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Permit 1652 Linkside Ct N (vault folder) r ' e ADDRESS 1&5Z �-XD BUILDING PERMIT NUMBER INSPECTIONS: FOOTING I/ UNDER SLAB PLUMBING SLAB 4 T FRAMING -s-- COVER-UP s INSULATION FINAL BUILDING �` 7 CERTIFICATE OF OCCUPANCY ELECTRICAL PERMIT # 3 S Z INSPECTIONS ROUGH FINAL MECHANICAL PERMIT # PLUMBING PERMIT # gay 3 �� - �-� s NOTES: r /` JJs +� � T y t •7' 211 (�trttftratP of (Itty Atlanfic fat# atpartm ut of Vutlding hoptruen This Certificate issued pursuant to the requirements of Section 103.8 of the Southern Standard Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances regulating building construction or use For the following. U88 cj,,,itjc,� Single Family Residence gWO,P,,,tt No. 8120 Group w.frame TAw Construction S•f Fin District A n :i c 66 South4��Jint Dr:ivu Solitiv owner of BuYding Centex Real E s t a t e,yd,,,. PI �=_ �— Sutidirg AddneS 1652 lie LocsfNY AtIdatic He ahh Fj 1 ?'`:i 17I}N C. FORD SMrV(3111" Daft: POST IN A CONSPICUOUS PLACE m__._�...r...�... . .. .._.Una.......,. �.....�._. ._ _...._.............. _... .. ._ r r W' CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT JOB LOCATION: k6 5 a OWNER OF PROPERTY: p� PLUMBING CONTRACTOR: CONTRACTOR'S ADDRESS: �$D3 aQ,� �• l ��eQi , 3aa5b STATE LICENSE NUMBER: TELEPHONE: HOW MATY OF THE FOLLOWING FIXTURES INSTALLED SINKS SHOWERS LAVATORIES WATER HEATERS BATH TUBS DISHWASHERS URINALS DISPOSALS CLOSETS WASHING MACHINES FLOOR DRAINS SHOWER PANS OTHER TOTAL FIXTURES: X 3.50 + $15.00 MINIMUM PERMIT FEE = $25.00 SIGNATURE OF OWNER: SIGNATURE OF CONTRACTOR:g ----------------------------------------------------------------------------- INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE 1994 STANDARD PLUMBING CODE. CALL A DAY AHEAD TO SCHEDULE INSPECTIONS - (904) 247-5826 SEWER CONNECTIONS MUST BE CALLED IN TO PUBLIC WORKS FOR INSPECTION PRIOR TO COVERING UP - (904) 247-5834. 6 01, DEPARTMENT OF BUFILD,NQ. CITY 4F ATLANTIC,1 "EACH. L3MTO"N, UFO�T.1Off" r: fa 403Add '' . L II IZt1R' N I~mit' .,TIvP :U 'ILI' lS:. : CR' R i ! I_ ►� of ''Wo 3z#A1 tITTC} f ATLANTIS< RA' A 322 1 '; s �.... ,.w� DUAL, I}ESCtI1?TIp rtr, P #t4t • ` C1 `C3G' rt Zrs2t . 1 # LE . Li ' j "I`w p '1 r c . " 'Lon �y silbdi,ri ion S LV- LL BI u 0, 00' i ,Z,prgv.. Costa +> cijr tl �' ~ .#3. Arum Pax 25 Date 99 `I"1 OV w�- - �- .w.� APPLI TIO "R ` 4Y�yr ibde ' k 11. w+F R.+wy i r4 d.i it e "* dXa ' ' k fns rt a061 F 5 PLO 22 3 Pia �= �'r �,y i Y.' �� � ' w•' 4, Gas. -;zea+*" "' ,F i ..r "z �. i}�y+v , �y�� AN � AdaEol 11- A 3 w. _ _.... I3C1! PRDA 3220 Ty St § f S i' NOTICE�-INSPI CTIt S MUST BE REQUESTED AT LEAST 24 HOt1RS PRIOR Ta`iNS POTION i BU#LDING IV►ATERIAL,:RU B#SH ANU DEBRIS FROM THIS WORK MUSTN` T CLI=AF#f17 Ufa AND HAtlL1;D AWAY'BY EITHER CONTAACTC7R 4R O�1tN£R� BE P�ACE�3 il+J PliBLIC SPACE,AND MUST BE F141t,AILURE rt� CaM t,Y WIT THE MECHANrl L1�N L:l� 111 CAN �� L � PIN ROP IB ►liEp,'ACCORQING TO APPROVED PLANS WHICH ARE PART OF THIS';PER IT 1IIQ A' I C3F. gPf L}CAS,E;PRCTV#;31C?Wv. )F LAW. NI A421 Nl OBLIECT T© REVOCATION FCR } AT(�ANTI : EACH BUILC3INCAi ENTI� 3 ' O v E8 ACN CItY Of FTLAc�051FICS 1313CL�ING 710 4 � �, �E►� 3�' ,� 'f 3 OV 0 k4 Q, INA (J- _ v _ - , IT LUMBER SMALL BE OF TRE SPECIFIED MINIM,IN GPAOES, 51 COIAECTOR PLATES S.. L HE IIISTALIEH SIWOTPICALL-I UI 10) ALL IL 51011 LIMAD MEMBERS ASSURED TO BE CONTIf AIOUSLI 13! *' INDICATES LATERAL BNACING MENBEA I1AA MIH.) SPECIES. AID 140 MAYIMJM MOISTURE CONTENT, OP SUCH IHAT IME JOINT BPACED BY ERHEA 3/0" N111) Pt.WOOD SHEATHIIIG, 1/2' SAt IIISTALLATECAt NID EPECII;H OF THE TAUSS. PERMANENT, MIG !S OF MIKmEP ALLOWABLE STRESS TALES, ALL IAL UES USED e: TSP CHORD SPLICES NOT PECf71W*f1bL6 1D U;CUP IHiil) OP'IWALL OR SPAC IMG MEMBEPS SPACED TG' O C. IMAJ,, TEMPCPAR(SPACING SHOULD BE DUE IN ACCCRCARCE WITH FOR DESIGN ARE BASED ON THE LATEST EDITION OF THE PIA- OI FIE It, ABO'i£ A Out I'M CHORD SPL I':F. Uf4ESS NO OttEPWISE. CURRENT TPI BRACING AEG ERECTIUI PUBLICATIUS. T 1014AL CESIGN ST AWARDS PUBLISHED eY THE tIA11 UlAL 71 I-2000 APPROVAL 11,111t,MS: UBC 2342, FHA TCB 201A. SBCC 11) ALL COMPRESSION Cr1GRG ME14KFIS ASSUMED TO BE C011TIAHOUSL1151 THIS GESIGH COt*DRMS 10 CUIRREHT TPI DESISN SPECIFICA- FOAEST P40DLXTS ASSOCIATION 7251, SOCA FILE Bt BAACED Of EITHER 3/0• IMII.) PLIWOCO SHEATHIII5. 112' lIG41S FCA METAL PLATE COIWECTED WOOD TRUSSES ARG 2t THIS DESIGN 15 BASED UN CLARY CONNECTOR PLATES ONLY 0) THIS TRUSS HAS BE(Ij 1SIGIHED FGR THE LOADING SHOWN (MIN.) DAYWALL OR BPACIN6 14EMBEMS SPACED AT 16' O.C. QUALtTI STANOARDS FGA TAUSSES. 31 CONECT09 PLATES SIZES ARE BASED ON A)IIAL FORCES 018.r, 011 1H15 OAAWIIIG. 1161Ai.LATiU1 A1)USE SHALL CDIW'OM !MAY), UNLESS tAOTEO OTHERWISE. 16) iq MEMBER OF THE TRUSS MAY BE CUT OR MODIFIED 114 AN,MAI, At CONIECTOA PLATE SIZES ARE CALLED OUT WIDTH 1ACAOSS SLOTS) WITH THIS DESIGN fat ® INDICATES BEAAIIIG LOCATION 171 SPECIAL HANDLING CARE SHOLLD BE TAKEII BLIA1140 SHIPPI14D MID B+LENGTH (ALONG SLATS) ANO It* ORIENTATION GF THE 91 THIS DESIGN IS APPN 1%ABL.E TO SHORTER SPAN TRUSSES OF ERECTION OF TRUSSES SEE HIB-91 FOR RECCAHIEIx1A1I0NS C NGT _.—.__ UAt IICAL L26WG r CID! G' TIUI,_�_ -CCHDIFIGUiATI011 AID LOADING SPECIFIED BY FABRICATOR -ADDITIONAL PLATING FOR HANDLING TRUSSES IS RESPOIISIBILIT/ OF FABRICATC.R. 5-3-41 4-8-12 4-8-12 5-3-4 RUN ----T—..-. _-._ ._}__— RUN 1-5-14 1-5-14 74 PLF Max Height 5-4-3 12 �6 350# 12 � © 35y91 5993y 1849 1841 1 L y ,\ 655 1290 129# 651 r r 9139 9130 )3.5136% 13-5)36% 3x4 3x4 3x 4 3x 4 20 PLF 6-10-3 6-3-11 6-10-3 1-4-0 1-4-0 Force9(L-P) 20-0-0 _ TOP BOT MESS -IAa5 1327 -323 -1300 906 480 -1300 1327 480 -1485 -323 ©BUILDING TYPE: Enclosed Residential CODE: Standard Building Code (SBCCI 1991) WIND SPEED: 110 mph MEAN ROOF HEIGHT: 131 TRUSS LOCATION: (Se) area No trusses: 11 Maximum deflection occurred at bottom joint 13. UPLIFT CONNECTION REQUIRED: B AT EACH SUPPORT. Maximum Live Load Deflection of .063' (1/16). Index-.094, (L./3810) NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW Maximum Total Load Deflection of .098' 12/16), Index-.098, (L/2449) SEE NOTES 10 AND 11 ABOVE FOR BRACING REQUIREMENTS. 3-25-93 OiF-10 At-s- Eanl-T piles./ CLARY DIVISION PLATE TYPE: D.C. SPACING LOADING (PSF) TC LUMBER — TRUSS: 20'0" COMMONS T-17 1„ ALPINE ENGINEERED PRODUCTS Inc V-0002-0-0 1 TC 3p 2X4 #2 N SP ENG. FOR: TRUE TRUSS INC - (tel 1801 S. GSW PKWY. 8C LUMBER PROJECT: CENTEX 3702 A & C DATE: 27 Jan 1993 1 GRANO PRAIRIE, TX 75051 7.0 UL TC 7 2X4 #2 N SP LAYOUT ID: 1 OF1� 1214) 560-39x0 -L E AREA. INC-.—FGR STL (I 8C 0 WEBS fl t 752 (it BC IO 2x4 #3 SP ADORCSS: SCALE: MEMBER TRUSS PLATE INSTITUTE 33.33 1r11AI- 47 3/15 I � '� EXCEPT A$ MAY BF NOTED I�!I'lY{ILl 11 LUMBER$HALL BE OF THE SPECIFIED MINIFJM GRADES. _5! CGfIECTUR PLATES -,I. BE IIISTAILEU SVW41PICALLf ON 101 ALL IEIISIOII CHORD MEMBERS ASSLAAED TO BE CORIT IIAIOUSLT 131 0' IIIOICATES LATERAL BRACING MEMBER IIxA"lei.) SPECIES. AND 191 MAxIMJM MOISTURE CWTENT. OR SUCH THAI THE JOINT. SPACED BY EITHER 3/8" IMIII) PLfWOM SIt AIHI1O, f/2' /4) 111STALLATION ND ErECTIGI OF THE TRUSS, PERMAIIEIIT. MID IS OF HIrH"ALLOMAKE STRESS VALUE& ALL iALUES U5ED 6; 1G COPD SPLICES —L HOT RECGtV*f1DED TO GCCLP IH 1 f11 DRYWALL OP BRAC IID MEMBERS SPACED 10- p c. tMAX1. TE WORAF41 SPACIIIS SnOtA.0 BE DOME IH ACCOPOANCE WITH FOp DESIGN APE BASED ON THE LATEST EOITIOII �F THE 1JA- OIPECTLI ABOVE A P:,'IGM CHORD`-PI I.E. V&ESS ROTED OTHEPMISE. CURRENT 7P1 BRACING AND ERECT]0'4 PU6LICATICt6, TIONAL GESIGN STNDARDS PtBLIStIED eY THE HAt ICKAAL 71 V-2004 APPROVAL 11:.��A,KRS: UBC 2342, FHA TCB 2014. SBCC 111 KL CGMPPESSICM CHC4'0 MELIBERS ASSJM£0 TO BE COI(ItIJpo9L Y151 THIS OESI6fi C0HT0MS TO CURRENT IPI DESIGN SPEC IFICA- FOREST PRODUCTS ASSGCIATION. 7251, BOCA FRE HL I.5 BRACED BY EITHER 3/0" IMIN.I PLYNOCO SHEATHING. 1/2' TIONS FOR METAL PLATE CURECTED MOOD TRUSSES AUD 2) THIS DESIGN IS BASED Oil CLARE CONNECTOR RATES ONLY el THIS TRUSS HAS StE, GE SIGIIED FGR TIE LOADING SHOMN iM1H.I ORVMALL OR SPACRIG MEMBERS SPACED AT t6' R.C. OUAL]Tf STANDARDS FGA TRUSSES. 3} CONECTOP RATES SIZES ARE BASED ON AXIAL FORCES III&$. OMI THIS DRAW I f1O. 1�lALLAI1Gl AN!:USE SHALL CC44FC444 iNAY). ULF5S NOTED OTHEPMI SE. 161 110 ME14DEP OF THE TRUSS MAY BE CUT OR PIWIFIED IN ANf NAE. 41 CONECTGR RATE SIZES ARE CALLED OIT WIDTH (ACROSS SLOTS) WITH THIS DESIGN 121 ® INDICATES BEAR IMO LOCATIOII. 171 SPECIAL HANOLIID CAPE SHOULD BE TAKEN DUAIINO SHIPPING NI BY LENGTH IALONG SLOTS] AMD THE OPIENTATIO14 GF THE 91 THIS DESIGN IS APHL ICABLE TO SHOPtER SPA14 TRUSSES OF EPECTIUN OF TRUSSES SEE X16-9f FOR RECCMHEHDATIGNS SIZECALLOUTTHE PLATE n_ IDENTICAL. LOADIIw <'4C CMCIGVFAJ,.fN -COIIFIGURATIONAIA LOADING SPECIFIED BY FABRICATOR -REPETITIVE MEMBER STRESSES NOT USED. -ADDITIONAL PLATING FOR HANDLING TRUSSES IS RESPONSIBILITY OF FABPICATGR, -SPECIAL HANGER FOR USE WITH MULTIPLE MEMBER GIRDER, CAPABLE OF SUPPORTING AND TRA14SFEPPIIJG COINCENTPATEO LOAD OF 2811.4 LBS. FF014 ONE SIDE TO ALL 14EMBEPS OF GIPCEP IS REOUIPED- HANGER TO BE DESIGNED BY A PPOFESSIUTAI ENGINEER AND PROVIDED BY OTHERS. IF BOLTING IS REQUIRED. THE EFFECT OF BOLT HOLES ON THE TRUSS 14UST BE VERIFIED BV CLARY DIVISION OF ALPINE. ENGINEERED PRODUCTS PRIOR TO FABRICATION. 2-1f-6 2-2-10 2-2-10 2-11-5 Max Height 2-11-3 37 PLF 12 6 x 827 in y 907 9De 6 A / �\ 34s 497 490 41y. Ary 389/ 2909/ 21081 9G5i/ \.. 25597 4156i \ 13.5136% 13.5159% , m 1 � 10 PLF 3x6 n, 7x8 N axe Alf 14to 28110 f6 9i 16190 Forces!L-R) 2-11-6 2-2-30 2-2-10 2-11-6 TOP BOT WEDS -5513 4930 309 -5053 4930 -495 10-4-0 -5053 6406 4436 -7163 6406 -2267 BUILDING TYPE: Enclosed Residential 2108 CODE: Standard Building Code (SBCCI 1991) WIND SPEED: 110 mph A\UPLIFT CONNECTION REQUIRED: 4-18 ft! AT EACH SUPPORT. MEAN ROOF HEIGHT: 131 NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW TRUSS LOCATION: (Se) area SEE NOTES 10 AND 11 ABOVE FOR BRACING REQUIREMENTS. No trusses: 1 Truss designed to support side of Hip Set with span 34-8-0 Maximum deflection Occurred at OOttom joint #3. FASTEN TOGETHER WITH: 2 Members Required Maximum Live Load Deflection of .059" (1/16), Index-.171, (L/2102) TDP 10d NAILS 12"D'C. Maximum Total Load Deflection of .092' (1/16), Index-.178, (L/1348) A f BOT 10d NAILS 4"O.C. 00V WEB 10d NAILS 12'0.C. _.- FASTEN AT OR NEAR ALL.PANEL POINTS. PEL/ 3-P$-93 000J>/hM DO NOT NAIL OR BOLT THROUGH TRUSS PLATES. CLARY DIVISION PLATE TYPE: D.C. SPACING V1OAOING (PSF) TC LUMBER TRUSS: 10*4' GIRDER T-16 I r�Q�Q ALPINE ENGINEERED PRODUCTS Inc V3000 2-0-0 L TC 30 2X4 i2 N SP ENG. FOR: TRUE TRUSS INC 1801 S. GSW PKWY. BC LUMBER PROJECT: CENTEX 3702 A 6 C DATE: 27 Jan ZDV GRANO PRAIRIE, TX 75051 7.0 tt TC 7 2X6 01 Ds SP 1993 1214) 660-3940 ATE AREA: INC. POP(STL it BC 0 4EPS LAYOUT ID: 350 It BC 10 2x4 M3 SP ADDRESS: ----- -- !MEMBER TRUSS PLATE INSTITUTE 33.33 „11 At. A7 SCALE: �LI FX(f-PI AS MAY Rf- N�JTFD 112 1ff II II LUMBER SHALL BE OF THE SPECIFIED MINI1xaN GRAMS, 57 CGNIECTOR PLATES'- HE DISTALI EU SIHNE IRICALLY ON ]O) ALL. TENSION CHL)RD MEMBERS ASSU1ED TO BE COUTINIX)USL1 13) 1 INIOICAIES LATERAL BRACING MEMBER 11x4 MIN-i SPECIES. AND 19.MAXI NEJM MOISTURE CONTENT, OR S'JCH THAT THE JOINT OR B+EITHER 3/B" fMI1) PL/N000 St"ATHIIIO, 1/2' 14! INSTALLATION Alp ERECTION OF THE TRUSS. PERwAtEIN. AND IS OF HIGHER ALLOWABLE STRESS VALUES. ALL VALUES USED 6, ICP CIIGPD SPLICE5 . r NOT RECGHHENCED TO 6CCUP (MIN; DP'NMALL OR BRACING MEMBEP5 SPACED 10' 0.c. (MAOI TEHPrRAP1 @RACING SHG.LD BE DOE IN ACCCPGAHCE WITH FOR DESIGN ARE BASED 0HN THE LATEST EDITION OF THE I;A- GIRECTLV ABOVE A h.�i[.,M CHOFlC SI ft-.E. UNLESS NOTED OTHERWISE. CURRENT IPI BRACING AND ERECTION PUBLICATIONS. TIONAL DESIGN STANDARDS PUBLISHED 1Y THE NATIONAL 7[ Y-2000 APPROVAL N'_;+:t-HS'. UBC 2342. FHA TC8 2074. SBCC 11) ALL COMPRESSION CHORD ME14fERS ASSUMED TO BE CONTINIIxOJSLYI5) THIS DESIGN CONFORMS TO CURRENT TPI DESIGN SPE CIFICA- FOREST PR-IS ASSOCIATION 7251. @OCA FILE III. :,5 BRACED BY EITHER 378" (Nlll.) PLYWOOD SHEATHING. 112' TIONS FOR METAL PLATE CONNECTED WOOD TRUSSES AND 21 THIS DESIGN IS BASED ON CLARY CONNECTOR PLATES OILY 81 THIS TRUSS HAS BEI.�;I;ESIGIEO FUR 1HE LOADING SHOWN (MINA OR-+WALL OR BRACING MEMBERS SPACED AT 16' 0 C. OUALI TY 51ANDARDS FOR TRUSSES. 3) CONIECTO-PLATES SIZES APE BASED QN AXIAL FORCES ONLY. ON THIS DRAWING. I.L�IALLATIOI ANC.USE SHALL COA'ORM IMAX). ULESS RIOTED OTHERWISE. 16) ID MEMBER OF THE TRUSS MAI BE CUT O1 MODIFIED IN MIH MAY. 4) CONECIOR PLATE SIZES ARE CALLED OUT WIDTH (ACROSS SLOTS( WITH THIS DESIGN 12) IIDICATE5 BEAR I IID LOCA 11014 17) SPECIAL HArDLINO CARE SHOULD BE TAMEIN DIMIID SHIPPI RIO AND 6'+LENGTH (ALONG SLOTS: AND THE ORIENTATION TF THE 9; THIS DESIGN IS APP,1'..ARLE TO SHORTER SPM( TRUSSES OF ERECTION OF TRUSSES SEE TIT 5_ FOR PECGMNEIDAT I OIIS C OU C I IQN OF THE PLATE LENGTtt, __1GLNi1DAL LOFDILL ? [_UVF I GUM II C'rl.. -CINIFIGURAT[CIA AND LOAOIIIG SPECIFIED BV FABRICATOR -REPETITIVE 14EMBER STRESSES NOT USEO. -ADDITIONAL PLATING FOR HANDLING TRUSSES IS RESPONSIBILITY OF FABRICATOR, RUN f-6-14 Max Height 2-10-3 37 PLF m 12 N 821 e � 020 m � j o / � N 3650 305♦ -j` -T- 4 T 4670 4671 13 51 (345113. 174.5 PLF m 3x4 N 5-0-0_ _i Forces 1L-R) TOP BOT WEBS 1-4-0 5-0-0 0 0 -63 &BUILDING TYPE: Enctosed Residential CODE: Standard Building Code (SBCCI 1991) HIND SPEED: 110 mph MEAN ROOF HEIGHT: 134 No trusses: f One Half of 7-0-0 Trusses supported by Bot Chord TRUSS LOCATION: (Se) area Mid panel point deflection .1387 UPLIFT CONNECTION REQUIRED: 2 if AT EACH SUPPORT. NET HIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW SEE NOTES 10 AND 11 ABOVE FOR BRACING REQUIREMENTS. WYX)b Ac.- 1 -041k. Cs-� CLARY DIVISION PLATE TYPE: O.C. SPACING �IOAOING (PSF) TC LUMBER TRUSS: 5.0" MG F' 1-15 pY�Qy ALPINE ENGINEEREO PRODUCTS Inc V_2000 2-0-0 111 TC 30 2X4 02 N SP ENG. FOR: TRUE TRUSS INC 1801 S. GSM PKWY. 70 BC LUMBER PROJECT: CENTEX 3702 A & C DATE: 27 Jan 1993 0 GRAND PRAIRIE. TX 75051 ' f.L TC 7 2X6 Y1 OS SP (OF 1214) 660-3940 PLA`IE AREA: -INC-FOR STL ti BC 0 WEBS LAYOUT ID: . 