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Permit 1562 Linkside Dr (vault) 7 � ` ADDRESS BUILDING PERMIT NUMBER INSPECTIONS: UNDER SLAB PLUMB ING.___W 11 L_L.w�.'._'3-­ FOOTINC3 / SLAB ' FRAMING COVER--UP r�- �C - C9 INSULATION-,---­S-------- FINAL NSULATION_.---­ --- -,_FINAL BUILDING--47- ;;;` �� - CERTIFICATE OF OCCUPANCY "� - ELECTRICAL PERMIT #--------------- ` INSPECTIONS ROUGH____ FINAL MECHANICAL PERMIT PLUMBING PERMIT # NOTES./ CITY OF ��r� i each - ��Cvrida 800 SEMINOLE ROAD ATLANTIC BEACH,FLORIDA 32233-5445 TELEPHONE(904) 247-5800 FAX(904) 247-5805 SUNCOM 852-5800 August 4, 9998 Schnorr Home Improvements ` 6928 Phillips Parkway Drive North '�i Jacksonville, FL 32256 Re: Required Inspections for Construction In the City of Atlantic Beach Dear Sir: Please be notified that a review of our records reveals that no inspections have been performed at the following addresses: #16621 1562 Linkside Drive Roy Taylor #16485 1586 Linkside Drive Verne Ubanski 0 L #14122 405 Snapping Turtle Court East Williams #13400 1563 Linkside Drive Douglas Hatch #13399 1830 Sevilla Boulevard #101 Tom Vogel #12942 1435 Linkside Drive Jack Robbins #12032 91 Ocean Breeze Drive Tom Theofan #12717 1601 Linkside Drive Roger Austin,Jr. Please review your records and advise whether the work was performed by your company and schedule the appropriate inspection to close out the files. Please call me at (904) 247-5826 if you have any questions regarding this matter. Sincerely, Don C. Ford Building Official DCF/pah cc: Homeowner - 77 T PSR aeon1662 : . DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH PERMIT I NFORMAT I ONi — w LOCATION I NFORMAT I ONI t'e'rmit Number: 16621 A dress; 1562 LINKSIDE DRIVE Permit Ty e. S REENI ENCLOSURE ATLANTIC BEACH, PLORiDA ,32233 Glass of Work:ADDIT ON _-.._. --- LEGAL DESCRIPTION - --- - - Constr. Type;WOOD FRAMEBlock2 Lot :1471 .Twp: O Proposed Use:SINGLE FAMILY Section: 09ubds Rngr� 0 Dra l 11 n+ s p Subdivision.SELVA LINKSIDE Est ;; valve.. 0A0 � i Improv. Cost; 5 ,059 f 00 Toa Fels �iU,X30 "iirtaxlPIr}i 601. P-NCL PLANA .t4? 949 (i M J. rc�: rIlUEZ PER, { �;�. O .,� ItO - , �.. APPLICATION FECE ---------- N � � 60 .00 m & ♦ W+i.af �r r P .`'A��v.§ ! I JM1N ry$�RIuY g DA 3 ���LO " � ;hp ;x`� r a " �n ��a �8pX� x 1 *;p '• �. CONI , WT ,,iI MAT I ON �1lte.. Sclmokk R`II IMPI OIFIT IIwPiTlS dcl °: 6328 'SILL �� PARKWAY" DRIVE N. ACKSO1vI;L � 'L32256--1576 i 6 . 'Cld040 2,8' Exp*41n k + '^a. w^u r, W1.4 r'r rrr 't is �r�yym e2 �m4 �,, .x^ : 1 NO 1 C�k of 1 NOTICE INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION UIL61Iw4 MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOTBE PLACED IN,PUBIiC SPACE,AND MUST BE CLEARD UP AND HAULED AWAY I' YEITHER CONTRACTOR OR OWNER r 1 � A1Ll1RE Tt3 COMPLY WITH'THE M�CHANic ' LIEN AIV , -N R ULT IN 3 THE PROPERTY OWNERPAYING TWICE FOR BUILDING tMPROV MENTSi" k I SU7*D ACCORDING.TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SU$JEC��To f00p+ 'A `{ON.; gR �l:ATION OF APPLICABLE PROVISION'S©F LAW. MKS ATLANTI EACH BUILDING PA ME(VT IBiti 1 This instrument Prepared By: Name / Address Book 8967 pg 204 Permit No. Tax Folio No. �r(�I NOTICE OF COMMENCEMENT STATE OF r `U ' 1 , COUNTY OF � THE UNDERSIGNED hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Description of property: (legal description of property, and street address if available) J �elVV n Aflaft, Wth; P. 2. General description of improvement: SCM Pffh M)Ulgtw W/ Ono WWW) . 3. Owner information Iqa USIwile Onl/jam, �1�J-1/Ul.f!c fit,/1 P, �%33 a. Name and address: IUhJ I �� wile !V'l, (, h b. Interest in property: c. Name and address of fee simp3qe Mif other than owner): 4. Contractor: JI.I Name and address:1-sq-muff �'!!lC 1�lUv (l"l�ll�{ ]� R g, � � a. �r � l 7 b. Phone number: au �Cj'- c. Fax number (optiona , if service by fax is acceptable): Bk.: 8967 5. Surety Pg- 204 a. Name and address: Dodi 99134373 b. Amount of bond $ Filed & Recorded 06/05/98 c: Phone number: W 09:24:09 A.M. d. Fax number (optional, if service by fax is acceptable): HE:NR'Y W. COOP. CLERK CIRCUIT COURT 6. Lender DUVAL COUNTY, F'L t REC. 6.00 a. Name and address: b. Phone number: n- c. Fax number (optional, if service by fax is acceptable): 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided in section 713.13(1)(a)7., Florida Statutes: a. Name and address: b. Phone number: c. Fax number(optional, if service bfax ' acceptable): 8. In addition to himself, Owner designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes: a. Name and address: b. Phone number: c. Fax number (optional, if serviceby • x is acceptable): 9. Expiration date of notice of commencement (the expiration date is 1 year from the date of recording unless a different date is specified) Sworn to and subscribed before me by -Signature of OwnerfAt— r- who is personally known to me or produced n CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET Address / J �O ,Z r 0o u s c r 2 S'CUZ F r,rJ P�✓�� t-t Date_ Heated Square Footage f\ @ 1" s• Lt f Garage/ Shede w,; _ Carport/Forcr P' F,(T wt = Patio J TOTAL V'ALU AT I ,t . ® 9 Tot409q- Vauat on 1st y 000 - _ )� �� aS" Remaining Value $5' per thousand or portion tlaereot TOTAL BUILDING FEE S '0 + I ' "' Filing Fee $ �U ). Fireplaces @ $15 , 00 $ <- BUILDING PERMIT FEE S WATER IMPACT FEE $� SEWER IMPACT FEE S WATER METER/TAP S CAPITAL IMPROVEMENT S SEWER. TAP S i RADON (HRS ) CO50 S SECTION H PAVING ; $ HYDRAULIC SHARE. S CROSS CONNECTION $ SURCHARGE . 0050 S OTHER $ GRAND TOTAL DUE $ ® � ADDITIONAL PERMITS OR, FEES : Mechanical Plumbing_ Electric/New Electric./Temp ; SwimminaPooi. Septic Tank Well Sign Finish Floor Elevation Survey Other CALCULATIONS and/or NOTES : CITY OF ATLANTIC BEACH PERMIT APPLICATION REMODEL, ADDITIONS OR ALTERATIONS DEMOLITIONS Y Owner(s) : a f. Address. �rr �o Phone.,-3u H1Iff) Lot �^� Block or 'Un #o� Subdivision:_���1 Ll����IC� li Contractor : c ��� State License # Address: �b (90A+71" i Phone No Describe work to be done: .5cr�w, "Ctosum F Present use of building: I Valuation of Proposed Construction:_ lb _.w Proposed use: Sct�re Is this an addition? Zd' If yes, whet are the dimensions of I the added space: tett. X • ft. Will the added area cooled? o be heated and I i ��I New electrical (or increase) .? i New plumbing fixtures? Ney fireplace. A New Heat/AC? .,�'�o SUBMIT VMM COMPLETE SETS OF PLANS, INCLUDING SITE PLAN, SURVEY, ENERGY CODE FORMS, NOTICE OF COMMENCEMENT, AND OWNER/CONTRACTOR AFFIDAVIT, IF OWNER IS CONTRACTOR, -70 I / Signature OWNER: Date: S --q i /� Signature CONTRACTOR: Date: l0 License Supplied: RECEIVED i Liability Insurance: JUN - 4 1995 Worker's Compensation Insurance: � City of Atlantic Beach Building And Zoning a'd -1-11JH ),LID HDR -UH WHAT:r.A 9f;, AT 1HIJ Z0'd -1d101 MAP SHOWING BOUNDARY SURVEY OF LOT /4l BLOCK AS SHOWN ON MAP OF AS RGCORDED IN PLAT BOOK _47 PAGES 4E-"---f 0` THE CURRENT PUBLIC RECOROS OF DUVAL CO, FLA. FOR: C4—IZ `X IW4+1" CAdJ,� ' l',�r3c✓ NATE: BEARINGS SHOWN KMEON ARE BASED ON THE ABOVE MFNMNE0 PUTT. APPROVED CITY OF ATLANTIC BEACH BUILDING OFFICE JUN 0 9 1998 P.s�r aF 6e�s .c,Icyr nor i, s�T�,v .' rauv.