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Permits 1451 Linkside Drive (vault folder) ADDRESS- �1 BU I 1,I?I NG PERMIT NUMBER INSPECTIONS: FOOTING UNDER SLAB PLUMBING �� ~ SLAB 41-0( 4 FRAMING t5-- S COVER-UP-5--9-9 INSULATION S�" 7 —.9 FINAL BUILDING & CERTIFICATE OF OCCUPANCY ELECTRICAL PERMIT # llf3jf INSPECTIONS ROUGH J` rf r(f--96 Q � / FINAL `�' 1 �b MECHANICAL PERMIT # 1 `7'2._- PLUMBING PERMIT # 11-742- NOTE'S : 1742- NOTE'S : i' j .. ,si 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. C7 BATHROOM GROUP CONSISTING OF SERVICE .SINK TRAP STAND WATER CLOSET, LAVATORY i BATH (8) TUB OR SHOWER STALL (6) WATER CLOSET .J'_NATER CLOSET, TANK OPERATED (4} EVALVE OPERATED (8) BATHTUB/SHOWER (2) URINAL WALL LIP (4) SHOWER GROUP PER HEAD (3) FLOOR DRAIN (1) SHOWER STALL DOMESTIC (2) LAUNDRY TRAY (2) LAVATORY (1) 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 (�) URINAL STALL, WASHOUT (4) FLUSHING RIM SINK (8) COMBINATION SINK AND TRAY WITH FOOD DISPOS. (4) IURINAL, 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) EuRINAL STALL, WASHOUT (4) TOTAL FIXTURE UNITS % $20.00 EACH $ C � C)� JOS IltFORMATION (),PJ r -aa CIT Fula ►TL N�`I ' , BEA , `FLORIDAq- 0 aL {{ d 'rF b yrF 1, � 5y. . Approved by APPLICATION FOR ,,ELECTRICAL,, PERMIT qy " 0 0y TO THE CHIEF ELECTRICAL INSPECTOR. DATE` �19 IMPORTANT NOTICE: z,,° � ��� A IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORM SAID WORK1N ACCORDANCE WITH,THE ATTACHED PLANS AND SPECIFICATIONS, WHICH ARE A PART HEREOF,AND IN-ACCORDANCE WI HE ELECTRICAL REGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES. -- ELECTRICAL FIRM: ER ECECTRICTAN NAME +- ADDRESS. lr✓ ISr` RFD-----WX BLDG.SIZE BETWEEN: W RES.P+ APT.( 1 COMM.f 1 PUBLIC( ) INDUS.f 1 NEW OLD( 1 REW.( ) ADDITION ( 1 TRAILER t ) TEMPy "`I~• SIGNS ( , ) SO.FT. SERVICE: NEW - INCREASE{ ) el REPAIR t I FEE CONDUCTOR SIZE AMPS I C� COPPER ALUM. G SWITCH OR BREAKER �' AMPS PH VO T RACEWAY EXIST.SERV.SIZE AAMPS.v � PH ¢ W VOLT RACEWAY FEEDERS NO. 512E 512E, ... s NO SIZE`S iy4 LIGHTING OUTLETS CONEALD OPEN TOTAL 9,4 r RECEPTACLES CONCEALED OPEN TOTAL 0.30 AMPS, t 31:100 AMPS. SWITCHES ' INCANDESCENT 4, <aD FLUORESCENT&M.V. FIXED ` 0.100 AMPS. ovSlt + k p. APPLIANCES r3 '�, - _; € t ' : D.b�3� ," ��1< BELLTRANSF. xn AIR H.P.RATING 'C-`i`„H.P'RATING -`—iir CONDITIONING COMP.MOTOR A'OTHER MOTORS AMPS' CML HEAT: KW-HEAT `R tt 0.1 �, ,., �: : I)VER MOTORS H.P. VOLTAGES " ,PHS NO. N•P• VOLTAGE PHS MISCELLANEOUS *,• " wa.r,:. TRANSFORMERS: UNDER OVER 600 V. . NO. VA`' .. NO. r , IKVA 'NO.NEON TRANSF. INO. VA M& . MOTOR SIZE, ,i, ,SWITCH FLASHE EACH SIGN y r $ ! +e &V r , �� M FORWARDED 9 n 3' i S TOTAL FEES t # D1e 4'S,r _ ktt� 'iiy-1� n �i t ^,•-`' It 'jai D yD4� G :'.� s. i 1!34-3-MAUor,-f-z- 713o f eWrreel-YOGA- CITY OF /`� 3� ial Office oBildin O REQUEST FOR IN N r 1^13 J Date P it No. Time AM' Received P.M. Job Ad cality Owner's 7 N Contractor —•-- ' IN CO CRETE CTRICAL PL MECHANICAL^ Framing Footing Rough Wirin ❑ Re Roofing Slab Temp o e C Top Out ❑ Heating Insulation 7 Lintel Final ❑ Sewer Q Fire Pface Q Pre Fab READY FOR INSPECTION M Mon. Tues. Wed. Thurs. Friday A.M. !I nspection Made Final Inspection Date __ �j//� //CITY OF nn/� f4l�L4aitw /3e�4cA-vt&%d' 4 Office of Building Official REQUEST FOR INSPECTION Date Permit No. Time A.M I Received _ ^ / rj Job Address focality Owner'sZ Name Contractor BUILDING NCRETE ELECTRICAL PLUMBING MECHANICAL Framing Footing D Rough Wiring Rough Air Cond. & ❑ Re Roofing L Slab ❑ Temp Pole ❑ Top Out ❑ Heating Insulation _. Lintel ❑ Final Ci Sewer 17 Fire Place ❑ Pre Fab READY FOR INSPECTIONCD Mon. Tues. Wed. Cpl, Friday-- P.M. LA taC Inspection Made _ Xll _._ P.M. Inspector__ - Final Inspection I Certificate of Occupancy Date __.--------_---- _-- --- //CITY OF Office of Building Official { C /REQUEST FOR INSPECTION k Date �! i7_ ` Permit No. 1 Time 10 O O M. Received M. J dressocality O Owner's Name C Contractor BUILDING ELECTRICAL PLUMBIN MECHANICAL Framing ❑ lbttRV� Rough Wiring G Rough ❑ Air Cond.& O Re Roofing C Slab Temp Pole C Top Out ❑ Heating Insulation ❑ Lintel Cl Final G Sewer n Fire Place n Pre Fab _ READY FOR INSPECTION Mon. Tues. Wed. Thurs. Friday r P.M. p A-M. f Inspection Made P.M. Inspector Final Inspection f i Certificate of Occupancy Date -- --- -- — -------- NOTICE OF ADDITIONS or CORRECTIONS DO-NOT REMOVE JOB ADDRESS DATE I THIS JOB HAS NOT BEEN COMPLETED The following additions or corrections shall be made before the job will be accepted $15.00 REINSPECT FEE It is unlawful for any Carpenter, Contractor, Builder, or other persons, to cover or cause to be covered, any part of the work with flooring, lath, earth or other material, until the proper inspector has had ample time of approve the installation. After additions or corrections have been made, call 247-5826, Building Depart- PLUMBING ment for an inspection. Field Inspectors ELEC are in the office from 8:00 a.m. to 5:00 94 4 BLDG � p.m. Monday through Friday. CITY OF ATLANTIC BEACH, FLORIDA Approved by APPLICATION FOR ELECTRICAL PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE: Q a 19cli IMPORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORM,SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, WHICH ARE A PART HEREOF, AND IN ACCORDANCE WITH THE ELECTRICALREGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES. rl ELECTRICAL FIRM: MASTER ECECTRICIAN AIGNATURE NAME-11SX 0 ADDRESS: 46C RFD BOX BLDG.SIZE BETWEEN: RES. 7f--- - APT.( ) COMM.( ► PUBLIC( 1 INDUS. ( 1 NEW OLD( 1 R.EW. ( ) ADDITION ( 1 TRAILER ( 1 TEMP SIGNS ( 1 SO. FT. SERVICE: NEW INCREASE( 1 REPAIR ( ► FEE CONDUCTOR SIZE AMPS I C) COPPER ALUM. b + d SWITCH OR BREAKER I w AMPS } PH W i/dL� RACEWAY EXIST.SERV.SIZE AMPS PH W VOLT RACEWAY FEEDERS NO. SIZE IND. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL 0.30 AMPS. 31.100 AMPS. SWITCHES INCANDESCENT FLUORESCENT&M.V. FIXED 1 0.100 AMPS. OVER APPLIANCES I BELL TRANSF. AIR H.P.RATING H.P. RATING CONDITIONING COMP.MOTOR OTHER MOTORS AMPS CELL HEAT: KW-HEAT 0.1 OVER MOTORS H.P. VOLTAGE PHS NO. ` 1`N.P. VOLTAGE PHS MISCELLANEOUS TRANSFORMERS: UNDER 600 V. OVER 600 V. NO. I KVA I NO. lKVA NO.NEON TRANSF. N0. VA. MA. MOTOR SIZE SWITCH FLASHER EACH SIGN FORWARDED $ � .c TOTAL FEES x' CITY OF 4&6#dw- B 4"- Office of Building Official f REQUEST FOR INSPECTION Date { V , Permit No. Time 16 , �'i ' �.,t� Received r✓ 'District No. Job A rens ,, '� t ocality t Owner's — C� t✓ / Name Contractor BUILDING CONCRETE ELECTRICAL 1NG MECHANICAL Framing ❑ Footing ❑ Rough Wiring ❑ Air.Cond.& 0 Re Roofing ❑ Stab ❑ Temp Pole G Top Out ❑ heating Lintel Q Fire Place ❑ Pre Fab READY FOR INSPECTION A.M. Mon. Tues. Wed. Thu Friday P.M. r � � A.M. Inspection Made . . Inspector Final inspection Certificate of Occupancy `E'�^e J CITY OF Office of Building Official REQUEST FOR INSPECTION ' Date / Permit No. � Time �+ + A.M. C ' Received P.M. ,Qlatrict No. Job Ad ess _ locality Owner 9 ;�( aLt- Name Ui t~ G CONCRETE ELECTRICAL PLUMBING MECMAN CAt Framing ❑ Footing 0 Roug in hough ❑ Air.Cond.& ❑ Re Roofing ❑ Slab ❑ Temp Pale 0 Top Out ❑ Heating Lintel a Fire Place ❑ Pre Fab READY FOR INSPECTION A.M. CM,n:]7' Tues. Wed. Th Friday P.M. Inspection Made ' { Inspector Final Inspection Certificate of Occupancy Date F QEPAWMIENT Of 8tl1�NGt CITY OF AfLANTiC BEACFI ' -4 }!IA7' oil �: r __ ; .: �,: L OCA--IOW � Addx^ �.m; L.I- t>K'�5 ,,1kV) Fez� i# JRNC, 'L, 1�TT IIACIL, " 1:Lt14IA - ',LVS L- DESCRIPTION, Can�tr�'' . ' bet *00D 'RA t Lot: Section,: Prc pe r d 1~A �L Y ' T rn s ip s Fttt�i t` �3 A�te1J i t z + d t .; C�► 3 bct i,�sic wt SEL.YA L NK AIw tat matod Values 0 ,00 �px t t '00 , 0C m� Amalvxri. 22.- 0 77 41 r �. l AT' ON ii�"'f CATIO -i'Ski �r....,.,...n gggll AiJt. ` s '. "WR iFe A' LOR T` tR." O'er ►' t �'p�.y4:,�f_�.r RA "'."40.t,. y, -� 0.C�.0 ; ma A `282Z NA JA .. Ix; ' 21fi "lkA SAAR {�:L1Ct ypel Nance-ALS.CQN+CIatf�tg FO**$`AND FOOTIN+F s MU8T of l,14, �EPC3RE'.ADUF#fil�I�ai. IT V616 SIX MONTHS AFTI*R`{ ATE OF ISSUE i ISUIU)ING MA RIALS-R' UBtlSH.A'N0 DjEIaRt FROM THIS WORK MUST NOT SE PLANED IR I IUALIC 51�ACE"AND MUST B CLE�4FtED UP AN"D°- ULEt'�'A1NAY '°EItHI R CONTRACTOR;ORO WNER' i A L F1 �.o WITH !�S MEC,� ��C�� � � �� �� ��.f' �t� PAYNx'" V'�CE F, lR i+ ` . ' C L? R C F4 NE Tf�APP it ED Pk AIWS iNHICH ARE PART ©F THIS PEf'MIT AND { �/ : iTI+C N tF iw A II I I i t llklSl N$OP LAIN. A�L ANTIGH3ttli DING DEPAf ME► T ,4 J 6Y ���,.s CITY OF ATLANTIC BEACH • APPLICATION FOR PLUMBING PERMIT JOB LOCATION: /5�S L-J� $l4 e !J�'/ Y•�' PLUMBING CONTRACTOR: �./ V4V G �hJS �L tt C3 JA/C. cy�iilG, LICENSE NUMBER: 3810 OWNER: Ray) I'S kyow2r BUILDING CONTRACTOR: ):;a- ► )1 / 11 rouie - J TYPE OF BUILDING: cc v),5 fru c 17 a v) yct e-Y' SINKS SHOWERS I LAVATORY WATER HEATERS BATH TUBS DISHWASHERS URINALS DISPOSALS CLOSETS WASHING MACHINE FLOOR DRAINS OTHER l TOTAL FIXTURE COUNT: f + $15.00 - ------------------------------------------------------------------------------- INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE MOST RECENT EDITION OF THE SOUTHERN STANDARD PLUMBING CODE. CITY E) ATLANTIC BAIrH'' '~ PRRN T INFORNAT'II 'LOCATION,CH NI»c3 tMATII i - - -� w_ RU Add1iLIHtiIIZ DRIVE .. ID,TL TCR � �R a x bi world NEW", Ty I PlU Lo , tBl+ 3 s -roppoOd # .r ISI ' "ICR BUILDING �`r�xn��I�►� ANG: i�; r I r s :U Subd v .si" ,m;' &1�.WA . :INR R #�►pl'C3 . Cent t #fib.Cb A E3t 1i . 00 w 00 k r A ► Ob r r ILI AT'Ib8 APPLICATION FE #15.00 Ad0tooli XCAI. TRAIL Co A IMPAC ., ° #G � ass ,#",g ° . AN AS R. $0.00 PORXATXbN --- - RADOX SAS - % � C.Cts Rt WAS; Yv e . NATER TAP . ' � A ".. „R ► L COV .. RRN — ' `AF 1 BCI. 017 ACIK AlLkoLORTOA 32225 fYp�tAttI�IC SHARE . 00 ' TVRR INI ';ECT FRS IMC. N .ISPC 'IINW- $m- t 4. m, �a RR . `B N, r I - I tst Iw sa-ALL CSI CI Tt fC►�AMQ FOOTINGS MUSt71 11MS#�B "t'B R t 4 1t ttl i;' PI=RMI`f 1volo SIX MONTHS AFTER 0 TE00 ISSUE f 3U »k?�+ICx MA I*RIA ,RUBBISH ANq fl SRtS FROM THIS WOSK MUSS NOT,81;PLAGEI�IN RUBLlC SPACE,AND MUST BE ARA UP.`ANIJiA1IrIWA EITtEFt.CUNTRAGTOR OR C1WhI ,R THE MECHANICS' 4i '> ! V 1+r LT- tN IN ENTS. su VIM 11104/91 WHICH ARE PART bf Hl^ P1RMIT AI+Ip sut 0Rt3C QFC s.AiAt. t ATLAAitIC BlAt� � �YII 7 41, r wthern Standard t n 103.8 of the S° liance' Lth the Q � f gectw comp iso in e requiremen wctw,re w wed Pursuant to the e a Isswance this Str the fallowing• ti Cate tss at the ttm f tion or use. For This Cer f e certifying that wilding construe permit No. g1d9 - d Code u ting b C, Buil ting s reg la ,.. ` ious ordL once , ,} a prstr� 4t"L �` ar fire U c type ConStrU&On tion Vse C%assrtica � �rc8ocality Grove C;?ll ner of pa% CWldrn9 pate_ Address ,. �i ' CONSp1CVOUS pi NCE t c, - pliicra ppgt gu�ld�n9 ,�y�-~�.�-• w� CITY OF 800 SEMINOLE ROAD ATLANTIC BEACH,FLORIDA 32233-SUS TELEPHONE(404)20-5800 FAX(404)247.5805 NOTICE TO: hater 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 Building Department NOV 14 194 15:04 CLWSON 260 P02 MAP SHOWING BOUNDARY SURVEY OF LOT BLOCK "" AS SHOWN ON MAP OF L1iVIT / AS RECORDED IN PLAT BOOK 404- PAGES OF THE CURRENT PUBLIC RECORDS OF DUVAL CO., FLA. FOR: 4'E/Vr,6X AIR COffi f�1�PA77!'/V NOTE: BEA NGS SHOWN HEREON ARE BASED ON THE ABOVE MENTIONED PLAT. aAQr of s-AC71VAI 17, TLIWAIX iP 2 sauiW, PAAVR 29,rASr s 046!00",iF ' E -�4'sr�tL Psaci gj!C I vi �o' sEHENr leQ 0,vA/A14 6e 7�.� 81994 crit/r1,f5 d .G&n/f,aT Building and Zoning � Q � km W : o Ott Q y R z 14 `� v V W Q) Ql- gtn � � �, gd �� ii,tls•I � � q �, W 0 1d6GN� � •. •�' N_o o �.4 � �'Ik Pc 1V 6 '4�J�'�l10 !a A, �'4'44'�O'' y�A o) ' ve f/NA MV Y //- !- N rE: sEr/ • x• Corr,(AWA0o) f nrd A" e7r0e& /Rd.A(s. ,0474A(Ad r : /o NG ,OIL 1AW44A. I HEREBY CERWY THAT THIS SURVEY, PERFORMED UNDER MY RESPONSIBLE DIRECTION, MEETS THE MINIMUM LEGEND; TECHNICAL STANDARDS FOR LAND SURVEYORS IN ACCORDANCE WITH CHAPTER 21 HH-6,FLA.ADMINISTRATIVE CODE (PURSUANT TO SECTION 472.027,FLORIDA STATUTE$),AND FURTHER CERTIFYTHAT THERE ARE NO VISIBLE ENCROACH- CONCRETE MONUMENT MENTS UPON [HE SUBJECT PROPERTY EXC€IT AS SHOWN ON THIS SURVEY. • va-FOUMD IRON LO-A86 o vz••sET wow-L.S.1�a FLOOD CEItTIFICATE: THE LOT SHOWN HEREON IS IN FLOOD SA.L. WILDING REJTRICTION LINE ZONE X• AS SHOWN ON THE FLOOD INSURANCE RATE CLARSON AND ASSOCIATES, INC• 1 CENTRAL ANAL! RADIUB MAF, COMMUNITY PANEL No 12W7S- 4202 / A DATED 4-1749 1"S NALDO AVH.JACK=WIVILLE, FLA 32207 It A AMC DISTANCE r CH. CHORD DISTANCE WJV/�/Y 7 P.C. POINT OF CURVATURE SURVEYED P.T. POINT OF TANGENCY SCALE: Ptsc 9JW FLA. P.R.C. POINT OF REVERSE C U RVE P.c,t. POINT Of cor•ou«D C*n � ✓OSE ,�• /�/i�t ;, CITY F / Office ol Building Official RE0UIE T FOR 1NSPECT ON 13Z rra Date_-_-- RecP v ed Jct Address d r Name Contractor ontr3ctor --- --- -- �iz RUILDINC CONCRETE ELECTRICAL PLUiVi�t�G�_� Framing Footing Rough Wiring Re.igh Air 7, Re Roofing _ SMab Temp Pyle Top Out N ging Insulation L;nte1 _ Final Sewer Fire Pfaee Pre Fab HEADY FOR INSPECTION mon. Tues Wed. Thurs. Friday A h1- ctin ITY OF V v` Office of SUHd'o-Ig Cott�fficial v1 �� iEQUEwY F-0 i=db3PFC N-XI Date /Q � ` Permit No. A -P eived .P Looai ty Name BUILCINC CONCRETvCC��' _ PLUR1BING NIECHANICAL !=ram!na Fonnc, P ugh `i'v,r n_ Rough Air Cond. Re PiDufag slab Temp Pc;e Top Out Heating nsu;atior. L;ntei Fina; Sewer Fire Place Pre Fab READY FOR INSPECTION A.M. Tue:-, v:e:.. T..urs. Friday-----__-_-_r.i / CE,i :calc of Oc;upancy �/Q�y �� DATE: PRE-SERVICE DIVISION JACKSONVILLE ELECTRIC AUTHORITY 233 WEST DUVAL STREET JACKSONVILLE, FLORIDA 32202 THE FOLLOWING FINAL INSPECTIONS) HAVE BEEN MADE AND ARE SATISFACTORY: -- ----------- ------------------------------------------------- ------------------------------------------------- --------------------------------------- Enclosed are the blue copies of the permits. SINCERELY, ILDTNG���ctIN/ DIVISION cc:FILE >Q . /. GiTI OF Office of Building Official 7 REQUEST FOR INSPECTION Date Permit No. /Y,) Time A.M. Received P.M_ I r ob Address locality Owner' Name Contractor �— �. �_ <:jnDl –' CONCRETE -ELECTRICAL MB 3G- _ Al Framing FootincRiauo-Wiring C Roug Air Cond. &/ Re R Slab Temp Pole Top Out Heating ation Lln;el Final Sewer Fire Place - Pre Fab READY FOR INSPECTION O AM,Mon. Wed. Thurs. Friday _ . A.M. Inspection Made_ inspector J" It I I •ft / Da_ ...ts GI T,° OF Office of Building Official REQUEST FOR INSPECTION Date Permit No. Time ��} A.M! Received Pf"i v J tzF 'esu Locality Owner'S Na Q._� - � actor BUIf D(N CONCRETE LEG'�?€ � cHANtC�A! Framing - Footing Rough Wiring Rough Air Cond. Re Roofing Slab Temp Pole _ Top Out Heating Insulation Lintel Final Sewer Fire Place Pre Fab READY FOR INSPECTION A.M. Mon be FridayA_Ivlinspection hiaoc _ -_---._ -.- _ _—_-_-- .14 r1-fFina;inspeahon Ceof Occut cy : I.arF CITY OF kq 7-0 � r � • ,�-fir _ 1.�� -��� 9 /`�5 � Off'scc of Building Official �l L i}JJ J REQUEST FOR INSPECTION Date �� Permit No. Time A.M. Received P.M. r Job Address Locality Owner's l Name _ Contractor �' � J _ BUILDING CONCRETE { E CTRICAL UPo16I �, GHANICAL L, raming _ Footing _ Rough WW, C Rough — Air Cond. & in Re Roofing Slab Temp Pole Top Out Heating Insulation Lintel - Final Sewer Fire Place Pre Fab READY FOR INSPECTION A rr Mon. Tues. Wed. Thum Friday A.M. Inspection Mads Final Inspection Certificate of Occupancy Date ^^— —__--- A OF ADDITIONS or C " DO NOT REMOVE MM A00MIS o.0 il' THIS JOB HAS NOT BEEN COMPLETED The following additions or corrections sholl be mode before the job will be accepted i It is unlawful for any Carpenter. Contract Budder. or other persons. to cover or cause to be covered. any part of the work with flooring. loth. earth or other motenoi. until the prope, inspector hos had ompte t4rv* to approve the installation. After additions or corrections ha-e been made, calj/��.l 5uddinq Department for an inspection. Field Inspectors are in the office from. �+foJdC;V:7} Monday through Friday. r r �/� t TRANSMITTAL DOCUMENT FOR JEA DATE/.- The ATE/The following permits have passed "rough" inspection: Permit No. Address r g ss3c soc cxXAxkKq x=p dxWxe&xlr�s Vux Please update your records accordingly. T au, BUIL ING CLERK CITY OF ATLANTIC BEACH /vcb . 1 CITY OF ATLANTIC BEACH, FLORIDA a ` Appiowdby APPLICATION ICOR ELECTRICAL 'PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE:. _. 192 IMPORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, WHICH ARE A PART HEREOF, AND IN ACCORDANCE WITH THE ELECTRICAL REGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES. .t CL> - - G r .� Dom✓ ELECTflICAL FIRM: MASTER ELECIRICIAN SIGNATURE 5&7 JOURNEXMA NAME �1'2'9- ADDRESS:Y4�57411A;jS1r,� joo . RFD BOX BLDG.SIZE BETWEEN: RES.PQ APT.I 1 COMM.( ! PUBLIC,( I INDUS.( 1 NEW OLD( 1 REW.t 1 ADDITION( 1 TRAILER ( 1 TEMP.( 1 SIGNS ( I SO.FT. SERVICE: NEW INCREASE( 1 REPAIR 1 1 FEE CONDUCTOR SIZE AMPS Zf42 COPPER I I ALUM P"TCHOROREANER_ 50 AMPS / -PH [-FW290VOLTIRACEWAY - EXIST.SERV.SIZE AMPS PH • W VOLT RACEWAY FEEDERS NO. SIZE NO. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL O.LO AMPS. 31-100 AMPS. SWITCHES INCANDESCENT FLUORESCENT b M.V. FIXED5 •100 AMPS. DVKR APPLIANCES BELL TRANSF. AIR N.P.RATING H.P.RATING CONDITIONING COMP.MOTOR OTHER MOTORS AMPS CEIL HEAT: KW-HEAT 0.1 OVER MOTORS H.P. VOLTAGE PH5 NO. 111,P. VOLTAGE PHS ,MISCE6LANEOUS TRANSFORMERS: UNDER 600 V. OVER 600 V. a NO. KVA I I. NO. KVA NO.NEON TRANSF. NO. VA. MA. MOTOR SIZE SWITCH FLASHER EACH SIGN FORWARDED TOTALFEES a /CITE` OF 0;&,%d4//���,,��� 4& T3 —0;&,%1s 4 Office of Building Official REQUEST FOR INSPECTION Date Permit No. Time r A Received P. A" Jo ddress =LucalityOwner's Name Contractor BUILDING CONCRETE ELECTRICALPLUMBING %IECHANICAL Framing Footing Rough Wiring C Rough — Air Cond. & Re Roofing C, Slab Temp Pole ❑ Top Out �r Heating Insulation Lintel ❑ Final Sew _L. Fire Place ❑ Pre Fab READY FOR INSPECTION`N A.M. Mon. CTues. Wed. rs. Friday---R M, r G M. Inspection Made _ . inspector Final Inspection Certificate of Occupancy Date 3 PSR-3844 DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH F�ali .. ,�.:,. O E?t Number: 9132 Address : x.451 LINKSIDE I3RI�R mik. Tltp MLCHAI�ICAL= A,' LANTIGI3kIrACH, �'LC�ItTAA of Werk; NEW Lot. .. ► * eta c contt r , Type: WOOD FRAME RI G prop Use* SINGLE FANILY Township: 3 Code t3 Subdivision: SELVA LINKSIDE #2 Estimated Value: JM rov. Cast : SC .t?(? '. Total Fees; $45.00 Amount a da45 +� /26/94 or 1? k DIY KA.L HEA' ANP AIF IN NW RL�`SZ ENCE { »,»... AL PLICA ON ....«... ..w..b .. RM IT Name q�.�® � � % `�p� WA `s S4�AO'� E'ER $0 .00 Rddr, DRIVE ,s cH,a FLORIDA 32233 SSW IMPACT FRE $�1 4IJ �r �r � AP �� C1 v ; . A. I P � � NFOMMT I -- RADON �C" % �Q .C�fl Ft�ame D N T AIR 'CAP TAI. IMPROVE'. 