Loading...
Permit 1571 Linkside Dr (vault) K 4 � c ADDRESS BUILDING PERMIT NUMBER INSPECTIONS : FOOTING UNDER SLAB PLUMBING -7" SLAB FRAMING COVER-UP INSULATION 9- FINAL BUILDING /a 7, CERTIFICATE OF OCCUPANCY ELECTRICAL PERMIT # INSPECTIONS ROUGH FINAL /c MECHANICAL PERMIT # O PLUMBING PERMIT # ( NOTES: DEpkRTMENT Of BUII DINQ 'CITY QF ATLANTIC BEACH -- PLRI!II T INFORI A ''ION �.� .� ..,w LOCATION INFORMATION -- it Numb6r .. 951 Addross : 1571 LINKsIDE DRIVE i � t TypemWELLATLA14TIC �BZACRg.ormix FLORIDA � � LEGAL , DESCRIPTION oHark.* NEN _ , FRAME str , � ..� . �, P posed Use: LIT ILI'.'!�Y Townsh�,p�'Doe i code0 �RC� } E , mated Valu I { lrr�prov Gast .+ Notal F S10 .0,0 Aino z Da 2/2$104 Teri De PCR 'IRRIGATION Pt3R ?sEB ONLY I�J 1 _- APPLICATION FEESLRNI`TYT + "rSIDE R,I E NATER IMPACT CH PLO I D4, VTAP 8 19 'T 4 O AT ON - RADONCAS N me LI:" CAPITAL 'IM.PROVE. $0 .00 a ._ ,..N. .. . c :3< •• <C . ,`"- f� �RFf 'S"AF. :.,.,. ATLA "BEACH CROSS CONt4Ec T I ON {} a(? Lat er x 'I` pea 7 SES H IMPACT FEE 0 CONST..SURC I4AROE 3 i .# 3 d a "rsz.'5 ws7aarorcti' w, �C� � 144k NOTES' ." Nt)TICE—ALL Ct3NCFiETE'FORMS AND F06TINGS MAST BE,INSPECTED BEFORE POURING PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE BUILDING MATERIAL,RUBBISH AND"DEBRIS FROM THIS WORK MUST NOT BE PLACED 1N PUBLIC SPACE,AND MUST BE ` CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER aNI s� "LIEN lrAW:CAN RESULT IN I"AILURE,T4 C0- kY WITH THE MrECHA THE PROPERTY ipVV'NER M�A,,ING TWICE FOA BUILDING�AMPRf?VEMENTS."' 1I fl A #CORDING TO APPROVED PLANS"WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FQI'I ON, APPLICABLE PROV'I$JONS OF LAW. 41 ATLANTIC BEACH 11LI)MG DEPARTMENT 0t r , . TRUE TRUSS, INC. 1041 1 Alta Drive Jacksonville, Florida 32226 TRUE TRUSS (904) 757-7500 FAX (904) 757-7336 April 2, 1993 To: Builder, Truss Erector, and Building Inspector: The attached sheets provide Engineer Sealed Specification's for: 1. ) A typical Garage Door Header where the Trusses bearing on it are Gable Trusses. 2. ) A typical Garage Door Header where the Trusses bearing on it are Hip Trusses. 3 . ) "Hat" detail where due to height the Trusses are to be Capped. This Design meets *Wind Speed Requirements up to 110 mph. 4 . ) "L" or "T" Bracing used in lieu of Lateral Bracing. 5. ) Gable End Bracing. This Design meets Wind Speed Requirements up to 110 mph. These specification's are provided with all Truss Specification's in order to meet most general conditions. They may or may not be applicable to the. Trusses being installed on a specific job. If in doubt as to the Application of these Specification's , contact True Truss, Inc. at (904) 757-7500. — QUALITY TRUSSES AT AFFORDABLE PRICES — TRUSS SPECIFICATIONS FOR Ma t truss specifications for the project named above. These specifications are umbers listed below are a fist oft p f the Florida Department of n under the responsible charge of the Professional Engineer whose seat s The re ared u attached herewith and have been prepared affixed on this Index sheet in accordance with Florida Statute Chapter 471 and Rules Professional Regulation Chapter 211-1•23- 1 1 0 1 of 2 10 6 1 2. 110 2f2 10 1 2 4 to o 11 LV-BER S--LL Of Or INC SPECIFIED MINIMUM CAADCS. 61 COIIQCIOR RATES WALL BE INSTALLED SYMI{TRICALLY 011 91 THIS DESIOII IS APPLICA&E 10 SHORIER SPAN TRUSSES Or 171 r IN01C►IES LATERALBRAQu6 NEW* 1174 M1M.1 TCICS. ANO MAAIMUM MOISTURE COMIEUT. OR SUCH THAT INC.!DINT. IGENIICAL LOA01110 AWCUTAFIGURATION. JAI INSIALLATION Aro ERECIIOIN OF 11-41 1RD69. ACRMM4N1, 'i0 0/ n16NLR .11.0"10 EUL 1t SE'S NAS. ALL VALUES USED 61 IW CROIID SPLICES AM HOT PCCOW41HOED 10 OCCUR 101 INT TCI CHORD SMALL BE LATEPALLr bP-C[D EITHER BY 3/8' ILWORIR.SPACING L10.LO WE Wt IN ACCOA0.IACE WITH 10, OC S1 G1 ARC •ASCO CO. I1{ LAICSI COITION W TK 1A- DIRECTLY ABOVE A BOTTOM CHORD SPLICE. IMM.) 8tA1HR B 11A DR MEMBERS SPALED At 3'-6' O.C. CURRENT TPI MACIIA MO[PEC110N PUWL1CAIJCWS. 11.1.1 C4I'm $ T HOARDS ►UBLIWO or I.0 NATIONAL 71 Y-2000 APPROVAL IuMERS: IAC I3A2, FHA ICB 2014. SOCC tMAF.). 161 THIS DESIGN COISORNt 10 C1P11<III IPI DCS@N SPEC)F1CA- FOREST PRODUCTS ASSOCIATION. 7201. BOCA FILE 96-120 11) THE BU710M CHORD SHALL BE LAIERALLr BRACED EIb1ER or 110-01 FDR METAL PLATE COI/1ECIE0 MOM IRUSSCS A+O 21 1-IS OESICIO IS GA SED CH CLARY CONACC10R RBE PLATES OILY. 01 THIS I"S HAS EN DESIGNED FOR THE LDAD110 W/0WH 1/2'[MIN.) DMYMALL DR BRACIIID MEMBERS SPACED AT SO'-O' DUALITY STANDARD'FOR IRUSSES, 31 CO,Y4CIOR PLATE' SIZES ARE 6ASE0 ON AYIAL FORCEONLY.S OY. 13N THIS DRAWING. INSTALLA71011 MO USE WALL COIAYORM O.0 J.&Y.I. 161 1A MEMBER Or INE i1WASf MAY BE CVT OR MOOIFI[0 IN HIY MAY, 41 COI IIECI OR PL All SIZES ARC 01 YEN 90 DEC. AXIS IV 9 OCO, MIIM THIS OESION. 12) M IIOICAIES 9CAR1110 LOCATIOII. IS IYER 6. .0012 1. -Odd Heb Length Maximum deflection occurred at bottom joint N5. -CONFIGURATION G LOADING SPECIFIED BY FABRICATOR. -Plate turned 90 deg. Maximum Live Load Deflection of .19', Index-.335, (L/1072) -PLATE TUQTH VALUE REDUCED BY 15X. P-Typical Panel Maximum Total Load Deflection of .261", Index-,307, (L/781) -HORIZ. STRONGBACKS PER PCT-80 SECTION 800 REO. Total quantity of trusses OR i 110 PLF X fX Ir! Ih tlD X X HE ME M Q In In In In In In In UT ' 14' / \ 1n EYI m ITT En Q m X x x x x x X Q En M rn En Q [n R-1015 m R■1015 (3.5) (3.51 16-11_!2 TP-29.5' to PL HIS TRUSS ANALYZED WITH PPSA3 ORCES (Left...to Right) OP -1275 -2950 -3850 -4033 -3489 -2209 0 L ESS -1009 1529 -1322 820 -780 371 -333 -98 137 -559 596 -1041 1087 -1629 -104 OT 0 2309 3560 4110 3926 3023 1359 CLARY A oiviBion of. PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUNBER2-4X2 Irl DS SP DESCRIPTION 16.11-3/4' GARAGE HEADER W5 Cq ALPINE ENGINEERED PRODUCTS Inc V-2000 2-0-0 40 1801 S. GREAT SOUTHWEST PKWY, RJ 0 LL TC10 8C LUMBER 1-4X2 >f2 DS SP ENG. FOR E" 8 F GRAND PRAIRIE, T% 75053 GL Tc 0 TRUE TRUSS INC. ?08 Program .22141 660-3940 LL eC WEBS 4x2 03 SP 558 s 1 33% o1 B 5 PROJECT: MASTER - OATF06 OCT 1992 SC�E.h MEMBER TRUSS PLATE INSTITUTE TOTAL I:vropv Ac UAV RF UnTFn 11 Lv.6ER SHALL BE SO 114 SPECIFIED MIHIMW GRADES, SI COAECIOR PLATES SHALL BE 114STALLED S'na4EIAICALLY 011 B) THIS DESIGN IS APPLICABLE /0 SHORIER SPAN 11111/SSES OF 101 r 111OICATCS LATERAL MaCllq MEWA Ilia■)N.) SPECTER. ANO NAXIw1 NOISi WE CONTENT. OR SUCH THAT INC JOINT. )DENIICAL LOADING ASO COIFI*UPIATITN, 1,11 I SIALATION AND EKC71014 Of INC IRUSS. PERMA3441. AIO IS G HIGHCP .4.1.0.111.9 STACSS YALUES. ALL VALUES USED GI 10►C/810 SPLICES ARE NOT KCOwi1MED f0 OCCUR 101 THE IV CHOP*SHALL K LATIPALLT SPACED EIINEP BT 3/B- TEw-ORAPT*FACING SHOULD PC*OE IN ACCORDANCE I'll. FOP OC SI GM AFC JIM ON tri LATEST COITION OF THE NA- DIRECTLY ASOVC A BOTTOM 041M SPLICE. *1111.1 SIEAIHING OR SPACING KISSERS SPACED AT 31-0. O.C. CURRENT IP[NAAC1110 MSO EKC110N PUMLICA11OK. 110NUL DESIGN STUOAPOS MLIS ED IT 114 NATIONAL 71 V-2000 APPROVAL H-WR4 UGC 2342. FHA TCS 2014. SDCC WAY.). IBI THIS DESIGN CWOwK 10 CURRENT TF[ DESIGN#SPECIFICA- FOREST PRODUCTS ASSOCIATION. 7251. BOCA FILE I16-120 111 NNE BOTTOM CHORD,SHALL BE LATERALLY BRACER EITHER BY It"FOR IETAL PLATE CO41ECIC0 WOOD TRUSSES NO 11 1NIS DESJGJ IS BASER DH CLARY COfECTOR PLATES ONLY. NJ THIS TRUSS HAS BEEN DES3014C0 FOR THE LOADING SHOWN 1/2.041M.) DRYWALL OR GRACING MEMBERS SPACED AT 30'-0- DUALITY STANDARDS FOR TWSSES. 31 COaNEC1OR PLATES SI21S ARE BASED Oil AXIAL FORCES p;T. ON THIS DRAWING. INSTALLATION ASID USE SHALL COIFORN O.0 IN►Y.i. IS) IG NEWER OF lot TWSB MAY BE CUT OA NDOIFIEO IN AIIY MAY. .1 COa4CTOA PLATE SIZES ARE 61VEM BO DEC. AXIS BT 0 DED. *ITN THIS OESIONN. 12) ES 11101CAIES KARJSG LOCATION. AXIS STEP. IV"DAIS 1. -Odd Web Length Maximum deflection occurred 6.72' from the left end of bottom panel 114. -CONFIGURATION 6 LOADING SPECIFIER BY FABRICATOR. -Plate turned 90 deg. Maximum Live Load Deflection of .234', Index-.4i4, (L/871) -PLATE TOOTH VALUE REDUCED BY 15%. 'P-Typical Panel Maximum Total Load Deflection of .322', Index-.379, (L/633) -HORIZ. STRONGBACKS PER PCT-80 SECTION 800 REO. Total quantity of trusses - ! 75 PLF ,n to to In min !n to X X x X X D1 X x x x x x x x x x >< x 1 tD tV In fV to CU If1 fV In fV in fU to 14' \ - rn n to ILI to in In In In In to R=1568 In In R=1568 13.51 (3.51 16-1l-12 TP-31` 10 PLF HIS TRUSS ANALYZED WITH PPSA3 ORCES (Left to Right) ! OP -2280...