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377 12th St (vault) PERMIT WORKSHEET Certificate of Occupancy Job Address: Type Work: Property Owner: G Phone # Contractor:£ L Phone # c>227l DD Permit MD Z Date Issued: y; 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 Rough/ Framing Rough Rough Top out Insulation JEA Release Date Building Electric MechanicalPlumbing 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: City of Atlantic Beach -_ Building Department Certificate of Occupancy This Certificate issued pursuant to the requirements of Section 110.2 of the Florida Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances of the City regulating building construction or use. For the following: Date: January 8, 2009 Contractor: Gamel Construction Address: 377 12th Street, Atlantic Beach, Fl 32233 Construction Type: V Occupancy Class: Single Family Dwelling R-3 Permit Number: 07-0621 S t i r MICHAEL GRIFF BUILDING OFFICIAL CITY OF ATLANTIC BEACH CERTIFICATE OF OCCUPANCY WORKSHEET Date Requested: h �� Contractor Name: Permit #: Property Address: 3 St Legal Description: Improvements to the above-described property have been completed in accordance with the terms of the permit and are certified to be ready for occupancy as: ❑ Single-Family Residence ❑ Commercial ❑ Other: Lowest Floor Elevation: Required As Built FFE The following must be completed before issuing Certificate of Occupancy: Department Date Notified Date Approved Approved By Fire Dept. Public Works ; Public Utilities 0.'7 Building i t 7 l J � � / •���9 -T�•e S �� JJ T �- {, PlanningTree Mitigation Mitigation Satisfied 1 Final Survey with FFE I," Yes No V e,, All Re-Inspect Fees Paid '� Yes No Termite Treatment Yes No Boyd, Nancy From: Hall, Erika Sent: Thursday, January 08, 2009 10:11 AM To: Boyd, Nancy Subject: RE: 377 12th St. OK/No tree mitigation due. Qp gators! From: Boyd, Nancy Sent: Thursday, January 08, 2009 10:08 AM To: Carper, Rick; Deming, James; Kaluzniak, Donna; Walker, Chris; Nodine, Phil; Clemons, Malcolm; Hall, Erika Cc: Graham Shirley; Jones, Mike Subject: 377 12th St. Mike Jones approved the final build for the above address, Permit#07-621. Ready for C.O. Frank Gamel can be reached at 868-0449. 1 Boyd, Nancy From: Carper, Rick Sent: Thursday, January 08, 2009 10:10 AM To: Boyd, Nancy Cc: Deming, James Subject: RE: 377 12th St. Nancy, I met with builder and owner Monday and inspected property. I have as-built survey in hand. This is approved for occupancy by Public Works. Rick From: Boyd, Nancy Sent: Thursday, January 08, 2009 10:08 AM To: Carper, Rick; Deming, James; Kaluzniak, Donna; Walker, Chris; Nodine, Phil; Clemons, Malcolm; Hall, Erika Cc: Graham Shirley; Jones, Mike Subject: 377 12th St. Mike Jones approved the final build for the above address, Permit#07-621. Ready for C.O. Frank Gamel can be reached at 868-0449. 1 Boyd, Nancy From: Walker, Chris Sent: Thursday, January 08, 2009 3:21 PM To: Boyd, Nancy Subject: RE: 377 12th St. Everything is good here. From: Boyd, Nancy Sent: Thursday, January 08, 2009 10:08 AM To: Carper, Rick; Deming, James; Kaluzniak, Donna; Walker, Chris; Nodine, Phil; Clemons, Malcolm; Hall, Erika Cc: Graham Shirley; Jones, Mike Subject: 377 12th St. Mike Jones approved the final build for the above address, Permit#07-621. Ready for C.O. Frank Gamel can be reached at 868-0449. 1 Boyd, Nancy From: Jones, Mike Sent: Wednesday, January 07, 2009 4:56 PM To: Graham Shirley; Boyd, Nancy Subject: Final build Frank Gamel's project @ 377 12`h St. Final building approved today Permit#08-1438.All trades approved, Final pool to come soon. Thanks, Mike I 13 r_---- ell v�24 t 1 TI O 0cn o - � -O o W= o c � D rri � � o < r Di ci � --I L T 3 x O mz > z mz vt `n r I n Z7 p to m co CD N FOUND 1/2" IRON f N O W Z �� fm Z N OC PIPE, NO CA o 00 p0= rrni n m0 p I 73.0' — �I I O X O O D 0 I D m C rn Z o �p (� m D --I O Z r co 0r = Z r O m C I m O rn rnI I D LA Z N N o f 0M ODrn -I Lo m W M 0 Ln me X Z z 7 D m m L7 I r rn O m D rz v0 no O- Cn c- 0 ) zr � � rriOm oz O I LA ZZ -1 -i (n C D o Cp �000 � i O /V cn P I o Lrl CO T = _ G om mm O O f*1 = m Z X n O -1 O -I I 0 00 = C = � Ul 7.2 M m x � C O -i 5 N � D M0 � -rl 0 r < � Or- m c) I � � N m o Z D N� r- < oo � I oo N O -I 1 r m o o cn m N D C D z, _ n CDz j m O z - - 30' BUILDING RESTRICTION7LLI 7 NE _ < � � om I m � � o o r o (0 I i 1- m0 / r O O Do D Z I x O p - (D Z D O D D o N v, D I r � n (Am cn 00 , O D ° 17.214 � D 2 K m I _ — x CHofE < �� m K r- y FOUND 1/2" IRON � rn C � r PIPE, NO CAP OD z :<<n 77 C7 z D p _ <o a< z� OzDD CRtiqo�R/�SF 760 . mzaW zo co oco c = D z -0 F) rmrl N 2p-�CD 9 >_ ND z m 2 th STREET IJ z Z - PAVED r o p 0 - p X 60' RIGHT OF WAY r O CD -Tj O � r o j -� o w � CLnoa If o NND co r- D Ln a It,Ell N SOUTHERLY LINE 2 co OF LOT 4 L 0 T o o N05'38'50"E 89.48' FIELD tib. 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W Dq `� ro W A om y � � L' Zl i N co � 8.3' 2.7'� 00 G/ z f O 6°o z I \ 2.2� _ 2.2.,6'6 �_� v D T X 1 \ 0 _0 mU7 1 279, �Jp co < � r� RF7EEI` ON N o r D �U o Z w o`" �'o x AREA\ a 5.+� n oM CA -i 0 X OZ I �x� = i \ m � nj � V) o \ 0 z m r D -< X�Sp co o;u �� \ CnDzC) C U) D o z Ono \X c O C < 70 m > om � S 6 3'9S 00, x >.X m [� n V) fel x _ cr� 9 ZFlF09� n Z � :;o do Jan. 19. 2009 11 : 57AM 0 7- (-e No. 8479 P. 1 �OERI 8 10.selitricoft C010ny El,iminadon S%.o,m TERMIOOR` Complete Fest Control Service ' R T SI Certificate of Compliance Location of Property: k�VI �� ��� �' Street Name: City and State: Lot# Block# Unit# Date of Treatment: D Chemical Used: Pf ta -V The above-referred property has received a complete treatment for the prevention of subterranean termites. This treatment is in accordance with rules and laws established by the Florida Department of Agriculture and Consumer Services. ertif ied Operator Signature Date Randal P. Nader President Nader's Pest Raiders, Inc. R0. Box 3399*Ponte Vedra Beach, FL 32004-3399 10086 Sawcgrass Orive West•Ponte Vectra Beach. FL 32062• (904) 285-0091 •Fax(904)273-0682 Fernandina Beach•(904)277-0090•St.Augustine(904)940-FEST . J.-icksonvilie (904) 223-4255.Orange Park (904) 272.6601 •Palm Coast(386) 447-PEST Toll Free (8(36)4 NADERS/t866)462-3377 www rt lflPfCrlf�,.4fr'l1ir9F'rc rnM �� ~ A JCITY OF ATLANTIC BEACH I 800 SEMINOLE ROAD JATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 08-00001328 Date 9/24/08 Property Address . . . . . . 377 12TH ST Application type description ELECTRIC ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 ---------------------------------------------------------------------------- Application desc increase amps from 200 to 300 amps ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ TOMSON ERICKSON ELECTRICAL CONTRACTOR Q/A:ERICKSON, FRANK ATLANTIC BEACH FL 32233 12025 BEACH BLVD. JACKSONVILLE FL 32246 (904) 641-9090 ---------------------------------------------------------------------------- Permit . . . . . . ELECTRICAL PERMIT Additional desc . . Permit Fee . . . . 55 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 3/23/09 ---------------------------------------------------------------------------- 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 o� PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. -0 Offlrejet 7410 Log for Personal Printer/Fax/Copier/Scanner Information Systems 904-247-5845 May 12 2008 5:07PM Last Transaction Date Time Type Identification Duration Pages Result May 12 5:07PM Fax Sent 96657372 0:34 1 OK a -t- !YL A ol 'Ly J' v CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD :1 ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5826 X11319 Application Number . . . . . 08-00001288 Date 9/18/08 Property Address . . . . . . 377 12TH ST Application type description ELECTRIC ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 ---------------------------------------------------------------------------- Application desc Early Power ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ TOMSON ERICKSON ELECTRICAL CONTRACTOR Q/A:ERICKSON, FRANK ATLANTIC BEACH FL 32233 12025 BEACH BLVD. JACKSONVILLE FL 32246 (904) 641-9090 ---------------------------------------------------------------------------- Permit . . . . . . ELECTRICAL PERMIT Additional desc . . NO CHARGE FOR EARLY POWER PROC Permit Fee . . . . . 00 Plan Check Fee . 00 Issue Date . . . . 9/18/08 Valuation . . . . 0 Expiration Date . . 3/18/09 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total . 00 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total . 00 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. FROM :ERICKSON ELECTRIC FAX NO. :9046419838 Sep. 18 2008 07:56AM P2 FROM FnX N0. '7,11.70@9 i I J FARa:.Y 1 -OWER AGR�T�IN NT ZTI:LTA : C CT'Y OF'-A7FLANTic BRAC31 T_,lentrie}�eevrar n�reyuesroed now ua ex the�cnvlltiot►s arrd(terms ai'H+la�t'e�1ly erx�ad/ �ex�mese:X dt Relo� Job Addfo*: -14rviocType(arde0as): lrirheaad f7ndergtnurui We.,tho uuclwsip&d l;enaffil Conti 00C Aad FlecbriiolIn",dndoxvisMttd and t&Tw; TM r ur w Otialn`' v�i�nc�o, it it tred>tirnd try G tul.d do" Vt oTC lctl'ust b, is gad° i.Evro 000UPsY -CY- tbA$ui sutt4� �bshda>ae Fuosl nis�:cpen. I�te (Cl�uM� Y wnd ts.sUct�lq at tie di on 2. �-he Ctb of A a 80401x wi �.`s��QQ�i�1��ssppeation AGNr1Y !x>n er @z,ar�r�• ATI Tont �,uls�a s i11ll:�t .i11/t1 Dt'}'�Ap I uwllla bnefesc 6r�1e before e . CIO c00 Ili o u[ ti}04 y 3. lk y use Lax e� ispp�� gon.�ry y� � (.t1�► off` a ;Ht�cU Uri F. B viooaf . i'Agreememt se aB��t n rR cu tlerlt: r xagtlpR' enidvel 4,i' �arv3cu� "]".�rly`P '*cbxsc thprit i the LicclriolAA f l,a muse: ut a�awr haf►x PF r aft s u- b,i el is oMPILIS th a i�iavtlr��� at finwx nrt ciion)• �'e L2 15 �ml� �lac�riue2 Gha�k. r� � _� hth �4d. f ,fir e'A<l iN� +t1Ca► f. : eml�otsry e. rnn 1 despity�od oat.nrarettoro tiro rsquiced Sr )• i 5. Pty 0'300.admliiistndion tog.s ►y ceimsPccl5on 5*0 An4%sty catldssat regaln�s +*•`*rt he sati ied rinr to rc mso. G. 'Phis fully 001-nphv6d fo;I.m.is ta; bo anhmivad to the Building Dcparftwnt by head orad or Am 7. Feefiq.ro such Agronm ufs wtM eot be ae�cepbd from tbasc who v10104 eriy am of*s,above hemw: . I C:f1rTT'1tA.t:'i'QR. ..-".__.. � / _�..__--_.._. W►Cfi,•—_` �.--` ��..=�L_.__. , _.. YICINT N AMID DA9-1 FR)V"NA twit smshu&lkurd"At7nettR 1304h FL 32233 Ph.onn'S90d)2ti7..KR e4 Pix'f90.4)7�t•7-545 �lii•13:�L�'f(Yv1lbFoa� :�6t soN 11�•� , *UA ytC, 10I16Wao)IIA y� QbSi�-/b :'tom U28GIb9hkl6: 'ON X,t-9 Jt 1 "1x171 NOS)OI?N: wua.� -cd W080:so 920t�. F?- HP Officejet 7410 Log for Personal Printer/Fax/Copier/Scanner Information Systems 904-247-5845 May 06 2008 10:20AM Last Transaction Date Time Type Identification Duration Pages Result May 6 10:19AM Fax Sent 96657372 1:16 2 OK FROM :EiRICKSON ELECTRIC FAX NO. :9046419838 Sep. 18 2008 07:57AM P4 Sk—M— f ss '� CITY OF ATLA NTIC BEACH y 910 SFAUNOLE ROAD �� A;TLANTI �BEACH,FL 32233 INSPECTIOP'P: [ONE LINE 247-526 U;! ; Application Number _ 07-00000$52 Date 7/23/08 Property Address 377 '12TH ST Application type description; ELECTRIC ONLY ; Property .'Zoning TO BE UPDATED Application valuation 0 - -------- Application desc _- --------- --- --- - -------- NEW SERVICE � • ----- - . -•- ---. -- •----- ----------4 - -- -------- ---- -- ------------------ Owner i Contractor ------------------ TOIMSON K.W. GODWI I CONSTRUCTION 4 215 TAR K 'LN ROAD ATT ANTTC TEACH FL 32233 JACKSONVIL ,E FL .32223 (904) 2.62- 1755. - -- Permit ELECTRICAL PERMIT - --- - Additional desc• . Permit Fee 70.00 Plan Che !k Fee .00 lssNe Date 6/19/07 Valuatio: . 0 Expiration Date 10/21/08 Fee; summary Charged Paid Cred. ted: Due, . - - - -------- ----- --------- ----- Permi.t- Fee Total 70 .00 70. 00 : .00 ..100 Pian Check Total .00 .00 : . 00 .•00 Grand Total 70 .00 70.00 ' .00 •..00 •� o,� � rl� 0 w u�r ll o kr 4h )WIA PERMIT TS AIPROVED ONLY IN ACCORDANCE WITH ALL CTff OF ATLANTIC 5C42ItnjPC NCKS:AND 'ITIE FLORIbA aln.T.DiNir. I d 5g89-LbZ�+06 "ets�( ; uOneuUaui RIC"M on nl IAIAI FROM :BRICKSON ELECTRIC FAX NO. :9046419838 S� 1008 07:56AM P3 U(jJUU 2 � �C��- � O� ass . �1 \OA SON W T for plCkvo ON Le FROM :E.RICKSON ELECTRIC FAX NO. :9046419838 Sep. 18 2008 07:55AM P1 2804 St. ,Johns Bluff Rd. S. #202 Jacksonville, Fl. 32246 904-641-9090 904-641-9838 e,ri,-ksonelect.ric@bellsoutb..net Fm 70: L 'C ��0�Ce L Fax: 5 Pages: 3 Date: • 'g•C Phone: CW Re: 0 Urgent 0 For Review 0 Please Comment 0 Please Re sly O Please Recycle •Comments: I i 5 W"Y ly Nor PI1 ca`h ur1 Tv Fo I ow w i+k o h der �dQ p icrt�u.res . 9 CITY OF ATLANTIC BEACH J 800 SEMINOLE ROAD 1 r� ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 08-00001288 Date 9/18/08 Property Address . . . . . . 377 12TH ST Application type description ELECTRIC ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 ------------------------------------------ Application desc Early Power ---------------------------------------- Owner Contractor ------------------------ TOMSON ERICKSON ELECTRICAL CONTRACTOR Q/A:ERICKSON, FRANK ATLANTIC BEACH FL 32233 12025 BEACH BLVD. JACKSONVILLE FL 32246 (904) 641-9090 -- ------------------------------------------------------------------------- Permit ELECTRICAL PERMIT Additional desc NO CHARGE FOR EARLY POWER PROC . 00 Permit Fee . 00 Plan Check Fee Issue Date . . . . 9/18/08 Valuation . . . . 0 Expiration Date . . 3/18/09 ----------------------------------------------------- Fee summary Charged Paid Credited Due _ ---------- ---------- - Permit Fee Total . 00 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total . 00 . 00 . 00 . 00 F x d PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. HP Officejet 7410 Log for Personal Printer/Fax/Copier/Scanner Information Systems 904-247-5845 May 06 2008 10:24AM Last Transaction Date Time Type Identification Duration Pages Result May 6 10:23AM Fax Sent 96419838 0:42 1 OK CITY OF ATLANTIC BEACH i f 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 �.r r1J31�� Application Number . . . . . 08-00001496 Date 11/04/08 Property Address . . . . . . 377 12TH ST Application type description IRRIGATION/SPRINKLER Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 ---------------------------------------- Application desc irrigation - sprinkler system --------------------------------------- Owner Contractor ----- TOMSON JOHNSON LAWN SPRINKLER INC. 27 FAIRWAY LANE ATLANTIC BEACH FL 32233 JAX BEACH FL 32250 (904) 249-8191 -------------------------------------- Permit . . . . . . PLUMBING PERMIT Additional desc . . IRRIG. - SPRINKLER SYSTEM 00 Permit Fee . . . . 85 . 00 Plan Check Fee Issue Date . . . . Valuation . . . . 0 Expiration Date . . 5/03/09 --------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- -- ---------- Permit Fee Total 85 . 00 85 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 85 . 00 85 . 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 ' - B00 SEMINOLE ROAD,ATLANTIC BEACH,FL 32233 s! OFFICE:(904)247-5826•FAX NO.:(904)247-5845 EY - BUILDING-DEPTQCOAB.US PLUMBING PERMIT APPLICATION DUVAL COUNTY F{ 2wIS>.THIWA.'S$'JB,PERMIT ?01.' ;3:DAT n.� _ ❑NO ❑YES PERMIT* 3 ? 2 Atlantic Beach, FL 32233 -ROPERTI4 OWNER Rei 5.ADDRESS IF DIFFERENT FROM JOB ADDRESS: 6.PHONE: 4.NAME: ( 22 / / ) � C / �-G/ PLUMBING,CONTRACTOR 7. M OF COMP 6.ADDRESS: 10. LL P ONE: 11.FAX NO.: 9.STATE OFF RICIA¢I NSE NO: e _ ,/n1_ l/U 13. FICEpHOfN•E:IJ !/ 14' 12.EMAIL A DRESS: 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 ll and void if work is not commenced within six (6) standards of all laws regulating construction in this jurisdiction. This permit becomes nu months,or if construction or work is suspended or abandoned for a period of six(6)months at any ti fter work is commenced. CONTRACTORS SIGNATURE 16$ € j 17, 7$ CURRENT CODE;I ` X151, URE;OF WORK u mr � �� — -1'06 FLORIDA BUILDING CODE- NEW PLUMBING 0 RE-PIPE ❑OTHER- . WIN 19.NUMBER OF FIXTURE$; 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: PERM IT ISSUING FEE: $35.00 TOTAL FIXTURES: x $7.00 (PER FIXTURE) + $35.00 = BACKFLOW PREVENTER REQUIRMENTS: TYPE OF FACILITY MINIMUM TYPE OF PROTECTION Breweries, Distilleries, Bottling Plants D.C.V. A. Car Wash with recycling system and/or Wax Eductor R.P. Chemical Plants R.P. Dentist Office R.P. Film Laboratory or Processing Plant R.P. Food or Beverage Plant . D.C.V.A. H pitals,-QiniosyMedical Buildings R.P. (Parallel) rrigationst = D.C.V.A. or R.P. a oratories R.P. Laundries & Dry Cleaning Plants D.C.V.A Machine Tool Plants (Health or System Hazard) ** R.P. Machine Tool Plants (Pollutional Hazard) ** D.C.V.A. Metal Processing Plant (Health or System Hazard) ** R.P. Metal Processing Plant (Pollutional Hazard) ** D.C.V.A. Nursing Homes R.P. Packing Houses or Rendering Plants R.P. Pesticides (Exterminating Companies) P.V.B. Overhead fill Petroleum Processing Plant R.P. Petroleum Storage Yard (Health or System Hazard) ** R.P. Petroleum Storage Yard (Pollutional Hazard) ** D.C.V.A. Piers, Docks or Waterfront Facilities R.P. Power Plants R.P. Radioactive Material Plants R.P. Restaurants with Soap Eductors and/or Industrial Type Disposal R.P. Sand and Gravel Plants D.C.V.A. Schools with Laboratories A.V.B. Swimming Pools with Piped Fill Line A.G. at pool Sewage Treatment Plants R.P. Sewage Pumping Stations D.C.V.A. Tall Buildings over three stories R.P. Veterinary Establishments R.P. Commercial facilities: Due to frequent occupancy change all commercial facilities require a minimum RPZ on the service.In addition to and including those types of facilities listed above, an approved backflow prevention device of the type designated shall be installed on each domestic water service connection to any premises containing the following real or potential hazards. MINIMUM TYPE OF PROTECTION Premises having an auxiliary water system not connected to public water system RP Premises having a water storage tank, reservoir, pond, or similar appurtenance RP Premises having a steam boiler, cooling system, or hot water heating system where chemical water conditioners are used RP Premises having submerged inlets to equipment R.P. Is CITY OF ATLANTIC BEACH l 800 SEMINOLE ROAD j ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 r.4-'01=11 t Application Number . . . . . 08-00001438 Date 10/29/08 Property Address . . . . . . 377 12TH ST Application type description RESIDENTIAL ADDITION/ALTERATION Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 7000 ---------------------------------------------------------------------------- Application desc SCREEN ROOF ENCLOSURE ---------------------------------------------------------------------------- Owner Contractor - ------------------------ ----------------------- TOMSON PRECISION ONE DEVELPOMENT LLC PO BOX 350390 ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32225 (904) 998-8777 --------------------- Structure Information 000 000 ---------------------- Construction Type . . . . . TYPE 5-A Occupancy Type . . . . . . RESIDENTIAL Flood Zone . . . . . . . . ZONE X ---------------------------------------------------------------------------- Permit . . . . . . BUILDING PERMIT Additional desc . . Permit Fee . . . . 65 . 00 Plan Check Fee 32 . 50 Issue Date . . . . Valuation . . . . 7000 Expiration Date . . 4/27/09 -------------------------------------------------------------------------- Special Notes and Comments *2004 FLROIDA BUILDING CODE W/ 105- 106 SUPPLEMENTS . 2004 FLORIDA BUILDING CODE - RESIDENTIAL. 2005 NATIONAL ELECTRICAL CODE. ------------------------------------------------------------------ Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 65 . 00 65 . 00 . 00 . 00 Plan Check Total 32 . 50 32 . 50 . 00 . 00 Grand Total 97 . 50 97 . 50 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. S.1y fJJ City of Atlantic Beach APPLICATION NUMBER J' cl Building Department (To be assigned by the Building Department.) ° 800 Seminole Road s� Atlantic Beach, Florida 32233-5445 !� Phone(904)247-5826 Fax (904) 247-5845 E-mail: building-dept@coab.usQ 41 Q City web-site: http://vmw.coab.us Date routed: APPLICATION REVIEW AND TRACKING FORM J �17�` ('' D nt review required Yes o Property Address: 7 7 / o� c�— Buildin Planning &Zoning Applicant: Public Works Public Utilities Project: ra�U d £' Public Safety Fire Services Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection Florida Dept. of Transportation St. Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLIgATION STATUS Reviewing Department First Review: EApproved. []Denied. (Circle one.) Comments: BUILDI G PLANNIN ZONING PUBLIC WORKS Reviewed by: ,v Date: V PUBLIC UTILITIES Second Review: ❑Approved as revised. ❑Denied. Comments: PUBLIC SAFETY FIRE SERVICES Reviewed by: Date: Third Review: ❑Approved as revised. ❑Denied. Comments: Reviewed by: Date: CITY OF ATLANTIC BEACH 08 1 Ll -1 aOO SEM;NOLE ROAD ATLANVC BEACH FL 312-11 ,FFICf: 1904124 -5132E*FAX NO t96,1)247ABAS BUik DiIjG-DEPTq.00AB US BUILDING PERMIT APPLICATION DUVAL COUNTY 1� ADDRESS, 2.VALUATION OF WORK UNDER ROOF 39,1 r1occ, S.USE OF STRUCTURE LEGAL DESCRIPTION: NEW OF WORK, ESIDENTIAL 4. 0 BUILDING U DEMOLITION jr'31 Wick MCIT f(1a "f CONVERTING USE ❑[3 COMMERCIAL 0 AL,E RAI ION 0 ACCESSORY BLDG 0 FIRE S iWAIR El Y ES 7 0 VEPAW [3 DE5CRIP--)N (3 POOt,I SPA SL*-tn fob- [I MOVE Q OTHER NO FIR CONTRALTOAR miTECTI 13 PANY WNIE 15 FIANY NAVE uj `tVfw Or Rnylr- -m(VAF-oll to NAME ISI () 24 LICENSEE NAME 7 STATE OF FLORIDA I ICENSIF NO 2f, STATE OF PLOWDA I 1rFNSE MO 10 ADDRESS C, (-✓'?- 0 is ADD'� ?0� 3'-Z390 ION.) �:-A- 51z?,q 28 FAX NO 27 OFFICE PHONE O1-F ONE ;2 FA�NO ctq?FF1, zPH()-:�n :,I crii PHONE 29 CLLi PHONE -E r.s 30 EMAIL ADDRESS: -,2 EMAlt AIA)RES5 14 EMAIL ADOR E SS i L BONDING COMPANY: MORTGAGE LENDER: (W OTHER MAN OWWRJ 33 N,,M f. 'il NAME A obtain a permit to do the work and installations as indicated I CAArJy that no work Or installation has Application is hereby made to I ll work will be performed to meet the standards Of sit laws regulating construction in this commenced poor to the issuance Of a permit and that awmonths. of if construction of work M suspended or jurisdiction. This permit becomes null and void if work is not commenced within six(6) abandoned for a period of Six (6) months at any time after work is commenced. I understand that Separate permits must be secured for Boilers,Heaters.Tanks, Air Conditioners,etc. Electrical Work,Plumbing,Signs, Wells,Pool*,Furnaces, all work will be done in compliance with all applicable OWNER'S AF Ing information is accurate and that laws regulating construction arid zoning I will not OCCUPY or use the veletenced building or any Part therol until all Inspe ,ctions are finaled and prior to obtaining a certificate of occupancy or completion issued by the building official,as required by law WARNING TO OWNER: COMMENCEMENT MAY RESULT IN YOUR YOUR FAILURE TO RECORD A NOTICE OF CO -S NTS TO YOUR PROPERTY. A NOTICE OF .'�F nccrjor THE r PAYING TWICE FOR IMPROVEME COMMENCEMENT MUST BE RECORDED AND POSTED ON THEN SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. N ACTOR OWNER or AGENT (11 Agerd Power of Allamtry oc Agwn Letter Retluirem r). elf S49ned �319 2068in tfv county Of B.Zatel mot s 2041-the County 61 Before me this day Of Duval.State of Florida has PefsonallY appearez)Ein-&�s GrIcc-0 Duvai State of Ficinda has !2PA&4Y appeared Ina P-ze-i-vict— M"911: ,-tijkw henn by NniSelf I her.h and e4itm-,that ail statements and declarations ate if and "hyls that all statements nd dedarations are hue emi nmiiate r4otary,Public at Large.State ui true arid ac—rate 'County of L Notary Pulblic,at Large,Slate of County of JAEO to L-1 IZ010 0 P�,I;3.qar�--,.wn ry Signature - Notary-Signature C% REVIEWED FOR CODE COMP 1. C.DENISE 501T!! INIOtary Pub!'-. ;ir)rida COMMISSioo- kXAC 06,201,? C TV 1, � 0j J EPEESEE jAW OkAbIblTiONAL �A 4.2011 REQUIREMENTS AND CONDITIO % nL� F REVIEWED BY: DATE: OM = FILE COPY , NOTICE OF COMMENCEMENT Tax Folio No. _ state of Florida_ County of Duval _ ,1-0 whom it May Concern: and 1n accordance with section 713 of The enders netudthe he tol#t ing rfi rmatn improvementsby infmms vou that t d n th+Nt)T�to FC)MMI-NCF R?'NT' ' the Florida. to -- 1'etat M..% tion nf_Frrcr tt) hems improved: 1.411tt;,"a4 tik k t st lva Marina Address of prtgwrt+ heinr improved: 177 #''"street Atlantic Beach,F#. 32233 General dewription ol,i tprov°enuntd: ct)It�tntct�rti'eII rtxrCencltriurc (tt3ner: wil#iam or Allnc l ornson_ Address: _ 1,(tj 7 tlighlatid"len Wad S- #ax.. interest in site Of the improvetrnnt: fc titmplr Doc#2008268580,OR BK 14675 Page 2363, Fcr simply i itlel)t)ider of c►thrtr than tl�nerl: Number Pages:1 Recorded 10/21/2008 at 03:55 PM, Name. JIM FULLER CLERK CIRCUIT COURT DUVAL COUNTY ratttr.-rctor. prccisitm One 0kve1OPmr1rt . __ RECORDING$10.00 Addres$: po Box`15(}34(1 Jax..Ft: 32235 t'3X No: 'letrphaw No.: 5ttnt} #if an}t Amount of Bond t wx No: tr;kpht)tti Ivio: l Narrre and address of aIIN person n1:1kin�a loantot the comtrucKitut of the itnprovetnt nts Nalive: Address: Fax No: . ,tett within the Starr oC!lorida,other than himself,tlesit�Itatcd h� owner tlPtnt v►•fium nt►tict"+Or otfie.�r v41)t.Utn`nt4 Wray he Na me►)t 1nK sewed: Nat iv. Address: _ Fax Nn: _. I elephone No: n Se do Itt addition to fiimKti: t+„Iter de+i nates the folhiwinp- person to receive a copy Of the t.ic�tli)r's Notice :s Provided i '1:,11f�1 tihi.l'It)rida statue~. [E ill in at(1i{nt'r"x option) :'Address: 1 #epht,nr'sio _. Fax No date tet'hotic<ttt'C'omnrencc meat tt#1e expitatton date is one(1#frac 1rt�m the date Of r.rocdinr;unlc<,a dil'9i rent darti 13 t.xPrralion d. 1`111fi*ftpAC'F.FOR RECORDER'S USE ONLY OWNER 1 tat. KAZ {there tete this rim d,ry „t t�O V,�'(�R�'••�� ()f Hortda..hos FWra)nall% 1PKAf%:d .Q •; !Vntat� (hthlic at#.trzc.st:ttc ui 1,14 s� nt + )uvt t(9d I Q•• • bell %1v ctsnimi siun.xt►rrrs: _ • . ` l►,,r�,nall�ttltc)>tin � C{3g t-�'3 •t Isr�tJucctil Wrntlllt.ttltrn: a2Di d 09 o asap • c��c EO' TE O F 1 � CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD J r ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 INSPECTION EMAIL REQUEST: Building-deptawab_us Application Number . . . . . 08-00000326 Date 3/ Property Address . . . . . . 377 12TH ST Application type description SWIMMING POOL/SPA Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 40000 ------------------------------------------------ ------- Application desc INSTALL SWIMMING POOL ---------------------------------- - -------------- ---- Owner Contractor - ------------- - - ---- - - --- ------------- -------- -- TOMSON POOLS BY JOHN GARNER, INC . 4049 BUCKSKIN TRAIL E. ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32277 (904) 743-2060 -- --- -------- Permit . . . . . . BUILDING PERMIT Additional desc . Permit Fee 230 . 00 Plan Check Fee 1 . 00 Issue Date . . . Valuation 4 00 Expiration Date . . 9/15/08 ---------- ------ --- -------- ---------- - --- ------ ----------- -_-_ -�- Special Notes and Comments f1 *2004 FLROIDA BUILDING CODE W/ 105- 106 SUPPLEMENTS . 2004 FLORIDA BUILDING CODE - RESIDENTIAL. 2005 NATIONAL ELECTRICAL CODE. REQUIRED INSPECTIONS : *POOL STEEL *ELECTRICAL GROUNDING AND BONDING *FINAL (PUMPS MUST BE RUNNING FOR FINAL) ------------------------------------ --------- - ------------ ---- -- ----- ------- Fee summary Charged Paid Credited Due ----- ---------- ---------- Permit Fee Total 230 . 