0 .00 Address : 49 tI. ? ROA ., � SEW 'SAF $0 .00 .M,�I � LL .FL,., � . R�U�� ORRECTIOBI , O Itl sense GACA ,, 3 'Type`: 0 SEC, H IMPACT FEL BQ . . s CORBT w 'URCHAROR ,,w �J4 SCHARG,E/ATL..BCM. $Q ? NOTE6: t NOTICE=-ALL CONCRETE FORMS AND FOOTINCIS MUST BE INSPECTED BEFORE POURING E PERMIT VOID SIX MONTHS AFTER PATE OF ISSUE SUILWNG MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT, .BE PLACED 3N 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 TNS PR OWNER PAYING TWICE FOR BUIL SING IMPRp"VEMENTS:' - _ ., . '38kfECx ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUB,JECT.TO REVOCATION FQiR. 4 ATION'OFAPPLICABLE PROVISIONS OF LAW. , A fTIGS�GWIBUILDING DEPA4 T EhIT OfCKS, BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH ATLANTIC aEACH. FLORIDA 3SZ33 APPLICATION FOR MECHANICAL- PERMIT • CA«:IN NUMBER IMPORTANT — Applicant to complete all items in sections I, 11_111, and IV. I' Street Addresr: 1451 LINKSIDE DRIVE LOCATION — — -- - --OF Intersecting streak: /ttween ATLANTIC BLVQ And SEMINOLE ROAD WILDING sub.div;cion SELVA_LjJ KSIDF LOT II. IDENTIFICATION — To be completed by all applicants In coas;deretion of permit given (or doing Ike work as described in tke sbcvs statement we hereby agree to prlc••n sard .o•s e:::•3e•:r .ith the attacked plant end specilkaCons which ere a pert hereof and in accordance whir Ike City of iecksor% ;X* wd;narces a•j of good practice listed therein. coci `al :► r`t°r`.eireor (Mal) MANDARI EAT & AIR M : CACA12623 Nam.o of hoperty Owaer Sigeatrre of Owner Signature of w Authornail Agent I CENTEX HOMES Ateh;tot:► or fog;nee► Ill. G&4ERAL INFOf:"TION A. Type o)heating Net: B. e�,� � IS OTHER CONSTRUCTION BEING DONE ON YES tnc THIS BUILDING OR SITE 1 ❑ Gas—❑ V ❑ NeNrel ❑ Central Utility ❑ ori IF YES, GIVE NUMBER OF CONSTRUCTION 8876 r PERMIT ❑ Other — spec+Fy IV. hlit:.F/ANICAL EOUIFIAWT TO It INSTALLW NATURE OF WORK (Fro.ide complete list of componeak oilbacl of this fora) K- Residential or () Commercial --Heel ❑ Space ❑ Rocaued 0—contr6l 0 Root 14 New Bulldlnp 01 11!90 )6—Air Coad f;";ng: ❑ Room ❑ Central ❑ Existing Building b—D*,q Syefem: Material Tuckitem ❑ Rer"eplacement of exisling system tlaeimum capacity 1000 glee. 0—New Installation(No system previously installea) ❑ Rafrigent6oa 0 Extension or add-on to existing system ❑ Coolieg toww: Cepecity V� ❑ other — specify ❑ fins sprinLlen: Number of head. -- ❑ Etevetoe ❑ Wamiik ❑ EwlNor--_�______(aumberJ ❑ Go"&*pvmne (numbs►) THIS SPACE FOR OFiICE USE ONLY VUoti ❑ Te.il (cumber) Remark ❑ LPG ca+rtai...t (twrmber) ❑ UeFr+d peturra r.ee.t ❑ Wmll Fennit Approved by Dat. ❑ Off. — specoy ►omit Few LIST ALL EQUIPMENT AIA CONDITIOMNG AND REFRIGERATION F.QUIPMENT Number Untu Ue+criptlon Model Number Umufacturer jy 1 �s*�7 2 UL OA URNACES, BOILERS, FIREPLACE$ ans I?eecritlaa ][oat Number manufacturer Carty wODt"�lai e /Or d -- - — �/S�I� 15, Type �� Name att Scrial A roving Contained 3(aautacttusr No_ P1� ncy - 1 �i aC�ITY OAF Office of Building Official REQUEST FOR INSPECTION Date__ — Permit No. P� Time A.M. Received _ P.M. Job Address Locality Owner's Name _ __ Contractor BUILDING �CgQNCRET ELECTRICAL PLUMBINGMECHANICAL Framing Footing Rough Wiring Rough =:1 Air Cond. & Re Roofing _ Slab Temp Pole Top Out v Heating Insulation Lintel _, Final Sewer C Fire Place Pre Fab READY FOR INSPECTION A.M. Mon. Tues. Wed. Thur Friday P.M. A.M. Inspection Mads _ 6 �� — P.M. ;r spec'or _ inal Inspection Certificate of Occupancy IE Date & JjCITY OF Office of Building Official +� REQUEST FOR INSPECTION Date Permit No. Time i A.M. c Received _. Job ess Locality Owner's Name _ Contractor BUILDING CONCRETE ELECTRICALPLU �,...� MECHANICAL Framing , Footing Rough Wiring ❑ �RMTgri--- Air Cond.& Re Roofing G SlabTemp Pole E Top Out a Heating u Insulation .- Lintel C Final E Sewer E Fire Place _ Pre Fab READY FOR INSPECTION A.M. on. Tues. Wed, Thurs. Friday A.M, Inspection Made f � A.M Inspector -� �—�--c��-� Final Inspection i Certificate of Occupancy L Date r ,p r 920 DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH .: PERMIT INPORMATIO14 - - LOCATION INFORMATION --------- r fe ;t Nixmbr. 802bAddress : 1451 LINKSIDE DRIVE Pertii t Type. . FLUMBING � A 2 ANTTC BEACH, rRTw� < Work* NEW LEGAL DESCRIP ---------- TION -�Constr e° WOOD FRM Lot : E5Block Sectionk 'Proposed Use: S INGLE' P �t LY TonhiP> 0. Or11n Code BuLzn: BLA LTNRBTB i Pray. Cost : , t o r, Pa 8/12/,94 i N L CJM INO IN NEW HOME : . a (.ATIoff � � � ._.. --- ti 'APPLICATION 57 00�+;i� �gn i A B , R'I'VE WATER IMPACT PER ` ACB 'L 0 R I D&, ,jg3 3 TM AC ! tt no T NFORMAT ON RADON CAB $0 .00 , 'Name: N'S R 11 MET CAPITAL IMPROVE.EW0 A .d5 ANO T'N BL � � ER TAP QAC TL 320` CRISS CONNECTION C'FC TyPe;= SEC H IMPACT PER C . 3, CO ST. x RCHAROE' d .! —P � NOTE i NOTICE--ALL CONCRETE FORMS AND FOOTINr�i$MUST BE.INSPECTED BEFORE POURING PERMIT VOID SIX MONTHS AFTER'DATE OF ISSUE i BUILDING MATERIAL,RU6BtSH 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 , ` 1= ILURE Tp COMPLY WITH THE MEPHA►NICS' LIEN LAW CAN RESULT IN 4 TH :PROPERTY OWNER PAYING TWICE FOR 8UILDING II PROUgMENTS." 1'', t�.ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR ,- 'A OF�APPLIC OLE`PRO, IEIOAIS OF LAW. 00000w 00000m we 04 14 ATLANT BEACH BUILDING.,DEPARTMENT 04tez ,$/12#% 01 ! 0014031 r/ r , CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT 30B LOCATION /_�- ------- ---- ---------- -- ----- PLUMBING CONTRACTOR:__ __ __ _C�!/ ,� _____ LICENSE H:OHTRACTOR S: c F-C-4-ff-f 9 OWNER:-- 4-0-1 � �0 Q BUILDING - --_� _ nr `` � --- i------------------- TYPE OF BUILDING:---_1//i. _ �_ 1 SINKS SHOWERS LAVATORY WATER HEATERS ----- -__-BATH TUBS DISHWASHERS __________URINALS ____ L--DISPOSALS ___ ____CLOSETS WASHING MACHINE __________FLOOR DRAINS OTHER TOTAL FIXTURE COURT / iv� -------------------------- ------------------------------ INSTALLATION OF PLUMBING AND FIXTURES 'MUST BE 'IN ACCORDANCE WITH THE MOST RECENT EDITION OF THE SOUTHERN STANDARD PLUMHBING CODE.-i,, r 8 r ��, ,, ,I ! * 000i11V � DEPARTMEM'T.Q BUILD ,�, , t. ty 7v. .. ; CITY OF ATLANTIC BEACH P ERM I T I NF ORMAT I ON - -- ROGATION INPORMATION Address I. +1 L,INKSII)E ARIYL __- Permit%TyP x 1EItIILL? N ATLANTIC BEACH, FLORIDA 31233 °` Work: N LEGAL DESCRIPTION - - Ccs atr Type: WGOA FRAMZ Lot * 65 1310r�} : Selztion: Proposed Use., SI,00LE FAMILY Township- RNG: �? Dwfling '. I C ►c3, Subdivision: SELVA LIsoI�€STDE Estimated Va e. r� Improv. Castslug � �3 Tatar Fees 3 5a�S Amolint i s X2065.03 3 �m &dBW 2/94, N rk D NF-1 HOME VER PLANS ESQ ISO! , ro O�,ATIONAPPLICATION FEES STATE � '9wo, PERMIT " wJ Ad S XT 'DRIVE SOUTH WAI TER . IMPACT FE O I SPA "1IEjq 1 S 0C , ° �r,} : F�I14 S 'T` NrORMA,TION RADON CAB 5% 4ame. R S TE CAPITAL IMPROVE $325 .00 SEI . TAI? .. D J II LS °FL 32216 CROSS CONNECTION a35 Ut3 CR!"' 5 -34 Type: 54 SEC N IMPACT FEE 3 0D a, CONST.SURCHARGE . ... � � S j, `v NOT�CE—ALL CONCRETE FOMS AND FOOTINGS MUST 8E FMSPECTED BEFORE POURING PERMIT V60 SIX MONTHS AFTER DATE OF ISSUE BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST<I CLE NAED UP AND HAULED AWAY BY EITHER CONTRAETOR OR OWNER ` FA►I'LURE TO COMPLY WITH THE AEGHANICS' LIEN LAW CAN: RESULT 1 rc THE PROPERTY OWNER PAYING T WICE FOR BUILDING IMPROVEMENTS. ' a ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OPAPPLICABLE PROVISIONS OF LAIN. i 0078 ATLANTIC, H BUJtt31NG EPA MERIT !000 "• Oats: 8105134" 42 . Ilrpt: IC7 75 By100,: ve 3-70 S- ltd CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET Address ] �- N K 5 t7 C- !2 Date � � � j 7 Heated Square Footage �j 1 @ $ 7- `'`' Per sq ft = $ — Garage/Shed �/ @ $ /�` �"' Per sq ft = $ 7+ Carport/Porch Z-TL @ $ /3-u.a per sq ft = $ 3 a--,8.,_ Deck @ $ per sq ft = $ Patio @ $ �® per sq ft = $ 69 �� TOTAL VALUATION: $ 70 . � '7 " $ 0 ,C) Tot l �Al ation 1st $ yy �.0 $ Remaining Value per thousand 7o portion thereof TOTAL BUILDING FEE $ �' + 1/2 Filing Fee $ / 7D.0 0 (1 ) Fireplaces @ $15.00 $ 14-100 BUILDING PERMIT FEE $ 5`a5 .ov WATER IMPACT FEE $,._ 6-60, SEWER IMPACT FEE $_ SeO-0 C ✓ WATEIC I /TAP $ -00 , CAPITAL IMPROVEMENT $ .3 S7 0 SEWER TAP $ `- d (/JO?) RADON (HRS) .0050 $ SECTION H PAVING ( ) $ HYDRAULIC SHARES $ _� b CROSS CONNECTION $ QY0a SURCHARGE .0050 $ OTHER $ GRAND TOTAL DUE ADDITIONAL PERMITS OR FF.ES: Mechanical Plumbing Electric/New Electric/Temp ;SwimmingPool Septic Tank Well Sign Finish Floor Elevation Survey Other CALCULATIONS and/or NOTES: IrINAN CIA\.PRINTING 0>~ N N notice o� commencement (zf tPaL7A)<C 1>r ourLteATi) 41 To whom it may concern: > The undersigned hereby informs you that Improvements will be made to certain real property, and in 0 accordance with section 713,13 of the Florida Statutes, the following information is stated in this NOTICE V) OF COMMENCEMENT, Description of property ---------t 4 __. 1��� _----------_-__. ---------------------------------------- According •_to- r plat thereof--recorded-in plat-book-l. l-� pages_Q3_�3 .� of the current public ecords of Duval County Florida. General description of improvements u Construction of Single Family Residence with Garage on concrete slab Q ---------------------------- --------------------------------------------------------- 4j Centex Real Estate Corporation Attn: Arthur Day Owner -----------------------------------------------------------------------•----------------------- -- a 6620 Southpoint Dr. S. Suite 400 Jacksonville Florida 32216 4 Address ------------------------------------------------------------------------------------------------- �' Fee Simple 0 Owner's interest in site of the improvement _____________ _____-___---________ N o Fee Simple Title holder (if other than owner)• ___________________________ lD Name -----------------------------------------....------------------------------------------------ Address --------------------------------------------------------.•---------------------------------------- Contractor ---same--------as-----owner-------------------------------...__--------------------------------------------• hAddress ------------------------------------------------------------------------------------------------- Surety (if any) --------------------------------------•----------------------------------------------------- Address -----------------------------------------------------------------Amount of bond $-------------- Name and address of any person making a loan for the construction of the improvements, Name ----------------------------------------------------------------------------------------------------- Address ------------------------------------------------------------------------------------------------ Name -----------------------------------------------------Name of person within the State of Florida, other than himself, designated by owner upon whom notices or other documents may be served: Metropolitan Title & Guaranty Co 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 Notica as provided in Section 713.08 [21 [b], Florida Statutes. (Fill in at Owner's option), Name ------------------------------------------ -------------------------------------------------------- Address -------------------------------------------_-___ ___-_- --- --------------------_- THIP SPACY FOR RCCORDCR'S USX ONLY ARTHUR DAY- - • ONNEA - - - . Sworn to and subscribed before me this =day of f 1994 by Arthur Day ♦♦ti��\\u�G ul rq�pr r ♦ r who is personal y known to me, .�`�� �'��••'N✓9 rr/4 i No ry li st of Floridi-tel. 302317 toot C rrr�/(e�ISTASEO,�� ofINAPiC1A\.KINTING 0>~ ;e notice of commencement r tfRVARe IN DYtLICAT[) U To whom It may concein: > 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 NOTICE OF COMMENCEMENT. y Description of property �� . .__._ 5 � ._ ---------------- --S--CA-V.-CA __---. S A uCA hma .. --LA!'.i----------------------------------------------. According to plat thereof_ recordedinplat book L4�� pages-Q3-L: vk— .................. ....... .... ....... ..._. ..____-_ • ..-.-. of the current public records of Duval County Florida, General description of improvement Construction of Single Family Residence with Garage on concrete slab ...............-------------------•------•--..-•._._..------•-------------•--------------------------------- Centex Real Estate Corporation Attn: Arthur Day Owner ...--•.....................•------.........-------...........----------------------------------- -- 6620 Southpoint Dr.S. Suite 400 Jacksonville Florida 32216 Address ...........................................................-..................................... Fee Simple Owner's interest in site of the Improvement ......•..........•..........•.............................._.... Fee Simple Title holder (if other then owner)- -------------------------------------------------------------- Name ----- -----.Name ----------------....-........................................-------------------•---------------------- Address .............................................-.............----............................. some as owner Contractor -------------------- --------------------------------------------------------------------------- Address ------------------------------------------------------------------------------------------------- Surety (if any) -•-------•-------------------------•--.....----------------------------------....._ Address -------------------------------------•---------------------------Amount of bond $.............. Name and address of any person making s loan for the construction of the improvemergts. Name -•------------------------------------------•-----....--------------------------------------------- Address --------•------------------------------- ------.-------------------------------- ------------ Nune of person within the State of Florida, other than himself, designsted by owner upon whom notices or other documents nuy be served: Metropolitan Tit{le & Gua'ranty Co Name ................-.....-•-----------..............................................--.................. 6620 Southpoint Dr Suite 400 Jacksonville, Florida 32216 Address ......------------------•------•------------------------------------------..------------------- L^ addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.08 (1j (b), Florida Statutes. (Fill in at Owner's option). Na.:.e --------------------—--------------------6..................................--..................... Address ------ - ........................-....- ----q&RTH;PRt _-- -- - --------------------- THII ePACC rOR RCCORDCA•e Ue[ONLY • - - - - - - -DRY OWNER Sworn to and subscribed before me this _day of , 1991 by Arthur Day `atg111 urq//// who is personalty known to me. �y'\C��'hPG.{N✓9/��4 P y 'AS .•• aslo.a •: No ry li St of rlorid€ i ICC 302317 i 7••• �AoRa1d�\d� �.���� %0\ /rnrs►rnn� \ ?ROPERTY .QESCRIPTICH ?� ac! - �lozcda ;" 9i �IIIGU SnGLEVARD _ot r_ 5_Block •_____,Section I `'`�L2 " 199 T P.O.BOX 25 \ a �!;,� n ATLANTIC BEACH.FLORIDA 32233 � S1Sr.��5. �;.X.------- B u i i d I n g Gai n� ��NE 1S;04124%-2J95 aubdivivions � street flaeeeDESCRIPTION OF WORK sr Address s_�� �_ _ _ _ _ Q_� I9 in a FLOOD HAZARD •lood Zones_ ------—_area complete page 3. Brief Description ��� .) ��:r` Class of Works (New/Remodel/Addition)- ---TONING INFORMATION Typo of .OLS== • Construotiont-_ _________ .oninfl U Proposed 'istriets___ UseI_,_,_,,� � _.,,..:� Estimated Value a :xceptions or Materialsl_ C�Y?�,___ /�i'� ariances Granteds-------- _,.,, _ Solid or -------------------- _�.��-------- Filled _ 1 " Ground I_(�, Roots OWNER INFORMATION � Method of Hsslings_ ------ � Property Owners-_ __ ------ Phons Moiling AddressLE -- :1 ....---------------- ZiPsS ��------ CONTRACTOR INFORMATION Contr actors��__ _ _ ---------- Phone s ra 5� "ailing Address s_ N - _ Q.�.1_ ___ �.� _ Zips ��J, ('� �?- Expiration License usberl_ _ _ � a-5 ----------- Dates_-------__-_-- I MERESY CERTIFY THAT I NAVE READ AND EXAMINED TRIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIORS OF TNTC LAMS AND ORDINANCES OOYERHINO THIS TY►E OF WORK WILL BE CO1(PLIED WITH. WHETHER SPECIFIED NEREIH OR NOT. TU[ GRANTING OP A PERMIT DOES NOT PRESUME TO OIVE AUTHORITT TO VIOLATE OR CANCEL THC PROVISIONS Or ANY FEDERAL, STATE OR LOCAL RULES. REGULATIONS. OIIDINAMCES, OR LAWS IN NNCR• INCLUDING THC OOVERNINO OP CONSTRUCTION OR THE ':• ��('—,� ,� ►CRFORNAHCC Or CONSTRICTION O► tHC OS[C I D[RSTAND THAT THE ISSUAMC[ OP THIS I[RMIT IS ='�^ / �'_�`,•„ CONTIMO[NT U►ON THE ANOVE INFORMAT "I O TRU A D CORRECT AND THAT INC /LAMS AMD Su►►OR71RG a�.. . DATA MAVC OZEN OR SRALL NE PROYID A8 RE IRFA q It1 t Owner Signature ---- ------ --- ----- --- IL - C�;htreotn r Sipnaturo---------------- ------ - - i 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 & BATCH (8) TUB OR SHOWER STALL (6) WATER CLOSET WATER'CLOSET, TANK OPERATED (4) VALVE OPERATED (8) BATHTUB/SHOWER (2) URINAL WALL LIP (4) SHOWER GROUP PER HEAD (3) FLOOR DRAIN (1) SHOWER STALL DOMESTIC (2) LAUNDRY TRAY (2)"" _LAVATORY (1) COMBINATION SINK AND TRAY (3) WASHING MACHINE (3) POT, SCULLERY SINK (4) r DISHWASHER (2) Y 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) TOTAL FIXTURE UNITS •� @ $20.00 EACH $ 3 D JOB INFORMATION FLOODPLAIN DEVELOPHENT INFORHATION A Type of Developments__ Flood Zon•s_ /` Required Lowest Floor Elevations o If building In located within a flood hazard zone, a survey must be made AFTER THE BLAB NAB BJMR POURED, certifying that the LOWEST FLOOR ELEVATXDU is equal to or above the base flood elevation established far that zone. No final Inspection will be wade and no certificate of occupancy will be issued until the survey is on 7file with the Building Department. f COMMENTS: Applicant Acknowledgements I understand that the issuance of this permit is contisrgent upon the above information being correct and that the plans and supporting data have been or shall be provided as required. I agree to comply with all applicable provisions of Ordinance leo. 23-7-11 and all other laws or ordinances affecting the proposed develop Date 13 __Applicant•s Signature__ --------- ------------- ---------------------------------------- Department Use Required Lowest Floor Elevatioh ---...