensible heat ratio 79 % Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wrjghtsoft Right-Suite Residential,"5.0.66 RSR29784 2005-Jan-24 12:20:10 ACCO. C\Documents and Settings\customer\My Documents\Wrightsoft\Bobby Johansen Addition rsr Page 1 4 1 DISTINCTION DOORS ABOUT US PRODUCTS FEATURES & BENEFITS RESOURCES FIND A DEALER SEARCH DOOR CATALOG Hydroshield Technology'" BTHP1""Snap-on Dooriite Frames Testing Information Choice Warranties Testing Information You won't settle for less in your home—so why should we? Distinction Doors have been put through a battery of rigorous tests, assuring that they meet the most demanding of reliability standards. i Testing Results by ETC Laboratory ASTM D 1761 Screwholding Capacity Test Minimum Load: 450 lbs. Distinction Door Load: 867 lbs. ASTM F 1450 Door Static Load Test SEC. 7.3 Minimum Load: 1,000 lbs. Distinction Door Load: 2,169 lbs. ASTM D 1666 Machining Test The Distinction Door met requirements for sawing, planing, routing, boring, drilling and chisel. ASTM E 283 Air Infiltration Test Pressure: 1.57 psf(25 mph) Distinction Door Results: 0.10 scmf/ft. ASTM E 331 Water Resistance Test Pressure: 2.86 psf(25 mph) Distinction Door Results: Passed, no leakage past innermost. ASTM E 330 Uniform Structural Load Test Pressure: 50.0 psf Distinction Door Results: Pass, no failure. NFRC U Value=0.16 *For speci_fic testing results, please contact our customer service department site design and development: CrossComm 02004 Plastpro, Inc. All Rights Reserved. :: Terms of Use ' CITY OF ATLANTIC BEACH J� s 800 SEMINOLE ROAD r r) ATLANTIC BEACH FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 04-00029340 Date 12/01/04 Property Address . . . . . . 1846 SELVA GRANDE DR Tenant nbr, name . . . . . . REPLCMNT OF EXISTING SYST Application description . . . MECHANICAL ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor ------------------------ ------------------------ JOHANNSON, ERIC & BOBBIE TROPIC HEATING & AIR 1846 SELVA GRANDE DRIVE 1068 KINGS ROAD ATLANTIC BEACH FL 32233 NEPTUNE BEACH FL 32266 (904) 241-9436 (904) 241-1788 ---------------------------------------------------- ------------------------ Permit . . . . . . MECHANICAL PERMIT Additional desc . . Permit Fee . . . . 99 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 99 . 00 99 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 99 . 00 99 . 00 . 00 . 00 PERMrr IS APPROVED ONLY IN ACCORDANCE WTTII ALL CnN OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING C Z47 , t , 'JA C . BUILDING OFFICIAL CITY OF ATLANTIC BEACH MECHANICAL PERMIT APPLICATION AA Date: /Z Property Address: `� (0 5e-/tic, �� �` 6, Owner: i-r ,'c v Ro 6,r a n •,.rev, Telephone#: Z Y/ - 9 y?e Contractor: /ry o ��•�"� -aC�. Telephone#: —/I/7�?? Contractor Address: Fax#: cP-'I/=211-72 In consideration of permit given for doing the work as described in the above statement,we hereby agree to perform said work in accordance with the attached plans and specifications which are a part hereof and in accordance with the City of Atlantic Beach ordinances and standards of good practice listed therein. Type of Heating Fuel: If other construction is being done on this building Ur/ Electric or site,list the building permit number: ❑ Gas: _LP _Natural _Central Utility ❑ Oil ❑ Other—Specify MECHANICAL EQUIPMENT TO BE INSTALLED NATURE OF WORK 21' Heat _Space _Recessed /Central _Floor W/ Residential d Air Conditioning: _Room _✓Central ❑ Duct System: Material Thickness ❑ Commercial Maximum capacitycfm ❑ Refrigeration ❑ New Building ❑ Cooling Tower:Capacity gPm ❑ Existing Building ❑ Fire Sprinklers:Number of Heads ❑ Elevator: _— Manlift Escalator (Number) r� Replacement of Existing System El Gasoline Pumps (Number) ❑ Tanks (Number) ❑ New Installation ❑ LPG Containers (Number) (No system previously installed) ❑ Unfired Pressure Vessel ❑ Extension or Add-on to Existing System ❑ Boilers ❑ Gas Piping ❑ Other-Specify ❑ Other—Specify LIST ALL EQUIPMENT AIR CONDITIONING,REFRIGERATION EQUIPMENT&CONDENSOR'S Approving Number Units Description Model# Manufacturer Ton's Agency uF � 2. HEATING—FURNACES,BOILERS,FIREPLACES&AIR HANDLER'S Approving Number Units Description Model# Manufacturer BTU's Agency TANKS Nominal Capacity Type Liquid Serial Approving How Many &Dimensions Contained Manufacturer No. Agency 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800• Fax: (904)247-5845• http://www.ei.atiantic-beach.fl.us Revised I/04 //CITY OF �,,��,/�. fYI{G�N� /3,=A' Office of Building Official REQUEST FOR INSPECTION Wo53 S ? Permit No. Date ✓ A.M. Time PM Received j1 /- -� 5c1va Locality, /n Job Address Owner's �(� Contractor Name pWMBING MECHANICAL BUILDING CONCRE ELECTRICAL Rough ❑ Air Cond.& ❑ ❑ ❑ Rough Wiring ❑ g ❑ Heating Framing Temp Pole [:] Top Out ❑ Re Roofing El Slab Final ❑ Sewer ❑ Fire Place Insulation 11 Lintel na Lintel Pre Fab READY FOR INSPECTION A:M Mon. Tues. ur-. Wed. ThFriday A P.M. Inspection Made Final Inspection El Inspector I Certificate of Occupancy ❑ 9 L��� � Date �� CITY OF f4, 4A&- Office of Building Offi ' 1 REQUEST OR INS P CTION�1, 3 Dated/-,"12— PermiYN" Time A.M. Received P.M. y Job Address Locality Owne I ,, N !� 4-hnk) Contractor BUI DING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing Footing ❑ Rough Wiring ❑ Rough ❑ Air Cond. & ❑ Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating Insulation ❑ Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION A.M. Mon. Tues. Wed.' Thurs. Friday P.M. �q)�'L, A.M. Inspection Made pM. Inspector IY Final Inspection ❑ Certificate of Occupancy❑ Date CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL 2475826-FAX_ 247-877 PERMIT INFORMATION LOCATION INFORMATION Permit Number: 24053 Address: . 1846 SELVA GRANDE DRIVE Permit Type: FOUNDATION ONLY ATLANTIC BEACH, FL 32233 Class of Work: FOUNDATION Township: Range: Book: Proposed Use: SINGLE FAMILY Lot(s):8. Block: Section- Square-Feet: Subdivision: SELVA TIERRA Est.Value: Parcel*Number. Improv. Cost: OWNER INFORMATION Date Issued: 5/09/2002 Name: JOHANNSEN, ERIK Total Fees: 25.00 Address: 1846 SELVE GRANDE DRIVE Amount Paid 25.00 ATLANTIC BEACH, FL 32233 Date Paid: 5/09/2002. -Phone: (00())000-00()0.. 000)000-0000' Work.Desc:' FOUNDATION ONLY CONTRACTORS APPLICATION FEES PUSKAR, ANTHONY PAULMIT 25:00 aa �� M5 I r ,s � .'�J :yTi` K.�� .per�r� � —•G'� ,. .,' - �`�ra�_ _.....