-2280 -5182 -5182 -6617 -6617 -6617 -6617 -5182 -5182 -2280 -2280 EBS -1533 2553 -249 -1975 1529 -219 -1088 645 -219 -218 -218 -219 545 -1088 -219 1529 -1975 • -249 2653 -1533 OT 0 3915 6083 6798 6083 3916 0 CLARY A OJVi510n Of PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBER2_4x2 02 DS SP DESCRIPTION W�! 16*11-3/4' GARAGE HEARER A ALPINE ENGINEERED PRODUCTS Inc V-2000 2-0-0 40 > 1801 S. GREAT SOUTHWEST PKWY, °S 0 LL TCiO SC LUHBER2_4x2 #2 OS SP ENG. FOIL ENOBY- 0 GRAND PRAIRIE. Tx 75051 0 TRUE TRUSS INC. 560ftE Program 1214 660-3940 LL BC WEBS 4x2 1t3 5P MEMBER TRUSS PLATE INSTITUTE 1122 Si 33X TOTAOL Z PROJECT: MASTER - AT�6 OCT 1992 scl* EXCEPT A$ MAY BE NOTED r,1U!'ttA 4+.1,1 III M 1.11 +Pft1l40 01WINa NIII(S ?r -6:041,Aak Pt UisSf,41,K 111SIAttitl SltA11 lfUcAltr Oil SII#VSfKSVIISAPJ1lrAa4(;Q90AURSPlu t'ttI\ 4•A)l,s4,rr,s.x!r,1.115t014t lttilt I,I(A St9'rt tit4t 1.4 AwA 11)(141 J0AOulr.AI#tj Mtitx"%If1 .., 1,';•y Rd+i::'•%-rl-,INx.,vz.'A.:rt'.=51A-.!.r•+ R.lit"t.01111 rImICI S All( fQl fVC0130WD 11)1){13111 101 lit liA'(1001;sutl Of tA1iRAltraAAttt1111lrtRU't)i' *1"ANN WNmi.." l+n.19 h",4311 iv..;' ''1'14 L-61;i!!:+Irtxl fu 1!4 i1rtU 011 Atuhl A pf{1101A C1KNU94#4 ON$I Wif Alio!jr.W WNW; LIM its RIALl11)t 11r oc I toll"l ltl 1144494 AJ41 fttu.w•.. 11frtA1 •yv:,r, :1.17£%•..rl`i •+raltvr.a U', 11g '-LiY`,.t :+y:'1/,4r 011Yl;Ak tMutaf liS Olk.))•t: 114 ICA hrfi SOtC t1,A%f ril 11,tri it 5'ly.tf«91xx.+s 10 00941i1 111 14 1x I. 1J.,•.-._ 19196 Vs 14 lit 191110,10119111%14141 N litlltAtIlblKIQltisfAln turti 1.11141 K1 Pr.6lt W841-11ftl YAAUI tiYt1:.{J A',0 trliyy14!,kVthU1,:.!11 Ill-.4-j'f .4i•dtUyiMAll Siell A,:fv.;iillsiu4",uffilltslrJd01(41lid llroOviust+C1•NI i-$"IRW)1tMltrMttlot NUU:MK•Lit um9S.14WIO)U%00, 00411VSWAArMf,IIIA i11AUS )t(:tyArlclfxf 11 Alt t;d;l S 44f RA•,ttPSIA'IAt 1JAx'tti.st, 1911 Tilts 011AW#4 MtiUtt Af:tof AfAl 1151 S1rAII C49801114 Oc I&WI A AA lit,Lit OWN tr ltq%11Yrni tiAyu S:NI(9.I'SigN x U tit A'r; tr ttr.410144 m tri ;,;15 AUl NMI%)U 41, AV,'.a1 U 14 t; Vill"11111,IK'.AN 111 itAwAl1S RI Aru,4liXwof VIA( Airs 11`111 R Mr lxt9t+ IN LIEU OF A SINGLE LA'I'E'II2AL IMCLi A 2x4 BRACE MY BE USED AS SIIO4EiN IN SECTION 6-8. ATTACK BRACE WITH #10D WHON NAILS AT 6 1, O.C. . 71m BRACE SHALL BE 711E SMIS MIDER GRADIN {X11 DW1'I'ER 711AN T1LC3 LUMBER GRADE Or 7I113 WED DEINa BRACED. 11X1 NW SPLIT LUMBER WI MN ATTACI i I Na BRACH. 2X4 Wt:S MW6eZ SECTION B-B A 2d WEB MEMBER I 2x1 `l.` BRACE or zK4tfZ..r1,t3RAC-E LATERAL BRACE •. �''I �1„�'+...i..•'•1�� ``yam 'r,`rf rf��fu 11�t��titi�y1 s , SEE ENGINEERED DRAVIN9 FOR z PLATE SIZES AND LOCATIONS LOADING AND STRESS DURA116X SPAANDCING OF ACTUAL IRUSSECAFISURATILUADER ON MA11 frr�" sPAC04-0c.UAS. laowc Ictum SEE clscwilrk OPTIONAL V BRACE DETAIL i L8-3; V-2000 ><—, tt 11 Z IC ENGINEERED a is rsf f`4 rw1. CLARY' f+iG rr: 59V\1 ct Al Ac Psf wfss BRAVING _ II LU-SEW SHALL It W INt SKCI/IEC NlH/vp Cf•ADCS. S' gFEttoa ALLIES SHALL OE 11151-LLIC S•R•.EIwICALLt 01 101 ALL 1911S10J ONON)-CREEPS ASS"SE0 10 IE C011114J Slr IIR y Imjwc7 wt-AL 6WaCU4 RRf WEo 11•. •111.1 S•C:ICS• .114 ISL "41J.-.1 w0131w t C011(141. 04 RCN IHAT INE JO"JI. IuttO$I WKS 3.'6' 9%1111 PLIVOO pEa1H11TQ 1/2' $.1 SI19IKLL1I01 NO%QEC1s04 Cf 1.E TWA$. 6[GNYILHI, 4G IS Of RIaHEP ALLOW&*" SIKSS 1ALLCS. ALL VALUES USED a) lb Cocoa L11CIS AK tool PECOO"J"D To OCCUR w1/4 DRYWALL OR SPACING 119PAIPS SPACED f0' 6.6. w4k), 1twORAw!SPAC114 SRDAD tE VOTE IN ACccoc.HCE •11. tow OCSIOt 4PE RSED 01 TRE LATEST COITION OF TE W- OlKC10 9001t E WTTOH CROW SPLttE. UIESS 110190 OIKPWISE. CURRENT IPI SPACING"4I(KCTION PUILICATI04. 110u1 "SIGH St N,DAwoS PUOLlwa 61 TK HATIOHAL 71 Y-2000 APPR01'oL NUNOEAS: VIC 1742. FRA TCI 2014. SOCC UI ALL COTAPITCSSION CHOW IEWAS ASSU1.90 TO K CONTIIAAVSL11S1 IRIS OESIW CO/OM4 10 CLAR ENI Vt OCSlem SKCI/ICA. to-E61 PWODUCIS ASSOCIAT101. '211. 6OCA FILE 60-11S IRKED IV 9110411 3/6' 111101.1 RIP000 SKAIHN4. 1/1 1104 FOR KIAL RATE C0184CCIED OW I"SES u0 it I-IS 0(7101 1S is SEO OI CLARJ COAECIDN KATts 0t.+. W lots 1►J6S ws OttR DESIOEO FOA IK 1040114 SN0t61 OtlM.l OYIIALL OR OAaCtt*CENKwt SPACED At 16• 6.C. OUALIl1 S1A14AACS Fob T"SES. tI tOAECIM WLA/IS S11[S AWE ►+SED Of Aa1AL FOnCES 047, OI THIS ORATTI14. 111STALLAIIo11 SAID USE SMALL COOCN 10411. V49Ss 1101(0 OTHERWISE. 161 NO DEWS OF THE ISAuSt rat 69 CUT on woolFl(0 IN SAH ►n. It COAECIO- ,LATE SIZES ast CALL[0 OJT WIDTH tACAROSS SLOISI PITH THIS OESIOA 121 ® :1401CATES KA01110 LOCATION. 171 PECIAL HASCLIN0 CANE SNOULD Of I&KtN"114 SNIPOINO VIC 6, L11W10 14LO14 SLOTS) Aro 11E ORIOIIAIION W 1K 0) TRIS OESIG/l IS APPLIC&MI TO SHORTER SPAN (PUSSES OF EKC110H CP IPUSS[S SCS 046.11 tow Kt0HHctC.l10$ :L1!t t pyl is lif pltt( ICII OF 1.i R Aft I maTR IMH1ICA_ R OARI140 At0 C1XrDGL1TATl01 L-BRACE TABLE BUILDING TYPE: ENCLOSED RESIDENTIAL MODEL CODE: TANDARD BUILDING (SSCCI 1991) MAX. WEB WINO SPEED: 110 MP� SIZE/GRADE LENGTH MEAN ROOF HE GHT: 0' L-BRACE (SEE TABLE) 2X4 #3 SP 619" GABLE NOTES: 2X4 WEB - THIS DRAWING IS VALID FOR TRUSS PITCH UP TO 12 1N 12, AND 2X4 #2 N SP 81511 MAXIMUM HEIGHT AS SHOWN. 2X6 #2 N SP 1023" - LOADING ASSUMES A TRUSS SPACED 24" FROM ONE FACE OF GABLE AND MAXIMUM OVERHANG PAST GABLE OF 1611 OPPOSITE FACE. - TOP €DGE OF GABLE TRUSS MUST BE CONNECTED TO PLYWOOD DIAPHRAM FOR [18 PLF MAXIMUM LATERAL LOADING. FIELD CONNECTIONS BY SECTION A-A OTHERS. - BOTTOM EDGE OF GABLE MUST BE CONNECTED TO WALL/DIAPHRAM FOR 218 PLF MAXIMUM LATERAL LOADING AND 120 PLF VERTICAL UPLIFT 311, TYP. LOADING. FIELD CONNECTIONS BY OTHERS. 24" O,C., TYP, - "L" BRACING MUST BE INSTALLED ON ALL WEBS LONGER THAN 3'7" IN LENGTH SEE L-BRACE TABLE FOR SIZE/GRADE OF BRACE. ATTACH Q�1G� BRACE fO EDGE OF WEB WITH 1 COMMON NAILS SPACED AT 3" O.C. SV S 3x ENGXIUA). BRACE LENGTH MAY BE b" SHORTER THAN WEB 12,MAX. 12 l+t QLTH,SECTION NET WIND PRESSURES BASED ON DEAD LOADS SHOWN BELOW. _14t OF,e 10'10" MAX. � .- AANFI , 3X5 A //D/r .♦/� � ♦ / //I/ � •! ♦♦I ♦ ♦♦ • ' ♦ I! ", TYP• 3X5 L-BRACE ON WEBS LONGER THAN 317t1, TYP. (SEE TABLE) 24", MAX. S 1.I11 1 111t,,Tei/ 0040130 _ TRU55 HVST NAPE CONTINUOVS BEARING. ��{ � k 1 A �Tii CLARY VIVISION PLATE TYPE: O.C. SPACINO LOADING (PSF) TC LUMBER TRUSS: LIBRAR F1 • • iQOXIL 01G, 1 ALPINE ENGINEERED PROOVCTS Inc V-2000 LL TC 30 2X4 /2 N SP ENO. FOR: TRUE TRUSS — 1!003 loot S. Gsx PKVY. 6C LUMBER PROJECT: DATE: 31 Mar 1993 %ANO PRAIRIE. TX 75051 7.1 OL TC 15„1.7 2X4 /2 N SP LAYOUT IO: OF 12141 660-3940 LL BC 0 OL BC 10 MESS 2X� /3 SP ADDRESS: SCALE: (KNOER YAUSS PLATE 1NSITTUTE mr. !-F HAT DETAILS HAT NOTES: TC LU6EP.: 2X4 02 SP h BRACE PPORT TPUSS WITH: 2E X X4 CONTUS LATERAL BRACIJG. AT BC LUI•L'ER: 2X4 x2 SP 24' O.C. SPACI•IG. ATTACHED TO TOP 12 SIDE OF TOP CHORD WITH 2-16d 14ALS 94 WEBS: 2X,4 N3 SP � 3X.5 5X5 EACH TRUSS. OR 2 TO 12 -�4 COJTIti'JOUS LATEP.tL BP.ACI4G. AT 24' O.C. ATTACHED TO BOTTOM SDE 5X5 ' OF PUSS. BOTTOM TOP CHORD VATH C GP.D OF NAT TPUSS MUST PEST DPECTLY O4 TOP CHORD OF SUPPORT TRUSS INO GAP). -SECURE EPOS OF LATERA!- BRACIIG TO 3X5 VEEE�.AL Y1E C. -SORT TRUSS PMT BE ANALYZED FOP SEE NOTE C. 24. O.C. TOP CHORD BRACI4G. SEE GEIJEP.AL NOTE 1. B. SECURE WMT IJ PLUMB POSITION A10 ALIG-4 IT WITH SUPPORT TRUSS BELOW BEFORE PMYNG ROOF SHEATHIJG. 4-0-C). I•)AX.. 2-0- C. VERTICAL WEB: -SPAC14G IS 4'0' O.C_h1A)C_ -WEBS LONGER THAN T4' PEOUP.E BP.ACI4G: -01-JE POW OF IX4 #2 SPB OR BTP.. CONTIAMS LATEPAL BRACIIG 3X5 ATTACHED 2X3. TYP. PEP. TPUSS. OR WH 2-8d co!IMOJ LALs 4X4 •2 SPB T-BPACE. SAME LEIIGTH AS VEPTICAL WEB. ATTACHED VATH 8d COI•IV I I IALS AT 6' O.C.. D. ATTACH HAT TO SI.PPORT TRUSS 'ATH 13' LENGTH GUSSETS. EACH FACE. SPICED AT 4'0' O.C. MAX. 11-NMU1 HEIGHT OF GUSSET SHALL 03 FPOM TOP OF HAT'S BOTTOM CHORD TO BOTTOM OF SUFPOPT GUSSETS. SEE I40TE D. TRUSS' TOP CHORD. GUSSETS SHALL BE t'2' APA RATED 32/16 EXPOSURE I PLYWOOD. OP SUPPORT TP.IrS BP.ACI4G FOR SUPPORT. SEE NOTE A. 7/15* APA STP.UCTURAL RATED OSB. ATTACHED TO EACH FACE WITH ?d COi•1M0I4 /??z MALS AT 6' O.C. THPOUG44OUT.TYPE: El-COD L. o"�/( ��i� E -DESI%I CODE -- STADAP.D BULDI4IGQS8> '•., � -WIJD SPEED - 10 MPH Imo' +1EA1q HEIGHT - 31 FEET ' x'00 6 f• i � D K�� 4-6-/493 /►t•f NERAL NOTES: 91 ImIS Kr39M It IPPLICLKE TO S.a1D1 SPIN IMAMS or IDENTICAL LOADINe TC LL PSF OB• 15830 U �� AID PRo.oeTIONIL CO.EDIPYTION. 