48 33.33 I- BC 10 2X4 Y3 SP AOORESS: S;/LII/' MEMBER TRUSS PLATE INSTITUTE I��IA� 47 FXCFPT AS MAY NF NOTED I L! LUMBER SHALL BE OF THE SPECIFIED MINIMUM GPAUES. 5, CwAECIOR PLATES " BE INSIAILI.t. S•M+E NPILAIL. Oft 1G; ALL 1E15101A CHORD MEMBERS ASS'xED IO BE C(;OlIJ TJSLV 131 4- 11101CATES LATEPAL SPACING MEMBER (I"Hit)I SPECIES. AND 192 MA,,IMJM MOISTURE CONIENI, 3R SUCH THAT DOE JOINT BRACED BV EITHER 3/0- (MIH) PLVN000 SHEATHING. 1/2' 'A! INSTALLATION AND ERECTION OF THE TRUSS. PERMN$HT. AUG 15 OF „1GHER ALLOWABLE SIRESS'4AL1ES. ALL 4ALLNES USEU 6; ft.P CACARD SPLICES ci�E NOT PECOM4EN1(,ED TO::CCW IHIHt OP'VMALL DP SPACING MEMBERS SPACED 1C•' 0 C IMA{1, IEMPGRAR#BRACT'IS SrOLD BE GONE IH ACCGRCAHICE WITH FGR DESIGN ARE BASED Olt THE LATEST EDIT IN OF IrE 11A- GIPECIL'R ABOVE A L_iT;M CMOPTT `.PLI'_E UNLESS IGTED OTHERWISE CURREIN ON P IPI BRACING AND ERECTI ,9LICATIONS. 11ONAL GES 101/STANGAPD5 PUBLISHED By THE NATIONUL 7, V'ZGOO APPROVAL tT.•L.-.It4+S. UBC 2342, FHA TCB 2014. SBCC 10 ALL COMPRESS IC44 CHORD ME14MRS ASSUMED TO BE CONTIMlOUSLVIN THIS DESIGN CONFORMS TO CURRENT TPI DESIGN SPECIFICA- FOREST PRODUCTS ASSOCIATION. 7151, HOCA FILE Hr. t,•7 SPACED BY EIIIEP 3/9' (MINA PLIWOOD SHEATHING. 1/2' TION45 FOR METAL PLATE CORRECTED WDOD TR SSES mm 2) THIS DES IDI IS BASED Olt CLARI COMECTOR PLATES DIY. BI THIS TRUSS HF5 BEL:'.(.(SIGNED FW THE LOADING SHOWN IMI H.I OR'fWALL. OP SPACING MEMBERS SPACED AT 16' a C. OUALIi1 5 7RNDARDS FGR TRUSSES, 31 CONNECTOR PLATES SIZES ARE BASED 014 AXIAL FORCES OK/. O4 THIS DRAWING. 1.:,TALLATIONt AIA'.USE SHALL COIILOPM 'MAXI, lX4LE 55 Ix17E0 OTHERWISE IN 110 IEI4DER OF THE TRUSS MAf BE CUT OR MODIFIED IN AM'f MAV. 4) CONECI OR PLATE SIZES ARE CALLED OUT WIDTH IACPGSS SLOTS! WITH THIS DESIGN 12! ® INDICATES BEAAINO LOCATION 171 SPECIAL HANDLING CAPE SHOULD BE TAKEN DURING SHIPPING AND Bt LENGTH (ALONG SLOTS) AND THE ORIENTATION OF THE 91 THUS DESIGN IS AP✓((CABLE TO FHDRTFR SPAN TRUSSES OF EFECTID14 OF TRUSSES SEE HI0-91 FOR PECOMENOATIOHS SIZE C EMIn 10ENILCAL LDADULG Pi,cOrt1G(1RA IK-P! -CONFIGURATION AND LOADING SPECIFIED B'Y FABRICATOR -REPETITIVE MEMBER STRESSES NOT USED. -ADDITIONAL PLATING FOR HANDLING TRUSSES IS RESPONSIBILITY OF FABRICATOR. -THIS TRUSS IS DESIGNED ONLY FOR THE LOADS SHOWN. PROVISION FOR THE PREVENTION OF PONDING MUST BE MADE AND IS NOT THE RESPONSIBILITY OF THE TRUSS FABRICATOR OR CLAFLI. RUN F—'—_'._.__ 4-9-6 1-0-a-�.-.- 2-0-0 1-5-14 Max Height 2-10-3 74 PLF X x 12 m 890 630 1741 j \ m 0 1480 650 230 CIA /'�- -) 40 2971 0 0 13 5111% 7x5 3x4 O (3-5112% 1 12 20 PLF � 3114 L 4-3-9 2-B-B t —}-- ---I Forcee fl-P) TOP BOT NESS -7-0-0 N -529 487 -175 -529 295 399 0 -363 -6A �j BUILDING TYPE: Enclosed Residential CODE: Standard Building Code (SBCC! 1941) WIND SPEED: 110 mph MEAN ROOF HEIGHT: 13' No trusses: 1 Maximum deflection occurred at bottom joint #2. TRUSS LOCATION: (Se) area Maximum Live Load Deflection of 0' (0/161, Index-.049, (L/7636) UPLIFT CONNECTION REQUIRED: 2 4 # AT EACH SUPPORT, Maximum Total Load Deflection of 0' (0/16), Index•.051, (L/0) NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW SEE NOTES 10 AND 11 ABOVE FOR BRACING REQUIREMENTS. © RL-V 3-2,5-93 N)1,41j') 4t.,F. CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 7'0' MHV-5 /may ALPINE ENGINEERED PRODUCTS Incv2X4 02 N SP ENG. FOR: TRUE TRUSS INC "RAND S. GSW PKWY. ..2000 2-0-0 1L Tc 30 BC LUMBER PROJECT: CENTER 3702 A 6 C DATE: 27 Jan 1993 GRAND PRAIRIE. Tx 75051 7 0 Cl_ TC 7 2X4 02 N SP LAYOUT I0: (214) 660-3940 --PLATE AREA: _ IHC AOR STL I I BC 0 WEBS Lj 174Ct BC 10 2X4 N3 SP ADDRESS: 33.33 i SCA E: 41 MEMBER TRUSS PLATE INSTITUTE AL 47 FXCFPT AS MAY DF NOTFO 1/2 �'�� `f{ LUMBER SMALL BE OF IHE SPECIFIED MUN NUM GPMES, 51 CCXAEGTW PLA IES'n i HE NN$IAt CEO$nxf lR{CALL(pi 101 ALL IEOSION CHOPD MEMBERS AW-OMEO 10 BE C510INUDUSL+ 131 / INDICATES LATERAL BRACING 1NEPBEA (1X4 M11$ SPECIES, AND 19%MAXIMUM MOISTURE CONTENT, OR SUCH THAI THE JOINT OPACED B+EIIIIEP 3/e' M10) PL+X000 SHEATHING, t/2' 141 INSTALLATION AND ERECTIC4 OF 11E iN1+JSS. PEPMANEUT, uG IS OF HIGHER ALLOWABLE STRESS VALUES. ALL /ALUES USED 5: HGP CHORD SPLICES >Ir NOT PECGMNENGFD 10 CCCUP (MIN) DR'+MALL OR BRACING MEMBERS SPACED 1G' 0 C IMAX:, TEMPCPAP+ BRACINS SHOULD BE DOE IN ACCGPCANCE WITH FOR O£SIG(1 APE BASED ON Itt LATEST EDITION GF THE OA- OIRECTL'+ ABOVE A E—11H CHORD SPLA'P. "$LESS tGTEO OTHEPWISE. CUPPENT TPI BRACING AND EPECTIGN PLBLICASIONS. IIpNAL USGN STANDARDS PUBLISHED aX THE NATIONAL 7) '/2000 APPPOIAL N i.i.r6: UBC 2342. FNA TCB 2014. SACC 11) ALL CDMPRESSION CHORD 1ENNBERS ASSUMED TO BE CONTINFJOUSLY15j THIS DESIGN CpNFOEMS TO CURRENT TPI DESIGN SPECIFICA- FORE$T PaOGUC T$ASSOC NATION. 7231. BOLA FILE H!. �' BRACED BI EITHER 3/B" (NIu.) PL+NOW SHEATHING, 172' TIONS FCA METAL PLATE CONNECTED WOOD TAL'SSES AND 21 THIS DESIGN IS BASED p1 CLX+CONNECTOR PLATES DNI.v B) THIS TRUSS HAS BLi..I IA STGNIED RIP IIIE LUADI 116 SHOM1 IMINJ OR'II14LL OR BRACIIIG MEMBERS SPACED AT t6' O.c. 110 ME14 R OF THE FOR TRUSSES. BE. 3! CpNECTCR PLATES SIZES APE BASED ON AXIAL FORCES OIL+. pN THIS DRAWING, .t SiALLATIpN ANO USE SMALL CONFORM IMAX{, UNLESS TOTED OTHEPMISE, 16{ 1G IENNBER OF THE TRUSS MAI BE CUT ON MODIFIED IN AN+MA+. A) COIOECTGR PLATE SIZES APE CALLED U'JT WIDTH (ACROSS SLOTS) WITH THIS DESNTN 12) 60 111DICAIES KARNG LOCATION 171 SPECIAL HANDLING CARE SHOULD BE TAKEN DURING SHIPPIIIG AND By LENGTH (ALONG SLOTS] AG IHE ORIENTATION OF THE 9J THIS f ES.O1 IS AP,,11'ABLE TO SMOP1tR SPMA TPLISSES OF EPECIIOI OF TRUSSES SEE HI8-91 FOR PECTAMENDA1Ip15 C NGTHIC�NTI ' OADITG ��:. <:Of1GUPAT IGH{ -CONFIGURATION MID LOADING SPECIFIED BY FABRICATOR -REPETITIVE MEMBER STRESSES NOT USED. -ADDITIONAL PLATING FOP HANDLING TRUSSES IS RESPONSIBILITY OF FABRICATOR, -ANTICIPATED HORIZONTAL MOVEMENT UNDER TOTAL LOAD - .274' RUN 4-3-8 3-4-13 3-7-77 5-4-5 _5_-2-9 5-9--1_ _-.RIIN 1-5-14 02 02 02 12 12 /2 1-5-14 Max Height 9-5-3 74 PLF 12 �1e 3321 N�S7T j 2650 3911 0',3 frj 2571 2540 3951 2770 / \ 2021 1481 6tih �� �x \ +� 861 931 941 127! 161E601 011 m 400 1602/ •� ` `' \ 3x7 16011 13 5)6331 (3.5146% T th112 3x4 3x4 3x4 3x4 3xB 3x5 x 3x7 20 PLF 311? N^ a g 1-0-0 12 H t-1-12 4-3-8 4-7-9 4-7-9 4-9-5 7-11-10 7-2-10 #2 02 02 02 -0 2- 02 Forces(L-R) 1-4-0 2X4 A 2x4 2X4 2x4 2`A y 2xi-4-0 TOP BOT WEBS WEBS 34-9-0 -5919 5435 -278 A80 -5919 3370 2500 -368 -3435 2665 -799 0 -2571 2153 927 -1916 2189 -794 -1918 2641 610 -2678 -887 -295A 1383 -679 ©BUILDING TYPE: Enclosed Residential CODE: Standard Building Code (SBCCI 1991) No trusses: i Maximum deflection occurred at bottom joint 03. WIND SPEED: 110 no Maximum Live Load Deflection of .35" (6/16), Index-.311, (L/1156) MEAN ROOF HEIGHT: 131 Maximum Total Load Deflection of .564" (9/16), Index-.325, (L/738) TRUSS LOCATION: (Se) area UPLIFT CONNECTION REQUIRED: 10115p0 AT EACH SUPPORT. v v NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW Q QEV 3-Z5-93 0/1J0 A-F SEE-NOTES 10 AND 11 ABOVE FOR BRACING REQUIREMENTS. CLARY DIVISION PLATE TYPE: O.C. SPACING ,OARING IPSP) TC LUMBER TRUSS: 34'8" SPEC T-8 ALPINE ENGINEERED PRODUCTS Inc V�000 2-0-0 IL TC 30 2X4 02 Ds SP ENG. FOR: TRUE TRUSS INC - 1001 S. GSW PKWY. BC LUMBER PROJECT: CENTEX 3702 A & C DATE: 27 Jan 1993 GRAND PRAIRIE, Tx 75051 7.0 CIL TC 7 2X6 M1 Ds SP SOF (214) 660-3940 LATE AREA: INC. FOR STC 'it BC 0 MEAS LAYOUT 10: 790 It BC 10 2X4 k3 SP ADDRESS: SCALE: -- -- MEMBER TRUSS PLATE INSTITUTE 33.33fAt- 47 FXCFPT AS MAY DE NOTED 178 (�(�� FT,LUIMMBEP SHAY BE OF THE SPECIFIED MINIMUM GLADES. 51 LGHECIOR PLATES BE INSTAL.LLU S—EIRICALL.I GI 10) ALL IET61011 CHUM MEMBERS ASSINFO TO BE COHIIN OUSL• 13) 111DICATES LAIEPK BRRCIIIG MEMBER IfA4 MIHH.i SPECIES. MOD 19Z MAIIMJM MOISTURE CONTENT, O0 SUCH THAT THE J0114T b"ACEO BV EITHEN 3/B" INIII) PL/KDDo SHEAIHIHG. 1/2' /4) INSTALLAItOH AD ERECTIdH OF THE TRUSS. PERNAEIHT. AD IS nF HIvnEP ALLOWABLE STRESS VALUES. ALL IAl1.E5 USED 6, TCIP CrgPD SPLICES ��-F HOT PECGNIIENOED 10 G�CUP ININI OP'IMALL fiM BRA NG IEMBEHS SPACED f0' 0 c INA/H. IENPGPAR•BRAGIMG SHOULD BE DOE IN ACCGROA/KE NnH FOP DESIGN ARE BASED dl THE LAICST EDITION OF THE 11 - OI RECNJ ABOVE A b�,�'I�M CHORD SPU I:E. UNLESS NOTES OTHERWISE. CUPPE14T TPI SPACING AND ERECTI"PURL ICAT1G16. TIONAL GESIGN STANDARDS PJBLIWD aV THE NATIDHAL 71 V-2000 APPROVAL ":n."�.I IS: UBC 2342. Fr1A TCB 20f A. SBCC /1) ALL COMPRESSi dH CHORD MEMBERS ASSUMED TO BE CONTINUDUSLVI5) THIS DESIGN CONFORMS TO CURRENT TPI OESIOII SPECIFICA- FOREST P90W IS ASSOCIATION. 7251. SOCA FILE Bt. 'c5 BRACED 8 E1 TIER 3/B" (141".1 PL(WOOD SHEATH 95, 1/2• 11GHS FOR METAL PLATE CONNECTED WOOD TAL55ES AMD 21 7NI5 DESIGN IS BASED ON CLARY CONWCTDR PLATES GL. BI Tn 15 TAJSS HAS BES.' LISIGHED FIA THE LOADING SHOWN 1NIIII OR(MALL(A BRACNIG MEMBE"S SPACED AT 16' O C. DUAL I TI STAIDAPD5 F&A TRUSSES. 31 CdaECTOR PLATES SIZES ARE BASED ON Ax1AL FOPCES ONt.H. ON THIS OPAW1 IS. II.' ALLATIGL AIC,USE SHALL COISORM IMAM. UNLESS HOTEO OTHERWISE. f6) IO fE14DEA OF THE TRUSS MAF BE CUT OR MODIFIED IN AIM WAT. 41 [daECTOR PLATE SIZES APE CALLED OUT WIDTH (ACROSS SLOTS) MI IN TMIS GESIGH 12) 89 PDICATES BEAR NO LDCATIOH, 171 SPECIAL NADLI D CAME SHOULD BE TAKEN DUA114G SHIPPIHO Al B'I LE Tn I"11.01.1,SLGTSM AO t1E ORIENTATION OF Tr# B� tn15 DESIGN IS APr1 I'-•tILE TO SnOPTtP SPAN TPOSSES OF - ERECTION OF TRUSSES SEE n18-91 FOR PECGUEtDATI(XLS D 7 TILEIITICAL LOADIP(.L_ONFIGUPATL14— _ " NG -COIIFTGURAT ION Atx)LOADIIIG SPECIFIED BY FABRICATOR -REPETITIVE 14EMBER STRESSES IIOT USED. -ADDITIONAL PLATItIG FOR HANDLING TRUSSES IS FIESPONSIBILITV OF FABRICATOP. -ANTICIPATED HORIZONTAL MOVE14EIlT UtIDER TOTAL LOAD .572' 3-'5-11 3-6-9 8111/ 4-3-8 3-4-13 3-7-7 4-6-11 4-4-15 4-4-15 4-3-8 1-5-14 02 /2 02 02 12 Max Height 9-6-3 74 PLF 12 ?�}� '-�B 31�`1 3020 Q 6)<S 2650 3321 p3�5 2571 3261 2540 12 5� �// \+ 2771 \ \ 31 It 6 F1_11 �/� f J{J 1481 / \ \ 1460 OFF B60 930 940 1150 1341 1060 m 6*6 / ;::\ m 400 400 ruz 1 'V Ate, 0 3+p 16650 16650 13.5140% 13.5166 i HS714 3x4 3x4 3x4 5X6 Ax 12.a 3 3 L—g/fZ 20 PLF 12 12 4-3-8 4-7-9 4-7-9 4-9-5 6-9-2 6-7-6 4-3-8 02 02 42 02 -- 42 92 ForCeS(L-P) 1-4-0 2x4 2x4 2x4 2x4 2x4 2x4 TOP BOT WEBS WEBS 36-0-0 -660A 6088 -278 791 -�— -- - --- -6bG4 3632 2925 -711 -3696 2065 -859 1804 -2772 2327 989 -312 -2096 2398 -827 0 -2096 3040 1337 -2995 4645 -909 -51,39 1571 ''\\ -5039 -851 l , BUTInTNG 1Y-E: ENCLOSED RESIDENTIAL No trusses: f Maximum deflection occurred at bottom joint 14. COAD ARO BUILDING CODE (SBCCI 1991) WIND SPPEED;EEn; 110 MPH Maximus Live Load Deflection of .474' (8/16), Index-.395, (L/911) MEAN ROOF HEIGHT: 13 FT. Maximum Total Load Deflection of .742' (12/16), Index-.412, (L/502) TRUSS LOCATION: (Se) area RECOMMENDED CAMBER: .4' UPLIFT CON'IFCTION REGUIRED: 10F9I*AT EACH SUPPORT LOCATION, NET WIND P1ILSSURES BASED ON DEAD LOAD SHOWN BELOW. SEE NOTES -10 AND 11 ABOVE FOR CHORD BRACING REQUIREMENTS. /)R�� 3-ZS•g3 y�1MD pu,f 1,.^:I' _ TC LUMBER TRUSS: 35*0' ST.VAULT T-7 .0 CLARY DIVISION PLATE TYPE: O.C. SPACING (DAOING (PSF) /� ALPINE ENGINEERED PRODUCTS Inc V2000 2-0-0 .. 1 TC 2X4 Y7 DS SP ENG. FOR: TRUE TRUSS INC - Tug L foot S. GSW PKWY. 30 BC LUMBER PROJECT: CENTEX 3702 A 6 C DATE: 27 Jan 1993 //►1 GRAND PRAIRIE, Tx 75051 7 0 L TC 7 2X6 Mf Ds SP r F (214) 650-3940 ATE AREA: INC -FOR STL '..1. 8C 0 WEBS LAYOUT ID: CEJ 844 "IL BC 10 2X4 03 SP ADDRESS: - MEMBER TRUSS PLATE INSTITUTE 33.33 SCALE: 225 h.s, nITAt. 471/9 � FxCFPT AS MAY UF NOTED //�� V LUMBER SHALL BE OF THE SPECIFIED MINIMUM CAADES. -'--`51 CGIx1ECf DR PLATES I BE 111SIAt 0-J 51WE IRICALLI OI 101 ALL IE115IOl 1.]10aD uFNBEaS ASSVMEO TO BE CONTIIxq , 13! 1 NIOICATES LATERAL BRACING MEMBER (114 MITI.; SPECIES, Mf, 19x M11I wJM MOI5T`pE CgtIENI. OR.SUCH THAT THE .POINT BaACID B-+ET11EP 3/B" 4MI11) PL1MU00 SEAT.If4. 172- 14! 111STALLATIGI ATf,ERECTIGI GF THE IQUSS, PERMAi+EI1T. Alt) IS if nl uHER ALLOMAIEE STRESS 'IALLES• ALL /ALUE$US 0� TGP CHORD SPLICES -.•t NOT PECGHMEllt�EO 10 GCC 1MIN1 DR14ALI OP BOAC ING MEMBERS SPACED 1G' G C- IMAX). TEWGRAP1 BPACIIIG SHGJI.D BE OWE IN ACCGPGAItCE MIiH FOP OESIW+ARE BASED UN THE LATEST EDITION OF Trf �I. DIRECTL'1 ABOVE A U�:'.�..H CnORr IXIL ESS NOTED OTHERWISE CUPPENT IPI BRA^-IHG ATU EPECTIGI PU%ICATIGnS. TIDNAL GESIGI 5TAROARDS P`-TlTLISrED 6Y TIME NATIDIIRL 71 "Co"APPROVAL tr tHS'. UBC 2342. FHA TCB 2014, SBCC t1) ALL CGMPRES51G11 E11G11Fi MEMBERS ASSUMED TO BE COHTINUDUSLn5) THIS DES IG CDNFOBNS TG LUF44ENT TPI DESIGN 5PECIFICA- FORE51 PRODUCTS ASSGCIAT11xN li5bt BOCA FILE 1Jt, ':h BRACEO BV EITHER 3/B" !MI AJ PLYMGDO SHEATHING. 1/2- TIG+S FGR METAL PLATE COfNECTEG MOOD TRUSSES ArIG 21 THIS DESIGN IS BASED Of'CLARK CONNECTOR PLATES OA-+ N THIS MUSS HAS BEI!.11STGf1ED FCA+ TnE LOAOIIIG 5HON IMINJ DRYMAt-L Oa BRAC 1116 MEMBERS SPACED AT 16' 0 C. (N1A1IT1 STRIgAlIpS FGR TRUSSES. 3) COMIECTOR PLATES 5IZES ARE BASED ON A/IAL FORCES 0141. 01. 1H15 DRAWING IAT.LATIGI AIx;USE SHALL COI+FDAM iMAx), UILE55 Tom)DTHERMI Sf. 161 116 MEMBE4 OF INE TRUSS MAT BE CUT GP ttMIFLEG EN A11 M11, 4! C.7tNIECIGA PLATE SIZES ARE CALLED OUT WIDTH iACRG55 SLDTS) WITH THIS DESIGN 121 1:.� 111DICATES BEARING LOCATIGII. 17) SPECIAL HANDL IIID CARE SHOU-0 BE TAMEN"ING SHIN IrIG All 51 LENGTH 4ALOIG SLGIS, Alf,THE OPIENIATtWI GF I,* 9! "ITS DESIGN IS AP,t!.ABLE TO 511OPTEP SPAN 7PUSSES OF Q� ERECTIOI OF TRUSSES SEE MIB-91 FOR HECGMMENOATIOIS CA11 OUTC --ILILUL .AL LOADING -U GtlPpllt rl, ®13UILOING TYPE: ENCLOSED RFSIDENTIAL -CONFIGURATION 1114AND LOADING SPECIFIED Be FABRICATOR I;ODE: STANDARD BUILDING C(1f1F (SBCCI 1991) -PEPEIIT IVE HEMBER STRESSES NOT USED. iVTND SPEED: LSO MPH -ADDITIONAL PLATING FOR HANDLING TRUSSES IS RESPONSIBILITY OF FABRICATOR, -THIS TRUSS IS DESIG14ED GNLf FOR IHE LOADS SHOWN. PROVISIDII FGR THE 14EAN ROOF HEIGHT: 13 FT, PREVENTION OFPONDING MUST BE 14ADE A140 15 NOT THE RESPONSIBILITI TRUSS LOCATION: (Se) area OF TME TRUSS FABR I CATGR GR CLAR'f. UPLIFT CONNECTION REOUIRFD. /0/5#AT EACH SUPPORT LOCATION. -ANT IIPATEO HORIZONTAL MOVEMENT UNDER TOTAL LOAD - 518' NET WIND PRESSURES BASED ON DEAD LOAD SHOWN BELOW. SEE NOTES 10 AND 11 ABOVE FOR CHORD DRACING REOUTnrMENTS. 