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Permit 333 Plaza (vault) Job Truss Truss Type Qty Ply IMILLER]KILLPATRICK 971440 T07 ROOF TRUSS 1 1 TRUE TRUSS INC.,JACKSONVILLE FL. 32226 4.0-32 s Dec 16 1997 MiTek Industries,Inc. Wed Jun 03 15:23:16 1998 Page 1 7-0-0 10-4-12 7-0-0 3-4-12 6x6= 2x4 11 3 7 4 8.00 12 W 2 2 6 8 9 5 1 5x6 11 1x4// 5x6= 10-4-12 12 Plate Offsets X [2:0-4-12,0-0-13], 2:ed a 0-2-9 [3:0-4-4,0-2-41 LOADING(psf) SPACING 2-0-0 CSI DEFL (in) (loo) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.86 Vert(LL) -0.25 5-6 >486 M20 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.87 Vert(TL) -0.18 5-6 >663 SCLL 0.0 Rep Stress Incr NO WB 0.40 Horz(TL) -0.00 5 n/a BCOL 10.0 Cade SBC/SBCCI (Matrix) Min Length/LL deft=240 Weight:60 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 on center purlin spacing, except end verticals. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 5-2-13 on center bracing. WEBS 2 X 4 SYP No.3 WEDGE Left:2 X 4 SYP No.2D REACTIONS (Ib/size) 5=442/0-1-8,2=539/0-3-8 Max Horz 2=431(load case 3) Max UpliftS=-543(load case 3),2=-484(load case 3) FORCES (lb)-First Load Case Only TOP CHORD 1-2=52,2-3=-421,3-7=23,4-7=24,4-5=-88 BOT CHORD 2-6=259,6-8-300,8-9=300,5-9=300 WEBS 3-6=-110,3-5=-587 NOTES 1)This truss has been designed for the wind loads generated by 110 mph winds at 15 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,10 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist,they are not exposed to wind. If cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.33,and the plate grip increase is 1.33 2)Except as shown below,special connection(s)required to support concentrated load(s).Design of connection(s)is delegated to the building designer. 3)Provide adequate drainage to prevent water ponding. 4)All plates are M20 plates unless otherwise indicated. 5)Provide mechanical connection(by others)of truss to bearing plate at joint(s)5. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 543 Ib uplift at joint 5 and 484 Ib uplift at joint 2. 7)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. LOAD CASE(S) 1)Regular:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-54.0,2-3=-54.0,3-7=-54.0,4-7=-54.0,2-6=-20.0,6-8=-20.0,8-9=-20.0,5-9=-20.0 Concentrated Loads(lb) Vert:3=-386 7=-1118=272 9=107 2)Wind Left:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert:1-2=48.3,2-3=4.7,3-7=53.6,4-7=53.6,2-6=-10.0,6-8=-10.0,8-9=-10.0,5-9=-10.0 Horz:1-2=-58.3,2-3=-14.7 Drag:3-7=-0.3,4-7=-0.3 Concentrated Loads(lb) Vert:3=825 7=272 8=-533 9=-186 3)Wind Right:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(pit) Vert:1-2=97.3,2-3=53.6,3-7=53.6,4-7=53.6,2-6=-10.0,6-8=-10.0,8-9=-10.0,5-9=-10.0 Horz:1-2=-107.3,2-3=-63.6 Drag:3-7=-0.3,4-7=-0.3 Continued on page 2 J Job Truss Truss Type Qty Ply MILLER/KILLPATRICK 971440 T07 ROOF TRUSS 1 1 i TRUE TRUSS INC.,JACKSONVILLE FL. 32226 4.0-32 s Dec 16 1997 MiTek Industries,Inc. Wed Jun 03 15:23:16 1998 PageYI I LOAD CASE(S) Concentrated Loads(lb) Vert:3=825 7=272 8=-533 9=-186 4)1stWind Parallel:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert:1-2=97.3,2-3=53.6,3-7=53.6.4-7=53.6,2-6=-10.0,6-8=-10.0,8-9=-10.0,5-9=-10.0 Horz:1-2=-107.3,2-3=-63.6 Drag:3-7=-0.3,4-7=-0.3 Concentrated Loads(lb) Vert:3=825 7=272 8=-533 9=-186 I I �I I I I I i I I I i I i I I I I i I i DATE06/08/98 PAGE 1 - REQ.QUOTE DATE / / ORDER# 972228 ORDER DATE 03/30/98 QUOTE# DELIVERY DATE 06/02/98 CUSTOMER ACCT# 1036440170 DATE OF INVOICE I / / CUSTOMER PO# TRUE TRUSS INC. ORDERED BY LOU KILPATRICK INVOICE# TERMS SUPERINTENDANT I SALES REP Kent Music JOBSITE PHONE# I SALES AREA Jacksonville s Julian Scaff Construction JOB NAME:MILLER-KILPATRICK LOT# SUBDIV:ATLANTIC BEACH i 4917 Ratliff Road MODEL: TAG: JOB CATEGORY:Residential T Callahan, FL 32011 DELIVERY INSTRUCTIONS: (904)879-3362 o SPECIAL INSTRUCTIONS: D HAS TO BE RE-RUN WITH T D BY DATE BUILDING DEPARTMENT I OVERHANG INFO I HEEL HEIGHT 12A I REQ.LAYOUTS REQ.ENGINEERING QUOTE END CUT RETURN SALESMAN 1 SALESMAN 1 LAYOUT BED 04/06/98 PLUMB GABLE STUDS 0 IN.OC JOBSITE 1 JOBSITE 1 CUTTING DR 06/04198 ROOF TRUSSES LOADING TCLL-TCDL-BOLL-BCDL srRESS INCR. ROOF TRUSS SPACING: 24.0 IN.O.C.(TYP.) INFORMATION 20.0-7.0-0.0-10.0 1.25 PROFILE QTY PITCH TYPE BASE O/A LUMBER OVERHANG CANTILEVER STUB EIG WEIGHT PLY TOP BOT ID SPAN SPAN TOP BOT LEFT RIGHT LEFT RIGHT LEFT RIGHT HEIGHT GIRDER 06-03-14 101 LB 2 5.66 0.00 CJ01 09-10-13 09-10-13 2 X 412 X 4102-09-15 01 0 ATTIC 12-07-12 349L6 1 8.001 00 GE01 32-03-08 32-03-08 2 X 612 X 8102-00-00 02-00-00 SPECIAL87 LB 1 4 1 8.001 0.001 J01 05-00-00 05-00-00 2 X 412 X 4102-00-00 05-00-03 I SPECIAL Iy 03-08-03 63 LB L 4 8 001 0 00 J02SPECIAL 03-00-00� 03-00-00 2 X 4 2 X 4 02-00-00 SPECIAL IO2-04-03 34 LB 4 8 00 0 00 J03 01-00-00 01-00-00�2 X 4 2 X 4 02-00-00 1 3 Ply 8 00 0.001 ATTIC 1 32-03-08 32-03-08 �2 X 6 2 X 8102-00-00 02-00-00 12-07-12 294 LB ATTIC 12-07-12 3636 LB 14 8 00 0.001 T02 32-03-08 32-03-08 2 X 612 X 8 02-00-00 02-00-00 Ply 8 00� 0 001 GIRDER 1 16-01-12 16-01-12 �2 X 412 X 8102-00-00 08-07-06 149 LB SPECIAL 1_1 8 001 0.00 T04 10 04-12 1 10-04-1212 X 412 X 4102-00 07-08-03 75 LB 3 8 0.00 MONO 1 10-04-12 10-04-12 12 X 4 2 X4102-00-00 1 08-07-06 204LB SPECIAL 8.001 0.00 Tos 07-00-00 07-00-00 2 x 412 x a 02-00-00 06-04-03 116 LB GIRDER lzn 1 s 00� 0.00T07 10 04-12 1 10-04-12 12 x 4 2 x 4 02-00-00 06-04-03 66 LB �J07-08-03 75 LB 1 8 00 0 00 SPECIAL T08 10-04-12 10-04-12 2 X 412 X 4102-00-00 MONO In _ ' 1 3 �8 001 0.00 2 1 T09 1 10 04 12 10-04-12 1 X 4 2 X 4 02-00-00 08-07-06 187 LB 1 1_8.00 0.001 GIRDER R 10-04-12 10-04-12 2 X 412 X 4102-00-00 08-07-06 72 LB 1 2 Ply 8.001 0.00 GIT11 1 16-01-12 16-01-12 2 X 4 2 X 8 02-00-00 08-07-06 142 LB Ply 8 0.001 TIC 2—2- C 1 32-03-08 1_32-03-08 12 X 6 2 X 8 02-00-00 02-00-00 1 12-07-12 5311-13i vd I iJj I 0 4 4,f�� r ----------- - E- i A.PiPROVED CITY OF ATLANM SACH BUILDING— AUG UILaDINGAUG 0 1998 fl� �F( 4 3 167 07 T OF BUILDING t DCiT'f O ATLANTIC BEACH I I 'ER LI t Z I�>?6AMRT T ON --~-~-�, LCAT1 ON I NPORN#A'I'x ON Orm' ,t �Iumbse-r 1670 ' A c1r�� 3� PLANA ,DRI1? "P '"t P I LU NQ ATLA*TIC EEA,CU, ,tJR I UP 3 2213, 4, of Wcik*.REMODEL � �_� �_ �� LE ATS. DE CRTPTXO —_-- Conistr.. Type:WOOD `FRAME EIock: 21 'Lot �1.6 'Twp; 0 'rc as + ct 3s + II!IGLE FAMILY Section: 4 S"d: d D 11a g r Subdivi,si onATLkNTI BEACH "A. Est , value. 0-0 10, apr v. Co$t:t 0 .C1 Total Pees 71;.0,0 Amount, T° 4a;sA 1 4 4t1 f , ,. APP 1 T d ak 10 s EE s +w 7, ik PERMIT 7l..0th Cdr.'. P�Ajay X/ OWI`-', �Y 'R ID 3 2�G. :y b t=� .. ,kt 4' T5' Am nt few , ireLATjirlRsf: T#EN :""� 6 -B,LAdw OA 3 � DLEE, P'LOR 320917-4702 L� ,: :ia, 00 h . � a .r r - YyVle v "0igy NOTES: x <, i NOTICE—INSPECTIQNS MUST BE'REOUESTED AT LEAST 24 )HOURS PRIOR TO INSPECTION BUILDING MATERIAL,RUBBISH AND DEBRIS-fROM THIS WORK MIDST NOT BEfPLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER { FAILURE TO COMP, LYWITH THE MECHANICS' HIEN LAW CAN RESULT IN T E PROPERTY OWNER, PAYING TWICE FOR SUIJ, DING IMRRO EMENTS." IS tIE ACCORDING TO AIPPROVED PLANS WHICH ARE PART OF THIS_PEWIT AND SUBJECT TO REVOCATION FOR , VI# LitON OF APPLICAiE PROVISIONS OF LAW: V1,114: ON I DECKS37% It, Hos AILANTI EACH BUILDINW EP RTMENT, �f��>t Ay, CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT JOB LOCATION: 3-- OWNER OF PROPERTY: TELEPHONE NO. PLUMBING CONTRACTOR __.ell-� ��/ CONTRACTOR' S ADDRESS : � !_111Z/A9�c 2 STATE LICENSE NUMBER:_ TELEPHONE : TELEPHONE : HOW MANY OF THE FOLLOWING FIXTURES INSTALLED SINKS � -SHOWERS LAVATORY WATER HEATERS l BATH TUBS �^ / DISHWASHERS URINALS _DISPOSALS _CLOSETS I WASHING MACHINE FLOOR DRAINS SHOWER PANS Z SEWER WATER REPIPE OTHER TOTAL FIXTURES: /4 x $3 . 50 + $15. 00 MINIMUM PERMIT FEE - $25. 00 SIGNATURE OF OWNER: SIGNATURE OF CONTRACTOR: ��7- _ -------------------------------------------------------- INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE MOST RECENT EDITION OF THE SOUTHERN STANDARD PLUMBING CODE. CALL A DAY AHEAD TO SCHEDULE INSPECTIONS - (904) 247-5826 SEWER CONNECTIONS MUST BE CALLED INTO PUBLIC WORKS FOR INSPECTION PRIOR TO COVERING UP - (904) 247-5834 CITY OF 4&4odw BeacA-0;r�Q Office of Building Official / REQUEST FOR INSPECTION [ /_ Date (� Permit No. Time Receive?99tCAL ocality Owner's Name tractorBUILDIPLUMB G MECHANICAL Framing 1-7 Footing r i Rough Wiring Ci Rough ❑ Air Cond. & ❑ Re Roofing ❑ S b f] Temp Pole ❑ Top Out ❑ Heating Insu ❑ intel ❑ Final Cl Sewer ❑ Fire Place ❑ DY FOR INSPECTION Pre Fab on Tues. l/IA.M. Wed. Thurs. Friday .. A.M. Inspection Made n ( PM Inspector _ Final Inspection Cl Certificate of Occupancy ❑ Date CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET Address -� -• � � j (�.° � �:` " 'y Q d` C Date � (4 Heated Sauare Footage / � @ $ ! per sq Garage/Shed 't @ $ per sq Carport("Port 2 _@ S _per sq ft �'�C� '`'•...... 4, �' L.,. `r7�i J it � .. _ N Patio per sq ft = S TOTAL VALUATION : Total Valuation 1st c" T f + Remaining Value $ � ::" er thousand or portion thereof TOTAL BUILDING FEE $ + 1/2. Filing Fee $ ? ( ) Fireplaces @ $15 . 00 $ - C BUILDING PERMIT FEE $ j WATER IMPACT FEE $ SEWER IMPACT FEE $ WATER METER/TAP $ CAPITAL IMPROVEMENT S SEWER TAP S ( ) RADON (HRS) . 0050 S SECTION H PAVING HYDRAULIC SHARES CROSS CONNECTION $ ( ) SURCHARGE . 0050 $ THER $ DUE .5 ITIONAL PERMITS OR FEES : Mechanical Plumbing Electric/New Electric/Temp ; SwimmingPool Septic Tank Well Sign Finish Floor Elevation Survey Other CALCULATIONS and/or NOTES : CITY OF Office of Building Official REQUEST FOR INSPECTI Date V �d Permit No. C? / Time A.M. Received P.M. Job Address,_,___ cality Owner's Name4< Contra or BUILDING CONCRETE I ECIRIC-a6 :,. PLUMBING MECHANICAL Framing El F-1Rou Rough F Air Cond. & ❑ Re Roofing ❑ Slab ❑ Top Out ❑ Heating Insulation ❑ Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION A.M. Mon. Tues. Wed. Thur.. Friday A.M. Inspection Made Z P.M. Inspector �° �� Final Inspecti Certificate of Occupa ❑ Date DATE -------------- PRE-SERVICE DIVISION JACKSONVILLE ELECTRIC AUTHORITY WENT DUVAL STREET JACKSONVILLE, FLORIDA 22-20 THE F OLLOWIMG FINAL INSPECTION Z i 1-{AVE BEEN `IADE AND ARE SATISFACTORY : 3 00 ------ -------------------------------------------------- ------ ------------------------------------------------- ------ ------------------------------------------------- Enclosed are the blue copies of the permits. RELY, LBUILDING INSPECTION DIVISION = FILE //►►11�� //CITY OF �� -� 4& /3 a& �-99& Office of Building Official REQUEST FOR INSPECT O Date Time A. Received P. —31 Job Addres /Local' Owner's Name Contractor BUILDING CONCRETE ELECTRICAL PL MBING MECHANICAL Framing ❑ Footing ❑ Rough Wiring Ci Rough ❑ Air Cond. & ❑ Re Roofing ❑ Slab Temp Pole CI Top Out ] Heating Insulation ❑ Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION A.M. Mon. Tues. Wed. Thurs. Friday _ A.M. _P.M Inspection Made . Final Inspection CJ Inspector Certificate of Occupancy Date nnjj'' CITY OF 0;&".