30 //Iltlntltiill" II LIMKe S-ftL K a 1K SPECIFIED NINIKM CN/DCS. SPtCIM w 1K NuIMUI MPI ALL rimom CNa10 KIeEr11 EITRREO to K CONrimAlm.t 11luts at ni"em TC OL 7 OR 15 PSF DATE 23 MAR 1993 C L A R Y 101,YNE CONTE-T, a tub+THAI IS Or MtKw ILLONII E 11TNEts VALUES.ALL STI• INtil PlteooD P"1NI14 lit• NIM DR1ALL a MPE:1N9 MEMBERS Dela#Thies vtto INE$IUP a 1K Lt1ED1 Solna a TK-IrlaAL KTICN SOKU)o P•1,.e.Put$, outs 1OIEP#TCN IM. POECIriC1,11ON roe WOOD C«neXllof tT IK AIL'11001111,FMESt aaweiS so ot. 111 ALL COWK 09 CNoTo KNMb►1:11K0 19 K CCNIINJDNILI IPACE9 of EITHER BC OL 10 PSF ORN 1 OF 1 tl INtt K31ON n NttO«QMT C0.1[CfoN PlFltf Kt. 3/0• MfN.i RTWDDO tKA1MU1t. 1/t- MIN.1 OMILL ON e1uCINs MEMBER: II CONECION PL1,rED still IPE P/BEP a�WtIL resets KT, trust AT ts•..t. Dllq. VKCtt NOTED 01KMI/E. i iNC:iii:"1 0 iuwC's°"ie1u1,1E s1nS 1,K crw our tr no1M ucRots aeTs1 SND LCNcIM 1ITTL.M.11NDICtICS Le110IL Loutim Ito" I1W.eIIIJ SC LL 0 PSF —ENG GMT a Ce»enoe PL►1ED"Ll.K IMI&Ulo w,Kt■TCALIt a QtuTt Porn ruts. 1a INSTALLATION AW 10113111411 or 1K TTUIS. KINt"Ut. AND ICVPQRAW 0ACIM a TEP C-0,41$R,C%s AMC NO,PECPC.o PtO I0 oCW PKCIen ILT.PPOtll!K IN KCINSA M 111111 HMPIENT IPI MICIIO END CKCTIOI CNI1Ee1A. T O T.LO 41 OR 55 PSF crtlt SCVtA-tit Pk-y. I Pons POO POLICE. 131 T-is DESIGN CWOUs 10 GLmwr 1►t DESIGN POECITICAllat TDR METAL Grind P1 Sfrfe, TX TSOSI IT r-41,00►n.o•AL N�w ft Tate Tau. rw its tela ""Fri). Pett 11.13. PLATE CY+SCrta No masts ANO SmIlt si"o Not Foo IMAM!. � / tl 131,TWA INE BEE-BEuscs Tee 1-1 Le.OINt so+N a N.Is VU.P4. 111 M KPPM•M TNent-1,T K M M NDptPItO to INE.Pt. FAC.. 33 i2f�1 6It.39 0 iMrALL1,n«uo CIM Swll Coww"silo Ints BEslp. 111 SPECIAL N.INDLIq CAMs sous K IUEN.Mt:.WCLM1. Ir"'LLITI« MEMBER OF SIE IALAS PLATE ITISTItulf ITPiI. 1,"9 MKt-L KeeT.RN01,neTM Alp CONtN1u•• MiS•S1 P.rn. SparT�ir. 24" JACK DETAIL TOP CIIORO 2X11 S0. PINE 12 N. EXCEPT AS SHOWN (••• ) 7_ 92 IIID OR COMMON TRUSS 001 CIIORO 2X'1 SO. PINE 12 If .• (2) IGO TOENAILS. 1 WEBS 2X4 SO. PINE 13 2' TYP. ••• PROVIDE UPLIFT C0III4ECT1ON5 AT UEARINGS AS INDICATED. OPT 10NAL OVERIIANG .� 11 II1P TRUSS UPLIFT : 3501 2001 BRG LOC: I ft UPLIFT BASED Oil 10.0 PSF TOTAL DE110 LOAD. WIND 7' SPEEOt116 MPH. MEAN IIGTti7.5 FT. ENCLOSED. (SBC) J3 VIND AIIALYSIS ALSO COMPLIES NIM SOUTH FLORIDA BUILDING CODE FOR IZ8 MP11 A110 38.0 FT. MEAN HEIGHT. 5' PROVIDE UPLIFT COIINECTIOIIS AT DERRINCS AS INDICATED. - J2 UPLIFT : 5881 4381 ORG LOC: t +* UPLIFT BASED Oil 10.0 PSF TOTAL DEAD LORD. WIND 3' SPEEDtl28 MPH. MEAN IIGTL22.6 FT. ENCLOSED. (SBC) JI WINO ANALYSIS ALSO COMPLIES NITiI SOUTH FLORIDA BUILDING CODE ►' JI 2 J3 J4 '1 Y FOR 120 MPH ANO 38.6 FT. MEAN HEIGHT. --- - HIPJRCK TOP CHORD LUMBER CRRDE t +++ ) MAX. NORMAL MAX. H I PJRCK SOFFIT WEIGHT �.+**►�-� 3'� 5'-� 7'-•••1 4 OVERIIAIIG OVERHANGTYP.►' y�yyyg l{1 N if/i LE14GII-I LENGTH 2 PSF 10 PSF ````���``� R. •y�%Ji,�' 0-00-00 0-00-00 12 N 12 N F1 1 -06-00 2-01-07 12 N 12 N 1-09-00 2-05-11 12 12 DENSE I 1 -09-00 2-05-11 - 11 N \ 1 2-00-00 2-09-15 11 1l DENSE 3 Be 2. 12 10 `'JAI j i:ls11t:1yt`t��` 4.G8 *+ 3X4 ' 2X3 ** OR * 3X4. SIMPSON 7HJR2G 3X4 PRY 8E USED 1•." '.tom 1-'..1 9-10-13 OVER 2 SUPPORTS _ I R•4631 u1 3.56• RsG521 Ut 3.56' ENO AND CORNER JACKS 111 i,inCK 1 GENERAL NOTES' M I..1 OCSIw IS NRl"O"t 10 LIYtIM S►u1 tluSatt a IUC9t,tat 40.019E TC LL 30.00 PSF JOB: 16431 AM P-00"tIOUL Caricu 1001. 11 Lto-KA Sntll K d 1K SK011110 111111901 Woes. SOCCIES. u40 199 9LA11" III All 14101101 0.090 KWtq ASfU•Ee se K caIII&AX1S1.T SPACES et 911.<R TC DL 7 OR 15 PSF GATE 04/26/93 CC.L. ARY NAlsIINt CaP1Sol. 04 SUCP Intl 1/a PISKR UL09A4L1 SINES$VALLES. ALL v4. 99114 PLYu000 SKAWNV. We 6410 DR/uLL OR WAC164 PENUMS CCS104 1ALO1S MD Aar SAUD eP lot LAtcal 9011109 09 1.4kAtlo•AL Kslw :/Acte 1411 O.S.bull, W&CSS 140111 01K9QSc. $oCCt91C4II0N PON Posts co"lftxlIc9 11 IK"llo.A►MIEs1 P9a"Is Assoc, m ALL ta9PPEsslo9 t""KwEN$ASSUKO 10 K Co..I1.u0UriI WCEO of MKS 8C OL 10 PSF ORH 1 OF 1 I1 ,PIs 0E 1109 IS 4ASro 09 cL4Nt c #49clao KAIIS D.oy, 3/4' 101111 PLINOOD 4441.119. 1111 MIP I SMALL M MAC114 Kw11.i 31 co9Ec1/N RA It,Sict$all caste DN WAS.FlAcco oN. $••'CIO Al ls•9.9. Intq, 11E9et Wit//1Kn.Ist. e ..u.9•.�1 Mt., AI ='clods 9LNt Wis ANE MLIN Chis o.91/19 ucross SLOPSI AND Ltoll. 411 i1401d KS/tAPIK LVATIPI. ly.•..••. ...1•.. 1^L uto s 91014. 131_,PP.�1101cAlcs WE"L $041-19 Kmca ITN wIPJ 8C LL 0 PSF -ENG ALF 9 aa.9EC1ON PU11/LOLL Of 1161KLCS SIPNEMCALLI 09 JOWS: NOV-NC1s. 141 114184tallol AM 1g911o9 OF LC Ivs. "-WPt. A.0 il.N'0•u9 8444114 41 OR 55 _ 1001 S. Grist Sawth-tit Pkwy. •1 tPoi3O'0. b1`yLin.'a1 19:co.•Cualo to ACM et4cK/40ouI IM �is 111414101iN0�'i gLiP«r�i01 09SICA SoCtIl cake's Pop [1A'1LNt'' TOT.LD. PSF &-&no Pralmt, TX )54'31 f/ y.:•••l-Cas"k.Poet Nk 1•C 1341. 9nt Ice MS4 0KC Ing. $Ota N-Sri. 9LAi9 00919/90 9000 Is"SCS up suKil9 s1upANDs to Immus. o/ 191$IPUSS bus•Ian KSi4 e 109 1K 1,0411•.9$00"ON 1..1%ORAP1na. :s.l. w K-no.1 ,.t put PA9 K m ON to0lI Its IP 0999:4/, Dl1R.FAC. 1.33 . n 11 1 12141 660-3940 1P1taustIm w4p.119 SP L IPN9.P.PSI./919 1wusN ....... ..,.-.........-.._..___...... ... .....-...- .._..,..... -50 sy,�- .r< .. •_ .- �f.. E �4� ,�[!�'1_ •t• �`"�si .� _ t-.'-'.ft ice.,_ 3 _ �_ �_, t-- � . . '�-"'�Y 1Q~ _ .,. r . ....�� - - c ` 17 to 3 D" - - • .tea - - - -/ -72,40--aa ;ZIA - 5E 3p(-61,) .5 P06 , �� aN bETAIL —1 1 370' ?i is Q 1 7- W(-37(0044-15 Q am r ! f' T! -it P>c 1 • 8`� -�t 1 g'J�-O�, - SPIN.I7_o'f#. _ _ T D o•)q-1 SPDC -3d- FI-7 Spec- — T-S 1Eh 50-4 -5_5PB4 ' T- 5 Hoa 1w 2E lB' Sptac - , CO I. Do not cut or alter tosses = r.ittiott xriY.e9 Emission 1 -o")H - NANGER'S� . from True Truss {' :1, 1 of-o' HG-5 7-a 2 L Truses �rlti be boat in 7=Z t t Nol s� + 2 X 6-8 strict aceordlixe With this kyout. 1 f Approved Sr - 8 E 4 X 18 .......... 0 " CUSTOMERES- 10B NAME••�3?05--- ... o f 9i� S�(�� C,;XITI, / Elf e l�tY .,.wvcoAT. • �+ - RUE,TRUSS 641-0166 • 21 .0" '• I��-o� Pi-A .� ���o+ a R R i0. rr,Di., OB-NUMBER' EL��T�a� ' 5' "^ T1 AN-Tie LA&JL I jr 1A 6UI'LDINO'OFFICE 171994 08-05-1993 S = Z E ANALYS I S Page 1 of 1 11:07:13 TRUS JOIST MacMILLAN (MAST_siz-S1001) MARK H. ROSE (SOlOD) Project Name: CENTER HOMES - PLAN 13705 A 6 B Page Title: GARAGE DOOR HEADER ' ---------- TJSizing'" v3.40 ---- Building Code NER ---------- Type of Sale Distribution ----- 1193040417 ---------- Application: Deflection Criteria (MR) Member Use............... HEADER Roof (non-snow--load, LDL) LL Defl TL Defl Member Top Slope(in/ft)... 0.000 Stress Level............... 1331 Span 1 L/240 L/180 Roof Slope(in/ft)......... 6.000 Live Load(psf)............. 30.0 Floor Decking............... N/A Dead Load(psf)............. 17.0 Repetitive McAber Use....... N/A Partition Load(psf)......... 0.0 Reinforced Overhangs........ NJA SPECIAL LOADS: Live Load Stress Dead Load Width Starting Point to End Add/Reel 1 UNIF(plf) 350 133% 220 111- 0.00' S'- 6.00' from Lt Repl 2 TRIAN(plf) 0/ 120 133% 0/ 75 51- 6.00' 0'- 0.00' from Lt Repl 3 CONC(lb) 1750 133% 1110 5'- 6.00' from Lt Add 16" TJI(R)/96 JOIST 161- 6.00' ' ----------------------------------------------- S I Z E A N A L Y S I S ---------------------------------------------- IMPORTANT! The analysis presented below is output from software developed by Trus Joist MacMillan(TJM). Allowable product values shown are in accordance with current TJM materials and code accepted design values. The specific product application, input design loads and stated dimensions have been provided by others, have not been checked for conformance with the design drawings of the building, and have not been reviewed by TJM Engineering. Design assumes adequate continuous support of the joist compression flange. Web stiffeners are required at bearing 1, 2; and special load 3 Maximum Design Allowable Control Shear(lb) 5253 5253 < 5985 114% RIGHT end Span 1 under 1331 stress TOTAL Load Moment(ft-lb) 24201 24201 < 26215 1081 MID Span 1 under 133% stress TOTAL Load Live Defl.(in) 0.595 < 0.825 L/333 MID Span 1 under Live Load criteria Total Defl.