____________ Ass Built Lowest Floor Elevation __,,______________ Survey Filed with Building Department ___________ Building Depart�aentw - Representative ' page 3 ENERGY GUIDE For detailed information of the EPI rating number or for any ITEM listed, ask your Builder for EPI= 96.0 DCA Form 60OA-93 or Form 60OB-93 0 10 20 30 40 50 60 70 80 90 100 --------------------------------------X-- I The maximum allowable EPI is 100. The lower the EPI the more efficient the home RESIDENTIAL ENERGY PERFORMANCE RATING SHEET ITEM HOME VALUE Low Efficiency High Efficiency SINGL CLR DBL TINT WINDOWS. . . . . . . . . . . . . . . . . . . . .Double Clear -------------X------- I INSULATION. . . . . . . . . . . . . . . . . . R-10 R-30 Ceiling R-Value. . . . . . . . . 30.0 I --------------------XI R-0 R-7 Wall R-Value. . . . . . . . . 11.0 I --------------------XI R-0 R-19 Floor R-Value. . . . . . . . . 0.0 IX-------------------- I AIR CONDITIONER. . . . . . . . . . . . . 10.0 SEER 17 .0 SEER. . . . . . . . . . . . . . . . . . . . . . 10.0 IX------------------ I HEATING SYSTEM. . . . . . . . . . . . . . 6.8 HSPF 12 .0 Electric HSPF. . . . . . . . . . . . 6.8 IX-------------------- I WATER HEATER. . . . . . . . . . . . . . . . 0.88 0. 96 Electric EF. . . . . . . . . . . . . . 0.90 I ----X---------------- I 0.54 0 .90 Gas EF. . . . . . . . . . . . . . 0.00 I --------------------- I 0.40 0 .80 SolarEF. . . . . . . . . . . . . . I --------------------- I OTHER FEATURES. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I certify that these energy saving features required for the Florida Energy Code have been installed in this house. r Builder �-f Address:1G QAZ5k P- bN Signature: Date: City/ZipjR-���cC 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 65 SELVA LINKSID BUILDER: CENTEX AND ADDRESS: 1451 LINKSIDE DRIVE PERMITTING CLIMATE ATLANTIC BEACH, FL 3 OFFICE: ATL BCH FLA ZONE: 11_1 21_1 3 KI OWNER: CENTEX PERMIT NO. JURISDICTION NO.261100 CK 1. New construction or addition 1 . New Construction 2 . Single family detached or Multifamily attached 2 . Single-Family 3. If Multifamily-No. of units 3. 0 4 . If Multifamily, is this a worst case (yes/no) 4 . 5. Conditioned floor area (sq.ft. ) 5. 1507 .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 132 .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 , 169.00 ft 10.Net Wall type area and insulation: a. Exterior: 2 . Wood frame (Insulation R-value) 10a-2 R=11.00, 995.00sgft b. Adjacent: 2 . Wood frame (Insulation R-value) lOb-2 R=11 .00, 197 .00sgft 11.Ceiling type area and insulation: a. Under attic (Insulation R-value) lla.R=30.00 , 1658.00sgft 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. 90 16.Hot Water Credits: (HR-Heat Recovery, 16. DHP-Dedicated Heat Pump) 17 .Infiltration practice: 1, 2 or 3 17 . 2 18.HVAC Credits (CF-Ceiling Fan, CV-Cross vent, 18 . CF HF-Whole house fan, RB-Attic radiant barrier, MZ-Multizone) 19.EPI (must not exceed 100 points) 19. 95.96 a. Total As-Built points 19a. 27188.62 b. Total Base points 19b. 28333.01 ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- 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: owpl� BUILDING OFFICIAL: DATE: DATE: 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 65 SELVA LINKSID BUILDER: CENTEX AND ADDRESS: 1451 LINKSIDE DRIVE PERMITTING CLIMATE ATLANTIC BEACH, FL 3 OFFICE: ATL BCH FLA ZONE: 11_1 21_1 31v�l 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. 1507 .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 132 .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 , 169.00 ft 10.Net Wall type area and insulation: a. Exterior: 2 . Wood frame (Insulation R-value) 10a-2 R=11.00, 995.00sgft b. Adjacent: 2 . Wood frame (Insulation R-value) lOb-2 R=11.00, 197 .00sgft 11.Ceiling type area and insulation: a. Under attic (Insulation R-value) lla.R=30.00 , 1658.00sgft 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: 0.90 16.Hot Water Credits: (HR-Heat Recovery, 16. DHP-Dedicated Heat Pump) 17 .Infiltration practice: 1, 2 or 3 17 . 2 18.HVAC Credits (CF-Ceiling Fan, CV-Cross vent, 18. CF HF-Whole house fan, RB-Attic radiant barrier, MZ-Multizone) 19.EPI (must not exceed 100 points) 19. 95.96 a. Total As-Built points 19a. 27188.62 b. Total Base points 19b. 28333.01 ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- 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: llcompliance 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: ** 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 72 .00 65.8 4737 .6 DBL CLR N 42 .0 38.3 .94 1512 . 1 DBL CLR N 10.0 38.3 .94 360.0 DBL CLR N 20 .0 38.3 . 94 720.0 S 33.00 65.8 2171.4 DBL CLR S 24 .0 66.2 .91 1445.8 DBL CLR S 5. 0 66.2 .91 301.2 DBL CLR S 4 .0 66.2 .91 241.0 W 27 .00 65.8 1776.6 DBL CLR W 6.0 79 .7 .95 454.3 DBL CLR W 6.0 79 .7 .95 454 .3 DBL CLR W 15.0 79.7 .95 1135.7 ------------------------------------------------------------------------------- . 15 x GOND. FLOOR / TOTAL GLASS = ADJ. x GLASS = ADJ GLASS ( GLASS AREA AREA FACTOR POINTS POINTS POINTS ------------------------------------------------------------------------------- . 15 1,507 .00 132. 00 1.713 8,685.60 14,874 .09 1 6,624 .44 --------------- NON GLASS------------ AREA x BSPM = POINTS TYPE R-VALUE AREA x SPM = POINTS ------------------------------------------------------------------------------- WALLS---------------- Ext 995.0 .9 895 .5 Ext Wood Frame 11. 0 995.0 1.70 1691.5 Adj 197 .0 . 7 137. 9 Adj Wood Frame 11 .0 197 .0 .70 137 .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 1507 .0 . 6 904 .2 Under Attic 30. 0 1493.0 .60 895.8 Under Attic 30 .0 165.0 .60 99.0 FLOORS--------------- Slb 169.0 -37 .0 -6253 .0 Slab-on-Grade .0 169 .0 -41.20 -6962.8 INFILTRATION--------- 1507 . 0 8.0 12056.0 Practice #2 1507. 0 8. 00 12056.0 TOTAL SUMMER POINTS 22.787 .91 I 14,673.05 TOTAL x SYSTEM = COOLING TOTAL x CAP x DUCT x SYSTEM x CREDIT = COOLING SUM PTS MULT POINTS I COMPON RATIO MULT MULT MULT POINTS ------------------------------------------------------------------------------- 22,787 .91 . 37 8,431 .53 1 14 ,673.05 1 .00 1. 100 .340 .860 4,719.44 WINTER CALCULATIONS ******************************************************************************* BASE ___ _-= AS-BUILT GLASS---------------- ORIEN AREA x BWPM = POINTS TYPE SC ORIEN AREA x WPM x WOF = POINTS ------------------------------------------------------------------------------- N 72.00 -10 .6 -763.2 DBL CLR N 42 .0 7 .3 1.09 334.2 DBL CLR N 10 .0 7 .3 1.09 79.6 DBL CLR N 20 .0 7 .3 1.09 159. 1 S 33.00 -10.6 -349 .8 DBL CLR S 24 .0 -28.4 . 96 -654.3 DBL CLR S 5.0 -28.4 . 96 -136.3 DBL CLR S 4.0 -28.4 .96 -109. 1 W 27 .00 -10. 6 -286.2 DBL CLR W 6.0 -9.2 .85 -46.9 DBL CLR W 6.0 -9.2 .85 -46.9 DBL CLR W 15.0 -9.2 .85 -117.3 ------------------------------------------------------------------------------- . 15 x COND. FLOOR / TOTAL GLASS = ADJ. x GLASS = ADJ GLASS GLASS AREA AREA FACTOR POINTS POINTS POINTS ------------------------------------------------------------------------------- . 15 1,507.00 132 .00 1 . 713 -1,399.20 -2, 396. 13 -537 .95 NON GLASS------------ AREA x BWPM = POINTS TYPE R-VALUE AREA x WPM = POINTS ------------------------------------------------------------------------------- WALLS---------------- Ext 995 . 0 2 .2 2189.0 Ext Wood Frame 11.0 995.0 3. 70 3681.5 Adj 197 .0 3 .6 709.2 Adj Wood Frame 11. 0 197 .0 3.60 709.2 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 1507.0 1 .2 1808.4 Under Attic 30. 0 1493. 0 1.20 1791.6 Under Attic 30.0 165.0 1.20 198.0 FLOORS--------------- Slb 169 .0 8 .9 1504 . 1 Slab-on-Grade .0 169 .0 18.80 3177 .2 INFILTRATION--------- 1507 .0 7 .4 11151.8 Practice #2 1507.0 7.40 11151.8 TOTAL WINTER POINTS 15,440. 87 I 20,563.95 TOTAL x SYSTEM = HEATING TOTAL x CAP x DUCT x SYSTEM x CREDIT = HEATING WIN PTS MULT POINTS ( COMPON RATIO MULT MULT MULT POINTS ------------------------------------------------------------------------------- 15,440.87 .55 8,492 .48 + 20,563 .95 1.00 1. 100 .500 1 .000 11, 310. 17 WATER HEATING ******************************************************************************* BASE ___ __= AS-BUILT ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- NUM OF x MULT = TOTAL ( TANK VOLUME EF TANK x MULT x CREDIT = TOTAL BEDRMS RATIO MULT ------------------------------------------------------------------------------- 3 3803.0 11,409.00 40 .90 1.000 3719.7 1.00 11, 159.00 ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- ******************************************************************************* SUMMARY ******************************************************************************* BASE __= I =_= AS-BUILT ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- COOLING HEATING HOT WATER TOTAL I COOLING HEATING HOT WATER TOTAL POINTS + POINTS + POINTS = POINTS POINTS + POINTS + POINTS = POINTS ------------------------------------------------------------------------------- 8431.5 8492 .5 11409.0 28, 333.01 4719 .4 11310.2 11159.0 27, 188.62 ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- ***************** * EPI = 95.96 ***************** SERIAL # 5411 * RESMANUJ(c) WHOLE HOUSE HEAT GAIN / HEAT LOSS CALCULATION USING EP192-FLA/RES(c) DATA FILES (BASED ON A.C.C.A. MANUAL J - SEVENTH EDITION (c) 1986 by A.C.C.A. ) -------------------------------; :LOT 65 SELVA LINKSIDE - 1 ADDRESS : 1451 LINKSIDE DRIVE CITY :ATLANTIC BEACH, FL 32233 OWNER :CENTEX BUILDER :CENTEX Conditioned Floor Area : 1507 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 Set) Temp.Diff. (sTd) 20 Deg. F ---------------------------------------------------------------------------- * HEATING SUMMARY * * COOLING SUMMARY * ------------------------------------------------------------------- SUBTOTAL 22009 .41 STRUCTURE SENSIBLE : 10210.41 MECH.VENT- 100 Cfm 2090.00 SENS. + MECH.VENT : 12300.41 TEMP.SWING @ 3 DEG. : 1.00 OCCUPANT/APPLIANCE : 3000.00 DUCT LOSS 1100.47 DUCT GAIN : 1530. 04 TOTAL LOSS/BTUH 23109.88 TOTAL SENSIBLE 16830.45 TOTAL LATENT : 7499 .79 -------------------------------------------------------------------- 20% OVERSIZE FACTOR 4621.98 20% SENS.OVRSZE FTR: 3366.09 ACTUAL + 20% OVERSIZE: 27731 .86 ISENS. + 20% OVERSIZE: 20196.54 -------------------------------------------------------------------- * EQUIPMENT SELECTION * -------------------------------------------------------------------- EQT. MANUF. MODEL # TYPE HTG INPUT HTG OUTPUT AFUE/HSPF SENSIBLE CLG LATENT CLG TOTAL TONAGE (S)EER CLG CFM HTG CFM -------------------------------------------------------------------- under Attic 30 165 .00 214 .50 264 .00 --------- --------- ------ -------SUBTOTALS: 1658.00 2155.40 2652.80 Slab Oo� Grade------ --0-------169.00-------:-------------------------- Lin.Ft 5475.60 000.00 TOTAL STRUCTURE SENSIBLE * ------*- ------------------------- 22009.41 15300 41 ------------------------------------------------------ TRUSS SPECIFICATIONS FOR CENTEX 3705 A & C 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. DRAWING NUMBER DATE 13403 1013 REV 1 5-1-1993 13403 2of13 REV 1 5-1-1993 13403 3013 REV 1 5-1-1993 13403 4013 REV 1 5-1-1993 13403 5013 REV 1 5-1-1993 13403 6013 REV 1 5-1-1993 13403 7013 REV 1 5-1-1993 13403 8013 REV 1 5-1-1993 13403 9013 REV 1 5-1-1993 13403 10013 REV 1 5-1-1993 13403 11013 REV 1 5-1-1993 13403 12013 REV 1 5-1-1993 13403 13013 REV 1 5-1-1993 s - X 3705 Ai y AED . .. �Hq�titt9it�ti1tt /I LUMBER SMALL BE OF THE SPECIFIEO MINIMUM GRADES. 5) CONNECTOR PLATES SHALL BE INSTALLED SYW4STRICALLV M: 101 ALC TENSION CHORD MEMBERS ASSUMED TO BE CONTINUOUSLY 131 .0' INDICATES LATERAL BRACING MEMBER (174 MIN.) SPECIES, AND 19%MAXIMUM MOISTURE CONTENT, OR SUCH THAT THE JOINT. I BRACED BY EITHER 3/8' IMIN4 PLVNOOO SHEATNINB, 1/2' 14) INSTALLATION AND ERECTION OF THE TRUSS, PERMANENT, MO IS OF M1611ER ALLDMABLE STRESS VALUES, ALL VALUES USED 61 TOP C"OPO SPLICES ARE NOT PECONNENDED TO OCCUR MINI DRYWALL OR BRACING MEMBERS SPACED f0. O.C. MAX). TEMPORARY BRACING SHOULD BE DONE IN ACCOROUMCE WITH FOP DESIGN aPC BASED 014 THE LATEST EDITION OF THE NA- DIRECTLY ABOVE A 607TON CHORD SPLICE. UNLESS NOTED OTHERWISE. CURRENT TPI BRACING ANO ERECTION PUBLICATIONS. TICY4AL DESIGN STANDARDS PUBLISHED BY THE NATIONAL 71 V-2000 APPROVAL NUMBERS: UBC 2342. FHA 7CS 2014. SSCC 11) ALL COMPRESSION CHORD MEMBERS ASSUMED TO BE COMTINLMSLVI31 THIS DESIGN CONFOTWG TD CURRENT TPI DESIGN SPECIFICA- FOREST PRODUCTS ASSOCIATIMA. 7251. BOCA FILE 86-125 BRACED BY EITHER 3/9' (MIN.) PLYWOOD SHEATHING. 1/2' TIONS FOR METAL RATE CONNECTED WOOD TRUSSES AND 21 THIS OESI01 IS BASED 014 CLARY CONVECTOR PLATES CXL V. el THIS TRUSS HAS BEEN DESIGNED FOR THE LOAOIN6 SHOWN( (MIN.) DRYWALL OR BRACING MEMBERS SPACED AT 16. O.C. OUALI1V STANDAROS FOR TRUSSES. 31 COAECTOR PLATES SIZES ARE BASED ON AXIAL FORCES ONLY, ON THIS DRAWING. INSTALLATION NO USE SHALL CONFORM (MAX). UNLESS NOTED OTHERWISE. 16) NO MEMBER OF THE TRUSS WAY BE CUT OR MODIFIED IN ANY WAY. 41 COI44ECI0R RLATE SIZES APE CALLED OUT WIDTH (ACROSS SLOTSI WITH THIS DESIGN 121 ® INDICATES BEARING LOCATION. 171 SPECIAL HANDLING CARE SHOULD BE TAMEN DURING SHIPPING AND 61 LENGTH IAL MSG SLOTS) ANO THE MNIENTATION OF THE 91 THIS DESIGN IS APPLICABLE TO SHORTER SPAN TRUSSES OF ERECTION OF TRUSSES SEE MIB-91 FOR IECONHENOATIONS DIRECTION Of TmE P1 ATELENGTH, -CDNFtGURATION AND LOADING SPECIFIED BY FABRICATOR -ADDITIONAL PLATING FDR HANDLING TRUSSES IS RESPONSIBILITY OF FABRICATOR. RUN 5-6-4 4-11-12 4-11-12 5-6-4 RUN 1-5-14 1-5-14 74 PLF Max Height 5-7-3 12 qa Lj X'j 1� 36B/ 12 3780 378# 5 i a 193/ 193# � y i 1 n Ifl 580 136# 1360 68f r r 9600 9600 13.5)27% 13.5127% v � 3x4 5x6 3x4 3x4 20 PLF 7-2-3 6-7-11 7-2-3 1-4-0 1-4-0 Forcea(L-P) 21-0-0 D BUILDING TYPE:'Inclosed Residential CODE: Standard Building Code (SBCCI 1991) WIND SPEED: 110 mph MEAN ROOF HEIGHT: 13# TRUSS LOCATION: (Se) area UPLIFT CONNECTION REQUIRED: 6 30 0 AT EACH SUPPORT. NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW SEE NOTES 10 AND 11. ABOVE FOR BRACING REQUIREMENTS. No trusses: 4 Maximum deflection occurred at bottom joint 03. Maximum Live Load Deflection of .058' (1/16), Index-.082. (L/4345) Maximum Total Load Deflection of .09' (1/16), Index-.086, (L/2800) /1AG • (� REQ 5-I-q� kA (1>>/►.,�) lily CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 2110, COMMONS N ALPINE ENGINEERED PRODUCTS Inc 2X4 /2 DS SP ENG. FOt TRUE TRUSS INC. 1801 S. GSW PKWY, V�000 2-0-0 LL TC 30 GRAND PRAIRIE. Tx 75051 6.1 DL TC 7 BC LUMBER 2X4 02 OS SP PROJECT: CENTEX 3705 A GATE: 26 Oct 1992 OFJ LAYOUT TO:. (214) 660-3940 L R N LL BC 0 SCALE: OL SC 10 NESS 2X4 03 SP ADDRESS: CALF MEMBER TRUSS PLATE INSTITUTE 188 33.33 TOTAL 47 EXCEPT AS MAY BE NOTED 3/16 1) LUNGER SHALL BE OF THE SPECIFIED MINIMUM GRADES. 51 CONNECTOR PLATES SMALL BE INSTALLED SVWETRICALLV 00 101 ALO TENSION CHORD MEMBERS ASSUMED TO BE CONTINUOUSLY 191 -15" INDICATES LATERAL BRACINO MEMBER (t X4 MIN.) SPECIES. AND 19%MAXIMUM MOISTURE CONTENT. DR SUCH THAT THE JOINT. BRACED BY EITHER 3/0' IMIN) PLYWOOD SHEATHING. 1/2' 141 INSTALLATION AND ERECTION OF THE TRUSS. PERMANENT. AND IS OF H,,11 unER ALLOWABLE SRESS VALUES, ALL VALUES USED 51 TOP CHORD SPLICES APE NOT RECOMMENDED TO OCCUR (MINI DRYWALL OR BRACING MEMWPS SPACED f0' G.C. WUL AX(. TEMPORARY BRACING SHOD BE DONE 1N ACCORDANCE WITH FOP DE37GH APC BASED ON INC LATEST EDITION O INE NA- DIRECTLY ABOVE A BOTTOM CHORD SPLICE. UNLESS N40YED OTHERWISE. CURRENT TPT BRACING AND ERECTION PUBLICATIONS. TIOIALDESIGN STM40AFIDS PUBLISN.EO eY INE NATIONAL 71 V-2000 APPROVAL NUMBERS: UBC 2342. FHA TC8 2014. SBCC III ALL COMPRESSION CHORD MEMBERS ASSUMED TO BE CONTINUOU5LYIN THIS DESIGN CONFORMS 70 CURRENT TPI DESIGN SPECIFICA- FOREST P.000CjS ASSOCIATION. 725t. BOCA FILE 86-125 BRACED BY EITHER 3/8' (MIN.) PLYNDOO SHEATHING. 1/2' TIONS FOR METAL PLATE C0104ECTEO MOOD TRUSSES AND 21 1-15 DESIGN 15 BASED ON CLARY COiNECIDA PLATES ONLY. 91 THIS TRUSS HAS BEEN DESIGNED FOR THE LOADING SHOWN IMINA DRYWALL OR BRACING MEMBERS SPACED AT 16. O.C. QUALITY STANDARDS FOR TRUSSES. 31 CONNECTOR PLATES S17ES ARE BASED ON AXIAL FORCES ONLY. ON THIS DRAWING. INSTALLATION AND USE SHALL CONFORM (MAX). UNLESS NOTED OTHERWISE. 161 NO MEMBER OF THE TRUSS MAY BE CUT OR MODIFIED 1N ANN MAY, AI CONECTOR PLATE SIZES ARE CALLEO OUT MIOTN (ACROSS SLOTS) WITH THIS DESIGN 121 ® INDICATES BEARING LOCATION, 171 SPECIAL MANDL110 CARE SHOULD BE TAWEN OWING SHIPPING AN BN LENGTH I'LONG SLOTS) AND THE DPIENNTATIOi OF THE 91 THIS DESIGN IS APPLICABLE TO SHORTER SPAN TRUSSES OF ERECTION OF TRUSSES SEE HIB-91 FOR PECOmENDATIDIS A 1 7 1 N GT -CONFIGURATION AND LOA.DING SPECIFIED By FAPTCATOR -ADDITIONAL PLATING FDR HANDLING TRUSSES IS RESPONSIBILITY OF FABRICATOR. -THIS TRUSS IS DESIGNED ONLY FOR THE LOADS SHOWN. PROVISION FOR THE PREVENTION OF PONDING MUST BE MADE AND IS NOT THE RESPONSIBILITY OF THE TRUSS FABRICATOR OR CLARY. RUN 4-7-8 4-4-8 3-0-0 4-4-6 4-7-e RUN 1-5-14 1-5-14 74 PLF Max Height 4-10-3 12 G /\Q 6 2732 273/ 12 322E 3220 m 243 1601 1500 + y y 0 861 1190 1191 860 r r 9601 9601 m i Itn 13.51271 13.512711 Q f 3X4 5x6 3x8 3x4 20 PLF 9-0-0 3-0-0 9-0-0 1-4-0 21-0-0 1-4-0 Force!IL-R) y BUILDING TYPE: EMIosed Residential CODE: Standard Building Code (SBCCI 1991) WIND SPEED: 110 mph MEAN ROOF HEIGHT: 131 TRUSS LOCATION: (Se) area UPLIFT CONNECTION REWIRED: 6✓� a� AT EACH SUPPORT. NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW SEE NOTES 10 AND 11 ABOVE FOR BRACING REQUIREMENTS. No trusses: i Maximum deflection occurred at bottom joint /2. Maximum Live Load Deflection of .057' (1/16). Index-.082. (L/4421) Maximum Total Load Deflection of .089' (1/16). Index-.085, (L/2831) C 1U CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBER TRUSS' 21H0A M-9 ALPINE ENGINEERED PRODUCTS Inc2X4 02 OS SP ENG. FOR TRUE TRUSS INC. - 1801 S. GSM PKWY. v X000 2-0-0 LL TC 30 BC LUMBER PROJECT: CENTEX 3705 A DATE: 26 Oct 1992 GRAND PRAIRIE. TX 75051 6.1 DL TC 7 . 2X4 #2 DS SP LAYOUT ID OF) 1214) 660-3940 PLLN TE-TA6V'- L LL SC 0 WEBS : OL BC f0 2X4 •3 SP AGGRESS: SCALE:MEMBER TRUSS PLATE INSTITUTE 244 33.33 TOTAL 47 EXCEPT AS MAY BE NOTED H 1) LL94KA SMALL BE OF THE SPECIFIED MINIMUM GRADES. 5) CONNECTOR PLATES SMALL BE INSTALLED SnWIETR1CALLY ON SO) ALL`TENSION CHORD MEMBERS ASSUMED TO BE CONTINUOUSLY 131 S' INDICATES LATERAL SPACING MEMBER (1x2 MIN.) SPECIES AND 19%MAXIMUM MOISTURE CONTENT, OR SUCH THAT THE JOINT. Y BRACED BY EITHER 3/6' ININ) PLYWOOD SHEATHING, 1/2' 141 INSTALLATION AND ERECTION OF THE TRUSS. PERMANENT, AND 15 OF HIfHNER ALLOWABLE$TRESS YALLES. ALL VALUES USED 51 TOP CHORD SPLICES RD SPLICES ARE NOT RECOMMENDED TO OCCUR SHIM) DRYWALL OR BRACING MEMBERS SPACED 10' O.C. (MAX). TEMPORARY BRACING SHOULD Be DOIN ACCORDANCE MIT. NOR DESIG14 ARE BASED ON THE LATEST EDITION OF THE NA- DIRECTLY ABOVE A BOTTOM CHORD SPLICE. UKESS NOTED OTHERWISE. CURRENT TPI BRACING AND ERECTION PUBLICATIONS. TIVHAL DESSW4 STANDARDS PUBLISHED BY THE NATIONx.L 71 V-2000 APPROVAL NUMBERS: HSBC 2322. FNA TCB 2014. SBCC III ALL COMPRESSION CHORD MEMBERS ASSUMED TO BE CONTINAOUSLY151 THIS DESIGN CONFORMS TO CURRENT TPI DESIGN SPECIFICA- xO-EST cROGUCTS ASSOCIATIVE 7251. BOCA FILE 86-125 BRACED BY EITHER 3/6' (MIN.) PLYWOOD SHEATHING. 