00 230 . 00 . 00 . 00 Plan Check Total 115 . 00 115 . 00 . 00 . 00 Grand Total 345 . 00 345 . 00 . 00 . 00 t PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. .S ✓, CITY O ATLANTIC BF-AC� PERMIT t+fAPPLICATION ING / ZONING DEPARTMENT z� �f 000 Seminole Road ��•.= :.: Atlantic Beach,Florida 32233 (904)247-50000 J' (404)247-5045 Fax M www.coab.us 1 APPLICATION TRACKING FORM R- UIRMDE : Q Y NG �� f�� 1 � NG Property c��r�ss: z ORKSApp»can$: obhr� �'arrr�rO LMESy _.P'T.PF'®;��$: ' �'"� Y FE�'� N -APPROVAL DATE w REQUIRED AGENCY: RECEIVED BY: INITIAL' Z uui y N D.E.P HUFSTEfLER 0 y N S.J.R.W-M. CARPER a w� y ,y APJ\JIY CORPS of ENG CAPPER O y N HOTELS&RESAURANTS HUF5TE1l ER APPLICATION STATUS DA AP D TIAL DA CIRCLE ONE $I BUILDING / a ® 1ST REV PLANNING ® 2ND REV BUILDING PUBLI UB C S DEPT. PUBLIC SAFETY ® ® 3RD REV CITY OF ATLANTIC BEACH O'lI y 800 SEMINOLE ROAD,ATLANTIC BEACH,FL 32233 rsl OFFICE:(904)247.5826•FAX NO.:(904)247-5845 ' BUILD1NG-OEPT@COAB.US BUILDING PERMIT APPLICATION DUVAL COUNTY 1.JOB ADDRESS: 2.VALUATION OF WORK 3.SQ.FT.UNDER ROOF 3-)I 'Zrn Atlantic Beach, FL 32233 00,00c) 4.LEGAL DESCRIPTION: 5,CLASS OF WORK 6.USE OF STRUCTURE: q ❑NEW BUILDING ❑DEMOLITION RESIDENTIAL LOT 'LOCK 1_SUB DIVISION Se tUQ r` r� ' ❑ADDITION ❑CONVERTING USE ❑COMMERCIAL 7.DESCRIPTION OF WORK ❑ALTERATION ❑ACCESSORY BLDG. 8.FIRE SPRINKLER Const t�Y swomr a 01 t s a ❑MOVE 'THEROOL I A ❑YES ❑WA ❑MOVE ❑OTHER ❑NO PROPERTY OWNER: CONTRACTOR: ARCHITECT/ENGINEER: 9.NAME: 15.COMPANY NAME: 23 COMPANY NAME: William and Ann Tomson Pools by John Garner,Inc. 16.NAME: 24.LICENSEE NAME: John N.Gamer,Sr. 10,ADDRESS. 17.STATE OF FLORIDA LICENSE NO.:CPC 049389 25.STATE OF FLORIDA LICENSE NO.: 377 12th Street Atnatic Beach,FL 32233 18.ADDRESS: 26.ADDRESS: 1540-6 Monumard Road Jacksonville,FI 32225 11 OFFICE PHONE: 12.FAX NO.: 19.OFFICE PHONE: 20.FAX NO.: 27.OFFICE PHONE: 28.FAX NO.: 904-992-2037 904743-2060 904-745-6150 13.CELL PHONE: 21.CELL PHONE: 29.CELL PHONE: 302-377-2139 904-545-7879 14,EMAIL ADDRESS: 22.EMAIL ADDRESS: 30.EMAIL ADDRESS: arner ools COMCast_net FEE SIMPLE TITLE HOLDER: BONDING COMPANY-' MORTGAGE LENDER: (IF OTHER THAN OWNER) 31 NAME: 33.NAME: 35.NAME: 32 ADDRESS: 34.ADDRESS: 36,ADDRESS: 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 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,Welts,Fumaces,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. 222 WARNING TO OWNER: 222 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. OWNER or AGENT CONTRACTOR (If Agent,Power of Attorney or Agency Letter Required) A (Qualifier Orgy) Signed: Dale: Signed: Date: Before me this _day of } c 1 �.-J 200 in the my of Beforeme daY of •2007 in the county of Duval,State of Florida,has personally appeared Duval,S4 Fbrida,has personally appeared herin by himself/herself end affirms that ail statements and declarations are herin by himself/herself and affirms that all statements and declarations are true and accurate. ff true and accurate. "T l l Notary Public at targe,State of ` , t% ,County of { )(; .• .i Not Public at Large,State of 16e A r�Countyof }J 1�L =f A ❑Personally Known Lf gFersonally Known ❑Produced IdenfificaUon. j'C'�J y !J -Y3 �' !l 9 -� ❑Produced Identification A elf=tr1 `�- Notary Signature: _ Notary Signature: ' r..,"'.. VALERIE J PRITCHETT �o•�"•PL,,, VALERIE J PRITCHETT .'i°• pc4'i wry Public-State of Florida c'°�� Notary Public-State of FlorMs 'r _ry;`?M'� On 20,20 COAG FORM BLDGOt:REVI rl •'=My Commission Expires Dec 28,201 sg »77' CrurtmiuiptL t DD 6253112-, Commission# OD 625312 •1,;%�r°Fnp" BptdadTtllOuphNMlOfLolllOWr �''•'%,°�;�`' , Bonded Thro*Naliorlal NotaryApo. CITY OF ATLANTIC BEACH PERMIT - S J BURMING / ZONING DEPARTMENT APPLICATION 000 Seminole Road V� D s •.-:x Atlantic Beach,Florida 32233 D„la� (904)247-5000 (904)247-5845 Fax wwvv.coab.ns APPLICATION TRACKING FORM R UIRED DEPT: Y N PLANNING propel Address z N PUBLIC WORKS � � �; b��, Jbhn 1 N PUBLICUTILITIES Y FIRE DEPT. Project: T bb l Y N PUBLIC SAFETY -APPROVAL DATE w REQUIRED AGENCY: RECEIVED BY: INITIAL' Z UJy N D.E.P HUFSTETLER Q y N S.J-R.W_M. CARPER w y N ARMY CORPS of ENG CARPER o Y N HOTELS&RESAURANTS HUFSTETLER APPLICATION STATUS DA AP REVIEWED BY: INITIAL' D CIRCLE ONE: SITE BUILDING ® ® 1ST REV pLA ING ® 2ND REV B ILDING PUBLIC WORKS PUBLIC UTILITIES FIRE DEPT. PUBLIC SAFETY ® ® 3RD REV CITY OF ATLANTIC BEACH 07- I I I I I �'- 800 SEMINOLE ROAD,ATLANTIC BEACH,FL 32233 i s i OFFICE:(904)247-Ei8Z8•FAX NOA904)247-5845 v\ BUILDING-DEPT@COAB.US BUILDING PERMIT APPLICATION DUVAL COUNTY 1.JOB ADDRESS: ( L 2.VALUATION OF WORK 3 SQ.FT.UNDER ROOF 3o 'Zn, p� �` Atlantic Beach, FL 32233 t4O I0Dc) 4.LEGAL DESCRIPTION: S.CLASS OF WORK S.USE OF STRUCTURE A6 ❑NEW BUILDING [3 IAL DEMONON RESIDENT LOT 3BLOCK 1_SUB DIVISION SetUQ rJ11004i 1+ ' ❑ADDITION ❑CONVERTING USE ❑COMMERCIAL 7.DESCRIPTION OF WORK [I ALTERATION ❑ACCESSORY BLDG. B.FIRE SPRINKLER: YAC � C Sf t ❑REPAIR �OOL I SPA ❑YES ❑NIA collsi(Lx_� wl�fm«C of �, sP Cl (3 MOVE ❑OTHER 0 N PROPERTY OWNER: CONTRACTOR: ARCHITECT I ENGINEER: 9.NAME: 15.COMPANY NAME: 23.COMPANY NAME: William and Ann Tomson Pools by John Garner,inc- 16.NAME: 24.LICENSEE NAME: John N.Garner,Sr. 10.ADDRESS. 17.STATE OF FLORIDA LICENSE NO.:CPC 049389 25.STATE OF FLORIDA LICENSE NO. 377 12th Street Atnatic Beach.FL 32233 18.ADDRESS: 26.ADDRESS: 154"Monument Road Jacksonville,FI 32225 11.OFFICE PHONE 12.FAX NO: 19.OFFICE PHONE: 20.FAX NO.: 27.OFFICE PHONE: 28.FAX NO.: 904-992-2037 904-743-2060 904745-6150 13.CELL PHONE 21.CELL PHONE: 29.CELL PHONE: 302-377-2139 904-545-7879 14.EMAIL ADDRESS: 22.EMAIL ADDRESS: 30.EMAIL ADDRESS: arner ools a)comcast.net FEE SIMPLE TITLE HOLDER: BONDING COMPANY: MORTGAGE LENDER: (IF OTHER THAN OWNER) 31.NAME: 33,NAME: 35.NAME: 32.ADDRESS: 34.ADDRESS: 36.ADDRESS: 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 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 sox(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,Wells,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. 222 WARNING TO OWNER: 222 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. OWNER or AGENT CONTRACTOR (it Agent,Power of Attorney or Agency Letter Required) A (QuaVw Only) c'✓/` Date: Signed- 2, Signed: S' net: Date: Before me this - day of 200 in the my of Before me day of 2007 in the county of Duval,State of Florida,has personally appear ` Duval,S of Florida,has personalty appeared herin by himself!herself end 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. Notary Public at Large,State of \ L=(� f `,County of �:_',• .t t-- Notary Public at Large,State of / 1b�+��County of ❑Personally Known gFersonally Known ❑Produced Identification( 3 - 7/ ! -0 ❑Produced Identification A y ---- Notary Signature: ___'V Notary Signature: `" `- P� VALERIE J PRITCHETT °' a b% Notary Public-State of FWd to P`i,, VALERIE J PRITCHETT + °+ 20 't-% Notary Public-State of Florida 'P F �' My Commission Expires Dec 28,201 %j,� , Commission S DD 625382 COAG FORM BLDG01:REVI t}) a ,11 BwdedTim*NO"NohryAm %.ter Commission 8 DD 625312 """""��,`` •f•9�,`.:• Bonded Ttrro*NaBo W Notary Awn. L� CITY OF ATLANTIC BEACff A PPLICATION V � INC / ZONING DEPARTMENT 000 Seminole Road Atlantic Beach,Florida 32233 �- 7 (904)247-x$00 l l Jsil�r (904)247-5845 Fax . www.coab.us APPLICATION TRACKING FORM R UIRED DEPT: �j QN PLANNING /�� l � 1� Lz BUILDING Property Address- F- N PUBLIC WORKS /��� � J.bhn r � N . PUBLIC UTILITIES (J Applicant: l Y FIRE DEPT. Project- Y N PUBLIC SAFETY N -APPROVAL DATE: w REQUIRED AGENCY: RECEIVED BY: INITIAL: ww. Y N DEP HUFSTETLER 0 Y N S.J.R.W.M. CARPER Lu }( N APJW CORPS of ENG CAPPER O Y N HOTELS&RESAURANTS TL. HUFSTEER APPLICATION STATUS REVIEWED BY: INITIAL: DATE: CIRCLE ONE: SITE BUILDING DA AP ® ® 1 ST REV PLANNING ® ® 2ND REV BUILDING PUBLIC WORKS PUBLIC UTILITIES FIRE DEPT, PUBLIC SAFETY ® ® 3RD REV - . . .a • [1 ARAE / CITY OF ATLANTIC BEACH 07- 800 SEMINOLE ROAD,ATLANTIC BEACH,FL 32233 OFFICE:(9G4)247-5826 0 FAX NO.J904)247-5845 /f7 BUILDING-DEPT@COAB US BUILDING PERMIT APPLICATION DUVAL COUNTY 1.JOB ADDRESS. 2.VALUATION OF WORK. 3 SO FT UNDER ROOF Atlantic Beach, FL 32233 I C 4.LEGAL DESCRIPTION: 5.CLASS OF WORK. 6.USE OF STRUCTURE: zC 3° ❑NEW BUILDING ❑DEMOLITION RESIDENTIAL LOT' O_B)LOCK L SUBDIVISION Sf;IUCt t(� .I ' ❑ADDITION ❑CONVERTING USE ❑COMMERCIAL 7.DESCRIPTION OF WORK ❑ALTERATION ❑ACCESSORY BLDG. B.FIRE SPRINKLER: '/� ❑REPAIR POOL/SPA C3 YES ❑N/A t aj C(DiAs SLuIImri1 1(1 CC �, S C1 ❑MOVE ❑OTHER ❑NO PROPERTY OWNER: CONTRACTOR: ARCHITECT I ENGINEER: 9.NAME: 15.COMPANY NAME: 23.COMPANY NAME: William and Ann Tomson Pools by John Garner,Inc. 16,NAME: 24.LICENSEE NAME. John N.Garner,Sr. 10.ADDRESS: 17.STATE OF FLORIDA LICENSE NO CPC 049389 25,STATE OF FLORIDA LICENSE NO.: 377 12th Street Atnatic Beach,FL 32233 18.ADDRESS: 26.ADDRESS: 1540-6 Monument Road Jacksonville, FI 32225 11,OFFICE PHONE: 12.FAX NO.: 19.OFFICE PHONE: 20.FAX NO.: 27.OFFICE PHONE: 28.FAX NO 904-992-2037 904-743-2060 904-745-6150 13.CELL PHONE 21.CELL PHONE 29 CELL PHONE. 302-377-2139 904-545-7879 14.EMAIL ADDRESS: 22.EMAIL ADDRESS: 30.EMAIL ADDRESS: arner ools gcomcast.net FEE SIMPLE TITLE HOLDER: BONDING COMPANY: MORTGAGE LENDER: (IF OTHER THAN OWNER) 31 NAME 33 NAME 35.NAME: 32 ADDRESS: 34.ADDRESS 36.ADDRESS 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 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,Wells,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. 222 WARNING TO OWNER: 222 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 d. LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. 0 CONTRACTOR _..: :r-az ualdier Only) I ecil 1 Signed: r' YEA ` 1f Signed: Date: of Before me this!= ? to the nty f Before me my Duval,S7t@ ff DIT N ' ; Duval,Std*of Florida,has personally a �� 3 R affirms that all statements and declarations are herin by himself/herself and affirms that all statements and declar -- ----'— –' true and accurate. Notary Public at Large,State of �r ,County of . V Notary Public at Large,State ofounty of s ❑Personally KnownI.•Fersonally Known _ �-� �- -y3 - 9 Q ❑Produced Identificat rhl ❑Produced Identification- Notary Signature: Notary Signature: 1 7 I " VALERIE J PRITCI1111ft d 111111111111116 �`1�P�PUB�i � � • `.�. tr"p'�e(, VALERIE J PRITCHETT E �� d Notary Public- State of Floddis • COAB FORM BLDG01:REVI (# c My Commission Expires Doc n,201 '%;+rf � � Commissim N DD 62W2 or n,,.•` Bonded Thm*NIrMrIN�► -., � Commission 0 DD 625342 10,'F. � 4a J �,e °''� 5 XV Bonded Ttwouph Nsflonat Notary Am. Doc # 2008062641, OR BK 14416 Page 1410, Number Pages: 1, Filed & Recorded 03/11/2008 at 02:57 'PM, JIM FULLER CLERK CIRCUIT COURT DUVAL COUNTY RECORDING $10.00 NOTICE OF COMMENCEMENT State of Florida Tax Folio No. County of Duval To Whom It May Concern: The undersigned hereby informs you that improvements will be made to certain real property,and in accordance with Section 713 of the Florida Statutes,the following information is stated in this NOTICE OF COMMENCEMENT. Legal Description of property being improved: Lot 38/39 Block I Selva Marina Unit i Address of property being improved: 377 12'b Street Atlantic Beach,FI 32233 General description of improvements:construct in-ground pool and Owner. William or Ann Tomson Address: 377 126 Street,Atlantic Beach,Fl 32233 13c':7 r, . Owner's interest in site of the improvement:Fee simple Fee Simple Titleholder(if other than owner): Ab Name: ctor:_Pools by John Gamer,Inc. Address: 1540-6 Monument Road Jacksonville,FL 32225 Telephone No.:_904-743-2060 Fax No: 904-745-6150 Surety(if any) Address: Amount of Bond S Telephone No: Fax No: Name and address of any person making a loan for the construction of the improvements Name: Address: Phone No: Fax No: Name of person within the State of Florida,other than himself,designated by owner upon whom notices or other documents may be served: Name: Address: Telephone No: Fax No: In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.06(2)(b),Florida Statues. (Fill in at Owner's option) Name: Address: Telephone No: Fax No: Expiration date of Notice of Commencement(the expiration date is one(1)year from the date of recording unless a different date is specified): THIS SPACE FOR RECORDER'S USE ONLY OWNERis N ` G Signed: . � Date: I ��lq Before me this day of 'r: /t-� i the County of Duval,State V jwoZ) Bi Of Florida,has personally appeared L9 t>D s uoitqupro� ,�� �•�3uq�upp��yq � ,,i sNotary Public at Large,State of Florida,County of Du ro N�1S-,n4„d oN , r? My commission expires: a131YJlllid f 31gnd Al '�•'';.,r;•'' Personally Known: or Produced Identification: N COAG FORM BLDG01:REVISED-1 22/2008 FILE COPY CITY OF ATLANTIC BEACH 07 I I I I '�-�'r 800 SEMINOLE ROAD,ATLANTIC BEACH,FL 32233 OFFICE:(904)247-5826•FAX NO.:(904)247-5845 BUILD ING-DEPT@COAB.US BUILDING PERMIT APPL-ICATI04 DU VAL COUNTY 2.VALUA�]O=WNOF WORK 3.SO.FT.UNDER ROOF 1.JOB ADDRESS: Atlantic Beach, FL 32233 ��� 5.CLASS OF WORK 6.USE OF STRUCTURE: 4,LEGAL DESCRIPTION: RESIDENTIAL ��36, C('' /•, n ❑NEW BUILDING � DEMQLJ�it7N LOT_BLOCK SUB DIVISION Sal)CL f, � V� I ' 0 ADDITION 0 CONVERTING USE ❑COMMERCIAL ❑ALTERATION 0 ACCESSORY BLDG, 8.FIRE SPRINKLER: 7.DESCRIPTION OF WORK I-]REPAIR )iit'POOL/SPA 0 YES 0 NIA O-C)IAS-hwcLJW(M ac( I)�VOI �, I-I MOVF 0OTHER I rl Nn PROPERTY OWNER: CONTRACTOR: ARCHITECT I ENGINEER: 9,NAME: 15.COMPANY NAME: 23.COMPANY NAME: William and Ann Tomson Pools by John Garner,Inc. 24.LICENSEE NAME: 16.NAME: John N.Garner,Sr. 10.ADDRESS: 17.STATE OF FLORIDA LICENSE NO.:CPC 049389 25.STATE OF FLORIDA LICENSE NO.: 377 12th Street 26 ADDRESS: Atnatic Beach,FL 32233 18.ADDRESS. 1540-6 Monument Road Jacksonville, FI 32225 11 OFFICE PHONE: 12.FAX N0. 19.OFFICE PHONE: 20.FAX NO.: 27.OFFICE PHONE: 28.FAX NO 904-992-2037 904-743-2060 904-745-6150 13.CELL PHONE. 21.CELL PHONE: 29.CELL PHONE. 302-377-2139 904-545-7879 14.EMAIL ADDRESS: 22.EMAIL ADDRESS: 30.EMAIL ADDRESS: Darner dols comcast.net FEE SIMPLE TITLE HOLDER: BONDING COMPANY: MORTGAGE LENDER: (IF OTHER THAN OWNER) 31.NAME. 33.NAME: 35.NAME: 32.ADDRESS. 34.ADDRESS: 36.ADDRESS: 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 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,Wells,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 finaied and prior to obtaining a certificate of occupancy or completion issued by the building official, as required by law. 222 WARNING TO OWNER: 222 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 ING, CONSULT E BEFORE DOUR HE FIRST INSPECTION. IF YOU INTEND TO OBTAIN LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE o OF COMMENCEMENT. OWNER or AGENT (qualifier Only) ;(IfAgent.Power of Attorney or Agency Letter Required) Signed: Date: ?f Signed: te: Before me this_day of fid• _,200 in the unty of Before me�t}t day of 2007 in the countfo Duval,State of Florida,has personally appearee- Duval,St of Florida,ha perso appeased :ice tt herf by Nmi3etrd WwIf and affirms that all stat--ents and declarations are herin by himself/herself and affirms that all statements and declarations are true and accurate. a a aecur e S-1 e ��� ` ''� tff Notary Public at Large,S to of_A� my of NOtul aK�e �-F`� personally Known 0 Perth n�r1y. • W/1 -Q 0 Produced Identification ��TR i L� Notary Signature: ryi ErvEn Bl': VALERIE J PRITCHETT ar PU;`�, Notary Public-State of FWW CFIETT �`� Notary Public Blatta of FIOfi� r•'MYCE>fpifKOeC�•� •2 My Commission Expires Dec 2t1,20111 =;� `9:F Cmaraaroission DD ti26.112 COAB FORM BLDG01:REVI yenO i•� �`, ®6nd/QTtM0U�1 01art�yAw1 Commission I DD 625312 °'�,°;�:• Banda C Through Nortal NCLtry Aw►. Doc # 2008062641, OR BK 14416 Page 1410, Number Pages: 1, Filed & Recorded 03/11/2008 at 02:57 'PM, .3IM FULLER CLERK CIRCUIT COURT DUVAL COUNTY RECORDING $10.00 NOTICE OF COMMENCEMENT State of Florida Tax Folio No. County of Duval To Whom It May Concern: The undersigned hereby informs you that improvements will be made to certain real property,and in accordance with Section 713 of the Florida Statutes,the following information is stated in this NOTICE OF COMMENCEMENT. Legal Description of property being improved: Lot 38/39 Block 1 Selva Marina Unit 1 Address of property being improved: 377 12tb Street Atlantic Beach,FI 32233 General description of improvements:construct in-ground pool and spa _ Owner: William or Ann Tomson Address: 377 12'b Street,Atlantic Beach,FI 32233 I3c;7 Owner's interest in site of the improvement:Fee simple Fee Simple Titleholder(if other than owner): „Q Name: ctor:_Pools by John Garner,Inc. Address: 1540-6 Monument Road Jacksonville,FL 32225 Telephone No.:_904-743-2060 Fax No: 904-745-6150 Surety(if any) Address: Amount of Bond S Telephone No: Fax No: Name and address of any person making a loan for the construction of the improvements Name: " Address: Phone No: Fax No: Name of person within the State of Florida,other than himself,designated by owner upon whom notices or other documents may be served: Name: Address: Telephone No: Fax No: In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in'Section 713.06(2)(b),Florida Statues. (Fill in at Owner's option) Name: Address: Telephone No: Fax No: Expiration date of Notice of Commencement(the expiration date is one(1)year from the date of recording unless a different date is specified): THIS SPACE FOR RECORDER'S USE ONLY OWNER Q Signed: w• Date: i the of Duval,State .U"VA roNPWN*WUP" Before n this day of '� n ..,�'J��.,,, - zks�a 00#uo+nNuuloO r;� Of Florida,has personally appeared OtM V 390 Shcg uop pO Aw a Notary Public at Large,State of Florida,County of Du al. RPM1jo swig•agpnd,wtoN ;, My commission expires: t of �� I0 or 113NO1RId r 31t13jri1 - °';,;+;,'••O�, Personally Known: _ _ MW Produced Identification•TSS �' q — COAG FORM 8LDG01:REVISED:IQ2=0B CITY OF ATLANTIC BEACHROAD J 800 SEMINOLE r} ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 08-00000326 Date 4/23/08 Property Address . . . . . . 377 12TH ST Application type description SWIMMING POOL/SPA Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 40000 --------------------------------------------- Application desc INSTALL SWIMMING POOL --------------------------------------------- Owner Contractor ------------------------ TOMSON POOLS BY JOHN GARNER, INC. 4049 BUCKSKIN TRAIL E. ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32277 (904) 743-2060 ------------------------------------------- Permit ELECTRICAL PERMIT Additional desc WIRE POOL Sub Contractor HABITAT ELECTRICAL CONTRACTORS 00 Permit Fee . . . . 75 . 00 Plan Check Fee . Issue Date . . . . Valuation . . . . 0 Expiration Date . . 10/20/08 --------------------------------------- Special Notes and Comments *2004 FLROIDA BUILDING CODE W/ 105- 106 SUPPLEMENTS . 2004 FLORIDA BUILDING CODE - RESIDENTIAL. 2005 NATIONAL ELECTRICAL CODE . REQUIRED INSPECTIONS : *POOL STEEL *ELECTRICAL GROUNDING AND BONDING *FINAL (PUMPS MUST BE RUNNING FOR FINAL) --------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- - Permit Fee Total 75 . 00 75 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 75 . 00 75 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. CITY OF ATLANTIC BEACH07 800 SEMINOLE ROAD,ATLANTIC BEACH,FL 32233 V4, OFFICE:(904)247-5826•FAX NO.:(904)247-5845 BUILDING-DEPT@COAB.US ELECTRICAL PERMIT APPLICATION DUVAL COUNTY 1.JOB ADDRESS: AS THIS A SUB PERMIT: 3,DATE ONO sk KYEES PERMIT#: Dg�ooDl�a3��o Y�z��o Atlantic Beach, FL 32233 PROPERTY OWNER: 4.NAME: 5.ADDRESS IF DIFFERENT FROM JOB ADDRESS: 6.PHONE. dv4 s-b N 1 199V - a°3 ELECTRICAL CONTRACTOR: NA OF OMPA Y: 8.ADDRESS.: t r A ', A k*,G k(0?,! VC,rn c�.K G R• w • z��. 9.STATE OF FLORIDA LICENSE NO: 10.CEJLL_HQN E: Q 11.FAX NO.. 12.EAIL ADDR SS: 13.OFFICE PHONE: 14. , ' � , ay -a oto 15.Application is hereby made to o tain a permit to do the work and installations as indicated. 1 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)mo s at any time after work is mmenced. CONTRACTORS SIGNATURE: 16.CLASS OF WORK: 17.SERVICE: 18.METER NUMBER: ❑ MULTI FAMILY-#OF UNITS: RESIDENTIAL SINGLE FAMILY ❑TEMP SERVICE ❑ COMMERCIAL ❑ADDITION ❑TRAILOR 19.BUILDING: 19.CURRENT CODE: ❑ALTERATION ❑SIGN ?%OLD ❑ NEW '05 NATIONAL ELECTRICAL CODE ❑ REPAIR ❑ POOL/SPA ❑ REWIRE ❑OTHER: LIST ALL ELECTRICAL WORK: 20.TYPE OF SERVICE: ❑ OVERHEAD ❑ UNDERGROUND ❑ UNDERGROUND UP POLE 21. NEW SERVICE: CONDUCTORS PER PHASE: ❑ POWER IS ON ❑ POWER IS OFF 22. SIZE OF CONDUCTOR: AMPICITY: ❑COPPER ❑ALUMINUM 23.SWITCH OR BREAKER SIZE: AMPS: PH: W: VOLT: RACEWAY SIZE: 24.EXISTING SERVICE SIZE: AMPS: PH: W: VOLT: RACEWAY SIZE: 25. FEEDERS: #OF AMPS: #OF AMPS: #OF AMPS: 26. LIGHTING FIXTURES: INCANDESCENT: FLUORESCENT& M.V.: 27. FIXED APPLIANCES: 0-30 AMPS: 31-100 AMPS: OVER 100 AMPS: 28. FIRE ALARM: ❑ YES ❑ NO 29-31 DO NOT APPLY TO NEW SINGLE FAMILY,MULTI-FAMILY AND ROOM ADDITIONS 29. SMOKE DETECTORS: NUMBER: 30. RECEPTACLES: 0-30 AMPS: 31-100 AMPS: OVER 100 AMPS: 31. SWITCHES: 0-30 AMPS: 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: / oc)L F/pec 4-ric., COAB FORM BLDG02.REVISED:8/13/2007 CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Oil ; (� Application Number 81 . . . . . 087002TH3ST to 3/ Property Application type description MECHANICAL ONLY i I, Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 ----------------------------------------- --------------- - - - - - - - -- -- ----- -- -- Application desc new 1pg 250 gallons --------------------------------------------------------------------------- - Owner Contractor - ---------- ------------ -- ----------------------- TOMSON PROGASCO, CORP. 7709 ALTON AVE . ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32211 (904) 721-5431 ---------------------------- ------------------------------------------------ Permit . . . . . . MECHANICAL PERMIT Additional desc . . Permit Fee . . . . 70 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . 0 Expiration Date 9/21/08 --- ------------------------ ------------------- ---- -------�-' ----- li ' Fee summary Charged Paid Credited Due F Permit Fee Total -----70 . 00 ----- ------- 70 . 00 . 00 ----.0 I! I rPlan Check Total . 00 . 00 . 00 0 Grand Total 70 . 00 70 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AN6 IRE FLORIDA BUILDING CODES. CITY OF ATLANTIC BEACH I I I I 800 SEMINOLE ROAD,ATLANTIC BEACH,FL 32233 08 OFFICE:(904)247-5826•FAX NO.:(904)247-5845 BUILDING-DEPT@COAB.US MECHANICAL PERMIT APPLICATION DUVAL COUNTY 1.JOB ADDRESS: 2.IS THIS A SUB PERMIT: // 3.DATE: ❑NO YES PERMIT#: -3 PROPERTY OWNER: 4.NAME: 5.ADDRESS IF DIFFERENT FROM JOB ADDRESS: 6.PHONE: MECHANICAL CONTRACTOR: 7.N7�OF CO ANY: 8.ADDRESS.: ! 120 ASC GJ� 770 9 AZ761v A U 6 9.STATE OF FLORIDA LICENSE NO: 10.CELL PHONE: 11.FAX NO.: 7 r - sN 60 721-S ;737 12.EMAIL ADDRESS: Pea C Ase o co/"pj 13.OFFICE PHONE: 14. 7 Z , S y.3 j 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.CLASS OF WORK: 16.BUILDING: 17.SERVIC 18.CURRENT CODE: NEW INSTALLATION EW YIRESIDENTIAL --111'06 FLORIDA BUILDING CODE- 0 REPLACEMENT OF EXISTING SYSTEM ❑EXISTING ❑COMMERCIAL MECHANICAL ❑ALTERATION/ADDITION TO EXIST SYSTEM ❑REPAIR 11 OTHER MECHANICAL EQUIPMENT TO BE INSTALLED: 19. HEAT: ❑ SPACE ❑ RECESSED ❑ CENTRAL ❑ FLOOR BURNERS: 20.AIR CONDITIONING: ❑ ROOM ❑ CENTRAL 21. DUCT SYSTEM: MATERIAL: THICKNESS: MAX CAPACITY: Cfm 22. REFRIGERATION: MAX CAPACITY: Cfm 23.COOLING TOWER: CAPACITY: gpm 24. FIRE SPRINKLER: NUMBER OF HEADS: 25. LIFT SYSTEM: ELEVATOR: MANLIFT: ESCALATOR: AUTOLIFT: 26. COMMERCIAL HOOD NUMBER: 27. FIREPLACE: PREFABRICATED: MASONRY: 28. IRRIGATION: ❑ PUMP ❑WELL ❑ PIPING 29. GAS PIPING: #OF OUTLETS: ❑GAS AHU: ❑GAS WATER HEATER: 30.OTHER-SPECIFY: SOLAR HEATING, BOILERS,UNFIRED PRESSURE VESSEL,HEAT EXCHANGER OR COIL IN DUCTS ETC. VALUE FOR OTHER ITEMS: 31.COOLING EQUIPMENT: NUMBER AIR CONDITIONING REFRIGERATION EQUIPMENT CONDENSORS.ETC. APPROVING OF UNITS DESCRIPTION MODEL# MANUFACTURER TONS AGENCY 32.HEATING EQUIPMENT: FURNACES BOILERS FIREPLACES AIR HANDLERS ETC. NUMBER APPROVING OF UNITS DESCRIPTION MODEL# MANUFACTURER BTU AGENCY 33.TANKS: TYPE LIQUID APPROVING NUMBER GALLONS CONTAINED MANUFACTURER SERIAL# AGENCY COAB FORM BLDG04:REVISED:1/10/2008 i r CITY OF ATLANTIC BEACH 800 SE UNOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 06-00034465 Date 12/19/06 Property Address . . . . . . 377 12TH ST Application type description TREE PERMIT Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 ---------------------------------------------------------------------------- Application desc TREE REMOVAL ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ TOMSON OWNER ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233 ---------------------------------------------------------------------------- Permit . . . . . . TREE PERMIT Additional desc . . Permit Fee . . . . . 00 Plan Check Fee . 00 Issue Date . . . . 12/19/06 Valuation . . . . 0 Expiration Date . . 6/18/07 ---------------------------------------------------------------------------- Special Notes and Comments APPROVAL TO REMOVE 1-25" MAGNOLIA IN THE INTERIOR ZONE, 1-29 " LAUREL OAK AND 1 10 : SABAL PALM IN THE EXTERIOR ZONE. THE LAUREL OAK AND SABAL PALM DO NOT REQUIRE MITIGATIONDUE TO BEING DISEASED, THE 25" MAGNOLIA SHALL BE MITIGATED WITH 12 . 5 " OF HARDWOOD ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total . 00 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total . 00 . 00 . 00 . 00 PE I APPROVED Y IN ACCOYAP:�IVI ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILD CODES. 'C yl`l�f CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD `J r ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 INSPECTION EMAIL REQUEST: Building-dept c coab.us Application Number . . . . . 07-00000621 Date 1/09/08 Property Address . . . . . . 377 12TH ST Application type description SINGLE FAMILY RESIDENCE Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 450000 ------------ --- -------- ------------- ---------- --- - ---- -- ---- ---------------- Application desc NEW RESIDENTIAL ----- - ----- --- -- --- -- -- -- --- ---------------- ------------- -- --- - -- -------- --- Owner Contractor ----------- ------ ------- ------------ - -- --------- TOMSON, WILLIAM & ANNE GAMEL CONSTRUCTION CO. , INC. 13057 HIGHLAND GLEN WAY S . 1223 TRAILWOOD DRIVE NEPTUNE BEACH FL 32266 NEPTUNE BEACH FL 32266 (904) 241-7009 --------------- ------ Structure Information 000 000 ---------------------- Construction Type . . . . . TYPE 5-A Occupancy Type . . . . . . RESIDENTIAL Flood Zone . . . . . . . . ZONE X -------------------------------------------------------------------- -------- Permit . . . . . . MECHANICAL PERMIT Additional desc INSTALL 3 HP & 3 AHU Sub Contractor ENVIRONMENTAL A/C SERVICES, INC Permit Fee . . . . 125 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 7/07/08 -------------------- -------------------- -- ----- ---- --- ------------ ---------- Special Notes and Comments *2004 FLROIDA BUILDING CODE W/ 105- 106 SUPPLEMENTS . 2004 FLORIDA BUILDING CODE - RESIDENTIAL. 