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Permits 1227 Linkside Dr (vault folder) PSA.3e44 9643 DEPARTMENT"OF BUILDING CITY OF ATLANTIC BEACH PERMIT INFOR24ATION - -------- LOCATION INFORMATION - P r- i.t Number: 9643 Address 1227 LINKSIDE DRIVE Permit Type: WELL ATLA2�'�IC ��ACH . FLORIDA 32233 C1 ass of Work, NEW LEGAL DESCRIPTION ---------- Constr. Type- N/A Lot. , Block: Section: Proposed Use: UTILITY Township: RNG: 0 Dwellings : I Cade ; 0 Subdivis`lcarp: SELVA LINKSIDE Estimated Value: .'Improv. Cast Total Fees : S10 r'0 0 Amo '7,A141014 W r g LL FOR IRRICA,TION PURPOSES ONLY u. APPLICATION PPLT BION FELS 0ATION4 ^� PERMIT Ad DE DRIVE ' WATER IMPACT FEE � O .04 CH, FLOR.IDA, Pu S IMPACT FEE � �� O 00, , G- ' 41 + Cfl ,R."` y� 6 4q r r�+ti � � i iiiii.'" O a p"21"" NFORMATXiON RADON CAGB 5 $0.00 [ m s L11 '." LL f CAPITAL IMPROVE. $0 .00 Address 567H SEER `FAP ATLAS " `EEAC`H CROS CONNECTI3d .CD 3a _ TyP7 SEC HiPAT FEE E, X00 CONST»SURCHARGE A, Sm A9 � e' 00t'r3; „x dx, NOTES: a NOTICE--ALL CONCRETE FORMS AND FOOTINGS MUST BE INSPECTED BEFORE POURING PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER { 'FAILURE TO COMPLY WITH THE MECHANICS' LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING iMPROPW , 1NTS." ISSUED ACCORDING TO APPROVED PLANSWHICH ARE PART OF,THIS PERMIT AND SUBJECT*VM*N FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. ATLANTIC BEACH BUILDING DEPARTMENT By: FFE $10.00 A-MICATIM FOR MULL MET CITY OF ATLANTIC Wi PROPERTY (XNM / name: __ 2? s e Pay Phone 7 7'�� /. - � Address c Zip 2 Z 3� APPLICANT, IF OrIM THAN OWNER Natrse: Day Phone 2S�/ 5�ei� Address s 0- /� � Sc _�G T��"tel � �� zip 3�2 2- JOB JOB Address or Location: // 'Z- z „�72 Legal Description: Is well to be used for drinking purposes? ��r) Any person, individual, corporation or other entity receiving a permit as provided in Section 22-40 of the Atlantic Beach Code, and who plans to use water from the permitted well for drinking purposes, must first obtain a bacteriological test report from.the State of Florida Health Department, furnishing a certified copy thereof to the building department of the City of Atlantic Beach. A certificate of occupancy will not be issued until said report is on file with the building department. Department Notes: I agree to cam. ly with regulations stated herein: tunetie "_ 1 ADDRESS BUILDING PERMIT NUMBER- INSPECTIONS: FOOTING t� UNDER SLAB PLUMBING f SLAB -? FRAMING J COVER-UP INSULATION FINAL BUILDING CERTIFICATE OF OCCUPANCY ) - � ELECTRICAL PERMIT # INSPECTIONS ROUGH / ✓� G FINAL MECHANICAL PERMIT # PLUMBING PERMIT # S� NOTES : IM ORTANT MESSAGE A. FOR -DATE TIME M OF RE'CURNE[7 PHONE Y>IUt CALL. AREA CODE NVABER ExTENAJEA , MESSAGE L� :� /{ i 'WtLL GALL' SIG TOPS FORM 4006 r r_.Hived —'-- Looalit �CArg LUAASINIGC AiSiC^L �,ONCRETC 'H ugh it<JSE �ii�-'.G - 1-6,,i g — �-a;�nc Tep Gut Framing yam.., roL Fre P.ca i3 PcoJng Slat a� Sev,a, Pre Fab nsuW;or: `; J .� . ?>_C rIi i• (`mkt"` R_s yrs. !� Tues - ,,.t. IL U'11111# Km OF ADDITIONS or C • • • • D• NOT REMOVE THIS JOB HAS NOT BEEN COMPLETED The following odditions or corrections shall be Rode before the job will be accepted It-Is unlawful for any Cotpen•e• Contractor. Bwdvet. Or other persom. N Cover or Louse to be covered are Dot,of the work with floating. loth.pAh Of Other nlottesai unci the proot• .nspector has had otnplo binw to approve the m4follat+on After additions of corrections M-* been msd*. cei} g—n—r building Dopsrt~t for an inspettion. f.*:- :nsptctoro are n the offict from 10�M0-7ri •�.py3h fhd•Y r T- 1 . r . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . Tertiftrate of Orrupanru (situ of Atlantic '6=4 — Floriba Bepartntent of Nuilbing 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 a.`t i � " '` `` Bldg. Permit No. `}610,5 Group e =< -; Type Construction 1 Fire District L I c '3f:!ccII O; T- (620 South rV e Owner of Building Real. E'SIV-14t Address - g Address i... i i'nks,id '.x'. '. Locality ii f` <^I; Ii�1 cr t F �.4,23 ` a y: `)()'N t 1 u y , Building Official Date: �T ` POST IN A CONSPICUOUS PLACE CITY OF P*4Wtt &4d 800 SEMINOLE ROAD --- ATLANTIC BEACH,FLORIDA 32233-5445 TELEPHONE(904)247-5800 FAX(904)247-SOO5 NOTZCZ 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- elr, Building Department t dI�V 14 '94 14:28 CLAR50t f MAP SHOWING BOUNDARY SURVEY OF LOT BLOCK AS SHOWN ON MAP OF AS RECORDED IN PIAT BOOK 4 PAGES 7-4- Zj''DOF THE CURRENT PUBLIC RECORDS OF DUVAL CO., FLA. FOR: CUNT ,�/tOM� Cc ?PD.Q.�l7Ya NOTL: BEARINGS SHOWN HEREON ARE BASED ON THE ABOVE MENTIONED PLAT. N07E E/�✓A /OA/S �RR6 .f*ON/IV IW4(5:C/0 43) -4A40 4WAfR rO NATitPNA� sEod�r�r v�,Pr��,o� AATuM OF/929 /,441' OF .r CrIoAl /7� 40AVAIV14-0`/O t S041,4W, C,4A1d* d.viT ,t�8,�•¢t'io"�• � ,gra.o' V , So' Fq fSA*Ara t t=ol� 1• E y a %4 v� uildr and Zoning c0 4 :t il 1 1 70.0 � .� •qNr L+ W� � � .•� ccA/c��r� z 00 3lb 14)j W0. % o 1.5raIPy SAIea , Me 1 j;) n rs•� ArrEs I 44 kit (� � � F/N�S1✓ t10DR EIiV.(�t1•f11 0 � ��1,, J `W • Y iii�Aii i ¢� /�, A i MM I heyl '1•��,•�c • MAOI"Jf'GI/ �// V IN wxoL /rOv vp � W1 .sd a✓E Ve =!:T.; Jt/�72r: iCd.L.r1+ LG Ca,Qtfr.a I MEREBY OERTIFY THAT THIS SURVEY, PERFORMED UNDER MY RESPONSIBLE DIRECTION,MEETS THE MINIMUM LEGEND: TECHNICAL STANDARDS FOR LAND SURVEYORS IN ACCORDANCE WITH CHAPTER 21HH-6•FLA.ADMINISTRATIVE CODE s CONCRETE YIONUENr (PURSUANT TO SECTION 472.027,FLORIDA STATUTES),AND FURTHER CERTIFY TWAT THERE ARE NO VISIBLE ENCROACH- "r,FOUND IRON MENTS UPON SUBJECT PROPERTY EXCEPT AS SHOWN ON THIS SURVEY. 0 1/2"SET IRON•L.:1704 FLOOD CE IFICATE Ny THE LUT SHOWN HEREON IS IN FLOOD �+�+ �+. INC. S.R.L. BUILDING RESTRICTION LINE ZONE — -+i_ AS SHOWN ON THE FLOOD INSURANCE "TE C,LARSON AND ASSOCIATESO V " CI-TRAL ANAL! 100012 R RADIUS MAC, COMMUNITY PANEL TIS 200i� �_ DATED 4•/1•+x$ 1E43 NAL00 AVE.JACIG90NY11LEI FIA 32207 A ARC MTAHCF C17.• of A7c 9vlic IEN /,,�6s?,OA cN. CNORD DtSTAMCE ,Q • [fU�yJP.C. POINT OF CURVATURE SURVEYED I8 1 Q �� i•. E' t P.T. POINT Ox TA"GCMCV ISTERED$URYEYOR NO.2,110/ FLA. P•R.C, POINT OF REVERSE CURVE Q~ SCALE. /•�= 'o J ,y/ P.C•C. POINT OP COMPOUM GYM! ✓oli .4./ ✓C 4- f/w R,�NT•OF.suvT' r e Iry ly i— 0 FIfLD SOOK 62 46 Pa. 4•7 s t i / �ont;zct0 i PwA � �Ae�1iplace i' je "triL �i ' 1oP Oui Pre pabAN4. r ng jE ft0ug P c SeWec pM, .e Po�hn9 Fir�ai S?G��1©+`� JJA F�a•ran9 - lrnie, D r Fe pfirz9 Wed �„s iairor c� o\ 1cY o U n Or c"p. ,r CITY OF 444;c Beaclt- Office of Building Official BEQUEST FOR INSPECTION - Date ` t Permit No. Time Received M. .fob Addr Lo y Owner's (�� '� Name �..- L" Contractor BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing a Footing Rough Wiring Ci Rough ❑ Air Cond.& Re Roofing E Slab Temp Pole a Top Out ❑ Heating Insulation Lintel Final ❑ Sewer Cl Fire Place Pre Fab READY FOR INSPECTION A.M. Mon, Tues. Wed. Thurs. . P.M. A.M. Inspection Made lr:spector nspection❑ Certificate of Occupancy E Date CITY OF r 4&664-c QweA-*&Qta Office of Building Official REQUEST FOR INSPECT19 a9 -& z 7 Date -_`'� Permit No. Time A.M. Received Owner's Job Agdrdss i lity (lam Name �____� C— Contractor BUILDING CONCRETE ELECTRICAL WMBING MECHANICAL Framing Footing Rough Wiring I Rough Air Cond.& Re Roofing i Slab Tramp Pole [ Top Out Heating Insulation Lintel Final Sewer Fire Place Pre Fab _ READY FOR INSPECTION Tues. Wed. Thurs. Friday _ A.M. Inspection Made �� PM nspector n Final Inspection r-�� Certificate of Occupancy . CITY OF 4 & 16WX4- & Office of Building Official C� REQUEST FOR INSPECTION Date - '` _ -_ Permit No. , Time A.M. Received !� " ��`._._----.__ P.M. Job Address Locality Owner's Name _Contractor BUILDING CONCRETE ELECTRICAL LUt1tE itd MECHANICAL Framing 13 Footing Rough Wiring Air Coed.& Re Roofing Slab E Temp Pole Too Out _ Heating Insulation E Lintel G Final Fire Place Pre Fab READY FQ iINSPECTION Mon. Tues, We Thurs. Friday---F A.M. inspection Made _ __��`Z`� ` inspector erfi inspection - Ceriificate of Occupancyina Date ___ CITY OF .4&a4 - Office of Building Official REQUEST FOR INSPECTION L/P- L/0 Date Permit No. 1Y, Time /t AAM, Received [ �''�J PM. s Job A s t cc 'tq Owner's Name Contractor SUILQII+dG CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing Foo in - Rough Wiring - Rough Air Cond. & _ Re Roofing :_ Slab - Temp Pole Top Out - Heating tnsutatior, Lintel = Final Sewer Fire Place Pre Fab READY FOR INSPECTION --- CAM (:: -Mon. Tues. Wed. Thurs. Friday A.M. Inspection Made P.M. Inspector_ _ / __ -----Final Inspection ❑ Certificate of Occupancy G Date — CITY OF (J Office of Building Official REQUEST FOR INSPECTION Date_ �g Permit No. �O J Time F Received P.M. � ��/S�7 Job Addres L lity Owner's ILDING CONCRETE EE_E TRICAL P G MM L Framing ootina Rough Wiring Re Roofing SIaL Temp Pole Top Out Heating Insulation 17 Lintel L Final _.. Sewer Fire Place Pre Fab REA R INSPECTION A Mon. Tues. �j urs. Friday F Inspection Made 416 inspector in Inspection Certificate of Occupancy Date CITY OF TRANSMITTAL DOCUMENT FOR JEA DATE: 9- The following permits have passed "rough" inspection: Permit No. Address cm=exxaaxgtxkum =apdxmxwot"x)*kaxVam *w. Please update your records accordingly. (:Thayou, BUILDI G L G C CITY OF ATLANTIC BEACH /vcb PSA W4' 9247 DEP/ARTMISNT OF BUILDING ' CITY OF ATLANTIC BEACH PERMIT I`NF04MAT16N -----�.' : ,»» ��...» LOCATION INFORMATION --------- P rma t Itt r,, 92 7ddre' 1227 LINKSIDE DRIVE P m tl ' ypel: n"UMBINO ATLANTIC BEACH, FLORIDA 32233 'lat of. I .VIEW ...:� «. «�. LEGAL DESCRIPTION, -1-------- n t r . Type; CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT JOB LOCATION• Z011llq- a/vv / ► ��S C_ PLUMBING CONTRACTOR: e-. o- __ V ,- LICENSE NUMBERS: Cy 919 4 ----------------------------------------------------------- OWNER:--------------- � ------ ------------------------------------ BUILDING CONTRACTOR: --��------ --------- --------------------------- TYPE OF BUILDING: ---- ----- - ------------------------------- / ___SINKS SHOWERS ____LAVATORY ____/F-DISHWASHERS WATER HEATERS BATH TUBS __________URINALS ___DISPOSALS _ __CLOSETS ___WASHING MACHINE ---------- FLOOR DRAINS OTHER ---------- _TOTAL FIXTURE COUNT _ Z05 •' INSTALLATION OF PLUMBING AND FIXTURES -MUST Bi 'IN ACCORDANCE WITH THE MOST RECENT EDITION OF THE SOUTHERN STANDARD PLUMNBING CODE.-s;.. r $857 1'SFb384t, �., DEPARTMENT OF BUILUMO CITY OF ATLAIV TiC BEACH PERMIT INFORMATION ;- _ LOCATION INFORMATION . In I Nursb a; ; A: dress k 1227 LINK.SIDE DRIVE Permit Type': PLUMBING ATLAN` I BEACH, PLORII;A 3223 HCl arts of Work: NEW LEGAL DESCRIPTION Const r 4 Type : H DD PAI1L Lit • Bl k, Section: PrP d t $TNGLE FAMILY Township : RNO• !)we 11 iris I Code. 0 Sttbdivi'sion. SELVA LINKSIDE Estimated Value: Tota Twa t hmouq CCT 7/28/94 .Work, D � UMBING IN NEW SINGLE FAMILY HOME I O � wwo � *� �� _ APPLICATION PERS . PE ,II`I Akd IDE DRIVE , WATER IMPACT PEE !T �: r " aORL ,a �IMPA ' �� '�' k If 11 p�K t T Afo' � { PA ..ON GIS TNFORMAT ON - RADON CAB 5% $0 .00 N N F FLiJP1IN CAPITAL IMPROVE • i .° szOER TAP.. { !ate JAC:"K I LLS . F'LA. ',2 2 1 ..... CROSS ;CONNECTION L '' n CPC Tyrie; SEC"�*H `II��yI'A�Cq'g�� 1`�1E� ..��` �' .6r ai CONS A, a bSURCShclRt. E "Of u u, 'su+m•rr„r,7F'7?`slr ir+..,.-gar wtaN�nmw,..,.uexmae:n D�� IF NOTE$ k NOTICE—ALL CONCRETE FORMS-AND FOOTINGS MUST IBE INSPECTED BEFORE POURING PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE p CLEARED,UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER E "'FAILUREFTO COMPLY WITH THE MECHANICS' LIEN LAW CAN RESULT IN THS PROPERTY OWNER PAYING TWICE FOR BUILDING IMPOOVEMENTS." '~ tSSUED'ACCORDING TO APPROVED PLANS WHICH ARE PART Of THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. ' ATLANTt EACH BUILDINGS DEPARTMENT Date: 7/28/9402 0070441 i EgtB 20129 6R,& m` ", 0—IuL TY C,F ATLANTIC 804tH Uii _.. . .PERMIT INFORMATION ,w � �� _-� LOCATION INFORMATION Per �•t Naber. 8645 Addrets. 122 I,INKSIL?9 DRIVE Pet jt 'Type; 'BUILDINC3 ATLANTIC BEACH, FLORIDA 233 Cla�e> ai Work: NEN � � _.�... ,.�.� � _ -LEGAL I38SCRIPTI+ON11 C{�lls Type: WOO) FRAME Lof. •` Black: Section. Proposed' Use: SINGLE FAMILY �a 'f �Township: RN�3 w fl Aw ll��ngs 1 Cade: + S=u�diilsx�on* SELVA LINKSIt3E Irnpcat Cast : t� O0 Tod " X2834.,48 Arrau $1834;:- 48 or AT ION .. ,� . ..., ADPL"!GAT I ON FEES .,...