�.v RECEIVE JUN - 4 1998 ` City of Atlantic Beachtill Building and Zoning a V co..o,� PAa�� n/?»' it•ov.a w v 0 f/h'P� alfAt f,.1 YC Yiv.J V„ ,�� X/ b" �Q M /09 lI.Q t /4401 `" �' � '`�°-a'' fee• \ q�fx�• /y ,I ,sir ct V • C(..frv•,J .r. r Y%OV �. w3 . VIC K . ar �is cw d •—•�F-r Q s rr Ilk yy � Ni ��yr .� Y¢.ty>• ..jYl st�>✓��tt� �� S�Z— -cyCL G� cj, CO CY�Ttr c.ilosidz apt r $'�f'i . ' �OR"T -Yorrlua?Lorids, to . 1 - oCoC�.t_o,tn.oE ._ X1 IC-5 • i{ �1 g14 =K Q �t FD•Tt o ' .. � .. . `_. - - - - ::�:rn►.%S: - dna ���(�� -- - . 2!a _��72aAA!c-T�- vJtu—_ IE 0041ilgy[ XortLeasi?latlda rypcei ucaSaoa SOCllt}Oa of?lotlds', !i SCREEN, VINYL & GLASS ROOMS SECTION 3 SCREEN, VINYL S GLASS ROOMS SECTION 3 ROOF •I tEiO7 EDGE BEAM TABLE 7.1.1 AUO/OR TABLE 7.1.2 BF.AANEAOFIR ! �... ALTERNATE CONNECTION DETAIL Lly (D IV.f S/WT METAL SCREW 7 WRIGHT r.0.007'ANOL1HEAE R NNECT AM • MO 8CREw SLOTS ORAL H)EAWhEAOER AHD FOR MAX S.V7 AM ON ORAOE lgOpNT IL ANCHOR r.7 PLATE TO CONCRETE OR RAGED FOOTING LENGTH r,r _...----1 WITH VH•.2•vr CONCPETE H SIDE VARIES NO MAX(ELEV.SLAB OR ON GRADED OF�E WS POST •o.C.MkX TYPICAL GLASS ROOM WTM SOLD ROOF. TYPICAL FROM VIEW FRAMING r x r EXTRUSION •OE)OIR OF LPWGHT 0 LEABLEED FROM TOP OF rxr PLATE TO BOTTOM OF WALL BEAM) }VB'MN N CONCRETE ALTEVNATN COaECTON AT MN 3-V2'SLAB 2500 PSI COAG iASON ALLOM'FD LOAD WIDTH 0.0.10.10 Wm OR FIBER MESH VAPM BAWLER UNDER CONCIETE SEE SECTION T FOR DETAILS FOR ROOF PANELS LW HOLLOW POST TO BASE AND HOLLOW POST 70 BEAM DETAIL SOD A" V-1— WA BEAM AND OOLUNS ITRUCTUSTRLIOTWE PFA TABLES 7.7 OR Y.7'OA 7 SMO POST U)/%).yr sALa ua Sce— OF POST P•PROFCRON PROM SLDO. LW.LOM WIDTH. I I-.... /EAGER BEAM F--P VARIES _.j 0 0 O 0 �_ WEAR OR GUSSET PLATE • ANCHOR r x 2'PLATE TO CONCRETE WITH VP.ANCHORS 5.2'CONCRETE __�._ r K r x VW ANGLE EACH WE TYPICAL SCREEN / GLASS ROOM ANaRS Mn' OF EACH SDE F ATTACH TO POST NO CONCRETE OF EACH POST AT 24 'O.C.MAX. AT LOAD BEARNO WALL WITH 011 n1R00011 ANGLE AT 2.'O.G.MAY. (D 110 x Vr SAL.EACH BD[ V T x r EXTRUSION NOTE& ANCHOR r x r OPEN BAC(EXTRUSION WTM V4'x2-V4'CONCRETE }VB'LFL N CONCRETE FASTENER MAXALFM OF r-0.ON CENTER AD N WIT m OF{PPKW ANCHOR r x r To WALL WRN S-Vr 010 WENT METAL$CREWS WITH MN 3-Vr SLAB 2500 PSH CONC. r WASHERS 7-0'ON-CONTM ANCHOR KAM ANO COLUMN NTEPHA LY 8x8.1000 W.WUA OR FUM MESH OR YRN kXM R CLIPS AND 110 SCREWS Aro WAVERS. VAPOR BFIREA MN.t&A SW TOCK$,,FOR SLAB ON GRACE LT 7-V7 CONCRETE Ili I I I P12 EC PFROM�ALL BEAM FROM TABLE USING LARGER'A'VALUE OF I T•'a CLEAR DISTANCE FROM NWT STALUCTIEIE TO FRONT WALL BEAM BEAM POST TO BASE AND SELF"MATING POST TO BEAM DETAIL t Lawrence E Bennett, P.E. Lawrence E Bennett, P.E fAi FATI. .MX`TN.,Toamum-ea caaurAwr F4 HOx LTNL Barth CAW.. A orm m FAY 3 •OQU`N""r paF1ATANr TYNO( 1/al Nr•/n. 14 W.N/A/DATA)1$?-477 R tlFl FAY l/al rA•Nui/ TEY.pF BOD Ta-.n/ N,aA� rAx Bal 747•401 ®(xrvNONHr x»O .Moe 'e"L .Roe 801 To!d AVRIC{A!R MW MIN FART"Off'm YMnTTN FFx�/ry1 d UwM.Ot 5 xf?lLTT,FL 69 ©clx•neoHlT 100! Cpl TO Y 10.1aT%>a N M+•aF OR H IMl M111QR M MATTFN rOT./0/lal V UYMi•IY[C 0F•FTT,FL 71 I t N• yy SECTION 3 SCREEN, VINYL & GLASS ROOMS SECTION 3 SCREEN, VINYL & GLASS ROOMS i EDGE BEAM SDE WALL WADER ATTACHED TO r x r OPEN BACK Wry"Aft r x!O'ER BACK (2)110 x}Vr SALE. SOLD ROOF ATTAsio x ED M TO FROPOST WITH WALL PUiPURLINSIATTAC ED TO x r RAIL.MAX,r N1011 r x r OPEN BACK WITH MR WIDOW FRAMING CAN ATTACH EACH FU8lN ANO 21'OD. (2)110 x}V2'SMS,N DIRECTLY TO HEADER FRONT WALL RRH SLEW BOSSES O 0 GLASS WWOW INSTALLED PER MAHFACTIAFA9 SPECIFICATIONS FROM AND 806 BOTTOM MLS CONVENT10NA'FRAMING OR ALUMLAA ATTACHED TO CONCRETE vmN COVER SYSTEM SHEETING BOTH SAES VL'x 2•V4'MASONRY DUCK SET ANGOR WITH/8•V7 SHEET METAL r AT 0'FROM EACH POST ANO 24•C1 CENTER MAX.AM WALLS ALL—LIM SWETNG OR VINYL A MN r FROM EDGE OF CONCRETE _... TYPICAL CORNER DETAIL (4)�410.0TE�vr)PAMEIA WITH GLASS ROOM WALL SECTION WITWSFA PANF18: 0101 }VP FEW WA8/QIS / f71/0 a Vr SMS.PER 17 PANEL " P•0'D 2'r'ApIOBS M FROM AND 2/'OA ALONG ' IDIS(WAX-010 SOLD COVER EDGE BEAM r xr.aR r i r(HOLLOW HEADER ATTACHED TO POST WITH Mr•aAAA r.2'x 0.077 $Q VAN TAU HUM �.M�(2)#X)x}Vr BMS.N SCREW (n.POAU CNR RAL AND IOC(RATE, MAXIMUM WIDTH r a r HOLLOW RAL EDGE BEAM SPAN r:r.r,i•aRi•.rNouow PWT ATTACHED i0 BOTTOM SEE r.r TABLES SHEETNO Mrww ONE SDE ROUGHR OPENING �j WUN UL(2)110 a i•Vr EALL WIM HO LEADER Ny BOOSBJ 2-1 r VARIES 1=11114"MAY SE L1BED IF ATTACHED TO POST WITH MNR(21 sM AA 5.yr v.uu SOWS & SO VINE. !' f 'j jA xr�sr / (IF u""x azo $ S Baca ` x r aoK OR SEESG 0,000 � is�WNO- SL F ©TQC'FpR �rt : 10woofs' &G1A K PO- G yfe s Fob c > �X50` CLF cer„%"g_X %c o c x 'r.. T�t. p Fpp11NGG�pSURES v� oOIVG F0� sCRE�A;�,cam• i iot }rON' Z.OrO Si.6PE n d' g $%SL,06 food ST f� PDoll 1A ve 144 GO is-or f� GpT10N FGR SGR�E , - I foot,", Mp+ - x vr� Ok 11 W Au AND FG�N °� z t t'°f°oc ° fog �O rxs � BEIF s► �� ,pp1 IOC--' f°o�$1.AB DE Batt'Pf- t 00-e10�uea fd� °��'TIA t"* € «pof egs fk-te�� S�e,Mrret220 L fl*, 'TI* s P?OOH,�pt✓�1 Ica, '+e pepE _ ?S , Pf- OF - 7 or SECTION 3 SCREE a�/i�IYL. gt GLASS ROOMS SCREEN, VWYL & GLASS ROOMS Table 3.1.1: Allowable Beam Spans-Hollow Extrusions for Screen Table 3.1.2: Allowable Beam Spares-Hollow Exitus and I or Vinyl[Open]Rooms with Solid Roots and I or Vinyl[Open]Roorrs with Solid . Af4Bn)num Alloy 6062 T41 - Alumh 6063 T� Wind zona 606.3 102 MPH 110 MPH 120 MPH 125 MPH 140 MPH _ W(nd Zale .Ajptkd Load. 1 MPH 110 MPH. .120 MPH 170/S�Ft .200/Sq.Ft _230lSS.FL - 260./Sq.Ft . 3211lSq.Ft Load Load Width 2"x 2"x 0.032- - - 7 O I S.R 2301 R _. Load width x 2- x0A50 I - ' ___.. r 4-9" 45• 4-0• C 8'-8• 8�1" --_._._a... _.. 5-2' 4-9•_ - 44S - 4 2' 3'9" 6' 8'-7" 7'-11• r-4' 9' .� 4'-10' 4•-0' _._ .. _+•-7...- 3:_11' _. . 10' 4'-T 4.5. 3'-17. ---.__.3 Y-_..- ..3.4_ g• 6'-10' 6'.6' 7.4. 6._5. 6••0. N' 4'-5" 4•-1- 3•-9• 3._7• -3_r - ... 10' 6'�• 6'-T S'-9• 17 4'-Y 3'-10" 3'-7' 3'-5' _ 3'-7' 11' 61" 5'-10' S'S" Load Width 2"x 2"x 0.036" 5' 6�-9" S-3' 5•_10• -5' ---�4'-11' 12' 6'-1- 6-7• 6-W ---- 6' 6'-2" 5'-8" 5'<'--- -5%0- ---4'ji' Load Width 3"x 2"x OA70" -----8.------- --5-�_ -_--- 4'-11. 4•_7. 4" 3._11. 6' 9'-3- 8'-6" 7'-17• T 1 '-tt 7-1- 37-6' '-1 ' " 10;- 4,-1 " 3'-10- 3-6" 8' 6'-11" 4'-T _ 4;-3" T-11" 3'-8" 3--4- 9' 7'b- 6'-11- 6.{" 4'-4- 4'-0' 3'-9' :i-6" 3.