�- 4& B�-0; � Office of Building Official REQUEST FOR INSPECTION f 7 Date D -7 Permit No. Time A.M. Received ` Job, dr s L ality } Owner's // ,. Contractor �� ¢ Name -- � BUILDING NCRET ELECTRICAL PLUMBING MECHANICAL Framing ❑ o Rough Wiring Ci Rough ❑ Air Cond. & El Cl Slab Temp Pole C! Top Out -iHeating Re Roofing 1 7 Sewer ❑ Fire Place C. Insulation Lintel Final Pre Fab READY FOR INSPECTION A.M. Mon. Tues. Wed. Thurs. Friday O A.M. � Z' P.M. Inspection Made �'4J— — Final Inspection LJ Inspector Certificate of Occupancy Lj Date nnss'' CITY OF nn,1 rQ4^4C 13eac.4-vt` Office of Building Official REQUEST FOR INSPECTION Date b Permit No. ` Time A Received P.M. Job A res cl ocality Owner's Name Contractor BUILDING ONCRETE ELECTRICAL PLUMBING MECHANICAL Framing Footing ❑ Rough Wiring ❑i Rough ❑ Air Cond. & ❑ Re Roofing Slab ❑ Temp Pole ❑ Top Out ❑ Heating InsulaAiQn E. Lintel ❑ Final Ci Sewer ❑ Fire Place ❑ O� Q Pre Fab �-� READY FOR INSPECTION A.M. Mo . es. Wed. Thurs. Friday 9 c A.M. Inspection Made r I Y � P.M. ��y-w-,�c•,��01(-1�1-�, Inspector A LA Final Inspection ❑V Certificate of Occupancy ❑ Date l � CITY OF ATLANTIC BLACH, FLORIDA nr'r"°dI'Y l APPLICATIC1ti FOR NFLECTRICAL PERMIT TU I11E c111Cr I UCTIIICAL INSPI"t;1O11: DATE:_ ,_ 0 19 IM►'U►I t Ati t NO I It:I': IrT curIF)II)I rnrlctri a� 11Friru4r (;I term+r� IlCllr RY n1; N I01T UOINc III[ WORT( AS DESCRIBED IN IIIE EULIOWItTG, WE WIIICII AREl/1IPART ill(liltlEOF, AND INWACCUItDAr,10ElWilli Il Willi I-rClTl(21Cl11 ftE(REGULATIONSHED PLANS , CODES MINI) CITYIONS, OE nTTANIIC IJEAUII ORDINANCES. a ELECTRICAL FIT ht_ - MASTER ELECIRICIl1N SIG ----�1_I3T1�Yn1E�1Nn1 E - ------ --- - ------- / p NAME _ - ��l C. 1�� -�'-('---__.__ nUUrlEss:, �s�� --- — RFU----Eox _ TTLUG. SIZE TIES. ( 1 APT. ( 1 COMM. ( 1 Punic ( 1 INDUS. 1 I NEW (� OLD ( -) ►lEW . ( 1 AUDITION ( 1 IFIAILER ( 1 TEMP. (v SIGNS -- _ -------------------- SERVICE: r i F w ( INCREASE ( 1 REI'AIII ( ► �(�(l��a� FEE Uf{ CVNUUC1SIZE �? AMPS COPI'EI1 - DUCT UH -- - -- -ALUM, ( _ � S-W--I--T-C---I-I--U- _II- UREhKER Q _ HNPs 101,113 WVULT ` �( IIACEWAY EXIST. SERV. SIZE AMPS PA W VUl_i - - - - I1ACEWAY FEEDERS NO SIZE NO. SIZE NU. — - - --- SIZE LIGATING OUTLETS CONCEALED UDEN -------- - - TOTAL RECEPTACLES CONCEALED OPEN TOTAL - - Q 3 nr,,r•e - - - �I tov nr.,rs. I - SWIT( IIE9 - - INCANDESCENT FLUORESCENT & M. V. t"IXEU nrr Llnrtc.r9 I YELL rnnNsr-. _ - All{ 11 ►'. RATING - II.I I1ntlNG CONDITIONIN(; COMP. MUIOR UT11E11 MOTUIIS AMP`; CF-11- HEAT: KW HEAT 0-1 ------- --------- - - - _ MOTORS -- _ H 1'. VOLTAGE ITOVEIt IS NU. T II.P._ - VOLTAGE PHS MISCELLANEOUS C &YqU CITY OF ATLANTIC BEACH, FLORIDA ^I'1""" dby APPLICATIOrV TOR ELECTRICAL PERMIT TU fllE CIIi( I [ 1 F(:1111Cn1. INsrFc:ic)rl: DAIS:- o 19 C 0 IMPOrI r Ara I race r Ir,F: ��l �� - /V75 Ill CMISIULIUMON OF PI-1 l (;1Vr- I TOP DOING INE WORK AS DESCRIBED IN 111E 1 OI I OWlrlc, WE II ltl_13Y A(Au l 10 rI m OPM snit) WO111( IPJ ACCORDANCE Willi 111E AT IA( 11E0 PLANS Atli) SPECITICA{IDNs, WIIICII nitL A PAR 111 PI AND IN ACCOIIDANU WI111 FIIE I-ATC1RICAL I?FGUt_AIION_ CODES ANU CITY OF A i LAN I IC I3EAC1 ORDINAICESry / # 3�-vc0d, ------------ ELECT r{ICAL IFIM: MASTER ELECT111CIAN SINAIUIIE NAME _ (1—e- 4/t�_Ph p� ----..�—._AUUF{ESS:_, 3 HLUG. SIZE TIES. ( ► AP1 ( I COMM. ( ) PUTILIC ( ) INDUS. ( ) NEW (V ULD ( ► FLEW. ( ) ADDITION ( ► THA1LEF1 I ) TEMP. ( ) SIl1NS FT. C'? SERVICE: rJl_W INCIIEASE ( ) 11FPAII1 ( ► � � ^� EEE CONDUCT Oil SIZE / �O AMPS �� CUPI'Ell ( V ALUM, SWIFCII-Oil 3ITEAKE11 AMPSW / ry5_F'll o2 !r -- r1ACEWAY EXIST. SEIM. SIZE AMPS F'11 W VOL1 11nCEWAY FEEUEITS NO. SIZE NO. SIZE I No. SIZE LIGHTING OUTLETS CONCEALED Ur'EN TUTAI_ RECEPTACLES CONCEALED OPEN TOTAL —. - O 11 100 NIII'6. SMT( IIEs INCANDESCENT FLUORESCENT & M. V. FIXED 0.100 n11c 6 I 6vfln l — - nrrt InrlcT 9 IIELL IIIANSF. - I AM II.P. HATING 11.11. HATING - CONUITIUNING CUrvli'. MOiOil UTIIFII MOTOIIS AMPS CEIL IIEAT: KW HEAT 0-1 - - - -- --- ---- --- - OVER MOTORS - - - - MOTORS H I'. VOLTAGE Elis NO. 1 II.P. VOLTAGE PIIS MISCELI ANEVUS 16175 4J` DEPARTMENT OF BUILDING t ITY OF ATLANTIC BEACH PETIT TNFOAJ4AT, I N LO FTId� I INFORMATION r Nlar: &"I7 Address. 313A Ft DRIVE" 'Iype.*RZkODItLINC A'I�AN�'IC' BEACH . �'LC}RI'I�A 32233 ass o -------- LROAL, DESCRIPTION o r , ' Tse WOOD mmg, Bl v� � 1Y - Lcat`: 1 6 Twp-. ro1te I se* SINGLE FAXILY Seftion: ubd* P>zc�.. wellings Subdivisic�n.ATLANT'IC BEACH., "A" Improv. <Cost, 53 =75 0 Tota 414'.00 Arcot Pta4.1 4 . 0 98 o rk IRL o STT N 7 A0PLICATION, E'E'LS - E 4rrs 4 ��« s . R .a PBI 414.00 d L �� B �� p FLORIDA X22 3 � � � � O Phi b yy�, x44 y Y j „f�€ q.. 0 n .4 ;+yFxi 3L rry _� 9 tr° Y, k Asa RX 10: dd 41- R:��M� ROAD , , CALLAHAt .. R T DA 3-1011 Li "CBCSYjq ,_ Exla f ' IN M41 � , NOTES: t i 3 R NOTICE-INSPECTIONS MUST BE REQUESTED AT L4 H UR$ PRIOR TO INSPIzCTI©N rja BUILDING MATERIAL,RUBBISH'AND DEBRIS FROM THIS WORK MUST NOT BE PL,�CED!N PUBLIC SP,ACE;AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLYWITH THE ME CHANMCS' LIN t.A' II t CAR $1L." ` ff THE PROPERTY OWNER PAYING TWICE FOR BUiLpMNG IMUIPR VEMENTV1 ISSUEQ ACCORDING TO APPROVED PLANS "WHICH ARE PART OF THIS PERM�T AND SUBJECT TO REVOCATION"FOR VIOLAT!{ V OF APPLICABLE PROVISIONS OF LAW. I4I fry I� I've ATI ANTI EACH BUILDING' EPAi ENT ; = a Department of Community Affairs SN: 7903 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM 60OA-93 Residential Whole Building Performance Method A SOUTH PROJECT NAME: MILLER BUILDER: LFK CONSTRUCTION AND ADDRESS:, PERMITTING CLIMATE OFFICE: ' Tc14,/v7/C 130i ZONE: 71-1 81_1 OWNER: MILLER PERMIT NO./ (P ( 7 JURISDICTION NO. �,i,'(/(/O J 1. New construction or addition 1. New Construction CK 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. 1120.00 6. Predominant eave overhang (ft. ) 6. 1.50 7. Porch overhang length (ft. ) 7. 0.00 8. Glass area and type: Single Pane Double Pane a. Clear Glass 8a.179.Osgft O.00sgft b. Tint, film or solar screen 8b. O.Osgft 0.00sgft 9. Floor type and insulation: a. Slab on grade (R-value, perimeter) 9a.R= 0.00 , 138.00 ft 10.Net Wall type area and insulation: a. Exterior: 2. Wood frame (Insulation R-value) 10a-2 R=11.00, 1104.00sgft ll.Ceiling type area and insulation: a. Under attic (Insulation R-value) lla.R=30.00 , 1120.00sgft 12.Air distribution systems a. Ducts (Insulation + Location) 12a. R= 6.00 , uncond 13.Cooling system 13. Type: Central A/C SEER: 10.50 14.Heating System: 14. Type: Heat Pump HSPF: 6.80 15.Hot water system: 15. Type: Electric EF: 0.91 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. HF-Whole house fan, RB-Attic radiant barrier, MZ-Multizone) 19.EPI (must not exceed 100 points) 19. 97.92 a. Total As-Built points 19a. 23896.25 b. Total Base points 19b. 24404.74 ------------------------------------------------------------------------------- -----.----.--.--.-.--.---_-.--- -------.--------------------------------------------------- I - ---------------..----- -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 Cade. 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. Q OWNER/AGENT: BUILDING OFFICIAL: DATE:, - J - DATE: nr PRICE QUOTE APPLICATION FOR WATER AND/OR SEWER TA APPLICANT NAME MAILING ADDR 3 PHONE NUMBER � � DATE SERVICE REQUESTED ` ------------ SERVICE LOCATION 3 DATE SET TO PUBLIC WORKS Z. p DATE RETURNED TO BUILDING DEPARTMENT PUBLIC WORKS DEPARTMENT PRICE QUOTE RESPONSE WATER: SEWER: OTHER: PRICE QUOTE PREPARED BY: Signature - Title DATE NOTIFIED OWNER CITY OF ATLANTICfiZz= RECEIVED P_M' TT APPLICATION RzKODEL, ADDITIONS, OR A -c:11'"M aTj 7 1998 MCVIING, DM-ICLITIONS City of Atlantic Beach "wr.e r "s /3 Building and Zoning ccress : 33 Loc #J& B;cC'< nit # _ 4 /t CcnLractcr: J � � i �k! C'q� T ✓.ate LicenseC..� T actress : g9Y7 i4rLjPF TescrIt-ewcrk ce �cr_e d ReMc le - U (Y1 c A;a--> .4-c) Ito e w R� � ��,�; h ckAi -c- ,) �Us (A J04 ia_�ac_cn _= -- ccsec _crac_�ct_on :ccosec :se: ) / 600- 'It& �33c��- �oC �� -a� 5 a�: Y' �' � _? Ves, are _ e9-4 -_:^.e.^:_.....; t::e �CGoC .._..._ _.:1.. _ccLe New e;ec _ New ✓ Vew = mar e� _ -- -ac J1ew SDEMIT 273RD (C 4�RCT3 r T.�C �I�ESIc7 7T�3_Z 1 C Lc SETS CE PLANS, ==Cr---VG S=� PLAN, S>?RVEY, ^T�'�� Cpm FORL�LS NCT== OF CWN�Z C/ CNZ:4ACTOR Ar"FT�AVIT, LF CWNM ZS CCNZ4ACTCR. ✓a��• (p gate: ( /� 9 Swcr co arc s cscr_�e� ce` :-e me � _ -'�—::ani ^� ?JCS uZY PGBL�C -T-.T=' ^F =' RI�aLa�.Gc o0`�r P& LUCRETIA PHILLIPS k_ J Notary Public,State of Florida .i` My Comm.Exp.Mar.13.2001 Comm.,,No. CC 626301/ Aug-06-98 11 :44A Harry McNally 904-247-5872 p.01 CITY OF ^*&a fc $'r�uF -lthrrt�l�t _ ATLANTIC OCA y,FLQRWA 32.'JJ u11 TT.LEMNE(VW)b+t Sri34 214 VAX("d)2^51a3 rAX TRANSMITTAL DATE: 01 TO: TAX NUMBER:_,. PAGES - INCLUDING COYER SUIXT: _ e FROM, &,vzt 'I J DEPARTMENT Or PUBLIC WORKS ATLANTIC BEACH, PLORIDA 32233 COMMENTS: FAX # 247-5843 TELEPHONE S 247•S834 AIIIMI CITY OF ATLANTIC BEACHPERMIT CALCULATION SHEET Address : 3 3 lot, A 2 ek (/�^'A D-O rtJ 000A Td y'. 0- 16 f'? Date Heated Square Footage @ $ y /. O per sq ft = $ � Garage/Shed @ $ per sq ft = $ Carport/Porch @ $ per sq ft = $ Deck @ $ per sq ft = $ Patio @ $ per sq ft = $ OTAL VALUATION: $ $ Tot 1 V alp�Pn 1st $ /G 0 o z .'� 1 0 `' $ / -� -3y-o v Remaining Value per thousand or portion thereof TOTAL BUILDING FEE $ + 1/2 Filing Fee $ '7J ( ) Fireplaces @ $15 . 00 $ BUILDING PERMIT FEE $ 00 WATER IMPACT FEE SEWER IMPACT FEE $_ WATER METER/TAP $ CAPITAL IMPROVEMENT $ SEWER TAP $ ( ) RADON (HRS ) . 0050 $ SECTION. H PAVING ( ) $ HYDRAULIC SHARES $ CROSS CONNECTION $ ( ) SURCHARGE . 0050 $ OTHER $ GRAND TOTAL DUE ADDITIONAL PERMITS OR FEES: Mechanical Plumbing Electric/New Electric/Temp ;SwimmingPool Septic Tank Well Sign Finish Floor Elevation Survey Other CALCULATIONS and/or NOTES : W9 1"Ro SAW mmmm cASHrMAMMA AWT4 k WAS vw UN , Q&w %WW F s M; W Building Material Now mm Imm mom"am mm mvm WAM mm % IwArAMS mm MMA mm W-WOW lis "4, c ,SIA ee�Aecc/-- a 14- X /f S 3fo X 5/6 w 4 Cj.o vs i�►> 3Ic X a� W i�j 0.f1 S ow 4 S R'U O w+ W v e. .� c. . 2161 McCOYS BLVD. P.O. BOX 2247 JACKSONVILLE, FL 32204 JACKSONVILLE, FL 32203 PHONE (904) 355-6651 FAX (904) 350-9187 CITY OF ATLANTIC BEACH Fixture Unit Worksheet For Water Impact Fee FIXTURE UNITS ARE ESTABLISHED AS THE MEASUREMENT OF WATER DEMAND FCR EACH WATER FIXTURE UNIT INSTALLED AND CONNECTED TO THE CITY WATER SYSTL4. THE� WATER SUPPLY CHARGE IS HEREBY FIXED AT TWENTY DOLLARS PER FIXTURE UNIT CONNECTED TO THE CITY WATER SYSTEM. BATHROOM GROUP CONSISTING OF WATER CLOSET, LAVATORY & BATH SERVICE .SINK TRAP STAND TUB OR SHOWER STALL (6) 6 (8) WATT CLOSET, TANX OPERATED (4) WATER CLOSET ( ) VALVE OPERATED (8) BATHTUB/SHOWER (2) URINAL WALL LIP (4) SHOWER GROUP PER HEAD (3) FLOOR DRAIN (1) SHOWER STALL DOMESTIC (2) LAUNDRY TRAY (?) I _LAVATORY (1) COMBINATION SINK AND TRAY (2) MASHING MACHINE (3) POT, SCULLERY SINK (v) D I SHWAS HER (2) WASH SINK EACH SET OF KITCHEN SINK (2) FAUCETS (2) DENTAL LAVATORY (1) [ZTCSEII SINK WITH 'WASTE GRINDEZ (3) DENTAL UNIT OR CUSPIDOR (1) DIDET (�) URINAL STALL, WASHOUT (4) FLIISHI2iG RZH SZNY. (8) COMBINATION SINK AND TRAY WITH FOOD DISPOS. (4) URINAL, PEDESTAL, SYPHON JET BLOWOUT (2) DRINKING FOUNTAIN (1/2) LA,VATORY, BARBER/BEAUTY SHOP (2) / ICE 1HAKER (1/2) SURGEONS SINK (3) _LAVATORY, SURGEONS (2) JACUZZI (2) URINAL STALL, WASHOUT (4) TOTAL FIXTURE UNITS T 5- $20.00 FAC-:j 0 JOB INFORMATION -333 �' 01:NA 17/x( Z Flood Lot 3 � _ V ,'' ', '1,,� S� _ o0 s i S�to� e� 3i i �.p+p R O V E D j CITY Of ATLANTIC BEACH BUILDING OMCE r AUG 0 4 PSR-3844 f X692$ DEPARTMENT OF®UILOING CITY OF ATLANTIC BEACH ...�_ PERMIT INFORMATION - Lt7CATIaNINFORMATION r t Number: 16928 A dr+�� : 1133 PLAZA DRIVE "Permit Type:REMODZLINa ATLA TIC BEACH, FLORIDA 3 233 trf Wok:AGLTE TION --- -- LEOAL DESCRIPTION ---------- T y , txz nWt�O/*�{ R EFAMILY ESection: �lock:11 }yLot :16 y 0 'Qw7 4Jq .:WOODi#3Ti ;f:7 ' "✓ .. n v .. SJ : l�Ln,q: .. �J, Est. Value: visivnl:ATLANTIC BEACH Improv. Cost: 27 ,104 .00 � Total Fees : 375.00 Amount Paid 375.00 Date Pal ; 998 irk Aes � ' R,MIT FOR REMODELING PERMIT 15175 - H3F 616 w. aN -�» � ._ APPciTla EI�E1I �` �R>. "EES --------- p ddr ET> 00 ATER IMPACT FEE 1519 .00 'L#y} y� EAS , i ' ORIDA 3,2233' � jA � ,F { X#iiw F '�1)" 6 a a f t .. r .inz �y #; -E i-1� + x q y�� , CONTW,4 yrs I kkRMAT I Olt ''a» acre; TULIP SAF C-64STRUCTIdN.. _w cid r: 491,7 RAT I E - D ,..,:. ALLAHANIIA 3011 L . : CBC.0 6 41 =; > Exp / �pe" , NOTES: I j 1 NOTICE- INSPECTIONS MUST BE REQUESTED AT LEAST 24 HGURS PRIOR TO INSPECTION j r , i BUILDI TERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BEP ACED IN PUBLIC SPACE,AND MUST BE CLEARE ND HAULED AWAY BY EITHER CONTRACTOR OR OWNER 3 `T=AIL , TO COMPLY'WITH THE MECHANICS' LIEN U W CAN RESULT IN TH, PROPERTY OWNER PAYING TWICE FOR BUILt ING IMPRt�V " 1I1 1TS.,' y x $Q b ACCO IG TU APPROVED PLANS WHICH ARE PART OF THIS PERMI� AND SUBJECT TO REVOCATION FOR # VIOLATION Q � LICABI E PROVISIONS O LAW. j 1TLANTIG ILDING DEPART MENT j 11 19$S j BY: f E -384 . 