«.. RS PERMIT' $63 tit}, ;''AdreS * 40 8JINT ORE N rA�C FAE51 4w,-,CDS I L FL a2121 �� ,� rE w R M I TAP .A RADON GAS-H,R:S. �? W83 • . * . {� FORMA T� N RADON, CAB 88, • " , C' t " T L IiMi'F E. 82.5«40'i Ad' e: '6620 THPOINT DRIVE SEER TAP .Gt3 1 . ;TELE, 'L '32216 CROSS CONNECTION ,04-00, L tease 0 _3�,� T`ype: 54 � SRC B 'IMPACT, FEB � r*fi r,►�;. ` I i:. ;.FS ' ,�"L f 1 +.. „�r,.va[wt;,.r�wat ..,�r. `i.' 7 d kAF i r I N�?,TICE-- ALL CONCiI<ETC RORM51 IAND fgpT111tos MUl3 tE itPECTED liEF©RE PCUiiNQ PERMIT VOIDS 51X MONTHS AFTER DATE OF ISSUE 3 BUILDING MATERIAL,RUBBISH AND pEBRIS FROM THIS WORK MIDST NOT BE PLACED IN PUBLIC SPACE,AND MUS'BE y.. CLEARED UP AND HAULED AWAY BY]EITHER CONTRACTOR OR OWNER i "fAtLURE To COMPLY. WITH THE MECHANICS' LIEN LAW CAN RESULT; THE PROPERTY OWNER PAYING TWICE FOR ' IMPROVEMENTS." f [38 1*D ACCORDING TO APPROVED PLANS WHICH Aft PART OF,,THJS PERMIT AND SUBJECT TO REVOCATIQN FOR, =•' LATION OF APPLICABLE PROVISIONS OF LAW. " w ATLANTIC B CH BUILDING P RCw TME Tl4 . t�at�)vr k*t 006M35 By: PS� 844 9078 DEPARTMENT OF BALDING CITY OF ATLANTIC BEACH PERMIT I NF€7RMAT I CIN ------ LOGAT I ON INFORMATION -- Pe>:'t'it Number a 9078 Address : 1227 LINKSIDE DRIVE permit Type: MECHANICAL ATLANT I CSEACH, PLORI DA `-M31 1 . Cl ass of` Work; N ------ LEGAL" DESCRIPTION .,---- ----- Colt. r Type: 4 tC?I3 FRAME, Lot : Block. Section: Pr posed Use: SINGLE FAMILY 'ouhsh p. RNG» 0 I3c 3 zn I Code. 0 Subdivision: BELVA LIrIKS IT}E E ttmated Value., so.O00 1A rov . Cost : $0.00 TO al S . �x 47 .00 Amount Da 9 4/94 TRAL HEAT' ANIS AIR IN NEW RESIDENCE w e word .. _ `I'I ON APPLICATION FEES :w PRRMIT 'T .00 dd IDE .DRIVE WAT IMPAC S R, FLORID IMMOS�'�P h ��!"''"' �, �'{`r -4711 �" Z �f�{�i �wi wF � -ai "d C My"s p� s �,� � &°,@'�1T�°' " i e '611-411" °'"3 x a At RADON OAS-H.R. S. $ .C?D R 0 FORMAT ON RADON CAE '�% $0.00 Addy ► ND T' AI CA 'ITAL I ROVE. 0.00 SEWER- TAP- - JACK LLE, FL .x"2257 CROSS CONNECTION $0 .0.0 Iicera CA1Type: CI SEC H IMPACT FEE - w�t��1 CONST.SURCRARGE $0., fi Hr. NOTES, NOTICE-ALL CONCRETE FORMS AND FOOTINGS MUST BE INSPECTED BEFORE POURING PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE i BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER ``FAILORE TO COMPLY #TH`THE MECHANICS' LIEN LAW CAN RESULT IN 1' l PROPERTY OWNER RAYINO TWICE POA BUILDING IMPROVEMe' NT ." ISSI.I.D ACCORDING TO APPROVED PLANS WHICH ARE PART OF`TI41S PERMIT AND SUBJECT TO REVOCATION FOR OLATiON t F.APPLICABLE PROVISIONS OF LAW. i BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH ATLANTIC OEACH. FLORIDA 32233 APPLICATION FOR MECHANICAL PERMIT CALL-IN NUMBE,A IMPORTANT — Applicant to complete all items in sections I, 11..111, and IV. 1• 1227 LINKSIDE DRIVE LOCATION Street Address-. _ OF Intersecting Streets: Between r And WILDING sub•divitlen SEL�_I,ZNKSIDE :DOTS II. IDENTIFICATION — To be completed by all applicants In considerot;on of permit given for doing the wort as described in the obcve statement we heiaby ogles to pe•Ic— Ird ..o•s with the ettactjd plans and specificaCons which are a part hereof and in accordance wire Iho C:ty of Jectton.;l'e ad.^arces a-a o :a of good practice listed therein. Nome of ►Aecheaical Contractors GACA 12623 Ceawac►•r (mat) MANDARIN HEAT & R Mott*( Nome of as=7-0-- 3 ►reperty Owner sifaature *1 O.aer Signature of all AWNS«isad Agent CENTEX HOMES Architect or Engineer Ill. GENE A1. INFORMATION A. Type of►eating fuel: fs. IS OTHER CONSTRUCTION BEING DONE ON (a metric THIS BUILDING 011 SIT[? H05 YES Q Gas—(3 U ❑ Natures ❑ Central Utility r pNGIVC NUtABEII 0/ CONSTRUCTION ❑ 0 0 [ MIT 8605 ❑ 00— — SP-4, IV. wvCiNMiC.►L EOUINaWT TO ii INSTALLED NATURE OF WORK IPPOV40 complete list of comporsetaM oa back of Mie fonts) C7 Residential or (1 Commercial Q Neat Q Spee ❑ Recau" O Central O Noor O New Building ❑ Air Coedrfioeingt ❑ Room ❑ Control ❑ Existing Building ❑ Dloc. System: h/abriol TAtck&*%, ❑ Replacement of existing system / tdeoiraum upaclly 1200 ch". ❑ Now Installation(No system previously installed) L ❑ Refrigeration ❑ Extension or add-on to existing system ❑ ❑ Other — Speckly Cooliaq ►o.w: Gf»ciM�f 9•V.m. Q Fire tpriaklon. Number O. hee�t ^ ❑ Eiavetor ❑ At6431 0 bcaletor laumbsr) TNI$ SPACE FOR OFf ICE USE ONLY ❑ Ge"as pump (number) (R-4-4) ❑ Tart (aumber) Remaris ❑ LPG caatafnar` (number) Q UGAM4 pretsora Wer« ❑ isms$ ?a mit Approved by Date ❑ CAM — Specify Permit Fast LISIr ALL EQUIPMENT AIA CONDITIONING AND REFRIGERATION EQUIPMENT Number Unto Description Yodel Number M"utacturer jY AFpt°„tft i I GOND TWR036 TRANE r -- 1 EAMG m FURNACES. BOILERS, FIREPLACES MmaberUnits t�eeriptiota Model Number S[anutaetursr Capaci(BrUty � G lJ 1 36 000 UL TANKS I $o.MANY Noabw Capacity Type Lrfuid Name at Serie) APproving —� and s Contained ]ttanutaeture: No. ligancy i low" . CITY OF ATLANTIC BEACH, FLORIDA a P _ Approwdby APPLICATION FOR ELECTRICAL RRRMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE:.._„ 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 ACCORDANICE WITH THE ELECTRICAL REGULATIONS, CODES AND CITE! OF ATLANTIC BEACH ORDINANCES. ELECTRICAL FIRM:�.-x MASTS E cIANSIGNATURE,� S NAME.. — ADDRESS:., -G"�/ lill��Sl�ff_' ..D�• RFD BOX BLDG.SIZE BETWEEN: RES.X) APT.( ► COMM.( ) PUBLIC( ) INDUS.I 1 NEW kt OLD I I REW.( ) ADDITION( ► TRAILER ( ► TEMP.( ► SIGNS ( ) SQ.FT. SERVICE: NEW W INCREASE( i REPAIR ( 1 FEE CONDUCTOR SIZE &0 AMPS 150 COPPER ALUM.JNcr IMTCt!OR 8RE KER Ia AMPS P RACEWAY EXIST.SERV.SIZE AMPS PH - W VOLT RACEWAY FEEDERS NO. SIZE NO. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL 0.30 AMPS. 31.100 AMPS. SWITCHES INCANDESCENT FLUORESCENT 1I1 M.V. FIXED 0.100 AMPS. OVER APPLIANCES BELL TRANSF. AIR H.P.RATING H.P.RATING CONDITIONING COMP.MOTOR OTHER MOTORS AMPS CEIL HEAT: KW-HEAT 0.1 OVER MOTORS H.P. VOLTAGE pHs NO. IILP. VOLTAGE PHS MISCELLANEOUS TRANSFORMERS: UNDER 600 V. OVER 600 V. NO. j KVA NO. KVA NO.NEON TRANSF. NO. VA. MA. MOTOR SIZE SWITCH FLASHER EACH SIGN FORWARDED .'. . . S TOTAL FEE 1 ,fie z� /-0 9 '706 e CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET =ar.F S(.0-ire Footage $ � S -per sq ft = ara-;FISt,e i � 2- @ $ ( per sq ft = $ C' 1 l �L � per sq ft = $ � 9 - @ $ per sq f t = $ p =T @ $ I�, © 0 per sq ft = $ C% TOTAL VALUATION : $ 27, A[ � "e&o.0 � s----- .260,00 :cLa.' Valuation 1st $ D oIOU Retraining Value $ per thousand or portion thereof TOTAL BUILDING FEE $ + 1/2 Filing Fee $ 22 -0- ( 1) Fireplaces @ $15 . 00 $ C� BUILDING PERMIT FEE $ q3 WATER IMPACT FEE $ 413 0.cyo SEWER IMPACT FEE $____ r 2_ S' 0 WATER METER/TAP CAPITAL IMPROVEMENT $ 5-,©0 SEWER TAP $ , (/6q7-) RADON (HRS) . 0050 $ J' ✓(.. ' 9 / SECTION H PAVING ( ) $ HYDRAULIC SHARES $ CROSS CONNECTION $ � UO {( Vj SURCHARGE . 0050 $ q7 <!' .OTHER $ GRAND TOTAL DUE $ � A:;L'?TIONAL PERMITS OR FEES: Mechanical Plumbing E- ectric/New Electric/Temp ;SwimmingPool uep- c Tanx ; Well - Sign Finish Floor Elevation 5 ve; Other CAL,_'ULATIONS and/or NOTES: I :'RDPERTY CITY OF -- ,PESCRIPTIOH i ; e +ns !► -�rry �. 716 OCEAN BOULEVARD .Ot 10_a __Block I--------Section I__ 1994 P.O.SUx 25 tATLANTIC BEACH.FLORIDA 32233 �tr_ia /� TELEPHONE IfiO41249-ZJ95 d Z V u l 6 3 itreet Name f ` � 4� S i � � �j�� DESCRIPTION OF WORK sr Address:-- -- -----------`\------------�^/ If in a FLOOD HAZARD 'lood Zones........,�__-„ares complete page 3. Brief c Descriptions Class of Works (New/Romcdal/Addition)- :OHING INFORMATION j Type of • Conatruotions�� zoningProposed ►istricts__ J'�2- __Uees__-_,,._________N__-_ Estimated Value 0___________ :xceptions or Matarislss_ ariances Orsntods______________ Solid or ....--..------.�.. ------------------ -- Filled �-- OWNER ZNFORNATZON Method of HeatingIEL _ \A Property Owner oak�P'�_ `fes L �...... --- Phones_-'_! Address �{ .. i ------------..--------- .. P�S.z iu \l�l----'x•`.---?=-----•--------- Zips -}-�- ---- CONTRACTOR INFORMATION Contractors _______ Mailing -------- Addreaes- 1 � _ -- License �h�'c ' Expiration `-k Dates______________ I NERCSY CERTIFY THAT I NAVi RtAD AND CXAHINCD THIS APPLICATION AND KNOW THE SANE TO NE TRUE AND CORRtCT. ALL PROVISIONS OF TNR LAMS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE ^ CONPLItO MITN, MNtTNtN SPtCIFIED awash OR NOT. INC GRANTING Or A PERMIT DOES NOT PRE:;UNE TO V, GIVE AUTHORITY TO VIOLATE GR CANCEL THE PROVISIONS Or ANY FEDERAL. STATC OR LOCAL RULE. ♦. NIMULATIONS. ONDINANCSES, ON LAM! ANY MANNER. INCLUOINO THE GOVERNING OF CONSTRUCTION OR THE PtRFORNANCE OF CONSTRUCTION OF Nt it I UNDtRlTANO THAT THE IssUANC[ OP THIS ►ERn1t IS ='v }?�,�,�; CONTIMOp1T UPON TNt ASOVi I NATI tt T Ut AND CORRtCT AND THAT THC PLANS AND SVP►ORTIMG f!�.• DATA HAVC SEEN OR SUALL- at P VI S R t0. > �i� �� ►{ Owner Signature __ ---- ----Dote------------ ilk! •�.ak•"� Contractor Signature _--_-_-_-_ --Dwte_!_----_-_-- — FLOOflPLAIN DEVELOPMENT INFORMATION Type of Developments---- �- ----------------------------- Flood -------------- -Flood Zones_Y Required Lowest Floor Elevation s_ U It building is located within a flood hazard zone, a survey must be wade AFTER THE SLAB HAS SEN POURED, certifying that the LOWEST FLOOR ELEVATXCU is equal to or above the base flood elevation established for that scone. No final inspection will be wade and no eertif-Irate of occupancy will be issued until the survey is on file vith the Building Department. COMMENTSs Applicant Aeknowledgevents Y understand that the issuance of thio permit is cantIngent upon the . above information being correct and that the plasms sad supporting data have been or shall be provided as required. Y agree to comply with all applicable provisions of Ordinance No. 25-7-1111 other Iowa or ordinances affecting the proposed develo t Date _ `O.__L4 _Applicant's Signature_-----_--------- -------- -------------------------------------------�-------- Department Use Required Lowest Floor Elevation Awl Built Lowest Floor Elevation ---------------- Survey _ ____________Survey Filed with Building Department ___________ - Suildi-ng DepartmentRepresentative page 3 YOL / U b " P60 9 r 2 RtNANCIJANDRMINGC>AWW N OFFICIAL, RECORDS N - M ro notice of �ommencernent w (PAG'AAL IN DU/LIQATC) To whom It may concern; ND The undersigned hereby Informs you that improvements will be made to certain real property, and In accordance with section 713,13 of the Florida Statutes, the following information is stated in this NOT1C> 9 OF COMMENCEMENT, hU qq / Description of property ....:. T 1.__ V A--L•� I.Jks: i e ir- •� ------------------ o _ —2 2 --- ale:_k-a _ _--- c._- 1-__-----c-- \__ vAccording to plat thereof recorded in plat book-� pages Z ?j—Z ..� the current public records of Duval County Florida----------------------- General - General description of improvements �4 Construction of Single Family Residence with Garage on concrete slab Q -----•---•----------------------•------•------------------------------------------------------------------ aCentex Real Estate Corporation Owner ---------- --------------------------------------------------------------------------------------- a 6620 Southpoint Drive Suite 400 Jacksonville Florida 32216 Address -----------------•---------------------------------------------------------•--------------------- 0 Owners interest In site of the im rovement Fee Simple N Fee Simple Title holder (if other than owner)- ------------------------------------------------------------ .,G CD :c rr O bz Address -•-----------•-------------------------------------------------------------------------------- n C) roO� x Contractor spume as owner -npr w -----•---------------------------------------------------------------------------------------ti` r I-) Address ------------------------------------------------------------------------------------------------- of 4 Surety (if any) -------------------------------------------------------------------------------------------- uAddress -----------------------------------------------------------------Amount of bond $_------------- �� LO c- Name and address of any person making a loan for the construction of the improvements, Name ----------- --------------------------------------------------------- R-r t•>;, C� Address ---------------------------------------- ------------------------------------------------ -- x7• None of person within the State of Florida, other than himself, designated by owner upon whom notices or otber docwnen(s may be seritat 01 Arthur Day Name ---------------------------------------------------------------------------------------------------- 6620 Southpoint Dr Suite 400 Jacksonville, Florida 32216 Address -------•---------•-------------------------------------------------------------------------------- In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 'll',00 M- tb', Florida Statutes, (Fill in at Owner's option), Name ------------------------------------------4-------•---- iJkRTR ---------T---------------------- Address ----------------------------------------------- --- ----------------------- THIS aFACt FOR RtCORD[R't Uat ONLY C)LI1';iL t;QU'i i'( OWNER 1, TM 11 ![�E{t'.>I `It?Il c•e.rk c!1)nv cite-,t Ccurt, Civil Cour)%,, Sworn to and subscribed before me this �� dny o! isattuo ;u;d r.orrRcf cagy of t!re nrl inai as it anpc2rs Cn record ani N!, , 1994 by Arehur Day in tho offic3 cf the Uork of Ctrcu;,Cour[dDuval Cc:;n:;,F;.riva. ��a11 AGIu� V'1,1'rE55 my hind an.l f C:er,r cf „rrcuit ticur t 1I lac: cnviC2, Fic'1(!u,this :hJ !c 19 �. who is person lly known to me, �� .N ?N�R,,� Fif.rvf"i i Vv. C00K tLo1�13e�F�o,'. z C;erk, of Ljit and County Cou.ts _ %� �J 9g 9'!I 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. ) ------------------------------------------------------------------------------- NAME :Lot 79 Selva Linkside ADDRESS : 1227 Linkside Drive CITY :Atlantic Beach, Fla 32233 OWNER :Centex BUILDER :Centex Conditioned Floor Area : 1753 SF * Climatic Conditions & Design Conditions ---------------------------------------------------------------------------- Geographical Location : Florida I Jacksonville ---------------------------------------------------------------------------- North Latitude / Elevation 30 Deg. / 24 Ft. Above Sea Level Outdoor Winter Dry Bulb 32 Deg. F Indoor Winter Dry Bulb 70 Deg. F Winter (Actual) Temp.Diff. 38 Deg. F Winter Temp. Diff. (wTd) 40 Deg. F Outdoor Summer Dry Bulb 94 Deg. F Outdoor Summer Wet Bulb 77 Deg. F Outdoor Summer Humidity Ratio 114 Indoor Summer Relaltive Humidity 50% 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 ---------------------------------------------------------------------------- * HEATING SUMMARY * * COOLING SUMMARY * ------------------------------------------------------------------- SUBTOTAL 25788.84 STRUCTURE SENSIBLE 13012 .03 MECH.VENT- 100 Cfm 2090.00 SENS. + MECH.VENT : 15102.03 TEMP.SWING @ 3 DEG. : 1. 00 OCCUPANT/APPLIANCE 3000 .00 DUCT LOSS 1289.44 DUCT GAIN 1810.20 TOTAL LOSS/BTUH 27078.28 TOTAL SENSIBLE 19912 .23 TOTAL LATENT 8498.77 -------------------------------------------------------------------- 20% OVERSIZE FACTOR 5415.66 20% SENS.OVRSZE FTR: 3982 .45 ACTUAL + 20% OVERSIZE: 32493. 94 ISENS. + 20% OVERSIZE: 23894. 