2005 NATIONAL ELECTRICAL CODE. *PROVIDE FINAL ELEVATION CERTIFICATE PRIOR TO C.O. *SUBMIT "CERTIFICATE OF COMPLIANCE" BY A LICENSED PEST CONTROL COMPANY PRIOR TO C.O. *EMAIL INSPECTION REQUESTS TO: BUILDING-DEPT@COAB.US Planning & Zoning approval for house only. Pool and Fence/walls require separate permits . Water and sewer services are existing. A sewer cleanout must be installed at the property line . Cleanout must be covered with an RT1 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 . PERMIT APKOER%NFY PIKCO AN j1Qy j ICPW ORA&A rki§]A§D THE FLORIDA BUILDING CODES. �s=''L`>> CITY OF ATLANTIC BEACH 08- I I I I I ;•3' „y 800 SEMINOLE ROAD,ATLANTIC BEACH,FL 32233 • `�p� OFFICE:(904)247-58260 FAX NO.:(904)247-5845 BUILDING-DEPT@COAB.US MECHANICAL PERMIT APPLICATION DUVAL COUNTY JI•�_ 1.JOB ADDRESS: 2.IS THIS A SUB PERMIT: 3.DATE: 0 NO �YES PERMIT#: L ly- Atlantic Beach FL 32233 PROPERTY OWNER: 5.ADDRESS IF DIFFERENT FROM JOB ADDRESS: 6 PHONE 4 NAME r oM = t� = C ��1 +H T T MECHANICAL CONTRACTOR: 8.ADDRESS.: 7.NAME OF COMPANY: Q y► c n u - 0 !)! A:.4 10CELL PHONE: 11.FAX NO.: . 9.STATE OF FLORIDA LICENSE N0: �-1 _ o C Os, u 2CA 14. 12.EMAIL ADDRESS: 13.OFFICE PHONE: 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 an a wo is c enced. CONTRACTORS SIGNATURE: 15.CLASS OF WORK: 16.BUILDING: 7.SERVICE: 18.CURRENT CODE: EW ARESIDENT '06 FLORIDA BUILDING CODE NEW INSTALLATION ❑ REPLACEMENT OF EXISTING SYSTEM ❑ EXISTING ❑COMMEIAL MECHANICAL ❑ALTERATION/ADDITION TO EXIST SYSTEM ❑OTHER ❑ REPAIR MECHANICAL EQUIPMENT TO BE INSTALLED: 19. HEAT: ❑ SPACE ❑ RECESSED ()R CENTRAL ❑ FLOOR BURNERS: 20.AIR CONDITIONING: ❑ ROOM A CENTRAL MAX CAPACITY: 00 cfm 21. DUCT SYSTEM. MATERIAL: L THICKNESS: �?C� C�l�• - 22. REFRIGERATION: MAX CAPACITY: Cfm 23. COOLING TOWER: CAPACITY: 9Pm 24. FIRE SPRINKLER: NUMBER OF HEADS: 25. LIFT SYSTEM: ELEVATOR: MANLIFT: ESCALATOR: AUTOLIFT: 26. COMMERCIAL HOOD NUMBER: 27. FIREPLACE: PREFABRICATED: MASONRY: 28. IRRIGATION: ❑ PUMP ❑WELL ❑ PIPING 29. GAS PIPING: #OF OUTLETS: ❑ GAS AHU: ❑ GAS WATER HEATER: 30.OTHER-SPECIFY: SOLAR HEATING, BOILERS,UNFIRED PRESSURE VESSEL,HEAT EXCHANGER VALUE FOR OTHER ITEMS: OR COIL IN DUCTS ETC. 31.COOLING EQUIPMENT: AIR CONDITIONING REFRIGERATION EQUIPMENT,CONDENSORS ETC. APPROVING NUMBERMODEL# MANUFACTURER TONS AGENCY OF UNITS DESCRIPTION 32.HEATING EQUIPMENT: FURNACES BOILERS FIREPLACES AIR HANDLERS ETC. APPROVING NU MODEL# MANUFACTURER BTU AGENCY OF UNITS DESCRIPTION N� H V L 33.TANKS: A IN Y I UI NUMBER GALLONS CONTAINED MANUFACTURER SERIAL# AGENCY COAB FORM BLDG04:REVISED:1/8/2008 �1 , r CITY O ATLANTIC BEACH ; �� � ��G/ ��I �DSP l A;L7 r t 800 Seminole Road :.:.. �r Atlantic Beach,Florida 32233 hh (904)247-x800 (904)247-5845 Fax www.coab.us APPLICATION TRACKING FORM REQUIRED DEPT: Y N PLANNING N ILDING Property Address: 6 z y PUBLIC WORKS O Applicant: � PI PUBLIC UTILITIES w y N FIRE DEPT. Y Id PUBLIC SAFETY Project- N APPROVAL w REQUIRED AGENCY: RECEIVED BY: INITIAL DATE WW Y N p E p HUFSTETLER Cr y N S.J.R.W.M. CARPER i� y N ARMY CORPS of ENG CAPPER O y N HOTELS&RESAURANTS ryUFSTETLER APPLICATION STATUS DA AP IEWED BY: INI L: D E CIRCLE ONE: SITE BUILDING / ® 1ST REV PLANNING/ ® ® 2ND REV ® ® ' BUiLDlNG PUBLIC WORKS PUBLIC UTILITIES FIRE DEPT. PUBLIC SAFETY ® ® 3RD REV ,.,. ,w_ _ �----- -- �"-_ u�___v�e_...ra_.___..a-.._,..,¢...r.,...e..,.,a. A•e�.,,.> ,.�,��,�..��Fr,rnAnv aem�aatrax�aFl$ra nau1IAA$Tn&y �n��Rd�9_ BP255UO2 CITY OF ATLANTIC BEACH 5/09/07 Application Tracking Action Log Maintenance 13 : 29: 12 Application number . . . . . 07 00000621 Address . . . . . . . . . . . 377 12TH ST Application type . . . . . SINGLE FAMILY RESIDENCE Revision number . . . . . . . Path/step/seq . . . . . . . A 01 00 Agency . . . . . . . . . . PLANNING & ZONING Type information, press Enter. Action date . . . . . . . . 50907 Action by (F4) . . . . . . SD Action code (F4) . . . . . AP Time spent (hours) . . . . . 00 Correction report item . . N Y=Yes, N=No 1=Add new comment 2=Change comment 4=Delete comment Opt Seq Comments Print _ 1 . 00 Planning & Zoning approval for house only. Pool and Y Fence/walls require separate permits . _ 2 . 00 _ Bottom F3=Exit F4=Prompt F9=Add std comment F12=Cancel F21=User defaults CITY OF ATLANTIC BEACH PERMIT BUILDING / ZONING DEPARTMENT F PLICATION # 800 Seminole Road ` Atlantic Beach,Florida 32233 � QIY�I (904)247-5800 (904)247-5845 Fax www.coab.us ,1.4 7 r11, APPLICATION TRACKING FORM 1�Q> REQUIRED DEPT: N PLANNING ��� I� O {(' N UILDING Property Address: - Z P N PUBLIC WOR � �,��/ �D O N PUBLIC UTILITIES Applicant: U .� l' a a nI p� Y N FIRE DEPT. Project: 'VK/W }�"1�-rteM�� Y N PUBLIC SAFETY U) *REQUIRED APPROVAL RECEIVED LU GENCY: BY: INITIAL: DATE: wwD.E.P HUFSTETLER Q .J.R.W.M. CARPER LU� CORPS of ENG CARPER OOTELS& HUFSTETLER SAURAI APPLICATION STATUS DEPT: SITE BUILDING DA AP REVIEWED BY: INITIAL: DATE: 1 ST REV ❑ ❑ PLANNING& ❑ ❑ 2ND REV ❑ ❑ DOERR/HALL ZONING 3RD REV ❑ ❑ 1 ST REV ❑ ❑ A BUILDING DEPT. ❑ ❑ 2ND REV ❑ ❑ 3RD REV ❑ ❑ e 1ST REV Se ❑ S l� o? PUBLIC WORKS ❑ 2ND REV ❑ CARPER 3RD REV ❑ ❑ 1 ST REV ❑ ❑ PUBLIC UTILITIES ❑ ❑ 2ND REV ❑ ❑ KALUZNIAK 3RD REV ❑ ❑ 1 ST REV ❑ ❑ DE FIRE DEPT. 11 ❑ 2ND REV —1 ® F NTER TO 0 3RD REV ® ❑ Return this form to the Building Department once you have entered your comments into the AS400. Public Works Plan Review Comments Date: Initials: Project Name/Address: 311 ! )--T�-'s -F Application/Permit#: -7 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 pre-constriction topographic survey prepared by a Florida Licensed ❑ Professional Land Surveyor, showing 1' 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 Q' Section 24-66(b). (5ea attic edjufb- Sit) 0,79;- c,,hlr" ?� / )"ed If on-site storage is required,a post construction topographic survey do meeting proper ❑ construction will be required. A Right-of-Way Permit must be obtained. 1,r" A Revocable Encroachment Permit must be obtained for ❑ Pool–Wellpoint(if used)must discharge into vegetated area 1.0' minimum frons 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 ove eet in a ion from the center of the s own on t plans. �ccy ga�7 ✓�C L i^.' r2i F:\PlanReviewComments-Mdoc BUILDING PERMIT APPLICATION CITY OF ATLANTIC BEACH 800 Seminole Road,Atlantic Beach FL 32233 J;S1>�" Office: (904)247-5826 • Fax: (904)247-5845 -lk Job Address: 31-71 Z' STI?-E ET Permit Numbe Legal Description Ut4 << S - - o Valuation of Work(Replacement Cost) vo© ■ Class of Work(Circle one): ew Addition Alteration Repair —Mov • Use of existing/proposed structures (Circle one): Commercial si entia ■ If an existing structure, is a fire sprinkler system installed? (Circle one): es o QUes �� ■ Is approval of homeowner's association or other private entity required? (Circle one): Describe in detail the type of work to be performed: oc-w E Property Owner Information Name:!ji)Lm7' Aim ANNE -tW-tSad Address: 13057 JIItrNLANO 611,12►J laky 5 City SAG k SO N 1I E StateliEl•Zip ZL4(. Phone Contractor Information: Name of Company: &�,9G L CoasT. 64-.• j:N e­ Quali��ng Agent: r�ZA�k �� 12. Address: Iz•z3 -FAAiL-u..)00,0-)00il aR-• City I"rtA�,Nc Be-a. State F" Zip 31"4- Office Phone Z'{1`1001 Job Site/Contact Number $(a8-a4 9 State Certification/Registration# C 3 C o 2.`Z o Office Fax # 7,1F1 -?an5 Architect Name & Phone # Engineer's Name & Phone# Lov tS g/�i t✓L 4 82-- 14 3 S Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commencedprior to the issuance ofa ermit and that all work will beperformed 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. 1 understand that separate permits must be secured for Electrical Work, Plumbing, Signs, ells, 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. i 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 it w regulating construction or the performance of construction. Signature of Property Owner: `� Signature of Contractor: Swor, -4o and subs i e be re me Swo to and subs i d be ore e this t% Day of 1' this Day o Notary Pu Ii Notary Pub A4 It)US CAMEL ALEXIOUS GAMEL REVISED 03.05.07 ,oTARYP9111,10—STATE OFFLORIDA NOTARYPUBLIC—STATE OFFLORIDA COMMISSION#pD450211 COMMISSION#DD450211 EXPIRE'• 03111!2008 EXPIRES 0311112008 rAr^r`3 i f R.Sg�.,IyOTARYt P[�eanF..O Tii?U 9 M-N-OTARY' P5/20/2007 21:07 9042499191 COALSON CONTRACTORS PAGE 01 Coalson Contractors Inc. — Fax Cover To: Atlantic Beach Public Works _ 5V Date: 05/18/2007 A,TTN: Rick Carper Job: Yarbrough Fax Number: 247-5843 Notes: Rick, We are sending you revised the revised. Yarbrough Site Plan along with our Documented Calculatiolls. If there are any questions or viewing problems please advise using office number below. Thanks, William Coalson Contractors T.nc., 1<825A N. P, Street,Jacksonville Beach,Florida,32250 Office: (904)249-3470,Fax: (904)249-9191 rr.0 im^4— (lW2i.OB) 3Aima o)ivwi rr I I a I 8 I _ II y $ 0 r Z o YL CA inn?Q� 0'-" Q ; Ert m p UL I mIP Nj 7n C� ij @ 5 q I W.D. Lh I Wa. gra' 4 4 r ' y VO IIII � ❑ fl. ' Coalson Contractors 1825A N. 3rd St Yarbrough Residence Jacksonville Bch, Florida CD Q ro 32225 _ _ �1 -.._ _ - •--- Z6Z66bZb06 La:ZZ LBBZ/9Z/5 za 39dd — S6010d�I1N00 NOS-1400 C5/20/2007 21:07 9042499191 COALSON CONTRACTORS PAGE 03 Yarbrough Drainage Calculations: Pre- Develo2ment: impervious = 0 Pervious = 8030 S.F. 8030 x .20 x 9.3 / 12 = 1.247 S.F. Post Developtx qnV . Impervious = 3498 S.F. Pervious= 4398 S.F. 3498 / 8030 = .44 4532 / 8030 = .56 x .20 8030 x .55 x 9.3 / 12 = 3423S.F. Total Calculation- 3 423 alculation:3423 — 1247 = 2176 C.F. Required.Storage Volume Builder - Job Information Coalson Contracting Job#: J-06-0855 r8fs) File#: .* RAISED Salesman: Scot Burney ' Designer: Ron Berlin Manninglies SEALS � Building Supplies pReport and Delivery Date) ' Job: Jacksonville,Florida 32256 jaxtruss@mbs-corp.com_ Date: 1/9/2007 Phone: (904)268-8225 ' Fax:(904)260-2981 Yarborough Resd. Del. Date: Lot 26/2 Royal Palms -- Atlantic Beach FL Cover Sheet 1 Truss Level Roof ' A En"{Ineera-Partonof �AIpMe 0 pI- .mdua..I offruss Qty Span Description Pitch OHL TC Size Truss O/A Height Weight TC/BC OHR BC Size Ext.Weight 1 07-00-00 T1 Mono Girder 4/0 00-00-00 2x4 02-07-15 39.2 LB 00-00-00 2x6 39.2 LB 1 21-00-00 T2 Common 4.00/0 02-00-00 2x4 04-01-10 109.1 LB 02-00-00 2x4 109.1 LB 4 21-00-00 T3 Common 4.00/0 00-00-00 2x4 04-05-11 95.1 LB ' 02-00-00 2x4 380.4 LB 1 48-00-00 T5 7'SB Hips 2ply 4.00/0 02-00-00 2x4 03-03-11 1186.8 LB 02-00-00 2x6 1186.8 LB 2 48-00-00 T6 8'10"SB BHE 4.00/0 02-00-00 2x4 08-08-00 405.7 LB 02-00-00 2x4 811.3 LB 0 48-00-00 T6 8'10"SB BHE (alt Br 4.00/0 02-00-00 2x4 00-00-00 0.0 LB 02-00-00 2x4 0.0 LB 1 48-00-00 T7 Vlt 4.00/0 02-00-00 2x4 08-11-11 285.3 LB 02-00-00 2x4 285.3 LB 3 48-00-00 T8 Vlt 4.00/0 02-00-00 2x4 08-11-11 262.9 LB 02-00-00 2x4 788.8 LB ' 0 48-00-00 T8 Vlt (alt Load) 4.00 10 02-00-00 2x4 08-11-11 260.1 LB 02-00-00 2x4 0.0 LB 3 43-00-00 T9 Vlt 4.00/0 00-00-00 2x4 08-11-11 237.8 LB ' 02-00-00 2x4 713.3 LB 3 03-03-08 T9a Mono 4.00/0 02-00-00 2x4 02-00-14 16.8 LB 00-00-00 2x4 50.3 LB ' 3 31-08-08 T10 Vit 4.00/0 02-00-00 2x4 08-11-11 179.0 LB 00-00-00 2x4 537.1 LB 0 31-08-08 T10 Vlt (alt Load) 4.00/0 02-00-00 2x4 00-00-00 0.0 LB ' 00-00-00 2x4 0.0 LB 6 48-00-00 T11 Common 4.00/0 02-00-00 2x4 08-11-11 271.3 LB 02-00-00 2x4 1628.0 LB ' 6 01-00-00 J1 1' CJ 4.00/0 02-00-00 2x4 01-03-11 00-00-00 2x4 T C'611?� ., E 6 03-00-00 J2 3' CJ 4,0010 02-00-00 2x4 01-11-11 14.0 LB ' 00-00-00 2x4 83.9 LB HomeBASE by Alpine Engineered Products,Inc. Page 1 of 2 Qty Span Description Pitch OHL TC Size Truss O/A Height Weight TC/BC OHR BC Size Ext.Weight 6 05-00-00 J3 5' CJ 4.00/0 02-00-00 2x4 02-07-11 19.6 LB 00-00-00 2x4 117.5 LB 28 07-00-00 J4 7' EJ 4/0 02-00-00 2x4 03-03-11 25.2 LB 00-00-00 2x4 704.9 LB 3 09-10-01 J5 7' HJ 2.83/0 02-09-15 2x4 03-03-07 47.6 LB 00-00-00 2x4 142.7 LB 1 48-00-00 T4 7'SB Hips 2ply 4.00/0 02-00-00 2x4 04-05-11 1108.0 LB 02-00-00 2x6 1108.0-LB Qty Description 4 A- HTUS26 3 G - LSSU210 3 H - THJA26 Trusses: 31 Hangers: 10 ' Jacks: 49 Beams: 0 Piggy Backs; 0 I-Joist: 0 Total Trusses in Package: 80 Rim Board: 0 AomeBASE by Alpine Engineered Products,Inc. Page 2 of 2 F ITW Building Components Group, Inc. 1950 Marley Drive Haines City,FL 33844 F Florida Engineering Certificate of Authorization Number:567 Florida Certificate of Product Approval#FL 1999 Page 1 of I Document ID:1T6K15I-RO716094523 Truss Fabricator: Manning Building Supply Job Identification: Copy-J-06-0855--- Lot 26/2 Royal Palms Atlantic Beach, FL Truss Count: 20 Model Code: Florida Building Code 2004 and 2006 Supplement Truss Criteria: ANSI/TPI-2002(STD)/FBC Engineering Software: Alpine Software,Version 7.26. Structural Engineer of Record: The identity of the structural EOR did not exist as of Address: the seal date per section 61G15-31.003(5a) of the FAC Minimum Design Loads: Roof 47.0 PSF @ 1.25 Duration Floor N/A Wind 120 MPH ASCE 7-02 -Closed Notes: Seal Date: 04A6/2007 1. Determination as to the suitability of these truss components for the structure is the responsibility of the building designer/engineer of -Truss Design Engineer- record, as defined in ANSI/TPI 1 James F.Collins Jr. Florida License Number:52212 2. The drawing date shown on this index sheet must match the date shown 1950 Marley Drive on the individual truss component drawing. . Haines City,FL 33844 3. The loads indicated on all referenced girder trusses are consistent with the truss layout provided by Manning Building Supply for the above referenced job identification. Loads applied by non-truss elements and basic load parameters are to be reviewed and approved by the EOR/building designer. 4. As shown on attached drawings; the drawing number is preceded by: HCUSR151 Details: A12015EE-GBLLETIN-CNBRGBLK-140GS-TCFILLER-BCFILLER- Ref Description Drawing# Date 1 45278-T1 Mono Girder 07009048 01/09/07 2 45279--T2 Common 07009046 01/09/07 3 45280--T3 Common 07009029 01/09/07 4 45281-T4 7'SB Hips 07009050 01/09/07 5 45282-T5 7'SB Hips 07009049 01/09/07 6 45283-T6 8'10"SB BH 07009038 01/09/07 7 45284-T6 8'10"SB BHE 07009035 01/09/07 8 45285--T7 Vlt 07009011 01/09/07 L9 45286--T8 Vlt 07009012 01/09/07 10 45287-T8 Vlt (alt 07009041 01/09/07 11 45288--T9 Vlt 07009042 01/09/07 12 45289--T9a Mono 07009043 01/09/07 13 45290--T10 Vlt 07009044 01/09/07 14 45291-TlO Vlt (alt 07009045 01/09/07 15 45292--T11 Common 07009026 01/09/07 16 45293--J1 1' CJ 07009023 01/09/07 17 45294--J2 3' CJ 07009024 01/09/07 18 45295--J3 5' CJ 07009010 01/09/07 19 45296--J4 7' EJ 07009009 01/09/07 20 45297--J5 7' HJ 07009047 01/09/071 E r is i /l ITW Building Components Group, Inc. 1950 Marley Drive Haines City,FL 33844 Florida Engineering Certificate of Authorization Number:567 Page I of 1 Document ID:1T6K15I-RO716094523 Truss Fabricator: Manning Building Supply Job Identification: Copy-J-06-0855--- Lot 26/2 Royal Palms Atlantic Beach, FL Truss Count: 1 Model Code: Florida Building Code 2004 and 2006 Supplement Truss Criteria: ANSI/TPI-2002(STD)/FBC Engineering Software: Alpine Software,Version 7.26. Structural Engineer of Record: Address: Minimum Design Loads: Roof 47.0 PSF @ 1.25 Duration Floor N/A Wind 120 MPH ASCE 7-02 -Closed Notes: Seal Date:04/16/2007 1. Determination as to the suitability of these truss components for the structure is the responsibility of the building designer/engineer of -Truss Design Engineer- record, as defined in ANSI/TPI 1 James F.Collins Jr. Florida License Number:52212 2. The drawing date shown on this index sheet must match the date 1950 Marley Drive shown on the individual truss component drawing. Haines City,FL 33844 3. As shown on attached drawings; the drawing number is preceded by: HCUSR151 Revised Trusses Ref Description Drawing# Date 1 45281-T4 7'SB Hips 07009050 01109/07 � 11111111 IIIII IIII 1111111 II IIIII IIII N00 r D O 2 r o N O O CJ zr II'•c O c-r-p m m .r-� �,a r) 0 rn zcv aooc 1 vz o3 � 0 3 m C7.�O N f N C1 d c71 D TN C7�C7 OT -h�•�. ;-C, ICO m L r 3 C7.70 T N C1 X X X s1 r-D -i .-� -4 ?Oi? fZ CD D O C7 D C7 C O �•-• NNN r- wN rz Dr n H1N vvv O AA r -i C x � K O A 2 C r N 2 N;a C-�O rl.) 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' p 07 m N o�O v=rn vl w�.. = m C O C) n n (") m o z o io 3 —I H D At+Qi t+N Ocn O.-.m➢ N W T r p r } m p a aZ L r N T r r r • S O m v➢ Z m Ul f-+ U1 N r� W U) O C O O W W O O O O O � n ut m 3 m t v v cn Co V) N N N m m m 'tl TI m T-M I m z r r 0 0 0 O L) L) CD Cv T) V) O O m T — 3 z m _ m N G7 M n � N S c O V O Z N G Iry L oo W I-I, W + m L7 V1 \ + z D � O " N r 0 + powm A CD o v O Ul A M C = O ow \C) O D c � m m O o N " .S bT CITY OF ATLANTIC BEACH J 800 SEMINOLE ROAD J r ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 09-00001279 Date 9/10/09 Property Address . . . . . . 377 12TH ST Application type description ELECTRIC ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 ---------------------------------------------------------------------------- Application desc install net meter ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ TOMSON ERICKSON ELECTRICAL CONTRACTOR Q/A: ERICKSON, FRANK ATLANTIC BEACH FL 32233 12025 BEACH BLVD. JACKSONVILLE FL 32246 (904) 641-9090 ---------------------------------------------------------------------------- Permit . . . . . . ELECTRICAL PERMIT Additional desc . . Permit Fee . . . . 70 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 3/09/10 ---------------------------------------------------------------------------- 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 BEACHF7 _ Op 800 SEMINOLE ROAD,ATLANTIC BEACH,FL 32233 •7 _ i.,, OFFICE (904)247-5826•FAX NO (904)247-5845 BUI LDI NG-DEPT@COAB.US ELECTRICAL PERMIT APPLICATION DUVAL COUNTY 1.JOB ADDRESS: 2.IS THIS A SUB PERMIT: 3.DATE 3 j P?NO I 1) �thl �+ YES PERMIT# PROPERTY OWNER: 4.NAME: 5.ADDRESS IF DIFFERENT FROM JOB ADDRESS: 6.PHONE: Ton sc (ac�1)853 ELECTRICAL CONTRACTOR: 7.NAME OF COMPANY: 8.ADDRESS.. �CKSp��lccF,I'ca) cc , Itracfo+S. Lac . L�c.�� Jf. JG�-r-)s 1�bdf- P6 9.STATE OF FLORIDA LICENSE NO: 10 LL PHONE: 11.FAX O.: 32v ". C1 (x-11- 12.EMAIL ADDRESS: 13.OFFIC PHONE: 14 i I K "I1 ,C ( " ) ��SC't.<1j'I,/k'f !q 'I16(✓'I -"1/�0,7C 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 at ny time after work is commenced. i CONTRACTORS SIGNATURE: �`"� 16.CLASS OF WORK: 17. ERVICE: 18.METER NUMBER: ❑MULTI FAMILY-#OF UNITS: M RESIDENTIAL ( ^ r / [0 SINGLE FAMILY ❑TEMP SERVICE ❑COMMERCIAL / % 4�1 �7 713 ❑ADDITION ❑TRAILOR 19. UILDING: 19.$ RRENT CODE: ❑ALTERATION ❑SIGN D1,OLD ❑NEW X08 NATIONAL ELECTRICAL CODE ❑REPAIR ❑POOL/SPA 10 REWIRE ❑OTHER: LIST ALL ELECTRICAL WORK: 20.TYPE OF SERVICE: ❑ OVERHEAD DONDERGROUND ❑ UNDERGROUND UP POLE 21. NEW SERVICE: CONDUCTORS PER PHASE: POWER IS ON ❑ POWER IS OFF 22.SIZE OF CONDUCTOR: AMPACITY: ❑COPPER ❑ALUMINUM 23.SWITCH OR BREAKER SIZE: AMPS: PH: W: VOLT: RACEWAY SIZE: 24.EXISTING SERVICE SIZE: AMPS: PH: i W:�_ VOLT: 1<' RACEWAY SIZE: 25.FEEDERS: #OF AMPS: #OF AMPS #OF AMPS: 26. LIGHTING FIXTURES: INCANDESCENT: FLUORESCENT&M.V.: 27. FIXED APPLIANCES: 0-30 AMPS:_c�_ 31-100 AMPS: OVER 100 AMPS: 28. FIRE ALARM: ❑YES ❑ NO 29-31 DO NOT APPLY TO NEW SINGLE FAMILY,MULTI-FAMILY AND ROOM ADDITIONS 29.SMOKE DETECTORS: NUMBER: 30. RECEPTACLES: 0-30 AMPS: 31-100 AMPS: OVER 100 AMPS: 31.SWITCHES: 0-30 AMPS: 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: I A`L i IA- N i c 06T R-� Sy57 I'� -- s�� RC'-��'� BLDG02 Permit Application Elec:REVISED:007120/2009 =' BUILDING PERMIT APPLICATION St1 f . \ `r CITY OF ATLANTIC BEACH 800 Seminole Road, Atlantic Beach FL 32233 Office: (904)247-5826 • Fax: (904)247-5845 Job Address: __ 37-7 1 Z-ik5 Ti?-E E7 Permit Numbe Legal Description Lo-r 38) 35 �. Loe.lc 1 �ELVA tAAr.2iNA �v Valuation of Work(Replacement Cost) $ � i ®d • Class of Work(Circle one): ew Addition Alteration Repair _Mov • Use of existingiproposed structures (Circle one): Commercial si entia ■ If an existing structure, is a fire sprinkler system installed? (Circle one : es o /A) ■ Is approval of homeowner's association or other private entity required)? (Circle one): Ye � Describe in detail the type of work to be performed: oc-w V61\&E Property Owner Information Name:()ill,Am7 AND ANN* A.-"oltisad Address: 13057 �'�4ILANO GLEN Wky 5. City__ --r^e-k So N 0 t I I& StateEL.Zip a.0 e. Phone Contractor Information: Name of Company: &)r CL Cori?. Cv.. :X:Nc Qualif�ing Agent: t-izA,1Jt L-. Address: 1223 'rXAir.t,.3oodL�2. City NEC, JNC (3414. State Fc-. Zip Office Phone Z`t I-'7 o a 9 Job Site/Contact Number $cam 8-aq-*9 State Certification/Registration# C a C o Z`Z o-] Office Fax # zit -7005 Architect Name & Phone # Engineer's Name & Phone# Lov't.S Q 8 z.- 14 3 5 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 beperformed 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. 1 understand that separate permits must be secured for Electrical Fork, 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 COMN1ENCEMENT. i 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 oa permit does not presume to give authority to violate or cancel the provisions of any other federal, state, or local laaw regulating construction or the performance of construction. Signature of Property Owner: Signature of Contractor: Swo o Zd subs i e be re me Swo to and subs i d before this I`7 of Kc �� this Day o Notary PNotary Pub AL iC)US CAMEL A E XiOUS CAMEL REVISED 03.05.07 aoTARVPVII�10-STATE OF FLORIDA NOTARYPUBLIC-STATE OFFLORIDA COMMISSION#DD450211 COMMISSION#DD450211 F._YPIR%8 03/11/2008 EXPIRES 03/11/2008 field q- -tyOTARYI 90h+pF0 THRU I-M-NOTARyi CITY OF ATLANTIC BEACH PERMIT S, BUILDING / ZONING DEPARTMENT APPLICATION # r� 800 Seminole Road v� Atlantic Beach,Florida 32233 (904)247-5800 (904)247-5845 Fax www.coab.us 'Qr � �4%0 APPLICATION TRACKING FORM REQUIRED DEPT: N PLANNING Property Address: �� r' _ Z_ �' N ILDIN ,, ,,',, N UBLIC WOR Applicant' �GVYi1 � `�1 Yl�l(/1 1�� c�� ow N PUBLIC UTILITIES • N Y N FIRE DEPT. Project: XMI D- ►�-+ �`{'��""y1 Y N PUBLIC SAFETY U) APPROVAL RECEIVED w REQUIRED AGENCY: BY: INITIAL: DATE: Z w Y N D.E.P HUFSTETLER o: Q Y N S.J.R.W.M. CARPER w Y N ARMY CORPS of ENG CARPER O Y N HOTELS& HUFSTETLER RESAURANTS APPLICATION STATUS DEPT: SITE BUILDING DA AP REVIEWED BY: INITIAL: DATE: 1 ST REV ❑ ❑ PLANNING& ❑ ❑ 2ND REV ❑ ❑ DOERR/HALL ZONING 3RD REV ❑ ❑ 1 ST REV ❑ ❑ BUILDING DEPT. ❑ ❑ 2ND REV ❑ ❑ HUFSTETLER 3RD REV ❑ ❑ 1 ST REV ❑ ❑ PUBLIC WORKS ❑ ❑ 2ND REV ❑ ❑ CARPER 3RD REV ❑ ❑ A4-) 1 ST REV ❑ �/ PUBLIC UTILITIES>� Foot olo 2ND REV ❑ ❑ KALUZNIAK L 3RD REV ❑ 1 ST REV ❑ ❑ FIRE DEPT. ❑ El 2ND REV ❑ ❑ FIRE NTEDRED INTO AS400S 3RD REV ❑ ❑ Return this form to the Building Department once you have entered your comments into the AS400. 2 WATER IMPACT FEE WORKSHEET ADDRESS: 377 / (��(P _!y 0-7 DRAINAGE /' FIXTURE TYPE FLMRE UNITVALUE AS LOAD FD UR.ES UNrTS Automatic clothes washers commercial' 3 Automak clbthes washes, residential 2 Bathroom group consisbng of water cioset, lavatory, Bidet, and bathtub or shower g bathtub(YAth or without overhead shower or whirlpool f attachments) 2 Bidet 2 Combination sink and tray 2 . Dental lavatory Dishwashing machine domestic 2 Ddnk ig fountaiMcemaker Floor drains 2 Hose bb Kitchen sink, domestic 2 ` Kitchen.sink, domesbcwtth food waste grinder and/or dishwasher 2 Laund tr 1 or 2 co artrnents 2 Lavatory 1 Shower com artment; domestic 2 Sink 2 Urinal 4 Urinal, 1 gallon per flush or less ' Wash sink circular or multi le each set of faucets 2 Water dosiA flushometer tank, pbbflc or private 4 Water closet, Private installation 4 Water closet, pubk installation 6 _ TOTAL NUMBER OF UNITS, nr, MULTIPLIED X 20 TOTAL$ O � r CITY OF ATLANTIC BEACH PERMIT r Sf BUILDING / ZONING DEPARTMENT APPLICATION # 800 Seminole Road ` , v~ Atlantic Beach,Florida 32233 l>r (904)247-5800 (904)247-5845 Fax www.coab.us APPLICATION TRACKING FORM REQUIRED DEPT: 1 `'y N PLANNING Property Address- Z f N ILDIN `� ,. E— `N UBLIC WOR Applicant' ��&A L&A �� _ O N PUBLIC UTILITIES • N Y N FIRE DEPT. Project: XMl p.. f%Wu k k$,At``�' Y N PUBLIC SAFETY U) APPROVAL RECEIVED UJ REQUIfZED AGENCY: BY: INITIAL: DATE: 00 —Y , N D.E.P HUFSTETLER UJ Q Y N S.J.R.W.M. CARPER U Y N ARMY CORPS of ENG CARPER Uw O Y N HOTELS& HUFSTETLER RESAURANTS APPLICATION STATUS DEPT: SITE BUILDING DA AP REVIEWED BY: INITIAL: DATE: 1 ST REV ❑ ❑ PLANNING& ❑ ❑ 2ND REV ❑ F-1 DOERR/HALL ZONING 3RD REV ❑ ❑ ,✓ _ 1ST REV ❑ BUILDING DEPT. 2ND REV ❑ ❑ HUFSTETLER 3RD REV ❑ ❑ 1 ST REV ❑ ❑ PUBLIC WORKS ❑ ❑ 2ND REV ❑ ❑ CARPER 3RD REV ❑ ❑ 1 ST REV ❑ ❑ PUBLIC UTILITIES ❑ ❑ 2ND REV ❑ ❑ KALUZNIAK 3RD REV ❑ ❑ 1ST REV ❑ ❑ FIRE DEPT. FIRE DEPT. ❑ ❑ 2ND REV ❑ ❑ ENTERED INTO AS4 0 3RD REV ❑ ❑ Return this form to the Building Department once you have entered your comments into the AS400. '''.' BUILDING PERMIT APPLICATION CITY OF ATLANTIC BEACH - '" I F- _?N C BEACH 800 Seminole Road,Atlantic Beach FL 32233 0 P, 70"NG Office: (904)247-5826 • Fax: (904)247-5845 8 2007 4k ! 5T Job Address: 3 12— 12tr E T Permit Numbe Legal Description Lo-r 38135 �. Loc,lc 1 SELyj► tAA-- WA VN i< .i o� Valuation of Work(Replacement Cost) $ '15-Gi Z)O© ■ Class of Work(Circle one): ew Addition Alteration Repair _At1ov • Use of existing/proposed proposed structures (Circle one): Commercial si entia • If an existing structure, is a fire sprinkler system installed? (Circle one): es o ■ Is approval of homeowner's association or other private entity required?(Circle one): QeP{& Describe in detail the type of work to be performed: I�C-0 v6ME Property Owner Information Name:LJ 'Am7 AND A'06 t•rtokSad Address: 1305'7 II1&44LAN0 I;c.em laky 5. City ?o,c k So N�•i l I E Stated•Zip '57-L4(.—Phone Contractor Information: Name of Company: &) kkGL 60)aST. 6-5- :r-Oe . Quali ng Agent: r,7-A P t L- 6AM.—z. T&. Address: IZ.13 D(-L. City rjM 0N8 Be-&L. State Fc-. Zip 31"t- Office Phone Z1 I floo9 Job Site/Contact Number 8-any State Certification/Registration# C26o2-`7-0-1 Office Fax# Z�FI --joo5 Architect Name & Phone # Engineer's Name & Phone# Loy'tS (15s- Application 13SApplication 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 ofa 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 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. /hereby certify that 1 have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any other federal, state, or local flaw regulating construction or the performance of construction. Signature of Property Owner: It-I'l, Signature of Contractor: Swo o and subs i e be re me Sworp,to Msubs , e e this 117 Day of l' this M Notary Pu li : Notary Pu AI,IE! OU8 CAMEL ALEXIOUS CAMEL REVISED 03.0 5.07 30TARY pulIua-BTATH OF FLORIDA NOTARY PUBLIC-STATE OF FLORIDA COMMI8810N#pD450211 COMMISSION#DD450211 EXPlIR119 08111/2008 EXPIRES ov 1/2008 Fr�}.'