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Permit 1473 Linkside (vault) JOB ADDRESS `f 7 3 �u C l o Su c-2 PROPERTY OWNER PERMIT NUMBER / 7�,d � DATE t - -7 2- INSPECTIONS. FOOTING SLAB TIE BEAM LINTEL NAILINGISHEATHING FRAMING/COVER UP INSULATION FINAL BUILDING CERTIFICATE OF OCCUPANC ir ELECTRICAL PERMIT# INSPECTIONS ROUGH FINAL MECHANICAL PERMIT# INSPECTIONS ROUGH FINAL PL UMBING PERMIT# INSPECTIONS ROUGHIUNDER SLAB TOPOUT WATER/SEWER FINAL NOTES: 3 ADDRESS / QQ BUILDING PERMIT NUMBER INSPECTIONS : FOOTING (� 2 UNDER SLAB PLUMBING SLAB 91-10 T-- ?,�5 FRAMING /U - 8-F3 COVER-UP /U - 17 3 INSULATION /D - / $- 9 3 FINAL BUILDING 3- /9- CERTIFICATE OF OCCUPANCY - -/g 44 ELECTRICAL PERMIT # g361 INSPECTIONS ROUGH /0 - 8 -93 FINAL if.,23....93 MECHANICAL PERMIT # /'7 PLUMBING PERMIT # �� 6 NOTES : 3_ - GA J 4 r, t- CL� r- ISA CCS -/I,___11 CITY OF & 4A"& BWCA-09". e,4) 0/r --p— Office of Building 0 icial 7,4 e REQUEST FOR INS E N Date ----- - Permit No. 76 ------ ---- Time AV Received PM. Owner'S Job Address Lo Nfir~ t ame Contractor CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing Footing = Rough Wiring 7 Rough Air Cond.& Re Roofing 7 Slab Temp Pole Top Out Heating Insulation 7 Lintel Final = Sewer Fire Place Pre Fab READY FOR INSPECTION I--- ' A.M. Mon. Tues, Wed, Thurs, Friday Inspection Made InspectorFinal Inspection ^y Date CITY OF 4&,xi,&,- Bew,4-0;&i d* 4 Office of Building Official REQUEST FOR INSPECTION — ,Permit No176 0 Date Time A.M.m Received Pm' Job Address Locality Locality Owner's 00 Name BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing E, Rough Wiring 0 Rough 1--i Air Cond.& Re Roofing C Slab El Temp Pole 0 Top Out ❑ Heating Insulation - Lintel Ell Final 0" Sewer Cl Fire Place Pre Fab READY FOR INSPECTION Mon, Tues. Wed. Thurs, Friday A.M. Inspection Made 1 P.M. nspectorFinal Inspection C, Certificate of Occupancy C Date �. Pf � CITY OF Office of Building Official -----" (' REQUEST FOR INSPECTI N 4/) Date Permi N f Time A.M. Received _ P.M. ^� A cess L ality Owner's Na JA7 Contractor LDING CONCRETE ELECTRICAL PLUMBING MECHANICAL mg Footing Rough Wiring Rough _ Air Gond,& Re Roofing Slab Temp Pole Top Out . Heating Insulation Lintel Fina! Sewer Fire Place Pre Fab READY FOR INSPECTION A.M Mon. Tues. Wed. Thurs. Friday A.M. Inspection Made �P I %� i ZFinai�InspeZcfionnspe r E"C e Date CITY OF r��i°curtic �e�c� - ��vaida SOI) SEMINOLE ROAD ATLANTIC BEACH, FLORIDA - -- TELITHONE (004) _'47-5800 17At '(M4) --- --- 6.0.1999 SNC(;,, S�, ;SO(( Ken Greene Contractors Inc. 3505-2 S. Icings Road Callahan, FL 32011 Re: Required Inspections for Construction In the City of Affantic Beach Dear Sir: Please be notified that a review of our records reveals that no inspections have been performed at the following addresses: ##14032 611 Selva Lakes Circle (no inspections) #16245 1476 Linkside Drive (no final inspection) ##16716 710 Main Street (no inspections) #17609 1608 Linkside Drive (no final inspection) #17601 ve (no final inspection) Our records indicate that telephone calls have been made to your office on several occasions to no avail. Please arrange for these properties to be inspected as soon as possible. My next communication with you will be in the form of a Complaint against your license to the Department of Professional Regulation. Please call me at (904) 247-5826 if you have any questions regarding this matter. Sincerely, Don C. Ford DCFlpah Building Official cc: Homeowners a„ 17608 DEPARTMENT OF WILDING CITY OF ATLANTIC-—BEACH PERMIT I NPORMAT I ON - L ,AT ON I N'FORMAT I ON e viit ; Number c, 17608 Address w 14,73, LINKSIDE DRIVE Permit. Type:18C>REEN ENCLOSURE ASL N'TIC BEACH, FLORIDA 32233 fess of 6tak;IISCL DESCRIPTION Constr. Tpe*WOOD FRAME Block: Lat;SI. Twp. Proposed Se: SIN0t FAMILY Se tiow D ' Subd: Rng; D Dwellings : 0 Subd vistonWSELVA LINKSIDE Est . Value: Improv. Cost : $2699.�fl Total Foes -, $ 37«50 Amount Paid: ' .. 37.50 Deter PA Work Des P, D Pt3R APPLICATION FEES Name: A , $37.5f1 edr xxxx ATL L,ORIDA 32233 e N'�P r, CON I T ION me: KEN N N I!, I Iddr, 3505 HI tuil Liit: CA- 0 5843 Type, NOTES:' NOTICE. INSPECTIONS MUST.BE REGIUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT RE PLACED IN PUBLIC SPACE, ANC?MUST BE CLEARED UPAND HAULED'AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO. COMRI WITH THE MECHANICS' UE LAW. SAN RE ULT IN THE, PROPERTY OWNER,PAYING TWICE FC1 t �UIL�IN£�III�"RO)'�Et�ENTS." ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT ANDs.SUBJECT TO REV66 fT 0 FOR VIOLATION OF APPLICABLE PROVISIO 6 OF LAW. 8t I sAir ART ENT Igrit IS Y• } CITY OF ATLANTIC BEACH PERMIT CALCUL ATION SHEET Address /4 3 h iillaSf 0If- C9e-C P0f<cM Date Heated Sauare Footage @ $ per sa ft = S Garage/Shed @ S per sq f _ = 5 Carport/Porch peg sq = 5 7 Deck CQ S per sa ft = S Patio S. Pe: -a ft = 5 TOTAL: VALUATION : S 3 7 Total Valuation lst Remaining ValueS,. per thousand or portion thereof TOTAL BUILDING FEE S + 1/ 2' Filing Fee 5 ( 1 Fireplaces @ $15 . 00 S — 37SZ' BUILDING PERMIT FEE S WATER IMPACT FEE $_ _ SEWER IMPACT FEE S WATER METER/TA? S CAPITAL IMPROVEMENT S SEWER TAP S _ RADON (HRS ) C05 � SECTION H 'PAVING c $ HYDRAULIC SHARES CROSS CONNECTION $ SURCHARGE . 0050 S OTHER S GRAND TOTAL DUE S ADDITIONAL PERMITS OR FEES : Mechanical Plumbing Eiectric/New Electric/Temp ; SwimminaPool Septic Tank we! i Sign Finish Floor Elevation Survey Other CALCULATIONS and/or NOTES : P 02 001" r KENNETH L. GREENE CONTRACTOR, MEMO �:. Fool ELLEN BROOKS,OFFICE MANAGER O-YJ �Jc7.�ii�ypO,C�/,O (N�� ,�,t.Gto ,.,Th/t�i� �.�✓1e�0�.,7�h�,,G2 p..uce-. QQ c�vu w��.�_e.e �� ,�✓>ac.1�/�izic.� •Pape 1 P Proposal of P"" State Certified State #CRC045843 KENNETH L. GREENE CONTRACTOR, INC (904) 757-8611 ponc DATE /a;2 cin. !sats AatO m at t.00ATIOPI "44, 1P.111, V_L_ Yrt N vbj s4*m4 sWifwatieft and til-mms-les for ......................-....................................... -Z' *............. ............. .................................................... 5�x .......... ............. ./ .................... .............. ......... ........... ............ .................... ...................... .... ........... it .......... . . -------------------------- .... ................................. ........ ... . .. .............. ......... ---------- ...... ........................ ................ .............................................. ........... ....................................... ........................__....................................................... .... ... ........... .................*..... ........*............................,......................" .................. ............................................................................------- ................................................ ..............--*---*-*------------------- -------- --- ...............................................................................-.............._......................-............................ ........................ ....... ................ .................. ............ ...................... .............................................................................. .................................... ..................... ...................................................................... .........__.............. ...... ..................................... . ..... ....... .. ..... ................. 11TOP11V hereby to furnish m Oft I 3nd la 4' tomple I e with smd"80". for "W of: with IN � Wj t, "I 113n OCC70C tars(S VIC A nt.nt toirnadt is follows Ail material 4 VANW&WtMd 00 60 M"W'%" AM-W tO 00 CO-OW" McCaw*":oeoftdwd 0 " at - y moston dft "at. tree" abalml SPOCACO Aulhcir-zed "W" ov&%-v a" viewit, pivi"only ap"mird""orders. arid-11 bmewwr*MA Signature extra cher"~ow&Now::lid eswrommete, "at,eerwxwts comil"op"Willem slrlkrt.ACC44"Is a,dmim-mww eve calware; ovimmer to Carry OWI ftras"mod "t this priatiovai whir be D"t -mom"we"covered NOW greoW."m 6 COMO"Sam-4.6.1ded, mrlthdrawn by us I net aCctple0 within ------- �frptMMM of VIV;100ai —The itioit pircis spec.1.cdt,ans I A and coviditions we sirtistact"and are hereby accepted vow are autho-z" Signature to do the waist as sWitmed. A&Wv, e- Sign -TOA-JAQ P 02 RECEIVED 'i`,'-' 2 9 1993 J CITY OF ATLANTIC REACH PERMIT APPLICATION REMODEL, ADDITIONS, OR [Sul Ing a�nd}Zo ingh MOVSNG,DM40LITIONS Owner(s) ; �,-�� '� (' , r �1 Address:1�� "7 �n —�` _��--Phone: �p� "1� of Lot # � Block or Unit # - Subdivision: Contractor: �•i , �- `'1'f- e O Yl- - State License # cao c)I'A!5<� U 3 Address: ��(1Qs�j 1'Y�3 Phone No: City 0-n-1 1 a han State, Iip Code ' Describe work to be done: Q��,�(L num sere-'tY, -porch Present use of building: A Valuation of Proposed Construction: Proposed use: 0A L=k 1'11AM Y 1? '\ Is this an addition?- U►�� If yes, what are the dimensions of the added space:�a ft. X �Cft. Will the added area be heated and cooled?r^ New electrical (or increase) ?_rz New plumbing fixtures? New fireplace?A-,ZNew Heat/AC? SUBMIT TMUM (COJ`¢!E.'RCIAL) TWO (RESIDENTIAL) COMPLETE SETS OF PLAN'S, INCLUDING SITE PLAN, SURVEY, ENERGY CODE FORMS, NOTICE OF COMMWCJI�T, AND OWNER/CONTRACTOR AFFIDAVIT, IF OWNER IS CONTRACTOR. Signature OWNER: 1 Date: "`7 Signature CONTRACTOR: Date: Sworn to and subscribed before me day of 1913 RY PUBLIC STATE OF FLORIDA AT LARGE-' �6,01P&O ELLEN S. BROOKS r COMMISSION;#CC 681931 1 o EXPIRES OCT 18,2001 �1 , "C"DED THRU II 4Di V ATLANTIC BONDING CO.,INC. MAP SHOWING BOUNDARY SURVEY OF LOT 81 BLOCK AS SHOWN ON MAP OF AS RECORDED IN PLAT BOOK 4 7 — PAGES BS- 5 8 OF THE CURRENT PUBLIC RECORDS OF DUVAL CO., FLA. FOR- L'E/y,rEX yo/NEs 4CoR10a,nAr/o/v NOTE: BEARINGS SHOWN HEREON ARE BASED ON THE ABOVE MENTIONED PLAT. lz 9/ D E a.&Wr jtT tl�f�< � � • ..' 1.5'JE.A• EASFMENr 2i.t' c��'�6 Q w J� '9 qD 4.1 n1 Fivirsi Fisea wc Ec�vaTie.v:(/S.o�) ?•5, }Y, �G:�✓'DO„/V \ol �, " E.9✓ES 2v 23.5' P'p C OF A�� /3T Q E D .7' 2DING BEACM v OF, p N 0� 7998 Ilk * f OP OFl�A�/K � ASEME�c/7 �R� f7ETE�/TlON � � ACCE'S$ MA/NT NAS/CE � ' {AAW 40C Avrfe _ O G,porr41 Q c'we,i✓ci 'c m x EASE,NEN> y.— .,. is.(v:,9 ANANMVuT Awvt � ,J 4114111 vi+1 iUUUlti HOST STRUCTURE-EXTERIOR PERIMETER WALLS; . Job Confl ation: X q length: (. by Wldthtpto)ectlon: PATTIO CONCRETE SLA13 Rent Panel; 3"Rleer by 12"Wide,er U "Cotnpoelte Panel x 31 cLb 'fix I ib with Clear Span ot: ( and searing Wal ovethang ot: IAdd I nq S IZ Wet Components a Spacing: ole:rooting under roof beefing well(ONLY) ' NON•BEMINO(Sidi)WALL(S)Needer(TOP P1e41:1X2 helm 1.040' sole Phil:2X2 2.045'open Beck/Klckpleie er Chelr Rel(Pur1n):2X2%.040*IIS POCIT•I NO O„ 100plate ol; Ql YI tE4 Nblghl ol; fleartnq Wal Nen r dqe eml: ___�Z�[LLl l_y .