3-1-4 3-1-4 2-0-0 3-11-0 RUM 4-3-8 3-1-4 3-4-12 4-2-e 3-1t-0 4-3-8 1-5-14 #Z�1D5 VZDS 02 02 02 I2 #2 02 —~ !J+ 74 PLF Max Height 8-10-3 12 _ 3h 224# 254! �t 5 �S 240! 3010 230! D.j� 3t 2300 A `\ 290/ 4 12 A /, \ \ 8%� 263! \ \ 293► 6 F 148► 148# 610 830 86f 7t# 88# t20# 99! TI �* .� -` N 40# 40# ID fu 3,F' 1665• 1665! 13.5148% 13.5)66 1 4 Tn o I N5�1 3x4 3x4 3x4 5 6 3x4 7xa I m :. 47112x3 3 o gx f2 20 PLF 12 12 4-1-11 2-8-0 4-3-e 4-1-11 4-5-3 6-2-0 _ 5-f0-8 4-3-8 #2 #2 02 #2 #2 _ 02 #J Ds�s Farces(L-R) 1-4-0 2x4 2x4 2x4 2x4 2x4 2x4 2x4 TOP TDP BOT NESS WEBS 36-0-0 _._ _ - -6604 -5039 6088 -264 758 -6604 3753 2820 -815 -3839 2988 -875 771 -2941 2483 1000 -698 -2277 2036 -810 1793 -2026 2530 823 -294 -2265 3146 -878 0 -3127 4645 825 -5039 -34 No trusses: 1 Maximum deflection Occurred at bottom joint #4. Maximum Live Load Deflection of .462' (7/16), Index-.385, (L/935) Maximum Total Load Deflection of .724' (12/16), Index--402, (L/597) RECOMMENDED CAMBER: .39' & PE 3 25-g3 wrap 4-LF 4,w Iv CLARY DIVISION PLATE TYPE: O.C. SPACING ')OARING (PSF) TC LUMBER TRUSS: 36*0" SH-17 T-6 ALPINE 1801 S. GSW PRODUCTS Inc AT`E-AREA:- THC. >=dR STI t1. TC 30 2 X 4 81�ti 5P ENG. FOR: TRUE TRUSS INC - 'I Iaot s. Gsw PxwY. V�000 2-0-0 i - BC LUMBER PROJECT: CENTEx 3702 A 6 C DATE: 27 Jan 1993 n GRANO PRAIRIE. Tx 75051 7'0 '..DL TC 7 2X6 01 Os SP Y ----- - -- LAYOUT ID: OF �. t f BC 0 I NESS L/ 872 OL BC 10 2X4 03 SP ADDRESS: - SCALE- MEMBER TRUSS PLATE INSTITUTE 33.33 - 225 11.5. 101 AL 4) FxCFPT AS MAY BF NOTED I/8 (ln�( 11 LUMIIER SHALL BE OF THE SPECIFIED MINIMUM GRADES, 51, C(NWIECTOR PLATES BE 111STA1 LEu SIMIEIRICALLI 011 101 ALL TENSION CHORD MEMBERS ASSUMED TO BE CO14T/1Mx1USLI 13) !" NIOICATES LATERAL BRACN+G MEMBER llx4 MID SPECIES. AID 19%MAXIMUM MOISTURE CONTENT, OR SUCH IMAT THE JOINT BRACED BY EITHER 3/8' tMIH) PLIMUOO SHEATHING. t/2' 141 INSTALLATI011 ND ERECTIC44 OF It* TRUSS. PEPMAIIENT. X10 IS OF HIGHEP ALLOWABLE STRESS VALUES. ALL VALUES USED 6; ITP CHORD SPLICES c HOT PECOMNE11OLD TO OCCUR 04INU DRYWALL OR BRACING MEMBERS SPACED 1U' o C (MAA1. TEMPCRAPI BRACING SHOULD BE DOTE IN ACCOPOAIM:E WITH FOR OESIGII APE BASED Ono THE LATEST EOITIO14 OF It*ITA- G/EECTLY ABOVE A b,,it!,M CHORD SPt.I::E. UNLESS NOTED GTHEPMISE CUPPEliT TPI BRACING AND EPECTIGI PUBLICATICAS. T IORAL DESIGN STANDARDS PUBLISHED 8Y THE NATIONAL 71 4-2000 APPROVAL NL tu'.HS. UBC 2342. FHA TCB 2014. SBCC TO ALL COMPRESSIU!CHORD MEMBERS ASSUMED TO BE CONTINk"USLY151 THIS DESIGN CDfFDRMS TO CURRENT TPI DESIGN SPECIFICA- FOREST PRODUCTS ASSGCIATIOH 7251, 80CA FILE EN. I;..-� BRACED BY EI IHER 3/6" (MIN.) PLIFIOOO SHEATHING. 1/2' TIONS FOR METAL PLATE CC9ECTED WOOD TRUSSES AND 2) THIS OESICII 15 BASED ON CLARI CONNECTOR PLATES ONLY a) THIS TRUSS HAS BE0,!;ESIGHEO FGR THE LOAOUD SHOWN (MIN.) DR'fWALL OR BRACIIIG MEMBERS SPACED AT 16' a.C. OUALITI ST AIDAROS FDR TRUSSES. 31 CONNECTOR PLATES SIZES ARE BASED ON AxIAL FORCES OIL I. ODTHIS DRAMICIG 1 ':'ALLATION AID USE SHALL CCIFOIMI IMAXI. LPLE5S 11)TED OTHERWISE. 16) 110 REI4BER OF THE TRUSS MAY BE CUT OR MODIFIED IN AN,MAI. 41 COI#EC,CA PLATE SIZES ARE CALLED OUT WIDTH (ACROSS SLOTS) MIT" THIS DESIGt4 t2) go INDICATES BEARING LOCATICH 17) SPECIAL HAIDLI/O CARE SHOULD BE TAKEN 01NI1D SHIPPING AND BY LENGTH (ALONG SLOTSI AND TME ORIENTATION OF TUE 9, THIS DESIGN IS APP(I::A.Mk E TO SHORTER SPAN IFLISSES OF EPECIIGI OF TRUSSES SEE HIB-91 FOR TECOMMENDATIONS 512E [ I IS THE DIRECTIG!Cf TEE AT L'= F •tn __IWR1_Gu_LOAD111G f' �:TNF IGUN�ilGri`__ -CpIFIGURAT 1011 AND LOADING SPECIFIED BY FABRICATOR &BUILDING "SPE: ENCLOSED RESIDENTIAL -REPETITIVE MEMBER 5TRESSES NOT USED. IIN CODE: STAARO BUILDING CODE (SBCCI 1991) -ADDITIONAL PLATING FOR HANDLIIIG TRUSSES IS RESPONSIBILITY OF FABRICATOR. WINO SPEED 110 MPH -THIS TRUSS IS DESIGNED OtILV FOR THE LOADS SHOWN. PROVISION FOR THE MEAN ROOF N,'IGHT: 13 FT. PREVENTION OF PONDING MUST BE MADE AND IS 140Y THE RESPONSIBILIT/ TRUSS LOCATION: (Se) area OF THE TRUSS FA13PICATGP OR CLAPf. UPLIFT CONNECTION REOUIREO: /O/•W AT EACH SUPPORT LOCATION. -ANTICIPATED HORIZanAL MOVEMENT (RIDER TOTAL LOAD - 54' NET WIND PRESSURES BASED ON DEAD LOAD SHOWN BELOW. SF.E NOTES 10 AND 11 ABOVE F011 CHORD BRACING REQUIREMENTS. 3'5-11 3-4-0 3-6-8 3-3-0 RUN 4-3-8 3-5-11 3-9-3 3-4 0 3_-3-0 4-3-8 1-5-14&*2DS j5 #2 02 N2 42 N2 N2 74 PLF Max Height 7-10-3 0 D 12 �} ,1 6 3X r1/ !, 2630 247# 2540 © /17 3x4 �$`,� 2680 4 4 251# 257# 2410 12 a3X4 \, +9276# 268# 148# IAB• x 6* ;\ M A 920 1070 122# 118# 100# 891N40# 40# 1665#13.5148% 13.51116HST143x45x6 7 4xt2 e 3 BXIZ 12 3 20 PLF 122 4-3-8 5-2-8 5-5-0 6-8-0 5-2-0 4-10-8 4-3-8 02 N2 02 - #2 02 #2—~ 1-4-0 2x4 2x4 2x4 2x4 2x4 2x4 Farces IL-P) 36-0-0. _ _ TOP TOP BOT WEBS. MESS -6604 -5039 6068 -277 -759 -6604 3626 2934 746 -31547 2B5G -865 -667 -2566 2342 901 1662 -2295 2721 -672 -269 -2263 3291 SB5 0 -2530 4645 -t05 -3318 -175 -5039 877 No trusses: i Maximum deflection occurred at bottom joint 04. Maximum Live Load Deflection of .455' 17/16!, Index-.38, (L/949) Maximum Total Load Deflection of .714' (11/16), Index-.397, (L/605) RECOMMENDED CAMBER: .39' CLARY DIVISION PLATE TYPE: O.C. SPACING 1UA03NG (PSF) TC LUMBER �\ TRUSS: 36'0' SH-15 T-5 ALPINE ENGINEERED PRODUCTS Inc V�000 2-0-0 Ili rC 30 2X4 AJ-3:5 SPLI ENG. FOR; TRUE TRUSS INC - r �� 1801 S. GSM PKWY. IBC LUMBER PROJECT: CENTEX 3702 A 6 C DATE: 27 Jan 1993 GRAND PRAIRIE. Tx 75051 7'0 hi TC 7 ` 2X6 N1 Ds SPOF 1214) 660-3940 PLATE AREA INC. FOR STt. I,t� 8c 0 I LAYOUT TO: '� wEA' 874 ,.i RI: 10 � 2X4 43 SP ADORLSS SCALE: MEMBER TRUES PLATE INSTITUTE 33.33 225 h.s. 1A, 41 ExLFPI As MAY tlr NoreU 1/8 i 1 r' fi LU4SER SHALL BE OF THE SPECIFIED MINIMUM GRADES. 51 C040ECTOR PLATES BE 1115TALLLO 51144ETAICALLV ON 1D) ALL TENSION CHEMO MEMBEAS A5SVMED TO BE CO TINUOSLN 13) 0" 1110ICATES LATERAL BRAC1146 MEMBER IVA MIN.1 "CI EITHERT S. AND t92 MAXIMUM MOISTURE CONTENT, OR SUCH THAT THE JOINT BPACEC B+EITHER 3/8" (MINI PLNWODD SHEATHII*. 1/2- 14) INSTALLATION MU ERECTION DF E TRUSS, PEFNMENN, MC 1S CF HIGHER ALLOWABLE STRESS VALUES, ALL 0LUES USED 01 TGP CNOPO SPLICES -4 1101 MCGHMVID€G 10 OCCUR (MINE IM'NWALL OR BRACING MEMBERS SPACED 10' 0.0 (NAA). TEMPCAAR'f BRACING SHOULD IE OOE IN ACCCA40APICE W)Tt FOP DESIGN ARE BASED Oro THE LATEST EDITION OF THE HA- DTRECTLV ASUVE A t1,'T-..M CHORD SPLU E. UNLESS NOTED OTHERWISE. CURRENT TPI BRACING AN40 ERECTION PUBLICATIONS, TIONAL GESION STANDARDS PUBLISHED W THE NATIONAL 71 4-2600 APPROVAL UBC 2342. FHA TCB 20tA. SBCC 111 ALL COMPRESSION CHORD MEMBERS ASSUMED TO BE CGNTNADUSLW51 THIS RESIGN CONFORMS TO C AM"T tPl OESIGN SPECIFICA- FOREST PADCAKTS ASSOCIATION 7251, ODCA FILE 8E BRACED 9Y EITHER 3/8' (MIN.) PLJNUGD SHEATHING. 3/2- TIO15 FOR METAL PLATE CONNECTED MOOD TRUSSES A140 21 THIS OESION IS BASED ON CLARY CONNECTOR PLATES OIL,. BI THIS TRUSS HAS BEL"[;L5IONED FW THE LOADING SHOWN (MIN.) DRYWALL OR BPACIrNG MEMBERS SPACED AT I6' O.C. OUALI7Y STANDARDS FDA TRUSSES. 3) CONNECTOR PLATES SIZES ARE BASED ON AXIAL FORCES 01L1. ON THIS IRAMIMG. IIISIALLAIION AID USE SHALL CONFORM (MAX), UNLESS NOTED OTHERWISE. e6) IUD MEMBER OF THE TRUSS MA+BE CUT OR MODIFIED TIN MNf MAY. 41 CO4ECTCA PLATE SIZES ARE CALLED O/T WIDTH (ACROSS 5L01S) NIT"THIS DESION 121 0 INDICATES BEARING LDCATIGN. 17) SPECIAL HANDLING CARE SHOULD BE THEN ORIID SHIPPING MND Of LENGTH (ALONG SLOTS) MO THE ORIENTATION OF ME 9i THIS DESIGN IS APDL 1cABLE TO SHDPIEP SPAN TRUSSES OF ERECTION OF TRUSSES SEE MI8-91 FOR PECOMMEIDATIONS 51ZE CALI QYT IS Tit DIRECTION OF THE ELATE LEWTM. G i G A.Iq,CONFIGURAI II11—_ -COIFIGIXJATIGN AND LOADING SPECIFIED BY FABRICATOR BUILDING TYPE: ENCLOSFU RESIDENTIAL -REPETITIVE 14EMBER STRESSES NOT USED. -ADDITIONAL PLATING FOR HANDLING TRUSSES IS RESPONSIBILITY OF FABRICATOP. CODE: STANDARD BUILD(Nr CODE (SBCCI 1991) -THIS TRUSS IS DESIGNED ONLV FOR THE LOADS SHOWN. PRO`JISION4 FOR THE WINO SPEED: f!0 MPH MEAN ROOF HEIGHT: 13 F T, PREVENTION OF POI40INIG MUST BE MADE AND IS NOT THE RESPONSIBILIT/ TRUSS LOCATION: (Se) area GF THE TRUSS FABRICATOR DR NT LVI. UPLIFT CONNECTION REOUINED: /U�K -Ar(nclPA reD HOPIzcrlraL MOVEMENT UlDER TOTAL LOAD - 57" NET WIND PRESSURES BATED ON DEAD LOAD SHOWN BELOW, LOCATION. SFE NOTES fn AND f! AtTnV[ FOR C10RD BRACING REGUTHEMENTS. 2-9-21 3-1-3 3-10-8 RUN 4-3-8 2-9-11 5-4-0 5-4-0 _4-2-0 4-3-8 1-5-14 #2 CIS 02 /2 112t3?-DST#ZTa`Im 02 2 74 PLF Max Height 6-10-3 A� 12 �s y 312E 395# 352► a a a 12 5,J2 f 8O 29BY X5 3.4 Sid 2080 6 ,j*A [ �� 8X/2- 252 t 291/ S ` 1481 IA1 cv 82/ B7/ 1528 187E 120E 400 40. 1665/ 1469E I H5714 3x4 3x8 3x0 ii 7x8 13.51 tib 4x12 4x5 B 7Z ^ 12 12 20 PLF 4-3-8 4-2-8 4-6-0 10-8-0 a-0-8 4-3-8 02 02DS 0205 -� #20s #!PS 1-4-0 2x4 2x4 2x4 2x4 2x4 A 38-0-0 Forces(L-R) --� `- TOP BUT NESS MESS -6604 6088 -253 -786 -6604 3855 2736 tB19 -3821 3105 -890 -292 -2884 2742 915 0 -2580 3129 -845 -2518 4645 977 -2815 -234 -5039 -322 -5039 907 No trusses: f Maximum deflection occurred at bottom )pint 04. Maximum Live Load Deflection of .451' (7/16), Index-.376, (L/958) Maximum Total Load Deflection of .707' (11/16), Index-.393, (L/611) RECOMMENDED CAMBER: .38' &PE 3-25-73 1a1A0 MF --- -- TRUSS: 36'0' SH-13 T-4 CLARY DIVISION PLATE TYPE: O.C. SPACING (CAGING IPSF} TG L1JM8FR J / 4LP1NR 6N9H;N((<ma 0"ODUCTO Ina y 2k4 A�S SP !� EN6. /OFt TRUE TRUSS INC - 1801 S. GSM PKWY. - 0Q0 2A0-0 LL TC 30 GRAND PRAIRIE. Tx 75051 7.0 UL TC 7 ac LUMBER 2x6 01 OS SP PROJECT: CENTER 3702 A 6 C DATE: 27 Jan 1993 OFt.� 12141 660-3940 WATE AREA: INC. F'GA STL jtt BC 0 WEBS LAYOUT IO: 854 I(L BC 10 2x4 N3 SP ADDRESS: SCALE' MEMBER TRUSS PLATE INSTITUTE 33.33 225 h.S. !+li At_ 47 F%C(`Nl AS MAY t)F NOIFD _ I! LU141ERSHALL BE OF THE SPECIFIED MINIMUM GRADES. 5' r-OxEC10R PLAIES ',Al t BE 11451M ILO S.W4EIRICALLI 014 101 ALL TEH5101I CHORD MEMBERS ASS.'MEG TO Of CONT NAIXILISLI 131 / 11101CATES LATERAL BRACING MEMBER (/Y4 Mlrl 1 SPECIE 5. AIM) 19%MA/1M'JMMOISTURE CONTENT. OR 5-UCH THAT THE JOINT. BRACED BY EITHER 3/8' 44111) PL.W:WO SHEATHING. T/2• 14) INSTALLATION AND ERECTIC41 GF THE TRUSS, PERMAr1E141 AI40 IS OF HIGHER ALAINE 51 NESS YALUAES, ALL dALN L DWES USED 6r IOP CHORD SPLICE', -r4E NOT REC6H14-HOE(, TO OCLUP (MIN; DRYWALL OP BRACING MEMBERS SPACED 1G' 0 c IMAR), 7EMPCAFPI SPACING SHCAILO BE DOE NI ACCORGAINCE WITH FOp QESI&1 ARE BASED ON THE LATEST EDITION GF THE uA- GIPECTLY ABOVE A UL.r TGM CHGPG 6PIICE. uHLESS NOTED DIHEPWISE. CUAPERT TPI BRAC114G AND ERECTION PUBLICATIONS. TIONUL DESIGN STANDARDS P'JBLISNED BY THE NATIONAL 7) V-2000 APPPO'IAL rr"uL RS'. 'JBC 2342. FHA TCB ROTA. SBCC 11) ALL COMPRESSION CHORD MEMBERS ASSUMED TO BE CON IMIO)SLV15) THIS DESIGN CONFORMS TO CURRENT TPI DESIGN SPECIFICA- FO7EST PRODUCTS ASSOCIATION. 7251. aDCA FILE 4+!, 125 BRACED By EITHER 3/e' !MIN.! PLYWOOD SHEATHING.NG. 1/2' TIONS FOR METAL PLATE CONNECTED 4000 TRUSSES AND 21 TN15 DESIGN IS BASED ON CLARY CONNECTOR PLATES GTL Y. e) THIS TRUSS HAS BFFI,IiESIGIIED FLA THE LOADING SHOWN !MIN.) DRYWALL OR SPACING MEMBERS SPACED AT 16' 0 C. QUALITY STANOAADS FOR TRUSSES. 3) CONNELTGR PLATES SIZES ARE BASED ON AYIAL FORCES 014L'Y. O4 THIS DRAWING. INSTALLATION AIIU USE SMALL CONFORM 'MAX). UNLESS 140TEO OTHERWISE. 16) ID ME14BEP OF THE TRUSS MAY BE CUT O1 MODIFIED IN ANY WAY. 41 N COECTOR PLATE SIZES ARE CALLED OUT WIDTH (ACROSS SLOTS) WITH THIS DESIGN 121 INDICATES BEARING LOCATICU. 17! SPECIAL HANOI-ING CAPE SHOULD BE TAMER GURI4G SHIPPING AN BY LENGTH (ALCWG SLGTS,, ANO THE OPIE14TATIOII OF THE 91 THIS DESIGN IS AP1'I ICABLE TO SMURIER SPAN TRUSSES OF ® ERECTION OF TRUSSES SEE NIB-91 FOR PECGMMEIDAIIO4S C CGE ICiH11CAL LOADI(L Flri, COIF IGVPATIf d,J,_ -CONFIGURATION AND LOADING SPECIFIED BY FABRICATOR Q BUILDING TYPE: ENCLOSED RESIDENTIAL - L -ADDITIONAL TIVE STRESSES NDN USED. TIDDIL PLATING FOP HANDLING TRUSSES IS RESPONSIBILITY OF FABPi CATOR. CODE: STANDARD BUILDING COOF (SBCCI 1991) -THIS TRUSS IS DESIGNED ONLY FOR THE LOADS SHOWN. PROVISIOd FOR THE WIND SPEED: 110 MPH PREVENT IDN OF PONDITIG MUST BE MADE AND IS NOT THE PESPONSIBIL 119 MEAN ROOF HEIGHT: 13 FT. OF THE TRUSS FABRICATOR OR CUR'/. TRUSS LOCATION: (SP-) area -ANTICIPATED HORIZONTAL HOVEHENT UNDER TOTAL LOAD - 568' UPLIFT CONNECTION nFOUIRED: AT EACH SUPPORT LOCATION. NET WIND PRESSURES PASEO ON DEAD LOAD SHOWN BELOW. SEE NOTES 10 AND i1 ABOVE FOR CHORD BRACING REOUIREMENTS. 3-2-9 3-2-0 AM 74 3-6-0 4-10-1 4-11-13 4-10-1 2-10-8 4-3-8 74 PLF 1-5-14 .yT2�1�5 df2Ds #2 #2 rz ►z #2 *2L�s Max Heigtit 5-10-3 h(b 1 12 6 3G9# 364# 3640 2969 L 4 i L 245. 2240 12 5� x 3x4 5 17 4u --._ 4 S 8X/Z 267t \ \254* m x 6"►6 \� \ n 1481 148/ 1v �+ A 107# 115* 98# 981 109/ 1600 Ar _ _ rn N 161550 16651 I H$7i4 3x4 5x6 3x4 3x4 7x8 m o Y� ( (3.5148% (3 51bb Al 12 a 3 8x72 3 tz2 12 12 20 PLF 4-3-8 6-8-8 4-10-1 4-11-13 4-10-1 6-0-8 4-3-8 82 #2 02.- *2 *2 02 1-4-0 2%4 2x4 2x4 2x4 2x4 2x4 36-0-0 -- _ Forces(L-A) TOP BOT was WEBS -6604 6088 -268 612 -6604 3689 2888 -754 -3250 2906 -986 1609 -3378 3342 714 -255 -3378 2802 638 0 -3343 3363 -365 -3134 4645 47 -5039 -396 -5039 731 No trusses: 1 Maximum deflection occurred at bottom joint M4. Maximum Live Load Deflection of .509• (8/16)• Index-.424, (L/849) Maximum Total Load Deflection of .797' (13/16), Index-.443, (L/542) RECOMMENDED CAMBER: .43' -- m)?cv 3-26-93 w/,*3D A- CLARY DIVISION PLATE TYPE: 0.C. SPACING �I.OADING (PSF) TC LUMBER TRUSS: 36.0' SH-11 T-3 NIG//I'� ALPINE ENGINEERED PRODUCTS Inc V2000 2-0-0 'LL TC 30 2X4 Oe D4 SP ENG. FOR; TRUE TRUSS INC - Mg -M S. GSW PKWY. GRAND PRAIRIE. TX 75051 7.0 JL TC 7 2X6 M1 DS SP SC LUMBER PROJECT: CENTEX 3702 A 6 C DATE: 27 Jan 1993 ' 0Ff Q (214) 660-3940 SLATE AREA:- - INC. P6R STl t. 8C 0 LAYOUT TO: I, HEE15 804 .L BC 10 2X4 #3 SP ADDRESS: 33.33 SCALE: MEMBER TRUSS PLATE INSTITUTE 225 h.S. Ir AL 47 EXCFPT AS MAY IiF NUTFU 1/8 Il(„��/ I- LG43ER SHALL BE OF THE SPECIFIEO MINIMUM GRADES. 