�c�1 T'1Wh j4%%-WTAW1 [l WM THRU 1-8W-NOTARYS LOUIS J. GABRIEL, P.E. 419 Sophia Terrace Saint Augustine, FI. 32095 3/ 21/ 2007 Re: Lot 38/39 Blk. 1 Unit 1 Selva Marina,Atlantic Beach, Fl. Dear Building Inspector:- The architectural plans of the subject structure have been reviewed by myself for compliance with section 1609 of the 2004- FBC for three second gust wind speeds of 120 mph and concluded that the building structure will satisfy the wind loading requirements of section 1609 of the 2004- FBC as long as sheets #S-1 through #S-5 of the architectural drawings are satisfied. It shall be noted that the following criteria were assumed throughout the review and analysis:- a) that the lateral diaphragm of roof and floor sheathing/trusses system is of the flexible type, b) that the shear walls segments will interact in unison due to their attachment to the above mentioned lateral diaphragm, c) that the entire roof uplift forces will be transferred to the footings through the use of metal strapping ;thus, the uplift resistance of the designated shear walls sheathing will be neglected, d) that the shear wall segments will distribute the designated shear forces based upon their rigidities, e) that I have no knowledge of any subsurface soil condition report ; thus, all footings were designed assuming an allowable soil bearing pressure of 2000 psf. If contractor found any differing conditions through soil removal or soil report that will affect the above mentioned assumption, then I shall be notified and possible footing design revisions may need to be implemented prior to commencing with footings work. Please let me know, if further help is needed. Sincerel Louis . Gabriel, P.E. C0 WIND FORCES STRUCTURAL ANALYSIS FOR LOT 38/39 BLOCK 1 UNIT 1 SELVA MARINA , ATLANTIC BEACH, FL. THE ANALYSIS IS STRICTLY DONE TO INSURE COMPLIANCE WITH THE MINIMUM WIND LOADING REQUIREMENTS FOR THREE SECOND GUST WIND SPEEDS OF 120 MPH AS OUTLINED BY SECTION 1609 OF THE 2004- FLORIDA BUILDING CODE" PREPARED BY: LOUIS J. GABRIEL DATE: MARCH 21 ST , 2007 CL wammm� 14 � 34 2<< 07 Sheet Date 21 of f lei e -6 ubz� r." t•A e. P,, LEuwz 5truc tura L ct tt;ri but ta s�j c'- - -7.A& Flo o r ID.4 TY� S1C S ,� rr f o r r Sl cl ra.wI r� VI ti-14 (XIrClUbAl X'9 ts Ir u` u-n- r , 5 rti„�• va q,2 Yev� orGet= .. Eioc� -o v� S -c- CEItiY10 " +'t`Jkt W.i r� v►c:.,Q S & IZ o•o _@ vnb�rr , oY is• �nlss v�ot OV ROD l T�►c Ata � Pods� ou�Yti�,"'�s) - . -row Sheet Z of DATE: g W d s e� : 2 0 ►v�p� C 3 Se< 5 thS t,�, -tom-. 6a Z(9 CX�ose- " C.�eS W ofne, lube s el /Ago) • F toes ~� a t � Yt�►1t� `res / Nun t b co*ICVAA„ usK fi>�r'� b� PCO e AMARA Faj�►4 t° "''"'r' o, FY e � Q t �/IG Flo PWIND-BORNE DEBRIS P f _ SCHEDULE - FQR W9E1D- FASTENER FASTENER S A tN6(I01.04 TYPE Panel Span<_ 2 ft 2 ft<Panel Span 4 ft<Panel Span 6 It<Panel Span <4ft <6ft <aft 2 1/2#6 Wood Screw3 16 16 12 9 2 112#8 Wood Screws3 16 16 16 12 Double-Headed Nails4 12 6 4 3 Sl:I inch--25.4 mm 1 Foot=305 mm Notes: 1. This table is based on a maximum wind speed of 130 mph(58 m/s)and mean roof height of 33 feet(10 m)of less. 2. Fasteners shall be installed at apposing ends of the wood structural panel. 3. Where screws are attached to in .,rY or they Shan be attached using vibration-resistant anchors having a minimum withdrawal capac- ity of 490 Ib(2 190 kPa). 4. Nails shall be 10d common or 124s bier de 4le=l °.114fls. p S tiY4_ v�t�l be- s ol►r o w► t-nc (, ) p � P . vPuFt O-A fwa F 5Vv Ctow,n-ntit $� c�� �5•H ��� Au,ow. � p�,Q Esu � 8Z lbs � c��•4��2�cQ•�>- �5• � abs Veer Fr O-K NP,*,� VJ-4 fw"r aft') w4w"I )X LeA Roof pLi Ft,� 1 RL-,#��1 '�t �t � ► )I Sheet of DATE: 31`Z� A .-. ►b 0 .• t2� X12 (-lj Q`f 0 �• - ` llo S (Z) 14S Cup t 1 oy J1 65 p?F- Sp � Gt/rh V� )�' StrS 5 HI0 is t(Z"A> sLecL goj ,, 0`--)s 54 .0-C: . C 'fej / �jo) G nim € Ae,�,a (01ASL.f ►LT-I'l- C. CJ �Y✓.NYS. (CA o..5 A F AL(w Tems��► G-A V7. A 36 Pjolt: = P COY p . C~,1 E a . t ► Soo Psi F� = 3G000 ��'� h� _ 0 2 wz AP_ IT /�llLrJ is�� = z13o lbs or 19'90 Ibs F— ("u-''I tS rolirJ 5te-eL A36 �ashirt._ a.�iul�P F'b u�. =2?..ks ,(st�C -F—b1• (w4oj%)= AOC) �. v-� _fib _—( —[o 5)) = 545Psi �z.4 --1�►7C.a2lcs�•)� C9ao)L(.33) = 532pb+ � 5gSPsi o-� Mu„�ti,t (o-9-rj Co. �Czl5XSg5)C�./4)=�10'16•�.►��Fb = M/5 =qa i0.0026 �� _15299L(Z7c0o)(133) �� 5�e-ar �roQ I�1s�ws Ov\ AML,�Or dolts :— 3 P,LLuw a ✓1le `/Zy� A3L i �Mvb cYLcY (0 ` CU1t C✓ Ft _ IA40 Ibs (Se-e- abo\ic� (�l(uwc,ole s�,ierv, avi I/Z." + N3 bolls = 3509 �AI �SSBr or oJt A6 F� �+ Ii�i���,i� 5►,�r= 35o�/C�Soo)(o•z = 195-) lbs o r Co•t2�fo-Z)C 36,oao> = 869 Ibs Sheet _of [DATE: d) �5Y Q1,d ctrA str+ i0"'� x e6 x t l�~ CINA CLEC. � F us X 3 5 Pso F�{ Ntul N tom' o P 12°� W� -z/ Ft --� \Jo,�tt - C 3 5�CNS) = tG o (br 100) = 2234 1631P�. tt e, ( Fchr- S�Qs-r t � 6"s`►cit Ir'B s 4146 t=rtn�► OUe�r�UY�''� yr , -Cri I(Z$Ivo) µ� e ) F6r � G � �cS�'►s t'����' F 3000 - , o oa S; Fc = 557 PSI ��; , � f l 2) C t G#� ts t 161 - z saWsus G��ti�, -fes e- use o') Of S bf wtot- {(' o p ow15 ovfe Yio L p fO tltb dA bow s r � 7 v s A50E 7- Uccf0 - C &CP�)� Cd,oa��4) { 0•8�)(0•���� t )C (V)2 0• 00la%V S Gc +— Q•G C� �Md� �tC;t►vers � � e-e- E✓wbAe. ©h -A"t sleet) t�.0 -p 25,E es pwN— zo m w N O O Z O O CID O O O O C O $ O m m =nno o r r �1 r 0 0 �►, m 5 ° m n 0 a p^ a w a w a m a m a m a r a ° cmi o z c e c < c < e < 2 < B Z a s N t; ,rn, �. _�. 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I tun •07 uo+}onaIsuo7 aweD19S 8 10-1 } eulaeyen30NSQI$32bOSW01 �gs6uO�w�im-p��n�+r r,Y..r a ® SN'01d IVNI� ov 7J _ v � SS c5 �_• 33 D s fit.<3 # .. z 3 z w v � � a - K m 7 - r U a 0 1 J � v m ~I a n. m G� 0 m w �Q W z� o � O'D o� wi i r o 3 0 W ->Q a ------------ a rc ------------------------------------------------------- I � ILo I � - j I m m IL 0. y Oi0 I b — �WO -va I oio wl rcWo a C/) O ry O cr- x m �-- w Qm - U 7 '^A 1� U w ( Cf) W Of m O o � E N N `h O 0 4 U zO�` \O O Q ^ a w O NCUncr� Qw Wow 0, ZW U Q J ZOQ JJQ CL _ J L w D a ... � F-Qmo30 QT�d'F- N U� ODU Z O Z Z r,O n r� T z L av V v 3� OWNfIZ4 T. Z���QWOW� Cox zw V7 J(n cn j =W,aZN03. dFafL�\J w Naw iOJI 3 oma k a-0' Q wW(,lrQZ fn OZOW�f e �7 U Q N Zra. 0 cn =� 3Z O �J t J zLf Nf n n NOTICE OF COMMENCEMENT State of (Lo!L►.DA Tax Folio No. 17��ZD'OL161� County of '�Jy A.L— To Whom It May Concern: The undersigned hereby informs you that improvements will be made to certain real property, and in accordance with Section 713 of the Florida Statutcs,the following information is stated in this NOTICE OF COMMENCEMENT. Legal description of property being improved: Lo-r �LoGI_ 1 SEL..jA NA"Nk Lbj -• I Address of property being improved: 3-1 I 1 Z�� S'i'zEt:r- A-TLAMTj'C_ 22r General description of improvements: G!N 0- Owner: ll i A ? kNa AI`1 E Tela Sa Address: 1305-1 14I'L4 LAMD Gf-F-14W{�� S SA1C �- 3ZZZ`E Owner's interest in site of the improvement: FEE S it-1 Re-G - Fee Simple Titleholder(if other than owner): Name: Address: n Contractor: v A M—U G.e N S"r X40 c.T w IDA Co• -a-t-L c-• Address: 12.2.3 T'�A� l. wooD ae. Ne�TOAe e.IJ, rt. 3ZZ�c Phone No: jo# - 8A� -O 4411 Fax No: ` C;+ 24-1 -700 Surety(if any): 1.1 A Address: Amount of Bond$ Phone No: Fax No: Name and address of any person making a loan for the construction of the improvements. Name: 1� �✓� Address: j Phone No: _Fax No: Name of person within the State of Florida,other than himself, designated by owner upon whom notices or other documents may be served: Name: Address: Phone No: Fax No: In addition to himself, owner designates the following person to receive a copy of the Lienor's Ni ide in Section 713.06(2)(b),Florida Statues. (Fill in at Owner's option). Name: Address: Phone No: Fax No: Expiration date of Notice of Commencement(the expiration date is one (1)year from the date of recording unless a different date is specified): ALEXIOUS CAMEL A?TARY PUBLIC-STATE OF FLORIDA COMMISSION#DD450211 008 THIS SPACE FOR RECORDER'S USE ONLY NER EXPIRES o-M Signed: '��L�+ -r�-N oTARARY+31� .�' Before me this_�______day of I-'M ?0 in the County " of D val, State of Florida,has personally appeared Doc#2007147242,OR BK 13959 Page 305, Number Pages:1 Nota Public at Large,State of Flon a,County of Duval. Filed&Recorded 05/03/2007 at 12:36 PM, Notary s: at JIM FULLER CLERK CIRCUIT COURT DUVAL COUNTY or RECORDING$10.00 Personal! known: Produced Identification: _ .. 001-00.4 05/03/2007 THU 2:11 FAX9042230490 [one trnetxu is r nnu tct t utcrr i v: Mary A.Robison,Esquire(1)171)) her.Tousey,Leas&Ball,P.A. Independent Drive,Suite 2600 ksonville,Florida 32202 TRUSTEE'S DEED THIS INDENTURE,made to be effective as of the o day of 1 ,2006, between KATHRYN H. ARNETT, as Trustee of The Sarah P. Rourke Livin Trust,whose address is 1355 Moores Mill Road,Atlanta,Georgia 30327,party of the first part,and WILLIAM THEODORE TOMSON and ANNE BOTTCHER TOMSON, whose address is 3305 Patriots Lane,Norristown, Pennsylvania 19403,party of the second part. WITNESSETH: That the said party of the first part, in consideration of the sum of TEN AND NO/100 DOLLARS ($10.00), the receipt whereof is hereby acknowledged, has granted, bargained, and conveyed to the said party of the second part, its successors and assigns forever, the following described lands,situate,lying and being in Duval County, Florida,to wit: Lot 38 and part of Lot 39, lying Northeasterly of the extension Southeasterly of the Southerly line of Lot 4,to its intersection with the West right of way line of 12" Street, all in Block 1, of S1 LVA MARINA,UNIT 1,according to plat recorded in Plat Book 23,page 4,of the current public records of Duval County,Florida. Real Property Parcel ID No.: 171920-0000 The party of the first part hereby certifies that the above-described property does not constitute her constitutional homestead as made and provided by the laws of the state of Florida. Subject to covenants,restrictions and easements of record and taxes assessed subsequent to December 31, 2005; provided, however, this reference will not serve to reimpose any such covenants,restrictions or easements. And the party of the first part does hereby fully warrant the title to said land,and will defend the same against the lawful claims of all persons whomsoever,claiming by,through or under the party of the first part,but not otherwise. I 05/0'/2007 THU 12:12 FAX 9042230490 Glen Kernan RealtY Inc. 81002/004 the day and year first above written. Signed and Sealed in Our Presence: Sign:— G �ti°l' K4Srah H. ETT,as Trustee of Print Name: v 1 ��-- TP.Rourke Living Trust Sign: /f � . Print Name:_ [� St �JS STATE OF COUNTY OF J r<- The foregoing instrument was acknowledged before me this T'da y of - 2006,by KATHRYN H.ARNETT,as Trustee of The Sarah P.Rourke Living o s g Trust, [NOTARY known MUST CHECK ONE BOX AND COMPLETE RELEVANT INFORMATION][ I ] personally to me or[ ] who has produced a (state) driver's license(No. as identification. Name: L Q. i'1 NOTARY PUBLIC, State of KENNF'�� Commission Number: •'•.soil fr.j �� L A ;yI 00132031 yaj � �r = jbij `� G1'•:1p Au 31.E ri'�•: 1 NOTICE OF COMMENCEMENT G State of t-Lo Z►Dh Tax Folio No. 171 1 2 County of -0J%-J A t-- 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 Statutcs,the following information is stated in this NOTICE OF COivlivlENCEMENT. Legal description of property being improved: LoT 3�5� act �LbGlc- I 66ANk L1l-�T 1 Address of property being improved: 3771 2'a�` STrZ Wil!<< ATI,^ATi G Z2. General description of improvements C W aiK� Owner: Wi 11'sAm T k�� ANl E Tol`tSaS JAX �-• 32Z 2,�{ Address: 13051 14 &it I-AND G c c way Owner's interest in site of the improvement: EE S 6 RL- Fee Simple Titleholder(if other than owner): Name: Address: n � Contractor-. L A rpt' L C.01.1 ST►Zo CT a A Address: 17-23 T" wooD Ile... �� Phone No: joys $�� `0`�` I Fax No. 9o�f- z41 -7009 Surety(if any): !J A Amount of Bond S Address: Phone No: Fax No: Name and address of any person making a loan for the construction of the improvements. Name: P l� Address: Fax No: I Phone No: Name of person within the State of Florida, other than himself, designated by owner upon whom notices or other documents may be served: Name: Address: Phone No: Fax No: In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in — Section 713.06(2)(b),Florida Statues. (Fill in at Owner's option). Name: Address: Fax No: Phone No: Expiration date of Notice of Commencement(the expiration date is one (1)year from the date of recording unless a different date is specified): ALEXIOUS GAMEL ;OTARY PUBLIC-STATE OF FLORIDA COMMISSION#DD450211 THIS SPACE FOR RECORDER'S USE ONLY OCNER EXPIRES 03/11/2008 Sin Signed: Before me this day of 1 Y)O-►fit the County of D val, State of Florida,has personally appeared Doc#2007147242.OR BK 13959 Page 305, -jq(Y)Fs6n Number Pages 1 Notary Public at Large, State of Floppa,County of Duval. Filed&Recorded 05/03/2007 at 12:36 PM, S: JIM FULLER CLERK CIRCUIT COURT DUVAL COUNTY f or RECORDING$10.00 Personall Known: Produced Identification: F I SHEH WUSLY LLAS 'UAL far,:55411 Jb May •L5 LUUb 1 /: U/ F. UL '3 '?7 /2-l-1 ST. M A P S H O I W 1 N G s tL R V E Y o LOT 36 AND THAT PART-OF LOT 39, LYING NORTH TERLY OF THE EXTENSION SOUTHEASTERLY OF. THE SOUTHERLY LINE OF LOT 4, TO JTS INTERSECTION WITH THE WEST RIG OF WAY'LINE OF 17-th STREET, ALL IN BLOCK 1, 5ELVA.MARINA UNIT NO. 1, ACCORDING TO THE PLAT THEREOF RECO DED IN PLAT BOOK.23, PAGE 4 OF THE CURRENT PU©L1C RECORDS OF UVAL COUNTY, FLORIDA. CERTIZE;D TO: AMERICAN OME MORTGAGE ACCEPTANCE, INCORPORATED, OLD REPUBIZC PIA ONAL TEL INSURANCE COMPANY azud ESHER, OUSEY, LEAS dc•BAIL., P_A, THE P. IIomn Ianx TWIST h OQ {D: f/2'IRON t' u3 ID") V/Ory 0 .� + Qh ze'onx TROKF , AT CORNER C7 O LU ;. O1 L 0 T v w J t��IRAN o vl .� .r • z x ro 3' of FM 112j IRUD)N 0-61— n2 78�$ of�O„^�� P�' r SOT 39 ^ 0 PART fjF I (t o nj c LOT 38 AFD; ❑ cONCRErE MONUMENT LLIS, CURTIS & KOOKER, INC, ' 0 IRON PIPE OR Roo 1660 EMERSON STREET LAND SURVEYORS AND PLANNERS 0/E OVERHEAD ELECTRIC dAi'.KSONVIUJ: FLORIDA 372 7 (Le 3050) O/T ONERWrAD TFIFPHONE 804 3g89633; F (B 4) 388-5987 Ar X CROSS--CUT IN CONCRETE ' A-x FtNI_E IGZNER L N Es \ 1.) Thia IS a: Boundary au ey. \ \� As beat determined from an 2.) No ab8iract of Title fu ;Shed . inspactJOn of Flood Insurance Rate 3•Sl Not abBtracted for eas menta. Horo G. vent Jr. P. o. 3 Map: 120075 0001 b 4. Basis of Boaringc.'Mau ,ed We J. EVel-ett P.L.S. No. 4099 dated 4-17-89, the londe/hcuse 'N. 03-29'-40" E- elon the f rafesaionol Surveyors and Mappers surveyed lie in Zone "X- Weat line of Lot 38, State of Florida Not volio unleae Surveyor's Official seal is embacscd hCreon. SCALE 1'20' DATE:— BM.av6 55PMDRAFTSMAN: ozDERp_Received • R1_e0498Z — B M A P O F S U R V E Y LOT 38, AND THAT PORTION OF LOT 39 LYING NORTHERLY OF THE SOUTHERLY LINE OF LOT 1, AS PROJECTED IN A SOUTHEASTERLY / DIRECTION, ALL IN BLOCK 1, SELVA MARINA, AS RECORDED IN PLAT BOOK 23, PAGE 4, CURRENT PU BLIC RECORDS OF DUVAL COUNTY, FLORIDA. r0� 4�JQ I I � O Q �(r) l 0 T J o'o � 4 _ SCALE � 20' 0,0 0 0 T 3 g 0 , V A p, N T , Q) �v J `�., z Z / ^ 00 ^�,h 7 J _ o c, N7 5 57"W 1z 6.--L .3 8 N 0 T 3— s 78 59 05_E I ? e > OS- = 11 5' Iry� N7g•5y•U�.W 119 i�• 9.0 w IJ l I IY I L r, LO Lel 0 I r> i I I 1 L p T 3 9— - - -� — L 0 T 4 0 —' THE PROPERTY SHOWN HEREON APPEARS TO LIE IN FLOOD ZONE "X" (AREA LOT 2 1 OUTSIDE 500 YEAR FLOOD PLAIN) AS WELL AS CAN BE D'=TERMINED FROM + THE "FLOOD INSURANCE RATE HAP" COMMUNITY—PANEL NJMBER 120015 0001 D REVISED APRIL 17, 1989 FOR THE CITY OF ATLAN FIC BEACH, DUVAL NOTES: COUNTY, FLORIDA. THIS IS A BOUNDARY SURVEY. BEARINGS BASED ON THE EASTERLY PROJECTION OF THE SOUTHERLY LINE OF LOT 4 AS BEING N78'59'05"W AS PER PLAT. BUILDING RESTRICTION LINE AS PER PLAT. r "NOT VALID WITHOUT THE SIGNATURE AND THE DONN W. BOATWRIGHT, P.S.M. ORIGINAL RAISED SEAL OF A FLORIDA LICENSED FLORIDA UC. SURVEYOR and M/PPER No. LS 3295 SURVEYOR AND MAPPER." FLORIGA LIC. SURVEYING & MAPPING BUSINESS No. LB 3672 CHECKED 8OATWRIGH't LAND SURVEYORS, INC. DATE:APRIL 17, 2007 DRAWN BY:: MCC FILE: 2007-449 1500 ROBERTS DRIVE, JACKSONVILLE BEACH, FLORIDA 241-8550 SHEET I OF? r�y''jrCITY OF ATLANTIC BEACH PERMIT Ss� APPLICATION # J BUILDING / ZONING DEPARTMENT 800 Seminole Road 2 / yr Atlantic Beach,Florida 32233 (904)247-5800 (904)247-5845 Fax www.coab.us APPLICATION TRACKING FORM tREQUIRED*DEP G Property Address: r' RApplicant: �, 'f r � • � ' ITIEST.Project: 'V�/W QVI"l�p ,N ""�&gce' ETY U) APPROVAL RECEIVED w REQUIRED AGENCY: BY: INITIAL: DATE: UJ w Y N D.E.P HUFSTETLER Y N S.J.R.W.M. CARPER w w Y N ARMY CORPS of ENG CARPER O Y N HOTELS& HUFSTETLER RESAURANTS APPLICATION STATUS DEPT: SITE BUILDI kDAOAP EVIEWED BY: INITIAL: DATE: 1 ST REV PLANNING& (�/HALL ZONING 2ND REV 3RD REV ❑ ❑ 1 ST REV a 11 BUILDING DEPT. ❑ ❑ 2ND REV ❑ ❑ HUFSTETLER 3RD REV ❑ ❑ 1 ST REV ❑ ❑ PUBLIC WORKS ❑ ❑ 2ND REV ❑ ❑ CARPER 3RD REV ❑ ❑ 1 ST REV ❑ ❑ PUBLIC UTILITIES ❑ ❑ 2ND REV ❑ ❑ KALUZNIAK 3RD REV ❑ ❑ 1 ST REV ❑ ❑ FIRE DEPT. FIRE DEPT. ❑ ❑ 2ND REV ® ❑ ENTERED INTO AS4 0 3RD REV ® ❑ Return this form to the Building Department once you have entered your comments into the AS400. �j'�i�; BUILDING PERMIT APPLICATION CITY OF ATLANTIC BEACH 800 Seminole Road,Atlantic Beach FL 32233 Office: (904)247-5826 • Fax: (904)247-5845 i,-j -ik Job Address: 31-7 1 Z- S T12 E E7 Permit Numbe Legal Description Loi' 311 tAA.2 Wjk U N << S dd Valuation of Work(Replacement Cost) S 15-0, ODD ■ Class of Work(Circle one): ew Addition Alteration Repair -Mov • Use of existing/proposed structures (Circle one): Commercial sr entia. ■ If an existing structure, is a fire sprinkler system installed? (Circle one): es o YeKs �A■ Is approval of homeowner's association or other private entity required)?(Circle one): ® Describe in detail the type of work to be performed: E-W Kolv`E Property Owner Information Name:[j i lljAm 7, Anil A*ome 1-tw-tsod Address: 13051 )A i e,4 1-ANd (,Lem (sky S. City ?AG k SO)J 0rl1(E- Statetrl.Zip 3ZL4(. Phone Contractor Information: Name of Company: &)fig c L LoasT. 6d. 3rN c. Quali ng Agent: 6AMA-a . T12- Address: I7-z3 TRp,ii.cj�-30ob arl- City NF—oNc Bela. State Fc-. Zip 3Zz(ae. Office Phone Z1 1`700 Job Site/Contact Number S(o 8-air State Certification/Registration# C3Goz`20-] Office Fax# 7-14F1 -7005 Architect Name & Phone # Engineer's Name & Phone# qt?,- 1435 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 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 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 CONCAENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. i hereby certify that I have read and examined this application and know the same to be true and correct. Allprovisions 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 lmv regulating construction or the performance of construction. Signature of Property Owner: 46/r Signature of Contractor: Sworn-to and subs . e be re me Swo to and subs iMe before this (% Day of K this�Day o 0 Notary Pu li Notary Pub AMIOUS GWEL ALEXIOUS GAMEL REVISED 0 3.05.07 ¢OTARY pUpILIC-STATE OF FLORIDA NOTARY PUSUC-STATE OF FLORIDA COMMIftON#DD450211 COMMISSION#DD450211 EXPIRES 03111/2008 EXPIRES 03111/2008 r A;•^.r`i T-C 1408-NOTARY/ SONDE TH?lJ 93fl6 tdBTARYl FISHER IUUSLY LLAS ;UAL I am Jb4/]Jd [,lay [5 LUUb I /:U/ F. UL 3 � � i21 Ste. M A P I S H t7IW I N G S U R V E Y o _F LOT 36 AND THAT PART-OF LOT 39, LYING NORTH TERI,Y OF THE EXTENSION SOUTHEASTERLY OF. THE SOUTHERLY LINE OF LOT 4, TO ITS INTERSECTION WITH THE WEST RIGH OF WAY-UNE OF 12th STREET. ALL IN BLOCK 1, SELVA•MARINA UNIT NO. 1, ACCORDING TO THE PLAT THEREOF RECO DED IN PLAT BOOK.23, PAGE 4. OF THE CURRENT PUBLIC RECORDS OF UVAL COUNTY, FLORIDA. CERTITM TO: AMERICAN OME MORTGAGE ACCEPTANCE, .INCORPORATED, OLD RJ;PUBLic NA OVAL TITLE )NSURQTCE COMPANY au-d ESHER, OUSEY•, LEAS &'BAIL., P-A, THE p• HOURIM LITMr, IMST i I 5 (19(L f/z'IRON � 00 to+ol �jgry •p� � O + T S 3 r h � 601 J. � ti Sf h fie'OAK . AT wRWEER NER I e 1 I Lay o L 0 T 3 8r\ a Ri PE W I - t/)IRON o v LO 41 S b• 4 � 4 to 1/2"IRON a.s AC pbID) m 36 Q' f-O. of •� C�) 7S�s Pp 4T o,, LOT 3s O Fv. I/21 FON PARI OF Rro m� .c• SOT 39 -LE-G. r3 r3 CONCRM MONUMEM LLIS, CURTIS do KOOKER, INC, '� o IRON PIPE OR ROa1660 EMERSON STREEL LAND SORVEYOR5 AND PLANNERS 0/E OVERHEAD aFCMC JACxSO(8o4)) 396ORIDA 322 J (Leg ,5080) 0/i wERHIJ,D TELEPHONE FAX (9c�a) 396-9097 X CRSS.-CUT IN CONCRETE X—X FEWE 1.) Thia la ;o: Bauadary au ey. As beat determined from or. N.No abatrv.t of Title fu fished.. �J irlspectJon of Flood Insurance Rata 3.) Not abstracted for e03 menta. Oro G. vert Jr. P. a- 3 Map: 120075 0001 0 4- Basis of Baoringa:'AIau ,ed Louls J. Evefett P_L•5. No. 4099 dated 4-17-83 the lands/ha0ae 'N• 05•-29'-d0" E- cion the Prnfesaional Surveyors and Mappers aurveyed lie in Zone 'X"- WBEt line of Lot-35, State of Florida Not valia unleai) Surveyor a Official anal is ambocscd hvr on. SCALE'��20_ DATA_ 1T-9-Oa _ B_. I DRAF(SMAN: N G E 04987 - H .._.o._,.:.. Receiv-ed Time-6 Y • 25 • 6 : 5 5 P M ORDER M A P O F S U R V E Y LOT 38, AND THAT PORTION OF LOT 39 LYING NORTHERLY OF THE •w SOUTHERLY LINE OF LOT 1, AS PROJECTED IN A SOUTHEASTERLY DIRECTION, ALL IN BLOCK 1, SELVA MARINA, AS RECORDED IN PLAT a BOOK 23, PAGE 4, CURRENT PU BLIC RECORDS OF DUVAL COUNTY, FLORIDA. O Q 0 0� ( T .��tKh 561 SO \ �� OW0t- � SCALE 1" - 20' PU i .;ICtC o�o i q`Qo O L 0 T 3 8 o ' i rn " v A C A N T �, oo ry 0 o Q� 0) O z Z / O ^0 �. Of - �- ' / v wo ���' �a O L o ). N7 5 57"W IZ .- _L T 3 N L O T O S 78•gg'OS"E N78-59 OS ' 2 N 78 sq "W 119.05' ^U OS"W 119.72' r1ElD - ;o l• L n Iw n IJ c� I vi W Ir IfL- � o I Im r I I I L 0 T 3 9 I L O T 4 0 —' THE PROPERTY SHOWN HEREON APPEARS TO LIE IN FLOOD ZONE "X" (AREA LOT 2 1 OUTSIDE 500 YEAR FLOOD PLAIN) AS WELL AS CAN BE D'=TERMINED FROM + THE "FLOOD INSURANCE RATE `%1AP" COMMUNITY—PANEL NUMBER 120075 0001 D REVISED APRIL 17, 1989 FOR THE CITY OF ATLANTIC BEACH, DUVAL NOTES: COUNTY, FLORIDA. THIS IS A BOUNDARY SURVEY. BEARINGS BASED ON THE EASTERLY PROJECTION OF THE SOUTHERLY LINE OF LOT 4 AS BEING N78'59'05"W AS PER PLAT. BUILDING RESTRICTION LINE AS PER PLAT. r "NOT VALID WITHOUT THE SIGNATURE AND THE DONN W. BOATWRIGHT, P.S.M. ORIGINAL RAISED SEAL OF A FLORIDA LICENSED FLORIDA UC. SURVEYOR and MP,PPER No. LS 3295 SURVEYOR AND MAPPER." FLORIDA LIC. SURVEYING & MAPPING BUSINESS No. LB 3672 [CHECKED BOATWRIGHT LAND SURVEYORS, INC. DATE: DRAWN BY: MCC APRIL 17, 2007 FILE: 2007-449 1500 ROBERTS DRIVE, JACKSONVILLE BEACH, FLORIDA 241-8550 SHEET i OF-I— r FORM 60OA-2004R EnergyGauge@ 4.5 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: Tomsom Residence, 377 12th Street Builder: Gamel Construction Co.' Address: 377 12th St Permitting Office: Atlantic Beach City, State: Atlantic Beach, FI Permit Number: Owner: T. 7'o^Sa..1 Jurisdiction Number: 261400 Climate Zone: North 1. New construction or existing New - 12. Cooling systems 2. Single family or multi-family Single family _ a. Central Unit Cap:48.0 kBtu/hr _ 3. Number of units,if multi-family 1 - SEER: 13.00 _ 4. Number of Bedrooms 4 _ b. Central Unit Cap: 18.0 kBtu/hr _ 5. Is this a worst case? No _ SEER: 13.00 _ 6. Conditioned floor area(ft2) 4066 ft2 _ c. Central Unit Cap:24.0 kBtu/hr _ 7. Glass type and area:(Label reqd.by 13-104.4.5 if not default) SEER: 13.00 _ a. U-factor: Description Area 13. Heating systems (or Single or Double DEFAULT) 7a.(Dble Default)692.0 ft2 _ a. Electric Heat Pump Cap:48.0 kBtu/hr _ b. SHGC: HSPF:7.70 _ (or Clear or Tint DEFAULT) 7b. (Clear)692.0 ft2 _ b. Electric Heat Pump Cap: 18.0 kBtu/hr _ 8. Floor types HSPF:7.70 _ a. Slab-On-Grade Edge Insulation R=0.0,369.0(p)ft _ c. Electric Heat Pump Cap:24.0 kBtu/hr _ h.NT/A _ HSPF:7.70 _ c. N/A _ 14. Hot water systems 9. Wall types a. LP Gas kL,IQ�� Cap:3.0 gallons _ a. Frame,Wood,Exterior R=19.0,3375.0 ft2 _ EF:0.63 _ b. Frame,Wood,Adjacent R=11.0,424.0 ft2 _ b. LP Gas Cap:3.0 gallons c. N/A - EF:0.63 _ d. N/A _ c. Conservation credits _ e. N/A _ (HR-Heat recovery,Solar 10. Ceiling types - DHP-Dedicated heat pump) a. Single Assembly R=20.0,3 56 1.0 ft2 15. HVAC credit, 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: Interior Sup.R=6.0, 150.0 ft2 MZ-C-Multizone cooling, b. 2 Others 250.0 ft _ MZ-H-Multizone heating) Glass/Floor Area: 0.17 Total as-built points: 43606 PASS Total base points: 48255 hereby certify that the plans and specifications covered by Review of the plans and this calculation are in compliance with the Florida Energy specifications covered by this 0VTHE Sr Code. calculation indicates compliance �~ = ` 0*6 PREPARED BY: with the Florida Energy Code. F ,, j Before construction is completed i DATE: this building will be inspected for 0 I hereby certify that this building, as design d, is in compliance compliance with Section 553.908 with the Florida Energy Cod . Florida Statutes. r� 5� CpD�.�4 OWNER/AGENT: BUILDING OFFICIAL: DATE: Z'P? -0 7 DATE: 1 Predominant glass type. For actual glass type and areas, see Summer&Winter Glass output on pages 2&4. EnergyGauge®(Version: FLRCSB v4.5) LOUIS J. GABRIEL, P.E. 419 Sophia Terrace Saint Augustine, FI. 32095 3/ 21/ 2007 Re: Lot 38/39 Blk. 1 Unit 1 Selva Marina,Atlantic Beach, FI. Dear Building Inspector:- The architectural plans of the subject structure have been reviewed by myself for compliance with section 1609 of the 2004- FBC for three second gust wind speeds of 120 mph and concluded that the building structure will satisfy the wind loading requirements of section 1609 of the 2004- FBC as long as sheets #S-1 through #S-5 of the architectural drawings are satisfied. It shall be noted that the following criteria were assumed throughout the review and analysis:- a) that the lateral diaphragm of roof and floor sheathing/trusses system is of the flexible type, b) that the shear walls segments will interact in unison due to their attachment to the above mentioned lateral diaphragm, c) that the entire roof uplift forces will be transferred to the footings through the use of metal strapping ;thus, the uplift resistance of the designated shear walls sheathing will be neglected, d) that the shear wall segments will distribute the designated shear forces based upon their rigidities, e) that I have no knowledge of any subsurface soil condition report ; thus, all footings were designed assuming an allowable soil bearing pressure of 2000 psf. If contractor found any differing conditions through soil removal or soil report that will affect the above mentioned assumption, then I shall be notified and possible footing design revisions may need to be implemented prior to commencing with footings work. Please let me know, if further help is needed. i cerel Louis J. Gabriel, P.E. WIND FORCES STRUCTURAL ANALYSIS FOR LOT 38/39 BLOCK 1 UNIT 1 SELVA MARINA , ATLANTIC BEACH, FL. THE ANALYSIS IS STRICTLY DONE TO INSURE COMPLIANCE WITH THE MINIMUM WIND LOADING REQUIREMENTS FOR THREE SECOND GUST WIND SPEEDS OF 120 MPH AS OUTLINED BY SECTION 1609 OF THE 2004- FLORIDA BUILDING CODE" PREPARED BY: LOUIS J. GABRIEL DATE: MARCH 21ST 2007 11 tt�o� .Sheet' Date I 1. 3 1Z o� L► G brr ., of Lot so 13,1 �U�t- . spa M � u b its I dim.c.� �a s 46- = i eRD S s Ftp o r • o,o F TY 1plo o r M JJcX' .--" 5 ti�a;Q Q Yom, Force cit= -'• R d v► �t� � A.t 04F:�ce;r1 o W� shy.