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2231 Oceanwalk Dr W (vault) DDI 7loAj ;DDRESS- RT_TTLDIN(3 PERMIT NUMBER INSPECTIONS: FOOTING UNDER SLAB PLUMBING FRAMING COVER-UP– INSULATION FINAL BUILDING CERTIFICATE OF OCCUPANCY ELECTRICAL PERMIT INSPECTIONS ROUGH— FINAL MECHANICAL PERMIT PLUMEINr, PERMIT NOTES : l f CITY OF ATLANTIC BEACH 800 SENMOLE ROAD r ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 06-00034165 Date 10/26/06 Property Address . . . . . . 2231 W OCEANWALK DR Application type description MECHANICAL ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 ---------------------------------------------------------------------------- Application desc 1 CU & 1 HU ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ CLIFTON NORTHEAST FLORIDA HEAT & AIR 2231 OCEANWALK DRIVE W P.O. BOX 60533 ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32236 (904) 389-7458 ---------------------------------------------------------------------------- Permit . . . . . . MECHANICAL PERMIT Additional desc . . Permit Fee . . . . 71 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 4/24/07 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 71 . 00 71 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 71 . 00 71 . 00 . 00 . 00 PERMIT IS APPROVED'ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. r F f CITY OF ATLANTIC BEACH ' MECHANICAL PERMIT APPLICATION Date: Property Address: =31 �cec►� �lC �� Owner: Telephone ��C Tele hone#- qU4 71 ?5 7OC3 Contractor: C P Contractor Address: ax#: 700 In consideration of permit given for doing the work as described in the above statement,we hereby agree to perform said work in accordance with the attached plans and specifications which are a part hereof and in accordance with the City of Atlantic Beach ordinances and standards of good practice listed therein. Type of Heating Fuel: If other construction is being done on this building or site,list the building permit number: 9e<lectric ❑ Gas: _LP Natural _Central Utility ❑ Oil ❑ Other—Specify MECHANICAL EQUIPMENT TO BE INSTALLED NATURE.OF WORK ��eat _Space —Recessed ✓C ntral _Floor W Residential Air Conditioning: Room ✓Central ❑ Duct System: Material Thickness Cl Commercial Maximum capacity cfm ❑ Refrigeration ❑ New Building ❑ Cooling Tower: Capacity gpm � ❑ Fire Sprinklers:Number of Heads Me Existing Building ❑ Elevator: _— ManliB Escalator (Number) ❑ Replacement of Existing System ❑ Gasoline Pumps (Number) ❑ Tanks (Number) ❑ New Installation ❑ LPG Containers (Number) (No system previously installed) ❑ Unfired Pressure Vessel_ ❑ Extension or Add-on to Existing System ❑ Boilers ❑ Gas Piping ❑ Other-Specify ❑ Other—Specify LIST ALL E UIPMENT AIR CONDITIONING,REFRIGERATION EQUIPMENT&CONDENSOR'S Approving Number Units Description Model# Manufacturer Ton's Agency � Con �3NQ. Ulr HEATING—FURNACES,BOILERS,FIREPLACES&AIR HANDLER'S Approving Number Units Description Model# Manufacturer BTU's Agency LkL TANKS Nominal Capacity Type Liquid Serial Approving How Many &Dimensions Contained Manufacturer No. Agency 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800 • Fax: (904)247-5845 • http://www.ci.atiantic-beach.fi.as `s CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD -. ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 l 9� Application Number . . . . . 09-00000442 Date 4/06/09 Property Address . . . . . . 2231 W OCEANWALK DR Application type description RESIDENTIAL OTHER Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 8010 ---------------------------------------------------------------------------- Application desc WINDOW REPLACEMENT ONLY ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ TINNEY, BARBARA LINDY BUILT CONTRACTORS 2231 OCEANWALK DRIVE W PO BOX 518 ATLANTIC BEACH FL 32233 GREEN COVE SPRINGS GREEN COVE SPRINGS FL 32043 (904) 591-2950 ---------------------------------------------------------------------------- Permit . . . . . . BUILDING PERMIT Additional desc . . Permit Fee . . . . 75 . 00 Plan Check Fee 37 . 50 Issue Date . . . . Valuation . . . . 8010 Expiration Date . . 10/03/09 ---------------------------------------------------------------------------- Special Notes and Comments HOMEOWNER WILL SUPPLY SHUTTERS *2007 FLORIDA BUILDING CODE W/ 105- 106 SUPPLEMENTS . 2007 FLORIDA BUILDING CODE - RESIDENTIAL. 2005 NATIONAL ELECTRICAL CODE. *REPORT ANY UNFORSEEN STRUCTURAL DAMAGE TO THE BUILDING DEPARTMENT IMMEDIATELY. WINDOW AND DOOR INSPECTION: *INSTALLATION INSTUCTIONS REQUIRED *ALL STICKERS ARE TO REMAIN ON THE WINDOWS *PROVIDE ACCESS TO ALL WINDOWS TO INSPECT FASTENERS ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 75 . 00 75 . 00 . 00 . 00 Plan Check Total 37 . 50 37 . 50 . 00 . 00 Grand Total 112 . 50 112 . 50 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. Iv City of Atlantic Beach APPLICATION NUMBER Building Department (To be assigned by the Building Department.) ` 800 Seminole Road IT Atlantic Beach, Florida 32233-5445 a 97. -7 Z Phone(904)247-5826 • Fax(904)247-5845 E-mail: building-dept@coab.us QlDate routed: City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Dgmartment review required Ye No Z 2 ? I �►� ���� I Buii Property Address: •Y Gv Planning &Zoning Ly Tree Administrator Applica �� ��� Ac�>� Public Works Public Utilities Pro' ct: rCi)/ f*EnT &ND04-S Q/�� _ Public Safety l�_ w�� , J o 'y Sh U ltd Fire Services Other Agency Review or Permit Required Review or Receipt Date of Permit Verified B Florida Dept.of Environmental Protection Florida Dept.of Transportation �i St.Johns River Water Management District �1¢ Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLI ATION STATUS Reviewing Department First Review: Approved. ❑Denied. (Circle one.) Comments: c BUILDING petmf+ is 40 trclVde &xf�r,,UV al©ar�,, PLANNING&ZONING Reviewed by: Date: TREE ADMIN. _171 PUBLIC WORKS Second Review: ❑Approved as revised. ❑Denied. Comments: PUBLIC UTILITIES PUBLIC SAFETY FIRE SERVICES Reviewed by: Date: Third Review: ❑Approved as revised. ❑Denied. Comments: Reviewed by: Date: 0. CITY OF ATLANTIC BEACH _ I 800 SEMINOLE ROAD,ATLANTIC BEACH,FL 32233 09 t I I I }''t OFFICE:(904)247-5826•FAX NO.:(904)247-5845 BU ILD ING-DEPTOCOAB.US 13�~ BUILDING PERMIT APPLICATION -UVAL COUNTY 1.'JOB ADDRESS Zi;VALUATiON OF WORK 3 SO.Fl;:y.. a ROOF 4'LEGAL DESCRIPTION.'r` 5;CLASS OF WORK;" 8.USE,OF STRUCTURE: IJ NEW BUILDING Q DEMOLITION OKESIDENTIAL LOT_BLOCK_SUB DIVISION Q ADDITION Q CONVERTING USE Q COMMERCIAL DESCRIPTION OF WORK Q ALTERATION 11 ACCESSORY BLDG. S.FIRE SPRINKLER: Q REPAIR Q POOL/SPA Q YES Q N/A e,-,�LJ%,AOL", Q MOVE Q OTHER Q NO ! PROPERTY OWNER. 'r` CONTRACTOR ARCHITECT l:ENGINEER : 9.NAME: 15.QOM PAN NAME 23.COMPANY NAME: r 1 F- c 41r 114— i y� 16,NAME' 24.LICENSEE NAME: 14 10.ADDRESS: ATE OF FLORIDA LICENSE NO.: 25.STATE OF FLORIDA LICENSE NO.: rZ� 18.ADDRESS: 1.::( 3 Zoe( 3 26.ADDRESS: W �-, Co +3DB :5r 'G"e:i Cf FICE PHONE 12.FAX NO.: �� 1 OFFICE IC PH 20.FAX N0.: 27.OFFICE PHONE: 28,FAX NO.: JC [1?,O 13,r-ELLPHONE: 96021.CELL PHONE: 29.CELL PHONE: 3 X11 �.3Y 8is� 14.EMAIL ADDRESS: 22.EMAIL ADDRESS: 30.EMAIL ADDRESS: FEE SIMPL TITLE HQLDER r: � ' - - �, (IF PTHE t W tiy&ry a • ;• BONDING COMPANY MORTGAGE LENDER: 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 sic(6) months at any time after work is commenced. I understand that separate permits must be secured for Electrical Work,Plumbing,Signs,Wells,Pools,Furnaces,Boilers,Heaters,Tanks, Air Conditioners,etc. OWNER'S AFFIDAVIT-I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. I will not occupy or use the referenced building or any part therof,until all inspections are finaled and prior to obtaining a certificate of occupancy or completion issued by the building official,as required by law. * WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. WN R- ENT` CONTRACTOR er of om or g'ency Letter Required) Signed: Date: "4117 Signed: B m .rF day of ZQ0 2009 in the county of Before me day of /"i+i✓G+l l ,2009 in the county of ural sofally appeared Du ha Ily appeared { her' by' er> a statements and declarations are herin byhi er tatements and declarations are true and accura y r�8 4 true and accurate. ,k d Notary Public at Large, ,r g��ou of 1:14614 j Notary Public at Large,S r un f 10"d/,a�t 1 Personally Known riYL4ersonally Known 1 Q Produced Identifi n- Q Produced Identifi ' Notary Signature: Notary Sig / T T/ ToF DE r� _.,.�.._._.....,�._ CPPYO A,1►��BEACH 4. SEE PERMITS rt„ AIDMONAL BLDG01 Perm Ii f ILRtED:Cop Y REQUIREMENTS AND CONDITIONS. �».�.�« ..,.. ,., .�....,. PjrARWWBy..=-4 Dom: O 1TICE OF COMMENC" MENT (PREPARE IN DUPLICATE) Permit No. Tax Folio No. State of ver' A- County of in ✓� 1 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: ;4;Z 3 1, C =. . W'-' l l� L��� c-J -t ►mss' ���, Address of property being improved: 3 l (2)(- L 22 3 General description of improvements: 1�- L�1✓.� w+ t.�S�'-� s Owner 04 W Address r4-kL_ <3 Z:,,, 32233 Owner's interest in site of the improvement / ,10 Fee Simple Titleholder (if other than owner) Name Address Contractor L/� ✓3 L-1-((- Address U 13 & I 6r i CZ✓ �. S ,- (A 3 V3 Phone No. ' o� c7 "c�5 ( S� ^ Fax No. a "�SZ Surety (if any) Address Amount of bond $ Phone No. Fax No. Name and address of any person Faking a loan for the construction of the improvements. Name I Address Phone No. Fax No. Name of person within the State of lorida, 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 design tes the following person to receive a copy of the Lienor's Notice as provided in Section 713:06 (2) (b), Florida Statu es. (Fill in at Owner's option). Name _ Address Phone No. Fax No, Expiration date of Notice of Comme cement(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 //NER g Signe DATE � � f Befor this day of / in he County Dy+v�l,State f FI ids,hps personally appeared herein by Doc#2009068427,ORB'14818 Page 1774, ]"!ZI / F- Number Pages: 1 himself/herself and affirms that all statements and declarations herein Recorded 03124120og at 08:23 AM, are true and JIM FULLER CLERK CIRCUIT COURT OLIVAE COUNTY ROYAL GATES DEAREN RECORDING$10.00' a Commission DD 675916 Expires May 20 2011 f/� IaMW.NTnpF 800-385Opt9 Notary Pu i at Large,State of�, County of (/!1 My commission expires: �1.,,�t Personally Knowry- �— or Produced Identificatlon 96" MAX - -- "9�' 7. Installation deputed satisfies the i$ 18` t$" Tt3" Code emOuRetnts of the Florida Building006 � Code - Busitling, 2004 with 2066 revisions for design wind pressures of \ +50/-50.t psf and the following CanfigUrObgnS: 4" ` � 96"wide by 72" tali or smaleer a 2. Wood screws shall satisfy the National 8" TYP i Design Specification For Wood +; Construction for material type and `.: Hood s dimensional requirements. _7 v� 3_ Wood tuck instollottons ore assumed 2. S-P-F (G=0.42) or denser. Buck widtn shalt be greater than the window X Na"2'SCR ' frame width. Tapered or partial width Q bucks we not allowed. Wood buck shalt be secured to the structure 20 resist oil design loads, 4. Woad screw lengths shot be sufficient to guarantee 1-1/4" penetration into wood buck. ff pc •S ugEw 5. Maximum shim thickness of 1/4" permitted at each fastener location. it Shims shalt be load beorirg, nun—compressible type. 6. Aft factory applied holes not utilized for an installation fastener shahreceive o 4" Sill #8 screw that penetrates wood tuck 5/8"- 7. These drowings depict the details necessary to meet structural food ELEVATION —T requirements. rhey do not address the air infiltration, woter penetration, intrusion ar thermal perfamonce nw.evnc.we. requirements of the installation. {rm,br etwsl a-e/4'(uwr `` wn. =; S. Installation shown is that of the test window !ar the site shown and the -.--- design pressure claimed_ For window J1j,4'WAX �S VERTICAL SECTION saes srs eer than shown, lacote jamb T tasteners 4" irasn corners anal f8" on center. Locate head/sill fasteners 18" Te�t9ese*atelpilesw%hftsed"Aft and 36" from comers. Design pressure Dr.4lon W*nOtee. of smaller window sizes ore Iimitsd to o9-4? that of the test window. FtNSTAtt.ATKdY tNSTRUCITQNS SW j181,/221017M1 wPIP &FASTENER SCHEDULE — FINLESS — MOW rwkFv AS REauf� Xw VVindows&DOOM Series 455 PW with Sill Insert NON£JAMB SECTION t_3,<2-suaX� GT!,PA 455 P t.A HOMERI TE WINDOWS AND DOORS 455 INSULATED SINGLE HUNG jAppiSeq# 112roduct Model#or Name Model Description 5438.14 455 Fin Frame 48x84 Insulated SSB Annealed 455 Fin Installation Instructions DP-+50/-50 5438.15 455 Fin Frame 48x84 Insulated DSB Annealed 455 Fin Installation Instructions DP-+50/-50 8155.1 455 DI Fin Frame 54x90118"Insulated Annealed 455 Fin Installation Instructions DP-+40/-47.2 8155.2 455 DI Fin Frame 48x84 1/8" Insulated Annealed 455 Fin Installation Instructions DP-+40/-50 8155.3 455 DI Fin Frame 36x74 1/8"Insulated Annealed 455 Fin Installation Instructions DP-+40/-55 8155.4 455 DI Flange Frame 36x74 1/8"Insulated Annealed 455 Flange Install Instructions DP-+40/-55 8155.5 455 DI Flange Frame 54x90 1/8"Insulated Annealed 455 Flange Install Instructions DP-+40/-47.2 8155.6 455 DI Flange Frame 48x84 1/8"Insulated Annealed 455 Flange Install Instructions DP-+40/-50 455 PW INSULATED SINGLE HUNG jApp/Seq# jProduct Model#or Name IModel Description 5438.14 455 Finless Frame 96x72 Insulated (3/16"Temp& 455PW Install instructions 3/16"Temp) DP+50/-50.1 9315.4 455 Finless Frame 96x72 Insulated(3/16"Temp& 455PW Install instructions 3/16"Temp) y> DP+50/-50.1 0 5 MULL BARS JAI/Seq# jProduct Model#or Name Model Description b i x r R s .. .: a t. : k Fry �' �� •t; ... � � 3� F �+� "'i, Now 141� uq- hit Ir '55111-1,20 sm 1 q x a 011 11, P QR WEsm ZIA ''` vy-, �, �+�- -w�;+..;:� ...���iii ". �, Ye : '''�'�.£rr s:'�°� '�- `#'t � s...:'£ �1'u �� .��.• � � `r ��'•+�ti. rc.' M ONE" USE oNiE �y y� �. � =� �fi � a, � �,,� � -€.� ��� �"' 2 ffi""s`� �` •z `� ria` "�'a MAWmrd 7 MIN • s rr x a xc l k�a, `^c a a ¢r �: inged Pati©Doors Outswmi g +.A$Y!#-point lock se[ YI e d r f az e into rc;d7 paving an 1 tre ;t lemlx r wily a«-:�.,a, [m.+. •. .xis,rac k.,.,r - .._,,.•,�F r„, :,,»ss.r:�.�< .se., „LSA. -..,::: _.,_..r r. .:; ,,.ee ..„�•,.x-.�. ,,.r;,.r<�,,<rz*ae..= 1 rpt Insert temporary handle set into ioxer bole and Lift handle[o fix nn lutptr r in-,of the na.hnq in with a 2..roufiog na[t ares.r Installation and Finishing Instruction fx k dors.then use flat biade sae,cdriver into upper hale to tum of,' cure the same c i of head Jamb with a#10x3'flat head sures dead bolt herimnrally.(See Fig-3) from the interior side.,Ser Fig 6, IMPORTANT.Please:ead and Follow al,instructions before beginning.For any questions, i FIG.3 I TO LOCK: #lOx?"Flathead Screw contact your brad Neutna Doors reare mititive. a r +='�•�v (I y' HANDLE NailingFm Material required to prepare: Tools Required: I ` ( ! L s• ,;,,, LIFT Exterior Sheathing Shims spacers(12 to 20 _ 'rape measure ! I. I u p ) *41, ° &. r} i 2.7URN -Nailing Fin <..-•�. 3 � (�- K LOC • 2"galvanized rooting nails(1/4 lb.) b Level e'#'' k. ( -cam, .e or 2"Roofing Nails • 4"wide water resistance adhesive membrane Square v t Stationary Jamb • Silicone Sealant —%- r: Hammer "' •Apply sealant into nailing fin grooves at head and jamb then snap in nailing:urs(See Fig.4a; _` Apply sealantin a continuous bead un the interjot'side of the nail- • Interior trim and f or jamb extensions(15 to 40 h) Stapler .ng fin along the pre-punt led holes (See Fig 4) I a •#100"installation screws V.— •Scissors or utility knife FIGA Caulking o FIOAlt •Screwdrivers Groove — � (#2 Phillips&small flat blade) Nail n Ffn .DrillIfi _ } 13,32"&1/8'UnllBits /�- I -- 1 ill � r Nailing Fin- i,ROUGH OPENING INSPECTION 2. INSTALLING UNIT 1 D PREPARATION {arefutty ensure the active deer pane]is lot-ked before installation. _ -- Exterior View FIG.6 •Standard lark ser The rough opening should he 3W wider than the f:ame width,and Apply'sufficient ainmmt of sealant along the entire leng!h of the Use Hat blade screwdriver to lock dead bolt.IScr Fig.2) 112"higher than the frame height. sub Haar and 6'up each side of iambs.(See Fig.) •Check sill for level and smooth Clean axav all debris before setting door assembly.(See Fig I) FIGS •Check rough opening for plumb and square by measuring diagonal. �.Door Panel If itis not correct as necessary(See Figt, + y1 Fla[Blade ........ Rough Opening li r Ij `�/ I. Interior Width 4 A �Ii J` J- _ _ Sill - R ugh \ I`�i? Temporary Handle Set C:ulk.i; a 5115' opening110) I-leieh, -� I, FIG.2 I Sill _ ( S-rcatbi g suppon Exterior FIG.1 = -- 2 +:'Uw level to c to k if_be iambi arr straight and piurob.The sill Use#Ill x 3"flat head screw to secure the unit through the pre- 4. INSTALL HARDtV ARE must be leveled and straight Make sure the diagonal measure- drilled pilot holes through jambs t See Fig 11)if crit is not pre- - • Assemble handle spindle Sere Fig.13i mems of the entire frame are equal Shim the comers d"from the drilled us,11/8 bit to drill through lambs and studs at shim sill and head jamb.(See Fig_7) location.Use 13,/32"bit to enlarge pre-drilled holes lit`deep into ___._....__._...._._l ja[ntx for plug covers.(see Fig 12) FIG.13 .... stun, VI. ..... i Hex llr ench Srt$re, � - Nailing E 1 th 1 �- ✓ l �` _I: P' Spindle 1a..` i pi -Shim Shim ?-Iandle I ; I y "�`11mtb jamh r u, F intµd I Spindle- /- t )q ic reflation Srei /Ilk) el _ . v I� tallation Pti� Bushing _ _ plug Bottom View During Assembly Actne Head Stationary I lead rn n ¢ g View S' 1Dx3" Interior YIOxS Ilathead Shut, Ptayh`a� S.m Sc ew x Standard lock handle set.(See Fig.L{) IA Ie tact tion Ext n. ! [-,;or Ilip �'� f % /�� F1G.14 Lot Actuator Door Pana r of Fra p, __._ i" - - C -- � ` Hand:e - ['/��(�� `' �• :Jail Fm Stan- jamb iw:uFn ! .Esruirheori lkat A,in,f.mb - 'ti Set$r:rese_ 4 a.1 wall FIG. 1 ' � B.shi K� 1.1-i A:1ie F_.uta hent Plate I .OTE - Hex:'r':ench' ' n te , j FIG.7 / L tali d r N-.ce Pi mM1 I E t. rA,trve C>; y. \�S idle Handir NlOx3 Flathead F '.heon plate I F�sh�rg r �arvr i - (" Lak.'uScnt:anian r 3. FASTEN UNIT z • Shim the jambs 4"down from to and u from si}1 Plate adds I P P 1 , Inscallati— acnal shims every 18 19.22"around lambs.(Sec Fig.3.Fig 9, ta•Hrte vcrew Plug and Fig.l Oj.Shim it keeper location.it installation pilot holes .I&32-awe ' Multi-point.oc handle set.. e ,Y.15j • h1 r k 1 dl Se is are drilled stud at these locant a Rech.k pluroh level ar d square FIG.I Z -` _ and adjust as e ,wry.Place n faste .,tit all pre.pu.tched holes _ FIG,15 Lark Artnator Ga ket / in installation for approximately every 7-11C, Uoor Panel Handie i rollcn w its fShunj a- Esctncheon Bolt I- - s - - — - Su Scru, f-' .... .� -1 I �J ushu:g Interior AtIE..rtrhton Piave IfexIN—It : y all thexrew ua .. � erior Hani �xru deriniFtate ng SI n le Bushi . r Ludt 4lnhanisrnLl yf— �" 6'8" FIG.8 -- -- Gil FIG.9 8'0" F'IG.10 3 4 Using two 610 x 3'trews I>sed,hrongh enter hates or each "5=CHECK CLE 1R4NCE AND SWING l.al e nc l sn ap t lr.e a al,e -err h,tate(�.w-ide).1,11,r,px s'lhatea.;Scree• c r hinge in side iamb.For brass hinges.use brass colored 610 x 3' FIG.16 Unlock ck dons fiat hset ting flat blade screwdriver int a pper note to inns naili fi, r rl cse t} tx error 51—thing •Install another Pave-of adlt si ve membrane lapntng orxo headjamh ureas For hae hinge>,use white"610 x 3'crrew s.The ndter nickel ut dw-l arrei toturn dead boh b1button vet tic,llv.then nact t tem- I___—i1.A r rare handl-.set into lower ti ie acid turn down to r+ en door. nailing fin and iter,r sheathing.(See Fig 2U and bronze color as the same way.iSee Fig.16) �. R P Add insulation to air spare.bca veep opening and unit, �'3 iSee}ig.19) .. • Caulk around entire perimeter of unit on weather'shdr:.scat FIG.19 brickn ould to siding or facing,sea!from bottom edge of sill,seal all joints between jamb and mouldings. rltsad� FIG.21 drive fl �T i Lap membrane 1p rnr: onto window i y • Remove colored ii9 r,7!8'screws in Top;Bottom Bolt Receiver � it di.se: jambI I Swing-in and replace with the same colored 69 x 3 screws for Swing-in Double French Doo.only.(See Fig.17) FIG.17 6. SEALING THE INSTALLATION !l9 x 3-Flathead Sr:rw. Shim Block i" Apply caulking on the top joints of the nailing fin.(See Fig, 0) \ \ }Iead Jamb ' FIG.20 r Silt Boa¢: iI&rttt m �., Caulking Ba - tReecnr. j , \TopiBwtmn S d.ng Bolt Receiver _®���-•-��• � I f� g Cau{king k9x3rlarhead S— Nailing Fm .� SBI • Replace with and fasten the Hack Bolt Receiver and Latch Receiver 7.CLEANING INSTRUCTION using=9 x's"sows.(See Fig.hg) •Vinyl exterior part of die unit tray be dcaned with mild detergent and vvarer. • Do not use any solvent,acids,or abrasives on the vinvl exterior. FIG.18 Latch Receiver ��' •To clean the glassuse a soft clean grit-free cloth and mild detergent. }.Pep Keep holes clean and clear of obstructs rs. v firxrk Rar-ive:r s Side Jamb t ! #9.3 Flathead Screw j 5 6 s L AV CITY OF ATLANTIC BEACH 800 SENIINOLE ROAD j ATLANTIC BEACH, FLORIDA 32233 n . INSPECTION PHONE LINE 247-5826 Application Number 03-00026944 Date 9/24/03 Property Address . . . . . . 2231 W OCEANWALK DR Tenant nbr, name . . . . . . HVAC Application description . . . MECHANICAL ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor - ----------- - ----------- ---- ---- - -- - ------- ----- TINNEY, BARBARA FLORIDA HOME AIR CONDT & APPL 2231 OCEANWALK DRIVE W 8252 103RD STREET ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32210 ----- ------- ---- --------- --------------------------- ----- ---- - -------- ------ Permit . . . . . . MECHANICAL PERMIT Additional desc . . Permit Fee . . . . 67 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ------ ----------- ---------- ---------- --- ------- ---------- Permit Fee Total 67 . 00 67 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 67 . 00 67 . 00 . 00 . 