5. CG11EC1oR PLAIES r;,I lit 111slAt INH S11**1RILAt L, OH 101 AL1- IE115IG1 LHtAPEJ MEMRER5 A55'.,HEU ID BE CUNTIFTq'.ISL, 131 � INDICATES LATERAL 8-ACIIIG MEMBER (114 MIH.i SPECIES. AD 192 MAlIWJ1.+M015TURE COIINEHT, OR SUCH THAT 7HE Jo1N1 BRACEG BY EITHEM 3/6" 1.111) PL,MOOD 5#EA7HIlD. 1/2• 141 INSTALLATION AIG ERECTIGI GF TIE T%SS, PEF+MA14:IIT, ALG IS GF n(f✓Ep ALL011ABLE SIPE55 VALUES, ALL IALLES LISLO 6: HGP CI4f4'G SPLICES >�+ HL1 HECGMH[II-b 10 GCCLM (MIt41 DR' ALL OR Bp ACIM MENDE H5 SPACED IG' 0 C IMA1;. IEMPCPAPI BRACINM SHOULD aE OGE 114 ACCC+NGAUCE WITH FOR DESIGN ARE BASED ON TIE LATEST EDITION OF trE Hs- GEIEC/L', ABOVE A 6'�I IvM CHUfC SPL 1'..E. tx IL ESS HOSED OTHERWISE ISE. CURPET11 TPI BRACING AHD EPECTIGI PUBLICAT1OT6. 111xUL G€S1G1 STAND POBL ISIEO BY TFE NATIGlAL 71 Y-2400 APPPNVAL N'�HeiE HS: :IBC 2342. FHA TCB 2014. SBCC 11) AIL. CONPH€551 GI f:HGPO MEMBERS ASSUMED TO BE CGH ItexVJSL h 51 THIS GESI C44 CGiORMS 70 CURRENT 1PI DESIGN SPECIF(CA- FOREST PROG1x:TS ASSGCIAI IOU 7251. BOCA FILE 61611bBRACEG BY EITHER 3/B" (MIII.) PLYWOOD SHEATHING. 1/2' TICMS FGR METAL PLATE CGrECTED HOCA TRUSSES AND 21 IMIS DESIGN IS BASED ON CLAAI COIPECIDR PLATES ONE, 8) THIS TRUSS HAS BEEtl GESIGIED FCA THE LOADING SHDWN MIN.) DR'HALL OR BRACING MEMBERS SPACED AT 96' o c. DUALITY STAIEIARDS FOR IRUSSES. 31 CONNECTOR RLATES 512ES ARE BASED ON AXIAL FORCES Gnl. GI THIS DRAM I ID. 11�STALLAIIGI At10 USE SHALL CCt*ORM IMAX), LMtESS VOTED OTHERWISE. 161 Iq MEMBER DF THE TRUSS MA,BE CUT OR MODIFIED IN Al11 NAI. 4) CaaECTCR PLATE SIZES ARE CALLED MIT WIDTH {ACROSS SLOTS) WITH THIS DESIGN 12) INDICATES BEARING LOCATIO14 171 SPECIAL HAIGLIFq CARE SID1L0 BE TAKEN DuAlti0 SHIPPllq AND BI LENGTH IALGW SLOTS] AIG TXE ORIENTATION CiF TIE 91 THIS DESIGN IS APPLICABLE TO SHL,WtP SPAN TRUSSES DF ERECTIG+OF TRUSSES SEE H18-91 FOP RECGMiEIDAIIGIS C 'JT ILENTICAL LOADINGANO-CDI/F I GVFUIIUIIy -CCt1FIGURATIO11 AND LOAOIIIG SPECIFIED BY FABRICATOR BUILDING TYPE: ENCLOSED RESIDENTIAL -REPETITIVE MEMBER STRESSES HUT USED. CODE: STANDARD BUILDING CODE (SBCCI 1991) -ADDITIONAL PLATING FOR HANDLING TRUSSES IS RESPONSIBILITI OF FABRICATOR. WIND SPEED: 110 MPH -THIS TRUSS IS DESIGNED ONLV FOR THE LOADS SHOWN. PROVISION FOR THE MEAN ROOF HEIGHT' 13 FT. PREVENTIOII of P01101TIG MUST BE MADE AND IS NOT THE RESPOUSIBiL1TY TRUSS LOCATION' (Se) area THE TRUSS FABRICATOR OR CLARY. UPLIFT CONNECTION REQUIRED: /039+* AT EACH SUPPORT LOCATION. -ANILc1PATED T1oRfzcI1TAL anvEUEHr UNDER TOTAL LOAD - 212' NET WIND PRESSURES BASED ON DEAD LOAD SHOWN BELOW. SEE NOTES 10 AND 11 ABOVE FOR CHORD BRACING REQUIREMENTS. 4-t-11 2-e-0 RUN 4-3-8 4-1-11 4-5-3 5-0-3 4-e-11 5-3-3 -- - - —•---____ .__- RUN 1-5-14 #2 02 #2 02 02 02 ^1-5-14 Max NBSynt 8-10-3 74 PLF 12 'c7 6 2631 2840 3170 3601 % \ 3061 354# 12 3010 2871 6 � �� \ "' ,POP 3+ 148/ . 1270 92# 1001 1270 72# 211 1 404 m i \ • 1814/ 14880 13 5)71% _.-1 ,- --_._—_—dit////- --•q.- >�, f m o 13-5)422 Gx 10 3x4 5x15 3x8 --- 3x4 d+ 3x5 9 3x11.0 3 20 PLF 12 2-a-0 4-3-8 6-2-8 6-6-0 _ 7-4-8 5-5-12 2-1-12_ #2 #2 #2 #2— #2 #2^ Forces(L-R) 1-4-0 2x4 2x4 2x4 2x4 2x4 2x41-4-0 34-e-D TOP BOT WEBS WEBS --- - -5446 5001 -302 -132 -5446 2891 2507 330 -2758 2172 -770 -2702 -1809 1617 831 -1544 1723 -865 -1726 1447 753 -1865 -618 -221 690 487 -255 No trusses: 1 Maximum deflection occurred at bottom joint #3. Maximum Live Load Deflection of .299' (5/16), Index-.276, (L/1305) Maximum Total Load Deflection of .469' (8/16), Index-.288, (L/832) CLARY DIVISION LUMBER ' " TC BER - -—_ _ TRUSS: 348HV-15 T-9 -- PLATE TYPE: O.C. SPACING LOADING IPSP) Q ALPINE ENGINEERED PRODUCTS Inc V�000 2-0-0 2X4 #2 Os SP ENG. FOR TRUE TRUSS INC - $JS 1801 S. GSM PKWY, LL TC 30 GRAND PRAIRIE, Tx 75051 7•D OL TC 7 2X6 M1 Os SP BC LUMBER PROJECT: CENTEX 3702 A 6 C DATE: 27 Jan 1993 /� _ ' �S� 1214) 660-3940 L TE TRE`A: �- _ INC-.-FOR 51rL L1LAYOUT ID:. BC D WEBS OF/S-1 668 OL BC 10 2X4 #3 SP ADDRESS: SCALE: MEMBER TRUSS PLATE INSTITUTE 33.33 fUTAL 47 EXCEPT AS MAY 1)1- NOTED 1/8 �E�� / LLOWA STALL BE OF THE SPECIFIED WIN1wJM GRAUES. 5, C:,IRIEC TOP PR1}a HE tNSI"tE[,"t"'Ef OJCAtt,ON 10) ALL IC1511x1 IrxA46 MEMBERS A59.44CD TO BE CONI HAP,.,. SPECIES. MA)190 MA40JM Tr3ISIL$*CONTENT, OR SJCH CHAT THE JOINT E.ACEO 9i Ef t+rER 318" t011tiI P IWOOO SHEATHING, I/2' � IS OF nl•+HER ALLOWABLE STRESS YALUES. ALL 4L(95 Q50 B,: IC,P CHCRG SPLICES NUT RECLikdl+idG TO GCCUP t.1NJ WOWALt OR GRACING MEMBEPS SPACED 40' 0 C INA7). TEW. FOP OESILtt ARE BASED ON THE LATEST EDITION GF THE 014- DIRECTLY ABOVE A t'�:I,M Ch(WPDi`_Pt.1'.'F. INA.ESS HOTEL OTHERWISE, CUPAENT TPI T1ONAL USIOH STANDARDS PUBLISHED BY THE NATIONAL 7) 'J-eOOO APPROVAL U. HtPS 'JMC ?342, fHA TCB 2031, SBCC 111 AIL COMPRESSIGH CHORD MEMBERS ASSUMED TO BE COONIINIOUSLY151 THIS DESIGN CONFORMS FOREST PRODUCTS ASSOCIATION 7251. HOCA FILE BN:-1:5 BRACED BY EITHER 3/0" TMIN,) PLYNGOO SHEATHING, 1/2' YWS FDR METAL PLATE}COMCLE c 21 THIS DESIGN IS BASED Ot CLAP,CONNECTOR PLATES Oxv BT THIS TRUSS HAS SEEu t.ESIDUEO Fw TI+E LOADING SHOWN wRIHJ ORYWAIL OR SPACING MEMBERS SPACED At 16'0 C_ DUALITY STANDARDS FOR TRUSSES. 3T CONNECTOR PLATES SIZES ARE BASED ON AXIAL FORCES OA.Y. ON THIS DRAWING, 11�,T-Ak LAIJGN MC,US'E SHALL CONFORM 1.191. L#A.ESS NOTED OTHERWISE. 161 NO HERBER OF THE TRUSS MAY BE CUT OR NODIFIEU 4) CONHECIGQ PLATE SIZES ARE CALLED OW WIDTH IACROSS SLOTS} WITH THIS DESIGN 12} g8 111DICATES BEAPPAi LOCATIOtI. 17) SPECIAL HNJDLIN D CAPE SHOOED BE TAKEN OS+1110 SHIPPI(:i M_ B'V LENGTH TAL00 SLOTS} AND TNI ORIENTATION OF THE 91 THIS DESIGN IS APP#1':x9tE TO SHORTER SPAN TFA)SSES OF ENECIION OF TRUSSES SEE HIB-91 FOR PECOMMENDATIDNS SIZE CALL QUI Is THE DIM 110ft V THE PLATE I jWIN _!QENTIQAL LOADING c' ,'w Lt&j.('r, — BUILDING TYPE, ENCLOSED RESIDENTIAL -CONFIGURATION ANDOER LOAD1STRESSES SNOT USED.ED By FABRICAraT COX' STANDARD BUILDING CODE (SBCCI 1991) -REPETITIVE NEATER sFOP HANDLING LIN TRU NINA SPEED: !Ip MPH -ADDITIONAL REAMING FOR HATf1LINO TRUSSES IS[�SPONSTBTLITY OF FABRICATG4T, MEAN ROOF HEIGHT; i3 FT, -THIS TRUSS IS DESIGNED WILY FDR THE LOADS SHOWN, PROVISIDIJ FDR THE TRUSS LOCATION: ($e) FT, PREYENTIOH OF PaaINM,MUST BE MADE A140 IS INOT THE PESPOHSIBILIlf UPLIFT CONNECTION REQUIRED: 107ZIY OF THE TRUSS FABRICATOR OR CLARY.U NET HOMO PRESSURES BASED ON DEAD LOAD SHOWN SflE�OM� LOCATION, -ANTICIPATED HOPIzaTJTAL MOVEMENT UNDER TOTAL.LOAD- 196 SEE NOTES 10 AND If ABOVE FOR CHOnP PnACING >1r'pUIKMENTS, 9-5-ti 3-4-0 4-0-11 4-3-0 3-5-11 3-9-3 3 4-O 4-4-3 4-7-3 q — _ -- __ _. PAM pAM 1-5 14 1-5-14 74 PLF Max Haight 7-10-3 12 16 263! WIT 2841 111> 3x4 2660 f i 31t0 2571 302, 12 SFA 3x9 2760 �` + 2650 148#B,460 o *$ �`' ;j V '�x,3 ` 920 1017# 1221! 1300 97► 621 31# neu 400 1431! 13.5174% (3.5141% 1 4179 3x4 � 5x6 � 3x8 3x1 Ca 3x5 �c 31111�3 + 12 20 PLF ST �� 3-5-12 A=3_A 5-2-4 5-6-Q 6-8-0 6-4-6 3-1-_12 02 02 02 -02- 02 12 1-4-0 2x4 2x4 2x4 2x4 2x4 2x4 1-4-0 FOrCtSIL-A) 34-8-0 TOP BOT WEBS WEBS _._. -5205 4779 -277 106 -5205 2904 2275 -6ti -2815 2236 -750 867 -1934 1656 800 -2142 -1730 1362 -804 -t458 549 502 -1630 -595 159 -1256 -436 664 444 No trusses: 1 Maximum deflection occurred at bottom joint 03, Maximum Live Load Deflection of .293" (5/16), Index-,279, (L/1291) Maximum Total Load Deflection of ,46' (7/16), Index-.292, 11/822} Q ptV 3-25-93 WIIJD /41-F c_-j ^U _...S TRUSS: 34 & HV-13 T-10 yc��fj PLATE TXPE: R,C. SPACING i[OAOING SPSFk TC LUMBER `ri.. "^#IDIS Int V 000 2-0-0 t t TC gp 2X4 i2 N SP ENG. FOR: TRUE TRUSS INC - u- 7 p T, rC 7 aC LumSER PROJECT: CENTEX 3702 A & C DATE 27 Jan 1993 �n TNC. FOR STL t I CSC 0 2X6 01 QS SP LAYOt.IT TO: F 0 NNE85 ITC to 2X4 03 SP AGGRESS: SCALE; °} 47 FXCFF'I AS MAY e9F NOTFO II8 f I i 1) LU,BEP SHALL BE.OF THE SPECIFIED MINIIAM DRADES, 5) COIAICCTOR PLATES 5HA(N BE IHSTA1LEU 5HW4EIRICALLN 011 101 ALL TE1151UN(HURT)MEMP,ERS ASSUMED TO BE CONTItAXrJ5L 13) '0- INgICA TES LATERAL eRRCINq IE19fR (IAA MIN.! SPECIES, AND 192%AYIWJ MOISTURE CONTENT. OR SUCH THAT THE JOINT BPACEG BY EIIHEP 3/8" MITI) PL.'N K)D SHEATHIIq, 1/2' fA) INSTALLATION MAD ERECTION GF THE TWJSS, PERMNENNT, A1C 1S OF "i GIEP ALLOWABLE STRESS VALUES, ALL 'VALUES U5E0 61 1G C"1Jq SPLICES ANE NUT PECGWSENLEG TO OCCUR (MIN! DPYMALL DR BRACING MEMBERS SPACED 1G' 0 C IMAA). IEWPORAPI BRACING SMAILD BE DULE IN ACCGHDAIWE WITH FOP DESIGN ARE BASED ON THE LATEST EDITION OF THE 11.:- DIRECTLY ABUYE A 801104 CHORD SFLI'E. UNLESS NOTED GTHEPWISE CUPPENT TPI BRAC1t1r,AND EPECTIGN PLGLICATIGNS. I TONAL DESIGN STANDARDS WALT SeEO 8V THE NATIONAL 7) V-2G00 APPRO'YAL NUMBt RS. U6C 23A2. t"A TCB 201A. SBCC It) ALL COMPRESSION C"CRO MENHERS ASSUMED TO BE CONT IIx1DUSLYI5N THIS DESIGN COFORNS TO CURRENT IPI DESIGN SPECIFICA- FOREST PPUOICTS ASSOCIATION 7251, BOCA FILE 86-125 BRACED BY EITHER 3/8' (,MIN,) PLrWOGO SHEATHING. 1/2• TIC445 FOR ICTAL PLATE CONNECTED MOOD TPISSES AINO 21 1"15 DESIGN 15 BASED ON CLAP'(CONNECTOR PLATES ONLY BI THIS TPUSS HAS BEEN DESIGNED FOR THE LOADING SHOWN IMIN.1 DRYWALL OR 8RACIHG MEMBERS SPACED AT 16' O.C. DUALITY STANDARDS FDA TAMSES. 3) CO ACCIDR PLATES SIZES ARE BASED ON AXIAL FORCES 01&f. ON THIS DRAWING. IIISIALLAIIOI AIC USE SHALL COAQW INAA). UNLESS NDTEO DTICRMISE. S6) iq MEMBER OF THE TRUSS MAf CUT DR MODIFIED IN ANY MAr. 4! BY IECICA PLATE SIZES ARE CALLED OUT WIDTH (ACROSS SLOTS) WITH THIS DESIGN 12} INDICATES BEARING LGCATIGH. 17) SPECIAL HANDLING CAPE SHOULD BE TAKEN DURING SHIPPING ASID BY LEtGT" (KONG SLOIS) Wq THE ORIENTATION OF THE 9I Tn IS DESIGN IS APPLICABLE TO SnOPIER SPAN TRUSSES OF ® ERECTION OF TFVJSSES SEE"18-91 FOR RECGMMENDATIMS C LOADINGLNJ CONIF IG'JPAIjGIl. -CONF IGIMATIOI A14D LOADING SPECIFIED BY FABRICATOR V BUILDING TYPE: ENCLOSED RESIDENTIAL -REPETITIVE NEM8ER STRESSES 140T USED. STANDARD BUILDING CODE (SBCCI 1991) -ADDITIOUAL PLATING FDP HAP40LI14G TRUSSES I5 RESPONSIBILITY OF FABRICATOR. CODE: 11O MPH -THIS TRUSS IS DESIGNED OtILY FOR THE LOADS SHOWN. PROVISION FOR THE NINE 9STAN E HT FOCA GHPUOR BE OR AND IS NOT THE RESPONSIBILITY MEAN ROOF HEIGHT: 13 FT. OFTHE TRUSSFABR TRUSS LOCITION: (Se) area -ANTICIPATED HOPIZONTAL MOVEMENT TINDER TOTAL LOAD - 192' UPLIFT CONNECTION REQUIRED: 9&'70* AT EACH SUPPORT LOCATION, NET WIND PRESSURES BASED ON DEAD LOAD SHOWN BELOW. SEE NOTES 10 AND 11 ABOVE FOR CHORD BRACING REGUTREMENTS, RUN 4-3-8 4-2-8 4-6-0 5-4-0 5-4-0 5-4-8 5-7-6 1-5-14 02 02 02 #2 #2 74 PLF Max Height 6-10-3 12 6 364# 395# 39611 3x4 SXS 3221 \ 390# 12 d 304# 203# \� + + 6 316 14e# p N \\ \ + 1271 194# 184► 105# 31# ka \\ V � + 17640 1440# 13 5159% f3.5j 41% Site3x83x8 �4- 3x5 :. x11 y 3 0 3 3x5 12 20 PLF 3-1-12 4-3-8 8-8-8 10-e-0 7-10-4 0205 02 02 f2 1-4-0 2x4 2x4 2x4 2x4 34-0-0 Forces(L-A) TOP BOT REBS -5244 4815 -305 -5244 2717 2493 -2252 1957 -868 -2015 992 643 -1519 -471 81 -1698 -632 525 363 593 -2212 No trusses: 1 Maximum deflection occurred at bottom joint #2. Maximum Live Load Deflection of .279" (4/16). Index-.266, (L/13561 Maximum Total Load Deflection of ,437" (7/16). Index-.277, (L/866) Al REV 3-25-93 I, i OD A_Z_Fr� --�— CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF! TC LUMBER TRUSS: 34'8" HY-11 -ii ALPINE ENGINEERED PRODUCTS Inc V2000 2-0-0 LL TC 30 2X4 r2 O5 SP ENG. FOR: TRUE TRUSS INC - 1801 S, GSM PKWY. 8C LUMBER PROJECT: CENTEX 3702 A 6 C DATE: 27 Jan 1993 GRANO PRAIRIE. TX 75051 7'0 DL TC 7 2X6 #1 Os SP F (2t41 660-3940 L AYE AREA: -`L INC. VOii LAYOUT TO: STt_ LL BC 0 wEBS 1 592 33.33 ICL BC 10 2X4 63 SP JADORESS: SCALE MEMBER TRUSS PLATE INSTITUTE IUI AI 47 I EXCEPT AS MAY OF NOTFO 1/8 3Jj 1!'LUMBEA SHALL BE OF THE SPECIFIED MINIMUM GRADES, Fit CGxECTOR PLATE'., `PALL BE INSTMLEG 511941"ICMLY Off 101 M.L IEIIS1011 CHORD MEMBERS ASStRIED TO BE CONIINUCA)SLf 131 'A INDICATES LATERAL BRACING MEMBEF IIYI MITI SPECIES. AfG 192 MAXIMUM HOISIURE CONTENT, OR SUCH MAI IHE JOINT BRACED BY FIDIER 3/8" (Miff) PLeKODO SHEATHII43, I/2' 141 111STALLATIG14 AND EAECII011 GF THE TRUSS, PEPRM4:t1I. AIG IS Cf Hla,*R ALLOWABLE STRESS 'IALRES, ALL IALUES UStU BT T(,P CHCPO SPLICES ARE KNOT RECONAtIHLO TO GCC'UP MITI DRYWALL OR BRACING MEMBERS SPACED 10' 0.[ IMAY1. IEMPOPAPI BPACIrIG SoDULD BE DONE IN ACCGRGA110E WITH FOR DESIGN ARE BASED ON TrIf LATEST EDITION OF THE IIA- DIRECTL'r ABOVE A BOTTGM CHORD SPtl!F. INA ESS HOTED VtHEPWISE CURRENT TPI BRACINIO.MG ERECTION(PUBLICATIGIS. TIONAL DESIGNSTMNDAPOS PUBLISHED ey THE NATIONAL h V-2600 APPRONAI NVMBERS'. VBC 2342, FHA TCB 2014, SBCC 11) ALL COMPRESSK44 CHGFD MEMBERS ASSUMED TO BE CGITINVOUSLY151 THIS DESIGN CONFORMS TO CURRENT TPI DESIGN SPECIFICA- FOREST PROOUCIS ASSOC1At IO1. 7251. BOCA FILE Bb 1:5 BRACED Be EITHER 3/0" MI14.) PLYNOW SHEATHING, 1/2• TIGNS FGA METAL PLATE CONNECTED MOOD IAL'SSES AND 2) THIS DESIGN IS BASED Of CLARE CONNECTOR PLATES OINLY B) THIS TRUSS HAS BEEN DESIGNED FCA THE LOADING SHOWN (MIII.1 DRYWALL UP BRACING MEMBERS SPACED AT 16' O.C. O)ALITY SIANGAADS FOR TRUSSES. 3! COMIECIDA PLATES SIZES ARE BASED ON AXIAL FORCES OM.Y. Ott THIS ORAMITG. INSIALLAIION AND USE SHALL C(OWOWI IMAX), UNLESS HOTEO OTHERWISE. 46) TIO MEHBEA OF THE TRUSS MAf BE CUT OR MODIFIED IN MNf MAY. 4! CONECI GA PLATE SIZES ARE CALLED OUT WIDTH (ACROSS SLOTS) WITH THIS DESIGN 12) INDICATES BEARIIG LOCATIGI. 