-� � �►a-� � �a� � • �Q�� cOw"WW" wJ<< 4114 P ©%is. wnLess vto e o ata . o tis D� Y� s r Sheet L of DATE: �llZlb1 �,c�hr�e� Cas<< s vGwe- 1,4,J +t"'OL' (OC)' L;A In C) � ���� �-YeS � N�> �►�poctar+ce Factor, I = 1- CxoSw(e- v W in� bor�n� 6)a66s �f�►ls� C1INe) • ► F �t1 .. ID t� b Cov+CVAI. CAM fU'<Vr " t tI, YAA,�­ Py.. e. o� Q � �•�� 5ho�n ___ 6�10� __ C S � � � WINMOOPINE Q" WHIEULE MR RMOXIER RAST 6N€B (H,)�a Panel Span:5 2 ft 2 ft<Panel Span 4 h<Panel Span 6 ft<Panel Span. <4ft <6H <a" 2 IR#6 Wood Screw3 16 16 12 9 2 IR NS Wood Screws3 16 16 16 12 Double-Headed Nails4 12 6 4 3 Sl:1 inch--25.4 mm 1 foot=305 mm Nota: 1. This table is based on a maximum wind speed of 130 mph(58 rr>!a)and men roof height of 33 feet(10 m)or less. 2. Fasteners shall bm-,iAW—OW Al 9PP0,401 ends of the wood stsuawal panel• 3. Where screws ate i {`totr15sR4P,s 4io 00006040m,they shall be attached using vibration-resistant anchors having a minimum withdrawal rapac- ity of 490 lb(2FgQjr ). 4. Nails shall be IN epWDOW Of 124bOx 4*AkEh `nai)s. p. eVt4.,;� S lk t_ S tYy,jmA4_ v►i��� bt GAS ort��► oP ew% �'` CS p � �. v pint � IRAQ F s1�� C C.ow�ow�rt�� c� �� C�5•H P5 F A,U,OW. WpnQ W� � Q ��r a d (AW-' Aq_v\ N•J- t SPze ll L, ("0" Cz pA*ze ejvj Bz lbs c�5•y�c2�cQ•6�� 605• � abs Per W cm 1 «s s t s tyre fWt 00-A) ( � 3©�},�^�C R'°f.� {pct ADV Firuti. ar,� DATE: Sheet '6 of y t2nu �h t�1 NZ•5 A c-1 a�� ®Y 60D2� �p lbs C (10 14S Cos ©-f �{ 5 PAF 2 Spa. O �►., v�t�4-� strfw s . 5 pH ,"S)�o ' - 3 Z o-(� C YeJ/ N o� ravl- n 4%-z,4n to- av� 3 82 � F steel. POk 01 5y 0-G C Yej l 00) �[�vid�'-�. �'� � O©o) x(.33 ) ��•�5��- 5q I �� � X155 (��� �c�c.. Cf�S •c,��E;i cs�. w� 4f 5 Roh v--k 60 `0-c- tw�d 4.311 C70/60D) ( 33) 15 : ►loyq P � .� �Uu-Q• T�s;v, v� '/z A 36 Gott' = 0"s AP F o r �e sser O , Z 4b J� o 2! 1600 Psi F4 = U,o 0o p s•i A� : 0 2 ;,r z A P_ 7 Q6 6 = 6• t FF«EI"..C- -e-WA�-gid. Z190 16s or 19.90 S �� 2"+X lI$ '.i LL rock Ste eL A-26 W - _� b�cr�•= s ASH rs... �i ut�cQ F 2'1..k (Srcr' -F-61 (uo*J)- 400 . 5�.--> _F6 _-�I�q.U��C��.2�C1T)C1/q�-�a.5.)?.= 545ps� -r-b-tIt .)� Cgoo)U' 3?) = 53zp�► ' 5gSPsi o.� F; �.,4 , M oat (o-�-S)Co•T5�C�5XSq�)Cl14)=4o'�b�.l Fb = M/5 =qa /0.0026 S _ :/5299L(27oo0)(1.33) 5�e A r �rhA I "S-lwt O N Am cAu r lao lts v-K r ' P}UVWable T c► r� v� `/L �' fa3G , b le cukc _) Ft = IA40 Ids (See above A Lluw c�'Ue. S�,ie" a, tz.,• + A'3 6 6o 11, = 350 q Fm Ab or o•It 86 F� 1iuz�a�ie Sherr= 350 )bs o Y Co•►2)fo•Z)c 36,000) _ $�� 161 Sheet _of DATE: n x � x t l� c M�A I&1;4C . . doo P S F'v� = 3�.'? s� v3 e 3 P si (ou, P Nek Olre off` 1 z" H� `/ Ft =� vat - (3 5)C4J&bo IbS vat,c - (!•33) ( 1�0d) = 2234 16j)Pt. �cr S t afdA for Ski o.0 Ter,sivhi. res Fft7 0�rtiN�►► v►ti S e ) � � = 3000 ��� , F� �a, n0a PseTTC �/ c,P� Ct•33)C 55) Ct2) Cts 878t Ibs w, � �,.� fn`s '►��� bo �� 7- $ UCOCrO - C &CPQ)] I : �o, 00ZS�) c o<85)(D• t��� 1 )617 (v )Z 0 . 00 -�� � — 2$.z •PsF G G t' �•55 (� -=laws �te slwre cps F LA) � p f �JJ OI O O roTroro ,�y � r A W N 3 0 O O O O O S O J i Qi Q OFJ '''?(a�Gp•UNo3`ranuOAyuJntIIti oGGmO_OO�ANOWUJDwvDOANbNA 0❑C0.j°y^wANAwNOO�QwWJ p:,, m7�_NNTWUOWbNJo.W A0 o' mNN<ANANOWA.'ANo�DWJwwJc-o\ oGOOm=wNNNaorb�O[WNN.J 0o 0 COy7W`JONr`rUOOJNP+ m�_.bNNUJJ-NO,Obd WJONNo,�bUONA Jo-.' E6m^NbNN-UbW 1^N 0+•' 7�_O^N.O0A,_Jb'0ow NW- ' o 0 TO Fm Ia Sp 4momaNiO. Dra3Dlr 'r Z y m0N _ H _ _ n DOd O OoOm 1. n a n a n a n a n a A a n m O oo D a m ZN Q .z to m In Ih [A Z rym N-mo�m ON mA 0C O aOZ < OO<rODa„2�Omi mDp G D NZO D m Z1J Q, O O O O b O b b W W w O mWO 0D:1 Nc a) mc mP m o -' ^o U O lZJ A J A ,D N U O C O C Z O O O O O O O O O O O O � DD N 91 O W b oo U J A W N U m x o IJ J in 4. O A w w ZYC D N O m 000c 10 Co N= m U Oow 10 w \O J IJ C. �7 J w oo OmC - • • -- 0 " 00 00 \D J J J A WO O, 0o N N mO O u O 0 O, a Ojn ON bo Oy O \:D co In 00 J J O CD LA b ,D U Umo N C A O, po OD N oo A U O A W O W O m A N N w w A w O, C, o 0o w w n N N N N N N G 0 N b w b 'O O, O, O, N O N N b bb T0, O, W W w O oo O O E O ...JC oo A woc O J O O A O A A O N O O . ) o o ^ o m � 0o O N oo T00 U r° C �A ae.r II i y O 0 b b � ---------- z _____ O m --- O 00 o'0 C = m a ii Ass m i I D get < t ea e e e 11 - - ��� gF L Ti ;as piF p 3 $ ESY N I; ��� � � � �Fi AEEi�, �• n0aS�6te!4 t�� S��bi ���t� � I I A i = � � i �i 3 d •E� ��,`F3 ��g�"a Y�? `� l�;lRd iiC..• i j r 0 8 �� +Yv�i ��•�i ?7 7 �� ���� 1 � ~ 04 -n Y r+ D N _ A ti Ocp t J i a m y Z '" U\J , F PLANS Gamel Construction Co. N m 4& DAYE MOSBY TOMSOM RESIDENCE N m Residential Deet ne Lot 38/39, Block I - Selva Marina Unit 1 �".n: Data: JAN.73,7001 g u.r wcwer..rss woun ee.00aeaem'en.e io cwanesrn 3T1 12th Street - Atlantic Beach, Florida O s� rC4 N S ol Tq 1 In N C ► i v' y6 o 6 X 0 w �c v lb M Q Li O pis 0 00M <6� W N M Z w�'c �WWe a wFC, :P: _ Z U) � Zoe O p O O rJ o p N w, ` Joh z4 En z "02. a v �9 00CIA ��n a N rO N N� a Z�� J N_ d W UJ L 4 00 CQ N cv iv z a .. — . z u u — Q « J /1 — m m LIU, A" it m -------••---A- -__------------------------------------- m $m r "g m ----------------------------- ---------------- ----- .....----­------_---_ --------- .ell T_ T_ ... ......... 70 -j fig RF gt 7 r Gamel Construction Go. �T�*=�To -T FINAL PLANS DAVE MOSBY - —-�L: TOM50M fRE51DENCE DAVE Aw&-�- jor� L 1-ins , I - 5elva Marina Unit I Lot 35/3c3, E3u.r To--T—, IJ4'-V-O' r'>6619m 371 12th Street - Atlantic E3ea(::h, Florida JAN.23,2001 Qr Z -z 0 O w Om D _a Z ry Q w a Z .Z d z wNo c�wa a z a t o avid (n ca� c z0:Z dao2, av WaQ N 4 0c w� o Z r "i a woQZ SO �a(L • J V) a AWL ? N m z J OI OO S N a �z 0� M z?�ii3 H H n � r CITY OF ATLANTIC BEACH, FLORIDA Approved by APPLICATION FOR ELECTRICAL PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE: 3 _ ° 19 F`P 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. JOURNEYMAN ELECTRICAL FIRM: MASTER ELECT CIAN SIG ATURE NAME U Ct e-, ADDRESS: 3 ?7 RFD BOX BLDG.SIZE BETWEEN: RES.(4' APT. ( 1 COMM. ( 1 PUBLIC 1 1 INDUS. ( 1 NEW ( ! OLD (,1' REW. ( 1 ADDITION ( ) TRAILER ( 1 TEMP. ( ) SIGNS ( ) SO. FT. SERVICE: NEW ( 1 INCREASE (P- ' REPAIR ( 1 FEE CONDUCTOR SIZE AMPS G COPPER 1 1 ALUM. 0-1 SWITCH OR BREAKER 0 0 AMPS / PH 3 W :2?©VOLT _S,64, RACEWAY EXIST.SERV.SIZE AMPS PH 3 W `30 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 BELL TRANSF. APPLIANCES AIR H.P. RATING H.P. RATING CONDITIONING COMP.MOTOR OTHER MOTORS AMPS CEIL HEAT: KW-HEAT 0-1 1 MOTORS H.P. VOLTAGE PHS NO. 1H.P.. VOLTAGE PHS MISCELLANEOUS TRANSFORMERS: UNDER 600 V. OVER 600 V. NO. KVA NO. lKVA NO.NEON TRANSF. NO. VA. MA. MOTOR SIZE SWITCH FLASHER EACH SIGN FOR/U,ARDED $ TOTAL FEES � ��6f CITY OF ,, Ige d .. Office of Building Official REQUEST FOR INSPECTION 9�� (J Permit No. y Date Q A.M. District No. P.M Received r Locality Job Address � Contractor MECHANICAL Owner's PLUMBING Name LECTRICAL Air.Cond.& CONCRETE Rough Heating BUILDING ting Top Out Fire Place Framing G FooTemp Pole Sewer Slab Final Pre Fab ^ Re Roofing 0 Lintel READY FOR INSPECTION Friday Thurs. Wed. A.M. Mon. Tues. P.M. Inspection Made Final Inspection C --__ Inspector ' _ / m, Certificate of Occupancy Date o � ooma b b �o 0o v O� cn P W N LA P W N .-• G t<o cT �• CD. CD o . w cs. 9 q O cP a o Q. o � n b ,� 0 b rO o C, W d CD Ln aq v n _ate o 0 '� C o o w N 0 b I o V1 `1 Vt � • U � h � CD CLto � N �- G 0 0 . b CD pn* A. o a L C CD Imo a o � < o� y A b � Cr S - 0v 0 CD � H CD On b b cu ° m• � o O o n: o o < � ►� o C- �:lb C a � _ Im EL 0 C") N O N PO IL a .a ►r� r & C cL �C (D n 0 oo v O� v� A W 'N v O� to A w N -• � t�'o �1 a $ N o CDco W N y ti O O CCD �t CD � L � N O N ri b C JA v, a Rrbr, 3 0 r JA n R R1 A+ - 3 Z kA � T W ,.n 0 ILN W r ° m _ C n n W N p oo J O lA A W N ►.. p p Oo v PN to 14. W N O 8 a 't7� O `C 0 t�1 0 Q p pp b N ,b Oq po ,+ wiCD 0 co OQ v o O rJQ CD ca tV CD p oa o oQ y g CD x � d -4 e z c to 0 r IV r 3 � ° C7 � � O O r C � N WJ � r 0 cn�o coo on C7 F S';l b 5 00 ab 'C7 O Cay ,;co, `O S' R. N ~ Oq tJ O C7 � CD a.. '' C CD CD Y `� o CD a' C -- : q Fx CL z •, = w n y r co OO b 0 CD ,rT" o p �C c m c w CD CD CD 0 g 0 o r* oCr cr CD m T En o -1 ti :7 5 Q' p- o y n m � CD dao `°El ao o r- < o° i o 0 (71 rte, co 0. " ° CD ; N• _) t�i� �+ � � SLS. � C _ �• > C O t3 O'QQ �� m 'O CD C n -o" N CD CD 8 ; CDo Cl CD a•� `° b y 'o 'd a. z N d CD CL c ao 'a m °• ►c' tCDn ^ C p v� 00 cr 0 � A cn C7 b CD . N ob m t v �iLIJt1i t r. .� /F+i y• O rA co m o .a CD o co a. N c y FORM 60OA-2004R EnergyGauge@ 4.5 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: Tomsom Residence, 377 12th Street Builder: Game] Construction Co. Address: 377 12th St Permitting Office: Atlantic Beach City, State: Atlantic Beach, FI Permit Number: Owner: W I h, Am T. Td KS.-A Jurisdiction Number: 261400 Climate Zone: North 1. New construction or existing New _ 12. Cooling systems 2. Single family or multi-family Single family _ a. Central Unit Cap:48.0 kBtu/hr _ 3. Number of units,if multi-family I - SEER: 13.00 _ 4. Number of Bedrooms 4 - h Cp"trnI Iv,if Cap: 18.0 kBtu/hr _ 5. Is this a worst case? No - SEER: 13.00 _ 6. Conditioned floor area(ft') 4066 ft' _ c. Central Unit Cap:24.0 kBtu/hr _ 7. Glass type] and area:(Label reqd.by 13-104.4.5 if not default) SEER: 13.00 _ a. U-factor: Description Area 13. Heating systems (or Single or Double DEFAULT) 7a.(Dble Default)692.0 ft' _ a. Electric Heat Pump Cap:48.0 kBtu/hr _ b. SHGC: HSPF:7.70 _ (or Clear or Tint DEFAULT) 7b. (Clear)692.0 ft' _ b. Electric Heat Pump Cap: 18.0 kBtu/hr _ 8. Floor types HSPF:7.70 _ a. Slab-On-Grade Edge Insulation R=0.0,369.0(p)ft _ c. Electric Heat Pump Cap:24.0 kBtu/hr _ b.N/A _ HSPF:7.70 c. N/A _ 14. Hot water systems 9. Wall types a. LP Gas, `��� Cap:3.0 gallons - a. Frame,Wood,Exterior R=19.0,3375.0 ft' _ EF:0.63 _ b. Frame,Wood,Adjacent R=11.0,424.0 W _ b. LP Gas Cap:3.0 gallons _ c. N/A _ EF:0.63 _ d. N/A _ c. Conservation credits _ e. N/A _ (HR-Heat recovery,Solar 10. Ceiling types _ DHP-Dedicated heat pump) a. Single Assembly R=20.0,3561.0 ft' 15. HVAC credits _ 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:Interior Sup.R=6.0, 150.0 ft' MZ-C-Multizone cooling, b. 2 Others 250.0 ft _ MZ-H-Multizone heating) Glass/Floor Area: 0.17 Total as-built points: 43606 PASS Total base points: 48255 I hereby certify that the plans and specifications covered by Review of the plans and THE sT this calculation are in compliance with the Florida Energy specifications covered by this yp4 = 9TFo Code. calculation indicates compliance ,n PREPARED BY: with the Florida Energy Code. DATE: Z. Before construction is completed this building will be inspected for I I hereby certify that this building, as designed, is in compliance compliance with Section 553.908 with the Florida Energy Co . Florida Statutes. j�C �g�' OD wr-� OWNER/AGENT: BUILDING OFFICIAL: DATE: Z-0 -07 DATE: 1 Predominant glass type. For actual glass type and areas,see Summer&Winter Glass output on pages 2&4. EnergyGauge®(Version: FLRCSB v4.5) FORM 60OA-2004R EnergyGauge® 4.5 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 37712th St, 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 4066.0 18.59 13606.0 1.Double, Clear E 1.3 8.0 54.0 42.06 0.97 2207.0 2.Double,Clear E 18.8 9.5 48.0 42.06 0.39 793.0 3.Double,Clear S 17.3 8.0 24.0 35.87 0.45 384.0 4.Double, Clear SE 11.8 9.5 96.0 42.75 0.45 1866.0 5.Double, Clear E 29.0 8.0 24.0 42.06 0.36 360.0 6.Double, Clear S 13.3 8.0 72.0 35.87 0.46 1194.0 7-Double, Clear S 11.3 9.0 24.0 35.87 0.49 421.0 8.Double, Clear E 1.3 8.0 42.0 42.06 0.97 1716.0 9.Double. Clear N 1.3 6.0 16.0 1920 0.95 293.0 10.Double, Clear N 1.3 6.0 40.0 19.20 0.95 732.0 11.Double,Clear E 1.3 7.0 14.0 42.06 0.96 564.0 12.Double,Clear N 4.8 5.0 5.0 19.20 0.72 68.0 13.Double, Clear W 1.3 6.0 11.0 38.52 0.94 397.0 14.Double,Clear S 6.0 6.0 5.0 35.87 0.52 93.0 15.Double, Clear W 10.0 9.0 9.0 38.52 0.50 174.0 16.Double,Clear W 1.3 6.0 9.0 38.52 0.94 324.0 17.Double, Clear NW 1.3 8.0 90 25 97 n ga 77R n 18.Double, Clear W 1.3 8.0 18.0 38.52 0.97 674.0 19.Double,Clear SW 1.3 8.0 9.0 40.16 0.97 349.0 20.Double, Clear W 1.3 5.0 12.0 38.52 0.91 418.0 21.Double,Clear W 1.3 5.0 16.0 38.52 0.91 558.0 22.Double, Clear S 1.3 8.0 41.0 35.87 0.95 1394.0 23.Double,Clear E 1.4 8.7 7.0 42.06 0.97 286.0 24.Double, Clear N 1.3 8.0 7.0 1920 0.98 131.0 25.Double,Clear N 1.3 8.0 32.0 19.20 0.98 600.0 26.Double, Clear S 1.3 6.0 48.0 35.87 0.89 1535.0 As-Built Total: 692.0 17759.0 WALL TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Adjacent 424.0 0.70 296.8 1. Frame.Wood, Exterior 19.0 3375.0 0.90 3037.5 Exterior 3375.0 1.70 5737.5 2. Frame,Wood,Adjacent 11.0 424.0 0.70 296.8 Base Total: 3799.0 6034.3 As-Built Total: 3799.0 3334.3 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 18.0 2.40 43.2 1.Exterior Wood 52.0 6.10 317.2 Exterior 52.0 6.10 317.2 2.Adjacent Wood 18.0 2.40 43.2 Base Total: 70.0 360.4 As-Built Total: 70.0 360.4 EnergyGaugeO DCA Form 60OA-2004R EnergyGauge(D/FlaRES'2004 FLRCSB v4.5 FORM 60OA-2004R EnergyGauge®4.5 SUMMER CALCULATIONS Residential Whole Buildina Performance Method A - Details ADDRESS: 377 12th St, Atlantic Beach, FI, PERMIT#: BASE AS-BUILT CEILING TYPES Area X BSPM = Points Type R-Value Area X SPM X SCM = Points Under Attic 3097.0 1.73 5357.8 1. Single Assembly 20.0 3561.0 5.51 X 1.00 19631.3 Base Total: 3097.0 5357.8 As-Built Total: 3561.0 19631.3 FLOOR TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Slab 369.0(p) -37.0 -13653.0 1. Slab-On-Grade Edge Insulation 0.0 369.0(p -41.20 -15202.8 Raised 0.0 0.00 0.0 Base Total: -13653.0 As-Built Total: 369.0 -15202.8 INFILTRATION Area X BSPM = Points Area X SPM = Points 4066.0 10.21 41513.9 4066.0 10.21 41513.9 Summer Base Points: 53219.4 Summer As-Built Points: 67396.0 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 48000btuh,SEER/EFF(13,0)Ducts:Con(S),Con(R),Int(AH),R6.0(INS) 67396 0.53 (1.00 x 1.147 x 0.86) 0.260 1.000 9266.9 (sys 2:Central Unit 18000btuh,SEER/EFF(13.0)Ducts:Con(S),Con(R),Int(AH),R6.0(INS) 67396 0.20 (1.00 x 1.147 x 0.86) 0.260 1.000 3475.1 (sys 3:Central Unit 24000btuh,SEER/EFF(13.0)Ducts:Con(S),Con(R),Int(AH),R6.0(INS) 67396 0.27 (1.00 x 1.147 x 0.86) 0.260 1.000 4633.5 53219.4 0.3250 17296.3 67396.0 1.00 0.992 0.260 1.000 17375.5 EnergyGauge T" DCA Form 60OA-2004R EnergyGauge@/FlaRES'2004 FLRCSB v4.5 FORM 60OA-2004R EnergyGauge@ 4.5 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 377 12th St, 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 4066.0 20.17 14762.0 1.Double, Clear E 1.3 8.0 54.0 18.79 1.01 1029.0 2.Double, Clear E 18.8 9.5 48.0 18.79 1.45 1306.0 3.Double,Clear S 17.3 8.0 24.0 13.30 3.54 1129.0 4.Double,Clear SE 11.8 9.5 96.0 14.71 2.14 3023.0 5.Double,Clear E 29.0 8.0 24.0 18.79 1.51 679.0 6.Double,Clear S 13.3 8.0 72.0 13.30 3.40 3253.0 7.Double, Clear S 11.3 9.0 24.0 13.30 3.09 986.0 8.Double,Clear E 1.3 8.0 42.0 18.79 1.01 801.0 9.Double, Clear N 1.3 6.0 16.0 24.58 1.00 393.0 10.Double. Clear N 1.3 6.0 40.0 24.58 1.00 984.0 11.Double, Clear E 1.3 7.0 14.0 18.79 1.02 268.0 12.Double, Clear N 4.8 5.0 5.0 24.58 1.02 125.0 13,Double,Clear W 1.3 6.0 11.0 20.73 1.02 231.0 14.Double, Clear S 6.0 6.0 5.0 13.30 2.73 181.0 15 Doiihle, Clear W 10,0 9.0 R 0 2074 1.18 2190 . 16.Double,Clear W 1.3 6.0 9.0 20.73 1.02 189.0 17.Double. Clear NW 1.3 8.0 9.0 24.30 1.00 218.0 18.Double, Clear W 1.3 8.0 18.0 20.73 1.01 375.0 19.Double, Clear SW 1.3 8.0 9.0 16.74 1.02 153.0 20.Double, Clear W 1.3 5.0 12.0 20.73 1.03 255.0 21.Double,Clear W 1.3 5.0 16.0 20.73 1.03 340.0 22.Double, Clear S 1.3 8.0 41.0 13.30 1.02 556.0 23.Double,Clear E 1.4 8.7 7.0 18.79 1.01 133.0 24.Double, Clear N 1.3 8.0 7.0 24.58 1.00 172.0 25.Double, Clear N 1.3 8.0 32.0 24.58 1.00 786.0 26-Double, Clear S 1.3 6.0 48.0 13.30 1.08 687.0 As-Built Total: 692.0 18471.0 WALL TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Adjacent 424.0 3.60 1526.4 1. Frame,Wood, Exterior 19.0 3375.0 2.20 7425.0 Exterior 3375.0 3.70 12487.5 2. Frame,Wood,Adjacent 11.0 424.0 3.60 1526.4 Base Total: 3799.0 14013.9 As-Built Total: 3799.0 8951.4 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 18.0 11.50 207.0 1.Exterior Wood 52.0 12.30 639.6 Exterior 52.0 12.30 639.6 2.Adjacent Wood 18.0 11.50 207.0 Base Total: 70.0 846.6 As-Built Total: 70.0 846.6 EnergyGauge(D DCA Form 60OA-2004R EnergyGauge(D/FlaRES'2004 FLRCSB v4.5 FORM 600A-2004R EnergyGauge@ 4.5 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 377 12th St, Atlantic Beach, Fl, PERMIT#: BASE AS-BUILT CEILING TYPES Area X BWPM = Points Type R-Value Area X WPM X WCM = Points Under Attic 3097.0 2.05 6348.8 1. Single Assembly 20.0 3561.0 1.81 X 1.00 6460.7 Base Total: 3097.0 6348.8 As-Built Total: 3561.0 6460.7 FLOOR TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Slab 369.0(p) 8.9 3284.1 1. Slab-On-Grade Edge Insulation 0.0 369.0(p 18.80 6937.2 Raised 0.0 0.00 0.0 Base Total: 3284.1 I As-Built Total: 369.0 6937.2 INFILTRATION Area X BWPM = Points Area X WPM = Points I4066.0 -0.59 -2398.9 4066.0 -0.59 -2398.9 I Winter Base Points: 36856.5 Winter As-Built Points: 39267.9 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 48000 btuh ,EFF(7.7)Ducts:Con(S),Con(R),Int(AH),R6.0 39267.9 0.533 (1.000 x 1.169 x 0.88)0.443 1.000 9579.0 (sys 2: Electric Heat Pump 18000 btuh ,EFF(77) Ducts:Con(S),Con(R),Int(AH).R6.0 39267.9 0.200 (1.000 x 1.169 x 0.88)0.443 1.000 3592.1 (sys 3: Electric Heat Pump 24000 btuh ,EFF(7.7)Ducts:Con(S),Con(R),Int(AH),R6.0 39267.9 0.267 (1.000 x 1.169 x 0.88)0.443 1.000 4789.5 36856.5 0.5540 20418.5 39267.9 1.00 1.033 0.443 1.000 17960.7 EnergyGaugeTm DCA Form 60OA-2004R EnergyGauge®/FlaRES'2004 FLRCSB v4.5 FORM 60OA-2004R EnergyGauge@ 4.5 WATER. HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: 377 12th St, 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 4 2635.00 10540.0 3.0 0.63 4 0.50 2067.43 1.00 4134.9 3.0 0.63 4 0.50 2067.43 1.00 4134.9 As-Built Total: 8269.7 CODE COMPLIANCE STATUS BASE I AS-BUILT Cooling + Heating + Hot Water = Total Cooling + Heating + Hot Water = Total Points Points Points Points Points Points Points Points 17296 20419 10540 48255 17375 17961 8270 43606 PASS �y04 IgE sT AT n troy `1 C� CG fllf!w d f�Cob EnergyGaugeTm DCA Form 600A-2004R EnergyGauge®/FIaRES'2004 FLRCSB v4.5 FORM 60OA-2004R EnergyGauge®4.5 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: 377 12th St, 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 cfm/s .ft.door area. Exterior&Adjacent Walls 1606.1.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 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 \ to the perimeter, penetrations and seams. Ceilings 606.1.ABC.1.2.3 , Between walls&ceilings;penetrations of ceiling plane of top floor;around,shafts,chases, soffits,chimneys,cabinets sealed to continuous air barrier;gaps in gyp board&top plate; attic access.EXCEPTION:Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter,at penetrations and seams. Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations,sealed;or Type IC or non-IC rated, installed inside a sealed box with 1/2"clearance&3"from insulation;or Type IC rated with<2.0 cfm from conditioned space,tested. Multi story Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. Additional Infiltration regts 606.1.ABC.1.3 I 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 Llectric or cutoff(gas)_must be provided.External or built-in heat trap required. Swimming Pools&Spas 612.1 Spas&heated pools must have covers(except solar heated). Non-commercial pools must have a pump timer. Gas spa&pool heaters must have a minimum thermal 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 1610.1 All ducts,fittings,mechanical equipment and plenum chambers shall be mechanically attached,sealed, insulated,and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics:R-6 min. insulation. HVAC Controls 607.1 Se arate 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. EnergyGauge TM DCA Form 60OA-2004R EnergyG2uge®/FlaRES'2004 FLRCSB v4.5 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* =85.6 The higher the score,the more efficient the home. 377 12th St, Atlantic Beach, FI, 1. New construction or existing New _ 12. Cooling systems 2. Single family or multi-family Single family _ a. Central Unit Cap:48.0 kBtu/hr _ 3. Number of units,if multi-family 1 - SEER: 13.00 _ 4. Number of Bedrooms 4 _ b. Central Unit Cap: 18.0 kBtu/hr _ 5. Is this a worst case? No - SEER: 13.00 _ 6. Conditioned floor area(ft') 4066 ft' _ c. Central Unit Cap:24.0 kBtu/hr _ 7. Glass type and area:(Label reqd.by 13-104.4.5 if not default) SEER: 13.00 _ a. U-factor: Description Area 13. Heating systems (or Single or Double DEFAULT) 7a.(Dble Default)692.0 ft' _ a. Electric Heat Pump Cap:48.0 kBtu/hr _ b. SHGC: HSPF:7.70 _ (or Clear or Tint DEFAULT) 7b. (Clear)692.0 ft' _ b. Electric Heat Pump Cap: 18.0 kBtu/hr _ 8. Floor types HSPF:7.70 _ a. Slab-On-Grade Edge Insulation R=0.0,369.0(p)ft _ c. Electric Heat Pump Cap:24.0 kBtu/hr _ b.N/A _ HSPF:7.70 _ c. N/A _ 14. Hot water systems 9. Wall types a. LP Gas Cap:3.0 gallons _ a. Frame,Wood,Exterior R=19.0,3375.0 ft' _ EF:0.63 _ b. Frame,Wood,Adjacent R=11.0,424.0 ft' _ b. LP Gas Cap:3.0 gallons _ c. N/A _ EF:0.63 _ d.N/A _ c. Conservation credits _ e. N/A _ (HR-Heat recovery,Solar 10. Ceiling types DHP-Dedicated heat pump) a. Single Assembly R=20.0,3561.0 W _ 15. HVAC credits _ 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:Interior Sup.R=6.0, 150.0 ft' _ MZ-C-Multizone cooling, b. 2 Others 250.0 ft _ MZ-H-Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed(or exceeded) o4zHE STgr�o in this home before final inspection. Otherwise,a new EPL Display Card will be completed y ,,,'''� '',.-�,o '4•n based on installed Code om lian fea es. � +in, •••. w ''�,°;:;, °�, �o Builder Signature: Date: Z- 4 •07 Address of New Home: .3`77 /Z1`-' STA AFe - City/FLZip:ATG.MITte- Scm, `L- ~f�'C Op WE� 32233 *NOTE: The home's estimated energy performance score is only available through the FLA/RES computer program. This is not a Building Energy Rating. If your score is 80 or greater(or 86 for a US EPA/DOE EnergyStar 01designation), your home may qualify for energy efficiency mortgage(EEM) incentives if you 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 8501487-1824. l Predominant glass type.For actual glass type and areas see Summer&Winter Glass output onages 2&4. $nergyGauge®(Version: FLRCSpB v4.5) RIGHT-J LOAD AND EQUIPMENT SUMMARY Zone One Energy Design Systems Job: 2/17/07 1065 Oak Vale Rd,Jacksonville,FI 32259 Phone:904-287-5339 Fax:904-287-1258 Email:energydesignsystems@gmail.com EML- Project Information For: Tomsom residence 377 12th. St., Atlantic Beach, FI Notes: Design Inf• • Weather: Jacksonville, Int'I Airport, FL , US Winter Design Conditions Summer Design Conditions Outside db 32 °F Outside db 94 °F Inside db 70 °F Inside db 74 °F Design TD 38 °F Design TD 20 °F Daily range M Relative humidity 50 % Moisture difference 50 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Building heat loss 40517 Btuh Structure 29828 Btuh Ventilation air 0 cfm Ventilation 0 Btuh Ventilation air loss 0 Btuh Design temperature swing 3.0 °F Design heat load 40517 Btuh Use mfg. data n Rate/swing multiplier 0.99 Infiltration Total sens. equip. load 29530 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Internal gains 230 Btuh Ventilation 0 Btuh Heating Cooling Infiltration 4523 Btuh Area (ft2) 2283 2283 Total latent equip. load 4753 Btuh Volume (ft') 22830 22830 Air changes/hour 0.81 0.35 Total equipment load 34283 Btuh Equiv. AVF (cfm) 308 132 Heating Equipment Summary Cooling Equipment Summary Make n/a Make n/a Trade n/a Trade n/a n/a nen n/a Efficiency n/a Efficiency n/a Heating Input Sensible cooling 0 Btuh Heatinq output 0 Btuh Latent coolinq_ 0 Btuh Heating temp rise 0 °F Total cooling 0 Btuh Actual heating fan 0 cfm Actual cooling fan 0 cfm Heating air flow factor 0.000 cfm/Btuh Cooling air flow factor 0.000 cfm/Btuh Space thermostat n/a Load sensible heat ratio 0 % Bold/italic values have been manually overridden Printout certified by ACCA to meet all requirements of Manual J 7th Ed. y 1VVr10htsoft Right-Suite Residential'"5.0.66 RSR29784 2007-Feb-19 13:34:13 ACCP. C\Documents and Settingslcustomer\My Documents\Wrightsott\Tomsom res 377 12th.St.Atl Bch.rsr Page 1 RIGHT-J LOAD AND EQUIPMENT SUMMARY Zone Master Energy Design Systems Job: 2117/07 1065 Oak Vale Rd,Jacksonville,FI 32259 Phone:904-287-5339 Fax:904-287-1258 Email:energydesignsystems@gmail.com Proiect Information For: Tomsom residence 377 12th. St.,Atlantic Beach, FI Notes- ! - • n Information Weather: Jacksonville, Int'I Airport, FL , US Winter Design Conditions Summer Design Conditions Outside db 32 OF Outside db 94 OF Inside db 70 OF Inside db 74 OF Design TD 38 OF Design TD 20 OF Daily range M Relative humidity 50 % Moisture difference 50 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Building heat loss 13282 Btuh Structure 11905 Btuh Ventilation air 0 cfm Ventilation 0 Btuh Ventilation air loss 0 Btuh Design temperature swing 3.0 OF Design heat load 13282 Btuh Use mfg. data n Rate/swing multiplier 0.99 Infiltration Total Sens. equip. load 11786 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Internal gains 0 Btuh Ventilation 0 Btuh Heating Cooling Infiltration 1146 Btuh Area (ft') 815 815 Total latent equip. load 1146 Btuh Volume (ft') 8147 8147 Air changes/hour 0.57 0.25 Total equipment load 12932 Btuh Equiv. AVF (cfm) 78 33 Heating Equipment Summary Cooling Equipment Summary Make n/a Make n/a Trade -!a Trade n/U n/a n/a n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Heating temp rise 0 OF Total cooling 0 Btuh Actual heating fan 0 cfm Actual cooling fan 0 cfm Heating air flow factor 0.000 cfm/Btuh Cooling air flow factor 0.000 cfm/Btuh Space thermostat n/a Load sensible heat ratio 0 % Bold/italic values have been manually overridden Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wrgDhltsoft Right-Suite Residential'"5.0.66 RSR29784 2007-Feb-19 13:34:13 ,ACCP. C:\Documents and Settings\customer\My Documents\Wrightsoft\Tomsom res 377 12th.St.Atl Bch.rsr Page 2 RIGHT-J LOAD AND EQUIPMENT SUMMARY Zone Up Energy Design Systems Job: 2/17/07 1065 Oak Vale Rd,Jacksonville,FI 32259 Phone:904-287-5339 Fax:904-287-1258 Email:energydesignsystems@gmail.com Proiect Information For: Tomsom residence 377 12th. St., Atlantic Beach, FI Notes: Desian Information71 Weather: Jacksonville, Int'I Airport, FL , US Winter Design Conditions Summer Design Conditions Outside db 32 OF Outside db 94 'F Inside db 70 OF Inside db 74 OF Design TD 38 OF Design TD 20 OF Daily range M Relative humidity 50 % Moisture difference 50 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Building heat loss 13004 Btuh Structure 13971 Btuh Ventilation air 0 cfm Ventilation 0 Btuh Ventilation air loss 0 Btuh Design temperature swing 3.0 OF Design heat load 13004 Btuh Use mfg. data n Rate/swing ml_tltinlier 0.99 Infiltration Total sens. equip. load 13831 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Internal gains 460 Btuh Ventilation 0 Btuh Heating Cooling Infiltration 1314 Btuh Area (ft') 968 968 Total latent equip. load 1774 Btuh Volume(ft') 9680 9680 Air changes/hour 0.55 0.24 Total equipment load 15605 Btuh Equiv. AVF (cfm) 89 38 Heating Equipment Summary Cooling Equipment Summary Make n/a Make n/a Trade n/a Trade n/a n/a n/a n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Heating temp rise 0 OF Total cooling 0 Btuh Actual heating fan 0 cfm Actual cooling fan 0 cfm Heating air flow factor 0.000 cfm/Btuh Coolino air flow factor 0.000 cfm/Btuh Space thermostat n/a Load sensible heat ratio 0 Bold/italic values have been manually overridden Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wng tSOft Right-Suite Res identialTm 5.0.66 RSR29784 2007-Feb-19 13:34:13 ACCP. C:\Documents and Settings\customerWy Documents\Wrightsoft\Tomsom res 377 12th.St.Atl Bch.rsr pane.j Qty Span Description Pitch OHL TC Size Truss O/A Height Weight TCBC OHR BC Size Ext.Weight 1 07-11-00 F17 0/0 00-00-00 4x2 01-04-00 81.1 LB 00-00-00 4x2 81.1 LB 1 04-06-OS F18 0/0 00-00-00 4x2 01-04-00 39.2 LB 00-00-00 4x2 39.2 LB C-ARim : • . • Padi4C Qty Span Description 6 00-00-00 14" x 12' RimBoard :•�rhi un•m nM.r•.Irr. Qty Description 14 FL1&FL1a TJ1560 26' 2 FL2 TJ1560 20' 1 FL3 TJ1560 24' 11 FL4 TJ1560 22' 4 FL5 TJ1560 10' ' 1 FL6 TJ1560 4' ' Qty Description 21 I - THA422 28 P - IUT412 1 W- HGUS412 ' 2 HU410-2 For FL1 a Qty Span Description ' 3 18-00-00 BM1 16"LVL (8 2 02-00-00 BM2 16"LVL (8 2 10-00-00 BM3 16"LVL (8 ' 3 20-00-00 BM4 16"LVL (8 Page 2 of 3 HOmeBASE by Alpine Engineered Products.Inc. Qty Span Description Pitch OHL TC Size Truss O/A Height Weight TC/BC OHR BC Size Ext.Weight 2 10-00-00 BM5 16"LVL (8 2 04-00-00 BM6 16"LVL (8 3 18-00-00 BM7 16"LVL (8 2 14-00-00 BM8 16"LVL (8 2 08-00-00 BM9 14"LVL (8 3 10-00-00 Bm10 18"LVL 3 20-00-00 Bm11 18"LVL Trusses: 39 Hangers: 52 Jacks: 0 Beams: 27 Piggy Backs; 0 I-Joist: 33 Rim Board: 6 Total Trusses in Package: 39 ' Page 3 of 3 HomeBASE by Alpine Engineered Products.Inc. PRODUCTS HARDWARE SCHEDULE 9/7/2006 2006 ' REACTIONS PLATE TRUSSES or Code MARK PRODUCT Page FLOOR ROOF UPLIFT HEADER JOIST TYPE NOTES 8300 A HTU2• n a;;a 128 2880 3200 1250 (20)166 14 106x1.5 TP,USS Min.Load 1/8" a 8300 A HTU26 mn v ' 128 2880 3600 1555 20 166 20 106x1.5 TRUSS Max.load Ile" a ' 8300 A HTU26 n:h 3 7. 