-2" 10' 7'-2" 6'-7" 6'-2" Load Width 2"x 2"x 0.044" 11' 6'-10- 6'-3- 5'-10" 5' - 7'5" 6-10" 6'-4" 5'-11" 5'-5" 12' 6'-6" 6'-0" 5-7' 6' _ 6'-9" 6'-_3" 5'-10" 5-6" 4'-11" Load Width 2"x 3"x 0.050- 7- 6'-3' _ 5'-9" 5'-0' 5'l" - 4'.7" 5' 11'1" 1 10'.3" 9'7" 8' _ 5'-10" _ 5'-5' - 5'-0" 4'-9" 4'-3" 6' 10'-2" 9'-4- 8'-9" 9' S'-0" 5'-1' - 4'-9' 4'-5' 4'-0' T 9'-5" 1 8'-8' 8'-1" 10' S'-3" 4--10" 4'{" 4'-3" 3'.10" 8' 8'-9- 8'-1" 7'-7" 11'- _ - _4'-11° 4--7" 4'-3" a-0" 3'-8" 9' 8'-3" T-8' T-1" --- 12' 4'-9' _-4'-5' _ -. -. 4'-1�_ _ 3'n0" 3'-6' 10' T-10" T-3" 6'-9' ----------- ----- -- -- - Load W:dttl 2"x 2-x 0.055" 11' 7'-6- 6--11- 6'-5" 6' -- 5' 8'-1' _ T-5' _- -11'_._-- 6'-6' ---- 5'-t t' 12' T-2' 6'-7" 6-2" 6- T-5 6'-10" _ 6-0" -` 5'-�11' _-__ 5-5' Load Width 2-x 4"x 0.050" 7- _ 6'-10" 6•4' 6.10"- - 5'-(i— 4011- 5' 13'-g" 12'-0" 11'-10' -- -8L- 6._5. 5._11.-----5.-6. 5''2. 4'-6" 6' 12'-7" 11'-7' 10'-9- 9' 6'- _ -5-7" 5'-7--_ 4-0" 4''-5' - T 11'-7" 10'-8' 9'-11' 5-9" _ 5'-3 4-11" 4'-7" 4-2' 5'-5" 5'-0" 4'4' 4'-5' 3'-11" e' 70'-10- 10'-0" 914' 12' 5'-3" - 4'-10"- 41$ 4--3' 3'-10". _ 9' 10'-3' 9'-5' 8'-10• Example: 10' For Y x 2"x 0.044,Extrusion beam span is distarloe between uprights.to enter table roof panel 11' _ projection of 14'-0"find load width. 12' 8'-10" 8'-2' 7'-8- LW.=14'2-7 O.H.=T Enter table on left under bad width.Load Width=9'-0-. Read span under _ - Note: appropriate bad: - _ pass Rooms:The addition of aluminum frame windows with glass N Live Load @ 17 0/Sq.Fl.1.102 M.P.H.Load Beam Span= 5'-6^ M.P.H.wind load requirements to the above upright sizes increases the sl Note: framing is not required. Glass Rooms:The addition of aluminum frame windows with glass panes that are designed to 110 Tables assume extrusion oriented with longer extrusion dimension par M.P.H.wind toad requirements to the above upright sizes increases the strength so that additional -framing is not required. Tables assume-extrusion oriented with longer extrusion dimension parallel to applied bad. - Lawrence E Bennett, P.ELaawrreenncce c oHt EKO E13t-OEVaoPx49rr COUXLTANr - - PA.BOX 4300.3MM OAYTCH&FL 32121 PA.BOX 4811((8 TELEPHONE(90)701-4714 T88HOI' FAX(904)797-6550 FAX 0 - SEAL PAGE ©coPYnnw woo - - ©COPYRIGHT 1996 76 NOT TO BE fE)"OD 1C-D N WHOLE OR N PART VATHOM THE WFMIEN P84ASSION OF LAwPENcE E B NNM.PE NOT TO BE P9`R000CW N WHOLE On N PMT WfT}r"THE wWTTe7 PB%AS ON OF U1 t Mile- I SCREEN, VWYL & GLASS ROOMS SECTION 3 SCREEN, vwYL & GLASS ROOMS s Table 3.21: AllowrWe upright Heights Screen.Klnyl an AMevelt.AROYS063 T-4 - Table 3.23: Allowable Upright Heights Screen,Yayl and GWss Rooms _ AMxnlnum Alloy 6063 T$ q;z, 2"x 2"z OA32"Hollow Extrusion Win Zona L4had 102 MP3 110 MFH —126-M.PJL I 12 MP: 3"x 2"x 0.050"Hollow Exitwlon - WidthI ed toad Wind Zone 19#50.(1 23 75q PL-268 R 29# Load 102 MLPH 110 MPH 120 MLP M 125 MPH 140 PH 36" -10 '-I1 -11 Width Load 42" 9-1' S' 198' R 23# R 26• R 290 R 368 .R 48 8-0' 7•-9- '•it 14'-Y 12'-11' 17-Y 11'$' 10'-4' 54' 8'-0" T4 6•-10' —6-4- 36" 42" 13'2" 11-11' 11-3' 10•$" 9'-T 60" '•t 1' 48" 124" 9'-11' 8'-11' - 72- •-11 6'-4• •-11" 5'4- 54" 11'•7' 10•$" 9'-11" -5" 8•-5" 78" •-9` -5•+5" 60" 11'-0' 10'-0" 9.3' 8•-11' 8'-0" 84" 6--5' '•90' $" 1 5-3' 66" 10'-6' 9•$" 8•-11" 8'$" T-8- 90" I 6'•3' 5'-0' 5u• 1 72" 10=1" 9'-2' 8'-7' 8'-2- T4" 2"x 2"x 0.036"Hollow Extrusion 78" 9'$' 8'-9" B•3" T-10' T-0" -_ wind Zone 84" 9'-4" 8'-5" 7•-11' 7'-6' 6•-9" Load 102 M.P.H. I 110 M.P.H. 120—ALM 125 M.P.1 90" 8'-11" 8'-2- T$' T-3" 6'$" Width Applied Load 19815.fL 2385.R. 26#S.R. 2995.I 3"x 2"x 0.070"Hollow Extrusion 36- 10'3' 9'4' 8'-9' 8'-3' Wind Zone 42" 9'fi" 8'-7" 8'-1- 7'-0' Load 102 M.P.H.T 110 M.P.H. 120 M.P.H. 125 MP.Ii 130 M.P.H. -4 S" 81•10- 8'-1- 7'-7' 7'-2' Width Applied Load 54- 8'4" 7'-7' 7'-2' 6'-9' 19#ISq,R 23#/Sq.FL 26 If/Sq.R 29#MO.R 36 If/Sq.R 60- 7'•t 1' 7'-3' 6'-9' 6'-5' 36- 15'-4" 13'-11- 13'-1" 12'-5- 11'-2" 66- 7'-7' 6'-11' 6'-6- 6--1- 42- 14'-2' 12'-10" 12'-1" 11'16" 10'4- 72- 7'-3' 6'-7- 6'-2' 5'-10' 48" 13'-3' 12'-1' 11'4- 199" 91$" 78" 6'-11- 1 6'4' 5'-1t 5'-8' 54" 12'-6" 11'-4' 101$" 10'-1' 9'-1- 84" 6'-8- 6'-t' 5'-9' 5'-5- 90" 6'fi' S'-6' 60" 11'-10" 10'-9' 10'-2' 9'•7" 66" 11'-4" 10'-3" 9'-8" T-2' 8'-3" 'x 0.N 4- low Extrusion 72" 10'-10- 9'-to` 9'-3` 8'-9' 7'•10- wind Zone Load 1 110 M.P.H. 120 M.P.H. 125 M.P.H 78'• 10'-5` 9'-5" 8'-11' 8'-5` T-T width Ted Load 84- 10'-0- 9--1' 8'•7- 8..1. 7'-3" 19 8 ISQ.PL 1 23 i 5 .R. 26 8 5.R. 29 8 IS .F 90" 91$" 8'-10` 8'-3" 1 7'-10' 7'-0' 36- 11'-2' Notes: 42- 10'x' 9'-5' 8'-10' 81-5- Gas s '-5'Glass Rooms:The addition of alum inum frame windows with glass panes that are designed 48" 9'-8' 8'-10' 8'-3' 7'-10' to 110 NL P.H.wind load requirements to the above upright sizes increases the strength so that 54" 9'-2' 8'4' 7'-10' 7'-5' additional framing is not required. 60- e'-0' 7'-10' 7'-5' 7'-0' Using screen panel width•YP(See typical glass room drawing.).select upright required from 66" 8'-3' 7'-6' T-1' 6'-8- - 72" T-1 t- T-2' 6'-9" 6'-5' the maximum height allowed for each extrusion. '.' 6'-11" 6'-6' 6'-2' Screen Splines on 3"side. extrusion turned with 3"sideparallel to sole plate. 7'�' 6'-8' 6'-3' 5--11- 6'.1- Notes: --11- 6'-1-Notes: Glass Rooms:The addition ofaluminum frame windows with glass panes tlx: to 110 M.P.H.wind bad requirements to the above upright sirs increases the s9 additional framing is not required. Screen Splines on 3-side.extrusion tamed with 3"side parallel to sole plate. Example: - Screen panel width W-60': Maximum-H'for a 2'x 2"x 0.036'Hollow Emus ion Using screen panel width W(See typical glass room drawing.).select upright - required from the maximum height allowed breach extrusion. Lawrence E. BE Lawrence E Bennett, P.E. OVI -INEMO+• CAM IPXNJMi-DEVELOPABJr CONSLTAM P.Q.BOX 43M SOUTH DA PA.90X 43M SOUTH OAYTON/�K 32121 yelp"OHE(904) MEPHME ON)787-4774 FAX(804)767. . - - FAX(004)787-65,x8 _ SEAL • Q COPYFVGW 19918 - PAM O NOT TO REPRODUCED IN WHOLE OR N PMT WITHOUT 11E WftlT191 Pt3iM5510N OF UWIIFNCE i NOT TO BE FVFMUC®N WHOLE OR N PMT WITHOUT THE Yd6R91 PEWSSION OF LAWF B E ea#ETT,PE 8� 1 I SOLID ROOF PANEL SECTION 7 li SECTION 7 SECTION 7 SOLID ROOF PANEL PRODUCTS I'ROpU�tS TabN 7.1t NlowaDM Spens for A uentelion ]105 r a o-aum er.rP.,.r Fs o n e.ee wet APPM4 o..du. we rare r4r 7 fa7wx a +r-n- fr-f• +: 1 He wx 7e fr-ar n=r n +m wx 7a V frs +o as r-r r-nr �. f44 wx 32 rr rn• f r.fraewx-w..rae.r FOAM-toll OENMY EPS ovr"mer ALLL*"l 3705 W14 OR H-25 ALLOY wf„4 APa44 P+.Nry FOAM-1011 OENSrY EPS. 0.010. we ro.r6 ra- r ALtlNOLM 3105 H•14 OR H-25 ALLOY PATENT i 4,769•p63 AND 5,p86,589 fetwx f} nr•+I• +.I• PATENT i 4.769.963 AND 5.068.599 SNAP - N ® +fowx xo +r-'c Ir-n- u - LOCK PANEL SNAP - N - LOCK PANEL® Table 7.6.1: Allowable Spans for Composite Roof Panels for Various Loads ......o.osx Ra.r P.e.r Table 7.6.2: Allowable Spans for Composite Roof Panels for Various Loads Structall Building Systems Inc.Snap&Lock D Composite Roof Panels Aeea.o oe"�"oM Structall Building Systems Inc.Snap&Lock O Composite Roof Panels Manufacturers Proprietary products: neoaw Manufacturers Proprietary Products: 3"x 46"x 0.019`Panels i n Buildin s Enclosed Buildin s +or.vx U —r , 4'x48"x0.019"Panels Wind Applied Overhan Condition Wind Applied Overhan Condition O nBuilding. Enclosed BuiMi s Rection Load NONE 1'-0" 2'-0' J'-0" Re ion Load NONE 1'-0' 2'0" 1'-0' taorrx }} ,r.r „•s- ++ Wind Applied Overha Condition Wind Applied Overton Condition 102 M.P.K 17 14'-7- 14'$' 15'-1" 15'-9` 102 MPH 29 11--2- n'-<' 11'-t0' 12'$- raw- Re ion Load NONE 1'-0' 2'-0` X-0` PW ion Load NONE I t'-0" 2'-0- 3'-0` NILI"' .H- 20 13'-5" 13'•7- 14'-0- 14'-0- 110 MY 35 10.2- t0.