00 BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS"ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. BUILDING OFFICIAL CITY OF ATLANTIC BEACH MECHANICAL PERMIT APPLICATION M Date: Owner of Property: 1��33 Job Address: =AzkI /' Contractor: /�'/OYl l J'� l�nlr✓ , In consideration of permit given for doing the work as described in the above statement,we hereby agree to perform said work in accordance with the attached plans and specifications which are a part hereof and in accordance with the City of Atlantic Beach ordinances and standards of good practice listed therein. III. GENERAL INFORMATION A. Type o mg fuel: B. Q,-'Electric IS OTHER CONSTRUCTION BEIWj DONE ON THIS ❑ Gas: _LP _Natural _Central Utility BUILDING OR SITE? ❑ Oil ❑ Other—Specify IF YES,GIVE NUMBER OF CONSTRUCTION PERMIT IV. MECHANICAL EQUIPMENT TO BE >PFURE OF WORK INSTALLED CK Residential or Commercial O ]�ie'uv Building � vide complete list of components on of this form) p/ sting Building U'/Teat _Space _Recessed _ entml Floor placement of existing system W Air Conditioning: Room ✓-fentral Cl New Installation(No system previously installed) ❑ Duct System: Material Thickness ❑ Extension or add-on to existing system Maximum capacity cfin Cl Other-Specify ❑ Refrigeration ❑ Cooling tower: Capacity qpm ❑ Fire sprinklers: Number of heads THIS SPACE FOR OFFICE USE ONLY O Elevator: _ Manlift_Escalator (Number) (Received) O Gasoline pumps (Number) ❑ Tanks (Number) Remarks ❑ LPG containers (Number) ❑ Unfired pressure vessel 13 Boilers permit Approved by Date O Other—Specify permit Fee LIST ALL EQUIPMENT AIR CONDITIONING AND REFRIGERATION EQUIPMENT Number Units Description Model Number Manufacturer Capacity Approving (Tons Agency HEATING—FURNACES,BOILERS,FIREPLACES Number Units Description Model Number Manufacturer Capacity Approving BT Agency TANKS How Many Nominal Capacity Type Liquid Name of Serial Approving And Dimensions Contained Manufacturer No. Agency 800 Seminole Road•Atlantic Beach,Florida 32233-5445 Phone:(904)247-5800•Fax:(904)247-5845• htty://www.cLatiantic-beach.tl.us 1/14/03 t � 1r3 , ... CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 03-00026920 Date 9/22/03 Property Address . . . . . . 2231 W OCEANWALK DR Tenant nbr, name . . . . . . RE-ROOF Application description . . . ROOF Property Zoning . . . . . TO BE UPDATED Application valuation . . . . 12950 Owner Contractor - - - ------ ---------- --- -- -- --- ------------------- (TRUSTEE ' S) BARBARA TINNEY AlA ROOFING INC. 2231 OCEANWALK DRIVE W 1700 SOUTH SAN PABLO #1011 ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32224 (904) 853-2003 (904) 249-6999 ----------------- -- ------ ----- --------- ----- ------------------------ -------- Permit . . . . . ROOF PERMIT Additional desc . . Permit Fee . . . . 143 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 12950 Fee summary Charged Paid Credited Due --- --------- -- -- - - -------- - ---------- ----- -- --- -- -- ----- - Permit Fee Total 143 . 00 143 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 143 . 00 143 . 00 . 00 . 00 BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS"ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. BUILDING OFFICIAL Cc: t y,,�lf� CITY OF ATLANTIC BEACH D. Ford e" BUILDING / ZONING DEPARTMENT s JS. Doerr �J 800 Seminole Road J _ _ Atlantic Beach,Florida 32233 (904)247-5800 i�i3r (904)247-5845 Fax PLAN REVIEW COMMENTS Permit Application # 03— Property 3—Property Address: Z Z l J CaNiA W NUL DR Applicant: A ( A -R6D i-1 t,� Project: -RUGF This permit application has been: 1GK Approved Reviewed and the following items need attention: Please re-submit your application when these items have been completed. Reviewed By: Date: �l • d.� i CITY OF ATLANTIC BEACE PERMIT ..CALCULAT ION SHEET Address 3 be4jL1 wAt—y- Date Heated Square Foatage @ ner sq ft ..= $ -Garage/Shed Mer .sq ft $ Carport/Parch per sq ft .= $ Deck @ $ per sq ft = $ .Patio @ $ per : sq ft = $ TOTAL VALUATION: $ .Total Valuation 1st 1666 Remaining Value $ per thousand ' or :portion thereof TOTAL BUILDING FEE $ S — + . 1/2 Filing Fee $ . ..BUILDING .PERM-IT FEE WATER IMPACT :FEE $ SEWER IMPACT .FEE $ WATER METER/TAP $ CAPITAL .IMPROVEMENT. $ SEWER .TAP' S RADON (HRS) .0050: $ SECTION H PAVING ( ) $ HYDRAULIC .SHARES $ CROSS CONNECTION. $ ( ) SURCHARGE .0050 ' $ OTHER _$ GRAND .TOTAL DUE $ t ADDITIONAL PERMITS OR FEES : :Mechanical ..Plumbing Electric/New Electric/Temp ; SwimmingPaol Septic Tank_; Well Sign Finish Floor Elevation Survey Other CALCULATIONS and/ar NOTES : Y v 1• FYM CITY OF ATLANTIC BEACH � : z.. ROOFING PERMIT APPLICATION 9 ° Date: f Job Address: Owner of Pro Address: Telephone: Contractor: A State License Number: Contractor's Address: Telephone; Fax: Scope of Work: 'Z--?e-- Deck s° 7� Deck Slope: Greater than 2:12 Less than 2:12 Valuation of work: Product Name(Example:Timberline): E/ Manufacturer(Example: GAF): T1e--��/i'u C ASTM Designation(s): P 216 Required Inspections: ea 'ng and Final Signature of Owner: �L- Date: Signature of Contractor: ,rte Date: t 1-f AS TO OWNER: Sworn to and subscribed before me this I'7 day of 2003 . State of'Florida,County of Duval Notary's Signature: ` �,, Joseph CalcuttaW MYCOMMISSION# CC9%346 EXPIRES ., lanuary 17,2005 Personally known BONDEOTHRUTROYFAMMURANCE,ING •�;o;, ,; [] Produced identification Type of identification produced AS TO CONTRACTOR_ Sworn to and subscribed before me this day of State of Florida,County of Duval Notary' Signature: Personally known sI vvi Ttr v:RAIF {� Produced identification x Type of identification produced �pY a My CommN E6.98503 .66 9855M . t�od�wrt.q; 800 Seminole Road •Atlantic Beach,)Florida 32233-505 Telephone: (904)247-5800 •Fax: (904)247-5945 •bttp://www.cL*tbntk-beach.fL"s Pate 1 Rerised 2/21103 Book 11367 Page 1587 KAM<v t uKn►40 RITURN C?tt.t..�i orf (1'lej)WQ Lit 1.)ttplicu1e) v TO w1jo»t it ma concern: l lie uude(iigilal here60nfuttus;Ill wncerned that iml)rovClmals bili be made to cCrtttiu teal prUpt t)', anki in accordance witlt section 713.13 of the Florida Statutes. the following information is stated in this NOTICE Or ['c)Iatitct�CEtitEN r: l j C/ ,�n Cc1/a c lRsCtiptiun of prolxrll 02 �, (;uncia! dmi-ipuor►oll J74'.' . . . . . . . . . . . . . . . . . . Chti ucl P/7u L /Yd C ur fi S ./ Pis !�s.//;�/ 5 of Address 3./. 6i 10/VGu1!/,Ei (�, v> . . f,� .l3 he j9r'h.ArA L 0"nt:r's inlcrC91 itt Si(c ul'(hC imptovculc►rl .^. • • Fee Simple Title holder til'Uihcr than owiws) Nuntc Address . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . e ('omlactm Iq ` Address SttTet) 01•any) . . Address . , . . . . Amount of Bond S. . Any Ix+sun malcilt,b a loan It (Ile collsittic(iurt iltlprovcntent5'. Name . . . . . . . . . AddTcss . . . . . . . . . . . . . . . . . . . . . . I'wsun %N 1thio tit: Slate of Fturida jesignrllcd by oNner u1x)u notices or other d muntcnls may Ix;served: Name . . . . . . . . . . . . . . . . . Addr Qss . . . . . In addition to himself, o%,ncr doil nates the foliow ing p-�tson to receive a copy of Ilse Lienot's Notice as provided iu Scc(ion 713.13 (1)(h), Floridti Suitu6. (Frill in ut 0%-ncr's option). Name . . . . Address-----, "Phis s)hu:c fur rccptdrr's usir olTly ,r^� Owner swoln to d subsctibcd.lxaore me this 17 clay of 4 f—'4 . . . . . . . . . . . 20 c.3. . . � ... . . , . . . . , Clary Public Joseph Calcutta *' * MY COMMISSION# CC986346 E)X105 January 17,2005 BONDED TNRUTROY FAIN INSURANCE,INC loc# 2003309851 Book: 11367 Page: 1 587 Filed A Recorded 09/19/2003 11:45:43 AM JIM FULLER CLERK CIRCUIT COURT DUVAL COUNTY TRUST FUND $ 1.40 PREPARED 10/01/03, 8:30 :49 INSPECTION TICKET PAGE 17 CITY OF ATLANTIC BEACH INSPECTOR: LARRY J HIGGINS DATE 10/01/03 ------------------------------------------------------------------------------------------------ ADDRESS . : 2231 W OCEANWALK DR SUBDIV: TENANT, NBR: RE-ROOF CONTRACTOR AIA ROOFING INC. PHONE (904) 249-6999 OWNER (TRUSTEE'S) BARBARA TINNEY PHONE (904) 853-2003 PARCEL 169463-0542- - APPL NUMBER: 03-00026920 ROOF ------------------------------------------------------------------------------------------------ PERMIT: ROOF 00 ROOF PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------4----------------------------------------------------------- 17 01 9/29/03 LJH Y49-6999 EATHING TIME: 17 :00 9/30/03 AP PM 249-6999 16 01 10/01/03 LJH NAL TIME: 13 :00 -------------------------------------- COMMENTS AND NOTES -------------------------------------- PREPARED 9/29/03, 8:40:41 INSPECTION TICKET PAGE 1 CITY OF ATLANTIC BEACH INSPECTOR: LARRY J HIGGINS DATE 9/29/03 ------------------------------------------------------------------------------------------------ ADDRESS . : 2231 W OCEANWALK DR SUBDIV: TENANT, NBR: RE-ROOF CONTRACTOR AlA ROOFING INC. PHONE (904) 249-6999 OWNER (TRUSTEE'S) BARBARA TINNEY PHONE (904) 853-2003 PARCEL 169463-0542- - APPL NUMBER: 03-00026920 ROOF ------------------------------------------------------------------------------------------------ PERMIT: ROOF 00 ROOF PERMIT REQUESTED INSP DES ^RIPTION TYP/SQ COMPLETED RESULT RE LTS/COMMENTS --------------------------------- ------------------------------------------------------------- 17 ----------------------------------------------------------- 17 01 9 29/03 LJH B SHEATHING TIME: 17:00 M OR PM 249-6999 -------------------------------------- COMMENTS AND NOTES -------------------------------------- //�� 4������ CITY OF Office of Building ffici < REQUEST FOR INS E ION / 2 7 S 0 Date Permit No. Time A.M. Received __ �'M r`R Job Address Locality// -- Owner's '` r Name Contractor BUILDING CONCRETE; ELECTRiC�AL PLUMBING MECHANICAL ff / Fra G Footing t.�' L- `Acugh-dN+rtn9--- Rough L7 � ❑ e Roofing ❑ Slab ❑ Temp Pole a Top Out E Heating ' " Insulation ❑ Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ Pre Fab _ ! READOR INSPECTION Mon. Tues. We Thurs. Friday A.M. Inspection Made ( } P.M. Inspector Final inspectio Certificate of O fancy E Date CITY OF Office of Building Official' REQUEST FOR INSI T,3:�ION 11 god, Date_ Permit No. Time A.M. Received / 1 P.M. � Job Address j ;focality Owner's / ` 'e='; Name _ L t Contractor L BUILDING CONCRETEJ ELECTRICAL r" PLUI4IBING MECHANICAL Framing F Footing Rough Wiring a"flough ❑ Air Cond. & � Re Roofing Slab = Temp Pole F1 Top Out Heating Insulation Lintel Final F-1 Sewer Fire Place _ READY FOR INSPECTION Pre Fab A M. Mon. T Wed. Thurs. Friday --- A. G?10P A.M. Inspection Made ✓� _ P.M. Inspector G l Final Inspection Certificate of Occupancy Date -- — CITY OF 13each,R •� Office of Building Official REQUEST FOR INSPECTIO Permit No A,M ed _ / P.M. Job Address ,Lo lily �`--•---�'-- — -- Y � Contractor - — — -------------- �IN(a GONCRF — �' .,ELECTRICAL PLUM ING MECHANICAL a- -- Footing Rough Wiring Rough Air Cond. & ofi tg Slab Temp Pole Top Out Heating Ian Lintel Final "_ Sewer Fire Place Pre Fab READY FOR INSPECTION A.:J:. lues Wed. Thurs. Friday A. ----~ fior. i lade ------_-_ •----------___--- - __. _ ____ Pm. Final Inspection (� Certificate of Occ.panccy Date _�__ Office '31 9Li6tlis�g REQUEST Ft IiAP-'EG ION Permit No. d - ---- P.M. Jct Aacress Locality S ��yy Contractor -- -- )tNG CONCRETE ELEC ICAICAL PLUhRB!yG ECHAN!CA!_ Footing Rough Wiring Rough Air Gond-& afing Slab Temp Pole Fop Jut Heating ion Lintel _ Fina1 Sewer Fire Place Pre Fab READY FOR INSPECTION As, A.M. �Tue / s, Wed Thurs. Friday A.M. tion Mads ---- — - C—J _ r moi---- P.M. Final Inspection for- - - — - – r< =. - -- ( ;rrtfi:ate of flcCupancy 4&4#d, ���//������ ,+CITY OF �} 4&4#d,6C Beads-"t t Office of Building Official REQUEST FOR INSPECTI de �C Permit No. l ✓ ne A.M. :ceived �P.M. Job Address Locality vner's — j [me --� y-e'G Contractor JILDING _ NCRETE ELECTRICAL PLUMBING MECHANICAL aming ❑ Footing Rough Wiring 1� Rough - Air Cond.& ❑ s Roofing a Temp Pole L Top Out Heating ;ulation Ci Lintel ❑ Final Sewer Fire Place ❑ Pre Fab READY FOR INSPECTION in. Tues. Wed. Thurs. Friday cpection Made c, RM. ;pector Final Inspection G Certificate of Occupancy E, Date /n/&�/ nCITY OF fY4AtLC J3 -I& Office of Building Official / �J REQUEST FOR INSPECTION Date_ �r �� Permit No. _ JL�, Time A.M. Received RM. Job Address c L cality Own Nam _ Contractor _ BUILDIN N_Gf3E-T-E-� ELECTRICAL PLU ING MECHANICAL Framing 1-j Rough Wiring Rough C Air Cond. & F Re Roofing ❑ Slab ` Temp Pole Top Out O Heating Insulation ❑ Lintel ❑ Final Sewer ❑ Fire Place C Pre Fab READY FOR INSPECTION A.M Mon. Tues. Wed. Thurs. Friday P.M 41. .r A.M. Inspection Made w RM. Inspector__ Final Inspection Certificate of Occupancy Date CITY OF rQ&4#d4'c B -I& Office of Building Official REQUEST FOR INSPECTION ( > Permit No. t Z--_2-- me ?I A.M ;ceived ^._ J 2 P.M. Job Address Locality �rner's c sme Contractor _ UILDING CONCR ELECTRICAL UMBING MECHANICAL cc�___ aming ❑ Footing X Rough Wiring LRough - Air Cond. & ❑ a Roofing ❑ Slab ❑ Temp Pole L Top Out Heating >ulation O Lintel Cl Final ❑ Sewer Fire Place ❑ Pre Fab READY FOR INSPECTION on. Tues. We Thurs. Friday P.M. A.M. spection Made _ Final Inspection fJ Certificate of Occupancy C! Date 7B�=Idind'Oicial Office oREQUEST FOR I -EcTiord, — vee Job A�.dGesS Lot ality Contractor .DING CONdRETE ELECTRICAL PLUMBJNG MECHANICAL ng Footing Rough Wiring Rough Air Cond. & )ohng Slab Temp Poie Top Out Heating cion Lintel Final Sewer Fire Place Pre Fab READY FOR INSPECTION _. A.M. Wed, Thurs. Friday A.M. chon kladc rt toi____ • �f? -- Fina! inspection Certi,icate of Occupancy ! ------------- CITY OF Office of Building Official REQUEST FOR INSPECTION (/ `4 _— Permit No. ie A.M. -- ----- ,eived _ P.M. 171- Job ddress Locality a er's �e 0- -------- Contrac _ ------- ILDING CONCRE ELECTRICAL MEIN MECHANICAL ming Footing Rough Wiring Air Cond. & Rooting Slab Cs Temp Pale Top Out L eating �latinn Lintel Final Sewer Fire Place REA O PECTION Pre Fab t. Tues ( urs. Friday ,ectior. Made _._. _--- --------__---_ . Pctcr _ Final Inspection Certificate of Occupancy Date ---_-,_-- ' ta 09PARTMENT OF WILD'INGI CITY OF ATLAhNfitG BEACH � PERM I '„ Pbtd,t Numbelr 2 1300Z Address. OCEAMALK -DRIVS WEST ermit °Ty' :ELECTRICAL ATLA TIC SEAGR FLORIDA 12233 i CIA tss of ,wor k*ADDI,TIONI C ax r. fiy i3 ?L? F� Block: ��� � `'Twip:, 0 koposed' Use,.SINGLE IPAXILY Bectu® ►: 0' Subd:' Rno 0 Est'. V a I tie"; Q .9P I prou. 'Caste-. t tDt ` Total, �' ��0��- a mount �`§.g ;n 25.00 I ra w PLICATION FEES -_ R'8n T I GREY 1 E IT ' 2� .00 in E C FLC?R I DA � � 01 f "�s+E '4. k ?W ' 4' ,�t . fl "tu''"w'"; sx, # =u"`°4' r �` ,• s; ,s ,,.q -,,, f C R ORMAT I ON ------ A r.w a. A : .. 71 sk h p a A hrl ?rGE : A►LL.CEytCIR r*ATiM1S AND FO©TINGE IYIUl�T BE iNI�� c�.ei �lUINr1;rc 1` PEKiM1T VOID SIX MONTHS AFTeR MATE OF dSSU `i 84 LDING MATERt L,RUBBISH AND,I)EBRIS FROM THIS WORK MUST 146T BE PL�#C;EI)IN PUBLIC SPACE,AND M T 8E CAREO UP.ANiCHAULE[ AWA,Y B EITkIEfONTRAGTt}R3R CWtVA 4 ` ALtRE ' CC�A�IPL,Y WITH THE MEHt�1NCS' .IE:1+i LA1I1i AI.11 Esul ' IN17 . ' E PROP ATTOW, PAYING TWICE.FC t sU1Ll1 C 1 �/� i ! iC1 ` TO"APF�R+C�/EQ PLANS,WMICH ARE PART 4F THIS fi"� RMiT ANO SU8,IECT Tip;R �f�G14TrIJ f�JR 1 :UCASLt OPOVNSIONS OF LAW. fc25. AT IdThG' EACH$ iIL{ I NG EP MENT 3 # W77C771 CITY OF ATLANTIC BEACH, FLORIDA Approved by APPLICATION FOR ELECTRICAL PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE: 2 19 IMPORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, WHICH ARE A PART HEREOF, AND IN ACCORDANCE WITH THE ELECTRICAL REGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES. LECTRICAL RM:- MASTS CTRICIAN SIGN�(TUR NAME- ADDRESS: Ee ^FD BOX BLDG.SIZE/ BETWEEN: RES. (t-1� APT•( COMM.( ) PUBLIC ( 1 INDUS. ( 1 NEW( ! OLD ( ) REW. ( 1 ADDITION ( TRAILER I 1 TEMP. ( 1 SIGNS ( ) SQ. FT. SERVICE: NEW( 1 INCREASE ( 1 REPAIR ( 1 FEE CONDUCTOR SIZE AMPS COPPER ( 1 ALUM. jaor SWITCH OR BREAK R AMPS PH W VOLT RACEWAY EXIST.SERV.SIZE D AMPS PH _5' W b VOLT RACEWAY FEEDERS NO. SIZE NO. SIZE I NO. SIZE _ LIGHTING OUTLETS S� CONCEALED OPEN TOTAL RECEPTACLES r O CONCEALED OPEN TOTAL 0.90 AMPS. 91.100 AMPS. SWITCHES INCANDESCENT O FLUORESCENT&M.V: ! FIXED 0.100 AMPS. I OYER APPLIANCES i I I I BELL TRANSF. AIR H.P.RATING H.P. RATING CONDITIONING COMP.MOTOR OTHER MOTORS AMPS ICEIL HEAT: KW-HEAT Z 0.1 OVER MOTORS H.P. VOLTAGE PHS NO. 1 H.P. VOLTAGE PHS MISCELLANEOUS TRANSFORMERS: UNDER 600 V. OVER 600 V. NO. KVA I I NO. lKVA NO.NEON TRANSF. NO. VA. MA. MOTOR SIZE SWITCH I FLASHER EACH SIGN FORWARDED TOTAL FEES _ I DEPARTMENT A SUtLDING CITY OF ATLANTIC¢EACH 1 s P ERHM�, NFORMAT ION - �:.. � �_ LOCATION,: I N `CR AT ICN t iumber< 12995 Addr as ., 2231 OC AM LR .DRIVE WEST ermit 'Tyg MECHANrICAL ATbAC HACHx FL�JRtA 2233 AL �: _ .. � . LH A D�ESCR P " 3N o Wor ": ERATICN _ 1214 . ;wool ,r E VBI ock,: Lot 4 yew P aUPoted , :SINGLE, PAXILY Sections + Subd,; Rx ; 'Dwelling: 3 Silbldivi sio .00ZANWAL«R �E Val ': : C 'prov.. cop, 0`.00 r k ' NE ve io a4 ' r APP LIOAT I ON, E$ p� aY�yw��w�ir If."# �.� T .Q "Add, !+i RIVE WEST ro CQ A -AIA, ORNAT X �. '' I1�C,M. , �� � A rit# :: TROT $Ob't'T3 g(� BzJ VTiy ,G 32250 4 r- t a NQTICI+1�-AL1..0 CRETE l Q MS AHO FOOT0408 MUST 8P.JN�lPECTED BROOM PGUtiI G , PERMIT VOID SIX MONTHS AFTER DATEOF,IS$UE iL IfiiG MATERIAL,RUB815Fi ANC DEBRIS FROM,THIS WORK MUST NL7T SE PLACED ilii PUBLIC SPACE,AtdC!M1fiST BE EARED,UP Ai+i FIAULEC),AWAY BY"EI fF#ER CONTRACTOR OR OWNER p �' e FFt1l. 1R `t ` '# THE MECHANICS LE1�. CAII�I RESULT j . 'R �1'`''f + 11 ► � A, I VI G '"1"WICE F ri 6' I �1�'�'S," uEe ACTOR© Nti .To APORov�Ee'PLANS WHICH /(RE PART OF TH13 PERM1? N1��WeJI'OT'f4�: V 1CAI i F LATION DFA t.IC-ABLE i'�I�C t�iC)t+#;SOF LAW: 543.1 .14, (. x iLDihtG©EPAiTMEN7 ill ii888; BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH ATLANTIC MACH. FLORIDA 82428 APPLICATION FOR MECHANICAL PERMIT -cALL-INNUMBER IMPORTANT — Applicant to complete all items in sections I, II, III, and IV. LOCATION street A4drees:OF ta/ettodiog ilreets: btwawo And SUILAING Sv►�i.ieioo ._-. II. IDENTIFICATION — To be completed by all applicants. t. co•veetai4a o/ peewit gt.en for ung the work as described in the above statement we hereby agree to perform raid work in accordant• ..t* t►e 0"acw pleM end spocifka,6 es which are a pert hereof and in accordance with the City of Jacksonville ordinances and rtondardw d $004 ptact•co 1-004 sheto:n. tsar. of M04".:ca1 confroo/er0 C-64AF 04 tot Ip"iftf) x Moose t+ewb. ed Mwt► Owew ne �J'Uw£ S."ateft e/ owner Signature of e, A.a►etW Agoet Architect or tngioeer I s I. GBVAL 0#00""M A. Type e+t oh" W. ®• Is OTIt[A CONSTRUCTION s[ING DON[ON THIS WILDING ON SITE O Gas—O v O New cow u++wr IF V[S, GIVEC3 04 _711,�R�rSTRUCT1011 Ps[QMIT 1 pp//.� O spoeifl V. bdOOK ICAL 1119UP M 110 M NSAA"M NATuaft OF w00W I000"'id --Os"So s et N►est of Ob Sw*I fiasldentlal or 17 Commercial 9 ►soot O spur O s NMW p cookof O 11.0 f$C New sultding A:c—&O-i e= Q ses. .70 c m"d r O Exibil tg suifdit 4,86m: ::.mss oe w,asset. r, O 14Wscienwn!of existing system Wed-ass SMD //C%Q s f� ❑ New I"111 ation(No systMn p*Vitt y Installed). O a' p«+fto O Extension or add-on to existing system O C Ii-1 ftwep- copgfly O 00W— spowty _ O Ftw gridin: Nessts`ee of L--j6 0 fila-vow 0 13 Nils WACO POs OINK! Un ONLY O cosi+ lw•l Issl.etfl O T•'A` A lb I ssrtaesir p l„i.,, hanlil � `ll Asa. L R ALL = U"W'dawr AM D00=71010111M AND �lSpg/ lReabsrr Valls Sdeirl> Dsr eft Arnc • tt1JS31iACIsa Asst FMOLACU ylr.alrerV*o' brn�rih� fesNt>flltasdystr (s�'Llj A�� o il�.�, 396me ed Swill A=tom. 1 7 0 k CITY OF ATLANTIBEACH C .c �r a 4" �. PRIINFOROTION +. . ... _ --:. 'LC+C .T fief' INFORMATION rm t Hrab r: 1275th Address. 22I' CRAIALI DRIVE lVl~ST. . . ;FLtJMBINa ATLANTIC SSACR, PLOxIDA 1 az of wo k.ADDITION --- L IAR DESCRIPTION on t r. Ty + :WOOD PRAR ;: roea ti O.SINGLX FAMILY , Section. 0 ►d Dwollin ll �n x . vii t oc Subdivision:OCRAALK Tot al E29:00, mount29.00 , R ------ TON WI Pt -� AI'#U ATION `LES �.4... TTNNEY Q11T009 e N�e C m W <; "Ist S , A, a JA fi3: caRtlA 32207 Exp: / I ; 4 1 "NO*; r ! T p` ALL f� �y PO i�� {�}��p. N FL"w'6'"ALL�w F rNW'�,�R/PV'E✓MS 1�W : W ;r z POIWIT U©!©SIX MO"IS AFTER DAT "CSI*155011~ t _ r MATEAIAI RUS&SM AN©Dri m45 irAom THIS WORK MUST NOT a PSE �N i?I1pL fC,,SPACE,AN©MUSt BE CL A UP ANb�L1 O AWAY I Y OR OWNER S ME«If HA I "0 �- "W CAN" '$CE FOR TMIF # CCt}A L APP", P�RICH ARE PART OF THIS PERMIT AN#� CT M� �A71 1 ►Iti OF �CAf PF�C�SIQNS � o CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT JOB LOCATION: OWNER OF PROPERTY: VZ` PY2 p, \Zh jtJ PLUMBING CONTRACTOR: (ZZM kP-©wl (c 15 CONTRACTOR'S ADDRES S: -5L4 y -1 \ -A f 7V STATE LICENSE NUMBER: 05(celn � TELEPHONE: y0� '�Z.$" 6,39' HOW MAW OF THE FOLLOWING FIXTURES INSTALLED mp�- SINKS SHOWERS 2, LAVATORIES WATER HEATERS BATH TUBS DISHWASHERS URINALS DISPOSALS CLOSETS WASHING MACHINES FLOOR DRAINS SHOWER PANS OTHER TOTAL FIXTURES:l�_ X 3.50 + $15.00 MINIMUM PERMIT FEE = $25.00 SIGNATURE OF OWNER: SIGNATURE OF CONTRACTOR ----------------------------------------------------------------------------- INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE 1994 STANDARD PLUMBING CODE. CALL A DAY AHEAD TO SCHEDULE INSPECTIONS - (904) 247-5826 SEWER CONNECTIONS MUST BE CALLED IN TO PUBLIC WORKS FOR INSPECTION PRIOR TO COVERING UP - (904) 247-5834. OF, � JTY OF ATLAOC I f r H � ' �t .: + ..�. ��.�..��...,. LOCATION I N I��l `�iT I QIP-_�. �...�. dcir s: 3 " 3 AM LKQ{ LIVE 'WEST 0IRjDA, 32233 of Wolk tal ,.. j 0 Blook� Lot . op,os ed t1#0:�INOLE PAMT "" si t . n, o Ub,d z DwellA, iP i:f�ei or" Est . V Ir K 0.00. i'Ptov CQit : 44, 6�i0,1 11 Tot 1-:Fe .� AM, -CATION FEES TINNEYQtT 367 K50 1 1 WEST FEE W AT 20 0 ORI VA IISeo t : RADON '20 HA CO' 2240 CCFtt "IC .00 4XV: C SEC H t PACT, FI .00 CO ST SURCIt�A—R �fr i u S 4 <b "O=F. 1f+O1'� RF.Te' Ar ia/Fo"Ims MUST "T l i, t° PERMIT VOI SIX MONTHS AFTFEA I: 01-ISSUE ` �n g E !NQ #A, FIU 18H ATdp CfEBRIS FROM T141S W©RK MUST;Att T $ T� IN I'USIo1C T 1+CE ATJQ MUS B Vii. R lfC.