68 -------------------------------------------------------------------- * EQUIPMENT SELECTION * -------------------------------------------------------------------- EQT. MANUF. MODEL # TYPE HTG INPUT HTG OUTPUT AFUE/HSPF SENSIBLE CLG LATENT CLG TOTAL TONAGE (S)EER CLG CFM HTG CFM -------------------------------------------------------------------- r * L O A D C A L C U L A T I O N TYPE Inside Shade Sc Area Loss/Btuh Gain/Btuh GL A S S---------------------------------------------------------------------- South Double Clr Drapes/Blinds 1 24 .00 696.00 600.00 East Double Clr Drapes/Blinds 1 10.00 290.00 460. 00 North Double Clr Drapes/Blinds 1 18.00 522 . 00 288.00 North Double Clr Drapes/Blinds 1 18. 00 522 .00 288.00 North Double Clr Drapes/Blinds 1 18.00 522 .00 288.00 North Double Clr Drapes/Blinds 1 18.00 522 .00 288.00 West Double Clr Drapes/Blinds 1 12 . 00 348. 00 552 .00 West Double Clr Drapes/Blinds 1 12 . 00 348.00 552 .00 West Double Clr Drapes/Blinds 1 15.00 435 .00 690.00 West Double Clr Drapes/Blinds 1 15.00 435.00 690.00 North Double Clr Drapes/Blinds 1 18.00 522 .00 288.00 North Double Clr Drapes/Blinds 1 4 .00 116.00 64 . 00 North Double Clr Drapes/Blinds 1 4 .00 116.00 64 .00 Infiltration : Winter Htm ( 28. 18 ) x 186.00 5241.48 Infiltration : Summer Htm ( 6.85 ) x 186.00 1274 . 1 --------- --------- --------- Window Frame : Metal SUBTOTALS: 186.00 10635 .48 6386. 10 R-Value Area Loss/Btuh Gain/Btuh WA L L S---------------------------------------------------------------------- Wood Stud - Ext. 11 1228.60 4422 . 96 3071 .50 Wood Stud - Adj . 11 169.90 611.64 288.83 --------- --------- --------- SUBTOTALS: 1398.50 5034 .60 3360.33 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( 28. 18 ) x 39.80 1121.56 Infiltration :Summer Htm( 6 . 85 ) x 39 .80 272 .63 --------- --------- --------- SUBTOTALS: 39.80 1910.62 460.79 CE I L I N G S---------------------------------------------------------------- Under Attic 30 1753.00 2278.90 2804 .80 FL 0 0 R S-------------------------------------------------------------------- Slab on Grade 0 183.00 Lin.Ft. 5929.20 000.00 * TOTAL STRUCTURE SENSIBLE * ------------------------------------------------------------------------------- 25788.84 18102.03 ------------------------------------------------------------------------------- ;� &Ll", 3 / 0a CITY OF. ATLANTIC BEACH Fixture Unit Worksheet for Water Impact Fee FIXTURE UNITS ARE ESTABLISHED AS THE MEASUREMENT OF WATER DEMAND FOR EACH WATER FIXTURE UNIT INSTALLED AND CONNECTED TO THE CITY WATER SYSTEM. THE WATER SUPPLY CHARGE IS HEREBY FIXED AT TWENTY DOLLARS PER FIXTURE UNIT CONNECTED TO THE CITY WATER SYSTEM. BATHROOM GROUP CONSISTING OF SERVICE SINK TRAP STAND WATER CLOSET, LAVATORY & BATH (8) TUB OR SHOWER STALL (6) WATER CLOSET WATER CLOSET, TANK OPERATED (4) VALVE OPERATED _BATHTUB/SHOWER (2) URINAL WALL LIP (4) SHOWER GROUP PER HEAD (3) FLOOR DRAIN (1) SHOWER STALL DOMESTIC (2) _LAUNDRY TRAY (2) LAVATORY (1) COMBINATION SINK AND TRAY (3) WASHING MACHINE (3) POT, SCULLERY SINK (4) DISHWASHER (2) WASH SINK EACH SET OF FAUCETS (2) KITCHEN SINK (2) DENTAL LAVATORY (1) KITCHEN SINK WITH WASTE DENTAL UNIT OR CUSPIDOR (1) GRINDER (3) BIDET (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) LAVATORY, BARBER/BEAUTY ICE MAKER (1/2) SHOP (2) SURGEONS SINK (3) LAVATORY, SURGEONS (2) JACUZZI (2) URINAL STALL, WASHOUT (4) � f TOTAL FIXTURE UNITS_ @ $20.409 EACH $ C/ JOB INFORMATION Z ENERGY GUIDE For detailed information of the EPI rating number or for any ITEM listed, ask your Builder for EPI= 96.9 DCA Form 600A-93 or Form 600B-93 0 10 20 30 40 50 60 70 80 90 100 --------------------------------------X-- ) The maximum allowable EPI is 100. The lower the EPI the more efficient the home RESIDENTIAL ENERGY PERFORMANCE RATING SHEET ITEM HOME VALUE Low Efficiency High Efficiency SINGL CLR DBL TINT WINDOWS. . . . . . . . . . . . . . . . . . . . .Double Clear -------------X------- � INSULATION. . . . . . . . . . . . . . . . . . R-10 R-30 Ceiling R-Value. . . . . . . . . 30 .0 1 --------------------X1 R-0 R-7 Wall R-Value. . . . . . . . . 11.0 1 --------------------X1 R-0 R-19 Floor R-Value. . . . . . . . . 0.0 IX-------------------- I AIR CONDITIONER. . . . . . . . . . . . . 10.0 SEER 17 .0 SEER. . . . . . . . . . . . . . . . . . . . . . 10.0 ( X-------------------- I HEATINGSYSTEM. . . . . . . . . . . . . . 6.8 HSPF 12 .0 Electric HSPF. . . . . . . . . . . . 6.8 IX-------------------- I WATER HEATER. . . . . . . . . . . . . . . . 0.88 0.96 Electric EF. . . . . . . . . . . . . . 0.93 1 ------------X-------- ) 0.54 0.90 Gas EF. . . . . . . . . . . . . . 0.00 ( --------------------- 1 0.40 0.80 Solar EF. . . . . . . . . . . . . . I --------------------- I OTHER FEATURES. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I certify that these energy saving features required for the Florida Energy Code have been installed in this house. Builder Address: Z�-� �.t 1J{ t P Signature: Date: City/Zip N'Ak Florida Energy Code for Building Construction - 1993 Florida Department of Community Affairs FL-EPL CARD93 Department of Community Affairs SN: 5411 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM 600A-93 Residential Whole Building Performance Method A NORTH PROJECT NAME: Lot 79 Selva Linksid BUILDER: Centex AND ADDRESS: 1227 Linkside Drive PERMITTING CLIMATE Atlantic Beach, Fla OFFICE: Atlantic Bch ZONE: 11_1 21_1 J1 OWNER: Centex PERMIT N0. 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. 1753.00 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. O.Osgft 186.00sgft b. Tint, film or solar screen 8b. O.Osgft O.00sgft 9. Floor type and insulation: a. Slab on grade (R-value, perimeter) 9a.R= 0.00 , 183.00 ft 10.Net Wall type area and insulation: a. Exterior: 2 . Wood frame (Insulation R-value) 10a-2 R=11.00, 1228.60sgft b. Adjacent: 2 . Wood frame (Insulation R-value) 10b-2 R=11.00, 169 .90sgft 11 .Ceiling type area and insulation: a. Under attic (Insulation R-value) lla.R=30.00 , 1753.00sgft 12 .Air distribution systems a. Ducts (Insulation + Location) 12a. R= 6. 00 , uncond 13 .Cooling system 13. Type: Central A/C SEER: 10 .00 14 .Heating System: 14 . Type: Heat Pump HSPF: 6 .80 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 . 96.87 a. Total As-Built points 19a. 30164 .78 b. Total Base points 19b. 31139.24 ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- 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 Whole Building Performance Method A NORTH PROJECT NAME: Lot 79 Selva Linksid BUILDER: Centex AND ADDRESS: 1227 Linkside Drive PERMITTING 1CLIMATE Atlantic Beach, Fla OFFICE: Atlantic Bch ZONE: 11_1 21_1 31KI OWNER: Centex PERMIT N0. 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. 1753.00 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. O.Osgft 186.00sgft b. Tint, film or solar screen 8b. O.Osgft O.00sgft 9. Floor type and insulation: a. Slab on grade (R-value, perimeter) 9a.R= 0.00 , 183.00 ft 10.Net Wall type area and insulation: a. Exterior: 2 . Wood frame (Insulation R-value) 10a-2 R=11 .00, 1228 .60sgft b. Adjacent: 2 . Wood frame (Insulation R-value) 10b-2 R=11.00, 169.90sgft 11.Ceiling type area and insulation: a. Under attic (Insulation R-value) lla.R=30.00 , 1753.00sgft 12 .Air distribution systems a. Ducts (Insulation + Location) 12a. R= 6.00 , uncond 13.Cooling system 13. Type: Central A/C SEER: 10 .00 14 .Heating System: 14 . Type: Heat Pump HSPF: 6.80 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 . 96.87 a. Total As-Built points 19a. 30164 .78 b. Total Base points 19b. 31139 .24 ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- 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 �y 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. �r OWNER/AGENT: BUILDING OFFICIAL: DATE: DATE: ** INFILTRATION REDUCTION PRACTICE COMPLIANCE CHECKLIST ** COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK PRACTICE #1 606. 1 COMPLY WITH ALL INFILTRATION PRESCRIPTIVES. ------------------------------------------------------------------------------- Windows 606. 1 Maximum of 0. 34 CFM per linear foot of operable sash crack (includes sliding glass doors) . ------------------------------------------------------------------------------- Exterior & 606 . 1 Maximum of 0.5 CFM per sq. ft. of door area: solid Adjacent Doors core, wood panel,insulated or glass doors only. ------------------------------------------------------------------------------- Exterior Joints 606 . 1 To be caulked, gasketed, weather-stripped or other- & Cracks wise sealed. ------------------------------------------------------------------------------- PRACTICE #2 606. 1 COMPLY WITH PRACTICE #1 AND THE FOLLOWING: ------------------------------------------------------------------------------- Exterior Walls 606 . 1 Top plate penetrations sealed. Infiltration barrier & Floors installed. Sole plate/floor joint caulked or sealed. ------------------------------------------------------------------------------- Exterior Walls 606. 1 Penetrations, joints and cracks on interior surface & Ceilings caulked, sealed or gasketed. ------------------------------------------------------------------------------- DuctWork 606. 1 Ductwork in unconditioned space must be sealed. ------------------------------------------------------------------------------- Fireplaces 606. 1 Equipped with outside combustion air, doors and flue dampers. ------------------------------------------------------------------------------- Exhaust Fans 606. 1 Equipped with dampers. Combustion devices see 606. 1 .A.2 . ------------------------------------------------------------------------------- Combustion 606. 1 Combustion space and water heating systems provided Heating with outside combustion air, except direct vent appliances. ------------------------------------------------------------------------------- ** OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences. ) ** ------------------------------------------------------------------------------- Water Heaters 612 . 1 Comply with efficiency requirements in Table 6-11. Switch or clearly marked circuit breaker (electric) or cutoff (gas) must be provided. External or built- in heat trap required. ------------------------------------------------------------------------------- Swimming Pools 612 . 1 Spas and heated pools must have covers (except solar & Spas heated) . Non-commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78 percent. ------------------------------------------------------------------------------- Shower Heads 612 . 1 Water flow must be restricted to no more than 3 gal- lons per minute at 80 PSIG. ------------------------------------------------------------------------------- Air Distribution 610 . 1 All ducts, fittings, mechanical equipment and plenum Systems chambers shall be mechanically attached, sealed, ins- ulated and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics must be insulated to a minimum of R-6 . Air handlers shall not be installed in attics unless in mechanical closet. ------------------------------------------------------------------------------- HVAC Controls 607 . 1 Separate readily accessible manual or automatic thermostat for each system. ------------------------------------------------------------------------------- Insulation 604 . 1 Ceilings minimum R-19. Common Walls - Frame R-11 or 602 . 1 CBS R-3 both sides. Common ceiling & floors R-11. ------------------------------------------------------------------------------- SUMMER CALCULATIONS ******************************************************************************* BASE ___ __= AS-BUILT GLASS---------------- ORIEN AREA x BSPM = POINTS TYPE SC ORIEN AREA x SPM x SOF = POINTS ------------------------------------------------------------------------------- N 98.00 65.8 6448 .4 DBL CLR N 18.0 38. 3 .94 648.8 DBL CLR N 18.0 38.3 .94 648.8 DBL CLR N 18 .0 38. 3 .94 648.8 DBL CLR N 18.0 38 . 3 .94 648.8 DBL CLR N 18.0 38.3 .94 648.8 DBL CLR N 4 .0 38.3 .94 144.2 DBL CLR N 4 .0 38 .3 .94 144 .2 E 10. 00 65 .8 658.0 DBL CLR E 10.0 79.7 .95 757 .9 S 24 .00 65 . 8 1579.2 DBL CLR S 24 .0 66.2 .91 1448.6 W 54 .00 65.8 3553 .2 DBL CLR W 12 .0 79.7 .95 909.5 DBL CLR W 12 .0 79.7 .95 909.5 DBL CLR W 15 .0 79.7 .95 1136.9 DBL CLR W 15.0 79.7 .95 1136.9 ------------------------------------------------------------------------------- . 15 x GOND. FLOOR / TOTAL GLASS = ADJ. x GLASS = ADJ GLASS ( GLASS AREA AREA FACTOR POINTS POINTS POINTS ------------------------------------------------------------------------------- . 15 1,753 .00 186.00 1.414 12,238.80 17 , 302 . 11 9,831.98 NON GLASS------------ AREA x BSPM = POINTS TYPE R-VALUE AREA x SPM = POINTS ------------------------------------------------------------------------------- WALLS---------------- Ext 1228.6 .9 1105.7 Ext Wood Frame 11.0 1228. 6 1.70 2088.6 Adj 169.9 .7 118.9 Adj Wood Frame 11 .0 169.9 .70 118.9 DOORS---------------- 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 1753.0 .6 1051. 8 Under Attic 30.0 1753 .0 .60 1051.8 FLOORS--------------- Slb 183.0 -37 .0 -6771 .0 Slab-on-Grade .0 183.0 -41.20 -7539.6 INFILTRATION--------- 1753.0 8 .0 14024 .0 Practice #2 1753.0 8.00 14024 .0 TOTAL SUMMER POINTS 27,004 .80 19,706.96 TOTAL x SYSTEM = COOLING I TOTAL x CAP x DUCT x SYSTEM x CREDIT = COOLING SUM PTS MULT POINTS COMPON RATIO MULT MULT MULT POINTS ------------------------------------------------------------------------------- 27 ,004 .80 .37 9, 991 .78 1 19, 706.96 1.00 1. 100 .340 .860 6,338.55 WINTER CALCULATIONS BASE ___ __= AS-BUILT GLASS---------------- ORIEN AREA x BWPM = POINTS I TYPE SC ORIEN AREA x WPM x WOF = POINTS ------------------------------------------------------------------------------- N 98 .00 -10. 6 -1038.8 DBL CLR N 18.0 7 .3 1.09 143 .0 DBL CLR N 18.0 7 . 3 1.09 143.0 DBL CLR N 18 . 0 7 . 