�' ((''��,, .ibgntfth of t'e1t� P�_e,,[[slsMAnnne: rr�� ®Spacing oh N o,c. J "t tylLert 5lde Wal a Spaces o (p, o.c.Wtr05.ts of'139dAa0 Sohematlo Plan View-FootinglFoundation Loontion fiRIgM Slde,Wal �- spaces® U" O.C.w/Posts of It Existing House ('Host Structure") Perimeter Wal{ Patio Root attachment to house fascia � —_ (see SecBorUDeta{)on Sheet 2) _—_`r_+_ _ _r 03 o l o l G IZ, Z i �� O off. �_----� --------------------------------------- ------------------------- a- 1 Concrete Slab Perimeter_ `�r Gutter Q Roof Edge __ t Len Concrete Patio Slab/Foundation and 'Front' Wall Right Side Side Patti ' Patio Root V Root Overhang Patio Roof OutSide to OutSide (including side overhangs) Overhang PLAN VIEW - i'AT10 OCKCCN CNCLOOME (Not to Scale,- Schematic) See Special Attachment ecllon I Detail(Sheet 2) Tributary Root Area (K Panel Clear Span+overhang) Root Panels-$02kmponent Schedule Gutter--1 y 3 HeaderHeader/Edge Beam I I (See SpeclAcatlon . I Component Schedule) 2 House ` hoot Panel Char Span Patio 0 (Host) Side Wall Post Roof Overhang Overhang 01 21 r7 1U, 2X2 Kickpiate i Chair Rall 0 .�=-- kanl ml ATF ► . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . .. . . . . . . . . . . . . 01.1crtificate of Mccupancu (situ of Atlantic Nrac4 — Yloriba Department of Nuilbing opertion This Certificate issued pursuant to the requirements of Section 103.8 of the Southern Standard Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances regulating building construction or use. For the following. Use Classification Single Family Residence Bldg. Permit No.7188 Group w[frame Type Construction S1fFire District Atlantic Beach Owner of Buildin Centex Real Estate 620 South oint Drive S. g Address -ackSonvi� ey Fr 2216 Building Address 1473 Linkside DriveLocality Atlantic Beach, FL 32233 By. DON C. FORD Building Official Date: POST IN A CONSPICUOUS PLACE „��11,��JJ__ CITY OF 1'�t+t�4^& 18"140 9G- � Office of Building Official REQUEST FOR INSPECTION Date f PerPill i•lNo. � Time / j rt A.M, Received 1 P.M. , �. > ,c - % Job Ald�rl/g}ss ocalit NamOwne <� Name _----- Contractor -- BUILDING NCRETEELECTRICAL PLUMBING MECHANICAL E Framing ❑ ” E Rough Miring ❑ Rough ❑ Air Cond.& ❑ Re Roofing D Slab X Temp Pole ❑ Top Out ❑ Heating Insulation 12, Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION Mon. Tues. Wed. Thurs. f'k4 C A.M. " Inspection Made _ ±'_ _. P.M. Inspector �..---` Final Inspection ❑ Certificate of Occupancy❑ ' Date I\\ s3 \� CD % \ k6©n w &/\\ . 3 C) p g m «� \ ` TA -0 0 / f LO ± \ /$ ■ n alp \ . } « 03 , \ � kA & \ / \ C©� 0 � J � � \ © $ /o � � g r . .. .. � « k# � � n CITY OF Office of Building Official REQUEST FOR INSPECTION f Date _ -_--- Time Received fr L/ PM. t Job A s ocality Owner's Name Cant BUILDING CONCRETE ELECTRICAL PLUMBING f MECHANICAL Framing ❑ Footing i= Rough Wiring ❑ RouAir Cond.& ❑ Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out Heating Insulation — Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ Pre Fab REINSPECTIO A.M. Mon. Tues. Wed. "�t' Friday P.M. Inspection Made 1 Inspector—_-:: nspector __- Final Inspection ❑ Certificate of Occupancy❑ Date OF -=AbDITIONS or CORRECTIONS t • NOT REMOVE JOB ADDRESS DATE THIS JOB HAS NOT BEEN COMPLETED The following additions or corrections shall be made before the job will be accepted It is unlawful for any Carpenter, Contractor, Builder, or other persons, to cover or cause to be covered, any part of the work with flooring, loth, earth or other material, until the proper inspector has had ample time to approve the installation. After additions or corrections have been made, call��Building 12coartment f rran ins ection. Field Inspectors are in the office from to Monday through Friday. FLu G Q ELEC BLDG B-4 PRESS HARD-USE BALL POINT PEN MAP SHOWING BOUNDARY SURVEY OF LOT 81 BLOCK AS SHOWN ON MAP OF &7414 ZIAIX51404 ' 41&17' Z AS RECORDED IN PLAT BOOK 7 PAGES 18-1-19-4 B OF THE CURRENT PUBLIC RECORDS OF DUVAL CO., FLA. FOR: L'F/S/1EX 141MC-5 M' 9100,VAMIAI NOTE: BEARINGS SHOWN HEREON ARE BASED ON THE ABOVE MENTIONED PLAT. L/N1f9/D E 'o)v1 vZ:' l50' Fria�vr �i/r rv9 rl ' 00x ODx j/r.is•�f ��/ f0 [®•G�/9 LB.GZ/f �. 24. 90• G/•OD ' • . , . �s' so.oo' t) N //.9' W ;m /Z Ct a � �•LPY4T/ON:�/.SOO) 2•s, ic/G'�5=00"`t/ � zx �-sTaQ y sricco �, - � N \ \ •. "� - '' Cts � EASEME/c/T fa,4,, aErE/��ioN W �ACCE55 MA/N'7' N.9�/CE � � taav s1F KAOrEi¢ kZ o � � ��torE i� c'u/IA/a FES _4,�'___——x 454.5E AFIV T./ 4i ,M.�rww4rct.mt &/(;: CITY OF lr`'+&s^& Bbl-&Vk" Office at Building Official f/ REQUEST FOR INSPECTION Dater'1 Permit No. -- Time 7` A.M. Received PM, AK Job Address Locality Owner's ---»._�__ 4p—e Name Contractor BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing ❑ Footing E Rough Wiring G Rough 0 Air Cond.& 0 Re Roofing E Slab ❑ Temp Pole E Too Gut ❑ Heating Insulation a Lintel ❑ Final ❑ S er d Fire Place 0 Pre Fab READY FOR INSPECTION A.M. Mon. Tues. Wed. Thurs. Friday P.M. - (q:�: Inspection Made __— _ PM. Inspector r Final Inspection [I Certificate of Occupancy❑ Date CITY OF 4&4a4'c BwaA-09" Office of Building Official REQUEST FOR INSPECTION Date Permit No. 7M'9 Time A.M. Received P.M. -13 J?�-Address aiity Owner's Name -- Contractor �MECHA�NICAL CONCRETE ELECTRICAL PLUMBING ng Footing E Rough Wiring G Rough Air Gond,& E) Re Roofing Stab ❑ Temp Pole E, Top Out ❑ Heating InsulationLintel D Final LG Sewer ED Fire Place 0 Pre Fab K READY FOR INSPECTION Mon, Tues. Wed, Thurs. G-1–t 1!5 A,M. Inspection Made —A11L,..PM'Final Inspection C Inspector--,----- Certificate of Occupancy Date CITY OF 4&4odw- Be"A-A;An& Office of Building Official /3 REQUEST FOR INSPECTION lyeo' Date_Z& -71 *3 Permit No. TimeA M. /0:3 Received _� -3 11 Job rens ocality Owner's Name --------Contractor �SINGFooting ONCRETE ��ELCT��>:��LWU�MBBING MEC ANIGAL 0 Rough Wiring T 0.Out Re Roofing lab E] Temp Pole 0 op Out Heating Insulation Lintel D Final 0 Sewer 0 Fire Place ❑ Pre Fab READY FOR INSPECTION I_A.M.l Mon. Tues. Wed, Thurs. rFdday A.M. Inspection Made P.M. Inspectc: Final Inspection D., Certificate of Occupancy D Date ' 31R',s 11eepp''� / 6110"-0.17d'�, . •••� 11 sweear Smr wet 11,42 A'poo aeslert I l. ij.--� •, ,tlMtwd ro 1.2x04 a'Pal/pateas 1,w 3'mdcnso abv.n ►10a ttvw am24'a c. ae,aatw omm 142 Moxa.. natty eve smwa, wel tntott'tod .��}yy f't2'sO.W'totmt swe�t+arse01we NAL stoat ennead to 2't Y.2`a3' tont rax,wan r t 10 eeow+P•111111% 2 1�( &2'son sroa.ti wbm Moscow.. j navonaws. Post- trap own saouard TYPICALSSCRE-EEN OR'2 LASS ROOM , (� Y4 os _ Z a2', wt _ Side,rap mt•e Z".Z"O A ! we wen to •b„nrtltn Mn Eetwq reswsltee 'Tito .��a ebroeltatcas to,a2 sglw iatt. awn Mena Pen re eheMel wiM 3 i1��__ 2-Dolt l l/a w..!Os l2 5M5 veto If orwrs Gtlta well tlta„n Za IOr IbZ•sls all -�-Perms OttraltJ sfDiES: Mdw f•aZ•eean� � V✓` .no eewenM OPtter_,t,el t;•-�---^•��, a Pere.oetiet. ro Penn wwn ttoe.Mott won maeon CM t \ beat onoowio to ..^2-10. Don 3•yarn 3'atwtnea+newer2'~ft wall 37o to wen �-terwee,ecratee1 2 en awaar 2 w..Dat,/2"n awaas. eeener re Dell wt11 N!2' P.-8 s i•SMS veto.diners Pa mate. - ...f0SMSwMr^waan ttof well. Front and was astsn 7'aZ`s004' m aP"r4r sesame P.atx Z"+."._sten ono sotnns t nn +eu onsawe to Moab Ppenmes bsaro told.rhost end aware ,�+^---•.••••-� bah Imo.rW16"s Penmo+'mL Pira.COIesH iPOCrae eel - bran wen aeener aces rtad Taaw1 X94 11" .. 244'aaawr Sob'■2 IM• �..�._. . . r,to serves wed wMera. I 4wet ser m 6'Nnanmo,wry veto rt + Letlla wen owl am Z4' w 6'from Mosel+ M.I.slae,,rtdtn to tray on / - os." onto wale POU and 24'ex "T 4rPat 3`t1'ewasaw. ()arg10/sese.Ptoro ease.Mor Pwr40 o sw.pt!' apt W.+array PtMCiwa Mfmaen4roaP. Moan es4e at+tat , 1'aT•a0.040 24` To sewn trent tall bear,trap �ptA us0 'O'ws 2�ateL lase ere tapv'i'raaw a1DETAIL Yt sten.Ser Toaw a Tel" " -0 0.014• to AN^04ORM !nj` � o I I 10n N..10212'"12'at 7w1. Sse atarf USE neon Ltrers rf eolrpq OF �IiI�V 1�IlI anup. ftoR� -� m:.wla. ''W •�• • Ma.bee 2'a Z' Mat. Or ee. l - test seats aoeL. tlpd.T484 rt2' L +r ( COPYRIGHT NOTICE Tama ser Moat Ta (filer.s an won arsat.} IZ":3"t:3105' H14 RISER PANE(, Copyright 1993 - Northeast Florida Chapter WITH NSULATtON AND COYFR Aluminum Association of Florida, Inc. dleoost lestaa a01emise vete.an owls Pot rest.Tytaeet"so saw 1msP4. - All RiahtS Reserved. Dor. • azzcmr or o8RT68S is HEA=it= 27tON TOP or I'm 2• FX= To BtJTSTls of waLL sma NOTFS-:stall sqp eosdleenrarawotl01tne allw.ssw laW am. f i Cow awasom-a.OW tndnlCaa Penh-ft et ntoopoal:este. •1/2•a2`I/T`o.,'roll Job,PPitq alPli NQTE'SP1/tappeq Fernee retewrq en. loaww"1t N Shol Moe dosed wan orant oto Poo boo w/M/t flet neoo set.- altcwlorPo t0"opal seWtown agawwll i ese 19 fsataraO4t Mott eaAaq a wtdiw enof ,n7n 2n.ba 3�ttl2`►IOSMS tarwSMSf.wn. aereets. r3f4`SNS 1'a 2"onwen.` Poo der...:+veto. to ttesnan YRO22 2UR YA)= SO HL S2=01= XT No. Si 5/8' ropes. ((''��''��2Y t aresw+ Sae sneer 2 .. oto tow mosCRDSM aratt+,.roa Par 01101,ossa. or tablia, end ti t0a sg1aS�8 �.liD SCRIM. 3owlsms Sa.e.,s sone.,,amp at,a 12'en ell low-at tats oto 24'm I D'tfT2•r..lOSMS tams of+"vas Cerner twta on awes,Pmol. _ nos tsaawi am&. JOB NAM : It 1 kots pone• ��^ 'a� NI pe ptrweMd vent 3 + sz s!1!• Mm3 /2`tannetr aroo.tenowc n..(Ot✓2"SMS TO J=IS 248 ADDRESS: am w1M 6sb'gslD a to Pe A b os.em r� r WAW or tow swan. wnastrd to. a Oen rai4s. Sea ea aaewa nems son tont+1lwear cowl". GLASS OR SCREEN ROOM POST TO COnE-t-CIMN TO EXISTOZ •WM Coaroew soon alarm.-Mtmwn nom one DRAIMNra IS FOR 3 PERMrr ONLY BAS: AND POST TO BEAM DETAIL MO$fLE !TOME` nos,sinchre a nrenvo r fonwolow to W.I.Is,ssnaTlOr wb strata,+nwrmwn as Tats"A.laa is tat Ml s*uwe wtawrl.thimm raw"or Want .warty"Or L4traraeL L. nssserr Ma tui ver at atLswePPCLP/Co►+CO. WIN" rwlnlCawfwl) W,mM IP N'tW m NMraa r.1.twrrrsa wlwtriflw. tr,oawtrle. is Moor vaLJP wrTwar M, aa"M'3 a/Pi1tlaF.Ye rllaosLP x41.p A Msrta rILL CONT ataesot M:Tn TIL rox Y astae.Co^r nr"is. [LA�WR7ENCE E. BENNETT . GtNGINEER Q DEVELOPMENT CONSULTANT PO $ox 4368 South Daytona, F1.3212t-4358 Phone no : (9D4) 255-9950 G DRAWN Lw8 SHE.�T Of ! BE;AL :10' ,_aa 1..9N fE.92.0 Da91af � mmmr r.ol(Ser dew) ••• �,r,yT lYli 2:D1atl Kita I Om AIZA. tiL9Ai eftel 2latglG,t t • O. M •r-6Ybi L'1 e1iIIt► si 7 41� M71�GORE,-a,Ymm•.I•.e.l,--AM O"m D-w rOr•I.D Wrr \ ,• a2•- D- re.,esDD, -w• . e. sI•- a- MDT.w•. aL' 6L• 1ULL a. 6/`' W. i�.�i-:o;«r• a•-rr e•-.• ••-aa' 6•-r s•-.- s•-r ••-.e• .•.s• ` 9• al•- ,` 14 t•.e.Oae• e•-r T•-r 1--l' 6.-.- ••-a• ••-t• r•-te' Y-r arae aro wo up a"bol en0 1'r 1'too R 9660''.0 Bars lW w aElan 2•.2•.e.w• 9'-r 9•-6- 9•-17' r-r T--1• ••-+• r.. +• 1a• a- 2•.x•.0.060• r-0• 9•- A I'a/'Sam a 16'at r ++.- r 60•-r fr 0•-2• F'-It• 7•.•. �._2. ._2t• 2•.2'.0.992• 12•`71• a2•-60' la•-t- le•-6• 9•-67• .•.6' 1.-1' .•_r 2 iu.p Lt 12•- f- 13- r.2•.9.060' w•-e• .•-u• .•-r e•-,- ••-r s«u• +•-.• s•-r ..ten. I 1/!'•Mer1.1r OEIG la'- N 2-.2•.e.w• IS-10. u'-1+• u•-t• t!•-a• 9•-22• ,'.•• 9•_ 1• 0•_+• r'�� 9201 mot Vie" e r,a•,a.o»• 13-91 t2•-r It'-so. u•-2• 7e•-a• w•-r +•-r +•_ ,- 17'- 11. •OONTCS M N.DI.Y..ADW NC XVTNfTOM Yall.9,-M DTTM WA...0 M. 1 OCCm t[ r�2 /��.•�� I /to.1 1� E $I$ r �.- r A.CT.p.a M LCSS I~2.O.C.Wo JWICI b LOO CO t%x?t•00.O1TM1M••'ACJ.►IOC s •9.7eNTa ro AT 2.D.C.waw7M.w. o i r 14'bad*at n06-paH/ � alms. 1.GLASS.Opel. ,K"0111M C.M ALml. OIWow 0-.w Y0 Iw 2T.11CTum1 Dtlai Of ranf.MMn Dean - IA'- �- S19•a1S moo TO M 11DIONT W YI.EOM.M.Dam-ms U ws GLASS AOOMs TO ` \ - Wong 940 CwW Of .r +a'- +• WE-.40 WS1M sllm. ums"T-WINDOW'007 O S wM ,A 2•:T'.a."