1/2' TIONS FOR METAL PLATE CONNECTED WOOD TRUSSES MO 21 1"IS DESIVE IS BASED VU CLARK CONNECTOR PLATES ONLY B) THIS TRUSS HAS BEEN DESIGNED FOR THE LOADING SHOWN (MIN.) DRYWALL OR BRACING MEMBERS SPACED AT 16' o.C. QUALITY STANDARDS FOR TRUSSES. 3) COHAHECTGR PLATES SIZES ARE BASED ON AXIAL FORCES ONLY, ON THIS DPAMING. INSTALLATION AND USE SHALL CONFORM BAX1. UNLESS NOTED OTHERWISE. 161 NO MEMBER OF THE TRUSS MAY BE CUT OR MODIFIED IN ANY MAY. 41 COXECICR PLATE SIZES ARE CALLED OUT WIDTH IACROSS SLOTS) WITH THIS DESIGN 121 ® INDICATES BEARING LOCATION. 171 SPECIAL HANDLING CARE SHOULD BE TAKEN DURING SHIPPING AN BH LENGTH LAL014 SLOTS) AND THE ORIENTATION OF THE 91 THIS DESIGN IS APPLICABLE TO SHORTER SPAN TRUSSES OF ERECTION OF TPUSSES SEE.IB-91 FOR RECOMMENDATIONS SIZE FEC110N Of 7"f PLATE LENGTH IDENTICAL =CWT&AATION AND LO 1146 SPECIFIED BY PAPTEATEA -REPETITIVE MEMBER STRESSES NOT USED. -ADDITIONAL PLATING FOR HANDLING TRUSSES IS RESPONSIBILITY OF FABRICATOR. -JACKS ARE TO BE 2XA TOP, 2x4 SOT. JACKS WITH SPANS GREATER THAN 7-6-14 MUST BE SPECIALLY DESIGNED. RUN 3-9-8 3-2-8 3-6-0 3-6-0 3-2-8 3-9-8 RUN 1203 1203 #2D3 1203 166.5 1-5-14 2x4 2x4 2x4 2x4 1-5-f4 74 74 PLF Max Height 3-10-3 7-h-0 14-b-0 1290 1291 12 Q 6 540# 5831 540• 12 4x4 6rs '% 248/ 248# 6 y y 2{3 Z*3 130/ 1301 m y y H 0 66# 74!# 7411 661 T T IT) I m 2015/ 2015# t 13.5158% 13.5158% 3x8 axe 4x8 3xe 45 20 20 PLF 7-0-0 7-0-0 7-0-0 7-h-0 14-t-0 514/ 5140 1-4-0 1-4-0 21-0-0 ForteS(L-R) BUILDING TYPE: €nclosed Residential J� CODE: Standard Bt:ilding Code (SBCCI 1991) WIND SPEED: 110 no MEAN ROOF HEIGHT: 134 TRUSS LOCATION: (Se) area UPLIFT CONNECTION REQUIRED: 9911 0 AT EACH SUPPORT. NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW SEE NOTES 10 AND 11 ABOVE FOR BRACING REQUIREMENTS. No trusses: 1 Truss designed to support 7-0-0 jack system with Dutrigger Maximum deflection occurred at bottom joint #3. Maximum Live Load Deflection of .115' (2/16), Index-.164, (L/2193) Maximum Total Load Deflection of .18' (3/16). Index-.171, (L/1400) _ (] PE L) 5/11A3 J(OL CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING IPSF) TC LUMBER TSS: 2110' H-7 ALPINE ENGINEERED PRODUCTS Inc y X000 2-0-0 LL TC 2X6 i1 DB SP ENG. FOR TRUE TRUSS INC. - feof S. GSW PKWY. 30 BC LUMBER 2X6 /1 Ds SP PROJECT: CENTEX 3705 A DATE: 26 Oct 1992 OF GRAND PRAIRIE, Tx 75051 6.1 (214) 660-3940 -PL-ATt`­AREA: —i L DL TC 7 LL 8C 0 WEBS LAYOUT IQ OL BC 10 2X4 /3 SP ADDRESS: SCALE: MEMBER TRUSS RATE 2NSTITUTE 408 33.33 TOTAL 47 EXCEPT AS MAY BE NOTED 3/16 11 LUHBER SHALL BE OF TME SPECIFIED MINIMUM GRADES, 51 CaCHORDCTOR PLATES SHALL BE INSTALLED SYMWFIPICALLV DN 101 ALLYTENSION CHORD MEMBERS ASSUMED TO BE CONTINUOUSLY 131 3*' INDICATES LATERAL BRACING MEMBER (1Y3 MIN.) - - SPECIES, AND 19TT MAY IMUM MOISTUAC CONTENT, DR SUCH THAT THE JOINT I SPACED BY EITHER 3/6- ININ1 PLYWOOD SPEATHINO. 9/2- 141 INSTALLATION AND ERECTION OF THE TRUSS, PERMANENT, A140 IS OF HIGMER ALLOWABLE STRESS VALUES, ALL VALUES USED 5) TOP CHORD SPLICES ARE NOT RECOMMENDED 10 OCCUR THIN) DRYWALL OR SPACING MEMBERS SPACED 10' R.C. (MAX). TENPORAPY BRACING SHOULD BE 001E 1N ACCOPOAN4CE WITH FOP DESr&N APE BASED ON TME LATEST EDITION or THE HA- DIPECTLY ABOVE A BOTTOM CHORD SPLICE. UNLESS NOTED OTHERWISE. CURRENT IPI BRACING APO ERECTION PUBLICATIONS 11011AL DESIGN STMOAPDS PUBLISHED 91 THE NATIONAL 7) V-2D00 APPROVAL NUMBERS: UBC 2342, FHA ICS 2014 SBCC III ALL COMPRESSION CHORD MEMBERS ASSUMED TO BE CONTIHU[)U5LV151 THIS DESIGN CONFORMS TO CURRENT TPI DESIWM S✓tCIFICA- FOREST PRODUCTS ASSOC1ATlari 7251. BOCA FILE 86-125 BRACED BY EITHER 3/6• IMIN.1 PLYWOOD SHEATHING. 1/2' TIONS FOR METAL PLATE COreECTEO WOOD TRUSSES AND 21 THIS DESIGNS 1S BASED 014 CLARY CO—ECTOP PLATES ONLY. B) THIS TRUSS HAS BEEN DESIG44ED FOR THE LOADING SHOWN [MIN.) DRYWALL OR SPACING MEMBERS SPACED AT 16' O.C. QUALITY STANDARDS FDA TRUSSES. 51 C0181ECTDR PLATES SIZES ARE BASED 014 A/IAL FORCES OULY. DN THIS DRAWING. INSTALLATION AND USE SHALL CONFORM IMAYI• UNLESS NOTED OTHERWISE. 161 NO ME14BEA OF THE TRUSS MAY BE CUT OR MODIFIED 114 ANY WAY. 41 COII*CIDR PLATE SIZES ARE CALLED OUT WIDTH (ACROSS SLOTS) WITH THIS DESIGN - 12) ® INDICATES BEARING LOCATION, 171 SPECIAL HANDLING CARE SHOULD BE TAKEN DURING SHIPPING AW Bw LENGTH TALONG SLOTS) MO THE ORIENTATION OF THE 91 THIS DESIGN IS APPLICABLE 10 SHORTER SPAN TRUSSES OF EPECTION OF TWISSES SEE Ht0-91 FOR PECOMHENDATIOr4S T P 1 1IDENTICAL LOADING AND CONFIGURA110#4 -CONFIGURATION AND LOADING SPECIFIED By ABRICAt -REPETITIVE MEMBER STRESSES NOT USED. -ADDITIONAL PLATING FOR HANDLING TRUSSES IS RESPONSIBILITY OF FABRICATOR. 4-0-0 4-0-0 1 37 PLF Max Helgnt 2-4-3 137# 12 12 69I# 69# � W M 1 N 3V 647# 3T 1131 7,814`# 754# 13,5122% 13.5122Y 1CEO 174.5 PLF m 3x4 N 3x4 4-0-0 1 4-0-0 Force3ll-P) B-0-0 BUILDING TYPE: Enclosed Residential CODE: Standard Building Code (SBCCI 1991) WIND SPEED: 110 no MEAN ROOF HEIGHT: 131 TRUSS LOCATION: (Se) area UPLIFT CONNECTION REQUIRED: !QO2 # AT EACH SUPPORT. NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW SEE NOTES 10 AND 11 ABOVE FOR BRACING REQUIREMENTS. No trusses: 1 One Half of 7-0-0 Trusses supported by Bot Chord Maximum deflection occurred at bottom joint #2. Maximum Live Load Deflection of ,012' (0/16), Index-:044, (L/8000) Maximum Total Load Deflection of .019' (0/16), Index-.048. (L/5053) p ReU JICA ( tai .�i� l r� IT L CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 8'0' COMMON GIRDER ALPINE ENGINEERED PRODUCTS Inc V-2000 2-0-0 LL TC 30 2X4 #2 Do SP ENG. FOt TRUE TRUSS INC. - V fool S. GSM PKWY. BC LUMBER PROJECT: CENTEX 3705 A DATE: 25 Oct 1992 qi GRAND PRAIRIE. Tx 75051 6'1 DL TC 7 2X6 #1 OS SP LAYOUT IO (214) 660-3940 WEBS LL BC 0 SC/2. MEMBER TRUDL BC 10 2X4 #3 SP ADDRESSSS PLATE INSTITUTE 92 33.33 TOTAL 47 EXCEPT AS MAY BE NOTED •11 LUHBEA SHALL BE OF THE SPECIFIED MINIMUM GRADES. 51 CONNECTOR PLATES SHALL BE INSTALLED SYM'ETRICAIIv OR 101 ALO TENSION C11D110 MEMBERS ASSUMED TO BE CONTINUOUSLY 131 r INDICATES LATERAL BRACING MEMBER IIx.MINI SPECIES. AND 197 MAXIMUM MOISTURE CONTENT, OR SUCH THAT THE JOINT. BRACED BY EITHER 3/9- (MINI PLYWOOD SHEATHING, 1/2' 141 INSTALLATION AND ERECTION OF THE TRUSS. PERMANENT. AND IS OF H•-GNER ALLDMABIE STPESS VALUES. ALL VALUES USED 5) TOP CHORD SPLICES APE NOT PECOMMENOEO TO OCCUR MING ORYMALL OR BRACING MEMBERS SPACED f0' G.C. IMAX), IEMPCYIARV BRACING SHOULD BE DONE IN ACCOPDAHCE WITH FOR DESIGN ARE BASED ON THE LATEST EDITION OF THE NA- DIRECTLY ABOVE A BOTTOM CHORD SPLICE. UNLESS NOTED OTHERWISE. CURRENT TPI BRACING AND,ERECTION PUBLICATIONS. TIO-L DESIGNU STANDARDS PUBLISHED BY THE NATIONAL 71 V-2000 APPROVAL NUMBERS UBC 2342, FHA TC8 2014. SBCC III ALL COMPRESSION CHORD MEMBERS ASSUMED TO BE CONTINOUSLY151 THIS DESIGN CONFORMS TO CURRENT TPI DESIGN SPECIFICA- FO-EST PRODUCTS ASSOCIATION, 7251, BOCA FILE 86-125 BRACED BY EITHER 3/0' IMIN.) PLYWOOD SHEATHING. 1/2' TIONS FOR METAL PLATE CONF4ECTEO WOOD TRUSSES AND 2) THIS DESIGN IS BASED 011 CLARY CWCIECTOR PLATES ONLY. 81 THIS TRUSS HAS BEEN DESIGNED FOR THE LOADING SHOWN (MIN,) DRYWALL OR BRACING MEMBERS SPACED AT 16' G.C. DUALITY STANDARDS FOR TRUSSES. 31 COIXNECTDR PLATES SIZES ARE BASED ON AYIAL FORCES ONLY. ON THIS DRAWING. INSTALLATION AND USE SHALL CONFORM (WAY), UNLESS 1407ED OTHERWISE. 16) NO MEMBER OF THE TRUSS MAY BE CUT OR MODIFIED IN ANY MAY. AI CONNECTOR PLATE SIZES APE CALLED OUT WIDTH (ACROSS SLOTSI WITH THIS DESIGN 121 al INDICATES BEARING LOCATION. 171 SPECIAL HANDLING CARE SHOULD BE TAKEN DtAI146 SHIPPIIO AND BY LENGTH fALMZ SLOTS) AND THE ORIENTATION OF THE 91 THIS DESIGN IS APPLICABLE 70 SHORTER SPAN TRUSSES OF ERECTION OF TRUSSES SEE HIB-91 fOR PECOMMENDATIGNS A t P 7 T I TLOADING AND CONFIGURATION -COIZIGURATION AND LOADING SPECIFIED BY FABRICATOR -REPETITIVE MEMBER STRESSES NOT USED. -ADDITIONIAL PLATING FOR MANOLING TRUSSES IS RESPOI451BIL17Y OF FABRICATOP. RUN 4-0-0 3-0-0 1-5-14 Max Height 2-4-3 74 PLF � 12 12 >( V D 6 237# 6 1001 137. 11, m v at, N 37# 540 27# 1 304# 3DO1 mINul 13.518X (3.5]8X 4x4 2X4 nX 20 PLF 4-0-0 3-0-0- Forces(L--R)1-4-0 7-0-0 .__ D BUILDING TYPE:4nctosed Residential CODE: Standard Building Code (SBCCI 1991) WIND SPEED: 110 mph MEAN ROOF HEIGHT: 13' TRUSS LOCATION: (Se) area UPLIFT CONNECTION REQUIRED: a 8 9 0 AT EACH SUPPORT. NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW SEE NOTES 10 AND 11 ABOVE FOR BRACING REQUIREMENTS. No trusses: 3 Maximum deflection occurred at bottom joint #2. Maximum Live Load Deflection of .003' (0/16), Index-.014, (L/28000) Maximum Total Load Deflection of .005' (0/36), Index-.014, (L/16800) �>IpcU 5-1-C73 Jin C'WiA»`• !I� CLARY DIVISION PLATE TYPE: D.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 7'0' STUB COMMONS ) ALPINE ENGINEERED PRODUCTS Inc V2000 2-0-0 GRAND PRAIRIE. LL TC 30 2X4 02 09 SP ENG. FOR; TRUE TRUSS INC.1801 - S. GSW AIRIE, Tx 75051 6,1 DL TC 7 PKWY, SC LUMBER 2X4 #2 Os SP PROJECT: CENTEX 3705 A DATE: 26 Oct 1992 SOF (214) 660-3940 'ATE-AREA: L LL BC 0 WEBS LAYOUT I0: MEMBER TRUSS PLATE INSTITUTE 116 33.33 OL BC 10 2X4 03 SP ADDRESS: SCALE: TOTAL 47 EXCEPT AS MAY BE NOTED 1/2 '11 LUMBER SHALL BE DF THE SPECIFIED MINIMUM GAAOES. 51 COMN CONNECTOR PLATES SMALL BE INSTALLED SYiTRICALLY O1 10) ALL`TENSION CHDRD MEMBERS ASSUMED TD BE CONTINUOUSLY 131 .0- INDICATES LATERAL BRACING MEMBER 11X2 WIN.) SPECIES, MNO 19X MAXIMUM MOISTURE CONTENT, OR SUCH THAT THE JOINT. GRACED BY EI TNER 3/9' (MIN) PLYWOOD SMEATMING, 1/2' 14) INSTALLATION AND ERECTION OF THE TRUSS, PERMANENT, AND IS DF rt1GrER ALLOWABLE STRESS VALUES. ALL VALUES USED 6) TOP CnOAD SPLICES ARE NDT RECOMMENDED 10 OCCUR (MIMI DRYWALL OR BRACING MEMBERS SPACED f0' O.C. (MAX). TEMPORARY BRACING SHOULD BE OCtE IN ACCORDANCE WITH FOR DESIGNApe BASED ON INE LATEST EDITION OF THE NA- OIRECTLY ABOVE A BOTTOM CHDRD SPLICE. UNLESS NOTED OTHERWISE. CURRENT TPI BRACING AND ERECTION PUBLICATIONS. IIONAL DESIGN STMDAROS PU84.I5NED B/ THE NATIONAL 71 V-2000 APPROVAL NUMBERS: UBC 2342. FHA TCB 2012. SBCC 11) ALL COMPRESSION CnORO MEMBERS ASSUMED TO BE CONTINUOUSLVI51 THIS DESIGN CONFORMS TO CURRENT IPI CESIGH SPECIFICA- 10-EST PRODUCTS ASSOCIAt1ON. 7251. COCA FILE 06-125 BRACED BY EIIMER 3/11' IMINJ PLYWOOD SHEATHING. 1/2' TIONS FOR METAL PLATE CONNECTED MOOD TRUSSES AND 21 THIS DESIGN IS BASED ON CLARK CO IEC10R PLATES ONLY. B) THIS TRUSS HAS BEEN DESIGNED FOR THE LOADING SHOWN IMINJ DRYWALL OR BRACING MEMBERS SPACED AT 16' O.C. OUALITY STANDARDS FDA TRUSSES, 31 CONAECTOR PLATES SIZES ARE BASED ON AXIAL FORCES OLY, ON THIS DRAWING. INSTALLA71ON AND USE SHALL COFORW IMAX), UNLESS N07ED OTHERWISE. 16) NO MEMBER OF THE TRUSS MAY BE CUT OR MODIFIED IN ANY MAY, 41 CONNECTOR PLATE SIZES APE CALLED OUT MIDTH NACROSS SLOTS) WITH THIS DESIGN 121 ® INDICATES BEARING LOCATION. 171 SPECIAL HANDLING CARE 94OLLO BE TAKEN"ING SHIMI14 AND BY LE14GTH TALONG SLOTS$ AND THE OPIENTATION/OF THE 91 tMIS DESIGN IS APPLICABLE TO SHORTER SPAN TRUSSES OF ERECTION OF TRUSSES. SEEHIB-GI FOR RECOMMENDATIONS SIZE CALL OUT IS 1 IIU4 OF 7mf PLATELENGTH IDENTICAL LOADING =0iFIGURATfON AND LOADING SPECIFIED BY FABAICATOA -PEPETITIVE MEMBER STRESSES 140T USED. -ADDITIONAL PLATING FOR HANDLING TRUSSES IS RESPONSIBILITY OF FABRICATOR. RUN 7-0-0 1-5-1A Max Height 3-10-3 74 PLF x fU 12 2371 6 1, H 2371 o � 14, i 64/ 64/ T T 302► 3021 [3.5]BY 13.51 BY �Iv 20 PLF n 2x4 ^' Forces(L-R) 7-0-0 BUILDING TYPE: E4closed Residential CODE: Standard Building Code (SBCC$ 1991) 1-4-0 7-0-0 WIND SPEED: 110 mph MEAN ROOF HEIGHT: 131 TRUSS LOCATION: (Se) area UPLIFT CONNECTION REQUIRED: �28 7 0 AT EACH SUPPORT. NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW SEE NOTES 10 AND 11 ABOVE FOR BRACING REQUIREMENTS. No trusses: 4 Mid panel point deflection .4388 D RW 5-1-61 ,l(A r CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBER TRUSS' 7 OW MONOS 1 ALPINE ENGINEERED PRODUCTS Inc V2000 2-0-0 LL TC 30 2X4 02 D9 SP ENG. FOR: TRUE TRUSS INC. - 1801 S. GSM PKWY. 61 SC LUMBER PROJECT: CENTEX 3705 A DATE: 25 Oct 1992 DL TC 7 ' GRAND PRAIRIE. TX 75051 2X4 02 DS SP LAYOUT ID (214) 660-3940 LL SC 0 WEBS OL BC 10 2X4 03 SP ADDRESS: SCALE: MEMBER TRUSS PLATE INSTITUTE 40 33.33 TOTAL 47 EXCEPT AS MAY BE NOTED 1/2 II LUHBER SHAII BE OF THE SPECIFIED wINIMUH GRADES. 5) CONNECTOR PLATES SHALL BE INSTALLED SYVIIETRICALLY ON 10) ALt TENSION CHOW MEMBERS ASSUMED TO BE CONTINUOUSLY 13) .0" INDICATES LATERAL BRACING MEMBER (1X4 MIN.) SPECT - AN19%wAFItUN MOISTURE CONTENT. OR SUCH THAT THE JOINT. I BRACED By EITHER 3/8' (MINI PLYWOOD SHEATHING. 1/2' tAl INSTALLATION AND EAECTION OF THE TRUSS. PERMANENT, AND IS OF nIrl N*P ALLOWABLE SIPESS VALUES. ALL VALUES USED 51 TOP CHORD SPLICES ARE NOT RECOMMENDED TO OCCUR ININ4 DRYWALL OR BRACING MEMBERS SPACED 10' D.C. IMAX). TEMPORARY BRACING SHOULD BE DONE IN ACCORDANCE W17H FOR DESIGN APE BASED ON THE LATEST EDITION OF THE HA- DIRECTLY ABOVE A BOTTOM CHORD SPLICE, UNLESS NOTED OIHERWISE. CURRENT TPI BRACING ANO ERECTION PUBLICATIONS. TION+AL DESIGN 5TANDARGS PUBLISHED BY THE UATIO14AL 7) V-2000 APPROVAL NUMBERS: UBC 2342. FHA TCS 2014. SSCC II) ALL COMPRESSION Cn0R0 MENIMERS ASSUMED TO BE CONTINOUSLYI5) THIS DESIGN CONFORMS 10 CURRENT IPI DESIGN SPECIFICA- FOREST PPODUCIS ASSOCIATION. 7251. BOCA FILE 66-125 BRACED BY EITHER 3/e' IMIN.1 PLYWOOD SHEATHING. I/2' TIONS FOR METAL RATE CONNECTED MOOD TRUSSES AND 21 THIS DESIGN IS BASED O1 CLIA' CONNECTOR PLATES ONLY. 81 THIS TRUSS HAS BEEN DESIGNED FOR THE LOADING SHOWN MIN.) DRYWALL OR BRACING MEMBERS SPACED AT 16' D.C. DUALITY STANOAADS FDA TRUSSES. it CONPIECTOA PLATES SIZES ARE BASED ON AXIAL FORCES 01;Y. OIN THIS DRAWING. INSTALLATION AND USE SHALL CONFORM IMA4. 1XILESS NOTED OTHERWISE. 161 NO MEMBER OF THE TRUSS MAY BE CUT OR MODIFIED 111 ANY MAY. AI CO4NECTOR 4LATE SIZES ARE CALLED WT WIDTH (ACROSS SLOTS( WITH THIS DESIGN12) ® INDICATES SEARING LOCATION. 171 SPECIAL HANDLING CARE SHOULD BE TAKEN DURING SHIPPING AN er LENGTH NLONG SL OT 51 ANO THE OPIEN T ITION OF THE 9) Tn IS DESIGN IS APPLICABLE TO SNORTER SPAN TRUSSES OF ERECTION OF TRUSSES SEE NIB-%$ FOR RECOMMENDATIONS S17T 7 P P T T LENGTH. LOADING -CONE!UATION AND LOADING SPECIFIED Y ABR CATOR 3-9-B -REPETITIVE MEMBER STRESSES NOT USED. 3-2-B -ADDITIONAL PLATING FOR HANIXING TRUSSES IS RESPONSIBILITY OF FABRICATOR. Max He:gnt 3-10-3 X 37 PLF N 540 y 119! 12 A*6 65t 6 14, BBT# 1615# 7340 17410 1728# 13.515OX 13 5149% 503.5 PLF Forces(L-RI r BUILDING TYPE: Enclosed Residential CODE: Standard Building Code (SBCCI 1991) 4x4 WIND SPEED: 110 nph 3x4 m MEAN ROOF HEIGHT: 13' TRUSS LOCATION: (Se) area 3-9-8 1 3-2-e 1 UPLIFT CONNECTION REQUIRED: INc�4 # AT EACH SUPPORT. NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW � 7-0-0 1 SEE NOTES 10 AND 11 ABOVE FOR BRACING REQUIREMENTS. No trusses: 1 One Half of 21-0-0 Trusses supported by Bot Chord Maximum deflection occurred at bottom joint #2. Maximum Live Load Deflection of .021' (0/16), Index-.089. (L/4000) Maximum Total Load Deflection of .033' (1/16). Index-.094. (L/2545) PF_U S-(- `7 ? ,J fn k1 7'J) ( (L CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 7'0* MONO GIRDER W D 7 ALPINE ENGINEERED PRODUCTS Inc y2000 2-0-0 LL TC 3p 2X4 #2 Ds SP ENG. FOR: TRUE TRUSS INC. - 1801 S. GSW PALMY. GRAND PRAIRIE. TX 75051 6.1 OL TC 7 2X6 /1 OS SP OF BC LUMBER PROJECT: CENTEX 3705 A DATE: 26 Oct 1992 7 � I (214) 650-3940 PLATE AREA: —INC-F L LL SC 0 WEBS LAYOUT I0: ( -.> OL BC 10 2X4 03 SP ADDRESS MEMBER TRUSS PLATE INSTITUTE 158 33.33 TOTAL 47 EXCEPT AS MAY BE NOTED 3/4 11 LUMBEP`SHALL BE OF THE SPECIFIED MINIMUM GRADES. 51 CONNECTOR PLATES SHALL BE INSTALLED SYMMETRICALLY QN 10) Ai.L TENSION C DRO MEMBERS ASSUMED TO BE CONTINUOUSLY 131 3P" INDICATES LATERAL BRACING WENGER IIx4 MIN.) SPECIES. " 7n MAXIMUM MOISTURE CONTENT. OR SUCH THAT THE JOINT. I BRACED BY EITHER 3/8' IMING PLYWOOD SHEATHING. 1/2' 14) INSTALLATION AND ERECTION OF THE TRUSS. PERMANENT. AND IS OF HIIGHER ALLOWABLE STRESS VALUES. ALL VALUES USED 61 TOP CHORD SPLICES ARE NOT RECOMMENDED TO OCCUR (MINI DRYWALL OR BRACING MENBEPS SPACED 20' a.C. (MAX). TEMPORARY BRACING SHOULD BE DONE IN ACCORDANCE WITH FOR DESIGN APE BASED ON THE LATEST EDITION OF TIE NA- DIPECTLY ABOVE A BOTTOM CHOW SPLICE. UNLESS NOTED OTHERWISE. CURRENT TPI BRACING AND ERECTION PUBLICATIONS. TIONAL DESIGN STANDARDS PUBLISHED BY THE NAIIOHA. 71 Y-2000 APPROVAL NUMBERS: UBC 2342. FMA NCB 2014. SBCC 11) ALL COMPRESSION CHORD MEMBERS ASSUMED TO BE COMTINUDUSLYI51 THIS DESIGN CONFORMS 10 CURRENT TPI DESIGN SPECIFICA- FOREST PRODUCTS ASSOCIATIOI. 7251. BOCA FILE 66-125 BRACED BY EITHER 3/8' ININA PLYWOOD SHEATHING. 1/2' TIONS FOR METAL PLATE CONNECTED WOOD TRUSSES AND 21 THIS DESIGN IS BASED ON CLARY COnECTOR PLATES ONLY. 51 THIS TRUSS HAS BEEN DESIGNED FOR THE LOADING SHOWN (MIN.) DRYWALL OR BRACING MEMBERS SPACED AT 16' O.C. QUALITY STANDARDS FOR TRUSSES. 3) C014IECIOR PLATES SITES ARE BASED OI AXIAL FORCES ONLY. ON THIS DRAWING. INSTALLATION AND USE SHALL CONFORM IMAXI. UNLESS NOTED OTHERWISE. 161 NO MEMBER OF THE TRUSS MAY BE CUT OR MODIFIED IN ANY MAY, A) CON84EC70A PLATE SIZES ARE CALLED OUT WIDTH IACROSS SLOTS) WITH THIS DESIGN 121 BE INDICATES BEARING LOCATION. 17) SPECIAL HANDLING CARE SHOULD BE TAKEN DURING SHIPPING AN BY LENGTH 1ALONG SLOTSI AND THE ORIENTATION OF THE 21 THIS DESIGN IS APPLICABLE TO SHORTER SPAN TRUSSES OF ERECTION OF TRUSSES SEE NIG-81 FOR RECONAENOATIONS �72F CALL T IS itt 01KCTION OF T -CONFIGURATION AND LOADING SPECIFIED BY FABRICATOR -REPETITIVE MEMBER STRESSES NOT USEO. -ADDITIONAL PLATING FOR HANDLING TRUSSES IS RESPONSIBILITY OF FABRICATOR. 3-2-4 RUN 7-4-7 6-5-l5 6-7-11 4-6-10 4-8-6 4-0-12 HUN 1-5-14 1-5-14 Max Height 10-7-3 74 PLF 12 v6 5 xS 12 9*A Pf r1 6p NIDD X 4 34 4# 419# I M 2127# (3.5145$3.51 6% 3x5 o Q o (3.51 30% � n1w N � 4xe w5 20 PLF 3x5 lX 8x6 17 # 7-4-7 6-5-15 6-7-11 9-3-0 7-3-0 Forces(L-P) 1-4-0 1-4-0 BUILDING TYPE: Eactosed Residential 37-0-0 bl> CODE: Standard Buitding Code (SBCCI 1991) WIND SPEED: 110 no MEAN ROOF HEIGHT: 13' TRUSS LOCATION: (Se) area UPLIFT CONNECTION REQUIRED: 65C. # AT EACH SUPPORT. NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW SEE NOTES 10 AND 11 ABOVE FOR BRACING REQUIREMENTS. No trusses: I Special Loading; Refer to Loading Diagram THIS TRUSS ANALYZED WITH PPSA Maximum deflection occurred 50.88' from the left end of bottom panel 04. 