-4' 10'-11- 11'9" 102 MP.H. 17 15•01 16'-t' 16'6' 77'-t" 102 MP.H- 29 72'-3- 12'-5' 12'-10' 13'-0' A 27 12'6' 17$' 13'-2' 13'-11' 120 MPH 41 i- 70'- 9'-4- 2- i l'-2' 110 M.P.H. 20 14'-9- 14'-10- 75'-3- 75'•71- 110 MP.K 35 t t'-2' 111'4' t t'-10' 72'-0" .K 26 1 i'-9- t 1'-1 t' I T-5- 13'-3' 125 M.P.K 45 8'-i t' 9- Table 7.1.3:AOoa•401e Spans for t 120 M.PH 23 /3'-9' 13'.11' 14'4' 14'-17- 120 M-P.K 41 10'-J- 10'6" 1T-0- n'-11' 2- 9'-10- 70'-9" Alunenum Nby 71o5f t0'-T 10'-10' 11'-4' 1Y-2` 140 MPH 56 8'-0"" 6"-3" 8'-t t' 10'-0- 125M.P.H. 26 1T-11' tY-1' IT-6- 14'-3' 125 MP.K 45 9'-70' t0'-7- tt'$' 140 M.P.K 32 n'-8- n'-70' 72'<- 73'-t- 140 M.P,H. 56 8'-10" 5-0- 9'$- 10'-8' x 0.024`P netsnn s Enclosed Builoln s4-x 48-x 0.024-Panels Prod Overhan on WinoO n8uildin s Enclosed Buildin s PApplied Overhan Condition +n+r 1HI- +Load NONE 1-0 2'-0' X-O" Reion LoadNONE 1'-0- 2'-0- 3'-0- -++ uvxWind Applied Overha CorWition Wind Appl'rod Overtu Condition 17 16'4' 16'-6- 16'-t 17•5' 102 MPH 29 176' 12'-8' 13'-2- 13'-10- usMPx Re ion Load NONE 1-0- 2'-0' T-0" Re ion Load NONE 1'-0" 2'-0' ]'-0' .H. 20 15'-1' 15'-2' 16'•3` 110M.PH 35 11'-� 1F-7' 12'-1' 72'-10-102 MPH 17 1T-n' 78'-0' 78'4' 18'-7t- 102 MP.K 29 13'-9' 13'-10' 14'<- 14'-11' H - 23 14'-1' 74'-Y 14'- 110M.PH 20 16'6' 76'$- 1T-0' 7T-T 110 MP.H. 35 72'6- 12'$' 73'-t' 13'-t0' T 15'-3' 120 M.PH 41 too 10'-9- 17'-3'- 12'-1- .u-.o.ou-w,e.v,^.r H 26 t3'-3' 13'4" 73'-10' 14'6- 125 MPH 45 10'-1' t0-310-t011$ o e w.xa120 MP.K 21 - 15'-5'• t5'-7- 75'-t 1' 16'6' 120 M.P.H. 41 11'-T 11'-9' 7Y-3- /3'-0' K 12 11'-7T 12'-t- 12'-T 13'4- 140 MP:K - 56 9'-0- 9'- ws,a .vvwe 125 M.P.K 26 14'6"' t4'$-1-15'-0- 15`•8- 125 M.P.H. 45 1 t'-0" 11'-2' 11'-9' 12'-7' - 3- 9'-10• 7p'-10- w Lew wra: ra- ra UO M.P.K 32 13'•7- 1X-3- 13'$' 1J--S- IAOMPH 56 9'4 t' t0'-t- 10'-8- t t'-T 3'x48 x 0.010"12'-7- Pawls - +o}urx tt +o-r 1e-3- ,r Open Buildings Enclosed Buildings +}e wx x] 4-x 48-x 0.030-Panels Wind Applied Overhan Condition Wird Applied Overhan Condition 121.P a u'-r open Builth s Enclosed Buildings Region Load NONE 1'-0` 2'-0- 3'-0" Re ion Load NONE 1'-0' Z-0' 3'-0` +u wsx s} lP.r Wind Applied Overhang-Condition Wind Applied Overha Condition -102 MPH 17 18'•tll'18'-11' 19'-3- 19'-9' 102 MPH 29 14'- x-.v.oIDrra,.r v.,,.r 5' 11' 15'-7" ov.nevea:., Region -toad NONE 1'-0" 2'-0" 3'-0` Regi Load NONE 1'=0` 2-0" .J'-0" - 110 MP.K 20 1T4' 1T6' 17.10' 18'4' Y70 MPH 35 13'-1' t3'-3' 73'-9' 14=5' M'.+a _ .,ovs.a - a.'^r 102 MPH -77 20'-0' 20'-9' 21'-1' 2T6' 102 MPH 29 15'-10"15'-11' 16'<- 16'-11' 120 MPH 27 16'-T 16'4' 16'-0' 1T-3' 120 MPH w Lv.4 wr4[ ra- }v 170 MPH 20 19' 19'-17` 110 MP.K 35 14'-5" la'6" 14'-7 t' 15'-T 41 1Y-1' 12'-3" 12'-9` 13'6' 125 MPH 26 15'-3' 75'4' 15'-9' f6'4' 725 MPH 10}rPx 1} +r.lo•+n+r v 120 MPH 23 7T-9' 1!7-t t' 18'-3' 18'A' 120 MPH 47 13'4- 13'•5' 13--11' 14'-7' 45 tt=T t1'-9' 12'-3' /3'-0" no rpx xe tri• +e' l6 140 MPH 32 13'-9' 13'-10` 14'-3- 14'-71" 140 MPH 56 1O'4` tO'•7' 11'-Y 11'-11` 1xo MPH xx u•-r• +ss u.� 125 MPH 26 16'$` 16'•10' 1T-2' 1T-9' 125 MPH 45 12'$' 12'-10' 13'4' 14'-t" _ vs urx xs f.s- n.'-' .:, 140 MRK 12 15'.1' 15'-2' 15'-7'1 16'-3'1140 MPH 56 H'-5' 11.4- 1Y•1' 12'-10" - Note: Total roolpanel width=room wilt plus wat1wift plusoterhang. Note: Total tool panet width=room width plus wall width plus overhang. Lawrence E Bennett, P E Lawrence E Bennett, P.E Lawrence E. Benn( CVL�-L EVGJD-4 03VKLTAW S T4R U C TA L L•_ S T RtJ C TA L L• CrA 0'«x"18!:OE'H3.OReff OP•,6SLrANr ovL DeGN IFR-DEVELOraetr, Pd Box 4304 MRH OAYTONA R 321111 • ,w. •« 330 BLaiBANC OtD3MAfy R 34!77-4000 PR 60x 4306•SOUTH OAYTONA 0.3M1 P.D.Dox 43M SOUTH DAYTON 73 TBNfE 7 (0041767-4774 330 DWBAW,OLDSWJ%PL 34a77-4000 LOC,.(ant DSSRDZT 18-HOW MR)M-4774 IUM4OW(NM)707-C fAx(OBo 70'7-0.1170 HATK LOCAL OED13)1-800�OB0.3ioe HATK*A%DE 1.800-060-3706 FAX(004L 747•a53S FAX(004 747-0.150 SEAL FAX 160 654-2803 FAX(613)834-2802 MAIL SEAL 10 ACE 'A ©COPYFtO!(T 08 ©COPYi1K'M00 18 — PAGE PAfE ©C9PYNfG/R 1008 1 7'2 NOT TO BE FIEPAO CM H WINCE ON N PART 1 MCM TIE WR77IX POVA&SON OF UwIENCE E 89aE7T,PE NOT TO BE 08WOMM N 1w10LE OR"ART w11110LR TIE WWITO1 PO"IMN OF tAWM CE E N3#&w,PE 133 120- NOT TO 8E g04,0D CED N WI .r . .� _. -..-� � ...�.•.ri- v ..-.....rr� ,rrc,y�a/P'� vL.7 L�7s+17'!"....���S 1S A1(;a45-110" G' Cnvgnv t M/�C Fe=nlcE t�� 14 ..aF.��^Ilri nr��r•�.�i r�•r� ---�- vvvv 4 e4"c a FTC 1. 41 l t r a� ■Awa-�•1R°Y�_®• Hovs� v by Y IA Ile 5) 5�?eF -Z/-93 wArE,X'erT i 7;22/ .Vp o rcourvo ,o�L a�f1 .�'t�.vY 1 HEREBY CWMFY THAT THIS SURVEY, PERFORMED UNDER MY RESPONSIBLE DIRECTION. MEETS THE MIMMUM LEGEND, TEGHNFCAL STANDARDS FOR LAND SURVEYORS IN ACCORDANCE V401TH CHAPTER 21HH-6.FLA.ADMHNI$TRATIVE CODE GOMCAf7E reN"mur (PURSUANT TO SECTION 4,72.027,FLOR}DA STATUTES),PAND FURTHER CERTiFYTHAT THERE ARE NO ViSfSLE ENCROACH- d Fo�wm iwnr c-*&9AA^& MTS UPON THE SUBJECT PROPERTY FXCFRT AS SHOWN ON THIS SURVEY `F G;�� EA 0 9s•,9E7 1pOM-1.,t,.Ta re Tjf jWE. THE LOT SHOWN K94EON IS IN "t 000 &AL mLowsu REsTm nog UNE ZONE "k'" — AS 614OWN ON TME FLOOD =NSURANCF FATE CLA WN Ano ASSOCIATES, INC. ° `kKrR`L A%WA MAP, COWUl'Ory PANEL NO s2007; _ Odwr p DATED 4-7-OP 1643 HALOCI AVE.JACKS061VIU.9, Ft.A 32207 A �AOlus UT✓ dF i Tl-wr've 4reAL-W,�c"--8A A a»c OMAN" CM. CMfW OWTANCE P.C. PW"OF LOBPATItm WRVEYF!D QpQ/t 9 19 _ _ _o;te, PT POW os tamales. `l�- ?O suRvreo; rlp. Lar./.`Fui FOX. po$w of W%gme CURVE SCALE: - ✓D�^ /ss, rSI�LG . P c C PWNT Of CGMF%KM OWN gg Av^1 Ala—'r -oF-avry b{ F-A 5/0,Pd, 2P FWLO BOOK 47Z PG. 41 _-- T exttftratt jaf Orrupanru Titg of Atlnntir + ,ettrll — lori�tt Vtvartment of Nuff ing Inspection 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 S iI lg�t 1 ci inti?V Re 8 7 tf ei':e Bldg. Permit No. ` Group W I f'faVc- Type Construction -§-LL Fire District A '6b'0 oint D,-iv Owner of Building d.'uilteri R.e,51 ExtiA LeAddress 6 E5a*f3U .I, 1 3�,I Buildin Address 1.56 ' , i:i'ks de i' riy L 2,T ti.0 Beach, t ._a.v..-i g focality ' ��-� -� —� Building Official Date: r POST IN A CONSPICUOUS PLACE CITY OF 800 SEMINOLE ROAD ATLANTIC:BEACH, FLORIDA 3223;-54'5 TELEPHONE(904) 247-5800 FAX (904) 247-5805 PHOT Y CE TO: plater Department FROM: Building Department DATE: "I r/ 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 Dumber Address Lie--e rely, Building Department s ,v DATE: ---------------- PRE-SERVICE DIVISION JACKSONVILLE ELECTRIC AUTHORITY 2:33 WEST DUVAL STREET .JACKSONVILLE, FLORIDA :32202 THE FOLLOWING FINAL INSPECTION(S) HAVE BEEN MADE: ANL AkE SATISFACTORY : ✓.may-� _ =, o-2 ___._._._._.