- 0 ApOnred flip as Iecured .006 mmYtay am C.TwmTm'O M'NOWT_D axr..M W-IOWTG r.,....W M COWss lft - �- �� 0A 1Ms AM RtAM TAGLCS.AOOITZAN LL 2•1 2•f o eW•sTw 6M.,2.BE AOOCD FLUR� t/t.I r km ant.UP. to +• 1.aaA TK raMEw ae9.Dat re.iL. foe'0 21'of Ditn - F.T.Z,:i' .sae..r �"�'�`i7•=T- :. vru.I.D9n,,K+ww e CTaue2L I .a areeu Saxe,' Lttt.ua Duna: �•� j• aI•- Y tOREW TK 91MIL lE•L SLAM Wit AT w3m 9CLOC2TT or k To r u•- t- r..y92a.nf <• A as RrA.ir9s • - . r Is r t e• 12 •' COPYRIGHT NOTICE C s S-10.to NYF Is;_ar CODyricht 1.993 - Northeast Florida Chapter Aluminum Association of Florida, Inc. WOW FRAUED LITUTY OR FLORIDA RDOY u•-u• All Rights Reserved. r u•- r• i r aa•- r - 6• l0•- 2• t Y 10•- r A r 12•- r T6iLi si MA3.Mn±+ ai6e gLn tt�! 6 a4AB Tantg i_:s Mz. two' AMA Won AUM"M rosr rox a xovss r"ona 0002 Tw Aalm "-°^' FOA ALLONAALS ROOF AR=A USE -ARIA- .2 1 (r/7 -D.N.) s 3iii 9.L TON SFAS.Lor ReArIR9 T1sZ t AIW9>Q r: -A-.r EZAPFLE: 's•- r• r ..121. a O.N. » 2 7ttus: /IUA• . ,f or A OVIOUL"O a- M \ POST TIM PAZ. AL=VROOT AREA 6011 VARIOUS TTTE POST IM ST WA 2222 22AMVt2: TON 'A'-S• - 1•-a• 60 TO I• TIPS%'A• ION LOADS ARE W111O_9=IACITT_LDADS- � Xm L®t tJ 3862 I=ms L• 3324 1]£M L"p. V6"l Z'MQ9 IK'a..Om1 POST Na POST PAr 9 r N 2 a NYI1. T- s••-tr- t3E� SQ i1�E 124 ) - I. T.r,_ o. a,_ T. Mnvoal7✓rau. �-z a-:0.060• xou. TmwsD.. ' 7•-9• 9.760 167 ao=u s�aabe r' II8C>�ii i t:fes-- o• t_ i� 3� 2: AUWRf.n cmrn9 rbr 3-f3•a0?S' , 116 L' 1L e• !•- Y �•- r ••: a• erect ?•z 7-x0.060• lCALLOTID• IT- 1e'- ,• •.-12' a•• r• ••- r 104,0• 900000 in- So- r To- .•- 0. - .•- 1. -j a• 6•- r 6•- I• ,•- 1. 11•-t0- t..uo 277 r Ie•- s . r r_ a•- .- o.123-MST- r•a!••` 1u1••--li,•- 9eT9a••-- T3,Y:0. 99-:1 :.0.091-ar •,•f•••-- •••- .•- r_z •'T 0.123-Tm . V<•ru am 13•- 9• 16.1 90 .99 LT.-l0' T9•-Ir 7•- T- A}LO60 T-6a2--tr T•- r ++ e' 6•. aa• I14'eR.a.r9 :ALLOT 2103 xL I• 73•- s- Y., ' 9. • e1enODo to rxrcros. a• r- r r- r a•-u- DUMB afDf.R••Je►n ALaeI r a•- r ,•- Y. ,•- r Io• 3•- r a• e• ••- r AU.AQ\LW CONVENTIONAL CONSTRUCTION Pwwr7 2-r ••. 0.»9• m u•_ 1r_ r_ 0 a• l0- t_ POST CONNECTION wr a•- aT- - u•- r u•- r r D•- •- r- r ,•_ r e• T•- r ,•- t- o•. r u-7t• I2•- r L: L0,01e.ZF 9 7••- r- I••_1r '• '�- '• '•- •- '•- 7- LAWRENCE E. B E N N E T_T •sr u607 •• 9•- a- A- D- ••_ r +• s•- 7r a•- a- ,•-tr '' _ ''"tt" CIVIL ENGINEER a DEVELOPMENT CONSU_TANT ,,, ,.._ ,. 2•a . . 0.920 TTtT�p _ r .� r ,«_ r w•_ s- .•_ ,. .._ .- P0. Box 4368 South Daytona, FI. 32121-4368 ,• r- r r- r e•_ s- r 1• .• .•_ a,- .•_ 1• ,._ .- •Phone no.: (9014) 253-99E0 / •.•- '' +1'- .. D•- r T•- 2• •'- •' .rid...^'. i.•. Tr iii_ s-_ Z 220 MT n.e I.o�O nexEa, 4?�1�af49L.nrE3 ro...St$u EffiL bi ..•_ .- Ia•_ , !Wmm)SLAYS!'_` a aauc.0. >u .�t mb:!LM•9041.• DRAWN I .rr„9eD.«...... L W B SHS O F' S'Q t FL OODP"XU DEVCL.OPMENT INFORMATION Type of Developments v 1 Flood Zones ...._..�M__ RequYred Lowest Floor Slevatioa s Yf building is located within a flood hazard zone, a survey aunt be aide AFTER TNS BLAB HAS BSN POURED@ certifying that the LOWEST FLOOR ELBVATXON is equal to or above the base flood elevation established for that sone. No final inspection will be made and no vert"ieate of occupancy will be issued until the suvvey is on Y11e with the Building Department. COMMENT81 Applicant Acknowledgement• ! understand that the issuance of this permit is coatingent upon the . above information being correct and thot the plans and suppoarting data have been or shall be provided as required. i agree to comply with ail applicable provisions of Ordinance Ue. 25-7-11 and all other laws or ordinances affecting the proposed develop i A scants Bi ature N�--MSN--N L� � . rr----- ------- Department -----Department Use Required Lowest Floor Elevation ., ----------- As guilt Lowest Floor Elevation ------------- Survey __-_-___-_ Survey Filed with Building Department _- ....------- ------�....ti-..-........_. Building Department Representative page 3 ASFI-3844 7256 DEPARTMENT QP QUILOIiNG' CITY OF'ATLANTIC BEACH ,. 1 kMI T I N FORMAT I OM LOCATION I NFORM.AT ION rmitNumber: 7256 ddreas. I73'.,LINKSIDE 'DRIVE Permit . Type= PLUMBING, A 'LANTIC BEACH, FLORIDA 32233 ass of Work: NEW -_----1 „ I.l LEGAL DESCRIPTION �..,._ const°r a ; Type; WOOD FRAMME of: �l 1310 k:: Section.' Pr ed Use* SINGLE FAMILY Township: RNG* 4 e i.ngs = 1 Cade: ? ubdivisa' o SELVA LINKSIJ3L #2 t imat rd Value: $0 .00 Improv. Cost : $0 .00 V- TotAl Pees Amo ir. 4.' VQ 4a $57N00 Date' 31/93 b rk ,UING 114 NEW SINGLE PJW, LY RESIDENCE pTION _-- ��» �� "' APPLICATION FEES Name TE Si I i afiRM1T $57 .00 ddr DRIVE WATER IMPACT FEE $0 .00 FLORIDA 077 3WEF"- PACT E PC3 lv" D , H»R»S. fi .0 i , 'C C ORMAT1OIW -- __--_ RA�ON1 GRAS - 5$ CI .00 Naim.; `U Tr1 MSI t3 WATER TAS' $0 .00 cldre2 IG.. Lo �.. � SEWER -TAS - *UO t JACKSO I,E, -PLA. 3210 H"YD.RA L I CL :SHARE $0.00 a oen e• + FCD19 Type': 9 CAPXTAL IMPROVE. SSC.H IMPAC` FEE I4 ;NOTES; NOTICE,—ALL CONCRETE FORMS AND FOOTINGS MUST BE IN$PlCTfD BEFORE POURING PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NQT BE PLACED IN PUBLIC SPACE,AND MUST BE ( CLEAR'f;D.UP AND HAULED AWAY BY EITHER CONTRACTOR:,OR OWNER d a`M1 k""FAILURE TO COIMPLY WITH THE MECHANICS' LIEN LAW CAN RESULT IN PRaPERTY OWNERPAY TWICE FAR BUILDING MR©VEMENTS." d IS$11E0 , " .PRDING TO'APPROVED PLANS WHICH ARE PART 01= THIS PERMIT ANT WECT TOTR&dpk FOR 111pL1►I`iC1 APPLICABLE PROVISIONS OF I AW. � �,Qp _.,,. a t, IPT Ml16ERa ib3901 ATLANTI :BEACH , II,DIN:G DEPARTMENT tri, l t tt.kESa>,..'2sn,.#f"„. .. 8..".?�zr� CITY OF ATLANTIC BEACH, FLORIDA ApprovedbV APPLICATION FOR ELECTRICAL PERMIT I TO THE CHIEF ELECTRICAL INSPECTOR: DATE%, _..L IMPORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, WHICH ARE A PART HEREOF, AND IN ACCORDANCE WITH THE ELECTRICAL REGULATIONS. CODES AND CITY OF ATLANTIC BEACH ORDINANCES. 'ELECTRICAL FIRM: MALTED ELECIRICI&N SIGN RECJoughum NAME.. �..X ©�"'t�.ADDRESS:.,�"rj�/� �-,f//�/�-�!�� . ��•RFD. BOXY. BLDG.SIZE BETWEEN: RES.tv AFT.( ! COMM.( I PUBLIC t ! INDUS.I 1 NEW FOLD t I REW.t ! ADDITION I ! TRAILER I ! TEMP.I ! SIGNS i ! SO.FT. r FEE SERVICE: NEW 1 INCREASE t ! REPAIR t I -- CONDUCTOR SIZE AMPS &Q COPPER I I ALUM. C OR BREAKER AMPS PN W I�V �� %• EXIST.SERV.SIZE AMPS PH W VOLT RACEWAY FEEDERS NO. SIZE IND. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL 0.80 AMPS. $1.100 AMPS. SWITCHES i.. l• INCANDESCENT _ FLUORESCENT Q1 M.V. 1 FIXED 0.100 AMPS. OV[q ,1. APPLIANCES BELL TRANSF. AIR H.P.RATING H.P.RATING !. CONDITIONING COMP.MOTOR OTHER MOTORS AMPS CELL HEAT: KW-HEAT 0.1 OVER MOTORS N.P. VOLTAGE PHS N0. I11/P. VOLTAGE PHS MISCELLANEOUS BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH ATLANTIC BEACH. FLORIDA 32233 PERMIT CALL-IN NUMB& APPLICATION FOR MECHANICAL.- IMPORTANT --- Applicant to complete all items in sections I, II.,lII, and IV. I� Street Address: 14 73 LINKSIDE DRIVE LOCATION OF intersecting streets: Between q .A4T OLE ROAD And ATLANTIC BLVD. WILDING sud.r(ivisron GFT VA LINK,9ID_E_- T1Q1 -- )I. IDENTIFICATION —To be completed by all applicants In consideration of permit given for doing the work as described in the abcvo statement we hereby agree to vo,fe••n said w0•t with the attached plans and specifications which are a part hereof and in accordance with the City of Jecisonv;l'o ordi-aces a^a of good practice listed therein. Nenw of Mechanical Contractors C ACA 1 2 6 2 3 Coatracter (►riot) MANDARIN HEATING AND AIR Master Noose of Property Owner CENTEX HOMES 3 S4460ure of OwnerSignature of er Authorised � Agent Architect or Enginoor III. GENIERAL INFORMATION A. Typo of hosting fuel: B. IS OTHER CONSTRUCTION BEING DONE ON Electric THIS BUILDING OR SITE T YR S Q Gas—O It (3 Natural CI Control Wilily IF VES, GIVE NUTABER OF CONSTRUCTION O Oi PERMIT 7188 ❑ Other — Spoely, IV. MRCMANCAL EOUIPMINT TO U INSTAUJW NATURE OF WORK (Pna.ide complete Int of compooeok on back of this form) L:? Residential or r Commercial Z Heat ❑ Space ❑ Reused EI'Control O Hoa VY- New Building e Air Condrtioniog: ❑ Room Z Control © Existing Building ( •putt System: hbtorietB 0 ARD/FLEX jWck.... 1 2 U Replacement of existing system Maximum capacity 1 9()Q._�..at m. f3—New Installation(No system previously instslledl Q Refrigeration CJ Extension or add-on to existing system O Coolioq mer: Capacity O Other— Specify Q Fins sprinklers: Number of heels Q Efovew O Meollh ❑ Escalate THIS SPACE POR OFFICR US&ONLY O Goac"o pump`._ Ismlmbor) �ReeeMl) Q Telmklr_ Iaumber) Remarks CI lK co"skor#6 Ilwmborl O UeRnd psewwe ve" O IsAm Formif Approved by DO O Otba — Spoc* Permit Fee Uffr ALL EQUIPMENT ADR CONDITIONING AND REFRIGERATION EQUIPMENT Cam 1Wnsbw Vast. DereNptba HoOet Nu Aor itaaufBCtures (16i) ApprovtIls CONDENSOR 2% UL 10. 0 , 1 7377 DEPARTMENT OF BUILID#NO CITY OF ATLANTIC BEACH -'. .PE91I T INFORMATION ------- «— I,OCAT I ON I NFOR.MATI OR ---------- Term Number: 7377 Address : 4 LINKSIDE DRIVE Ferri t Type; MECHANICAL ATLANTIC BEACH., FLORIDA 12233 ¢ ss: of Work, VIEW --------- LEGAL DESCRIPTION .. C on st Type: WOOD FRAME off. : Block: Section: Pxrc cted"`'Dse4 SINGLEFAMILY Towiship: RNG: 4 I ICode,* WbOvisi6w SELVA, LINT SIDE I F str, C t� 0 .00 $47 .00 c 47 . i 1 I k TRAL MEAT AND A ER II`t; ig SINGLE FAMILY RE IDE E 0% uLY y ° T1014 � . � �. ,� � - - APPLICATION FEES t Ne :PERK47 Add DRIVE �eEE s Ph 4 �wAtzx METE' R,I TAP $0.00 RADON GAS-H.R.S. $0 -00 j N leRMATI w RADON GAS - % $0 ,00 ISA I - -,n J. . ..,.� AIP TAL " MPRO- A.dd e; :. 5I.49� BEAM ROAD SEI?tLR TAP $0 .00 SO, IPE, FL X32257 HYDRAULIC, SHARE �-100 Lz T Pe q 0 CROSS CONNECTION , o .0b CON SC--_OTTHZR 4? NOTES:,. i u i f NOTICE-ALL CONCRETE FORMS AND FOOTINGS MU$T QE INSPECTED BEFORE POURING PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE BUILDING`i.MATERIAL,RUBBISH AND DElr3RIzS FROM THIS WORK MUST NOTE PLACED IN,PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER ` �AlL.k�RE TO COMPLY WITH THE MECHANICS' LIEN LAW CAN RES UM!N THE OOOPERTY OWNER RAYING TWICE.PCXR BULL INC IMPR©YEMENTS.PeiUX UKIM r" " ISSUED ACCORDING TO APffROVED LANS WHICH ARE PART OF THIS PERMITTJW SU6J98f CATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. � t47.#I ISTIPT am: 11 ATLANTIC BEACH BUILDINGDEPARTMENT' 1 By; f s 1 w An, dist. �E, .a> ' tr 7a .,n.tn , h > .,,._ ,... TRANSMITTAL DOCUMENT IGR JU, DATE, The following permits have passed "rough" inspection: Permit No. Address Please update your records accordingly. Thank y'ou B I(LD NG d CLERK CITY OF ATLANTIC BEACH /vcb DATE:Z/_,�3- �'3- PRE-SERVICE DIVISION JACKSONVILLE ELECTRIC AUTHORITY 233 WEST DUVAL STREET JACKSONVILLE, FLORIDA 32202 THE FOLLOWING FINAL INSPECTION(S) HAVE BEEN MADE AND AkE: SATISFACTORY: 7S�S, /o - 736� y 73 ------ ------ - - - ----- ------------ ------ -------------------------------------------- -__ ------ ------------------------------------------------ -- ------ ------------------------------------------------ Enclosed are the blue copies of the permits. SIN ELY, r BUILDING INSPECTION DIVISION cc:FILE APR - 23 - 93 F R I 1Z -. 22 T R U E T R U S S P . 02 TRUSS TIE DOWN STRAP 0 Provide$adddlotW Inamod resistance to MW uplift to aot:un radon and trusses to wars code.top plates or owwrote Ile boa" SIZE PRODUCT 4AUOE UPLIFT® MAIL PER CODE 1.33 DJ- WMEDUL9 CARTON 21's Hom 15 Qa. 1300 8.15d 25 douW 2 x's HDPW 1s qa. 1625 10.16d ffi Soo General Note 11. 84ml l Strap HOP 18 i APR- 23 - 93 PRI 23 : 22 TRUETRUSS P . 02 TRUSS TIE DOWN STRAP • From"600",w Woaod roalatana to vim upon to aOt:Wt raRon and vumm a woo studs.top$Moo of ooncroto do booms a oovcr wun mm m sac On a�vct 1.33 0J. UNEONit CARTO 2:•� mom to 9a. 000 aced is double:x% 11 WPM IS qa. 16x 10-ted a Soo oanefal Not*n. embal sang HOP APR - 23 - 93 FRY 13 : 22 TRUETRUSS P . 