3 1.09 143.0 DBL CLR N 18.0 7 .3 1.09 143.0 DBL CLR N 18.0 7 .3 1.09 143.0 DBL CLR N 4 .0 7 . 3 1.09 31.8 DBL CLR N 4 .0 7 .3 1 .09 31.8 E 10. 00 -10. 6 -106.0 DBL CLR E 10.0 -9.2 .85 -78.5 S 24 .00 -10.6 -254 .4 DBL CLR S 24 .0 -28.4 .96 -654 .9 W 54 .00 -10.6 -572 .4 DBL CLR W 12 .0 -9 .2 .85 -94 .2 DBL CLR W 12 . 0 -9.2 .85 -94 .2 DBL CLR W 15.0 -9.2 .85 -117.7 DBL CLR W 15.0 -9.2 .85 -117.7 ------------------------------------------------------------------------------- . 15 x COND. FLOOR / TOTAL GLASS = ADJ. x GLASS = ADJ GLASS I GLASS AREA AREA FACTOR POINTS POINTS ` POINTS ---------------------------------------------------------- --- - I . 15 1,753.00 186.00 1.414 -1,971.60 -2, 787 .27 -378.56 NON GLASS------------ AREA x BWPM = POINTS TYPE R-VALUE AREA x WPM = POINTS ------------------------------------------------------------------------------- WALLS---------------- Ext 1228.6 2 .2 2702 . 9 Ext Wood Frame 11.0 1228.6 3.70 4545.8 Adj 169.9 3.6 611.6 Adj Wood Frame 11.0 169.9 3.60 611.6 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 1753.0 1 .2 2103.6 Under Attic 30.0 1753 .0 1.20 2103.6 FLOORS--------------- Slb 183.0 8.9 1628.7 Slab-on-Grade . 0 183.0 18. 80 3440.4 INFILTRATION--------- 1753.0 7 .4 12972 .2 Practice #2 1753 .0 7 .40 12972 .2 TOTAL WINTER POINTS 17,706.29 23,687 .70 ----------------------------------------------- - TOTAL x SYSTEM = HEATING TOTAL x CAP x DUCT x SYSTEM x CREDIT HEATING WIN PTS MULT POINTS 4 COMPON RATIO MULT MULT MULT POINTS ------------------------------------------------------------------------------- 17 ,706 .29 .55 9,738.46 1 23,687 .70 1.00 1. 100 .500 1.000 13,028.24 WATER HEATING ******************************************************************************* BASE -__ __= AS-BUILT ------------------------ - NUM OF x MULT - TOTAL I TANK VOLUME EF TANK x MULT x CREDIT = TOTAL BEDRMS RATIO MULT ------------------------------------------------------------------------------- 3 3803.0 11,409.00 40 .93 1.000 3599. 3 1.00 10,798.00 SUMMARY BASE ___ __= AS-BUILT ---------------------------------- COOLING HEATING HOT WATER TOTAL I COOLING HEATING HOT WATER TOTAL POINTS + POINTS + POINTS = POINTS POINTS + POINTS + POINTS = POINTS ------------------------------------------------------------------------------- 9991.8 9738.5 11409.0 31, 139.24 6338.5 13028.2 10798.0 30, 164 .78 ***************** * EPI = 96.87 ***************** TRUE TRUSS, INC. 1041 1 Alta Drive Jacksonville. Florida 32226 TRUE TRUSS (9041 757-7500 FAX (904) 757-7336 April 2 , 1993 To: Builder, Truss Erector, and Building Inspector: The attached sheets provide Engineer Sealed Specification's for: 1. ) A typical Garage Door Header where the Trusses bearing on it are Gable Trusses. 2. ) A typical Garage Door Header where the Trusses bearing on it are Hip Trusses. 3 . ) "Hat" detail where due to height the Trusses are to be Capped. This Design meets 'Wind Speed Requirements up to 110 mph. 4 . ) "L" or "T" Bracing used in lieu of Lateral Bracing. 5. ) Gable End Bracing. This Design meets Wind Speed Requirements up to 110 mph. These specification's are provided with all Truss Specification's in order to meet most general conditions. They may or may not be applicable to the. Trusses being installed on a specific job. If in doubt as to the Application of these Specification's, contact True Truss, Inc. at (904) 757-7500. — QUALITY TRUSSES AT AFFORDABLE PRICES — TRUSS S FOR Master . 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. 13190 1 oft 101 2 � 13190 2of2 10 1 2 t P 1 I fIf/('+ 4 tit i 11 LL..SC- SHALL BE O< THE SPECIFIED MINIMW CAAOES. 61 C00EC10q PLATES SHALL Of 114TALLIO SYMPIEIPICALLY 04 91 THIS DESIWI IS APPLICABLE 10 SHORICA SPAN TRUSSES OF 171 % IHOICAICS LATERAL MAC114 kCw*fq 117►WIN.) SPECIIS. -JOMAA INUN MO1ShM CO+IVA. OR SUCH INAT INC JOINT. IOEHIICAL LOAOIIM A1C CO4FI6URAT104. 141 wSTALLAn OH Ara ERECI1011 N THE I"L OERWIEHI, AIQ 1S W N1(.KP ALLONASLE SIA96S VALUES. ALL VALUES USED 01 IOP CmW SPLICES ARE r/0T FIECOW49NOCO 10 OCCUR 101 IME TDP CHORD SMALL 9E LAILPALL/SPACED EIIrER 9Y S/B' TEMPORARY 6PACIH6 SHOULD 6E DWE IN ACCORD.NCL bjlM FDA DESIWN APE BASED 011 11E LATEST EDITION OF THE HA- DIRECTLY ABOVC A BOTTOM CHORD SPLICE. 0111.1 SHCA1M114 OR IRAC314 PEN9CRS SPALEO AT 7'-0' D.C. CURRENT 1►T DRAC114 MO EPECIIOM PUOLICAII0,1S. IICNAL DESIGN STAICARDS PUBLI$mCO 9V InE NATIONAL 71 V-2000 APPROVAL HUMMERS USC 27x2, FnA TCS 2014. $BCC IMAX.). 161 THIS DESIGN C014FORIS TO CIARAIEIOI 1►1 OLStGN VECIFICA- FOREST P-ODUCtS ASSOCIAtI011. 7261. BOCA FILE 96-126 111 INC BOTTOM CHORD SMALL BE LAICRALLY Or-ACED(110ER BY 110/6 FOR METAL PLATE CWSECIEB woo TRUSSES u0 21 1.1%OIS141 IS BASED DN CLARV CONIECIOR PLATES Olky. 01 THIS IOAS HAS BEE"OCSIGNEO FOR THE LOAD114 SHOWN 1/2*THIN.) ONYMALL 00 B-ACIMC,MEMBERS SPACED AT So'-0' OU►LIIY STANDARDS FOR I"SES. 31 COXECIGA PLATES SIZES ARE BASSO OH►714 FORCES ONLY, ON THIS DRA9TH6, IMSIALLATIOI A14O USE S11ALL CONFORM O.0 IMAX.I. 161 110 MEMBER OF THE IRUSS MAY U CUT OR MOOIFIEO IN ANY MAY, 41 COXECIOA PLATE SIZES ARC DIVEN 90 DEC, AXIS BY 0 DEC. WITH THIS OESION. 121 &3 IIpICAIES BEA4714 LOC►1101. AIIS NEP BY .0011 1. -Odd Web Length Maximum deflection Occurred at bottom joint 05. -CONFIGURATION S LOADING SPECIFIED BY FABRICATOR. -Plate turned 90 deg. Maximum Live Load Deflection of .19% Index-.335, (L/1072) -PLATE TOOTH VALUE REDUCED BY 15x. P-Typical Panel Maximum Total Load Deflection of .261", Index-,307, (L/781) -HORIZ. STRONGBACKS PER PCT-60 SECTION 600 REO. Total quantity of trusses - 1 Ito PLF Q1 m to torn to X tD 1 IIn to to to In In to 14' iE In m En En Tn v co It) v En En in Cnn v M R-1016 in R-1016 (3.51 13.5) 16-1112 TP-29.5' !0 PL HIS TRUSS ANALYZED WITH PPSA3 ORCES (Left.-to Right) OP -1275 -2950 -3850 -4033 -3489 -2209 0 L ESS -1009 1529 -1322 820 -780 371 -333 -98 137 -559 596 -1041 1087 -1629 -104 OT 0 2309 3560 4110 3926 3023 1359 CLARY A Division of PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBER2-4X2 02 DS SP DESCRIPTION 16'11-3/4* GARAGE HEADER WS �q ALPINE ENGINEERED PRODUCTS Inc V-200040 2-0-0 1801 S. GREAT SOUTHWEST PKWY, 5.0 LL TC10 8C LUMBER 1-4x2 02 OS SP ENG. FOR: 2�i 8 GRANO PRAIRIE. Tx 75051 OL TC 0 TRUE TRUSS INC. 08ACE Program (214) 660-3900 LL BC WEBS 4X2 #3 SP ___IL 33% PROJECT: DAT�06 MEMBER TRUSS PLATE INSTITUTE 558 31 OTA FVFGOt !C MAV AF ►MTGn MASTER - OCT 1992 sc�� It Lv 6EA SMALL BE TO IIA SPECIFIED NIHIMW GRADES. 51 Cd/EC10R RATES SMALL Of 114TALLEO SYu.EIRICALLY 014 111 THIS DESIGN IS APPLICAK E 10 SNORTER S►A1A TRUSSES OF 131 0� INDICATES LATERAL BRAC114 MENDER (tx4 MIN.) SPECIES, A140 MAAIKM ROISIUAC COWENI. OR SUCH THAI INC JOINT, IOEINICAL LOADING A14 C010I5URATI&I. 14) It1SIALL►TIOH AND ERECTIC14 N INE TRUSS, PEANNIENI. 410 IS N MIGKP ALLONAlLE STRESS VALUES, ALL VALUES USED 61 10►CN011D SPLICES Am NOT KChN[HOED 10 OCCUR 10) IME IW btOPO SHALL GE LAIEFALLV BRACED EIINTP BY 3/B- 11WORRAPY BPACING SIA.LD K OaE 111 ACCOPOARCE -IT- FOR DESIGN ARE BASED 0" TMC LATEST EDITION OF lit NA- OIKCTLV ABOVE A SOTIOM CHOW SPLICE, WIN.) 4EAINING 0P SPACING lENKAS SPACED At 3'-0' O.C. CLIWENI IPI SPACING A1C EKCTIOM P1111l ICAIIa1S. ital4l DESIGN STAIOAAOS PUSLISME0 By THE HA1t0N4L 71 V-2000 APPROVAL MAAKP61 UBC 2342. FMA.lU 2014 SACC WAY.1. 151 THIS DESIGN CONFORMS 70 CIARCAT IPI OESIWO SKCIFICA- FOREST PRODUCTS ASSOCIATION. 7251. BOCA FILE 84-120 11) TME 00110M CHORE,SMALL Of LAIERALLY BRACED EITHER BY 11016 Pp OCTAL KATE C01NECIE0 MOOD IWASES A140 21 IRIS OESIrN IS BASED of CLARY CONNECTOR PLATES ONLY. N THIS TRUSS HAS KEN DESIGNED FOR THE LOADING SHOW" 8/2*041k.) DAVWALL OR GRACING NEWAS SPACED AT 10'-0' DUALITY STANDARDS FOR TRUSSES. 31 COIRECIOR PLATES SITES ARE BASED 014 AXIAL FORCES ONLY. ON 11413 DRAWING, INSTALLATION NO USE SNAIL L0IPOAM O.0 W41.1. 141 10 MENGER OF THE TRUSS MAY BE CUT CA MOOIFIEO IN Hlr MAY, .1 COIP4C10A PLATE SIZES ARE GIVEN 90 DEO. AXIS OY 0 DEO. WITH THIS DESIGN. 12) ® I10ICATES GEARING LOCATION. 4AIS NEX. BY MORIt 1. -Odd Web Length Maximum deflection occurred 6.72' from the left end Of bottom panel 04. -CONFIGURATION S LOADING SPECIFIED BY FABRICATOR. -Plate turned 90 deg. Maximum Live Load Deflection of .234', Index-.414. (L/871) -PLATE 7001H VALUE REDUCED BY s5%. 'P-Typical Panel Maximum Total Load Deflection of .322', Index-.379. (L/633) -HORIZ. STRONGBACKS PER PCT-80 SECTION 800 REO. Total quantity of trusses - i 175 PLF 171 U'1 t0 0 En IX X x Tto X X to tD to X x x x x x x x x x x x to fV in CU to CU In fV to 111 to CU t0 14' OTT COT ID r- CrI tc In U-) 1n In xLn L0 R-1553 In In R-1568 (3.51 (3.5) 16-11-12 TP-31' PL HIS TRUSS ANALYZED WITH PPSA3 ORCES (Left to Right) OP -2280..-2280 -5182 -5182 -6517 -6617 -6617 -6617 -5182 -5182 -2280 -2280 ESS -1533 2653 -249 -1975 1529 -219 -1088 645 -219 -218 -218 -219 645 -1088 -219 1529 -1975 -249 2653 -1533 OT 0 3916 6083 6798 6083 3916 0 CLARY A Division of PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBER2-4X2 02 Ds SP DESCRIPTION 16.11_3/4' GARAGE HEADER A K 2-0-0 � ALPINE ENGINEERED PRODUCTS Inc V-2000 40 1801 S. GREAT SOUTHWEST PKWY, 5.0 LL TCi0 SC LUI18ER2_4X2 02 DS SP ENG. FO1x EN.G BY 0 GRAND PRAIRIE. TX 75051 OL TC 0 TRUE TRUSS INC. SOUMCE Program 12141 660-3940 LL BBC WEBS 4x2 i3 SP `'� 1122 s i 33% DL 5rJ PROJECT: MASTER - o"t�06 OCT 1992 sc�i MEMBER TRUSS PLATE INSTITUTE IOTA[ EXCEPT AS MAY BE NOTED 1.1Ut'9IA lira, It rN i"K 5ML4,10 1.wrt,Vra IJUM 5F1frt11+lt:i(xti'!Ali($$itAttp{Ut$IAtt11t$il.4.tllitl(AttYUtt. IsIII$(lislutISAM7KA01( )oslowliltVill1141$StSOf tit S>'1t:ti t,Ni 6lA.tt.r+/l,ti,ts1Ut14 ifYJt(Jes (At 9911 lett it$ 010 4)(111iG4 ltYtMJJf.AIW 4;011 R)UIWrY/ lit 1161A1 tAI%VIAJ70IIl(c1lVi01 141(1011ijS tr.4.... tS•/+•rr+1R:.tis;.'."•t Sttq;r v:,•:d'. .tt:=ttA'.,.•1't (,,iw,t"KINs v%sas •n[ tens If4ou-tox,lo it)1x:(:411 tot iIIE 0111 ifr11JISM11 (KN4(Nt l(Ctrttutx.t Y.•tli fN 00 M,it ''#"4 W$:1 its I,.(ir- i),nl Cis f A011,4 4 bill MIA 07044)SP1111 IIAUl IsetAll Will.tM uitAt'etli AA L""l It$Pict 1)Al 11410C %tdYMh1 il"1 htlAtxtL`A4101+f(.44171 l4,4x tt'.itN r,5 lxrtAl .11 u;,t, •+,tit i••',,it V. IN '•AIT.-t ti Y:Yryt A141";AI MHAVIIS UJIL, 142 1ItA ICA N14 WC OAAYI 1$1110;Ill W.14!:41INN.y 10 114 1*SNJt tt'I r:x 13:.3 11,.14`4 rot•rr'1.:e,i+.l."7 !+~t *1AIx116LIS III lit 101111,114 Cttvv)Gbit l to t l RAI It opkel 011114A it( Wei 1.01"1114 hR11(0114010 VAAVI JiatS'.I S v.st h11rj14'A+7t11UV2041 's M`it?:t!'A3RitMAll S'!'A A,:t",;U11MHAS utfll(f5#JA01(41Ila 4411011A;$JIC01 62"it.4111(mlim311NtI7tH:N!(.t11W4i4$;1'Al1URt100' 0040141W41A14G1111%111tisys +f,{Yxr(CII Yf 17 A:(5;.1;F)Atel uA',(U 1N1.%wiiii It/4'Iti 1;«, 1'01114111JAk ititi 111$!A%1AJ'txt Alai list SliAll CtxtfOlttA OC ImAIi 461 fAt lM L4flFU 14001111,4MAIllicJt tli mA'1d4Ut1i A•iY 41{J'dt((.tiW h ill r;i S,tu(Ca{tit 1x7 W 6 A.tIS OI U 411 t; Vill"bits 1Y:A(•Jl th EM itt(rCmis m AnN1010(ii im YtA1 Ails 1'llA NY 10111 t IN LIEU Or A SINRTLT3 LArEHAL BRACE A 2x4 BRACE KAY BE USED AS SIKH IN SECTION $-B. ATTACH BRACE WITH X110D CXR HON NAILS AT fit' O.C. . TI IF. BRACE SIIALL BE WE SMIS LLk1BCR GRADE OR BFITO TITAN 7III3 L[.1tiMER GRADE OF 7I113 WED BEING BRACED. DO NOT SPLIT Ltfimm miuN ATI'ACuma BRACE. 2X4 W E:IS M EM R C k, SECT IBN B-B Q 2x1 WEB MEMBER 1 2x4 `L' BRACE r 2K 4 7! T t4 13RACE :�� t�{titiillfillttfli�� •��: D ' LATERAL GRACE � SEE ENSIKE€RED DRAVIN8 FOR t PLATE STIES AND LOCATIONS LOADING AND STRESS DURATi6X SPACiNB OF TRUSSES LUMBER TIPE, lRt-V : Dptit - - AND ACTUAL TRUSS UNFISURATION, -Ali lYx>�7S►o c-0C.Imax. 104ING ictuJAs(a SEE DISCMIJA OPTIONAL V BRACE DETAIL urc1 f ecltJltata ENSINEERED ING(M. CLARY 1w,tlr: DRAIlINS 0 LV-BE- SMALL 1E Or IMt SKtlrlto NIN11vq DAADES, SI CO►ECION ftAIES SHALL BE IHSIALLED S-m-CIPICALL1 101 101 ALL IE115)aN CHORO NC10C-S ASS-.1E0 10 BE C01U14JOSL1 IV / 31101CAIES LA11RAl /RACIJ4 M(MSEa 11.4 rP1,1 S^ENCS. 414) 1!i MA.IM,1H MOS SILPE . ...... 1~S_4AN(HAI TME JD{NI. SO-CEO BL ICEMEN 3.'S• NO* PLAWOOD SEA1H114, 1/1• 14) 111St ALLA1ICII ma 1RC1:110N Or THE IWJSS. Ot RMLE111• u(, Is Dr M1Gt0 KIPrAK[ 6 SS IAtKi. ALL':ALLIES USED u IC+CMOPO SPLICES AK"OT RECONWIGNWD to OCCUR O.ING OPYWALL OR SRACINO NEWPS SPACEO 1r 1.9. SHAW. 19r 4^1 SPACING S.OuLO BE Dalt 1N A00000mcE .ITM FOR DIST Go' Apt $&W a/ W WESI EDITION OF 1K HA. DIRECTLY ASOLE A BOTTOM CMOPO SKIC9. 1RatfS 110190 0114001se. Cw"T Irt BRACING APO tPCCTION ftkitmolts. 1101 L "Seal ST&CAPOS ►JKIS"CO BI TME UATIONAL 7) V•E009 APPROVAL N%JWPSI USC 1342.. ►NA TCB 1014, SO= 11) ALL COK-KSSTDN CROWD NEHKRS ASSURED TO K CONTINhAVKUSI IRIS DESIGN Caf'ORAS 10 C%OWNT Ip{ OCSiN1 SPECIFICA• r DOEfI e11OC„EIs AssOC""C". 71St, Bou FILE 94-IRS a•Acto By WHEN Sir WIN.) KTNOtb S1EA1H114. 1/E• 11014 FOR KCAL KATE CON►1CCICO WOOD I"SCS 401 11 IHIS 1:141 If GNSEO 101 CLAR'r COANECIOR MAILS 01L.V. 11 IRIS TWJSS NAS BEEN OESMIC0 FOR TK LOAD110 SROM 041H.) Oar BALL OR BRACINB 11CHOERS SPACED AT 16• O.E. Ou4LITI S1u0ANOS FOR I"SES. PCONECIDR KAIES SIZES AR/ CASED OI a11µFORCES OILY. Of THIS DOAWI110. 1uSIALLA1101t u0 USC SMALL COipM MAY), VtESf WIEO OTHERWISE, IN Nq K/AtER b TK IRVSf MAY BE CVI M 1NOOirttD IM Prt Wn, 11 C084CIDR KATE SIRS ARE CALLIO OJT WIDTH (ACROSS SLOTS) WITH I"$$DES1011 121 ® I NOICAIES KAR"NO LOCA11011. 171 SOCCIK MAIMING CARE SHOLLO Of IMAE71 061R114 SHI-p INO 4110 /. t1$101. UL011G SLOISI 110 1.E ORItNIMON of 71E 1) CAIS CCSIWN 1S A►KICASLI 14 SROPICA SPAN IMSES OF tRECIIOH OF 1N45SES SEE HIS-11 TOO RECO•-E140A11014 .0 CALL DVT IS TK DIFMIC11 Or 1.f M Alt Lr116TR_ IDrIIt ICAL LO 01149 u0 CpfIR"ATIO" L-BRACE TABLE BUILDING TYPE: ENCLOSED RESIDENTIAL WIND SIT NMPHD BUILDING (SBCCI 1991) MAX. WEB 3SIZE/GRADE LENGTH MEAN ROOF HEGHT: 0' L-BRACE (SEE TABLE) ZX4 #3 SP 61911 GABLE NOTES: 2X4 WEB - THIS DRAWINGS VALID FOR TRUSS PITCH UP TO 12 IN 12, AND 2X4 #2 N SP 81511 MAXIMUM HEIGHT AS SHOWN. 