__..... ._...._-. -------------__-_-__ -------------------------------------------- ------ I ---------------------------------------------------- Enclosed are the blue copies of the permits. BUILDING INSPECTION DIVISION cc: FILE CITY OF 18W44- Office of Building Official REQUEST FOR INSPECTION 8-93 Date Permit No. Time 6 Received * 3 /2' A6�7t�6, Job Address Locality Owner's Name Contractor UI G CONCRETE ELE PLUNtB1 MENIDAL Ing Footing E, Rough Wiring E, Rough R,Roofing El Slab E Temp Pole 0, Top Out 0 Heating Insulation E, Lintel F-, Final n Sewer E, Fire Place 1-1 Pre Fab READY FOR INSPECTION A.M. Tues, Friday P.M._ A.M. Inspection Made L Inspector— nal Certificate of Occupancy Date CITY OF / 4&4#t& 13113440/G-#;k Office of Building Official REQUEST FOR INSPECTION Date Permit No. Time r 'A.M. Received M. f Job Address `� f Locarj — Owner's AA_ Name - Contractor BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing C Footing C Rough Wiring D Rough Air Cond. & Cl Re Roofing O Slab a Temp Pole 0 Top Out E, Heating Insulation l Lintel ❑ Final F, Sewer ❑ Fire Place C] /� READ INSPECTIOFY'-g-� Pre Fab A.M. Mon. Tues. Wed. Friday P.M. A.M. Inspection Made Inspector Final Inspection El Certificate of Occupancy C Date CITY OF Office of Building Official t REQUEST FOR INSPECTION f Date Permit Ida.---- — -J Time j A Received RM. Jrk, ddrgss fity �}Wner'Se.i. ,C k ..,Name �__. _.__ _Contractor BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing C Footing n Rough Wiring C Rough 0 Air Cond.& Tem Pale To Out Re Roofing C Stab p p " Heating Insulation C Lintel /Cl, Final _ Sewer E Fire Place C Pre Fab READY FOR INSPECTION Mon. Tues, Wed. Thurs. Friday P.M. A.M. Inspection Made _ _ P.M f Inspector _ Final inspection E- Certificate of Occupancy f, 1 Date CITY OF 4&aot& he=,4 Office of Building Official REQUEST FOR INSPECTION Date / Permit No.. --5 ?/�� Time A.M. Received PM, Job Address Locality Owner's Name Contractor BUILDING CONCRETE ELECTRICALBIN MECHANICAL _�A Framing L] Footing Fj Rough Wiring 0 Rough D Air Cond,& 0 Re Roofing 11 Slab ❑ Temp Pole 0—JQP-04� 0 Heating Insulation Ell Lintel ❑ Final <::1-2wer 0 Fire Place D Pre Fab READY FOR INSPECTION Mon, Tues. Wed, T u Friday PM. A.M. Inspection Made PM, Final Inspection E-j Inspector— Certificate of Occupancy E Date CITY OF I _ . Office of Building Official 5888 REQUEST FOR INSPECTION �69q el/� ji'1 Date 7 z Permit No. 6 6,;13 P Time A.M. Received EM. /576 z Address ocality Owner' Name Contractor BUILf)f --3 CONCRETEELECT ICI A LU qMECHANTCAT �.F Framing Footing ❑ Rough Wiring Ro :�� F- i Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out Heating Insulation ❑ Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION Mon. Tues. Wed. Thu . Friday P.M. ADM_ Inspection Made P �r InspectorFinal Inspection E, Certificate of Occupancy❑ Date CITY OF 4&4a BM04- Office of Building Official y REQUEST FOR INSPECTION Date " Permit No. --- _ � Time A.M. Received RM. n 156 2- Job Address / q Locality Owner's Name Contractor C��" CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing El Footing 11 Rough Wiring 0 Rough E Air Cond. & Re Roofing E Slab 1E Temp Pole Top Out Cl Heating E InsulationLintel Q Final Sewer Fire Place READY FOR INSPECTION Pre Fab A.M. Mon. Tues. Wed. s. Friday P.M, A.M. Inspection Made '" �P.M. inspector Final spection LE ertificate of Occupancy E' Date ------ TRAN'StlIT'I'AL DOCUMENT FOR JEA DATE: The following permits have passed "rough" inspection: Permit No. Address C) 12/1 09 Enclosed are our (blue) copies of the permits. Please update your records accordingly. Thank you, BUILDING CLERK CITY OF ATLANTIC BEACH /vcb "Y CITY OF ATLANTIC BEACH, FLORIDA APProv*dby APPLICATION FOR ELECTRICAL PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE:...— —..-----.--. 199 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, ELECTR__ICAL FIRM. MASTER E ECTIIICIAN S O NA100 .IOURNEY(�p1N i NAME.• G�`J¢4�X�lJ/_'��}�ADDRE88s.����, �.:�il�/cSt. RFD•.....�...BOX..,.,...... M �.! ' BLDG.SIZE BETWEENt RES.pOr APT.( ) COMM.( ) PUBLIC,( I INDUS.( 1 NEW i OLD( I REW.( ) ADDITION( ) TRAILER ( 1 TEMP.( I SIGNS ( I S0.FT. ; SERVICE: NEW INCREASE( i REPAIR( ► ' FEE CONDUCTOR SIZE AMPS ISO COPPER ( ALUM.f SWITCHMTCH OR BRE ER AMPSI PH 1.3 W ,47IJVO EXIST.BERV.SIZE AMPS PH I. W VOLT RACEWAY FEEDERS NO. size No. SIZE NO. SIZE L143HTING OUTLETS I CONCEALEDOPEN TOTAL RECEPTACLES I CONCEALED OPEN TOTAL O.'O AMP$. 31.100 AMPS. �.,. SWITCHES INCANDESCENT FLUORESCENT&M.V. FIXED O•t00 AMPtI, APPLIANCES BELL TRANSF. AIR H.P.RATING N.P.RATING CONDITIONING COMP.MOTOR OTHER MOTORS AMPS CELL HEAT: KW-HEAT 0.1 OVER MOTORS N.P. VOLTAGE PHS NO. 1II,P. VOLTAGE PHS •' MISCELLANEOUS ' 67,05 ,rtsn�eo. DEPARTMENT OF BUILDING' CITY OF ATLANTIC BEACH _µ PERMIT R `Ct4 ATION --- LOCATION INFORMATION . . Permit Number. 6745 Address* 1562 LINFSIDE DRIVE Pen t Ty +e» MECHANICAL ATLANTIC BEACH,: FLORIDA 322" 3 1 of Work: NEW -- .- LZOAL DESCRIPTION _ ._- Constr . : Type: WOOD FRAME Lot Black. Section*. Proposed ,Use* SINGLE FAMILY Township» R O Sce ngs Code: O Subdivisiow EL LINKSIpE Estimated Value: $0 .4t? mprov. Cast : S ,40 Total Fees '. S47d0 Amount :fid $47 .00 a L3at `s' � /2593 TR.AL MEAT ,AND ATFL IN sw SINOLE PAMIL RESIDENCE s . TION APPLICA`,I'IO14 FEES- Name; IAddax, DIRIi�E '�` 'y WA"D"ER IMPAC' FEE S0.00 ACH, FLORIDA2 SES IMPACo"PT FEE $0 .00 7 ? 3 �A gar a cM^ O I TORI+ A"1"I N — RADON GAS - �� $0 .00, Name D N - ' AIR 1, .WATER TAP $0 .00 `,Addr 49 *N SAM �� St w TAP � SO .S�QWWI .m � ,a 7ACI€ f, ,FLµ. 2`2 ,.,. . .. _ HYDRAULIC SHARE $0 .44 . 'Ll c x e. GACA p T €Lae t 4 RE-INSPECT FEE SO.00 r, SEC,R IMPACT F'E DQ OTHER SO 4U qm'iAW ...^ue NOTES: R , 140TICE—ALL CONCRE* FARMS AND FOOTIN 3S MUST BE INSPECTED BEFORE POURING PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE `. $UILDING MATERIAL,RUBBISH ANO,DEBRIS FROM THIS WORK MUST NOT BE PLAC D"Nr PUBLIC SPACE,AND MUST BE ' GI,EAA O UP AND HAULED AWAY BY EITHER CONTRACTOR OR.OWNER PAILUREITO COMP�.Y '11jlrH THE MECE At�I�� �.l�l� LAI, CINAN RESULT THE PRGPERTY OWNER PAYING TWICE FOAr ILDING MP�ipVEMEN"TS.'}, ,. IuSUEO ACCORDING TO APPROVED PLANS.WHIGN ARE BART OF THIS PERMIT ANC? SUW&CT TO, R # FOR '" LATION SOF APPLICABLE P06VISSIONS"6F LAW. ATLANTICBa=ACH BUILDINGDEPARTMENT � M' . CITY OF ATLANTIC BEACH BUILDING PERMIT CALCULATION SHEET Address ,� � was J D E Dr. /- c F fy Date `�0� @ $ �S S per sq ft = $ �� -7� f Heated Square Footage Garage/Shed .4d @ $ / o per sq ft = CarportPorch ' Q @ $ per sq ft = $. 