02 TRUSS TIE DOWN STRAP • trWWW addttlo W I W*Uod MWSI CO to WW uppft b-aalWre rafters and Vuem b wap Mud&top places or oomreto U booms PRM" ou"* mm PEA iRt COD! QAUGt 1.31 D.F. _ mm= CMO* _'� HOP2X 16 qa 1900 $.IN a M4 2 x y HOPy(D it pa. 162b 10.1m 26 See Gerroral Note 11. 8ambal Strop HOP 1 4 • - ,. TRUSS SPECIVIC' ATIONS i FOR V act named above. These specifications aIs re a fist of truss speCit{catlons for the pro} of the Prof 0 Iona Engineer a artme�t of ed below are onslble charge_ and Rules of the Florida DeP The numbers liste and Ov been prepared under the resp attached hertOr eat in accordance with Florida Statute Chap a ter 21 H•23. professional ixed on l Resu{atlon Chap ti10 loft 1 1 0 2 of 2 f+ � • , a 1 , -TfjtjSS SVIECIVICAOTIOtAs f:oR 1 'tno58 speel 11!8ttons are ed above. beer whoSe seal is ect nam a artment of for the harge of the professional Eng truss spectttcatton onslbi 71 and aules of the Florida D P below are a list of under ha ter 4 ers listed ve been pCepare wlt Fiortda S elute chapter P The numb is f4lth and have ccordanCe attached this Index sheet In peer 21 j+23. atltxed on uletlon prolesslonel Sjo -- 0 tiof } 1 0 2 of 2 ,.'��.•tir�a�9A 7rlaw . a o.Att K r N4 watl►uS nlaom wets. • a044141901 PUK$f.utl K 1.-lttAAS 11004101CALLT a R tools ails. is AMC teas ro wwlc+SPA0 MAIMS of 110 90' I-01CATt$t►rtw$AAcI..$-ow- UNAN01.1_I ALO rA►1.t1•.14S1$TtA4 aNUMV. a 911.p1 tt.AT ten.ADI.A. Iotwllc&to-Mill,LA0 COII$.AA/IOO. eq 116IALLATIO1 NO 9KCISL.(0 1-4 MAIL 8$.rw40% ne t t..a^A D"ka SIAM TALOCIL ALL VOLICS Oste a 1$r---WLIQ$09 MT AWe$.teleto TO At" ten Lt 14 thaw$..AL►K tMtWsaT woos$tll'to$T ly$• 19Md1Mt @P^t"O$.e.A/K we In eto$1041"M all%& iii. Ant Osco to 114 L►TC$r 911111411 OF 114 tt►- 01119t1LT AO$K A OPTION o.Ale SPLICE. $114.1 $.4►Talwe M$PAC1M 84l.rrO IPACG$AT $'-s•S.C. towed trt w"100►re VwCIl T NCL)CATIM. 'Allen STA.OA"Os PNL1e4$a 104 tlAt$OML 11 T-JO$$A►►AOVAL .Arae HOC n4 rw TI!11014. am out.). to lots KSI01 C11w~is 00011100/ Irt K$14,09 wtelomb. •..ODUCIS ASUMATIO.t. not. OKA FILA w-tJ$ too toe sono$OOq•.ALL K LAT9$A11T uAWD tiTK,N rias FOR OCTAL Pure te"Cite lass Tom$►r str.to&Ass$O1 CLAw CM@Mtm PL4Tt$K'F. a EMI$TOM"As Ktr K$le"no TM twoloo YOM t/M"Ol".1 www"M MKIN$140"01$$retia All so,W OW4,111,T1nOA11K Iwo 1111,00$. oA PLAitS$12tH W MK$M APISL 011100M Kt. M VMS 0AA110415. I"PoLtAI"en SPO LAK W-Att t4wsft $.0 NO.). ten TO.!M[A of M MAS t.AT 14 ONt M IAIONttO to AW W. d.gall$121$Ml W"M K$. axle of$M. $IM 1011$K$Ibl. tJl ® IOOIC►TIS KMUD L$CAIIOr, P. or.lfAlJ I. i 140 Neo Length Maxlmwl defleCtion octurred 6.72' from the left and Of bottom banal f4. -CONFIGURATION t LOADING SPECIFIED BY FABRICATOR. turned 90 deg. Maximum Live Load Deflection of .234% Index-.414. (L/671) -PLATE TOOTH VALUE AEOUCEO BY OSx. :al Panel Maximum Total Load Oeflectlon of .322'. Index-.379. (L/533) -NORI2. STRONGSACKS PER PCT-60 SECTION 000 REO. Total quantity of trusses - I PLFI i rn to u1 rh u o/ 1ec1 SPI ill la 91 01 ; X X X >< >< 1C x x x 11 X X X 11 10 Nin N In N If) N in N N N 40 1 % o to Tn In In to In E R•1368 n R-1568 � (3.5) (3.51 L i , I 1 i 1 f TRUSS ANALYZED WITH Pi1SA3 :S (Left to Right) -2280.--2280 -5162 -8182 -x617 -6617 -6617 -5617 -3182 -5182 -2280 -2280 -1535 .2558 -2O -1970 15U -219 -1088 643 -219 -210 -218 -219 645 -1088 -219 1329 -1973. -249 2555 -1533 � 0 3915 6083 6798 6083 3916 0 r T A Olv/Stow of RSATI r"ft O.C. @PACs"* toO0Ilt8 vw) TC LU1tKR2-.1x2 i2 Do SP ocfd11TI0N HE "IMEeAM PO OUCTO the V-2000 2-0-0 40 35'11-3/4" GARAGE HEADER A S. 01KAT 901JTM EST waw. 5.0 LL TCIp ec Ltalaem 2-4x2 02 08 SP 9140. FOR: o Ff+ RAIT"IG Tx 7@001 OL Tc p O afa 01 Seo-Salo LL SOC TOM 4x2 •3 SP TAUS TAUS$ INC.111 33% OL ZI PRO,TccT; AT ,E)t TRUSS PLATE 1122 IuSTITVTt 1OrALs5 EXCEPT as MAV at T10TEU MASTER - �d CE ProOCT 1992 /) 1 NBER SMe4LYeE OF THE SPECIFIEO MINIMUM GRADES. 61 CONNECTOR PLATES SHALL SE INSTALLED SYM1ETAKALLY OI 9) THIS DESIGN IS APPLICABIE 10 SHOMNER SPAN 1"5E1 OF 111 Pl.' INDICATES LATERAL BRACING MEMBER (1X4 MIN.1 SPECIES. Aro UM MAXIMMOISTURE CONTENT. OR SUCH THAT TME JOT HT. IDENTICAL LOADING AND CUrf ISLRATION. IA) INSTALLATION AND ERECTION OF THE TRUSS, PERMANENT, NO A IS OF MI&EP.ALLOWABLE STRESS VALUES. ALL VALUES USED 6) TOP CHORD SPLICES APE NOT PECOPFEMOED 70 OC" BO) THE IOP CHORD SHALL BE LATEPM LV BRACED EIIMEP BY 3/B' ILHFUL OPAAY SPACING SHOD BE DOE IN ACCORDANCE MJIM FOR DESIGNARE BASED ON THE LATEST EDITION OF TMi NA- OIPECTLV ABOVE A BOTTOM CHDPD SPLICE. MIN.) Sr1EAINING OR SPACING MEMIMERS SPACED AT 1'-0. O.C. CURRENT TPI BRACING AND ERECTION PUBLICATIONS. Tick-At DESIGN STANDARDS PUBLISrfO ON BY THE NATIONAL 71 V-2000 APPROVAL NUMBERS UAC 2142. FNA TCB 2011. SBCC IMAX.). 16l TM ES DESIGN COIfORMS 10 CURRENT IPI DESIGN SPECIFICA- FOFDU EST PRODUCTS ASSOCIATION. 7251. BOCA FILE 86-125 I1) THE BOTTOM CHORD SHALL SE LATERALLY BRACED EITHER BY TIONS FOR METAL PLATE COMECTED 0000 TRUSSES AND 21THIS DESIGN IS BASED ON CLARY CONNECTOR PLATES ONLY- 01 THIS TRUSS HAS SEEN DESIGNED FOR THE LOADING SHOWN 1/2'IMIM.I DRYWALL OR BRACING MEMBERS SPACED AT 10'-0• DUALITY STANDARDS FOR TRUSSES. 51 CONECTOR PLATESSIZES ARE BASED ON AXIAL FORCES ONLY. ON THIS DRAWIMO. INSTALLATION ANO USE SHALL CONFORM O.0 IwAX.)• 761 NMD MEMBER OF THE TRUSS MAY BE OUT OR MODIFIED IN Mn MAY. 4 C014EC1 OR PLATE SIZES ARE GIVEN 90 DED. AXIS BY 0 DEO. WITH THIS DESIGN. 121 as 1101CAIES BEARING LOCATION. AXIS IVER. BY HGPIZ I. -Odd Weo Length Maximum deflection occurred at bottom joint M5. -CONFIGURATION S LOADING SPECIFIED BY FABRICATOR. Plate turned 90 deg. Maximum Live Load Deflection of .19W. Index-.335. (L/1072) -PLATE TOOTH VALUE REDUCED BY 15x. P-TyDical Panel Maximum Total Load Deflection of .261% Index-'307. (L/781) -HORIZ. STRONGBACKS PER PCT-80 SECTION 800 REO. Total quantity of trusses - 1 lio PLF 1 In In ui In In In In In 14' T_ to m m M En v CO t c m M M E i v EYxi 8-1015 En A-1016 13.51 (3.51 f6-1f-12 TP-29.5" IQ PLF HIS TRUSS ANALYZED WITH PPSA3 ORCES (Leff_to Right) OP -1275 -2950 -3850 -4033 -3489 -2209 0 EBS -1009 '1529 -1322 820 -780 371 -333 -98 137 -559 595 -1041 1087 -1629 -104 OT 0 2309 3560 4110 3926 3023 1359 CLARY A Division Of PLATE TYPE: O.C. SPACING LOADING IPSP) TC LUNaER2-4x2 E2 Ds SP DESCRIPTION i6'11-3/4' GARAGE HEADER W� r� ALPINE ENGINEERED PRODUCTS Inc V-2000 2-0-0 40 1901 S. GREAT SOUTHWEST PKWY. 5.0 LL TC10 eC LWTBER 1-4X2 02 DS SP ENG. FOR: ENG BY* GRAND PRAIRIE. Tx 75051 DL TC 0 TRUE TRUSS INC. SOU9CE Program (2141 660-3940 LL SC� c, WEBS 4x2 03 SP MENDER TRUSS PLATE INSTITUTE 568 Si 33X OTA 5EXCEPT AS WAY 8E NOTED 5 PROJECT: OAT- o1►r'06 OCT 1992 SC 10 oil Spec %S 8 ectttca�se 5ea�t{ aa°ye. .�;fngio V partmepti o eat nam d essto%s riot% ns f or too aha 9e4 j��d��`te5 °t usS spe°it`�e Tes ai ie Chapter 4 W are a t�sp�epa�ed undtO�ida St listed bgt ' bec°°dance W,`h 'the numbnarsWt�a X st%00 p%st 21N Zg. at fixed°n%bi a Ulstl°n Protessan 1 � of 1 1 0 2o£ 2 WDLL TS M M 01C1a101 WNW 0141661% 0 ts1116t1M PLANS 11111aL M 1.itAA16 601610MLL1« 0 1016 0194140 Is A00►ISAa4 16 0,40140 tow,114,41e,w HI 00, LOK►l1s talta t aA►t110 S.MA 1108 iN.i Ala)ft"100 101STwe mow. M m101 THAT M 4194. 1091dic&04104 810 tOI/OabTlw. 64 1611O1ALLA/1404 A/011601M V 1•e MAIL 0~401. M 16.6111 A1A"AA►[$ISM WMAIM AAA WLWS 00 f1 140 0 0 1101614119 SM 1N ffabDO O is SMA w 1.! 1(I of"wv"M\A111yw 4.aa9f 111.611 r 6A• 19Mo1MN wAt"s MA"O 411~ 40 agwsowa 0111111 ,Go ON alwai M M tsmT MMM r we 116. sllttT V&WK A e871M w+s1,141g. 1111..) 1.tA11416 so 6Areses 00161At graft"A! vw S.C. CW~ grt 41WI 111 00 cmcv w N61,1tATIMs. MUM fTA1paA6g q"L"No N M 401140401, 11 f-nw AWMY/L ft Koft we ago, /w►101 MIL 111101 111AA.1. to 1401 no""tTAI81110/g 6AM18110 Mt 19"40 1Ae9T/1b. "41"IS ASSMIAT104. 1ML OKA 811.1 06-180 111 116 40/1411 001140 t1Mt In 4,81/11411 SOI1111 61144 110 1/40 840 14140,/LA/t tf06t1te 11440 10409 OM 1111 is%AM M CLA1n t MMM 40/11 OLT. • 40.91 TRIM 4406 Ort-41111124111140 840 M L6101101,A61m 1/11'111111.) M+M4L M 4 OUNI alaQllf 1PA06 Al so,.41 ewL1T/=&BOOM/M"*ANS. aft/LAns$1111 am sats as u/K 810121 Ks. w 10111s 0100100. W14LA/140 Am Va 0111A twOM wt W6.). IY 1111 OsMta v M 1QIs/04T r M am 6"r am M M ON. a 06A19 41M 402 s/TOI M 1110. Y1f N 0 M. 111M twig IngIM. 4,m ® 9001CAtts 494011111 LSC01/40. / 4,0, 00 61048 1. add web Length Maximum deflection occurred 6.72' from the left end Of bottom panel I4. -CGWIOUAATION 9 LOADIND SPECIFIED DY FAORICATOR. turned 90 deg. Maximum Live Load Deflection of .230. Index-.IIA. (L/671) PLATE TOOTH VALUE REOUCEO DY 159. :al Panel Maximum Total Load Deflection of .3220. Index-.379. (L/533) -HWIZ. STRO HACKS PER PCT-80 SECTION D00 Mo. Total quantity of trusses - 1 t PLF t I Ch h fn h 1+1 N 901 N 01 i K K K X K K sl K K X vc 10 N to N In N h N 11.140 t i 1n o In 1n in R-3566 Y -f R-15611 1 13.51 t�.51 L t . I 1 !!t 1 TRUSS ANALYZED WITH PPSA3 :S (Left to Right) -2280.--2200 -5352 -5302 -6617 -6617 -6617 -6617 -5182 -5102 -2250 -2280 -1533 .2653 -NO -1975 1W -1119 -1056 645 -719 -216 -216 -2119 645 -1066 -219 1529 -3975. -249 2653 -1533 � 0 3915 6083 6780 6063 3916 0 r A Olyislew of RATE T11rli O.C. e►ACINO 1.00101/10 ems) TV; LI01Kn O[edq►TION 1! ENAIKEPCO P1100uCTe 1a2 V-2000 2-0-0 40 2-AxZ /2 a SP 16'f 1-3/1• GARAGE NEADEA A S. OF&AT 900"WST Prov. S.0 LL Tcfo ac LUlmCO2-0x11 02 Do SP ' 4,M. roR 1 0 PUIRIL. Tx 75001 o1. TC 0 TRUE TRUSS INC. a) "0-»•o LL 9 "en 8x2 •3 SP O CE Program 1122 111 MASTER - PAIIBG OCT 1992 Eq 11115'55 PLATE I1aSTITVTe 3Y 10101.11'3 txcEoT 4S MAV K NOTED r/1OdECT• SER S.NLL U OF ittE SPECIFIED MINIMAM Ct as. N CONNECTOR PLATES SHALL SE INSTALLED SVNt41A1CALLY W 91 THIS DESIGN IS APPLICABLE To SHORI.- $16%113, 04 NAAIWM MOISTURE CONTENT, DR SUCH THAT THE JOINT. IDENTICAL LOADIIO AND CONO)WRATION. ,S OF .16,Cft.MLLOxASLI StKSS VALUES. ALL YALWS USEO B) TOP CHORD SPLICES ARC NOT RECOMMENDED 10 OCCUP 10) 1#4 100 C"ORO SHALL AE LATERALLY GRACE*EITrEVI AV /OA DESIGN APE BASED ON THE LATEST EDITION OF THE MA- DIRECTLY ABOVI A 601TON CNOPG SP4.1CI. CHINA SHEATNIMG OR GRACING MEM KMS SPACE*AT 3'-0•D.C. TIONAL DESIGN STAND,WOS PUOLISHEO BY INE NATIONAL 7) V-2000 APPAOVAL NUMOUM VIC 23AR FNA TCO 2011 SOCC f"S.). 161 t"Is OL.... FWST PAMUCTS ASSOCIATION. 