�� �1t'�@,. �. NOTIC _' . � TE s ION BUILDING MATER I - SPACE, AND MUST BE CLEARS "FAILURE TO CO THE PROPERTY OWNS - - - QVE _ _ •ISSUED ACCORDING TO w BAR BJECT TO REVOCATION FOR VIOLATION OF Ow:- DSMITH Type: OC Drawer: 1 Date: 5/18/92.01 Receipt no: 56581 14 PERMITS-BUILDING 1- 525.88 AT IC BEACH UIL EPT. 8818688322]086 CK CHECKS 1981'. $25.00 Trans date: 5/I0/92 Tip e: 17:25:48 y RECEIVED . o� r MAY - 3 Gilt' of Atlantic Beach Building and Zoning City of Atlantic Beach • 800 Seminole Road • Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800 • FAX (904)247-5805• http://www/ci.atlantic-beach.fl.us PERMIT APPLICATION FOR REMODEL, ADDITIONS AND ALTERATIONS, MOVING OR DEMOLITION OF SINGLE-FAMILY OR TWO-FAMILY (DUPLEX CONSTRUCTION / DATE S 3--b`Z APPLICANT 4" j< --r6iZ i � "d yp-1V I/SFN ADDRESS !81f� St'G t1,j G 1,?#A)�E_ ��✓�- PHONE: 2 4 I —7 4 3 So ADDRESS WHERE WORK IS TO BE PERFORMED .�xl 12/► E, LEGAL DESCRIPTION: BLOCK NUMBER LOT NUMBER ZONING DISTRICT CONTRACTOR . P .) 5le,11t— STATE LICENSENUMBERC2C O4/ y 3 , L ADDRESS (yC� nZ (�o p�l ,/� n l ✓ PHONE /6 V—6 91 /�r CITY STATE R_ ZIP FAX DESCRIBE PROPOSED USE AND WORK TO BE DONE E c6gJC73Frf" PA;7-1 b k po/!7/DA) 70 BE Pc)—CN7t P�_ 1—_t_1l VP_'F SfAl 20d!4 PRESENT USE OF LAND OR BUILDING(S) S/I C/V ZV I L- VALUATION OF PROPOSED CONSTRUCTION � do d Is this an addition? k U If yes,what are the dimensions of the added space: feet by feet Will the added area be heated and cooled? New electrical or increase in service? New plumbing fixtures? New fireplace? New heating/air conditioning? Is approval or Homeowner's Association or other private entity required? A,1 If yes,please submit with this application. PROCEDURE: (In order to expedite issuance of permits, please follow all steps and provide all information as appropriate.) STEP I. Verify zoning designation and proper setbacks for the proposed construction. If you are unsure of this information,please contact the Planning and Zoning Department at 904-247-5817. In order to correctly verify zoning designation,please have Property Appraiser's Real Estate Number available. STEP 2. Contact the City of Atlantic Beach Department of Public Works to determine if a pre-construction or post-construction topographical survey is required. (If not required, written verification must be provided with this application.) The Department of Public Works is located at: 1200 Sandpiper Lane,Atlantic Beach,FL 32233 Telephone: (904)247-5834 STEP 3. Please submit Energy Code Forms, Notice of Commencement, Owner/Contractor Affidavit if owner is contractor, and four(4) complete sets of construction plans to the Building Department, which is located at the Atlantic Beach City Hall, 800 Seminole Road,Atlantic Beach,FL 32233 Telephone: (904)247-5826 01/02/02 f 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. Existing and/or proposed driveways. 4. If required by the Department of Public Works, a pre-construction topographical survey. 5. Any significant environmental features, including any jurisdictional wetlands, CCCL,natural water bodies. 6. Impervious Surface area calculations. (Swimming pools may be excluded from total Impervious Surface.) 7. Other information as may be appropriate for individual applications. I HEREBY CERTIFY THAT ALL INFORMATION PROVIDED WITH THIS APPLICATION IS CORRECT. SIGNATURE OF OWNER i DATE I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF THE LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH, WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY FEDERAL,STATE OR LOCAL RULES, REGULATIONS,ORDINANCES,OR LAWS IN ANY MANNER,INCLUDING THE GOVERNING OF CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION OF THE PROPERTY. I UNDERSTAND THAT THE ISSUANCE OF THIS PERMIT IS CONTINGENT UPON THE ABOVE INFORMATION BEING TRUE AND CORRECT AND THAT THE PLANS AND SUPPORTING DATA HAVE BEEN OR SHALL BE PROVIDED AS REQUIRED. SIGNATURE OF CONTRACTOR r ' DATE /3/200 ADDRESS AND CONTACT INFORMATION OF PERSON TO RECEIVE ALL CORRESPONDENCE REGARDING THIS APPLICATION (PLEASE PRINT) NAME a /`' P,s em-x /� MAILING ADDRESS Z W py�tij{�f �/ OF 1 V-E d n4f�C le ICL 3 Z00-3 PHONE. 26 y-6,790 FAX zl s-Z/ $BI E-MAIL -r#JVPsrle0 &L, cC)VI -c– SWORN AND SUBSCRIBED BEFORE METHIS O THIS DAY OF / // Z� Z STATE OF FLORIDA,COUNTY OF DUVAL NOTARY'S SIGNATURE XAS TO OWNER: ❑ Personally known / 2SZroduced identification LEA C. �� Type of identification produced j— �� Notary Public,State of FiAR�pF! Florida Y comm.winxNo.DD 08M tea,Z?,BOOB AS TO CONTRACTOR: ❑ Pesona own EAN � ro`e duce identificationMD of identification produced JEANEnE3k = MY COMMISSION#DD 082018 01/02/02 = EXPIRES teary 23,2006 eaaaa n.0 aubk uneerwriter6 Z o M M M M � � O d ? L Z _ M 11. 41 c f � z 4� Wv o � o m,4 a:%:- C z O � Q N n co — T O mm 2.4 I L = d 0 L - 0 oc o --- ---- --- --- -- `J O _ C� N n `a Q7 rm . CD � (rn Ci � et p i- „o L = g,L ONUOO-J OlHillONOA 'ONOW 0 Z X „Z l o '�JV310 'NIW „9 9VIS ONOO dla „Z/ l /M Id '1'd NouyinSN1 l l —N QL Ili ffi m IL CID 1- I '7 LT Li I 1 In I` f i l I' CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-5826-FAX: 247-5877 — -__PERIVIIT ORIYIA 'II 1 k ATtOt FOI�#IIA"t'iON i Permit Number: 23802 Address: 1846 SELVA GRANDE DRIVE PATLANTIC BEACH, FL 32233 Permit Type: REMODELING Township: Range: Book: Class of Work: ADDITION Lot(s):8 Block: Section: � Proposed Use: SINGLE FAMILY Subdivision: SELVA TIERRA ' Square Feet: Est. Value: Parcel Number: Improv. Cost: 1,500.00 — OBER TN Date Issued: 4/08/2002 Name: JOHANNSEN, ERIK Total Fees: 30.00 Address: 1846 SELVE GRANDE DRIVE Amount Paid: 30.00 ATLANTIC BEACH, FL 32233 Date Paid: 4/08/2002. Phone: 000 000-0000. i Work Desc: EXTEND FRONT PO CH 9 FEET ' APPCOAiON IFEES 3 .0 00 PUSKAR, ANTHONY PAUL h u r t �. ,�. � � �,�+• ; o-�. �t -A •y� l"FFi�� , �'a��.r'•ad`' 't, ti.r ..yew,`tro-s.�`•N�':��y `�}w� s.;�'� e'��•. . s �M"#"�.wA+asz �6-6+n:;r++• ++�.3 � 45�3s. Ft y `�'ia.�irt9r *" .Ta-'s 'i,y'�— �1... -iTs 'g5'• c .,*Y....` M 'k. T tI CTI ON NOTICE —-— ' �131� LIC-SPACE, AND BUILDING MATERIA MUST BE CLEARED maw "FAILURE TO COMP CT�ON - _ :. IN THE PROPERTY OWNER P - ISSUED ACCORDING TO AP PRO N ND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PR Oper: CHERYLE Type: OC Drawer: 1 Date: 4/09/82 81 Receipt no: 48881 f 14 PERMITS-BUILDING 1 $38.08 ATLANTIC BEACH UILDING DEPT. Trans number: 882593 CK CHECKS 1964 $30 08 Trans date: 4/04/02 Time: 14:27:02 5 MIN. RETURN page 2315 PHONE# - ' Elook 10 25 FIA 1977 LAWS RAMCO FORM 409 FS 713.13 N oVwxl of C cwune4ice.,�� (Prepare in Duplicate), To wtiom�if mA�concern: , The undersigned hereby informs all concerned that improvements will be made to certain real property, and in accordance with section 713.13 of the Florida Statutes, the following information is stated in this NOTICE OF COMMENCEMENT. Description of propert � . .�. . . . . . QG I�i4 1 ►62 to 07 , , /& . . . -5.F-LVh- . !?A Na . . r�,.�.