94 .. DEPARTMENT OFSUILDrNQ ., ` CITY Of ATLANTIC S1ACti ` I PERMIT INFORMATION -_�-- -� LCCA IOM INFORMAT1CN ----- ._- e'rmit: Number; : ` 164 dr 3�1 PLAZA DRIVE Frit T p L1 +I ,ITII SATLANTIC BEA,_ ,,. FLC}R`ICA 32 33 F 14tS OUVOrk:.ALTERATTft -------- LEGAL, DESCRIPI'TON � �--------- cn8trm Type'!.-WOODME FRA . Biv k; ] Z,cat :1. , b>. �Twp tOPOSed U$e:SXN LE FANIL�' Section: Subd: r�gr 0 Dwellings* 0 Subdivisi"on';ATLANTI'C $E4CH "A' Est:'. Value: Improv . Cost: D.'bp! :Total Fe + a "A�t�auntkP .�.� � . .1 .03 Dat+ Pa �.'�` � �� 19 1 0.r D S .: A AND CAP EXISTING c ' �-i'y1N 3r 001, Name f Ad"r m AT_ 31 e3y3 W � � �y 7� 3223 �y ^� ATEA Ii�P7�CT f E'ER I A la #+'�. IDA C fro A 00 as�e`bF^'"' a ^� n4, ADN OAS-11'. dS. 0 ..�0 . _ C, 014 �t 1�' TL4Ai �.�. rM. ADC)N CAS 5% ' r rRc � � ,.. EWER TAP1 . } r s .§ & # h s nxr r x " t � 4 x NOTICE;INSPECTtoNS , MUSrSE REQUE TE AT LEA ST 24 ff TO1 BUILDING MATERIAL, RU, BI NI) H AND I HAULED A R S FROM THIS WOR 1+YA� CONTRACTOR MUST OR OWNER BE Pl ACE0 IN I?jjgC1C SPACE nA"Np . �� +� O � UST B 'PROPERTY LY WITH THE MECH f gWNER PAYING TW ,ANICS LIEF ISSUED AC 10E F014 B��LC�� CAWR, T' [, CORNING Tp APPROVED PLANS W s V/O(.ATI °FAFPLICABLE PLANS R 1 ' "S•x� . WHICH ARE PART OF OF LAW. " THIS PER t MIT AIWD SUBJECT ATLANTIC TO,AEV BEAC4.`$ULC3tNG DE Pq OCATION FOR NT Oil j Aug-06-98 11 :44A Harry McNally 904-247-5872 P.02 IN I HARRY MC:NA►LLV E5T/MA TE �rw DOW Augl.tnt. CP., 19con Estimate Ta- VAT 11A2A15Esttmatad6 . c:ww ,g yJ ATLANTIC BthC)i nUTblitNts StWtONW., AUGUST 11 194:1 JobLocabon: :l:SJ i•i,n cn Phonar 217-SAAA JOB D6SCRJP?70N SPECIAL ITEMS NEEOLD 1-8"XQ" SXJVaR S.1DDEfi R0,p0 t0' sC1[ 8o pvc 2A.Sp 888.50 1- s. rxRxco :9 PIEBI, KrilPi�11' 1?• d0 P6R 8R TRO r,8.e5 PXA SR VIRC.ZL 11,06 PE'R SR 2 IZtvCKs 5.910.00 Atit 8 frits I 8ACICSOX 4106.00 t+a:R 8 8RS 4720-00 LABOR AM PARIS 210 CAP Orr OLD $SxVZC.•A I d" lPt:RACO 4.00 1-• t" PVC CAP 218.5 $6.83 702-AZ ZASOR XOR AOTS Jays 8 8R5 8 28:i.bb $269.68 /4tlaNffensl k�lonn f+en �rf�ilri fo th,J D walptidte TOt1N EWMAW Job Coat AL4horizeci SJgrletwe OUPUCATIlf,CUENT Job Truss Truss Type Qty Ply SEDA-CAMBRIDGE ELEV C B9800222 GE02 ROOF TRUSS 1 1 TRUE TRUSS INC.,JACKSONVILLE FL. 32226 4.0-32 s Dec 16 1997 MiTek Industries,Inc. Wed Jun 03 15:17:28 1998 Page 1 12-0-0 24-0-0 12-0-0 12-0-0 4x4- 7 5.00 - 1x411 1x411 6 8 1x411 1x411 1x411 5 9 3x4 4 T 1x411 2 10 3x4 3 17 18 5x5= 16 11 19 1x411 1x411 15 2 20 1 x4 11 0 1x4 11 14 r 7 12 13�?: 3x4::7- 4x8 i Io tE$b 12 1x411 4x811 3x4 12-0-0 - 24-0-0 Plate Offsets X 2:0-7-1 ed a [2:0-6-115,0-3-31 120-7-1 ed a],(12:0-6-15,1_0-3-3 LOADING (psf) SPACING 2-0-0LTC SI DEFL (in) (loc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 0.24 Vert(LL) n/a - n/aTCDL 7.0 Lumber Increase 1.25C 0.12 M20 249/190 BCLL 0.0 Verz(T) 0.03 1-2 >6/aRep Stress Incr YESB 0.06 Horz(TL) 0.00 n/aBCOL 10.0 Code SBC/SBCCIMatrix) Min Length/LL dell=999 Weight:101 Ib LUMBER TOP CHORD 2 X 4 SYP No.2D BRACING BOT CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-4-15 on center purlin spacing. OTHERS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 2-0-8 on center bracing, Except: (2-20 )=6-0-0. REACTIONS (lb/size) 2=240/24-0-t1;12=213/24-0-0,17=202/24-0-0,18=187/24-0-0,19=6/24-0-0,20=426/24-0-0,16=162/24-0-0,15=112/24-0-0,14=222/24-0-0, 11=146/24-0-0 Max Horz 2=251(load case 3),12=-83(load case 2),18=-3(load case 5),19=10(load case 1),20=-11(load case 1),16=2(load case 5),15=-7(load case 5), 14=5(load case 5),11=-165(load case 4) Max Uplift2=-159(load case 4),12=-181(load case 2),17=-43(load case 4),18=-98(load case 3),19=-29(load case 4),20=-202(load case 4),16=-81(load case 2), 15=-97(load case 4),14=-71(load case 2),11=-56(load case 2) Max Grav 12=213(load case 6),17=202(load case 1),18=192(load case 5),19=6(load case 1),20=426(load case 1),16=164(load case 6),15=112(load case 1), 14=222(load case 6),11=169(load case 6) FORCES (lb)-First Load Case Only TOP CHORD 1-2=25,2-3=87,3-4=154,4-5=82,5-6=117,6-7=108,7-8=109,8-9=111,9-10=109,10-11=113,11-12=-23,12-13=25 BOT CHORD 2-20=12,19-20=4,18-19=4,17-18=4,16-17=-4,15-16=-3,14-15=-4,12-14=-12 WEBS 7-17=-168,6-18=-133,5-19=-16,4-20=-294,8-16=-112,9-15=-104,10-14=-118 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)All plates are M20 plates unless otherwise indicated. 3)Gable requires continuous bottom chord bearing. 4)Gable studs spaced at 2-0-0 on center. 5) For studs exposed to wind,see MiTek"Standard Gable End Detail" 6)Bearing at joint(s)2,12,20,14,11 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 159 lb uplift at joint 2,181 Ib uplift at joint 12,43 Ib uplift at joint 17,98 Ib uplift at joint 18,29 Ib uplift at joint 19,202 Ib uplift at joint 20,81 lb uplift at joint 16,97 lb uplift at joint 15,71 Ib uplift at joint 14 and 56 Ib uplift at joint 11. 8)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. LOAD CASE(S) Standard Job TrussTruss Type Qty Ply MIL LER/KILLPATRICK 971440 T06 ROOF TRUSS 4 1 TRUE TRUSS INC.,JACKSONVILLE FL. 32226 4.0-32 s Dec 16 1997 MiTek Industries,Inc. Wed Jun 03 15:23:12 1998 Page 1 7-0-0 7-0-0 3 &00F12 i i I I d 2 1 3x8 11 7-0-0 Plate Offsets X 2:0-1-11 ed a f2!0-4-12,0-0-131 LOADING (pso SPACING 2-0-0 CSI DEFL (in) (loc) I/deft PLATES GRIP 1 TCLL 20.0 Plates Increase 1.25 TC 0.66 Vert(LL) 0.09 2-5 >813 M20 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.28 Vert(TL) 0.33 1-2 >79 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCOL 10.0 Code SBC/SBCCI (Matrix) Min Length/LL deft=240 Weight:27 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 on center purlin spacing. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 0-9-15 on center bracing. WEDGE Left:2 X 4 SYP No.2D REACTIONS (Ib/size) 3=165/0-1-8.2=364/0-3-8.4=-87/0-1-8,5=177/0-3-8 Max Horz 2=426(load case 4) Max Uplift3=-272(load case 2),2=-432(load case 4),4=-87(load case 1),5=-394(load case 2) Max Grav4=229(load case 2),5=177(load case 1) FORCES (lb)-First Load Case Only TOP CHORD 1-2=52,2-3=75 BOT CHORD 2-5=0,4-5=0 NOTES 1)This truss has been designed for the wind loads generated by 110 mph winds at 15 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,10 mi from hurricane oceanline,on an occupancy category 1,condition I enclosed building,of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist,they are not exposed to wind. If cantilevers exist,they are exposed to wind. If porches exist,the left is exposed and the right is not exposed. The lumber DOL increase is 1.33,and the plate grip increase is 1.33 2)All plates are M20 plates unless otherwise indicated. 3)Provide mechanical connection(by others)of truss to bearing plate at joint(s)3,4. I 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 272 Ib uplift at joint 3,432 Ib uplift at joint 2,87 Ib uplift at joint 4 and 394 Ib uplift ! at joint 5. 5)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. LOAD CASE(S) Standard I i I I I I Job Truss Truss TypeOty Ply MILLER/KILLPATRICK 971440 T02 ATTIC 14 1 TRUE TRUSS INC.,JACKSONVILLE FL. 32226 4.0-32 s Dec 16 1997 MiTek Industries,Inc. Wed Jun 03 15:23:02 1998 Page 1 16-1-12 32-3-8 16-1-12 16-1-12 6x8= V62 8.00 12 3x4= 3x4= 4x8 11 8 7 4x8 11 4 2 1x4 11 8 7x8 ii 7x8 N 3 ao 9 W4 11-0-0 W 2 82 10 Q n 61 1�p 48= 13 12 4x8= 8x8= 8x8= 32-3-8 Plate Offsets X [3:0-4-0,0-4-81,f4:0-1-12,0-4-01, [9:0-4-0,0-4-81,[12:0-3-8,0-6-01,[13:0-3-8.0-6-01 LOADING (psf) SPACING 2-0-0 CSI DEFL (in) (loc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.63 Vert(LL) -0.43 12-13 >884 M20 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.72 Vert(TL) -0.66 12-13 >582 BCLL 0.0 Rep Stress Incr YES WB 0.46 Horz(TL) 0.05 10 n/a BCDL 10.0 Code SBC/SBCCI (Matrix) Min Length/LL deft=240 Weight:251 Ib LUMBER BRACING TOP CHORD 2 X 6 SYP SS TOP CHORD Sheathed or 3-10-5 on center purlin spacing. BOT CHORD 2 X 8 SYP NoAD BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing. WEBS 2 X 4 SYP No.3 JOINT(S) 14 REACTIONS (Ib/size) 2=1977/0-3-8,10=1977/0-3-8 Max Horz 2=-592(load case 2) Max Uplift2=-793(load case 4),10=-793(load case 4) FORCES (lb)-First Load Case Only TOP CHORD 1-2=61,2-3=-3113,3-4=-2772,4-5=-1981,5-6=461,6-7=461,7-8=-1981,8-9=-2772,9-10=-3113,10-11=61 BOT CHORD 2-13=2524,12-13=2103,10-12=2524 WEBS 5-14=-2716,7-14=-2716,4-13=1154,8-12=1154,3-13=-521,9-12=-521,6-14=173 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 110 mph winds at 15 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,10 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist,they are not exposed to wind. If cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.33,and the plate grip increase is 1.33 3)All plates are M20 plates unless otherwise indicated. 4)Ceiling dead load(10.0 psf)on member(s).4-5,7-8,5-14,7-14 5)Bottom chord live load(40.0 psf)and additional bottom chord dead load(10.0 psf)applied only to room.12-13 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 793 Ib uplift at joint 2 and 793 Ib uplift at joint 10. 7)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. LOAD CASE(S) Standard **it*91r�ir�leillrikik**ilrik*iFilc�k�k�lr�irir�lr�k*dr�lt�k**ie*�k***dlr*+k**9t�k*�k�*�kie*ikie***dF**ilr**dt+�ir****ilr�e�k9F*!t****it SUMMER CALCULATIONS _-� BASE AS-BUILT a=ssxssmzsss=xrssa.asaxasx=xxs=mt=smasrxxsxa�x,-zsrcysaxas3exama=xx=sxsxs-aaxssxsx,^xxss.-a GLASS---------------- ORIEN AREA x BSPN = POINTS , TYPE SC ORIEN AREA x SPM X SOF = POINTS ------------------------ ------------------------I-------------------------- N 35.00 109.7 3839.5 SGL CLR N 35.0 64.5 .91 2044.3 E 48.00 109.7 5265.6 SGL CLR E 48.0 136.3 .92 6040.8 S 48.00 109.7 5265.6 SGL CLR S 48.0 135.6 .90 5865.2 W 48.00 109.7 5265.6 SGL CLR W 48.0 136.3 .92 6040.8 - - - - - - - .15xCOND. FLOOR / TOTAL GLASS = ADJ. x GLASS - ADJ GLASS 1 GLASS AREA AREA FACTOR POINTS POINTS ! POINTS -----------------------------------------..____--_-________-___------____-____-_ .15 11120.00 179.00 .939 19,636.30 18,429.60 19,991.08 NON GLASS-____--_____ AREA x BSPM = POINTS TYPE R-VALUE AREA x SPM = POINTS _--v_-_-..--------------..__-..---__---------_-------_---_------------------------ WALLS________________ Ext 1104.0 1.6 1766.4 Ext Wood Frame 11..0 1104.0 2.70 2980.8 DOORS---------------- CEILINGS------------- UA ---------------CEILINGS------------- UA 1120.0 .8 896.0 Under Attic 30.0 1120.0 .80 896.0 FLOORS_______________ Slb 138.0 -20.0 -2760.0 Slab-on-Grade .0 138.0 -20.00 -2760.0 INFILTRATION------ 1120.0 14.7 16464.0 Practice #2 1120.0 14.70 16464.0 TOTAL SUMMER POINTS 34,796.00 I 37,571.88 TOTAL x SYSTEM COOLING TOTAL x CAP x DUCT x SYSTEM x CREDIT = COOLING SUM PTS MULT POINTS , COMPON RATIO MULT MULT MULT POINTS - -'- 34,796.00 .37 12,874.52 ( 37,571..88 1.00 1.100 .320 1.000 13,225.30 WINTER CALCULATIONS BASE + __= AS-BUILT GLASS---------------- ORIEN AREA x BWPM. = POINTS TYPE SC ORIEN AREA x WPM X WOF = POINTS --.-.-.-.----.-----..-.-.-_.-..-.-;-------------------------------I----.------,tin----tin-.-.-----------.-.firN 35.00 -.4 -14.0 SGL CLR N 35.0 3 .7 1.04 135.0 E 48.00 -.4 -19. 