(in) 0.971 < 1.100 L/204 MID Span 1 under Total Load criteria Span 1 Max. Reaction Total(lb) 4414 5253 Live(lb) 2707 3223 Assumed Brg. Length(in) 3.00 3.00 Max. Unbraced Length(in) 48 Copyright (c) 1993 by Trus Joist MacMillan, a limited partnership, Boise, Idaho. TJI("' is a registered trademark of Trus Joist MacMillan. TJSizingT" is a trademark of Trus Joist MacMillan. r TRUSS � , ► IO Sp FoR ve. TheSe SPecificalllo Seal ns e ro ect named ab0 Engineer who e of the Proles of the Firlda Department of truss Specifications nsibieecha g R been prepared under da the S elute Chapter 471 and The numbers listed below sre a list of attached herewith and have 21H-23. on this index sheet n cordan -23- w affixed Regulation Chapter professional Reg 1 of2 jo 6 1 2 110 2of2 101 2 131 0 •'4 �;' �9 E d E;�✓ 1) LUNSCE SHALL K Di UNE SPEOIFIEO MIMI"GRADES, A) CWRFCTOA PLA7EE SNALL K INSTALLED S""IRICALLY ON 5) THIS OtSION is APPLICASLF TO$4007an Spot TRUSSES of ISI .0- INDICATES I MAIM. ARACTHO MENAER 11X4 WIN.) SPECItS, 0-0 MAXIMUM MOISTSW CONTENT, O1 SUCH TWAT THE JOINT. 109NYICAL LOADING AND CWIOARA770H. 141 INSTALLATION AND EAECTIOM K THE TRUSS. PEPMMEHT, AIO IS OF NIMEA ALLOMA4E STRESS VALUES. ALL VALUES WO AS TDF 01240 SPLNYS AAE 1105 KCOMrMOLD TO OCCIM 441 THE 100 CHORD WALL K LAIEnALLY SPACED ES7NE14 OV 3J0' NSW`OAAAV SPACING SNO.LO K GOA. 1N 4000A04NCE WSJ" FOR DESIGN ARE SASEO ON INC LATEST COITION OF TK w. DIRECTLY AWVC A SOTTON WORD SPLICE. IRMI SHEATHIMS M IRAC110 NEWM:AS SPACES AT 3-0' O.C, CLOWNT TFI SPACING AND ERECTION pALICATIDW. 1100AL DESIGN STANDARDS PUALISHED AV INC NATIONAL 77 V-2000 APPROVAL.14.60ER6: USC STA', FILE ice 5014 SOCC WAY,), 16S THIS DESIGN CONFORMS 70 CURRENI TPI DESIGN SPECIFICA- FOREST PAODUCIS ASSOCIATION. 7201. SOCA FILE 46-126 11) AE WITOM CHOW SNALL K LATERALLY SPACEO EITHER SY TSOS FOR METAL PLATE COMCCIED MOOD TRUSSES Ara 21 THIS DESIGN IS SASEO DH CLARY 00#*CCTQP PLATES ONLY. AI THIS IAUSS HAS SEEM OESIArM9 FOR THE LOADINNS SNOW IAA'69I04.1 DRYNALL.OR SPACING WNWAS SPACED Al 10'-0' DUALITY STAMDAPUS FOR TRUSSES, S) CONNECTOR PLATES$AES APE AASEO ON AXIAL.rowas DKV, ON THIS DAAMIW. INSTALLATION AND USE SIULL WfOAt 0.6 ANAx.). .1 111 Na MEA"A W THE TRUSS MAY K CUT SP NWIFIED IN ANY MAv, 4) Co0NEC104 PLATE SIZES ARE SSIYEIN SO DEO. AXIS W 0 DEO, WITH TNIS DESIGN. 121 ® INDICATES SEARING LOCATION. AXIS (VCR, AV HOR92 I. *Odd Woo Length Maximum deflection occurred at bottom joint #5. -CONFIGURATION C LOADING SPECIFIED BY FABRICATOR, Plate turned 90 deg. Maximum Live Load Deflection of .19". Index+.335. 1L/10721 -PLATE TOOTH VALUE REDUCED BY 15x. P*Typical Panel Maximum Total Load Deflection of .261". Index-.307. (L/781) -HOAIZ. STRONGBACKS PER PCT-60 SECTION 600 REQ, Total quantity of trusses w i L In to In In i 1 1 1 1n Ifh7 14- 1n cn M M m v c0 10 f t 1 t! 1Tx3 Q x A*1016 m ro R-1016 13.51 13.51 15-1 -12 Tp�29.5 10 PL HIS TRUSS ANALYZED KITH PPSA3 ORCES (Left-to Right) OP -1275 -2950 -3850 -4033 -3489 -2209 0 ESS -1009 2529 -1322 820 -780 371 -333 -98 137 -559 596 -1041 1087 -3629 -104 OT 0 2309 3560 4110 3926 3023 1359 CLARY A Division of PLATE TYPE: O.C. SPACING LOADING OFSF1 TC LUweER DESCRIPTION ALPINE ENGINEERED PRODUCTS Inc y-2000 2..0.0 40 2-4x2 >r2 Oe SP 16'11-3t4` GARAGE MEAGER w 1802 S, GREAT SOUTHWEST PKWY. �.0 LL TCi0 SC LEER 1-'4X2 12 0S SP ENO. FOR E►� GRAND PAAIRIE, Tx 73051 OL TC 0 TWE TRUSS INC. 50MCE Program (2T4) 650-3940 LL eC ME" 4x2 #3 SP � 568 ei 33!( a PROJECT: MASTER - AT�1$ OCT 1@92 CA ATF INSTITUTE TOTAL "5 EXCEPT AS NAY BE NOTED 1) LtNKR SMALL DE OF TNI SPECIFIED MINT"IMAGES a CONNECTOR PLATES SMALL K ROYALLE0 SVwE1PSCaLA.V ON W THIS OESIGM IS APPLICADLE TD SMATEN SPAN TRUSSES of 1% 0' INDICATES LATCOAL SRACINO NEWA. (sX,MIN.) PELItS, AND MAXIMA NOI#ILM CONTENT, OR SUCH THAT 1011 JOINT. IDENTICAL LOADING AFD CONFIOMPATION. 141 INSTALLATION ANO ERECTION OF TNI IAUSS. PEAMAIENT, AIA I$OF M)GICR ALLOMAALt STPESS YAL(.LS, ALL VALLKS MUD G) TOP CNDRD&-LICKS APC MOT RICOwEN0E0 t0 O=P 141 Tr! TOP CHORD 0044.DE LATERALLY GRACED CITNER SY 3/0' TEMPORARY SPACING&"L0 GE 909 IN ACCWANCE VII. FOR OEEION ARE*ASID ON At LATEST E01110M OF INE HA. DIRECTLY"OK A SOTTOM 01080 SPLIM (Mi M.) SPICAT111119 OR SPACING,MENKIK SPACtO Al 314' 0.61 CTPwCNI TPI SRACINW KO tKCtION FUKICATI(NS. 11014L DESIGN StANDAPOS FwK)sNEO DY THE MAtIONAL 17) V-00 APPROVAL FLOWERS: MC SQAL FNA TCS W4. SAM WAY.). IE) TNI#DESIGN CWOPW 10 CIRPEMf Tit 0(11W SPCCINCA, Foncir PmoDwt&AtSOCIAT)DN, Int. SDG FILE 04-1I0 it) 1111 MICH CHORD SMALL K tATERALtY SAACID 111KII OY It"104 METAL PLATE COIN{CItO MOOD 1WASS&S AND t) THIS DESIGN 15 GASEO ON CLARY CONNECTOR PLATE#ONLY. N IRIS Tom NAG SEEN MIGNED EOR TIE LOADING SNORE 1/S'WIN,I OWN"OR SPACING NEAWERS VACED At J.-0' TAIALITY$,Amu"FOM i""$, 3) CONNECTOR PLATES SIZES ARE SASED OR AXIAL FORCES ONLY, CK THIS DRAWING. INSTALLATION AND USE SMALL C40WO I 0.9 No.). 114 NO KMI64 OF THE TAUS$NAY K CUt OR MODIFIED IN ANY MAY, U CO+ECTOR PLATE SIZES APE GIVEN Ib 090. AXIS GV S DEO, WITH IRIS DESIGN to ® INDICATES&CARING LOCATION. AXIS OCR. GY hwIZ G. -Odd Web Length Maximum deflection occurred 6.72' from the left and of bottom panel a4, -CONFIGURATION s LOADING SPECIFIED BY FABRICATOR, •Plate turned 90 deg. Maximum Live Load Deflection of .234', Index-.414. (LAA871) -PLATE TOOTH VALUE REDUCED 9Y 15%, P-Typical Panel Maximum Total Load Deflection of .322`, Index-.379, (LI633) -HORIZ. STRON68ACKS PER PCT-80 SECTION 600 REO, Total quantity of trusses - 1 PLF 07 to 9 X 9 X 9 X X lM In >n IIn X x x x x x x x x x x x x t0 GV In W in EV In t11 In tY in CU IO 14' txn In 1n In to to to R-1568 In to R-1568 13.51 (3.51 16-11-12 TP-311 PL HIS TRUSS ANALYZED WITH PPSA3 ORCES (Left to Right) OP -2280.,.-2280 -5182 -5182 -6617 -6617 -6617 -6617 -5182 -5182 -2280 -2280 ESS -1533 2653 -249 -1975 1529 -219 -1088 645 -219 -218 -236 -219 645 -1088 -219 1529 -19754 -249 2653 -1533 OT 0 3916 6083 6798 6083 3916 0 CLARY A Division of PLATE TYPE: D.C. SPACING LOADING SPSF) TC L R2-4x2 02 Ds SP DESCRIPTION 16�11-314' GARAGE HEADER A ALPINE ENGINEERED PRODUCTS Inc V-2000 2-0-0 40 � GRAS S. GREAT SOUTHWEST PKWY. 5.G, LL TC10 RC LUNffR2-4x2 #2 Ds SP END. FOFt E►�a GRAND PRAIRIE, Tx 75063 OL TC 0 TRUE TRUSS INC. SO CE Program ^ LL sc WEGS 4X2 03 SP •'�a e t 33x QT PRD.IECT: MASTER - ATIb6 OCT 1992 6cj-�k EXCEPT AS KAY eE NOTED TRUSS SPECIFICATIONS s FOR CENTEX 3705 B & D The numbers listed below are a list of truss specifications for the project named above. These specifications are attached herewith and have been prepared under the responsible charge of the Professional Engineer whose seal is affixed on this index sheet in accordance with Florida Statute Chapter 471 and Rules of the Florida Department of Professional Regulation Chapter 211-1-23. DRAWING NUMBER DATE 14957 1019 REV1 5-1-1993 14957 2of19 REV1 5-1-1993 14957 3of19 REV1 5-1-1993 14957 4of19 REV1 5-1-1993 14957 5of19 REV1 5-1-1993 14957 6019 REV1 5-1-1993 14957 7019 REV1 5-1-1993 14957 8019 REV1 5-1-1993 14957 9019 REV1 5-1-1993 14957 10019 REV1 5-1-1993 14957 110f19 REV1 5-1-1993 14957 12019 REV1 5-1-1993 14957 13019 REV1 5-1-1993 14957 14of19 REV1 5-1-1993 14957 15019 REV1 5-1-1993 ,�plUttittiltq 14957 16019 REV1 5-1-1993 14957 17019 REV1 5-1-1993 14957 18019 REV1 5-1-1993 14957 19019 REV1 5-1-1993 t TEX 3105-Y',k CS .9 31E'_'1N -L A•FS —,L BE 1'=_I-- LEF; E-rAE lnl_r LL_• n!1 li. =L1_ tE li I 1 '':TPC'•I iPF: 5 AS eF.C. ifl PE G]Iil it Nall L ...13 _ __. 11101 RTES LATERAL S--IES, .(J :9x HA/IH_tn r.DIStJr•E C.0 is,1 70 S_'H IHA' I.c .'3[I1 BOACEG B' EITI+P OE ; E 3/e' �M 111' PLIWODD CED IHIfIG, 1/2' le' II-IALLAIlBR AIIC•EPE TI"11 �F 1 E IPJSS, E tr'C IS i I.,n_P ALLi)MABLE SIFESS -rALr)E 5. ALL /ALLIES USED b 1_P CHCFG SPLICES AGE IIDT PE CDIN.rE IIDEG TD C'.C'.IP IH III. OR•MALL OP BP AC/IIS HE MBENS SPACED ]0' 0 C IH</1. IEFtPCP AP'+ BRACING S1IUJLD BE DUfIE lll -C•_•;.PC trr,_ wlln FOR DESIGN ARE BASED 011 TIE LATEST EDIT10H �F THE IU- DIPECIL' ABOVE A BOTT5H •_HDPr, SPLICE. _(LESS r4OTED OTHEPWISE. CURRENT TPI BPACIIIG ATPD BE P'JBLI•_ATI7HS. TIOIIAL GESISII STANDARDS PUBLISHED B+ THE NATICNIAL 71 I-2000 APPROVAL f1'JM8ERS: UBC 2342, FHA TCB 2014, SBCC 11:� ALL CGMPPES510N CHORD MEMBERS ASSUMED TO BE CDNTIMUOJSL/151 THIS rESIGti CDIIFDPMS TD CJFPEFIT TPI DES 5N SPECIFICA- FOREST PRODUCTS -SSGCIATTNI. 7251. BDCA FILE 86-125 BRACED By EITHER 3/B•' 'MITI.) PL/WOOD SHEATHING. 1/2' T10t4S FOP METAL PLATE CDfn1ECTED WORD TPL'SSES AHC 2) THIS DESIGN IS BASED DH CLAn, CDINIECTOR PLATES GILL/. 8) THIS TRUSS HAS BEER DESJGUED FCO THE LOADIUG SHOWII 'MIN.) DPIWALL DP BRACING MEMBERS SPACED AT 16' o c. DUALIT'+ STAIIDARDS FOR TRUSSES. 