�}AVV ►Y,BY I`iTHR NTRACUR OR 04IET < i 1:4M U R, JPU AN m , a N WI FOR t �0 �3T OF THI$pERMIT`, n Of e zs " h em�a=blsv>i.'F W$ l, lotice of Commencement 1►lIi►ARK IN ou►LIOATS1 To whom it may concern: The undersigned hereby informs you that improvements will be made to certain real property, and in accordance with section 713.13 of the Florida Statutes, the following uuormation is stated in this NOTICE OF COMMENCEMENT. Description of property2231 Oceanwalk Drive West Atlantic Beach , Florida ---------------------------------------------------------------------------------- --------- ---------------------------------------------------------------------------------------------- ----------------------------------------------------------••----------------------------------------------- General description of improvements -______- i dx o 4lU__A d d.i d o n_ to existing structure ---------------------------------------------------------------------------------------------------------... Owner ---Barbara McCormick Tinney Address 2231 Oceanwalk Drive West Atlantic Beach , Florida ------------------------------------------------------------------------------------------------- Owner's interest in site of the improvement _______XJE F_jj 1_11.)!L E-__-_-r-_ Fee Simple Title holder (if other than owner) _--___--_r------------------------------------ Name ---------------------------------------------------- ------------------------------------------------- Address ------------------------------------------•------------------------------------------------------- Contractor ------H A F T C 0 , INC . 370 4th Avenue South Jacksonville Beach , Florida ---------------------------------------------••----•----------------------------------------------- Surety (if any) ----------------N L----------------------------------------------------------------------- Address -----------------------------------------------------------------Amount of bond $-------------- N3me and address of any person making a loan for the construction of the improvements. Name --------------N/A -------------------------------- •------------------------------------------------ Addresa ------------------------------------------------------------------------------------------------- Name of person within the State of Florida, other than himself, designated by owner upon whom notices or ocher documents may be served: Name ---------------HAFTCO , INC .-------------------------------------------------------------------------------------. Address _____-___370--4th Avenue----------------------------------------------------------------- SouthJacksonvilleB E a c h , Fl . In addition to himself, owner designates the following person to receive a copy of the Lianor's Notice as provided in Section 713.08 141 [b], Florida Statutes. (Fill in at Owner's option). Name ----------------H A F T C O :_ INC --------------------------------------------------------------- Address ____________370--4th AvenueSouthJacksonville-Beach ,--F1 +_ -__---- THIS eFACU FOR RECONDUR'e Uee ONLY - - --- -- - --`--- ----- - -- er `.-- .7 Sworn to and subscribed before me this __�— -_--__ �Rw o ------ Of -------------- ION v 29 s "�ys •F ��� �Q Notary Public f: 55404 t?: holl O a raw JUL 191996 CITY OF ATLANTIC BEACH Building and Zoning PERMIT APPLICATION REMODEL, ADDITIONS OR ALTERATIONS DEMOLITIONS owner(s) : Barbara McCormick Tinney Address : 2231 Oceanwalk Drive West Phone: 904-249-0691 Lot # Block or Unit # Subdivision: Contractor:_ HAFTCO , INC . State License # CGCO26002 370 4th Q��nue South 904-241-0028 Address : Jacksonvie Beach Phone NO.. Describe work to be done: Bedroom Addition to existing structure Present use of building: L'1116LL Fl- WW H0,17) Valuation of Proposed Construction Proposed use: Is this an addition? YES If yes, what are the dimensions of the added space: 20 ft . X 40 ft . Will the added area be heated and cooled? yes New electrical (or increase)? increase New plumbing fixtures? New fireplace? New Heat/AC? SUBMIT THREE COMPLETE SETS OF PLANS, INCLUDING SITE PLAN, SURVEY, ENERGY CODE FORMS, NOTICE OF COMMENCEMENT, AND OWNER/CONTRACTOR AFFIDAVIT, IF OWNER IS CONTRACTOR Signature OWNER: Da e: I Signature CONTRACTOR: e: License Supplied: Liability Insurance: Q Worker' s Compensation Insurance: �~ '0� CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET Address 3-L- -- 05- Fla L�vkz Date 7 -26 Heated Square Footage 2– 0 per sq ft Garage/Shed $ ____p e r sq f t Carport/Porch $—_ per sq ft. Deck $1 _per sq tt Patio b @ _per sq f t TOTAL VALUATION : 660 T # -t't I yaluation 1st $ /'�)o 6) b Z' Remaining Value per thousand or portion thereof TOTAL BUILDING FEE + 1/2 Filing Fee (1 ) Fireplaces @ $15 . 00 BUILDING PERMIT FEE WATER IMPACT FEE $---Z-26-0.6—0 SEWER IMPACT FEE WATER METER/TAP CAPITAL IMPROVEMENT SEWER TAP $ (?(Zj RADON (HRS) .0050 $--3.-- SECTION H PAVING HYDRAULIC SHARES CROSS CONNECTION SURCHARGE . 0050 OTHER GRAND TOTAL DUE ADDITIONAL PERMITS OR FEES: Mechanical Plumbing__,_____ Electric/New Electric/Ternp__; SwimmingPooI Septic Tank ; Well---: Sign- -Finish Floor Elevation Survey Other CALCULATIONS and/or NOTES: SUMMER CALCULATIONS ******************************************************************************* BASE ___ __= AS-BUILT GLASS---------------- ORIEN AREA x BSPM = POINTS TYPE SC ORIEN AREA x SPM x SOF = POINTS ------------------------------------------------------------------------------- S 64 . 00 109 . 7 7020 . 8 DBL CLR S 12 . 0 124 .2 .83 1242 .3 DBL CLR S 12 . 0 124 .2 . 83 1242 .3 DBL CLR S 20 . 0 124 .2 . 83 2070 . 6 DBL CLR S 20 . 0 124 .2 . 83 2070 . 6 W 36 . 00 109 .7 3949 .2 DBL CLR W 18 . 0 127 . 0 .87 1994 .9 DBL CLR W 18 .0 127 . 0 . 87 1994 . 9 ------------------------------------------------------------------------------- . 15 x COND. FLOOR / TOTAL GLASS = ADJ. x GLASS = ADJ GLASS GLASS AREA AREA FACTOR POINTS POINTS I POINTS ------------------------------------------------------------------------------- . 15 800 .00 100 . 00 1 . 200 10, 970 . 00 13 , 164 . 00 ( 10, 615 .60 ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- NON GLASS------------ AREA x BSPM = POINTS f TYPE R-VALUE AREA x SPM = POINTS ------------------------------------------------------------------------------- WALLS---------------- Ext 860 . 0 1 . 6 1376 . 0 Ext Wood Frame 11 . 0 860 . 0 2 . 70 2322 .0 DOORS---------------- CEILINGS------------- UA ---------------CEILINGS------------- UA 800 . 0 . 8 640 . 0 Under Attic 30 . 0 800 .0 . 80 640 . 0 FLOORS--------------- Slb 120 . 0 -20 . 0 -2400 . 0 Slab-on-Grade . 0 120 . 0 -20 . 00 -2400 .0 INFILTRATION--------- 800 . 0 14 .7 11760 .0 Practice #2 800 . 0 14 . 70 11760 . 0 TOTAL SUMMER POINTS 24, 540 . 00 22, 937 . 60 TOTAL x SYSTEM = COOLING TOTAL x CAP x DUCT x SYSTEM x CREDIT = COOLING SUM PTS MULT POINTS COMPON RATIO MULT MULT MULT POINTS ------------------------------------------------------------------------------- 24, 540 . 00 .37 9, 079 .80 1 22, 937 .60 1 . 00 1 . 100 .340 1 . 000 8, 578 .66 WINTER CALCULATIONS ******************************************************************************* BASE -_- __= AS-BUILT GLASS---------------- ORIEN AREA x BWPM = POINTS l TYPE SC ORIEN AREA x WPM x WOF = POINTS ------------------------------------------------------------------------------- S 64 . 00 - .4 -25 . 6 DBL CLR S 12 . 0 -3 . 1 . 87 -32 .5 DBL CLR S 12 . 0 -3 . 1 . 87 -32 .5 DBL CLR S 20 . 0 -3 . 1 . 87 -54 . 1 DBL CLR S 20 . 0 -3 . 1 . 87 -54 .1 W 36 .00 - .4 -14 .4 DBL CLR W 18 . 0 -1 . 1 .56 -11 . 1 DBL CLR W 18 .0 -1 .1 . 56 -11 .1 ------------------------------------------------------------------------------- .15 x COND. FLOOR / TOTAL GLASS = ADJ. x GLASS = ADJ GLASS GLASS AREA AREA FACTOR POINTS POINTS POINTS ------------------------------------------------------------------------------- .15 800 . 00 100 . 00 1 .200 -40 . 00 -48 . 00 -195 .34 NON GLASS------------ AREA x BWPM = POINTS TYPE R-VALUE AREA x WPM = POINTS ------------------------------------------------------------------------------- WALLS---------------- Ext 860 . 0 . 3 258 . 0 Ext Wood Frame 11 . 0 860 . 0 . 60 516 . 0 DOORS---------------- CEILINGS------------- UA ---------------CEILINGS------------- UA 800 . 0 . 1 80 . 0 Under Attic 30 .0 800 . 0 .10 80 .0 FLOORS--------------- Slb 120 . 0 -2 . 1 -252 . 0 Slab-on-Grade . 0 120 . 0 -2 . 10 -252 . 0 INFILTRATION--------- 800 .0 1 . 2 960 . 0 Practice #2 800 . 0 1 . 20 960 . 0 TOTAL WINTER POINTS 998 . 00 1, 108 .66 TOTAL x SYSTEM = HEATING TOTAL x CAP x DUCT x SYSTEM x CREDIT = HEATING WIN PTS MULT POINTS COMPON RATIO MULT MULT MULT POINTS ------------------------------------------------------------------------------- 998 .00 1 .10 1, 097 . 80 ( 1, 108 .66 1 .00 1 . 100 .500 1 . 000 609 .76 ******************************************************************************* WATER HEATING ******************************************************************************* BASE ___ __= AS-BUILT ----------- ---------- ------------------------- - NUM OF -x MULT = TOTAL TANK VOLUME EF TANK x MULT x CREDIT = TOTAL BEDRMS I RATIO MULT ------------------------------------------------------------------------------- 1 3319 . 0 3 , 319 . 00 40 . 90 1 . 000 3244 . 7 1 . 00 3 , 244 .67 SUMMARY BASE __- __= AS-BUILT __________- ---------- --------------------- COOLING HEATING- -HOT WATER TOTAL I COOLING HEATING HOT WATER TOTAL POINTS + POINTS + POINTS = POINTS I POINTS + POINTS + POINTS = POINTS ------------------------------------------------------------------------------- 9079 .8 1097 . 8 3319 . 0 13 , 496 . 60 8578 .7 609 . 8 3244 . 7 12,433 .09 ***************** * EPI = 92 . 12 ***************** ENERGY GUIDE For detailed information of the EPI rating number or for any ITEM listed, ask your Builder for EPI= 92 . 1 DCA Form 60OA-93 or Form 60OB-93 0 10 20 30 40 50 60 70 80 90 100 ---------------------------------- I The maximum allowable EPI is 100 . The lower the EPI the more efficient the home RESIDENTIAL ENERGY PERFORMANCE RATING SHEET ITEM HOME VALUE Low Efficiency High Efficiency SINGL CLR DBL TINT WINDOWS. . . . . . . . . . . . . . . . . . . . .Double Clear -------------X------- I INSULATION. . . . . . . . . . . . . . . . . . Ceiling R-Value . . . . . . . . . 30 . 0 R-10 R-30I --------------------XI R-0 R-7 Wall R-Value . . . . . . . . . 11 . 0 I --------------------XI R-0 R-19 Floor R-Value. . . . . . . . . 0 . 0 IX-------------------- I AIR CONDITIONER. . . . . . . . . . . . . 10 . 0 SEER 17 . 0 SEER. . . . . . . . . . . . . . . . . . . . . . 10 . 0 IX-------------------- I HEATING SYSTEM. . . . . . . . . . . . . . 6 . 8 HSPF 12 . 0 Electric HSPF. . . . . . . . . . . . 6 . 8 IX-------------------- I WATER HEATER. . . . . . . . . . . . . . . . 0 . 88 0 .96 Electric EF. . . . . . . . . . . . . . 0 . 90 I ----X---------------- I Gas EF. . . . . . . . . . . . . . 0 .00 0 . 54 0 . 90I --------------------- I Solar EF. . . . . . . . . . . . . . 0 .40 0 . 80I --------------------- I OTHER FEATURES . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I certify that these energy saving features required for the Florida Energy Code have been installed in this house. Builder Address: Signature: Date: City/Zip Florida Energy Code for Building Construction - 1993 Florida Department of Community Affairs FL-EPL CARD93 SERIAL ## 7777 * ResmanuJ(c) * 07-28-1996 WHOLE HOUSE HEAT GAIN / HEAT LOSS CALCULATION USING FLA/RES (c) DATA FILES (BASED ON A.C.C.A. MANUAL J - SEVENTH EDITION (c) 1986 by A.C.C.A. ) Project name : THE RESIDENCE Address ZZ31 �C14111u� i�(� City/State • Owner r a-, CW�'ui�(C,( OJdl�e Builder HVAC contr. Cond Flr Area: 800 SF * GLASS/SF RATIO = 130 * House Faces : East * Climatic Conditions & Design Conditions * ------------------------------------------------------------------- Geographical Location : Florida I Jacksonville ---------------------------------------------------------------------- North Latitude / Elevation 30 Deg. / 24 Ft . Above Sea Level Outdoor Winter Dry Bulb 32 Deg. F Indoor Winter Dry Bulb 70 Deg. F Winter (Actual) Temp.Diff . 38 Deg. F Winter Temp. Diff . (wTd) 40 Deg. F Outdoor Summer Dry Bulb 94 Deg. F Outdoor Summer Wet Bulb 77 Deg. F Outdoor Summer Hum. Ratio Gr/Lb 114 Indoor Summer Relaltive Hum. 5016 Indoor Summer Design Gr/Lb. 49 Indoor Summer Dry Bulb 75 Deg. F Summer Daily Range 19 Deg. F - M Summer (Actual) Temp.Diff . 19 Deg. F Summer (User Sel) Temp.Diff . (sTd) 20 Deg. F ---------------------------------------------------------------------------- * HEATING SUMMARY * DICKENS .DAT * COOLING SUMMARY * SUBTOTAL 14216 . 00 STRUCTURE SENSIBLE 7937 .00 MECH.VENT- 0 Cfm 0 . 00 SENS . + MECH.VENT : 7937 . 00 TEMP.SWING @ 3 DEG. : 1 . 00 OCCUPANT/APPLIANCE 1800 . 00 DUCT LOSS 710 . 80 DUCT GAIN 973 . 70 TOTAL LOSS/BTUH 14926 . 80 TOTAL SENSIBLE 10710 . 70 TOTAL LATENT 1706 .43 SENSIBLE + LATENT 12417 . 13 20% OVERSIZE FACTOR 2985 .36 20% SENS .OVRSZE FTR: 2142 . 14 ACTUAL + 20% OVERSIZE : 9737 . 00 SENS . + 20% OVERSIZE: 12852 . 84 HTG FTR = 43 .2 CLG FTR = 18 .4 CLG DESIGN CFM 583 .37 * EQUIPMENT SELECTION * EQT MANUF CU MOD # AHU MOD # HTG INPUT HTG OUTPUT HTG CFM AFUE/HSPF SENSIBLE CLG LATENT CLG TOTAL TONAGE (S) EER CLG CFM TYPE * L O A D C A L C U L A T I O N * TYPE Inside Shade Sc Area Loss/Btuh Gain/Btuh G L A S S South Double Clr Roller Shade 1 12 . 00 348 .00 372 .00 South Double Clr Roller Shade 1 12 . 00 348 . 00 372 . 00 South Double Clr Roller Shade 1 20 . 00 580 . 00 620 . 00 South Double Clr Roller Shade 1 20 . 00 580 . 00 620 . 00 West Double Clr Roller Shade 1 18 .00 522 . 00 1062 . 00 West Double Clr Roller Shade 1 18 . 00 522 .00 1062 .00 Infiltration : Winter Htm ( 32 . 92 ) x 100 . 00 3292 . 00 Infiltration : Summer Htm ( 8 .23 ) x 100 .00 823 .00 R-Value Area Loss/Btuh Gain/Btuh WA L L S---------------------------------------------------------------------- Wood Stud - Ext . 11 860 . 00 3096 .00 1806 .00 D0 0 R S---------------------------------------------------------------------- CE I L I N G S---------------------------------------------------------------- Under Attic 30 800 .00 1040 . 00 1200 .00 FL 0 0 R S-------------------------------------------------------------------- Slab on Grade 0 120 .00 Lin.Ft . 3888 . 00 000 . 00 * TOTAL STRUCTURE SENSIBLE * ------------------------------------------------------------------------------- 14216 . 00 7937 .00 ------------------------------------------------------------------------------- CITY OF ATLANTIC BEACH Fixture Unit Worksheet for Water Impact Fee FIXTURE UNITS ARE ESTABLISHED AS THE MEASUREMENT OF WATER DEMAND FOR EACH WATER FIXTURE UNIT INSTALLED AND CONNECTED TO THE CITY WATER SYSTEM. THE WATER SUPPLY CHARGE IS HEREBY FIXED AT TWENTY DOLLARS PER FIXTURE UNIT CONNECTED TO THE CITY WATER SYSTEM. BATHROOM GROUP CONSISTING OF SERVICE -SINK TRAP STAND WATER CLOSET, LAVATORY & BATH (8) TUB OR SHOWER STALL (6) !p WATER CLOSET WATER CLOSET, TANK OPERATED (4) VALVE OPERATED (8) BATHTUB/SHOWER (2) URINAL WALL LIP (4) SHOWER GROUP PER HEAD (3) 3 FLOOR DRAIN (1) d SHOWER STALL DOMESTIC (2) LAUNDRY TRAY (2) ____j_LAVATORY (1) COMBINATION SINK AND TRAY (3) HASHING MACHINE (3) POT, SCULLERY SINK (4) DISHWASHER (2) WASH SINK EACH SET OF FAUCETS (2) KITCHEN SINK (2) DENTAL LAVATORY (1) KITCHEN SINK WITH WASTE DENTAL UNIT OR CUSPIDOR (1) GRINDER (3) BIDET URINAL STALL, WASHOUT (4) FLUSHING RIM SINK (8) COMBINATION SINK AND TRAY WITH FOOD DISPOS. (4) URINAL, PEDESTAL, SYPHON JET DRINKING FOUNTAIN (1/2) BLOWOUT (2) LAVATORY, BARBER/BEAUTY ICE MAKER (1/2) SHOP (2) SURGEONS SINK (3) LAVATORY, SURGEONS (2) JACUZZI (2) _URINAL STALL, WASHOUT (4) TOTAL FIXTURE UNITS_ /d @ $20.00 EACH $ a M.Q Q JOB INFORMATION DCF Z UNLESS OTHERWISE 1WED THE DESIGN IS BASCO ON THE USE OF'DRY' 7t TRUSSES DESIGNED FOR LOADS SHOWN ON THIS DRAWING ONLY.Pan,. LUMBER AT THE TIME OF FABRICAT",51 THE TRUSSES WILL BE USED UNDER TONS SHAEL BE TAKEN TO INSURE THAT THE PLACEMENTb USE OF THIS DRY CONDITIONS AS SPECIFIED IN NDS!NATIONAL DESIGN STANDARDS!. TRUSS CONFORMS WITH THE DESIGN. THE STRUCTURAL DESIGN FOR LIGH+ 31 COf�IFCTOR PLATES ARE TO BE INSTALLED SYMMETRICALLY ON THE JOINT PARAMETERS SHOWN ARE ALSO APPLICABLE TO SHORTER TRUSSES OF IDEM FABRICATOR FOLLOWINv ON EACH FACE OF TRUSS.PLATE SIZES ARE DELINEATED VERTICAL BY TICAL LOADING(I CONFIGURATION. THE DUALITY CONTROL MANUAL I'M,,. HORIZONTAL.(UNLESS OTtffRWISE NOTED) B)SPLICES IN TOP b BOTTOM CHORDS'NOT TO OCCUR DIRECTLY ABOVE ONE 12)TC LATERAL BRACING OF 3'0'O C MAX. 4 PLATING IS FOR AXAL STRESSES ONLY.ADDITIONAL PLATING FOR HANDL ANOTHER,SPLICES TO OCCUR±6"OF PANEL I A POINT.. BC LATERAL BRACING OF 190'O.C.MAX. ING OF TRUSSES IS RESPONSIBILITY OF THE FABRICATOR, 91 INSTALLATION IS THE RESPONSIBILITY OF THE ERECTION CONTRACTOR.SEE 131 8*3 INDICATES BEARING PLATE MY OTHERS) r --CoNFIGURATION AND LOADING rOECTFIFD n, PLATES TURNED I10 DEGREES ARE DELINEATED A.! 41115 rRUGS IS DESIGNED ONLY FOR rHF LOAD7 ,!!OLIN. 4— PROVISION FOR THE PREVENTION OF PO4DING 4UST VIA, 1RE KADE AND is Nor THE tLITY OF THF TRUSS PARMCATOR OR TCRYR IARY C W. CIRPORATION!, 6-8-13 6-3-3 3-4-0 3-4-0 6-3-3 4-0-5 F- ---^—-^^1------^--i— i----- r- __ -i — 74 PL.F 12 355 247 355 © 7 4X6 3X4 06 470 310 12 7 tom' 13f3 to 3X4 t3x4 2aH L. 4x4 64 127 129 129 1O0 3r LT1 �t-r 13tC� 1�HL LSI .�a (3.53 46Y (3.5)46T 3X4 cXv 5XB 3xB 3x4 x I 20 PL F 6-8-13 6-3-3 6- 4-Q-58-0 6-3-3 Forcer,'L-•R+ TOO nor IfEfl,; -2143 050 127 -•1571 iR50 -5F14 29-11-8 -ia57 1355 425 H -1246 1234 ? -1443 0 47? -1429 ri 14 —?141) 13x5 -1343 i MAX PP Live Load Deflection-il16 in BoT Pane11i2 RATE TYPE: SPACING-O.C.MAX. LOADING TC LUMBER DESCRIPTION: �i1r��► v V 2000 2-0-Q 3Q 2X4 #2 KD GYP 29'li-i/2" SH-13 owG.1-734, _ - LL TC PSF BC LUMBER '"d11 OpATIbIV 2.5 DL TC I PSF ENG.FOR: ENG.8 ' r•PARKWAY 2X4 �2 KD GYP tRUF TRUSS AURCE Program OF MERilER� PLATE AREA: %INC.fa STL LL BC Q PSF WEBS 4067 -x.33 DL BC iQ PSF 2X4 $3 KD GYP PROJECT: LATE: SCALE TOTAL 47 PSF EXCEPT AS MAY BE NOTED PELLICFR 0925 8 Kiln 1989 Ile I I LUMBER SHALL BE OF SPECIES&GRADE SPECIFIED.APPROVED EQUAL,OR 51 MAXIMUM PLATE VALUE FOR V 2000 20 GA - 213 PSI TPI PUBLICATION-.HANDLING 6 ERECTING WOOD TRUSSES(LATEST EDiT IONf. THAT OF GREATER STRESS VALUE. 61 APPROVAL NUMBERS.UBC 02342.FHA TC8/20.04 SBCC X7251 J4,BOCA 7524. 10)CLARY CORP,IS NOT RESPONSIBLE FOR OVERALL BUILDING DESIGN,FOR PER MINIMUM SIZE TO BE.1.4,ATTACHED W 2 ED NAILS .8Y OTHERS 2)UNLESS OTHERWISE NGTED THE DESIGN IS BASED ON THE USE OF'DRY' A TRUSSES DESIGNED FOR LOADS SHOWN ON THIS DRAWING ONLY.PRECAU MANENT OR TEMPORARY BRACING,SUPPORTS,OR DRAINAGE OF SAME 151 REPETITIVE MEMBER BENDING VALUES ARE USED AS SPECIFIED M NATIONAL LUMBER AT THE TIME OF FABRICATION&THE TRUSSES WILL BE USED UNDER TIONS SHALL BE TAKEN TO INSURE THAT THE PLACEMENT&USE OF THIS 11)TRUSS DESIGNS CONFORM TO THE CURRENT TPI DESIGN SPECIFICATIONS DESIGN SPECIFICATION(NDS)FOR WOOD CONSTRUCTION ILATE`.'EDITION DRY CONDITIONS AS SPECIFIED IN NUS(NATIONAL DESIGN STANDARDS) TRUSS CONFORMS WITH THE DESIGN. THE STRUCTURAL DESIGN FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES b IS BASED ON THE UNLESS OTHERWISE NOTED.ALL OTHER LUMBER VALUES ARE PER THE 31 CONNECTOR PLATES AFk TOBE INSTALLED SYMMETRICALLY ON THE JOINT PARAMETERS SHOWN ARE ALSO APPLICABLE TO SHORTER TRUSSES OF IDEM- FABRICATOR FOLLOWING THE RECOMMENDED PRACTICES AS SET FORTH IN LATEST EDITION OF NDS. ON EACH FACE OF TRUSS.PLATE SIZES ARE DELINEATED VERTICAL BY TICAL LOADING 6 CONFIGURATION. THE DUALITY CONTROL MANUAL FROM TPI, 161 NO MEMBERS OF THIS TRUSS SHALL BE CUT. HORIZONTAL(UNLESS OTHERWISE NOTEDI 81 SPLICES IN TOP&BOTTOM CHORDS NOT TO OCCUR DIRECTLY ABOVE ONE 12)TC LATERAL BRACING OF TO'O.C.MAX. 171 MINIMUM RECOMMENDED CAMBER= Ln20 4)PLATING IS FOR AXIAL STRESSES ONLY.ADDITIONAL PLATING FOR HANDL ANOTHER,SPLICES TO OCCUR+6'OF PANEL iM POINT. BC LATERAL BRACING OF 1010"O.C.MAX. 181 TOP CHORD SHALL BE LATERALLY BRACED WITH PROPERLY ATTACHED ING OF TRUSSES IS RESPONSIBILITY OF THE FABRICATOR. 91 INSTALLATION IS THE RESPONSIBILITY OF THE ERECTION CONTRACTOR.SEE 13)®INDICATES BEARING PLATE IBY OTHERS) PLYWOOD(MIN.3/8"1(UNLESS OTHERWISE NOTED) -CONFIGURATION AND LOADING SPECIFIED Rf FA139IC4TOR --PLATES TURNED 90 DEGREES ARF DELINEATED AS iJU4. -THIS TRUSS IS DESIGNED ONLY FOR Ftp LOADS SHOWN. PROVISION FOR ME PREVENTION OF PONDING MUST BE MADE AND IS NOT THE PFSP04SIBILITY OF THE TRUSS FABRICATOR OR THE C1ARY CORPORATION. 5-8-13 5-3-3 5-4-0 5-4-0 5-3-3 3-0-5 74 PLIF F 12 392 395 39?_ L�T a7 y y X 12 5x9 5x9 A'f 7v1D1 3x4 3x4 24x4 LO 54 107 i0b 107 lob Ro 27 Tf I x I i3H" 13!P (3 9)46T r' `746V 3x5 N 3x4 5x8 3x4 3x4 X r, 20 PLF N 5-8-13 5-3-3 5-4-0 5-4-0 5-3-3 3-0-5 TCD ROT WEBS AER`, --22aG is.'.1 107 -1797 -3758 1991 -490 F 29-11-8 lsaz 1517 'b" -1sc2 13D6 is -1515 1131 -396 -1311 0 490 7 209 •512 1276 i MAX PP Live Load Deflection-1/16 in ROT Pane1#2 PLATE TYPE: SPACi NG-O.C.MAX. LOADING TC LUMBER DESCRIPTION: L DWG. IOV�000 2-0-0 LL TC 30 PSF 2X4 #2 KO SYP 29'11-i/2" SH-1i '73 42 L CLARY CORPORATION 2.5 DL TC 7 PSF BC LUMBER ENG. 1801 SOUTH GREAT SOUTHWEST PARKWAY LL BC 0 PSF WEBS 2X4 #2 KD SYP ENG.FOR: TRUE TRUSS 6, MEMBER OF PLATE AREA: %MIC.for STL URCF Program GRAND PRAIRIE,TEXAS 75051 DL BC 10 PSF 2X4 #3 KD SYP PROJECT: DATE: SCALE: MIR GM3"0 478 33.33 TOTAL 47 PSF EXCEPT AS MAY BE NOTED PELLICER 0925 F3 :Jun 1988 1/8 1,LUMBER SHALL BE Or SPECIES B GRADE SPECIFIED,APPROVED EQUAL OR Si MAXIMUM PLATE VALUE FOR V2OW 20 GA 213 PSI TPI POOL ICA IION HANDLINGS ERFCIINC WOOD TRU-ISPs gAIfIT ED!UGN.. _ =INDIfATES CU1-ITITW� NJS iAI!H i tsro�,v�, THAT OF GREATER STRESS VALUE:. 61 APPROVAL NUMBERS:UBC 12342,FHA TC8$20.04 SBCC 07251 74,ROCA 7524. 10)CLARY CORP.IS NOT RESPONSIBLE FOR OVERALL BUILDING DESIGN.FOR PER V MINIMUM SIZE TO BE 1 A,ATTACHED W 2 80 NA!,S P, .c4 21 UNLESS OTHERWISE N6TED THE DESIGN IS BASED ON THE USE OF'DRY' 71 TRUSSES DESIGNED FOR LOADS SHOWN ON THIS DRAWING ONLY.PRECAU MANENT OR TEMPORARY BRACING,SUPPORTS,OR DRAINAGE OF SAME. 15)REPETITIVE MEMBER BENDING VALUES ARE USED AS SPECIFIED:N NA7 D%A- LUMBER AY THE TIME OF FABRICATM&THE TRUSSES WILL BE USED UNDER TIONS SHALL BE TAKEN TO INSURE THAT THE PLACEMENT 8 USE OF THIS 11)TRUSS DESIGNS CONFORM TO THE CURRENT TPI DESIGN SPECIFICATIONS DESIGN SPECIFICATION(NDS)FOR WOOD CONSTRUCTION�.LATE5T EDITION DRY CONDITIONS AS SPECIFIED IN NDS(NATIONAL DESIGN STANDARDSL TRUSS CONFORMS WITH THE DESIGN. THE STRUCTURAL DESIGN FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES 81S BASED ON THE UNLESS OTHERWISE NOTED.ALL OTHER LUMBER VALUES ARE PER THE 3)CONNECTOR PLATES AAE TO BE INSTALLED SYMMETRICALLY ON THE JOINT PARAMETERS SHOWN ARE ALSO APPLICABLE TO SHORTER TRUSSES OF[DEN FABRICATOR FOLLOWING THE RECOMMENDED PRACTICES AS SET FORTH IN LATEST EDITION OF NOS. ON EACH FACE OF TRUSS.PLATE SUES ARE DELINEATED VERTICAL BY TICAL LOADING 8 CONFIGURATION. THE QUALITY CONTROL MANUAL FROM TPI. 161 NO MEMBERS OF THIS TRUSS SHALL BE CUT, HORIZONTAL RUNLESS OTHERWISE NOTED 81 SPLICES IN TOP N3 BOTTOM CHORDS NOT TO OCCUR DIRECTLY ABOVE ONE 12)TC LATERAL BRACING OF 3'0'0 C.MAX. 171 MINIMUM RECOMMENDED CAMBER= L(720 41 PLATING 5 FOR AXIAL STRESSES ONLY.ADDITIONAL PLATING FOR HANDL- ANOTHER.SPLICES TO OCCUR t 6"OF PANEL 1N POINT. BC LATERAL BRACING OF 10'0"O.C.MAX. 18)TOP CHORD SHALL 8E LATERALLY BRACED WITH PROPERLY ATTACHED MNG OF TRUSSES 5 RESPONSIBILITY OF THE FABRICATOR. 