2 SGL CLR E 48.0 .1 2.71 13.0 S 48.00 -.4 -19.2 SGL CLR S 48.0 -2.0 .90 -86.1 W 48.00 -.4 -19.2 SGL CLR W 48.0 .1 2.71 13.0 - - - - - - - .15 xGOND. FLOOR / TOTAL GLASS = ADJ. x GLASS - ADJ GLASS GLASS AREA AREA FACTOR POINTS POINTS POINTS --------------------_------------------------------------_---------------------- .15 11120.00 179.00 .939 -71.60 -67.20 74.94 NON GLASS------------ AREA x BWPM = POINTS TYPE R-VALUE AREA x WPM = POINTS -------------------------------------------------- WALLS---------------- Ext 1104.0 . 3 331.2 Ext Wood Frame 11.0 1104.0 .60 662.4 DOORS---------------- CEILINGS------------- UA ---------------CEILINGS------------- UA 1120.0 .1 112.0 Under Attic 30.0 1120.0 .10 112.0 FLOORS--------------- Slb 138.0 -2.1 -289.8 Slab-on-Grade .0 138.0 -2.10 -289.8 INFILTRATION--------- 1120.0 1.2 1344.0 Practice #2 1120.0 1. 20 1344.0 TOTAL WINTER POINTS 11430.20 1,903.54 TOTAL--xy�SYSTEM =� HEATING TOTAL x CAP x DUCT x SYSTEM x CREDIT = HEATING WIN PTS MULT POINTS COMPON RATIO MULT MULT MULT POINTS ------------------------------------------------------------------------------- 1,430.20 1.10 1,573.22 11903.54 1.00 1.100 .500 1.000 1,046.94 WATER HEATING _== BASE ___ =_= AS-BUILT === .-=s7sss�s=�sssaa'ssaex=msacasaaasamasma.raexaaxas�sasassssazarsersmessaartsaaaxassaaGscasxcs NUM OF x MULT TOTAL TANK VOLUME EF TANK X MULT x CREDIT = TOTAL BEDRMS RATIO MULT ------------------------------------------------------------------------------ 3 3319.0 9,957.00 40 .91 1.000 3208.0 1.00 9,624.00 s�xss=aa=sa=ssseaaxaxssssrssaasessesaaaasasxtarssasa�asammxzsa=as�saxas.-.�as�ssx�s�scasaaamassxasm llr�k�lr*lt�F�lir�kdr*�k*�**dirlk*�r***dtlk�lr***�k�tt****�r�lr�ik*�Ik***it�k*+k*�k�k�k�lkilr�k�k�k*�Ik*Kik*�Ik1t**intik*�k�llr**+k*�tle*fir** SUMMARY =_= BASE AS-BUILT =-- COOLING HEATING HOT WATER TOTAL COOLING HEATING HOT WATER TOTAL POINTS + POINTS + POINTS = POINTS POINTS + POINTS + POINTS = POINTS ---------------------------------------------------------------------------_--- 12874.5 1573.2 9957.0 24,404,74 13225.3 1046.9 9624.0 23,896.25 sssa�c�csasss=x.:rasaaa:.:.ssa�c�sascazeaassaa�xa�r-m.;:asa�amss=sc�ass-s�ssscsss:_ssataasrsase.-.amxsz�xs * EPI = 97.92 ENERGY GUIDE For detailed information of the EPI rating number or for any ITEM listed, ask your Builder for EPI= 97.9 DCA Form 60OA-93 or Form 600B-93 0 10 20 30 40 50 60 70 80 90 100 ---------------------------------------X-1 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. . . . . . . . . . . . . . . . . . . . .Single Clear 1X--------------------1 INSULATION. . . . . . . . . . . . . . . . . . R-10 R-30 Ceiling R-Value. . . . . . . . . 30.0 1--------------------X, R-0 R-7 Wall R-Value. . . . . . . . . 11.0 1 '--------------------X1 R-0 R-19 Floor R-Value. . . . . . . . . 0.0 Ix----- ------------AIR CONDITIONER. . . . . . . . . . . . . 10.0 SEER 17.0 SEER. . . . . . « . . . . . . . . . . . . . . . 10.5 I-X------------------- HEATING SYSTEM. . . . . . . . . . . . . . 6.8 HSPF 12.0 Electric HSPF. . . . . . . . . . . . 6.8 1X--------------------1 WATERHEATER. . . . . . . . . . . . . . . . 0.88 0.96 Electric EF. . . . . . . . . . . . . . 0.91 1 -------X-------------1 0.54 0.90 Gas EF. . . . . . . . . . . . . . 0.00 1---------------------1 0.40 0.80 Solar EF. . . . . . . . . . . . . . 1---------------------1 OTHERFEATURES. . . . . . . . . . . . . . I certify that these energy saving features required for the Florida Energy Code have been installed in this house. Builder Address: Signature: Date: City/Zip Florida Energy Code for Building Construction - 1993 Florida Department of Community Affairs FL-EPL CARD93 SERIAL # 7903 * ResmanuJ(c) * 01-09-1998 WHOLE HOUSE HEAT GAIN / HEAT LOSS CALCULATION USING FLA/RES(C) DATA FILES (BASED ON A.C.C.A. MANUAL J - SEVENTH EDITION (c) 1986 by A.C.C.A. ) Project name : MILLER Address : City/State : ATLANTIC BEkCH Owner : a /-)/ Builder : LFK CONSTRUCTION HVAC contr. : PRESTON REEVES HTG & AIR INC. Cond Flr Area: 1120 SF * GLASS/SF RATIO 16% * House Faces: North * Climatic Conditions & Design Conditions * ---------------------------------------------------------------------------- Geographical Location : Florida I Jacksonville ---------------------------------------------------------------------------- North Latitude / Elevation 30 Deg. / 24 Ft. Above Sea Level Outdoor Winter Dry Bulb 32 Deg. F Indoor Winter Dry Bulb 70 Deg. F Winter (Actual) Temp-Diff. 38 Deg. F Winter Temp. Diff. (wTd) 40 Deg. F Outdoor Summer Dry Bulb 94 Deg. F Outdoor Summer Wet Bulb 77 Deg. F Outdoor Summer Hum. Ratio Gr/Lb 114 Indoor Summer Relalt ve Hum. 50% Indoor Summer Design Gr/Lb. 49 Indoor Summer Dry Bulb 75 Deg. F Summer Daily Range 19 Deg. F - M Summer (Actual) Temp.Diff. 19 Deg. F Summer (User Sel) Temp.Diff. (sTd) 20 Deg. F ---------------------------------------------------------------..------------ * HEATING SUMMARY * LFK MILL.DAT * COOLING SUMMARY * SUBTOTAL 22780.65 STRUCTURE SENSIBLE : 13415.36 MECH.VENT- 0 Cfm 0.00 SENS. + MECH.VENT : 13415.36 TEMP-SWING @ 3 DEG. : 1.00 OCCUPANT/APPLIANCE 3000.00 DUCT LOSS 1139.03 DUCT GAIN : 1641.54 TOTAL LOSS/BTUH 23919.68 TOTAL SENSIBLE 18056.90 TOTAL LATENT 3125.01 SENSIBLE + LATENT 21181.91 204 OVERSIZE FACTOR 4783.94 20% SENS.OVRSZE FTR: 3611.38 ACTUAL + 20% OVERSIZE: 16415.36 SENS. + 20% OVERSIZE: 21668.28 HTG FTR - 43.2 CLG FTR - 20.5 CLG DESIGN CFM 879.97 * EQUIPMENT SELECTION * EQT MANUF CU MOD #. _AHU MOD # HTG INPUT HTG OUTPUT HTG CFM AFUE/HSPF SENSIBLE CLG LATENT CLG TOTAL TONAGE (S)EER CLG CFM TYPE * L O A D C A L C U L A T I O N GLASS Type Shdg SC OvH9 Botm Hqt Area Loss/Btuh Gain/Btuh N No Shd Fctr S.C. R.S. 1 1.5 8 n/a 35.00 1617.00 875.00 ------------------------------------------------------------------------------- E Shaded Area S.C. R.S. 1 1.5 8 7 3.94 98.50 E Solar Area S.C. R.S. 1 44.06 2996.08 E T.Area Loss S.C. R.S. 1 48.00 2217.60 ------------------------------------------------------------------------------- S All Shaded S.C. R.S. 1 1.5 8 7 48.00 2217.60 1200.00 ------------------------------------------------------------------------------- W Shaded Area S.C. R.S. 1 1.5 8 7 3.94 98.50 W Solar Area S.C. R.S. 1 44.06 2996.08 W T.Area Loss S.C. R.S. 1 48.00 2217.60 ------------------------------------------------------------------------------- Infiltration Winter Htm ( 25.75 ) x 279.00 4609.25 Infiltration Summer Htm ( 6.44 ) x 179.00 1152.76 R-Value Area Loss/Stuh Gain/Btuh WA L L S-----------------------------..---------------w-------......--------------- Wood Stud - Ext. 11 1104.00 3974.40 2318.40 DO 0 R S----------------------------------------------..----------------------- CE I L I N G S------------------------,.----------------------------------"---- Under Attic 30 1120.00 1456.00 1680.00 FL O O R S-----------------------------------------------y--------------------- Slab on Grade 0 138.00 Lin.Ft. 4471.20 000.00 * TOTAL STRUCTURE SENSIBLE * ----------- ------------------------------------------------------------------- 22780.65 13415.36 ---------------------------------~------------------------------r-------------- Book 8902 Pg 693 Bk.- 8902 �'�, MIN. Ia.F ,f RU - Pg: 693 _ Doc# 98077912 �`FffalP�t ..� Filed & Recorded 04/03/98 11:40:36 A.M. HENRY W. COOK. CLERK. CIRCUIT COURT DUVAL COUNTY, FL REC. $ 6.00 NOTICE OF COMMENCEMENT TO WHOM IT MAY CONCERN: The undersigned hereby informs all concerned that improvements will be made to certain real property, and in accordance with Section 713.13 of the Florida Statutes, the following information is stated in this NOTICE OF COMMENCEMENT. f DescrioProperty L-0 / 06k J r"a Matil C. 1, 4.P General Description of Improvements i fv r"lJl Owner - ��, Address: 4 Owner's interest in site of improvements: Fee Simple Title Holder (if other than owner) Name Address Contractor Address q j Surety (if any) Address Amount of Bond $ Name of person within the State of Florida designated by owner upon whom notices or other documents may be served: Name Address In addition to himself, owner designates the following person to receive a copy of the Leinor's Notice as provided in Section 713.13(1)(F), Florida Statutes. (Fill in at Owner's option). MAP SHOWING SURVEY OF 7P1,A RC,OCI: ll. , SUB1.)T:VI..`i [()N "A" ATLANTIC BEACH, AS RECORDED IN oK 5 , PAGE 69, OF THEA CURRENT PU131.I.0 RECORDS OF DUVAL, COUNTY, F(,URI DA . L07" /7 Lor /5 LOT /J l I FND%GP. 'S0• � � FND l /v l� b r�o •z 0 .y h Lor /5 G 6 WOQLOT /4 L' id/L' 1� APIP' STORY e PJQ A MIS N 14 N40TF529 A6 ACR P"7- nf Q VQ ¢6 2. Nd B.R.L. ,!S AwR OLdT h 50.0 ' 0011-F/w RECEIVED r9F � A Z44 MAR 17 1998 City of Atlantic Beach I HEREBY CERTIFY THAT THE PROPERTY STIOWN til"'tEON t,43LJyoinrtalidt)Z "C" AS SHOWN ON THE FLOOD HAZARD BOUNDARY MAP FOR THE CITY OF ATLANTIC BEACH. LIT llnY M. Job Truss Truss Type Qty I Ply�ERXILLPATRICK 971440 Cil ROOF TRUSS 2 1 TRUE TR I J E F 32226 4.0-32 s Dec 16 1997 MiTek Industries,Inc. Thu Mar 26 15:14:40 1998 Page 1 eit 9-10-13 9-10-13 ark 1998 4 City of Atlantic Beach Bui9l ding and Zoning 49512 1x4 3 8 1 7 2 10 11 12 1 4x4= 3x4= 9-10-13 9 13 Plate Offsets X 2:0-2-4 ed a [670-1-8,0-0-01 LOADING (psf) SPACING 2-0-0 CSI DEFL (in) (loc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.49 Vert(LL) -0.02 2-6 >999 M20 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.31 Vert(TL) -0.09 2-6 >999 BCLL 0.0 Rep Stress Incr YES WB 0.18 Horz(TL) -0.01 5 n/a BCDL 10.0 Code SBC/SBCCI (Matrix) Min Length/LL deft=240 Weight:41 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.20 TOP CHORD Sheathed or 6-0-0 on center purlin spacing. BOT CHORD 2 X 4 SYP No.20 BOT CHORD Rigid ceiling directly applied or 1-1-12 on center bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 1=97/0-3-8,4=145/0-1-8,2=178/0-4-15,5=-119/0-1-8,6=427/0-4-15 Max Harz 2=332(load case 4) Max Uplift I=-99(load case 4),4=-207(load case 2),2=45(load case 4),5=-120(load case 2),6=-76(load case 4) FORCES (lb)-First Load Case Only TOP CHORD 1-2=42,2-7=-225,7-8=-310,3-8=-266,3-9=-79,4-9=45 BOT CHORD 2-10=255,10-11=255,11-12=255,6-12=255,5-6=0 WEBS 3-6=-297 NOTES 1)This truss has been designed for the wind loads generated by 110 mph winds at 15 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,10 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist,they are not exposed to wind. If cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.33,and the plate grip increase is 1.33 2)Except as shown below,special connection(s)required to support concentrated load(s).Design of connection(s)is delegated to thei i V 3)All plates are M20 plates unless otherwise indicated. v E D 4)Provide mechanical connection(by others)of truss to bearing plate at joint(s)4,5. C(TY OF ATLANTIC BEACH 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 99 Ib uplift at joint 1,207 Ib uplift BUILDING OFFICE at joint 4,45 Ib uplift at joint 2,120 Ib uplift at joint 5 and 76 Ib uplift at joint 6. 