129 2880 3100 1175 20)166 14 106x1.5 TRUSS Min.Load 1/2" a 8300 A HTU215 mh 5 1.2" 129 2880 3580 1215 20 166 20 106x1.5 TRUSS Max.Load i/2" a 8303 B HTU28 nth')7i5' 126 3745 3895 1235 26 166 14)106x1.5 TRUSS Min.Load 1/8" a 830J g HTU28 .nn�i:s- 128 3745 4680 2140 26 166 26 106x1.5 TRUSS Max.Load 118" a 83G3 B HTU28 mh'i7/t' 129 3720 3770 1125 26 166 141106x1.5 TRUSS Min.Load 8303 B HTU28 mh 7 1:,' 129 3720 4655 2140 26 16d (26)106x1.5 TRUSS Max.Load 1l2" a 8141 C HGUS26-2 nih44;1G 127 3940 5240 2325 20166 8)166 TRUSS 2PI Truss 8309 D1 HGUS28-2 nrh u 4it6' 127 6805 7925 3220 (36 166 12 166 TRUSS 2PI Truss 8311 D2 HGUS28-3 mliP t;;W 127 6805 7925 3220 f1mirli (12 166 TRUSS 3 PI Truss 83'14 E SULIR 26 86 800 1000 765 6 166 6 106x1.5 TRUSS Skewed 45' 8333 F SUL.; 210 86 1330 1660 1250 10166 10106x1.5 TRUSS Skewed 45' 8334 G LSSU210 114 1110 1390 875 10)106 106x1.5 TRUSS Slo ed-vanes 8334 G LSSU210 114 995 1205 785 9106 7106x1.5 TRUSS Skewed-varies 8321 H THJA26 134 2680 3265 960 (20)166 (6)HJ14)EJtOdxi.5 TRUSS Hip Jack&End Jack 8318 I THA422 Min 125 1635 1635 - 4)Top 21Face 166 6 166 SYS 42 8318 1 1 HA422 Max 125 3630 4145 1550 22)16d 6 16d SYS 42 8329 11 1 HA422-2 Min 125 2810 2810 4 To 4)Face 166 6 166 SYS 42 2PI S 42 8329 11 THA422-2 Max 125 4720 5525 1715 30 16d 6 166 SYS 42 2PI S 42 8325 J THAC422 Min 125 1635 1635 (4)Too(2)Face todxt.s 6 16d SYS 42 Inverted Flan e 8325 J 1 HAC422 Max 125 3630 4145 1550 (4)10dx121.5Trop (1)10dxl.5 straight SYS 42 Ske rte irtnge o Sy42 8319 K THA422 UR Min 131 880 880 (4)106 Top Fa­ a (1)100x1 Stn gnt SYS 42 S 1keDwryad a5 nto Sy42 8319 K THA422 LIR Min 131 10901090 Face 2)106x1.5 Stant SYS 42 2ply Top chord (4)106 Top (1)106 Straight Skewed 45'into 9" 8319 K THA422 IIR Max 131 1675 1675 310 12)106 Face 2)106x1.5 Stant SYS 42 Beam min. 8336 K1 THA426 Min 1252425 2425 - (4 Top(a)Face t6d 6 166 SYS 42 8336 K1 THA426 Max 125 4020 4655 1715 30 16d 6 16d SYS 42 8317 L SULIR 410 86 1860 2330 1275 14)166 6 166 SYS 42 Skewed 45' 8308 M LSSU410 i 14 2430 3035 1150 18)16d 12)10dxl.5 SYS 42 Slo ed-varies 8308 M LSSU410 114 1625 1625 1150 (14)16d (12)10dx1.5 SYS 42 Skewed-varies 8136 N IUT312 93 1110 1390 255 10 106 2 106x1.5 I-JOIST Face Mount 2.5" 0 94 2145 2680 1085 16 166 6 106 I-JOIST 2P Face Mount 81 7 O HU312-_ 8140 P IUT412 93 1110 1390 255 10 106 (2 106x1.5 I-JOIST Face Mount 3.5" 8135 O IUT412 106 2400 (4 To 4)Face 16d 2 10dx1.5 I-JOIST Too Mount 2.5" 8150 R SULIR 310 86 1860 2330 765 (14 166 6 106x1.5 I-JOIST Skewed 45' 8151 S SULIR 314 86 2395 2500 11150 (18 166 8 106x1.5 I-JOIST Skewed 45' 9147 T LSSUH310 1141 2295 1 2295 j 115018166 12106x1.5 -JOIST Sloped-varies 8147 T LSSUH310 114 1600 1600 1150 (14)16d (12)10dxl.5 JOIST Skewed-varies U1 HU9 Min 1 95 2410 3015 865 18 166 6 10dx1.5 1 PLY LVL Min.Load ' U1 HU9 Max 95 3215 4020 1440 24 166 10 106x1.5 1 PLY LVL Max.Load 8144 U2 HU11 Min 95 2950 3685 865 (22 30)166 011006x1 5 1 PLY LVL Max.Load 8144 U2 HU11 Max 95 4020 4405 1440 8148 V HGUS48 95 6805 7925 3220 36)166 12 166 2 PLY LVL ' LY LVL 8149 W 95 9155 9155 4055 (561166 20 166 2 PHGUS412 8152 X HGUS412 L sq end 95+189 4211 4211 1663 (56)16d (20 16d 2 PLY LVL Skewed 45' Lf 9152 X HGUS412 L oevet end 95+189 5134 Lf i 6134 1663 156)166 201166 2 PLY LVL Skewed 45' 8153 X HGUS412 R sq end 95+189 4211 1 4211 1663 56)16d 20 166 2 PLY LVL Skewed 45' Rt ' (56 16d 20 16d 2 PLY LVL Skewed 45' Rt 8153 X HGUS412 R bevel end 95+189 0134 ' 6134 1663 610d 2 PLY LVL ! Inverted Flange 3154 Y !HUC412 Min i95+191 2145 ! 2680 085 ' 16)166 ?154 Y 1HUC412 Max 95+191 2950 3685 1810 22 166 (10)1 nj 2 PLY LVL Inverted Flan e Q15-9 4055 i 156 166 (201166 3 PLY LVL ?145 Z IHGUS5.50/12 1 96 9155 155 120)1 66 a PLY LVL ! ' =,146 = 'HGUS7.25/12 961 ')835 98351 4055 56)166 cul i 02 '9800 1 19800 6365 28)SDS 1/4 x 3 281808 1!4 x 3' 1 3 Plv Truss/LVL CU2 -- - -- 02 '.9800 1 19800 7365 28)SDS t�4 x 3" I :28)SDS 114 x 3' 1 Phi TrusWLVL Plv CU3 38 '9010 '0010 3010 nollod a(2)3/4'MB l 3 3.'4"'AB Heavviruss Seat Plate e 3)106 1x1.5 -russ Spacer X401 . _acn russ Screws -•vs X01 _ - _acn s tics screws -an - - _acn Hiss Screws _ach s /L Bolts =.307 Solt Assemoly 4307 Bou Assemol _acn s _VL Bolts - i011 n55 4n �.�1\eyerlumaser Busincc� 14" TJI@ 560 @ 16" o/c TJ-6earna0 6.25 Serial Number:7005103550 User:1 3121/2007 8:36A6 AM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS Paget Engine Version:6.25.71 i. FOR THE APPLICATION AND LOADS LISTED F=r. 0 0 d---3 4 0--S Product Diagram is Conceptual. LOADS: Analysis is for a Joist Member. Primary Load Group-Residential-Living Areas(psf):40.0 Live at 100%duration,12.0 Dead Vertical Loads: 111111111111110 Type Class Live Dead Location Application Comment Uniform(pff) Floor(1.00) 391.0 147.0 0 0 0 To 3 4 0 Adds To FL2 SUPPORTS: Will Input Bearing Vertical Reactions(Ibs) Ply Depth Nailing Detail Other Width Length Live/Dead/Uplift/Total Depth 1 TJI beam 3.50" Hanger 741/272/0/1012 1 14.00" N/A H2:Top Mount Hanger None 2 TJI beam 3.50" Hanger 741/272 10/1012 1 14.00" N/A H2:Top Mount Hanger None -Backer Blocks are required at support(s):1,2. -See TJ SPECIFIER'S/BUILDERS GUIDE for details):H2:Top Mount Hanger HANGERS:Simpson Stronq-Tie®Connectors Support Model Slope Skew Reverse Top Flange Top Flange Support Wood Flanges Offset Slope Species 1 Top Mount Hanger MIT414 0/12 0 N/A No 0 N/A 2 Top Mount Hanger MIT414 0/12 0 N/A No 0 N/A -Nailing for Support 1: Face:4-N10,Top 4-N10,Member:2-N10 -Nailing for Support 2: Face:4-N10,Top 4-N10,Member:2-N10 DESIGN CONTROLS: r Maximum Design Control Control Location Shear(lbs) 835 -835 2390 Passed(35%) Rt.end Span 1 under Floor loading Vertical Reaction(Ibs) 835 835 1725 Passed(48%) Bearing 2 under Floor loading Moment(Ft-Lbs) 574 574 11275 Passed(5%) MID Span 1 under Floor loading Live Load Defl(in) 0.006 0.069 Passed(L/999+) MID Span 1 under Floor loading Total Load Defl(in) 0.008 0.138 Passed(L/999+) MID Span 1 under Floor loading TJPro 74 30 Passed Span 1 Deflection Criteria:STANDARD(LL:L/480,TL1/240). -Deflection analysis is based on composite action with single layer of 19/32"Panels(20"Span Rating)GLUED&NAILED wood decking. -Bracing(Lu):All compression edges(top and bottom)must be braced at 3 4 0 o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. L ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist(TJ). TJ warrants the sizing its products by this software will be accomplished in accordance plication,input design loads,and stated dimensions have been provided by the software user. with TJ product design criteria and code accepted design values. The specific product ap This output has not been reviewed by a TJ Associate. Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code IBC analyzing the TJ Distribution product listed above. PROJECT INFORMATION: OPERATOR INFORMATION: James Bratcher -07-0097 Manning Building Supplies 11155 Philips Parkway Drive East ' Jacksonville,FL 32256 Phone 904-268-8225 Fax 904-260-2981 j bratcher@m bs-corp.com ' Copyright � 2006 by Trus Joist, a Weyerhaeuser Business TJI° and TJ-Beams are registered trademarks of Trus Joist. e-I Joist"',Pro'" and TJ-Pro' are trademarks of Trus Joist. Simpson Strong-Tied connectors is a registered trademark of Simpson strong-Tie Company, Inc- , F:\Trus joist data base\J-07-0097\FL6.sms ����d ���� FL1a �s.r d■■ �iY��'�`F e�1eLLs«B-m- 14" TJI@ 560, 2 plies @ 16" o/c TJ-Beam@ 6.25 Serial Number.7005103550 Pagel Engin Vers07 ion: 5m THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS Pagel Engine Version:6.25.71 .� FOR THE APPLICATION AND LOADS LISTED nil I �I �I 0 '2❑ 2430 Product Diagram is Conceptual. LOADS: Analysis is for a Joist Member. Primary Load Group-Residential-Living Areas(psf):40.0 Live at 100%duration,12.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Point(lbs) Floor(1.0o) 741 272 1984 FL6 SUPPORTS: Input Bearing Vertical Reactions(lbs) Ply Depth Nailing Detail Other Width Length Live/Dead/Uplift/Total Depth 1 Microllam LVL beam 3.50" Hanger 802 1250 10/1052 1 14.00" N/A H1:Face Mount Hanger None 2 Microllam LVL beam 3.50" Hanger 1255/416/0/1671 1 14.00" N/A H1:Face Mount Hanger None -Web stiffeners are required at support(s):1,2. Attach with 3-16d(3.5")box nails,clinched. -See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s):H1:Face Mount Hanger HANGERS:Simpson Strong-Tie@ Connectors Support Model Slope Skew Reverse Top Flange Top Flange Support Wood Flanges Offset Slope Species 1 Face Mount Hanger HU410-2 0/12 0 No N/A N/A N/A 2 Face Mount Hanger HU410-2 0/12 0 No N/A N/A N/A -Nailing for Support 1: Face:14-10d,Top N/A,Member:6-16d Nailing for Support 2: Face:14-16d,Top N/A,Member:6-16d DESIGN CONTROLS: Maximum Design Control Control Location Shear(lbs) -1651 -1651 4780 Passed(35%) Rt.end Span 1 under Floor loading Vertical Reaction(Ibs) 1651 1651 3450 Passed(48%) Bearing 2 under Floor loading Moment(Ft-Lbs) 7681 7681 22550 Passed(34%) MID Span 1 under Floor loading Live Load Defl(in) 0.346 0.602 Passed(L/835) MID Span 1 under Floor loading Total Load Deft(in) 0.458 1.204 Passed(L/632) MID Span 1 under Floor loading TJPro 45 30 Passed Span 1 Deflection Criteria:STANDARD(LL:L/480,TL:L/240). -Deflection analysis is based on composite action with single layer of 19/32"Panels(20"Span Rating)GLUED&NAILED wood decking. Bracing(Lu):All compression edges(top and bottom)must be braced at 8 7 0 o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. PROJECT INFORMATION: OPERATOR INFORMATION: ,-07-0097 James Bratcher Manning Building Supplies 11155 Philips Parkway Drive East Jacksonville,FL 32256 Phone:904-268-8225 Fax 904-260-2981 j bratcher@m bs-corp.corn Copyright a 2006 by Trus Joist, a Weyerhaeuser Business TJI®,TJ-Beams and Microiiama are registered trademarks of Trus Joist. e-I joist'",Pro' and TJ-Pro'" are trademarks of Trus Joist. Simpson Strong-Tied Connectors is a registered trademark of Simpson Strong-Tie Company, Inc. F:\Trus joist data base\J-07-0097\FL1a.sms FLla f yalcUs�r&Lim 14" TJI® 560, 2 plies @ 16" o/c TJ-Beam 6.25 Serial Number:7005103550 User:1 3/21120079:50:17AM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS Page 2 Engine Version:6.25.71 FOR THE APPLICATION AND LOADS LISTED ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist(TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application,input design loads,and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code IBC analyzing the TJ Distribution product listed above. -Note:See TJ SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. 1 1 1 i 1 1 1 PROJECT INFORMATION: OPERATOR INFORMATION: J-07-0097 James Bratcher Manning Building Supplies 11155 Philips Parkway Drive East 1 Jacksonville,FL 32256 Phone:904-268-8225 Fax 904-260-2981 jbratcher@mbs-corp.com 1 Copyright m 2006 by Trus Joist, a Weyerhaeuser Business TJI®,TJ-Beam® and Microllams are registered trademarks of Trus Joist. e-I Joist"',Pro' and TJ-Pro' are trademarks of Trus Joist. Simpson Strong-Tie'a Connectors is a registered trademark of Simpson Strong-Tie Company, Inc. F:\Trus joist data base\J-07-0097\FL1a.sms MANNING BUILDING SUPPLY James Bratcher 21 Mar 200710:47 am 11155 Phillips Parkway Dr E , Jacksonville, FL. 32256 (904)268-8225 FASTBeam@ Engineering Analysis @1996-2006 Georgia-Pacific Corporation _ Version: 7.0 Build: 7.0.0.2 .. Project : J-07-0097.FBD Tomson Resd. Mark# : Bmf Usage : Beam (Floor) Spacing (in.) : 0.0 Max Defl : LL = L/360 TL = L/240 Composite Action : No 5.5", 565 psi I1 3.5", 565 psi 5.5", 565 psi 8' 3 3/4" 9'0 1/4" LOADS Project Design Loads:Floor.Live=40 psf,Dead=15 psf,Roof.'Live=30 psi,Dead=12 psf. Live+Dead Ld(T) Live Ld(L) LDF Location' # Shape Start @End Start End San# Starts Ends Additional Info 1 Partial(plf) 37 27 100% 0 0'0" 15'0 1/2" Floorload 2 Concentrated(lbs) 309 140 100% 0 15'21/4" Bm2 3 Span Carried(psf) 42 30 125% 0 0101, 15'4" 24'2"s.c.(Slope:7.0/12) N5-N2 4 Partial(plf) 125 0 100% 0 010" 15'4" Wall Uniform(plf) 22 0 0 0 17'4" Self Weight 'Dimensions measured from left end when s an#is 0,otherwise,from left end of the specified span. SUPPORTS(lbs) � 2 3 Max R'n 2472 7471 1728 Min R'n 817 3410 594 DL R'n 1026 3410 754 Min Brg(in.) 1.50 3.00 1.50 [Based on bearing stress below] Brg Str si 565 565 565 DESIGN Value Span X Group Allow LDF Ratio fm V(lbs) 2733 2 0'4" 71 19950 125% 0.14 M(ft-lbs) 5880 1 8'4" 71 65539 125% 0.09 LtRn(lbs) 2472 0 0101, 72 16314 100% 0.15 See Note#5 ( ) 1728 0 17'4" 73 16314 100% 0.11 See Note#5 ntRn(bs) 7471 0 8'4" 71 10382 100% 0.72 See Note#5 0.02 2 4'6" 73 0.30 U6832 LLDefI(in.) TLDefI in. 0.03 2 4'6" 73 0.45 U4088 USE: GPLAM 2.0E 1.75x16.00" 3 Plies Grade,Depth,Plies selected by User G-P LAM tm Georgia-Pacific Corp. NOTES : 1.Designed in accordance with National Design Specifications for Wood Construction and applicable Approvals or Research Reports, 2.Provide full depth lateral support at all bearing locations.Allowable positive moment is calculated based on top edge with continuous lateral support. 3.Allowable negative moment is calculated based on bottom edge laterally unsupported between bearing locations. 4.Loads have been input by the user and have not been verified by Georgia-Pacific Corporation. 5.This reaction is based on the combination of loads&duration factors that produces the highest stress ratio and may be less than maximum reaction. Therefore,when reaction values are required,use Max R'n from'Supports'section above. 6.Bearing length based on design material;support material capacity shall be verified(by others). 7.This engineered lumber product has been sized for residential use.A concentrated load check,per the building code,must be performed for commercial uses. 8.For beams with loads applied equally to the top of all plies,nail plies together with 3 rows of 16d nails @ 12"o/c(one row 2"from top,one row at mid-depth,one row 2"from bottom).Specified attachment is from each side. 9.For beams with loads not applied equally to all plies,refer to Fastening Recommendations for Side-Loaded,Multiple-Piece Members in the GP Engineered Lumber Residential Floor&Roof Systems Product Guide. 10.Design valid for dry-use only(less than 16%moisture content). 11.Company,product or brand names referenced are trademarks or registered trademarks of their respective owners. - 12.For explanation of GROUP change to expanded printout. Page 1 of 1 MANNING BUILDING SUPPLY James Bratcher 21 Mar 200710:47 am 11155 Phillips Parkway Dr E , Jacksonville, FL. 32256 (904)268-8225 FASTBeam@ Engineering Analysis©1996-2006 Georgia-Pacific Corporation Version: 7.0 Build: 7_0.0_2_ o,. Project : J-07-0097.FBD Tomson Resd. Mark# : Bm2 Usage : Beam (Floor) Spacing (in.) : 0.0 Max Defl : LL = L/360 TL = L/240 Composite Action : No 3.5", 565 psi 3.5", 750 psi ' LOADS Project Design Loads:Floor:Live=40 psf,Dead=15 psf,•Roof,•Live=30 psf,Dead=12 psf. Live+Dead Ld(T) Live Ld(L) LDF Location* # Shape (-)Start @End (Start @End Span# Starts Ends Additional Info 1 Span Canned(psf) 55 40 100% 0 0101, 1'8" 6' 10"s.c.-F6 2 Uniform(plf) 125 0 100% 0 0'0" 1-8" Wall 3 SpanCarried(psf) 42 30 125% 0 0101, 1181, 2'0"s.c.(Slope:4.0/12) -12 Uniform(plf) 15 0 0 0 1'8" SelfWeight *Dimensions measured from left end when span#is 0 otherwise from left end of the specified span. SUPPORTSObs) 1 2 Max R'n 309 309 Min R'n 169 169 ' DL R'n 169 169 Min Brg(in.) 1.50 1.50 [Based on bearing stress below] Brcl Str si 565 750 DESIGN Value Span X Group Allow LDF Ratio V(lbs) 0 0 0'0" 0 10640 100% 0.00 M(ft-lbs) 118 1 01101, 21 34954 100% 0.00 LtRn(lbs) 309 0 0101, 71 6921 100% 0.04 See Note#4 RtRn(lbs) 309 0 1.8.. 71 9188 100% 0.03 See Note#4 LLDefl(in.) 0.00 1 0'10" 71 0.06 L/152160 TLDefI in. 0.00 1 01101, 71 0.08 L/68635 USE. GPLAM 2.0E 1.75x16.00" 2 Plies Grade,Depth,Plies selected by User G-P LAM tm Georgia-Pacific Corp. NOTES : 1.Designed in accordance with National Design Specifications for Wood Construction and applicable Approvals or Research Reports. 2.Provide full depth lateral support at all bearing locations.Allowable positive moment is calculated based on top edge with continuous lateral support. 3.Loads have been input by the user and have not been verified by Georgia-Pacific Corporation. 4. This reaction is based on the combination of loads&duration factors that produces the highest stress ratio and may be less than maximum reaction. Therefore,when reaction values are required,use Max R'n from'Supports'section above. 5.Bearing length based on design material;support material capacity shall be verified(by others). 6. This engineered lumber product has been sized for residential use.A concentrated load check,per the building code,must be performed for commercial uses. 7.For beams with loads applied equally to both plies,either top or side loaded,nail plies together with 3 rows of 16d nails @ 12" o/c(one row 2"from top,one row at mid-depth,one row 2"from bottom). 8.For beams with loads not applied equally to all plies,refer to Fastening Recommendations for Side-Loaded,Multiple-Piece Members in the GP Engineered Lumber Residential Floor&Roof Systems Product Guide. 9.Design valid for dry-use only(less than 16%moisture content). — - 10.Company,product or brand names referenced are trademarks or registered trademarks of their respective owners. 11.For emanation of GROUP change to expanded printout. Page 1 of 1 ®" MANNING BUILDING SUPPLY James Bratcher 21 Mar 200710:47 am 11155 Phillips Parkway Dr E , Jacksonville, FL. 32256 (904)268-8225 Version: 7.0 Build: 7.0.0.2 FASTBeam@ Engineering Analysis @1996-2006 Georgia-Pacific Corporation _ _ _ �. Project : J-07-0097.FBD Tomson Resd. Mark# : Bm3 Usage : Beam (Floor) Spacing (in.) -. 0.0 Max Defl : LL = L1360 TL = 1_/240 Composite Action : No 565 psi 7.5", 9.5", 565 psi 10'0" LOADS Project Design Loads:Floor:Live=40 psf,Dead=15 psf,•Roof:Live=30 psf,Dead=12 psf. "r Live+Dead Ld(T) Live Ld(L) LDF Location* # Shape Start End @End Start San# Starts Ends Additional Info 1 SpanCarried(psf) 55 40 100% 0 0101, 10'0" 14'10 1/2"s.c.-F13-F8 2 Span Carried(psf) 42 30 125% 0 01011 10'0" 1'4"s.c.(Slope:7.0/12) -Conv.frame roof 3 Uniform(plf) 125 0 100% 0 010" 10'0" Wall 4 Span Carried(psf) 42 30 125% 0 0.0.. 10'0" 7'o"s.c.-Jacks Uniforrn(plf) 15 0 0 0 1010" SelfWeight *Dimensions measured from left end when s an#is 0,otherwise,from left end of the specified span. SUPPORTS(Ibs) 1 2 Max R'n 3624 3624 Min R'n 1509 1509 DL R'n 1509 1509 Min Brg(in.) 1.83 1.83 [Based on bearing stress below] Brcl Str si 565 565 DESIGN Allow LDF Ratio Value Span X Group V(lbs) 2004 1 0'4" 21 10640 100% 0.19 M(ft-lbs) 7498 1 4-12" 21 34954 100% 0.21 0101, 71 14831 100% 0.24 See Note#4 LtRn(lbs) 3624 0 1010.1 71 18786 100% 0.19 See Note#4 0.05 l RtRn(lbs) 00 33 L/2366 - LLDefl(in.) 0.05 1 4'12" 71 L/1381 TLDefliin. 0.09 1 4'12" 71 0.50 Grade,Depth,Plies selected by User USE: GPLAM 2.0E 1.75x16.00" 2 Plies G-P LAM tm Georgia-Pacific Corp. NOTES 1.Designed in accordance with National Design Specifications for Wood Construction and applicable Approvals or Research Reports. 2.Provide full depth lateral support at all bearing locations.Allowable positive moment is calculated based on top edge with continuous lateral support. 3.Loads have been input by the user and have not been verified by Georgia-Pacific Corporation. 4.This reaction is based on the combination of loads&duration factors that produces the highest stress ratio and may be less than maximum reaction.Therefore,when reaction values are required,use Max R'n from'Supports'section above. 5.Bearing length based on design material;support material capacity shall be verified(by others). 6.This engineered lumber product has been sized for residential use.A concentrated load check,per the building code,must be performed for commercial uses. 7.For beams with loads applied equally to both plies,either top or side loaded,nail plies together with 3 rows of 16d nails @ 12" o/c(one row 2"from top,one row at mid-depth,one row 2"from bottom). 8.For beams with loads not applied equally to all plies,refer to Fastening Recommendations for Side-Loaded,Multiple-Piece Members ' in the GP Engineered Lumber Residential Floor&Roof Systems Product Guide. 9.Design valid for dry-use only(less than 16%moisture content). 10.Company,product or brand names referenced are trademarks or registered trademarks of their respective owners. 11 For explanation of GROUP change to expanded printout. ' Page 1 of 1 MANNING BUILDING SUPPLY James Bratcher 21 Mar 2007 10:47 am 11155 Phillips Parkway Dr E , Jacksonville, FL. 32256 (904)268-8225 FASTBeamO Engineering Analysis @1996-2006 Georgia-Pacific Corporation Version: 7.0 Build:--7.0.0.2 Project : J-07-0097.FBD Tomson Resd. 'r Mark# : Bm4 Usage : Beam (Floor) Spacing (in.) : 0.0 Max Defl : LL = L/360 TL = L/240 Composite Action : No ,. L__j 5.5", 565 psi 5.5", 565 psi 19, 101, LOADS Project Design Loads:Floor Live=40 psf,Dead=15 psf,•Roof.-Live=30 psf,Dead=12 psf. Live+Dead Ld(T) Live Ld(L) LDF Location` # Shape @Start @End @Start @End Span# Starts Ends Additional Info 1 Span Carried(psf) 42 30 125% 0 0'0" 9'4" 9'4"s.c.(Slope:7.0/12) -L6-1_2 2 Span Carried(psf) 42 30 125% 0 9'4" 19,101, 1'8"s.c.(Slope:7.0/12) -K2-K1 3 Uniform(plf) 37 27 100% 0 010" 19,101, Floorl-oad 4 Concentrated(lbs) 329 235 125% 0 010.1 J30 5 Trapezoidal(plf) 125 139 89 99 125% 0 010.. 5'0" J25-J26 6 Concentrated(lbs) 1793 1281 125% 0 510.1 N6 7 Span Carried(psf) 42 30 125% 0 5101, 19,101, 24'2"s.c.-N7-N5 .. Uniform(plf) 22 0 0 0 19,101, Self Weight 'Dimensions measured from left end when span#is 0 otherwise from left end of the specified span. r SUPPORTS(lbs) 1 2 Max R'n 7211 6570 Min R'n 2258 2049 DL R'n 2258 2049 Min Brg(in.) 2.43 2.21 [Based on bearing stress below] Brq Str si 565 565 DESIGN Value Span X Group Allow LDF Ratio V(Ibs) 6420 1 0'3" 71 19950 125% 0.32 M(ft-lbs) 35717 1 8'8" 71 65539 125% 0.54 LtRn(lbs) 7211 0 0101, 71 16314 100% 0.44 See Note#4 RtRn(lbs) 6570 0 19,101, 71 16314 100% 0.40 See Note#4 LLDefl(in.) 0.52 1 91111, 71 0.66 U459 TLDefI in. 0.75 1 9'11" 71 0.99 U316 USE: GPLAM 2.0E 1.75x16.00" 3 Plies Grade,Depth,Plies selected by User G-P LAM tm Georgia-Pacific Corp. NOTES : 1.Designed in accordance with National Design Specifications for Wood Construction and applicable Approvals or Research Reports. 2.Provide full depth lateral support at all bearing locations.Allowable positive moment is calculated based on top edge with continuous lateral support. 3.Loads have been input by the user and have not been verified by Georgia-Pacific Corporation. 4.This reaction is based on the combination of loads&duration factors that produces the highest stress ratio and may be less than maximum reaction.Therefore,when reaction values are required,use Max R'n from'Supports'section above. 5.Bearing length based on design material;support material capacity shall be verified(by others). 6. This engineered lumber product has been sized for residential use.A concentrated load check,per the building code,must be performed for commercial uses. 7.For beams with loads applied equally to the top of all plies,nail plies together with 3 rows of 16d nails @ 12"o/c(one row 2"from ' top,one row at mid-depth,one row 2"from bottom).Specified attachment is from each side. 8.For beams with loads not applied equally to all plies,refer to Fastening Recommendations for Side-Loaded,Multiple-Piece Members in the GP Engineered Lumber Residential Floor&Roof Systems Product Guide. 9.Design valid for dry-use only(less than 16%moisture content). 10.Company,product or brand names referenced are trademarks or registered trademarks of their respective owners 11 For explanation of GROUP,change to expanded printout. rr - Page 1 of 1 MANNING BUILDING SUPPLY James Bratcher 21 Mar 200710:47 am 11155 Phillips Parkway Dr E , Jacksonville, FL. 32256 (904)268-8225 FASTBeam®Engineering Analysis @1996-2006 Georgia-Pacific Corporation Version: 7.0 Build: 7.0.0.2 Project : J-07-0097.FBD Tomson Resd. Mark# : Bm5 Usage : Beam (Floor) Spacing (in.) : 0.0 Max Defl : LL = L/360 TL = L/240 Composite Action : No L3.5", 565 psi 9.5", 565 psi 8110.1 16 LOADS Project Design Loads:Floor Live=40 psf,Dead=15 psf,•Roof.-Live=30 psf,Dead=12 psf. Live+Dead Ld(T) Live Ld(L) LDF Location* # Shape @Start End @Start )End Span# Starts Ends Additional Info ' 1 Span Carried(psf) 55 40 100% 0 0'0" 81101, 22'0"s.c.-F5 2 Uniform(plf) 125 0 100% 0 010" 8'10" Wall 3 Span Carried(psf) 42 30 125% 0 0101, 8'10" 7'0"s.c.(Slope:7.0/12) -Jacks Uniform(plf) 15 0 0 0 8'10" Self Weight *Dimensions measured from left end when span#is 0 otherwise from left end of the specified span. SUPPORTS(lbs) 1 2 Max R'n 3967 3967 Min R'n 1560 1560 DL R'n 1560 1560 Min Brg(in.) 2.01 2.01 [Based on bearing stress below] Brg Str si 565 565 DESIGN Value Span X Group Allow LDF Ratio V(Ibs) 2294 1 0'2" 21 10640 100% 0.22 M(ft-lbs) 7730 1 4-Y 21 34954 100% 0.22 LtRn(lbs) 3967 0 0'0" 71 6921 100% 0.57 See Note#4 RtRn(lbs) 3967 0 8'10" 71 18786 100% 0.21 See Note#4 LLDefl(in.) 0.04 1 4-3" 71 0.29 U2515 TLDefI in. 0.07 1 4-3" 71 0.44 L/1526 USE: GPLAM 2.0E 1.75x16.00" 2 Plies Grade,Depth,Plies selected by User G-P LAM tm Georgia-Pacific Corp. NOTES : 1.Designed in accordance with National Design Specifications for Wood Construction and applicable Approvals or Research Reports. 