7261, SOCA FILE 06-126 111 THS 601104 CHQRD SHALL As LATERALLY BRACED EITHER GY TICKS FOO METAL INTO DESIGN 15 BASED W CLARY W"*CIOR PLATES ONLY, B) 1011S IROS!WAS BEEN DESIGNED FOR THE 4.040114 SHOW 1/2'14IH.I ORYBALL OR BRACING NEMAEAS SPACED At 10'-0' DUALITY STANDARDS FON s..._. COMtB[TOR PLATES SIRES ARE LASED ON AXIAL FORCES ONLY. DY THIS ORANIMd. INSTALLATION XO 1HE SHALL WOORM D.0 01AX,I. 161 14 MEwo OF 114 TRUSS MAT Al W. I C004CIDO PLATE SIZES ARE GIVEN 60 DEB. AXIS 67 0 DEG. W"THIS DESIGN, 121 ® INDICATES AEARIND LOC4iIW. Axis IVEA_ AV 1"12 1. -4-- -Odd WeD Length Maximum deflection occurred at bottom joint M5. -CONFIGURATION & LOADING SPECIFIED BY FABRICATOR. Plate; turned 90 deg. Maximum Live Load Deflection of .19% Index-.335, (L11072) -PLATE TOOTH VALUE REDUCED BY 15%. P-Typical Panel Maximum Total Load Deflection of .2614. Index-,.307. (L/781) -HORIZ. STRONGBACKS PER PCT-80 SECTION 800 REO. Total quantity of trusses - i ljo PLP I j I} In 4n 13 Ifni In its} 14` tt7 I+1 m (FI In Q Co to v tTxl tri EITT Q I j R-1016 In R=1016 13.5) 13.51 i6-11-12 TP-29.5` to PLP HIS TRUSS ANALYZED WITH PPSA3 ORCES (Left.to Right) OP -1275 -2950 -3850 -4033 -3489 -2209 0 E8S -1009 '1529 -1322 820 -780 371 -333 -98 137 -559 596 -1041 1087 -1629 -104 OT 0 2309 3560 4110 3926 3023 1359 " .inion of PLATE TYPE: O.C. SPACTNG LOADING 1PSFl TC LUW1R2-4x2 02 Ds SP DESCRIPTION 16`11-3/4' GARAGE HEADER USCI 4oucTS Inc Y-2000 2-0-0 40 v 5.0 LL TC1a aC LUMBER I-4x2 #2 DS SP ENG. FOR: NG B DLL ec 0 I+Ees TRUE TRUSS INC. SaUNCE Program �� LL ee-� 4x2 f3 SP Y T. ;A _-- PROJECT: MASTER - DATF66 OCT 1992 EXCEPT AS MAY 8E NOTED wu K r 111/tilTlm,01"WAR v11 M a 6100=110 RA1t11 VIAL M 1111/11110 IWA44101CnLV M 0 1016.OUIM to A0•Llctht to 04011tA sow arta/OR 171 0 ►-6141p waaft wuc"-a-me w twin^gltuft 110004. M fuel ttrt 111 d0194, 109001COL►WOI"S 0.v[0I1M1104 14 1440141,46A1i00 010 M1C1110 V 104 ~& 061w04101. M 6 ap w,Lakhka 11101011 Vw.1" ^A.Vn.1ts Mm 0 l0►0411 Nlaf M[111 awambMp is 1CDP w 1.1 1V t04M%%"011 LA11001LI M•Me 011.111 N W lebo%V10 SPACI M 4014.0 01 Mit In"maw"soft a 11111 so"M M 01101 101/110 1 111 I100 110ttnf NOK •0011101 0aO 101/M, s4111.1 YIATear so 00NC14M 1900100 b0M1 1/ 11'-11' S.C. 040011 Wt~IoM IoM tOCC71M aOLICAtltns. Mils*s1Oew"PY@L100 011 140 t7111tt111 A t+MM 00'014OVQ wall! 410 A.V6TN 10 100 M$4 0 "".I. 1m leas 101191 Cow~10 60"bl Mt K6tM 11t1C w&- 04 Is 0117OCIAVIM. 7101. 1010/lit 00.60 IU l.1 001100 OMI 1Mnl K%0110 AV 44Qp W1411%011 live was 141AL OL&IG om"Cy1 rr MAW 00e lies Is SAM 111 CLOW 401e11s11 It,,LRt vlV. m 1140 tAM w11 ills 011111!0 7111 M LNSWs 001 tA'4010.1 00/1011L M ONAING 000011 IF0=9 A t0.4• OMLIN 1"a10111M♦10/01111111. >A RA/ES 1111111 601 101111 M 07110 h0M1 twv. M Ms 000ri.e. INI0LL0t100 w0 0111 Yin,►W/MY 0•9 MU.1. to M*awe O/We IAte Par 04 sw v1 01/WII1 M Mw aw. � 141 0%Ala 1120 as 1/1D1 110 Ne. AI/s N 0 010. 0/10 1$411 0111100. Ill s l4etCA/n OWING LOCH/«. t0.N/doll 1. Wd Web Length MaXleusi defl.ctlon occurred 6.72' from the left and of bottom panel #4. -COWIOURATiOM 6 LOACINO SPECIFIED 91 f'ABAICATOR, j turned 90 deg. Maximum Live Load Deflection of .234% Index•.414. [L/871) -PLATE TOOTH VALUE REOUCEO 9V Set. :al Panel Maximum Total Load Deflection of .3220. Index•.379. (L/633) -HOR12. STF40INACxS PER PCT-80 SECTION NO NO. Total Quantity of trum$ • f t PLF i 1 of in w v► rl In in In M u, 0 n o1 x x x x x x •C x w 11 x K IC t0 N 0 N 0 N Y1 N 111 N 1n N to r1 a 11x1 v1 In nto Ir► R•i368 In R•i36a 13.3) 13.5) L I I I [RUBS ANALYZED WITH PPSA3 E i (left to Right) -2280..-2280 -5162 •5182 -6617 -6617 -6617 -6617 -3182 -5182 -2280 -2280 -1533 2633 -149 -1975 INS -119 -1086 643 -219 -216 -216 -219 645 -1086 -219 1529 -1975• -249 2633 -1533 i 0 3916 6063 6790 606.3 3916 0 ' A Division o/ RATS TlfM O.C. a►AC1041 LOA010411 WWI Tc LUw1E112-4x2 12 Dm SP otsalerlo» - t E►1st1ECAM M1ooUCTe itis V-2000 2-0-0 40 16'11-3/0 GARAGE HEADER A 90 1. GREAT SOUTMEST 31 . 5.o LL Tcyp 1C L~*2-0x2 i2 Oe SP Do. role i Tx 79002 OIL TTCC O „ TRUE TRUSTS IMC. OG LE Program out 03 SP I TFAM PATE 1#411-U-491122 *1 33>< IOTA~3 MO'Rcr' MASTER - 060 OCT 1992 EXCEPT 11S "AV 111 NOTED 10 _ 1 kC`�`i'.4 jE 51' L E01 -PL a 1 C�4 0 -4 . .i 0 ` VJ r W 4 I. Do not cut or alter trusses TM i R= withoc.=i written Permission HANGER'S from True Truss ° L Trusses will be built in ` 2 X 6- 8 strict accordance with Ois layout b } app ' roved By. .............. 4 X 18 Date: ................. CUSTOMER'C D r-.5 JOB NAME-5 37d'�- SCALE: n,_11_©` -DUWN IT 50Lp M0#1 DATE:O _ 2! RTRUSS 641.0766 i REYLSE0 �HrORTAUT 1.10TET. _ 08 NO ON RECEPTION OF LAYOUT 4 TRUSSES, ALL FRAMERS j ARE ADVISEDIO CALL TRUE TRUSS FOR DRAWING r4umalR FURTHER IMSTRUCTIONS BEFORE SETTING OF TRUSSES. {�F y i se specitihos seat We. The lr%"p partment °f —!� ect named a r the pr0j of the pro 01 the florid eciflcations t0 a ter 471 0and Rules of truss sp the resgons� le Charge listed bei0w eCebeeinsprepa a wunder florid Statute The numbers with and %ordanc shed here dex Sri st In ler 21N.23. �.�...- atta ed onthis ulatton Chap Inde" pro essional Reg 10 1 2 1 1 0 1 0f 2 10 1 2 110 2 040f �� L�_Mr •. i t� G 1.r�r�r Mr id3�xai l 1 ,vw 041 s+ 50�A 01131 ° og266 0ttt' ZZSt. OS62� tS1�s11 53 03 Zxr 0410vol SZp6 v 0z 00" OV6 °l Ova S as S# t v% bo t 08 tov. kl 1 p�Z l'-wO d S fl zo 2 2 xt-Z d��o� `� 6E6- 6Q 2' 6 fl�S� SrSdd N1I1 so zf y i SS�dl � i0 655 0 SlYO �� t t�Lidt S65 2664 •p�£..tt•9 Ot tapt.. 3s J6036 �fl 0 62Sto LS r �$ d�jpa3H ppt- � x 01 Old Zt,tt' W to W �tiS W W � \ W W x to Sol* � x W diva % 19-4400 9-4400O-4Q " W pQUJn� u` 1 .600 06 QsA 9900 sty" n tx y by �n W 000 Q�oi 10 x H Cl1t4�3 a taxS114 i g800nJa }�0 u°t`�?Yt}00 `�04 �ol �tXQN �va�s45t .0td6t'A , `+ ` ism, *X9Dv1 '•t 6�. },J��Q vQ�a its 41"Si t sAs�n�t,sss ttt" 1YA i1 'G0S e0u1°Q �Q pg s�ttsM»ss+o ` tA tt .vK y`,X,�+A �Nt3tiits �— t�1� •c,6 0� OQ }tj30cst.as -0pt tuo lift, axoWPOO-pit! 000)11000, 'fro Zlti��r Aj sstht°tt ®o tat of '+o `fn's �tl1}ao,mss ss`�'+ is 31v"b' oNt ,.'o l�`` xas °°► is sa d 5 v 1ppl 0' .►. A� 'Otwoo re 3.,As toff° cNtiA, ta` o,,t"ost"► 8 110 p6 030' ` t aid+_ a �'"3ts1$+a"ta°,�Nt_± +a' tto 11° 0oS% s3o "t ..,tNB'�i A8 _...►�`t.'.�i+ts_";ty+nt,� w�_.�.a':id�,tt3 as+'.'�°i�ai 3's E to tlp;. t\t is f' `\a t�;is\tr loar "_t ,. \ r eP ° f A rOf 0 y�sifP PA EOCOI s°_ �a E\'A{o.s' \a 'q Sp�C7F y AS �p pEO r a too ine op V JAI \AtEPW\aEP 'd 0 � 00 pppC1 U 8 S011 E tPIGN,A' 101 M.1 1Na' \16 Mv"� Z �,c6 Tom' S- \tdtwss° Slot to off° 1\1 t,,o%g 1��\ � � uf' pw Olts YE 5 K Atcs yMAy rst loaf to sf o.c IaQ\d g� #A' a qe,01141 V'tacs'a Ok_04.tva` , Via+► \�1 t tt00 �1n PtP\ S.`"no a 'o`s t 1, 10d s \° �°` SOL` �efC en .pA1 o t�L16331 -6 --5-lotvc t.#ss s if\11 � at w a 1015 I 'id+69c OS \ 12• tom t23A.' tlpdex` 379. �-.- *01 f;lve V040 srt �AtE�s,.cp;;b r. ll Ml �gQ, 6 C�p� p ,322 • $ r 1 �gpF.ClE M\idP K��to i aA �u�G10 iP".'-0 Df0' pcCU1, ��gC, O� p fu'8$g Qi \4��;\fP itNfl�00'% k. co*!04"" AJIOL \g fr to sa�o'�\osfa ,s A. pts 0�f►�St.{0 go a�f mum dgf�gt�%i've �-oaO 0 gUa0titi p� t �� fob ;\aN N u tMGpiE` riD E \7\ thx1 Naxi�a 1ota� �ptal \[1 ct \rtP �,er•4 1, }c .� Ax .Odd *a 90 deg N *Plate� Pa el N P.SYp * >t „15 \p k3 51 s � � N % 01 N \ 1 cp m ��533 2A9 2663 ..2i 'S2g p ..2200 -2260 6ro A5 ',O8$ Ap06 N�A� O6 P,ograt� so"�f ,5162 ..210 >> .6611 -5 16 2i -2�0 OE�tpt tai+ SS INC At�j6 OCT ,6611 605 Sp rtoa jPUE 1� SN pP5�3 .6611 ..toes #2 OS °' ANp�,YZ6O�t ,5iea +66528 '2i9 tc`u p2.Ax2 #2 OS 5P pct H 2 1PV`'S t0 A19 .$1 02 15 01 2,AX Sp N15 S lt,ett ,2200 „2A9 �9 396 vp�'Ot A0 ec 0000 Axl #3 �E .2!0 3` 2653 6p03 6180 003 p c, Qt o rig`'low. 2 except '$�uY 603 �Ot6 a►63 _"000 d 038 , pry'. 1.4 Z Z 4� �3o o L z ° l0 luewesyaM uluoeu pe1s11 s� juO0 tSSelolld u°tIsnfsetl tuo poll lu1Nsiy �noe11ee 16910 1) 1Get% U's 4 eoua�uee4enMuMedeaeoeq aplojepun Pe10 Isti aeldeo udsel 90 edsss a� % SuotlsOtllo oSe1nb to e� % lots 1oej°leu1 spisow sselopU's saeoq4aedes S, Suo11e011% 1p3 dt) �n t,� 1) LUNWA SHM- rE OF THE SPECIFIED MIN/IAN GRADES. S) CONNECTOR PLATES SHALL BE INSTALLED S""TMCALLV ON i) THIS DESION 13 ADPL ICASLE TO SNORTER SPAN TRUSSES OF IV 30- INDICATES LATERAL ORACINO MEMSEP (Ix-MTNN.1 SPECIES. AND MAATNAA MOISTURE CONTENT. ON SM"THAT THE JOINT. IDENTICAL LOADING AM COWIOIAATION. i4 INSTALLATION AND ERECTION OF THE H1US5. PEPMAEM NT. A 1S Of Id GWR ALLOYAME STRESS VALUES. ALL VALUES USED 0) TOP CHORD SPLICES ARE tar ACCOHNSHMED TO OCCUR 14i THE TOP Q10M AMLL W LAIERAL.LV go-Cleo EITHER W M S/6, ftWOPv SPACING SH.xLD BE OOZE IN ACCORDANCE MITN FOR DESIGN ARE UNA ON THE LATEST COITION OF THC NA- OIRECTLV MOVE A BOTTOM C"M SPLICE, IMIN.I SWATHING BR SPACING NENtlCPS SPACED AT 9'-0. O.C. CURRENT WE SPACING AND ERECTION PUBLICATIONS. TIOHAL DESIGN GTANOANOS PNALI SNEO BY IW NATIONAL 71 V-2000 APPROVAL NIAEL'RBI USC iCSN1. INA RCB 8011. SBLi: Bw.l. 151 THIS DESIGN CONFORMS TO PARENT TPI pESlGN SPEClIICA- FOREST PP 0WTS ASSOCIATION. 7261. BOCA FELE 06-fall 111 THE BOTTOM CHORD SNALL BE LATERALLY BRACED EITHER BY LIONS FON NETAL PLATE CONNECTED HOW 1RUSSES AM aJ THIS DESIGN IS BASED ON CLARY CONNECTOR PLATES ONLY, N THIS TNM$HAS BEEN OESIBMED FOR THE LOADINI SHOW 1/0'W/N.l ORYNALL IN"ACING MENBEPS SPACED AT I0'-O' DUALITY STANDARDS FOR TRUSSES. D CONNECTOR PLATES SIZES ARE BASED ON AXIAL FORCES ONLY. ON THIS 00"160. INSTALLATION AW USE SHALL C01FOW O.0 rlAx.l. tw NO W)"a OF THE TRUES MAY BE CUT OA MODIFIED IN 00 NAY. A) CONNECTOR PLATE SIZES ARE GIVEN r0 OED. AXIS BY B DED. WITH THIS DESIGN. 1b INDICATES"INS LOCATION. Axis IVEP. rY NNORAZ). =Odd Is' Length Maximum deflection occurred at bottom joint N5. -CONFIGURATION 8 LOADING SPECIFIED BY FABRICATOR. -Plate turned 90 deg. Maximum Live load Deflection of .190. Index-.335, (L/1072) -PLATE TOOTH VALUE REDUCED BY 15%. P-Typical Panel Maximum Total load Oeflection of .2610. Index- 307. (L/781) -HORIZ. STRONGSACKS PER PCT-80 SECTION 800 REO. Total quantity of trusses - i PL IV ID 1, l 1 1(X1 i 7 IA X1 In Jn Jf 14' T_ (in cn M to v E i In ED v J! R=1016 m R;1015 13.5} (3.51 TP-29.5 to PL HIS TRUSS ANALYZED WITH PPSA3 ORCES (Left-to Right) OP -1275 -2950 -3850 -4033 -3489 -2209 0 EBS -1009 1529 -1322 820 -780 371 -333 -98 137 -559 596 -1043 1087 -1529 -104 OT 0 2309 3560 4110 3926 3023 1359 CLARY A ALPINE ENGINEAsion ERED ofPLATE Inc V200O.C. SPACING LOADING IPSP) iC LIA19ER2-4X2 02 03 $P OESCAIPTION 16'11-3/4' GARAGE HEADER 2-0-0 fe0% S. GREAT SOUTHWEST PKWY. 5.0 LL TC10 SC L~A 1•-4x•2 /2 0s SP ENO. FOR 8 MANG PRAIRIE. TX 750 1 DL Ic 0 TRUE TRUSS INC. VU Program (2141 GW-aero PLITE AKk X INC FOR 571 LL sC REBS 4x2 /3 SP tENKP TRUSS PLATE INSTITUTE 568 si 33% TOTALS PROJECT: MASTER OATIJ6 OCT 1992 SCth EXCEPT 43 1IAV BE NOTED E 10 r0" Et\ "�:o' °'`'t� 110 t�,SA-oil— tom' F I 6� f INV 1n1 ts> � tt tY pSID IPAoOKnI*5pe gp0 f 1x14 yy r o>+ tsxtor�tiv 4 ��a lata►+ t°1 0 111100 °�` 11014.o ,CO IL pow VA 1CKs pEP Oct td s�is•pwtx' y�wlN°%.$> ,P1-�Sfc c�SStONGO toaMtEs t gar �a+oto o.c w;�oty►tEf s�6� #A .HOAT. °� ,�•'�� lot t�°��,nam,•�`,00 to Of nottio�gq�l Ant1 01 c�eyt`+Mr"°�tpE"Ew 100- eft gAjA• !6331 ,A int twss"isin u� o�a� tns : 'i�dexxr,3'?9. n` w�tPr as y�0 S00 -1 1A�►1E4 04.1f. . 110 Ill 0" MI!� pe0 6'7t1O(l Of ••322•• • 1 N t1 � tNt NSEOW,pEt%co yyr+fcloiw rt su va►° Op OCC QBflSC t10� of tt`u88e9 tC IS Et 5110$1 SOOT CA,W so°'tyEo 0% f leGt1 s L0*6 Q8f ZsC tY Of mat +id�`1 his�`iNs 06 a 40°► �Sa�� e 1�1��'j� � 1-066 � 4�aAk1 % N fOL oCsl Ifs S" S WA Msx µsXj tots Ott' 71c 41 txl ylop ►tE 1l1 x1 0 In � ON � Odd Heti 90 deg• ,� poll matPr 1568 N N � 111 �3 51 N t" * � S 1t1X N K Y � t0 1A' rat 0) SP 312 Ps1566 l3,5� .1533 ,2A9 2653 1529 .1975 ,.2i9 a 88 .•22SO 6A5 10 E %A K00co9 'C �a� ► 82 ►228� .Z19 3t A� 6NPA6 P 1992 �g218 21 tpIION 16•TPUSs jNG •�tf0 r' ..6617 r666A4 .219 5Q Epp. F0p`7P� DE 5p3 17 10 00 Sj6P WISH pp 617 66 8 - Axl.�Z gp CS. HA S OkN,- 68 ntl .5182 �g2g 21 0 1 tc�" p' Axl i2 es H�`' TPU`sft 102 80 15�q '19715 3916 �.O�I10 se'000 Z+ Axl #3 typtEO ''y o65 2260 2693OP 33 6798 6p830 G. 200 U,o.-it 0 Mem' EPf✓S tMf -..