2X6 #2 N SP 10'3" - LOADING ASSUMES A TRUSS SPACED 2411 FROM ONE FACE OF GABLE AND MAXIMUM OVERHANG PAST GABLE OF 16" OPPOSITE FACE. - TOP EDGE OF GABLE TRUSS MUST BE CONNECTED TO PLYWOOD DIAPHRAM FOR 218 PLF MAXIMUM LATERAL LOADING. FIELD CONNECTIONS BY SECTION A-A OTHERS. - BOTTOM EDGE OF GABLE MUST BE CONNECTED TO WALL DIAPHRAM FOR 218 PLF MAXIMUM LATERAL LOADING AND 120 PLF VE TICAL UPLIFT 3", TYP. LOADING. FIELD CONNECTIONS BY OTHERS. 2411 O.C. TYP. - "L" BRACING MUST BE INSTALLED ON ALL WEBS LONGER THAN 3'7" IN LENGTH. SEE BTIABLE FOR IZE/GRADE OF BRACE. ATTTACH COMMON16d NAILS SPACED AT 3" O.C. ��E�.S (SEE SECTION A-A). BRACE LENGTH MAY BE 611 SHORTER THAN WEB 12 X �� Q -� 3 S LENGTH, MAXIMUM. 12,MAX.p 5 `' r 4r - NET WIND PRESSURES BASED ON DEAD LOADS SHOWN BELOW. 10'1011 MAX. a A OFp � P 3X5 //I/, rr l r o f 'free F r r rF r F i r. . I F f ♦ i i ♦! ! 3", TYP. 3X5 L-BRACE ON WEBS LONGER THAN 317", TYP. (SEE TABLE) 24", MAX. i 111111111/ TRUSS MUST HAVE CONTINUOUS BEARING. ST r C' r CLARY 'DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBER TRUSS LIBRARY I/ 7 jL DWG• I ALPINE ENGINEERED PRODUCTS Inc V-2000 LL TC 30 2X4 i2 N SP ENG. FOR: TRUE TRUSS 11,011 leol S. GSW PKWYBC LUMBER PROJECT: DATE: 31 Mar 1993 GAA'40 PRAIRIE, TiX 75051 7.I DL TC Dor 7 2X4 12 N SP LAYOUT ID: OF ( (2141 660-3940 LL BC 0 WEBS 2X1 /3 SP AGGRESS (EMBER TRUSS PLATE INSTITUTE AA OL BC IO flySCALE: HAT DETAILS HAT NOTES: TC LUI-6EP: 2X4 W2 SP P. BRACE FLAT TCP OF SLPPORT TRUSS !SITR -2X4 CONT14JOUS LATERAL, BRACIIG. AT SC LUI—SER: 2X4 x2 SP 24' O.C. SPACHG. ATTACHED TO TOP 12 2SX5 EEEACH TPUSS. WITH 2-I5d 14ALS NJ WEBS: 2Y.4 W3 SP .G, D 2 TO 1Z -1X4 COJTtJ'JO'JS LATEP.AL BRACIJG. P,T 3X 24' O.C. ATTACI-ED TO BOTTOM SDE OF TOP CHOPD WITH 2-16d tIALS 11 5X5 EACH TRUSS. BOTTOM CHORD OF HAT TPUSS MST PEST DIRECTLY 014 TOP CHORD OF SUPPORT TRUSS (NO GAP), 3X5 �`l�' -SECURE ABLE SUPPORT.OLATERAL BRAC11G TO \ VEPW& WE8 .�� SEE NOTE C. -SUPPORT TRUSS WST BE ANPLYZED FOP. 7 24' O.C. TOP CHORD BP.ACI4G. SEE GENEP.AL NOTE 1. B. SECURE HAT IJ PLU'8 POSITION APP ALIGI.4 IT WITH SUPPORT TRUSS BELOW BEFORE PPPLYNG ROOF SHEATHING, 4-0-0. t IP,Y.. 2-0- C, RSPAC 4G IS 4'0' O,C.MAX_ -WEBS LONGER THAN 79' PEOI.IPE BP,AC14G: -OI-JE POW OF Dc4 •2 SPB OR BTP.. COI-ITWUOLS LATERAL BP.AC11G 3X52X3• TYP. PER TP SS.YOPH 2-8d COI iMOIJ MALS -rA4 *2 SPB T-BPACE, SAME LE►IGTH AS VERTICAL WES. ATTACHED VATH 8d COI.11011 IIALS AT 6. O.C., D. ATTACH HAT TO SUPPORT TRUSS IMTH 13' LENGTH GUSSETS. EACH FACE. SPACED AT 4'0' 0,C_ IMAX- 1•1•NMUI HEIGHT OF GUSSET SHALL Cr3 FROM TOP OF HAT'S BOTTOM CHORD TO BOTTOM OF SLFPOPT GUSSETS. SEE 1407E D. TRUSS' TOP CHORD. GUSSETS SHALL BE V2' APA PRATED 32/16 EXPOSURE I PLYWOOD, OR SUPPORT TRU S7/1, PPA STRUCTURAL RATED OSB. EP.ACIIG FOP. SUPPORT. SEE NOTE A. 111t�tt!!Iltl:f�1jr ATTACHED TO EACH FACE K1TN $d CO.1.1014 ��```,`� t• fl/i, IV%LS AT 6' O.C. THP.0003HOUT. E. l�JLDI4G TYPE: EtCLGSED P.ESDEWTL°L O !Fr -DESIGI CODE - STAtaAP.D BULD11IGMS) APi t,1' � ;•.J' 4111.0 SPEED - 10 MPH G 00. 6 '3 - +1EAJI HEIGHT - 31 FEET .�k= DReV 4-4-1973 Alf / n �� NERAL. NOTES' x /NIS 0111!"IS AWLICAKf T1$ra1TVI VAN IWAKS a IKKICAL LOAWIM TC LL PSF OB: 15830 / AM raotatloMAl whra "tta". 30 gtltulllt!1tt� n LWKS$.MLL K Or/K PCO1119"INI"SAaKS, $rtfu$. AM IK pai"" UI ALL KNs10t OoaO Bram usLm If K t0"tlo$Augr mucto s1 Etlrp TC DL 7 OR 15 PSF DATE 23 MAR 1993 CLARY toe,, O t3I1rt=NT MY. ON NM IrA? 13 M N1tKr AIIOWAKE SINES$tAUR .ALL Into$ KWeOO frEAlNteq $A, In11A Mv$aLL CA MKias NEMEM txttw InMS VKW AN$uts ON TK LAICSI tOttt"or IK rtttalrA KSIG" SNAKW NY'q.t.MAA, IPLM wits W1+EINIttE. 3ntnt1tL11o"►a rood c"aNCllaw 11 Ire NATwN►L?West ra00Utif Aux. 111 ALL COOK12101 C+o+o KMEft ASSUNce u K CON1UU0NlLI 10AC91 1I ClImfe BC OL 10 PSF ORH 1 OF 1 r IN'S ocstc"11 WASto ON CLANI CONNCCTON nAlcs Kt, 2/W In1",t n/SwW 20WHIM. $If* MIN.) MTNALL w SKIM PEN Uti x coocctOo Kilts setts Rat sato a attK rwcts 1104.1. S►LMO it Is*S.S. tNAA. "NLtss wits S1NEwgSt. A oV1,1.n rr Rinne r/ comcc on 5%M$1113 AK CALI[1 out W1 0101" t4cm$s U-019 AND LtN11r Ix A Io$itcarts 1WIr$txunw. t�,....rr R,r+tN, int. tit."KW1s1• 1x_.PN_ O CATp LAttak autim Ncwm LINA 0111,1 BC LL 0 PSF -ENG GMT $1 to-CCIM KLIt%%r+lt K U<1LltEW S1rKIatCMl1 to Atri11t NM t►CtS. 141 tr%tKtlifW Aro CK03001 w NC SNA% rt"Khmut, two tt"reaa"f"KI-6 47 DR 55 U loa C-m$KiCtt art roe KCtMCNDCO It x11+4.W/eC1L1+tart IML1 K 1o$At20N0A+CC WOO CLINK01/ri WW3M ANO Mttlow CNIIIAIA, TOT.LO.47 PSF 801 5, GreSt Soutn•eft Pkwy. a 10110"C••oro SKIct, Ise Irl%KSIaN C'O►o"IS$la3<rf I►t KfI$N$+CGrlCAtj0"$to+Nttal 0r1nd Pr 01r I*. tX 75051 n I2 Limp+At K"*f+a %*C tsa2. Iw 14.2014. sMC I»t, w S n•tri. KLrt Watc1ra no Ilmsts too OYLLIII sum-&-%toe Iaums. a wI1.33 s+Nes w3 1ta K$loco too rut Lati+i INC)"Oo+M$oaara,c. +St Ne NE"Ka tv"If"UK out K M Ino rlo/rtce I"aw 11a1. OUR.FAC. • 121 A! 650-3940 Iyt"„LAI)o"aro UKC=L COMB"r11N trtS KSISN. IN $+'Ectal NAlat+a Rat Vie"K tACU.$91 •twOLI1N$IALLAVION MEMBER OF 11E I"S KATE UIST1Iuff ITPII. 4.'oK`LtIN1• INTMIM+Waw Lwte+NcwAw• %4.K.±+;1T 101. CPArTNR 24" JACK DETAIL TOP CIIORO 2X'1 SO. PINE N2 11. EXCEPT AS SHOWN ( ••s ) _ N2 IIIP OR COMMO1+ TRUSS 801 CIIORO 2X'I SO. PINE 12 11 •9 (3) 160 TOENAILS. 1 WEBS 2X4 SO. PINE 13 2' TYP. OPTIONAL OVERHANG PROVIDE UPLIFI COHIJECT10H5 AT UEARINCS AS INDICATED. *so .� 91 f(1P TRUSS UPLIFT : 3501 2001 ORG LOC: I 'It UPLIFT BASED 011 10.0 PSF TOTAL DERO LOAD. WINO 7• J3 SPEED1110 MPII. MEAN IICTt17.5 FT. ENCLOSED. (SBC) UIHO AIIALYSIS ALSO COMPLIES UI111 SOUTH FLORIDA BUILDING CODE FOR 128 MP11 ANO 38.8 FT. MEAN HEIGHT. 5' PROVIDE UPLIFT CONNECTIOIIS RT BEARINGS AS 1NOICRTED. J2 UPLIFT : 5881 4361 ORC IOC: t f+ UPLIFT BASED ON 3'10,0 PSF TOTAL OERO LOAD. WINO JI SPEED 1120 MPII. MEAN IIGTt22.6 FT. ENCLOSED. (SBC) ii�� JI 2 J3 J4 '1 1 WIND ANALYSIS ALSO COMPLIES WIT11 SOUTH FLORIDA BUILDING CODE 11! FOR 120 MPH AND 38.6 FT. MEAN HEIGHT. iT HIPJACK TOP CIIORD LUMBER GRADE ( +++ > L MAX. NORMAL MAX. HIPJRCK SOFFIT WEIGHT �►9++.�.-.� 3'--{ 5'-•-( 7'� �• 2' OVERIIAIIG OVERHANG psllHllJllt 11 TYP, LENGTH LENGTH 2 PSF 18 PSF 0-00-00 0-00-00 42 N N2 N f 1 -06-00 2-01-07 12 H 112 N " .Fr '-: 1 -09-00 2-05-11 12 N2 DENSE I I -09-00 2-05-11 - 11 H 2-00-00 2-09-15 11 11 DENSE - F C!t w ..A 3.Be o 1.i,t- �• .. .• ' �� 6.S 8 * so TO 4.60 '•�t�1::11N:Itt��'` ++ 3X4 2X3 Ple ++ OR ++ 3X4. SIMPSON 7HJR26 3X4 MAY BE USED I 1 ' a 9-10-13 OVER 2 SUPPORTS 8,4631 UI 3.50• RIG521 Us 3.56' END AND CORNER JACKS illllJACK i GENERAL NOTES' Anis Ix11G+1 If 1►g1U0.t to Y0-In$01N"Las"s a Itt.11Ca leaDln$ TC LL 30.00 PSF JOB: 16431 Nle MESIGN K C0111ML1Jo. ('��/ 11 Lv,KN sMLL K Of Ant f-[Gilt!KIWI"WDCIL SKCICS. Va IK 11/114-1 191 ALL I9.S1ote tree KMMS ISMKD to K c0.i 114lO+1sLr stucto of tit.tP CZAR I •OIfiV1t COMI[M, a MCm Iwi to M MISKII tLLaaelC SIP 5S vKKs. ALL Dn• aua /LVVND srtumIW, 1/:• wlr a/■4L a PACING eCNUs TC OL 7 OR 15 PSF DATE 04/26/93 KS1011/.tuts VSto Nt caste 400,11C Lnttf 90ttlON d /K 10110141.KSISN YaCn to•$••.t.aua. Ya.tss falls ot.torist. SKCit Icl flow to-t oe CO-STWXION at/K 101$1041/10cn e-ogltle assoc. 111 KL C-sessla lMIM KNKM ASSURED 10 K Co MINI/ PILI N4Ctf It niKo » 1.1S Kllaw IS NO p1.CL4-t Co'"C10 aait$011x, >re• Mt"1 PLISOW S.tnNPt. Ill, oil"I D-n4LL M oluCPi K.K-S BC DL 10 PSF ORW 1 OF 1 74 C10-CC10-•Lots SIM a•t dst9 a anll reKCS 0111, sn.Cro n IN•.t. Wei. v%toS 411to 91.41••/8. ALF • D,nu..9f .10 a C10-tC1a K•It slit$•K CKLta wt e1 814110 MCJoss$LaISI 1.4 U.41. Ill IK Lo1CIIC$K4-IW LK.11oN. 1M.•..••..•....•.. 1., 9"104"all". ISI"""• I CnCS tuna e10Cns"(Poul fled-10.1 BC LL PSF -ENG a/ C01-EUo-Ants s•wtt K I.4ULLto SINK/-IC1L1.1'aN d01.rC $of.acts. 14 11414CLAIIIN AND 019119.of t1t INIMS. M"Atfwl. 410 Il•-M-.-r a.ICINS 41 OR 55 W 10.t•a-o S-%ills 4ot 101 KCOO•C1atD TO OCCuo 01-CCILY/aVVE V"406gat IN ACCOMAMI nt"CWWW 1-I a-IC1.4 Na ticclia"C-11101'' TOT.LO. PSF 190+ S. Great Sovtnrest �,wr. .WnoN t+MIM fK itt. 1S1 1.•Is KSIOw CWfDlat 10 C{AtM 101 Dt Sir fRCi/ICal teNs•ON Rt.l • Grana Prairle. Txt;5051 t1. v-1009 at•-ara aHK;&- NK 1342. t..1 ICS t•µ Sect Int, 9004 ad•taS. Ant ColdtOrto 9000 INIAKS N4 Maar$1a.a4WA to IIRAKt. i.33 al I.r$I-AS-s KM Ksl9K41 too IK 1.9401.5 a•M-N o Mit 41oInK. Is No tM 19.4911 Y Nt MOR 0-41 K M o 0oolrlte IM aM-41. OUR.FAC. + n I t 7 .• 12141 660-3940 111SI1LL1Ile0 D use/•.at co,w10r fit.IRIS erne. 4444,» -..w----.---.._..._....... ... .....-. ........... c r - m cn. ..i A' p 11:1 ► ' � � � !� \ . I r-13 i3 ► T--/! ?X.;`# %� �j�5 -2".v WAT. -:4 i TFTi 1 ' 7= � SY'-:'• f'•arL � M• Z � fit''`` —_ ,j. .45 apL 3 `' • L3 .3 et a r�Lisa ► TR1 X TR= aria GER`S k=;,me tram { tsr vy►5 t res.W to"o I` , r€ * 2r o'. WM 2 X 6-8 >�«mom an as Fn cta+' b 2 XIS 1 ! r} 4X18 c Ir. .............. � � o = job wE-vm- '=►� 8 } ; A IsmVK s LaW A MW,4t rua - ic.rrtar+s ou. W ram rsFlo a- - �, g• n¢ea monis mss IV=/vem D G7 m m nj P 4 08-05-1993 SIZE ANALYSIS Page l of 1 11:25:42 TRUS JOIST MacMILLAN (Mist fin-S1041) MIRK I.,ROSE (SO100) Project fame: CISTU IOXES - PLII 13708 A 18 Page Title: GARAGE DOOR HEADER ---------- TJSising=" v3.40 ---- Imildimg Code III ---------- Type of Sale Distribmtion ----- 1193040417 ---------- Application: Deflection Criteria (MR) Member Use............... RUDER Roof (non-snow load, LDL) LL Defl TL Defl Member Top Slope(in/ft)... 0.000 Stress Level............... 1331 Span 1 L/240 L/180 Roof Slope(im/ft)......... 6.000 Live Load(psf)............. 30.0 floor Decking............... III Dead Load(psf)............. 11.0 Repetitive Member Use....... Ili fertitiom Load(pd)......... 0.0 bidorced 6verbangs........ 1/1 SPECIAL LOADS: Live Load Stress Dead Load Vidth Starting Poiet to End Idd/Reel 1 01I1(plf) 360 X331 230 111- 0.00' 5'- 6.00' from Lt Repl 2 lRl1R(plfj O] I 130 1331 0/ 80 51- 6.00' 0'- 0.00' from Lt Repl 3_ CORC(lb) - 1800 I311 1140 S'- 6.04'#rom Lt Add .16" TJI("0/96 JOIST ----------------------------------------------- S I t E A I I L Y S I S ---------------------------------------------- IMPORTAIT! The analysis presented below is output from software developed by Tras Joist !acfl11ac(TJX). Allowable product values shown are in accordance with current TJX materials and code accepted design values. The specific product application, input design loads and stated dimensions have been provided by others, have not been checked for conformance with the design drawings of the building, and have not been reviewed by TJX Engineering. Design assumes adequate continuous support of the joist compression flaage. Veb stiffeners are required at bearing 1, 2; and special load 3 Mazinu Design Allowable Control Shear(lb) 5435 5435 < 5985 1101 RIGHT end Spas 1 ander 1331 stress TOTAL Load Momeat(ft-Ib) 25033 25033 < 26215 1051 MID Span I ander 1331 stress TOTAL Load Live Defl.(12) 0.614 < 0.825 L/323 MID Span 1 under Live Load criteria Total Defl.(ia) 1.004 < 1.100 L/197 MID Span 1 under Total Load criteria Spas I W. Reaction Total(lb) 4573 5435 Live(lb) 2191 3319 Assumed Big. Length(ie) 3.00 3.00 Ra:. Qabraced Lemgth(to) 46 Copyright (0 1993 by Tru Joist MacMillan, a limited partnership, Boise, Idaho. TJI(") is a registered trademark of Tru Joist MacMillan. TJSisingt" is a trademark of Ins Joist MacMillia. 1� R F4 • eclticetle seat is ode• Itoes epartmgnt o1 ct named o esslons Fiorida p r the prole of th d vktiles oft cltica t slsonglbi ti pieda�l an t o%try s finder tVida s elute C below ate do1sp d ce with Flo ted d aye cor e n�'�►bee awltr $�e r Pie s�s ed on thislatt°n c ProieSgional 1 of 11 2Of � 1 1 t a $? t `L�Q � goo wed MAA K• %a w1cwt s*wow gum O t oom4 4 KA19s/IIs►M I411MASS Sw•P01CAt T M M IMtt KSiM I9 0RICAK9 Is 040190 VM/MARKS OF 140 SA' "ICAI99 c•1s11A"kae"a WWO +KcilR Mi Miat1AM MieTVs e0wdt, M 91R]Ii t1Nt Ts9,IsiMI, I09M11CAL l4iHw AW 410WI&OUT70f. NI Iw1AL"A1oM"MOON 1✓ 100 IAML 0~4*1. �•- It 9F$dMM.•1A4"ftJ SUM MisNl 4i W&WS 00 r 10 apM*{.M Awr tr9 waaft n/s OMP to iMt IM two 960" K t.AR14ly+01009 91100 ev on, 14/001WM+4"61040 SO"K 004 IM usansfilts oil" too KSiM MK"So M M0{.ANSI 0s1ItM r M MM aif"%V~A"9"1$*90 irLICN, MIM.{ 91CAI1MMS M 0"30 KMMtAS IPA=AT V-9•9.6. W1rfr(Mf M YN9116 Mo 9KCItt11 NUtICAltOw. IIOMM.KSIM STAO"0011 AtlMAD M tt INTIMA a w100s 4w4vAC!MM4.0c pit no Ica 1014 on Mil, is IMI9 99111416 Cowafts is Cl/MN1f lot K214M recifiCA• FWAST s1OMIS ASSOCt11106, AML SOCA-PRN shin 111 tN salvos ON"go"•LAT9RA LIP 9NAM film"s. flow,no IffAL RAN COMect"1009 MIWq A10 T011 K9IM Is%A=a Maw 90104CM PATI"Mor, w ws/Ass Ili9 Wa6 swans hilt;"d 1.eA $w"M iR•MIM.I 9RVS"an 01wi"a ltwws WAVES VET Is•r• WAIT STAMMUM to 14119IIS. ow"Ctos PLANS MISS an SASS M MINK PMMxi scar. M 1049 bxwtw. "Ma"ItOM AM UK ow"cafaft 0.9 MA6.1. /Y M MWNA OF Flt 1•At19 sA K UK M MMIP199 14 AW SAV. C04=04 RATS.sins Am Nva/N 9a. Alts ar 9 Ks, WIN/his K914W IN ® 1091"I""M LOCATION. „n t". M M41ts 1. -Odd Woo Length Maximum Nfaection occurred at bottom joint 05. -CONFIGURATION 9 LOAOINO SPECIFIED SY FABRICATOR. Plats.. turned 90 deg, Maximm Live load deflection of 3.190. Index-.336, (L/1072) -PLATE TOOTH VALUE REOUCEMBY 15%. Typical Panel Maxisiso Total Load deflection of .261% Index-,307. (L/781) -HORIZ. STRONOBACKS PER PCT-80 SECTION 800 PEO. Total quantity of trusses - 1 Ito l IM th in t1I Ia to In In Ln v1 If) Inn 4 In In 14' in (4 at to fn v CO so 07 in t i in Me t i R- 1016 in 411016 (3.5) 13.51 - P-291. IQ l HIS TRUSS ANALYZED WITH PPSA3 ORCES (Left-to Right) OP -1275 -2950 -3860 -4033 -3489 . -2209 0 • EBS -1009 IMM -1222 1!20 -780. 371 -333 -96 137 -559 596 -1041 1087 -1629 -104 OT 0 2309 3960 4110 3926 ' 3023 1339 . 01ris1all at` 1001aIA�R O.C. 11MoO _Attiq lOAo1� cyst IC 1�a2-4x2 02 de SP oestsulltttllt 16.114/4` 6ARA6E HEADER M ?-0-0 u. *c10 ec LUMKm tt: 0 !