� . . . . . . . . . . . . . . . . . . . . . . . . . . ./. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I . . . . . . . . I . . . . . . . . . . . . . . , . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I . . . . . . . . . . . I . . . . . . . . . . . . . General description of improvements . . . . . . �LA.2(r . , , .#F(.L,o,\1 I mete 1 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Owner EwI.k� . . . J-(./, a.,N4,.5 n1 Address /�!f(m. . irl,V , .C2. !Z) .C. .�&l.Y, . . . . . . I . . . . . . . . . . . . . . . . . . . . . . Owner's interest in site of the improvement . . . . . FFE. . .4 /1,m p/,�" , , , , , , , , , , , , , Fee Simple Title holder(if other than owner) Name . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Address . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Contractor . . .IY 411/46nJy� � . . .�V.S�A'2. . . . N Address . . . . z. .wLAI C at VIC Surety(if any) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Address . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Amount of Bond 5. . . . . . . . . . . . :. . . . . . C Any person making a loan or the construction improvements: Name . . . . . . . . . . ®1,/ / . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Address Person within the State of Florida designated by owner upon whom notices or other documents may be served: Name . . . . . . . . . . . . . . . . . . . . . . Address In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.13 (1) (h), Florida Statues. (Fill in at Owner's option). Name . . •. ./�. . . . . . Address . . /.9�Z . L1�f.,4-1 AVE. . ... ..6 .T.t�i�� .FL. . . . , . . . . . . . Ms space for recorder's use only . . . . . . . . . . . . . . . . Owner nw ;2"01 Owe _ ,e o Sworn o and subscribed beforeLday of �. +,onroa.Nµ0 Z acc..m��vW0 . . . catJl NNo O i . . . . . � .0 4040 N Notary Public .. CA g Q, a � ut r = CIS rA %tar QED C RECEIVto APR City of Atlantic Beach . Buiidintf and Zoning City of Atlantic Beach - 800 Seminole Road - Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800 - FAX (904)247-5805 - http://www/ci.atiantic-beach.fl.us PERMIT APPLICATION FOR REMODEL, ADDITIONS AND ALTERATIONS, MOVING OR DEMOLITION OF SINGLE-FAMILY OR TWO-FAMILY (DUPLEX) CONSTRUCTION / DATE /�/L z. Zoo z- APPLICANT Ere l 3T011,f1V1V5 f'/) ADDRESS /946 11i&✓* Gk. n10 F7 2i V E PHONE: ADDRESS WHERE WORK IS TO BE PERFORMED JXYeo SE4,64 C,9 �le/V� LEGAL DESCRIPTION: BLOCK NUMBER J LOT NUMBER ZONING DISTRICT ✓A lif�QQ,¢ CONTRACTOR &tE.O AIV ?tISK r+1C _ STATE LICENSE NUMBER 0R-W11103Z ADDRESS PHONE 2_6 7 CITY O kA)Ges NYL K STATE FL ZIP 2 FAX 2/6-- Z/1 DESCRIBE PROPOSED USE AND WORK TO BE DONE ,�C`Tf P7i P;?Cty—I A/e'd rkF7_ PRESENT USE OF LAND OR BUILDING(S) Cts l-hf:-Pa7 j 1 �- VALUATION OF PROPOSED CONSTRUCTION 61(1S0O.O 6 Is this an addition? Y W If yes, what are the dimensions of the added space: _feet by_ feet Will the added area be heated and cooled? 0 New electrical or increase in service? Al Q New plumbing fixtures? pQ 0 New fireplace? 00 U New heating/air conditioning? /\)0 Is approval or Homeowner's Association or other private entity required? A) If yes,please submit with this application. PROCEDURE: (In order to expedite issuance of permits, please follow all steps and provide all information as appropriate.) STEP 1. Verify zoning designation and proper setbacks for the proposed construction. If you are unsure of this information,please contact the Planning and Zoning Department at 904-247-5817. In order to correctly verify zoning designation,please have Property Appraiser's Real Estate Number available. STEP 2. Contact the City of Atlantic Beach Department of Public Works to determine if a pre-construction or post-construction topographical survey is required. (If not required, written verification must be provided with this application.) The Department of Public Works is located at: 1200 Sandpiper Lane,Atlantic Beach,FL 32233 Telephone:(904)247-5834 STEP 3. Please submit Energy Code Forms, Notice of Commencement, Owner/Contractor Affidavit if owner is contractor, and four(4) complete sets of construction plans to the Building Department, which is located at the Atlantic Beach City Hall, 800 Seminole Road,Atlantic Beach,FL 32233 Telephone: (904)247-5826 01/02102 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. Existing and/or proposed driveways. 4. If required by the Department of Public Works, a pre-construction topographical survey. 5. Any significant environmental features, including any jurisdictional wetlands, CCCL, natural water bodies. 6. Impervious Surface area calculations. (Swimming pools may be excluded from total Impervious Surface.) 7. Other information as may be appropriate for individual applications. I HEREBY CERTIFY THAT ALL INF ATION PROVIDED WITH THIS APPLICATION IS CORRECT. Z-7 X, , ''; 2Z- SIGNATURE OF OWNER DATE ;�� I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF THE LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH, WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY FEDERAL,STATE OR LOCAL RULES, REGULATIONS,ORDINANCES,OR LAWS IN ANY MANNER,INCLUDING THE GOVERNING OF CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION OF THE PROPERTY. I UNDERSTAND THAT THE ISSUANCE OF THIS PERMIT IS CONTINGENT UPON THE ABOVE INFORMATION BEING TRUE AND CORRECT AND THAT THE PLANS AND SUPPORTING DATA HAVE BEEN OR SHALL BE PROVIDED AS REQUIRED. SIGNATURE OF CONTRACTOR ( tr DATE Zd d 7i ADDRESS AND CONTACT INFORMATION OF PERSON TO RECEIVE ALL CORRESPONDENCE REGARDING THIS APPLICATION (PLEASE PRINT) NAME . /0, Pt/.S X W MAILING ADDRESS 'J Q 2 - W O O1, LA-a�F' �J 1C, . MM W6, ZSL/9nJ^. 300d3 PHONE 2(r��{— (.9 q 9 FAX Z/S— Zi E-MAIL NrN�/�tEJI� l'� �Cd�11� SWORN AND SUBSCRIBED BEFORE ME THIS Z' DAY OF A P2 (`_-- ZO d L STATE OF FLORIDA,COUNTY OF DUVAL NOTARY'S SIGNATURE AS TO OWNER: ❑ Personally known /� — Produced identification 1/„J� SSU — FA� LEO C.HAftft Type of identification produ Nota+y Q+bkc,Stair d itprp� w e Nn.DD��Z7. 1 AS TO CONTRACTOR: UL. !ty'�A Personally known JEANEITE M DEAN El Produced identification r / MY COMMISSION#DD 082018 Typ of ide tificaatio_n j"7/�/oduced r L .(�je, zl e—) EXPIRES:January ,2006 Banded Thru Notary PU cl Un7ennit - 01/02/02 ^��T�it°y/OGfd.4 CJ �7o3-o,5z, /v CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET Address If c/fb �� L c A rt--ti 0 E� "DA 1 f=/t c ri i Date 4/,. c- Heated Square Footage _@ $ per sq ft = $ Garage/Shed @ $ per sq ft = $ Carport/Porch 4 per sq ft = $ Deck per sq ft = $ Patio - per sq ft = $ cf� S-P 6 $ Total Val�iation est $ 1c6 � S c� $ S Remaining Value $j . per thousand or portion thereof TOTAL BUILDING FEE $ 2 + 1/2 Filing Fee $ ( ) Fireplaces @ $15 . 