• . _mac 115 _ 6pg3 tF S tP n V6 _E r s'V wrfluss SPECIFICA r-OR 14 ve. These speciftcaosie Sea is ro ect named abo inset Whartment of s s eclticatlons forb�echarge of the Proles of the Florida Dep repared under t lay S atut i Chapter 471 and R The numb listed below erbe list of trus Flor attached herewith and have r 21tian his Index sheet in accordance with affixed on t ulatton Chapter Professional Reg 1 0f2 10 1 2 2of2 10 2 1 i (28 STAT4 � s .. IiiOS r2st. 0i 0 Z :�* SSt p95 S 5 56 y3� �sK p��L �tds �'° 6g 0 226 pP,62 '"��s11 SIH -p3sd� E+ Zxr 0 1�0� t 62p�` r pOCIOV %ova 0" ssrdi s0 2# Zxr ?, �� c s s, 022, sgvs� dsdd N11Y+ p�Z1+ �. vN as Z� Zxr- �„ 6 E dsLs 1 3 as •�Nt 5� 0 1 � �° 655 8S 'SS �tidi��11 S SppS, 565 V E9 �� eQ JpoJd ds4d.�H 35 pp`, 62 i1 1 � W od 1 x x ZS..SS X S W ,a K W K W W to W W K cs E1 SS0Ssd W W tQ�Ss d i$vae aaQtd. W .tisP 06 Q0 P� sit, b 1D 'S O�bu91 "s *at tc 7` •.tSceP*vxVl'tl.J�7�• �Xs JI�Jan�S0��9nt��s4 PP�lQp1o1 �At1tx'Q�KH iSx •�a s s�"+►siY'„°,�s+p",y�o;s�yy 'rs"t�a�sl�,►�1'„ri�°�sistl' 011, 1,`sSAO s�sSpte�y+" � , it o o'a01 t01 spb9t5isi10; sSIL ° ` i 888g0 �� P 00%A %'31 "s� %9Z 10 v �0O93 �,TZ.Os JO � rol, 5.0011 •� �•axa0,4%04 �° P �+"Dt'm s�<";: � TO .r*1"t"`a so 5 t �a ay laofflo ;;06w H' gay y i5 Zl �°sst. ,o at i d'yad o µ 'po *1 °y O �� vd S a' �t t ° �yy� 09'1 s(1Q S!� gd l� lMtM1y� yNU°l tb pad �p8 NQ11�x l jT 3AS ONIp i0� a` a` •°'e ea'► °3+ As a''rstay _ rile 1t S v13�� 6Sp9 t 5'j ►d3 g$ 0 � 0041-jdg o 10 O-Z o Og 86Lg 6��Z p9ZZ� �0 ,t Q3Zxt y ze OrTpYo� gt6B t� 6t�� 08�Z�� }$11 5 SIN as 6� xt'2,► ' t 0 t C*L61 2Sty~�y64� oa tl SS(OL S N� L� �; so 2� Zxt'Z d' t�of 8g0�. 6th 9' 62S g- ZBtS dSdd kill 55� 1 ��l,Oi . dS s0 I 6SZ. ��' L`9S„ L 6 00 9OA�l ��I T1dZtf S�Z ZS�S Z661 . Ota tlS gyp! ' 6`Z� g922. ;yx �e J6oJd tl dSOdVA ID4 Sol- yt9 peZZ, t 6Zct S�g2 6tZ' SSyt, •E1 �a x g9y�,d ` 0- d x`rn V'4 PeW��N c itit�►'rntD. 6u$aP m06 i$soPts($kda�A�n�Pp0t+8"� ets"gttoWidu.t�► I, 6V$1 oot;to_ Joao r. Is ,sp1. ;;to. � Ie>of i Le �� u ►s ,,a iblaPeo1l $ �$t � � '3001 090 00`1 Sas ouo0 .3$I �pJ ;o , a ►s3°s sty° t 0 .6LE'"wX$ptli a'8u �oJ� ,on `t° ► µ 'o n '►I t '"' ► lEE9 j11 .ttt' u$ ��et o�+�t tEpi M�i+t i�► to 4;�04 40 P at �s�' M"00,; �`'�` ed ate'' YN+ ow aOjO►ow Y,+ SON' t$u Y21°'t �.a tM p► p4 yiS •ZS r,M t 'Wilos"s3►.`,^A Sol ttt Y at oma' ►�s 0 lot �a did 5 3n'►vo xo t"o �,'++r` io%r'M+00%.�M�t SDs too IL��4 0�8� J�d 0`01 9 +o'�tfi''"► '� �ty�►��'��o'�i"t A 0 , DOS!l0 X tids oN tot .ceatIWI%3 ..,ntl� �9 0� _.�►�+�s�".t ob�.t..; iot._•c.o':ua'►��'�:t' CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT Z J �/Y JOB LOCATION -------------- PLUMBING CONTRACTOR : &_2�_ - -------�Lzz---------r---------- ' LICENSE NUMBERS:---- F C 4 19 19 4 � -------------------- ------ ------------- OWNER: -- ------------ - ---- --------- - ----------------- ------- BUILDING CONTRACTOR e TYPE OF BUILDING:__-- ------------------------------ --- ----------------------------- __-SINKS SHOWERS LAVATORY WATER HEATERS BATH TUBS DISHWASHERS -____ _---URINALS / DISPOSALS ---------- -___ CLOSETS WASHING MACHINE ----------FLOOR DRAINS OTHER Z_TOTAL FIXTURE COUNT INSTALLATION OF PLUMBING AND FIXTURES -MUST BE 'IN ACCORDANCE WITH THE MOST RECENT EDITION OF THE SOUTHERN STANDARD PLUMNBING CODE: 7188 P$Ft 3844 �°^" � '� .,�' 1 DEPARTMENT OF BUILDING CITY OF ATLANTIC BRACH - -- PERMIT INFORHATIO14 -� _"- LOCATION INFORMATION -- 1 xmfI~ Number: X188 ddro ..a 1473 LINKSIDE DRIVE ermit '7'S�Fe. BUIL,T?L1 C ATLANTIC BEACH, FLORIDA 32233 ac e Work: NEW - ---- --- 90AL DESCRIPTION ss --... __ 1 �. e• WOOL FRAME o Type: t: �BL _ nk: Section:cs.tl RNOaSRCEFAMILYTownship: Cade: 0 O ubdivision: SZLVA LINKSIDE #2 f tim ted Valu: $65844. 50 , Imp rov. Cost : Total : Fees* $2603 .47 Amount P26p3 . 47 date L7/93fob Work Uel` EW SINGLE FAMILY' RESIIErt+ E PER PLANS - HSF 1647 ATION r , -- APPLICATION FEELS • __-•� Plaine; ATE A , �ERMTT $497 .00 } Cdr DRIVE SOUTHNyR WATER IMPACT yy� 'EE 30.00 tI �♦�rr�py�ry `L 32216 h SEW IMPACT.. EE 0 . V 4 r ) 7 .41 ,:.�» ;.,: C' RMATIOlf - RALON C3A5 $0.82 a Name} E AL STATS WATER TAF $0.00 ddress 6 2 POINT DR .� SEWER ..sf'AI, _ .�m__ a.�. 0.00 _,. .. KJA+�K „ Li,° FL 32216 HYDRAULIC SHARE $0 .00 iced 'x. CRCO33 k., 34 Type: 4 CAPITAL IMPROVE. S3 �,Ao { . SEC.H IMPACT FEE rya 3 y 2 "iM ":•s'sdi>.. NOTESt w NOTICE ALL CONCRETE'FOAMS AND FOOTINGS MUST BE INSPECTED BEFORE POURING PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE. ' BU-ILQING"MATERIAL,RUB91SH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER,t"ONTRACTOR OR OWNER `SFA . ,#.IRE.TO COMPLY WITH THE MECHANICS' LIE 1°SLAW CAN RESULT 1 1 TH R#PERTY OWNEft PAYING TWICE FOR BUILOIN"O IMPROVEMENTS.' ISSUEi�.ACCORDING TO'APPROVED PLANS'WHICH'ARE PART OP THIS PERMIT' AND SU�T TO RW* OR yIOLAf6N,©F APPL ICABLE PROVISIONS OF LAW. t2,5Il3.47 CEItyC M EFL; 1'020 • t ATLANTIC BEACH BUILDING DEPAR M5NT lie "OoAca F BV. P (5C 77 tt > CITY OF RTLANTIC BEACH BUILDING PElst, IT CALCULATION SHEET Z4, Uwte_.._ Heated Square Footage .L. ._@ $ 3,3 per sq ft Gat age/,shed 3 ,f ^_1 @ $ /ey.dQ per sq ft Carport/Porch @ $ per sq ft = S Deck @ $ per sq ft - $ Patio _.. @ $ 3..._ pex sq ft -- $ 2o z TOTAL VALUATION: Total Valuation Ist S .Laced Remiaining Value $ `/ per thousand or portion thereof TOTAL BUILDING FEE $_��__3-�?�' uv} + 1/2 Filing Fee ; i& 2 4'� -- (1 ) Fireplaces @ $15 .00 BUILDING PERMIT FEE $ ��9 BUILDING PERMIT $ WATER CONNECTION SEWER CONNECTION $_ Q _b0.___ WATER METER/TAP $ 100 CAPITAL IMPROVEMENT S `3 0 (ear 3 RADON (HRS) .0095 RADON (CAB) .0005 SECTION H PAVING HYDRAULIC SHARES GRAND TOTAL DUE hDDI T IU14AL PERMITS OR FEFS - Mechanical_ P1umbifig— _ r: , Tank Well-----;. � n . r 1 L S n ..,...__.. gi`'h Floor B l e V a t i on ♦._..L..1.'L_"A. L L�iLV e. and /or A4Orl i..i4J • ?ROPFRTY DESCRIPTION � II%1qq1J6OCEAN OF is �eaet - �lo:cra '! 12BOU VARU Lot 0- g ___Block * z___Section I -------- P.O.BOX 25 ATLANnC HEACII.FLnRfDA 22231 ;ubdiviaion: S e'Lv a L t j k S b E - Building and ZoningTF.LF.PNUNEI�'�<►24+2--9; ----------------------------- --- ;tr(-et tlasni��/ • � DESCRIPTION OF WORK :r Addresss_--�- -- --_---__ �6V�N�AZARD If in a FLO •lood Zone:_�___-__---_ares complete page 3. Brief Class of Works fNex/Remodel/Addition)---� ____ 'O11ING INFORMATION Type ons Consof - e 5 Constructions �� zoning Proposed sistricts--------- ses_____„__,.,_-_---------- Estimated Value f___________________ 'xceptions or llaterisls,t_ U D_SV GG __ arionces Orantads--------------- Solid or '{- � Filled _Roots d IS -- �l� She ..----------------------------------------- Grounds � _ _ t -- OWNER INFORMATION Method of Hastings.LIt_C_-- Property Owners � � � 1 R ------ Phones Moiling b.�2 __ 0 v .Y.l-��S - Address„_ .. ---.._-- � c. soNv AGI zi tZZ I � CONTRACTOR INFORMATION Contractor:_ �� 1 Pi -..- �«�.. s +..__.._ Phone s Mailing b b Zo � `t7 - tJ Addrepas------------------------ -------- ------------------ Expiration ----------------- Expiration License Numbers----------------------------------------- Dates-------------- I NERC@V CERTIPT TWAT I KATE READ AND EXAMINED THIN APPLICATION AND KNOW THC SAME TO eE To-it t AND CORRECT- ALL PROVISIONS OF THE LAMS AND ORDINANCCS OOVERNINO THIS TYPE Or WO*V WILL e[ ?� .� COMPLIED WITH. WNCTNCR SPECIFIED HCRCSN ON NOT. THC ONANTiNO Or A PERMIT DOES NOT P►E=J'f T7 OfYC AUTNORITT TO VIOLATC OR CANCEL THC PROVISIONS O/ ANY iEDERAL. STAT) OR LOCAL I�LS,t .. REOULATION4. ORDINANCES. ON LAWS IN ANY MANNER. INCLUDINO THC OOVERNINO OP CONSTRUCTION OR `� `' (-�• P[RiOI1MANCC OP COt:STRUClION O► TUC PR T. f UNDERSTAND THAT TMC ISSUANCE OP THIS IERMIr ;. j'•� ` CONTIMOENT UPON T11! A�OVC INFOWMAT Dt HO TR AND CoRR[CT AND THAT THC MANS AND Su►►ORT1OG �aJ. • DATA HAVE DEEN OR =WALL rE rROYID A! R OUIR ,,.... Si nature Date----------- Owner� t r -" Contractor Signature__- _ __ -Date_ _�� - ILA. 1947 LAWS � • ARMCO FOAM AOt It 715.13 Notter of Gamiurnerliulmt IrAtlAAt Mf eY1�1QA7t1 To fulinin it mug mmerrt: + The undersigned hereby Informs all concerned that improvements will be made to certain real property, and in accordance with section 713.13 of the Florida Statutes, the following Information is stated in this NOTICE OF COMMENCEMENT. property.Pert Description f o L-o \ �. �? V P �'� w1KS►t�e :.»...«.•..•.•.-.-.,...•••••-..••».--•. PY...._.»»...rr.......»............ .. ......».......». \ AQ.r ng„ to plat thereof recorded in plat book,q7 pages,PS_8Sg of the current -'Mds of Duval County Fla. b y General description of i o Cb y ngle Family»Residence 1z ep RETURN, TO: � o � � > FL. 32216 ..... .. o ...... Owner------ORNTE' y (` .»..... 6620 Address...._._...»..»»• i m Owner's interest �� .w».»...._._.........�..... C7 Fee Simple Titli I'D o i3 � a o v vy 1 Name................. ti y .. .....»..... ... ._..._ vm__ k� Address.... O n o y = n r,r_, �j� =............_.__. Contractor.. : y� , �._ CO �o� 0 _._.». _..� ..... ..»_. ti y m e f� 0 Address.... Z �� m a` 0 J ^^ Surety (if P Addrass TD a v \g m SL (Jl, vq 460 of bonds ._......«.... o0 n Name i nouns or other documents may be seg NO Nam• Address:._. » 6620«.Soutiq ksonville, F1 32216 In addition to himself, owner designates the following person ive a copy of the Lienor's Notice as provided in Section 713.13 (1) (F), Florida Statutes. (Fill In at Owner's option). Nam*.....................».....» . ............... ..«.........»....... . ...»__.............» /' ........._.,. .....««.............«.......................«..... I n e no at lea f o :uses na gta4 tl�► t� S Z' va pa � sC pies 1 vE > -,Ise °tsFles aCv�S p58�� .moi` � cNER f OC- A ♦AaC/�15`''fprf, ;p�pN pafatpSpW��o' C 8ppA0 D oi; utfosM jMt�h wo" 'tew. Alt all - ts�tesi taptal *esCtes 1I era 0004 ?1. eCoae , 4101% 111� .�� tx6 f;f 51 pxSMall beda6a Sk vE� ros boQ cY_so�eaaal xx�gt ` sta41es 11�60,CO �is sea iutg' 6 ov fRl ono use iufW"`_ t►tes 1 11 MM f o ' ,A•,West'•ss r� oo�asin9 wa At AIt r eetso�k lI o� tslis Llus Cy�ow- lts ` as�cY � ext on Ce�tF�ffC , " sr • Mi all i � tSout too MAO myl s pol ai.8" eadal 1 ' Z' tao sere lsea b inter vM A • —,• pq f` N -•' a in 6•cam'units in all 90asY tes Valla f Ai + `00-- t+oon�i� Floc 8" n ; �N si CtsC�� Fin a1+ gsade SZ" Pin A k1ci ("j0�� IO-A 6*6 wwM A X. A 9m, . �;.•'' ate" � ar Fl a. ox w��O QN FIBERGLASS SHMES ON FAT - use'no staples FBERWSS SHMCIES ON FT1T 7. use no staple: OVER 1/1' O.SO SWAB" -use no staples kEEm' r O-SB.SHEATHM -use no staples Ir ON PRE-ENpNEERED ROOF E1CR1EEPEA ROOF TRUSSES•2r OC. •2r O.C. CAROBORD WSU1ATION BATFIE O IISIXAPOH BARXE APPROVED HURW-*CLP•EACH TRUSS HURR1CNi CUP a FACH TRUSS ALUM.EAVE ORIF WN. FAME ORP Cff ►.T. '"Xr P.T. 2'Xr P.T. FASCN 1K P.T. FASCIA 1/r CEII+G BOARD VENJ 1/r CWK BOARDV DIT rxr rxr C X FREEZE CAp qXR FREEZE OMP MOM 1/2" Sheetrock —IIERTICI OG M. !KOK-�use no staples 5/8"Fire Code _VERM OR►IONS. `toK-)use no staples Drywall OVEF Drywall OEF 5/8" fire code moisture resistant drywall 1/2"anchor bolts.imbedded 1/2" X8" bolts i nuts with 20washers 1/2"anchor bolts.imbedded 1/2' X8" bolts i nuts with 20wa in 60concrete or 8• 4'on center - exterior wails in 6"concrete or 8" 411 )n center - exterior walls masonry units (red heads) rxr SOLE PuaE SET masonry units (red heads) rxr SOME PLATE SET 4' on center in all irate- IN CONK 608 OF SEAIAIIT 4' on center in all into- M CONT BFAO OF SFMMIT rior bearing walls F rior bearing walls 'EO 6 MN. ,WSM Ir MAK Ir YIN. it MN. . . WX8 CONC fro IVXs CONC. FTC. •/2-14 Kow. BARS Tr/2-/4 FEW. BARS WALL SECTION. WALL S ECT10 N. Finish Flooz <CONC M/ ' yt6 � Finish Floo ��SLAB finish grade 8" min �� y finish grade e" min i I'll 12• min +d HARRIER OVER CIEAN 12" min 6 ML POLY VAPOR I,IFt'e 6 Mt RaOVER CE AN 1 COMPACT TERMTE -- 1 COMPACT TERMITE 2-14 Reinf.Bars TRURO F&L 2-{4 Reinf.Bars7KATED RL MONOLITHIC FOOTER MONOLITHIC FOOTER 1 • 1' 17r.. 1- 1 -HOUR FIRE RATED WALL ON ZERO SIDE FIBERCIASS 516NCLES ON FELT - use'no staples FIBERCM SHNCLES ON FELT- use no staple: lqt* E S -use no staples ED ROOF ON t/r OSB D ROOF -use no staples 0 2C 0C. TRUSSES 0 2C O.C.D WS"710H BAFFLE CARDSORD INSU AT10N ROM HURRICAN CLIP 0 EACH TRUSS APPROVED HLOMMM CLP 0 EACH TRUSS LUM. EAVE DRP -�-- ALGA. EAVE DRIP Cxr P.T. MXr P.T. XC P.T. FASCIA rXC P.T. FASCM1/r COLM BOARD V�E14T�T 1/r CE%JK BOARD VENTrXr rXC X FgR�EgE�ZEE C XR FREEZE m'VEXtlAPOROR`8Et►ER) (1Y1Ot o�) 1/2" Sheetrock —IIMQ 06 nORZ `ANG- use no staples 5/8"Fire Code OR MORZ.