6)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. APR O 7 19 LOAD CASE(S) 1)Regular:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) (\ Vert:1-2=-74.0,2-7=-54.0,7-8=-54.0,3-8=-54.0,3-9=-54.0,4-9=-54.0,2-10=-20.0,10-11=-20.0,11-12=-20.01, 01� j 6-12=-20.0,5-6=-20.0 Concentrated Loads(lb) naaruxaur µ�� Vert:7=293 8=54 9=-93 10=21 11=-14 12=-54 040 V CARS 2)Wind Left:Lumber Increase=1.33,Plate Increase=1.33 � . •••••• Uniform Loads(plf) 9.81-1 )F(C . Vert:1-2=37.7,2-7=47.7,7-8=47.7,3-8=47.7,3-9=53.6,4-9=53.6,2-10=-10.0,10-11=-10.0,11-12=-10.0,6-12=-10.0, Q:ci 5-6=-10.0 No. 0 Harz:1-2=-57.7,2-7=-57.7,7-8=-57.7,3-8=-57.7,3-9=-63.6,4-9=-63.6 _ Concentrated Loads(lb) E 0 Vert:7=-215 8=63 9=230 10=-9 11=-27 12=-47 3)Wind Right:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert:1-2=43.6,2-7=53.6,7-8=53.6,3-8=53.6,3-9=47.7,4-9=47.7,2-10=-10.0,10-11=-10.0,11-12=-10.0,6-12=-10.0, 1 cr 5-6=-10.0 �UNA„E� Harz:1-2=-63.6,2-7=-63.6,7-8=-63.6,3-8=-63.6,3-9=-57.7,4-9=-57.7 Continued on page 2 Job Tcjuls s Truss Type Qty Ply I MILLER/KILLPATRICK 971440 ROOF TRUSS 2 1 TRUE TRUSS INC.,JACKSONVILLE FL. 32226 4.0-32 s Dec 16 1997 MiTek Industries,Inc. Thu Mar 26 15:14:41 1998 Page 2 LOAD CASE(S) Concentrated Loads(lb) Vert:7=-215 8=63 9=230 10=-9 11=-27 12=47 4)1st Wind Parallel:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert:1-2=43.6,2-7=53.6,7-8=53.6,3-8=53.6,3-9=53.6,4-9=53.6,2-10=-10.0,10-11=-10.0,11-12=-10.0,6-12=-10.0,5-6=-10.0 Horz:1-2=-63.6,2-7=-63.6,7-8=-63.6,3-8=-63.6,3-9=-63.6,4-9=-63.6 Concentrated Loads(lb) Vert:7=-215 8=63 9=230 10=-9 11=-27 12=47 I I i I i I i I �uumreruuaru�u .48 � F yNNs��IUAL_,,,,�1 �NM/IIIIINNIMra^" i Job Truss Truss Type I Qty Ply MILLER/KILLPATRICK 971440 J1 ROOF TRUSS 4 1 TRUE TRUSS INC.,JACKSONVILLE FL. 32226 4.0-32 s Dec 16 1997 MiTek Industries,Inc. Thu Mar 26 15:14:42 1998 Page 1 'I 5-0-0 5-0-0 3 I 700 12 1 �d 2bl 2x4= 1 I 5-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL (in) (loc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.44 Vert(LL) n/a - n/a M20 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.09 Vert(TL) 0.21 1-2 >124 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code SBC/SBCCI (Matrix) Min Length/LL deft=999 Weight:20 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed. i BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 4-8-8 on center bracing. REACTIONS (Ib/size) 3=101/0-3-8,2=316/0-3-8,4=47/0-3-8 Max Horz 2=303(load case 4) Max Uplift3=-143(load case 2),2=-317(load case 4) FORCES (lb)-First Load Case Only TOP CHORD 1-2=54,2-3=39 BOT CHORD 24=0 NOTES 1)This truss has been designed for the wind loads generated by 110 mph winds at 15 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,10 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist,they are not exposed to wind. If cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.33,and the plate grip increase is 1.33 2)All plates are M20 plates unless otherwise indicated. 3)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 143 Ib uplift at joint 3 and 317 Ib uplift at joint 2. 4)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. LOAD CASE(S) Standard I I i i �ydiMNlNltli��i CAR NO.488 3 i g p NAL E� I Job Truss Truss Type Qty Ply MILLER/KILLPATRICK 971440 J2 ROOF TRUSS 4 1 TRUE TRUSS INC.,JACKSONVILLE FL. 32226 4.0-32 s Dec 16 1997 MiTek Industries,Inc. Thu Mar 26 15:14:44 1998 Page 1 3-0-0 3-0-0 3 7.00 F12 I T1 2 81 2x4= // 3-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL (in) (loc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.44 Vert(LL) n/a - n/a M20 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.03 Vert(TL) 0.17 1-2 >155 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 n/a BCDL 10.0 Cade SBC/SBCCI (Matrix) Min Length/LL deft=999 Weight:13 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed. BOT CHORD 2 X 4 SYP No.21D BOT CHORD Rigid ceiling directly applied or 2-8-8 on center bracing. REACTIONS (Ib/size) 3=27/0-3-8,2=262/0-3-8,4=27/0-3-8 Max Horz 2=229(load case 4) Max Uplift3=-39(load case 2),2=-341(load case 4) Max Grav3=70(load case 3),2=262(load case 1),4=27(load case 1) FORCES (lb)-First Load Case Only TOP CHORD 1-2=54,2-3=-64 BOT CHORD 2-4=0 NOTES 1)This truss has been designed for the wind loads generated by 110 mph winds at 15 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,10 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist,they are not exposed to wind. If cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.33,and the plate grip increase is 1.33 2)All plates are M20 plates unless otherwise indicated. 3)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 39 Ib uplift at joint 3 and 341 Ib uplift at joint 2. 4)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. LOAD CASE(S) Standard I it W • .• R� Q�•�Q.�IFI ,q'• •G N AL N $ TE i+wanuaraMrtn�' Job Truss Truss Type Qty Ply (MILLER/KILLPATRICK 971440 J3 ROOF TRUSS 4 1 TRUE TRUSS INC.,JACKSONVILLE FL. 32226 4.0-32 s Dec 16 1997 MiTek Industries,Inc. Thu Mar 26 15:14:46 1998 Page 1 I I 1-0-0 1-0-0 3 7.00 12 2 81 T1 2x4= 1 i I I 1-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL (in) (loc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.43 Vert(LL) n/a - n/a M20 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.00 Vert(TL) 0.09 1-2 >284 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 n/a BCOL 10.0 Code SBC/SBCCI (Matrix) Min Length/LL dell=999 Weight:7 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 0-11-5 on center bracing. REACTIONS (Ib/size) 3=-93/0-3-8,2=262/0-3-8,4=9/0-3-8 Max Horz2=159(load case 4) Max Uplift3=-93(load case 1),2=-490(load case 4) Max Grav 3=271(load case 3),2=262(load case 1),4=9(load case 1) i FORCES (lb)-First Load Case Only TOP CHORD 1-2=53,2-3=-78 BOT CHORD 2-4=0 NOTES 1)This truss has been designed for the wind loads generated by 110 mph winds at 15 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,10 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 45 ft by 24 It with exposure C ASCE 7-93 per SBC/SBCCI If i end verticals exist,they are not exposed to wind. If cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.33,and the plate grip increase is 1.33 2)All plates are M20 plates unless otherwise indicated. 3)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 93 Ib uplift at joint 3 and 490 lb uplift at joint 2. 4)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. LOAD CASE(S) Standard I �`w�jg1N111111N1yrq��N V. C499 �TIFIC,q No. 3 TE �ns�QNAL �' �'y�anwunrr� Job Truss Truss Type Qty Ply MILLER/KILLPATRICK 971440 J4 ROOF TRUSS 10 1 TRUE TRUSS INC.,JACKSONVILLE FL. 32226 4.0-32 s Dec 16 1997 MiTek Industries,Inc. Thu Mar 26 15:14:49 1998 Page 1 7-0-0 7-0-0 3 7.00[12 I 2 1a i 2x4= 7-0-0 i LOADING (psf) SPACING 2-0-0 CSI DEFL (in) (loc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.53 Vert(LL) n/a - n/a M20 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.13 Vert(TL) 0.20 1-2 >131 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a SCOL 10.0 Code SBC/SBCCI (Matrix) Min Length/LL deft=999 Weight:26 Ib i LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 on center purlin spacing. BOT CHORD 2 X 4 SYP No.21D BOT CHORD Rigid ceiling directly applied or 0-8-8 on center bracing. REACTIONS (Ib/size) 3=163/0-3-8,2=362/0-3-8,4=-107/0-3-8,5=194/0-3-8 Max Horz 2=377(load case 4) Max Uplift3=-230(load case 2),2=-331(load case 4),4=-107(load case 1) FORCES (lb)-First Load Case Only TOP CHORD 1-2=54,2-3=65 BOT CHORD 2-5=0,4-5=0 I NOTES 1)This truss has been designed for the wind loads generated by 110 mph winds at 15 It above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,10 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 45 It by 24 ft with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist,they are not exposed to wind. If cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is ! 1.33,and the plate grip increase is 1.33 2)All plates are M20 plates unless otherwise indicated. 3)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 230 Ib uplift at joint 3,331 Ib uplift at joint 2 and 107 Ib uplift at joint 4. 4)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. LOAD CASE(S) Standard i I I i �u�urNUMUty�,,,. No 3 TE t' NAL I JobTruss Truss Type Qty Ply MILLER/KILLPATRICK 1971440 T1 ROOF TRUSS 1 1 TRUE TRUSS INC.,JACKSONVILLE FL. 32226 4.0-32 s Dec 16 1997 MiTek Industries,Inc. Thu Mar 26 15:14:54 1998 Page 1 7-0-0 24-0-0 31-0-0 7-0-t 17-0-0 7-0-0 i 5x8 i 5x8 5x6= 3x4= 4x5= 4 5 19 206 21 2 7 23 8 7.00 12 1x4 11 1x4 11 3 W 3 W 5 W 6 W 4 2 9 10 Lo 2 1Q 0 110 1 3x8= 17 24 1 E25 26 15 27 28 14 29 3013 31 12 3x8= 7x8= 4x5= 5x5= 5x5= 4x5= 7x8= 31-0-0 Plate Offsets X 2:0-8-0 0-0-10 [4:0-4-8,0-2-01,f5:0-3-0,0-3-41, [15:0-2-8,0-3-01 1 LOADING (psf) SPACING 2-0-0 CSI DEFL (in) (loc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.97 Vert(LL) 0.25 14-15 >999 M20 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.38 Vert(TL) 0.30 14-15 >999 BCLL 0.0 Rep Stress Incr YES WB 0.98 Horz(TL) -0.10 12 n/a BCDL 10.0 Code SBC/SBCCI (Matrix) Min Length/LL deft=240 Weight:176 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-11-1 on center purlin spacing. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 2-11-8 on center bracing. WEBS 2 X 4 SYP No.3 I REACTIONS (Ib/size) 2=983/0-3-8,12=1330/0-3-8 Max Horz2=193(load case 3) Max Uplift2=-2127(load case 3),12=-3131(load case 4) Max Grav 2=1087(load case 5),12=1408(load case 6) FORCES (lb)-First Load Case Only TOP CHORD 1-2=54,2-3=-1379,3-4=-1323,4-18=-1079,5-18=-1079,5-19=-1195,19-20=-1195,6-20=-1195,6-21=-1007,21-22=-1007,7-22=-1007,7-23=-503,8-23=-504, 8-9=554,9-10=573,10-11=54 BOT CHORD 2-17=1119,17-24=1021,16-24=1021,16-25=1271,25-26=1271,15-26=1271,15-27=1244,27-28=1244,14-28=1244,14-29=917,29-30=917,13-30=917, 13-31=307,12-31=307,10-12=-442 WEBS 3-17=-111,4-17=172,4-16=153,5-16=-366,5-15=-177,6-15=-101,6-14=-492,7-14=210,7-13=-788,8-13=521,8-12=-1318,9-12=-189 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 110 mph winds at 15 It above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,10 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 45 ft by 24 It with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist,they are not exposed to wind. If cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.33,and the plate grip increase is 1.33 3)Except as shown below,special connection(s)required to support concentrated load(s).Design of connection(s)is delegated to the building designer. 4)Provide adequate drainage to prevent water ponding. 5)All plates are M20 plates unless otherwise indicated. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 2127 Ib uplift at joint 2 and 3131 Ib uplift at joint 12. 7)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. LOAD CASE(S) Standard Except: J��U'pU1WY4lyNi 1 Regular:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) \3p, fo v• r'AA/9� Vert:1-2=-54.0,2-3=-54.0.3-4=-54.0,4-18=-54.0,5-18=-54.0,5-19=-54.0,19-20=-54.0,6-20=-54.0,6-21=-54.0, QQG��SIFL q 21-22=-54.0,7-22=-54.0,7-23=-54.0,8-23=-54.0,8-9=-54.0,9-10=-54.0,10-11=-54.0,2-17=-20.0,17-24=-20.0, 16-24=-20.0,16-25=-20.0,25-26=-20.0,15-26=-20.0,15-27=-20.0,27-28=-20.0,14-28=-20.0,14-29=-20.0, p`�? �I• NO 8 29-30=-20.0,13-30=-20.0,13-31=-20.0,12-31=-20.0,10-12=-20.0 Concentrated Loads(lb) Vert:4=-109 5=-109 8=-109 15=127 14=127 7=-109 18=-109 19=-109 20=-109 21=-109 22=-109 23=-109 24=132 -0 E 25=127 26=127 27=127 28=127 29=127 30=127 31=132 2)Wind Left:Lumber Increase=1.33,Plate Increase=1.33 j 0 R,OP•�� '' xruwoatmw Continued on page 2 Job Truss Truss Type Qty Ply MILLER/KILLPATRICK 971440 T1 ROOF TRUSS 1 11 TRUE TRUSS INC.,JACKSONVILLE FL. 32226 4.0-32 s Dec 16 1997 MiTek Industries,Inc. Thu Mar 26 15:14:55 1998 Page 2 LOAD CASE(S) Standard Except: Uniform Loads(plf) Vert:1-2=60.6,2-3=17.0,3-4=17.0,4-18=53.6,5-18=53.6,5-19=53.6,19-20=53.6,6-20=53.6,6-21=53.6,21-22=53.6,7-22=53.6,7-23=53.6,8-23=53.6,8-9=53.6, 9-10=53.6,10-11=97.3,2-17=-10.0,17-24=-10.0,16-24=-10.0,16-25=-10.0,25-26=-10.0,15-26=-10.0,15-27=-10.0,27-28=-10.0,14-28=-10.0,14-29=-10.0, 29-30=-10.0,13-30=-10.0,13-31=-10.0,12-31=-10.0,10-12=47.2 Horz:1-2=-70.6,2-3=-27.0,3-4=-27.0,8-9=63.6,9-10=63.6,10-11=107.3 Drag:4-18=-0.2,5-18=-0.2,7-23=0.2,8-23=0.2 Concentrated Loads(lb) Vert:4=185 5=185 8=185 15=107 14=107 7=185 18=185 19=185 20=185 21=185 22=185 23=185 24=282 25=107 26=107 27=107 28=107 29=107 30=107 31=282 3)Wind Right:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert:1-2=97.3,2-3=53.6,3-4=53.6,4-18=53.6,5-18=53.6,5-19=53.6,19-20=53.6,6-20=53.6,6-21=53.6,21-22=53.6,7-22=53.6,7-23=53.6,8-23=53.6,8-9=17.0, 9-10=17.0,10-11=60.6,2-17=-10.0,17-24=-10.0,16-24=-10.0,16-25=-10.0,25-26=-10.0,15-26=-10.0,15-27=-10.0,27-28=-10.0,14-28=-10.0,14-29=-10.0, 29-30=-10.0,13-30=-10.0,13-31=-10.0,12-31=-10.0,10-12=47.2 Horz:1-2=-107.3,2-3=-63.6,3-4=-63.6,8-9=27.0,9-10=27.0,10-11=70.6 Drag:4-18=-0.2,5-18=-0.2,7-23=0.2,8-23=0.2 Concentrated Loads(lb) Vert:4=185 5=185 8=185 15=107 14=107 7=185 18=185 19=185 20=185 21=185 22=185 23=185 24=282 25=107 26=107 27=107 28=107 29=107 30=107 31=282 4)1st Wind Parallel:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert:1-2=97.3,2-3=53.6,3-4=53.6,4-18=53.6,5-18=53.6,5-19=53.6,19-20=53.6,6-20=53.6,6-21=53.6,21-22=53.6,7-22=53.6,7-23=53.6,8-23=53.6,8-9=53.6, 9-10=53.6,10-11=97.3,2-17=-10.0,17-24=-10.0,16-24=-10.0,16-25=-10.0,25-26=-10.0,15-26=-10.0,15-27=-10.0,27-28=-10.0,14-28=-10.0,14-29=-10.0, 29-30=-10.0,13-30=-10.0,13-31=-10.0,12-31=-10.0,10-12=47.2 Horz:1-2=-107.3,2-3=-63.6,3-4=-63.6,8-9=63.6,9-10=63.6,10-11=107.3 Drag:4-18=-0.2,5-18=-0.2,7-23=0.2,8-23=0.2 Concentrated Loads(lb) Vert:4=185 5=185 8=185 15=107 14=107 7=185 18=185 19=185 20=185 21=185 22=185 23=185 24=282 25=107 26=107 27=107 28=107 29=107 30=107 31=282 li I I l i I `��Ni4MIWWillyyi ', �,�, Ny• CA% � PI FIC C jGNo.4 Or I I . : t E ;< S�ONAI.