00 $ BUILDING PERMIT FEE $ WATER IMPACT FEE $ SEWER IMPACT FEE $ WATER METER/TAP $ CAPITAL IMPROVEMENT $ SEWER TAP $ ( ) RADON (HRS) .0050 $ SECTION H PAVING ( ) $ HYDRAULIC SHARES $ CROSS CONNECTION $ ( ) SURCHARGE . 0050 $ OTHER $ GRAND TOTAL DUE $ �) ADDITIONAL PERMITS OR FEES: Mechanical Plumbing Electric/New Electric/Temp ; SwimmingPool Septic Tank Well Sign Finish Floor Elevation Survey Other CALCULATIONS and/or NOTES: MAP SHOWING BOUNDARY SURVEY OF LOT 8 ACCORDING TO THE PLAT OF SELVK TEERRA AS RECORDED IN PLAT BOOK 38 , PAGE(S) 28 & 28A OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. CERTIFIED TO: ERIC JOHANNSEN, ROBERTA JOHANNSEN, GIBRALTAR TITLE SERVICES AND LAWYERS TITLE INSURANCE CORPORATION. SELVA MARINA UNIT NO. 12-C PLAT BOOK 37, PAGE 25 LOT 3 LOT 4 I LOT 5 N 00024'53" IY 100.00' (R) ° N 00"34'14" W 99.80' (M) 1/2' I 3/4" 1/2" 1/2" 0.2' ° �❑ 0.5' SUBDIVISION BOUNDARY LINE 0.1' ° R O V E BOM, 5.00' M P P TOP. LP. TO I.P. ATLANTICEACH I UTLDINGOILE 20' ----------- B.R.L.-------- I .K PR I 06 2002 i LOT 8 I ` I 1 I ° I I I I WOOD , ,cj I STEPS to c0 ` mI K OD DECK Cti � I� 1.3'o .y 6.4' v 18.6' I ❑ �° rn p I 19.9' 5.5' to 1 & 2-STORY FRAME & STONE RESIDENCE v FRAME m NO. 1846 I 9.8' w N GARAGEfl57 2J' A/C ° C14 COV'D 7 AD WOOD 7.6, c i •. 2 L 9.8' 22.3 20.8' c 23.9. �L �CON WOOD 19.8' - _ io v DRIVE �- WALK 112' cv v BEARING R S 14-40, ENCt 1/2-REBA 3g- LIN R, d5.,3 {y E L.B.5167 30'.9g6 (M) P.C. 1/.8.516 R f��¢O�. 3 S 1T'T L.8567 L.B 398 3529,38 7AOr os-H s`'�►L v ��J -/&.OJ (,to S.53 �J0. 1/27REBAR g(9) L.ACM 6702 53 1� 1.37 EAST 15.36 S'' o.rs'Sorry QENERAL NOTES, R v E Y 0 R 1. BEARINGS ARE BASED ON PLAT BOOK 38, PAGE 28A _ J S 2.STRUCTURE NO. 1846 SHOWN HEREON UES WITHIN FI-000 ZONE X AS BEST ASSOCIATED SURVEYORS INC, DETERMINED FROM F.E.M.A. FLOOD MAPS PANEL NO FUD DATED04-17-1989.FOOTINGS.• 3.THIS IS A SURFACE SURVEY ONLY. THE EXTENT OF UNDERGROUND FOOTINGS, a PIPES AND UTILITIES, IF ANY, NOT DETERMINED. w LAND Ac ENGINEERING SURVEYS 4,JURISDICTIONAL AND/OR ENVIRONMENTALLY SENSITIVE AREAS IF ANY, NOT 5915 CEDAR HILLS BOULEVARD LOCATED BY THIS SURVEY. JACKSONVILLE, FLORIDA 32210 5.THIS SURVEY WAS BASED ON LEGAL DESCRIPTIONS FURNISHED AND THE s904-771-6468 PUBLIC RECORDS WERE NOT SEARCHED BY THIS SURVEYOR FOR EASEMENTS, TITLE, COVENANTS OR RESTRICTIONS THAT MAY AFFECT THIS PARCEL J `D 6.UNLESS OTHERWISE STATED ALL IRON PIPES FOUND HAVE NO IDENTIFICATION. 0 S S d 7.NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A CERTIFICATE OF AUTHORIZATION NO. LB 0005488 FLORIDA LICENSED SURVEYOR AND MAPPER. LEGEND/AUREVIAT1ONG I HEREBY CERTIFY THIS SUKVEY WAS DONE UNDER MY O SET IRON PIPE OR REBAR P.C. - POINT OF CURVE COV'D = COVERED DIRECT SUPERVISION AND MEETS THE MINIMUM TECHNICAL "ASSOC.SURVEY' OR L.B.5488 P.T. = POINT OF TANGENCY CH = CHORD TO HAPTER N FOUND IRON PIN PIPE (IP) P.R.C. = POINT OF REVERSE CURVE STANDARDS FOR LAND SURVEYING PURSUANT ■ FOUND CONCRETE MONUMENT (C.M. P.C.C. = POINT OF COMPOUND CURVE 61G17-6. A ADMI STRATTON C TER X CROSS CUT OR DRILL HOLE C/L - CENTER UNE R/W- RIGHT OF WAY 0 (R) = RECORD (M) = MEASURED CONC. = CONCRETE B.T.= BUILDING TIE - R -RADIUS L = ARC LENGTH A\C -AIR CONDTONER (E.T.) = EAVE TIE BY: CHARLE B. HATCHER O.R.B.=OFFICIAL RECORD BOOK ® -WATER METER -A= UTILITY POLE FLORIDA CERTIFICATE NO. 3771 O.R.V. -OFFICIAL RECORD VOLUME P.EO. -POOL EQUIPMENT -+= GUY ANCHOR P.R.M.=PERMANENT REFERENCE MONUMENT -O.U.--OVER HEAD UTILITIES JOB NO. 24291 LATE 06-20-2000 B.R.L -BUILDING RESTRICTION LINE X—X CHAIN UNK FENCE E.T. =ELECTRIC TRANSFORMER & PAD W—W WIRE FENCE E.B.- ElECTRIC BOX SCALE: 1" = 30 DRAFTER 71, J.E.A. -JACKSONVILLE ELECTRIC AUTHORITY 0-0 WOOD FENCE WN. - BETWEEN � 4 L I CA M u� M l I x � a x_ ! 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FTG. 3 #4 MONOLITHIC F00 TINS (p, Fie YPE tE r �t 71 i Z QO I E --__ //CITY OF l//��11''Y, aaQ BOWA-I&Id- s Office of Building Official ti REQUEST FOR INSPECTION !, Date i �—dJ-` Permit No. 9 D `�f V 3 Time2>5 Received , Job Address Locality Owner' Gl 2ualo_ nAf rP j* Nam M Contractor BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL ng ❑—/ Footing ❑ Rough Wiring ❑ Rough ❑ Air Cond.& ❑ Re Roofing fd' Slab ❑ Temp Pole ❑ Top Out ❑ Heating Insulation ❑ Lintel ❑ Final ❑ Sewer ❑ Fire lace Pre Fab ❑ READY FOR INSPECTION Mon. Tues. Wed. Thurs. Friday PM. A.M. __�ncnartinn a e �r� P.M. Final Inspection ❑ Certificate of Occupancy ❑ Date nn1� //BCITY OF nn ri&x& eat '//t'4 Office of Building Offici jr REQUEST FOR INSPC TION I .� Permit No. Date Time A.M. Received PM' cal Job Address Owner's Contr r Name MECHANICAL BUILDING CONCRETE RICAL PLUMBING r Rough Wiring ❑ Rough ❑ Air Cond. & Framing El Footing ❑ Top Out El Heating Re Roofing El Slab El Te Temp ❑ Fire Place Insulation ❑ Lintel C' Final ❑ Sewer pre Fab READY SPECTION Mon. Tues. Wed. Thurs. Friday P.M. + V A.M. j P.M. Inspection Made Final Inspection ❑ Inspector Certificate of Occupancy El Date nnss''---- //CITY--O//F �,,,,�,/� 4&,&c /3P�'0;&U-4'" Office of Building Official ,R)EOUEST FOR INSPECTION .2 0 9 gf, 0 v Permit No. Date A.M. J�Wc Time PM. Received Job ddress Owner's Contractor Name MECHANICAL CONCRETE ELECTRICAL ❑ BUILDING Rough ❑ Air Cond. & ❑ Footing ❑ Rough Wiring ❑ Out Heating Framing ❑ Temp Pole ❑ Top Fire Place ❑ Re Roofing ❑ Slab ❑ Final ❑ Sewer Pre Fab Insulation ❑ Lintel RE INSPECTION Wed. Thurs. Friday Tues. Mon. � i A.M. 0 — C' P.M. Inspection M e Final Inspection ❑ Inspector Certificate of Occupancy ❑ Date 7- 4)CEA1, y Date /L Permit Z-,,J Time A.M. Received P.M. �d Job Addre s /-V Locality Z 3?3 6!r Owner's Name Contractor !F, UILDING._ --- CONCRETE �IfCTR PLUMBING ;Air CHANI aming -a—' Footing ❑ Rough ❑ Cond.& Re Roofing n Slab ❑ Temp Pole TopOut mgInsulation ❑ Lintel ❑ Final ❑ Sewer ❑ Place re Fab READY FOR INSPECTION A . Mon. Tues. Wed. Thurs. Friday M. A.M. Inspection Made ' Q P.M. &, Inspector Final I ction ❑ Certificate of Occupancy ❑ Date Ci `T 0 H I LAN f-\1 II. t3CHI.11 DLt—(ll\1 VIL_1`II l./i- VVILVIIVV • I 4�-� / InOnu Se— utnca_� rt 32200 502-6 - rdX rrs_ i rin__ur4s!us i >I 0LDP•IT I1`31cO[r.AR.AT'QN' _ LOCATION.ATIQ_N.INF_OR_MA_TION Permit IV umber: L l U/y A0dress: 1 OU4 JCH UH 1 J Uh(1 V C Permit Tyne: EI E TRIrAI I ATLANTIC BEACH, FL 32233 I,Idss VI VVUFK. r-%J IJL i Owlibi lip. fediI V owun. Proposed Use: POOL/SPA i Lot(s): Block: Section: .�yudic r"cc►. I .�utuuvaivi. � Est. Value: Parcel Number: WON r\s!\irT9f\IT/1r'f\lAT!/'►i ,.,, , "Date Issued: 12/01/2000 Name: CUNHA, JENNIFER SALLES T^-t2! Fees: ZF nn nrl,+.o�clPr)A cGp ()ATC r')Dl\/G_ Amount Paid: 35.00 ATLANTIC BEACH, FL 32233 i n�ro P��r1 �In,i2nnn Phnna iana�aag_�311 _.