`K"- use no staples Drywall dMEF Drywall Oyu 1114 fire code moisture stant drywall 1/2"anchor bolts.imbedded 1/2" X8" bolts i nuts with 2"washers 1/2"anchor bolts imbedded /2" X8" bolts i nuts with 2"wa in 6"concrete or 8" 4'on center - exterior walls in 6"concrete or 8" 'on center - exterior walls masonry units (red heads) rXt SOLE PLATE SET masonry units (red heads) 1.XC SOLE PLATE SET 4' on center in all inte- M COIr*fifAO OF SEAMANT 4' on center in all into- CONT 6ER0 OF SEAUNT riot bearing valla riot bearing walls CMIN. K MIN. III' YIN. Ir MIN. 16'X8 CONC FTC viecow. M M/ 2-16 REW. BARS w/2-14 F`-I'0• BARS WALL SECTION. WALL SECTION. Finish Floo _ Ir 6X6O 0/1SLAB MWM/ Finish Floo _L � M/ finish grade 8" min j�, ' finish grade 8" min t� LY VKPOR 12" min i BARRIE6 MIL ROVERCLEAN 12" mY WON in 6 OVER CLEAN —"—� 1 COMPACT TERMITE — i COMPACT TERMITE 2-14 Reins Bars TREATED ML 2-l4 Re in f.Bars TREATED FILA. MONOLITHIC FOOTER MONOLITHIC FOOTER SCALE: 11r. 1' . 1/f-- 1' 1 -HOUR FIRE RATED WALL ON ZERO SIDE X0 L1+2SHALL BE K 114E SPECIFIED MINIMUM Ci ADE$ 61 CONNECTOR PLATES SHALL BE INSTALLED SYNIEIRICALLV 011 9) 1-IS DESIGN IS APPLICABLE TO SHORIEP SPAN TRUSSES OF 154 0- INDICATES LATERAL6wACN+6 wEMGER (IXA MIN.) sc-6 Y. ANO NAAIMM MOISTURE CONTENT. OR SUCH THAT 1.9 JOINT. IDENTICAL LOA01146 AND COIi IOWAIJON. 141 IIISTALLATION AND EMECIION OF INE TRUSS. PEPAWENT, ANO 16 OF HIµP ALLOMMLE LVKS%VALUES. ALL VALUES USED 6) IOP CHORD SPLICES ARE NOT PECOMAENDED 10 OCCUR 101 1"E 1(4'CHUAD SPALL K LATERµtY SPACED E11HER MY 5/61 IL HPOPAPV BRACING SPGLO K DONE IN ACCOROAWS MIT" 1.DESIGw APE SAse0 0141 THE LATEST E01110N OF 1K HA- DIRECTLY ABOVE A BOTTOM CHOW SPLICB. IMIM.) MtA1hING OR SPACING MLMINEAS LPACED AT 5'-0' D.C. CLOW14T IPI NAAC114 AND EPECTION PuGLICAi)OfA. 110N.•l GCSlGN STANDARDS PUBLISHED MY THE NAIIDNAL 71 V-2000 APPROVAL 1AMBERS: UBC 2542. IMA 10 201E "CC (MAX.). 153 lh(S DESIGN CONFORMS 10 CURRENT TPI DESIGN SKCiFICA- iDI.EST PRODUCTS ASSOCIAi ION. 7252. BOCA FILE K-226 11) 714E BOTTOM CHORD SHALL BE LATERALLY SPACED EITHER BY TIONS FOR METAL PLATE CUI ECTED 0000 TRUSSES AND 21 THIS DESIGN 15 BASED W CLARY CONECTDR PLATES ONLY. 01 THIS TRUSS HAS KEN DESIGNED FOR THE LOAOIIG SHOW f/2'Iw1N.i ORYMALL OR SPACING MEMBERS SPACED AT 10'-01 QUALITY STANDARDS FOR TRUSSES. 51 CO.rECIOR PLATES SIZES ARE EASED ON AXIAL FORCES ONLY. ON THIS ORAMINJ. INSTALLATION AID USE SMALL CQWOW O.0 IMAX.1. 16) 140 MENKA OF THE TRUSS MAY K CTAT OR MODIFIED 1N ANY NAY. A) COIMECIDA PE PLATE SIZES AGIVEN 90 DEB. AXIS BY 0 DEO. MIT"THIS DESIDN. 12) ® INDICAIES KARIHO LOCATION. AXIS (KP. MY"OPI1 I. -Odd WeD Length Maximum deflection occurred at bottom joint M5. -CONFIGURATION 6 LOADING SPECIFIED BY FABRICATOR. -Plate turned 90 deg. Maximum Live Load Deflection Of .19'1 Index-.3351 (L/1072) -PLATE TOOTH VALUE REDUCED BY 15%. P-Typical Panel Maximum Total Load Deflection of .261', Index-,307, (L/781) -HORIZ. STRONGBACKS PER PCT-80 SECTION 800 REO. Total quantity of trusses - 1 lio PLF Ol m X rn TF1 to R In 11 In In In 1n In 1A 14' \ In TF) m M to Q CO X X X X X X x Q m I*1 M M Q CrI R-1015 (n R-1016 (3.5) (3.5J 16-11-12 TP-29.5' 10 PLF HIS TRUSS ANALYZED WITH PPSA3 ORCES (Left-to Right) OP -1275 -2950 -3850 -4033 -3489 -2209 0 ESS -1009 ' 1529 -1322 820 -780 371 -333 -98 137 -559 595 -1041 1087 -1529 -104 OT 0 2309 3560 4110 3926 3023 1359 CLARY A Division Of PLATE TYPE: O.C. SPACING LOADING ("SF) TC LUMBER2-4x2 02 Os SP DESCRIPTION 2-0-0W� 1 ALPINE ENGINEERED PRODUCTS Inc V-2000 40 16'11-3/4* GARAGE HEADER r 1801 S. GREAT SOUTHWEST PKWY. 510 LL TC10 BC LUMBER 1-4X2 !2 DS SP ENG. FOR ENG ew .RANO PRAIRIE. Tx 75051 OL TC 0 TRUE TRUSS INC. SOURCE Program (2141 660-3940 LL SC WEBS 4x2 i3 SP NEMBEA TRUSS PLATE INSTITUTE 569 S 1 33X TOTAZ55 PROJECT: MASTER - oArFU6 OCT 1992 "MEXCEPT AS MAY BE NOTED ENERGY GUIDE For, detailed information of the EPI rating number or for any ITEM listed , ask your Builder for EPI= 95 .6 DCA Form 60OA-93 or Form 6008-93 0 10 20 30 40 50 60 70 80 90 100 � -------------------------------------- x__ � The maximum allowable EPI is 100 . ThelowertheEPI the more efficient the home RESIDENTIAL ENERGY PERFORMANCE RATING SHEET ITEM NOME VALUE Low Efficiency High Efficiency SINGL CLR DBL TINT WINDOWS . . . . . . . . . . . . . . . . . . . . .Double Clear --------------X------- INSULATION . . . . . . . . . . . . . . . . . . R-10 R-30 Ceiling R-Value . . . . . . . . . 30 .0 --------------------X : R--O R-7 Wall R-Value . . . . . . . . . 11 .0 : ---------_______________X R-0 R-19 Floor- R-value . . . . . . . . . 0 .0 ; X_-___-___-__________ � AIR CONDITIONER . . . . . . . . . . . . . 10 .0 SEER 17 .0 SEER/EER . . . . . . . . . . . . . . . . . . 10 .3 : X-------------------- 9 .7 EER 16 .0 HEATING SYSTEM . . . . . . . . . . . . . . 6 .8 HSPF 12 .0 Electric COP/HSPF . . . . . . . . 7 .0 : X-------------------- : 0 .78 X----------------------~-------~- 0 .78 AFUE 0 .90 Gas AFUE . . . . . . . . . . . . 0 .00 ___-_____-_________ WATER HEATER . . . . . . . . . . . . . . . . 0 .88 0 .96 Electric EF . . . . . . . . . . . . . . 0 .93 ------------ X_,_______ � 0 .54 0 .90 GasEF . . . . . . . . . . . . . . 0 .00 --------------------- 0 .40 0 .80 SolarEF . . . . . . . . . . . . . . --------------------- OTHER -.--.---_----__________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 uepartment or Community Affairs SN : 5411 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM 600A--93 Residential Component. Prescriptive Method A NORTH PROJECT NAME : Lot 81 Selva Linksid : BUILDER : Centex AND ADDRESS: 1473 Linkside Drive ; PERMITTING ; CLIMATE Atlantic Beach , Fla ; OFFICE . Jax Fla ; ZONE : 11 ,_; 21 _; 3 ; X OWNER: Centex ; PERMIT NO . ; JURISDICTION NO .261100 CK 1 . New construction or addition 1 . New Construction 2 . Single family detached or Multifamily attached 2 . Single-Family 3 . If Multifamily--No . of units 3 . 0 _ 4 . If Multifamily , is this a worst case ( yes/no ) 4 . 5 . Conditioned floor area ( sq .ft . ) 5 . 1647 .00 6 . Predominant eave overhang ( ft . ) 6 . 1 .00 7 . Porch overhang length ( ft . ) 7 . 0 .00 8 . Glass area and type : Single Pane Double Pane a . Clear Glass 8a . 0 .Osgft 161 .40sgft b . Tint , film or solar screen 8b . O .0sgft O .00sgft 9 . Floor type and insulation : a . Slab on grade ( R--value , perimeter ) 9a .R= 0 .00 , 167 .00 ft 10 .Net Wall type area and insulation: a . Exterior : 2 . Wood frame ( Insulation R--value ) 10a-2 R=11 .00 , 986 .00sgft a . Adjacent: 2 . Wood frame ( Insulation R-value ) 10x--2 R=11 .00 , 149 .00sgft 11 .Ceiling type area and insulation: a . Under attic ( Insulation R--value ) lla .R=30 .00 , 1647 .00sgft 12 .Air distribution systems a . Ducts ( Insulation + Location ) 12a . R= 6 .00 uncond 13 .Cooling system 13 . Type : Central A/C _ EER : 10 .00 14 .Heating System : 14 . Type: Heat Pump HSPF : 7 .00 15 .Hot water system : 15 . Type: Electric EF : 0 .93 16 .Hot Water Credits : ( HR-Heat Recovery , 16 . _ DHP--Dedicated Heat Pump ) 17 .Infiltration practice: 1 , 2 or 3 17 . 2 18 .HVAC Credits ( CF--Ceiling Fan , CV-Cross vent , 18 . CF HF-Whole house fan , RB--Attic radiant. barrier , MZ-Multizone ) 19.EPI ( must not exceed 100 points ) 19 . 95 .63 a . Total As_Built points 19a . 28425 .80 V Total Base points 19b . 29725 .75 _-_-_______-_-____________-_w__....____-_-______________-_-_______-__________...___- ------------------------------------------------------------------------------- I Hereby certify that the plans and ; Review of the plans and specifications specifications covered by this calcu- covered by this calculation indicates lation are in compliance with the compliance with the Florida Energy Florida Energy Code . Code . Before construction is completed this building will be inspected for PREPARED BY : ; compliance in accordance with Section DATE, 553 .908 F .S . I hereby certify that this building is in compliance with the Florida Energy Code . OWNER/AGENT : BUILDING OFFICIAL : DATE" DATE : Department of Community Affairs SN: 5411 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM 60OA-93 Residential Component Prescriptive Method A NORTH PROJECT NAME : Lot 81 Selva Linksid;BUILDER: Centex AND ADDRESS: 1473 Linkside Drive ;PERMITTING ;CLIMATE Atlantic Beach , Fla ;OFFICE: Jax Fla ; ZONE : 11 _; 2 ; _; 3 ;x OWNER: Centex ;PERMIT NO . ; JURISDICTION NO .261100 CK 1 . New construction or addition 1 . New Construction 2 . Single family detached or Multifamily attached 2 . Single-Family 3 . If Multifamily-No . of units 3 . 0 4 . If Multifamily , is this a worst case ( yes/no ) 4 . 5 . Conditioned floor area ( sq .ft . ) 5 . 1647 .00 6 . Predominant eave overhang ( ft . ) 6 . 1 .00 7 . Porch overhang length ( ft . ) 7 . 0 .00 S. Glass area and type: Single Pane Double Pane a . Clear Glass 8a . O .Osgft 161 .40sgft b . Tint , film or solar screen 8b . O .Osgft 0 .00sgft 9 . Floor type and insulation: a . Slab on grade ( R-value , perimeter ) 9a .R= 0.00 , 167 .00 ft 10 .Net Wall type area and insulation: a . Exterior : 2 . Wood frame ( Insulation R-value ) 10a-2 R=11 .00 , 986 .00sgft a . Adjacent : 2 . Wood frame ( Insulation R-value ) 10a-2 R=11 .00 , 149 .00sgft 11 .Ceiling type area and insulation: a . Under attic ( Insulation R-value ) lla .R=30 .00 , 1647 .00sgft 12 .Air distribution systems a . Ducts ( Insulation + Location ) 12a . R= 6 .00 uncond 13 .Cooling system 13 . Type : Central A/C EER: 10 .00 14 .Heating System: 14 . Type: Heat Pump HSPF : 7 .00 15 .Hot water system: 15 . Type: Electric EF: 0 .93 16 .Hot Water Credits : ( HR-Heat Recovery , 16 . DNP-Dedicated Heat Pump ) 17 .Infiltration practice: 1 , 2 or 3 17 . 2 18 .HVAC Credits ( CF-Ceiling Fan , CV-Cross vent , 18 . CF HF-Whole house fan , RB-Attic radiant barrier , MZ-Multizone ) 19.EPI ( must not exceed 100 points ) 19 . 95 .63 a . Total As_Built points 19a . 