3? Deck @ $ per sq ft = $ Patio @ $ per sq ft = $ TOTAL VALUATION: $ •� .�L y �' Total Valuation 1st Remaining Value $ y per thousand or portion thereof TOTAL BUILDING FEE $ + 1/2 Filing Fee $_ jy 777 — ( 1 ) Fireplaces @ $15.00 $ ;F-60 BUILDING PERMIT FEE '-- BUILDING PERMIT- $ WATER CONNECTION $ SEWER CONNECTION S_ [� 0 00 WATER METER/TAP $ CAPITAL IMPROVEMENT S 3 S - 0 (A/02-) RADON (HRS) .0095 $ C3 3 '- (f40:2) RADON (CAB) .0005 $ 7 SECTION H PAVING ( ) $ HYDRAULIC SHARES $ OTHER $ GRAND TOTAL DUE $ 6 -2- ADDITIONAL ADDITIONAL PERMITS OR FEES- Mechan�Cal U Plumbing Electric/New Electric/Temp ;Sw ingPool SepticTan Well_______; Sign L- Finish Floor Elevation �f Survey ; Other CALCULATIONS and/or NOTES: BUILDING AND ZONING INSPECTION DIVISION ; CITY OF ATLANTIC BEACH ATLANTIC BEACH. FLORIDA 32333 APPLICATION FOR MECHANICAL- PERMIT CALL-IN NUMBER IMPORTANT — Applicant to complete all items in sections I, II, III, and IV. I• 1562 LINKSIDE DRIVE LOCATION Sheet Address: OF Intersecting Sheeh: Between SEMINOLE ROAD And ATLANTIC BLVD. . WILDING Sub•diviaion SELVA LINKSIDE, LOT#147 11. IDENTIFICATION — To be completed by all applicants In consideration of permit given for doing the work as described in the abcve statement we hereby ogres to pe•fe••n said +o•a with the attac►ud.plans and specificstions which are a pert hereof and in accordance with the City of Jecksonv.i's ordi"aces a•s + Baia as of good practice listed therein. Noma d Mechanical Contractors Contract" (Print) MANDARTN HFATTNIC, AMn ATP Master CACA 1 2 6 2 3 Name of Property Owner Signature of Owner Signature of or Authorised Agent Architect or Engineer III. MV.AL INFORMATION A' Typovf looting fwd: B. IS OTHER CONSTRUCTION BEING DONE ON Hech+c THIS BUILDING OR SITE YES ❑ Gea—❑ V ❑ Natural O Central Utility IF YES, GIV[NUMBER OF CONSTRUCTION O Oi r PERMIT 6588 ❑ oth.. — Specify IV. MjCHANIC,AI SWIPMINT TO RE INSTAkLED NATURE OF WORK (111 o *d�complete list of cofnpononts ort back of this form) L]` Residential or ( 1 Commercial M Feat ❑ Space O Recessed 6,Confrel O Flow 't'� New Building Air CwWr►ioaing: ❑ Room M,,Centre) ❑ Existing Building Duct Sym: Material ROARTI Thick 1 e 13Replacement of existing system htaaiawns capacity 1000 e f^ New Installation(NO system previously installed) ❑ Refrigeration ❑ Extension or add-on to existing system ❑ Cooling boor: Capacity g•pj" ❑ Other — Specify Q Fife sprinkles: Number of haat Q Efeveer Q Mafsliff ❑ Ewlabr (nulmberj THIS SPACE FOR OFFICE USE ONLY Cl Gasoline punspa (cumber) (Ree&"j Q T&A' (number) Remarks ❑ LPG ceebi"m (number) ❑ Unfired prawn vewl O Mixon Permit Approved by Dot• ❑ Odie► — Specify Permit Fee LIST ALL EQUIPMENT Alm CONDITIONING AND REFRIGERATION EQUIPMENT r IltmtberUnits DefcrlpUoq Model Number Manufacturertz'oo+) Araccy!Y A�p�t CoNDFNSQR 030TWRTRANE 2— UL A ` } 6 DEPARTMENT OF SUILDING, CITY OF ATLANTIC BEACH `. ..... „ 'ERM I T' 'I NFORMAT i ON L�OC,AT I ON I NFORMAT ION -- Prmit t Neer X623 Address : 166 LINKSILE DRIVE ' Permit, fiy1a+ PLUMBING ATLANTIC BEACH, FLORIDA 32233 F I s; 6f Werk: NEW LEGAL DESCRIPTION Con str ' 'Type: WOOD FRAME Lot : 147 51 ck : Section*. Proposed Use: SINGLE FAMILY Townhi RNG'. 4 bw 611 i ng S : 1 Code: , 0Subdi,visi"cin: SELVA LINKSIDE Estimated Value- $0. 0 Improv., Cost: $Q .CC Total e $57 .00 f---- 444.4 ' r TION f A m :.;. 'APPLICATION FEES � �. PERMIT a5°I�.00 ' hdd ers� DE BRINE WA IMPACT. 'LE $t 00 ,. I H H,1' FLOR I fl � a;a � 3 ' E - �'".` a a t ` yk� t ' , ,�v t. v"" 4�' u` ' ¢mom" °^ "' R�a n RADON OAS-H`,R,S. $0 .00 OR a PORMTION ----- RADON RADON CAS - 5% $0 .00 Ne: ONI S ' LM3INr WATER", t 4 � xl3e : .. 2°' . . INOe,eED ., ,. SEER TAP $0 .00 A "K LLE„ FSA. t HYDRAULIC SHARE $0 .00 Type, 4 RE-INSPECT FEE � �"$0 0 0 SEC H IMPACT FEE � �� �K $o j ? NO d r mz. s 4 R `NOTES: r 1 NOTICE ALL CONCRETE FORMS ANR FOOTINGS MUST BE INSPECTED,rEF©RE 1�CJURING " " ATE OF ISSUE,IT tIX MONTHS AFTEi �" BUILt)ING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC 9PACE,"AND MUST 8E CLEARED UP AND HAULED AWAY BY"EITHER CONTRACTOR OR OWNER ''FAILURE TCS COMPLY 1 ITH THE MECHANICS' LIEN LAW CAN RESULT IN - THE` PR PE'RTY OWNER PAYIN-G TWICE FOR BUILDING IMPROVEMENTS." ISSUED ACCORDING TO APPROVED FLANS WHICH ARE PART OF THIS• PERMIT AND SUByt„E�CT TO RQ1l�l�C?R � ::"OLATI.ON OF APPLICABLE PROVISIONS OF LAW. uuf� IPS : 085438 - ' :ATLANTIC BEACH BUILDING DEPARTMENT , CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT JOB LOCATION: / �'J bl�%s;oI6 `'-' za/ z�_/z DON HARRIS PLUMBING Di PLUMBING CONTRACTOR: ______________________________________________ LICENSE NUMBERS: C F C - 0 19 19 4 ----------------------------------------------------------- OWNER: -------- ---------------- ----- BUILDING CONTRACTOR: _� ��C_!Cf_ wx� ------------------------------------ TYPE OF BUILDING: ------ __SINKS SHOWERS LAVATORY / WATER HEATERS ___BATH TUBS _____ZDISHWASHERS ----------URINALS / DISPOSALS -----Z__ _CLOSETS WASHING MACHINE -------- __________FLOOR DRAINS OTHER //� __TOTAL FIXTURE .COUNT � _Z-/ r r� INSTALLATION OF PLUMBING AND FIXTURES -MUST BE 'IN ACCORDANCE WITH THE MOST RECENT EDITION OF THE SOUTHERN STANDARD PLUMNBIHG CODE DEPARTMENT OF BUILDING CITY OF'ATLANTIC'BE,ACH PERMIT I NPORMT I ON LOCATION I NFORMAT ION ---------- Permit. __ Permit Number* 6588 Address: 15162: LINKSILIL DRIVE Permit Type: BUII;DINO ATLA,N'TIC BEACH, FLORIDA 32233 Ials o Wdr}c': NEW .. �._»... LEGAL b9SCRIP ON Czarist r Type: WOOD FRAME Lot : 147 Block: Spot i cin Pro,posed Use`, SINGLE F'AMIL'Y Township: RNG: 0 aael`lins 1 Code 0 Subdivisican: SELVA LIAiR6II}E 2 statmsted Value: 555456.00 improv. Cost : $td.00 Total � S X2,551. 2 Am, £ ' S $2,5$1. )21 . ,. . Tt4PI : �.4 _... APPLICATION FEES ., ATE a PERMIT 447.00 � Address : ;F C�xNT DRIVE' SOiTkI WAT IMPACT FLE �yyy,,,,,, FLORIDA � �,, .�z `FEE � � 40", 00f� L`7 a�„ :.7 4 " 5 A z�, 4 '4'� `ic ' RADON tAS-�H.R: S 51 ; 2 :. .. r0 'O ATI, * `RADON OAS 5% U .70 Name. NT EAL ESTATE � oda WATER TAP. _ .,50 00 Add"s -, -,"20" VE SEWZR ,TAP. St3'.00 ,TACK ,w �. � LLE, 'FL 32216 HYDRAULIC SHARE 50.00 L � 34 Type," 54 RE-INSPECT PER SyE17Cit IMPAC" FEE S0 0 � "`� - a,"b., rs �$ h?"�+�'t�l'.'dt"df':`.��r'@a",+n,ure;a✓+.",+C cPrv.a ,�4F*47L7"Fu�...o ;roma,Km msaw,ardace.,, , r 0 .NOTES: NOTICE ALL CONCRETE FORMS AND FOOTINGS MUST 8E INSPECTED BEFORE POURING PERMIT VOID SIX MONTHS AFTER.DATE OF ISSUE BUILDING MATERIAL,RUBBISH,AND OEBAtSFROM THIS WORK M ST NOT`BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER j, FAILURE T4 CQMPL�P 1A/ITH THE MECHANIC' LIEN LAWCAN RESULT IN -14'' P46PERTY OWNED PAYING TWICE FOR BUILDING IMPROVEMENTS." DATE. o4f4879' ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART'OF THIS PERMIT AND SUBJ TO REVIMTWW& VI# �A1ION OF APPLICABLE PROVISIONS OF LAW. ',551,(e RECEIPT : 084785 ATLANTIC BEACH,BUILDING DEPARTMENT FLA. 1967 LAWS "^ ' Fs 7t3.1_a ITREIARE IN PUPUCATEI %xi fvllom it mq anttrenu The undersigned hereby informs all concerned that improvements will be made to certain real property, and in accordance with section 713.13 of the Florida Statutes, the following information is stated in this NOTICE OF COMMENCEMENT. Description of property........... �. .......