17) SPECIAL HAU LUNO CARE SHOULD BE TAKEN DIMRING SHIPDINIO All 8/LENGTH (ALONG SLOTS) MG THE ORIENTATION OF THE 9) THIS DESIGN IS APPLICABLE 10 SHUPIEP SPAN TRUSSES OF EPECTIGN OF TRJSSES SEE (IIB-91 FOR PECOMMENOAtIG6 SIZEOUT 15 THE DIRECTIC44 Of THE PtATF LFNGTM IDENTICAL LOAU1tL.E19,CGNFICJRpj Y1�_ _ -CCx IF IGURAT NOH ANG LOADIIIG SPECIFIED BY FABRICATOR Q -REPETITIVE MEMBER STRESSES IDT USED. BUILDING TYPE: ENCLOSED RESIDENTIAL -ADDITIONAL PLATING FOR HANDLING TRUSSES IS RESPONSIBILITY OF FABRICATGR. CODE: STANDARD BUILDING CODE (SBCCI 1991) -IRIS TRUSS IS DESIGtIED ONLY FOR TME LOADS SHOW. PROVISIO14 FOR THE WIND SPEED: !10 MPH PREVENTION OF PONOIIG MUST BE MADE AIO 15 NOT THE RESPOINS18ILIT! MEAN ROOF HEIGHT: 13 FT. Of IHE TRUSS fABRICATGR OR CLARY. TRUSS LOCATION: (Se) area -ANTICIPATED HORIZONTAL 14OVE14EIlT LINGER TOTAL LOAD - 25" UPLIFT CONNECTION REOUIRED: /CCJJ FT AT EACH SUPPORT LOCATION. NET WINO PRESSURES BASED ON DEAD LOAD SHOWN BELOW. SEE NOTES 10 AND i1 ABOVE FOR CHORD BRACING REQUIREMENTS. 3-2-8 RUN 4-3-8 3-8-0 4-10-1 4-11-13 4-10-1 4-4-8 4-7-8 74 PLF 1-5-14 02 /2 r2 02 12 02 12 Max Height 5-10-3 12 309/ 954! 3641 341/ 1 1 i i 24Bi 321 12 N 3x♦ 6 p 26717 i 1600 1480 + SG71 3151 90/ 961 3371 851 f 4,1 1602/ 1 v o 16021 13 5153 9x12 3X4 3X4 3x7 5x6 3x4 !,� 13.51 462 3x12 0 3 12 20 PLF 4-3-8 6-8-8 4-10-1 4-11-13 4-10-1 9-0-0 02 02 12 02 -- #2 1-4-0 2x4 2x4 2X4 2x4 2x4 34-8-0 — - Force5fL-R) TOP BOT NESS WEBS -5921 5437 -268 302 -5921 3420 2470 -355 -3026 2706 -909 -3102 2997 677 -3102 2399 540 -2996 2712 -365 -2683 140 -3033 -459 017 NO trusses: 1 Maximum deflection OCCUrred at bottom 10int 04. Maximum Live Load Deflection of .389" (6/16), Index-.337, (L/1069) Maximum Total Load Deflection of •61" (10/16), Index-.352, (L/6821 CLARY DIVISION PLATE TYPE: —_. -0-.-C.-SPACING-_ _--_--G IP..SP! TC_ -LUMBER------ 34'8' 9 MV- T-12 LOADING ALPINE ENGINEERED PRODUCTS Inc 2X4 s2 Ds SP ENG. FOR: TRUE TRUSS INC 1801 S. GSM PKWY. SC 2-0-0 LL TC 30 -- GRAND PRAIRIE. Tx 75051 7,O OL TC 7 8C LUMBEa PROJECT: CENTEX 3702 A 6 C GATE: 27 Jan 1993 n 1214) 660-3940 PCATE AREA; INC.-FOA STL Lt. BC 0 2X6 Y1 DS SP LAYOUT 10: F y� wEBS 658 ;GL BC 10 2X4 i3 SP AODRESS: ATE: MEMBER TRUSS PLATE INSTITUTE 33.33 TDTAL 471/8 EXCEPT 4S MAY BE NOTED M') I! LUMBER SHALL BE OF THE SPECIFIED MINIMUM WADES. 51 CGtl1ECTOR PLA It`, `.MALL HE IHS IAt IED S1I44LIR ICALL r All 101 Ott TE1451011(:IDM;ME14IEWS ASSt"U TO BE C014TINUOUSLI 131 /" INOICATES LATERAL SPACING MEMBER (tA4 MIN.) SPECIES. A14D 192 MAXIMUM MOISTURE CONTENT, W SUCH THAT. INC JOINT DRACFD By EIIIIER 3/8" (M)III PL "DOD SHEATHING. 1/2' MAI INSTALLATION AID EPECTIC41 OF TIME TRUSS, PEFALMAENI, AIA 1S OF NIG"EP ALLOWABLE STRESS VALUES. ALL 'VALUES USED 51 MGP C"GPO SR-ICEF' AN NOT RECOM""I'to 10(,CCUR I411H DRYWALL OF BNACItIG 14EMSEHi SPACED 10' 0 C (MAX,, TE MPCPAPY BPACING SIOU4_0 BE DONE IH ACCONLANCE MIT" FOR DES(GII ARE BASED DNI THE LATEST ED 71011 OF THE NA GIRECTL'r ABOVE A DDiIOM CHONG SPl I'.L. UNLESS NOTED Ii THFAWISE _UPREIIT TPI SPACIIIG MD ERECTION PUBLICATIUIS, IIOIAL CE S IGIL ST AIDAROS PUBLISHED By TME NATIONAL 71 V-2000 APPROVAL MMAHERS, 'AC 2341. EHA ICU 2014. SBCC 11) ALL COMPRESS I Oft CHORD MEMBERS ASSUMED TO BE CO7IIN'JDUSLM51 fmIS DESIGN CONFORMS TO CURRENT TPI DESIGN SPECIFICA- FUPEST FRUGUCTS ASSGCIAT/O! 7251. BOCA FILE HN,-125 SPACED B/EINIEP 3/B'• IMM.) PL+HOED SHEATMitlG. 1/2' I1ONS FW METAL PLATE CONECTED 1050 TRUSSES AIA 21 iH15 DE SiGN 15 BASED ON CLARY CONNECTOR PLATES OxY BI THIS TAUS5 HAS BEEN OESIGOED FOR lt•E LEADING SHOWN IHiR.I OR YWAII 0R BRACING MEMBERS SPACED AT f6' O.C. DUALIT r SIAIDARDS FOR MSSES. 3! COIECIW PLANES SIZES ARE BASED O/AXIAL FORCES ONE r, aN IN 15 OR W116 11-STALLATICII AIA USE SMALL CCIEOWA IMAM, UAES5 VOTED OTHEPWISE. 151 TD MENGEA OF THE TRUSS MAI BE CUT OR MODIFIED IN ANY WAN. 4! COKE CI GR PLATE STIES ARE CALLED OUT WIDTH (ACRGSS 5L OTS) WITH THIS LESIC44 12) INDICATES !TEARING LOCATION. 17) SPECIAL HA CARE SHOULD BE TAKEN OUR 114G SHIPPING Alto BY LEt L" IALONG SLOTS] AIA TME DPIENTATION OF THE 91 in iS DESIGN IS appLICABLE TO SHOPILR SPAN TRUSSES OF ERECTION OF TRUSSES SEE HIB-91 FOR RECOMMENDATIONS SIZEC R C O! _ IDENTICAL LOAGjI!,�[.NO CINIF IGIMALLj+�_ -CONFIGURATION AND LOADING SPECIFIED 81 FABRICATOR p REPETITIVE I4EMBER STRESSES NOT USED. .E-D BUILDING TYPE: ENCLOSED RESIDENTIAL -AODIT I OFIAL PLATING FOR HANDLING TRUSSES IS RESPONSIBILITY OF FABRICATOR. CODE: STANDARD BUILDING CODE (SHCCI 1990 -THIS TRUSS IS DESIGNEE)GNLY FOR THE LOADS SHOWN. PROVISION FOR THE WIND SPEED: 110 MPH PREVENTION OF PONDING MUST BE 14ADE AND IS NOT THE RESPONSIBILITY MEAN ROOF HEIGHT: 13 FT. OF THE TRUSS FABRICATOR OR CLAR'f. TRUSS LOCATION: (Se) area -ANTICIPATED HORIZONTAL MOVEMENT UNDER TOTAL LOAD - 279' UPLIFT CONNECTION REQUIRED: BOf'AT EACH SUPPORT LOCATION. NET WIND PRESSURES BASED ON DEAD LOAD SHOWN BELOW. SEE NOTES 10 AND 11 ABOVE FOR CHORD BRACING REGUTREMENTS, 3-4-8 RUN 4-3-8 4-8-8 4_7-2 4-8-14 4-8-14 4-7-2 3-7-8 74 PLF 1-5-14 02 #2 02 e2 #2~ Max Height 4-10-3 12 Q B 344/ 345# 3511 3459 2950 12 248# t 3x4 3x46322# \ A 123# -- - - $*� 1480 t in 0 3'►6 �� 87/ 93/ 93# 95/ 93# 1140 561 � i 400 16021 13 5163% f I 9x12 3x4 V 3x4 3x0 5X6- ' 3x4 3x7 ,1 13 020 1462 3,,12 a 3 12 20 PLF 4-3-6 4-9-a 4-7-i 4-41-14 4-4-14 4-7-$ 7-0-0 - e200 02 e2 e2 12 02 1-4-0 2X4 2x4 2x4 2x4 2x4 2x4 34-8-0 -- --- -" Forces(L-P) TOP BOT WEBS WEBS -5923 5439 1321 1246 -3451 5297 -2278 243 -3832 3086 631 -273 -4007 3831 937 -4007 3577 -475 -3578 2586 217 -2892 2625 -352 -3160 533 -663 No trusses: 1 Maximum deflection occurred at bottom joint /4. Maximum Live Load Deflection of .455' 17/16). Inoex-.395, (L/912) Maximum Total Load Deflection of .715' (11/16), Index-.413. (L/582) RECOMMENDED CAMBER: .39' _ ------ - --- ---- (tJ CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING IPSFJ TRUSS: 34'8' MV-7 T-13 ALPINE ENGINEERED PRODUCTS Inc TC LUMBER "RAND801 S. GSW PKWY. V�000 2-0-0 LL TC gQ 2X4 M2 DS SP ENG. FOFt TRUE TRUSS INC - CLPRAIRIE. Tx 75051 _ 7_•0 SOL TC 7 BC LUMBER PROJECT: CENTEX 3702 A 6 C GATE: 27 Jan 1993 � 2X6 #1 OS SP 'c�OF 1214) 660-3940 PLATE AREA: � INC. FOR $TL LL BC 0 LAYOUT ID: � wEe$ __._ - 690 OL BC 10 2X4 #3 SP ADDRESS: SCALE: MEMBER TRUSS PLATE INSTITUTE 33.33 TO AL q7 1/8 EXCEPT AS MAY BF- NOTED If it Is1 LUMBERSHLL BE OF THE SPECIFIED MINI MJ4 GRADES. 5! COIEAT .XCTOP PLES .t 1 BE 1115141 IEU S—EIR CALL' ON 10; ANL IEIISIGI CN4TIMU MEMBERS ASSUMED 10 BE COII13 INUOU5LI 1 -' INDICATES LATERA& SPACING MEMBER 1f ,i MIII.i SPECIES. AND 191 MAXIMUM MOISTURE C01'TEHI. OR S•JCH H,AT THE JOINT bE,ACED BY EITHER 3/8" (0114) PLIW000 SHEATHING, 172' 14) INSTALLATION,AD EACCl ILII OF THE TRUSS. PERMM+EIIT. MID 15 OF HIGHER ALLOWABLE STPESS YKILS. ALL TALLIES USED 6, HGP CNOPD SKICES ARE NUI PEC OMt 4E N[+EO IU tF_CUP ININII DRYWALL OR BRACING MEMBEPS SPACED 10' 0 C. INAXI. TEMPC41APY BPACINS SHOULD K 0011E 1N ACCOPOANC'E Ml I. FOR DESIGN ARE BASED ON THE LATEST EDITION CIF THE Ila- ,IPECTLI ABOiE A hUITGN CHORD SfItVL UM*ESS NOTED 0THERM ISE. CURRENT TPI BRACING ANDERECTIOII PUBLICAIIU45. TIONAL USI G/4 STANDARDSR6LI SHED BY THE NATIONAL 71 `1-1000 APPROVAL W48LRS UBC 2342, fHA TCB 2014. SBCC ill ALL COMPRESSION CHORD ME14BERS ASSUMED TO BE CDNTINxDUSLY151 THIS DESIGN C011FDPM5 TO CIPFIENT TPI OESIUI SPECIFICA- FOREST PRODUCTS ASSOCIAI104. 7[51. BDCA FILE HE I,!, BMA CED BI EIIHER 3/0" 1NIN.) PLINDOD SHEATHING. 112' T1014S FOR METAL PLATE CONNECTED WOOD TRUSSES AND 21 THIS DEST"I IS BASED OIL CLARY CONNECTOR PLATES ONLY GI THIS TpJSS HA BEEN DE SIGNED FOR THE LOADING SH0W4 IMI H.I DRYWALL OR SPACI46 MEMBERS SPACED AT 16• O.C. OIALIIV STANDARDS FGR TRUSSES. 31 CONECTOP PLATES SIZES ARE BASED ON AXIAL FORCES Ok I, 011 THIS DRAWING. INSTAL.LATIGN AND USE SHALL CONFORM IMAX!, LxLESS NOTED OTHERWISE, 16) NG MEI4SEA OF THE TRUSS MAI BE CUT OR MODIFIED IN ANY WAY. 4! CONE CT On PLATE SIZES ARE CALLED OUT BIOTA (ACROSS SLOTS) WITH THIS OESION 121 Be INDICATES BEAPID LOCATIC44. 17) SPECIAL HANDLING CARE SHOILO BE TAKEN DURING SHIPPING AND BV LENGTH IALOG SLOTS! AND THE DPIENTAT ION OF THE St THIS MS104 IS APPLICABLE TO SHORTER SPAN TRUSSES OF ERECTION OF TTMJSSES SEE HIB-91 FOR RECOMMENDATIONS C J t EIL -C011FIGURATIOU AID LOADVIG SPECIFIED BY FABRICATOR BUILDING TYPE: Enclosed Resldentlat -REPETITIVE HEATER STRESSES HOT USED. -ADD PLATING FOR NAPIOL 1fW TRUSSES IS RESPONSIBILITY OF FABRICATOR. CODE: Standard Bultding Code (SBCCI 1991) -ANTICIPATED HORIZONTAL MOVEMENT UNDER TOTAL LOAD - .133' WIND SPEED: 110 mph MEAN ROOF HEIGHT: 134 TRUSS LOCATION: (Se) area UPLIFT CONNECTION REQUIRED: q y att AT EACH SUPPORT. NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW SEE NOTES 10 AND 11 ABOVE FOR BRACING REQUIREMENTS. 2-8-8 129.5 PLF RUN 4-3-8 6-9-4 8-11-0 6-11-0 7-0-12 74 1-5-14 02 02 _— 2x4 2x4 A-0 Max Height 3-10-3 920 631# 0860 896# 006# 4380 i L f 1 i 12 2480 4x4 7x5 4x4 6x8 1480 .31,16 --- - - # m 1 670 442# 2401 2420 2400 118# 10 ._.� 4 ------- N o 400 2835# m I 12X8 4x4 4x4 6x7 f (3 5)40 8x7 26860 3x12 ��CC .\ 11.51 THX a 3 1v 12 2-8-8 20 35 ELF 4-3-8 6-9-4 6-11-0 6-11-0 7-0-12 7- -O 1-4-0 34-8-0 296# —� F0rCe5(L-R; TOP 80T WEBS WEBS -11180 10307 2567 7011 -7658 9999 -3380 -2718 -9958 5858 1687 -9916 9957 3292 -9916 6630 -872 -6631 0 -46 -897 3481 -2040 t No trusses: i Truss designed to support 5-0-0 )ack system with Outrigger Maximum deflection occurred at bottom )Dint 04. FASTEN TOGETHER WITH: 2 Members Required Maximum Live Load Deflection of .467' (7/16). Index-.404, (L/891) TOP 10d NAILS 12"0.C. Maximum Total Load Deflection of .732' (12/16). Index-.422, (L/568) / BOT 10d NAILS 12"O.C. RECOMMENDED CAMBER: .4" WEB 10d NAILS 12'O.C. FASTEN AT OR NEAR ALL PANEL POINTS. — -- AI?F_ 3-25-930$,, DO,NOT NAIL OR BOLT THROUGH TRUSS PLATES. CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBER TRUSS: (--N34*8" HV-5 T-14 ALPINE ENGINEERED PRODUCTS Inc `f V�2000 2-0-0 LL rc gp 2x6 ri Ds SP ENG. FOR: TRUE TRUSS INC - �f 1801 S. GSW PKWY. BC LUMBER PROJECT: CENTEX 3702 A 6 C DATE: 27 Jan 1993 GRAND PRAIRIE, TX 75051 7"0 JDL TC 7 2X6 r1 Ds SP LAYOUT TO: (214) 660-3940 PLTE AREA: -INC_.--POA Sii. LL BC 0 WEBS LAYOUT __ 814 ,ADL BC 10 2X4 03 SP ADDRESS: SCALE: MEMBER TRUSS PLATE INSTITUTE 33.33 IUTAI 4/ FxCFPT Al, Mf,'r l4= NO1 Hi i 1/9 I + �1!11� LUHBEP SMALL EE OF INE SPECIFIED MINIMJM GRADES, 5) LGMIECTOR PLACES S�,AIL BE INSTAI.t I SeI+PE iRICA4r Ort 10I Att IfItSIOMM 0"40 MEIBERS ASYN40 TO BE Lta.- SPECIES, MAD 19%MA71H'.M M9IS'UK CWTENT, OR SUCH IHAt TME .DITO BRACED ev EIIHEP 308" (MBI) PC,#"SHEAT"103. It, I5 OF HIGHER ALLONABLE 51AESS VALIES, A,I.VALUES WW B3 Ti:P CHUMS SPLICE`i AK HOT HECOMtMfHL:ID TO 6CC9P }MINI DFI�94L OH w+ACINI MEMBE45 SPACED 10- A C TMAA). POR DESIGN ARE BASED ou TIE LATEST 9011100 OF THE tu- 01HECTLI A004A MCI TOM CHaRO SPLIttL UM ESS NOTED OTHERWISE- CUP14O, TIOHAL GESIGM STANDARDS PJB"wo by trE 4AII(NMAL 71 V-ZGOO APPROVAL 01,MBERS, :BC 2342, }HA TCB 2014. SBCC III AML COMK'RESSION CHGRD MEMBERS ASSUMED TO BE CC417IIxDUSL ti51 THIS OESIGH Lew.. FOREST PPOCUCTS ASSGCIATIIXM 7251, BOCA FILE PC 12S SPACED By EIIHf.R JIB" eMIMj PL+HOCA SHEATHING, 1J2- 110"s FLA METAL PLAIt . '-) THIS DESIGN IS BASED UN CLARt COTIIECTOP PLATES OMLt 91 THIS TWJSS HAS BEEN DESIGNED FOR THE LGAOING SHOWN -MIN.1 ORfWALL LAT BRACTrxi MEMBERS SPACED AT IS" a c. QUALITI STANDARDS PDP TRUSSES. 311 CONNECTOR PLATES SIZES AIME BASED O+AXIAL FORCES OTt'. Olt THIS 04ANITsU 1t$STALLATION AID USE SHALL.CONFORM IMA$t, U1E55 NOTED DTHERMISE, 16) NO MEMBER OF THE TRUSS MAI BE CUT OR e,..... 4I C(LIECTCA PLATE SIZES APE CALLED MR WIDTH IACRDSS SLOTS) NITA THIS DESIGN 12) ® INDICATES SEARINO LOCATION. 17) SPECIAL HATIOLLW CAPE SHOLLD BE TAKEN DURING be LENGTH tALOMG SLOTS) AND THE 00MIATION Of THE 9! THIS OESIGII IS APPLICABLE TO SHORTEP SPAR TIKISSES OF ERECTION OF TRUSSES SEE H111-91 FOR PECOMMEMDATIOHS CIZf CALL QUi I�CME OI(E4T tats OF TT£,It Ai 4E;NDTH IQANTICAL t.OADI/LG 440 CONFIGUPATIQNy -CONFIGURATION AHD LOADING SPECIFIED BY FABRICATOR (BUILDING TYPE: Enclosed Residentiat -REPETITI7E MEMBER STRESSES NOT USED. CODE: Standard BUitdi Code {SBCCI 1441) -ADOITIONAL PLATING FOR HANDLING TRUSSES 15 RESPONSIBILITY OF FABRICATOP. -THIS TRUSS IS DESIGNED ONLY FOR THE LOADS SHOWN. PROVISION FOP THE MIND SPEED: 110 no PPEVENTION OF PONDING MUST BE 14ADE AND 15 NOT THE PESPONSIBILTTT MEAN ROOF HEIGHT: 134 GF THE TRUSS FABRICATOR OR CLARY TRUSS LOCATION: (Se) area UPLIFT CONNECTION REQUIRED: { `JZ AT EACH SUPPORT. NET MIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW SEE NOTES 10 AND 11 ABOVE FOR BRACING REQUIREMENTS. J 4-7-e 4-4-e 5-3-1 5-4-13� 5-4-13_ 5-4-13 5-6-9 74 PLF 3-5-14 02 /2 y - /2 Max Height 4-10-3 3560 3940 4001 4004 394# 494# + + + + + + 12 c' 6 Fl- � 3x4 N lx(nt 3x5 axe 322# + 1604 f �\ 86# 141# 107# 408# 1060 1071 53# 16640 16650 T )3.5)66% (3.5166 3x1 3x4 3x4 5x6 3x5 3x@ M x N 20 PLF - T! 9-0-0 5-3-1 5-4-13 5-4-13 5-4-13 5-fi-9 1-4-0 36-0-0 -� ----� -- — Forces IL-R) TOP BUT Wes WEBS -3172 2836 -355 -1312 -2822 2523 307 2250 -3223 3222 920 -1613 ^3341 2848 -493 -3341 1748 153 -2649 O -401 -1749 840 -810 1433 No trusses: I Maximum Deflection Occurred at bottom joint #4. Maximum Live Load Deflection of .27" 14116), Index-.225, (L11600) Maximum Total Load Deflection of .423' (7116), Index-.235, (L/t021) RICH 3-25-93 0"'a , --"N PLATE TYPE; Q.C. SPACING LOAO[tNi IPSF} TC LUTteEA TRUSS: 36'0" MH-9 1-c� "�rx3UCT4 IMC � Y 2000 2-0-0 ILL TC 3Q 2x4 f2 Os 5P ENG. FtMt TRUE TRUSS INC - 7.0 OL TC 7 BC LUMBER PADJECT: CENTEX 3702 A & C DATE: 27 Jan 1993 INC.FOA STt LL OC 0 +EBS 2x4 /2 N SP LAYOUT TDs 7! 1 GL BC 10 2X4 03 SP AOOAE55; I IOTAI 47 FXCI-PT AS MAY 131 NtJTE[I 1 - 1!8 II LUMBER SHALL BE OF THE SPECIFIED HINIIFJM 6PAOES. St CF11NECTOA PLATES SHALL BE IINStAILED SfM14EIRICALLI OH 101 ALL IEIISIOI(:HURD MENKAS ASSLW4ED TO BE CO14TIt4UO1JSL+ 131 � 11101CATES LATERAL SPAC11G MEMBER (144 MIN SPECIES, AIX), 19%MAf]WJ MOISTURE CONTENT, OR SUCH tHAT 7n, JOINT BRACED.OV EITIER 3/B" 1141111 PL+WOJD SHE ATH1113. 