28425 .80 b . Total Base points 19b. 29725 .75 _--------------------------------------------------------------------------- - -------------------------------------------------------------------------------- I Hereby certify that the plans and Review of the plans and specifications specifications covered by this calcu- ; covered by this calculation indicates lation are in compliance with the ; compliance with the Florida Energy Florida Energy Code . ; Code . Before construction is completed this building will be inspected for PREPARED BY : ; compliance in accordance with Section DATE: 553 .908 F .S . i I hereby certify that this building is in compliance with the Florida Energy Code . OWNER/AGENT : ; BUILDING OFFICIAL : DATE: ; DATE: SUMMER CALCULATIONS BASE _- AS-BUILT ORIEN AREA x BSPM w POINTS ; TYPE SC ORIEN AREA x SPM x SOF = POINTS __________w_-_-_M___-________________________-__________________-_____- N 53 .40 65 .8 3513 .7 ; DBL CLR N 15 .0 38 .3 .94 538 .6 DBL CLR N 15 .0 38 .3 .94 538 .6 ' DBL CLR N 11 .7 38 .3 .94 420 . 1 DBL CLR N 11 .7 38 .3 .94 420 . 1 E 84 .00 65 .8 5527 .2 ; DBL CLR E 18 .0 79 .7 .95 1359 .3 DBL CLR E 18 .0 79 .7 .95 1359 .3 DBL CLR E 12 .0 79 .7 .95 906 .2 DBL CLR E 18 .0 79 .7 .95 1359 .3 DBL CLR E 18 .0 79 .7 .95 1359 .3 W 24 .00 65 .8 1579 .2 ; DBL CLR W 24 .0 79 .7 .95 181.2 .4 ------------------------------------------------------------------------------- .15 x COND . FLOOR / TOTAL GLASS = ADJ . x GLASS ADJ GLASS ; GLASS AREA AREA FACTOR POINTS POINTS ; POINTS _-_-_______-_...____________-___..._-___......_________________--.,._-____________w__--__ . 15 1 ,647 .00 161 .40 1 .531 10 ,620 . 12 16 ,255 .89 ; 10 ,073 .09 NON GLASS---------------- AREA x BSPM = POINTS ; TYPE R--VALUE AREA x SPM = POINTS ___-_w_-_-_-_-_...__________-_-___-_-____-._.______________-__.._-_-___________._.__._.__ WALLS____..___.________ Ext 986 .0 .9 887 .4 ; Ext Wood Frame 11 .0 986 .0 1 .70 1676 .2 Adj 149 .0 .7 104 .3 ; Adj Wood Frame 11 .0 149 .0 .70 104 .3 DOORS-_-___w.__....______ Ext 21 .0 6 . 1 128 . 1 ; Ext Insulated 21 .0 4 .10 86 . 1 Adj 18 .8 2 .4 45 . 1 ; Adj Wood 18 .8 2 .40 45 .1 CEILINGS_____________ UA 1647 .0 .6 988 .2 ; Under Attic 30 .0 1647 .0 .60 988 .2 FLOORS_______________ Slb 167 .0 -37 .0 --6179 .0 ; Slab-on-Grade „0 167 .0 -41 .20 -6680 .4 INFILTRATION---------- 1647 .0 8 .0 13176 .0 ; Practice #2 1647 .0 8 .00 13176 .0 TOTAL SUMMER POINTS 25 ,406 .01 19 ,268 .62 TOTAL x SYSTEM - COOLING ; TOTAL x CAP x DUCT x SYSTEM x CREDIT = COOLING SUM PTS MULT POINTS ; COMPON RATIO MULT MULT MULT POINTS _-___-_____-____________-_-__-__-_-____________________-_w__--___-______-_-____ 25 ,406 .01 .37 9 ,400 .22 ; 19 ,268 .62 1 .00 1 . 100 .340 .860 6 , 197 .56 _ ....._,.....,.•rmmmn.,...-F T X JK**JK**:�**=��**%K***+�*%�%K�:%��***�*****.**%k+k*�%k***�;�'�%K%K%k**%k�%k*%k*� WINTER CALCULATIONS -_= BASE __ ; = AS-BUILT GLASS_---___...___-____- ORIEN AREA x BWPM = POINTS ; TYPE SC ORIEN AREA x WPM x WOF W POINTS _____..._______________________-__--___-_._.w.,_________-_________ -- N 53 .40 -10 .6 -566 .0 ; DBL CLR N 15 .0 7 .3 1 .09 119 .7 DBL CLR N 15 .0 7 .3 1 .09 119 .7 DBL CLR N 11 .7 7 .3 1 .09 93 .4 DBL CLR N 11 .7 7 .3 1 .09 93 .4 E 84 .00 -10 .6 -890 .4 ; DBL CLR E 18 .0 -9 .2 .84 -139 .7 DBL CLR E 18 .0 --9 .2 .84 --139 .7 DBL CLR E 12 .0 -9 .2 .84 -93 .1 DBL CLR E 18 .0 -9 .2 .84 -139 .7 DBL CLR E 18 .0 -9 .2 .84 --139 .7 W 24 .00 -10 .6 --254 .4 ; DBL CLR W 24 .0 -9 .2 .84 -186 .2 _w__________________________-___-____________-___-__.._...-______________..V________- .15 x GOND , FLOOR / TOTAL GLASS = ADJ . x GLASS - ADJ GLASS ; GLASS AREA AREA FACTOR POINTS POINTS ; POINTS ______-_______-___._____-__..._.__.._.._______-________._..._._._..__________..._____...__________w . 15 1 ,647 .00 161 .40 1 .531 -1 ,710 .84 --2 ,618 .73 ; --411 .73 NON GLASS------------- AREA x BWPM = POINTS ; TYPE R--VALUE AREA x WPM = POINTS ___-_-___-_-____________-_-_..._w____-_________...______-_______-__________w__...-____ WALLS-_________-__-_- Ext 986 .0 2 ,2 2169 .2 ; Ext Wood Frame 11 .0 986 .0 3 .70 3648 .2 Adj 149 .0 3 .6 536 .4 ; Adj Wood Frame 11 .0 149 .0 3 .60 536 .4 DOORS________________ Ext 21 .0 12 .3 258 .3 ; Ext Insulated 21 .0 8 .40 176 .4 Adj 18 .8 11 .5 216 .2 ; Adj Wood 18 .8 11 .50 216 .2 CEILINGS------------- UA 1647 .0 1 .2 1976 .4 ; Under Attic 30 ,0 1647 .0 1 .20 1976 .4 FLOORS--------------- Sib 167 .0 8 .9 1486 .3 ; Slab--on--Grade .0 167 .0 18 .80 3139 .6 INFILTRATION------------ 1647 .0 7 .4 12187 .8 ; Practice #2 1647 ,0 7 .40 12187 .8 TOTAL WINTER POINTS 16 ,211 .87 ; 21 ,469 .27 TOTAL x SYSTEM - HEATING ; TOTAL x CAP x DUCT x SYSTEM x CREDIT = HEATING WIN PTS MULT POINTS ; COMPON RATIO MULT MULT MULT POINTS ______________________________-________________-_-_-___w___-______________w____ 16 ,211 .87 .55 8 ,916 .53 ; 21 ,469 .27 1 .00 1 . 100 .484 1 .000 11 ,430 .24 WATER HEATING BASE = - = AS-BUILT NUM OF x MULT - TOTAL ; TANK�VOLUME EETANK x�MULT�x�CREDIT mTOTAL BEDRMS RATIO MULT _w_____________-___w___-_____________.______________-_____________..._-___-______ 3 3803 .0 11 ,409 .00 40 .93 1 .000 3599 .3 1 .00 10 ,798 .00 SUMMARY _ -= CASE =_- __ AS-BUILT COOLING HEATING HOT WATER TOTAL�TM ; �COOLING HEATING �HOT WATER~ TOTALM POINTS + POINTS + POINTS = POINTS ; POINTS + POINTS + POINTS _ POINTS -___________________-___-_-_________-..V___-______--___-__________r_--__-___-____ 9400 .2 8916 .5 11409 .0 29 ,725 .75 ; 6197 .6 11430 .2 10798 .0 28 ,425 .80 EPI = 95 .63 SERIAL # 5411 RESMANUJ( c ) WHOLE HOUSE HEAT GAIN / HEAT LOSS CALCULATION USING EPI92-FLA/RES( c ) DATA FILES ( BASED ON A .C .C .A . MANUAL J - SEVENTH EDITION ( c ) 1986 by A .C .C .A . ) --...-__---_________-..______w-_--______--..._---___--_-_________w-w..-_-__._....._____.._-___..._. NAME._....-:L,ot......_8.1......_5e_].,va....._L.i.n,ksa,de.......2................................................................._......................................................................................................................_......................................................... ......__._......... ADDRESS : 1473 Linksi_de. .Dri.ve.................................................................................................................................................................................................................................................................................... ....................................................................................................................----. ........... ... .. . ., . . C_I_TY :Atlantic a Beach , Fla .......... _ ...x......_ _ . ....... . ...........................................................-.-................................................................................ . ............................................ ................................ ............ OWNER.....-.:C_ent.e.x....................................................................................................................................................................................................................................................................................._...................... BUILDER .. ............. x , ........... . .............................................. _................_....._............................._..................................................... ............................................. . .................................................................. ....................................... Conditioned Floor Area : 1647 SF Climatic Conditions & Design Conditions -______________-__..._..__w_..__________-.-.-_____-___.-..._________-..__-__-_-w_______w__ Geographical Location : Florida Jacksonville _________-__________---w_-________-___- --__--__-_____-____--__--______...____ 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 i 77 Deg . F Outdoor Summer Humidity Ratio ; 114 Indoor Summer Relaltive Humidity 500 Indoor Summer Design Grains / Lb . 49 Indoor Summer Dry Bulb 75 Deg . F Indoor Summer Wet Bulb 62 .3 Deg . F @ 64 Gr/Lb Summer Daily Range 19 Deg . F -- L Summer ( Actual ) Temp .Diff . 19 Deg . F Summer ( User Sel ) Temp .Diff . ( sTd ) 20 Deg . F .y.________-__-__-_--____...._...___---- ---.-----___-..______-_-__-_--______ * HEATING SUMMARY * * COOLING SUMMARY * ------------------------------------------------------------------- SUBTOTAL 23085 .25 ; STRUCTURE SENSIBLE 12816 .77 MECH .VENT-- 200 Cfm 4180 -00 SENS . + MECH .VENT : 16996 .77 TEMP .SWING @ 3 DEG . : 1 .00 ; OCCUPANT/APPLIANCE 3000 .00 DUCT LOSS 1154 .26 ; DUCT GAIN 1999 .68 TOTAL LOSS/BTUH 24239 .51 ; TOTAL SENSIBLE 21996 .45 ; TOTAL LATENT • 12557 .11 -------------------------------------------------------- _____w.._________._,_____w_-_--__________-__-__...---__..____ i 1 20% OVERSIZE FACTOR 4847 .90 120% SENS .OVRSZE FTR= 4399 .29 ACTUAL + 20% OVERSIZE: 29087 .41 : SENS . + 20% OVERSIZE : 26395 ,74 -------------------------------------------------------------------- * EQUIPMENT SELECTION * -------------------------------------------------------------------- EQT . MANUF . MODEL # TYPE HTG INPUT HTG OUTPUT AFUE/HSPF SENSIBLE CLG LATENT CLG TOTAL TONAGE ( S )EER —CLG CFM HTG CFM w-____....___-__-___-___________.--------------------------------------- L U A D C A L C U L A T I O N TYPE Inside Shade 5c Area loss/Btuh Gain/Btuh GL A S S----------_-------_-_-_____u_..._----_--- --___.____--_------__---_-------_-_- North Double Clr Drapes/Blinds 1 15 .00 435 .00 240 .00 North Double Clr Drapes/Blinds 1 15 .00 435 .00 240 ,00 North Double Clr Drapes/Blinds 1 11 .70 339 .30 187 .20 North Double C1r Drapes/Blinds 1 11 .70 339 .30 187 .20 West Double Clr Drapes/Blinds 1 24 .00 696 .00 1104 .00 Bast Double Clr Drapes/Blinds 1 18 .00 522 .00 828 .00 East Double Clr Drapes/Blinds 1 18 .00 522 .00 828 .00 East Double Clr Drapes/Blinds 1 12 .00 348 .00 552 .00 East Double Clr Drapes/Blinds 1 18 .00 522 .00 828 .00 East Double Clr Drapes/Blinds 1 18 .00 522 .00 828 .00 Infiltration : Winter Htm ( 29 .71 ) x 161 .40 4795 .19 Infiltration : Summer Htm ( 7 .22 } x 161 .40 1165 .31 --------- --------- -------_-- Window Frame : Metal SUBTOTALS : 161 .40 9475 .79 6987 .71 R--Value Area Loss/Btuh Gain/Btuh WA L L S--_-__...._____w__-___..._____..,-_..----..._-__---__--_.._--------- --------------- Wood Stud - Ext . 11 986 .00 3549 .60 2465 .00 Wood Stud - Adj . 11 149 .00 536 .40 253 .30 --------- --------- _-_____-- SUBTOTALS . 1135 .00 4086 .00 2718 .30 D0 0 R S---____-------------------____-___-_--___--__--_. ------_--_-__ ----_--- Insulated Core/Metal -- Ext . 0 21 .00 371 .70 109 .20 Solid Core/Wood - Adj . 0 18 .80 417 .36 78 .96 Infiltration =Winter Htm( 29 .71 ) x 39 .80 1182 .46 Infiltration : Summer Htm( 7 .22 ) x 39 .80 287 .36 SUBTOTALS: 39 .80 1971 .52 475 .52 CE I L I N G S---------------------------------------------------------------- Under Attic 30 1647 .00 2141 . 10 2635 .20 FL O 0 R S__----_-__---____._ ---_-__---__-._.__---_-_-...----...___-_----------._._-__-__._ Slab on Grade 0 167 .00 Lin .Ft . 5410 .80 000 .00 TOTAL STRUCTURE SENSIBLE ____________________---_-__----__-_____-___---_---w--_--__-_____----_-.-__-_----_-_-_ 23085 .25 19996 .77 ----------------------------------------- --------------------_-_-----___ --_------ CITY OF /*Zsatic Ve4d 7&T4& 800 SEMINOLE ROAD ATLANTIC BEACH,FLORIDA 32233.5.45 TELEPHONE(904)247-5800 FAX(904)247-SM NOTICE TO: Water Department FROM: Building Department DATE: Please be advised that the final building inspection has been completed on each of the following addresses and construction water is no longer needed: Permit Number Address S cerell, Building Department