2.Provide full depth lateral support at all bearing locations.Allowable positive moment is calculated based on top edge with continuous lateral support. 3.Loads have been input by the user and have not been verified by Georgia-Pacific Corporation. 4.This reaction is based on the combination of loads&duration factors that produces the highest stress ratio and may be less than maximum reaction. Therefore,when reaction values are required,use Max R'n from'Supports'section above. 5.Bearing length based on design material;support material capacity shall be verified(by others). 6.This engineered lumber product has been sized for residential use.A concentrated load check,per the building code,must be performed for commercial uses. 7.For beams with loads applied equally to both plies,either top or side loaded,nail plies together with 3 rows of 16d nails @ 12" o/c(one row 2"from top,one row at mid-depth,one row 2"from bottom). 8.For beams with loads not applied equally to all plies,refer to Fastening Recommendations for Side-Loaded,Multiple-Piece Members in the GP Engineered Lumber Residential Floor&Roof Systems Product Guide. 9.Design valid for dry-use only(less than 16%moisture content). - — 10.Company,product or brand names referenced are trademarks or registered trademarks of their respective owners. 11 For explanation of GROUP change to expanded printout. L Page 1 of 1 MANNING BUILDING SUPPLY James Bratcher 21 Mar 200710:47 am .� 11155 Phillips Parkway Dr E , Jacksonville, FL. 32256 (904)268-8225 FASTBeam®Engineering Analysis @1996=2006 Georgia-Pacific Corporation Version: 7.0 Build: 7.0.0.2 Project : J-07-0097.FBD Tomson Resd. Mark# : Bm7 Usage : Beam (Floor) Spacing (in.) : 0.0 Max Defl : LL = L/360 TL = L/240 Composite Action : No 3.5", 565 psi 3.5", 750 psi —_ 16'2 7/16" i LOADS Project Design Loads:FloorLive=40 psf,Dead=15 psf;Roof.Live=30 psf,Dead=12 psf. Live+Dead Ld(T) Live Ld(L) LDF Location" # Shape Start @End Start 4End San# Starts Ends Additional Info 1 SpanCarried(psf) 55 40 100% 0 0101, 6'2 11/16" 21'9 1/4"s.c.-F2 2 Concentrated(lbs) 585 234 100% 0 6'2 11/16" Bm6 3 SpanCarried(psf) 42 30 125% 0 6'2 11/16" 162 7/16" 3'6 1/2"s.c.(Slope:7.0/12) C3 " 4 SpanCarried(psf) 42 30 125% 0 0'0" 7-0" 22'4"s.c.-A18 5 Span Carried(psf) 42 30 125% 0 7'0" 16'2 7/16" 29'10"s.c.-Al7-A15 6 Partial(plf) 125 0 100% 0 0101, 6'4 7/16" Wall 7 Span Carried(psf) 42 30 125% 0 0101, 6'4 7/16" 7'0"s.c.(Slope:7.0/12) Jacks �. 8 Concentrated(lbs) 329 235 125% 0 6'4 7/16" J30 Uniform(plf) 22 0 0 0 16'27/16" Self Weight "Dimensions measured from left end when s an#is 0,otherwise,from left end of the specified span. SUPPORTS(lbs) 1 2 Max R'n 9623 6964 Min R'n 3442 2312 DL R'n 3442 2312 Min Brg(in.) 3.24 1.77 [Based on bearing stress below] BrQ Str si 565 750 DESIGN Value Span X Group Allow LDF Ratio V(lbs) 7642 1 1-6" 71 19950 125% 0.38 M(ft-lbs) 33452 1 6'4" 71 65539 125% 0.51 LtRn(lbs) 9623 0 0101, 71 10382 100% 0.93 See Note#4 RtRn(lbs) 6964 0 16'2" 71 13781 100% 0.51 See Note#4 LLDef/lin.) 0.31 1 8-1" 71 0.54 LJ621 TLDefI in. 0.48 1 811.1 71 0.81 L/405 USE. GPLAM 2.0E 1.75x16.00" 3 Plies Grade,Depth,Plies selected by User G-P LAM tm Georgia-Pacific Corp. NOTES 1.Designed in accordance with National Design Specifications for Wood Construction and applicable Approvals or Research Reports. 2.Provide full depth lateral support at all bearing locations.Allowable positive moment is calculated based on top edge with continuous lateral support. 3.Loads have been input by the user and have not been verified by Georgia-Pacific Corporation. 4.This reaction is based on the combination of loads&duration factors that produces the highest stress ratio and may be less than ' maximum reaction.Therefore,when reaction values are required,use Max R'n from'Supports'section above. 5.Bearing length based on design material;support material capacity shall be verified(by others). 6.This engineered lumber product has been sized for residential use.A concentrated load check,per the building code,must be performed ' for commercial uses. 7.For beams with loads applied equally to the top of all plies,nail plies together with 3 rows e.16d nails @ 12"o%(one row 2"from top,one row at mid-depth,one row 2"from bottom).Specified attachment is from each side. 8.For beams with loads not applied equally to all plies,refer to Fastening Recommendations for Side-Loaded,Multiple-Piece Members in the GP Engineered Lumber Residential Floor&Roof Systems Product Guide. 9.Design valid for dry-use only(less than 16%moisture content). 10.Company,product or brand names referenced are trademarks or registered trademarks of their respective owners. 11 For explanation of GROUP change to expanded printout. — Page 1 of 1 MANNING BUILDING SUPPLY James Bratcher 21 Mar 200710:47 am 11155 Phillips Parkway Dr E , Jacksonville, FL. 32256 (904)268-8225 Version: 7.0 Build: 7.0.0.2 FASTBeam@ Engineering Analysis @1996-2006 Georgia-Pacific Corporation .� Project : J-07-0097.FBD Tomson Resd. Mark# : Bm8 Usage -. Beam (Floor) Spacing (in.) : 0.0 Max Defl : LL = L/360 TL = L/240 Composite Action : No am L_ 7 L 4.5", 565 psi U 4.5", 565 psi LOADS Project Design Loads:Floor.Live=40 psf,Dead=15 psf,Roof:Live=30 psf,Dead=12 psf. Live+Dead Ld(T) Live Ld(L) LDF Location* # Sha a OStart End Start nn End San# Starts Ends Additional Info 1 Concentrated(lbs) 1995 1425 125% 0 1'11 1/2" Al2 2 Concentrated(lbs) 2088 1491 125% 0 4'9 7/16" A13 3 Concentrated(lbs) 2137 1526 125% 0 7'7 3/8" Bm 4 Concentrated(Ibs) 6964 4652 100% 0 8'1 1/2" 5 Concentrated(lbs) 114 81 125% 0 10'5 5/16" C1 Uniform(plf) 15 0 0 0 12-9" Self Weight *Dimensions measured from left end when s an#is 0,otherwise,from left end of the specified span. SUPPORTS(lbs) � 2 Max R'n 6493 6991 Min R'n 2038 2269 DL R'n 2038 2269 Min Brg(in.) 3.28 3.54 [Based on bearing stress below] Brq Str si 565 565 DESIGN Allow LDF Ratio Value Span X Group 6969 1 12'7" 71 13300 125% 0.52 V(Ibs) 71 43692 125% 0.73 31912 1 8'2" 6493 0 0'0" 71 8899 100% 0.73 See Note#4 M(ft-lbs) LtRn(lbs) 12,9" 71 8899 100% 0.79 See Note#4 RtRn(lbs) 6991 0 L/547 0.28 1 6'4" 71 0.43 LLDefl(in.) L/372 TLDefI in. 0.41 1 6'4" 71 0.64 Grade,Depth,Plies selected by User USE: GPLAM 2.0E 1.75x16.00"_2Plies G-P LAM tm Georgia-Pacific Corp. NOTES 1.Designed in accordance with National Design Specifications for Wood Construction and applicable Approvals or Research Reports. 2.Provide full depth lateral support at all bearing locations.Allowable positive moment is calculated based on top edge with continuous lateral support. 3.Loads have been input by the user and have not been verified by Georgia-Pacific Corporation. 4.This reaction is based on the combination of loads&duration factors that produces the highest stress ratio and may be less than maximum reaction.Therefore,when reaction values are required,use Max R'n from'Supports'section above. 5.Bearing length based on design material;support material capacity shall be verified(by others). tial use.A concentrated load check,per the building code,must be performed 6.This engineered lumber product has been sized for residen for commercial uses. 7.For beams with loads applied equally to both plies,either top or side loaded,nail plies together with 3 rows of 16d nails @ 1 o%(one row 2"from top,one row at mid-depth,one row 2"from bottom). 8.For beams with loads not applied equally to all plies,refer to Fastening Recommendations for Side-Loaded,Multiple-Piece Members ' in the GP Engineered Lumber Residential Floor&Roof Systems Product Guide. 9.Design valid for dry-use only(less than 16%moisture content). 10.Company,product or brand names referenced are trademarks or registered trademarks of their respective owners= 11.For ex /anation of GROUP,change to expanded printout. Page 1 of 1 �. MANNING BUILDING SUPPLY James Bratcher 21 Mar 2007 10:47 am 11155 Phillips Parkway Dr E , Jacksonville, FL. 32256 (904)268-8225 FASTBeam@ Engineering Analysis @1996-2006 Georgia-Pacific Corporation_ Version: 7.0 Build_7_0.0.2 "- Project : J-07-0097.FBD Tomson Resd. Mark# : Bm9 Spacing (in.) : 0.0 Usage : Beam (Floor) Max Defl : LL = L/360 TL = L/240 Composite Action : No 3.5", 565 psi 3.5", 565 psi 6'9" LOADS Project Design Loads:Floor:Live=40 psf,Dead=15 psf,•Roof:Live=30 psf,Dead=12 psf. Live+Dead Ld(T) Live Ld(L) LDF Location* # Sha a Start @End Start End San# Starts Ends Additional Info 1 Span Carried(psf) 42 30 125% 0 0101. 6-9" 10'10"s.c.-L7 2 Span Carried(psf) 55 40 100% 0 01011 6'9" 10'0"s.c.-I-Joist floor Uniform(plf) 13 0 0 0 6-9" Self Weight *Dimensions measured from left end when s an#is 0,otherwise,from left end of the specified span. SUPPORTSObs) 1 2 Max R'n 1737 1737 Min R'n 516 516 DL R'n 516 516 Min Brg(in.) 1.50 1.50 [Based on bearing stress below] Brg Str(psi) 565 565 DESIGN Value Span x Group Allow LDF Ratio V(Ibs) 1062 1 0'2" 71 11638 125% 0.09 M(ft-lbs) 2932 1 3'4" 71 33952 125% 0.09 1737 0 0101, 71 6921 100% 0.25 See Note#4 LtRn(lbs) 6 g" 71 6921 100% 0.25 See Note#4 RtRn(lbs) 1737 0 L/5256 LLDefl(in.) 0.02 1 3'4" 71 0.22 TLDefI in. 0.02 1 3-4" 71 0.34 L/3697 Grade,Depth,Plies selected by User USE: GPLAM 2.0E 1.75x14.00" 2 Plies G-P LAM tm Georgia-Pacific Corp. NOTES 1.Designed in accordance with National Design Specifications for Wood Construction and applicable Approvals or Research Reports. ' 2.Provide full depth lateral support at all bearing locations.Allowable positive moment is calculated based on top edge with continuous lateral support. 3.Loads have been input by the user and have not been verified by Georgia-Pacific Corporation. 4.This reaction is based on the combination of loads&duration factors that produces the highest stress ratio and may be less than maximum reaction.Therefore,when reaction values are required,use Max R'n from'Supports'section above. 5.Bearing length based on design material;support material capacity shall be verified(by others). 6.This engineered lumber product has been sized for residential use.A concentrated load check,per the building code,must be performed for commercial uses. lly to both plies,either top or side loaded,nail plies Together with 3 rows of 16d nails @ 1 7.For beams with loads applied equa o/c(one row 2"from top,one row at mid-depth,one row 2"from bottom). 8.For beams with loads not applied equally to all plies,refer to Fastening Recommendations for Side-Loaded,Multiple-Piece Members in the GP Engineered Lumber Residential Floor&Roof Systems Product Guide. 9.Design valid for dry-use only(less than 16%moisture content). 10.Company,product or brand names referenced are trademarks or registered trademarks of their respective owners. ' 11.For explanation of GROUP,change to expande"rintout. ' Page 1 of 1 MANNING BUILDING SUPPLY James Bratcher 21 Mar 2007 10:47 am 11155 Phillips Parkway Dr E , Jacksonville, FL. 32256 (904)268-8225 Version: 7.0 Build: 7.0.0.2 FASTBeam@ Engineering Analysis @1996-2006 Georgia-Pacific Corporation Project : J-07-0097.FBD Tomson Resd. Mark# : BM10 Spacing (in.) : 16.0 Usage : Beam (Floor) Max Defl : LL = L/360 TL = L/240 Composite Action : No ' 4.5", 565 psi 4.5", 565 psi 10'0" LOADS Project Design Loads:Floor:Live=40 psf,Dead=15 psf,Roof.'Live=30 psf,Dead=12 psf. Live+Dead Ld(T) Live Ld(L) LDF Location" # Shape Start End Start End San# Starts Ends Additional Info Spcg Sen Uniform(psf) 55 40 100% 0 0'0.. 10'0" 16"o.c.Base Uniform Load(Spacing Sensitive) 1 Span Sen Unifor 55 40 100% 0 010.1 10'0" 24'2 3/4"s.c.-FL1 2 SpanUnifoCarried 55 0 100% 0 0'0" 10'0" Wall 3 Uniform(plf) 345 246 125% 0 010" 10'0" Roof 11 0 0 0 10'0" Self Weight 'Dimensions measured from left end when s an#is 0,otherwise,from left end of the specified span. SUPPORTS(lbs) 1 2 Max R'n 5750 5750 Min R'n 1827 1827 DL R'n 1827 1827 Min Brg(in.) 2.91 2.91 (Based on bearing stress below] Brq Str si 565 565 ' DESIGN Group Allow LDF Ratio Value Span x V(Ibs) 4396 1 0'2" 71 9870 125% 0.45 M(ft-lbs) 5 0 71 24878 125% 0.58 14374 1 100% 0.65 See Note#4 LtRn(lbs) 5750 0 0101, 71 8599 100% 0.65 See Note#4 RtRn(lbs) 5750 0 10'0" 71 U577 LLDefl(in.) 0.21 1 5'0" 71 0.33 U394 TLDefI in. 0.30 1 5'0" 71 0.50 Grade selected by User USE: GPLAM 2.0E 1.75x11.88" 2 Plies G-P LAM tm Georgia-Pacific Corp. NOTES 1.Designed in accordance with National Design Specifications for Wood Construction and applicable Approvals or Research Reports. 2.Provide full depth lateral support at all bearing locations.Allowable positive moment is calculated based on top edge with continuous lateral support. 3.Loads have been input by the user and have not been verified by Georgia-Pacific Corporation. 4. This reaction is based on the combination of loads&duration factors that produces the highest stress ratio and may be less than maximum reaction.Therefore,when reaction values are required,use Max R'n from'Supports'section above. 5.Bearing length based on design material;support material capacity shall be verified(by others). 6.This engineered lumber product has been sized for residential use.A concentrated load check,per the building code,must be performed ' for commercial uses. 7.For beams with loads applied equally to both plies,either top or side loaded,nail plies together with 2 rows of 16d nails @ 12" o/c(one row 2"from top,one row 2"from bottom). 8.For beams with loads not applied equally to all plies,refer to Fastening Recommendations for Side-Loaded,Multiple-Piece Members in the GP Engineered Lumber Residential Floor&Roof Systems Product Guide. 9.Design valid for dry-use only(less than 16%moisture content). — — -- 10.Company,product or brand names referenced are trademarks or registered trademarks of their respective owners. 11 For explanation of GROUP change to expanded printout __ Page 1 of 1 MANNING BUILDING SUPPLY James Bratcher 21 Mar 200710:47 am 11155 Phillips Parkway Dr E , Jacksonville, FL. 32256 (904)268-8225 FASTBeam@ Engineering Analysis©1996-2006 Georgia-Pacific Corporation _Version: 7.0 Build: 7.0.0.2 Project : J-07-0097.FBD Tomson Resd. Mark# : Bm11 Usage : Beam (Floor) Spacing (in.) : 0.0 Max Defl : LL = L/360 TL = L/240 Composite Action : No 4.5", 565 psi 4.5", 565 psi 19'0" LOADS Project Design Loads:Floor.Live=40 psi,Dead=15 psf,•Roof.Live=30 psi,Dead=12 psf. Live+Dead Ld(T) Live Ld(L) LDF Location* # Shape Start @End Start End San# Starts Ends Additional Info 1 SpanCarried(psf) 55 40 100% 0 0101, 1'10 1/2" 24'2 3/4"s.c.-FL1 2 Concentrated(lbs) 1062 809 100% 0 1'10 1/2" FL1a 3 Span Carried(psf) 55 40 100% 0 1'10 1/2" 5'9 1/2" 19'1 1/4"s.c.-FL2 4 Concentrated(lbs) 1062 809 100% 0 5'9 1/2" FL1a 5 SpanCarried(psf) 55 40 100% 0 5'9 1/2" 19'0" 21'2 3/4"s.c.-FL4 6 Uniform(plf) 55 0 100% 0 010" 19'0" Wall 7 Uniform(plf) 345 246 125% 0 010" 19'0" Roof s Uniform(plf) 25 0 0 0 19'0" Self Weight *Dimensions measured from left end when s an#is 0,otherwise,from left end of the specified span. SUPPORTSObs) 1 2 Max R'n 11236 9969 Min R'n 3596 3294 DL R'n 3596 3294 Min Brg(in.) 3.79 3.36 [Based on bearing stress below] to Bra Str si 565 565 DESIGN Value Span X Group Allow LDF Ratio V(lbs) 9403 1 1-8" 71 22444 125% 0.42 V(Ib M(ft49202 1 9'6" 71 81866 125% 0.60 ( ) 11236 0 0'0" 71 13348 100% 0.84 See Note#4 LtRn lbs RtRn(Ibs) 9969 0 19'0" 71 13348 100% 0.75 See Note LLDefl(in.) 0.47 1 916. 71 0.63 U490 TLDefI in. 0.69 1 9'6" 71 0.95 L/330 USE: GPLAM 2.0E 1.75x18.00" 3 Plies Grade,Depth,Plies selected by User G-P LAM tm Georgia-Pacific Corp. NOTES 1.Designed in accordance with National Design Specifications for Wood Construction and applicable Approvals or Research Reports. 2.Provide full depth lateral support at all bearing locations.Allowable positive moment is calculated based on top edge with continuous lateral support. 3.Loads have been input by the user and have not been verified by Georgia-Pacific Corporation. 4.This reaction is based on the combination of loads&duration factors that produces the highest stress ratio and may be less than ' maximum reaction.Therefore,when reaction values are required,use Max R'n from'Supports'section above. 5.Bearing length based on design material;support material capacity shall be verified(by others). 6. This engineered lumber product has been sized for residential use.A concentrated load check,per the building code,must be performed for commercial uses. 7.For beams with loads applied equally to the top of all plies,nail plies together with 3 rows of 16d nails @ 12"o/c(one row 2"from ' top,one row at mid-depth,one row 2"from bottom).Specified attachment is from each side. 8.For beams with loads not applied equally to all plies,refer to Fastening Recommendations for Side-Loaded,Multiple-Piece Members in the GP Engineered Lumber Residential Floor&Roof Systems Product Guide. 9.Design valid for dry-use only(less than 16%moisture content). 10.Company,product or brand names referenced are trademarks or registered trademarks of their respective owners.— — — 11.For explanation of GROUP,change to expanded printout. Page 1 of 1 • ITW Building Components Group, Inc. 1950 Marley Drive Haines City,FL 33844 €' Florida Engineering Certificate of Authorization Number:567 Florida Certificate of Product Approval#FL 1999 Page 1 of 1 Document ID:1T5T151-ZO620134910 Truss Fabricator: Manning Building Supply Job Identification: J-07-0097F--- Lot 38/39 Blk 1 Selva Marina Truss Count: 18 Model Code: Florida Building Code 2004 and 2006 Supplement Truss Criteria: ANSI/TPI-2002(STD)/FBC ` Engineering Software: Alpine Software,Version 7.26. Structural Engineer of Record: The identity of the structural EOR did not exist as of C Address: the seal date per section 61G15-31.003(5a) of the FAC Minimum Design Loads: Roof N/A Floor 55.0 PSF @ 1.00 Duration f Wind No Wind Seal Date:03/20/2007 Notes: 1. Determination as to the suitability of these truss components for the Engineer- structure is the responsibility of the building designer/engineer of -Truss Design EinsJr.r- record, as defined in ANSI/TPI 1 aLiceJames se Number:52212 Florida License Number:52212 2. The drawing date shown on this index sheet must match the date shown 1950 Marley Drive on the individual truss component drawing. . Haines City,FL 33844 3. The loads indicated on all referenced girder trusses are consistent with the truss layout provided by Manning Building Supply for the above referenced job identification. Loads applied by non-truss elements and basic load parameters are to be reviewed and approved by the EOR/building designer. t 4. As shown on attached drawings; the drawing number is preceded by: HCUSR151 Details: GBLSY42A-GBLSY42B- Ref Description Drawing# Date 1 25334--F1 07079134 03/20/07 6 2 25335-42 07079130 03/20/07 3 25336--F3 07079131 03/20/07 h 4 25337--F4 07079132 03/20/07 t 5 25338--F5 07079133 03/20/07 6 25339--F5a 07079118 03/20/07 7 25340--F6 07079119 03/20/07 P 8 25341--F7 07079120 03/20/07 9 25342--F8 07079135 03/20/07 10 25343--F9 07079121 03/20/07 11 25344-410 07079122 03/20/07 LJGENGiNEFP' 12 2.5345--Fll 07079123 03/20/07 /19 SOPHIA TEb 13 25346--F12 07079124 03/20/07 ST AUGUSTINE 14 25347--F14 07079125 03/20/07 FL CERT OF At 15 25348--F15 07079126 03/20/07 SHOP DRAVWA 16 25349--F16 07079127 03/20/07 17 25350 -F17 07079128 03/20/07 APPROVED OA `18 25351--F18 07079129 03/20/07 O NOT APPROVED LBYL3L: DATE 1 , -20 0 Engineer of Rewrd FL Con No 39476 LOUIS J. GABRIEL, PE. ATTENTION. Review of shop drawings is only for conformance with the design concept of the project and does not relieve the delegated engineer of responsibility for any deviation from the requirements of the contract docu- ments nor from responsibility for errors or omissions in the shop drawings L I IIIII'I'IIII IIII III'I'IIII'I II III Z -I-HC T-- --I I-1 W W-i--i--I : (n W-i ^ �omn. C-)C�r- c,)C-)c�c�C- v 00 c. 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Frank Gamel Const OS) Job#: J-07-0097 >D A is File#: ** (�h E ^ Salesman: David Price JE^ L� Designer: James Bratcher /`° Manning Building Supplies an eport tbi Dat i Job: _J Jacksonville, Florida 3225E jaxtruss@mbs-corp.com Date: 3/21/2007 • Phone:(904)268-8225 ' Fax:(904)260-2981 Tomsom Resd. Del. Date: Lot 38/39 Blk 1 Selva Marina Atlantic Beach FL Cover Sheet Truss Level 1 Roof A pnud palmed • . Alplm U&-d prodal.,Inu russ Qty Span Description Pitch OHL TC Size Truss O/A Height Weight TC/BC OHR BC Size Ext.Weight 1 37-07-00 Al 7/0 01-06-08 2x4 05-03-09 1108.0 LB 01-06-08 2x6 1108.0 LB 1 37-07-00 A2 7.00/0 01-06-08 2x4 06-05-09 215.4 LB 01-06-08 2x4 ����� 215.4 LB 1 37-07-00 A3 7.00/0 01-06-08 2x4 07-07-09 237.8 LB 01-06-08 2x4 237.8 LB 1 37-07-00 A4 7.00/0 01-06-08 2x4 08-09-09 232.2 LB 01-06-08 2x4 232.2 LB 1 37-07-00 A5 7/0 01-06-08 2x4 09-11-09 232.2 LB 01-06-08 2x4 232.2 LB 1 37-07-00 A6 7.00/0 01-06-08 2x4 11-01-09 282.5 LB 01-06-08 2x4 282.5 LB 4 37-07-00 A7 7.00/0 01-06-08 2x4 12-02-06 277.0 LB 01-06-08 2x41107.8 LB 1 37-07-00 A8 7.00/0 01-06-08 2x4 12-02-06 277.0 LB ' 01-06-08 2x4 277.0 LB 1 37-07-00 A9 7.00/0 01-06-08 2x4 12-02-06 282.6 LB ' 01-06-08 2x4 282.6 LB 1 37-07-00 A10 7.00/0 01-06-08 2x4 12-02-06 274.2 LB 01-06-08 2x4 274.2 LB ' 1 37-07-00 All 7.00/0 01-06-08 2x4 12-02-06 274.2 LB 01-06-08 2x4 274.2 LB 1 37-07-00 Al2 7.00/0 01-06-08 2x4 12-02-06 296.5 LB 01-06-08 2x4 296.5 LB 1 37-07-00 A13 7.00/0 01-06-08 2x4 12-02-06 285.4 LB 01-06-08 2x4 285.4 LB ' 1 37-07-00 A14 7.00/0 01-06-08 2x4 12-02-06 274.2 LB 01-06-08 2x4 274.2 LB 3 37-07-00 A15 7.00/0 01-06-08 2x4 11-10-07 221.0 LB ' 01-06-08 2x4 663.0 LB 1 37-07-00 A17 7.00/0 01-06-08 2x4 11-10-07 204.2 LB 01-06-08 2x4 204.2 LB I-IomeBASE by Alpine Engineered Products,Inc. Page 1 of 4 Qty Span Description Pitch OHL TC Size Truss O/A Height Weight TCBC OHR BC Size Ext.Weight 4 37-07-00 A18 7.00/0 01-06-08 2x4 11-10-07 193.0 LB 01-06-08 2x8 772.2 LB 1 37-07-00 A19 7.0010 01-06-08 2x4 13-10-07 205.6 LB 01-06-08 2x8 205.6 LB 1 37-07-00 A20 7.00/0 01-06-08 2x4 13-10-07 172.1 LB 01-06-08 2x8 172.1 LB 1 11-03-06 Bl 7.00/0 01-06-08 2x4 04-08-09 65.7 LB 00-00-00 2x4 65.7 LB 1 12-09-08 B2 7.00/0 01-06-08 2x4 05-10-09 85.3 LB 00-00-00 2x4 85.3 LB 1 12-09-08 B3 7.00/0 01-06-08 2x4 07-00-09 90.9 LB 00-00-00 2x4 90.9 LB 1 12-09-08 B4 7/0 01-06-08 2x4 08-02-09 76.9 LB 00-00-00 2x4 76.9 LB 1 12-09-08 B5 7.00/0 01-06-08 2x4 08-06-01 79.7 LB 00-00-00 2x4 79.7 LB 4 05-01-04 Cl -7.0/0 00-00-00 2x4 04-00-03 36.4 LB 00-00-00 2x4 145.5 LB 0 05-01-08 C2 -7.0/0 00-00-00 2x4 03-11-14 36.4 LB 00-00-00 2x4 0.0 LB 0 05-01-08 C3 -7.0/0 00-00-00 2x4 03-11-14 36.4 LB 00-00-00 2x4 0.0 LB 2 02-00-00 D1 2.50/0 01-06-00 2x4 01-00-05 8.4 LB 00-00-00 2x4 16.8 LB ' 2 04-00-00 D2 2.50/0 01-06-00 2x4 01-05-05 16.8 LB 00-00-00 2x4 33.6 LB ' 1 06-08-00 E1 1.77/0 00-00-00_ 2x4- 01-03-10 36.4 LB 00-00-00 2x6 36.4 LB 1 18-07-12 E2 1.77/0 00-00-00 2x4 04-05-08 1880.4 LB t00-00-00 2x8 1880.4 LB 3 11-10-04 G1 4.00/0 00-00-00 2x4 04-05-08 53.1 LB 00-00-00 2x4 159.4 LB ' 5 11-10-04 G2 4.00/0 01-06-00 2x4 04-09-02 55.9 LB 00-00-00 2x4 279.7 LB 4 11-11-08 G3 4.00/0 01-06-00 2x4 04-09-08 61.5 LB ' 00-00-00 2x4 246.2 LB 1 11-11-08 G4 4.00/0 01-06-00 2x4 1 04-03-08 53.1 LB 00-00-00 2x4 53.1 LB ' 3 08-00-00 H1 7/0 01-06-00 2x4 03-06-09 44.8 LB 01-06-00 2x4 134.3 LB ' 0 08-00-00 H2 7/0 01-06-00 2x4 03-06-09 44.8 LB 01-06-00 2x4 0.0 LB 1 09-01-08 11 4.00/0 00-00-00 2x4 04-00-01 61.5 LB 00-00-00 2x4 61.5 LB ' 1 01-11-04 12 4.00/0 01-06-08 2x4 02-11-14 22.4 LB 00-00-00 2x4 22.4 LB HomeBASE by Alpine Engineered Products.Inc. Page 2 of 4 Qty Span Description Pitch OHL TC Size Truss O/A Height Weight TC/BC OHR BC Size Ext.Weight 4 01-07-04 K1 7.00/0 01-06-08 2x4 02-02-01 11.2 LB 00-00-00 2x4 44.8 LB 2 01-07-04 K2 7.00/0 01-06-08 2x4 01-04-05 11.2 LB 00-00-00 2x4 22.4 LB 1 07-08-00 L1 0/0 00-00-00 2x4 01-00-12 36.4 LB 00-00-00 2x4 01 36.4 LB 1 12-10-00 L2 7.00/0 01-06-00 2x402-11-13 67.1 LB 00-00-00 2x4 67.1 LB 1 12-09-12 L3 7.00/0 01-06-00 2x4 05-00-01 81.1 LB 00-00-00 2x4 81.1 LB 1 12-09-12 L4 7.00/0 01-06-00 2x4 06-02-01 89.5 LB 00-00-00 2x4 89.5 LB 1 12-09-12 L5 7.00/0 01-06-00 2x4 07-04-01 97.9 LB 00-00-00 2x4 97.9 LB 1 12-09-12 L6 7.00,/0 01-06-00 2x4 08-06-01 86.7 LB 00-00-00 2x4 86.7 LB 3 12-09-12 L7 7.00/0 01-06-00 2x4 09-06-12 92.3 LB 00-00-00 2x4 276.9 LB 2 09-09-09 J1 4.95/0 02-01-15 2x4 05-03-00 51.8 LB 00-00-00 2x4 103.5 LB 6 02-11-08 J2 7.00/0 01-06-08 2x4 01-09-04 11.2 LB 00-00-00 2x4 67.1 LB 6 02-11-08 J3 7.00/0 01-06-08 2x4 02-11-04 18.2 LB 00-00-00 2x4 109.1 LB 6 04-11-08 J4 7.00/0 01-06-08 2x4 04-01-04 23.8 LB 00-00-00 2x4 142.7 LB ' 13 06-11-08 J5 7.00/0 01-06-08 2x4 05-03-09 32.2 LB 00-00-00 2x4 418.2 LB 1 08-05-01 J6 4.95/0 02-01-07 2x4 04-08-00 46.2 LB 00-00-00 2x4 46.2 LB 0 03-00-00 J7 7.00/0 01-06-08 2x4 01-09-04 11.2 LB 00-00-00 2x4 0.0 LB ' 0 03-00-00 J8 7.00/0 01-06-08 2x4 ��� 02-11-04 18.2 LB 00-00-00 2x4 0.0 LB 0 05-00-00 J9 7.00/0 01-06-08 2x4 04-01-04 23.8 LB 00-00-00 2x4 0.0 LB 2 06-00-00 Al 7.00/0 00-00-00 2x4 04-04-09 29.4 LB 00-00-00 2x4 58.7 LB 3 05-07-02 J12 4.95/0 02-01-07 2x4 03-06-00 25.2 LB 00-00-00 2x4 75.5 LB 6 01-00-00 J13 7/0 01-06-00 2x4 01-09-09 11.2 LB 00-00-00 2x4 67.1 LB 5 03-00-00 J14 7/0 01-06-00 2x4 02-11-09 16.8 LB 00-00-00 2x4 83.9 LB ' 1 03-10-15 J15 7.00/0 01-06-00 2x4 03-05-15 19.6 LB 00-00-00 2x4 19.6 LB HomeBASE by Alpine Engineered Products,Inc. Page 3 of 4 Qty Span Description Pitch OHL TC Size Truss 0/A Height Weight _ TC/BC OHR BC Size Ext.Weight 1 05-07-02 J16 4.95/0 00-00-00 2x4 � 03-00-02 22.4 LB 00-00-00 2x4 22.4 LB 2 01-00-00 J17 7/0 01-06-00 2x4 01-03-07 8.4 LB 00-00-00 2x4 16.8 LB 3 03-00-00 J18 7/0 00-00-00 2x4 02-05-07 14.0 LB 00-00-00 2x4 42.0 LB 1 03-10-15 J19 7.00/0 01-06-00 2x4 02-11-13 16.8 LB 00-00-00 2x4 16.8 LB Qty Description 49 A- HTUS26 1 HGUQ26-4 For Truss E2 2 E - SUL26 2 EE - SUR26 2 H - THJA26 E Trusses: 79 Hangers: 56 Jacks: 58 Beams: 0 Piggy Backs; 0 I-Joist: 0 Total Trusses in Package: 137 Rim Board: 0 HOmeBASE by Alpine Engineered Products,Inc. Page 4 of 4 PRODUCTS HARDWARE SCHEDULE 9/7/2006 2006 REACTIONS PLATE TRUSSES or Code MARK PRODUCT Page FLOOR ROOF UPLIFT HEADER JOIST TYPE NOTES 8300 A HTU25 mth r� 128 2880 3200 1250 (20)164 14 10dxl.5 TP,USS Min.Load 116" a 8300 A HTU2i, mG v_ 128 2880 3600 1555 (20)16d (20)10dxl.5 TRUSS Max.Load 118" a ' 8300 A FITU26 nA,3 7Fn 129 2880 3100 1175 20)164 14 104x1.5 TRUSS Min.Load 1/2" a 8300 A HTU213 mn 5 u." 129 2880 3580 1215 20)164 20)104x1.5 TRUSS Max.Load 1/2" a 8303 B HTU28 nth 7 7;5" 128 3745 3895 1235 I k-L- 8303 B HTU26 mn'i-1' 128 3745 4680 2140 (26)164 (26 104x1.5 TRUSS Max.Load t/8" a ' 8303 B HTU28 n,n 57rt" 1 1291 3720 1 3770 1 1125 26)164 (14)104x1.5 TRUSS Min.Load 1l2" a 8303 g 1HTU2B n,r,7 t: 129 3720 4655 2140 26 164 26)104x1.5 TRUSS Max.Load tl2" a 6141 C HGUS26-2 nih44rt0' 127 3940 5240 2325 (201164 8)164 TRUSS 2PI Truss 8309 D1 HGUS26-2 mh �:tc 127 6805 7925 3220 36 164 (12 164 TRUSS 2PI Truss ' 8;il l D2 HGUS28-3 mh rc rsns" 127 6805 7925 3220 36116d 12 164 TRUSS 3 PI Truss 83'24 E SUL1R 26 86 800 1000 765 6 164 (6 104x1.5 TRUSS Skewed 45' 8333 F SUL'R 210 86 1330 1660 1250 10 164 10)104x1.5 TRUSS Skewed 45' 8334 G LSSU210 114 1110 1390 875 10)104 7 104x1.5 TRUSS Slo ed-vanes 8334 G LSSU210 114 995 1205 785 (9 104 7 104x1.5 TRUSS Skewed-vanes 6321 H THJA26 1341 2680 1 3265 960 1 (20)164 (6)HJ(4)EJ 104x1.5 TRUSS Hip JackBEnd Jack 8318 I THA422 Min 125 1635 1635 41Too(21Face 16d 6 16d SYS 42 8318 1 THA422 Max 125 3630 .4145 1550 22)16d 6 16d SYS 42 ' 832911 THA422-2 Min 125 2810 2810 4 To (4 Face 16d 6 16d SYS 42 2PI S 42 8329 11 THA422-2 Max 125 4720 5525 1715 30 16d 6 16d SYS 42 2PI S 42 8325 J THAC422 Min 125 1635 1635 (4)Too(2)Face 10dx1.5 6 16d SYS 42 Inverted Flan e 8325 J THAC422 Max 125 3630 4145 1550 22)1646 164 SYS 42 Inverted Flan e ' (4)104x1.5 Top (1)104x1.5 Stragnt Skewed 4S into Sy42 8319 K THA422 UR Min 131 880 880 Fa(2)10d (1)10dx1 Straight SYS 42 s 1k 4S nTop chord (4)104 op o Sy42 8319 K THA422 LIR Min 131 1090 1090 Face (2)10dx1.5 Slant SYS 42 2ply Top chord (4)10d Top (1)104 SUaght Skewed 45'into 9" 8319 K THA422 L/R Max 131 1675 1675 310 12)10d Face 2)104x1.5 Slant SYS 42 Beam min. 8336 K1 THA426 Min 125 2425 2425 - 4)Too(4)Face 15o (6 164 SYS 42 8336 K1 THA426 Max 125 4020 4655 1715 301164 6 16d SYS 42 8317 L SUUR 410 86 1860 2330 1275 14)16d 6 16d SYS 42 Skewed 45' ' 8308 M LSSU410 114 2430 3035 1150 (18)16d 12)10dxl.5 SYS 42 Slo ed-vanes 8308 M 1-5S1,1410 114 1625 1625 1150 (14)16d (12)10dx1.5 SYS 42 Skewed-vanes 8136 N IUT312 93 1110 1390 255 10 1042 10dx1.5 I-JOIST Face Mount 2.5" 8137 O HU312-2 94 2145 2680 1085 16)15d 6 10d 1-JOIST 2 P Face Mount 8140P IIUT412 93 1110 1390 255 10 10d (2 10dx1.5 I-JOIST Face Mount 3.5" 8'35 Q MIT316 106 2400 4 To 4)Face 16d 2 10dx1.5 I-JOIST To Mount 2.5" 8150 R SUL/R 310 86 1860 2330 765 14 16d 6 10dx1.5 I-JOIST Skewed 45' ' 8151 S ISUL/R 314 86 2395 2500 1150 18 164 8 10dx1.5 I-JOIST Skewed 45' 8147 T LSSUH310 114 2295 2295 1150 18164 12101x1.5 JOIST Sto ed-vanes 8147 T LSSUH310 114 1600 1600 1150 (14)164 (12)104x1.5 -JOIST Skewed-vanes U1 HU9 Min 95 2410 3015 865 18 16d 6 10dx1.5 1 PLY LVL Min.Load ' U1 JHU9 Max 95 3215 4020 1440 24)16d 10 10dx1.5 1 PLY LVL Max.Load 8144 U2 HU11 Min 95 2950 3685 865 (22 16d 6 10dx1.5 1 PLY LVL Min.Load 8144 JU2 jHU11 Max 95 4020 4405 1440 30116d (10 10dx1.5 1 PLY LVL Max.Load 8148 V HGUS48 95 6805 7925 3220 (36)16d 12 16d 2 PLY LVL ' 8149 W HGUS412 95 9155 1 9155 4055 I 56)16d (20 16d 2 PLY LVL 8152 X HGUS412 L so end 95 1&11 1211 4211 1663 (56)16d (20)16d 2 PLY LVL Skewed 45' Lf 3152 X 1 HGUS412 L be end 95+t 891 6134 6134 663 56 164 20)16d 2 PLY LVL Skewed 45' Lf 6153 X HGUS412 R sqend 95+189 1211 1 4211 1663 (56 16d 20)16d 2 PLY LVL Skewed 45' Rt ' 8153 X IHGUS412R neveiendl95+1891 6134 6134 1663 156 164 20)16d 2 PLY LVL Skewed 45' Rt .6 104 2 PLY LVL Inverted Flan e 3154 Y HUC412 "Ain i95+191 2145 2680 1085 11 6)16d 3154 Y HUC412 Max 95+191 2950 3685 1810 122)16d (10)10d 2 PLY LVL Inverted Flan e 4145 Z HGUS5.50/12 96 9155 9155 4055 56)16d (20)16d 3 PLY LVL o )61 '?835 1 9835 '055 1 561164 20)16d 1 PLY LVL °tab ZZ HGUS7.