•40x? •? Os SP cfRi. re1tT TRUE INC, Program II[N 4x2 113 SP °gp'x�II MASTER - "TfJ6 OCT 1992 f u w.sd1 way sc er ur 44116111 wrww 44494 •M ars 110 Nuus wu N wuuto swarsle"V IN M TMw ocsnr to r+arwu To moans 4444 uusrs or 1901 Jr' uOICAM Suaw wcw rsborik Ir••161".1 wats. Ads wands wmsnw sp awd. to 10101 m1t RK Jew. I0901FICAL&Golds ba cw10w01014. 14 USTAUAr1ov Mo CKC1I04 or 144 IMA& At-NPL"T, MO I0 r Iasmgp a,&,S R9 011440 VAtAst IIA wl.ass Iiia r w 410449"L SCSI Art 09 00004MM to 00140 aN Tod 10►OMW9 St" W&AT94Y&&r&4 M 911001 n 9/0' ICPP~1 9N0130 TwCN.s se 0o"t w ACCOPGAN" 164Tw ran 9tsi9N rY"Re ON M L&%9'CRI'm M r0K W. •lftmw NOK 4 AMU 4SWe Katt. MIN.1 IKATMINS M MIAOIN9 wa4au 9PAQ1 AI 9'-0'9.9. P~ SPS 91116/146 Aw MUM PALICATIOM. TIOW4 Ot9lar 9►0aAjW PrAL16"M66 4411414411.,x►-iw+v"WOL NAMM use+ya Folk NO 9014 00 441.9 TM WSW ow ewawo to 00"MI Tn 090144 vcovlu• Fa190T P"MMIS"INCIA a. M16 906A FIu uo N6- til Its 414111011 pass D&kL K►A190juv PUM 111wo ads flow FOR WAW PLAII"asci&-woo TWA"*140 at un o1a41N Is Lure w CLAW 0 -.1"RyAns a►v. m 1"18 MIN We 899■090100 PON TWO LOWING oar /A'611r.1 whw"M Wads 11010edsr whas Al 141-41' w&nr 51"Do 9►a T01a9q. s X 60troA PUT90$tns w 6A�1 M As1M,r0.4aI 04L'. M 11498 sAw1N11 s. 104/410 09 1 bo 1 110"ctw w1 41.1 ww www 0L1. No w of 144169 wv K M a wOtFtto 4" MAI. 16. a cascT66 PLA19 Us"A"Nits M 0114. "it WI Oto. 01111 Iles 019104 in ® INDICATa 0&04104 kwAllem. "I9 Iva, ow"w"0. . -Odd Mob Length Maximum deflection occurred 6.720 from the left end of bottom panel /4. -CONFIGURATION G LOADING SPECIFIED BY FABAICATOA. -Plate turned 90 dog. MaltiAto Live Load Deflection of .2340. Index-.114. (L/6711 -PLATE TOOTH VALUE REOUCEO BY 15%. FP-Typical Panel Maximum Total Load Deflection of .322% Index-.379. 1L/633) -HORIZ. 9TRONGBACKS PER PCT-e0 SECTION 800 FED. Total quantity of true@** - i PEF Tp - : • x >t >K to to. 4[T d x t7 to 9 to ( to 41nx y 01 x SO N Kl N fu In IV IA N t IN IV ID 14• so In n IA It IXC In R-1568 00 to to in R-1568 (3.5) 13.51 p 11.431 L HIS TRUSS ANALYZED WITH PPSA3 ORCES (Left to Right) OP -2260..-2280 -0182 -0182 -6617 •6617 -6617 -6617 -5182 -5182 -2280 -2280 ESS -1533 2633 -249 -1970 152 -219 -1088 645 -219 -218 -218 -219 645 -1088 -219 1329 -1973• -249 2653 -1533 OT 0 3915 5003 6798 6083. 3916 0 CLARY A OIvI610"r of RAW TYK: 0.9- SPACIND LOA01ml VW1 TC LU11aE11 ALP114E t/s111wea PACCUCT* ZOW V-2000 2_0_0 40 2-11&2 r? Os SP DESCRIPTION 190'11-3/4• GARAGE HEADER A Twp S. SWAT souTl4rtaT t11lIfY. 6.0 I.S. Tc1O OC L~R2-4x2 •2 DS SP Era- F00t GRA10 PAA1RIt. Tx 7@041 OL Tc 0 TRUE TRUSS INC. 1010914• tas4l 660-4440 u. Me INE** 4x2 03 5P IAE►IeER 1&44755 PLATE IwsTITUK 1122 *I 33X TOT; PROJECT: MASTER - 6 DCT 1992 w'ff'4 EXCEPT AS NAT K N0TE0 N TRUSS SPECIFICATIONS a FOR Centex 3708 A The numbers listed below am a list of truss specifications for the project named above. Them spectfic aboas am agachod hermtlt and have bees prepared taller the responsible Page of the Professional Engbkw whose seat is affixed on this index sheet in accordance with Florida Statute.Chapter 471 and Rules of the Florida Departamat of Protemiooal Regulation Chapter 21H-23. MUM- fRmpu DME N 16 W19 (n 1 6 1 w Q' 5416 F- 1 16 6*flv Rw 15416 Zdjt Aw.2 3123M 15416 8019 Rvv.Z 15416 9019 Way.2 M 15416 f19 AM2 MUM N 1.%1611012 4062 31MM 5416 12019 *wZdjjM CD15416 Mf 154 16 401tlupatllN1111fjr ' 19 Itsy.2 15416 %5af19-Rq%j-3,n3M W IW6 10019-ijoy.2a ••• �� ] 15416 7ef 1 = _ f- 15416 IW19 $ . 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SEE NOTES 10 AID 11 ARM. 7 No trusses: f ManiwM deflection etturr" of ootloe joint /3. Noxious Life Joao Deflection Of .271' (4/16). laoex-.22. 11/16381 Narlt /01,41 Load Deflection at .ata' (7/161, Index-.221 11/1047) 3_23 .93 049/ h CILAM DIVISION PLATE TYPE: C.C. SPACING LOANING ~I IC LteOER r "Now 3710, SPEC 1-9 VA. 0 ALPINI! Eiu NGIiEEMA P110CTS lot r-24M 2-0-0 LL TC 30 2110 02 N SP &A. FOR tax 111(155 INC - SOS �rj9•�rp 0' IMI 1:. cam PKl1l. Be LteleEA a 2101 12 N SP PIJECI; CENTEX 37" A omu. 2% Fab 1993 � GA00 PAAIRtF_ FA 75M1 7 0 R TC 7 �- 1214) 668-3940 _0"1rE_AMAk_17 Ill 9C O UTlx/t 1,Q Q 746 33 33 O1. 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IWL' @ICA IRC bar as ,ata e-[Chas 3", a1Dr; A,1444 al4inlma 1n• WAS/•711 talo 1%611 aMLiIG&Nam V%S4f No b has Gas""11�•a CL^"C.O%aCINa Alvis W. A own agaa6 was sole t%31it0/tat l.t at/alaa 901@1 •1•a Mrs wla 0w a 114611fm0oK 3001M N M' a f Qaa@Ila so""M 1-amf. n >r �t[tan votes Sims AM GASM 01 araM IaR7S am. iia bas Wa1-6 U68awAa1100.rt,861 9w.a WIOm1 Iwo. Vas$44H"9a.t4i4 W M abite O M WAS w.WE M M IODNIQ M Mar Yta. IL • caf4mra•IVIS Mtn mK Gaam.LI Miaw Yow"!ML •IM"WS eCiai. a.0 ® NOtUf/S @[400-@1 t3c"Uft IT IKZIM rMY No CAN 141XLa aE LAW"fUwYa 1MNir of aAwavw tla Qa t►.a1110 as tot a1•ta1MAIR-cA I.t • F"S CCSlat Is AP%IC84A N 10.11•trw awitNS O/ ap"6146a.d %bAms eat wla-aa•Qa IKLraDON1Yi -calf 1i al.t K 5KC11 SW of FA110161calca •I001110ra4 Pta1NG fda ala/CLNG WILSMS Ii N1bOGNh11/1P f&&P1tAI4w -a/ITICIPAIM 010MMA44L 11DaBE1H 111OIA WAX LUG NG' i ltu/ s-s-u 4-as Fs 1 @1(119 3-9-0 5-7-4 6-1-92 1Lsa 1-:•94 f-As-fa 11.0 HISIGM 10-9-7 )s Fll 12 Qe SKS ase . a4o. ago. N 301L a sial Za zn• \ � u � \ zl)• D ;l a VlF� Its• � �., \ aw `rF tae@ laze 1st• tTa• as o � 5er .a F- 2"3 `•;-, ti' tt'1 t• qts• 13_bitea a. �� 117 0 3019 z 24 FL 9s Q+ N a-r0 s-a-s 6-s-a 4e-90 e-u-s•z a BUILDING TYPE: Encto"d ReakWAiel of 1-4-0 �� •s •s 1-e-o 1J! ME: Standard Bal ldiT+R Cede'(SMI 1991) (D WIND SPEEDS 110 who NEM RM MIGHTs 151 TRUSS LOCATION: (S0) ora MET VIM PRESSURE RASED dl DEAD LOADS SNOW BELOW W UPLIFT CONECTION REWISO.- lC13$_ D AT EACY SUPPORT. SEE NOTES 19 AND 11 ADM. M ND trusser. 3 Ne■twuw deflection occurred at bottom joint e3. Haas,(@• Hors Lead Deflection ee .766• (5/16). inoeA•.297, 0./12131 040216(1& 10141. Load Deflection of .574' 14/16), Indea•.71• 1L/7741 N tv ?J-ZZ- 3 ;rw fin w� �jilttl _ CLAW DIVISION tL1t1( TVPE: O.C. SPACING LOADING IPSF1 K &WNW& ;� rwl� 37'O' SPEC VAULTS 1-9 �• a eV1a[ EN6[eEFf1ED owoollCTS #Re v_2(" 2-0-0 2x8 •2 x 9P ' ENS. FOIL Tfbue T61115S 1►9C - SOS !S4!to d ta101 S. 1911 Pat►" LL 7C 30 OF sslaEo wulwlE. Ta )386/ )-D OL TC ) � LVHA 2x8 •t Ot: SP Pmo.1Ec1: CEI1fEx 77[itI • volt. 25 Feb 199 441141 660-3440 P%47E-WA -EFat-•'jam t t ac o Was LAIGUI {0. Q WHOE11 1wuBS PlalE INS111a/$E 546 33:33 OL OC 110 2x1 •3 SP aOpItESS SCAIE: 1 1014. •) EaCEPT AS 04AV EE 1671ETJ 1 1/8 N .UAL.sag K O >K S ltal Ra M1a1ta1 WaiKS. to C71r64ai waaas a n.►IS as/a.co sdowoo tjaa•a4 to, as ItN64400 oom aaG10tft as"" is w u..ara+aao• Par 7s' onstans 484141,4 00ICIaA Memo pa NIn.I N weeggs ra *MMvIalaa aaM01w 4104141/4. -w ax3d I"" be ~ NaAC c w e11.9%Lt Add M4&6"-"-AM*stal " aaI- to "Mnars Va aalewl "Oera K NI US "%as a0w14g. "a K Or Mut(aa--"Me "ISM 1Wafs Its .aa.Ss dMA r acP ba%w%.gcM.M Nsa M6l md=t0 CCCLA 0111, an.ola. .i•Os.Ctai 10adglK W-.CM K' a t Naa. 601,11 OV.OOCINa S.oa.i K WAS W iw1rit"Min IRP mum am SACO Oa M 4AMAV 10a1law.ti tat M. Of"Falk-&IMA a aW{i 040 944•.2 We CSS Mall SlafaV 11AL U~W VE a71lCUA as Imam I�LtrJII/M. M"&Pls►a1 S/rf.AaOi NII"b"N ra 1aIN4.a ly Pao"a I fat KuaUs t" Ewa !Na as 7014, Sam Ila as R.oaeaul4111 cwMG-6a1(Pa ayllAOa N Y ex"SAO.Y•t► w"SU140 42/014/41 K t:~4 n1 tEUVS NTCWK4- • b taps{wwar IS tLLIO Oiy�nocriO Ra1E1 US• p HWS I*M awl IMP 41021010!OI IK a4Rlr WIOI s�tag411,4017/WLltai aUdffl i WaCLO a 1 N• •t1146 • arLII.MS1M lso t 4P T��i 0014 K11Ea r0 f1 ]r CV"Ca00 sults S1AS.IE IMMA 410 11,1/4,"WO aa• O.PN;�MOINS adlala/1OM "WIW 9.4A E080W wr. %JAM aoAA R.Bu2E 1Y aw 164141 V US IRS{lu•Of DII CA NMWFM 10 aw W.. 1L C AaeOtIto ML 9 0o AM[Alli iA MO. .+04(/22 SOM sttta MS M1,404 1& 1911OI.:a RS a11a1.R.IKAII?- 111 9*C11I N1114LMa CAM pa"GO Ln2 ISO"OP11s sPM we 0,Iaai1- Gallas 4, .1 -M 6 W QP140404101u 1 I4'. 0 WIM S O[SIS aPRIC•Aeta 10 Stlw19P SPAM MAIMS V OlLfl01 Q 11MAM ICs 46.11 ICN KUa00anoA -OG 15!0111 IM 4 1 AMIIIOW PSA91015 rM nADUNG MOR" SS lE91a610Nl11 C9 sAMICAKP. -14SIS 1PVSS IS re.Slalm M 1 et1N W SO"6 WO M Pwllstal ets rw fggW OICS O PCAMMi WAM EE 4101 SCS IS ILO{ 1/E VIDSPIAMOILltl rL 411E IRBS O'SwIcatm A 11*Pa. I -N111CIP1196 90011M "AL "swamp VOCs TOTAL I"- .M4, 1 3-S-Ll FUN r9-tI G." s-r4 611-3 5-4-11 5111-3 RUN 1-5-14 4141 Iz Oz 412 0z /2 &-J&-14 Mos Height 9-10-3 74 FV ►z 1 �q F !?21041 fps sem. II91 41N (n 12 ` �e1 ?2tP 3341 \ 4001 N w •1> IIs1 S 41(0(1 Iz)r 7041 "as 421 Q' z1a �. $live $712004 Ia.Ms W I�'qT z•.4, 3114�a 4x4 zr 4,F 120 ra-e r4-4 TI-4-. 41-0.4 s-4. a-7-0 M az 941 1z er 12 WILDING TM: Efuletsed RealdwMal 11 414.1 - 37-e-O 1-11 46 CMEz Slatdw4Dulldirs Coder 40=1 1901) CD vivo SKEW 110 q* MEAN ROOF N1631f: ISO TWU LOCATIOM: 00 aro, MET MIND PRESUME MSO ON D�E�AD. BADS SHOW SELOU EOO W UPLIFT OONECTION RIAEO: �i.0 AT EACH SUPPORT. SEE NOtEti 10 AM 11 ATONE. No trusses: t Naslatllt 4,o cation occurred at bottom joint 03. M wPlellr Lite 1040 Oeflectlon of .347• 46/16). lrltiea-.281. 0./1280) Naarwirl Tete) Load Oef)eCt&0n of _541' (9/161. trAona.294. 11,/8161 F -3 93 0*(/ Nw A REYs-Z -'0► w' M RAM 911,1510" RATE TVPE: M.C. SPACING LOADIMS PSFt tt LIaE1[A /eller 3 O 11Y-19 SI'E -10 COM. ALPINE EAateFEWD wl0acts 4+41 2X4 12 Os SP 1 am. sort TME {hiss IIIc - SOS Moo S. SSW newt 01114(6 MTStatE to »0341 r ).0 2-0-0 `OIL. rC IC 37 OC EuaEw 2x0 12 as SP LIIrWT$tOc CENTER 3108 A t OstE: 2!41 Fag 1993 is Q 1214) 669-3940 141011E APEIA "teK""iM31i a1, SC O _ Q 'IE/eEw rate$ PLATE 414441 w1E 'w I 33 33 OL DC 10 41995 2X4 13 SP arADfiESS SCALE: (04144 ♦) ENC'EPI a5 may OE /001E0 1/a M of %Iowa SWI.M.4w be WICWU1 malwam 11"11"411 r aso.acc/ "saes Tolosa as rw Palltto 54"101CA"• aa* ata 6/P11►•W1 aswMI 4 aams askAto K COWMaAok v u. f ►a17taNx W1sw ralacT"PIafls11•a an WWI S• cKV, as►Ss aausl.r MNSVJ t War". to VAC M U" Td vnu"v awa46 G.tt11.".ss- awn w•raw WCAP-".a P.s .« Mala.111000 ar46 raatrl-ia w we I"14s a"WASAM. we 1s V aftess a"aesaaas wars neam aa. ~AS was • w:emcm MASS.Pi N► PaWowwo& .s cc" awP IM•w.► i WING 16.+06 Spam K' e" a...: IYIV*P•OnPAM/G LRab Ai 1Lat bP 0CMCW.NCt TIM P40 0916111..K OWSM a 101►Ales.TNvwa o 1.(."A- aPeena*wove a.WTO.CWWO vtlei. =AesS aawbs N oLPootIt C1/11Nw Wo xAlews.e IPILZIU 1 OLD /arras. #00111111 a1s18l 51003MG PULISO sr 414 sarlala w -Paw arreana wiacm Laic Aso. 9-0 1.7 me swc oil &A 1' Pe$mca Iif.P4 dmRM aseAalso so a[CAwalts"a 4% 1a45 arms"coww" K RJ~l IAr @17m P Sltctolta- 1 soot"AAmaeIS Amclav/0P 17mi AWA slow w1as 01061cv.M.111"111 1.-11- W.. 8%n9G6 lial•.UM, r•4' *146 FP as AAt gFJt TAAAatffs d"141k49Is 06 s 11rs Las""is tosos a*avow mat17SM Paws na• • TaAS IRAQ 1"A wa�a Qmleas Aar 9.4 lr106111 arar" "To 1 coww"41%GPI. 411 Massive 711"1 at IL-a f am iT•Spreop t 9%1 T*AMS t� 1 coacemp ANTES" "aalt"Am W A/Ift qw"S 4s. as 1115 GQAM&. I041"allal 11111 va Slvai cadvAP amp. L&LM"101111 W1W14011130 W l3 /O P6"A=1 O Uf Io%"PUP R Q.l O 2010IFT91 N w Y•. 1� 4 T9a(4rTa1 RATE HMS aft CA11Lta 1A MIND 9XIMal WNL 1111*11045 CIA TW oft ® p41,14WrS"164 twAl1.i/ In SKNAi.PW(LLM Cd"104156 K last""we IaWKM 1114 SP LsA6Ta WAS♦4S. 01111 10C QN09"11406 O 11+ t WS arSlrF IS aPRICALa is 101w9t7 Wan Aught O 0"9&0.IF W Ms lit 006-sl rap ACOOaerlatlas QI me LWZF#4 SKCtFXV Of FiNICARM -AW1410/11,104104"Is waQIMG TFAMIMS f5 PESM6101ult d TNtIM"OP. -MIS 1RASS IS CEIN IM tsar IOP 169 tGOOS 300013 Pwrlsltn 0`6011 THE FAMR0101 i 106116 NOW i 11116 NO Is w1 1e PElfx11191tR1 OF IW IP16S►AOPtLfjw Oils.APA_ -Nrl/t N1ltL"WIMOn IMTvacm WCM IC40L toll+- .276' i 2-5-11 5-61 5-1•4 54-0 5-0-3 1-0-11 S-3-3 ITT" l-s-I6 .z .2 rt ea 02 ►Z 13-It 74 PLF sun Iftion 0-10-3 12 , vs U30 >17N (ltS Sx5 3l6P 3W 7611 ti 35" N 12 ' +r, ewe low 6v � low , J b P� Iw I57e uu Iw 7:s 2111 97120 � 1711 a p.us IT 47.61422 J i! 7s! 3x4 595 3111 3x7 1• yf1 2 r r-r f- 12 G .: 37-e� .: '2 COOK22BUILDISta dsErd wilding cCooddi1. GUCCI 1991) PP 1-•-e 1-+♦ W114 SKEOI 110 mph OD NEAU ROOF NIGNTs 150 TARNS LOCATION: (So) era NET WIND PRESSURE BASED OM OE10 LOAN SNOW NELOW • UPLIFT CONECTION REONAR®: -=a / AT EACH SUPPORT. W SEE WFU 10 AND 11 Ass. J F to trusser. s Nexlalrs "f loct ion oCCurree et tlottoe latnt 03. WaXIMe LIvO Leos Deflection of .331' 15/16). Index-.260, 11./13211 Noxious Total lose Oeflectlon o1 .519' 18/161, Inilon-.201. 0./0551 h 3 -Z3- Q3 N AnEy a-ZZ-611 wino TV,-J3 rfidj �-. � Q1utT 01YlTIa1 /I.AtE TTrDE: O.C. SPACING LOADING ea5F1 TC LMBER "NAST 37'• f/Y-/7 $PEC T-I1 OII6_ • ALPM ENl61AEt7� PAMACTS Ing V_000 2'-0-0 LL 1C 30 2x1 02 03: SP Eli. FOR ?11UE TFWOS Inc - SOS sea$ s. 6511 Atrr eC LWWKA 02 OS SP PR0.6CT_ CE111Ex 3708 1 0.111: 25 Feo 1993 PPu1NIC in 75051 aL 11 1 5 12111 6W-33iN K-ATE-AM - -NIL:-F� LL 61C O AM LI,IaYI IOC Q .EMBER 514 33OL Vic to ZX4 03 SP wrAns ".Vf IMSI/voile .3] TOTAL 4P fKEPT a5 "Iav w g3lf0 •a001XSi SCALE ' Y*a1a44�I+M\ K at 64 l4 WM s1 wmw ww"ll. s/ 9=11=11001n.0KS!WAIL Y l"Ifte"SASCONCAA.on /4r MA MGUW M"XZ MMVO n1BUI4M.O t COW MA4Ma. I1• 'y 1•N41R aa44H a w. �•H //r4-M 1 44CN! aI'O t!Y PLO l4ISMA4 CO.16/. JW was 1.08 1K JuraW1tL it GNU"a/41' alis4 t.