3, CUUUE C T OR PLATES SIZES ARE BASED 04 AXIAL FORCES OHL', CIN THIS DRAWTIIG. IIISTALLATIDH AUC USE SHALL C044V,o14 IMAX1, L94LESS VOTED OTHEPWISE, 161 110 MEMBER OF THE TPJSS MAI BE CUT DO HODIFTEO IN All, WAI COIWIECTOP PLATE SIZES APE CALLED OJT WIDTH iACROSS SLOTS` WITH THIS DESI:aI 12i 6a 111DICATES BEAPIUO LOCATIDN. X17! SPECIAL HAIIDLING CAPE SHOULD BE TAWEII DURIN3 SHIDEIfr, AUD B+ LENGTH TALONS SL0T5� AHG THE DRIE14TATIO14 C•F THE 9: THIS DESIGN IS APPLICABLE TO SHORTER SPRN TP'.1SSES OF rY7 EPECT ION OF TRUSSES SEE HIB-91 FOP PECGr+ME11DAT10IIS --5ue'CALL.3'�!I$-L�DIRLCT-LC4L2 TttE-PLA�LEL- IC'LH TJX-LgAPIG�nD CDNF1GURAT 014.— -- -- --_--- -12611FIGURATIGII AND LOADING SPECIFIED BI FABRICATOR -PEPETITI'IE 1/EMBER STRESSES NOT USED. -ADDITIONAL PLATING FOR HANDLING TRUSSES IS RESPONSIBILITr OF FABPICATGP. t 4-0-0 4-0-0 Max Height 3-4-3 74 PLF 1 4- -e 12 D 12 148# 6 \ l 6 422A \CJI � 13711 137# m f^ 370 313# 37# T T 542# 542# 1^ m [3.5]2t% 13.5121% v v 1 , 20 PLF 4- -0 m D X m 239# TA x N ry Forces(L-P) 4-0-0 4-0-0 D BUILDING TYPE: Enclosed Residential CODE: Standard Building Code (SBCCI 1991) HIND SPEED: 110 mph e-o-o MEAN ROOF HEIGHT: 13' I TRUSS LOCATION: (Se) area UPLIFT CONNECTION REQUIRED: '1"C)4- # AT EACH SUPPORT. NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW SEE NOTES 10 AND 11 ABOVE FOR BRACING REQUIREMENTS. No trusses: i Truss designed to support 4-0-0 jack system with Outrigger Maximum deflection occurred at bottom joint #2. Maximum Live Load Deflection of 0' (0/16), Index-.026, (L/13714) Maximum Total Load Deflection of 0' (0/16), Index-.028, (L/0) REV 5-1-93 (WIND) CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 8 0" STH-4 T-1 ALPINE ENGINEERED PRODUCTS Inc V2000 2-0-0 LL TC 30 2X4 #2 N SP ENG. FOR: TRUE TRUSS INC - SOS 1801 S. GSW PKWY, BC LUMBER PROJECT: CENTEX 3705 8 DATE: 1 Feb 1993 GRAND PRAIRIE. TX 75051 7.0 DL TC 7 2X4 #2 N SP LAYOUT ID: IOF (� (214) 650-3940 L L LL 8C 0 WEBS 152 OL BC 10 2X4 #3 SP ADDRESS: MEMBER TRUSS PLATE INSTITUTE 33.33 TOTAL 47 SCALE: EXCEPT AS MAY BE NOTED 112 1. l w+9_ S. LL BE CF TuE S ECIE IED:+11111+JH r.PADES. 5. GUIjFf TCP PL-TES 5u-Lt. LE IIIc IALLEO S'Nt4ETPI-_�,LL1 UII IJ: ALL IEUJI rll 1HUI+5 NENL'EPS a 5;1NED TO EEIC`JUi "UOJ5LI 13' .fes 1110ICAi ES LATERAL BPCLIIIG uE H8E4 1' 1 I S EC[ES AIlO f9% uA/II+'Jla N7IS t'JEE C3r1IEFIi 7P 5•J�u iu Ai luE JOINT EPA CEL Or EII HEP 3/8' '141 NI PL�NOOD SHEATHING,, 11/2- JAI INSTALLATIGI ANG EPECTILt, CF THE 7RUSS. EPIIAIIE1Ii. APL IS 3 nI"anER AL LJNA BLE STRESS i-L-JES. ALL IAL UES USED 6 TLP-HORD SPLICES APE IIOT PE'C314NVIDE0 TO C='JP IMI11: OH+NALL JP 6FlACI IG NE NBE PS SPACED 1G' o f INA/:, lE14PGPAPI BPACITIG SHOULD BE DONE IN Accc PG FP CE Nlin TDR DESIGN RPE BASED 011 TnE LATEST EDITI JfI OF THE FIA- GI RE CTL'T ABOVE A BOTTOM CHOP0 SPLICE. UNLESS 11OTED OTHERWISE CUPREIJT TPI BRACING AND EPECTIGN PUBLICATIOIIS. TIOIIAL GESILII STANDAPUS PUBLISHED B/ THE NAT1D1lAL 71 J-2COD APPRD''JAL r1'_w40ER5: '.IBC 2342. FHA TCB 2014, SBC'- 111 ALL CUMPPESSI Gt!CnCPO NENBE RS ASSUMED TO BE CUNT Ita•JO'JSL-''15! THIS DE GPI CONFORMS TO L'JPREi1T TPI DESIGN SPECIF[CA- FOREST PRODUCTS ASSOCIAT/Drl 7251. BO.OA FILE 06-125 BRALEG B'+ EITHER 3/B" 'M ltl.; PLVNOOD SHEATH Irl G. 1/2' TIONS FUR METAL cLATE COTOIECTEG WOOD TRUSSES AUG 2) THIS DESIGI! f5 BASED 011 CLAP+ CONIIECTDR PLATES GtIL/ e) THIS TRUSS HAS BEETI OESIGt1EO FOP THESL DADNIG SHDW11 :14111.) 0 'WALL OR BRACIFIG MEI4BERS SPACED AT I6' o c. OIJALIT/ STAFAAROS F:M TRUSSES. 31 CDTF lE C T OR PLATES SIZES APE BASED ON A/IAL FORCES OIILI, ON THIS OPAWIrIG. ViSTALLATIOII ArID UE SHALL CUIFLPM naa/!, UNLESS t1OTED OTHERWISE. 16! IID MEMBER OF THE TR'J55 MAS BE CUT OR MODIFIED Irl ANT NA i. Al CDr ttrE CTLR PLATE SIZES ARE CALLED OJT WIDTH (ACROSS SLOTS! WITH THIS DESK+I 12;1 ® 11IOICATES BEAPI113 LOCATION, "f 7! 5PECIAL HANDLIIIO CARE SHDULO BE TAKE II DUPING SHIPPIIF3 ANO BI LE141" IALONG SLOTS] AND THE DPIENTAT ION OF THE 9; Tn IS DESI GrI IS APPLILABLE TO SHORT EP SPAN TP'JSSES OF EPECTIUr!OF TRUSSES SEE HIB-91 FOP 1ECO-1V10ATIDtIS C 'JT THE D R CT DN GF P T NGTn. D NT C 0 FIG ND C tIF GJP T ON. -0014F IGURAT IC" 4110 LOADING SPECIFIED BV FABRICATOR -REPETITIVE 14EM13EP STRESSES 1407 USED. -ADDITIONAL PLATING FOP HAtIOLIHG TRUSSES I5 RESPOtISIBILITI OF FABRICATOR. 5-0-0 - I Max Height 2-10-3 74 PLF m X N 163# 12 6 163# m � 1 0 N 2T 3T 42411 5330 13.5112% [3.5115% 20 PLF m v 3- -0 542# ForCeS(L-P) m 3x4 N BUILDING TYPE: Enclosed Residential D CODE: Standard Building Code (SBCCI 1991) WIND SPEED: 110 mph 5-0-o J MEAN ROOF HEIGHT: 131 � I TRUSS LOCATION: (Se) area i 5-0-0 UPLIFT CONNECTION REQUIRED: 2t6 O # AT EACH SUPPORT. NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW SEE NOTES 10 AND 11 ABOVE FOR BRACING REQUIREMENTS. No trusses: 2 Special Loading; Refer to Loading Diagram Mid panel point deflection .1387 L r CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 510- MONO GIRD T-2 � �✓ 1 ALPINE ENGINEERED PRODUCTS Inc V2000 2-0-0 LL TC 30 2X4 #2 N SP ENG. FOR: TRUE TRUSS INC - SDS 1801 S. GSM PKMY. BC LUMBER PROJECT. CENTEX 3705 8 DATE: 1 Feb 1993 GRAND PRAIRIE. TX 75051 7.0 DL TC 7 2X6 #1 Ds SP F (214) 660-3940 L L LL BC 0NESS LAYOUT ID: ^ MEMBER TRUSS PLATE INSTITUTE 48 33.33 OL 40 2X4 113 SP ADDRESS: SCALE: ,J EXCEPT AS MAY BE NOTED �J U -. - _ - ..',l n1u; lu HE'cOnl nlunLl;L. I1� . Inb r:R lE',1AIC -L Pll-'(_I u1, - I Lei•+u_ -IV I,•F ` cCl,I'." HI,11+J 1n �.;f'F'�, -:.I(IP rI.IE'.`TALL I'.(. II.SI AI.I I I' +„f i�i':.�ll I;II t i el_I. 11.II'I.,I „r 1,+I. MLMLE P,, ,CCr+IfF I• 5r.E-1E5. L I N t YI,+�I' I+]ISIJ�E T3rl lENi;3TC S'.+.,+ 1•,At 1 E '/3INT OnA.CEG DC EI1++E F+ "ITR :M III:' TLCW030 SHE RiHfrAS. I/2' to I,I:.I ALLATI:;1I AN('.EPEC t _. I Irl:;F THE tr.JSS E F IS �F nl.,n_a At LOM.-RLE SinE55 •<L,JES, ALL ;:.L LU USED 5 1-n _H— SPLICES APE 11lit l+E:.'11+C'IDEG "1 -...r fHlll; Gf+•N;.LL CP BRACING. HEMBEP. SPACED IC o c IMA/ lEIt`C AP' B-t1115.S 1LC•BE ODHE ill AC_' C -F HIr.� FCP DESI iH APE BASEO ON TME LATEST EDITION �F THE IIA- OIPE'.TLC ABO/E A BOTT-5M CH pPC SPLICE =9IL ESS NOTED OTHERWISE CUPPEIIT TPI BRACT— AIIG EPECTIOrl P_BLI=.•tI , TIDHAL GES13tl STAtCAPOS PUBLISHED B+ THE NATIOtIAL ,+ l-2'00 APPPO'!AL 11-JI48ERS: 'UBC 2342. FHA 7•_B 2014. SBCC 11) ALL C1',MPPFSSIDII CHORD MEMBERS ASSUMED TO BE CONTIN'JD'JSLN5t THIS GESIGII C011FOPMS TO C;IPRENT TPI DE51GH SPECIFICA- FOPESI PRODUCTS ASSOCIATION 7251. SOCA FILE 86-125 BRACED 8+EITHER 310” 'MIH,! PL'WOGO SHEATHIN5. 1/2' TIOI15 FGM METAL PLATE COHHECTED WOOD TRUSSES AHG 21 Tu75 DESIGN IS BASED Oil CL ARC CGNHE=10P PLATES MIL+ 91 THIS TR'J5$Ht BEEN GESIOHED FDP THE LTiADING 51DWH f 111.1 13 'WALL On BRAClHG MEMBERS SPACED AT 16' o c. OUALITC STAIIDAPOS FCP TRUSSES. 3, COr RECT:, PLATES SIZES ARE BASED ON Ail AL FORCES OIIL'. OH THIS OPAWIl1G. IIISTALLATIGII AHO VSE SHALL Cn11POPM 'MAI?. UNLESS VOTED OTHERWISE. X161 IID MEMBER OF THE TRUSS MA' BE CUT OR MOGIPIED IH AH'WAC. C OHNE CTGR FLA7E SIZES ARE CALLED OJT WIDTH (ACROSS SLOT S:� WITH THIS OESIGII 12:� ® INDICATES BEAP1115 L!1CAf1'.al. 17. SPErIAL HAIIDL1111 CAPE SHOULD BE TAMEH GURING SHIPPIIIG Ar1D B' LEIIGTH 11LO111 SLGi S. AHG THE OR IE11TAT1ON IF THE 9. THIS DESIGII IS APPLICABLE In SHORTER SPAR TPUSSES OF EPECTI611 OF TRUSSES SEE HIB-91 FOP PECCMr4EH0ATI0H5 C D'JT TH D R rT OH IF 7H P 7 LET" IDENTICAL L0.0 TIG Atir CONFIGURATION -CONFIGURATION ANG LOADING SPECIFIED B/ FABRICATOR -REPETITIVE 14EMBEP STRESSES NOT USED. - -AGDIT I OVAL PLATING FOR HAIIOLING TRUSSES IS PESPONSIBILITI OF FABRICATOR. 5-0-0 Max Height 2-10-3 74 PLF m X N 12 1630 6 163* rn I 0 N 9,05x* 9051- 1069* 1069* 13.5130% (3,5130% 410 PLF mT 11 I! Q 11 ;1 I ,S 9 to Forces(L-R) D 4�(a N �4 N D BUILDING CODE Standard Buildi g Code(SBCCI 1991) 5-0-0 1 WIND SPEED: 110 mph MEAN ROOF HEIGHT: 131 TRUSS LOCATION: (Se) area p 1 5-0-0 1 UPLIFT CONNECTION REQUIRED: 5 # AT EACH SUPPORT. NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW SEE NOTES 10 AND 11 ABOVE FOR BRACING REQUIREMENTS. No trusses: i Special Loading; Refer to Loading Diagram Mid panel point deflection .1387 [1REV 5-1-93 (WIND)/,-,r- CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 5'0' MONO GIRD T-2 �wlj• ALPINE ENGINEERED PRODUCTS Inc V�000 2-0-0 LL TC 30 2X4 ill N SP ENG. FOR: TRUE TRUSS INC - SDS 1001 S. GSW PKWY. BC LUMBER PROJECT: CENTEX 3705 B DATE: 1 Feb 1993 �OF I I GRAND PRAIRIE, TX 75051 7 0 DL TC 7 2X6 t/1 DS SP 1 y� (214) 660-3940 L N LAYOUT ID:L LL BC 0 WEBS 1U 48 33.33 OL BC 10 2X4 113 SP ADDRESS: SCALE: MEMBER TRUSS PLATE INSTITUTE TOTAL 47 EXCEPT AS MAY BE NOTED 3/4 L '­_ "L E "'E F,11." 