�. _. - - Work Desc: WIRE FOR SWIMMING POOL - APPi ATIntj f:E1=fi �nN��nr��lRrfi► ""TAT ELECTRICAL CONTRACTORS I ORS PERMIT I I I I I I I - - - - y I pectio!"i R� 9re� - I,V VLI"C Ur i IIVIIL I I I I NOTICE - INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION I BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND i MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONT RAC T OR OR OWNER F,'—FAil-LIRF T0 t.OlinP ' Y WITH THE_ C0NSTR-HCTION LIEN LAW CAN RESULT IN THIF PrRL-)!3rI�TY L OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION I FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW.-- - -- F- $35.8014 Date: 12/81/88 91 Receipt: 9815464 _ CHECKS 6951- - — -- -- 98188993221889 AT TIC BEACH IL LD!NG DEPT- i CITY OF ATLANTIC BEACH, FLORIDA Approved by APPLICATION FOR ELECTRICAL PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE:-/!-/r 19 oz) 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. ±\)A64)p� —t-- ' v 4' enl 4a-" ELECTRICAL FIRM: A TER ELECTRICIAN[ IAT64 l cJOURNEYMAN NAME- �� _ ADDRESS:_ ��d'C S� C�QTj RFD BOX BLDG.SIZE BETWEEN: RES. (7Q APT. ( ) comm. ( ) PUBLIC ( ) INDUS. ( ) NEW ( ! OLD ( ) REW. ( ) ADDITION ( ) TRAILER ( ) TEMP. ( ) SIGNS ( ) SO. FT. SERVICE: NEW ( ) INCREASE ( ) REPAIR ( 1 FEE CONDUCTOR SIZE AMPS COPPER ( ) ALUM. ( ) SWITCH OR BREAKER AMPS PH W VOLT RACEWAY EXIST.SERV.SIZE AMPS PH W VOLT RACEWAY FEEDERS NO. SIZE NO. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL 0.90 AMPS. —J-31•100 AMPS. SWITCHES INCANDESC NT FLUORESCENT &M.V. ` L FIXED b.100 AMPS. ( OVER APPLIANCES 1 BELL TRANSF. C AIR H.P. RATING H.P. RATING CONDITIONING COMP. MOTOR OTHER MOTORS AMPS CEIL HEAT: KW-HEAT To- 1 OVER MOTORS H.P. VOLTAGE PHS NO. 1 II.P. VOLTAGE nl.s . MISCELLANEOUS — d� TRANSFORMERS: UNDER 600 V. OVER 600 V. NO. KVA NO. KVA NO. NEON TRANSF. NO. VA. MA. MOTOR SIZE SWITCH FLASHER EACH SIGN $-FORWARDED — TOTAL FEES CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 Seminole Road - Atlantic Beach, FI 32233 - Tel. (904) 247-5826 ROOFING PERMIT PERMIT INFORMATION ! LOCATION INFORMATION I Permit Number: 20563 Address: 1846 SELVA GRANDE DRIVE Permit Type: RE-ROOF ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: Proposed Use: SINGLE FAMILY Lot(s): Block: Section: Square Feet: Subdivision: SELVA TIERRA Est. Value: Parcel Number: _ Improv. Cost: 4,300.00 _ _ OWNER INFOR_MATIO_N Date Issued: 8/30/2000 - Name: JOHANSSEN, TOM Total Fees: 52.50 Address: 1846 SELVA GRANDE Amount Paid: 52.50 ATLANTIC BEACH, FL 32233 Date Paid: 8/30/2000 ; Phone: (904)241-9436 Work Desc: REROOF 21 SQUARE CONTRACTORS APPLICATION FEES _ LAMSON ROOFING PERMIT 52.50 i _ Inspections Required M NOTICE-INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION t 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 I "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. I F x: k $52.50 14 Date: 8/31/03 01 Receipt: 008491-19 CASH ITY F ATLA IC BEACH 00100003221000 OS/3&%0, 09:39 ^0904 354 3106 RB GAY/REAVES [A001%'002 Doc# 2000198918 <. Book: 9726 5 MIN. d•1RN Page' x282 �� -�• did Filed 8 Recorded /// 08/30/2000 09:57:07 Ah }I: NIi 1#_— NOTICE OF COMMENCEMENT HENRY W COOK CLERK CIRCUIT COURT DUVAL COUNTY TRUST FUND $ 1,00 TO WHOM IT MAY CONCERN: RECORDING $ 5.00 coThe undersigned hereby informs all concerned that improvements will be made to certain N real property, and in accordance with Section 713.13 of the Florida Statutes, the following information is stated in this NOTICE OF COMMENCEMENT. m °f fd Description of Prope ` CL - -General Cescripton of Improvements 0 Owner Address:_ Owner's interest in site of improvements: Fee Simple Title Holder(if other than owner) Name Address Contractor � Address Surety (if any) Address Amount of Bond 3 Name of person within the State of Florida designated by owner upon whom notices or other documents may be sed: Q Name Address In addition to himself, owner designates the following person to receive a copy of the l-einors Notice as provided in Section 713.130)(F), Florida Statutes. (Fill in at Owner's option). Name, Address'. Owner Sworn to and subscribed before me this ay of tp No ary u CHAR� B i h MY COMM, St CC EXPIRES:Septembet27,2002 '+ TNu NOl�+Y PuD1k lhM6 .,,�.P�;;a••• Bonded AUG-30-2000 WED 10:35AM ID:247-5845 PAaE: 1 CITY OF ATLANITIC BEACH ROOFING PERK? APPLICATION JOB LOCATION:_,o y C/ OWNER OF PROPERT`(: pf' c t��` l TELEPHONE:: `��` ,ONTRACTOR: 4._-g,.►^r15Cx) r-e-Li r'ONTRACTOR'SADDRESS: STATE LICENSE NUMBER: C�. �A '1 S TELEPHONE:.-�q(;:> DESCRIBE WORKTO BE PERFORMED: 0n VALUATION OF PROPOSED CONSTRUCTION, 6 MATERIALS TO BE USED: r I •dA C`�" �,� 2 SIGNATURE OF CVVNER. SIGNATURE OF C:.; CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 Seminole Road -Atlantic Beach, FI 32233 - Tel. (904) 247-5826 ROOFING PERMIT PERMIT INFORMATION _ LOCATION INFORMATION Permit Number: 20703 Address: 1846 SELVA GRANDE DRIVE Permit Type: RE-ROOF ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: Proposed Use: SINGLE FAMILY Lot(s): Block: Section: Square Feet: Subdivision: SELVA TIERRA Est. Value: Parcel Number. Improv. Cost: 5,560.00 OWNER INFORMATION Date Issued: 9/28/2000 Name: JOHANSSEN, TOM Total Fees: 60.00 ' Address: 1846 SELVA GRANDE Amount Paid: 60.00 ATLANTIC BEACH, FL 32233 -Date Paid: 9/28/2000 _ Phone: X904)241-9436 _ Work Desc: REROO_F CONTRACTOR(S) _ _ _� APPLICATION FEES CLAUDE E. MERRITT & SONS PERMIT 60.00 Inactions Rqquired 4 1 NOTICE - INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. _ cry-- C TY OF ATLAN lC BEACR CITY OF ATLANTIC BEACH ROOFING PERMIT APPLICATION JOB LOCATION: OWNER OF PROPERTY: ffoi&& /l6''/ TELEPHONE:: CONTRACTOR: CONTRACTOR'S ADDRESS: { ZIP: ?c L 0 7 STATE LICENSE NUMBER: TELEPHONE: 7b4" 39W-?53,7 DESCRIBE WORK TO BE PERFORMED: 11-Q- v Od VALUATION OF PROPOSED CONSTRUCTION MATERIALS TO BE USED: SIGNATURE OF OWNER: c SIGNATURE OF CONTRACTOR: A SWORN TO AND SUBSCRIBED BEFORE ME THIS - _DAY OF Laurie E.Beebe 117'Y / ' = MY COMMISSION# CC950125 EXPIRES AS TO OWNER: = )une 28,2004 � ��� aoNDEDnRUTROY FAIN "RaNCE.NOTARY PUBLIC «, SWORN TO AND SUBSCRIBED BEFORE ME THIS �`a DAY OF �',J4%," Laurie E.Beebe �. AS TO CONTRACTOR # CC950125 EXPIRES lune 26,2004 � Tn �`,'•�, BONDED THRUTROY FA1NwsuR rIZQvARY PUBLIC Liability Insurance Supplied Workers Compensation Insurance Supplied Contractor License Information Supplied Occupational License Information Supplied Trrtifiratr of (�rru ttnr CITY OF l0t4"6iz - Drvartmrni of + nitding Jn �rrfinn 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: use Classification �C l Bldg.Permit No. re District «< t1 Group Type Con#rucfioni �,t .1_.