172- 14) INSTALLA/IGN AND ERECTION OF THE TRUSS, PERMANENT AID IS OF n'GnEP ALLOWABLE 57PESS VALUES. ALL 'VALUES USED b, ILP Ch6PG SPLI�E`� AHE/TOT PECOMIENI$D IU':>CCUA IMIi11 UPfWALL. OR SPACING MEMBERS SP CEO 10' O.C. IMAM, IEMPGPFPI BRACING SNOL&D BE DOE 111 ACCGPGFucE 011" FOR DESIGN APE BASED 011 TnE LATEST EDITION OF THE 114- LI HECTL'V ABOA A NUITGM CHORD SPLT!:E. UNLESS 140TED OTHERWISE CUPPENI TPI BRACING AND ERECTION PUBLICATIONS T I O" L DESIGN BASED PUBLISHED a. THE I4ATIONAL 71 V-2600 APPROVAL 1—HERS, UBC 2342, FnA TCU 2014. $8CC 111 Alt.CGWPESSI(x4 OK,4D MEMBERS ASSUMED TO BE CO4TItCJOUSLn54 THIS DESIGN CDtAFDRMS TO CURRENT TPI DESIGN SPECIFICA- FOREST PRUDUC IS XSSOCIATIO14 7251, SOCA FILE dG-125 BRACED BV EITHER 3/0" IMIN.) PLVHGW SHEATHING. 1/2' TIC445 FGR METAL PLATE CONNECTED NOGG TNA:SSES All, 21 THIS DESIGN IS BASED OI CLARY CCANECTOP PLATES ONLYdl IN IS TRUSS HAS BL EN DESIGNED FC44 THE LUADIIG SHOW4 ININ.I ORVWAIL OP BRACING MEMBERS SPACED AT 16' o.t. OUALITV STA14DARCiS FCA TRUSSES. 31 COtECT3R PLATES SIZES ARE BASED 41N AXIAL FORCES 014.1. ON THIS DRAWING. INSTALLATION AND USE SHALL CONFORM IMAX). 1NLE5S NOTED OTHERWISE. I6) NO NE1.48ER OF TIE IRUSS MAV BE CUT CA MODIFIEO IEE At4f MA4. 41 CO4ECTGR PLATE SIZES ARE CALLED OUT WIDTH IACPOSS SLOTS) WITH THIS(E51314 121 INDICATES BEARING LOCATION. 17) SPECIAL HANDLING CARE SHOULD BE TAKEN(TURING SNIPPING AN B+LEIGTn IALONG SLOTS) ANG 111E ORIENTATION OF THE 91 lnlS DESIGN tS APPLICABLE TO SHUPTEP SPAN TPUSSES OF EPECTION OF TPUSSES SEE MI0-91 FOP PECONMENOAIIONS SIZE C ION OF 7HE KATE LENGTH IDENTICALI AND CONF IGUPAT1G11 -0044F IGLIRAiTON AIJD LOADIIIG SPECIFIED By FABRICATOR A BUILDING TYPE: Enclosed Residential -REPETITIVE MEMBER STRESSES NOT USED. -ADDITIONAL PLATING FON HANDLING TRUSSES IS RESPONSIBILITY OF FABRICATOR, CODE: Standard Building Code (SBCCI 1991) WIND SPEED: 110 mph MEAN ROOF HEIGHT: 134 TRUSS LOCATION: (Se) area UPLIFT CONNECTION REQUIRED: /32S S AT EACH SUPPORT. NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW SEE NOTES 10 AND 11 ABOVE FOR BRACING REQUIREMENTS. 3-2-8 165.5 PLF RUN 3-9-e 5-7-11 5-9-10 5-9-10 5-9-10 5-1f-6 74 1-5-14 002 2x4 2X4 7-4-0 Max Height 3-10-3 1291 7191 9540 9660 9561 9540 471• 12 / Z244X4 7x5 4x4 4x74x5 13 I 0 m \ / 1560 7111 258# 261# 2611 2581 127► mI 4 1 v 35521 37941 3X4 3x8 4X7 (3.5170% (3.5)75 3x9 6x8 6X7 � N 45 PLF 7-0-0 5-7-14_ 5-9-10 _ 5-9-10 5-9-10 5-11-6 1 20 02 12 12 02 7- -0 1-4-0 36-0-0 514f Foruri(L-A) TOP BOT WEBS REBS -7508 6715 -265 -2940 -7254 6487 845 6301 -9201 9200 3191 -3668 -9977 0720 -1423 , -9977 5430 906 -8721 0 -967 -5431 1468 -1725 3842 No trusses: i Maximum deflection occurred at bottom joint 04. Maximum Live Load Deflection of .356" (6/16), Index-.297, (L/1213) FASTEN TOGETHER WITH: 2 Members Required WITH: Maximum Total Load Deflection of .558" (9/16), Index-.3t, (L/774) !V"' TOP 10d NAILS 12"0 C. BOT SOd NAILS 12'0-C. WEB 100 NAILS 12 p FASTEN AT OR NEAR ALL PANEL POINTS. [�RET/3-2.5-1301AD ALF DO NOT NAIL OR BOLT THROUGH TRUSS PLATES. CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING IPSF) TC LUMBER TRUSS: 36-7-06' MH-7 T-1 ALPINE ENGINEERED PRODUCTS Inc V�000 2-0-0 LL TC 30 2X6 #1 Ds SP ENG. FOR: TRUE TRUSS INC - 1801 S. GSW PKWY. BC LUMBER PROJECT: CENTEX 3702 A 6 C DATE: 27 Jan 1993 GRAND PRAIRIE, Tx 75051 7.0 OL TC 7 1214) 660-3940 AREA: -- -INC.-EOR STI- LL BC 0 WEBS 2X4 tY2 DS SP LAYOUT I0: 'y7Fr� 670 I OL BC 10 2X4 #3 SP ADDRESS: SSCALE: MEMBER TRUSS PLATE INSTITUTE 33'33 IOTAI- 4-11/8 FXCFPT AS MAY NF NOTED (�-161 rv. ice% E 'r 00 MAP SHOWING LOT _ .wBLOCK AS SHOWN ON MAP OF AS RECORDED IN PIAT BOOK PAGES '' OF THE CURRENT PUSUC RECOR[x OF txNAL CO.,FLA. FOR: inFAIrfe dMAM Y 4U4AM rAXV NOTE: BEARINGS SHOWN HEREON ARE BASED ON THE ABOVE ED PIAT. AIOA?r.Al iso sW7774-7, -,r 77��4� •PIP 0 �r.cFiwYlN fC • 40WAUci.V4 Mr /,pfd IOg W for �$ 3 CITY OF + 600 SEMINOLE ROAD ATLANTIC REACH,FLORM 32233-5135 ^_v TELEPHONE(904)247-5800 FAX(904)21x5805 NOTICE TO: Water Department FROM: Building Department DATE: -7_96 - Please be advised that the final building inspection has been completed on each of the following addresses and construction water is no longer needed: Permit Number Address e Sincerely, Building Department Tatifiratt of (Orrupang (fitu of Atlantic Ntar4 -- Nforiba 0tvartmut of Nuiibing nspurtinu This Certificate issued pursuant to the requirements of Section 103.8 of the Southern Standard Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances regulating building construction or use For the following. Use Classification Singi Family ResI deuce Bldg.Permit No, 312 0 Group'•f rime Type Construction = • Fire District Atlantic Bea! h -10—South oirt D rive South Owner of Building ✓ aex eaL Address sc xr a 17 24+6 Buiidipp Address 165 s.:i1 Nide brave Locality Atlantic Beahta, H 32223 By: DMN C. FORD "Building Official 1 -. Date: f POST IN A CONSPICUOUS PLACE CITY OF ��fisi�l�C �tfdGiClJf•�Qi�+i�tQI�ICI �� :� Office of Building Official ` REQUEST FOR INSPECTION Date f '' Permit No, 0 Time 1 } t A.M. Received f t� PM.Job Address / Locdljty Owner's Contractor BUiLDIN CONCRE41 ELECTRICAL PWMI31 G �' MECHANt g C; Footing u Rough Wiring L. it Cond.& i As Roofing t Slab r� Temp Pale Top Out beating Insulation Lintel Final Sewer Fire Place Pre Fab READY FOR INSPECTION A.M. Mon. Tues. Wed. Thurs, Friday P.M Inspection Madea C''' S�r' M Inspoctov mai Inspection I it:ate of t3ecupancy �"`} CITY OF Office of Building Official Q j REQUEST FOR INSPECTION C1 Date �/ r Permit No. Time AM Received c P.M. _ }} Job ress Locality .y Owner's Name _Contractor 7 BUILDt� CONCRETE ELE fC PL MBI M FramingFooting Rough Wiring C Rough C Air on . 9 �' 9 9 9 Re Roofing C Slab C Temp Pole ! Top Out Heating Insulation E Lintel Final F- Sewer Fire Place Pre Fab ,cam READY FOR INSPECTION Mon. / Wed. `f��I Thurs. Mayr P. Inspection Made P.M. Inspector �- Final Inspection Ir Certificate of Occupancy C �����—+��•� Date OF -7- P ,e ADDITIONS or CORRECTIONS D • NOT REMOVE [:)0�114DDI:ISS / DATE THIS JOB HAS NOT BEEN COMPLETED The following additions or corrections shall be made before the job will be accepted l/�`�•�'-'S mss.�.. �.. -- 01 .�ia It is unlawful for any Carpenter, Contractor, Builder, or other persons, to cover or cause to be covered, any part of the work with flooring, loth, earth or other material, until the proper inspector has hod ample time to approve the installation. ,,�,/j�� ,{{.��,,��,,,��,� , After additions-or corrections have been made, call AO/' oe d�' .BQilding Department for an inspection. Field Inspectors are in the office from- to�,44�pe Monday through Friday. PLUMBING ELEC BLDG B-4 PRESS HARD-USE BALL POINT PEN - i-:ct—z,EkVlGL DIVISION JACK`:,CJNVILLE ELECTRIC AUTHORITY L3U WEST DUVAL STREET JA--K uNVILLE, FLORIDA 32202 THE FOLLOWING FINAL INSPECTION(S) HAVE BEEN MADE AND ARE -DATI 'DFACTORY : ----------------- ------------------------------------------------t - t --------------------------------------------------- ---- -- --------------------------------------------t -------------------------------------------------- Enclosed are the blue copies of the permits. 3.NCER�LY, BUILDING INSPECTION DIVISION cc : FILE TRANSMITTAL DOCUMENT FOR JEA DATE: & r .' / The following permits have passed "rough" inspection: Permit No. Address ry w a 5352 / 52 J Rnsx1cm@a cexxxx3cx42ba�ue*=9pdxmxscfxxbxex- - xjmb4=. Please update your records accordingly. BUILDING CLERK CITY OF ATLANTIC BEACH /vcb 4 CITE OF Office of Building Official REQUEST FOR INSPECTION 7 Date �/ � � Permit No. Time / :' f A.V.; Received Job Ad'r— Locality Owner's Name _ r ctor _. --- BUILDING CONCRETE EL RICA+ - PLUMBING MECHANICAL Framing Footing nng Rough Air Cond. & Re Roofing Slab Temp Pole -' Top Out - Heating Insulation Lintel Final Sewer - Fire Place Pre Fab READY FOR INSPECTION Mon. Tues Ned, Thurs. Friday -_P.M. t _ A.M. lnsper,Uon Made Final Ins ectionx Certificate of Occupancy t)"tc _ CITY OF A ealcA-0;&UC& Office of Building Official REQUEST FOR INSPECTION Date `^— Permit No. Time A.M. Received P.M. Job Address Locality Owner's Name Contractor BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing E Footing Rough Wiring Rough ❑ Air Cond. & Rg eofiniJ — ti6"`` Slab Temp Pole _ Top Out Heating nsulation a Lintel _ Final _ Sewer n Fire Place r Pre Fab READY FOR INSPECTION Mon. Tues. Wed. Lhs. Friday M. A.M. Inspection Made P.M. inspector Final Inspection Certificate of Occupancy ❑ Date 8374�, pEPApTMENT OF BUILONG CITY OF ATLANTIC BEACH' DR ,Pe�r�ia t Num aor: 537 ATLANTIC SR iCR r FLORI)A 32 33 I P it TTpe: NECK ICAL' �ZAL DESCRIPTION, ------- ��� !��, - : _w- ._� ,.� 1 or a Lot ., B. la,ck. sctiotr . -Cops-tr., Type: WOOD ,�'� R i : : .dI Use; STROI+E. PARTLY T w.nship sa Iir 'carie: t su)Aivision: l.va 1 Trapr+ov . Cost 'Total l "Fees Amt�aunt Paid: $3"t .flt? 37 .00 i NATER impAcT FEE E DRIVE � , , ACTT FLORIDA 32v `I1I?ATFE $0 .00 Wi TE TAP � �.� . oa Ph I PORxATIO . �.. DO, T & AI '; � CAPITAL, . IKPRCV'E. $0 .00 Add �4 LEAN SCA SEER ''TAP $0.00 . V, pw HYDRA" ;SHA.R�E -. .�., "tJ . . :. '12iase; CA `i4 3 Types: CR45S" CC3iNFCTI,4N $0 .00 E RC+R I `7 C*C FEE 0th 6 CT., I3RCRARC - . NOTICE' ALL C4MCRiTE FORMS AND FOOTINOS MUST 3F 110PBCTE4 Of ONE PO4RiNG, PERMIT V4iD SIX MONTHS AFTER DAtI*OF ISSUE 8ttki�lNQ MATER#AL,RUBIsISH'AND DEBRIS FROM THIS WORK MUS' N'©T�E PLACED W PUBLIC SPACE;AND MUST BE C 6A t b UP AND HAULED AWAIT BY EITHER;CONTRACTOR DR OWNER, JAE SLY WITH THE MECHANICS'.TO ;LIEN RESULT !N hlER PAYING "MICE FOE(,BUIIM N 'i IMPROV MEATS.' F # E3uA CC?RC«EI i .'CGl AP Rt�V ;PLANS WHICHARE PART OP THIS F"EBMIiT AN SUBJECT TO REVOCATION PGR" tiQRdATit i+[CIF APRLICRI+1Li*;PI C 1$I+L?N OF LAW: BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH ATLANTIC OCACH. FLORIDA 32X33 APPLICATION FOR MECHANICAL, PERMIT CALX:-IN NUMBEN� IMPORTANT — Applicant to complete all items in sections I, ll..111, and IV. I' site.# Address: 1652 LINKSI�F, DRIVE LOCATION OF Intersecting sire.#s: iletwaan SEMINOLE ROAD And ATLANTIC BLVD _ BUILDING Sub eliviisom SELVA LINKSIDE, LOT#1_�1 11. IDENTIFICATION --To be completed by all applicants In consideration of parmil given for doing the worts at described in the abcvo statement we heisby agree to pe•fe,m said wo•i with the ettachid plans and specifications which are a part hereof and in accordance witis the City of Jacksonvil'e ord;narces a-,3 s•e-oe•as of good practice listed therein. Name of Macheakal Contractors contrasloi I►rinl) =ARIJU HEATING AND AIR Matter lame of Property owaor CENTEX HOMES 3 MSignature el Owsor Signature of er ArMarMod Agent Architect or Engineer 111. GENELAL INFORMATION A. T of heating Ives: e• IS OTHER CONSTRUCTION SE",PONE ON deetrie THIS SUILOING OR SITE? �L'J O 6a—O V O Netweal O Central Utility IF YES, GIVE NUM@ER OF CONSTRUCTION O OE PERMIT 8120 w Cl 016104, — Spwfy IV. MICHANICAL 11"IPM11INT TO M INSTALLW NATURE OF WORK IF 0 We Complete IW of cemponaak on back of this fonel ,�ysf Residentlal or (7 Commercial *. Heal O Spec O Ravened Ili(Control O pow $< New Building ,I AN CorAdiooing: O Room _1� Centre) ❑ Existing Building tial •p,� ho�I= Materia# FLEX_ & DUCT p C) Replacement Of existing system ' 7` yeamm opacity 1000 clle. ..New Installation(No system previously installed) O Refrigeroliom ❑ Extension or add-on to existing system ❑ Other— Specify O Coolbtg te...: Gpad#y o•o•M. O Fire grinklert: Nwmbe► of ►..J. O fgewlee O Menliff O Escalate THIS SPACE POR OFFICS US!ONLY O Gosoiee pule- Imttlttber) hiel»dl r O Tar, (avmber) Remarks O LPG (rwmberl O UO&W prestos V*" O terra Permit Approved by pot. O CNK —Speclft► permit Fres LIST ALL EQUIPMENT AIR COMMON= AND REFRIGERATION EQUIPMENT 3�htstaber Vlslb Dere>nptloo ![Odd Number Itlanutsew"r jy A>pD C)0 TWRO 0 1 0 U CITY OF 4&441.-;c Ae=4-49k"I Office of Building Official REQUEST FOR INSPECTION Date Permit No. Time A.V; GY Received 00� Job ss ality OwDer', Name Contractor BUILDING CONCRETE-'-,.-,7. ---'+,LECTRICAL PLUMBING MECHANICAL Framing Rough Wiring F, Rough Air Cond. & Re Roofing Slab Temp Pole Top Out E Heating Lintel Final Sewer D Fire Place insulation Pre Fab READY FOR INSPECTION & Tues Wed, Thurs. Friday(5 1 A.M. Inspection Made P.M. Final inspection f. Certificate of Occupancy F, CITY OF Office of Building Official REQUEST FOR INSPECTION Date_ _ Permit No. — Time -- j / < i1 A.M. Received �_ CJ P.M. Job Address Locality Owner's Name Contractor BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing _ Footing Rough Wiring L, Roug Air Cond. & Re Roofing " Slab = Temp Pole Top Out E., Heating Insulation LEI Lintel Final - Sewer ` Fire Place J Pre Fab READY FOR INSPECTION fi f on. Tues. Wed. Thurs. Friday r7 A.M. Inspection, Made � �T �_— PM. ve �_ '' Final InspectionF1,= CITY OF x 1 let f Office of Building Official /� � �Rd REQUEST FOR INSPECTION Date_! ( � Permit No. Time kv !�^� Received l.-'' M�-�c- � n Jo dress �ocal' Owner's Name Contractor BUILDING CONCRETE ELECTRICAL PLU G MECHANICAL Framing - Footing ❑ Rough Wiring G Air Cond. & C Re Roofing Slab Temp Pole ❑ Top Out a Heating Insulation Lintel t Final F) Sewer Ci Fire Place C! Pre Fab READY FOR INSPECTION- A.M_ Mon, Tues. Wed. Thurs. Friday A.M. Inspection Made Final Inspection "] ��---- Certificate of Occupancy 'C-! 0-01 CITY OF ATLANTIC BEACH, FLORIDA App+owdby APPLICATION FOR ELECTRICAL PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE:_,J 146— _192Y IMPORTANT NOTICE: , IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, WHICH ARE A PART HEREOF, AND IN ACCORDANCE WITH THE ELECTRICAL REGULATIONS.CODES AND CITY OF ATLANTIC BEACH ORDINANCES. «' -V��a�.. ,Ocie e. ELECT ICAL FIRM: MASTED E ECII8N TU NAME.. C-4e�`'' te-u O��ADDRESWZ4j/`✓ �N/f5 to�- ��•,•�I/-� RfD BOX BLDG.SIZE BETWEEN: RES.,W APT.( 1 COMM.( 1 PUBLIC( I INDUS.1 1 NEWPQ l OLD l I REW.t y ADDITION( I TRAILER ( I TEMP.