`. ......�... ... 1� L�............ �'�C....................... ...........................5 -...........:.`..``........s`.` .............`.........".....:............................................................................................................. Acco,rdng....to plat thereof recorded in plat book, pages of the current public records of Duval County Fla. ................................................................................................................................................................................................................................................ General description of improvements..•.•..........Constru.c,tion...of Single Family Residence .. a ......... ...................................... Withon...conc.rete....slab.1.................................................................................................................................... RETURN TO: KARLA STRAIT, 6620 SOUTHPOINT DRIVE #400 JX.FL. 32216 ................................................................................................................................................................................................................................................ Owner........CENTEX....REAL...k;STAT ....CORPORAT ION ................ ............................................................................. 6620 SOUTHPOINT DRIVE #400 JX. FL. 32216 Address....................................................................................................................... .................................................................................._............. Owner's interest in site of the improvement.............FEE.. SIMPLE n .._..,_............N.................................. ............................. Fee Simple Title holder (if other than owner) Name..................................................................................................................................................................................................................................... Address.............................................................................................................................................................................................................................. Contractor.........SA.M..E...AS...OWNER......................_..............................................................................................._........._......................_....... Address....................................................................................................................................................................................._....................................... Surety (if any).........................................................................................................................................................................._..................................... Address..................................................................................._.................................................................Amount of bond S.................................. Name of person within the State of Florida designated by owner upon whom notices or other documents may be served- Nam. =J .. ....................................._...................................... Addres's:... ..�o......-............... �.. .....I.,�......�..... ........................�...o .� ........................... In addition to himself, owner designate:;the following person to receive a copy of the Lienor's Notice as provided in Section 713.13 (1) (F), Florida Statutes. (Fill in at Owner's option). Name...........................................:.................................................................. ...................... ............ ....................................................... Address...............................................................................................................I........ ............ ......... ........................................... . ... .. ..... .. .......... THIS SPACE FOR RECORDER'S USE ONLY ?RCPF.RTY DESCRIPTION CITY OF rg�'lct�ttcc �E'Qflt - ��Oa�Gi 716OCEAN Br)UJ E%-ARU --------Section aY �`` -- P.0.BOX 25 ` ATLANTIC BEACII.FLORIDA 1.231 iubdivieions �� �-- hl �cu— TFUPHONE(900202-9: atrcaet Namrj ±� ` DESCRIPTION OF WORK sr Address: Y' C� JVAL if in a FLOOD HAZARD 'lood ?.one:__--�_--_---area complete page 3. Brief D Descriptionst�R,Q BA -�_CCc.1 Class-of Works MAR 11 1993 thew/Remodel/Addition)-��)_ 'O)IING INFORMATION Building and Zoning Type of construction- :oning Proposed � tistrict s�"LLi_Uset---------- ---- ------ Estimated Value i--- V1 ------------- :xceptione or Materials!__ arionces Granteds.,?,L4------------------ --�------------------ Solid or ------------------------------------------ Filled Grounds.............Roofs----------- OWNER INFORMATION Method of Meeting s:I.R.Q_- Property Owners-M=_� �` G L'[J� �1:..--.-------- Phones Mailing Address---- SszO A. --....----`:1J�'�-�5.._�--+=--------------------------- CONTRACTOR INFORMATION J Contractors ---- ---- ------ Phone - IL----- Nailing Addrepss-------------------------------------------- ------------- ---------------------------------- Zip:- ---------- ExpiriLu Dates-tion License Nuwbers- - - - ---------------------- ------------ I NENCMY CERTIFY THAT I MAVC READ AND EIIAMINCD THIS APPLICATION AND KNOW TMC SAPt TO CC TRvE AND CORRtCT. ALL PROVI9I01111 OF TUC LAWS AND ORDIMANCCS GOVERNING THIS TYPE OF WORK. •ILL tE ?��� COMPLIED WITH, MNtTuzn spectrEND NtRCIN OR NOT. TUC ORANTINO OF A PERMIT DOES NOT P►EZ'J-E TO .; k� OIVt AUTHORITY TO VIOLATR ON CANCEL C PROVISIONS OF ANY FEDERAL. STATt OR LOCAL r,;L:=. "'I o •.q. REOULATIONS, ORDSMAMCC11, OR LAWS INA N WHEN. INCLUDING TIIC GOVERNING OF CONSTRUCTION Ot •�'[ PERFORMANCt OF CON>1TRUCTION OP tNC JtC I DERSTANO THAT INC ISSUANCE Or THIS PERMIT S; ! ..• ; '�• y�,y�,,` CONTINOCNT UPON 11#6ADOYR TNFORMATI RCI TRU MO DIaRtCT AND THAT THE PLANS AND SUPPORTING DATA NAVi SEEM OR SMALL 89 PROVI As RE IRE v � Date �} rl Owner Signatua'• --- =----- - -^- Contractor Signature_..