2 Members Required Maximum PPLive Load Deflection of .152' (3/16). Index-.164. (L/2193) FASTEN TOGETHER WITH: TOP 10d NAILS 12'0.C. Maximum PPTotal Load Deflection of .253' (4/16), Index-.171, (L/1404) BOT SOtl NAILS 12'O.C. MES 10d NAILS 12'0.C. FASTEN AT OR NEAR ALL PALL POINTS. PC L) C WIN1>> DO NOT NAIL OR BOLT THROUGH TRUSS PLATES, I CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBER TRUSS 37'0A SPEC GIRDER ALPINE ENGINEERED PRODUCTS Inc V2000 2-0-0 LL TC 30 2X4 #2 D9 SP ENG. FOR TRUE TRUSS INC. - 1801 S. GSW PKWY. BC LUMBER PROJECT: CENTEX 3705 A DATE: 25 Oct 1992nSCALE: GRAND PRAIRIE. Tx 75051 6.1DL TC 7 2X6 #1 DS SP LAYOUT I0:1214) 660-3940 AFS N L LL BC 0 WEBS MEMBER TRUSS PLATE INSTITUTE 508 33.33 TOTAL 47 2X4 #3 SP ADDRESS: EXCEPT AS MAY BE NOTED N 11 LUNSE-SHALL BE or THE SPECIFIED MINIMUM GRADES. 51 CONNECTOR PLATES SHALL BE INSTALLED SYw�TRICALLY ON 101 ALL TENSION CHORD MEMBERS ASSUMED TO BE CONTINUOUSLY 131 0' INDICATES LATERAL BRACING MEMBER (1xA MIN.) SPECIES'"A NO /91 wAFIwUN MOISTURE CONTENT, OR SUCH THAT THE JOINT. BRACED BY EITHER 3/8' WIN) PLYW000 SHEATHING. 1/2' 14 INSTALLATION AND ERECTION OF THE TRUSS. PERMANENT. AND IS Of HIGrtA ALLOWABLE STRESS VALUES. ALL VALUES USE I1 51 TOR CHORD SPLICES ARE NOT RECOMMENDED TO OCCUR 1M1 NI DRYWALL OR BRACING MEMBERS SPACED 10' a C. IMAX ) . TEMPORARY BRACING SHOULD BE GONE IN ACCORDANCE WITH FOP DESIGN ARE BASED ON THE LATEST EDITION Of TnE NA- DIRECTLY ABOVE A BOTTOM CHORD SPLICE. UNLESS NOTED OTHERWISE. CURRENT TPI BRACING AND ERECTION PUBLICATIONS. TIOUL DESIGN STANDARDS PUBLISHED Br THE NATIONAL 71 V-2000 APPROVAL NUMBERS: UBC 23A2. FnA ICS 2014, SBCC III ALL COMPRESSION CHORO MEMBERS ASSUMED TO BE CONTIN OUSLVI51 THIS DESIGN CONFORMS TO CUR ENT TPI DESIGN SPECIFICA- FOREST PRODUCTS ASSOCIATION 7251. BOCA FILE 06-125 BRACED BY EITHER 3/0' (MIN.) PLYW000 SHEATHING. 1/2' TIONS FOR METAL PLATE CONNECTED WDOD TRUSSES AND 24 THIS DESIGN IS BASED ON CLAP' CONNECTOR PLATES ONLY. 81 THIS TRUSS HAS BEEN DESIGNED FOR THE LOADING SHOWN (MIN.) DRYWALL OR BRACING MEMBERS SPACED AT 16' O.C. QUALITY STANDARDS FDA TRUSSES. 31 COIALCTOP PLATES SIZES ARE BASED ON A$IAL FORCES ONLY. ON THIS DRAWING. INSTALLATION AND USE SMALL CONFORM (MAXI, UNLESS MOVED OTHERWISE. 161 NO MEMBER OF THE TRUSS MAY BE CUT OR MODIFIED IN ANY MAY. 41 CONNECICA PLATE SIZES ARE CALLED OUT WIDTH [ACROSS SLOTS) WITH THIS DESIGN 12) ® INDICATES BEARING LOCATION. 171 SPECIAL HANDLING CARE SHOULD BE TAKEN DJAING SHIPPING AND BN LENGTH IALONG SLOTS/ MIND THE DPIENTATIONN OF THE 91 THIS DESIGN IS APPLICABLE TO SHORTER SPAN TRUSSES OF _ ERECTION OF TRUSSES. SEE HIS-9E FOR PECOwwENDATIOS 512F CALL 1 IS THE EIRECIJONMP P1 ATFGTH IDENTICAL LOAD114GAND -CONFI OUR ATION AND LOADING SPECIFIED 9Y FABRICATOR -ADOITIONAL PLATING FOR HANDLING TRUSSES 15 RESPONSIBILITY OF FABRICATOR. -FALSE BOTTOM CHORD INFORMATION FALSE BOT 27-8-0 ON LEFT. VERTICAL SPACING-A-0-0. USE MINIMUM OF 2xA PLATE FOR FASTENING FALSE BOT CHORD VERTICALS. USE 3x4 MIN. FOR SCARF ON FALSE 007 CHORD. TRUSS BOTTOM CHORD ABOVE FALSE BOTTOM CHORD MUST BE BRACED WITH 114 CONT. LATERAL BRAC1140 AT 2' O.C. MAX SPACING. RUN 7-1-3 6-5-11 6-10-3 5-2-0 5-4-12 5-11-4 RUN 1-5-14 1-5-14 Max Height 10-7-3 74 PLF 12 Q 6 5X5 445/ 4961 3910 I4S 4091 494/ 6 IAA 209E l '� 3d7 2520 lY 90I 1 f of 561 0 5y,6 1000 2030 11310 17!10 1712/ (3.5149 I PN1 13.5)4911 r o N^1 5 N 3X6 N v 3z6 5x6 3x4 .0 d 6 20 PLF 12 1-2-0 10-4-8 10-1-8 4-0-0 5-4-12 5-11-4 Forces(L-R) BUILDING TYPE: Enclosed Residential 1-4-0 37-0-0 1-4-0 r CODE: Standard Building Code (SBCCI 1991) WIND SPEED: 110 no MEAN ROOF HEIGHT: 131 TRUSS LOCATION: (Se) area UPLIFT CONNECTION REQUIRED: 76 6 9 AT EACH SUPPORT. NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW SEE NOTES 10 AND 11 ABOVE FOR BRACING REQUIREMENTS, No trusses; 1 Maximum deflection occurred at bottom joint r5. Maximum Live Load Deflection of .214' (3/16), Index-.173. (L/2075) Maximum Total Load Deflection of .335' (5/16), Index-.181, (L/1325) CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 37'0" SPEC ] ALPINE ENGINEERED PRODUCTS InC VE000 2-0-0 LL TC 30 2X4 /2 D9 SP ENG. FOR: TRITE TRUSS INC. 1801 S. GSW PKWY. 6BC LUMBER 2X4 /2 Os SP PROJECT: CENTEX 3705 A DATE: 25 Oct 1992 DL TC 7 GRAND PRAIRIE. TX 75051 '1 t 12141 660-3940 L A: N WEBS LAYOUT ID:2X4 03 SP ADDRESS:L LL BC 0 SS/8- OL SC 10 MEMBER TRUSS PLATE INSTITUTE 546 33.33 TOTAL 47 EXCEPT AS NAY BE NOTED . t1 LUHSEQ SHALL BE OF THE SPECIFIED MINIMUM GRADES. 51 CONNECTOR PLATES SHALL BE INSTALLED SYMTETRICALLY OR to) ALC TENSION CHORD MEMBERS ASSUMED TO BE CONTINUOUSLY 131 � INDICATES LATERAL BRACING MEMBER 11X4 MIN.) SPECIES. AND /9x MAY I MUM MOISTURE CONTENT, OR SUCH THAT THE.101NT I SPACED By EITHER 3/8' IMIN) PLYWOOD SHEATHING. f/9- 1A) INSTALLATION AND ERECTION OF THE TRUSS. PERMANENT. AND IS OF HIGHER ALLDMABLE STRESS VALUES. ALL VALUES USED 61 TOP CHKM SPLICES APE NOT RECOMMENDED TO OCCUR MINI DRYWALL OR SPACING MEMBERS SPACED SO' O.C. IMAX). TEMPORARY SPACING SHOULD BE DONE IN ACCORDANCE WITH FOR GEST W4 ARE BASED O4 THE LATEST EDITION OF THC HA- DIRECTLY ABOVE A BOTTOM CHORD SPLICE. UNLESS VOTED OTHERWISE. CURRENT TPI SPACING ANO ERECTION PUBLICATIONS. 11014AL DESIGN S7Ar4IAROS PUBLISHED by THE NATIONAL 71 V-2000 APPROVAL NUMBERS: USC 2342, FHA TCB 2016 SSCC III ALL COMPPESSION CHORD MEMBERS ASSUMED TO SE CONTINUOUSL 16) THIS DESIGN CONFORMS TO CURRENT TPI DESIGN SPECIFICA- FOQEST PRODUCTS ASSOCIATIOI. 7251. BOCA FILE 66-125 BRACED BY EITHER 3/8' IMIN.) PLYWOOD SHEATHING. 1/2- TIONS FOR METAL RATE COIMEC7ED WOOD TRUSSES AND 21 THIS DESIGN IS BASED ON CLAP' CD111ECTOA PLATES ONLY, BI THIS TRUSS HAS BEEN DESIGNED FOR THE LOADING SHOWN MIN.) DRYWALL OR SPACING MEMBERS SPACED A7 16' O.C. QUALITY STANDARDS FOR TRUSSES. 3) CO4ECTDA PLATES SIZES APE BASED 011 AXIAL FORCES(W41-y. OI THIS DRAWING. INSTALLATION AND USE SMALL CONFORM (WAY), UNLESS NOTED OTHERWISE. 161 MO MEMBER OF THE TRUSS MAY BE CUT OR MODIFIED IN ANY WAY. AI C010ECTOQ PLATE SIZES ARE CALLED OUT WIDTH (ACROSS SLOTS) WITH THIS DESIGN t21 as INDICATES BEARING LOCATION. 171 SPECIAL HANDLING CAPE SHOULD BE TAMEN DURING SHIPPING AMC BY LENGTH (ALOW SLOTS) M40 THE OPIENTATION OF THE 91 THIS DESIGN IS APPLICABLE 10 SHOOTER SPAN TRUSSES OF ERECTION OF TRUSSES SEE HIB-B/ FOR PECOMMENOATIO4S { R 7 TIDENTICAL LOADIfig AND -CONFIGURATION LOADING SPECIFIED Br FABRICATOR -ADDITIONAL PLATING FOR HANDLING TRUSSES IS RESPONSIBILITY OF FABRICATOR. -ANTICIPATED HORIZONTAL MOVEMENT LMMOER TOTAL LOAD - .4' -FALSE BOTTOM CHORD INFORMATION FALSE BOT 7-0-0 ON LEFT. VERTICAL SPACING-4-0-0. USE MINIMUM OF 2x4 PLATE FOR FASTENING FALSE BOT CHORD VERTICALS. USE 3x4 MIN. FOR SCARF ON FALSE BOT CHORD. *TRUSS BOTTOM C140640, ABOVE FALSE BOTTOM CHORD MUST BE BRACED WITH 1,4 CONT. LATERAL BRACING AT 2- O.C. MAX SPACING, 2-7-0 3-3-3 3-4-15 RUN 4-5-0 3-6-11 3-3-3 5-5-0 5-3-4 5-9-12 RUN 1-5-14 1-5-14 Max He19nt 10-7-3 74 PLF 12 Q 6 5A5 327E 247# 2421 395# 9+5 3 252/ 399# # 5+4 ka 1 227/ 12 248/ 204 SO Q ^ n6 p m 1Q Z} 1538 115# 90# 890 126E 1630 810 o N y 66I 1712# 2x3 1711/ 13.51 A9 3x8 I v C 13.5)49% 1 10 4x4 3x4 o 1 * 4x4 6x8 3x6 T14 e 20 PLF 3xB a 3.58 12 7-0-0 4-7-12 4-4-4 4-6-0 8-0-10 6-5-6 Forces(L--P) #204 #20S #20S #202 1202 1-4-0 2x4 2x4 2x4 2x4 2x4 1-4-0 BUILDING TYPE: F,ilctosed Residential 37-0-0 CODE: Standard Building Code (SBCCI 1991) WIND SPEED: 110 mph MEAN ROOF HEIGHT: 131 TRUSS LOCATION: (Se) area UPLIFT CONNECTION REQUIRED: $1 f! AT EACH SUPPORT. NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW SEE NOTES 10 AND 11 ABOVE FOR BRACING REQUIREMENTS. No trusses: 2 Maximum deflection occurred at bottom joint 02. Maximum Live Load Deflection of .595' (10/16), Index-.462, (L/746) Maximum Total Load Deflection of .932' (35/16). Index-.504- (L/476) RECOMMENDED CAMBER: .51' 1%eE0 5-1-03 AI✓ CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING IPSF) TC LUMBER TRUSS: 37'0' SPEC A W /� ALPINE ENGINEERED PRODUCTS Int V-000 2-0-0 LL TC 30 2X4 #2 Os SP ENG. FOR: TRUE TRUSS INC. - v fool S. GSW PKWY. SC LUMBER PROJECT: CENTEX 3705 A DATE: 26 Oct 1992 GRAND PRAIRIE. Tx 75051 6.1 OL TC 7 2X6 #1 D3 SP LAYOUT IO: 1214) 660-3940 LINC. LL OC 0 WEBS MEMBER TRUSS PLATE IN571TUTE 852 33.33 OL SC 10 2X4 03 SP ADDRESS: SCALE: TOTAL 47 E%CER7 AS MAY BE NOTED 1/8 Y1) LUABEP!HALL BE OF THE SPECIFIED MINIMUM GRADES. 51 CONNECTOR PLATES SHALL BE INSTALLED SYMETRICALLV ON.. 10) ALL4 TENSION OGRD MEMBERS ASSUMED TO BE CONTINUOUSLY 13) Op� INDICATES LATERAL BRACING MEMBER Iix4 MIN.) SPECIES. ANO 19%MAXIMUM MOISTURE CONTENT, OR SUCH THAT THE JOINT, i BRACED BY EITHER 3/6- (MINI PLYWOOD SHEATHING. 1/2' 141 114STALLATION AND ERECTION OF THE TRUSS. PERMANENT. AND 1S OF .Gr A ALLDMABLE STRESS VALUES. ALL VALUES USED 51 TOP CHORD SPLICES ARE NOT RECOMMENDED TO OCCUR IMJN) DRYWALL OR BRACING MEMBERS SPACED 10. O.C. IMAXI. TEMPORARY BRACING SNOILD BE DONE IN ACCORDANCE WITH FOP DESIGN ARE BASED ON INE LATEST EDITION OF THE NA- DIRECTLY ABOVE A BOTTOM CHORD SPLICE. UNLESS NOTED OTHERWISE. CURRENT TPI BRACING AND ERECTION PUBLICATIONS. TIDNAL DESION STAVDARDS PUBLISHED BY ISE NATIDNNAL 71 V-2000 APPROVAL NUMBERS; TIBC 2342, fHA TCB 2014. SBCC I1) ALL COMPRESSION CHORD MEMBERS ASSUMED TO BE CONTINUOUSLY151 THIS DESIGN CONFORMS TO CURRENT TPI DESIGN SPECIFICA- FOREST PRODUCTS ASSOCIATIO4 725t. BOCA FILE 96-125 BRACEO By EITHER 3/6' MINA PLYWOOD SHEATHING. 1/2' TIONS FDR METAL PLATE CONNECTED WOOD TRUSSES AND 21 THIS DESIGN IS BASED O!CLARY CDIWECIOR PLATES OILY BI THIS TRUSS HAS BEEN DESIGNED FOR THE LOADING SHOWN MIN.1 DRYWALL OR BRACING MEMBERS SPACED AT 16' P.c. OUALI1V STANDARDS FOR TRUSSES. 31 CO4ECIOR PLATES SIZES ARF BASED ON AXIAL FORCES OLY. O1 THIS DRAWING. INSTALLATION AND USE SHALL COIFORM MAX), ULESS NOTED OTHERWISE. 16) NO MEMBER OF THE TRUSS WAY BE CUT OR 14WIFIED IN ANY MAY, 4) C0184CTOQ PLATE SIZES ARE CALLED OUT WIDTH (ACROSS SLOTS) WITH THIS DESIGN 12) ® INDICATES BEARING LOCATION. 01 SPECIAL NANDLIN0 CARE SHOULD BE TAWEN DUPING SHIPPING AJ40 ST LENGTH NALONG SLOTS) AND THE ORIENTATION OF THE 91 THIS DESIGN IS APPLICABLE TO SHORTER SPAN TRUSSES OF EPECTION OF TRUSSES. SEE NSB-81 fOR RECOMMENDATIONS T 1 R C7 plOF ISFr! T -COWIGURATION APD LOADING tPECIFIED BY FABRICATOR -ADDITIONAL PLATING FDR HANDLING TRUSSES IS PESPONSIBIL17Y OF FABRICATOR. _ -FALSE BOTTOM CHORD INFORMATION FALSE BDT 12-11-8 ON LEFT. VERTICAL SPACING-4-0-0, USE MINIMUM OF 2xA PLATE FOR FASTENING FALSE 801 CHORD VEP/ICALS. USE 3x4 WIN. FOR SCARF ON FALSE 807 CHORD. f TRUSS BOTTOM CHORD ABOVE FALSE BOTTOM CHORD MUST BE BRACED WITH 1,4 CONT. LATERAL BRACING AT ? O.C. MAX SPACING. RUN 5-0-0 6-0-0 4-9-14 4-8-2 5-5-0 5-3-4 5-9-12 RUN 1-5-14 1-5-14 Max Hesgnt 10-7-3 74 PLF 12 ve . 5x5 D ,�y,6 3tI 12 zv 0 18394 I;M 1839# 13.5153% 6x83x4 3x6 c (3,5153% m] v M 5x5 a 4 20 PLF 30 12 5-0-0 6-0-0 9-6-0 8-0-10 B-5-6 FarceB(L-R) 1-4-0 1-4-0 BUILDING TYPEr Enclosed Residential 37-0-0 !% CODE: Standard`Building Code (SBCCI 1991) WIND SPEED: 110 mph MEAN ROOF HEIGHT: 131 TRUSS LOCATION: (Se) area UPLIFT CONNECTION REQUIRED: I N AT EACH SUPPORT. NET MIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW SEE NOTES 10 AND 11 ABOVE FOR BRACING REQUIREMENTS. No trusses: 8 THIS TRUSS ANALYZED WITH PPSA Maximum deflection occurred 47.5' from the left end of bottom panel #3. Maximum PPLJVB Load Deflection of .42' (7/16), IndexM-.343, (L/3049) Maximum PPTotal Load Deflection of .658' (11/16). Index-.359, (L/669) [TI RCU 5-1-613 . ILLI ((A)1N4) CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING IPSF) TC LUMBER TRUSS: 37.0' SPEC B ALPINE ENGINEERED PRODUCTS Inc V-2000 2-0-0 LL TC 30 2X4 f2 DS SP ENS. FOR: TRUE TRUSS INC. - (j 1801 S. GSW PKWY. BC LUMBER PROJECT: CENTEX 3705 A DATE: 25 Oct 1992 GRAND PRAIRIE, TX 75051 6.1 DL TC 7 2X4 02 DS SP LAYOUT M. S 1214) 660-3940 p[ATE AREA;— L LL SC 0 WEBS 111 632 33.33 OL 8C 10 2X4 03 SP ADDRESS: SCALE: MEMBER TRUSS PLATE INSTITUTE TOTAL 47 EXCEPT AS MAY BE NOTED 1/8 A I) LuNBER SHALL BE OF THE SPECIFIED MINIMUM GRADES. 51 CONNECTOR PLATES SHALL BE INSTALLED SYW,ETRICALLV DN 101 ALL TENSION CHORD MEMBERS ASSL04EO TO BE CONTINLOUSLV 19) .100' INDICATES LATERAL BRACING MEMBER (IX'MIN.) SPECIES. -ND 193 MAXIMUM MOISTURE CONTENT, OR SUCH THAT THE JOINT. BRACED BY EITHER 3/B' IMINI PLYWOOD SHEATHING. 1/e' 141 INSTALLATION AND ENECTIDN OF THE TRUSS. PERMANENT, U40 IS OF HIGHER ALLOWABLE STRESS VALUES. ALL VALUES USED 61 TOP C"ORO SPLICES APE NOT PECOw+ENDED TO OCCUR 1.110 DRYWALL OR BRACING MEMBERS SPACED 10' O.C. IMAX). TEMPORARY BRACING SHOULD BE DONE IN ACCORDANCE WITH FOR DESIGN ARE BASED ON THE LATEST EDITION Of THE HA- OIRECILV ABOVE A BOTTOM CHORD SPLICE. ( UNLESS NOTED OTHERWISE. CURRENT TPI BRACING AND ERECTION PUBLICATIONS. 710',1LDESIGNSTANDARDS PUBLISHM ED BY THE NATIONAL 7) V-2000 APPROVAL NUMBERS: UBC 2342. FHA TCB 2014. SBCC 111 ALL COMPRESSION CHORD MEMBERS ASSUMED TO BE CONTINUOUSLV15NF ) THIS DESIGN CO018NS TO CURRENT TPI DESIGN SPECIFICA- FONESI PPODtK IS ASSOCIATION 7251. BOLA FILE 86-125 BRACED BY EITHER 3/0• WIN.) PLYWOOD SHEATHING. 1/2' TIONS FOR METAL PLATE CONNECTED.000 TRUSSES AND 2) THIS DESIGN15 BASED ON CLARY COMIECTOR PLATES ONLY. B) TNIS TRUSS HAS BEEN DESIGNED FOR THE LOADING SHOWN (MI..) DRYWALL OR BRACING MEMBERS SPACED AT 16' O.C. DUALITY STANDARDS FOR TRUSSES. it COtNEC1DR PLATES SI2E5 ARE BASED ON AXIAL FECES ONLY. Oro THIS DRAWING. INSTALLATION AND USE SHALL CONFORM IMAXI, UNLESS NOTED OTHERWISE. 161 NO MEMBER OF THE TRUSS MAY BE CUT OR MODIFIED IN ANY WA'Y, WI Co" ECI D.PLAIE SIZES ARE CALLED oui WIDIH NACPOSS SL0)SI MIT. 1.15 DESIGN 12) ® INDICATES BEAMING LOCATION. 171 SPECIAL HANDLING CARE SHOULD BE TAKEN OWING SHIRRING LAND 01 LENGTH (AL0NG SLOTS) AND 7,,E ONIENIATION OF THE 91 THIS DESIGN IS APPLICABLE TO SHORTER SPAN TRUSSES OF ERECTION OF TRUSSES SEE nIS-91 FOR FIECOMMEI40AIl UIS L WI IS hK QjMj,l'I rN OF 1"L VL Alt LUNG" ttlITICAL LOADING AND CONFIGURATION -CONFIGURATION ANMD LOADING SPECIFIED By FABRICATOR -ADDITIOINAL PLATING FOR HANDLING TRUSSES IS PESPONSIBILIIv OF FABRICATOR. -ANTICIPATED HORIZONTAL MOVEMENT UNDER TOTAL LOAD - .1' RUN 5-6-0 3-0-0 5-2-8 6-9-8 5-5-0 5-3-4 5-9-12 RUN 1-5-14 1-5-14 Max Height 10-7-3 74 PLF 12 Q 6 sx5 D at, 12 3AA m 6 p 4 lip n 5�6 Y 1M 6990 18090 (3.5133% I1' [3.5120X 13.5147% TIT SX5 3x4 0 1 1 2 5xB 3x5 IV 3x� 20 PLF 3x6 a 4 4 C�:_ 12 f2 5-6-0 3-0-0 5-2-8 6-9-6 8-0-10 8-5-6 forces(L-P) BUILDING TYPE: Enclosed Residential 1-4-° 37-0-0 1-4-° CODE: Standard Building Code (SBCCI 1991) WIND SPEED: 110 ffo MEAN ROOF HEIGHT: 134 TRUSS LOCATION: (Se) area n UPLIFT CONNECTION REQUIRED: �`1 # AT EACH SUPPORT. NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW SEE NOTES 10 AND 11 ABOVE FOR BRACING REQUIREMENTS. No trusses: 6 THIS TRUSS ANALYZED WITH PPSA Maximum deflection occurred 44.23' from the left end of bottom panel 05. Maximum PPLive Load Deflection of .087' (1/16), Index-.112, (L/3193) Maximum PPTotal Load Deflection of .136* (2/16), Index-.118, (L/2042) !?r V 5-1-q_; 144 CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING {PSF) TC LUMBER TRUSS: 37'0' SPEC C ALPINE ENGINEERED PRODUCTS Inc V2000 2-0-0 LL TC 3 0 2X4 02 05 SP ENG. FOR: TRUE TRUSS INC. - 1 - I 1801 S. GSM PKWY, BC LUMBER PROJECT: CENTEX 3705 A GATE: 26 Oct 1992 t1 GRAND PRAIRIE. Tx 75051 DL TC 7 2X4 02 DS SP F LAYOUT IO (214) 660-3940 -PATE 1RE+Z- IN L LL BC 0 WEBS OL BC 10 2X4 03 SP ADDRESS: SCALE: AL : MEMBER TRUSS PLATE INSTITUTE 520 33.33 TOTAL 47 EXCEPT AS MAY BE NOTED a 11 uU48ER�5HALL BE 0< THE SPECIFIED MIWwu,GRADES. 5) COrWECTDR PLATES SNAIL BE INSTALLED SYNETAICALLY DIT 10) ALL TENSION CHORD MEMBERS ASSUMED TO BE CONTINUOUSLY 1S) INDICATES LATERAL BRACING MEMBER (f%•YIN.) SPECIES. MA f9i MAXIMUM MOISTURE COr1TENT, OR SUCH THAT THE JOINT. OR ACED By EITHER 3/6' ININI PLYWOOD SHEATHING, f/e' 141 INSTALLATION AND ERECTION OF THE TRUSS, PERMU+ENT, AND IS OF H 4NER ALLOWABLE STRESS YALUES, ALL VALUES USED 51 TOP CHOW)SPLICES ARE NOT RECOMMENDED TO OCCUR 041"1 OPYMALL ON SPACING MEMBERS SPACED 20' O.C. IMAX). TEMPORARY SPACING SnO1LO BE DONE IN AC COPOANCE MITn FOP DESIGN ARE BASED ON THE LATEST COITION OF THE NA- DIRECTLY ABOVE A BOTTOM CnORD SPLICE. UNLESS NOTED OTHERWISE. CUPATENT TPI SPACING AND ERECTION PUBLICATIONS. TIONAL DESIGN STArDARDS PUBLISHED Of THE NATIONA.L 71 V-2000 APPROVAL NLWIBERS. UBC 2342, FHA TCS 2034. SOCC I1) ALL COMPRESSION CnORD MEMBERS ASSUMED TO BE CONTINu0U5LY15) TnIS DESIGN CONFORMS TD CURRENT TPI DESIGN SPECIFICA- FORE ST PRDDUC TS ASSOCIATION. 7251, BOCA FILE 96-125 BRACED BY EITHER 3/S' (WIN.) PLYWOOD SHEATHING. 1/2' TIONS FOR METAL RATE COWJECTED WDOO TRUSSES aro i1 T-15 DES:F44 IS BASED Of$CLAPF COI4ECTDR PLATES aiY 9) THIS TRUSS HAS BEEN DESIGIED FOR THE LOADING SHOWN IM1H.) DRYWALL OR BRACING MEMBERS SPACED AT 16. 9.e. DUALITY STANDARDS FOR TRUSSES. 31 CONNE C TOP PLATES STIES ARE BASED D•4 A%IAL FORCES OFLV. W4 THIS DRAWII4G. INSIALLATIO14 A1D USE SMALL CWFORM MAX). UILESS H07ED OTHERWISE. f6) NO MEMBER DF THE TRUSS MAY BE CUT OR MODIFIED IN 04Y Mar. 41 COx1ECIOR PLATE SIZES ARE CALLED OUT WIDTH (ACROSS SLOTS( WITH THIS DESIGN 12) ® INDICATES BEARINO LOCATION. 