( I SIGNS I ) SO.FT. SERVICE: NEWAf INCREASE I i REPAIR( I FEE CONDUCTOR SIZE AMPS COPPER ALUM. WLCtj OR BREAKER Amps H 3wZ YO Y EXIST.SERV.SIZE AMPS PH • W VOLT RACEWAY FEEDERS NO. SIZE IND. SIZE I NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL 0.00 AMPS. 3 t.t00 AMPS. SWITCHES INCANDESCENT _ FLUORESCENT at M.V. FIXEDo AMPS. I OVER o.to APPLIANCES BELL TRANSF. AIR N.P.RATING N.P.RATING CONDITIONING COMP.MOTOR OTHER MOTORS AMPS CEIL HEAT: KW-HEAT 0.1 OVER MOTORS H.P. VOLTAGE PHS NO. 111.P. VOLTAGE PHS vs�t.3�aa , ; 8213 DEPARTMENT OF SUILDINQ CITY OF ATLANTIC s;" I PERMIT -, ------ L4CA'TIaR INPoRMATro.w „__--- P�-4r*i tPte r; 8213 Addrosa; 1652 LINIKSIDE COURT NORTH PDNB I NQ Afi LA► 'IC ,BEACH, FLORIDA 32233 { LEGAL MCRIPTION YY C04,01rTf� Ztit Block; Section: .ype; W1 rap- dl moo: ''S I;RDLE I`AN.I�+� ship: Rxv: O Subs vl on: BEI►VA LINKSIDE 4 "Valuey �+i n 60 . 50 fat - ' j-94 CE JON .,,..._�..« . I CAT-l" ClY. RE T $60. 50 _ I '6 ; 50 CocL m `NORTH;-'r � � I= 'ACT, SEA $0-00 { '. B'LCRInA 2 I4PAC'F FES $01 CIO S. . $O ':06.' � Amo; Lt 8 10# CAPITAL IMPROVE. $0.0 0 Addr+ ffi DIx RI►VD ,.N= a.T, ..., u _. ,.. ,D ..; A ., �. SIS-113 �� R�'� ;UIC ,aR $0t1 Cm, p, 40TION 10 BECk R IMPACT 'P 4, 00V O tiOt} O CNB SRO $O 4 e 4t "} u xr LLM„s0 .1I'' zR7#�Y�' 1{t Nas musTse��11sP' (;Ts- ) IGf'Mi'f iY7�1!' a f F l f1 IQSIX MONTH AFT op'ISSUE j 1 tJILpIT A ltT cR#A R Hyl O t taA FROM THIS Vldl}R!{Iul #C .#?. CI;=O IN Pt1�I1.1C S AC ,AND MUST BE C AF fi AN M141J#� b",A tA�8`� T14EA'CONrRA TOR C�R��3i �f��i 1 gSU INT t 01 A + AE PRflVIS1t?#W$ -!AW #TM� uCr TO REV OR ak �T °BAH JjUILLINGt? PARTM£N i 810 LOCATION JNFORMATION i i Addy s s, -1 LINKS I bE COT T NQRTFi�� c t�o rType . ri # E��St" tt1a'tION p y Wt r.n ye.V M 1u M.Y�► .►MYI wr YM 41 co Dt Li �lrt�t`4 A ' NCq®d_+�4 FAMILY O Sd Lffi®: IRNCt SLiv S$ +VPLINKSIVE Val ue: ' $0.00 �; 1 ; tlM 31I5 '2, i PblMe list a*6 f� 'BION -- ``- - . - APFLICXTIfJ1t FESS Tt 14,.00 41 dd bay .. O # RIVE SO ��� IM1'AGT` �`9�i. su 7 43 R MATZ 'R 5 , r �rL 32216 UL C SH)M 00 20 Typo +4 SSS + :} ! `C" "TON So:.O aR , H E, 1 PAID I. 1F t7 jFK�(nn MSO #G "-�Atl.l~I3NCilM T PIQ! S AND FOOTING MYl14"INSPEC160 St"POUSHN¢. { OeRMiT VOID SIX MONTHS AFTER BATE OF ISSUE Y 8u#LQ # .MA1 E:F## .�RU BMS#f #® 1 3f #S FRC? +I.THIS WORK MU§T NQT, 8 Irl A�E�t 1N!PiJSLt .VACE.11A1p#Vt�l � CLA O t#PANt "M IU E AWRY J$Y E#THER CONTRACTORQR OW ER � C+ � Ly ` ITN TH S M G HAt � Lr11 N L�►VV CSW fj,4W# ` 1 I�� IIIAP���IE ENT a i��" Q.##�f tS 1f'Pt VSD PLAI+�1 tHlCt ,ARE PART QF "T tiS P4 T ANDS118w# I i E#ttt r R ��L�t�`�It3F A,PF►L#GASLM*PRS}�#��"OF LAW. �.: �Sz 1 Department of Community Affairs SN: 1234 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM 60OA-93 Residential Whole Building Performance Method A NORTH PROJECT NAME: Lot 131 Selva Linksi ; BUILDER: Centex AND ADDRESS: 1652 Linkside Ct N ; PERMITTING ;CLIMATE Atlantic Beach , Fla ; OFFICE: Atlantic Be.a ; ZONE: 1 � _i 2 ; _; 31x OWNER: Centex ; PERMIT NO . ; JURISDICTION NO .261100 CK 1 . New construction or addition 1 . New Construction 2 . Single family detached or Multifamily attached 2 . Single-Family 3 . If Multifamily-No . of units 3 . 0 4 . If Multifamily , is this a worst case ( yes/no ) 4 . 5 . Conditioned floor area ( sq .ft . ) 5 . 1316 .00 6 . Predominant eave overhang ( ft . ) 6 . 1 .00 7 . Porch overhang length ( ft . ) 7 . 0 .00 8 . Glass area and type: Single Pane Double Pane a . Clear Glass 8a . O .Osgft 142 .00sgft b . Tint , film or solar screen 8b . O .Osgft 0 .04sgft 9 . Floor type and insulation: a . Slab on grade ( R-value , perimeter ) 9a .R= 0 .00 , 152 .00 ft 1O .Net Wall type area and insulation: a . Exterior : 2 . Wood frame ( Insulation R-value ) 10a-2 R=11 .00 , 1085 .00sgft_ _ b . Adjacent: 2 . Wood frame ( Insulation R-value ) 10b-2 R=11 .00 , 141 .00sgft 11 .Ceiling type area and insulation: a . Under attic ( Insulation R--value ) 11a .R=30 .00 , 1316 .00sgft 12 .Air distribution systems a . Ducts ( Insulation + Location ) 12a . R= 6 .00 , uncond 13 .Cooling system 13 . Type: Central A/C SEER: 10 .00 14 .Heating System: 14 . Type: Heat Pump HSPF : 7 .00 15 .Hot water system: 15 . Type : Electric EF : 0 .88 16 .Hot Water Credits: ( HR-Heat Recovery , 16 . DHP-Dedicated Heat Pump ) 17 .Infiltration practice : 1 , 2 or 3 17 . 2 18 .HUAC Credits ( CF--Ceiling Fan , CU-Cross vent , 18 . CF HF-Whole house fan , RB--Attic radiant barrier , MZ-Multizone ) 19.EPI ( must not exceed 100 points ) 19 . 97 .88 a . Total As-Built points 19a . 25894 .72 b . Total Base points 19b . 26454 .33 -_-_-________________-_______-_______._____w____________.._-______________-_______ ------------------------------------------------------------------------------- I Hereby certify that the plans and Review of the plans and specifications specifications covered by this calcu-- covered by this calculation indicates lation are in compliance with the compliance with the Florida Energy Florida Energy Code . Code . Before construction is completed this building will be inspected for PREPARED BY: ; compliance in accordance with Section DATE: ; 553 .908 F .S . I hereby certify that this building is in compliance with the Florida Energy Code . OWNER/AGENT : ; BUILDING OFFICIAL: DATE: \ ; DATE : ** INFILTRATION REDUCTION PRACTICE COMPLIANCE CHECKLIST ** COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK PRACTICE #1 606 .1 COMPLY WITH ALL INFILTRATION PRESCRIPTIVES . ------------------------------------------------------------------------------- Windows 606 . 1 Maximum of 0 .34 CFM per linear foot of operable sash crack ( includes sliding glass doors ) . ------------------------------------------------------------------------------- Exterior & 606 .1 Maximum of 0 .5 CFM per sq . ft . of door area : solid Adjacent Doors core , wood panel , insulated or glass doors only . ____________________________________________________w--___-_---_-_-_-_--_-__-_- Exterior Joints 606 . 1 To be caulked , gasketed , weather-stripped or other- & Cracks wise sealed . ------w----------------------------------------------------------------------__ PRACTICE #2 606 .1 COMPLY WITH PRACTICE #1 AND THE FOLLOWING: ______________________________________________________________________________._ Exterior Walls 606 . 1 Top plate penetrations sealed . Infiltration barrier & Floors installed . Sole plate/floor joint caulked or sealed . ------------------------------------------------------------------------------- Exterior Walls 606 .1 Penetrations , joints and cracks on interior surface & Ceilings caulked , sealed or Basketed . ------------------------------------------------------------------------------- DuctWork 606 .1 Ductwork in unconditioned space must be sealed . ------------------------------------------------------------------------------- Fireplaces 606 .1 Equipped with outside combustion air , doors and flue dampers . _______________________________________________________________________________ Exhaust Fans 606 . 1 Equipped with dampers . Combustion devices see 606 .1 .A .2 . ----------------_--_-__----__-----__--------_-_-_-_-_------_---------_-_-----_- Combustion 606 .1 Combustion space and water heating systems provided Heating with outside combustion air , except direct vent appliances . ------------------------------------------------------------------------------- ** OTHER PRESCRIPTIVE MEASURES ( must be met or exceeded by all residences . ) ** ___________________________w_-_.--__-----_-___---_-_-----------------------____- Water Heaters 612 . 1 Comply with efficiency requirements in Table 6-11 . Switch or clearly marked circuit breaker ( electric ) or cutoff ( gas ) must be provided . External or built- in heat trap required . -----------------------------------------------------------------------µ____--- Swimming Pools 612 . 1 Spas and heated pools must have covers ( except solar & Spas heated ) . Non-commercial pools must have a pump timer . Gas spa & pool heaters must have a minimum thermal efficiency of 78 percent . ------------------------------------------------------------------------------- Shower Heads 612 .1 Water flow must be restricted to no more than 3 gal- lons per minute at 80 PSIG . ------------------------------------------------------------------------------- Air Distribution 610 . 1 All ducts , fittings , mechanical equipment and plenum Systems chambers shall be mechanically attached , sealed , ins- ulated and installed in accordance with the criteria of Section 610 . Ducts in unconditioned attics must be insulated to a minimum of R-6 . Air handlers shall not be installed in attics unless in mechanical closet . ____________________________________________4__-_-_-_-_--__---__--_--_---_---_- HVAC Controls 607 . 1 Separate readily accessible manual or automatic thermostat for each system . ------------------------------------------------------------------------------- Insulation 604 .1 Ceilings minimum R-19 . Common Walls - Frame R-11 or 602 . 1 CBS R-3 both sides . Common ceiling & floors R-11 . _____________.__-___--__--__-_-_-_----_---_----_-----__-_-_--_-___---____-_____- Department of Community Affairs SN: 1234 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM 600A-93 Residential Whole Building Performance Method A NORTH PROJECT NAME : Lot 131 Selva Linksi ; BUILDER: Centex AND ADDRESS: 1652 Linkside Ct N ; PERMITTING ; CLIMATE Atlantic Beach , Fla ; OFFICE : Atlantic Bea ; ZONE : 1 ; _; 2 ; _; 3;X OWNER: Centex ; PERMIT NO . ; JURISDICTION NO .261100 CK 1 . New construction or addition 1 . New Construction 2 . Single family detached or Multifamily attached 2 . Single-Family 3 . If Multifamily-No . of units 3 . 0 4 . If Multifamily , is this a worst case ( yes/no ) 4 . 5 . Conditioned floor area ( sq .ft . ) 5 . 1316 .00 6 . Predominant eave overhang ( ft . ) 6 . 1 .00 7 . Porch overhang length ( ft . ) 7 . 0 .00 8 . Glass area and type: Single Pane Double Pane a . Clear Glass 8a . O .Osgft 142 .00sgft b . Tint , film or solar screen 8b . O .Osgft O .00sgft 9 . Floor type and insulation: a . Slab on grade ( R-value , perimeter ) 9a .R= 0 .00 , 152 .00 ft 10 .Net Wall type area and insulation: a . Exterior : 2 . Wood frame ( Insulation R-value ) 10a-2 R=11 .00 , 1085 .00sgft b . Adjacent : 2 . Wood frame ( Insulation R-value ) 10b-2 R-11 .00 , 141 .00sgft 11 .Ceiling type area and insulation: a . Under attic ( Insulation R-value ) lla .R=30 .00 1316 .00sgft 12 .Air distribution systems a . Ducts ( Insulation + Location ) 12a . R= 6.00 , uncond 13 .Cooling system 13 . Type: Central A/C SEER: 10 .00 14 .Heating System: 14 . Type : Heat Pump HSPF : 7 .00 15 .Hot water system: 15 . Type : Electric EF : 0 .88 16 .Hot Water Credits : ( HR-Meat Recovery , 16 . DMP-Dedicated Heat Pump ) 17 . Infiltration practice: 1 , 2 or 3 17 . 2 18 .HVAC Credits ( CF-Ceiling Fan , CV-Cross vent , 18 . CF HF-Whole house fan , RB-Attic radiant barrier , MZ-Multizone ) 19 .EPI ( must not exceed 100 points ) 19 . 97 .88 a . Total As-Built points 19a . 25894 .72 b . Total Base points 19b . 26454 .33 -------------------------------------------------------------------------------- -----------------------------------------------------------------_-----------_-_-- I Hereby certify that the plans and Review ofthe plans and specifications specifications covered by this calcu- covered by this calculation indicates lation are in compliance with the compliance with the Florida Energy Florida Energy Code . ; Code . Before construction is completed this building will be inspected for PREPARED BY : ; compliance in accordance with Section DATE : k 553 .908 F .S . I hereby certify that this building is in compliance with the Florida Energy Code . OWNER/AGENT : /� ' BUILDING OFFICIAL : DATE: r ; DATE: _ 3 SUMMER CALCULATIONS --= BASE _-_ --= AS-BUILT =-- GLASS________________ , _..........._.__..._____..._.___...__...__.... ORIEN AREA x BSPM = POINTS ; TYPE SC ORIEN AREA x SPM x SOF = POINTS ------------------------------------------------------------------------------- N 68 .00 65 .8 4474 .4 ; DBL CLR N 42 .0 38 .3 .94 1514 .0 DBL CLR N 13 .0 38 .3 .94 468 .6 DBL CLR N 13 .0 38 .3 .94 468 .6 SE 18 .00 65 .8 1184 .4 ; DBL CLR SE 18 .0 79 .1 .93 1326 .1 S 23 .00 65 .8 1513 .4 ; DBL CLR S 20 .0 66 .2 .91 1207 .2 DBL CLR S 3 .0 66 .2 .91 181 .1 W 33 .00 65 .8 2171 .4 ; DBL CLR W 6 .0 79 .7 .95 454 .8 DBL CLR W 15 .0 79 .7 .95 1136 .9 DBL CLR W 12 .0 79 .7 .95 909 .5 ------------------------------------------------------------------------------- . 15 x COND . FLOOR f TOTAL GLASS = ADJ . x GLASS - ADJ GLASS ; GLASS AREA AREA FACTOR POINTS POINTS ; POINTS ------------------------------------------------------------------------------- .15 1 ,316 .00 142 .00 1 .390 9 ,343 .60 12 ,988 .92 ; 7 ,666 .71 NON GLASS--___________ AREA x BSPM = POINTS ; TYPE R-VALUE AREA x SPM = POINTS ------------------------------------------------------------------------------- WALLS________________ Ext 1085 .0 .9 976 .5 ; Ext Wood Frame 11 .0 990 .0 1 .70 1683.0 Ext Frame--FaceBric 11 .0 95 .0 .40 38 .0 Adj 141 .0 .7 98 .7 ; Adj Wood Frame 11 .0 141 .0 .70 98 .7 DOORS________________ Ext 21 .0 6 . 1 128 .1 ; Ext Insulated 21 .0 4 . 10 86 .1 Adj 18 .8 2 .4 45 . 1 ; Adj Wood 18 .8 2 .40 45 .1 CEILINGS...._____.,.._...