� IC Cit n 2 rem# Owner of Building Address_ el Building Address ity— Banding O(ficiai Date: //// /O,T IN A CONSPICUOW PLACE Y OF 4' f G�l 7E'azc4 716 OCEAN BOULEVARD . . ----- � P.O.BOX 25 ---- ATLANTIC BEACH,FLORIDA 3223 t — TELEPHONE(904)249-2395 June 3, 1983 Pre-Service Section 3rd Floor Jacksonville Electric Authority 233 hest Duval Street Jacksonville, FL 32202 Dear Sirs: The following final inspections have been made and are satisfactory: Permit #3902 - 314 12th Street, Atlantic Beach Permit issued to Bivins Electric CO. Permit #3820 - 1846 Selva Grande Drive, Atlantic Beach Permit issued to Ferris Electric Co. Sincerely, �! John M. Widdows Building Inspection Supervisor JMIW/is ' CITY OF 4&,,41 Office of Building Official 3802 REQUEST FOR INSPECTION permit No. Date A.M. District No. Time P.M. ReceivedC�1✓ ig III �..J locality Job Address owner's Contractor PLUMBING MECHANICAL Name ELECTRICAL ❑ Air.Gond.& ❑ CONCRETE Rough Wiring ❑ Rough Heating BUILDING ❑ ❑ ❑ ❑ Footing Temp Pole Top out Fire Place ❑ Framing Slab ❑ Pre Fab Re Roofing ❑ Lintel ❑ A.M. READY FOR INSPECTION Friday P.M. Thurs. �� Mon. Tues. A.M. P.M. Inspection Made Final Inspection Inspector Certificate of Occupancy Date I i DEPARTMENT OF BUILDING PERMIT NO. 5794 - CITY 4CITY OF ATLANTIC BEACH.FLORIDA PERMIT TO BUILD THIS PERMIT MUST BE POSTED ON JOB Date JANWARY 27 19 33 117,734.89 Fee$ 36_ 2-J Valuation$ This permit not valid until above fee has been paid to City Treasurer,and is subject to revocation for violation of applicable provisions of law. This is to certify thatII I13C. 214 ORUCL STREET, NEPTUNE B��C1i FLORII%A , has permission to build SINGLE FA:iILY 110HE PS Classification S INGLL FAMLY Zone PLEA Owned by REyHANI, INC- $ Blocker—S/DE SLVAIE TIa'BA__ Lot 194E SELVA GRANDE DRIVE House No. According to approved plans which are part of this Per NOTICE—ALL CONCRETE FORMS * AND FOOTINGS MUST BE IN- SPECTED BEFORE POURING. PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE ------� O Building material, rubbish and debris F �� ? from this work must not be placed in public space, and must be cleared up and hauled away by either con- tractor or owner.' . + A. WILLIAiI H0SS/T. :' Building Official. PERMIT DATE CONTRACTOR FOR OFFICE NUMBER USE ONLY r� PLUMBING795 I' ELECTRICAL 3820 SEWER i WATER MECHANICAL 5796 DEPARTMENT OF BUILDING PERMIT NO.--=-5795 CITY OF ATLANTIC BEACH.FLORIDA PERMIT TO BUILD THIS PERMIT MUST BE POSTED ON JOB Date TIARY 27 _19 nrn Valuation$ PLUi'iBING Fee$ 66.00 i mil above fee has been paid to City Treasurer,and is This permit not valid u subject to revocation for violation of applicable provisions of law. F. W. FAIR PLUMBING COihPADTY This is to certify that JSONVILLE, FLORIDA p, 0, BOX 51149, PEk FLANS SUB11ITTED• has permission to build INSTALL NEW PLUI'IBING AS SINGLE FAMILY Zone PUL Classification �I Owned by gEYHANI INC. SELVA TIERFA----- 8 B1ock____�S� Lot 1846 SELVA GRANDE DRIVE House No. According to approved plans which are part of this per NOTICE—ALL CONCRETE FORMS AND FOOTINGS MUST BE IN SPECTED BEFORE POURING. PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE o Building material,rubbish and debris be placed ZI from this work must not . in public space,and must be cleared hauled,'may by eitlber,Fops up and * tractor or owwP9 A 2/02/8 ♦ �000 I r Building Official. f .I PERMIT DATE CONTRACTOR I FOR OFFICE NUMBER USE ONLY I i PLUMBING li I ELECTRICAL I SEWER WATER I I'l)iNc: �S"79Y MECHAN I CAL � �e`v.9' T�I.a�I B�N c: - _. : S74G ELECTRICAL: 1A�'10- BUILDJ_N29ERMIT WORKSHEET f}<<lGs GS .L� per sq. ft. = $�r^�2Q it HEATED SQUARE FOO' J, _--c / ---- @ $ -----�L' 'S- -- .-- V�r @ $ -_. i•�li - -- Per sq. ft. _ $ 9.3D_ .�4- GAR'1GE (PRIVA'T'E/SHED) : — CARPORT: /PONT ffH� _ @ $ -- - '� - ------ Per sq. ft. _ $ ----.�G log' PORCHES: per sq. ft. = $ // per sq. ft. _ $ S gS DECK: _ 44b-�----- @ $ ---- �� P / ------ PATIO: per sq. ft. - @ $ -- --- g - 3D• TOTAL VALUATION: $ - -- - �� PERMIT FEES // 1•�G.,S7> TOTAL V�LUATION DATA 1st $ d 'S'?, 1J d v- O d Ql�-OC) 4T X30• S'� - 962ev $-- --- - ---- REMAIN ER VALUATION @ $ •�� er thousand o� or portion thereof /6% O d TOTAL B ILDING PERMIT FEE. . . . . . . . . . . . . . . . . . . . • • • . • t • •$ - PLUS L, THE BUILDING PERMIT FOR PLAN FILING FEE. . . . . . . . . . .$ `7��-��_'7--->— TOTAL FEE DUE. . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .$ - ��tcr��"'.5_s --------------- --- - �6���` U PLUMBING PERMIT FEE; $ MECHANICAL PEFAh FEE: ELECTRICAL RESIDENTIAL: $__ ELECTRICAL TEMPORARY: WATER METER SIZE: 1/N FEE: $_ �S,d0 Q SEWER CONNECTION CHARGE: SQUARE FOOTAGE: _el,060 1A. -- FEE $ EATER CONNECTION CHARGE: FIXTURE UNITS @ $10.00 PER UNIT: ACCOUNT N0. : O O y� APPROVED BY: TOTAL BUILDING/PLAN FILING FEES: $� • TOTAL WATER METER CHARGE: $`-____per•_O_-�— TOTAL WATER CONNECTION CHARGE: $ A P P R O V E p TOTAL SEWER CONNECTION CHARGE: $___ :TY OF AT14 NTIC BEACH PUILDING ORRICE 17) lil�l :� GRAND TOTAL DUE: Date--------------------------------10 .._.. A Permit #•......................Fee i..._......._. CITY OF ATLANTIC BEACH Valuation;................_..-----------_................._. FLORIDA House #------_-._............._. .._.. .. .._ ................._....................................--._.-_...... APPLICATION FOR BUILDING PERMIT. ......_..........-----...............-.......... --_._.._ Application Is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the building or other structure described. This application is made in compliance and conformity with the Building Ordinance of the City of Atlantic Beach, Florida, and all provisions of the Laws of the State of Florida, all ordinances of the City of Atlantic Beach and all rules and regulations of the Building Department of the City of Atlantic Beach, shall be complied with, whether herein specified or not. The Contractor or Owner-Builder who has been issued a Building Permit is automatically responsible to ascertain that all sub- contractors engaged by him are duly licensed in the City of Atlantic Beach, Florida. To prevent delay or embarrasment regard- ing intermediate or final inspections it is suggested that a list of sub-contractors be submitted to this office so that licenses can be verified. Date u�-......-.............._..1....... .- Owner..-... Lt. ............��1 t.L.......................................Address--J.1.I.1,....-jt� �la......5t - -.........Telephone No.A.,V.1=- 9 Architect 13��11....-i�`f..LL/ ..................................... �l!`-1-.- L � f -.-044.,.Telephone Contractor Builder_... .. . ............�c _e----------.-..------Address...�.+�.r�...-_/7,/-!