1,1111 'r•.;It`:. i7 P If.':I I1+ t1:.Ir. I 1'C I I I':I:.I.I.I I I `_'•'I 11 1 111.::.11 11 11; .:I.I. I LII'I'.I I '.r�r r1'I- Ht,+HI 1'; `,'. 1H1.(' ID I:L It.III II11)0'./',l1:1' / II1H 1'-A lf'.I:II.HAL I1H;_III' HE HHEi� :'I-'I E ZIES, Ar ID ID% 1.Ai I1.'.:H I/31STJPE C'3;"ErIT, 0n -� THA1 THE _f71rH BPACEG Br EIIHEII J/B" .0 lrll nl.W"J:ID SPEAIHIII; 112' far `IS GF HIi.HFP ALL DWABLE STRESS :AL'JES, ALL :AL UES-!ISED fi i':',P CnCAG :a[`L ICE, P IMF P IIISTAI La IIG11 AiIG EPE•_11011 GF THE IC'JSS_ PE P1+'-llE rl i, ArIC. :•E EC:'A+HEIIGEG TD INlll: On�N r•LL Dn BP.lrl�.NEMPG P,SPACED 10' 0 c. (MAA:, TE IA AP+BPA�IHS SW7JLG BE OCA IE III AC.-SPG All%E WI Tn FOP DESI3r1 APE BASED Drl inE LATEST ED[Tl Dtl GF THE IIA- GiPECTL+ ae0'�E A BOT i..M CH pPG SPL I_E. 'JHLES$rIOlEO GiHEPX 15E CIIPPEIII TPI dPAC PACING MK. EPECIIDH P•JBLICATI Gr15. T1—AL GESI:+rI STAHC•APOS P'JBL I SHED B+ THE IIAIIDIIAL I !-2000 APPRD':AL fPs FIFPS: 'JBC 2342. FNA 1--B 201A, SOCC 111 ALL COIArPF5SIGII I:nOPG HEMBE.PS ASSUMED i0 BE CDHIIIPJO'JSLH51 THIS CESIGII COff'DPM5 TO�JRPENT TPI OE 5I GII SPECIFICt- FOPEST rPOGIIL iS ASSGCIATIO14 7251, I10CA FILE PC,-12G BPA GEG Ht E[IIf;P /R" 'Hlfl.i PL JNvGD SHEatH IrIG. 1/2' 715f15 FGP ME IAL PLATE CGH11EG7EG NOTA T[tt.'SSES ArIG 21 IH15 DESIGN I5 BASED DH CLAP/ CGUIIEC7Go PLATES GHL+. e) THIS IP'J55 HAS BEER GESIGIIEO F THE LGAOItIG SHDNII rNlfi.l DP/N ALL JP BPACIIIG uE HBEPS 5PACED AT I6' o.[. CfJALII+ ST Attt]AP05 cGP TP US SE S. 3, COtIHEGTDP PLATES SI2E5 APE BASED Ott AIIAL FORCES OHLIIN THIS OPANIHO. IIISTALLATIOU AHD USE SHALL CC�I1F.7nM 'NAY!• UP E 55 IIDTED OTHEPMISE. /,16! NO HEMBETT OF THE TPJSS f+AJ BE CVT GP HODIFIEO III AN' W.I. ._•3r PIE C/'.P PLATE 517ES APE CALLED 0'JT NIGTH iACPISS SLOTS; WITH THIS OE SI:>`I 12; PIDICATES BEA-1113 LOCATI011 17! SPECIAL HAfIDLIHS�CAPE SHOULD BE TANEII GLIn ItJ7 SHIPn TUC• MID B� LE HGIH TAI Ot10 SLGi S: AHG TnE JPIEIIT AT 1011 I, THE 9. IH IS OE 51 SH IS aPPL II:aPLE Tl SHGPiEP 5n af1 Tn•,1S SES DF EPEGIIvtI OF TRUSSES SEE HIB-91 FOP P ECG11HE tIOA T I Ot iS _-_51ZE CALL_D'U1 15_jf(L.0IBC_7 LPN f TH€PLAT L_LE1I�•�n ___--_-TDEL r I c6L_L1,J II,_Apo col IF_I Sur+Ai LGq,___ -CGIIF IGURA1IGll ARID LOAD IIID SPECIFIED B/ FABRICATOR -REPETITIVE MEMBER STRESSES HOT USED. -ADDITICAIAL PLATING FOR HANDLING TRUSSES IS PE5PONSIBILITf OF FASPICATC'P. -THIS TRUSS IS DESIGNED DULY FOR THE LOADS SHOWN. PROVISIDII FOR THE PPEVEMTION OF PONDING MUST BE MADE AND IS NOT THE PESPONSIBIL[Tr OF THE TPU55 FABRICATOR OR CLAPIN, I RUN 5-0-0 2-9-0 5-6-0 2-9-0 5-0-0 RUN 74 PLF 1-1-7 02 #2 1-1-7 Max Height 2-10-3 5- -O 16- -092# 92# 36B# 305# 305# 3680 12 12 1 DCj1 S 3x4 3x4 D S \ 1 1741 \ \� 1740 1 0 i 47# 710# 401# 7100 47# a I I v 1005# 1005# 4x4 4x4 [3.5]52% 13.5152% 3-AS Bx6 3x8 20 PLF 5-0-0 5-6-0 5-6-0 5-0-0 22t#5A# 53 #226 1-0-0 1-0-0 21-0-0 Forces IL-P) D BUILDING TYPE: Enclosed Residential CODE: Standard Building Code (SBCCI 1991) WIND SPEED: 110 mph MEAN ROOF HEIGHT: 131 TRUSS LOCATION: (Se) area UPLIFT CONNECTION REQUIRED: �-O) # AT EACH SUPPORT. NET WiND PRESSURE BASED ON DEAD LOADS SHOWN BELOW SEE NOTES 10 AND 11 ABOVE FOR BRACING REQUIREMENTS. No trusses: 1 Special Loading; Refer to Loading Diagram Maximum deflection occurred at bottom joint #3. Maximum Live Load Deflection of .152" (2/16), Index-.218, (L/1658) Maximum Total Load Deflection of .239' (4/16), Index-.228, (L/1054) ('REV 5-1,-93 (WIND)&F CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 21'0" HG-5 T-3v►y� ALPINE ENGINEERED PRODUCTS Inc V_2000 2-0-0 LL TC 30 2X4 #2 DS SP ENG. FOR: TRUE TRUSS INC - SDS (J 1801 S. GSW PKWY. BC LUMBER PROJECT: CENTEX 3705 B DATE: 1 Feb 1993 GRAND PRAIRIE, Tx 75051 7.0 OL TC 7 2X6 #1 DS SP "13c LAYOUT 10: 1214) 660-3940 l N L LL 8C 0 WEBS 368 33.33 DL BC 10 2X4 #3 SP ADDRESS:MEMBER TRUSS PLATE INSTITUTE TOTAL 47 EXCEPT AS MAY BE NOTEDn i-c S--LI ._G'•lr I•Ji+ _.tL'E 5, - - S :Jr::!E-tL Pt-IC9 `r':Ll BE I ,I..LLE.J `S-11FIL11: 1.1 OU --1'1: ALL IEll5l'l :r.)NG •EwLf"S TO PEI C'.110I JIJJ'..Lr 1 3� I" Ir101.,RIES LATEPAL B -CII!. IIEPBE r. 'In•r SCF C?cS. A!:G 15Y 1-11+_1+1.O!Sr'2cE C-T HT. JN 5_��H tl.Ar I", !01rtr UPACEG 61 EIIIIEN 3/e" ;N lrl' 11-•WOJO Sr+C ATH 111i, 1/2' 141 DISiALL A115I4 .1r,ERECTICH �F THE 7,-w S. IS CF nl.,n€P ALL. BLE STRESS JCL VES, ALL :ALOES 'JSEO 1, r'P C,A C SVL I(:ES ANE UCr! cE IIEIICILs iJ •'.(:'.IH (HITT. OP•WALL JP erl A,Irl': HE wBE NS SN ACEO 1G' u C NAY, TEMPCPAP.ePACiIID SHG'JLD BE OOUE N+ACCCT'�ll.'F WIIn F0v DE`I;11 APE B .EG G r" LAiESr E01LIJ1I JF THE Ile- GI NE ClI' AeOJE A BDTiSw -nG C .PL ICE. UNLESS OO TED'iTHEPWIFE CUP PE ITT TPI BPACIHG AM "PE -tI%N P•.IBLICSII IIS. TIO!IAL GESISr1 ST A!1GARO5 vJBLISnEO Ba THE rIATTCrIAL •r -200^ cvNPO JAL H'JMBEPS'. 'JeC 23 A2. Fns 7,-B 2014, SeCC 111 ALL CGMPPESSICII C.CRD MEI+BEDS A55'JMEG TD BE �dlilH'JPJSl H51 iH1 GES]Gtl COrIF pPitS Tp ='JRPETIT TPI OESISH Sr'ECIFICs- FGPESt PPCGVC75 AS SGCI:Tt Orl 725 f. BOC:. FILE BG-125 SPACED 8-r EITHEP J/B" ;MIH.; PL•WJGD SHEATHIIIC•. 1/2' TIGNS FDP wE TAL PLATE CC+TfIECTEG xOCiiO TPL'SSE5 AJG 21 rul5 OESIG!I IS eA5E0 GI! 'LA C1111E CTOP PLATES Gr!Lr PI Tu15 iP'J5S HAS BEEN GESIC,OED FF THE LGRGIUG SHOWN PIII.1 DRrMALL OP BPAClIIG PENeEPS SPACED AT 16' O C. OUALITI ST RIIDAPOS FGP lP USSES. 31 rONrIE GTCP FLA.ES SIZES RRE BASED Jri AYI AI FOPCES Or1Lr. OH THIS DPANHIG. IHSIALLSTI241 AHG VSE SHALL COIIEGPH !®MAY!. MILE 55 I107E❑ DIHEPNISE. )6! rq uEuBEP OF THE iR�J55 r+s. BE Cr_'i DR MD01F 7E0 Ir! sr!. Ws. _0H! CTCR RLATE SUES APE CSL LED 0'17 WIO7H IACP.:.SS SLOTS;' W(rH THIS DESI:�rJ 121 ® Ir10ICA IES BE APING LOCATI'•II. -171 SvECI AL wArxJl N13 CAPE SHOULD EE inxErl CUP 1113 5w1Pa111 Ar!0 A B' LET'S Tn IaL Gr15 5L_�15 ar!G TH JP1EH is TION IF TnE 9! Tr115 OE Si Gr1 l5 APPLICABLE IO Sn0N7EP Sral1 iR',r5SE5 [iF--— �7 --- EPECTiGN OF TRUSSES SEE HTB 91 FOP PEC'.•I+wEI10niI DHS _.JZ F CALL O'�t._ls-L,IC G1 FCC 7 ION cF TnE P AL fE LEnsI� -CCIIFIGLWATIGII AND LOADING SPECIFIED B/ FABRICATOR -REPETITIVE 14EM6EP STRESSES NOT USED. -ADDITIOt1AL PLATING FOR HANDLING TRUSSES 15 PESPONSIBILITV OF F?BRICATC'P. -THIS TRUSS IS DESIGNED OHL/ FOP THE LOADS SHONII, PADIISTDII Frin THE PPEVENTIDFI OF POIIOINO MUST BE IAl•OE AND IS NOT THE PESPOIISIOILIT/ OF THE TRUSS FABRICATOR OR CLAPY, RUN 3-7-8 + 3-4-8 3-6-0 3-6-0 + 3-4-8 1 3-7-8 RUN 74 PLF 1-1-7 1-1-7 Max Height 3-10-3 12 6 254# 259# 254# L L L 12 3x4 r Z24�114 248# 6 . S1 `� 1230 I L 0 650 138# 1380 5611, m ? t m I 1 m 960# 9600 v v 13.5138% 13.5138% 3x4 3x8 3x8 3x4 3x5 20 PLF 7-0-0 7-0-0 7-0-0 1-0-0 1-0-0 21-0-0 forces!L-P) D> BUILDING TYPE: Enclosed Residential CODE: Standard Building Code (SBCCI 1991) WIND SPEED: 110 mph MEAN ROOF HEIGHT: 13' TRUSS LOCATION: (Se) area UPLIFT CONNECTION REQUIRED: 407 # AT EACH SUPPORT. NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW SEE NOTES 10 AND 11 ABOVE FOR BRACING REQUIREMENTS. No trusses: 1 Maximum deflection occurred at bottom joint 02. Maximum Live Load Deflection of .073" (1/16). Index-.104, (L/3452) Maximum Total Load Deflection of .114" (2/16). Index-.109, (L/2211) REV 5-1-93 (WIND) /-U „-1 CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 21'0" H-7 T-4 W ALPINE ENGINEERED PRODUCTS Inc V_2000 2-0-0 LL TC30 2X4 #2 N SP ENG. FOR: TRUE TRUSS INC - SDS 1801 S. GSW PKWY. BC LUMBER PROSECT: CENTEX 3705 B DATE: 1 Feb 1993 GRAND PRAIRIE, Tx 75051 7.0 DL TC 7 2X4 T12 N SP LAYOUT ID: (214) 660-3940 N L LL BC 0 WEBS 286 OL BC f0 2X4 #3 SP ADDRESS: SCALE: --- 33.33 — —— 3/16 i MEMBER TRUSS PLATE INSTITUTE TOTAL 47 EXCEPT AS MAY BE NOTEEDD �,y I LJ - C­LL RE L 'r.c S E_Ir IEC MI11+JM r-.-UFS ...IIIE•:.TCP P :IES Sti LL BE IrISTAI LEC S IE1u I-..ALL1 UU 10: ALL IEHl,I',J IliluC MEMBERS 4E';.)NEG TO BEICOMT II IUrJ..`�L' 13' -5' IIIC I-AtE5 LATERAL BR A!'ll1. rE+flEr '1'4 F_1E5, tr.0 IaY MA/IMJM MCiSTJ.E COIIiEVi 3- 5,c_H THAT 1HE JJ]rIi BRACED R' EI11 3/R' �M 111' nl iN000 SNEA THIH3. 1/'" 14! (r151eLLALi GrI AI x)ERE OTIGH Gc THE 1R'JS S. PEu"AI IFlIT AI 1C IS 5F HIGHEP ALLCrlABLE STPESS 'TALLIES, ALL :-LUES'J SEO 5, T'_�P CHC.G SPLI•lES ARE HOT PEC�HMEHOEG 10 1HIM! DPIWALL CIR BRAG IrIG MEMBERS SPACED 10' U.0 !HAI: 1EMPCPA P'I BRALINS Sr1GJL6 BE DOME IH ACCCPGA(:CE 13TH WR 0ESISH APE BASED OV THE LATEST EDITION OF THE HA- GIPECTL'I AeO.E A B0Ti G11 HOPC.SPLICE. 