____ UA 1316 .0 .6 789 .6 ; Under Attic 30 .0 1316 .0 .60 789 .6 FLOORS_______________ Slb 152 .0 -37 .0 -5624 .0 ; Slab-on-Grade .0 152 .0 -41 .20 -6262 .4 INFILTRATION------------ 1316 .0 8 .0 10528 .0 ; Practice #2 1316 .0 8 .00 10528 .0 TOTAL SUMMER POINTS 19 ,930 .94 14 ,672 .83 TOTAL x SYSTEM - COOLING ; TOTAL x CAP x DUCT x SYSTEM x�CREDIT�=~COOLING SUM PTS MULT POINTS ; COMPON RATIO MULT MULT MULT POINTS ------------------------------------------------------------------------------- 19 ,930 .94 .37 7 ,374 .45 ; 14 ,672 .83 1 .00 1 .100 .340 .860 4 ,719 .37 WINTER CALCULATIONS --- BASE - -- --- AS-BUILT --- GLASS---------------- ORIEN AREA x BWPM = POINTS ; TYPE SC ORIEN AREA x WPM x WOF = POINTS ------------------------------------------------------------------------------- N 68 .00 --10 .6 -720 .8 ; DBL CLR N 42 .0 7 .3 1 .09 333 .7 DBL CLR N 13 .0 7 .3 1 .09 103 .3 DBL CLR N 13 .0 7 .3 1 .09 103 .3 SE 18 .00 -10 .6 -190 .8 DBL CLR SE 18 .0 -22 .7 .93 -380 .6 S 23 .00 -10 .6 -243 .8 ; DBL CLR S 20 .0 -28 .4 .96 --545 .7 DBL CLR S 3 .0 -28 .4 .96 -81 .9 W 33 .00 -10 .6 -349 .8 DBL CLR W 6 .0 -9 .2 .85 -47 .1 DBL CLR W 15 .0 -9 .2 .85 --117 .7 DBL CLR W 12 .0 -9 .2 .85 -94 .2 -_-------_-----------__-----------------------------_----__-------------------------------- . 15 x COND . FLOOR / TOTAL GLASS = ADJ . x GLASS ADJ GLASS ; GLASS AREA AREA FACTOR POINTS POINTS ; POINTS ---------------------------------------W-------------_----_--------------------_-- .15 1 ,316 .00 142 .00 1 .390 -1 ,505 .20 -2 ,092 .44 ; -726 .90 NON GLASS------------ AREA x BWPM = POINTS ; TYPE R--VALUE AREA x WPM = POINTS ----________________________w-_----_-------_------__-_--___-___----__-_----------__-__ WALLS---------------- Ext 1085 .0 2 .2 2387 .0 ; Ext Wood Frame 11 .0 990 .0 3 .70 3663 .0 Ext Frame-FaceBric 11 .0 95 .0 3 .50 332 .5 Adj 141 .0 3 .6 507 .6 ; Adj Wood Frame 11 .0 141 .0 3 .60 507 .6 DOORS---------------- Ext 21 .0 12 .3 258 .3 Ext Insulated 21 .0 8 .40 176 .4 Adj 18 .8 11 .5 216 .2 ; Adj Wood 18 .8 11 .50 216 .2 CEILINGS------------- UA 1316 .0 1 .2 1579 .2 ; Under Attic 30 .0 1316 .0 1 .20 1579 .2 FLOORS---------________ Slb 152 .0 8 .9 1352 .8 ; Slab-on-Grade .0 152 .0 18 .80 2857 .6 INFILTRATION---------- 1316 .0 7 .4 9738 .4 ; Practice #2 1316 .0 7 .40 9738 .4 TOTAL WINTER POINTS _---- 13 ,947 .06 i 18 ,344 .00 TOTAL x SYSTEM - HEATING ; TOTAL x CAP x DUCT x SYSTEM x CREDIT = HEATING WIN PTS MULT POINTS ; COMPON RATIO MULT MULT MULT POINTS -------------------------------------------------_----_-----_-_---------_------ 13 ,947 .06 .55 7 ,670 .88 ; 18 ,344 .00 1 .00 1 .100 .484 1 .000 9 ,766 .35 WATER HEATING BASE --- -- AS--BUILT - -- NUM OF x MULT - TOTAL ; TANK VOLUME EF TANK x MULT x CREDIT = TOTAL BEDRMS ; RATIO MULT ------------------------------------------------------------------------------- 3 3803 .0 11 ,409 .00 ; 40 .88 1 .000 3803 .0 1 .00 11 ,409 .00 SUMMARY --- BASE --- -- AS--BUILT -- COOLING HEATING HOT WATER TOTAL ; COOLING HEATING HOT WATER TOTAL POINTS + POINTS + POINTS = POINTS ; POINTS + POINTS + POINTS = POINTS ------------------------------------------------------------------------------- 7374 .4 7670 .9 11409 .0 26 ,454 .33 ; 4719 .4 9766 .3 11409 .0 25 ,894 .72 * EPI = 97 .88 SERIAL # 1234 * RESMANUJ( c ) WHOLE HOUSE HEAT GAIN / HEAT LOSS CALCULATION USING EPI92-FLA,/RES( c ) DATA FILES ( BASED ON A .C .C .A . MANUAL 3 - SEVENTH EDITION ( c ) 1986 by A .C .C .A . ) _____________________________________._.___-____________________-_______________M NAME :Lot 131 Selva Linkside 2 ADDRESS : 1652 Linkside Court N C_I_TY.........c._At_la_n.t_kc....._Beac_b........._ _I_a......_32233................................................................................................. ..................._........._............ OWNER :Centex BUILDER .Centex Conditioned Floor Area 1316 SF * Climatic Conditions & Design Conditions _____________w_____________________________-________________________________ Geographical Location : Florida Jacksonville __-____________-_________________w,.__________________________________________ North Latitude / Elevation ; 30 Deg . / 24 Ft . Above Sea Level Outdoor Winter Dry Bulb ; 32 Deg . F Indoor Winter Dry Bulb ; 70 Deg . F Winter ( Actual ) Temp .Diff . ; 38 Deg . F Winter Temp . Diff . ( wTd ) 40 Deg . F Outdoor Summer Dry Bulb 94 Deg . F Outdoor Summer Wet Bulb ; 77 Deg . F Outdoor Summer Humidity Ratio ; 114 Indoor Summer Relaltive Humidity ; 500 Indoor Summer Design Grains / Lb . ; 49 Indoor Summer Dry Bulb ; 75 Deg . F Indoor Summer Wet Bulb ; 62 .3 Deg . F @ 64 Gr/Lb Summer Daily Range ; 19 Deg . F - L Summer ( Actual ) Temp .Diff . ; 19 Deg . F Summer ( User Sel ) Temp .Diff . ( sTd ) ; 20 Deg . F ---------------------------------------------------------------------------- * HEATING SUMMARY * * COOLING SUMMARY * ------------------------------------------------------------------- SUBTOTAL 21101 .24 ; STRUCTURE SENSIBLE 10519 .41 MECH .VENT-- 100 Cfm 2090 .00 ; SENS . + MECH .VENT : 12609 .41 TEMP .SWING @ 3 DEG . : 1 .00 ; OCCUPANT/APPLIANCE - 3000 .00 DUCT LOSS - 1055 .06 ; DUCT GAIN 1560 .94 TOTAL LOSS/BTUH 22156 .30 ; TOTAL SENSIBLE - 17170 .35 ; TOTAL LATENT - 7614 .84 -------------------------------------------------------------------- 20% OVERSIZE FACTOR 4431 .26 ; 20% SENS .OVRSZE FTR: 3434 .07 ACTUAL + 20% OVERSIZE : 26587 .56 ; SENS . + 20% OVERSIZE: 20604 .42 ______________________________________________________________M_____ * EQUIPMENT SELECTION * ___w________________________________________________________________ EQT . MANUF . MODEL # TYPE HTG INPUT HTG OUTPUT AFUE/HSPF SENSIBLE CLG LATENT CLG TOTAL TONAGE ( S )EER CLG CFM HTG CFM * L O A D C A L C U L A T I O N * TYPE Inside Shade Sc Area Loss/Btuh Gain/Btuh GL A S S-w____________________-_________________ __ West Double Clr Drapes/Blinds 1 6 .00 174 .00 276 .00 West Double Clr Drapes/Blinds 1 15 .00 435 .00 690 .00 West Double Clr Drapes/Blinds 1 12 .00 348 .00 552 .00 South Double Clr Drapes/Blinds 1 20 .00 580 .00 500 .00 Southeast Double Clr Drapes/Blinds 1 18 .00 522 ,00 738 .00 North Double Clr Drapes/Blinds 1 42 .00 1218 .00 672 .00 North Double Clr Drapes/Blinds 1 13 .00 377 .00 208 .00 North Double Clr Drapes/Blinds 1 13 .00 377 .00 208 .00 South Double Clr Drapes/Blinds 1 3 .00 87 .00 75 .00 Infiltration : Winter Htm ( 28 .3 ) x 142 .00 4018 .60 Infiltration : Summer Htm ( 7 .45 ) x 142 .00 1057 .90 Window Frame : Metal SUBTOTALS: 142 .00 8136 .60 4976 .90 R-Value Area Loss/Btuh Gain/Btuh WA L L S________- ______W___________-_______________..___-______________________ Wood Stud - Ext . 11 990 .00 3564 .00 2475 .00 Wood Stud - Adj . 11 141 .00 507 .60 239 .70 Wood Frame w/Brick - Ext . 11 95 .00 342 .00 237 .50 SUBTOTALS: 1226 .00 4413 .60 2952 .20 D0 0 R 5---------------------------------------------------------------------- Insulated Core/Metal -W Ext . 0 21 .00 371 .70 109 .20 Solid Core/Wood - Adj . 0 18 .80 417 .36 78 .96 Infiltration :Winter Htm( 28 .3 ) x 39 .80 1126 .34 Infiltration :Summer Htm( 7 .45 ) x 39 .80 296 .51 SUBTOTALS: 39 .80 1915 .40 484 .67 CE I L I N G S--______________________________________-________________________ Under Attic 30 1316 .00 1710 .80 2105 .60 FL 0 0 R S______________________________________________________________..._-___ Slab on Grade 0 152 .00 Lin .Ft . 4924 .80 000 .00 * TOTAL STRUCTURE SENSIBLE * ------------------------------------------------------------------------------- 21101 .24 15609 .41 RI MAN CIA%PRINTING Qa~ lD N N 'Ro fire of fo mmeneement w (►RVARM IN OUPUCAT[) Q� '••t HTo whom it may concern: > The undersigned hereby informs you that improvements will be made to certain zeal property, and in O accordance with section 713.13 of the Florida Statutes, the following information is stated in this NOTICE OF COMMENCEMENT. hDescription of property --- --�- —- --,- -----� `W c L ' L �_F.1_IC S r d e--—�- ----N------�� f..) �`k C, 1------ v According to plat thereof recorded in plat book 4/7 pages gj- of the current public records of Duval County Florida. - NGeneral description of improvements -------------------------------------------------------------------_- s4 Construction of Single Family Residence with Garage on concrete slab A ----------------------------------------------------------------------------------------------------------- Centex Real Estate Corporation 9 Owner ---------------------------------------------------------------------------------------------------- O 6620 Southpoint Drive Suite 400 Jacksonville Florida 32216 0' Address ---------------------------------------------------------------------- �' Fee Simple p Owner's interest in site of the improvement M c Fee Simple Title holder (if other than owner) ------------------------------_______________________________. N Name ----------------------------------------------------..------------------------------------------------- Address ------------------------------------------------ x Contractorsome as owner ------------------------------..-----------------------------------------------. h Address Surety (if any) -------------------------------------------------------------------------------------------- �4 Address -----------------------------------------------------------------Amount of bond $-------------- 0 0) Name and address of any person making a loan for the construction of the improvements. Name ----------------------------------------------------------------------------------------------------- Address ------------------------------------------------------------------------------------------------- Name of person within the State of Florida, other than himself, designated by owner upon whom notices or other documents may be served: Arthur Day Name ----------------------------------------------------------------------------------------------------- 6620 Southpoint Dr Suite 400 Jacksonville, Florida 32216 Address -----------------------------------------------------------------------------_---------------- In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.08 [2] [b], Florida Statutes. (Fill in at Owner's option). Name --------------•-------------- ------------------------------- Address ------------------------------------------------ ------ - — -------------------------- CITY OF ATLANTIC NZACK PNRNIT CALCULATION SNENT Address /(,-, 5 Z �•�,/rS /',0 ��, AJ Date 3 - 3 / - 9Y Heated Square Footage /5 /A _e $3S-- -S per sq ft = Garage/Shed �1�/� Q $ / 4- 0 per sq ft = $ t5- '7Y0 Carport/Porch �} Z e $ /-3 per sq ft = $ S`{ Deck $ $ per sq ft = $ Patio $ per aq ft = $ toy TOTAL VALUATION: Q/ 00 Total Valuation 1st 3,4,yy l4..v4 $ l� Remaining Value $V. per thousand or portion thereof TOTAL BUILDING FEE $ 75 7 "-- + 1/2 Filing Fee $ 6 O ( ) Fireplaces ! $15.00 $ BUILDING PERMIT FEE _ WATER IMPACT FEE $ 30 f i SEWER IMPACT FRE $ NATER MNTER/TAP $ S� CAPITAL IMPROVOWT $ 1 A C,C SEWER TAP $ (r3,t.) RADON (MRS) .0050 $ zi =33 SECTION H PAVING ( ) $ „ HYDRAULIC SHARES $ CROSS CONNECTION $ (13 i k) SURCHARGE .0050 $- S� OTHER $ GRAND TOTAL DUN $,!a s 2 1� ADDITIONAL PERMITS OR Fj:ES: Mechanical ; Plumbing Electric/New Electric/Temp ;SwimmingPool Septic Tank Well Sign Finish Floor Elevation Survey ; Other CALCULATIONS and/or NOTES: 'ROPF.RTY DESCRIPTION CITY OF ��ttKtCC Ve4eli - T(Ovda 716 OCTAN BOVI.EvAJt(J j__clock t Section � �- 2 `� 1994 __-.. "� ,r P.O.BOX 25 ATLANTIC BERCII.FLOIRIDA 2223 subdivision, Sal^ .� ` 'N s. Ci TEUPNONE(944124±2.9: ---------------------------------wZoning and in street teas: I 1 cs 2 L, N K 5� 4� DESCRIPTION OF WORK )r Address:' J It in a FLOOD HAZARD 'food Zone, ---___-_are►a complete page 3. Brief (� DomwiptionJ_S� Class of Mork, `` (NvviRemodel/Addition)-1=A�-____- :011ING INFORMATION Type of Constructions........ :oning Proposed listrictIP1j .>__Use,----------------_-_-_ Estimated Value •-----------------_- :xceptions osMaterialst_w�? a_S"�-:�C.C�� ------ arionces Oranteds............... ...... Solid or ---'-------------------------------------- Filled � ���p lie Grounds ___-__--_Root• ►1`^� OWNER INFORMATION kethod of Nesting, Property Owners-_�� .+ �. Phone, z9 �'------ ------------ '`=--------------- ----�-`�----L Moiling Address_ �. D_ adv3�U-P N =-- --------------- CONTRACTOR INFORMATION Contractor C --------------------- Phone,_ Mailing Addreps, (06Zk) SdV .- =-f Cf)J�9aJ-`-'���'e � -------------------- Zip=2�2 '-- Expiration License Number: C�Z-5� - _ -------------- Date 1 I NE01911V CERTIFY ?NAT I MATE R[AD AND CXANINED THIN APPLICATION AND SHOW TN[ SAME TO CE TOVE AND CORRtCT. ALL PROVISJOIIS Or THE LAMS AND ORDJNANCCS OOVERNJNO THIS TVP[ Or WORr. VItL rE �1 COMPLIEO WITH, WN[TNCP SPCCIFIED N[R[I R MOT. TN[ ORANTSHO OF A PERMIT DOES NOT PPLZJ•E T� T ) •� OIV[ AUTMORITV TO VIOLAT[ OR CAMG TN PROV IOMS 0/,AMY iEDERAL. STATE OR LOCAL r,:LZr. ~ REOULATIOM4. ORDINAMC[S. ON LAW! IN NT MA NE11 CL IilO TIIC GOVERNING OP CONSTRYCTJOM O� '$'E �` !• PERFORNANC[ OF COMITRUGTION OP TM PRO,[CT ANp THAT INC ISSUANCE Of THIS /ERNJT t: CONTIMO[NT UPON TM ASOV[ iNFOR1IA IOM 1[I _44h, A CORRECT AND THAT THE /LAMS AND SU►►ORflRG Y i• � DATA MAV! N[EN OR SMALL 1t IROVI [O As Rt O. Owner Signature ----------- 're -— :_L`- _Date 3--3�'_/ Contractor Signature____________ _ ------ ----- - 1 FLOOOP4AZM DEVELOPHAXT INFORMATION Type of Developments U Flood Zones RequYred Lowest Floor hclevationj 1 O If building is located within a flood hazard zone, a survey oust be wade AFTER THE SLAB NAS 2M POURED, certifying that the LOWEST FLOOR ELEVATZON is equal to or above the base flood elevation established for that sone. No final inspection will be tale and no oerfifieate of occupancy will be issued until the survey is on "Zile with the Building Department, COMMEM S Applicant Acknowledgements i understand that the issuance of this permit is coatingent upon the . above information being correct and that the plans and mu ting data have been or shall be provided as requiredo t agree to oospiy with all applicable provisions of Ordinance hhoo moi•?-ii an all other lava or ordinances affecting the proposed develop t Date �k0i2_ pplloaAt'a Signature_ .i Department Use Required Lowest Floor glevation --- ------ As Quilt Lowest Floor Blewtion ______-__-------- Survey Filed with Building Department ..------- .�►--....---- ..--N. I.-M---��M -.�---M Building Department Representative page 3