171 SPECIAL NAt4x.1N0 CARE 51101LD BE TAKEN WRIrG SHIPPING uD 6• LEIIGTH IALONG SLOTS( AND THE D011H1AtION OF TK 91 THIS DESIGN IS APPLICABLE TO SHORTER SPAN IPU5SES DF ERECTION OF I)IUSSES SEE nlB-9/ FOR PECDMMEIGATIOr4 T 1 P 7 1 T t -C 0FA I AND LOAD NG ECIFIEO By A ]GATOR -ADDITIONAL PLATING FOR HAr10LING TRUSSES IS RESPONSIBILITY OF FABRICATOR. -ANTICIPATED HORIZONTAL NOVENENT te10ER TOTAL LOAD - .2' 1-6-0 RUN 5-6-0 1-6-0 5-6-0 RUN 1-5-14 1-5-f1 ' 74 PLF Max Height 3-10-3 12 Q 6 51,7 12 248/ 4' 240/ 6 � rl rI � y x H N N 1933 821 821 1931 Pi y , 0 m m 52/ 52E 7x5 5 .. T T 7X5 m 6310 631t rI I 13.5118% 13.5116% 1 I' v � f 4 1 3x6 12 12 3x6 20 PLF 5-6-0 3-0-0 5-6-0 1-4-0 14-0-0 1-4-0 FOrceS(L-R) r BUILDING TYPE: Eflclosed Residential I� CODE: Standard Building Code (SBCCI 1991) WIND SPEED: 110 aph MEAN ROOF HEIGHT: 13' TRUSS LOCATION: (Se) area d�,l UPLIFT CONNECTION REQUIRED: IF AT EACH SUPPORT. NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW SEE NOTES 10 AND 11 ABOVE FOR BRACING REQUIREMENTS. No trusses: 3 Maximum deflection occurred at bottom joint 03. Maximum Live Load Deflection of .212' (3/16), Index-.455, (L/792) Maximum Total Load Deflection of .332' (5/15), Index-.474, (L/506) REV 5- )-q3 Nu (.1/41Nr)) CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 14'0W TRAYS ALPINE ENGINEERED PRODUCTS Inc V2000 2-0-0LL TC 30 2X4 12 09 SP ENG, FOR: TRUE TRUSS INC. 1801 S. GSN PKWY. BC LUMBER PROJECT: CENTEX 3705 A DATE: 26 Oct 1992 GRAND PRAIRIE, TX 75051 6.1 OL TC 7 2X4 92 Os SP OF (214) 650-3940 ` � -ITE-AR� TF1 LL BC 0 WEBS LAYOUT I0 MEMBER TRUSS PLATE INSTITUTE 292 33.33 DL BC 10 2X4 03 SP ADDRESS: SCALE: TOTAL 47 EXCEPT AS MAY BE NOTED 114 03/12/96 15:44 904 355-6611 LUMBER UNLIMITED + 904 241 8466 NO.256 D02 s i Ui w-owi- m x E M 0 Z $Mj Y7 3 Y --1 w t� (X) CV r � x Y N N Z A to --i rn � 55" DESIGNED 8Y: JOB DESCRIPTION: .108 LOCATION; ,r C5M8S •5203 vpNTz FERGUSON RES. M m Eh 31 A mm T T A P RAM 7 R' AY T rAtLPLAIES ac4 SP !2 N PAOwIOE UPLIFT COMtaECTI0N5 AT BEAR)NGS ASI I ATEO.IS 3c4 SP 02 N UPLIFT �81: 120PLF N 2K4 SP 43 BAG.LOC TI: OVERCONTINUOUS SUPPORT TRUSS DESTGiED FOR 110 ION WIND. 35.E FT MEAN HEIGHT. WITH DEAD LOAD OF 7.00 PSF (TOP) AND 5.00 PSF (BOTTOM} TIRE 1-5X3 EXCEPT AS MOTO. ENCLOSED BR FULLY OPEN BUILDING. EILING OR CONTINUOUS LATERAL BRACING AT 48.00" O.C. w INPDRTANT NE55ApE T9 TRUSS DESIGJIER. THIS GABLE HAS ONLY MUSBPF1OPEi>lY ATTACHED TO THE BOTTOM CHORD. BEEN THE 1tfSS E�ISEDDAIDS TOO NNIND►RJB!BEDESIGNEDIFORED TLATERALO THE MINO LOAD EITHER BY TRANSMITTING TMIS PROFILE 10 ALPINE. OR BY USE Iia CONJUNCTION WITH ALPINE'S STANDARD GABLE END DESIGN FOR WEB GRADE. SPACING. AND BRACING INFORMATION. 0 tD V CDV N 11 r2 O) 4x4 t t G] w E 'J 12 :e 6 p LU A] » J. lD cD e 1 �} a 101"2 M B1 -----j 8.103 P)f 4f-17'8" V IJ'1 1 VL?C ET RAKE �* .#.}3 RI T JIEsg2 'i"!3 FFTJIG 3 TYPOAA I Common DESIGN T-TPI TY TOTAL V. 17. A E - 4 30.0 N 7.0 03/31/95 THIS DRAWING SHOULD BE APPROVED BY A REGISTERED i0.fl �M PROFESSIONAL ENGINEER BEFORE USE. SEE PAGE A100 fl.fl ISS FOR GENERAL NOTES. IMPORTANT SPECIFICATIONS AND 47.0 17-6-0 WARN I NGS. 1 .33 PACING 24.0' GAEL I t9 E3 b. 15903) T 17'6* n 7H P Y T P IIF{i' AY TOP CHM 2X4 6 HF2 N PRDVIM UPLIFT COW!4 TIONS AT SE.ARINSS AS INDICATED, 11 I SSC) i7 SOT CHORD 2X4 SR !2 N tVL2fT QB)' 510 S10 fV 11E9S 2A4 SQ 43 M.LOC WTI: OESIG ED FOR Isto Pi TWIND. 15 OO FT wEAN NEIGHI. ZWITH DEAD LOAD CF 7.00 PSF {TOP) AND 5.00 PSF (0077004). A RIGID CEILING OR CONTINUOUS LATERAL. BRACING AT 48.00' O.C. ENCLMM OR FULLY OPEN OLMOING. nMT EHE PROPERI-Y ATTACHED TO 7tE ODIUM CMDF. tD V CD _4 if T2 12 1 1= 3X5 A 3X5 Hi l�J) ;m in T5 J rH 1.5x3 .5x3 t�D QCT 1 WFbPl 3X5 3X7 1 1 U, SI Rr"$(111? tY510/ M"`s'B fir+90f/ lY•Sl0/ Y•8'S V7 V 1!1 !00 IGH f L FT RAKT2=17' :1Common RI6�T JIl 0'3'14 FT .lib SE TYP.-ALPINE R T=TP OTY T T V. 7 = � 3a.a 7 91 .a 03/11/96 THIS DRAWING SHOULD BE APPROVED BY A REGISTERED 10.0 t9 PROFESSIONAL ENGINEER BEFORE USE. SEE PAGE A100 O.0 MBS FOR GENERAL NOTES. IMPORTANT SPECIFICATIONS AND 47 0 17`6_0 WARNINGS 1 .33 ISPACINS 24.0" COMM t m A H P V THE ALPI R PR RAN F T WFR' 7 T TOP CHORD 2x4 SP 12 N PROVIDE UPLIFT CONIECIIONS AT BEARINGS AS IMICATED. 11991 SBC) LnM2x4 SP I3 BDT CH B 60 N UPLIFT B): 200 3 N BR6.LOC BFT): 0,00 9.DO MIITTM DEAD LOADD OF 7.OR 00 � ITOOP) AND 5.00 PSF IBBOOTI1OITO. . OZ THIS DESIGN TO 8E USED WITH DRYWALL OR OTHER FLEXIBLE CEILING ENCLOSED OR FULLY OPEN BUILDING. ONLY. 00 NOT USE WITH PLASTER CEILING. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 48.00' O.C. RIGHT EWO VERTICAL NAY NOT BE EXPOSED TO HORIZ. MIND PRESSURE MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. T1 TZ E 1.5J 3 D 4x4 iD 67 v CD ry m c"T t a 3x4 W t2 sp 6 ro Z M2 Y � r CQ N M3 J 1.5X3 D 5 1 4 10'1'2 M �►--7 9 3'B 9 2.5X4 i� Uzi Q 8'1'2 • U7 L ? RAKE22 1-7 REF PT %JIGpGHT g C TYP�3A9 ..iCo CRIT- TPI Bi QTY 7 _ REV. j7.3u6 RIALS -32 549 "12 T 30.0 7.0 03/11/96 THIS DRAWING SHOULD BE APPROVED BY A REGISTERED 50.0 9 PROFESSIONAL ENGINEER BEFORE USE. SEE PAGE AJOO 0.0 MBS FOR GENERAL NOTES. IMPORTANT SPECIFICATIONS AND 4 7.Q WARNINGS. 1 .33 ACING 24.0' COMN MAP SHOWING BOUNDARY SURVEY OF LOT �o-� BLOCK _ _- AS SHOWN ON MAP OF SEL Y4 L IAIWS/DE U14117 / AS RECORDED IN PLAT BOOK ¢¢ PAGES23-VA OF THE CURRENT PUBLIC RECORDS OF DUVAL CO FLA FOR &Yr-CX NDCfES CDA,oORAT-101'1 NOTE BEARINGS SHOWN HEREON ARE BASED ON THE ABOVE MENTIONED PLAT. PANT Of sE,;raA/ ,'7, TON/A1S1-/1P 2 so,1 F/ .4,41-1«29E.A57 E 0 I eO'E9 SEMEN/ FOR 0,P41,UAGE y UT/[/Ti ES SEN,6,05 � ? I kn E G� Q ti I % co 9 C .l co `y �Ih!', ti V T v Q Q v h 22. IA V R�qE Opt - o ,.�.�o 0,0 6101 61 01 F r.--_._ •_. � G.a' X0 4'. E A- r N 19 , 00 gip/) IV(;-45'.Oo'�lV SE7 X«, z4P 44 "70 �,• y o f �a1 �)yN ' vC ga F/NAL V— Y 11-1- 14 /1(07E SET/ "X"CUT IAlO7E0) LOuNp AC[ O7//ER /PONS 0U/C1 /ON 4VYYE Y if-22-94 NO/E F0411V0 A[C 11WuE HEREBY CERTIFY THAT THIS SURVEY PERFORMED UNDER MY RESPONSIBLE DIRECTION,MEETS THE MINIMUM LEGEND TECHNICAL STANDARDS FUR LAND SURVFYORS IN ACCORDANCE WITH CHAPTER 21HH-6,FLA.ADMINISTRATIVE CODE PURSUANT TO SECTION 4 72 D7? FL ORIDA STATUTES),AND FURTHER CERTIFY THAT THERE ARE NO VISIBLE ENCROACH • CONCRETE MG NUMENT • 1 r2"FOUND IRON R'F M ENTS UPON THE SUBJECT PROPERTY E%CEP/ 4S SHOWN (IN THIS SURVEY cBAw '1to O 112"SET IRON-L 8,1701 FLOOD CERTIFICATE: !HT W SHrIWN I*PFON [s IN -,00( BRL MILDING RESTRICTION LINE ZONE —_._X As .HOWN Ora r�'E Fi noo INSUHAN(I RAIj CLARSON Nr)ASSOCIATES, INC. CENTRAL ANGLE —NEL N• M4F` .��U_._-_..�.... -EU 4-17.89 1843 NALDO AVE.JACKSONVILLE,FLA 34407 " IUs !.C)MMUN�i- - i'2ULI7$ pA� :AC A ARC DISTANCE r ---------- ----S-_ ----_- v CNORD DIST-CE P C SURVEYEDdi-11-/ POINT Of P URE9¢ T 0N1 DF TANGENCY / .� NEC -RED SURVEYOR NO Z341, FLA R.R.0 POINT OF REVERSE CURVE SCALE __-.-- -.- -G-------_- P.C.0 POINT OF COMPOUND C. JOSE /�• f/i�L n FIFt O HnC1K Dr / Of ' t � lot ���vFis� pecnttit No —pM \CAS" r 1'ccn eived �f �Oc p Mg\tsC" �earin0 e v Rec 1 Fife iliac ° 5 PJ �� �11c1n9 eWec pwnec' 4�1G Temp �ridaY FQ0t+n9 F�na1 CtOVA n F p 1Ns�'� 1ho vw\ Fca wea' osl� oti�On _ Poll nsu�atcon i F,na�nsF4 OccuFancY /i r Xz Date o G �e NOTICE OF ADDITIONS or CORRECTIONS D• NOT REMOVE JOB ADDRESS DATE THIS JOB HAS NOT BEEN COMPLETED The following additions or corrections shall be made before the job will be accepted -rte ,'-o,-L s7--0cc0 At c9 sr rZ/-I av Ln--$15.00 REINSPECT FEE It is unlawful for any Carpenter, Contractor, Builder, or other persons, to cover or cause to be covered, any part of the work with flooring, lath, earth or other material, until the proper inspector has had ample time of approve the installation. After additions or corrections have been made, call 247-5826, Building Depart- PLUMBING ment for an inspection. Field Inspectors ELEC are in the office from 8:00 a.m. to 5:00 p.m. Monday through Friday. BLDG ©EPARTMENT OF BUIL G CITY OF ATLANTIC BEACH , PERMIT INFORMATION —:-- , -------- INPOP44ATION -------- 0*tmit Number: 1183,51. 11 Address: 1451 LINKSIDE DRIVE Permit T p :ELECTIICAL ATLANTIC BEACH, FLORIDA 32233 Class of Work*ADDITIOR , LEGAL—DESCRIPTION Constr. Type:WOOD PRAHE BIock« lest; 65 Taps Propose' Use: Section,.,.' C Subd:O Rng: Dwellings: I. Subdivision:SELVA LINKSIDE #2 Est . value.. Q4 Improv. toot : Total, r �2}5,D/t .AmWu R k W ' 'ODITION Vol --- APPLICATION FEES _-.:-----__ m° N eta . . Ad 5 IST DRIVE $OUT L ' 3221,6 oA Name: R� EL TRIC C NY JACKS '- E •FL 3 i'2I +I NOTES: N0710E-=ALL CONCRETE FORMS AND FOOTINGS MUST-St INSPECTED OAFO,6-POURING PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUSTN6T BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UPANf7 HAULED AWAY ICYL EI i`HER CONTRACTOR DR OWNER , "FAILURE TO 'COMPLY WITH'T'HE MECHANIC'S L:IEN'.LAW CAN RESULT IN THE",OI E.;�!,ING TWICE FOR THE BUI . N6 IMPROVEMENTS" 'SSI C2 ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT qNPSUBJECT TO RE11OCA VIIL "ION OF APPLICABLE PROVISIONS OF LAW. 81 IIaI fla121 wloaoml000 ART N . pyo, , n- CITY OF ATLANTIC BEACH, FLORIDA Approved by APPLICATION FOR ELECTRICAL PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE: oO IMPORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, WHICH ARE A PART HEREOF, AND IN ACCORDANCE WITH THE ELECTRICAL REGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES. "" 1.-.C.. X)� ti ELECTRICAL Flft. MASTER ELECTRICIAN SIGNATURE JOURNEYMAN NAME—!ill , ADDRESS: ���� �+��. \ '���' RFD BOX BLDG..SIZE BETWEEN: RES.Ism APT. ( ) COMM. ( ) PUBLIC ( ► INDUS. ( ! NEW( ! OLD REW. ( ) ADDITION ( 0" TRAILER ( ) TEMP.( ► SIGNS ( ) SO.FT. SERVICE: NEW( 1 INCREASE ( ► REPAIR ( ► FEE /`LP I � CONDUCTOR SIZE AMPS COPPER ( I ALUM. SWITCH OR BREAKER AMPS PH W VOLT RACEWAY EXIST.SERV.SIZE AMPS PH 3 W VOLT RACEWAY c©` FEEDERS NO. SIZE NO. SIZE NO. SIZE LIGHTING OUTLETS Y CONCEALED OPEN TOTAL RECEPTACLES 1 CONCEALED OPEN TOTAL 0.90 AMPS. 81.100 AMPS. SWITCHES INCANDESCENT J FLUORESCENT&M.V. FIXED 0.100 AMPS. OVER APPLIANCES I I I BELL TRANSF, AIR H.P. RATING H.P. RATING CONDITIONING COMP.MOTOR OTHER MOTORS AMPS ICEIL HEAT: KW-HEAT 0.1 OVER MOTORS H.P. VOLTAGE PHS NO. 1 H.P. VOLTAGE PHS MISCELLANEOUS TRANSFORMERS: UNDER 600 V. OVER 600 V. NO. KVA NO. lKVA NO.NEON TRANSF. NO. VA. MA. MOTOR SIZE SWITCH I FLASHER EACH SIGN FORWARDED T EES TOTAL F t ; 2 91996 Building and Zoning FSA-3844 18 ( .w DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH PERMIT INFORMATION, _.�;� ..--�--- LOCATION INFORMATION Permit Numbers 1,1872 Address. 1451 LINTCSIDE DRIVE Permit T rpe:AIECHANICAL ATLANTIC BEACH, FLORIDA 32233 { Class of 'f�ir�rl 'tADDtTIaAi _----�.,._ LEGAL DESCRIPTION .. ---- - Constr. Type : WOOD FRAME �B l ock; Lot . O Twp: D ProposedUaew Section- t3 ttxbdst? Rng Q Dwellin s: 3 Subdivision SELVA LINKSIDE "Est . Value: a ;U,0 Imp ay. Cast . 0 .00 Total Fps � 25.04 Amount,- 5«00 FEES t&-'__ 'APPLICAT11ON T25.00 Addr. ` DRIVE FLORIDA, 4,' hP Name. TtI PEB TI1C#' 'CEJ INC t JACKSON, 32206, )/ L,i, ! R -NOTES: i NOTICE—ALL CONCAETE FORMS AND FOOTINGS MUST BE INSPECTE©BEFORE;POURING PERMIT VOID SIX MONTHS AFTER GATE OF ISSUE $UILDING MATERIAL,RUBBISH AND#?EBRIS FROM THIS WORK MUST;NOT 8E PLACED IN PU$LIC SPACE,AND"MUST SE CLEARED UP AND HAULEt3 AWAY BY EItHER CONTRACTOR OR OWNER " : ._ rtLUR8 TO LIMPLY 1r�1ITH THE MECHa� �+�'S IEN �AW.CAN R�SUk.�' IN THIS I t3 EI T1 I :I YI IG*T FOI THE BUILDII IMPR VEMENT`V ISD ACCOR6IPi6 7Q APPROVED PLANS WHICH ARE PART OF THIS PERM DPTQ FOR i OF APPLICABLE PRCVIQNS OF LAW. LSH ATLANTIC BEACH BIrIII DING DEPARTMENT IW F` BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH �- ATLANTIC•[ACN, FLORIDA aaaaa 1 APPLICATION FOR MECHANICAL PERMIT CALL-IN NUMBER IMPORTANT — Applicant to complete all items in sections I, II, 111, and IV. LOCATION Street Address: L ilor OF tatenastia• Streets: Between CS i And J 6 -V/q WILDING Sr►-division 11. IOENTIFICATION — To be completed by all applicants. In consideration of permit given for doing the work as described in the above statementwe hereby agree to perform said work in accordance with the aHac►vd plans and specifications which are a part hereof and in accordance with the City of Jacksonville ordinances and standards Of good practice listed therein.Home —1 cew.aaf«Mechanical d j�-1 Gioe'j )VT-6 t �)-/,j G Imaslktrabn C 14 COS 6 /)- 6 Name of Prove0y Owner la a�l3C�S�/v S:p.twe of Owerturf of iwJ Agent �]/ J ScltihN er Engineer III. 6040AL WWOR1iAATM A. Type of bee"W: 9. IS OTHER CONSTRUCTION se1MG 001 a ON E1otMit THIS WILDING OR SITE? IVISS O So—O U O Netenf O t`.,oaW Utft IF Yes, Give NUMBER 01 CONSTRUCTION O Oi PERMIT /f 6 ES O Otter — Specify IV. It1ocmmcAL soup~ TO M OWAUMD NATURE OF WORK (Ppe caepleb Set of ceespenatb eve Mai of Ate(Wes) 'U7 Reaidential or ❑ commercial 6 Meet O Speee O Recessed J11f CwAW O titer ,❑1r New Building O Air C.asdA»wio•: O Rene O Goatee) LTJ Existing Building O oect $yclens: w ❑ llplaoement of existing system Kawew upecM► �,f„t, ❑ New Installation(No system previously Installed). O ,(� Extenalon or add-on to existing system O Other— SpWh O ��o•+»• *w«� capacity �� O Fire Walden: Nwi►a of W414 O O TM SPO.4=rat owlCE use arty O Geer" O Tesda (awsw6w) Reesnb O tx '— I.eatll«! Q U&&W pwsswe Vessel O 1101)," paean AppeeVer bW e.a. O OAr — Spot* Mesh e-- L orr ALL zQmpmzNT AM CONDITIONING AND REFRIGERATION EQ(JVbMNT xumbw Haile DsrerW" >tti11s1 NuwMe ( j I MATV4G • FURNACEIir Do= FOUIPLACEi iMtrrsr ITtelfa DeeeitlFtle•I I/sIW 111tssltstr A= TAXU am Kaap Nomad (;pb' uqdd xalr.•It saw ](sro!•sttisrlr No. " PSR-3844 1 l 7"t f... ©EPARTMENT OF SUILE?ING' CITY OF ATLANTIC BEACH � . P I'T IMPa�TI�3N _- 1431 LZN IDE DANE L4CA'TIOil IXP"OR ATI+€ N ,. Permit Number; 11742Address Permit p'e:PLU14II3I IC ATLANT1 "BEACH, LORI DA 32233 Class of N4 k:ADDI'TIOX -....._.». --- IGZaAL DESCRIPTION Constr . `v e:N/A Lot : Black: Section: � � Proposed use, P1 at Book: Pa +�:0 Dwellings. Subdivision:. Est. Value: 0. 00 OWNER INFORMATION Improv. C st 0100 ~Name: > rGITI Total, 25 .54 Address*. . 1 51 L�5IT� Illi" i ►� '; 2 A `TIC 8 CH, ORIDA 32233 ane z 262-10166 .. CIT.. _.»_.. F..,.� . A.PPLICA' ION TEES` ..----__--- CL SD INPERMIT 25 x 5� ® � IR NOTES: Inspections Required 10a�pections Required` Inspections Required FINAL N©TICE--"ALL CONCRETE DAMS AND FOOT-IN"MUST'BE tN;3RECTECI"®EFQ(RE POURING PERMIT VOID SIX,MONTHS AFTER DATE OF ISSUE BUILDING MATERIAL,RUBBISH ANIS DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE . CLEARED UP AND HAULED AWAY BY EITHER CONTRACT OR"OR OWNER "FAIL URE TO C IVIP .It WITH THE M' ECHANIC'S--"LIE LA'�I�l CAN "RESULT IN THE F OPERTY OWNER PAYI TII�ICE FOR THE BUILDING IMPROVEMENTS ISSUED ACCOROIN01 TO:"APPROVED PLANS WHICH.ARE PART OF THIS PERMIT AND SUBJECT TO RI.V FOR 1�1CLpi#lON OF APPLICABE E I�VISIONS"OF LAW. Wei 4/I4l96"01 Rcpl:`s IIS. ` , , � tt41t1MItSiflt>�T AT IC BEACH BUILDING DEPARTMENT oz CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT JOB LOCATION: PLUMBING CONTRACTOR :- -,*-A-/ LICENSE NUMBER: 4',-,�d OWNER: BUILDING CONTRACTOR: TYPE OF SINKS SHOWERS LAVATORY WATER HEATERS BATH TUBS DISHWASHERS URINALS DISPOSALS CLOSETS WASHING MACHINE FLOOR DRAINS OTHER TOTAL FIXTURE COUNT: x $3 . 50 $15 . 0 0 INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE MOST RECENT EDITION OF THE SOUTHERN STANDARD PLUMBING CODE. MT ».,�. _ . Permit SMber» E3EPARTMENTQ SOS I ' ► t 3 451 &l> Permit S CITY OF ATLAIi �T .zIaF�IU € or w , T,Tpe« � D P'E I Et Ai. DZSCRI " OH ....� _....,. r. + Blscic« k' Prc►pO d Urea StN'GLPAfilII;Y I,at'. aeGtx" n. DveI i Ings« 1 Code: Ta�i�tkai�« Mal: 0. E tima�ted value: Subdiv�31011,« SELVA LINKSIDE grc�v�. Cost «' $0.00 Total Fees« X33896 AmOvnt Paid: Bate Paid: 4/ 1/96 Work Z es ON , TRVCT A 3ITIOPI PER ANI? HSI?' 395 %3 Of"Ic Tom pr :... N PERMIT� RIVE �A� � � x..9 1.8011 PRE CHLOx ISA 3 '3 IEEE YI 'AT ,Q Phone: : , �ti , *,Do ,. ....._. s WATER METER/TAP SCI .CIS IM, R TION- ------ - 0 RAHt3N CTAS-H.R,S. N OCT I ON GO; ?� RSO 8 . i C Add . ► , VJ , E CH, PL 2266-6016 License. C 7 CROSS CONNECTION �1.o e w I SEC H IMPACT, FEE $0 .00 " CONST.SURCHARGE i .M,- , CIiA� HCH F . f NOTES: ". i NOTICE AL.L.COMCAETE FOR"; AND FOOTIMI�S MUST BE INSPECTED BEFORE POUR114(l PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE a a'rt" BUIL 'MATERIAL,RUBBISH AND DEBRIS FtQM'THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE; .CLE EC1P AND HAULED AWAY BY EITHER CONTRACTOR©R,OWNER EBF [ RE 1' 3 ,CCS PILY WITH THE MECHANIC'S LIEN- A *9' '' `t QPE OW'NE PA�1�1 QTW ICE FOA THE CANRE' ULT IN' i$SUf ..Y RD TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO # T F AT . APPLICABLE PROvISIONS,'OF.LAW.'- TAP% ATI-ANTIC BI4CH BUILDING DE M T slk ► I4 r„ r i v' �4, t� S i CITY OF ATLANTIC BEACH PERMIT CA CULATION ST Address YS L w V—S' V a� Date Heated Square Footage i @ $ per sq ft = $ Garage/Shed r @ $ per sq ft = $ Carport/Porch @ $ per' sq ft = $ Deck @ $_ per sq ft = $ N r P Patio � � @ $ p _r sq ft = $ v TOTAL VALUATION : Total Valuation 1st $ 6 /1-�--- $ Remaining Value $Sr per thousand or portion thereof TOTAL BUILDING FEE $ 13v + 1/2 Filing Fee $ GTf ( ) Fireplaces @ $15 .00 $ O BUILDING PERMIT FEE $_ �'. of WATER IMPACT FEE $ / yo.0 0 SEWER IMPACT FEE $ O WATER METER/TAP $ O CAPITAL IMPROVEMENT S U SEWP TAP (jq) ) RADON (HRS) .0050 SECTION H PAVING ( ) $ HYDRAULIC SHARES $ CROSS CONNECTION $ (3qS ) SURCHARGE . 0050 $ •7 O OTHER $ ? n GRAND TOTAL DUE $ c)3 7 ADDITIONAL PERMITS OR FEES: Mechanical Plumbing Electric/New Electric/Temp ; SwimmingPool Septic Tank Well Sign Finish Floor Elevation Survey Other CALCULATIONS and/or NOTES: j 181996 CITY OF ATLANTIC BEACH Building and Zoning PERMIT APPLICATION REMODEL, ADDITIONS OR ALTERATIONS A.L(.Atl re DEMOLITIONS Owner(s) : i ehuc,-tj Address : 14-21 U N k-S1 pE -b2 F —Phone: Z41 -1(9' Lot # (P5- B4mmir or Unit # Subdivision: V Lfti:�2sfD� Contractor: l ©iJ'f"Z �aNSI 2 t)C�"tc�/J �D U�,t ptT , State License # Address : (Zy (3riY ST. tifs � r`�C,6 Phone No: -'74 L 1 1 cX> Describe work to be done: _ Add 4oc) SP GN &a2LAa 6 r, f4yusc , Present use of building: �iAuG->( Valuation of Proposed Construction: Zg, yUv Proposed use:_ Is this an addition? S If yes , what are the dimensions of the added space: ;�25 ft . X L-115f ft . Will the added area be heated and cooled? 6!� New electrical (or increase)? New plumbing fixtures?� New fireplace? New Heat/AC? /Vy SUBMIT THREE COMPLETE SETS OF PLANS, INCLUDING SITE PLAN, SURVEY, ENERGY CODE FORMS, NOTICE OF COMMENCEMENT, AND OWNER/CONTRACTOR AFFIDAVIT, IF OWNER I ONTR CTOR. Signature OWNER:, Date: -Z-1,241-?a Signature CONTRAC OR: Date• .11217-1. XFr, License Supplied: �yV Liability Insurance: Worker's Compensation Insurance: r i �. RAN"F""am PL.A. 1967 LAW* re 113.11 Of (Immemenwnt va"Ams W bunAmATO 0 z Iffa b1402 it umv mcum r" The undersigned hereby inforrm all concerned that knprovaments will be"we to certain real property, and In accordance with section 713.13 of the Florida Ststut4% the following information 0 is stated in this NOTICE OF COMMENCEMENT. m -4 Descril:wion of propm y LDT t)eAVP, ............ .............. C11 PLA-L CL .......... + ...................... co co .............. ...... Cu cvmwe,aomipam o, uip - a -m&&---qt�.P..-,,,f.......... Z .......... .......... .................... ........................................... own......._.....b .................... ........ Address..._._._-1951-LAU akov Owner's irdersai in s"of Ow hyprovavool.................................... Fee So"6 Tills bolder of Ww"owner) Nall" .I.._..___._.........._._._.._. .__..... _, ._.................................................. VON Z cot'-1 eo —jk.