{eF3...... �` Telephone Lot No......ems......... Block No.. 1l� ..Sub Division..... .-•.......................Zone................. L. .. Street-�7 ti�N� +Side Between..... ef"`0."..`.. ..........._Y5. �e.4_4,41....Sts Valuation ..Q,,.,.,.For what purpose will building be used........................................Type of construction...................................... Dimensions of building........................................Dimensions of Lot---------:.....:.........................................Size of Footings Size of Piers....................................Size of Sills................................Greatest Sill Span in ft.......................... Root........_.......................... How will Building be Heated?................................................................Will Building be on Solid or Filled Ground t......................._..._.......... Size of Ceiling Joists........................................... Distance on Centers..................................._........ Greatest Span.----------..----------------_-. r Size of Floor Joists..............................................,Distance on Centers.......... ................................. Greatest Span---------------------------_--------»--- N Size of Rafters....................................................... Distance on Centers........----.............................. Greatest Span......._----------------------------------- of This rectangle In to represent the lot Locate the building or buildings in the Aht position. Give distance is feet from a�lot-lines and existing buildings. REAR LOT LINE Two copies of plans and specifications shall be submitted with application. Inspections required. 1. When steel is in place and ready to pour footing. 2. When steel is in place and ready to pour columns and/or lintel. P P R O V E D 3. When steel is in place and ready to pour beam. Ci, ' C E I�.=.OBEACi( 4. When f � LDIN3 GFi-�iC.- naming is completed. 5. When rough plumbing is completed,and ready to cover up. - 6. When septic tank drain field or sewer is laid but before it is covered. 7. Electrical inspection by City of Jacksonville. 00 S. Final inspection. . . Note: In case of any rejection,re-inspection MUST be called for after corrections are made. FRONT OF LOT In consideration of permit given for doing the work as described in the above statement, we hereby agree to perform said work in accordance with the attached plans and specifications, which are a part hereof, and in accordance-with the building regulations of the City of tic Beach. Signature of Builder-..... Address..... -1/i✓ -x- ...A' >- Signature of Owner.. ....... ... ,,,rY... -.•��..,�/�t. /g,. IE:tyr� � Address.w. 0f 47.t�....... .�' .. ............14 .......b l �` c r C I TY OF ATLANI I C `•" "CH 716 OCEAN. BUUi E:'%•�RD ATLANT I C BEACH , Ft OP. IDA ADDS NDUM, -10 BII I L 1) 1 N' PLAN Building Location: - - - ---_-- - - The attached plan for the above building is approved subject to meeting the follo,+ing applicable construction requirer,.�nts : a Footines shall be continuous rn�nolithic concrete under exterior %-.-alts , reinforced with t%.-+o 5/81 deformed reinforcing rods for one-story buildings and three 5/8" deformed reinforcing rods for two-story buildinas. Reinforcing rods shall be placed in the lo:+er one- third of the footines , properly placed and fastened on re: a1 cables with wire. Footinos shall be six inches wider on each side tF.an tine .:all above, shall be at least eight inches thick and shall rest on firm soil at least helve inches below undisturbed soil . b. In hollow masonry- unit construction , each unit cell shall be reinforced v+ith at least on No. 4 bar at all conrners , poured and tamped with concrete; such rein- forcing shall be properly tied into the footing and sandral beam. l .+ood uss rafters (roof _c_onstruction) , shall be securely fastened to the C. Altr exterior %-.al 1 s vji th approved hurricane anchors or cl i ps. d_ Construct ion of nearby one-family d,.,-el 1 ings , :-:hich are dupl icates or intensely similar, shall be avoided_ Such similarity considers the external conficuration and a;:pcar&rice ( i . e. , roof , outer tall r.aterials , wndow size and desion, and other like c;.aracteristics) of structures. in accord with the foreeoing, sic,ilar and shall be at least 500 feet apart if any one similar d :elling Is -Visiblefrom any other similar d +ening_ e. The final connection bets-een the house plu,�:bing drain and the se::er=service connection (at the property line) rust be inspected by the City before being covered_ City Mar.aoer undersigned hereby certifies that he has read the above and understands that this endurr, takes precedence over any contrary details to the plans and specifications and ees to co , ply with the intent of this addendum_ Cont ractor/G:+ner -- _ - _----�-.�--mss------ �--- Date IL �THESt4 FLORIDA MODEL ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION ° FORM 902 - �•� BOB GRAHAM SECTION 9 9H POINTS METHOD CLIMATE ZONES GOVERNOR DEPARTMENT OF COMMUNITY AFFAIRS NORTH 1 3 PROJECT NAME �_o =L.Y Q l - JURISDICTION AND ADDRESS IQ�L ZIP "F3 ZONE 3 BUILDER PERMIT NO. OWNER JURISDICTION NO. STATISTICS IF MULTI-FAMILY, NO. OF UNITS GLASS AREA AND TYPE RENOVATION COVERED BY THIS CALCULATION: CLEAR TINT OR FILM F] ADDITION (SEPARATE CALCULATIONS REQUIRED I- LISGL[:] GL[] E] MULTI-FAMILY FOR EACH WORST CASE UNIT TYPE.) SEC. H901.1 DBL =DBL GROSS WALL AREA AND INSULATION CONDITIONED CEILING INSULATION CBS R= FRAME11R- FLOOR AREA UNDER ATTIC SGL. ASSEMBLY�� (� c l �� qlFl r R , �T Gi R COOLING SYSTEM PRIMARY HEATING SYSTEM PRIMARY\ HOT WATER SYSTEM CENTRAL NONE F-1 STRIP F-1 GAS 1:1 NONE RESISTANCEn SOLAR UNITARY OIL El SOLAR = HEAT RECOVERY Lam GAS EER-SEER = �•I Xil; HEAT PUMP: COP = ®.a =DED. HEAT PUMP: COP l OTHER: OTHER' - MAX. E.P.I. ALLOWED (from 9A): C CALCULATED E.P.I.: •�__ CHECK IF COMPLYING BY "ALTERNATE PRESCRIPTIVE COMPLIANCE APPROACH" (SEC. 903.11)* DATE FORM COMPLETION DATE CERTIFIED BY: CHECKED BY: tom_ 1 er/a ent) 1 2`t-�S3 (buildin official THIS DATA IS TO BE SENT TO DCA BY THE LOCAL BUILDING DEPARTMENT. 