91 INSTALLATION IS THE RESPONSIBILITY OF THE ERECTION CONTRACTOR.SEE 131®INDICATES BEARING PLATE(BY OTHERS) PLYWOOD(MIN.3B9(UNLESS OTHERWISE NOTEDI -CONFIGURATION AND LOADING SPECIFIED Elf FAB9ICATOR -PLATES TURNED 90 DEGRFES ARE DELINEATED AS SUCH. -THIS TRUSS IS DESIGNED ONLY FOR THE LOADS SHOWN. PROVISION FOR THE PRFvENTION OF POTDING NUST HE MADE AND IS NOT THE. OFSP04SIPTLITY OF THE. TRUSS FABRICATOR OR THE CLARY GORPORATION. r 4-8-13 ' 4-3-3� 4-11-4 4-9-8� 4—ii-4� 4-3-3 2-0-5 74 PLF 12 341 360 ?60 ?41 Q 7 y y y 12 x 322 z 7 p 5x9 N 3x4 5x9 64 n 2x3 >3x4 164 \Al [ — I� T 1?H 97 97 111 1= 3X5 3x4 3x8 5x6 3x4 3x4 {.3 .51 46r r?,53 46r 20 PLF 9-0-0 4-11-4 4-9-8 4-1i-4 6-3-8 F0^::es'L-R) TOP RPT WEB`; WEB': -Q247 1940 -?1? -61, 29-11-8 -1944 1616 1 -1991 1815 455 -1991 1?26 -?Si -18/6 922 171 -15?6 -4R1 c R^1 —151 4R,: - 560 I MAX PP Live Load Deflection-2/16 in BOT Panel#2 �v PLATE TYPE: SPACING-O.C.MAX. LOADING TC LUMBER DESCRIPTION: ! DWG.f V X000 2-0-0 2X4 #2 KD SYP 29'11—i/2" SH-9 '7 3 2 LL TC 30 PSF BC LUMBER CLARY COSTpOstATt0111 2.5 DL TC 7 PsF 2X4 #2 KD SYP ENG.FOR: TRUE TRUSSGSB�II{RCF PrDAram 3OF 1801 SOUTH GREAT SOUTHWEST PARKWAY MEMBER OF PLATE AREA: %INC.for STL LL BC O PSF WEBS /5 GRAND PRAIRIE,TEXAS 75051 474 33.33 DL BC SO PSF 2X4 #3 KD SYP 1214)660,640 PROJECT: DATE: SCALE: TOTAL 47 PSF EXCEPT AS MAY BE NOTED PELLICER 0929 8 Jun 1988 i/8 21 UNLESS OTHERWISE NOTED THE DESIGN IS BAS€O ON THE OSI OF'DRY' 71 TRUSSES DESIGNED FOR LOADS SHOWN ON THIS DRAWING ONLY.encu LUMBER At THE TIME OF FABRICATION,&THE TRUSSES WILL BE USED UNDER PONS SHALL.BE TAKEN TO INSURE THAT THE PLACEMENT&USE OF THIS e r r DRY CONDITIONS AS SPECIFIED IN NDS INATI(NiAL DESIGN STANDARDS). TRUSS CONFORMS WITH THE DESIGN. THE STRUCTURAL DESIGN FOR LIGH r 3)CONNECTOR PLATES AfTE TO BE INSTALLED SYMMETRICALLY ON THE JOINT PARAMETERS SHOWN ARE ALSO APPLICABLE TO SHORTER TRUSSES OF IDEN FABRICATOR FOLLOWIM, ON EACH FACE OF TRUSS,PLATE SIZES ARE DFI HEATED VERTICAL BY 11CAL LOADING&CONFIGURATION. THE DUALITY CONTROL MANUAL Ram. HORIZONTAL.(UNLESS OTHERWISE NOTED) 8)SPLICES IN TOP&BOTTOM CHORDS NOT TO OCCUR DIRECTLY ABOVE ONE 121 TC LATERAL BRACING OF 3'0`O.C.MAX. 41 PLATING IS FOR AXIAL STRESSES ONLY.ADDITIONAL PLATING FOR HANDL ANOTHER,SPLICES TO OCCUR r 6'OF PANEL V4 POINT BC LATERAL BRACING OF S0`0'O.C.MAX, NG OF TRUSSES 6 RESPONSIBILITY OF THE FABRICATOR, 91 INSTALLATION IS THE RESPONSIBILITY OF THE ERECTION CONTRACTOR.SEE 13)BE INDICATES BEARING PLATE IBY OTHERS) GO!#FIGL7RATION AND LOADING S!aECIFIEA nr PLATES TUR40 9O DEGRFES ARF DELINEATED k*, SUS., RFPETITIVE HEWER STRFSSFS 40T USED. -JACKS ARF TO 8F 2x4 TOP, 2x4 BOT. JACKS NITH SPAM GRFATER THAN 8-1-1 Nusr RF SPECIALLY DESIGNED. 3-10-8 4-8-14 4-8'-142-0 74 PLF 166.5 PLF 74 PLF l -- -i3--1-81 t-4-7-2 4--7-2 3-1-& #22 R#2 I#2 7--O 129# 2)C421.4 ?x4 RY4 129f 12 640 777 765 777 640 'q7 y 12 7 248IV 148 8x11 4x4 7x6 4x4 8x11 s,� M 2x3 N 1#:' to x Sr, M 690 210 207 210 664 Wei 3X11 4X4 6x5 7X8 6x5 4X5 5X5 ¢ (.,2 67R� �i9 1l P.r,x 5j 94Y 2O OLF 45 PLL 20 PLF 4--8-14 4-8-14 _ ! 7- 1 t 4-7-2 t 4-7- 1 f 4-3-8 7- 0 25-� D 5i4f 514# F0-ues tl,—Rl TOO ROT NEP.`. AEP' 29-11-8 --5494 4744 -2°5 1978 -5273 4554 Pc7 -'611 --59'5 59:'4 18,.,P _;a,, 616' 5296 —9P,C •616,a 3258 :�p5 -5297 1656 —766 —9773 115TR 0 -1547 2691 —496 4 1 Truss designed to support 7-0-0 jack system with Outrigger MAX PP live Load DefleLtion=4116 in 80T Panels#3 PLATE TYPE SPACING—O.C.MAX. LOADING TC LUMBER DESCRIPTION. 't l 1I2" SH-7 DWG.r a�,r"�r"':'v v_2LL TC �Q 000 2-0-0 �F BC LUMBER 2X6 S#1 Ds KO SYP fig _ '930VMQATMPA 2.5 DL TC 7 PSF ENG,FOR: ENG. =TPARKWAY 2X6 R#1 Ds KD SYP TRUE TRUSS TURGE Prjgra% � of IJEIA8ER tlF PLATE AREA: 9b INC.tar STt tt BC Q PSF WEBS 974 33.33 DL BC 10 PSF 2X4 #3 KD SYP PROJECT: DATE: SCALE, TOTAL 47 PsF EXCEPT AS MAY BE NOTED PELLICER 0525 8 Jun 1988 S t9 I1 LUMBER SHALL BE OF SPECIES B GRADE SPECIFIED,APPROVED EQUAL,OR 5)MAXIMUM PLATE VALUE FOR V 2000 Nl GA 213 PSI TPI PUBLICATION HANDLING T4 FRFCTING WOOD TRUSSFS(LAIF;ST ED1110N! '4 C--:INDICATESCONnN'i0U5)ATF--AL BHA "4,A - _ THAT OF GREATER STRESS VALUE. 61 APPROVAL NUMBERS:UBC 42342,FHA TC8/20.04 SBCC 07251 74,BOCA 7524, 101 CLARY CORP.IS NOT RESPONSIBLE FOR OVERALL BUILDING DESIGN,FOR PER, MINIMUM SIZE TO BE 1,4 ATTACHED W 2 BD NAILS R r OTHERS u 21 UNLESS OTHERWISE NOTED THE DESIGN IS BASED ON THE USE OF'DRY' 71 TRUSSES DESIGNED FOR LOADS SHOWN ON THIS DRAWING ONLY.PRECAU MANENT OR TEMPORARY BRACING,SUPPORTS,OR DRAINAGE OF SAME. 151 REPETITIVE MEMBER BEND04G VALUES ARE USED AS SPECIFIED IN NATnONAt LUMBER AT THE TIME OF FABRICAT0j 6 THE TRUSSES WILL BE USED UNDER TIONS SHALL BE TAKEN TO INSURE THAT THE PLACEMENT D USE OF THIS 11)TRUSS DESIGNS CONFORM TO THE CURRENT TPI DESIGN SPECIFICATIONS DESIGN SPECIFICATION INDS)FOR WOOD CONSTRUCTION-LATEST EO!'!.pld DRY CONDITIONS AS SPECIFIED IN NDS(NATIONAL DESIGN STANDARDS). TRUSS CONFORMS WITH THE DESIGN. THE STRUCTURAL DESIGN FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES H IS BASED ON THE UNLESS OTHERWISE NOTED.ALL OTHER LUMBER VALUES ARE PER THF 31 CONNECTOR PLATES ARE TO BE INSTALLED SYMMETRICALLY ON THE JOINT PARAMETERS SHOWN ARE ALSO APPLICABLE TO SHORTER TRUSSES OF IDEN- FABRICATOR FOLLOWING THE RECOMMENDED PRACTICES AS SET FORTH IN LATEST EDITION OF NDS, ON EACH FACE OF TRUSS-PLATE SIZES ARE DELINEATED VERTICAL BY TICAL LOADING 6 CONFIGURATION. THE DUALITY CONTROL MANUAL FROM TPI. 161 NO MEMBERS OF THIS TRUSS SHALL BE CUT. HORIZONTAL(UNLESS OTHERWISE NOT£DI R SPLICES IN TOP 6 BOTTOM CHORDS NOT TO OCCUR DIRECTLY ABOVE ONE 121 TC LATERAL BRACING OF TO'O.C.MAX. 17)MINIMUM RECOMMENDED CAMBER= 1_720 41 PLATING IS FOR AXIAL STRESSES ONLY.ADDITIONAL PLATING FOR HANDL- ANOTHER.SPLICES TO OCCUR±6'OF PANEL 114 POINT, BC LATERAL BRACING OF 10'0"O.C.MAX. 18)TOP CHORD SHALL BE LATERALLY BRACED WITH PROPERLY ATTACHED ING OF TRUSSES IS RESPONSIBILITY OF THE FABRICATOR. 91 INSTALLATION IS THE RESPONSIBILITY OF THE ERECTION CONTRACTOR.SEE 131®INDICATES BEARING PLATE(BY OTHERSI PLYWOOD(MIN,3181(UNLESS OTHERWISE NOTED) •CD4FIGURATIO4 AND LOADING ,PECIFIED 9( FAPRICATJq -PLATES FURNED 90 DFGREFS ARE DELINEATED AS ;UGH. F- 3-9-10 3-2-6 3-2-6 3-9-10 37 PLF 12 5x5 7 lie d' 12 1y4 X24 7 3x4 3x4 In 6, ,UI 7 1?92 2795 36:'.7 304 as T T 5248 ?:>.2 F?.,)50r fo -3"Sly 10 PLFF � � 1 1 f 14694 14684 146Hf 29 9f 2..4 46 74 f 114 f m m 3x5w 4x8 x 3x4 Forces IL-RI OLI Fop ROT WEP-, -7601 6565 2'.474 3-9-10 3-2-6 3-2-6 3-9-0 -5317 6,69 -2402 F—- —i -1 -57417 4927 521y -5705 4927 -409 'C4 r-- 14-0-0 FASTEN EACH PLY TOGETHER KITH: 4eTb^�' 9enuired FOP i6d Nails 12"U,'.. 1 ♦ Truss designed to support side of Hip Set with span 29-11-8 9Vr 16d nails 4"D,L.. (� 4EP 16d flails 12'U.D. �t/�Y. CASTEN AT Oq NEAR 4LL PANEL POINTS. DO Nor NAIL OR HOLT THROUGH TRUSS VLATE3. PLATE TYPE SPACING-O.C.MAX. LOADING TC LUMBER DESCRIPTION: DWG./1 �� 14'0' GIRDER C� �i• J�000 2-0-0 2X4 1#2 KD SYP LL TC 30 PSF BC LUMBER CLARY COAOOIRAl"ON 2.5 OL TC 7 PSF 2X6 t#1 Ds KD SYP ENG.FOR: ENG. 1901 SOUTH GRFAT SOUTHWEST PARKWAY MEMBER OF LL BC 0 PSF WEBS TRUE TRUSS SNRGF Proqram 5 OF �S GRANO PRAIRIE TEXAS 75051 PLATE AREA: %INC.in sn DL BC 10 PSF 2X4 1#3 KD SYP 0141 QBOJ94O 240 33.33 PROJECT: PELLIGFR 0525 DATE: 8 lun 1988 scALE;/8 TOTAL 47 PSI, EXCEPT AS MAY BE NOTED DUNLESSOTHERWISE NOTED THE DESIGN IS BASEDONTHEUSEOF`DRY' 7)TRUSSESOESIGNEUPURLUAU55HUWNUNIHlSURAWINUUNO ,. LUMBER At THE TIME OF FABRIATION,&THE TRUSSES WILL BE USED UNDER TIONS SHAH BE TAKEN TO INSURE THAT THE PLACEMENT&USE OF THIS DRY CONDITIONS AS SPECIFIED IN NDS INATK)NAI DESIGN STANDARDS}. TRUSS CONFORMS WITH THE DESIGN, THE STRUCTURAL DESIGN FOR L- 31 CONNECTOR PLATES AOF TO BE INSTALLED SYMMETRICALLY ON THE JOINT PARAMETERS SHOWN ARE ALSO APPUCABLE TO SHORTER TRUSSES OF ow FABRICATOR FOLI V. ON EACH FACE OF TRUSS.PLATE SIZES ARE DELINEATED VERTICAL BY TICAL LOADING&CONFIGURATION. THE DUALITY CONTROL MANu— HORIZONTAL(UNLESS OTHERWISE NOTED) LIE SPLICES IN TOP&BOTTOM CHORDS NOT TO OCCUR DIRECTLY ABOVE ONE 121 TC LATERAL BRACING OF 3'0'O-C,MAX. 4)PLATING IS FOR AXIAL STRESSES ONLY,ADDITIONAL PLATING FOR HANDL ANOTHER.SPLICES TO OCCUR+ti'OF PANEL IA POINT, BC LATERAL BRACING OF 70'0'O.C.MAX. ING OF TRUSSES IS RESPONSIBILITY OF THE FABRICATOR. BI INSTALLATION 6 THE RESPONSIBILITY OF THE ERECTION CONTRACTOR.SEE 131®INDICATES BEARING PLATE(BY OTHERS} -ceNFzGMartDa AND l,oaoar>G -PLATES 1'UR4M y0 4EGRFFS ARF DFLINEAjc, REPETITIVE W40FR STRFSsFs NOT USED. 2-5-15 2-2-1 1 2-2-1 -_-- t 12 31 PL.F 4x4 7 9D I 91 81 12 y 2x3 2x3 ?h 41 41 ., 7 a 1 t*T 310 781 ?rD 11 1 92B 9�'.fi 174.5 PLF i V FOfS:8S`4"R1 TOP SOT NES, -10'3 R82 79 3X8 949 9H2 814 3 X 4 -948 -79 •102: 4-8-0 4-8-0 9--4-0 lai1 One Half of 7-0-0 Trusses supported by Sot Chord 00, PLATE TYPE. SPACING-O.C.MAX. LOADING TC LUMBER DESCRIPTION:i� a DWG.I V__2000 2-0-0 LL TC 30 PSF 2X4 #2 KO SYP 9'4 GIRDER 734, DL TC 7 PSF "WCRATICN 2.5 Bc LUMBER2X4 #2 KD SYP ENG.FOR: S�?U ENG. Y; / I(WAY MEMMER OF PLATE AREA: %WC.6x STC LL BC 0 PSF WEBS TRUE TRUSS RCE Proijr3m (_ OF � �-, DL BC 10 PSF 2X4 #3 KD SYP �{E 152 33.33 PROJECT PELLICFR 0525 DATE: 9 ._jun 1988 SCAL£�t4 TOTAL 47 PSF EXCEPT AS MAY OE NOTED iUMBER SHALL BE OF SPECIES b GRADE SPECIFIED,APPROVED EQUAL,OR 51 MAXIMUM PLATE VALUE FOR V 2WO 20 GA. 213 PSI TPI PUBLICATION-HANDLING Er FRECTING WOOD TRUSSES LATEST EU%T CN. _--.�1NUICAI k� WN IIN"J'j,•,.r t-1---.. .. ' THAT OF GREATER STRESS VALUE. 61 APPROVAL NUMBERS UBC 12342 FHA TCB#20.04 SBCC$725174,BOCA 75.24. 101 CLARY CORP.IS NOT RESPONSIBLE FOR OVERALL BUILDING DESIGN.FOR PER MINIMUM SIZE TO BE 1.4,ATTACHED W 2 8D NAILS 8,CTHEPS 2 UNLESS OTHERWISE NGTED THE DESIGN IS BASED ON THE USE OF'DAY 7)TRUSSES DESIGNED FOR LOADS SHOWN ON THIS DRAWING ONLY.PRFCAU MANENT OR TEMPORARY BRACING,SUPPORTS.OR DRAINAGE ES SAME 151 RFPFTITIVF MEMBER BENDING VA1 UfS ARE USED AS SPf CIFIEU tN NATIONAi LUMBER At THE TIME OF FABRICATION.b THE TRUSSES WILL BE USED UNDER TIONS SHALL BE TAKEN TO INSURE THAT THE PLACEMENT H USE OF THIS 111 TRUSS DESIGNS CONFORM TO THE CURRENT IPI DFSK;N SPECIFK;ATIONS DESIGN SPECIF ICA I ION INDSI FOR WOOD CONS I RUC T ION iIATF`jI EDITION DRY CONDITIONS AS SPECIFIED IN NOS(NATIONAL DESIGN STANDARDS). TRUSS CONFORMS WITH THE DESIGN. THE STRUCTURAL DESIGN FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES b IS BASED ON THE UNLESS OTHERWISE NOTED.ALL OTHER LUMBER VALUES ARE PEP THE 31 CONNECTOR PLATES ARE TO BE INSTALLED SYMMETRICALLY ON THE JOINT PARAMETERS SHOWN ARE ALSO APPLICABLE TO SHORTER TRUSSES OF IGEN FABRICATOR FOLLOWING THE RECOMMENDED PRACTICES AS SET FORTH IN LATEST EDITION OF NDS. ON EACH FACE OF TRUSS.PLATE SIZES ARE DELINEATED VERTICAL BY TICAL LOADING Ft CONFIGURATION. THE DUALITY CONTROL MANUAL FROM TPI. 161 NO MEMBERS OF THIS TRUSS SHALL BE CUT HORIZONTAL RUNLESS OTHERWISE NOTEDI 8)SPLICES IN TOP B BOTTOM CHORDS NOT TO OCCUR DIRECTLY ABOVE ONE 121 TC LATERAL BRACING OF TO"O.C.MAX. 17)MINIMUM RECOMMENDED CAMBER- U720 41 PLATING IS FOR AXIAL STRESSES ONLY.ADDITIONAL PLATING FOR HANDL- ANOTHER.SPLICES TO OCCUR±6'OF PANEL 114 POINT. BC LATERAL BRACING OF 10'0"O.C.MAX. 181 TOP CHORD SHALL BE LATERALLY BRACED WITH PROPERLY ATTACHED NG OF TRUSSES IS RESPONSIBILITY OF THE FABRICATOR. 91 INSTALLATION IS THE RESPONSIBILITY OF THE ERECTION CONTRACTOR.SEE 13)8*]INDICATES BEARING PLATE BY OTHERS) PLYWOOD(MIN.3,181(UNLESS OTHERWISE NOTED) -GCNFL3URATLON AND LOADING SPECTFIFO Pf FAPRTCArJP -PLATES rURVFD 5) DEGREES LRE DFLINEATED A:; ,UCH. P.FPFTITIVE MEWFR STRFS;FS Nor U SFD. -THIS rAUss IS DFSTGNED L14LY FOR rw L040s S40AN. PAO'JISID4 FOR THE PAFVENTION OF PO4DTNG 4Uf;r RE MADE AND IS Nor THE RESPONSIBILITY CF THE TRUSS FABRICATOR OR THE CIARY cIP-GRATIO4. RUN r 4-6-13 4-3-3 2-4-0 4-3-3 4-8-13 RUN 1-8-13 i-8-i3 74 PLF 12 Q 7 a44 a44 5x9 4x5 12 y y 7 >u7 2x3 2x3 iso / 164 �, dd- I In Rb 11'i 112 1 1 LD LO 9;.9 9.:+ II MF? r]''lr 5x6 3x8 3x4 20 PLF 3X4 2-4-0 � 9-0-0 � I 9-0-0 rap Be r dEf --1'47 116: .1 i� i-6-0 1-6-0 -1044 9G1 -Pi F- t 20-4-0 - — '-- -90s: 115, -1044 41 -1'47 —p PLATE TYPE SPACING-O.C.MAX. LOADING TC LUMBER DESCRIPTION: DWG.# C1.:�`w V-?-000 2-0-0 LL TC 30 PSF BE:LUMBER 2X4 #2 KD SYP 20 A" H-9 ?34LZ CLARY CORPORATION 2.5 DL Tc 7 PSF 2X4 #2 KD SYP ENG.FOR; ENG.Q 1801 SOUTH GREAT SOUTHWEST PARKWAY MEMBER OF PLATE AREA %IN1a C. sn LL ec 0 PSF w£as TRUE TRUSS S.L1R'.E PPogrim '7 OF IL 1"I PRAIRIE.TEXAS 76061DL BC 10 PSF 2X4 #3 KD SYP 0141"63"0 &+ 310 33.33 F EXCEPT AS MAY BE NOTED PROJECT: DATE: SCALE TOTAL q7 P$ P6(„�..I�ER OS25 6 !un 19�3r3 /i6 I i LUMBER SHALL BE OF SPECIES 6 GRADE SPECIFIED.APPROVED EQUAL,OR 5)MAXIMUM PLATE VALUE FOR V 2000 20 GA. -213 PSL TPI PUBLICATION.HANDLING b ERECTING WOOD TRUSSES!LATEST EDmOt,l •.a r, -Z INDICATES CUNUNUUUb w I tna 5n uNb: _.,, THAT OF GREATER STRESS VALUE. 6)APPROVAL NUMBERS.UBC#2342.FHA TCB#20.04 SBCC X7251.74.BOCA 75.24. 101 CLARY CORP.IS NOT RESPONSIBLE FOR OVERALL BUILDING DESIGN,FOR PER MINIMUM SIZE TO BE 1x4,ATTACHED W 2 SO NAILS -81 OTHERS, ` 2)UNLESS OTHERWISE NGTED THE DESIGN IS BASED ON THE USE OF'DRY' 71 TRUSSES DESIGNED FOR LOADS SHOWN ON THIS DRAWING ONLY.PRECAU- MANENT OR TEMPORARY BRACING,SUPPORTS,OR DRAINAGE OF SAME 151 REPETITIVE MEMBER SENDING VALUES ARE USED AS SPECIFIED IN%A WjtNA L LUMBER AT THE TIME OF FABRICATION.b THE TRUSSES WILL BE USED UNDER TIONS SHALL BE TAKEN TO INSURE THAT THE PLACEMENT B USE OF THIS 11)TRUSS DESIGNS CONFORM TO THE CURRENT TPI DESIGN SPECIFICATIONS DESIGN SPECIFICATION INDS)FOR WOOD CONSTRUCTION:LATEST EDMC4 DRY CONDITIONS AS SPECIFIED IN NDS(NATIONAL DESIGN STANDARDS)- TRUSS CONFORMS WITH THE DESIGN. THE STRUCTURAL DESIGN FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES b IS BASED ON THE UNLESS OTHERWISE NOTED ALL OTHER LUMBER VALUES ARE PER THE 31 CONNECTOR PLATES ARE TO BE INSTALLED SYMMETRICALLY ON THE JOINT PARAMETERS SHOWN ARE ALSO APPLICABLE TO SHORTER TRUSSES OF WEN FABRICATOR FOLLOWING THE RECOMMENDED PRACTICES AS SET FORTH IN LATEST EDITION OF.NOS. ON EACH FACE OF TRUSS.PLATE SIZES ARE DELINEATED VERTICAL BY TICAL LOADING b CONFIGURATION. THE QUALITY CONTROL MANUAL FROM TPI, I&NO MEMBERS OF THIS TRUSS SHALL BE CUT HORIZONTAL.(UNLESS OTHERWISE NOTED) 81 SPLICES IN TOP b BOTTOM CHORDS NOT TO OCCUR DIRECTLY ABOVE ONE 121 TC LATERAL BRACING OF 3'0"O.C.MAX. 17)MINIMUM RECOMMENDED CAMBER= Lr720 41 PLATING IS FOR AXIAL STRESSES ONLY.ADDITIONAL PLATING FOR HANDL- ANOTHER.SPLICES TO OCCUR±6"OF PANEL 114 POINT. BC LATERAL BRACING OF 10'0"O.C.MAX, 181 TOP CHORD SHALL BE LATERALLY BRACED WITH PROPERLY ATTACHED MIG OF TRUSSES Uri RESPONSIBILITY OF THE FABRICATOR. 91 INSTALLATION S THE RESPONSIBILITY OF THE ERECTION CONTRACTOR.SEE 13)®INDICATES BEARING PLATE IBY OTHERS) PLYWOOD(MIN.318")(UNLESS OTHERWISE NOTEDI -CONFIGURATION AND LOADING SPECIFIFO Be FARPTCAT911 -PLATES TURNED 90 DEBRFES ARF DELINEATED AS -REPETITIVE MEMBER STRESSES NOT USFO, -JACKS ARF TO BF 2x4 TOP. 2x4 ROT. JACKS WITH SPANS GREATER THAN R-i-i MUST BE SPECIALLY DESIGNED. 3-10-8 3-1-8 3-2-0 3-2-0 3-1-8 3-10-8 H- -- ----;— —P ; 166.5 PLF 74 PLF j' 74 PLF 7-t�--0 180 129f 129f 12 7 509 5;7 504 4x8 3X4 4x8 W W W 12 2aRAXi y2x3 2x3 Ln / 13�I d , v � � 66 726 726 66 T T LIE1946 1946 IT [.'..51 56Y [3.5J 56z 3x7 7 �LF 45 PLF 20 PLF 3x7 7x8 4x8 514f 514f 7-0-0 6-4-0 7-0-0 Forcer,IL--R) Top ROT WEBS -3467 2944 --2'9 -3U47 3006 Si27 -2805 2944 -3"' 20-4-0 -2805 -3A9 -3247 1127 -3467 -23-,, r 1 Truss designed to support 7-0-0 jack system with Outrigger MAX PP Live Load Deflection=1/16 in BOT Panel#2 PLATE TYPE: SPACING-O.C.MAX. LOADING TC LUMBER DESCRIPTION: DWG.7 1"w V�000 2-0-0 LL TC 30 pSF 2X4 #2 KD 5YP 20'4" H-7 '73422 CLARY CORPORATION 2.5 DL TC 7 PSF BC LUMBER2X6 #1 DS KD SYP ENG.FOR: ENG. !1 �`C 1801 SOUTH GREAT SOUTHWEST PARKWAY MEMBER OF LL BC 0 PSF TRUE TRUSS S66URCF Program 0 GRAND PRAIRIE,TEXAS 75051 PLATE AREA: %INC.for STL WEBS DL BC 10 PSF 2X4 #3 KD 5YP PROJECT; DATE: SCALE- 0141%03"0 CALE0141%03"0 436 33.33 TOTAL 47 PsF EXCEPT AS MAY BE NOTED PELLICFR 0925 8 Jun 1989 1/4 t LUMBER SHALL BE OF SPECIES b:RADE SPECIFIED.APPROVED EQUAL,OR 51 MAXIMUM PLATE VALUE FOR V 2000 20 GA 213 PSI TPI PUBLICATION 14ANDI INGb ERFCfIN(,WOOD TRUSSES II Alf S,t EDINUN; 4 V INDICATES IATFPAt BPA';%`;A THAT OF GREATER STRESS.VALUE. 61 APPROVAL NUMBERS.UPC 12342.FHA TCB 12004 SBCC 47251 74,BOCA 7524 101 CLARY CORP IS NOT RESPONSIBLE FOR OVERALI BUILDING DESIGN,FOR PER MINIMUM SIZF TO BE 1.4 ATTACHED W 2 8D NARC 8, GTHFPS b UNLESS OTHERWISE Nl3TED THE DESIGN 15 BASED ON THE USE OF'DRY' 7)TRUSSES DESIGNED FOR LOAD$SHOWN ON THIS DPAWING ONLY.PRECAU MANENT OR TEMPORARY BRACING,SUPPORTS,OR DRAINAGE Of SAME- 15)RFPFT ITIVE MEMBER BFNDINC,VAI IA',ARE USFU A SPFCVE IED M N4'7(Y�;Ay LUMBER AT THE TIME OF FABRICATION,b THE TRUSSES WILL BE USED UNDER TIONS SHALL BE TAKEN TO INSURE THAT THE PLACEMENT R USE OF THIS 111 TRUSS DESIGNS CONFORM TO THE CURRENT TPI DESIGN SPFCM ICA TIONS DESIGN SPECIFICA TION INDSI FOR WOOD CONS I RUC I ION 0.ATF5T EOI7Rj% DRY CONDITIONS AS SPECIFIED IN NDS(NATIONAL DESIGN STANDARDS). TRUSS CONFORMS WITH THE DESIGN. THE STRUCTURAL DESIGN FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES b IS BASED ON THE UNLESS OTHERWISE NOTED.ALL OTHER LUMBER VALUES ARE PER THE 31 CONNECTOR PLATES ARE TOBE INSTALLED SYMMETRICALLY ON THE JOINT PARAMETERS SHOWN ARE ALSO APPLICABLE TO SHORTER TRUSSES OFJDEN- FABRICATOR FOLLOWING THE RECOMMENDED PRACTICES AS SET FORTH IN LATEST EDITION OF NDS. ON EACH FACE OF TRUSS.PLATE SIZES ARE DELINEATED VERTICAL BY TICAL LOADING b CONFIGURATION. THE QUALITY CONTROL MANUAL FROM TPI, 16)NO MEMBERS OF THIS TRUSS SHALL BE CUT. HORIZONTAL(UNLESS OTHERWISE NOTEDI 8 SPLICES IN TOP b BOTTOM CHORDS NOT TO OCCUR DIRECTLY ABOVE ONE 12)TC LATERAL BRACING OF TO'D.C.MAX. 171 MINIMUM RECOMMENDED CAMBER= Ln20 41 PLATING IS FOR AXIAL STRESSES ONLY.ADDITIONAL PLATING FOR HANDL- ANOTHER.SPLICES TO OCCUR±6'OF PANEL 114 POINT, 8C LATERAL BRACING OF 107 O.C.MAX. 18)TOP CHORD SHALL BE LATERALLY BRACED WITH PROPERLY ATTACHED ING OF TRUSSES IS RESPONSIBILITY OF THE FABRICATOR. 91 INSTALLATION IS THE RESPONSIBILITY OF THE ERECTION CONTRACTOR.SEE 131®INDICATES BEARING PLATE(BY OTHERS) PLYWOOD IMIN.318.1(UNLESS OTHERWISE NOTED) --CONFIGURATIUN AND LOADING SPECIFIFD 9f FAB9ICAT09 -PLATES TURNED 90 DEGRFES ARE DELINEATED AS 5Lc4. -REPETITIVE NEWER STRFSSFS NOT USEb. -THIS TRUSS IS DESIGNED ONLY FOR THF. LOADS SHOON. PROVISION FOR THE PRFVENTIDN OF PONDING MUST 8E MADE Atm IS NOT THE RESPONSIBILITY OF THE TRUSS FABRICATOR OR THE C1ARY CORPORATION. RUN F-_ -:------� —� 4-8-13 4-3-3 4-0-0 4-3-3 4-8-13 RUN - ---: 1-8-13 1-8-i3 74 PLF 12 7 3S`b Pjb 12 5x9 4x6 Wt W �,� '•'z 7 2x3 2x3 164 164 L ul - Fib 128 128 8b 4 4 I!") ED 1009 1009 3x4 5X6 3x8 3x4 20 PLF 9-0-D 4-0-0 9-0-0 Fomes Too 90T NEP; --150' 1297 -p •1199 1031i -.911 1-6-0 6 22-0-0 1-6-� -10?5 1297 •1 -1199 294 •31' PLATE TYPE- SPACING-O.C.MAX. LOADING TC LUMBER DESCRIPTION: DWG.l ' " CiLn �iw V„_2000 2-0-0 LL TC 30 PST 2X4 02 KD SYP 220H-9 7 4ZZ, MAPY CORPORATION 2.9 DL TC 7 PSF BC LUMBER 2X4 #2 KD SYP ENG.FOR: ENG.SI�IURGE Program 1801 SOUTH GREAT SOUTHWEST PARKWAY MEMBER OF LL 8C 0 PSF WEBS TRUE TRUSS 9 OF /S GRAND PRAIRIE.TEXAS 76051 PLATE AREA: %INC.tOl STL R14T 5863840 A" 318 33.33 DL10 PSF 2X03 KD SYP PROJECT: PELLICER 0525 °A a .Jun 1988 5���/16 TOTAL 47L � PSF EXCEPTT AS MAY @E NOTED �/tUMBERA`F TH£TIMEOfFABRNAT"'.b THE TRUSSES WILL BEUSEDUNDE'R TPDNS SHALL RE TAKEN TO INSURE THAT THE PLACEMENT 6 USE OF Th'. DRY CONDITIONS AS SPECIFIED IN NOS(NATIONAL DESIGN STANDARDS}, TRUSS CONFORMS WITH THE DESIGN. THE STRUCTURAL DESIGN 3)CONNECTOR PLATES AAE TO BE INSTALLED SYMMETRICALLY ON THE JOINT PARAMETERS SHOWN ARE ALSO APPLICABLE TO SHORTER TRUSSES OF ISN FABRICAT(Jh, ON EACH FACE OF TRUSS,PLATE SIZES ARE DELINEATED VERTICAL BY TICAL LOADING H CONFIGURATION, THE DUALITY CONTRIX,... HORIZONTAL.ANLESS OTHERWISE NOTED) 8)SPLICES IN TOP B BOTTOM CHORDS NOT TO OCCUR DIRECTLY ABOVE ONE 12)TC LATERAL BRACING OF 3'0'Ol. _ 41 PLATING 6 FOR AXIAL STRESSES ONLY,ADDITIONAL PLATING FOR HANOL- ANOTHER.SPLICES TO OCCUR±6"OF PANEL I A POINT. BC LATERAL BRACING OF 10'O'O.C.MAX. ING OF TRUSSES IS RESPONSIBILITY OF THE FABRICATOR 91 INSTALLATION IS THE RESPONSIBILITY OF THE ERECTION CONTRACTOR,SEE 131 RE INDICATES BEARING PLATE MY OTHERS! •L:PNFTGUPATZON AND LUAU— PLATES FURNED #C 'UESRFES ARF u- -111.17PET2TIVE HE!PFR SFPF6'"17S NOT USFO. ,JACKS APF TO RE ?.x4 TO", rx4 PL'T. At;KS WITH SPANS (=RFATEP THAN P.1-1 muss PF SOECTALLY DEST>NEO. 3-10-8 3-1--8 4-0-0 4--0-0 3--1-8 3-10-8 166., PLF ' # i 74 PLF 74 PLF 7A-0 15-] 1'9# 1"'>T 12 57P 666 571 7 12 4x9 3x4 4x9 ?4° X4a 7 (to 2x3 2x3 �T 4. f v 66 76 76' 66 UT I ( Pip..'. h1'I,. {'.`lfliy r, �IEiY 3x8 7x8 4x8 3x8 �O OLF 45 PLF "LF 7-0-0 8--0-0 7--0-0 14# rias FJ� F^T AEP'! �arr,7 .,Oar ip�4 22-0- i07 °r96 -4E7 --e --467 ••?"L77 17'A 1 Truss designed to support 7-0--0 jack system with Outrigger MAX PP Live Load Deflection-2/16 in 80T Panel#2 PLATE TYPE: SPACING-O.C,MAX. LOADING TC LUMBER DESCRIPTION: DWG R-7 .��� i�rr��'V '0" .a�►• Y 2000 2-0-Q LL TC '� PSF 2X4 #2 KD SYP 22 -" gATION 2.9 OL TC 7 PSF BC LUMBER 2X6 #1 Ds KD SYP ENG.FOR: ENG.Bx. MEMBER OF ac 0 PSF TRUE TRUT 5YNJRt.F Pr,fi.-i , /0 OF PLATE AREA: INC.