•DOM f4Af11q IW Wt Ml/al •r4 M �rlir CtrrsM V K Wrtt<Krwafwl. as N 0 w111•an Mair/Nt 640M 0.9411% MA •RIMS liana 46 W 000 MIt1CCS 09/M IrCbMOIi N am" AMI► Go"-%a co 41a6;pi NNOO11 SP-00 K' •a W. 1420CM0.IW.KIa IN"&4L 4144 W 1[0109.0/"IIIN fon Oman At MI6tM OO We\A1/11 am""N S'c w- 1'414Cf�as&&a Iw NO 01184 an M V10.4 go Wo14s 411aft 1A1 U~ W MkIce""t14C1106 Auft 141041411. Usm&C4s/M•sUmM441 StAk"O IR 160•M.tcom Ir •-K AO YFMOra a14M01f AC 790_ F•%US s/4 MM Ili al evowW01 OCA4 16160%as6u4e so K CAM PURMl 0% 1.15 scald"\15046006 K r-00wM /F1 RSI'WCC1AIC- r4p1""owls 1MSOCtA1441T4N. swi Fist so-on4IU[[G 06 9110410 •10fp ars' •IM.i RoM 4AMM" 1.T lifts Fboa ^JR%t{"INX,Now I%="M W a "us ami41 IS IX=sM UAW OMWCCM 4►ANS IM r • NOS MIAs WAS SIM 06904!!Fan I.4 0614xM fYN 4114 1 t4N•ML f 4111KI4.04OM OPA M Of /4' •1 IaII\I4r sIA/Wafa FTaa 1147111% A a COMMS 4sAT19"am ON M1g0 of AIM.room Oar a IMS 0"lus. 001181a6/40/aG UK 9•uA tO11011 4•AJO. UMM Paul N.4 gr IM us Name or isa "UK as.N On 4M Mair 11)Is sw Mar. {y, 4 .Agst/4.tsa SUSS 691E ULM OA %Waft twg4a 10116 131M WS OES M• 121 ® IWOICAMS NIOIAO!10'111.70 111 w6com wlp we CAW.foal Y 1901*PUG IMIRPOS Ava I•CAMON woes SAKI ML 166 406!1/114"Q ht I MIS C6f1V.a2 1N\It.004-9 WO IMMER 0^W I1a661S/ tWICIIJn OF POLICIES mR wU►fl F4►KaisaFAO►11Mi sin r�QLAR 11--kc a IM LOAGM WFCLFIEDr WIo01tILs4 AAr4S FOP g110MG If11UM/S KSPOSIO4 11F a'FIINItafOW. -1109 TFWX IS(El 0dW OA.F011 Of LOAM*MP PIPWIS101 FQP Tit fFEltnnitf4 K POOTl4 MAI K MK MO IS 1161 IIS W49014101tis( GF FIE IFAM FANWKATOM OP CLAW. -An1Ic/I A160 MOPIIONSL"OvElEls NOUN INS.tago- .M4' i a-'S-17 RUN 4-4-4 1-6-0 1-i-O 6-4-0 6-7♦ FIM 1-0-14 12 K 12 e2 42 02 62 1-5-14 74 R F Has wagm 1-10-3 1 12 D 6 7261 37H 162I 314 s,�s 7221 \\ 4761 p@34 It 4 2220 '\ Ira4F IA 4i Ileo gyro M"t 1171 671 ar7 59F • � • 1717E f. 17It14 I Y (7.61451 W �1 7M0 ]a0 5si w 30.7 14 141!! t 20 ftf ►2 s-a-s a-a-O a+b "-a 6-7-0 M 1-4-0ft 42 et e2 "_0 NUILDiNG TVK: Enclosed Reeldentlol CODES Standard fmildiry Cods (S90CI iil�t) WIND SK19i 110 mph WEAN ROOF MIGNTI 151 IRm LOCATION: (Se) area NET WIND RESUME BASED ON DEAD LOINS SNDW BELOW W UPLIFT CONECTION RECI)IREOz AQ;!& R AT EACH WPPOIIT. ] SEE NOTES 10 AND 11 ADM. F- IM truaaars: 1 Manimum deflection occurred at bottom joint 03. M Max IMM LIVID Load Defl*CtWn Of .347' (6/161. In0*x-.Pd1. (L/1200) Q1 Naxlmum Total Lead 0eflactlon of .543' (9/161. index-.294. IL1616) N 1161!- 3 . 73 . 43 494W NPLY -3-ZZ-93 a /11 w3 ARW � 1x1101 ornslw R1tE gME: O.C. SPACING LOADING e+5f1 tt L1aHR awns 37'0' f1V-IS SPEC T-12 Ows• F A4 Aw c"SINEEM D P110OUCTS Inc V_2000 2-0-0 LL TC 2X4 02 05 STP 04. FOR Tom IRA$ INC - SOS 541& Q7 teat S. 6571 MOM. � MC UNKA f61OAC1: CENTEs 3706 A Sage- 25 Fad 1993 � GRAND PRAtOlE 2x1 e2 Of SP IA 75MI 7.0 _ O. 7c 7 �g �- 12141 Gia-7940 iICfM�allEli IIWC-'-16LL IDC O Q 924 33:.13 OL Mc t0 MENSurOUI fit 63 SP Ap0t1ESS $CAL E: WlisetM tABS PtA/E SPOI tNE lolat 41 1 elctvl 45 Mar GE 00160 1/9 n M Ia1fIA Ma K d K src YDNA 0441MA1 wbls, Y co"Im lig 1%.Its 7f.tt K M6lasts sa.Ef.If:ILL.fw 14t /k,7 MA199 LOAM G.Orms .a fa k,1/fs COM",atm• 110 •t' Aaf[f1i5%M-f1 /.Kw&1814199 11#1.10.1 lR:MS MO do w"wL.60455 o 94"1100, d.91OL awl M AWi &*A=&a.68l14.7.Y 4.AM ft"OW 9<A1I111G 11" 14 011611►t.IMI 00 af4:lfas Y MC to," 8.3.11011, MA IS 0 3fiC3 AAawar STslrO.fifR 1L% Atw"163 fk 11I C#dm s1Rlas IR fM 1ocame" s N GCCa 1901. iPNW. J1 Yuck 3)111011 WALT&K'.L M/L.. n3oumo.NwCl/s LQAS O sac M fCC01.sm af13 I SOA fatal i11r"No 01 we IfKg sl1lati i 1.4/r- &MCR•UM t SM910 4"*1f " %BUSS fOQA tf. osl 09004 M fwlC@6 as Now."SM Pm 14l N.L. TIO.AL Cfsomm SING4066 ftwISAX M be/101162MIL A. T-me 1fl3D.s lsasffrs LSC 770 131 l.1 N$A !f= IN Kt CtIAlS15IO3 69.51.1fa/SR ISS/Sr.N w MAft41y 4% Ws Qif9I rO/efts 1S pJwgsw lM 80170'QNW- a f0•H fAmLIS LSIX101411 Mo. LOC.fits N-126 soatm 17.81Ms11 LVA• IVa i R ft=s&fIM Mr1 VM lots&fOt WAS,KAU.bicho ICN 11t,'SSts 046 as HISS RSH.IS 4AX41 Ou CLAW cwcc pl RARS W. N WfS MUM WAS MEN C&Sf4000 f0.1-E LCAGIAS vow 110 1 OtiswsA,O.013M.144,AWNWIS S►3Tm f1 W .L Su1411.SIf+Dflif FL3 Mwams, 71 IOftC1:0 It,ATiS SIRS wk,SLAC 01 AfIfl 999[51 Olt :f1 MSS 041996. Mi14711i1 K 10 Y{sls LCF44 tall. N&A%$avow 21WOWSS $M fd 40100 CO 04 NUN IY.K 00 P MWIFIO IM IM Oft, M auffCl01 fSftf tons AM CA"&w 11W. JCAM&IMG NM 1.I9 005171 td ® 11MCAI(f A1/OUl6'4"IfGl 171 'Bios 1Ma110 CAW wqb&%U lava OA11i sawlt& N%EW. M016 ft"* A16 i1A 40441110110/Y f1A & lass wsmw IS fM%ACMLr ii h,""Lo W► INAM Y f/litlt.'w O) MAiFS In ftw*o rr w*2*Ossltk -CO 1 f2 l&fD C Cl -ARG11J01NL.PSAI"FOP VAQ 1116 IRLsom If ftsmatetuor oT FAMCAHA. -M/S SIVA IS M514MOM 0KI FOP Ift LQWS SHOW. FPOfISIbf FOR 1/E PREWA1101 OF P06196 WAS K SIM HIS IS NOS TK /ESK 1111LlT# ar /IC /otow fas"LAlOR OP UJOI, -AOIICIPAIM 011PIM4901. sPdDd5N V«/l INK SOW- .SM- N1a1 1-5-14 I2 02 12 F2 1-1-51 74 PLO' NNi Hamot *-10-3 1 12 Q i 7541 361 f 71610 3198 76z. NJas al4 730 5A'0 3419 r 7961 It . b ti If41 •. �\ 824/ 13" 1361 1740 SON E- A Das siP u ISI W f 4 171!1 93.6161 ] I 7A* flA* 337 I u 13.4145& 3tls 31s, 0 �..t It 24 Pt.r N F3-e i-H i-H frN 11-0-4 It IZ 1k, 02 CD A WILDI116 TTPEt FOWlesed Resldentl*l CGOEI Stw%Wd WA14 V Cods (SWI 1991) MIND SflEok 116 q* NEAM ROOF NIGHTS 195 TRUVI LOCATIONS Ifs) or" W MET VIW PRESSURE BASED ON OW OROS SNOIRf BELOW ] UPLIFT 00IECTION REOUIRE10t .� f AT EACH 3U1oMT. F. SEE MOTES 10 AND 11 ABOVE. M M trusses: f Nazism ODf)ectlon OLCVrroe at aotlos )Oink, f3.. Maxima Live Load Deflection i1 .337- 13/1W. mile.-.271 L/13181 maximum Iota) toad Deflection of .529' 16/661. )odes-.293. IL/6411 N N !• 7-23•,R3 04WW 1 22.-93 D.ai R r (V%%J-N _ CLARY OlvIS1on PLATE TYPE. O.C. SPACING LOADING IPSF1 WC LWANEE11 T 37 O 111-t •k,3 ALPINE ewlfEews PolookocYs fat a-2000 2-e_* LL n 30 ZXO 12 O* S1/ VA. Fac TIME IRM INC - SOS 5 Q tool S. calf V- 1 a O lollEw 2711 12 Os 5P fvlGrtcl: CEMTE71 3708 a W1E: ,25 F.r 1999 t1RAfo ppA " r Sf TlCRI OL 1C 7 Q 12141 5160-'040 1\Atf AAEAi-- 'litL-FON�51f' J-L OC O LATOW 10 522 33 33 Ol aC i0 2X6 13 SF' AMOf7ESS SCALE:1 LEa11f3 MASS F% it 114S1111►1f N)f.t 4) Fa1'.FPI ♦S 1/8 H town�a r O N VgcwI0•1•FfI•olk"m 10 miCcfO"ila16S IM%A 26 1aiI1"aa4l SA•EfyCaaa..W "M Oaa M01Q1 owe•L1ODRS/Ot/if0 N R U COMOOA. top / MOKOUS t•l/a •" q • KMMMff 16• w [•■49.1 �D vrrifl no In Ylban.IOISIV4 Comma. a Vim•av bf aAR OwU16•.tiro"*mr ab1 •L.aam%dov om "oI- W b MAJX11Y/AL11K11a/ w• IRA& 110400401. NO IS 0 0•L41 a .. aafa6 SIMMS WW" a 1094/6 UCS 61 1ST 046M SS►II:S n••O/RMN► OMBCAD IIM 0=0 soft .44a aM MU. Kl" "a6 lKIIM M .' a a U ItMOa1IM1 6MCIUS so"&R IMN4 IN K.olti"Nr Ian If1lw am axw&W bSi LAKS7 LIMIT""O 1.4 Ma• S•RtR-aM4 a folval Q cm 10%M. UaSS4 mQuo 6114waNi 0~4 V9 OIK/106 ai U•lC"fL•►O I061". /10"1 Gnsm S1816MM►!ju ILO M LC Walloon Pb V-w"a1l001I1"[M m :OC MA41 M IO 7.41 waC "d CLU CONi651011%d'G odpi 1 26M" to R CW Mass n!r bd6 MSHM CWOa6 li CITRIN ►IMI Kwoll lltNKa• " IaP161 NOCIS F8LK11►10" 1041 IOCa 611.E Y-Ii• 0a ar 0-CIIKO 7/r MIO} N-rta0*4&TO.•4 VY Hfi/0n allfa was c9mccRS l"Skim ma 6►.IMS KSfol IS Oaf4IM a CLOW frim ILARS Cil• M 11041 MAS WT 91610 OUSIMO 600 04 lf0414116 MMM M•1 4MOV-1A IL/OC Oi"tixb/wm= IMI Be, •4 4W 111 ff/IOORS F3" 11VIOS. {t, a GOI(=IQ"ftAMS SIZES ON WCL MI a/lq FIMUS O•.O 41 041"►404 IMG ALLAIICN mr,Ux 'DNaa CfJSV 1 40".. OaIS.S 1411M 11160 MIA W 00 aUr•4/ M 61b$w/K CA M/!VIM M MI.401_ l/ .9Iae1O"•RATL SRL7 an Saab DO•f0•" "00th SIMM- aMM MUS 0!616 "s ® •"Ol•a iE6 f[r.YO/6100!06 mP VaC1O6 WG%N0 NR lQaO 14 U1ep 1I/10O M•MM AM I.a/.•4f� WMi SSS- "W 1111mNaf/M"O /M • $"I I6SI00 R 006'0 KM►I /I 1010141 IMM 9MMIMS or _ 4M.-IM K II1a[S W wAS-11 TO 045=0000I51" -COW MCIFIER So vmmclttcp -AMII*u&6%&4116 FOP NW/LNG I^JIK%IS KSFV16TVUINI OF FAMCAM P. -MUS lows K 49SI(441M 4K/ FOR 161K %HMOs SAA. OMMI41 f" ICO PKMDdles(/IOODL wjSl OE/•IOL MO IS MW N[M-S"15[SIL117 ' Of 116 Own I'lloc All O UMI. •AfdICIDaIEp MPINxNN. IOS(iOA/U�fJ1 N17xt tW- .101• 0101 3.6-13 2-t11 1-0-0 !-IN 6-0-0 3-0 0 z-id 0 MI-a 4-7-0 ICL" 71 KIP f-AS-11 12 I: 1= Ii 12 IZ 13 1-6-11 ,1•x HOW 5-10-3 � Q 6 27'-1 X1'31 110/ 311/ =671 It • f 1 3x1 3700 '� "� 7Q2I 0 v w 213 1 1081 IMI f u/ 1131 1161 001 l w uJ =1 7x0 3/e 701 Li10 7110 L7 L• 17 611Il11 ICL 11147� wit —t u 20 faf F b7-• 10-0 5-0-0 5-7-6 6-0-0 I-O-O as I? I2 � 1-NO 37-0-0 1-0-0 „ WILDING TTPEi-Enet4»ed Raaldentlet CODE& StwKk"Balldlaq Codi MMI 1W11 WIND owns 110 q* MEAN 00" 111"ll 156 IMSS LOCATION: (SO area W NEI WIND PRESSIAE BASED ON DEAD LOADS SH M DELOY UPLIFT CONECTION REWIRED: f AT EACM SIRPORT. F- SEE NOTES 10 AND 11 AME. M No trusses: 1 NaxlsX4m 6s11eC►fOn occurred at bottom )olnt 14. Maximum Live Los@ Osf)eCtion of .107' 17/161. )nasx•.31 (L/)0911 Naxlmllm Tota% LO" Deflection Of .639' 110/161. Index-.315, IL/696) N Q 261/• 3-*-93 O/WV N Q EV -2Z-13 11,;1no Mw-S U>t165: 37'0' W-U SPEC 1-11 RANT EN STP4 RATE TYPE: O.C. SPa-4 LOADING O'Sil IMC LINEA 2X1 12 05 SP Efl . fOR TAE TFVJSS INC - SOS N CLL►TME E/6inEEaED PACfxJCTS i1K Q Y�000 2-0-0 LL TC 3a mC Lu+En Pf�,CI; CENTEx 3700 A • oatc. 2'3 Fab 1993 Med! s. 1!810 naMr Q, "Awe PRAMIL 14 73631 7.0 OL TC 7 2X1 /2 OS SP t aTauf ,O: os Q R44) 660-39doo ` ATE"`NCEI� - rmr—Fog �� Lt OC 0 , / 0601060 1s11/5.S R.a/E 1115141u1E 961 73.37 at mc 10 2x1 •3 SP AGOF4%S: SCA4E: 401 a1 17 f 1c*v6 AS Na• " •AIIEia 4/9 h 1P NAd"anal, 0 O 6.4 lfCP fie MIr1a1JI I/VAPIS 0 emacu f•►ANS INLL K UE/u.t*we"141I4CML0 a to, a14. Mrawa 000 aillAPt.4,!SUMO N K CNN PNJba. .J. 901 tfSMCAIif Lamwq wauus Ma1E- 4i.fNM_1 sec" ,NAP fga OKANO""SkAe C.MMN. An Mm Lf1I Tif AIM foxn f•CIO" LM- a.tll K.IR'11,41SMIN1 am. f• i'MIa1LAICOa 0,.b 144II;m OF we "a" ""WNinE_ an is w P1i0 ML3-a"swcss pLtel /0,L amssrs MMP 4b IV OdE'WLIO7 Yf OM PEC mmoom;IP 07J Sam sp-wa oft ERKIK macaw*S►.tl0 K'6- 4%",. HfIfNP.owe"O lrjt16 as WAC on ACQuawm Mrw Ian sm4p 0,R OWN,01 K/aKSa CS1Ff0/W M w- Of1PCLt1 aaaT a MOM"O/aO wtim v4ss owe 41L4pYiK Meow WI OWCN4 PS,.NCP ma RM Icawwa. titan Kith asap 10f RRMr(f M 4L uuomm ti .-0X401 1rPMfft "dKta `AC OW Was Iaf IffL !OC NI ILL C 1PrlS6KA 401 BOOM Ls!/t\N St andO dK R% LAS Ltstfl/W44ma K 9M1M IPI MUST W9VIfK1- t rOlsF rwKICTs Mai iat1O1 1271. \SCJ FILA 01.120 e►am••a111611 SAN' T•so i R.WW40 6&I"m I11- $so*0`41%METAL Rfi IR ClIft"s Kia%^du$MG ^ A Wo affil if aao of CILAW cmec 101 RARZ Oa. O IM IS TWA&11AS RUN MOM"win f-e 1910111 goof 0,101 t WWLL O:Ow too IOWA*SFWM •1 fa-•1 aM111*fYPOMM via IftrAp". li X C0494fO11 R1TFS$M..MI saa0 01 trio Vale"/►a/ IN INfs Cftwf I tlIPSAA& 17,rt 1d 9+4 9Of"Oo ren. to L%iota 014v u f4 /0 fMif W M NINA r.K CA CO MRO 10,gr/u Mo. 1 CI►"Up RJIT VMS AR CIL/ai OA VAST- LICAM ANG altw 104S M31418 Na M T14"Caus 101-6 tMAII410 111 IECI L NWGLDO too 90L!g( VAPOR CWWO DismisO me F 1tML1P Insist Sam Uri I+m a0ma so""OF Nl 0 AMS"SIM I$ara►ICALV gM saP1o.]Pr IMAMS M N tK%P10N 0,r AP1ias !C NWJI FfP 99AMNI WISOf l -AMII 7ML RAILM 0170 tUMMNG NIIASSES IS 1ESPa6t011,11a OF FlfyflCAMP. -TAUS MM IS KSIa"o<I FGA Flit LG1e6 111711►. FMISIO/FOP tK FIN[W11110M OF 000046 SWO 1l,IML 00 IS Inn M IIESAO1610tLITI K 11( IMAS fmoiciLlop OU CLJPO- y -Int/CIPAS90 AMOINASOL 1001111Uf WOM VIAL IO141- AM" PON 5-2-1 5-a-94 5-2.14 5-2 2 }I♦ 3-7-01 74/tt 1-6-14 IJ) 12 82 /-3-141 "x www 4-20-3 ! 12 a s 3sa1 3011 3M 300 3100 1 I 1 1 1 It ` ?4100 Me N ti� it" 2'x3 g41W 8328 8061 ttOl Ni41A 3411 a I 0% 590, 9712/ ' 'I'? : 7slope lash 1 W 110 304 41'7 m 311143X0 (a.aJ41sift sags z I2 10 FI.F F- s-a-a �-141-141 s-0,-14 3.3-141 s-z-s 7-0-0 es n Fs 12 M 1-H 1-e-0 M 0,7-0-0 0,P /•� M MOIR4 TYPE: Enclosed Residsntiat fJa cmEt stasdsrd Wlldinp Code (==I 1091) W YIN) SPEEDI 110 "A NEM ROOT MIQIT: 154 TRM LOCATION: (SO area W DIET YIM) PRESSIMlE BASER ON DEAwD_t�S SMN BELLY UPLIFT WNECT I ON REWI RED 3 0 AT EACII P Pp GRT. 7 SEE MOTES 10 AM 11 ANME. h M No tresses: 1 MaXimuo deflection OCCurPed at oOttoe Joint f4. N Maximi, LOWS, Load OatifttIOA at .494' JO/16J. 14111412-A. IL/8991 MaXimm Total to" Deflection o1 .773' 112/161, Ind41X-.410. IL/5741 �- hfWC001EMKO CslMft .42' 3-t 3.93 04A1 cv ARE-v3.•22--93 c..iaY� rn CLAN' OIVIS10M PLANE TWM O.C. SPACPS LOMIND VS" TC "MOM 3),91 M-9 vec i-1511 ^PIAS EAi6:tEENEO POODMIs Inc V-R04o 2-0-0 u Tt 3O 2X41 412 t>7 SP Do. 'AKNF TFAW ENC - SDS Neo/ S. 6511 wtgn• MC LuaEw Pf+ jmv; CEMTEX 3706 a - GAff:: 25 Falb 1993 a CAANO PMIMIL TM 75090 7.0 OL TC 7 2112 62 03 SP 1I1T1WT IR 12110 Galt-39io R� 'Ift—rc -3 L I_L ac O of:As Q 594 33.33 Ol PC to 2X41 83 SP AOlG1[SS tEw41EA Tal/S5 Aa1E IIa51tIVlf ION at 47 EXCEPT 0,S NAY YE fUlAO I •. H OtWt>t'*r.t4 M M Ito D4CKs1O moulwAs 4RAOM 6 0044tltls s9ali1 204" W trb/KSf4 SwstlN^A 0 O3 IR r9 most%#cKm an"40 sSatwo N4! "No"Am a►s sb � NM6KAtq 9aFtwta tomac"d o,a•t 1104 oM,.t SltcifaS. sM1 IN"04wos salsoLm 94,6001. 0 Woo WA 1st 401601 WWA&#.4144A AAr Awls# 01.11016 IOWAV.4" sI•• t1• SAVIASO IM y4"OL'I q N 131 MSAs. +OSIMNs3N. me s0:,"saM..ItM,tsd 161116 taltAf, 344. tsaW'S~ 4k 1CP 0016 WL143115 A•t NOW MCC*s0A(.9#aaout Ml" sw..4M U1 MsiUi Some a Ird"s K'*,L tM4a, tat*+A%w,0010x04 SrCNs K Rli W Msi7U k%x Nos NM"Maw ala"me at tet ttless quite 49 Lt 1st. 61KC0.a s6/itlt •01111A 44M SKOCc :it"s IA40#44AMotie OJW4 WN oNty*so uut Wt RM1:00104. 11036 C"10e 0/4/64966►.MWStW 61 Lt WASSOMMtI 1t 0•7004,0t'M73st,K*dmft tac 934t fa Wta 7494 "a Ali MA 40M&S19111,&00 M OMMa MMMAM M K CMMM&NM Na, %'4S M1*10A COM4 S 14 CjMW* 169 MISS SWIt KlA tOSOst MMNActs avclavoo- !CM3. goes 1111 M-sit NANC OG 6+0WIA4W S/N 10011.0 tt+'010W WAN A tsl' tlwa 0973 WA&RaM 75s#0'csm 011x3 UI=*Arb it t.1%UM#*t is*+1"OM;x5+0 435006"4101,stAl s m t M Wos MOM MMs MOs OOSS4.0"A be aL,Mtri 1x64 5401! *"*A CW,1AW WA 0"IMIStS ift"11 so w *t bots t/sloww"to*NWAWS. IF tttltt'ClOP SLAT11,"M am 8013"p"M roxi's 04• W ibis WYtltd 1161WAATI3W WC Mil SAM" t"Oft Shit, #taus W00 At.tnatst sM 03 WWII ti DA ot66 M►,K OFA to sOoiRM lA AM woY l3 Cam"W06 st#1t 91!13 AM tnati.M 617.101 ,ACUM SLNSr ti M,MUS 0031011 Ib ® isOSJ Ski 0%.sttK aACrrWA, tM YttiM tWA 1140 6114 tMMAb 4A totes QA*jsi 041VOIMOM M M uVan, 16.0011 U40T3 wo W Jtiotttflw U 1.A l 1,4S IASIlit If MWRiI.sLLA It 1000"tP S►w,IRAN'S ar 9cs18400 N "L*Wf AK w11.N RP M-00400141104 •OG !Af SO I + -POK1411K MtMlF7t f1lESStf tAH 1T1$Q. -AMPIUVA KAIW*aN 1410119. tl AIT% is P[tsaoss ill tr ormucolux. -1141S TRIM 15 IIFSIOAS TAa+*W FMC 40"MOWS ~5104•4R 109 owlseatem at Face 6 0x0111 ON WOOF sm is bai 64 04LSVI045191LI" cr at IRAs FAMRICAUP Ota CLAM. -Onl%CW&IIS 0105061 Gt7Aa W+911111 04"MAIL<OsQ• .117' 1111 3�+1-ta 3-3.2 6-2-2 3.3-14 3-3-I4 6.2-2 'b-" ftx+ 74 561 135 14 Ttt 9.3-94 >x4 x xOI 14 02 1•-3-14 74-0 >: w•itaig►! 