�� ry��h�„NIIIgNIN11M� F971440 Truss Truss Type Qty Ply MILLER/KILLPATRICK I T11 ROOF TRUSS 3 1 RUSS INC.,JACKSONVILLE FL. 32226 4.0-32 s Dec 16 1997 MiTek Industries,Inc. Thu Mar 26 15:14:58 1998 Page 1 15-6-0 31-0-0 15-6-0 15-6-0 i 4x5 11 5 I 7.00 12 i I 1x4 11 1x4 11 4T yy 4 I 5x5 i 5x5 3 7 W2 W2 2 8 n I o 1 3x5= 9 3x5= 13 12 11 10 3x8 11 5x8= 5x8= 3x8 1 31-0-0 Plate Offsets X 3:0-2-4 0-3-0 7:0-2-4 0-3-0 11:0-3-4 0-3-0 12:0-3-4 0-3-0 LOADING (psf) SPACING 2-0-0 CSI DEFL (in) (loc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.48 Vert(LL) 0.08 8 >619 M20 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.66 Vert(TL) -0.51 11-12 >633 BCLL 0.0 Rep Stress Incr YES WB 0.55 Horz(TL) 0.02 10 n/a BCDL 10.0 Code SBC/SBCCI Min Length/LL defl=240 Weight:178 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.21) TOP CHORD Sheathed or 4-10-15 on center purlin spacing. BOT CHORD 2 X 4 SYP No.20 BOT CHORD Rigid ceiling directly applied or 6-0-0 on center bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 5-12,5-11 REACTIONS (Ib/size) 2=1065/0-3-8,10=1440/0-3-8 Max Horz 2=-374(load case 2) Max Uplift2=-729(load case 4),10=-1256(load case 4) I FORCES (lb)-First Load Case Only TOP CHORD 1-2=27,2-3=-1525,3-4=-1150,4-5=-1157,5-6=-717,6-7=-711,7-8=507,8-9=27 BOT CHORD 2-13=1299,12-13=1296,11-12=606,10-11=-393,8-10=-432 WEBS 3-13=96,3-12=-332,4-12=-308,5-12=731,5-11=24,6-11=-308,7-11=1107,7-10=-1344 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 110 mph winds at 15 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,10 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 45 It by 24 ft with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist,they are not exposed to wind. If cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.33,and the plate grip increase is 1.33 3)All plates are M20 plates unless otherwise indicated. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 729 Ib uplift at joint 2 and 1256 Ib uplift at joint 10. 5)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. LOAD CASE(S) Standard wwuwr .. CAR. �Q`..••�SIFIC � L No S i AT • * I +�r«rrwmNt� i Job Truss Truss Type Qty Ply MILLER/KILLPATRICK 971440 T2 ROOF TRUSS 1 1 TRUE TRUSS INC.,JACKSONVILLE FL. 32226 4.0-32 s Dec 16 1997 MiTek Industries,Inc. Thu Mar 26 15:15:02 1998 Page 1 9-0-0 22-0-0 31-0-0 900 1300 9-0-0 4x8= 1x4 11 4x8= 4 6 it 7,00 12 i 3x5 3x5 V W4 W4 3 7 W2 W2 2 8 Q 0 9 1 3x5= 14 13 12 11 10 3x5= 3x8 II 3x4= 5x8= 3x4= 3x8 it ' 31-0-0 Plate Offsets X [4:0-6-0,0-2-41, [12:0-4-0,0-3-01 LOADING (psf) SPACING 2-0-0 CSI DEFL (in) (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.46 Vert(LL) 0.08 8 >619 M20 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.36 Vert(TL) -0.12 12-13 >999 BCLL 0.0 Rep Stress Incr YES WB 0.57 Horz(TL) 0.03 10 n/a BCDL 10.0 Code SBC/SBCCI Min Length/LL deft=240 Weight:172 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.21D TOP CHORD Sheathed or 4-11-8 on center purlin spacing. BOT CHORD 2 X 4 SYP No.21D BOT CHORD Rigid ceiling directly applied or 6-0-0 on center bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 2=1065/0-3-8,10=1440/0-3-8 Max Horz 2=-236(load case 2) Max Uplift2=-729(load case 4),10=-1256(load case 4) Max Grav2=1072(load case 5),10=1440(load case 1) FORCES (lb)-First Load Case Only TOP CHORD 1-2=27,2-3=-1527,3-4=-1195,4-5=-1099,5-6=-1099,6-7=-683,7-8=503,8-9=27 BOT CHORD 2-14=1301,13-14=1301,12-13=1038,11-12=579,10-11=-429,8-10=429 WEBS 3-14=90,3-13=-300,4-13=246,4-12=78,5-12=-347,6-12=672,6-11=-388,7-11=1135,7-10=-1350 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 110 mph winds at 15 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,10 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist,they are not exposed to wind. If cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.33,and the plate grip increase is 1.33 3)Provide adequate drainage to prevent water ponding. 4)All plates are M20 plates unless otherwise indicated. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 729 Ib uplift at joint 2 and 1256 Ib uplift at joint 10. 6)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. LOAD CASE(S) Standard uuwwuu4w,,. II ��. CAR9� @QG�PtIFI•„q••. I ' a No. 8 a �• E Job Truss Truss Type Qty Ply MILLER/KILLPATRICK 971440 T3 ROOF TRUSS 1 1 TRUE TRUSS INC.,JACKSONVILLE FL. 32226 4.0-32 s Dec 16 1997 MiTek Industries,Inc. Thu Mar 26 15:15:06 1998 Page 1 11-0-0 20-0-0 31-0-0 1100 900 1100 i I 4x4= 3x4= 44= 4 6 7.00 12 } 3x5 W 4 3x5 3 7 i W2 W2 I 2 8 u �n 1� Qi d 1 3x5= 13 12 11 10 3x5 9 = 3x8 11 5x8= 5x8= 3x8 11 31-0-0 Plate Offsets X (4:0-2-0,0-2-41,[6:0-2-0,0-2-41,[11:0-2-12,0-3-01,[12:0-2-12,0-3-01 LOADING (psf) SPACING 2-0-0 CSI DEFL (in) (loc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.57 Vert(LL) 0.08 8 >619 M20 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.49 Vert(TL) -0.22 11-12 >999 1 BCLL 0.0 Rep Stress Incr YES WB 0.83 Horz(TL) 0.03 10 n/a BCDL 10.0 Code SBC/SBCCI Min Length/LL deft=240 Weight:173 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-8-12 on center purlin spacing. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6-0-0 on center bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 2=1065/0-3-8,10=1440/0-3-8 Max Horz 2=278(load case 3) Max Uplift2=-729(load case 4),10=-1256(load case 4) FORCES (lb)-First Load Case Only TOP CHORD 1-2=27,2-3=-1527,3-4=-1063,4-5=-918,5-6=-657,6-7=-761,7-8=503,8-9=27 BOT CHORD 2-13=1301,12-13=1301,11-12=870,10-11=-429,8-10=-429 WEBS 3-13=109,3-12=-407,4-12=228,5-12=83,5-11=-374,6-11=76,7-11=1153,7-10=-1331 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 110 mph winds at 15 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,10 mi from hurricane oceanline,on an occupancy category 1,condition I enclosed building,of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist,they are not exposed to wind. If cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.33,and the plate grip increase is 1.33 3)Provide adequate drainage to prevent water ponding. 4)All plates are M20 plates unless otherwise indicated. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 729 Ib uplift at joint 2 and 1256 Ib uplift at joint 10. 6)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. I LOAD CASE(S) Standard I ,an�ncw�uiuu I ,N Q`:��IFI ,q• No 8 3 TE OF CO �pp••'•�cr�' j sjpNAt Hmrunrnxnm�+� Job Truss Truss Type Qty Ply MILLER/KILLPATRICK 971440 T4 ROOF TRUSS 1 1 TRUE TRUSS INC.,JACKSONVILLE FL. 32226 4.0-32 s Dec 16 1997 MiTek Industries,Inc. Thu Mar 26 15:15:09 1998 Page 1 13-0-0 18-0-0 31-0-0 13-0-0 5-0-0 13-0-0 4x4= 4x8= 7.00 F12 4T 25 i 5x6 i T 5x6 W 6 3 W W2 W2 1 n 2 7 iv �1 3x4= 8 3x5— 12 11 10 1x4// 5x8= 5x5= 3x6\\ 31-0-0 - 51 Plate Offsets X [3:0-3-0,0-3-4], [5:0-6-0,0-2-41, 6:0-2-120-3-01 (10:0-2-8 0-3-01 [11:0-3-12,0-3-01 LOADING (psf) SPACING 2-0-0 CSI DEFL (in) (loc) I/dell PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.57 Vert(LL) 0.08 7 >603 M20 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.77 Vert(TL) -0.23 11-12 >999 BCLL 0.0 Rep Stress Incr YES WB 0.65 Horz(TL) 0.03 9 n/a BCDL 10.0 Code SBC/SBCCI Min Length/LL deft=240 Weight:176 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-10-4 on center purlin spacing. BOT CHORD 2 X 4 SYP No.20 BOT CHORD Rigid ceiling directly applied or 6-0-0 on center bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 2=1070/0-3-8,9=1434/0-3-8 Max Horz 2=-321(load case 2) Max Uplift2=-734(load case 4),9=-1245(load case 4) FORCES (lb)-First Load Case Only TOP CHORD 1-2=27,2-3=-1432,3-4=-929,4-5=-804,5-6=-798,6-7=640,7-8=27 BOT CHORD 2-12=1226,11-12=1 140,10-11=687,9-10=320,7-9=-548 WEBS 3-12=155,3-11=-396,4-11=163,5-11=216,5-10=-85,6-10=431,6-9=-1567 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 110 mph winds at 15 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,10 mi from hurricane oceanline,on an occupancy category 1,condition I enclosed building,of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist,they are not exposed to wind. If cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.33,and the plate grip increase is 1.33 3)Provide adequate drainage to prevent water ponding. 4)All plates are M20 plates unless otherwise indicated. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 734 Ib uplift at joint 2 and 1245 Ib uplift at joint 9. 6)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. LOAD CASE(S) Standard I IINr1itl4YN i I. CA .......... TIFIC' '4 I 3Q. No.4 0 I R%1DP*-' ` mss/ONA1 ��M1r16rlMrirt Job Truss Truss Type Qty Ply MILLER/KILLPATRICK 971440 T5 ROOF TRUSS 1 1 TRUE TRUSS INC.,JACKSONVILLE FL. 32226 4.0-32 s Dec 16 1997 MiTek Industries,Inc. Thu Mar 26 15:15:13 1998 Page 1 15-0-0 1�-0 0 31-0-0 r j 15-0-0 1-0-0 15-0-0 4x5 4x5 7.00 12 5 6 �I 3x5 i 3x5 4T x5 5 7 5x5 W4 W 3 8 W2 W � 2 9 N Iv 0 1 4x5 4x5= 16 15 14 13 12 11 = 100 3x811 3x4= 3x4= 3x4= 3x811 5x5= 31-0-0 - Plate Offsets X 3:0-2-8 0-3-0 5:0-2-0 0-2-4 6:0-2-0 0-2-4 8:0-2-8 0-3-0 13:0-2-8 0-3-0 LOADING (psf) SPACING 2-0-0 CSI DEFL (in) (loc) I/dell PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.44 Vert(LL) 0.09 14-15 >999 M20 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.37 Vert(TL) 0.12 9-10 >218 BCLL 0.0 Rep Stress Incr YES WB 0.58 Horz(TL) 0.03 11 n/a BCDL 10.0 Code SBC/SBCCI (Matrix) Min Length/LL dell=240 Weight:194 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-0-0 on center purlin spacing. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6-0-0 on center bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 4-14,7-13 REACTIONS (Ib/size) 2=1065/0-3-8,11=1440/0-3-8 Max Horz 2=-364(load case 2) Max Uplift2=-729(load case 4),11=-1256(load case 4) FORCES (lb)-First Load Case Only TOP CHORD 1-2=54,2-3=-1565,3-4=-1249,4-5=-846,5-6=-665,6-7=-842,7-8=-785,8-9=546,9-10=54 BOT CHORD 2-16=1285,15-16=1283,14-15=1021,13-14=665,12-13=616,11-12=-374,9-11=-412 WEBS 3-16=74,3-15=-289,4-15=256,4-14=-512,5-14=278,6-13=162,7-13=66,7-12=-368,8-12=1093,8-11=-1336 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 110 mph winds at 15 It above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,10 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 45 It by 24 ft with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist,they are not exposed to wind. If cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.33,and the plate grip increase is 1.33 3)Provide adequate drainage to prevent water ponding. 