%IIIckr STL WEBS 464 33.33 DL BC 10 PSF 2X4 #3 KD SYP PROJECT: DATE: SCALE: TOTAL 47 PSF EXCEPT AS MAY BE NOTED pE� XG(R {T)21 R lLii1 19 141i .1/115 2y UNLESS PTHERWISE NHTED THE DESIGN IS BASED ON THE USE OF'DRY' 71 TRUSSES DESIGNED FOR LOADS SHOWN ON THIS DRAWING ONLY. LUMBER AT THE TIME OF FABRICATKNII,B THE TRUSSES WILL BE USED UNDER TIONS SHALL BE TAKEN TO INSURE THAT THE PLACEMENT B USE OF THIS DRY CONDITIONS AS SPECIFIED IN NOS NATIONAL DESIGN STANDARDS). TRUSS CONFORMS WITH THE DESIGN THE STRUCTURAL DESIGN FOR UGHI 31 CONNECTOR PLATES ARE T4 BE INSTALLED SYMMETRICALLY ON THE JOINT PARAMETERS SHOWN ARE AL-50 APPLICABLE TO SHORTER TRUSSES OF LOEN FABRICATOR FOLLOWw. ON EACH FACE OF TRUSS.PLATE SIZES ARE DELINEATED VERTICAL BY TICAL LOADING 6 CONFIGURATION. THE QUALITY CONTROL MANUAL f i u, HORIZONTAL RUNLESS OTHERWISE NOTED) 8)SPLICES IN TOP 6 BOTTOM CHORDS NOT TO OCCUR DIRECTLY ABOVE ONE 121 TC LATERAL BRACING OF 3'0'O.C.MAX. 41 PLATING IS FOR AXIAL STRESSES ONLY.ADDITIONAL PLATING FOR HANDL- ANOTHER.SPLICES TO OCCUR a,B'OF PANEL 114 POINT. BC LATERAL BRACING OF 10'0'O.C.MAX. ING OF TRUSSES IS RESPONSIBILITY OF THE FABRICATOR, 9)INSTALLATION 6 THE RESPONSIBILITY OF THE ERECTION CONTRACTOR.SEE 13)®INDICATES BEARING PLATE(BY OTHERS) -CONfIGLIAATIQN AND LOdDING SPECIFIED 7> . -PLATE'S TUPWO 90 DEGREES APF DELINEATED AS RUN h- 7--2-5 6-8--11 1 6-8-11 1-8-13 l_ 74 PL F 12 04 7 49H 504 504 ,y 12 2X3 T' 7 255 255 LST 91 SE12 19� 91 1792 1 P.. (3.5]4'Y (9.143V 20 PLF FO^cea IL�-R1 3x4 x6 3x4 TDO Nor WEP': �19116 1602 4?t -SG1R 1094 647 9-5-3 8-11-10 -1618 1602 647 -431 1-6-0 27-10-0 F— 4 MAX PP Live Load Deflection-t/16 in BOT Panel#2 10 10 PLATE TYPE SPACING-O.C,MAX, LOADING TC LUMBER DESCRIPTION: DWG.I cIIA�i•�. YV__2000 2-0-0 LL TC 30 ESE 2X4 #2 KO SYP 27'10" COMMONS 7 _ BC LUMBER `v 41-OAPOA PARMAy 2.5 LL2X4 0 PSF 2X4 #2 KD SYP ENG.FDR TRUF TRUSS ENG�&JRCF Program -A--�sr PARKWAY McMaEn OF PLATE AREA: x K.to Sn fid 188 33.33 DL BC 10 PSF WERS 2X4 #3 KO SYP PROJECT, DATE: SCA` TOTAL 47 PSF EXCEPT AS MAY BE NOTED PELLICER 0925 R _an 19Hf3 rl 14 11 LUMBER SHALL BE OF SPECIES 6 GRADE SPECIFIED,APPROVED EQUAL,OR 5)MAXIMUM PLATE VALUE FOR V 2000 20 GA - 213 PSI. TPI PUBLICATION HANDLING b ERECTING WOOD TRUSSES IIATEST EDITION,. �,%C--iND1CATES CUNTiNUUUS u ttnnL I ­­ — -, THAT OF GREATER STRESS VALUE, 61 APPROVAL NUMBERS.UBC 12342,FHA TC8 420.07 SBCC 17251 74,BOCA 7524. 101 CLARY CORP.IS NOT RESPONSIBLE FOR OVERALL BUILDING DESIGN,FOR PER MINIMUM SIZE TO BE 1x4,ATTACHED W 2 8D NAILS.!8V OTHERS`- 21 UNLESS OTHERWISE NOTED THE DESIGN IS BASED ON THE USE OF'DRY' 7)TRUSSES DESIGNED FOR LOADS SHOWN ON THIS DRAWING ONLY.PRECAU MANENT OR TEMPORARY BRACING,SUPPORTS,OR DRAINAGE OF SAME 151 REPETITIVE MEMBER BENDING VALUES ARE USED AS SPECIFIED IN NA T',C)NA L LUMBER AT THE TIME OF FABRICAT",Et THE TRUSSES WILL BE USED UNDER TIONS SHALL BE TAKEN TO INSURE THAT THE PLACEMENT 8 USE OF THIS 111 TRUSS DESIGNS CONFORM TO.THE CURRENT TPI DESIGN SPECIFICATIONS DESIGN SPECIFICATION INDS)FOR WOOD CONSTRUCTION!LATEST EDITION DRY CONDITIONS AS SPECIFIED IN NDS(NATIONAL DESIGN STANDARDS). TRUSS CONFORMS WITH THE DESIGN. THE STRUCTURAL DESIGN FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES 6 IS BASED ON THE UNLESS OTHERWISE NOTED.ALL OTHER LUMBER VALUES ARE PER THE 31 CONNECTOR PLATES ARE TO BE INSTALLED SYMMETRICALLY ON THE JOINT PARAMETERS SHOWN ARE ALSO APPLICABLE TO SHORTER TRUSSES OF ADEN- FABRICATOR FOLLOWING THE RECOMMENDED.PRACTICES AS SET FORTH IN LATEST EDITION OF NOS. ON EACH FACE OF TRUSS.PLATE SIZES ARE DELINEATED VERTICAL BY TICAL LOADING B CONFIGURATION. THE DUALITY CONTROL MANUAL FROM TPI 161 NO MEMBERS OF THIS TRUSS SHALL BE CUT. HORIZONTAL(UNLESS OTHERWISE NOTED) 61 SPLICES IN TOP 8 BOTTOM CHORDS NOT TO OCCUR DIRECTLY ABOVE ONE 12)TC LATERAL BRACING OF TO"O.C.MAX. 171 MINIMUM RECOMMENDED CAMBER= L/720 41 PLATING IS FOR AXIAL STRESSES ONLY.ADDITIONAL PLATING FOR HANDL ANOTHER.SPLICES TO OCCUR a 6'OF PANEL 1 A POINT, BC LATERAL BRACING OF 10'0.O.C.MAX. IS TOP CHORD SHALL BE LATERALLY BRACED WITH PROPERLY ATTACHED ING OF TRUSSES IS RESPONSIBILITY OF THE FABRICATOR. 91 INSTALLATION IS THE RESPONSIBILITY OF THE ERECTION CONTRACTOR.SEE 131®INDICATES BEARING PLATE(BY OTHERS) PLYWOOD(MIN.3181(UNLESS OTHERWISE NOTEDI --CONFIGURATION AND LOADING SDECIFIFO P( FAFIRTCATO4 PLATES TURNED 90 DEGRFES ARF DELINEATED AS HULA. -THIS TRUSS IS DESIGNED ONLY FOR THE. LOADS `14OWN. PROVISION FOR THE PREVENTION OF PONDING NUST RE MADE AND IS NOT TF$ RFSP04SISTLITY OF THF TRUSS FABRICATOR OR THE C1ARY CORPORATION. 1-10-0 6-8-13 6-3--3 6-3-3 6-8-13 RUN F- ---; I -. RUN 74 PLF 1-8-13 1-B-13 12 3DD3cD v7 5x12 4x6 12 470 470 7v Ln 3x4 3x4 y n 64 127 81 81 127 64 T t 11) < IIT 128 12R 12 =1 (3.51 43V [3.F]43V Q � m x10 3x4 20 "LF 3x4 5x X (U 0-0 6-8-i3 6--3-3 1-16-3-3 6--8-13 Forces'L--R1 TOD ocT NEP' -1942 1617 127 1-6-0 1-6-0 -1?11 1617 --5P4 27-10-0 -11R4 i1R 1 1110 -1711 1617 0 -1942 1677 .=.vc -584 127 2 MAX PP Live Load Deflection-1/16 in BOT Panel#2 PLATE TYPE: SPACING-O.C.MAX. LOADING TC LUMBER DESCRIPTION: DWG. V__2000 2-0-0 LL TC 30 PSF 2X4 #2 KD SYP 27'10" 4-13 73.421 CORPORATION CORPORATIO2.5 BC LUMBER DL TC 7 PSF 2X4 #2 KD SYP ENG.FOR: EN 61Y 1801 SOUTH GREAT SOUTHWEST PARKWAY MEMBER Of LL BC 0 PSF TRUE TRUSS NiiURC;F Program �Z OF IS GRAND PRAIRIE,TEXAS 75051 PLATE AREA: %INC.for STL WEBS 408 T 33.33 10 PsF 2X4 #3 KD SYP PROJECT: DATE: SCALE Q7+) �+o ,.,,,,�, OTAL 47 PSF EXCEPT AS MAY BE NOTED PELLICER 0525 8 Jun 19991 5ea /A LUMBER SHALL BE OF SPECIES&GRADE SPECIFIED.APPROVED EQUAL,OR 51 MAXIMUM PLATE VALUE FOR V2000 20 GA 213 PSI TPI PUBLICATION HANDLING FI ERH;I LNG WOOD TR'SSE`.;IIATIS1 HW!O%+ a 'b 9N �INOICAUOjai 1N '1 YS, ,Ic.nnt -1, ,a. ,. -. THAT OF.GREATER STRESS VALUE. 61 APPROVAL NUMBERS:UBC 41342.FHA TCR#20.04 SBCC 17251 74,BOCA 7524. 101 CLARY CORP.IS NOT RESPONSIBLE FOR OVERALL BUILDING,DESIGN.FOR PER f MINIMUM SIZE TO BE 1x4,ATTACHED W 2 8D NAILS B�/OTNF.PS A UNLESS QTHERWISE NOTED THE DESIGN IS BASED ON THE USE OF'DRY' 71 TRUSSES DESIGNED FOR LOADS SHOWN ON THIS DRAWING ONLY.PRECAU MANENT OR TEMPORARY BRACING,SUPPORTS,OR DRAINAGE OF SAME 151 REPETITIVE MEMBER BENDING VALUES ARE USED AS SPECIFIED N NATIONAL LUMBER AT THE TIME OF fABR1CATIOtf Et THE TRUSSES WILL BE USED UNDER TIONS SHALL BE TAKEN TO INSURE THAT THE PLACEMENT EI USE OF THIS 111 TRUSS DESIGNS CONFORM TO THE CURRENT TPI DESIGN SPECIFICATIONS DESIGN SPECIFICATION INDSI FOR WOOD CONSTRUCTION!LATEST EDITION DRY CONDITIONS AS§PECIFIED IN NDS(NATIONAL DESIGN STANDARDSI. TRUSS CONFORMS WITH THE DESIGN. THE STRUCTURAL DESIGN FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES 8 IS BASED ON THE UNLESS OTHERWISE NOTED.ALL OTHER LUMBER VALUES ARE PER THE 31 CONNECTOR PLATES ARE TO BE INSTALLED SYMMETRICALLY ON THE JOINT PARAMETERS SHOWN ARE ALSO APPLICABLE TO SHORTER TRUSSES OF[DEN FABRICATOR FOLLOWING THE RECOMMENDED PRACTICES AS SET FORTH IN LATEST EDITION OF NOS. ON EACH FACE OF TRUSS.PLATE SIZES ARE DELINEATED VERTICAL BY TICAL LOADING Ft CONFIGURATION. THE OUALITY CONTROL MANUAL FROM TPI. 161 NO MEMBERS OF THIS TRUSS SHALL BE CUT. HORIZONTAL.NNLESS OTHERWISE NOTED 81 SPLICES IN TOP B BOTTOM CHORDS NOT TO OCCUR DIRECTLY ABOVE ONE 12)TC LATERAL BRACING OF 3'0'O.C.MAX. 171 MINIMUM RECOMMENDED.CAMBER= U720 41 PLATING IS FOR AXIAL STRESSES ONLY.ADDITIONAL PLATING FOR HANOL ANOTHER.SPLICES TO OCCUR±6"OF PANEL 114 POINT, BC LATERAL BRACING OF 10'0'O.C.MAX. 181 TOP CHORD SHALL BE LATERALLY BRACED WITH PROPERLY 4TTACHED ING OF TRUSSES S RESPONSIBILITY OF THE FABRICATOR. 91 INSTALLATION IS THE RESPONSIBILITY OF THE ERECTION CONTRACTOR.SEE 131®INDICATES BEARING PLATE(BY OTHERSI PLYWOOD(MIN.318"1 IUNLESS OTHERWISE NOTEDI •CONFIGURATION AND LOADING SPECIFIED Elf FABRICATOR -PLATES FUR4EO 90 DEGREES ARF DELINEATED AS x;UC4. -THIS TRUSS IS DESIGNED ONLY FOR TFC LOAD': 940AN. PROVISION FOR THE PPFVENTI04 OF PONDING 4UST BF NAM AND IS NOT THE EIFSPONSIRILITY OF TNF TRUSS FABRICATOR OR THE C1ARY CORPORATIO4. 5-8-13 5-3-3 5-10-0 5-3--3 5-8-13--� RUN 74 PLF RUN 1-----�------� 1-----; 1-8-13 1-8-13 12 411 411 q 7 y y 125x9 4 x 6 8qG 3qe 7 v En 3x4 3x4 Poi 201 C y 1 54 107 111 131 107 54 L0In t _ _I 1282 128, [3.5)43Y m 3X8 3X4 [3 5)43r 3X4N 5X6 X 20 PLF N 5-8-13 5-3-3 5-10-0 5-3-3 5-8-13 �' ---T —' -1 Forces FL-iTl fop OOT NEBs 1-6-0 1-6-0 -20'5 1757 101 27-10-0 -1557 1757 -490 -1345 1344 ?.13 -1557 1757 1 -2035 1757 313 -490 107 2 MAX PP Live Load Deflection-l/16 in 80T Panel#2 C` CZZ PLATE TYPE: SPACING-O.C.MAX. LOADING TC LUMBER 2X4 #2 KD SYP DESCRIPTION: 27,10 a H-11 DWG.r _AV 0 v,.,a000 2-0-0 7-34 Z Z LL TC �� PSF BC LUMBER CLARY CORPORATION 2.9 DL TC 7 PSF 2X4 #2 KD SYP ENG.FOR: ENG. 1801 SOUTH GREAT SOUTHWEST PARKWAY MEMBER OF PLATE AREA: %INC.Tot STL LL BC 0 PSF WEBS TRUE TRUSS �bURCE Pro gram �� OF /CJ GRAND PRAIRIE.TEXAS 75051 DL BC 10 PSF 2X4 #3 KD SYP Q1M SM3 40 .drat PROJECT: DATE: SCALE e,�ir e�e� 366 33.. 3 TOTAL 47 PSF EXCEPT AS MAY BE NOTED PELLICER 0525 8 -)an 1999 1/8 1+LUMBER SHALL BE OF SPECIES b GRADE SPECIFIED.APPROVED EQUAL.OR 5)MAXIMUM PLATE VALUE FOR V-2000 20 GA. 213 PSL TPI PUBLICATION.HANDLING b ERECTING WOOD TRUSSES(LATEST EDITION). 14,C-:;INDICATES CONTINUOUS LATERAL BRAL$NU Al LUtnnuN bnv v THAT OF GREATER STRESS VALUE. 61 APPROVAL NUMBERS.UBC 02342,FHA TCB 020.06 SBCC 1725174,BOCA 7524. 101 CLARY CORP.IS NOT RESPONSIBLE FOR OVERALL BUIL DING DESIGN,FOR PER MINIMUM SIZE TO BE 10.ATTACHED W1 80 NAILS 18Y OTHERS 21 UNLESS OTHERWISE NbTED THE DESIGN IS BASED ON THE USE OF'DRY' A TRUSSES DESIGNED FOR LOADS SHOWN ON THIS DRAWING ONLY.PRECAU MANENT OR TEMPORARY BRACING,SUPPORTS,OR DRAINAGE OF SAME. 15)REPETITIVE MEMBER BENDING VALUES ARE USED AS SPECIFIED tt,Nt-T-ONA,, LUMBER AT THE TIME OF FABRICATKK b THE TRUSSES WILL BE USED UNDER TIONS SHALL BE TAKEN TO INSURE THAT THE PLACEMENT b USE OF THIS 111 TRUSS DESIGNS CONFORM TO THE CURRENT TPI DESIGN SPECIFICATIONS DESIGN SPECIFICATION INDS)FOR WOOD CONSTRUCTION iLATEST EDITION DRY CONDITIONS AS$PECIFIED IN NOS(NATIONAL DESIGN STANDARDSI. TRUSS CONFORMS WITH THE DESIGN, THE STRUCTURAL DESIGN FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES b IS BASED ON THE UNLESS OTHERWISE NOTED.ALL OTHER LUMBER VALUES ARE PER THE 31 CONNECTOR PLATES ARE TO BE INSTALLED SYMMETRICALLY ON THE JOINT PARAMETERS SHOWN ARE ALSO APPLICABLE TO SHORTER TRUSSES OF[DEN FABRICATOR FOLLOWING THE RECOMMENDED PRACTICES AS SET FORTH IN LATEST EDITION OF NOS, ON EACH FACE OF TRUSS.PLATE SIZES ARE DELINEATED VERTICAL BY TICAL LOADING b CONFIGURATION. THE DUALITY CONTROL MANUAL FROM TP. 16)NO MEMBERS OF THIS TRUSS SHALL BE CUT. HORIZONTAL(UNLESS OTHERWISE NOTED( 81 SPLICES IN TOP b BOTTOM CHORDS NOT TO OCCUR DIRECTLY ABOVE ONE 12)TC LATERAL BRACING OF 3'0'O.C.MAX. 171 MINIMUM RECOMMENDED CAMBER= LI720 41 PLATING 6 FOR AXIAL STRESSES ONLY.ADDITIONAL PLATING FOR HANDL ANOTHER.SPLICES TO OCCUR f 6-OF PANEL 1l4 POINT. BC LATERAL BRACING OF 10'0"O.C.MAX. 18)TOP CHORD SHALL BE LATERALLY BRACED WITH PROPERLY 4TTACHED ING OF TRUSSES 5 RESPONSIBILITY OF THE FABRICATOR. 91 INSTALLATION IS THE RESPONSIBILITY OF THE ERECTION CONTRACTOR.SEE 131®INDICATES BEARING PLATE(BY OTHERS) PLYWOOD(MIN.318')(UNLESS OTHERWISE NOTED) -CONFIGURATION AND LOADING SPECIFIFD H! FAR9ICATOR PLATES TURNED 90 DEGREES ARE DELINEATED AS SUCH. -THIS TRUSS IS DESIGNED 04LY FOR rWF LOADS SHOMN. PROVISION FOR THE PREVENTION OF PONDING MUST BE MADE AND IS NOT THE. OFSDOWT13TLITY OF THE TRUSS FABRICATOR OR THE C1ARY CORPORATION. 4-B-13 4-8-13 74 PLF 4-3-3 4-11-0 4-11'0 4-3-3 RUN H �----i --� -4 RUN 1-8-13 1-8-13 12 ?40 3b4 340 a 7 d' y d' 12 322 322 7 F' 4x6 3x4 4x6 y L 2 x 3 2X3 164 164 I W W r` Bb 197 187 Bb LLT In �. .�. IS 21 sT Q S2H2 12a� 3x4 5x8 3x8 3x4 (3.g"il43Y 1? 5)4?r 2O PLF F 9-0-0 } 9-SO-0 9-0-0 � 1-6-0 1-6-0 Too on MER,27-10-0 —i 2047 1767 ?1? -174? 1615 7?9 -1505 1767 -250 .150b --250 -1743 5?9 •2047 -313 2 MAX PP Live Load Deflection-l/16 in 90T Panel#2 ;emej PLATE TYPE SPACING-O.C.MAX. LOADING TC LUMBER DESCRIPTION: 27•10" H-9 DWG.I CLI"���! V-12000 2-0-0 30 PSF 2X4 #2 KD SYP 73422 CLARY COAPOAATION 2.5 LL TC 7 PSF BC(UMBER 2X4 #2 KD SYP ENG.FOR: ENG. 1801 SOUTH GREAT SOUTHWEST PARKWAY MEMBER OF PLATE AREA %INC.VSTL LL BC 0 PSF ,mss TRUE TRUSS S��TUR(,E Program �9- of /s GRAND PRAIRIE TEXAS 75051 DL BC 10 PSF 2X4 #3 KD SYP PROJECT: DATE: SCAL 014 Q3"0 320 33.33 TOTAL 47 48F f7LS�PTA$MAYBENOTED PELLICER 0929 8 ,Jun 19913 �/8 0 w a d O � O h ^ oma- 'a Ila .a 0-0 d hyy �H ` N C3 G m tU ,� CD TIM yl W @ 4Y��Sm c 're+ G• -y3 x �4��� in m t 1 tt•-. .d-+ a J J m g �aYS a u c X tD rt.. 0 > N 6 Its > t a a .a ; Q Ott V i Qt O y's of a gI si1 � � 4 0 1O iltu a ✓Dio $�? to OVA oto' r+ 4 Z G W a�dO N a�MUSIC, a r > W Z WN O IC,� Q aa� osa ca o'CtgcWNN 1aqs !r i0ceR' aW s o Wt�y ¢g `ti t=S•p�j Q N���' njo S� %s a I.. % o �oil a�� , Qon ry 1'LUMBER SHALL BE QF SPECIES 8 GRADE SPECIFIER APPROVED EQUAL,OR 51 MAXIMUM PLATE VALUE FOR V 2000 20 GA. - 213 PSI. r�., TPI PUBLICATION HANDLING&ERECTING WOOU TRUSSES ILA TEST EDITION; 14 C-J INDICATES CONTINUOUS LATERAL BRACING AT LOCA T:QN i•u;,V". TNA,=OF GREATER STRESS VALUE. 61 APPROVAL NUMBERS UBC 12342,FHA TCB 120.04,SBCC 1725174,BOCA 7524, 101 CLARY CORP.15 NOT RESPONSIBLE FOR.OVERALL BUILDING DESIGN,FOR PER MINIMUM SIZE TO BE 1.4 ATTACHED W 2 BD NAILS 'P:CTNEPS 21 UNLESS OTHERWISE NOTED THE DESIGN IS BASED ON THE USE OF'DRY' 7)TRUSSES DESIGNED FOR LOADS SHOWN ON THIS DRAWING ONLY.PRECAU MANENT OR TEMPORARY BRACING,SUPPORTS,OR DRAINAGE OF SAME. 15)REPETITIVE MEMBER BENDING VALUES ARE USED AS SPECIFIED IN`,,APONAL LUMBER AT THE TAA OFfABRLCATION,&THE TRUSSES WILL BE USED UNDER TIONS SHALL BE TAKEN TO INSURE THAT THE PLACEMENT&USE OF THIS 11)TRUSS DESIGNS CONFORM TO THE CURRENT TPI DESIGN SPECIFICATIONS DESIGN SPECIFICATION INDS)FOR WOOD CONSTRUCTION(LATEST EDITION. DRY CONDITIONS AS SPECIFIED IN NOS(NATIONAL DESIGN STANDARDS). TRUSS CONFORMS WITH THE DESIGN. THE STRUCTURAL DESIGN FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES&IS BASED ON THE UNLESS OTHERWISE NOTED.ALL OTHER LUMBER VALUES ARE PER THE 3)CONNECTOR PLATES ARE TO BE INSTALLED SYMMETRICALLY ON THE JOINT PARAMETERS SHOWN ARE ALSO APPLICABLE TO SHORTER TRUSSES OF IDEM FABRICATOR FOLLOWING T14E RECOMMENDED PRACTICES AS SET FORTH IN LATEST EDITION OF NDS. ON EACH FACE OF TRUSS.PLATE SIZES ARE DELINEATED VERTICAL BY TICAL LOADING&CONFIGURATION. THE OUALITY CONTROL MANUAL FROM TPL 161 NO MEMBERS OF THIS TRUSS SHALL BE CUT. HORIZONTAL[UNLESS OTHERWISE NOTED) 19 SPLICES IN TOP&BOTTOM CHORDS NOT TO OCCUR DIRECTLY ABOVE ONE 121 TC LATERAL BRACING OF 3T O.C.MAX. 17)MINIMUM RECOMMENDED CAMBER = L1720 41 PLATING IS FOR AXIAL STRESSES ONLY.ADDITIONAL PLATING FOR HANDL ANOTHER.SPLICES TO OCCUR 16"OF PANEL iW POINT. BC LATERAL BRACING OF 1010.O.C.MAX. 18)TOP CHORD SHALL BE LATERALLY BRACED WITH PROPERLY ATTACHED ING OF TRUSSES IS RESPONSIBILITY OF THE FABRICATOR. 9$MLSTALLATION S THE RESPONSIBILITY OF THE ERECTION CONTRACTOR.SEE 131®INDICATES BEARING PLATE(BY OTHERS) PLYWOOD(MIN.316")(UNLESS OTHERWISE NOTED) 9 -Odd Web Length Ma\imu.,T; live load De`Uet:tio.1=',116, Tndec=.25 i;1 bat �oi(1t#.4 -CovF-,GURATiO4 I. LOAD yG >PEC-F_Fa a. *=Plate turned 9u dog. -PLATE TU. iii VALUE REDUUM 9Y 157' D=Typical Pniel 100 LF ,r Co R ('j C*l (') m C*7 (•7 V ISD X X X Y. X >e X X < if7 cC m 0: CJ R7 T'7 n1 V UJ f 24Z-7—V—V_ _ � I X XX Y, LT1 I>, >: X >< v Lnv m m x m c 1 to Cll R=1171 _ 9-1-8 20-0 R=1171 21-4-0 -- - ------ TP=301: --- -- --- - ------ i0 FORCES (Left to Right) TOP -749 -1914 -2709 --3184 3218 -3140 --2709 -1914 -749 WEBS -1165 126/ -1204 896 -866 566 -535 311 --172 -49 -214 242 -536 566 -ebb 96 -1c04 1''LT - 16!71 BO 0 1417 2395 3006 3218 3252 306 23-5 1.117 0 Ptq TYPE SPACING-D.C.MAX. LOADING TC LUMBER DESCRIPTION: DWG.t 'MCMI, V �n6 2-U-v LL TC /�.7 �F BL'�LUM #2 �q �iYP u r 734'ZG CLARY CORPORATION 2.45AF ��� DL TC PSF ENG.FOR: ENG.BY: 7H015GOTH GREAT SOUTHWEST PARKWAY MEMBER OF LL BC 0,PSF V,T�B$ SS ,0 RL,E TTrcT:..,,jm 10 4.�2 #2 KD S'I'P � OF GRANP PRWRIIC 70-A$7W1 PLATE AREA: %INC.to STL L C DL BC PSF 4 Y 2 #3 MAp PROJECT: DATE: SCALE: itiQ!l639�9 66ft . L�' TOTAt rr MP €J4t1 A3 V it N9T99 PFLLIEER C92"", GENERAL NOTES 1,LUMBER SHALL BE OF SPECIES&GRADE SPECIFIED.APPROVED EQUAL.OR 5)MAXIMUM PLATE VALUE FOR V 2000 20 GA. 213 PSL TPI PUBLICATION HANDLING&ERECTING WOOD TRUSSES IIATFST FDITIONI I1 C- INDICA TFS CONI INUOW,IATFRAI RRACIN,AT LOCI THAT OF GREATER•STRESS VALUE. 61 APPROVAL NUMBERS.UBC X2341,FHA TCB 92(T04 SRCC 17251 74,BOCA 7524. 10)CLARY CORP.IS NOT RESPONSIBLE cOR OVERALL BUILDING DESIGN.FOR PER MINIMUM SIZE TO RE 1 x4,ATTACHED W 2 RD NAILS 'R,OT`'FPS 2)UNLESS QTHERWISE ftTED THE DESIGN IS RASED ON THE USE OF'DRY' 71 TRUSSES DESIGNED FOR LOADS SHOWN ON THIS DRAWING ONLY PRECAU MANENT OR TEMPORARY RRACING,SUPPORTS,OR DRAINAGE OF SAME IS)REPETITIVE MEMBER BEND",VALIIFS ARE USED AS SPF(ITIFD 4`.A LUMBER AT THE TIME OF FABRICATIOV.&THE TRUSSES WILL BE USED UNDER TIONS SHALL BE TAKEN TO INSURE THAT THE PLACEMENT&USE OF THIS 11)TRUSS DESIGNS CONFORM TO THE CURRENT TPI DESIGN SPECIFICATIONS DESIGN SPECIFtCAI ION INDS)FOR WOOD CONSTRUCT ION tATfST FDrtION DRY CONDITIONS AS$PECtFIED IN NOS(NATIONAL DESIGN STANDARDS) TRUSS CONFORMS WITH THE DESIGN. THE STRUCTURAL DESIGN FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES&IS BASED ON THE UNLESS OTHERWISE NOTED ALL OTHER LUMBER VALUES ARE PER THE 3)CONNECTOR PLATES ARE TORE INSTALLED SYMMETRICALLY ON THE JOINT PARAMETERS SHOWN ARE ALSO APPLICABLE TO SHORTER TRUSSES OF FDEN FABRICATOR FOLLOWING THE RECOMMENDED PRACTICES AS SET FORTH IN LATEST EDITION OF NDS ON EACH FACE OF TRUSS.PLATE SIZES ARE DELINEATED VERTICAL BY TICAL LOADING&CONFIGURATION. THE OUALITY CONTROL MANUAL FROM TPI 161 NO MEMBERS OF THIS TRUSS SHALL BE CUT. HORIZONTAL(UNLESS OTHERWISE NOTED) 81 SPLICES IN TOP&BOTTOM CHORDS NOT TO OCCUR DIRECTLY ABOVE ONE 12)TC LATERAL BRACING OF 3'0'O.0 MAX. 171 MINIMUM RECOMMENDED CAMBER= U720 41 PLATING IS FOR AXIAL STRESSES ONLY.ADDITIONAL PLATING FOR HANDL- ANOTHER.SPLICES TO OCCUR i 6'OF PANEL 114 POINT. BC LATERAL BRACING OF 10'0'O.C.MAX. 18)TOP CHORD SHALL BE LATERALLY BRACED WITH PROPERLY ATTACHED ING OF TRUSSES IS RESPONSIBILITY OF THE FABRICATOR. 9)INSTALLATION IS THE RESPONSIBILITY OF THE ERECTION CONTRACTOR.SEE 13)®INDICATES BEARING PLATE MY OTHERS) PLYWOOD(MIN.318'1(UNLESS OTHERWISE NOTED) -Odd Web Le!)gt : Maxi, um 11•7e load De`lc.:t:.n-3/16. Index-.24 in b_t iUint'{4 .-C_'Or:.uRAT_ N .• LOAD'NG ';"EI:TFTFD !'f = +?* :A _,R. ,�=Plate turn dv ue,l. PLATE TU ili VALUE RF9W,r0 @f 157 7P=-Typical Pa;1el 100 — --� LF — W. o v m m m m m F') v co X X X Y. X X X M < X lL7 V (') � m CV m m m V in 24ED IT ED" Y X X X Y R 1 Y, Y X X ^) to v m m X IT 0) v Ln R=11529-1-8 I . 2-0-0 �I 9-1152 �i� 'a 5) 21-0-0 !< --- -- TP=30 -- ----- - -----=_—ELF ------- —--- —__-- —. FORCFS (Left to 94!lt) TOP -736 -1976 -2646 -3-'97 --3120 -?C64 --2646 -1R/E5 WFP'S -1147 1244 -119 874 -844 E-44 -513 29? -177- -27 -199i-140 -514 544 -R44 87 --118 1244 - 4I PC`i 0 1.-'.91 2'15 292.1 3120 '144 7-9"',1 2'45 1391 0 T PLATE TYPE SPACING-O.C.MAX. LOADING TC LUMBER DESCRIPTION: �•�•-DINNGG../ CL:�'`� w0 V-2000 734.25 CLARY Cf7RPORAT10111 G.4` 2-0 -0 II TC 40 �F BAUMMbW ; 2 KD S Y� AF DL TC PSF ENG FOR: ENG.BY: OF 1801 SOUTH GREAT SOUTHWEST PARKWAY MEMBER OF PLATE AREA: %INC.fa STI LL BC 10 PSF w4eB 4X2 #2 KD SYS' - c•c• :• r DRANO PRAIRIE,TEXAS 76061 OL BC T-PSF - �j jL J�`� T �t�1 c-� p PROJECT: DATE SCALE: 214Iw3w (af�[) ".i C''f TOTAL F=F? PSF 4X c. #�S5>;TTAS� Y'llNOT€[ �17 . r. 21 UNLESS gTHERw 5E'w0Tf0 THE DESIGN ISS BASED ON THE USE OF'DRY' 7)TRUSSES DESIGNED FOR LOADS SHOWN ON THIS DRAWING ONLY t LUMBER AT THE TIME OF fABRICATIOt4,6 THE TRUSSES WILL BE USED UNDER TIONS SHALL BE TAKEN 70 INSURE THAT THE PLACEMENT 6 USE OF THIS , DRY CONDITIONS AS SPECIFIED IN NOS(NATIONAL DESIGN STANDARDSI. TRUSS CONFORMS WITH THE DESIGN, THE STRUCTURAL DESIGN. FOR LG", 31 CONNECTOR PLATES ARE TO BE INSTALLED SYMMETRICALLY ON THE JOINT PARAMETERS SHOWN ARE ALSO APPLICABLE TO SHORTER TRUSSES OF IDEN FA8R*CATOR fOLL0Wrm ON EACH FACE OF TRUSS.PLATE SIZES ARE DELINEATED VERTICAL BY TICAL LOADING&CONFIGURATION. THE QUALITY CONTROL MANUAL tnv HORIZONTAL(UNLESS OTHERWISE NOTEDI 8)SPLICES IN TOP 6 BOTTOM CHORDS NOT TO OCCUR DIRECTLY ABOVE ONE 121 TC LATERAL BRACING Of 31Y O.0 MAX 41 PLATING 6 FOR AXIAL STRESSES ONLY.ADDITIONAL PLATING FOR HANDL- ANOTHER.SPLICES TO OCCUR±6'OF PANEL 19 POINT. 8C LATERAL BRACING OF in,O.C.MAX. ING OF TRUSSES IS RESPONSIBILITY OF THE FABRICATOR, 91 INSTALLATION IS THE RESPONSIBILITY OF THE ERECTION CONTRACTOR.SEE 131 RE INDICATES BEARING PLATE(BY OTHERS} — =Odd Web Length Maximum live load Deflection-2116, Index-.21 in bat jointi#4 -CON17 JRATIOH C LOADING SPECIFity *=Plate turned 90 deg. -PLATE TOOTH 'VALUE REDUCED BY 15X. TP-Typical Panel PLF Lo c m r1 A m tx m rJ x Lx x x x x x x x x x x u3 �r m m (V cu rT m v to 1 i 24" m DES c {TT rT ri ar to r: x x x to 4 rm (7 LTO r)T__ t7 t1T r R~1100 9-1-8 2-0-0 H=1100 E3.51 f3.5j 20--0-8 TP.30 iQ PEF FORCES (Left to Rights TOP -697 -1766 -2467 -2846 -2829 -2833 -2467 -1768 697 WEBS -1094 1179 -1119 811 -781 480 --450 224 --172 -161 227 --451 480 --781 811 -1119 4179 - 0946 BOT 0 1318 2201 2717 2839 2718 2201 1318 0 j PLATE TYPE: SPACING-O.C.MAX. LOADING TC LUMBER DESCRIPTION: OWG.I ..vw v--2000 q �Ya 734 2_0_0 UTC 40 MEBL"LUMB£R- #2 KD 5YP 91 "fitmpoNATMIN 2.45Ar DL TC 10 PSF ENG.FOR: ENG.8Y: OF -"'—ST PARKWAY MEMBER OF PLATE AREA: INC,% fix STL LL BC 0 PSF Y1 k94x2 #2 KD SYP =IE TRUSS Cnl;Dr CZ r a,,,3 f OL BCPSE PROSECT: DATE: SCALE: '` b48 }a Qx TOTAL . F,�F 4x� �1eVYA§ F�r7TEQ , , pr=. 41 2)UNLESSOTHERWISE NOTED THE DESIGN IS BASEDONTHEUSEOF'DRY' TITRUSSESDESIGNEDKIRLUADS5HU1VVNONPHISURAWINGUNLYI— LUMBER AT THE TIME OFFABRICATM,*THE TRUSSES WILL BE USED UNDER TIONS SHALL BE TAKEN TO INSURE THAT THE PLACEMENT 6 USE OF THIS , DRY CONDITIONS AS SPECIFIED MN NDS(NATIONAL DESIGN STANDAROSI. TRUSS CONFORMS WITH THE DESIGN. THE STRUCTURAL DESIGN FOR I",, 31 CONNECTOR PLATES ARE TO BE INSTALLED SYMMETRICALLY ON THE JOINT PARAMETERS SHOWN ARE ALSO APPLICABLE TO SHORTER T"SES OF IDEN FABRICATOR FOLLu, ON EACH FACE OF TRUSS,PLATE SIZES ARE DELINEATED VERTICAL BY TIAL LOADING 6 CONFIGURATION. THE OUAILTY CONTROL MANU.,. HORIZONTAL RUNLESS OTHERWISE NOTED) 9 SPLICES IN TOP 6 BOTTOM CHORDS NOT TO OCCUR DIRECTLY ABOVE ONE 12)7C LATERAL BRACING OF TO'O.C.MAX. 4)PLATING IS FOR AXIAL STRESSES ONLY.ADDITIONAL PLATING FOR HANDL ANOTHER.SPLICES TO OCCUR ti'OF PANEL 114 POINT. BC LATERAL BRACING OF 10'0'D.C.MAX. ING OF TRUSSES IS RESPONSIBILITY OF THE FABRICATOR. 