3-13-3 i@yr gti ( IN lis* 143* eai 7►41• Gt3T Ix 2490 axa Us t1ta7�,t N#740 sxm;mr!�� ass* 4� a i7077• 7W 7201 248• 575* 47* tee 1 581 3t]et All w' w"7 S,T4 1147 4tJ 3.Q 3"10 � 4110 it 45 i- 37.3-0 0'4'01 7 J¢ ela 2007t ABUILDING nest Inclosed Ruldmtisl com s3tamultrd owl codas (Owl 1941) & OD VIND SFEM 110WAN RM NIONT: 15, TRUSS LOCATION; (Se) am MET WIM JORESS Mt$ NASW ON OEM LOW E1SO11M MLOV UPLIFT COKC114N MQUIRM: t1 AT MR st1PPART. SEE NOTES 10 AND 11 AIME. M? No trusses: t Spec 161 10541109: A8141' t0 Load" Otagrae Q1 MiximWt 0411tct ion eecurrea at tlatteo 1011 Mt /4. rASTW I*Kr*FB M1TM x w•e4re N#gO1nA Maximum Lava load 00110Ctio0 Of .534' (9/16). l0dex-.433; IL/8311 Tw sea#WAILS Ira.c. Maxiolir Total toad 001leCttOn of .837' 113/161, 1rWde.e.452. 11/5301 ea7 Sao WAKE Wax ._ r+r:C0HWJ4K9 C*taeett .45*& jay, 3•Z=-q,3 O1tW a" MIT nuts u's.c. A FASIfA AT tip Mum ALL V*ACL V0tWSt. �V 3"�,2."�r �yJ11'1Q (} uataT M6ta. al wr tlaQwatt#wax 11..0713. w�►1e TrrE a.c. 3101760]LOW1wso*ssl ti UNKI& 01194,1037'O�tir•7 T•as2000 2-0-0Lt TC 30 2X1 e1 On SP ttaa. rat IN* TOM 1110 - SOS LIM OL 11c 7 be LIMEA 2x6 at AA SP PMR7Ect: C6T7n£x 3709 A GAN; .25 Fab $993 O .K 0 01EK LATQtN 1R 1V,r tc 2x4 13 SP AFAXIESS: SCALE -" WY W N4tla 1/8 V h a.1tEm 0.n1 OF i SO 9mcN 110 a.7rh►m/70010% Y 00.4./-1 tuffs,20raa K M61f&at0 SBMa001Icak.at 06r Ata lease.Q%JFO.0.01x46 Alsto"goal OI.f"wom. 0M J06" I6410cs"s!SRM OaLr.MMI. 1.84 11M-1 wccffy ATO ltt NA00.IOtSMt(CG71tIeM. .701!a.10.n M A7/Mf BR.I$S.1.at 1,4`1b 7B0' 4090 RrfJw sw&h *a wr- 149 811161MA.110r AM~I1za 0, "mas, Stm"4w. AN If w 0000E0 ALLAO.Af Sona low"m .a. &&ACS.6[D fA TO.O046 VRgiS 010 001 fF1901lOm N 0=0 1011t 00.0+&4 :N @Ok..:U%99CABIBUS frP1lO K' 1 a Baw: Ie 4wip.0-t9a 9-106 K 14C W S17Gf.fmg*r111 $a1 tuft. .*a 689[1 C01 B.t LAZIO 4110111401 Or 1st IAA• O1f0ck�Sawn a 161701 C000 911%'1. :&CSS 0012o 11049Th MRM ws f010tf74 ai lKifT-7l I.M IJtIfAa. 0 1)+004,C1,919f SfA167f04 1`.491[1 M*9 WfaaW 9. t4fY$0"OPAL MP7lS 1110 83" 01010 10 i174L `J/CC Ili Ka C11 VMWIU.ears 18x[16 1SSIG"10 tt CVMJMBa.&.l7! UAS MSM C 4D%*K!+1019.1 q1 4SNr SwIrKA• n Few=661maw.K/SSMIOOiM Pitt MC1 Ill[16'115 wmam we 619!11 sar 1m4f.j R11000 a4mos a t/2' IK.4 FOS Iit/a RaK WIrCtMA opea If mas Mp lL a PWS 471111 IS#AM OI MIM•435119491014 GLANS OC• 41 M17 ftm Ntl town C"Tam fm 0K&COMM 14Po 1Qa I 00404L O.44L1fi womps WLp 01 IS. •• O.YS)le S10POAI1120,Ill MWAMS y CD14C10011a.AM UKS&1s, LKSM Of AITIL FONAM Oa. 41 10010 Moto. M6UaLl1I0.MC t4 9.114 carat 1044. Ulm 00760 01`16!014 W O W1,M01 6 M /ltaa w.4 an M.Mlrf=M M,Bars. 4) ErM901I1 faAVE SINS Bat Lwt"QU9 064r B701r8S 10111 0"t-IS CCS1401 10 @1.OICITCS KAAkw.144114. 191 SISCIIL VACLUl C04 V.QA*a pole;tllwa 0,10*611a 06 V.47B4lr Ya$i 1. Cf4 060 W i1.1Olf.tM.Q VK 6 401/S I$"SIfi.It .fticAe C N 9 mcg frAr 140lS 0 0=11Cw O 01647 14 A*.71 90•smowev$Mi14i -WAFIQLftT1W Aff,6V1tWV116 SUMCD III VA101CAICA -i1EiE1111K IIAMI%s9 sms 10T U6D -KOITIOW K 4190 601/tl1CLI44 ISRO S 15 KWU1512601I CO FSORICA101. I RH 1-5-14 Ii fit 12 12 1-5-/4 7i 161.5 14 nF Max 0111tH! 3-10-3 � 7J-* 1`I• -e 1290 1290 Iz BID 12 N 2'W 2401 N �a 1231 1 Zia a 851 1x21 0510 Ft20 6a/ �- + w w 20151 less$ 3m4 U4 :1 I: 1x.5177& p.al 741 3XI Sze to 45 lO KF 7-0-0 3-1-0 3-6-0 7-0-0 � .: 12 7 1A• -. 6141 6140 M '-4♦ /\ �I111.01N0 TTPEs Eliclesid Rfeitdorltlit OD 1/ 04 0=9 sundiM Building Code (!sett 1991) 4& vim SKEDI 110 wph mm ROOF NIGUTs 156 TRUSS Lt1CAfiQNs (Se) iron W NET WIND P49M E RASED ON DEAD LOADS MX BELAY UPLIFT OONECTION REQUIRED: , - 9 AT EACH SUPPORT. SEE NOTES 10 AND 11 AWK. N �) No Imssos: I Manlius Cleflection occurreo at bottoo joint 03. Q5 He in" Live Load deflection of .684' 13/161, 1nOir-.262. (L/13701 Na11er fotal Load Deflection of .288' 15/16), Inda1•.274. IL/9751 s� llEv. 3-23- 13 ,04W NU lm(a V 3-2�-93 bJlt%D 1�wS CLAPS OIYISION PtI11E [YP� O.C_ SPaC1910 LOAD1116 i'SF) 1`c tLUt�li 1RU5+ 21'0 0-7 7-17 Was. I ALPt1E ElI6TNEEMD PROD 1cIS IWC Y 3000 2-0-0 LA. TC 30 2X4 92 Ds SP EMTs. FOR 111UE TAUS5 INC - SOS 59`!1 Il 1801 S. a" P111rt SC LUDED FIRD EC6: CEniEX 3709 a Dam 25 Feb 1943 a Ciu/0 PRAIRIE Is 7"51 7-O o2_ TC 7 2x1 e2 Ds SP LAraY1 1i ' of 11 Q 12241 ow-3944 Vc"C-§f16AJ -(W LL OC 0 332 i 33 39 11L ni. 10 Was 2x4 43 SP AC4MS& SCKE 0amma IfilSS .i&ft 1"%$1tuft $OVAL 47 1 f-cres as fur of nrVis, 3/16 R•, n. Iu�'�1K►E or 09 /tt Isom MYw"&*ADM In CIOMMON/ulis 2*44 D! 10415 10tH Mwt i• 1DtLr DD 040M1% "a mako1 Oc 69010% Net+iPS af4a� atwlu0al ma. 1& � IiiC►It1 llwft MKUi.6dga wd "j�Y gatlti i0 1M 1-40/%600 1pe1W 440$MN. 400 199P 9�1 1.4 AiM eood"M I lob L! alle 8.1000 1•e M.6 Nt' ov SWULAAl/ao No tRL117e or bt *am$& "WAWOq. 00 IS w.148tH 8".UA Lt fTIC/e',~92, am, maws$am U 10 tido R1DtS Alt.07"Clo"2CEL N w3ma 041.a U.•Y.. :/I e1,AC1.i l mcm S►.Qb K' ,a a.+• 1S.POWM-MKt16 1.Oa4 Be mf I"AtOOKA&M NM N Ian Instal am"Ke on%a tAllsl motion Dr we NA- UNCII•Sart •OOlttO 41"&va act t/1M/ORD e1.e111ill "OVIDA w 11FlC1NG no t1C-Ilio.►461CL11t.A. Ilam" 1tsleu ume. 160 6-Aka r0 M be M114104 h I-BU10 S/f/41AL aSOdR lac 4651 h.. 44M M14 NU .I► MS 613~61011 Qd6 t81AtSA SAUA"/0 Of a7Af1NY.►.s1• In"ft3/4s ImAra%o Is C./o1S.1 NI 1lsta.!Krol les• ww"I poloxC1s ASSMISF1401 Kot INCA FUG t-fri ORI"en 611.40 Li• U14 N ft"VW 2"OA1.1.O 1/1- 11"J41,SDA 99F.L NAIL Ql1Ci1q sats MMAE1 ASO ffff a opus a1L11a1 K o9u lw"#A#/'l11•E a""%aS-. K 1w1%iROi WS Sao"ORsam P4.s.•4GA014%SMSIO 1.InA DArew eP elUCla afilum Slhttf 1/ q• s 1 (/41 of,so"464m 4.71 wums. a tOMCtdI s\AES 117E5.K MSL 0.Ss1At RO.Rs aA• W olds DSAOUS totil4L"Ilo. am Man a"" cats. OVA. 154.99%.431D 11.43mpS 1110 14 sawn of W wi iA 0S.K 0101 P I100ts1110 Do Aw 1.10. 4 a44=100 PAIL 11 KS■s4.CAA.M/Nl 1001M UCROM 11-e1S 0110 MIS WSIiI IU ® 160ICJIIS E.PIK.14!1130 IT Dt:1Al 0I0FQU6:W 90AS DE 1SAOI ONnO O11sPI11A AM of ttlil.. Hili KAST% rs6 Ire•MKOVISI104O 1441 • ..It calla.IS sf^$CJ01A 10 S..sTvp W" NUms 0s 1/eCIND.w M4Qf 8 NO-14 191111nCSPNOIO LING -CO W NO L21611116,3KCIr1EQ 01 ICAT -N-FE1111f[ I jMP SIFCWS 101 USED. -1tnlologtt FLAIDis fan WAMIM WAIMS IS trSP1t�41a1L111 of em"CjTm. i -MSS TRIES IS OESfAIM C,O/FOR IW tGADS SWC1/1. PWVSSIQI ROW M P11CM11/04 OF PQOUG NO$ K Mill[ 0O 15 LOT 144 FCSPOSIG7t11i • ' OF TME TRbS IAWgCIIIa/R CLAR1_ IMA1 1-7♦ •-•-0 3-0-0 1-4-4 I-7-6 11101 l-3-1A 1-5-11 7•Poi Men Might 4-10-3 t 12 1 Q 2771 2730 12 c 3721 3U#N o p a a w �•7 7 leoe 1601 r 861 1191 lose 060 s>;ae was W ;1 1; 13 s17ea f3.S13as � °io sAe 311• 711• 20 PEi N 9-0-0 7-0-0 9-0-0 M I-•� 1-4-e (WING TYPE: Emlatld Rsoldentlol 21-0-o Q BCODE: SINUS" WildirS Code (SBCCI 1941) a2 WIND SPEED: 110 mph NW ROOF NIGNT: 151 TM= LOCATION: (Se) ores NET WIND PRESUME RASED ON DEADOdDS SNOW BELOU W t1PLIFT COINECTION REQUIRED: 737 ! AT EJACN St1PPORT. SEE NOTES 10 AID 11 ASM. M w0 tt•ussas: 1 Haalellna deflecl.lon occurred at tmttw joint 02. Qti Managua Live toad Deflection of .069' 1!/151. Ince■-.094 8./36621 ' Netlt\At1 Total Load Deflection of .108' (2/161. Index-.104 tL/2333) r% e0l. 3-23. 9 � o/w N Q tifV 3-zZ-93 w.np Mars n CLAM 01VISGi PLASS FVM. O.C. SPACING LOADINS IRWI TC&UNWoe fwim 2110, H-9 1-18 Dos- • ALPINE ENSI/EENED P510MATS Inc LL TC 30 � v_r2000 2-0-0 � tt1�R 2X4 02 N 'SP Eli. fiat THtIE FN1I'.15 INC - SOS s boo, S. 65U now 7..0 PFOLECT. CEMWX 3706 A DATE: 25 Feb 1993 (L WuWW PRAT if- I1 75051 OL TC 7 2X• 02 N SP 1tf Q 121q 600-3s+0 • -1 L u GC O tEg, LATOW Aft Oi Z•• 33.33 ut OC tO Zl1♦ A3 SP 1100FESS_ SCALE. SE.6EA 1Nt1S$ g1iE INStI Wtf 1014 41 EStE.P/ AS NA• OF $g1ED 3/16 ~ A, .uia s..a► K or we IfccV we olmaw wfocs_ ■ CZACCIM ottTES SKftL r 1.6/1tt"tf1►(aSMAL&f r 11w AIA x916101 QgVI)ww"S As1LSit:lY M Ctf.N04061". ►s * NOaCAwS I 41tak^ aflftl.o frrRl* hi►w".. N tf'EcIR NA Its.Mlfgw.gtllef4 67itod. CP 2:01 1.Y1 1.E 01.11 WUAX&6.411.4% III• ablff f n"M 9t1IM1f6 f/!• .At ~Ala 69 so.Me.owt face cr 1.4 Ifmi +Sa.'o/l a4. IS d MI&"w.Y. L&MCI* fMUM ALL Flows.QTY fw #-w CKUM i LK"./e vim/E IY 60CAP •a1, INW1[ + ► .n 11% 1/*AEfSIR SPfttWlaw row.' •t bwo larow.M►CIAY,1-0&6 at a" W ArctfY.f•7•Hw F6.*"Igo A�6AQD O.Ir(l►IM 9711/.71 O IK/Y- 633*CR.AAYA •ootnw�tntt:. JOSS 4104"%,wA/tlt =64cm wt 6NCIt6 0e UVC110.P.<9CAIMG. f /IOW.CUI Y•Sf+.C+l &PAttSKD Y. IK aM/19909 % V-~alpmeAL KAdlotc IK a.i r. He"is Slot W Alt C OF"3610.09AV f4trUa ASIAM"991 K 09M ARM•.61 I.rlf Mug"clog 4i K twowto H•t OCS19.w9c"190• 0. 161951 V#40.c1i►SS.tIf1164 ?AL DOC►Fat[M-626 epim tar 611.01 N6' a.tY 1 wfsA6a SeaG.YA: til' 11996 F971t1AL ftAK COV400I,aNX6 MAWS Aw as t..1S OFS1W 11&LUD Cn CLAN*t991[4"w1"IIS 999. w II.IS IBES-AS abttl Gm alm f0t 1K t6f6166 salt. "141.1 GRIANA w!1L[74,MLAIM"w6cm t1 K' •. LL0t110 ST"41AP 6 fXX tf a6$t. it Loomclow hAttb SIRS Ot"W&a Min MIMS Ot O.MS ONJAL A. "SMAJ11991 01:.8 Slott t99i4cb 4.60, %V%E=.DIED 4FIE%IA 1Y t6 60411A Cr 1.4 oft"YC K 00 a Allow to in AM of ► f. .r C211[CICA ILAY9 SITE$aW CAW;&" 00M 4.CAM self *oftTI.IS 6131!► 161 ® I.RIC►t M 6EAROD t0r-t1199/ 171 SKCJA Mop MO LIN *040 K Idoer DAIAQ 94I0Y8116 0 0,L041. wale,iC.li " It 04tMf6114f V 1.41 Y 1.4%at6199M tS AAWICA&Z FO 9p.YP 0`10. MEAS CF OR'i1471 O WAWS 169.196-to R/9l0Ft16►11016 Il r 1"t W.SMVIEG 40 04401510 -6001110rva R/1114 Fw KA"X" "NAIM IS Ptwols1ett.11f ar FAeMICA101. F&M 4-11-12 4-11-47 5-6-4 FLN 6-55-14 1-5-14 14 ft/ 1015 w 1 flat S-T-� Iz Qe a6er 12 37ar 9796 N � ] A ,� laar 11176 � a 6G. 13Gr 1596 6w W � e66r swr ] h s17ee ia.1U 776 sag �� aL� �- 3Y4 22 FL1 7-0-0 7-0-1 7-0-0 M AWILDING TYPE: Enclosed Residential 1-41-0zF-o-e 1-H i CODET Stalderd 6uildinq Cade (SOCCI 1991) W WIND SPEED: 110 epi► HEMI Roo► NIGWT3 151 1*M LOCATION: (So) area MET WIND PREMNE BASED 6111 DEAD LOADS SRDW RELow W UPLIFT CONECTION REOI)IREO: _ 737 / AT EACH SUPPORT. ] SEE MOTES 10 AND 11 ADM. f- No trustt9: 6 Maximum dtflettlon occurred Ot OOlt9d, )OM1 02. Na111eUe Live LOao Oefltctlon of .069' I1/16). lo4t.-.099. IL 3692) I; Maximum Ttt-OI load Offlection Of .109' (2/15). lfldea-.104. (L/23121 A aev. N r--V 'q3 win MU-* i CLARY OtVIStON PLATE FYPE: O.C- SPACING LOADING 0PSn TC S.le6ER 26*01 COIYIOH T-19 Me. r ra.rttE EN61tEE6>ED enouC oTs /wb v_x000 z-o-o LL Te 30 2u4 02 H SP ENG. FaR TFC fars5 INC - SM 5 Io a. tool S. GSI/Fw"- eC 1.46101A Prp>FC7: CEHTEn 3700 A OY1t: 23 Fee 1993 6AANO PRAIRIE. SA 73051 7.0 OL TC 7 2111 P2 H SP ♦**CAVI ID. Q 12141 660-7940 �T'f-MWA," t#K-Fd4-WC tt OC O Wes 108 33 )] OL 11C10 274 83 SP AWF6S5: SCALE: .0040" 1/R1SS 64 all: 116Etlure rout 4J EAC1P1 AS HAW eE .lolau 3/16 CITY OF ATLANTIC BEACH 11 s 800 SEMINOLE ROAD J ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 ills) Application Number . . . . . 05-00030407 Date 5/24/05 Property Address . . . . . . 1227 LINKSIDE DR Tenant nbr, name . . . . . . WATER HEATER Application description . . . PLUMBING ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor - ------------------------ ----------------------- ABLE, RONALD ALL-CITY PLUMBING & DRAIN CLEANING, INC. ATLANTIC BEACH FL 32233 5260 JCOMMONWEALTH AVENUE JACKSONVILLE FL 32254 (904) 695-1558 ---------- ------------------------------------------------------------------ Permit . . . . . . PLUMBING PERMIT Additional desc . . Permit Fee . . . . 42 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 42 . 00 42 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 42 . 00 42 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. 4-k BUILDING OFFICIAL CITY OF ATLANTIC BEACH r � PLUMBING PERMIT APPLICATION Date: Z Y-.v5- Property Address: 22- 7 L-�c'^i'7 5, c� ye- Owner: ,FSO n/ 19-91F- Telephone#: 2q7- Y'91-19 Contractor: /A)j C-L'4LI 69/VM L",V7c, Telephone#: 3 q 1 - o i $ S_ Contractor Address Pyr- __ '4-e $Y Fax#:_9 OV 65L-23 Contractor Signature: J�'� In consideration of permit given for doing the work as described in the above statement,we hereby agree to perform said work in accordance with the attached plans and specifications which are a part hereof and in accordance with the City of Atlantic Beach ordinance and standards of good practice listed therein. Installation of plumbing and fixtures must be in accordance with the most recent edition of the Southern Standard Plumbing Code. Plumbing Type: If other construction is being done on this building or site, ❑ New list the building permit number: ❑ Re-Pipe Number of Fixtures: Bath Tubs Showers Closets Shower Pans Dishwashers Sinks Disposals Urinals Floor Drains Washing Machine Lavatory Water Sewer �Water Heaters Sprinkler System Other Fees Permit Issuing Fee: $35.00 Total Fixtures: X$7.00 + $35.00= 800 Seminole Road.Atlantic Beach, Florida 32233-5445 Phone: (904)247-5800• Fax: (904) 247-5845. http://www.ci.atiantic-beach.fl.us Revised 1/04 Cit of Atlantic Beach *** CWTQB;R RECEIPT *** UperJ BORDERS Type: M Drawer: 1 Date: 5/24/05 0 Receipt no: 57441 Description Quantity Amount 2M 3W7 BP BUILDINS PERMITS 1.00 $42.00 Tender detail CA CASH Total tendered Tot:s t; 777 000 �O�D tp OO Qp pp W W W NN V V V Ol 7,ch UUU AAP N1 1 1 I i l 1 1 1 1 1 1 I I I 11 1 1 1 1 11 1 I l f 11 1 >N A— AN AO ANAtDANA00ANA V ANAOfANACnANAt►ANAWANANANA_-�A_N_A_ II II II 11 II II II II 11 II 11 II 11 II II 11 II II II II II II II II II II II II 11 11 II II II II it II II II II IlV 11 11 II it II 'D tD(D ID 00 00 N co co J V V V V Oi Oi O)pn p,U U U U U A A P A W W W W W N N N N N�-+-+-+.-.' vUW�cDVUW--gyp JUN000 O�ANOOD OfANO VU W_tD VUW-.ip V U N 000 O1AN000 OOiAN l9'£9 :o x V ££9L -U o t D o O g ` z I 1� 1- co V Z o a 3 < Z I S£'9£ p � Z ------ 00'tS t0'Zl ££'£Z 1 I VARIFY ELEVATIONS WITH MUNICIAL POWERS r? BENCHMARK (HIGH POINT USED TO DETERMINE A.B.M.) 26" A.B.M. ADDRESS: 1227 LINKSIDE DRIVE GRADE TYPE: B 'CMMUNITY:SELVA LINKSIDE SOD: 2943 Sq.Ft. LCT: 79 UNIT 1 7 PALLETS DWG.: 7 9 S L 1 . DWG FENCE: 104 (peintex Homes DATE: 05/23/94 FLATWK: 800 NORTH FLORIDA DIVISION DRAWN BY: A.J.B. FNDTN. TYPE: MONO 5zCALE: = 20.00'