__ CITY OF ATLANTIC BEACH Fixture Unlit 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. i BATHROOM GROUP CONSISTING OFSERVICESINK TRAP STAND WATER CLOSET, LAVATORY & BATH (8) TUB OR SHOWER STALL (6) / 2- WATER CLOSET WATER CLOSET, TANK OPERATED- (4) VALVE OPERATED (8) BATHTUB/SHOWER (2) URINAL WALL LIP (4) SHOWER GROUP PER HEAD (3) FLOOR DRAIN (1) SHOWER STALL DOMESTIC (2) LAUNDRY TRAY (2) LAVATORY (1) j COMBINATION SINK AND TRAY (3) WASHING MACHINE (3) POT, SCULLERY SINK (4) DISHWASHER (2)-- 2— WASH SINK EACH SET OF OFAUCETS (2) KITCHEN SINK (2) DENTAL LAVATORY (1) __LKITCHEN SINK WITH WASTE 3 DENTAL UNIT OR CUSPIDOR (1) GRINDER (3) BIDET (3) 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) ffs LAVATORY, BARBER/BEAUTY ICE MAKER (1/2) J SHOP (2) 6 SURGEONS SINK (3) LAVATORY, SURGEONS (2) —U—JACUZZI (2) URINAL STALL, WASHOUT (4) TOTAL FIXTURE UNITS � l @ $20.00 EACH $ D. VV JOB INFORMATION 1562 AAS S /,0 �� / TRUSS SPECIFICATIONS �c)� � ,A FOR Centex 3703 A The numbers listed below are a list of truss specifications for the project named above. These specifications are attached herewith and have been prepared under the responsible charge of the Professional Engineer whose seal is affixed on this index sheet in accordance with Florida Statute Chapter 471 and Rules of the Florida Department of Professional Regulation Chapter 21H-23. DRAWINGAT 15859 1of 10 3-2_4-IM M - 4- 1 10 3-24-1993 15859 3010 3-24-1993 15859 4of 19 3-24-1M 15859 52f 10 3-2J-JM 15859 6010 3-24-1993 9 7010 3-Zi-1993 15859 f 10 3-24-IM 15859 9010 -24-1993 5859 10010 -24-1993 `��ttNtnuuNigrn 404 APR 61993 Budding and Zoning ioK�iww�las,+a Ctst�`rf�A►-;0'� iE�i;vA�W+�". a A O.c. tht FO" MpAKyf"SPAS M► a Id'FE wfi1F°6* a v"0 s Ado sa' t r► ,fit„�,�aF, c► M/rSj / tCOO,' ,i Gtwi '0ESSO ,o sl,Q. e�, ,i1 " w� SRs CA e`tcAri 0,� 1SEYri7�1S�M At 16' 17) Ct1CM Y 5 t5 MNo, ' s AOOttp�AN tc s F14 0 , "aE°sAOtto 01 t0 '�, p, s tMa E M - , .00-0 &. a�S . ,t! t�twE 0 " ft* J�•ts 0 ,swsss Sa TO, et a R` F t s�°`'zaFstaKo uFs QA` s d F4spok aF MN !y„t �,tOMM. S► ,MtS SS�St� ,1% VWS JAs to/6 ' w> ow `i� ate+ OL!`;,;o,+a*iN s, s/�IS14 f 0 , t�s�as 93� 4004 �°.St DODO •9# 163# t S 206# 165+ a VOWA ' yah sit 0 )335t5A} 20 !d ge$% tttiok 1991) t PE= Eo`�a m Com . a it> �1�0 rd CN 8 X10 • 0 �S cQA1 � CEDE'�Ep: tGN�13 ,��� VI W11W Rip va tse) ! 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Vftlf& Me ISS NAXINUN NOIS"M COITEJIT. M SUCH THAT THE JOINT, GRACED SV STiNE%3/6' )MIN) PLVMOOO SNEATMINL 1/2' 14) INSTALLATION AHD ERECTION OF THE I"% PENYMENT, 00 IS OF 111049R ALONARE e11EfR VALLIM ALL VALKS USED N TOP CMR"SPLICES ARE NOT RECO"EMED TO OM# 04106 OPYWALL OR OPACIM6 MEMBERS SPACED 10' N.H:. BNAXI, TEN.ONAMY SPACING SHOALS K DONE IN ACCONDAN4 WITH FOR DESIGN ARE RASE"ON THE LATEST EDITION OF M NA- DIRECTLY Allow A OOTTON MOO SPLICE. UNLESS NOTED OTHERWISE. CURRENT TPI SPACING AHD ERECTION PU4ICATIONS. 710NAL DESIGN STMOAROE P1ili!!D RY THE NATIONAL 71 V-40000 APPROVAL MMKRS: UAC 2SA2. FHA TO 2014 !BCC 11) ALL COMPRESSION CHORD MEMBERS ASSUMED TO K COnIN)DHGLVIS) THIS DESIGN COHRONNS TO CURRENT TPI DESIGN SlECEFIC&- FOREST PRODIICTE ASSOCIATION, 7231. ROC&FILE 56-125 SPACED OY EITHEW 3/6' (MIN.) PLYNIOD S EATNINO. //2' TIONS FOR METAL RmWOO COECTEO OO TRUSSES AM GO THIS DESIGN IS RASED ON CLMNL Y CONNECTOR PLATES OKI. N THIS TWAS"AS KEN DESIONEO FOP TIE LDADINS Dow MINI DRYWALL OR GRACING NEMER$SPACED AT 16' N.C. OUfALITY STANDAfOS FOR TRUSSES. 31 OCNSCTOR PLATES SIZES ANr RASED QN AXIAL FORCES OLV. ON THIS DRAWING. INSTALLATION AND USE SHALL CONFONM (MAX). LLESS NOTED OTHERWISE. 1G) NO 840+EA OF THE MAS MAY OE CUT 001 MODIFIED IN ANY MAY. Al CON ICTOR PLATE slits ARE CALLED OUT WIDTH IACNDS3 SLOTS) 10170 THIS DESIGN Rai ® INDICATES 6EARINO LOCATION. I7) SPECIAL MMROIINS CAPE SMULO K UNIX"INS SNIPPING AND RY LRNG/M (ALONG SLOTS) AND TME GNIENTATION OF TH[ 01 THIO DESIGN ES AMLICALLE TO SNORTER VAN TRUMER OF ENCTION OF TRUSSES SEE HIS-91 POR RECOWWODATIOM ma -COWICLOATION AND LOADING IPECIFIFO IV FANAICAroa -ADDITIONAL PLATING fOP HANDLING IkISIES IS 1*1100HOJOIL1TY OF FAERICA1`4101. -ANTICIPATED HORIZONTAL NOVEREHT UNDER TOTAL LOAD - .24' auTl 1-5-14 a 12 .2 A20R A2Dr Net f»font 6-9-3 74 °LF 12 a6 4080 5X5 3230 6 ale. A7zf 12 s" b� 282. 2280 0 407 � 1231 i M 980 f3of 1321 1281 620 33. O 4 r • 13700 1368. (3.5154% 1 w p (3.5)46% I RAMS 381 5X6 Art 71 Atilt—a 3.59 20 PLO: 12 3-7-9 6-5-6 6-7-2 6-7-2 6-5-6 i-A-O #2 #2 02 #2 BUILDING TYPE: Enclosed Residentiat 29-0-0 CODE: Standard Buitding Code (SBCCI 1991) WIND SPEED: 110 mph MEAN ROOF HEIGHT: 130 TRUSS LOCATION: (Se) area UPLIFT CONNECTION REQUIRED: -PL-99- IY AT EACH SUPPORT. MET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW SEE NOTES 10 AND 11 ABOVE FOR BRACING REQUIREMENTS. NO trusts: i Maximum deflection occurred at bottom joint e2. Maximum LIVID Load Deflection of .175' (8/16), Index-.18. (L/751) Maximum Total Load Deflection of .711' (12/16), Index-.501, (L/179) RECON14ENDED CAMBER: .1' CLARY DIVISION PLATE TYPE: D.C. SPACING LOADING KPSFI TC LIMKA TRUSS: -W-6--f-TV STUB COMMONS ONO. 0 ALPINE ENGINEERED P110DUCTS Inc V_Nw 2-0-0 LL TC 2X1 e1 De SP ENG. FOR TRUE TRUSS INC. - 922 loot S. GSW PKWY. GRAND PRAIRIE. Tx 19651 7'i OL TC 7 oC LlM6ER PROJECT: CENTER 37034 SATE: 25 Mar 1993 2x1 of 5P LArour I&. of �� 12141 660-3940 LL SC 0 426 33.33 OL GC f0 fE6$ 2XI /3 SP ApOfIESS: SCALE: MEMBER TRU$$ PLATE IIV$TITUTE 193 n,e. TOTAL A7 EXCEPT AS NAY 6E NOTED 1/6 �(\1 �� o �t.A�"• A Sa fo"d„ ,tEs;LOOoEa1 ;t _ p 'tMT1A.a SNTs� rf,S IL fiP "�.1 EE 11KE A. t,,,t y�"rh t�,fNA�' tt°"6"I sS Srs Es *%far T,tcP tE,bta t ar!.t,�'w,f "S u So fA a°"'Tit „E "0003L"' s scc N Frd'tc H 4 p ET G"fr „s, "tNt os tM yEct+► of tN`'`* t�ttr tM7co�v,utboSrtpt'X4.nett+s"tu000 ►S ttt Datta Y � SI6 E E,M,�t"tcw'r N ap%emswit".116 w0"'ME °s s° 1 Ssf,�ss is 04, OISE- 4 f,N4 t Swtc to ate' 't,EsSttE , tY54 f aEy,M1.t1AS�SEd'`t� S 1dN rz tw6 ftit Mo OCA E pt lt POp `�t coo to ,t N Sar ►►a"Eq, N "ptM *sQ`arcn "tfl000t�E "atste�ia+''° N SMS two nth a�N w 11 70. ,tEr� w f NN�w��pT�N_ IL 16MM?ta+QpTtt tynEwt w " TMtyT��sten�te+a to /EytE„tE ' M"'_��,,����ltlO�_� M OE�'pSitN SN s f std is tS to aiso! tSO�¢�1►t t 04 , tw va 1F SA ot,3� EY1$"�,� t.f o "��aTM map '„ps t9tf �f A-10"i iQb teff 1 cEE�� SS4E�' 1922f 9EART t Vox 35E3f 13!!1 t0 +xQ jotfg9f iq5Af ?daZf 2�st1 f tolled '�S A 1351 tp3X(16, 7t5%' f It*$%MAt C11991) 1Np d Sud d N Com° ` 1 iZ OUiLp Sty CN i • GSE'SPEED 1 GMj; 13' fci „r�q7- �1 �9ELW Tri � NES SS Y t���aoEp E�OEC RAIN R�1RE�RtS• L1Ft ES E%A FCR 04_1'0 NE1 USES 1p wow PE+wtrfa fE SEE i M'r° f1'( t20` 5�M Eos to y , 10 A•10J� t�isd t,%w S2' �' Pte' tfs Ei.a-i d � ii 6"OmlA R HEECA D µpaJfsN t / 1( b i'1 DY �t t2. gSAi x to G1P Ns 1993ted Q„ tt Ussu s st �at �E C*i�EX+•16� `lL/i2A91 21 6 tU0 tE 2`� SOLE' 1 o► 30- 0 oCC �j° 12ti61• 1�0�n+•1 E# poNNQSE 3?03A 1f of of 131 . 131161• tw�ss x 00 x100_1 ° t1�Ctio cf .20`5 CI M„ttt00 t0 s1 Ls 11.0o Wf1aCtio G` pEP 2xA a2 w , L 55. 00 tCu;iis , �xi LDWt�slp , t�LAR 2x6 M1 N 5P °C SpfC� tt t '�� ,des 2x Y 0E NOSES trPE' 2-0 DL 0 Pt ►s N' pt 0,1E..e�0 Lt 8, 10 E,trc