9)INSTALLATION IS THE RESPONSIBILITY OF THE ERECTION CONTRACTOR.SEE 131®INDICATES BEARING PLATE MY OTHERS; =9 -Odd Web Length Maximum live load Deflection=2116. Tndexg.2 in bot joint#4 -CONFIGURATION e LOADING <>Ptu- IF=Plate turned 90 deg. -PLATE TOOTH VALUE REDUCED 8Y 153'. (P-Typical Panel 100 PLF w :r LLT m On ill {7 rI c r rt as x x x x X x x x x x x it7 r t*T nt N N OI :*I a Ln 24" .I NZ=- zT-r to rl :*T oT m i*, r:_ i>7 � o: X X X X X X Y. X X X RTi 03 0) R=1079 9-i�8 2-0 0 8=1019 I 19-8-0 PLF 10 FORCES (Left to Right) TOP -682 -1725 -2397 --2747 -2729 -2711 -2397 -1725 -682 WEBS .-1074 1153 -1094 786 -756 456 --425 199 -172 -143 210 -429 456 75Es 786 1094 153 -1074 BOT 0 1289 2144 2633 2729 2635 2144 1289 0 PLATE TYPE: SPACING-OC,MAX. LOADING TC LUMBER DESCRIPTION. DWG. 'C'L. 102,:! V-2000 LL C4: awrntntr 2.45AF 2--0-0 DL Tc 40 Ps' eckUMUP #2 ICD S'YP ENG-FOR: ' FT ENG.BY: __-AY t4e�n PEATEAREA: INC% tarSTL LL BC 1 PSF VIA- 4x2 #2 ICD SYP ,t7 OF J X20 s 0 TOT PSF 4x2 #�C�'As p8ENDTED PROJECT: : SCALE: M � d 30 4 6 4V m lyd 2 L � W a cyXS P � u m Q p � 6 aO N 0 '^,6�.� � `o a m $a x e N ao x� o moSY `b�Wrx 1 EXo a cep a LC aid oplq nj WZF,v 41 _ Yio 141 lot W > � N x u r Sys LO N t 06 Yx. Q Is y G d 1\ l W d V v `t>o-It tit u'�o ro oaf y N S . $ Z5 d Ts m 7 6%fi SO aq,�;vim-O Z��J.'ns�S�{i5 O .e•� / ZVI YL Q $o o ttsft to al 0 not w \\ �' 0a N 0 r g�, y z L o l W L, ..a L U 9 otic C+ F w - Z � W Cc, SC O $s`dog so n , x. 0 m ti � rs J N it )3itN S g� zm to "' 15 �y'Qi6 WdY p¢ O l � q'O� 6dgg �.O y GLO 7 7 0 JD N m u+ a inor`6' yq i 151 .� �. 0 0�IS a u> cf r 'boon � U Q, tail fl ltY W m4. N W 4 tW7 ait w4v � 1 N 2)UNLESS OTHERWISE NOTED THE DESIGN IS BA50 ON THE USE OF'ORY' 11TRUSSESDESIGNEDFORLOADSSHOWNONTHISDRAWINGONLY.r.., LUMBER AT TRE TIME OF FABRICATION,6 THE TRUSSES WILL BE USED UNDER TIONS SHALL BE TAKEN TO INSURE THAT THE PLACEMENT 8 USE OF THIS .. DRY CONDITIONS AS SPECIFIED IN NDS 1NATKNNAL DESIGN STANDARDS). TRUSS CONFORMS WITH THE DESIGN. THE STRUCTURAL DESIGN FOR LWr,. 31 CONKCTOR PLATES ARE TO BE INSTALLED SYMMETRICALLY ON THE JOINT PARAMETERS SHOWN ARE ALSO APPUC ABLE TO SHORTER TRUSSES OF)DEN FABRICATOR FO LV. . ON EACH FACE OF TRUSS.PLATE SIZES ARE DELINEATED VERTICAL BY TICAL LOADING h CONAGURATIO N, THE OUALITY CONTROL MANUH.. HORIZONTAL UNLESS OTHERWISE NOTED) 8)SPLICES IN TOP B BOTTOM CHORDS NOT TO OCCUR DIRECTLY ABOVE ONE 12)TC LATERAL BRACING,OF 3'0'O.C.MAX. 41 PLATING IS FOR AXIAL STRESSES ONLY.ADDITIONAL PLATING FOR HANDL- ANOTHER,SPLICES TO OCCUR±B'OF PANEL 1 A POINT. 8C LATERAL BRACING OF Uff O.C.MAX. ING OF TRUSSES IS RESPONSIBILITY OF THE FABRICATOR. N INSTALLATION IS THE RESPONSIBILITY OF THE ERECTION CONTRACTOR,SEE 131®MOTES BMW PLATE(BY OTHERSI r -Odd Wed Length Maximum live load Deflection-0)16, Index-.03 in hot joint 2 •-CONFIGURATION O LOADING SrL­ *-plate turned 90 deg. PLATE TOOTH VALUE REDUCED 8Y 15X, TP-Typical Panel 10 PLF LX Yrte X LX Ln X , X X X. !tT t�7 (U 1*1 to 24" MV In rT m a) _ m x x to X x x m m >c m m m N R-492 2-10-8 2-0-0 R=492 9-0-0 10 _ PLrF FORCES (Left to Right) TOP •249 -517 -556 --252 WEBS -487 422 -399 86 -172 154 -389 425 -487 BOT 0 478 517 467 0 CaPLATE TYPE SPACING-O.0 MAX. LOADING TC LUMBER DESCRIPTION: _ DWG 1 4 Ir��� V-2000 2_0_0 LL TC 40 PSF Batu"? #2 KD SYP 3i rz —'A*XAT1ON 2.45AF OL TC PSF ENG.FOR: ENG.BY; —WAY MEMBER OF PLATE AREA %INC kvSTL LL BC S0 PSf W&j4X2 #2 KD pSYP � OF C P-10 si ox OL BCrj PSF PSF 4 X 2 #� ASY flE NOTED PROJECT: DATE: n SCALE TOTAL E, F Tf r r- rj ngg lans, A #rn mss.,.. Win,.. lU,r,„ ip C SRCt ONLY. tNVS fORI VOW`7" f"Pot MAX' yG tE yPIUE F 2 TCROtH\5° Mol 6 US`DESVGN fARR�A Cf`t CC ,ool CSF 30 OOt.MA.X,ca5\ �`'"�I j J t; �-O NE�UC J h{ SVMPXtMUA%)oEg5�t0ov.kURNCWµPttHEtH SjRUCtt SE$OF 'N' tj`VIAtot ot,a CpK+�Gff�,•(E �Yt�U.3a fi W��UF. AFS DES EO Nt0VNSALS0A lEtO-Ag OW t2\SC AtES�pR1N 1.oR ROYF°EOUP eV t10N55ON80� SNE C 01RECtlYA80VE 01.. GRADE SpFG 71, MAFF OPY. t31� a - N tNE OS 6SE ok tW SR,SS.c�4pe;, �\GUR°0' NOt t0�w p0\Ns. Cs°a.S� II BF°F SRES VPIUE. GN VS OPSESWp1 BE pNOAROS\t PA�^1OACNNG R Bp(tOM CHOR65 OF pANE�EyIECCRA MBE ptEINS�NOtEOtNEDESBtNE AIpES�+uYUNv4AttNE Y SWIESP �ESt° %pf1C� E leCEiO`\. ��lv OEav+�E Fns lot vMsEo" g�UA ,*"* oo 5 ANON t�VStNE N0 der MESS 5�C' 1�p OEUNEP 1pNOltA{FEZS is 0,4 tMGFORµPNOI �VN`'IAUA tE01 lF� � OES C FACE of ptFrEF 'SES 1Y.pD11 °R to 4O MGr,o \HIST 0616110 Y� 4\�t1NG� SES\S ll}•.tl Ort t Odd Web 'p ate kir'N 0x f az m j ct� A X. �. 2 oWG,t�3A y °f' ENG.gY 7 SCALE •G s� t 4ESCR�� DAA•' � � .y 3 r7 ENG, Vn gipO ,1g'l 7 Al �°p° Fq t1 efi -3l`� A 1 r ate" AO�� R Aq2 #2 GYo NptEO c}9G 169 tar, 6 2a' SpAc�+G'a lE`� loo �E C p.p VIO 2-0-0 oll 0 PST 02 ,SBS p V'A15 A� � gwdl�•'�N 11 LUMBER SHALL BEwOF SPECIES&GRADE SPECIFIED,APPROVED EQUAL,OR 51 MAXIMUM PLATE VALUE FOR V 2000 20 GA 213 PSI. THA(OF GREATER STRESS VALUE. 61 APPROVAL NUMBERS.URIC t2342,FHA TCB 12004 SBCC 17251 74,BOCA 7514 IIh�,.. 21 UNLESS OTHERWISE NOTED THE DESIGN IS BASED ON THE USE OF'DRY'.- 71 TRUSSES DESIGNED FOR LOADS SHOWN ON THIS DRAWING ONLY.PRECAU MANENT OR TEMt v_... LUMBER AT THE TO*OF FABRICATM&THE TRUSSES WILL BE USED UNDER TIONS SHALL BE TAKEN TO INSURE THAT THE PLACEMENT 6 M OF THIS I II TRUSS DESIGNS CONFORM TO THE Lu-_ DRY CONDITIONS AS SPECIFIED IN NDS INATIONAL DESIGN STANDARDSI. TRUSS CONFORMS WITH THE DESIGN, THE STRUCTURAL DESIGN FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES b la a...._ I CONNECTOR PLATES ARE T4 BE INSTALLED SYMMETRICALLY ON THE JOINT PARAMETERS SHOWN ARE ALSO APPLICABLE TO SHORTER TRUSSES OF M FABRICATOR FOLLOWING THE RECOMMENDED PRACTICES AS SET FORTH R4 ON EACH FACE OF TRUSS.PLATE SIZES ARE DELINEATED VERTICAL BY TICAL LOADING&CONFIGURATION. THE QUALITY CONTROL MANUAL FROM M 181 NO MEMBERS yr..,,,. HORUZONTAL(UNLESS OTHERWISE NOTEDI B)SPLICES IN TOP&BOTTOM CHORDS NOT TO OCCUR DIRECTLY ABOVE ONE 12)TC LATERAL BRACING OF 3'0"O.C,MAX. 171 MINIMUM RECOMMENDED CAMBtn 41 PLATING ISFOR AXtAtSTRESSES ONLY.ADDITIONAL PLATING FOR MANDL, ANOTPER.SPLdCES TO OCCUR_i 8'OF PANEL IN PONT. BC.LATERAL BRACING OF 10'0'D.C.MAX. 18)TOP CHORD SHALL BE LATERALLY BRACED WITH Pmt __ ING OF TRUSSES 5 RESPONSSI TY OF THE FABRICATOR. M INSTALLATION IS THE RESPONSIBILITY OF THE ERECTION CONTRACTOR.SEE 131®INDICATES BEARING PLATE MY OTHERS) PLYWOOD OM,34")(UNLESS OTHERWISE NOTED) - -Odd Web Lengta No deflection. -CO4FIbURATION E LOADING SPECIFIED BY FABRICATOR. #-Plate turned 90 dew, -PLATE TOOTH VALUE REDUCED BY 15%. fP-Typical Papel 100 PLF m to M m 24` m � m m m x x x x Im m m m A-272 R-272 5-0-0 TP-30' >— io PLF� FORCES (Left to Right) TOP --90 109 r WEBS -267 153 -128 -141 184 -267 � 4y BOT 0 161 0 Cm mrAgamw PLATE TYPE SPACING—O.C.MAX. LOADING TC LUMBER DESCRIPTION: DWG. AV V-2000 2_0_0 LL TC 40 PsF B4CU #2 KD SYP r"OR 17 CLARY CORPORATION 2.45AF DL TC �0 PSF ENG.FOR: ENG.BY: / OF 1801 SOUTH GMT SOVTHWEST PARKWAY M-{e�EA�OF� PLATE AREA: 96 IiC.for sn LL BC 0 PSF Aj4x2 #2 KD SYP 121 � 101 ISR � � / Q TOTAL 4x,? *1 f A MAY iE NOTRR a PR"CT: DATE: SCALE: G t; � 1 a LUMBER SHALL 8E4Y'SPECIES b GRADE SPECIFIED,APPROVED EOUAL,OR S�MAXIMUM PLATE VALUE FOR V 20W 20 GA. 213 PSI THAT OF GREATER STRESS VALUE. 51 APPROVAL NUMBERS_UBC:#2342,RHA TC8 42004 SBCC 0725174.SOCA 75,24. . 2)UNLESS OTHERWISE NOTED.THE DESIGN IS BASAD ON THE USE OF'DRY' 71 TRUSSES DESIGNED FOR LOADS SHOWN ON THIS DRAWING ONLY.PRECAU V MANENT un..,.-. LUMBER AT THE TM*OF FABRICATM,6 THE TRUSSES WILL BE USED UNDER TIONS SHALL BE TAKEN TO INSURE THAT THE PLACEMENT 8 USE OF THIS I It TRUSS DESIGNS CONFORM DRY CONDIT04 AS SPECIFIED IN NDS MNATIONAL DESIGN STANDARDSI. TRUSS CONFORMS WITH THE DESIGN. THE STRUCTURAL DESIGN FOR LIGHT METAL PLATE CONNECTED WOOD���,.... 31 CONNECTOR PLATES ARE TORE METALLED SYMMETRICALLY ON THE JOINT PARAMETERS SHOWN ARE ALSO APPLICABLE TO SHORTER TRUSSES OF IDEM FABRICATOR FO LOV MNG THE RECOMMENDED PRACTICES AS St, ON EACH FACE OF TRUSS.PLATE SIZES ARE DFUNEATEQ VERTICAL BY TICAL LOADING Er CONFIGURATION, THE QUALITY CONTROL MANUAL FROM TPI la HORIZONTAL RUNLESS OTHERWISE NOTEDI 8)SPLICES IN TOP 8 BOTTOM CHORDS NOT TO OCCUR DIRECTLY ABOVE ONE 121 TC LATERAL BRACING OF 3'0'O.C.MAX. 171 MINIMUM RECUm.••..... 41 PLATWG IS FOR AXIAL STRESSES ONLY.ADOITOmt PLATING FOR HANDL. ANOTHER.SPLICES IO OCCUR i F OF PANEL 14 POINT. 8C LATERAL BRACING OF 10`0"O.C.MAX. IS TOP CHORD SHALL BE LATERALt. MNG OF TRUSSES IS RESPONSBILTTY CIF THE FABRICATOR. 91 INSTALLATION 5 THE RESPONSIBILITY OF THE ERECTION CONTRACTOR,SEE 131®INDICATES BEARING PLATE MY OTHERS) PLYWOOD fMM.3W)UNLESS OTHERWISE NOTtm -Odd Web Length Pto deflection. -CONFIGURATIOA s LOADING SPECTFIED SY FABRICATOR. *-Plate turned 90 deg. PLAIF jQ0,,q VALUE REDUCED BY 15X, TP--Typical Panel 100 I PLF In Ln m m 24" Iv- x x x m m m R-162 8-162 [3.51 (3.51 3-0-0 TP�30 10 PLF FORCES (Left to Right) _Cp -5 WEBS --157 9 9 BOT 0 0 PLATE TYPE SPACING-O.0 MAX. LOADING TCLUMBERDESCRIPTION: DWG.t .�' .O..k"'',�v d--2000 Q 0 LL TC 40 PSF BCtUMBER #2 KD SYP 11 El ?5,'1 CLANY COPPOPA ION 2.45AF OL TC 40 PSf ENG.FOR: ENG.BY: OF SEAT$oui1HWE5TPARKwAY memw"OF PLATE AREA: %INC.tar STL LL 8C 0 PSF 4x2 #2 KD QSYP J� 114 $1 0% OL C _4 PSF 02 IfI AT BE NOM PROJECT: r T_ r. C DATE 1 SCAL£: J t r r \t m W S+ d V L .V•,_ t � K1 U L �. sa o \ o`p 4a gXg `i tl- � 4 Z U � Ln ry i tS> A to m a Z4 �N gx9 R c? •�- Cn > X6 AWN� t 6XeON-Kal un rL a W 7 N 01.11.�Q Y N Q� � � O �♦ \ S "o = X2ti c a a A. 6 C1 �" lot�Lc 1�Y V a r 4jj N OA C a��� Qga3) 0 yti� t�OE �G1 0 6M, sQ�rr A�040v a�7� dao Nadas Qy� Ghg2 p�j�p Otc,4` ?, a-� cd�aC: o� d zo e isa Z� 4g6 094 tY y\ # awOA aN\ado� 8p66 6?0Z- �flj" t�4, � �:v opal 4824 Og54 �pc�04' 2fl 130cl,- 4490 `aµ3 qa2` a53a 4�a� i aiy0 •µp1Sa� 4 u6 p427 g4pg-- afl�� � 9p" 1 i�a4 ;n j m r > s i co coU x Lit.t U3 a� CIA © OOV 4Te,;; �lda\U6d uo 3`� ss\w��°-JON++°' a� ar.. ix\s 3so1 sego\ tiy3a�+ peons Ndµ"0 H,-\3a add a--zvisN+4a�s5d fit, at aC 3N1`'\Nal'�3000,4 lda\1113na"lloo1�WW��N\ 4 e` ��gNpaS al5 �i M S3aNs �8 (3µ1µ0S Sia itlti0\ q S 3µ1°53y15 d31Y iµ5 N3 of g µ1i0 4 tinaaa A00 ��`fJil 1Ni0 d�y1 S3S5 5\N3\ 3R1dn 5 Axa', ala3N313Ndd is.9a N011a?8ON1ad �{dd ISaN 03r�R31µo 63S °tea 9 g3\a� U5 t 1N0 *% 1aµ$0 d t #0 S` SSRtil N i0 35R aS 3 ( ,OQ 335b0iaW L�Raa0p1 �1S1bVoioo µ0a SS\01 Ab° aav'°3�a3 �ld��,, p �Ut�.. �q®�1 �tl�ila3b\0 5�316 'da�Nl Nl,N3 ae S s3gsRtitl0 50, VC 00 da\0 0 3p0 \ypt\ Nc�S3a RS�aI 03N`� ltlna i5 �1�fYyYk�',3+�Pc�Nd�Sdyg3Yd31 a1\Z\ 050,(W S 3}11 SS41A S tl0�d0i 3 (VaWRW�xVW c4 t Ca3 "'��1Cr` � 5t i5b1 ��A\ 381i N •\ Slt+p3)9�N0µ�i'Z' M �dn31� j. OE 3SR 9N\MVNa .vrjal ot�jt.nd0 Of yaw. �vtK+ wMA� ,w SN��y;Q \\\ nda�Ha ave\sZi! to SHOWING BOUNDARY SURVEY , Lot 20 Block OG�Ai�JWALK UNIT 2 IS. ISA . 135 as recorded in Plat Book 42 Page I SC A, ►3 b , of the Public Records of VUVAL County, Florida. FOR 1PIGIK FELLICER Certified to: O C C A N vel A L K - V R i V 5o' R/v�/ rz= i25a.sa' rv.�/2•l.P �' t W?-4o'q3" vV Ro.O' (c-N.) j ~ FV- (/2' 1 P M N00 ;, o - t9.8' <•; o t N LOT 19 LoT 21 N 16.4 'o• a� 3T g•N X104 a W .,FV.yv►.p. � � �lG74 M d' Z e$ . Z L A• 1<E. A,J cue 4.SEMG14t�l 40.Qo F f`1 ' '2�" : t.to-1'E: l.o�•lGST EI.EY. 01.1 5LIVC 5LA 5 = 14-.3L,, NOTES: 1. Bearings shown on this` map ref r to 17LA-r 2. The lot shown is in Zone ccording the Flood Insurance Rate Map. 3. This map is a true repTEs`entation of a field survey ERIN J.TAYl1A [Alt t1AlET11 made under my supervision in accordance with the minimum technical standards as outlined in Chapter 21HH-6 F.A.C. 6501 Arlington Expressway pursuant to Sec. 472.027 Florida Statutes. Jacksonville, Fl. IATE r7-3o-88 ilAlE I " FIEF N1. 8822 FE11116 NEI. IANI h11/. 9_. This survey is not valid without seal of Surveyor embossed hereon. �" wt�{ P sf/o wiw 8o v b y ScJR►/�Y of Gor zo, OCE4( vL/Q�� v�V/T Tr•vc '45 Pcgr G3-10,< Ifa- ^f 'S'E cuPiPE c r P�BG�c .PE ca '�s c1� T>v✓.qG Coci.vTv �oC'/L�-Q. �e E�9N w''q�'� o IQI V� k✓6 ST elo) `�—`<<cw�s7,-f•- esu c,�r� -70 4 :1•m/3 le,v - !� Q 'P.9• �O /o'x10'JF4 Q 1 _`Tfol— E.QsE�I.tE.vT 14 p. tip, �� • �` i�ip's?i �h �q / O(a7 —' ae 05.8) ` X45/' \ 7557 4 3-- �4j,V of�j��7 �. /�.1/ . O'� EGE✓LJ 7"/on/ tJ/,lo�� .3,.GLILN(� s.1'1`"/3`'L �9,o i£J yl /.ff�' 7.P�Y��Er 'tti'o Baicoitic �'�5'>PiC-rlo,�/ L.1 �'S. 1'3 \` �.` �` r�LEVATiovs SHOwN 77�/f5:(/a �EcoR <7E: c. � r •v\� OS l/OL G�'.yv imp It TO !1 OI 3 FI H. A. DURDEN Al & ASSOCIATES INC. LAND BURVEYOR6 Pow Ofllca Box 50670 1109 Spurt ThvO Streel Jack—NO Be—.Florida 32250 THIS SURVEY NOT VALID UNLESS THIS PRIM, CITY OF J" LtiG �e ��G 716 OCEAN BOULEVARD _ P.0.BOX 25 ---- -' ATLANTIC BEACH,FLORIDA 92233 TELEPHONE(904)249-2386 Dear Sirs, The property at 2231 OCEANWALK DRIVE WEST has a sidewalk required to be built by the contractor. As of October 17, 1988 the sidewalks have not been constructed. Please contact us as soon as possible to affirm a schedule for completing the above mentioned sidewalks. Si erely, Don C. Ford Public Services Director DCF/tb cc: City Manager Building Department, File • t ' r fi CITY O I- 716 OCEAN BOULEVARD / - P.0.BOX 25 ATLANTIC BEACH,FLORIDA 32233 �+ TELEPHONE(904)249-2395 DATE: _/ / PRE-SERVILE DIVISION JACKSONVILLE ELECTRIC AU'T'HORITY 233 WEST DUVAL STREET JACKSONVILLE, FLORIDA 32202 THE FOLLOWING FINAL INSPECTIONS) HAVE BEEN MADE AND ARE SATISFACTORY : ( ------ ------ -------------------------------------------- ----------------------------------------------------------------------------------------------------i i ------------------------------------------------ SINCERELY, BUILDI14G INSPECTION DIVISION cc: FILE a d L_ ------------- ADDRESS___ ------�����='==z-------- . --------------------------- CONTRACTOR__.�"11 _ _ •________ _ OWNER_- - !! -- ----------------------------------------------- BUILDING_ 7 O _ MECHANICAL________ PLUMBING_______ ELECTRICAL_ l TEMP POLE__/ 3/__ MISC___________ ELECTRICIANXZ, �_ I a DATE FAILED DATE PASSED TEMP POLE JEA FOOTING ROUGH PLUMBING ----------- --------//__--- SLAB ----------- ----------- FRAMING ----------- ---- ------ MECHANICAL/FIREPLACE ----------- ----------- TOP OUT PLUMBING ROUGH ELECTRI C°ccAlleb per ;v C`U ----------- ----------- FINAL ELECTRIC FINAL BUILDING ELEVATION SUBMITTED CERTIFICATE OF OCCUPANCY DATE ORDERED opftl DATE ISSUED CITY OF ATLANTIC BEACH BUILDING DEPARTMENT INSPECTION REPORT JOB LOCATION PERMIT# 2231 OCEANWALK DRIVE WEST SUBDIVISION 9648 ATLANTIC BEACH, FLORIDA 32233 OWNER NAME PHONE jLEGALDESC: LOT BLOCK SECTION PERMITTYPE o CLASS OF WORK ix CONTRACTOR PROPOSED USE BUILDING 0 NEW SINGLE FAMILY ' Of WORK DESCRIPTION Y a O' INSPECTION.REQUIRED INSPECTOR 12 F A TRIC A cr -f ZDATE INSPECTED �(/ � BYSteAPPROVED REJECTED ❑ OW COMMENTS i I CITY OF ATLANTIC BEACH BUILDING DEPARTMENT INSPECTION REPORT JOB LOCATION PERMIT# 14* SUBDIVISION Alk 2231 OCEANWALK DRIVE WEST 9648 OWNERNAME ATLANTIC BEACH, FLORIDA 32233 PHONE .w LEGAL DESC: LOT BLOCK SECTION PERMIT TtYPE ) — r Z CLASS OF WORK w Q, " CONTRACTOR PROPOSED USE BUILDING NEW z SINGLE FAMILY g#% WORK DESCRIPTION 10, a, x w INSPECTION REQUIRED INSPECTOR Z _ 14 / r DATEINSPECTED By APPROVED REJECTED I COMMENTS CITY OF ATLANTIC BEACH; FLORIDA App.o„d by APPLICATION FOR ELECTRICAL PERMIT TO THE CHIEF ELECTRICAL INSPCTOR: DATE: 7// 19�G IMPORTANT NOTICE: IN CONSIDERATION OF P RMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, WHICH ARE A PART HEREOF, AND IN ACCORDANCE WITH THE ELECTRICAL REGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES. ELECTRICAL FIRM: MASTER ELECTRICIAN SIGNATURE JOURNEYMAN NAME � f c-t4 ADDRESS: ,2-3/ e43yl '�1.rIC RFD BOX_ SLOG.SIZE BETWEEN: RES.*1' APT.( ► COMM.( 1 PUBLIC( I INDUS.( 1 NEW( 1 OLD 1 ► REW.( 1 ADDITION (( 1 TRAILER 1 I TEMP.( ) SIGNS ( ) SO.FT. SERVICE: NEW i✓!' INCREASE( i REPAIR ( ► FEE CONDUCTOR SIZE 0 AMPS o v COPPER ( I ALUM. ITCH OR BREAKER v2 ov AMPS PH 3W 2Y8 VOLT a � RACEWAY XIST.SERV.SIZE AMPS PH W VOLT RACEWAY FEEDERS NO. SIZE IND. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES `' CONCEALED OPEN TOTAL 0.30 AMPS: 91.100 AMPS, ,'SWITCHES 'INCANDESCENT FLUORESCENT&M.V. FIXED 0.100 AMPS. I OVER APPL)ANCES BELL TRANSF. AIR H.P. RATING H.P. RATING CONDITIONING' COMP.MOTOR OTHER MOTORS AMPS CELL HEAT: KW-HEAT r OVER "IVIIOTORS H.P. VOLTAGE PHS NO. I H.P. ` VOLTAGE PHS MISCELLANEOUS TRANSFORMERS: UNDER 600 V. OVER 600 V. NO. KVA NO. IKVA t NO.NEON TRANSF. N0. VA. MA: MOTOR SIZE SWITCH FLASHER EACH SIGN. FORWARDED S TOTAL FEES a CITY OF ATLANTIC BEACH, FLORIDA App ov"by APPLICATION FOR ELECTRICAL PERMIT O THE CHIEF ELECTRICAL INSPECTOR: DATE: 37/ ORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE hEICH REBY AGREE{ TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, ARE A PART HEREOF, AND IN ACCORDANCE WITH THE ELECTRICAL REGULATIONS,CODES AND CITY OF �TLANTIC BEACH ORDINANCES. N , LECTRICAL FIRM: MASTER ELECTRICIAN SIGNATURE jg a'!/r t U R ( /f t -� G'4/�h/�1 / /�r AME f-f, ADDRESS: s7 3'f Ate• RFD BOX OLDO.SIZE BETWEEN: E8.{ I APT.( ) COMM.( ) PUBLIC( 1 INDUS. ( ) NEW( ) OLD`( 1 REW.1 1 ADDITION( 1 I TRAILER 1 ) TEMP. SIGNS ( 1 -SO.FT. SERVICE: I NEW( 1 INCREASE( ) REPAIR t 1 FEE NDUCTOR SI ` AMPS 6 o COPPER ALUM. TCH OR BREAKER w AMPSEPH] 3 W �`�`l VOLT � �• RACEWAY IiXIST.SERV.SI AMPS W VOLT RACEWAY IIJ EDERS SIZE NO. SIZE NO. SIZE GHTING OUTL Y TS ; CONCEALED OPEN TOTAL �IECEPTACLES I CONCEALED OPEN TOTAL 0.1O AMPS, 51-100 AMPS. �WITCHES 4 IkMDESCENT F�LUORESCENT Sd M.V. FIXED 0.100 AMPS. OVER PPLIANCEs BELL TRANSF. R H.P.RATING H.P.RATING NDITIONING COMP.MOTOR OTHER MOTORS AMPS CEIL HEAT: KW-HEAT tp. OVER 16�TORS VOLTAGE PHS NO. 1 H.P. VOLTAGE PHS &SCELLANEOU RANBFORMER : UNDER 600 V. OVER 600 V. NO. KVA . IND. lKVA .NEON TRANSF. NO. VA. MA. I MOTOR SIZE SWITCH FLASHER E CH SIGN A � r FORWARDED $ j TOTAL FEES a I I' �. I CITY OF r�d!attic �►eac�-�lernlala Office of Building Official REQUEST FOR INSPECTION Date =,.Q �V Permit No. & 131 Time A.M. Received P.M. District No._ c 2 3/ 1� � - Address Locality NamerV ,e �4e/f Contracto _ BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing ❑ Footing ❑ Rough Wiring ❑ Rough ❑ Air.Cond.& ❑ Re Roofing ❑ Slab ❑ Temp Pole Top Out ❑ Heating Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ READY FOR INSPECTION Pre Fab A.M. Mon. Tues. VVed. Thurs. Friday P.M. Inspection Made I P.M. Inspector Final Inspection❑ ? __ __ Certificate of Occupancy Date rs BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH ATLANTIC BEACH, FLORIDA $1233 APPLICATION FOR MECHANICAL PERMIT CALL-IN NUMBER IMPORTANT —Applicant to complete all items in sections I, (I, III, and IV.. L { 101;1 1z DATION Street Addresss Interacting Streets: Be on,. And I! LDING i Sub-di Vision II.`iIDENTIFICATION —To be completed by all applicants, In consideration of permit given for doing the work as described in the above statement we hereby agree to perform said work in accordance with the attached,plans and specifications which are a part hereof and in accordance with the City of Jacksonville ordinances and standards of good,.practice (listed therein. N-46.of Mechanical Contractors Co actor (Print) Master q9liv of Ownerre of Owner Sigr,atun of " or honed Agent Architect or Engineer 111. fiBIIEM INIFbRMATiON A, NM of heating fuel 13. IS OTHER CONSTRUCTION BEING DONE 0! TNIS BUILDING OR SITE?_ Gas ❑ LP ! ❑ Natural ❑ Central Utility IF YES, GIVE NUMBER OF CONSTRUCTION OE PERMIT l Other— Specify IV.�IICAL E0NMENT TO EE IWALIEO NATURE OF WORK the ide Complete(ifi of Components on baek of this ferol P Residential or ❑ Commercial eat ❑ 'LSpace ❑ Reeeued Cl"' ntnsl O Floor & mew Building /Air CoWitionil: ❑ Room ❑_' antral ❑ Existing Building System: M8ta6e 2U@ i TWM f r, ❑ Replacement of existing system Maximum Capacity ea.�(o00 �fms. C3-'1G"ew installation(No system previously installed) Refrigersition O Extension or add-on to existing system Cooling tower:iCapocity 9,p,m, ❑ Other— Specify Fire sprinklers: Number of haat , CI Elwator ❑ LMenlift ❑ Esaletor (number) THIS SPACE IIOR OFFICE USE ONLY Gasoline pumps. (number) (R�eeMs1) Tanks_ _(number) Remarks I%amain (number) Uefired psessurefj'vasa Y., Permit Approved by pa*• Osler — Specify Permit Fee BT ALL EQUIPMENT CONDITIONI14G AND REFRIGERATION EQUIPMENT Number DeresAVU0n Yodel Number >ltsututecbsieor �pa�t� ��pWillag (Z+ons) r iEATING FURNACES, BOILERS, FIREPLACES Number Units Dellcrlpttoe lrt dd Number >1Laalavhcq>irer (Sru W �! 1! A0t r TA4KS Ek m litany ; CaFactty T"O LkAdd Nemo at Serial ' Contained Staat�cturar No. r w DEPARTMENT OF BUILDING Q "�' CITY OF ATLANTIC BEACH,FLORIDA PERMIT NO. �JJ V V PERMIT TO BUILD THIS PERMIT MUST BE POSTED ON JOB Date April 13 19 88 4500 T Valuation$ Fee$ 45.00 45*nDJC�!T. c{3 1 i rvi gn This permit not valid until above fee has been paid to City Treasurer,and is ja 70 01CAC( subject to revocation for violation of applicable provisions of law. 5311 This is to certify that r 1NG 0 # i I has permission to hY install �lnbing- Classification New Residential Zone RS-1 Owned by Hanley Lot 20 Block�it 11 S/D OceanwgAtk House No. 2231 Oceanwalk Drive West According to approved plans which are part of this permit NOTICE—ALL CONCRETE FORMS L = AND FOOTINGS MUST BE IN- SPECTED BEFORE POURING. PERMIT VOID SIX MONTHS „ AFTER DATE OF ISSUE /---� ��---i 0 Building material,rubbish and debris { I from this work must not be placed i in public space, and must be cleared !I up and hauled away by either con- f-44 owner uil 'ng Official, FOR OFFICE PERMIT ` USE ONLY NUMBER DATE CONTRACTOR PLUMBING i ELECTRICAL SEWER WATER ;•: CITY OF ATLANTIC - BEACH j APPLICATION, FOR PLUMBING PERMIT OT 'JOB LOCATIONC `it�'/� PLUMBING CONTRACTOR (s'tl LICENSE NUMBERS OWNER BUILDING coNTIZACTOR � i TYPE OF BUILDING { o `` r • 1 t i � , r r I' SINKS ;.i •. i ';��' ;r ' ti: SHOWERS_LL �1 ;;1 `' , • LAVATORYWATER HEATERS BATH TUBS + DISHWASHERS orf ; URINALS DISPOSALS ' CLOSETS " /' WASHING MACHINE +' FLOOR DRAINS OTHER r t / 'TOTAL FIXTURE COUNT :INSTALLATION OF PLUMBING AND FIXTURES, MUST', BE IN ACCORDANCE WITH r � r 1 +1 r.x1iE MOST RECENT-EDITION OF THE SOUTHERN .STANDARD PLUMBING CODE , r DEPARTMENT OF BUILDING Q j * PERMIT NO. ;+64 CITY OF ATLANTIC BEACH.FLORIDA i PERMIT TO BUILD i THIS PERMIT MUST BE POSTED ON JOB Date____APri1 13 19 88 r Valuation$ $ 56.00 This permit not valid until above fee has been paid to City Treasurer,and is R'7 r2 0 n j subject to revocation for violation of applicable provisions of law. ¢" (!