4)All plates are M20 plates unless otherwise indicated. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 729 lb uplift at joint 2 and 1256 Ib uplift at joint 11. 6)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. LOAD CASE(S) Standard uuwiurw,y N�. CAggi N0. 8 ff A' E ` I ;ftN AV 'y'nmxuxaum!+" Job Truss Truss Type Qty Ply MILLER/KILLPATRICK 971440 T6 ROOF TRUSS 11 1 TRUE TRUSS INC.,JACKSONVILLE FL. 32226 4.0-32 s Dec 16 1997 MiTek Industries,Inc. Thu Mar 26 15:15:17 1998 Page 1 15-6-0 31-0-0 15-6-0 15-6-0 i 4x5= 7.00 12 6 2x4= 2x4= 2x4 1 7 2x4 11 T 8 5x5-5'- 4 1x411 � 5x5 o I 3 0 9 11-0-0 1 W u 2132 10 ?I d 4x5= 1315 1612 4x5= 7x8= 7x8= 31-0-0 Plate Offsets X [3:0-2-8,0-3-01, [13:0-3-8,0-4-81 LOADING (psf) SPACING 2-0-0 CSI DEFL (in) (loc) I/dell PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.99 Vert(LL) 0.56 2-13 >657 M20 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.49 Vert(TL) -0.69 12-13 >532 BCLL 0.0 Rep Stress Incr YES WB 0.39 Horz(TL) 0.05 10 n/a BCDL 10.0 Code SBC/SBCCI (Matrix) Min Length/LL defl=240 Weight:181 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 1-6-0 on center purlin spacing. BOT CHORD 2 X 6 SYP SS BOT CHORD Rigid ceiling directly applied or 8-3-10 on center bracing. WEBS 2 X 4 SYP No.3 JOINT(S) 14 REACTIONS (Ib/size) 2=1452/0-3-8,10=1452/0-3-8 Max Horz 2=-374(load case 2) Max Uplift2=-878(load case 4),10=-878(load case 4) Max Grav2=1591(load case 7),10=1591(load case 7) FORCES (lb)-First Load Case Only TOP CHORD 1-2=57,2-3=-2332,3-4=-2035,4-5=-1582,5-6=-137,6-7=-137,7-8=-1582,8-9=-2035,9-10=-2332,10-11=57 BOT CHORD 2-13=1952,13-15=1653,15-16=1653,12-16=1653,10-12=1952 WEBS 3-13=-365,9-12=-365,8-12=660,4-13=660,5-14=-1638,7-14=-1638,6-14=6 i NOTES 1)This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 110 mph winds at 15 ft above ground level,using 5.0 psi top chord dead load and 5.0 psf bottom chord dead load,10 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist,they are not exposed to wind. If cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.33,and the plate grip increase is 1.33 3)All plates are M20 plates unless otherwise indicated. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 878 Ib uplift at joint 2 and 878 Ib uplift at joint 10. 5)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. 6)Load case(s)1,7 has been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. LOAD CASE(S) Standard Except: 1)Regular:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(pli) Vert:1-2=-54.0,2-3=-54.0,3-4=-54.0,4-5=-54.0,5-6=-54.0,6-7=-54.0,7-8=-54.0,8-9=-54.0,9-10=-54.0,10-11=-54.0, v• CA 2-13=-20.0,13-15=-20.0,15-16=-60.0,12-16=-20.0,10-12=-20.0 P R 7)User defined:Lumber Increase=1.25,Plate Increase=1.25 Q� .•'�1(FI q, a Uniform Loads(plf) G� Vert:1-2=-54.0,2-3=-54.0,3-4=-54.0,4-5=-54.0,5-6=-54.0,6-7=-54.0,7-8=-54.0,8-9=-54.0,9-10=-54.0,10-11=-54.01,I NO.`, $2-13=-20.0,13-15=-80.0,15-16=-80.0,12-16=-80.0,10-12=-20.0 z EOF •;Q w NAA- Job Truss Truss Type Qty Ply MILLER/KILLPATRICK 971440 T6G ROOF TRUSS 1 1 TRUE TRUSS INC.,JACKSONVILLE FL. 32226 4.0-32 s Dec 16 1997 MiTek Industries,Inc. Thu Mar 26 15:15:21 1998 Page 1 15-6-0 31-0-0 15-6-0 15-6-0 4x5= 7 00 12 4 3x8 i ST7 ST7 3x8 1x41) 4 6 1x411 4x4 11 3 T 1x4 11 7 44 11 5x5 5x5 8 8 6 3 0 11-0-0 8 T 2 1 2 1 4 1 9 6 b 0 3x6G 21 20 19 18 17 16 15 14 13 12 11 10 3x6 0 2x411 2x411 2x411 7x8= 2x411 2x411 2x411 2x411 7x8= 2x411 2x411 2x411 3x8 11 3x8 11 31-0-0 Plate Offsets(X,Y): [2:0-2-8,0-3-0],[2:0-1-12,0-1-0],[8:0-2-8,0-3-0],[8:0-1-12,0-1-0],[13:0-0-0,0-1-12],[13:0-4-0,0-4-8],[18:0-4-0,0-4-8],[18:0-0-0,0-1-12],[23:0-1-12,0-0-0], [29:0-1-12,0-0-01 LOADING (psf) SPACING 2-0-0 CSI DEFL (in) (loc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.27 Vert(LL) n/a n/a M20 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.05 Vert(TL) n/a n/a BCLL 0.0 Rep Stress Incr YES WB 0.15 Horz(TL) 0.00 n/a j BCDL 10.0 Code SBC/SBCCI (Matrix) Min Length/LL dell=999 Weight:241 Ib j LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 on center purlin spacing. BOT CHORD 2 X 6 SYP SS BOT CHORD Rigid ceiling directly applied or 1-7-12 on center bracing. WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYP No.3 REACTIONS (Ib/size) 1=436/31-0-0,18=382/31-0-0,13=382/31-0-0,9=436/31-0-0,16=71/31-0-0,17=21/31-0-0,19=52/31-0-0,20=10/31-0-0,21=119/31-0-0,15=71/31-0-0, 14=21/31-0-0,12=52/31-0-0,11=10/31-0-0,10=119/31-0-0 Max Horz 1=555(load case 1),18=287(load case 4),13=-287(load case 4),9=-555(load case 1) Max Upliftl=-269(load case 4),18=-476(load case 3),13=-476(load case 2),9=-269(load case 4),20=-21(load case 7),21=-60(load case 3),11=-21(load case 7), 10=-60(load case 2) Max Grav 18=417(load case 5),13=417(load case 6),9=436(load case 1),16=211(load case 7),17=78(load case 7),19=52(load case 5),20=49(load case 3), 21=121(load case 5),15=211(load case 7),14=78(load case 7),12=52(load case 6),11=49(load case 2),10=121(load case 6) FORCES (lb)-First Load Case Only TOP CHORD 1-2=-711,2-3=-475,3-4=-463,4-5=-287,5-6=-287,6-7=-463,7-8=-475,8-9=-711 BOT CHORD 1-21=-0,20-21=0,19-20=0,18-19=0,17-18=0,16-17=0,15-16=0,14-15=0,13-14=0,12-13=0,11-12=0,10-11=0,9-10=-0 WEBS 2-18=-232,8-13=-232,7-13=-216,3-18=-216,4-22=-137,6-22=-137,5-22=-1 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)All plates are M20 plates unless otherwise indicated. 3)Gable requires continuous bottom chord bearing. 4)Gable studs spaced at 2-0-0 on center. 5) For studs exposed to wind,see MiTek"Standard Gable End Detail" 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 269 Ib uplift at joint 1,476 Ib uplift at joint 18,476 Ib uplift at joint 13,269 Ib uplift at joint 9,21 Ib uplift at joint 20,60 Ib uplift at joint 21,21 Ib uplift at joint 11 and 60 Ib uplift at joint 10. 7)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. u 8)Load case(s)7 has been modified. Building designer must review loads to verify that they are correct for the intended use of `' C4�'°4. Will this truss. Y 4 LOADCASE(S) Standard Except: QQ •��S1A 7)User defined:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) N 'Y 8 3 Eg Vert:1-2=-54.0,2-3=-54.0,3-4=-54.0,4-5=-54.0,5-6=-54.0,6-7=-54.0,7-8=-54.0,8-9=-54.0,17-18=-60.0, 16-17=-60.0,15-16=-60.0,14-15=-60.0,13-14=-60.0 AT ss�oNA1.� ! r I Job Truss Truss Type at Ply MILLER/KILLPATRICK 971440 T7 1 ROOF TRUSS 2 2 TRUE TRUSS INC.,JACKSONVILLE FL. 32226 4.0-32 s Dec 16 1997 MiTek Industries,Inc. Thu Mar 26 15:15:25 1998 Page 15-6-0 31-0-0 15-6-0 15-6-0 4x4= 7.00 12 8 i 2x4= _ Zx4 1x4 11 T 7 1x4 11 4 8 5x5 1x4 11 5x5 0 3 0 9 11-0-0 1 W i 2 10 u 1 o 4x5= 13 12 4x5- 7x8 5=7x8= 7x8= 31-0-0 Plate Offsets Xf3:0-2-8.0-3-01,[9:0-2-8,0-341, LOADING (psf) SPACING 4-0-0 CSI DEFL (in) (I c) I/dell PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.69 Vert(LL) 0.56 2-13 1657 M20 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.38 Vert(TL) -0.51 10-12 >722 BCLL 0.0 Rep Stress Incr NO WB 0.27 Horz(TL) 0.04 10 n/a BCDL 10.0 Code SBC/SBCCI (Matrix) Min Length/LL deft=240 Weight:362 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 on center purlin spacing. BOT CHORD 2 X 6 SYP SS BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing. WEBS 2 X 4 SYP No.3 JOINT(S) 14 REACTIONS (Ib/size) 2=2504/0-3-8,10=2504/0-3-8 Max Horz 2=-748(load case 2) Max Uplift2=-1756(load case 4),10=-1756(load case 4) FORCES (lb)-First Load Case Only TOP CHORD 1-2=113,2-3=-3770,3-4=-3196,4-5=-2535,5-6=-388,6-7=-388,7-8=-2535,8-9=-3196,9-10=-3770,10-11=113 1 BOT CHORD 2-13=3138,12-13=2579,10-12=3138 WEBS 3-13=-682,9-12=-682,8-12=833,4-13=833,5-14=-2415,7-14=-2415,6-14=8 NOTES 1)2-ply truss to be connected together with 0.131"x3"Nails as follows: Top chords connected with 1 row(s)at 0-9-0 on center. Bottom chords connected with 2 row(s)at 0-9-0 on center. Webs connected with 1 row(s)at 0-9-0 on center. 2)This truss has been checked for unbalanced loading conditions. 3)This truss has been designed for the wind loads generated by 110 mph winds at 15 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,10 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist,they are not exposed to wind. If cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.33,and the plate grip increase is 1.33 4)All plates are M20 plates unless otherwise indicated. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1756 Ib uplift at joint 2 and 1756 Ib uplift at joint 10. 6)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. 7)Load case(s)7 has been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. LOAD CASE(S) Standard Except: 7)User defined:Lumber Increase=1.25,Plate Increase=1.25 �4�,:»•^•'•" "•�.;, Uniform Loads(pI0 V CA� Vert:1-2=-54.0,2-3=-54.0,3-4=-54.0,4-5=-54.0,5-6=-54.0,6-7=-54.0,7-8=-54.0,8-9=-54.0,9-10=-54.0,10-11=-54.0, +��.•. �F�C• 2-13=-20.0,12-13=-80.0,10-12=-20.0 'Q.;�Ql •Q-' No. 8 3 T O R1�p'\ iA�L STANDARD* LATERAL NEB BRACING PREPARED BY WAU1 C.71.1,,- TRUSSES .i,CTRUSSES 0 24" O.C. TYP.--,, 1x4 or 2x3 LATERAL BRACE PER TRUSS DESIGN WITH 2-10d NAILS PER WEB FOR FORCES UP TO 4600 lbs. FORCES IN EXCESS OF 4600 lbs. REQUIRES 2x6 n3 OR BETTER. NOTE: PROVIDE X—BRACING AT 20'-0" INTERVALS FOR WEB FORCES UP TO 2509 lbs. AND AT 10'-0" FOR FORCE GREATER THAN 2509 lbs. END OF BRACING MEM. SHALL BCONNECTED TO A FIXED LATERAL. BRACING D E TA I L RIGID POINT OR X—BRACED AS NOTED ON THIS DETAIL. ALT. LATERAL BRACING DETAIL �— TRUSSES 0 24" Nailing Pattern O.C. TYP. T-Brace Size Nail Size Nail Spacing 1x4 10d 8" o.c. 2x4 16d 1 8" o.c. T-BRACE SAME GRADE AS WEB Note: Nail along entire length of T-Brace (Each Ply) T-Brace Size # Of Plys 1 2 Rows of Bracing NOTE: BRACE MUST BE 90% THE LENGTH Web Size 1 2 1 2 OF THE WEB. 2x4 1x4 2x4 2x4 2x4 THIS DETAIL IS TO BE USED AS AN 2x6 1x6 2x6 2x6 2x6 ALTERNATE FOR CONTINUOUS LATERAL 2X8 2X8 2X8 2X8 2x8 BRACING. '.11NIMUM GRADE OF LUMBER TPI-9.5 Crit. o 0 ,,,,,1111„wu,j„ REFER TO SEPERATE �`�, ,. / B.C. ENGINEERING DWG. r' N • ' 9 ,' C. Revised: 2/6/97 O a 4Q�G��,clFlc �. s No. 0 LOADING (PSF) STR. INCR.: L D TOP DRAWN BY: G.L.H. E OR10P•' k, BOTTOM CHECKED BY: J.A.I. ,� s •.. ��►�,� SPACING:2.4 In O.C. REP. STRESS:YES MiTek Industries Inc. �� S�ONAL +aunu i m u n ii,au•' CITY OF ATLANTIC FlE CH PER= APPLZCA TON RE Z=ZL, ADDZTZONS, OR AI-=;L3TIONS MOVING, DZICLZTZONS Cwrer�s;! P�_ Address : .�,�,� /�'Z Ae - acne: ,z�f-.rj Ccntractor: Ale^/ . State License T Address: T :escrlbe work :e tcre: � 'ia_�at_cn ,._ - - ccsed ..cr.at_uct_or. ._cccsed .:se: .s an AJ -_ yes, wcat are the __ ens_ ..S the adder space' -t :� 't. V=-- tPe added ar— z Neer erect__ a_ ;cr _.cr=_ase; >Iew - _=,: ng =_sures New �,r=c_ace' New peat/=_C? SUZUTT THR= (CCE'RC=) T C (-IZE=EYT_TAL) CELE.= SETS CE PLAD7S, Lmlc =ZNG SI- PLAN, SURVEY, ENzRGY =rz E'CRMS, NCTyC CF AN17 CWN=1CCNZRACTCR A=- ZAVLT, L CWHM IS CCN2.RACTCR. ^at_re CWTNE p kty m �m� Daze: Swc= Co and s=scribed bercre me t: i- day of L�� 'NC'"?u'�Y Q(.jAT C.�+r 7+p ^yam:A,,. CyF,._..c^_ �-_ ..=iP.GG Paffl •AMY COMMISSION M CC553881 EXPIRES oma: August 27,2000 od d`•• BONDED THRU TROY FAIN INSURANCE,INC. DEPARTMENT OF BUILDING ;, I CITY OF ATLANTIC BEACH' POSIT INFORMATION �- - L�CATION IN Fa #ATIaN •-- P rmi t Number c 1543? Address : f 3 PLANA DRIVE hermit Type.T}EM4LITIQN AT'LAI!ItIC BEACH FLORIDA 32233 i t"lass r iors:lt DESCRIPTION Constr. TypME '+i:WOOD FRA �Blrrck: 11 � Lot : � -Twp: ---Q ",,, .' ',,.Proposed Usti:SINCLE FAMILY Dwrelin s: q'Section. , 0 d �, Rn �3 Subdi v i s ilon:l ATLA,NT I C t A ,It ITAIV A Est , Value- 3 ? I'mo resv. Cast : 0.00 T 50100 otal 010 Amount' 50,.0 777 Now- 7W g i .._ jqwpg -T �. - APPLICATION' FErs N11 � s3R . PERMIT ,7R FLORIDA s ' g; 64"', '�' s mWx �4T ORMATION Y�g �y/y �y }��t Name: PR ERT ��N,ER L x T q'��4 k sya t1 .