'IILESS VOTED oTHERNISE� CLIP PENT TPI BRACItIG AIID ERECTIDrI P'JBLICATIVI1 TIOUAL GE 51511 StAMO ARDS PUBLISHED B+ THE IIATIORAL 71 J-2000 APPPO/AL 11_'IASERS: 'J BC 2342. FHA 7_8 2114. SBCC 1fi ALL C5IIPPES51511 CHORD MEMBERS ASSUMED TO BE COUTUIVI)JSL1151 1115 rESIGH CDtYDRMS TO_'JRRENT TPI DESISN SPEC IrICA- cC-EST PPOD'JC TS ASSOCTA TIOri 7251. BOCA FILE RE-125 BRACED B'V EITHER 3/8" NII.;• PLVWCx,D SHEATH1115 1/2" TTOHS FDP METAL PLATE COIIHECTED WOOD TRUSSES u10 21 THIS OE SIG'1 IS 0.'SEZ CCI CL ARi CGOIIECTOP PLATES GHLV. e) T415 7P'JSS H S BEEII DESIGNED FOR THE LGADIHG SHONII rMIr1.) DPVxALL DP BRACIIIG MEMBERS SPACED AT I6' o c. nUALI7V STAIIDAPDS FOP TRUSSES. " EDrl11EETGR.LATES SIZES APE BASED 0 A/TAL FORCES OHLI. Ort THIS DOANIH . IMSTALLATIGII AIID USE SHALL CO11FGP11 rMA/!• UNLESS HOLED OTHEPW15E. !16! 110 MEMBER OF THE iP'J55 MRI BE CVT D.IAOGir IED III >rJr WAS. COI HIE CTG.-LATE S12ES APE CALLED C'JT NIGTH (ACROSS SLOTS! WITH THIS DESIrII 12: ® PIDI•PATES REARP13 LOCATION. 'i71 SPECIAL HAHDLIt13 CAPE SHOULD BE TANEII DURA:, SHIFFItr, ArtO 81 LENGTH rALDHG SLGTS! AIID THE ORIE14TATIOH OF THE 9! THIS DESIGII IS APPLICABLE fO SHORTEP SPAM TP'JSSES DF EPE=TIGN OF TP:155E5 SEE HIB-91 FOR PECCMIEMDATIONS CALL OUT IDENTICDllj3 IID COIF GJP TIr?1. -cot IF IGURAT[GH AIID LOADING SPECIFIED BV FABRICATOR -PE PETITIVE 14EMBER STRESSES IIOT USED. -AODIT I OVAL PLATING FDP HANDLING TRUSSES I5 RESPOtISIBILITV OF FABRICATOR. -THIS TRUSS IS DESIGNED ONLI FOP THE LOADS SHO1J11. PPO'JIS[OIJ FOP THE PPEVEIITIO14 OF POIDING MUST BE MADE AND IS NOT THE PESPONSIBILTTI OF THE TRUSS FA8PICA7OP OR CLARY. RUN 4-7-8 4-4-8 3-0-0 4-4-8 4-7-8 RUN 1-1-7 1-1-7 74 PLF Max Height 4-10-3 12 Q 6 273# 273# y y 12 (� (�{�J D SXS 322# \ 3220 6 � v� � \ 1 2k3 \\\ S'0# 760# 0 86# 960# 960# m I I m 13.5138% (3.5138% a v 3x4 3x4 3x8 3x4 3x5 20 PLF 9-0-0 3-0-0 9-0-0 1-0-0 1-0-0 ForceSIL-P) 21-D-o D BUILDING TYPE: Enclosed Residential CODE: Standard Building Code (SBCCI 1991) WiND-SPEED: 110 mph MEAN ROOF HEIGHT: 13' TRUSS LOCATION: (Se) area UPLIFT CONNECTION REQUIRED: 1007 # AT EACH SUPPORT. NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW SEE NOTES 10 AND 11 ABOVE FOR BRACING REQUIREMENTS. No trusses: i Maximum deflection occurred at bottom joint #2. Maximum Live Load Deflection of .069" (1/16). Index-.098. (L/3652) Maximum Total Load Deflection of .108' (2/15). Index-.103, (L/2333) REV 5-1-93 (WIND), CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 21'0" H-9 T-5Q ALPINE ENGINEERED PRODUCTS Inc V 2000 2-0-0 LL TC 30 2X4 #2 N SP ENG. FOR: TRUE TRUSS INC - SOS 'y 1801 S. GSW PKWY. BC LUMBER 2X4 #2 N SP PROJECT: CENTEX 3705 8 DATE: 1 Feb 1993 I„OFI GRAND PRAIRIE. Tx 75051 7'0 OL TC 7 (214) 660-3940 L L LL BC 0 WEBS LAYOUT I0 238 33.33 DL BC 10 2X4 03 SP ADDRESS: 'J I' SCALE: MEMBER TRUSS PLATE INSTITUTE TOTAL 47 EXCEPT AS MAY BE NOTED 3/15 Ir ; fGP I-I.AIE`+ L LE TIS((.i.�E l; _ 1.+ .-L is 1111111 '"11)11( EIRFH5 A ti.'NED IG PE C' II IIINr) _ 117 IIID I:,%•i E5 LATERAL P A,.Iti FHDEP Irl. .�.+ r ,+ -I + r... .,,�� 7 C , •." t +:" ,I'. t-F C 'r1.. �r �,r-.I 11A1 1HE .1..1111 Et.AC E[ G. El 1I IFI 3,B' '11111 PL IWDDO SIE AT H III, 1-' In. 111 S I A L L A T I3I1:-IID ERE_71'�II',F 1'+E TPI�S1IE-1-11w,11, _ .. j 14 F r I r.::: .nF! c. ;E. [ -LL it I'ES 'I!FU 'i I'.V` '_r1'.i�E, ',TL Ir.E': ..ITE 1101 r1E'.+'11+EI OE[ +_':"'[1 IHIII DR1WtI.L J11 H11:."Irlr�HEPBEOS SPA'EG 1!' w c 11+A/' TEAM FAR• BRLC111G SHCJL'•BE DUIE 111 _-C-:PC-­-E w, E•!a CE'.1 i' I..E 'E._ EL+1 En11I::H CF IriF 11<- CIPS''-11_' -E'J:: t BOti.t1. -' GRC `-PLI'E '.'!TLE S il'JIEO CDiCRWP_ '-!IPRET17 TPI BP AC ITIS A7IG EPE'=TIGrl aJBL I'Aii CnS r10 ll:L CES(;`' Si Alr[-PGS r'JBI-I SHED B1 1nE NAIIOrIAL 1I !-2_G'' LFPPOl_ 1_'NBEPS' _'BC 2342. FH: T•.B 201n, Se C1: 11� All '!•HPPE 551✓II (:HCP FIE I+BE PS A55'JMEG T7 BE C:i11i]H,'D'JSL+151 THIS GESIG71 CDI IFDRI•IS T:�C:1FPEt1i IPI DES(Sr1 SrE=IF IC<- rCR-EST FPOFIJCTS ISS3CIAT I OtI 7251. BD'A FILE 86-125 6_r'ED Be EI tHER 3/B" '11TH.! PL tri iG0 SHEATHING. 1/2' TIDNS FDP PETAL PLATE C5'RIE'_7EG WOOD TOUSSES L"D 21 THIS DES15H IS BASED 011 CL.AR1 CDHHECTOP PLATES SNL 1. B1 THIS TRUSS HAS BEEN DESIGNE❑ F'iP THE LGAOIi1G SHOWN :Nit].) OP/WALL OR BPAC liIG MEMBERS SPACED AT 16• o. GVtL IT/ Si AIIDAPOS FDP TRUSSES. 3! CyINE CT..R PL-IE- SIZES AcE BA SEG 01 A/IAL FORCES OHL1. Orl TH15 DP AW IIIG. 111STALLATID11 AHG USE SHALL CC/IFDRN 14 /1, IAILESS NOTED OTHERWISE. .516! ND NENBEP GF THE TRUSS NA/ BE CUT OP NOGIFIED Irl AH. W:.. CDHHE CT,.R cL t.1E SIZES ARE CAL LEG•D,rT WIDTH (ACP-.55 SLOT WI iH 1HI5 GE 51311 12;' ezl It101CA TE5 DEAn f113 LO:'Ai1G11 17! SPECIAL HANDL IIIG CAPE SHOULD BE TA✓EN GLIB INS Su1nP IIIG Al1D A 61 LEHGtn IALOHS! SLOTS AHC. THE ORIENTATION GF TnE 9: THIS DESInH IS APPL 1!'eeLE IU Sn Gn1ER SP AH 7P'.1SSES OF G� ERE'1 IuN OF TRUSSES SEE HIB-91 FDP PE-!%IINEIIDA7IGHS ---�I7.L_C1L 1, D'J7 15 1nE_DIC�Or1 CF THE P AL flG TH, LC�t11I CAt�DA01F1•G ANG COfIF IG'.)RniION �- -COIIF IGUPAT IOfi ANG LOADING SPECIFIED Be FABRICATOR -PEPETITIVE MEMBER STRESSES NOT USED. -ADDITIONAL PLATING FOR HANDLING TPUSSES IS PESPOIISIBILIT/ OF FABPICATC'P. RUN 5-5-6 5-0-10 5-0-10 5-5-5 RUN 1-1-7 74 PLF Max Height 5-7-3 12 Q 6 3740 1 p 5x5 12 3780 3780 6 4. y ��3 yy3 191# 1910 m y 1 1 n 1 101# 2070 1018 950# 9600 13.5138% (3.5]38% mI Io v 5X6 3x4 3x4 20 PLF 10-5-0 10-5-0 Forces(L-P) 1-0-0 21-0-0 1-0-0 D BUILDING TYPE: Enclosed Residential CODE: Standard Building Code (SBCCI 1991) WIND SPEED: 110 no MEAN ROOF HEIGHT: 131 TRUSS LOCATION: (Se) area UPLIFT CONNECTION REQUIRED: 60 7 # AT EACH SUPPORT. NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW SEE NOTES 10 AND 11 ABOVE FOR BRACING REQUIREMENTS. No trusses: 1 Maximum deflection occurred at bottom joint #2. Maximum Live Load Deflection of .068" (1/16). Index-.097, (L/3706) Maximum Total Load Deflection of .106' (2/16), Index-.10i, (L/2377) f_REV 5-1-93 (WIND)A,,p CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 21'0" COMMON T-6 W�� ALPINE ENGINEERED PRODUCTS Inc V2000 2-0-0 LL TC30 2X4 #2 N SP ENG. FOR: TRUE TRUSS INC - SOS 1901 S. GSW PKWY. BC LUMBER PROJECT: CENTEX 3705 B DATE: 1 Feb 1993 GRAND PRAIRIE, TX 75051 7.0 OL TC 7 2X4 #2 N SP L LL BC 0 LAYOUT I0:(214) 650-3940 l OF' 164 OL BC 10 2X4 #3 SP ADDRESS: SCALE: MEMBER TRUSS PLATE INSTITUTE 33.33 TOTAL 47 3/16 —_ �_ EXCEPT AS MAY BE NOTED ___ � _ ` I Ljr+BERti-LL 2_ 0' '.E S=ECIFIEC 147 1 '_H - 'IES, U"ECIOP PL--IES E14--l-L CE IIIST_LLECI 14FIPI't.I 11 DTI 1J: ALL IE1151III I,r UPC' E42r HS IU BEI ENITIIIUDJSL' 13! `� 1IID]'A TES LA IE-AL BRAC IIIG MEHDER 1/ 11 - SPECIES ALIO IPk MA/IrAJH 140ISIUPF CJIITErIT, DR S,i_H 1— THE -13IrIT BRACED BY EITHEP 3/e �471I, PL+WOOp SHEAIHING, 1/2' 14! 111STALLATION AIIG EREC71O11 Or THE TP'JSS PE�14_IIENI _r1„ IS JF HIGIIEP ALL3-ABLE SIRE SS '/ACNES, ALL :-LUES USED 5- TOP CHOPG SPLICES ARE 1101 PE:=GHMEIIOE C• t0 OCC_IR (MIH; DPYWA LL JP BPAC IIIG HE ER, SPACED f0' o e INA/f, TE NPCPAR'+BRAC IIID SnG'JLG BE UOIlf 111 -CCORGAN'E wile FOP DESIGN ARE BASED GH 1 E LATEST EDITINI JF T"E NA- GIRECTL'+ ABOVE A BOTTOM CHOPG SPLICE. 'JfILESS NOTED OTHERWISE. CURPETIT TPI BPpC1HG AIIG ERECTION P'JBLICAilONS. TIDPAL DESIGN STAND-RDS PUBLISnEO B+ THE HAT INIAL 7I i-2000 APPROVAL N1JMBERS: './BC 2342, FHA TCB 2014. SBCC 11:� ALL COMPRESSIGII CHC•RO MEMBER5 ASSUMED TO BE COHTINUD'JSI-05) THIS DESIGf1 CONFORMS TO.CUPRENT TPI DESTOri SPECIFICA- FOPEST FPOGUCTS e55vC1AT 10 7251. BO-A FILE 86-125 BRACED BY EITHEP 3/8" 'MIN.;• PLYWOOD SHEATHING. 1/2' TIGNS FOP METAL PLATE CGIWIECTEG WOOD TRUSSES Arlo 2) TH15 BE 51&4 IS BASED Orf CLAP+ COT IFIECTDP PLATES ONLY. 81 THIS TRUSS HAS BEEN DE51GNEp FGP THE LOAOTIIG SHOWN 'MIIIA OR WALL OR BPACING MEMBERS SPACED AT 16' o C. DUAL17'+ ST-IIDAPDS FOR TRUSSES. 3! COTINECTOR PLATES SIZES ARE BASED OIl AxfAl FORCES O'IL'. ON THI5 DRAWING. 1NSTALLATI011 AND USE SHALL C-FGA14 'MAY!. UNLESS NOTED OTHERWISE. f,18! HO MEMBER OF THE TRUSS MAY BE CUT GP MODIFIED IN AN+ HA+ CO1n IECT C•R r=LATE SIZES ARE CALLED J'JT WI OTN iACr,SS SLOTS: WITH THI5 DESI3N 12) ® VIDICATES BEAPINO LOCATIGN 17! SPECIAL HANDLING CAPE SHOULD BE TAKEN GORING SHIPPIIi_= AND B-+ LE NGTn IAL OfI'_•SL OT S! ANG THE DPI EN TATI NJ OF TnE 9; Tn15 OE SI'_•H IS -PPL 1CdBLE 10 SHORTER SP All TP'JS SES OF EPECiION OF TRUSSES SEE nLB-91 FOR PEC'vMNEIl0 ATI01!