�5/12 3 Plv Truss/LVL CU1 02 9800 198001 3365 281SDS v4 x 3" 281SDS t)4 x 3" CU = 02 ',9600 198005365 28)SDS 114 x 3" 281SDS 114 x 3" i a PIv Truss/LVL U3 38 19010 1 10010 3010 (t0)10d R r)si4•me I 3)2'4"M1371_1` L Piv HeavvTruss �' Seat Plate ' 4)10dx1.5 _uss Spacer 40 =acn -uss Screws ws L 40 _ - 401 =acn uss Screws ' '401 =acn `uss Screws vs '_VL Bolts '-;307 PollAssemolv =acn -.oil rss -,307 Soil As DIV Hacn s _VL Bolts ITW Building Components Group, Inc. 1950 Marley Drive Haines City,FL 33844 Florida Engineering Certificate of Authorization Number: 567 Florida Certificate of Product Approval#FL 1999 Page 1 of 1 Document ID:I T5T 15 1-Z0920154316 Truss Fabricator: Manning Building Supply Job Identification: J-07-0097--- Lot 38/39 Blk 1 Selva Marina Truss Count: 66 Model Code: Florida Building Code 2004 and 2006 Supplement Truss Criteria: ANSI/TPI-2002(STD)/FBC Engineering Software: Alpine Software,Version 7.26. Structural Engineer of Record: The identity of the structural EOR did not exist as of Address: the seal date per section 61G15-31.003(5a) of the FAC Minimum Design Loads: Roof 47.0 PSF @ 1.25 Duration Floor N/A Wind 120 MPH ASCE 7-02 -Partially Enclosed Notes: Seal Date:03/20/2007 1. Determination as to the suitability of these truss components for the structure is the responsibility of the building designer/engineer of -Truss Design Engineer- record, as defined in ANSI/TPI 1 .lames F.Collins Jr. Florida License Number:52212 2. The drawing date shown on this index sheet must match the date shown 1950 Marley Drive on the individual truss component drawing. . Haines City,FL 33844 3. The loads indicated on all referenced girder trusses are consistent with the truss layout provided by Manning Building Supply for the above referenced job identification. Loads applied by non-truss elements and basic load parameters are to be reviewed and approved by the EOR/building designer. 4. As shown on attached drawings; the drawing number is preceded by: HCUSR151 Details: A11030EE-GBLLETIN- Ref Description Drawingi Date Ref Description Drawingi Date 1 26941--A1 07079065 03/20/07 34 26974--G3 07079202 03/20/07 2 26942--A2 07079004 03/20/07 35 26975--G4 07079016 03/20/07 3 26943--A3 07079005 03/20/07 36 26976--H1 07079029 03/20/07 4 26944--A4 07079006 03/20/07 37 26977--H2 07079030 03/20/07 5 26945--A5 07079021 03/20/07 38 26978--I1 07079024 03/20/07 6 26946--A6 07079007 03/20/07 39 26979--I2 07079025 03/20/07 7 26947--A7 07079011 03/20/07 40 26980--K1 07079049 03/20/07 8 26948--A8 07079008 03/20/07 41 26981--K2 07079056 03/20/07 9 26949--A9 07079009 03/20/07 42 26982--L1 07079046 03/20/07 10 26950-410 07079063 0 / 43 26983--L2 07079050 03/20/07 11 26951--All 07079023 0 SNEERING INC 44 26984--L3 07079041 03/20/07 12 26952--Al2 07079047 0 TERRACE 45 26985--L4 07079042 03/20/07 TfNE.FLORIDA 32 13 26953-413 01079052 0 26986--L5 07079043 03/20/07 14 26954--A14 07079054 0 AUTHOR VATIC �l0 R&A7--L6 07079044 03/20/07 WING 15 26955--A15 07079022 0� REvl�nra ITI 88--L7 07079045 03/20/07 16 26956--A17 07079013 AIDO ED 0APPROVE N j 11 07079019 03/20/07 17 26957--A18 07079035 0d1/Q®h'O,d ROVED 0 L --J2 07079026 03/20/07 18 26958-419 07079017 03/20/07 51 26991--J3 07079037 03/20/07 19 26959--A20 07079018 OBY20 0 DATE 1170-22 02 J4 07079048 03/20/07 20 26960--11 07079003 OB`4�b ecord FL o J5 07079015 03/20/07 21 26961--B2 07079010 aVLfl 0a. GABRIEL, P.E. 54 4--J6 07079060 03/20/07 22 26962--83 07079012 0 � 0 07 55 26995--J7 07079020 03/20/07 23 26963--B4 07079058 ( f`f Renew of shop dra 64gs if 69%6--J8 07079057 03/20/07 nce with the desi nc 24 26964--B5 07079066 nd does not relieve q, �9� J9 07079062 03/20/07 g �d8 J11 07079055 03/20/07 25 26965 C1 07079059 @a� P of responsibility for a t ev �t���9 J12 07079031 03/20/07 26 26966--C2 07079061 CrIO We uirements of the co ty t c }} 27 26967--C3 07079064 08PPOP011 tom respons�bil�ty f �Qrr 0--J13 07079033 03/20/07 28 26968--D1 07079051 93'"l)r®)11 the shop drawings 61 27001--J14 07079032 03/20/07 29 26969--D2 07079053 03/20/07 62 27002--J15 07079034 03/20/07 30 26970--E1 07079014 03/20/07 63 27003--J16 07079036 03/20/07 31 26971--E2 07079201 03/20/07 64 27004--J17 07079038 03/20/07 32 26972--G1 07079027 03/20/07 65 27005--J18 07079039 03/20/07 33 26973--G2 07079028 03/20/07 66 27006--J19 07079040 03/20/07 1111111 IIIII IIII 111111 IIIII III IIII ITW Building Components Group, Inc. 1950 Marley Drive Haines City,FL 33844 Florida Engineering Certificate of Authorization Number:567 Page 1 of 1 Document ID:IT5TI51-ZO920154316 Truss Fabricator: Manning Building Supply Job Identification: J-07-0097--- Lot 38/39 Blk 1 Selva Marina Truss Count: 3 Model Code: Florida Building Code 2004 and 2006 Supplement Truss Criteria: ANSI/TPI-2002(STD)/FBC Engineering Software: Alpine Software,Version 7.26. Structural Engineer of Record: Address: Minimum Design Loads: Roof 47.0 PSF @ 1.25 Duration Floor N/A Wind 120 MPH ASCE 7-02 -Partially Enclosed Seal Date:03/20/2007 Notes: 1. Determination as to the suitability of these truss components for the Engineer- structure is the responsibility of the building designer/engineer of -Truss Design Engineer- record, as defined in ANSI/TPI 1JamesCollins Jr. FloridaLicense Number:52212 2. The drawing date shown on this index sheet must match the date 1950 Marley Drive shown on the individual truss component drawing. Haines City,FL 33844 3. 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N `3CD Ca-' V W N N N A "'W N CP•-•.p•- .P •-• CT" CP CP'--' a - m `.C7 Z H 0 0 0 0 0 0 0 0 0 p 0 0 0 0 0 m < m T O (Zj OOOOO n M pm '' 9 Z x Cry] \ Z n z Y AmA0:1N V Aet V ;2 e7 ,1N ,t.t,2 .1.t .1 m z mm a _ m 'r z o o t�7 CD C) 0 ` 0 3 0 v - Builder• Job Information Frank Gamel Const. Job#: J-07-0097A File#: ■• ** �� Salesman: David Price Designer: JamesBmtcher (Brs I A Manning Building Supplies Report and Delivery Date'' JobJacksonville,Florida 32256 jaxtruss@mbs-corp.com Date: 3/21/2007 Phone:(904)268-8225 ' Fax:(904)260-2981 Tomsom Resd. Del.Date: Lot 38/39 Blk 1 Selva Marina - -- Atlantic Beach FL Cover Sheet Truss Level [2nd Roof .+.pw:'ar.m*( Wooffruss :-hbl u, na wM.r.lrr. Qty Span Description Pitch OHL TC Size Truss O/A Height Weight TC/BC OHR BC Size Ext.Weight 1 14-06-00 M1 7.0010 01-06-00 2x404-01-09 69.9 LB 00-00-00 2x4 69.9 LB 1 21-02-00 N1 7/0 01-06-00 2x4 04-01-09 114.7 LB 01-06-00 2x4 114.7 LB r 1 22-08-00 N2 7/0 01-06-00 2x4 05-03-09 151.1 LB 01-06-00 2x4 151.1 LB 1 22-08-00 N3 7/0 01-06-00 2x4 06-05-09 153.9 LB 01-06-00 2x4 153.9 LB 1 22-08-00 N4 7/0 01-06-00 2x4 07-07-09 142.7 LB 01-06-00 2x4 142.7 LB 10 22-08-00 N5 7/0 01-06-00 2x4 07-09-14 111.9 LB IF 01-06-00 2x4 1118.9 LB 1 22-08-00 N6 7/0 01-06-00 2x4 04-01-09 123.1 LB 01-06-00 2x4 123.1 LB 1 22-08-00 N7 7/0 01-06-00 2x4 05-03-09 109.1 LB 01-06-00 2x4 109.1 LB 1 22-08-00 N8 7/0 01-06-00 2x4 06-05-09 125.9 LB 01-06-00 2x4 125.9 LB 1 22-08-00 N9 7/0 01-06-00 2x4 07-07-09 111.9 LB 01-06-00 2x4 111.9 LB 2 07-00-02 J20 4.95/0 02-01-07 2x4 04-01-00 25.2 LB 00-00-00 2x4 50.3 LB ' 4 01-00-00 J21 7/0 01-06-00 2x4 01-09-09 8.4 LB 00-00-00 2x4 33.6 LB 3 03-00-00 J22 7/0 01-06-00 2x4 02-11-09 14.0 LB 00-00-00 2x4 �: - 42.0 LB 4 05-00-00 J23 7/0 01-06-00 2x4 04-01-09 19.6 LB 00-00-00 2)(4 78.3 LB 1 03-00-00 J24 7/0 00-00-00 2x4 02-01-05 11.2 LB 00-00-00 2x4 11.2 LB 6 01-00-00 J25 7.00/ 0 01-06-00 2x4 01-09-09 8.4 LB ' 00-00-00 2x4 50.3 LB foo'eBASE by Alpine Engineered Products,Inc. Page 1 of 2 r' 6rQty Span Description Pitch OHL TC Size Truss O/A Height Weight TC/BC OHR BC Size Ext.Weight R 6 03-00-00 J26 7/0 01-06-00 2x4 02-11-09 14.0 LB 00-00-00 2x4 83.9 LB 9 05-00-00 J29 7.00/0 01-06-00 2x4 04-01-09 19.6 LB 00-00-00 2x4 G� 176.2 LB 3 07-00-02 J30 4.95/0 02-01-07 2x4 � 04-01-00 25.2 LB 00-00-00 2x4 75.5 LB Trusses: 19 Hangers: 0 Jacks. 38 Beams* 0 Piggy Backs; 0 I-Joist: 0 Total Trusses in Package: 57 Rim Board: 0 r r r` fomeBASE by Alpine Engineered Products,Inc. Page 2 of 2 PRODUCTS HARDWARE SCHEDULE 9/7/2006 2006 REACTIONS j PLATE TRUSSES or Code MARK PRODUCT Page I FLOORIROOFIUPLIFTI HEADER JOIST TYPE NOTES 8300 A IHTU29 mh s 7na• 1281 2880 3200 1250 (20)16d 14)l Odxl.5 TRUSS I Min.Load 1/8-gap 8300 A jHTU2G mh v ` 128 2880 3600 1555 120 16d 20 10dxl.5 TRUSS Max.Load 1l8" a8300 A HTU26 no1'S :n 129 2880 3100 1175 0 16d 14 10dx1.5 TRUSS Min.Load 1/2" a8300 A HTU26 mh 5 t.2" 129 2880 3580 1215 0 16d 20 10dxl.5 TRUSS Max.Load 1/2" a8303 B HTU28 n11,1�5' 128 3745 3895 1235 6 16d 14 10dxl.5 TRUSS Min.Load 1/8"gap 8303 B HTU28 nr t-4' 128 3745 4680 2140 (26)16d 26 10dx1.5 TRUSS Max.Load 1/8"gap 8303 B HTU28 n,h's?a;' 129 3720-1 3770 1 1125 (26)16d 14 10dxl.5 TRUSS Min.Load 112"gap 8303 B HTU28 nih 7 1:' 129 3720 4655 1 2140 (26)16d 26 10dxl.5 TRUSS Max.Load 1/Z'gap 8141 C HGUS26-2 m049r16- 1271 3940 5240 1 2325 (20)16d (8)16d TRUSS 2 Ply Truss 8309 Di HGUS28-2 [u 9r16 127 6805 7925 1 3220 (36)16d 12)l 6d TRUSS 1 2 Ply Truss 8311 D2 HGUS28-3 mh s t3:1s 1271--6 ---F-- 27 6805 7925 3220 36 16d 12 16d TRUSS 3 PI Truss 8324 E SUL/R 26 86 800 1000 765 (6)16d 6 10dx1.5 TRUSS Skewed 45' 8333 F SUL/P.210 861 1330 1660 1250 1016d 1010dxl.5 TRUSS Skewed 45' 8334 G LSSU210 1141 1110 1390 875 10 10d 7 10dx1.5 TRUSS Slo ed-varies 8334 G LSSU210 114 995 1205 785 (9)l Od 7 10dx1.5 TRUSS Skewed-vanes 8321 H THJA26 134 2680 3265 960 (20)16d (6)HJ(4)EJ 10dx1.5 TRUSS Hip Jack&End Jack 8318 1 THA422 Min 125 1635 1635 (4)Top 2)Face 16d (6)16d SYS 42 8318 1 THA422 Max 125 3630 4145 1550 (22)16d (6)16d SYS 42 8329 11 THA422-2 Min 125 2810 2810 (4)Top(4)Face 16d (6)16d SYS 42 2 Ply S 42 8329 11 THA422-2 Max 1 125 4720 5525 1715 (30)16d (6)16d SYS 42 2 Ply S 42 8325 J THAC422 Min 125 1635 1635 1(4)TOP(2)Face 10dx1.5 (6)16d SYS 42 Inverted Flange 8325 J THAC422 Max 1251 3630 4145 1550 (22)16d (6)16d SYS 42 Inverted Flange (4)10dx1.5 Top (1)10dxl.5 Straight Skewed 45 into Sy42 8319 K THA422 UR Min 131 880 880 (2)10dx1.5 Face (2)10dx1.5 Slant SYS 42 1ply Top chord (4)10d Top (2)10d (1)10d Straight Skewed 45'into Sy42 8319 K THA422 UR Min 131 1090 I 1090 Face 2 10dx1.5 Slant SYS 42 2plyTop chord (4)10d Top (1)10d Straight Skewed 45'into 9" N31 K THA422 UR Max 131 1675 1675 310 12)l0d Face 2)10dx1.5 Slant SYS 42 Beam min. K1 THA426 Min 125 2425 2425 1(4)Top(4)Face 16d (6)16d SYS 42 K1 THA426 Max 125 4020 4655 1715 (30)16d (6)16d SYS 42 ' L SUL/R 410 86 1860 2330 1275 (14)16d (6)16d SYS 42 Skewed 45' M LSSU410 114 2430 3035 1150 18 16d 12 10dxl.5 SYS 42 Slo ed-varies M LSSU410 114 1625 1625 1150 (14)16d (12)10dx1.5 SYS 42 Skewed-vanes 8136 N IUT312 931 1110 1390 1 255 (10)10d 2 10dxl.5 I-JOIST Face Mount 2.5" ' 8137 O HU312-2 941 2145 2680 1085 16 16d (6)l Od I-JOIST 2 PIV Face Mount 8140 P I IUT412 93 1110 1390 255 10 10d 2 10dx1.5 I-JOIST Face Mount 3.5" 8135 Q IMIT316 106 2400 (4)Top(4)Face 16d 2 10dx1.5 I-JOIST Top Mount 2.5" 8150 R SULIR 310 86 1860 2330 765 14 16d 6 10dx1.5 I-JOIST Skewed 45' ' 8151 S SULIR 314 86 2395 12500 1150 18 16d 8 10dx1.5 I-JOIST Skewed 45' 8147 T LSSUH310 114 2295 1 2295 1150 1816d 1210dx1.5 I-JOIST Sloped-vanes 8147 T LSSUH310 114 1600 1600 1150 (14)16d 6 10dx1.5(12)10dx1.5 I-JOIST Skewed-vanes ' U1 HU9 Min 95 2410 3015 865 18)l d 1 PLY LVL Min.Load U1 1HU9 Max 95 3215 4020 1440 (24)16d 10 10dx1.5 1 PLY LVL Max.Load 8144 U2 jHUll Min 95 2950 3685 865 (22)16d 6 10dxl.5 1 PLY LVL Min.Load 8144 U2 JHUll Max 1 95 4020 4405 1440 (30)16d 10 10dxl.5 1 PLY LVL Max.Load ' 8148 V IHGUS48 95 6805 7925 3220 (36)16d 12 16d 2 PLY LVL 8149 W I HGUS412 95 9155 9155 4055 (56)16d (20)16d 2 PLY LVL 8152 X IHGUS412L sq end 195+1891 4211 4211 1663 (56)16d (20)16d 2 PLY LVL Skewed 45' Lf 8152 X IHGUS412L bevel end 95+1891 6134 1 6134 1 1663 56 16d 20 16d 2 PLY LVL Skewed 45' Lf ' 8153 X HGUS412 R sq end 95+189 4211 4211 1663 56 16d 20)16d 2 PLY LVL Skewed 45' Rt 8153 X I HGUS412 R bevel end 95+1891 6134 1 61341 1663 56 16d 20)16d 2 PLY LVL Skewed 45' Rt 8154 Y IHUC412 Min 195+1911 2145 1 2680 1 1085 16)16d 6 10d 2 PLY LVL Inverted Flange 8154 Y HUC412 Max 95+191 2950 3685 1810 22 16d 10 10d 2 PLY LVL Inverted Flange ' 8145 Z HGUS5.50/12 96 9155 1 9155 14055 56)16d (20)16d 3 PLY LVL 8146 ZZ HGUS7.25/12 96 9835 9835 1 4055 1 (56)16d 20)16d 4 PLY LVL CU1 ='; n 102 19800 19800 6365 (28 SDS 1/4 x 3" i28)SDS 1/4 x 3" 3 PI Truss/LVL CU2 _s, 02 19800 19800 6365 (28)SDS 1/4 x 3" (28)SDS 1/4 x 3" -�." 4 Plv Truss/LVL CU3 ; ;, 138 10010 10010 8010 (10)10d&(2)3/4'MB 1 (8)3/4"MB -FI_!'_'.L 2 PI HeavvTruss P:ales Seat Plate 140 �410W.5 Truss S acer 3ws40 Each Screv_ -russ Screws 7" 1nc 5 _6" 40 tach 5 Truss Screws 140 each T uss Screws A307 Bolt Assembly Each LVL Bolts Soltsseo; A307 rrnBolt Assembl each 3oiis LVL Bolts ITW Building Components Group, Inc. 1950 Marley Drive Haines City,FL 33844 Florida Engineering Certificate of Authorization Number:567 Florida Certificate of Product Approval#FL1999 Page 1 of 1 Document ID:1T5T151-Z0720133959 Truss Fabricator: Manning Building Supply Job Identification: J-07-0097A--- Lot 38/39 Blk 1 Selva Marina Truss Count: 19 Model Code: Florida Building Code 2004 and 2006 Supplement _ Truss Criteria: ANSI/TPI-2002(STD)/FBC Engineering Software: Alpine Sof tware,Versi on 7.26. Structural Engineer of Record: The identity of the structural EOR did not exist as of Address: the seal date per section 61G15-31.003(5a) of the FAC Minimum Design Loads: Roof 47.0 PSF @ 1.25 Duration Floor N/A Wind 120 MPH ASCE 7-02 -Partially Enclosed Seal Date:03/20,2007 Notes: 1. Determination as to the suitability of these truss components for the Engineer- structure is the responsibility of the building designer/engineer of Truss Design Engineer- record, as defined in ANSI/TPI 1 JamesCollins Jr. FloridaLicense Number:52212 2. The drawing date shown on this index sheet must match the date shown 1950 Marley Drive on the individual truss component drawing. . Haines City,FL 33844 3. The loads indicated on all referenced girder trusses are consistent with the truss layout provided by Manning Building Supply for the above referenced job identification. Loads applied by non-truss elements and basic load parameters are to be reviewed and approved by the EOR/building designer. 4. As shown on attached drawings; the drawing number is preceded by: HCUSR151 Details: Ref Description Drawingi Date 1 25352--M1 07079099 03/20/07 2 25353--N1 07079117 03/20/07 3 25354--N2 07079106 03/20/07 4 25355--N3 07079107 03/20/07 5 25356--N4 07079108 03/20/07 6 25357--N5 07079109 03/20/07 7 25358--N6 07079110 03/20/07 8 25359--N7 07079111 03/20/07 9 25360--N8 07079112 03/20/07 10 25361--N9 07079113 03/20/07 11 25362--J20 07079114 03/20/07 LJGENGINEERI CAINA363--J21 07079115 03/20/07 419SOPHIATERRA �3 25364 J22 07079116 03/20/07 ST AUGUSTINE.FI 114 25365 gz 07079100 03/20/01 FL CERT OF RUTH -15 25366 J2 07079101 03/20/07 Sf�OPDRA�►�R \`16 25367--J25 07079102 03/20/07 APPROVED ❑ 7 ;MWS N�6 07079103 03/20/07 8 25369 J29 07079104 03/20/07 ❑NOT APPROVE 19 25370--J30 07079105 03/20/07 DATE 20 OA BY Engineer of Record FL Cert No 39476 LOUIS J. GABRIEL, P.E ATTENTION. 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SEWER LINE REPLACEMENT Application description . . . PLUMBING ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor WINKLER, MIKE DAVID GRAY PLUMBING INC. 377 12TH ST 8850 CORPORATE SQUARE CT. ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32216 (904) 744-7255 ------------------------------------------------ ---------------------------- Permit . . . . . . PLUMBING PERMIT Additional desc . . Permit Fee . . . . 42 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 42 . 00 42 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 42 . 00 42 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. i BUILDMI OFFICIAL sS, CITY OF ATLANTIC BEACH PLUMBING PERMIT APPLICATION Date: 414 Property Address: X77 IZ 5f- �� Owner: /�ilrr Wr.�/�tfsr Telephone#: Contractor: David Gray Plumbing, Inc. Telephone#: �-7,7,KS 88 G rate quare Court Contractor Address: Ja^V ropwle, Fl id 32216 Fax#: 7;J-5G6'f Contractor Signature: CFC 022586 In consideration of permit given for doing the work as described ii the above statement,we hereby 00 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: C -Pipe Number of Fixtures: Bath Tubs Showers Closets Shower Pans Dishwashers Sinks Disposals Urinals Floor Drains Washing Machine Lavatory Water Sewer Gt�E ��� I �T Water Heaters Sprinkler System Other Fees X��« sem:. = i-- Permit Issuing Fee: $35.00 Total Fixtures: X$7.00 + $35.00 = 7 800 Seminole Road .Atlantic Beach, Florida 32233-5445 Phone: (904) 247-5800 • Fax: (904) 247-5845• http:itwww.ci.atlantic-beach.fl.us Revised 1/04 Notice of Commencement To Whom It May 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 N 4 stated in the NOTICE OF COMMENCEMENT. C CL Description of property , /, O. .7. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Bk: 8795 . . . . . . I` . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . PIS . . .2424 . . . . . . . Doc# 97274478 Filed g Recorded . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .rE/09%97 . . . . . . p 09:37:37 AQOK.M. General description of improvements RE—ROOF Q , CLERK C •CUIT • • " " " " " " � ' � � � � CLERK CIRCUIT COURT DUVAL COUNTY, FL . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .REC. .00. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . owner . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Address . . .! . h . 67 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Owner's interest in site of improvement . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Fee simple title holder(if other than owner): Name . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Address . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Contractor . . ROOFING r • INC;, , , , , , • , • • , • . . . . . . . . . . . . . . . { . . . . Address • 1 X41 CESEI�Y ,TERRACE, JACKSONVILLE, FL. 3221 1 . . . _ • , • , , • , . . . . . . . . Surety (if any) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Address . . . . . . . . . . Amount of bond $ . . . . . . . . . . . . . . Any person making a loan for the construction of the improvements: lJ0Name . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Address . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . Person within the State of Florida designated by owner upon whom notices or other documents may be served: WName . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . tx z_ * Address . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ZIn addition to himself.owner designates the following person to receive a copy of the Lienor's Notice as provides in Section Ln 0 713.13(1)(h), Florida statutues. (Fill in at Owner's option). = 1 fLName . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Address . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . OP Thin space for . . . . . . . . . . . . . . . . . . . . . . . . . . . . . recorder's use only (Owner) Sworn and subscribed before me this-say of .................. 19 . soy Y 3 W►R9GH my c mn*ss1w COMS282 * * Erpitas Mat.13,tti28 Elondd by HAI �*rtop 000-47x45ft PSR-3844 5654 DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH PERMIT INFCRMATIC'N - LOCATION INFORMATION -------- Permit Number: 15554 ?ddress : 377 TWELFTH STREET Permit Type :RE-ROOF ATLANTIC BEACH , FLORIDA-3:23' 'lass of Wark'NEW ----------- LEGAL DESCRIPTION - Constr . Type:WOOD FRAME Block: Lot : Twp '- Proposed Use: SINGLE FAMILY Section: 0 Subd: Rng' Dwellinas : 0 Subdivision:ATLANTIC BEACH Est . Value : 0 . 00 Imvrov. Cost : 3 . 420 . 00 Total Fees : 25 .00 Amount Paid: 25 .00 Date P_ ; iI r- taNER INFORM.," I _____._ _- APPLICATION FEES ---------- _ -111 _ 2 5,Navrte : SARAH ROURKE Addr ° '17 12TH ST . ATLAN'Tt7 EEACH , FLORIDA 3,- Phone - <Phone - 3�14 s744-9898 _ .._ -CNTRRr'TOE INFORMATION Name: ARLINGTON F,EA+"HES ROOFINCC :�ddr : 1441 CESERY TERRACE JACKSONVILLE . FL 32211 iuic: Exp . NOTES: 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 W CE FOR BUILDING IMPROVEMENTS.LIEN LAW CAN RESULT iN THE PROPERTY OWNER PAYING T ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. ATLANTIC BEACH BUILDING PARTMENT By: t _ CITY OF ATLANTIC BEACH ROOFING PERMIT APPLICATION JOB LOCATION: c-3 -/ /02 "�-2 6T OWNER OF PROPERTY: S��fqle CONTRACTOR: ARLINGTON BEACHES ROOFING, INC. CONTRACTOR'S ADDRESS: 1441 CESERY TERRACE JACKSONVILLE, FLORIDA Zjp: 32211 STATE LICENSE NUMBER: (�C�o�3 7� TELEPHONE:��1Y' DESCRIBE WORK TO BE PERFORMED: RE-ROOF• N?6 IS S� OD VALUATION OF PROPOSED CONSTRUCTION MATERIALS TO BE USED: SIGNATURE OF OWNER: SIGNATURE OF CONTRACTOR: 611 SWORN TO AND SUBSCRIBED BEFORE ME THIS f DAY OF NO ARY PUBLIC � KIMBERLY S HARSCH Liability Insurance Supplied My Conrnission CC355282 .<'� <, Ex;*es Mer.13,1998 Bonded by HAI Workers Compensation Insurance Supplied ' +i �M1o�e� wo-422-1555 Contractor License Information Supplied Occupational License Information Supplied CITY OF ATLANTIC BEACH MECHANICAL PERMIT 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-5826-FAX: 247-5877 —- I _ LOCATION INFORMATION !I _ PERM_1T INFORMATION _ _ - -- Permit-Number. 23023 Address: 377 TWELFTH STREET Permit Type: MECHANICAL ATLANTIC BEACH, FLORIDA 32233 Class of Work: ALTERATION Township: 0 Range: 0 Book: Proposed Use: SINGLE FAMILY Lot(s): Block: Section: 0 Square Feet: Subdivision: ATLANTIC BEACH Est. Value: Parcel Number: ----- Improv. Cost: OWNER INFORMATION---- Date NFORMATION_ _Date Issued: 11/14/2001 Name: SARAH ROURKE Total Fees: 27.00 Address: 377 12TH ST. Amount Paid: 27.00 ATLANTIC BEACH, FLORIDA 32233 Date Paid: 11/13/2001 Phone: (904)744-8888 Work Desc: REPLACE CONDENSER — CONTRACTOR S PPLICATION FEES MCCALL CENTRAL AIR CONDTIQ Rlt. 27.00 JF X, N a �q xM _. r } " y^ s — NOTICE' f'. 5 IJSY BE REOUES? AT LEAST INS TION y IvL=D INP BLIC SPACE, AND BUILDING MATERIAL, fli t DEERE F.R ,THIS WORF4.AtlU; TNQ _ MUST BE CLEARED U HAULEt2 #WAY BY El HER- ONTRIKCTOI�t OR- R "FAILURE TO COt H.LiE #RI StXT IN THE PROPERTY OWNER PA f ISSUED ACCORDING TO APPROVE AND SUBJECT TO REVOCATION VIOLATION OF APPLICABLE PROVI — FOR _ -- - ATLANTIC BEACH BUILDING DEPT. Date: 11/16/81 81 Receipt: 8811824 _ 8818888321888 I�� BUILDING AND ZONING INSPECTION DIVISION 11 0 V CITY OF ATLANTIC BEACH ATLANTIC BEACH, FLORIDA 32233 3 APPLICATION FOR MECHANICAL PERMIT CALL-IN NUMBER IMPORTANT—Applicant to complete all items in sections I, II, III, and IV. LOCATION Street Add,.,,: I OF Intersecting Sheets: Between '•- � � And BUILDING Sub-division II. IDENTIFICATION —To be completed by all applicants In consideration of permit given for doing the work as described in the above statement we hereby agree to perform said work in accordance with the attacl.e plans and specifications which are a part hereof and in accordance with the City of Jacksonville ordinances and standards of good practice listed therein, Nem.of Mechanical Contractors Cenhecfor (Fein}) Masfar y/ Name of Property Owner Signature of Owner Signature of er Authorised Agen} Archifecf or Engineer III. GENERAL INFORMATI N A Type of heating fuel: B' IS OTHER CONSTRUCTION BEING DONE 01�'� �./ :� Electric THIS BUILDING OR SITE? , y� bas—❑ LP ❑ Natural ❑ Central Utility IF VES, GIVE NUMBER OF CONSTRUCTION ❑ Oil PERMIT ❑ Other— Specify IV. MECHArIN:AL EQUIPMENT TO EE INSTALLED NATURE OF WORK (Provide complete lid of components on back of this form) /DQj_ Residential or ❑ Commercial. \ + Heal ❑ Space ❑ Recessed �(Control O floor ❑ New Building �] Air Condd;oning: ❑ Room XGntrol ❑ Existing Building I MaNrial Th;eknes� ❑ Replacement of existing system l ❑ Duct System: . ❑ New Installation(No system previously installed) McAmurrs capacity c.f.m. ❑ Extension or add-on to existing system ❑ Refrigeration ❑ Other—Specify ❑ Cooling tower: Capacity 9•P•^s• ❑ Fire sprinklers: Number of heads_ ❑ Elevator ❑ Monlift ❑ Escalator (number) THIS SPACE POR OFFICE USE ONLY ❑ Gasoline pump —(number) (Reaeieed) ❑ Tam► (number) Remarks ❑ LPG contain, (number) ❑ Unfired pressure vassal Drle Permit Approved by ❑ Ieikers Permit Fee ❑ OMer—Specify LIST ALL EQUIPMENT Apt CONDITIONING AND REFRIGERATION EQUIPMENT Cty Number Unit. Deacrip Model Number Manufacturer ( ) HEATING - FURNACES, BOILERS, FIREPLACES amity App-T� Number Units Descripuen MoylNumber ][amitactow (BTU) "" TANKS Serial A� How Many t��ab Type Liquiained Name at No. Contained ]Eaanhot0s'ar