�^ _Kr.R' w.�"ry,M;cn wwrswn..ydyd'zxne � �� NOTES:- j 7 i NOTICE--INSPECTIONS MIDST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION f BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE P�ACED IN,PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER j, "FAILURE TO COMP1Y WITH THE 'MECHANICS' L EN .LAVA CAN. RESULT IN 'THE PROPERTY E)WNER PAYfNG TWICE FOR BUIL 1146.IMPROVEMENTS z WED-ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBffiWlip�PEV ION OF APPLICABLE PROVISIONS OF LAW. ATLAN:T#C BEACH BUILDING L3 PARTMENT `By '` R i DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH,FLORIDA PERMIT NO.- 5903 i. PERMIT TO BUILD THIS PERMIT MUST BE POSTED ON JOB Date 3/30/83 '19— Valuation 9Valuation$ 2,318.40 Fee$ 19.50 t.J 1, This permit not valid until above fee has been paid to City Treasurer,and is subject to revocation for violation of applicable provisions of law. This is to certify that LYNN ROBERSON 333 PLAZA i has permission to build 1'1F.C:K AS PTFE PI ALIS SI1RMITTY'll i Classification SINGLE FAMILY Zone PS Owned by LYNN ROBERSON Lot 16 Block 11 S/D AB House No. 333 PLAZA According to approved plans which are part of this permit NOTICE—ALL CONCRETE FORMS AND FOOTINGS MUST BE IN- SPECTED BEFORE POURING. PERMIT VOID SIX MONTHS „ AFTER DATE OF ISSUE i �----� O Building material, rubbish and debris -Zi from this work must not be placed in public space, and must be cleared t up and hauled away by either con- tractoi f;*owner. f / � r Building Official i FOR OFFICE PERMIT DATE CONTRACTOR USE ONLY NUMBER PLUMBING ELECTRICAL SEWER WATER :• ECHAN I CAL: ELECTRI CAL: _-- -- - -- BUILDING PEIZ•Il T b'O);KSHEET HEATED SQUARE FOOTAGE: @ $ per sq. ft. = $ GARAGE (PRIVATE/SHED) : ---- — _- -- @ $ - -- - per sq. ft. = $ --- - CARPORT: -- ----- -- - @ $ per sq. ft. = $— PORCHES: — ----- -- @ $ - per sq. ft. = // $ DECK: @ $ W, J per sq. ft. _ PATIO: @ $ ------------------ Per sq. ft. _ $. - --- - TOTAL VALUATION: jo PERMIT FEES ---------- ---------- ----------- TOTAL VALUATION DATA 1st $_ 7 J;n } RFI,1, -1 DFR VALUATION @ $ ? . d J per thousand or portion thereof TOTAL BUILDING PERMIT FEE. . . . . . . . . . . . . . . . . . . . . . . . . . . $ )E PLUS 2 THE BUILDING PERIMIT FOR PLAN FILING FEE. . . . . . . . . . . $ TOTAL FEE DUE. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . $ PLL':BING PERMIT FEE: $ TTECHANICAL PERMIT FEE: $ ELECTRICAL RESIDENTIAL: $ ELECT'RICAL TEP`IPCIR^ARY: $ EATER ',IETER SIZE: FEE: $ SEWER CONNECTION CHARGE: SQUARE FOOTAGE: FEE S WATER CONNECTION CYARGE: FIXTURE UNITS @ $10.00 PER UNIT: $ ACCOUNT NO. : APPROVED BY: TOTAL BUILDI.'-G/PL-AN FILING FEES: APP TOTAL WATER :1ETER CHARGE: $ _ CITY OF ATLANTIC BEACH TOTAL EATER CO':':ECTION CI'ARGE; BUILDING OFFICE $— TOTAL SEWER CO':':ECTION CHARGE: $_— -- 301983 GRAND TOTAL DUE: $ f ✓<- U FOR OF1 Date..................... Permit #-------•................Fee$--..... CITY OF ATLANTIC BEACH Valuation $. FLORIDAHouse #----------------.......................................... ............................................................. APPLICATION FOR BUILDING PERMIT ---------------------------------------------------------------------------- Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the building or other structure described. This application is made in compliance and conformity with the Building Ordinance of the City of Atlantic Beach, Florida, and all provisions of the Laws of the State of Florida, all ordinances of the City of Atlantic Beach and all rules and regulations of the Building Department of the City of Atlantic Beach, shall be complied with, whether herein specified or not. The Contractor or Owner-Builder who has been issued a Building Permit is automatically responsible to ascertain that all sub- contractors engaged by him are duly licensed in the City of Atlantic Beach,Florida. To prevent delay or embarrasment regard- ing intermediate or final inspections it is suggested that a list of sub-contractors be submitted to this office so that licenses can be verified. s Date............... ,3 v..., 19...j . Owner.......... n--------------------•--------...Address.----- ._P� _-------------------Telephone No.......................... Architect.....---- -..-..._. •------••---------•-----.--Address.------..'"-...-. ......-----••-------------•-.Telephone No............................. Contractor Builder-.-------_ . �``^�- --- t �--••-•------------------------•----•----..-..---•--•----------Address..-------•--- -- `-••-----.....LL.---•------------_----.Telephone No......---------------------- Lot No.-•-----•--� � Block No. I•I- Sub Division...�....14A V\,�....�::- �� r��------Zone---------------- ..........................••--..._.............----•-------.Street---?.-1-0^ Side Between....--- -•-•-------_and......................................................Sts. Valuation $------ .........For what purpose will building be used .�rrll�:r�_..-Svs�t.\. Type of construction- .._`�_D.E.f( .-... l Dimensions of Buil1ding...I- ka?. .....................Dimensions of Lot...,.�-Q�.._.x...f .Q_�-------._.._-._._...Size of Footings.4�KY__t0q...e Size of Piers...------PPY,'s-:............Size of Sills.........A !-------.-.Greatest Sill Span in ft._-....).Ur---------Type Roof......A1G ..... How will Building be Heated?-.........:� : .............Will Building be on Solid or Filled Ground?._...'`_—'..__..._._..._._... Size of Ceiling Joists..-_..k/ •---------------_-, Distance on Centers........... ................................. Greatest Span................_........................... " 71 Size of Floor Joists--- .................. Distance on Centers.. ..../. --.-...............•---.......... Greatest Span-.-:5......._.I._.._..__............_..._ Size of Rafters---------------- ' bar - ------ Distance on Centers . _. .. — _----.--.....-, Greatest Span------------ ........................... a q p This rectangle is to represent the lot. C17YUOF L OT'C BDC�g� ht positionu1Give distaor nce nnfeetnthe from NG OFp�'ECI� ►fill lot-lines and existing buildings. M� REAR LOT LINE Two copies of plans and specifications shall6" 301983 '576 be submitted with application. / Inspections required. jlintel. 1. When steel is in place and ready to pour footing. Jam/ ?y,32. When steel is in place and ready to pour columns and Zx 3. When steel is in place and ready to pour beam. a v o ; a 4. When framing is completed. . DE j ,ren s o 5. When rough plumbing is completed,and ready to cover up. ° 6. When septic tank drain field or sewer is laid but before it is covered. c, q 7. Electrical inspection by City of Jacksorville. m 9.0 8. Final inspection. 419 r� Note: In case of any rejection,re-inspection MUST be called for after corrections are made. FRONT OF LOT In consideration of permit given for doing the work as described in the above statement, we hereby agree to perform said work in accordance with the attached plans and specifications, which are a part hereof, and in accordance with the building regulations of the City of Atlantic Beach. Signature of Builder- Address... 2 { Signature of Owner.. �dress....�.2. .. ....�.��_Z. ... ..1..........................•--• MHP SHOWING SURVEY OF BLOCK 11, PLAT NO. 1, SUBDIVISION "A" , ATLANTIC BEACH, AS RECORDED IN PLAT BOOK 5, PAGE 69 OF THE CURRENT PUBLIC RE:COf= OF DUVAL COMM, FLORIDA- f4R, RAS PN B. kAWSDN SO - �ou,tiG C v Q P, lA by r { ac* 24.3' } ii x � .,r M11 V Lt FGU•YD, 'R✓.ti — �° °� 2'_;ti's^ S"2" ',Rory __ CITY OF ri+�`�RIJtifG L3 -69&U.d Q Office of Building Official _ REQUEST FOR INSPECTION 1 J Date _ Z Time Received P.M. Jobdyes Locality Owner's f, Name AAA�LContr for BUILDIN CONCRETE ELECTRICA PLUMBING MEC AL ng ❑ Footing ❑ Rough Wirl ❑ Rough ❑ Air Cond. & ❑ Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating Insulation X Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION Mon, 7Ues. Wed. hurs. ) Friday Inspection Made — �"- P.M.P.M. Inspector Final Inspection ❑ Certificate of Occupancy ❑ Date CITY OF Oda Office of Buildi g Offi -� Rr QUEST FOR I ECTION � ' / Permit No. Date -- Time Received S �P Job Address l \ ocality Owner's---� :, . Contractor � Name { g CONCRETE LE ICA PLUMBI MECHANICAL Rough Air Con . Framing C.] Footing ❑ Rough Wiring +� 9 Re Roofing ❑ Slab ❑1 Temp Pole ❑ Top Out Heating f Insulation ❑ Lintel ❑ Final ❑ Sewer ❑ Pre Fab Fire ce ❑ READY FOR INSPECTION A.M. � Mon. Tues. Wed. 7hurs. Friday P.M. A.M. Inspection Made P.M' Final Inspection Inspector Certificate of Occupancy ❑ Date FJ XREQUEST CITY OF Q� /3�-"t'^" "'Ci / �0 7ice of Building Official _FOR INSPECTION � - � 40 �^ - 1 Permit No. 7175 Date —! ff — —A. ' Time Received -- Locality Job Addres �. Owner's Contra t NUICONCRETE ECT ING COPLUMBING MECHANICAL Lj Fra L L1 Air Con . Footing C Rough Wiring oug F1 Heating ❑ Temp Pole L. Top Out Re Roofing C]- Slab CI Sewer Ii Fire Place 11 Insulation Li Lintel Ll Final Pre Fab READY FOR INSPECTION A.M Tues. Wed. Thurs. Friday Mon. A.M. 5� , rnspection e Final inspectiector ^ Certificate of Occupancy I n awrl YJ�XSt..�x- Date Y, DATE PRE-SERVICE DIVISION JACKSONVILLE ELECTRIC AU'T'HORITY 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, BUILDING INSPECTION DIVISION cc : FILE TRANSMITTAL DOCUMENT FOR JEA DATE: The following permits have passed "rough" inspection: Permit No. Address Please update your records accordingly. Thank ya ILDICLE CITY OF ATLANTIC BEACH vcb CITY OF 4&4 a e 4C.4_ Office of Building Official �� REQUEST FOR INSPECTION <ito//--l� J Date ( 1Cl`t Time Permit No. i? (p 7 C7 -7 Received A.M. // PM l9� Job Address Owner's '�/ 1 Locality N BUILDING�_�� Contractor CONCRETE ELECTR7CAL� Framing �__ PLU BING Re Roofing Footing ❑ Rou Ti MEZ`HANICA Insulation Slab �J g mng ough Lintel Temp Pole C Top Out Final ❑ Sewer Heating READY FOR INSPECTION Fire Place E,Ofap. Tues. Wed. Thurs. Pre Fab J Friday A.M. Inspection Made ------__ A.M. Inspector P.M. Final Inspection ❑ Certificate of Occupancy ❑ Date P�LANr�C' v _ ORIP' NOTICE OF • m ]INN JOB ADDRESS DATE THIS JOB HAS NOT BEEN COMPLETED The following additions or corrections shall be made before the job-*IVbe accepted iv Z AJ O� S jrr-- $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- ment for an inspection. Field Inspectors P�unneiN� are in the office from 8:00 a.m. to 5:00 e�Ec p.m. Monday through Friday. B� DEPARTMENT OF BUILDING I CITY OP ATLANTIC BEACH: 1 . . PERMIT INFORMATION - - LOCATION INFORMATION - ermit dumber: 16753 A dress 33 .PLA2A DRIVE ,, '_Permit Type:MECHAI3ICAL ATLANTIC BEACH, FLORIDA.'32233 lean of Work*NEW LZOAL DESCRIPTION __'-----__- oost.r. Type:WOOD FRAME Block: ll Lot:16 'Tap: 4 rdodaed Use SINOU FAMILY Section. £� Subd Rng4 0 Owe IIingsc Subdivi on::ATLANTIC BEACH ".A E t'. Vatluec` 0. 00 mpx c r e cost,-, 0 ,00 51 .0 s e Pal ETi t >r k Desi; I� 4, HEAT AND AIR O" t � ION - APPLICATION FEES see; B L�? '��1� 1R EIT -51 .00 der. yp3� '' � M� �y TpqA g*�+�+ CC UA I hone o CONS."+:TO „='I NEAT I ON le PREST& I R�S REATII3++ 1I, AIF a IIILIIAPT IDA .32046 €► . `. CMCtl. 0 7 Exp: / I Nt7TES; ! a i NOTICE-INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL,RUBSISH AND DEBRIS FROM THIS WORK MUST NOTSE PLACED IN PUBLIC SPACE,AND.MUST BE L CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER `tFAILURE TO COMPLY WITH THE MECHANICS' LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING'IMPROVEME,NTSo" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOI,AT1914OF APPLICABLE PROVISIONS OF.LAW. �+ BEACH BUILDING PARTMENT �i�gfBl75