�u............. A"*" --Ammml of bead NOVA Of P 1 001% W"*4 5ftft of ftorii desynWd inn Owner Won whew now"or Wm joaffiefft WAY be mem" In addition to hirriself,owner designates the following pw$06 to recelva a copy of the Lisnor's Notice as provided In Section 713.13(1)(F),Florida Statutes.(F,111 In at Owner's option). "No SPA"new asso"WIS WGS emv -1 1013 .-0 )v 0" 1 Wl 010 )oc# 96041172 -zER,?,g 7iled & Recorded '1101 02/28/96 09:56:20 A.M. swam so WA • ICG 513043 ENRY W. COOK ............... LERK CIRCUIT COURT . UVAL COUNTY, FL 'EC. $ 6.00 ............... LO 17 ' 6 " B-I-Q Ln--D- I GAi 1-4 cr z � az och m O w '7 LL OD T2 w V Z O N F a N N F- UO U) > O m mN O Lf) T1 5 ' 3 T3" EXISTING MASTER BDRM. m O w z U) N m N EXISTING DINNING RM, w m u 2 0 1996 ' " � 11 Building and Zoning JOB N0: 5203 3 U ® 8 2 8— — PAGE NO: ! OF 1 Job: (5203--) / GAS 17'6- Common -- —THIS DWG;_pREPAREO BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (SBC) � BOT CHORD 2x4 SP 02 N UPLIFT (LB): 120 PLF c WEBS 2x4 SP #3 BRG.LOC (FT)' OVER CONTINUOUS SUPPORT In TRUSS DESIGNED FOR 110 MPH WIND. 15.00 FT MEAN HEIGHT. WITH DEAD LOAD OF 7.0 PSF (TOP) AND 5.0 PSF (BOTTOM) . ^u A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 48.00" O.C. ENCLOSED OR FULLY OPEN BUILDING. w MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. Ul THIS GABLE ENO WILL SUPPORT UP TO 2'0" OVERHANG ALONG THE TOP to THE BUILDING DESIGNER IS RESPONSIBLE FOR THE DESIGN OF THE CHORD. REFER TO DRAWING GE-001, GE-002. OR 876. 719 FOR STUD rn ROOF AND CEILING DIAPHRAGMS. GABLE END SHEAR WALLS. AND VERTICALS AND BRACING DETAILS. GABLE ENO HAS BEEN DESIGNED TO o SUPPORTING SHEAR WALLS. SHEAR WALLS MUST PROVIDE CONTINUOUS TRANSFER ALL HORIZONTAL WINO LOADS INTO THE ROOF AND CEILING -I LATERAL RESTRAINT TO THE GABLE END. ALL CONNECTIONS TO BE DIAPHRAGMS. CONNECTION AND DESIGN OF THESE SYSTEMS ARE THE 6� DESIGNED BY THE BUILDING DESIGNER. RESPONSIBILITY OF THE BUILDING DESIGNER. THIS TRUSS WILL ALSO rn SUPPORT 2'0" TOP/BOTTOM SPLIT ROOF LOAD ON ONE SIDE. FOR GABLE STUD VERTICALS, UNLESS OTHERWISE NOTED: ru FOR VERTICALS LESS THAN 4'0": 1.5X3 ALPINE. 13 WOODLOC. ALL PLATES ARE 1.5X3 EXCEPT AS NOTED. FOR VERTICALS GREATER THAN 4'0": 2X4 ALPINE. 23 WOODLOC. 4X4 av -T �so's"2 -9- -0- 17-6-0 -0- 17'6" OVER i SUPPORTS R-168 Of W-17'6" PLTTYP - A P N - - A - Rev 7 SCA. 829547 0 **IMPORTANT**ALPINE ENGINEERED PRWUCTS, INC. WARNINGT""S S REauIRE EXTREME CARE EA P TC LL 30.0 PSF REF 8235--50595 O O p O p O SMALL NOT BE RESPONSIBLE FOR ANY IN HANDLIND. ERECTION AND P%,'�, F/ O p p 0 DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY SPACING. SEE HIS-91 BY TPI. SEE THIS DESIGN S�GNyyPjIF(Cgj�',l' TC DL 7.0 PSF DATE 03/11/96 O 0 p O FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE �1p Q p p d ALPINE CONNECTORS ARC MAO! OF 209A QALY. STEEL MEETING ASTM OUIPEMENTS. UNLESS OTHERWISE INDICATED. TOP MAp1 M�?" BC DL 10.0 PSF DRW HCUSR233 9607t6t2 O O p p A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY SPACED WITH PROPER I A L P I NE d TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING BOTTOM CHORD STATE OF BC LL 0 .0 PSF HC-ENG MBSt� CONNECTORS PER DRAWINGS 130. 150 G IMA-f. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING--SEE Ii.• Q'ila � TOT.LO. 47.0 PSF CONFORM M/APPLICABLE PROVISIONS OF NDS G TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/I/911 FOR PROPER S`C�cNl�_rE�D c TRUSS C SEAL ON THIS OMWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS DUR.FAC. 1 .33 lill C p C p p O IN ONLY. AND SHALL NOT BE PELTED UPON IN ANY OTHER MAY. DESIGN TO THE TRUSS ERECTION CONTPACTM. .--TPI - TRUSS PLATE INSTITUTE. NDS- 1991 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION SPACING 24.0' + Job: (5203--) / T2 17'6' CORMIOfl -. --- ------ _-THIS.ONG.-pREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT - TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (SBC) _ BOT CHORD 2x4 SP *2 N UPLIFT (LB): 510 510 c WEBS 2x4 SP #3 BRG.LOC (FT)' 0.00 17.04 N TRUSS DESIGNED FOR 110 MPH WIND. 15.00 FT MEAN HEIGHT. 33 WITH DEAD LOAD OF 7.0 PSF (TOP) AND 5.0 PSF (BOTTOM) . ro DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING. w cn A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 48.00' O.C. to MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. rn 0 v rn w 4X4 3X5 X5 6p T 1.5X3 1.5X3 1'1'3 10'12 3X7 'ZF 8-9-0 B-9-0 —0— X5 17-6-0 3X5 —O 17.6" OVER 2 SUPPORTS R=901# W=5"8 R=9010 W=5'8 PLTTYP - A P R P P - Rev 7 SeA: 8295 750 C= jC C=3 c c ,= * IMPORTANT* °INE ENGINEERED PRODUCTS. INC. WARNINGI"'�'E"�ODI' EXTA"CARE R P TC LL 30.0 PSF REF 8235--50599 SMALL NOT BE RESPONSIBLE FOR ANY IN HANDLING. ERECTION AND �'(E.. F/ T= LC � CI DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIS-91 BY TPI. SEE THIS DESIGN 5��'�PtIFfCgr�' TC OL 7.0 PSF GATE 03/11/96 O Cl C= C1 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPt. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE •G [�p F• L1 Q C= ALPINE CONNECTOR!ARE MAO!OF 20W OALV. STEEL MEETINGS ASTM OUjREIlNTS. UNLESS OTIIlNMIS! INDICATED. TOP R:• BBARI M9B�� BC DL 10.0 PSF DRw HCUsa236 96o7t61 C= C= C� [= A�GR G EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SMALL BE LATERALLY GRACED WITH PROPER C A L P I N Q TRUSS AIA UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD STATE OF BC LL 0.0 PSF HQ-ENG MBS CONNECTORS PER DRAWINGS 130. ISO C ISOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING- SEE '• 120RKt"' TOT.LD. 47.0 PSF TRUSS CT CONFORM N/APPLICABLE PROVISIONS OF NOS C TPI. AN ENOINEER'S ALPINE TECHNICAL UPDATE t7/1/911 FOR PROPERIII�� lg1�� lf II�I11l�g1� , SEAL ON THIS DRAWING APPLIES TO TIE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIO DUR.FAC. 1 .33 IN ONLY. AND SMALL MGT BE PELTED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR- 0 != C= G� C7 G A--TPI - TAUSS PLATE INSTITUTE. NDS- 1991 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION SPACING 24.0• ' Job: (5203--) / T3 9'3'8 Common _ - THIS,OwG__pAEPARED BY-THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (SBC) x BOT CHORD 2x4 SP #2 N UPLIFT (LB) : 200 360 a WEBS 2x4 SP #3 BRG.LOC (FT): 0.00 9.00 cn TRUSS DESIGNED FOR 110 MPH WINO. 15.00 FT MEAN HEIGHT, M WITH DEAD LOAD OF 7.0 PSF (TOP) AND 5.0 PSF (BOTTOM) . ^3 DEFLECTION CRITERIA IS L/240 LIVE AND L/180 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING. w Ex A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 48.00. O.C. RIGHT ENO VERTICAL DESIGNED FOR VERTICAL LOADS ONLY. w MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. rn 0 v rn a 4X4 1.5X3 3X4 6 p T 1.5X3 1']'3 10'1"2 2.SxQ 8-9-4 8 —0— .5X4 9-3-8 3 8.1.2 9.3"8 OVER 2 SUPPORTS R=513# W-5"8 R-433# W-3"8 PLT. TYP - ALPINE - - A - - R v 7 u SeA� 829637 o t� 0 0 0 **IMPORTANT**ALPINE ENGINEERED PRODUCTI INC. WARNING°"sug REQUIRE EXTREME CARE '(tR a� . TC LL 30.0 PSF REF 8235--50601 n SMALL NOT BE RESPONSIBLE FOR ANY IN NANOLING, ERECTION AND P� �FtCjy C= t= C=3 CM DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE MID-91 BY TPI. SEE THIS DESIGN S�.'ivQ� •9jl•'I' TC OL 7.0 PSF DATE 03/11/96 C= C� C7 O FAILUPE TO BUILD THE TRUSS IN CONFORMANCE WITH GSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE 0 0 o C� ALPINE CONNECTORS APE MADE OF 208A GALV. STEEL MEETING ASTM OUIREMWS. UNLESS OTHERWISE INDICATED- TDP AtR9e;. SC OL 10.0 PSF ORW WMR235 960716 4 [3 = C= =3 AAA6 SR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY SPACED WITH PROPER ' G A L P I NE TRUSS AND UNLESS OTHERWISE LOCATED ON THIS OESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD STATE OF SC LL 0.0 PSF HC-ENG MESA CONNECTORS PER DRAWINGS 130, 150 G 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING--SEE ij•, ��� TOT.LD, 47.0 PSF CONFORM N/APPLICABLE PROVISIONS OF NOS S TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE O/1/91) FOR PROPERlilllltl�(tlll���llll� �' TRUSS q SEAL ON THIS OWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS ����nCCCUUU C=3' OUR.FAC. 1 .33 1N ONLY, AND SHALL NOT BE HW-`LIED IRON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION DONTPACTOR, C=) =3 C= H= O C= •--TPI • TRUSS PLATE INSTITUTE. NOS- 1991 NATIONAL DESIGN SPECIFICATION FOP WOOD CONSTRUCTION SPAC NG 24.0* ] LO I- -lea - - 171611 — --AI GAI zcf) Ow N Q QZ OU) J Z m cr O w 7 LL T2 rn w CI Z O H H d N cc z F- U O N > o m m N O # T3 5 ' 3 " EXISTING MASTER BDRM. m 0 w z Q �8 � � EXISTING DINNING RM. o x dt A R 2 01996 JOB NO: 8 ' 2 8 Building and Zoning 5203 l.e_ 3 8 PAGE NO: 1 OF i Job: (5203--) / GA1 17'6- Common __ _.THIS OwGs-PREPAAEO BY THE ALPINE JOB oESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (SOC) BOT CHORD 2x4 SP 02 N UPLIFT (LB): 120 PLF c WEBS 2x4 SP #3 BRG.LOC (FT)' OVER CONTINUOUS SUPPORT N TRUSS DESIGNED FOR 110 MPH WIND. 15.00 FT MEAN HEIGHT. w WITH DEAD LOAD OF 7.0 PSF (TOP) AND 5.0 PSF (BOTTOM) . ^u A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 48.00" O.C. ENCLOSED OR FULLY OPEN BUILDING. cwn MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. THIS GABLE ENO WILL SUPPORT UP TO 2'0" OVERHANG ALONG THE TOP w THE BUILDING DESIGNER IS RESPONSIBLE FOR THE DESIGN OF THE CHORD. REFER TO DRAWING GE-001. GE-002. OR 876. 719 FOR STUD rn ROOF AND CEILING DIAPHRAGMS. GABLE ENO SHEAR WALLS, AND VERTICALS AND BRACING DETAILS. GABLE END HAS BEEN DESIGNED TO o SUPPORTING SHEAR WALLS. SHEAR WALLS MUST PROVIDE CONTINUOUS TRANSFER ALL HORIZONTAL WIND LOADS INTO THE ROOF AND CEILING v LATERAL RESTRAINT TO THE GABLE END. ALL CONNECTIONS TO BE DIAPHRAGMS. CONNECTION AND DESIGN OF THESE SYSTEMS ARE THE ►� DESIGNED BY THE BUILDING DESIGNER. RESPONSIBILITY OF THE BUILDING DESIGNER. THIS TRUSS WILL ALSO rn SUPPORT 2'0" TOP/BOTTOM SPLIT ROOF LOAD ON ONE SIDE. FOR GABLE STUD VERTICALS, UNLESS OTHERWISE NOTED: "I FOR VERTICALS LESS THAN 4'0": 1.5X3 ALPINE. 13 WOODLOC. ALL PLATES ARE 1.5X3 EXCEPT AS NOTED. FOR VERTICALS GREATER THAN 4'0": 2X4 ALPINE. 23 WOODLOC. 4X4 6C7- 13 fill lei 161 raT �so1s•z 8 —0 —9- -0— 17-6-0 —0- 17'6" OVER i SUPPORTS R-168 Of W-17'6" PLT. TYP - ALPINE - TOTAL- - - R v 7 SCA - 0.3750 XWIMPORTANTWWSNALHE ENGINEERED PRODUCTS. INC. WARNING"'U S REWAIIRE EXTREME CARE TC LL 30.0 PSF REF R235--50595 O p O O O D SMALL NOT BE RESPONSIBLE FOR ANY IN HMNOLING, ERECTION Acro �ER-R N� O p p O DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN S�G~4,PtlFlCgr�?� TC DL 7.0 PSF DATE 03/11/96 O O O Q FAILURE 70 BU1L0 THE TRUSS 1N CONFORMANCE WITH pSTBB BY TPI. FOR AODf710NAL SPECIAL PERMANENT BRACING RE O O O O ALPINE CONNECTORS APE NAGE OF 20WNA GAMY. STEL MEETING ASTM WNIIRElENT4. UNLESS OTHERWISE LHDILAiED. 70v Of IIMrII �gg;., 8C OL 10.0 PSF DRW HaIsa235 960716 C=3 p p p A446 6R B EXCEPT AS NOTED. APPLY COHNECTDNS TO EACH FACE OF CHORD SHM.L BE LATERALLY BRACED WITH PROPER ((/J� C= AVj LPINE C TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING BOTTOM CHORD STATE OF ; 8C LL 0-0 PSF -ENG MBSNA� CONNECTORS PER DRAWINGS 730. 140 G IWDA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING—SEE i•..��HpF•.� TOT.LD. 47.0 PSF pp' CONFORM N/APPLICABLE PROVISIONS OF NDS G TPI, AN ENOIEER'S ALPINE TECHNICAL UPDATE (7/7/91) FOR PROPER •'•'• 1 .33 C=, TRUSS O SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DAYNAu APPLILA7ION. FURNISH A COPY OF THIS �rTtU OUR.FAC. 1 .33 p O O p p p IN ONLY. AND SHALL NOT BE RELIED UPON IN ANY OTHER WAV. DESIGN TO THE TRUSS ERECTION CONTRACTOR. •--TPI - TRUSS PLATE INSTITUTE. NDS- 1991 NATIONAL DESIGN SPECIFICATION FOR HOOD CONSTRUCTION SPACING 24.0'— " Job: 15203--1 / T2 17'6' COBIIIHOfl - --- ---THIS.DWS—PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (SBC) _ BOT CHORD 2x4 SP #2 N UPLIFT (LB): 510 510 c WEBS 2x4 SP #3 BRG.LOC (FT)' 0.00 17.04 TRUSS DESIGNED FOR 110 MPH WIND, 15.00 FT MEAN HEIGHT. WITH DEAD LOAD OF 7.0 PSF (TOP) AND 5.0 PSF (BOTTOM) . ^1 DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING. w cn A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 48.00. O.C. In MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. rn 0 v rn w 4X4 3X5 X5 6p T 1.5X3 1.5X3 1'1`3 10'1.2 e-9-o a-s-o -0 X5 17-6-0 3X5 -0- 17'6' OVER 2 SUPPORTS R-901# W-5"8 R-901# W-5'8 PT TYp - APR P - P TOTAL- Rev 73u SCA: 82567 O a **IMPORTANT**ALPINE ENGINEERED PRODUCTS. INC. WARNINGTR`�"�BDI`E EXTREME CARE q q TC LL 30.0 PSF REF 8235--50599 a a a O SHALL NOT BE RESPONSIBLE FDR ANY IN HANDLING, ERECTION AND "(E.- .!c OATRUSS DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN yaGPtiFl�gr.2 TC OL 7.0 PSF DATE 03/11/96 1= FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE 1= ALPINE cGHNECTCWH9 ARE MAGE tH►aoGA OALV. STEEL MEETING ASTM oDIRE1RNT5. t111E54 OTHERWISE INDICATED. TOP Ngg;. BC DL 10.0 PSF DRW HCUSR233 9607161 [= A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER ' C=3 TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD SC LL O.O PSF —ENG MBS CONNECTORS PER DRAWINGS 130. 150 G 160A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING— SEE STATE OF TOT.LD. 47.O PSF CONFORM N/APPLICABLE PROVISIONS TO DF NOS G TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE n/1/91I FOR PROPER G SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE =W"APPLICATION. FURNISH A COPY OF MIS DUR.FAC. 1 .33 IN ONLY. AND SMALL NOT BE RELIED UPON tN AMI OTHER WAY. DESIGN TG THE INUSS ERECTION CONTRACTOR. . C d . a .--TPI - TRUSS PLATE INSTITUTE. NDS 1991 NATIONAL DESIGN SPECIFICATION FOR MOOD CONSTWICTION SPACING- 24.0' Job: (5203--) / T3 9'3'8 Comon - ---- THIS-ONG. pAEpAREO BY.THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT __- TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (SBC) SOT CHORD 2x4 SP 112 N UPLIFT (LB): 00 9300 N WEBS 2x4 SP 03 BRG.LOC (FT) TRUSS DESIGNED FOR !10 MPH WIND. 15.00 FT MEAN HEIGHT. WITH DEAD LOAD OF 7.0 PSF (TOP) AND 5.0 PSF (BOTTOM) . ru DEFLECTION CRITERIA IS L/240 LIVE AND L/180 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING. o0 cn A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 48.00" O.C. RIGHT END VERTICAL DESIGNED FOR VERTICAL LOADS ONLY. to MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. rn 0 V r+ 01 U+ d. 4X4 1.5X3 3X4 6 N T 1.5X3 n 1'1'3 101"2 2.5xQ 8-9-0 8 -O- .5X4 9-3-8 3 8'1'2 OVER 2 SUPPORTS R=5131 W-5"8 Rs433# W-3"8 P7 TYP - APN �±- TOTAL- - - Rev 7 SCA: 82950 0.37 FI Q e= p o o **IMPORTANT**AL"INE ENGINEERED PRODUCTS. INC. WARNINGU, REQUIRE EXTREME CARE ER P TC LL 30.0 PSF REF 8235--50601 SHALL NOT BE RESPONSIBLE FOR ANY IN HANDLING, ERECTION AND p`Y•.IF.. tib" [= 0 DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 13Y TPI. SEE THIS DESIGN Si�P '9��! TC DL 7.0 PSF DATE 03/11/gra CI G d C= FAILURE TO BUILD THE TRUSS IN CDNFOWIANCE WITH OSISS BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE �I�O c G O C) ALPINE CONNECTORS ARE NAGE OF 200A GALV. STEEL MElTINO ASTM OUIWCIFNTS. UNLESS OTHERWISE INDICATED. TOP BIAR11 �98�• BC DL 10.0 PSF DRW HCu$ii233 9607t614 A446 OR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER Q ALPINE G TRUSS AM UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYNOOO SHEATHING. BOTTOM CHORD STATE OF .' BC LL 0.0 PSF HC-ENG MBS G C CONNECTORS PER DRAWINGS 130. 190 C fNDA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING—SEE �j1`._Aj�Q} ; ` TOT.LD. 47.0 PSF CONFORM N/APPLICABLE PROVISIONS OF NOS G TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPER S`j......... oTRUSS O SEAL ON THIS DRAWING APPLIES i0 THE COMPONENT DEPICTED HERE ORYNALL APPLICATION. FURNISH A COPY OF THIS OUR.FAC. 1 .33 I uu u I u IN ONLY. AND SHALL NOT BE RELIED UPON IN ANY OTHER MAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. [=3 O Q O C C d__TPI • TRUSS PLATE INSTITUTE. NDS- 1991 NATIONAL DESIGN SPECIFICATION FOR MOOD CONSTRUCTION SPACING 24.0" 1 -1/4 . iu 1 -1/2"=.12' 1 -3/4!'=.14' 2"=.16' 2-1/4!'=.18' 2-1/2"=.20' 2-3/4:'=.22' so.27 3"=.25' 3-1/47=.27' S9.47 3-1/2"=.29' 3-3/4!'=.31' D 4"=.33' o �' 4-1/4!'=.35' 4-1/2"=.37' �� 9 4-3/4!'=.39' ,>_ 5-1/4"=.43' 5-1/2"=.45' 5-3/4"=.47' 6"=.50' C� M // 6-1/2"=.54' 6-3/4:'=.56' 7"=.58' 6 7-1/4!'=.60' 6 7-1/2"=.62' 7-3/4!'=.64' 8' =.66' r 8-1/4!'=.68' ` 8-1/2"=.70' o° 68-3/4'=.72' 6 g„=.75' 9_1/4"=.77'cc s 9-1/2"_.79' 9-3/4!'=.81 ' 10"=.83' 10-1/4:'=.85' NOTE : 10-1/2' =.87' �`J� , tp� VERIFY F F . ELEV. (5 1 -1 14:'=.9 3' � �'����r AFF a� t. 11 -1/2'-.97' .95� pe0 P��P�c �V� & GRADE WITH 1 3/4" .97 a�, r. Y { MUNICIPALLITY. s �� CrT i` OF iA ! F. office ,3f Bui€d'ing Official r/ 5 nab--- / - 3/_ — � _— Permit No. _.. Locality NamcrName `= � -- --- BUILDING CC)NCF TE I EC"S' _ PLUNIBIP G MECHANICAL Framing Fooling Pmjgh t-V'r:ng Rc�lugh Air Cond. & (fie r o;lry., , - J.:ab T.mp Pcie Top Out Heating Insulation Lintel Final Sewer Fire Place Pre Fab READY FOR iNSP EC'HON . .M. Mlon_ Tues hied- Thurs. Friday------.- -P.U. A M.. yrG�" Ce�� c r, u(Oc,iup�?ncy Cfii` €F l , ' d b Office 0; Sut660-g Qfiicia3 t tE^T FOR INSPECTION Data ecelvAa _-- - —--- ------ ----- job Address - - -- / O;gar's Contractor Name - -- t C pl(j^ MEC°_A411C1. t~ CONCRETE ELECMICA` Air � , . t3U1LT?1Pl Rough Wiring _ Rough eating Footing P Top Out Fire l Framing Slab Temp,rile Fire P4ase Re Roofing - Rna Sewer ir^suiation - t_inte! - Pre Fab REAi3�r` FOR EP�SPwC"i 10t�' -A.V, Friday----- Voll, F'�'� Thurs- Y--—__- Tues �'�ed' Von- A.N1 -- f �__ _ _ i ("Clio f `L Z ¢ 0(:CUP,- ,- t ADDRESS- BUILDING PERMIT NUMBER INSPECTIONS : FOOTING UNDER SLAB PLUMBING �� C SLAB q--/4 -961 FRAMING �±� S 6 COVER-UP �7 - INSULATION S- `CI 4 FINAL BUILDING & -q-qJ� CERTIFICATE OF OCCUPANCY ELECTRICAL PERMIT # lltf3 JJ INSPECTIONS ROUGH - �f_Q FINAL q-96 MECHANICAL PERMIT # g -7-2- PLUMBING '72____PLUMBING PERMIT NOTES : ro 1 Y fi P � ADDRESS BUILDING PERMIT NUMBER C� INSPECTIONS: FOOTING UNDER SLAB PLUMBING SLAB FRAMING l U COVER-UP /,.,g � INSULATION /o FINAL BUILDING / ! - CERTIFICATE OF OCCUPANCY ELECTRICAL PERMIT # C , INSPECTIONS ROUGH FINAL MECHANICAL PERMIT # PLUMBING PERMIT # NOTES: DATE PRE-SERVICE DIVISION JACKSONVILLE ELECTRIC AUTHORITY 233 WEST DUVAL STREET JACKSONVILLE, FLORIDA 32202 THE FOLLOWING FINAL INSPECTION(S) HAVE BEEN MADE AND ARE SATISFACTORYt 1 ------------ ------� ------------------------------------------------- ------ ------------------------------------------------- ------ � ------------------------------------------------- ------ ------------------------------------------------- Enclosed are the blue copies of the permits. SINCERELY, � i NS�� ILD NG , DIVISION cc:FILE CITY OF ATLANTIC BEACH, FLORIDA ILI& C�o Approved by APPLICATION FOR ELECTRICAL. PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE:_ ) Q @ I9 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 AREA PART HEREOF, AND IN ACCORDANCE WITH THE ELECTRICAL REGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES. e. �c__ v ELECTRICAL FIRM: MWER E ECT l SIGN&VRE NAME t 1 \YY5 W 2 ADDRESS: / 1 Gr/ Isr RFD BOX BLDG.SIZE BETWEEN: RES.Vi---- APT.1 1 COMM.I I PUBLIC I 1 INDUS.