(1C}f t , 4 AIR ENGINEERS 7939 1 II /2 This is to certify that 6 4 ; f 79739 111 6/ !1/ 1 0(0111f1 I has permission toinstall heat aix i Classification New Resident Residential zone RS-1 ` Owned by Han 1 w Lot 20 Block Unit II S/D Oceanwalk ' House No. 2231 OC88nwal k Dr-* West According to approved plans which are part of this permit NOTICE—ALL CONCRETE FORMS AND FOOTINGS MUST BE IN- SPECTED BEFORE POURING. PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE 4— NO. 4----► z Building material, rubbish and debris -1 from this work must not be placed in public space, and must be cleared up and hauled away by either con- tr ctot or owner � o 4 u ding Official. f FOR OFFICE PERMIT DATE CONTRACTOR USE ONLY NUMBER PLUMBING ELECTRICAL SEWER WATER 1 f CITY OF A&WA-6 Fead-57 Office of Building Official j� REQUEST FOR INSPECTION Date � � ✓ Permit No. � Time A.M. Received P.M. / jDistrict No. 91 Job Address o a,y v Owner's Name Contractor BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing ❑ Footing ❑ Rough Wiring ❑ Rough ❑ Air.Cond.& ❑ Re Roofing ❑ Slab R Tamp Pole ❑ Top Out ❑ Heating Lintel ❑ Final ❑ Sewer C. Fire Place ❑ READY FOR INSPECTI Pre Fab Mon. Tues. Wed, hurs. Friday Inspection Made pM, Inspector - Final Inspection❑ Certificate of Occupancy Date CITY OF v A� &4d- Office &4d-Office of Building Official REQUEST FOR INSPECTION Date " Permit No. Time A.M. Received P.M. n District No. Job Address Locality Owner's Name Contractor BUILDING NCRETE ELECTRICAL PLUMBING MECHANICAL Framing ❑ Footing Rough Wiring ❑ Rough ❑ Air.Cond.& ❑ Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ RY FOR INSPECTION Pre Fab A.M. Mon. Tues, t Thurs. Friday P.M, A.M. Inspection Made P.M. Inspector Final Inspection❑ Certificate of Occupancy Date CITY OF ZQKQ/f& ate-49 Office of Building Official Q REQUEST FOR INSPECTION Date v Permit No. —* 1(y) Time A.M. Received P.M. District No. -G3'7 Job Address Locality Kamer s "`�'�'�-+ n b�C� Contractor , C�� BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing ❑ Footing ❑ Rough Wiring ❑ (PLUM U--/ Air.Cond.8 ❑ Re Rooting ❑ Slab ❑ Temp Pole D. Top Out ❑ Heating Lintel ❑ Final ❑ J n&Q.—g14� Fire Place ❑ Pre Fab 3:11 READY FOR INSPECTION A.M. Tues. Wed. Thurs. Friday P.M. Inspection Made P.M. Inspector Final Inspection❑ Certificate of Occupancy Date Y OF r��`aKtic �cack-�r�vada Office of Building Official /Jp, REQUEST FOR INSPECTION fi Permit No. A.M. -40 -P.M. / District No. Job Address Loc ty + s Contractor )ING CONCRETE ELECTRICAL PLUMBING MECHANICAL g ❑ Footing Rough Wiring ❑ Rough ❑ Air.Cond.& ❑ Ming ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ READY FO PECTION P A. Tues. Wed. Thurs. Friday M. A.M. tion Made PM• Ior Final Inspection❑ Certificate of Occupancy Date CITY OF 4&44ft Ve4d-1Ft� Office of Building Official REQUEST FOR INSPECTION Date � �� g e Permit No. r� Time A.M. Received P.M. District No. Job Address Locality Owner's Name Contractor BUILDING ` CONCRETE ELECTRICAL PLUMBING / MECHANICAL f Framing 11g� Footing 11 Temp Wiring Rough Cv( Air.Cond.& YISr j Re Roofing Slab Temp Pole ❑ Top Out ❑ Heating / Lintel ❑ Final ❑ Sewer ❑ Fire Place READY FOR INSPECTION Pre Fab A.M. on. Tues. Wed. Tfiu(r� Friday P.M. Inspection Made Inspector __ Final Inspection❑ Certificate of Occupancy Date l Office of Building Official V REQUEST FOR INSPECTION Permit No. Co 75 +' A.M. ived P.M. District No. ?a 3 1 oa" t1oa-eln 0 W Job Address Locality ar's e Contractor .DINGCONCRETE ELECTRICAL PLUMBING MECHANICAL Ing � Footing ❑ Rough Wiring Rough ❑ Air.Cond.& oofing ❑ Slab ❑ Temp Pole ❑ Top Out r9' Heating Lintel ❑ Final ❑ Sewer ❑ Fire Place READY FOR INSPECTION Pre Fab �. ' A A.M. Tues. Wed. Thurs. Friday P.M. action Made actor Final Inspection❑ Certificate of Occupancy Date CITY OF r ttc Ve4d-9&1ed4 Office of Building Official 1 REQUEST FOR INSPECTION )ate Permit No. &D w rime A.M. deceived P.M. District No. VC. oxx I)Q,(t ©Y 14/ Job Address Lo tY��C Owner's Cites(/ 1C/J� Name Contractor BUILDING CONCRETE ELECTRICAL,/ PLUMBING MECHANICAL Framing ❑ Footing ❑ Rough Wiring T Rough ❑ Air.Gond.& ❑ Re Rooting ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ READY FOR INSPECTION Pre Fab /� A.M. Mon. Tues. ed. A A Thurs. Friday P.M. R.M. Inspection Made P.M. Inspector Final Inspection❑ Certificate of Occupancy Date CITY OF 1"&N&C &4d-9&V'd4 Office of Building Official REQUEST FOR INSPECTION Date b,? Permit No. Time A.M. Received P.M. District No. Job Address Locality Owner's Name Contractor BUILDING CONCRETE ELECTRICAL PLUMBING / MECHANICAL Framing ❑ Footing ❑ Rough Wiring ❑ Rough El Air.Cond.& ❑ Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out 4�/ Heating Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ READY FOR INSPECTION Pre Fab ,LM A.M. Mon. Tues. W d, rT+ 1 Thurs. Friday P.M. A.M. Inspection Made PM. Inspector Final Inspection❑ Certificate of Occupancy Date wrrttftratr of (Orrupattr CITY OF ON&MO4 &46►- Erpartxtrnt of ltttibing Jnsprrfion This Certificate isstied pursuant to the requirements of Section 109 of the Southern Standard Building.Code certifying that at the time of issuance this structure was in compliance with the various ordinances regulating building construction or use. For the following. ,, }-,,,t € i };"; Use Classification I Bldg.Permit No. x . 9.L y " , Group Type Construciion - Fire District.. + l I ti l t V, Owner of Building � $ '' '1' -C�� Address Building AddressHty Building Oficial Date:_ PWT IN A CONSFICUOU• P"Ca O BUILDING, PLANNING AND ZONING INSPECTION DEPARTMENT CITY OF ATLANTIC BEACH, FLORIDA CERTIFICATE OF OCCUPANCY WORK SHEET Date Requested : Building Contractor: Richard Pellicer Building Permit Number: 9648 Address: 2231 Oceanwalk Drive West Legal Ueuui IpLion; Lot 20 Unit II Oceanwalk Improvements to the above described property have been completed in accordance with the terms of the permit and is certified to be ready for occupancy as ____ Single Famljy Lowest Floor Elevation: __ 9.75 required as built n/a Sales Tax Certificate: -------- -------------- date submitted BEFORE ISSUING CERTIFICATE OF OCCUPANCY THE FOLLOWING MUST BE COMPLETE DEPARTMENT DATE NOTIFIED: DATE APPROVED: BY: Fire Chief _______________ ---------------- Public Works --------------- ----- Planning Director --------------- ----- �7 -- --- --------- Building Inspector -------- ~� �� PLANS REVIEW CHECK LIST Addressc�� �a� a,„ Owner__ �tc,c ----------------------- } Legal Description_2--" ray - _ Contractor z ' -___________ License Number CGC-a`L`;�LaZi License on File , iES„i NO �e Section 24_101 * Zoning Regulations Zoning District �''?_>`f Proposed Required Lot Size_q�fll) Ja {_ _ Actual Lot Size`�X,;b&tiy-i�?c 9ox��a� Setbacks Required Provided Section 24_17 t s front _� �� vc CORNER LOT JEERIOR LOT r � rear --- -- -__ -�- Flood Zone �'side-1 --- =�- - -�-=1- `� � T Required Elevation p �, side-2 ------ -- -- t-�'--- ------ Max. Height Allowed .` Proposed Height---- Section ei fit --Section 24_82 * Minimum Lot Coverage Required Heated Area _�� Proposed Area_ a4�____ Section 24_161 Offstreet Parking Number Spaces Required_ C;:-_ Spaces Provided Section 24_82 * Duplicate Buildings Is there a similar building within 500' of proposed building?YES Utilities Water and sewer service is to be provided by: Buccaneer Utilities ____ City of Atlantic Beach Utilities Private Source SEPTIC TANK WELL orrp Plans Reviewed by:t- LLI. '- Date Building Permit #--2ISSUE DENIED /lddress• I o T G'Zy iV 11� V G E'o4N IleaLed Square Footage :3 3'4 3 @ $ /d;,5"D per sq ft Q sq Garoge/Shed @ $ j�. S'0 per ft $ ' Carport/Porch 5��@•$ 9.D,T per sq ft Deck per sq 'f C Patio @ $ per. sq ft 4 $ • 'l0'IAL, VALUARON i 'IOtal Ma ultioonx! <� ,5 Ro- aired r Valuation '$ rthousand or portion thereof ' -UC --'------- Total Building Fee 3$ 6V ADDITIONAL IAL, 1'EMUTS-Find/or DE-S REQU:CILt:.0 f + Ai Filing Fee $,_ /.So�. 03 _— 1 tecltattical V/ "Fireplaces @ 15.00 BUIL>?1Nc ITEIMT I U- 1 DD Pluibbig Electric/tdew . .i ___---__-_-_ -----__-_-_- Electric/Toil) Septic Taik BUILDING PElULT Well WAiT:[t MLIEIt CI1111ZQ: $__ S;�� &4h111d1ig pool SL'WER IriPACi' •E $ /0 -S,Od SignWATM IMPACT IIsi: $ rj(�D. ©6 Water Cotutectiou ✓ rLfSC OU5 $ ' Sewer Comection Water Meter ✓ •$ Elevation Certificate GMUD MAL DUE ---------------_---------------------------------------------------;--------------- ______--_____. CALCULA[TiONS Find/or IVIES City of Atlantic Beach Fixture Unit Worksheet for Water Impact Fee FIXTURE UNITS ARE ESTABLISHED AS THE MEASUREMENT OF WATER DEMAND FOR EACH WATER FIXTURE UNIT INSTALLED AND CONNECTED TO THE CITY WATER SYSTEM. THE WATER SUPPLY CHARGE IS HEREBY FIXED AT TWENTY DOLLARS PER FIXTURE UNIT CONNECTED TO THE CITY WATER SYSTEM. _____BATHROOM GROUP CONSISTING OF _ d SERVICE SINK TRAP STAND WATER CLOSET, LAVATORY & BATH ^(8) TUB OR SHOWER STALL (6) _ __WATER CLOSET VALVE � _1__WATER CLOSET, TANK OPERATED (4) VALVE OPERATED (8) 0--BATHTUB/SHOWER (2) _ Q _URINAL WALL LIP (4) __,__SHOWER GROUP PER HEAD (3) _ 0--FLOOR DRAIN ( 1 ) _ 0--SHOWER STALL DOMESTIC (2) ____LAUNDRY TRAY (2) _,)- -LAVATORY ( 1 ) __C)__COMBINATION SINK AND TRAY (3) _j--WASHING MACHINE (3) __Q__POT, SCULLERY SINK (4) _- __DISHWASHER (2) _ 0--WASH SINK EACH SET OF FAUCETS (2) _ __KITCHEN SINK (2) _ CO_ DENTAL LAVATORY ( 1) KITCHEN SINK WITH WASTE ~+ _ GRINDER (3) __Q_-DENTAL UNIT OR CUSPIDOR (1) _(0__BIDGET (3) --O--URINAL STALL, WASHOUT (4) - ()--FLUSHING RIM SINK (8) _O__COMBINATION SINK AND TRAY WITH FOOD DISPOS. t4> - 0--URINAL, PEDESTAL, SYPHON JET J"� BLOWOUT (8) _ v _DRINKING FOUNTAIN ( 1/2) _LAVATORY, BARBER/BEAUTY SHOP (2) - (n--LAVATORY, SURGEONS (2) SURGEONS SINK (3) -:2 ICE MAKER ( 1/2) v2 WET BAR (2) O TOTAL FIXTURE UNITS---3 ___ @ $20. 00 EACH $___-2 0 JOB INFORMATION___.Q-f0.1_1.�.r__O��!4N CITY OF ATLANTIC BEACH APPLICATION FOR BUILDING PERMIT OwnexM/M RaymondF__Hanley_____Address 8421 Atlantic Blvd ____zipI?�6__phone72j=14 s ner dress 2801 St. Johns Bluff zi 32216 hon 42-7 73 � L_.I�Esrnnci to llssn�¢ ---------- - p------p oLL Contracto,Ri.chard A. Pellicer _Address 9802 Baymeadows Rd ____zip32216__phone641=7020 Contractor's License number_ CGCO25020 .......expiration-6ZI0 39--__- Lot 20 Block or Section--II _____Subdivision0ceanwalk .......Zoning3-4_.... Street0ceanwalk Dr W-between0ceanwalk Dr S an�ceanwalk-Dr N _----side--east ------------ ---------- ------- ---- --------- Type Construction Frame No. Units__) ......No. Fireplaces1�__ Purpose of BuildingEst. Valuation $Residence 175-000.00 --------------------------- Utility Method - Water__Cit_______ Sewer---city ----- Dimensions - Building31x620000 Lot90x230x110x256 Size Footings 10"x20" Sz. Piers na __Sz. Sills na ____Greatest Span Sills.....tna_ T- __ Sz. Ceiling Joists t_r_uss_e_sDistance on Centers_2 -0 ____Greatest Spank -�__ Sz. Floor Joists trusses __Distance on Centers T-0nGreatest Span7T_�__ ------- ----- Sz. Rafters -_na-----Distance on Centers na ____Greatest Span na-___- Method of HeatingA/A HP Elec.-Solid or Filled Ground solid RoofAMhjfg____ Flood Zone___B---If located within a FLOOD HAZARD ZONE complete page 3 In consideration of permit given for doing the work as described in the above statement, we hereby agree to perform said work in accordance with the attached plans and specifications, which are a part hereof, and in accordance with the building regulations of Atlantic Beach. The contractor agrees at its expense to provide the necessary access to the properties being developed over dedicated City rights-of-way and to clear, clean, grade, and drain said right-of-way to City specifications. Signature Owner__&4-W-"_. Date Z- 3EWM �_ -- - -------- ------ W Hanle Signature Contractor /6� E -=--Date __T�_7`/_ Richard A. Pellicer page 2 FLOODPLAIN DEVELOPMENT INFORMATION Type of Development: Residence -------------------------------------------- Flood Zone: B Required Lowest Floor Elevation:----- d �-_____ If building is located within a flood hazard zone (Zone A), a survey must be made AFTER THE SLAB HAS BEEN POURED, certifying that the LOWEST FLOOR ELEVATION is equal to or above the base flood elevation established for that zone. No final inspection will be made and no certificate of occupancy will be issued until the survey is on file with the Building Department. COMMENTS: This property lies in flood zone "B" which is the area between 100 and 500 year flood by flood maps revised 1/15/83 community panel No. 120077 0245D Applicant Acknowledgement: I understand that the issuance of this permit is contingent upon the above information being correct and that the plans and supporting data have been or shall be provided as required. I agree to comply with all applicable provisions of Ordinance No. 25-7-11 and all other laws or ordinances effecting the proposed development. Date_E:.��J_-EL___Applicant's Signature � )4e —Mr------- ---------------------------------------------------- Department Use Required Lowest Floor Elevation As Built Lowest Floor Elevation Survey Filed Filed with Building Department ___________ ----------------------------------- Building Department Representative page 3 APPLICATION FOR WATER METER DATE:- ----- 11_l��--- CONTRACTOR:_ __' _ _______________ BILLING ADDRESS:_-LEQI 0 --4. --�--� -------------------------------- SERVICE ADDRESS:_ /� ------- ------------- LOT:--a-4--BLOCK:_______UNIT:__Zr.____SUBDIVISION:__�_ ACCOUNT NUMBER:___L302 9________ METER SIZE:___-Yt/ _____ I HEREBY REQUEST THAT A WATER METER BE SET AT THE ABOVE SERVICE ADDRESS. I UNDERSTAND THAT I WILL BE BILLED FOR TEMPORARY CONSTRUCTION WATER UPON SETTING OF THE METER. I FURTHER UNDERSTAND THAT I AM RESPONSIBLE FOR ANY AND ALL DAMAGES TO THE METER, BOXES, VALVES, LINES, AND ANY PARTS THEREOF, UNTIL PERMANENT WATER SERVICE HAS BEEN ESTABLISHED BY THE CUSTOMER. ----------------- ------------------ CONTRACTOR { --------------------- - ------------ CITY- ITY OF ATLANTIC BEA H 27937 METRO GRAPHICSJACK$ONVILLE,FL CITY OF ATLANTIC BEACH No. 0916 FLORIDA April 13 1988 NAME Richard A. Pell icer ADDRESS 9802 Baymeadows Road CITY Jacksonville 32216 1795,011 TL P A 1 1 795.000KTP Water Impact Fee #43-343-3700 I 93 1 �7&/W8" Sewer Impact Fee #43-343-5200APR 19 1988 916 $1 035Qd6ACE I 93 �/ 1 �P7 ;:. $1,795.06101 Lot 20 Unit II Oceanwalk 2231 Oceanwalk Drive West CITY OF ATLANTIC BEACH ATLANTIC BEACH, FLORIDA 32233 1-3. Al Q TELEPHONE: 249,239:: I APR 191988 UTILITY BILL TOTAL WATER WATER SEWER GARBAGE OTHER DUE DATE METERS y / Ames an Official Receipt ceived Payment I TREASURER RETAIN THIS STUB BE DISCONTINUED PAYABLE IN ADVANCE IF NOT PAID WITHIN I NO REFUNDS 30 DAYS OF DATE SHOWN I DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH,FLORIDA PERMIT NO. 9�`J� Q N 6 4 V PERMIT TO BUILD THIS PERMIT MUST BE POSTED ON JOB 471 900 T 88 A71 'Onr April 13 Date 19 14 92 1 n 4/19/9T Valuation$153,923.85 Fee$ 471.00 92 ' 1 1449 M I I {� 4//19/B l This permit not valid until above fee has been paid to City Treasurer,and is 1 subject to revocation for violation of applicable provisions of law. t This is to certify that Richard A. Pell icer CGCO25020 9802 Baymeadows Road 32216 has permission to build Single Family i Classification New Residential Zone RS-1 Owned by Hanley Lot 20 Block Unit ll S/nOceanwalk House No. 2231 Oceanwalk Drive West According to approved plans which are part of this permit NOTICE—ALL CONCRETE FORMS AND FOOTINGS MUST BE IN- SPECTED BEFORE POURING. PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE 4 014---0 O Building material,rubbish and debris _ from this work must not be placed in public space, and must be up and hauled away by eith r ctot or owner.. Budcline Official. i I FOR OFFICE PERMIT D USE ONLY NUMBER ATE CONTRACTOR PLUMBING ELECTRICAL SEWER WATER .x, s,P >. Aaw 4 'a 0 �'•,, h ��4 R / r 1 '1 '�n - 71t;()CLAIN ( t 0.SIO X 25 � � h 233 WEST D�VOL STMM d - ..C-. __.. , . i..._ iJ 1---- i ._,.i C,__�/�.— — --"--�----- ---__.-—. -------------------------------------------------i •, -:-, ,, SIDEWALK REQUIRED OCEANWALK PROFESSIONAL ADVISOR'S REVIEW LOT 'NO. 20 UNIT N0. II OWNER MR- AND MRS.RAYMOND F. HANLEYPHONE NO. ARCHITECT PHONE NO. CONTRACTOR PHONE NO. ITEM FOR REVIEW RECOMMENDATION TOPOGRAPHIC SURVEY OK TREE SURVEY OK ' PRAINAOE PLAN OK � . SITE PLAN SEE BELOW FLOOR PLAN OK _.�.:,.�..�.........— BUILDING ELEVATION$ FINAL REVIEW OK LANDSCAPE PLAN / COST OK SWIMMING POOL NOT APPLICABLE OKI WINDOWS / DOORS COLOR SELECTIONS OK MATERIAL SAMPLES OK COMMENTS 1 . Height of deck above grade. f 2 . Omit circular driveway--make drive go direct to street. 3 . Shingles must be #300 minimum. - 4. inimum. --4. Site Plan--Maintain 30 ' front setback and 20 ' rear. setback from top of bank ( 15 ' to edge of. deck) . yp°K vJ � 'wV� SIDEWALK REQUIRED PROF6641O`NAC ADVISOR DATE�+ ���Z �; �� � ���''`�.,. i• � �� ,fig f 0,\ 60 cot r .J SITE PLAN SCALE 111 LOT 20, UNIT 2 '"'�• �- OCEANWALK SID t OCEANWALK DRIVE 1N �- - NOTE: FINAL PLACEMENT OF CONCRETE ETREES EXISiNGCT TO UTILITY SERVICE AGREEMENT (Water and Sewer) THIS AGREEMENT entered into this 13th day of April , 198 8 , between the City of Atlantic Beach , a Municipal corporation, hereinafter called "City", and Richard A. pellicer , a , corporation, its successors and assigns, hereinafter called "Developer". W I T N E S S E T 11 WHEREAS, Developer owns land in Duval County, Florida, more particularly described as Lot 20 Unit II Oce anwalk refer to acreage, plat engineering 2231 Oceanwalk Drive West drawings, or legal description as Exhibit A and WHEREAS, Developer plans to develop said land by constructing ' 1 buildings,' 1 residences and/or other improvements thereon consisting of— " " " Single Family and WHEREAS, City is the owner of water and sewage treatment plants and water distribution and sewage collection systems in the vicinity of the property described above; and WHEREAS, Developer desires that City provide water and sewage collection service to said property and City desires to furnish same; and WHEREAS, City is willing to operate such water and sewage collection and treatment systems so that all buildings constructed on Developer's property by developer or by any person, firm, joint venture or corporation holding by, through or under Developer may have furnished to them and to their occupants water and sewer service subject to all terms and conditions of this Agreement; and WHEREAS, in order to provide water and sewer services to Developer it has been or will be necessary for City -to enlarge and expand its offsite water and sewer plants and facilities and it is the desire and intent of Developer to contribute financially to the costs of building such additional offsite water and sewer plants and facilities and to reserve capacity in City's water and sewage treatment plants so that City can provide service to the Development without imposing a burden on its existing customers; NOW, THEREFORE, in consideration of the premises and other good and . valuable considerations and in consideration of the mutual covenants and conditions hereinafter contained, subject to any necessary approval by other governmental agencies having jurisdiction, it is . agreed by the parties hereto as follows: 1. Developer agrees that City shall have the exclusive right to furnish water and sewer service to the real property described above and hereby grants to City. this exclusive right..to provide water and sewer service for all uses within all structures now or hereafter constructed on the real property described above. 2. City agrees that after Developer has connected to the systems of City, City will provide at its own cost and expense, water and sewer service to Developer's property in a manner conforming to the reasonable requirements of public or governmental agencies or parties having jurisdiction over City's water and sewer operations; provided, however, that such service shall be in accordance with other provisions of this Agreement, including City's rules and regulations and rate schedules. 3. In the event that Developer or assigns fails to complete construction of all improvements required to be built by Developer and ! ' fails to pay all plant and service availability and other fees listed in this Agreement within "six" ' months from date of execution of this Agreement, for any reason whatsoever, but through no act or fault of City, this Agreement shall terminate and City shall be relieved of its obligation to perform under this Agreement. Upon termination of this y� -2- Agreement under this provision, City reserves the right to negotiate with Developer a new agreement for any additional sums to be paid by Developer to City as plant capacity and service availability charges, fees or other charges based upon increases in the cost of living and/or such other factors as relate to the cost of supplying water and sewer service. 4. All taxes or charges imposed upon the property described above by any governmental entity or agency shall be paid - by Developer except such part thereof that has been deeded to the City in accordance with the terms of this agreement. 5. The rates charged by City for water and sewer service shall be in accordance with its rate schedule which shall be subject to change . from time to time. City shall have the right to determine reasonable meter size and location. 