9A MAX. E.P.I. ALLOWED (CALCULATED E.P.I. MUST NOT EXCEED VALUE SHOWN ) CONDITIONED I 901- 11C I , 1301- 1501- 1701- 1901- 1 2101 2301- FLOOR AREA 0-900 1 100 1 1300 1500 1700 1900 2100 230 ABOVE BASE E P 1 120 115 110 105 100 95 90 85 80 A/C EFFICIENCY LESS THAN 8.0 EER/SEER (7.5 HEAT PUMP) (as of October 1, 1982) -10.0 IF MULTI-FAMILY: COMMON WALLS (maximum of 5 points) - 2.5 DEDUCTIONS IF MULTI-FAMILY: COMMON CEILING and/or FLOOR (maximum of 12 points) - 6.0 TOTAL DEDUCTIONS BASE E.P.I. DEDUCTIONS MAX. E.P.I. ALLOWED COMPUTE MAX. E.P.I. ALLOWED Z� L^ — it *RESIDENCES WHICH COMPLY WITH THIS CODE BY THE "ALTERNATE PRESCRIPTIVE COMPLIANCE APPROACH" (SEC. 903.11) ARE REQUIRED TO MEET OR EXCEED ALL MINIMUM PRESCRIPTIVE LEVELS INDICATED BY SHADED BLOCKS ON THIS FORM, AND ALL OTHER APPLICABLE PRESCRIPTIVE REQUIREMENTS LISTED IN TABLE 9B. THE E.P.I. FOR A HOUSE COMPLYING UNDER THIS METHOD IS NOT CALCULATED BUT WILL BE THE MAXIMUM E.P.I. ALLOWED FOR THAT HOUSE SIZE AS SHOWN ON TABLE 9A. THE STATISTICS SECTION ABOVE SHALL BE COMPLETED AND SUBMITTED TO THE LOCAL BUILDING DEPARTMENT. lar PRESCRTIVE1wfl, INFILTRATION: windows/doors 903.1 HVAC DUCT CONSTRUCTION 903.5 WATER HEATER - ASHRAE LABEL 903.2 PIPING INSULATION 903.6 SWIMMING POOLS 903.3 HVAC CONTROLS 903.7 SHOWER FLOW RESTRICTORS 903.4 HVAC SYSTEM EFFICIENCY SECTION 903.8 CEILING INSULATION 903.10 1 FORM 902 CLIMATE ZONES 12'3 9 F WINTER OVERHANG FACTOR (WOF) g F SUMMER OVERHANG FACTOR (SOF) FEET N NE E SE S SW W NW FEET N NE E SE S SW W NW ---- ---- ------- ---- ---- ---- ---- ---- ---- ---- ---- 0-0.9 1.00 0.98 0.99 0. 74 0.71 0.82 0.93 1.00 0-0.9 1 .00 1.00 1.00 1.00 1.00 1.00 i.00 1.00 1-1.9 1.00 0.98 0.99 0. 75 0. 73 0.83 0.93 1.00 1-1.9 1.00 1.00 0.99 0.98 0.97 0.98 0.99 1.00 2-2.9 1 .00 0. 98 0.99 0. 77 0. 76 0.84 0.94 1.00 2-2.9 1.00 0.98 0.94 0.92 0.91 0.92 0.94 0.98 3-3.9 1.00 0.98 0.99 0.81 0. 79 0.87 0.94 1.00 3-3.9 1.00 0.95 0.89 0.86 0.85 0.86 0.89 0.95 4-4.9 1.00 0.98 0.99 0.84 0.83 0.89 0.94 1.00 4-4.9 1.00 0.91 0.84 0.80 0.82 0.80 0.84 0.91 5-5.9 1.00 0. 99 1.00 0.87 0.87 0.92 0.95 1.00 5-5.9 0.99 0.88 0.79 0.76 0.79 0. 76 0.79 0.88 6-6.9 1.00 0.99 1.00 0.90 0.90 0.93 0.96 1.00 6-6. 9 0.99 0.85 0.75 0. 73 0.78 0.73 0. 75 0.85 7-7.9 1.00 0.99 1.00 0.93 0.94 0.96 0.97 1.00 7-7.9 0.99 0.83 0. 72 0.70 0.77 0.70 0. 72 0.83 8-8.9 1.00 0.99 1.00 0.95 0.96 0.97 0.98 1.00 8-8.9 0.99 0.81 0. 70 0.68 0. 77 0.68 0. 70 0.81 9-9.9 1.00 1.00 1.00 0.97 0.98 0.98 0.98 1.00 9-9.9 0.98 0. 79 0.68 0.67 0.76 0.67 0.68 0. 79 10-10.9 1.00 1.00 1.00 0.99 0.99 0.99 0.99 1.00 10-10.9 0.98 0. 77 0.66 0.66 0.76 0.66 0.66 0.77 11-11 .9 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 11-11.9 0.97 0. 76 0.64 0.64 0.76 0.64 0.64 0.76 12 UP 1 .00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 12 UP 0.97 0.75 0.63 0.64 0.76 0.64 0.63 0.75 gG HEATING SYSTEM MULTIPLIER (HSM) HEAT PUMP COP k.2-2.3 2.4-2.5 2.6-2.7 2.8-2.9 3.0-3. 1 3.2-3.3 3.4 & UP HSM 0.45 0.42 0.38 0.36 0.33 0.31 0.29 SOLAR HEATING SYSTEM (BACKUP SYSTEM FRACTION) x (BACKUP SYSTEM HSM) ELECTRIC STRIP HEAT t.0o NATURAL GAS / PROPANE 1.0 (SEE TABLE 9D FOR CREDITS) OIL 1.0 (SEE TABLE 9D FOR CREDITS) 9 H COOLING SYSTEM MULTIPLIER (CSM) EER/ 6.8-6.9 7.0-7.4 7.5-7.918.0-8.41-3.5-8.919.0-9.419.5-9.9 10.0-10A 105-10.911.0--11.9 12.0-LP ELEC. SEER CSM 1.00 1 0.93 1 0.87 1 0.81 1 0.76 1 0.72 1 0.68 0.65 0.62 1 0.59 0.54 GAS COP 0.40-0.44 0.45-0.49- 0.50-0.54 0.55-0.59 1 0.60-0.64 0.65-0.69 0.70 & UP - CSMI 1.50 1.25 1.20 1.09 1.00 0.92 0.89 *ALTERNATE PRESCRIPTIVE COMPLIANCE APPROACH MINIMUM AIR CONDITIONER EFFICIENCY LEVEL 8.0 SEER/EER FOR STRAIGHT COOL OR 7.5 FOR HEAT PUMPS. NOTE: EER = COOLING MODE COP x 3.413= ARI RATED COOLING OUTPUT IN BTUH = TOTAL WATTS CONSUMED g ' HOT WATER CREDIT POINTS (HWCP) ELECTRIC RESISTANCE WATER HEATER 0 GAS WATER HEATER 10 INSTANTANEOUS WATER ELECTRIC BACKUP 4.5 HEATER GAS BACKUP 12.6 HRU IA/CI WATER HEATER ELECTRIC BACKUP 6.7 GAS BACKUP 13.9 HRU (HP) WATER HEATER ELECTRIC BACKUP 9.7 GAS BACKUP 14.5 HEAT PUMP WATER HEATER COP 1.60 - 1.89 1.90 - 2.19 1 2.20 - 2.49 2.50 - 2.79 2.80 - 3.00 (DEDICATED HEAT PUMP) CREDIT POINTS 9.0 11.4 13.1 14.4 15.4 SOLAR OVERALL SOLAR FRACTION* 0.1 0.2 0.3 0.4 1 0.5 0.6 0.7 0.8 0.9 1.0 �- V. ELECTRIC BACKUP 2.4 4.8 7.2 9.6 12.0 14.4 16.8 19.2 21.6 24.0 HOT WATER o z w o GAS BACKUP 11.4 12.8 -14.2 15.6 17.0 18.8 19.8 21.2 22.6 24.0 U a *PERCENT OF ANNUAL HOT WATER PROVIDED BY SOLAR SYSTEM _ 100 = OVERALL SOLAR FRACTION 4 __ _ E i } i w � vEa CITY 6,- t;i ;.N i i% BEACH FUILLONG Gr i� i f � r ': i I.LV I YE I.►:5_)10., f)A_L ✓ C0'•• AU))7 7 .j:kCI AL _A'! 101; - ---- - = - - -- ��VZtu� /-� •('PK' �?iDkrSS / `��/ 9 - - - c+J - --p]c--ase print -- - - ---------- - i'i/COj::%7Y UCCL?i I l0':.AL Ll CE':SE NO. ' '-IE CERTI FI CA7 E 140. _DEF OR Co.'-T.-:ACTOR __ -- - -- ----- --- ------- - -------- -- -ALN ---- ------ ----------- --- - --- - -- ]-A.V.--i oRY _ vATH TUBS _ - Upi ALS _- 71-OOP I)P-LINS 3_ CLOSETS -'IEP. } =_.;i TRS f DiS'.::'^.S�_P.S LISYk-1SA1,S OTnER TOTAL FIY_T'L'KE (:OU1:T OF P1.0:-S3ING r?;D FIXTURES )•fLIST � f � P R ®V E O i' ACCG? CE 1;1TH ir:E :-1UST F:ECt1�T EDITION _ _ MY !-F ASI'*.NTIC BEACH - - SOL,-._i:; S':_-:D.-RD PIU:�iYING CGDE. S7G::ATL'Y.E 01 _".STFR P}_,­�E�R] F I}T-ORE t N 1 T ;175 -F= EST.��1-'SPrD LS iNE "=-Si=,-=.:T 0= :.__ EF, zi =':D sur. ri .` _ �:� L`:1T D (C';.=C7 ED TO TPE CIYY ?:r._ EF. S':S' .. : _M THE .�TFF. SC?PLT _D AT !X11-1-ARS PER TO i C1 i� ATEt: S: S 1 1":_ SEC. 27-3 (c) G � 7:V. }-:UUP CC':S1 S�Y''G OF ----- - B.:�iriTL (1ti/Or ►:JO Ot,ER �T - - - S'-G.;.F: ...=EF CL:.'SET 1 ' 4T E -�F S' G�;ER) (2 iUNITS) 7i�..JST]C (_, U. �V-.�TUF,Y b r�_ TUB OR SWO ER STALL (6 UNITS) BII't:T (3 UNI TS) --- 1_-12*:'_)nY i`v,Y 7O;; SINE S TF.AY ---- -; (2 L'.`;1 TS) - �=);TAI. LAVATORY � (3 L1i�IT'S) (1 U1:1T) fi I T C'r'.EN _ T, _ CG;:Sl':A!701: SIN1: & TRAY W/ (2 LNITS) FOOD DIS_ (4 UNITS) DE1�T'_AL UNIT OR Ci;SPI- DOR G UNIT) � _ KITChEI; SIO DRINKING FOUNTAIN (1- UNIT) �r( WASTE GRI:"11EF, -- _ �_ DIS)��.SSHER (2 Ul�'lt - - FLOOR DP.AINS (I UNIT) 2 --_ - LA-Z'r,TORY (1 UN-110 LAl'AiORY, r== 2 UNITS L'.\' �TSURGEONSS --- L^=4i;i- i'A I' OF. --- SURGEONS ( ) SHOWERS CROUP PER PE_AD _ SURGEON'S SINK (3 UNITS) (3 UNITS) (2 L;NI TS) FLUSHING RIM SINK 8 UNITS SEPV] CE SIM, TP-1UP — POT, SC1111 -RY - UF1111AL PEDESTAL, SYPHON JET ST.-'--%,D (3 L-;:1 TS) DRI':eL STAT i, BLC.:OUT (8 UNITS) _ URI'•-AL, !.'ALL LIP - - ,IASS i L--RJ';.AL T OUGH EACH 2' (4 U.-I TS) h l SHING .."aC}?1;;E k' -.SH SI'-_K rs SECTION (2 LT'S I T&K- --— ---- ----- - (3 UNITS) 0= FAIICETS ;'__TEP. CLOSETS, -- -- - - - !.TATER CLOSE rS, V._z VE (2 i''.1 I-S) L: EF T=D (4 VNI-JS) l (8 U!,-ITS) CITY OF ATLANTIC BEACH APPLICATION FOR SEWER CONNE)MONS ACCOUNT NO. c hoc) DAA c,-� l6 6 J IDCATION LOT NO. BLOCK NO. SUBDIVISION �f/t� i I O INNER ti TYPE OF BUILDING J �GG22 �c 2•nSTER PLA2,13ER. DATE INSPECTED BY I I ' CITY OF ATLA14T I C BEACH APPLICATION FOR WATER CUT- IN APPLICATION IS HEREBY MADE FOR / 3 �� WATER CUT- IN AT THE FOLLOWING ADDRESS FOR �? UNITS (S) CUT- IN CHARGE OF STREET NO. �p LOT BLOCK SUBDIVISION alcki ACCOUNT NO. 3 UU MASTER PLUMBER DATE METER NO. DATE INSTALLED