( 1 NEW -O. OLD( 1 REW.1 1 ADDITION( I TRAILER ( 1 TEMP>�- SIGNS ( 1 SO. FT. SERVICE NEW INCREASE( 1 REPAIR ( ) FEE CONDUCTOR SIZE � AMPS , COPPER ALUM. qqb _ SWITCH OR BREAKER I AMPS �' PH W VOLT RACEWAY U EXIST.SERV.SIZE AMPS PH W VOLT RACEWAY FEEDERS NO. SIZE I NO. SIZENO. SIZE LIGHTING OUTLETS CONCEALED -OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL 0.90 AMPS. 91.100 AMPS. SWITCHES INCANDESCENT FLUORESCENT&M.V. FIXED 0.100 AMPS, OVER APPLIANCES BELL TRANSFr AIR H.P.RATING H.P.RATING CONDITIONING COMP.MOTOR OTHER MOTORS AMPS CEIL HEAT: KW-HEAT 0.1OVER MOTORS H.P. VOLTAGE PHS NO. 1 H•P. VOLTAGE PHS MISC LLANEOUS TRANSFORMERS: UNDER 600 V. OVER 600 V. NO. KVA I I NO. lKVA NO.NEON TRANSF. NO. VA. MA. MOTOR SIZE SWITCH FLASHER. EACH SIGN FORWARDED CIV TOTAL FEES �, � _._ Q� a ao- v Za c 0 a 7 r Z � r O m o a ' ' t~!7 Opp m m IS a a \0-,a I . � � ■ � - � . cc cis \ O cc JOS \ � . � \ ! ' 2 r Ct�'Y t31=ATlAh4'TIG:B��W Tf'A Tr t :.,. ► Adis;; :. OOD I' SIA ro -Olt t No i Theulo ► 1 : 00 PADO 00 A2» A7t+'^� Y [` W 1 J.�Ji7 i Fes , _ 2 '00` .'• � -17 ` ' ��� " /►� N A '� o $ N 7"] ` " y; ` *1141 so, Oo p " ; `NcT f ' GE3�# li='i !Qfi#lii$ANC!100T#Nt PtOM4TVOID SIX MONTHS Ar T1=f#DATE Of Is�Ui x tLD#NG,1tAAfi RiAl,RUBBIS .l�1�1 3 bi#SRt$�rR0M THIS WORK M AT NOT f�ePt.Acl Db I' RtJSt.1C$� �,4Nt�.tulU�ifi ED'V AND HAU Q:''AfiA!AYt}NfiR GtOFt f)t Ctidq d i 1 { �y [ 7777 77777-- 71 � �. D APO NG TQ,AFAR 0t� t�f��WWOH ARS �'t� t THIS #--ft �T I.AT#Q # AIDE# ice f+ fBtA#S t7R LAW. . a f1TIT1C �f# t.DtN DPARAN . 4s3 9 . s • CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT JOB LOCATION: �-� yG PLUMBING CONTRACTOR: • Va-uGh'-Al Y- 00A/S Rand/A/6 iUG, LICENSE NUMBER: G'�CO 338)0 OWNER: FYQy! kti✓owe-r BUILDING CONTRACTOR: f:�a-in )1 11 roui�e TYPE OF BUILDING: C_QI/1,5 truCflOri 71'o Mice• SINKS SHOWERS LAVATORY WATER HEATERS BATH TUBS DISHWASHERS URINALS DISPOSALS CLOSETS WASHING MACHINE FLOOR DRAINS OTHER TOTAL FIXTURE COUNT: + $15.00 `> --r ------------------------------------------------------------------------------- INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE MOST RECENT EDITION OF THE SOUTHERN STANDARD PLUMBING CODE. 6,3 0 14rr�t ATLANTIC jg '3' 14 1;'LINKST�i� a , + r MAM L09-IDA AlLANTIcl bg SO Nt _ � r far.rt * uA1 Lit: pe ro Su 0 0t t?Y jot w , r� z ►* 3 ' 39 Alva r Y r t i fy W Www'T y 4. A"LICAT I WN rtn Mw+1F w w. ATIOi"�q. - ! rvV 00 'IMPAC FEE '� . A S—T7 o'iTi-r•.moi rr + Lt►4. +may( j/{�� 00 +�wq� +yam{y�4. 0 T Mw wr t M re.4 #+�. 'w�.'C '�. `W fi ., TY1Y dovk TAP' Ic LLEi SNARE cor,-e'er ve : FEE 14, II(PACT 0 rt or or 7 I 4 P r � ,A#.t, US.AAla I Ci6TINGr$14 �. + t1 UC}1€�SIX M��NTHS AFT* �A�� Pt11t.#�#NG,MAFfi) lL, €31 3 �:J�Nt� ?. B t15, fiflM Ttit5 WORK M4JST..NdI BE PI.ACS0 114.PUBIIC PAiGt=,AN[3.Aa4t1�aTB1* AYt�A y;EJTHiwR,CO N7RACTOR 00 C3 I R IP. � ' �CKA� ' {. r SINiw" +. ' PAY TG" s. V 1R i 1 / 91 E UMV Ufm #3 A1'1N TC PN Wk1W ARE P1kA7 ? CHIB PB1 +MlT' A1t3U +4l �N �IATnt1='APF�1,1 # # �t7?NB>Q7"C 0 LAW.; �� �. Aa"���RK Tatt-firatt of Mrrupanq {situ a Atlantic N=4 -- Nloriba 19tvartment of Nuiffing Insp rttun 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 ClassificationS 13LG, Re c.�-i? Inc Bidg.Permit No. �` 7 6 Group.rCtrrile Type Construction �F 9 r Fire District .At i ao L'Rp<-i h Owner of Building CeTICE--i,. Real Estate Address i} a �,ut no`_:at 11bOUVI , Build' Built' Addressestom' ' '' -r" 7&ocality +t' ~ •ic- !�j FT 32')sI Q By: DON tttR_Il Building O iciai Date: POST IN A CONSPICUOUS PLACE CITY OF r�i�'art�c s�►'�ack - 1rl r�da 100 SEMINOLE ROAD ATLANTIC BEACH,FLORIDA,32233-5x45 TELEPHONE(9(4)247-SM FAX(904)247-5805 NOTICE TO: hater 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 !lumber Address elt, Building Department NOV 14 '94 15:04 CLARSON 260 P02 " MAP SHOWING BOUNDARY SURVEY OF LOT BLOCK "" AS SHOWN ON MAP OF el. Y,4_ VA11, 51,04` t./,4/lT / AS RECOADED IN PLAT BOOK- f#-_ PAGES OF THE CURRENT PUBLIC RECORDS OF DUVAL CO., FLA. FOR: L`E/yr�x �4/D,yE� C�/QI��P�4y/dA1 NOTE: BEA NGS SHOWN HEREON ARE BASED ON THE ABOVE MENTIONED PLAT. ,04,41r,Of sZEC71VAI 17, TMAISWIP 2 6_011711, PAA,60 29,FA5T • I --��sr�Ea t'e►ac6 Qjvi 3 81994 uric/rites � �FtvE,os . _ Building and Zoning W � ti k 0 yj 1�"► oi pop, i Itj ZZ w) c dfdyAAso o p K Ito 4� � Svc-¢g•aoMwEf»X•�u• N ! ;a�,�.aa 0f Of-4 is, A: �4.4�• f?l`NY d L 1A1ArS'/40 AC D'? i VC '47M 17Y //-!- 04 ,V tE: J-4r • x- cur!A/drBd) &C1,1VO *U 0rWIe lQo,vs. U,V r , ,row .OAC IWOAts- 1 HEREBY CERTWY THAT THIS SURVEY, PERFORMED UNDER MY RESPONSIBLE DIRECTION, MEETS THE MINIMUM LEGEND; TECHNICAL STANDARDS FOR LAND SURVEYORS IN ACCORDANCE WITH CHAPTER 21 HH-B,FLA.ADMINISTRATIVE CODE (PURSUANT TO SECTION 472.027,FLORIDA STATUTE$),AND FURTHER CERTIFY THAT THERE ARE NO VISIBLE ENCROACH- CONC111TE NONURRS�R MENTS UPON ,71E SUBJECT PROPERTY EXCEPT AS SHOWN ON THIS SURVEY. I/_ FOU"'D'NON LOR O 1/2"UTWON.L&IVgW ` FLQOQ CERTIMCATE: THE LOT SHOWN HEREON IS IN FLOOD SAS. WILDING RESTRICTION UNE I zONw ' X• AS SHOWN ON THE FLOOD INSURANCE RATE CLAHSON AND ASSOCIATES, INC. ° `ENTAAL ANOLV MAP, COMMUNITY PANEL NO 120075- CD4 p DATED 4.1741 1547111ALD0 AVH.JACKSONVILLE, FLA 92207 R RADIUS A MIC DISTANCE f• CH. CHORD DISTANCE Jv.y J II Zoo'P P.C. POINT OF CURVATIME SURVEYED 19 + +'y 01 P.T. POINT OF TAN41NCY / V� �� R 4URVEYOH NO. ZK1s FLA. P.N.C. POINT OF REVERSE CURVE SCALE: P.C.C. POINT OP 4:010')U"D CJJM 3� MA�VO 1-1t-z- -130 �Z 730 crow CITY OF ' ' r fp Office of Buildin O cial r � l� REQUEST FOR IN ECTION �J Date _ P it No. Time A.Kr.' Received P.M. Job Add — -- cality Owner's N Contractor ---IN CO CRETE CTRICAL ��P " MECHANICAL��' Framing Footing Rough Wirin �soacP ❑ "' ' Re Roofing Slab Temp o e Top Out ❑ Heating Insulation 1- Lintel Final C' Sewer ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION M Mon. Tues. Wed. Thurs. Friday ; 'nsoection Made n. Fina! Inspection `—!� Date _ --.— 411644-c �� // 4��,c //w // CITY OF //// d Office of Building Official REQUEST FOR INSPECTION 7 � Z-- Date Permit No. Time �/�— A.M. Received 7 / ~ Job Add, e s /,-Locality Owner's Name Contractor BUILDING 96NCRETE ELECTRICAL PLUMBINGEt �/ MECHANICAL Framing Footing ❑ Rough Wiring Rough <L Air Cond.& EJ Re Roofing E Slab ❑ Temp Pole ❑ Top Out ❑ Heating Insulation _. Lintel ❑ Final Ci Sewer E Fire Place ❑ Pre Fab READY FOR INSPECTION Mon. Tues. Wed. Tt'�+`irs. Friday_ P.M. Inspection Made _ � P.M. Final Inspection Inspector.____ Certificate of Occupancy Date -----— ._ r� CITY OF Office of Building Official REQUEST FOR INSPECTION- 76 } Date f. Permit No. Time /0 : 00 M. Received __ M. J rens ""ty { Owner's Name "" Contractor BUILDING ONCRE ELECTRICAL PLUMBIN MECHANICAL Framing C Foo in Rough Wiring C Rough Air Gond.& C Re Rooting C Slab Temp Pole C Top Out C Heating Insulation C Lintel C Final C Sewer C Fire Place 0 Pre Fab READY FOR INSPECTION Mon, Tues. Wed. Thurs. Friday PM. , 1 A.M, Inspection Made Inspector Final inspection Certificate of Occupancy Date NOTICE OF ADDITIONS or CORRECTIONS DO-NOT REMOVE JOB ADDRESS * DATE tv THIS JOB HAS NOT BEEN COMPLETED The following additions or corrections shall be made before the job will be accepted ZZ- $15.00 REINSPECT FEE It is unlawful for any Carpenter, Contractor, Builder, or other persons, to cover or cause to be covered, any part of the work with flooring, lath, earth or other material, until the proper inspector has had ample time of approve the installation. After additions or corrections have been made, call 247-5826, Building Depart- PLUMBING ment for an inspection. Field Inspectors ELEC are in the office from 8:00 a.m. to 5:00 44 1 eLoG � p.m. Monday through Friday. �. 4.q s nS•+iv + �, $ 8".e �,�txew'r iinsi :r CfTY OR �A "LANTI '. BEAC -t F .ORIDA 6 s a f ¢ ,Ars +il &x 4 * ° P � Approved by APPLICATION EOR :ELECTRICAL PERMIT . � TO THE CHIEF ELECTRICAL INSPECTOR; `' { DATE 19 IMPORTANT NOTICE: IN CONSIDERATION OF"PERMIT"GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORM SAID WORK,IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, WHICH ARE A PART HEREOF, AND INACCORDANCE,WI THE ELECTRICAL REGULATIONS, CODES AND CRY OF ATLANTIC BEACH ORDINANCES. 216A A ON g ELECTRICAL FIRM: MASTER EC ECTRI&N SIGN RE id6RNrYMAN— NAMEilaIC-0 W Z wtADDRESS: G.✓!f�'SI�� RFD BOX o ' BLDG.SIZE BETWEEN: W RES. -- APT.( 1 COMM.1 ! PUBLIC( ; , INDUS.I i NEW OLD( 1 REW.1 1 ADDITION O TRAILER( ) TEMPyiP'}�. SIGNS,1, ► SO,FT. SERVICE: NEW INCREASE( ! t REPAIR ( 1 FEE CONDUCTOR SIZE AMPS �O COPPER � ALUM. A G b SWITCH OR BREAKER AMPS> PH T RACEWAY EXIST.SERV.SIZE ` `' AMPS PH' IVY VOLT RACEWAY IMA FEEDERS NO. SIZE ; , y $IZEga,3.. '. ., NOy .<ie SIZE". 10 Im LIGHTING OUTLETS ( CEAED `` OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL O.aO AMPS 31:100 AMPS. SWITCHES { INCANDESCENT .M FLUORESCENT&M.V. FIXED o too AMPS. 0VCR + , APPLIANCES BELL TRANSF: AIR H.P.RATING _ ° H.P.RATING CONDITIONING COMP.MOTOR OTHER MOTORS AMPS CEI NEAT: KW-HEAT ! ' 4 t ' ` 0.1 OVER , o MOTORS H.P. VOLTAGE : PHS N0. VOLTAGE PHS MISCELLANEOUS _. A!, o TRANSFORMERS: UNDER 600 V� i ' OVER 600 V. NO. "� VA ; . NO. ;i KVA NO.NEON TRANSF. N0. VA. MA MOTOR SIZE n. SWITCH FLASHE EACH SIGN x R FORWARDED r � k TOTAL'FEES A, qzPLS'A dd3 a, Yui 1 { 'i r r`r ;i5 Na k *y N ,'t"t^''; CITY OF ATLANTIC BEACH Fixture Unit Worksheet for Water Impact Fee FIXTURE UNITS ARE ESTABLISHED AS THE MEASUREMENT OF WATER DEMAND FOR EACH WATER FIXTURE UNIT INSTALLED AND CONNECTED TO THE CITY WATER SYSTEM. THE WATER SUPPLY CHARGE IS HEREBY FIXED AT TWENTY DOLLARS PER FIXTURE UNIT CONNECTED TO THE CITY WATER SYSTEM. C7 BATHROOM GROUP CONSISTING OF SERVICE .SINK TRAP STAND WATER CLOSET, LAVATORY i BATH (8) TUB OR SHOWER STALL (6) 1y WATER CLOSET WATER CLOSET. TANK OPERATED (4} VALVE OPERATED (8) BATHTUB/SHOWER (2) URINAL WALL LIP (4) SHOWER GROUP PER HEAD (3) FLOOR DRAIN (1) SHOWER STALL DOMESTIC (2) LAUNDRY TRAY (2) I LAVATORY (1) COMBINATION SINK AND TRAY (3) © WASHING MACHINE (3) POT. SCULLERY SINK (4) DISHWASHER (2) WASH SINK EACH SET OF FAUCETS (2) KITCHEN SINK (2) DENTAL LAVATORY (1) ' KITCHEN SINK WITH WASTE DENTAL UNIT OR CUSPIDOR (1) GRINDER (3) BIDET ($) URINAL STALL, WASHOUT (4) FLUSHING RIM SINK (8) COMBINATION SINK AND TRAY WITH FOOD DISPOS. (4) IURINAL, PEDESTAL, SYPHON JET DRINKING FOUNTAIN (1/2) BLOWOUT (2) LAVATORY, DARBER/BEAUTY . ICE MAKER (1/2) SHOP (2) SURGEONS SINK (3) LAVATORY, SURGEONS (2) JACUZZI (1) URINAL STALL. WASHOUT (4) TOTAL FIXTURE UNITS 0 $20.00 EACH = / �� �C---) JOB INFORMATION Z K , �� CITY OF 16, Office of Building Official6 13 C-7 REQUEST FOR INSPECTION a _ ` / q Date Permit No. 17-2 Time �! A.M. ReceivedP.M. i -Z/- ` f ob Address ocality owner' J Name Contractor �m nING CONCRETE LECTfiICA MB AL Framing Footing —-Reugl}-1af+ring Roug Qir Cond.j Re R Slab Temp Pole _ Top Out Heatirg anon Lintel _ Final Sewer Fire Place READY FOR INSPECTION Pre Fab a M Tue Mon. s Wed. Thurs. Friday A.M. Inspection Mad.1_.. inspector C€T i` OF 'office of Building Official Y t REQUEST FOR INSPECT ION 9 Date Permit No. Time AV, Received _ P.M Jdress� `' �LaE�J'Rl t r Locality Owner's Narrye--...— co BtJtLDtPd �� CONCRETE CHANiCAL Framing — Footing Rough Wiring - Rough _ Air Cond. Re Roofing Slab _ Temp Pole - Top Out Naming Insulation Lintel Final Sewer Fire Place Pre Fab READY FOR INSPECTION r-a A.Nt. Mon` Tues Wed. Friday inspection ivTade lrsp <:,toi --- - Fina' Inspection —��~ -- — Cert;ricate.of Occ7�.y Dr,' CITY OF �9 r' Office of Building Official REQUEST FOR INSPECTION Date !a Permit No. Time A.M. Received RM. r Job Address Locality Owner's �l Name Contractor �F, L._D.-I-N�-G� CONCRETE EL ECTRICAL � UIVI$ING J -[MECHANICAL mmg _ Footing Rough Winng Rough Air Cond. & _ Re Rooting Slab -_ Temp Pole _ Top Out Heating Insulation Lintel Final =. Sewer _ Fire Place Pre Fab READY FOR INSPECTION -`- Man. Tues. Wed. Thin Friday r. A.M. Inspection Made _ e: � ! P.M. Lr _=pecicr r Final Inspection'. Certificate of Occupancy Date OF ADDITIONS or • • • NOT REMOVE art THIS JOB HAS NOT BEEN COMPLETED The following additions or corrections sholi be mode before the job will be accepted •140'Zs3w. f 0/ ��1?�I.�I��is pis I✓.s i t'.�/7 a f/ "7�'f7rr Or��p��j�•f�'T+^�n�wr�di�l j It is unlawful for any Corpenrer. Contract Budder, or other persons, to cover or cause to be covered. any port of the work with flooring. lath. earth of other material. until the grope, inspector has hod ample nn*to approve rhe installation. After additions or corrections he-* been made, ca lJ_ /'.� Buiidiep Departnt•nt for an inspection. Feld Inspectors are in the office from Vop to j.&. Monday through Friday. :—`16"11 P la iIM� aIDG TRANSMITTAL DOCUMENT FOR JEA DATE:r r' l The following permits have passed "rough" inspection: Permit No. Address l' R N&aeocmcxmzxg*x'kuq*xmpi)auxeo&xk[exipavcxWA=. Please update your records accordingly. T�ar k u, BUIL ING CLERK CITY OF ATLANTIC BEACH /vcb CITY OF ATLANTIC BEACH, FLORIDA APProvwdby APPLICATION FOR ELECTRICAL. IRLRMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE:,- 1g.? IMPORTANT NOTICE: , IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, WHICH ARE A PART HEREOF, AND IN ACCORDANCE WITH THE ELECTRICAL REGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES. CQ G ELECT111CAL FIRM: MASTEfl ELECTRICIAN NAME fix.. 40262 - _ADDAESS:/ � G/✓ / E BLDG.SIZE BETWEEN: RES., APT.( ) COMM.( ) PUBLIC,( ) INDUS.I ) NEW,f OLD( I REW.t I ADDITION( ! TRAILER( 1 TEMP.l ) SIGNS ( ) SQ.FT. SERVICE: NEW INCREASE( 1 REPAIR ( I FEE CONDUCTOR SIZE AMPS COPPER ALUM MMTCH OR BREAKER AMPS PH W 2 90VOLT 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 O.>f0 AMPS. 3 1.100 AMPS. SWITCHES INCANDESCENT _ FLUORESCENT d M.V. FIXED 0.100 AMPS. OVtq APPLIANCES I I I BELL TRANSF. AIR H.P.RATING N.P.RATING CONDITIONING COMP.MOTOR OTHER MOTORS AMPS CELL HEAT: KW-HEAT 01 MOTORS H.P. VOLTAGE PHS NO. 1 OVER VOLTAGE PHS .�MISCEI..LANEOUS TRANSFORMERS: UNDER 600 V. OVER 600 V. NO. KVA NO. lKVA NO.NEON TRANSF. NO. A. MA. MOTOR SIZE SWITCH FLASHER EACH SIGN FORWARDED TOTAL FEES _ 1 a PSR-3844 9132 - DEPARTMENT OF BUILDING CITY OF ATLANtIC BEACH ORRATION Address! 1451 LINKSIDE DRfVZ — Permit Number: 9132 ATLANTIC BEACH, FLORIDA 32233 . .Permit Type�, MECHANICAL --------- Class of Work: NEW LEGAL DESCRIPTION 'Constr. Type: WOOD FRAME' Lot,! 65 81 ot-k Se t i on- :,Proposed Usel SINGLE FAMILY , Township: : RNG: 0 'SELVA, LINKSIDE #2 Doi!I ihq s 1 Code: '0 Subdivision,. ated Value' $0.00 Tmprov. Cost : $0�.00 Total Fees $4soo 'Amo $45.00 D 4 L HEAT AND AIR MR99 EgIDIVE XPILICAT10i FEES TION - N ZRMIT $45 � 00 P DRIVE WATER IMPACT FEE $0 �00 SEW IMPACT ?BE $0 .00 ACH, FLORIDA 32233 0 A P AP J, W", vyl� -IR c,e Iw $0 .00 T NFORMATION RADOK ,CAS 5% "APITAL -IMPROVE. $0 .oo D� AIR', 'Address :, 4 U SEWER TAP $0.00 U ROA&,`,,! Type SEC�H IMPACT FEE A;fqense: CACA CONST.SURCHARGE 00 $CHARQZ/ATL�: BCH . so 00 NOTES- NOTICE—ALL CONCRETE FORMS AND FOOTINGS MUST 13E INSPECTED BEFORE POURING PERMIT VOID SIX MONTHS AFTER DATE Of,ISSUE BUILDING MATERIAL RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE ' CLEARED UP AND H�ULED AWAY BY EITHER CONTRACTOR OR OWNER FA LURE TOCOMPLY WITH THE MECHANICS , LIEN LAW CAN RESULT IN N 1.01 NG�1AR PROVE ' TREPROPERTY OWNER PAYI 6 Twice 0,00 sul MENTS. ISSUED ACCORDING TO APPROVED-PLAN&WHICH ARE PART OF THIS PERMIT AND SUBJECT TO,REVOCATION F 0�AtION OF APPLICABLE PROVISIONS OF LAW, L ANT'Cr5EA 'H, AR UILbING DEPAR Q*CKS 7- Oil�lk............ BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH ATLANTIC EACH. FLORIDA 5=237 APPLICATION FOR MECHANICAL, PERMIT CALL-IN NUMBER IMPORTANT — Applicant to complete all items in sections I, II, III. and IV, 1' 1451 LINKSIDE DRIVE LOCATION 5tr..t Address: _ --_ - -OF Intersecting street►: aetv.e.n ATLANTIC BLVD. And SEMINOLE ROAD WILDING svb•djvi►ien SELVA��IyKSTDF I OT hS V-- -- 11. IDENTIFICATION — To be completed by all applicants In consrdaretion of permit given for doing the vrork as described in the abcvs %tatemeat w$ hereby agree to prly aid -o-s -A the attacwd plant end ►peciCcations which are a pert hereof and in accordance rilh the City of JecisonvA's ordi.,a.ces a•j of good practice listed therein. Ns :a It`al MANDARI EAT & AIR 4slr``°r` c: iraiPri: jmaCACA12623 Name .{ heperty Owner S:yeature of O.eer signature of W A,rth«'meal Agent CENTEX HOMES Arch;lset or Engineer 111. GfNER L INFORMATION A. Typo of heating fuel: e• IS OTHER CONSTRUCTION BEING DONE ON / YES —be-tric THIS SUILOING OR SITE IF ❑ Gas—0❑ V ❑ Natural ❑ Conttol Utility ❑ oa IF YES. GIVE NUMBER OF CONSTRUCTION 8876 r PERMIT O OtAer -- Spocify IV. hti XM)CAL EQUIPMENT TO tai INSTALLED NATURE OF WORK (Poo We complete UO of compo+►eak oat back of this form) ICT' Residential or H Commercial 0--Haat Q Spa" ❑ Recessed )�"CsnfNl O Hoon � New Building i�rOo h—Air Coad.lioeinq: ❑ Room ❑ Certln) ❑ Existing Building 6-.-Duca Sys+*m: Met", Ty,lck.... ❑ Rmo eplacs „t of existing system MaelasuM eapaelty 1000 cf^ O-NOW Installation(No system previously ins1a11ed) ❑ Refrigewtiore ❑ Extension of add-on to existing system ❑ Cooling *~: Capacity 9 p ❑ Other — Specify Q RM epnnklon: NYTber of Maw -- ❑ Eiovata ❑ Maxiih ❑ Eaculafor (number) THIS Sf'ACi FOR OFFICE USi ONLY O Gesabe pump$ (number) ❑ Te.il (aumbar) Remarks O U'6 caotmiasn (number) ❑ Usfinl peouvro rows ❑ ie&e Permit Approved by Das. 1' QAW — Specify Pormil fees L19r ALL EQUIPMENT ADR CONDITIONING AND REFRIGERATION F.QU1PMENT Number UnKa Daecripuon Modal Number 3[anutacturer jY A rovfzs 1 UL 1 /J,15JQ XEAT14G i FURNACES. BOILERS, FIREPLACES MmsD.r VtslL 27+ecrtytlots Apprvrftg U0441 Number Marsufacwmr (IT )r AHU TAN KS r -- - -• ys tD� 8ov Many Xowbw Capactt i eked Dtrataatooar TYPO Liquid Nam*of Scria) Ap roving Contained Uanuracturer No. l�cnc� — i CITY OF fid& ,c h -0974:" Office of Building Official REQUEST FOR INSPECTION Date Permit No. Time r t A Received P. Jo ddress Locality Owner's Name Contractor BUILDING CONCRETE ELECTRICALPLUMBING MECHANICAL Framing Footing ❑ Rough Wiring ❑ Rough Air Cond.& _ Re Roofing _ Slab L Temp Pole D, Top Out Heating Insulation Lintel 1 Final Sew � f�� —/� Fire Place C L \ Pre Fab READY FOR INSPECT A.M. Mon. Tues. /Wed. rs. Friday P.M. Inspection Made nspactor Final Inspection Certificate of Occupancy Date