6. Developer will grant to the City, at Developer's expense, adequate easements for water and sewer lines, for access to lift stations and water stations and related appurtenances. Said easements ' shall be transferable. Developer will also furnish, title evidence satisfactory to the City that said easements are superior to mortgages or other interest in the land, and Developer shall cause any such mortgages to be released or subordinated to said easements. Casements will also be furnished to provide for onsite water distribution lines, including meters and sewage collection lines. Sites for lift stations and water stations and related appurtenances shall be conveyed by warranty deed in fee simple by Developer . to City. Developer will furnish City a warranty deed, title evidence satisfactory to City and any releases from lien holders for any sewage pumping station and water station sites as required by City. Developer hereby grants to City the right to utilize any onsite water and sewage lines and systems to provide services to properties other than Developer's property, provided this does not unreasonably interfere with , service to Developer's n. project.' Where Developer's property is adjacent to any state road right-of-way, City will be granted a 25-foot easement along and adjacent to said state road right-of-way. Developer shall further grant to the City, its successors and assigns, the exclusive, perpetual right, privilege and easement to construct, reconstruct, operate, maintain, repair, replace, improve, alter, remove, relocate and inspect water transmissions and distribution mains, sewer collection mains, sewer lift stations, pipe lines, lateral lines, valves, connections and appurtenant equipment over, across and under the Developer's property, "including the right to ingress and.egress to each of the building sites on Developer's property which are served by City. All such easements shall have a .width which is acceptable to the City. 7. City does not guarantee an uninterrupted supply of water, or water at any particular pressure, and reserves the right to shut off the water in its main at any time for the purpose of making repairs or extensions of for providing temporary or emergency water supply. City will not be responsible for any damage caused by low pressure or interruption of service. Neither Developer nor any of its successors or purchasers shall discharge into the sanitary sewer system water from "non-domestic" drains including without limitation swimming pools, air . conditioning condensation lines, cooling lines or other discharge from any type of equipment. City shall not be obligated to furnish any water or sewer service to any building which is built on Developer's property to which the City does not have access. The Developer hereby agrees and warrants that the City will not be held responsible for flooding problems which may result from the failure of sewer line back flow preventor valves on Developer's property. The Developer hereby agrees to hold harmless and indemnify City for all costs and damages resulting from flooding due to back flow preventor valve failure. 8. The construction and design of all facilities to be ' transferred to and to be owned and operated by the City shall at all times be subject to prior approval by the City and its engineers. City will provide assistance to Developer's engineers as to design and construction requirements and must approve all plans, documents, and construction requirements in writing prior to any construction being commenced. Construction of all facilities will be performed by " Developer or its contractor. Developer will pay the cost of all such construction. The Developer's engineer shall incorporate into the Developer's engineering design, plans and specifications the applicable standards and specifications of the City. 9. A. If the Developer modifies his development plans for Developer's property which would require greater water usage, greater fire flows, additional water facilities, greater sewage flows, or additional sewage facilities than the water and sewer demands previously approved by the City, then the Developer must obtain approval by the City for the construction of such additional water or sewer facilities which shall meet all City and governmental design requirements. The Developer shall pay all additional contributions and fees as may be authorized by the City's, service availability policy which is in effect on the date said new agreement is executed. B. In addition to paragraph 9A above, any other change order between Developer and its utility contractor issued after City approval of original plans must be approved by the City before the change order is put into effect. C. City shall have the right to review the systems design drawing and specifications to ensure that they meet the requirements of the City. The systems design drawing and specifications are to be in accordance with the City of Atlantic Beach requirements unless otherwise •specified by City or its engineer. U. The City also reserves the right to approve the utility contractors to which construction bids are sent by Developer as well as the contractor to which the award is made. B. A representative of City or its engineers will be the .inspector of the project along with the Developer's engineer, but City reserves the right to final acceptance of the work and materials. , Neither the City or its engineers shall be deemed the agent of any other person In making such inspections. 10. After installation of the water distribution and sewage collection systems serving the property described above and acceptance thereof by the City, the City or its assigns shall theta be the sole, absolute and exclusive owner of the facilities of said water and sewer systems whether located on, under, above or outside of the property described and regardless of who may have installed or constructed same to the extent described below: A. All water mains, pipes, valves and fittings and appurtenances up to and including all meters shall be dedicated to and will be owned, operated and maintained by City.. All water pipes o►► the customer's side of the meter shall be owned, operated and maintained by the customer or its assigns. B. All sewer mains, manholes, pumping stations, force mains and appurtenances, including service pipes in public right of ways and dedicated easements, shall be owned, operated and maintained by the City. Except as provided in paragraph 9C, all sewer lines on the customer's side of the property line shall be owned, operated and maintained by the customer or its assigns. C. With reference to any blanket easements for multi-family projects such as apartments, mobile home developments, condominiums and PUD's or for commercial developments, all water mains to and including the water meter, all sewer mains, force mains and manholes in such blanket easements over private property allowing utility operations shall be dedicated to and shall be owned, operated and maintained by the City except that the full length of sewer services from the sewer main or manhole shall be owned and maintained by the customer. All such City lines shall terminate with a manhole. U. by these presents, Developer hereby transfers to the City, tl►e title to the water distribution and sewer collection systems to be installed pursuant to this Agreement, such conveyance to take effect without further action upon the completion and acceptance by City of said installation. As further evidence of said transfer of title, upon completion of the installation and acceptance by the City, Developer will provide• City 'with , a Bill of Sale or Warranty Deed describing all properties transferred and dedicated to the City by the Agreement. 11. Developer shall pay the City upon. execution of this Agreement the sum of ,10¢ per water connection per equivalent residential connection (ERC) as an advanced deposit to cover engineering, plan review, inspection, test, legal and administrative expenses of City in connection with this Agreement. Developer shall also pay to City upon execution of this Agreement the sum of 10� per sewer connection per ERC as an advanced deposit to cover engineering, plan review, inspection, tests, legal and administrative expenses of City in connection with this Agreement. The charges for engineering and legal expenses and for engineer's inspection and plan review fee for non-residential units shall be based upon estimated cost to City: Actual cost will be determined and a refund or additional charge will be made for the difference between the advanced deposit as calculated above and actual costs. City agrees to .provide water and sewer service . to the Developer's property in consideration for plant capacity charges, fees and other charges to be paid by Developer as follows: ' A. A water plant capacity charge at the rate of $20.00 per fixture unit. Such charges shall be due and payable as provided in paragraph 12. , B. A sewer plant capacity charge at the rate of onethousand thirty five dollars (s 1,035.00 per single family unit. Such charges shall be due and payable as provided in paragraph 12. C. A sewer plant capacity charge for any commercial customers on the land as described above at. the rate of Such charges shall be due and payable as provided in paragraph 12. -7 ti 1 D. A meter installation fee to cover meter cost and meter 1 r ' installation (but not including curb stop or meter box) according to the City's service availability policy at the time of installation which currently is $85.00 DOr 3/411 x 5/8" meter E. If available, construction .water will be charged to building based on metered usage in accordance with current rates. F. Hydraulic share of main extensions - payment or refund. 1. Developer recognizes that water or sewer utility service to the Developer's property.. is provided by the use of a mein • a extension and other improvements constructed by a prior developer and that Developer is obligated to refund a said prior developer Developer's share of the cost of said main extension or other improvements. ti Accordingly, Developer shall pay its pro rata share of the cost of said' main extension or other improvements to City. Said pro• rata share shall be based on Developer's percentage of the hydraulic capacity of said extension or other improvements. For the purpose of this Agreement, the cost of developer's said hydraulic share shall be $ payable upon execution• of this 'Agreement. 2. With respect to utility facilities installed by Developer to which future developers connect directly, and in consideration for monies expended by Developer toward said facilities, City shall refund to Developer, or Developer's 'successors or assigns, solely from montes collected from said future developers, said future developer's pro rata share of the cost of said facilities. Said refunds shall be calculated on the basis of the hydraulic capacity and demand of said future developer whenever .feasible. The refund obligation of City hereunder and the benefits to Developer related thereto shall expire" five (5) years from the date of execution of this Agreement. Said refund shall be made to Developer within sixty (60) days of the receipt of payment by City from .a future developer. Refer to addendum if applicable. G. Payment of service availability charges and other additional aids in construction for— ' at a cost of $ 12. All charges to Developer shall be paid by Developer to the City in accordance with the following formula and procedures: A. The advance deposit for engineering, administrative and legal fees and the inspection and plan review fee upon the execution of this Agreement, a total of ; and B. Water plant capacity charge upon the execution of this Agreement, a total of $760.00 and C. Sewer plant capacity charge upon the execution of this Agreement, a total of . . . . . . $1,035.00 . and D. Meter installation fee according to the City's service availability policy at time of installation which currently is $85.00 per '3/4" meter upon application for hook-up of individual lots, apartments, multi-family lots or units; and E. Construction water based on meter readings in accordance with City's rate schedule; and F. Hydraulic share payment, in accordance with paragraph llf-1 of this Agreement upon execution of this Agreement, in a total amount of'$ " " " " ' " " ; and G. Service availability charges and other additional aids in construction in accordance with paragraph 11G of this Agreement in a total amount of '$ . . ' . . ' . . . . . payable ll. Any plafit capacity charges, fees, or other charges due to City are intended to assist - in defraying costs as to offsite facilities and in no way are to be considered a payment toward the cost of onsite water distribution and onsite sewage collection systems which costs are to be borne by Developer. 13. City agrees to connect individual buildings and structures on the developed property upon application by the builders, plumbers or individual owners subject to the operating rules and regulations of the City and payment of all fees and charges in effect on date of application and compliance by Developer with all provisions of this Agreement. 14. The charges, costs and fees for any separate emergency fire protection water systems. for subject project will be subject to negotiations between City and Developer. if buildings of more than two stories are a part of the project, Developer shall furnish at its expense water pumps and other appurtenances as necessary for pumping water above. 15. All plant capacity and service availability charges, fees and other charges as outlined above are based on normal domestic sewage defined herein as containing not more than three hundred (300) parts per million biochemical oxygen demand or three hundred (300) parts per million suspended solids. Whenever water which contains more than these amounts is to be admitted to the sewers, both the City and the pollution control agencies must specifically agree to the connection. An additional charge will be calculated in direct proportion to strength at seventy-five cents ($0.75) for each part per million of either biochemical oxygen demand or suspended solids over three hundred (300) parts per million. All such connections shall provide for a suitable point for the waste to be sampled by the City or the regulatory agencies. An additional charge equal to the pro rata share of any additional sewage treatment plant costs above ninety percent (900) treatment, and of the cost of any additional required outfall pipes to " may be required by City. Developer shall have the right at all reasonable times to inspect the invoices of the City in order to determine that said funds have been properly expended by City pursuant to this paragraph. 16. Developer warrants that it is the owner of or the holder of a binding contract to purchase the fee simple title of the real estate described herein and further agrees to have all mortgages or other liens subordinated to the terms of tine Agreemept and easements required herein prior to any acceptance of the facilities by the City'. 17. Upon application by owners, builders or their authorized representatives, the City agrees to connect the requested dwellings or structures on the said property at no additional connection fee (i.e. , in addition to those provided for above in tills Agreement) , but subject to the continuing operating rules and regulations of the City including, without limitation, the periodic payment of the water usage and sewer usage charges in effect on the date of such application or thereafter reflected in the City's rate schedule. 18. This Agreement shall be binding upon and shall inure to the benefit of the Developer, City and their successors and assigns. However, in the event the Developer has not paid and delivered to the City the plant capacity and service availability charges, fees and other charges provided to be paid to tl►e City by Developer under the terms of this Agreement, and all easement and conveyances required by this Agreement, then this Agreement shall. not inure to the 'benefit of the successors or assigns of the Developer. 19. It shall be tile responsibility of Developer to locate for builders any water and sewer taps or lines necessary in conjunction with residential or commercial construction. 20. Unless the damage to any onsite improvements are the result of the negligence or willful act of the City, its officers, or employees or authorized agents, the owner or Developer ,of such property upon which the damage occurs shall be responsible for the payment to the City of such damage to City's property including all pecessary and reasonable repairs which must be. made by the City or independent contractors engaged by the City to effect such repairs. If the owner or developer of the real property shall fail or refuse to pay costs of .uch necessary and reasonable repairs to cure said damage within thirty (30) days from the submission to the owner 'of a statement• for such charges, the City shall . have a lien against such owner's or Developer's property subordinate to those liens created by or under agreements of record prior hereto, for the payment of such necessary and reasonable costs and expenses for effecting such repairs and restoration to such onsite facilities located upon the owner's or Developer's property. Notice of such lien or claim on lien describing the real property and the amount owed may be filed within ninety (9U) days of the date from the last date upon which any such repairs or restoration were made by the City or its authorized representatives. Thereafter, the City shall be entitled to bring an action for the foreclosed under the laws of Florida. 21. Prior to final acceptance of the utility and other public facilities improvements by the City the following requirements must be met at Developer's expense: A. if the property is platted, one copy of the recorded plat shall be furnished to the City. ' 0. "As built" drawings of utility improvement shall be furnished one week prior to final inspection. "As built" drawings shall be certified by a registered engineer with the cost being borne by the Developer. Two mylar and three printed copies of said drawing shall be furnished to City. C. All lot corners shall be properly marked so that utility company or its engineer can, upon receipt of "as built" drawings, verify the marked water and/or sewer services as to location and depth. I►1 addition, for purposes of locating and protecting installed service lilies and valves Developer or his contractor shall mark each service line and all valves with a►i eight (8) foot pressure treated wooden post in t!►e manner as shown on the design drawings and specifications. Developer's contractor is required to install curb stop, meter box and valve box on each water service and valve as shown on design drawings. D. All water and sewer services and valves shall be marked on the street curb by etching into the concrete or if no curbing is available, a two (2) inch square metal tag is to be nailed to the street's pavement and painted as ,specified pa design drawings, C. Developer's contractor shall furnish a one (1) year maintenance bond in the amount of 100% of the cost of the facilities Installed. 'file bond may be in the form of cash, surety bond, or i irrevocable letter of credit, the terms of which will indemnify and save t harmless the City from any loss, damages, costs, claims, suits, debts or demands by reason of defects in the workmanship or materials used in the facilities discovered within a period of one year from and after the date of acceptance by the City of the facilities. . F. A Bill of Sale for facilities from the Developer to City. , G. Conveyance of easements as required under this Agreement. ll. A deed for .any and all land on which lift stations or water stations or other improvements if required by City. 1. The title evidence, mortgage . releases and mortgage subordinations as required in this Agreement. . J. For onsite and offsite cosistruction provide City an accounting of the actual costs (schedule of values) and releases of liens from utility contractors in such detail as the City requires. K. City shall have the right to refuse to accept title to Developer's construction until Developer's construction has passed certain tests, including, without limitation, closed circuit television Inspection of the gravity sewer lines, witnessed by a City representative, to determine whether the Developer's construction is constructed in accordance with the approved engineering plans and specifications. Said tests may be performed at • least three (3) times: the first test upon completion of the system; the second test upon completion of all building, roads, paving, drainage, and all construction within the right-of-way easement area of adjacent areas. A third test small be required if the City deems it necessary within a one (1) year period after acceptance. L. Letters of acceptance from the appropriate regulatory agency for the water and/or sewer system, are required prior to final inspection. M. A copy of the certified water pressure test and force main test as applicable. N. The certification by the design engineer that the system was constructed as designed is required prior to final acceptance. 0. Pump performance test on pumping stations if applicable. 22. All notices that may or must be given under this Agreement shall be in writing and shall be valid if mailed by United States registered or certified mail, postage and charges prepaid from addressed as follows: To Developer.: To City of Atlantic Beach City Manager 716 Ocean Boulevard Post Office Box•25 Atlantic Beach, Florida 32233 IN WITNESS WHEREOF, the parties hereto have executed this Utility Agreement the day and year first written above. Signed, sealed and delivered in the presence of:. Developer Witness c",jCity of Atlantic lltah Witness e t - 14- CITY OF ATLANTIC BEACH N2 20375 FLORIDA NAME -19 ADDRESS 0-10 011- CITY Z Z f � $15.21 74 When Signed, Dated and Numbered, This Becomes an Off iVtci l0f3 MAKE CHECKS PAYABLE TO Received Payment CITY 'SOF ATLANTIC BEACH, FLORIDA TREASURER