$ 11 C O'JT S Tn DIRECTION OF THEP T rlGTn IDENTICAL L0 0 NG AND CDPFIG,IRATI1r1 _ -CONFIGURATION AND LOADING SPECIFIED BV FABPICATOR -REPETITIVE MEMBER STRESSES NOT USED. -ADDITI OFIAL PLATING FOR HANDLING TRUSSES IS PESPONSIBILITI OF FABRICATOR. RUN 5-5-6 5-0-f0 5-0-10 2-5-6 1-1-7 Max Height 5-7-3 74 PLF 12 �6 5X5 3744 41 12 3784 >70 6 1 80:� 4 243 3t9 y rn 1914 t y W1 X 1014 1764 704 \ tV T T 8210 8164 c13.5132% 13.5)32% vI 20 PLF axe 3z4 3x4 10-5-0 7-5-0 Forc-StL-Pi _ D 1-0-0 BUILDING TYPE: Enclosed Residential 18-0-0 CODE: Standard Building Code (SBCCI 1991) WIND SPEED: 110 mph MEAN ROOF HEIGHT: 13' TRUSS LOCATION: (Se) area UPLIFT CONNECTION REQUIRED: 53 # AT EACH SUPPORT. NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW SEE NOTES 10 AND 11 ABOVE FOR BRACING REQUIREMENTS. No trusses: 2 Maximum deflection occurred at bottom joint #2. Maximum Live Load Deflection of .032" (1/16), Index-.053, (L/5750) Maximum Total Load Deflection of .05" (1/16), Index-.056, (L/4320) rLAEV 5-1-93 (WIND) CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 18'0" ST COMM T-7 ALPINE ENGINEERED PRODUCTS Inc V2000 2-0-0 LLTC 30 2X4 12 N SP ENG. FOR: TRUE TRUSS INC - SOS 1801 S. GSW PKWY. BC LUMBER PROJECT: CENTEX 3705 B DATE: I Feb 1993 GRAND PRAIRIE. TX 75051 7.0 OL TC 7 2X4 i2 N SP /'���1�h, L LL BC 0 WEBS LAYOUT I0: (214) 560-3940 L W '(� 176 OL BC 10 2X4 /3 SP ADDRESS: (11 —-- --- — -- - 33^33 -- - — ----- —— — — — SCALE: MEMBER TRUSS PLATE INSTITUTE TOTAL 47 EXCEPT AS MAY BE NOTED 1/4 A �'� •-' a -C ,.IF IEC +,..I UJ+ -I-_CES. ::IIIE TCP P1A1ES +ALL 9E III-TALLED - -E1P1_'ALLr fit) 1..: ALL IFIIS I.II CH'irG I+EPABEPS - 10 BE C']tl 1111Ur1'.151 r 11! IIIOICATES LA tEPGL O° itl FIL"REc - --- S. -1 S, 1"% 11-p,J11 !13I_t'JcE CON7EN1 3G S'J_H THAT Tr+E J3111T EPACED Er EITHER 3/6" 041111 OL IWOOO SHEGTHIIIi, 1/2" tAl IUSTALLATICN AUG EGFCTI CII C.F THE LG'JSS E E"T 1S CF nl�'F" ALLJNABLE STPESS rALJE S, ALL :AL UES'.ISE❑ 6: rOP CZ SPLICES APE UOT PE C 3IANE NO EC TO C'JP (14111- DPrWALL DR BP AC I IIG ME MBE PS SPACED 1C' 0 c. INA/:. TEMPDRAR-+BRACING SHCJLC BE OONE IN _'CC, G I_- NIT, FOP IDL �'I APE eA.SED CN inE LA1ESi EDI?{J7! JF iS IIA- GI PEC TL-+ ABO-;E A BOTTGM CHOPG SPLICE. 'JIILESS I10 TED GTHEPWISE. ^-UPREIIT TPI BRACING AMC EPECTIvN P;.'BLICATICNS. 7100 AL GES]-." ST AIIGAPDS P.IBLISHED Br THE NATIDIIAL ,r 1'2C C' APPR:I'/?L U'JNBERS: '.'BC 23,12. FHA ICB 2014. SBCC 11i ALL COMPRESSIGII CHORD MENBERS A5S'JMED TO BE CGNTIIrJO'JSL+151 THIS GES IGH CDtIFORMS TD CURREIIT TPI DESIGN 5PECIFICA- FOr.E57 ro01i'IC tS ASS�;;IAt IIIN ]251. BD=n FILE RG-12D CIO r.EG aS EITHER 7/B" 14111.; rL+WOGU SIZE ATHIN:i. i/2' 710NS FOR NE TAL PLATE CGIVIECTED NOGD TRUSSES AUG 2) THIS DESIGN IS Ba5E0 CP GLLGt CCIIIIECTOR PLACES OIL+. PI III 7R•J55 HAS BEEN GES 161IED F� THE LOAD I IIG SHUNN •'MIII.) DP/WALL OR BRACING IAEt48EPS SPACED AT 16" P. DUALITS STANDARDS F3R TPUS3ES. 31 COUIIE GiOR RLITES SIZES ARE BASEL ON AXIAL FJPCES OUL I, DIi THIS DRAWING. III ST-LLAT ILII AUG USE SHALL CGtIFORM 14AX!, UNLESS NOTED OTHERWISE. ,q 6! 110 MENBEP GF THE TRJ55 MAS BE CUT OR 14DCIFIED IU ANI NAI, Al OINECTOR PLATE SIZES AGE CALLED O'JT MIDTH fACP3S5 SLOTS! WITH THI5 DESIGN 12;• ® 111DICATES BEARING LOCATIGII 17! SPECIAL HANDL IrIG CARE SHOULD BE TAKEII DVRINJ S-1-143 AUD D-I LETY.,TH raL OUG SL OIS AIIG THE JR3EIIT ATION OF THE 9: ini5 DESI C-11 I5 APPLICABLE TO SU DP7EP SPAM TR'J55ES OF EPECTIOU OF TRUSSES SEE HIB-91 FOR PECC-w ENOATIDr15 �- `;1 LE C'LL "'Ji 1S THE DIRE CT IDM CF THE PLATE LEN'Tn IDENTICAL LOADIIIu ptlG COIIF IG'JPATj GN -COHf IGURATTGII APIA LOADING SPECIFIED 8J FABRICAiOP -REPETITIVE HEMBEP STRESSES NOT USED. -AGOITIOrIAL PLATING FOR HAi@LING TRUSSES IS PESPONSIBILITY OF FABPICATGR, -THIS TRUSS IS DESIGNED ONLY FOR THE LOADS SHON11. PPOVISIDN FOP THE PPEI/ElIT1014 OF POIIDING MUST BE MADE AND IS IIOT THE PESPONSIBILIIt GF THE TRUSS FABPICATOP OR CLAP7. ©*-FALSE BOTT044 CHORD INFGPMATION FALSE BOT 18-3-8 ON LEFT. VERTICAL SPACING=4-0-C'. USE 14""M'JN OF 2x4 PLATE FOP FASTENING FALSE BOT CHORD VERTICALS. USE 3 x 4 MITI, FOR SCARF 0" FALSE BOT CHORD. TRUSS BOTTOM CHGPD ABOVE FALSE BOT TCN CHOPG MUST BE SPACED WITH 11'4 06117. LAIETILI. BTIACIIIG AT 2' O.C. MAY SPACTIIG. 3-6-0 RUN 5-5-6 5-0-10 3-0-0 4-2-0 4-2-0 5-0-0 ]29 74 1-1-7 74 PLF Max Height 5-7-3 25-4-G 92# 12 4 6 3160 12 2410 3800 5380 5350 6 D D .7)CS 4 6 3760 m y I• i m 4 D9 t� D 1740 2�3 3x4 Sks 1910 A 9150 �402# 340# 470 n In 1010 1380 650 I� o r 2700# rT a T p 20810 [3,5136% I 4x8 X3x6 1^ f3.5)40% 3x8 a 4 3x5 5y'6 12 20 35 2O PLF 3-6-0 10-6-0 3-0-0 4-2-0 4-2-0 5-0-0 18-t-0 25-4-0 i2 #2 #2 1069# 220# 1-0-0 2x4 2x4 2x4 30-4-0 Forces(L-P) BUILDING TYPE: Enclosed Residential CODE: Standard Building Code (SBCCI 1991) WIND SPEED: 110 mph MEAN ROOF HEIGHT: 13' TRUSS LOCATION: (Se) area UPLIFT CONNECTION REQUIRED: 1209_ # AT EACH SUPPORT. NET WiND PRESSURE BASED ON DEAD LOADS SHOWN BELOW SEE NOTES 10 AND 11 ABOVE FOR BRACING REQUIREMENTS. No trusses: 1 Special Loading; Refer to Loading Diagram Maximum deflection occurred at bottom )Dint #4. FASTEN TOGETHER WITH: 2 Members Required Maximum Live Load Deflection of .295" (5/16), Index-.292, (L/1234) TOP 1Dd NAILS 12'0.C. Maximum Total Load Deflection of .463" (7/15), Index-.305, (L/786) BOT 10d NAILS 12'0.C. �a%f WEB 10d NAILS 12'0.C. ®REV 5-1-93 (WIN[asTEN AT OR NEAR ALL PANEL POINTS. NOT NAIL OR BOLT THROUGH TRUSS PLATES. CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 30'4" H-5 SPEC T-8 � ALPINE ENGINEERED PRODUCTS Inc V�000 2-0-0 LL TC 30 2X4 #2 N SP ENG. FOR: TRUE TRUSS INC - SDS 70 1801 S. GSW PKWY. BC LUMBER PROJECT: CENTEX 3705 B DATE: I Feb 1993 OF GRAND PRAIRIE. Tx 75051 ' OL TC 7 2X6 #1 Ds SP LAYOUT I0: q(214) 660-3940 L L LL BC 0 WEBS 636 33.33 OL SC 10 2X4 03 SP ADDRESS: SCALE: MEMBER TRUSS PLATE INSTITUTE TOTAL 47 EXCEPT AS MAY BE NOTED 1/8 L,". -•a L_ EP ,.r I'r {LI '.EC•uINUV14 aoGD[S S' _'FTIE_TU" 1'L<IES SHALL BE IIISIALIEN S1411f.1u1:;.lL• Ful 1 f C MEMPEPS BE C .:f 1. IEII'I�ill !'HDP ',.nI,4 itl .1117NU 1/.! + 13! IAT 04 ES LATERAL 11"4C116 THE MEMFEr: Lin r+1N. S9 I -10 LPX r+G/114_14 MOTS i'JRE CON iErl i, ]n S._H THAT THE _]IPr BPACEC F+EITHER 3/8" �NTII. PL.X000 CHERT H(i3. f/2• for INCIALLA iIGII RIIG ERECTIOII OF THE rPUSS r•E RHGr JEr1 T, u1G IS .F rJ� AL LD"ABLE 57PE55 'IALUES, aLL IPLUES rJSE0 6 i,P CNORD SPLICES ARE NOT RECGMMENOSE f0 .'.ur 114111; OR.WALL DP BPPCIII!; MEMBERS SPACED 1G' U.c IMA/ TE MPGR AP-+BRAC 1115 SnbJLD BE DONE III ACr,RCA ICE Ii1TH FOP DES[SN GPE 8GSE0 OU TnE LAiEsi EDITION vF THE NA- DIRE^_TL'I LBO/E A BOTTOM•CHORD SPLICE. r UNLESS POLED OTHERWISE. CUPREIH TP[ BPACIIID AMG ERE'TIGII P•JBLICp T I GUS. *IOP GL OESI GrI ST Af!✓APOS P'JBL ISIEO B+ THE fldt[OrlGL ,1 -2000 APPAD(AL NUMBERS: VOC 2342. FIA TCS 2-114, SB-C III ALL COMPRESSION CHOPG MEMBERS ASSUMED TO BE CGNTINUOUSL+151 THIS DESIGN CDIIF ODMS lr C'JRREf1T TPI OE51 Sr!SPECIFICP- FOPEST cPOLUC TS ASS CCI ATIOI. 7251. BD':G FILE 86-125 ePACED 8'+EITHER ?/B" �14III. P'L+MOCD SHEATHINS. 1/2• TIONS FOP METAL PLATE CC11 CUE•.TEG HOOD 7PUSSES 4I1D 27 THIS DESIC41 15 BASED ON CLAR+ CONNECTOR PLATES DPL+ BI THIS TRUSS HRS BEEN DESIGNED FCR THE LGADING SHOWN ;MILT DR+WALL OP 13PACIIIG MEMBERS SPACED AT 16' P DVALIT+ STANDARDS FSP TRUSSES. 3! CDIINECTOP RLATES SIZES GPE BASED ON AYIGL FORCES ONL+. 011 1HIS DRAWING. INSTALLATION A110 USE SHALL CrrIF.^_,PM :MA/I• TINTLESS NOTED OTHERWISE. ,�y 6! NO MEMBER OF THE TRUSS MAI eE C'JT OP N�CIFIED IU All' WG. d! COI TNECr,R VL ATE SIZES aRE CALLED OJT WI07N (ACROSS SLDTSi WITH THIS DESIGN 12;• ® 1101CATES BEARING LOCATION 171 SPECIAL HANDLING CAPE SHOULD BE TAWEN BORING SHI RRINr -NO B. LENGTH (ALONG• SL'OTS'! ANO THE OPIENTAT101I OF THE 9� THIS DESIGN IS APPLICABLE TO SHORTER SPAN 7P'JSSE5 OF ERECTION 8F TRUSSES SEE n[e-91 FOR PECGM14ENOAT IONS S iZ[.SELL OU1 IS TIE DIRECTION Of THE PLATE LENGTH IGfi✓T ICFL LOAD 110 ANG CONFIGURATION, -COIF IGURATI011 AND LOADING SPECIFIED BV FABRICATOR ' -REPETITIVE MEMBER STRESSES 1107 USED. -ADDITIONAL PLATING FOR HAf10LI1IG TRUSSES IS PESPOIISIBILIT( OF FABP1CATOP, -THIS TRUSS IS DESIGNED ONLY FOR THE LOADS SHOH11. PROVISIDN FOP THE PREVENTIDII OF POIIOING MUST BE 14ADE AND IS NOT THE PESPOIISIBCIITI OF THE TRUSS FABRICATOR OR CLARY. D -FALSE BGTT014 CHORD INFORMATION FALSE BOT 18-3-8 ON LEFT. VERTICAL SPACIIY-4-0-0. USE MINIIMLIM OF 2x4 PLATE FOP FASTENING FALSE BOT CHORD '/EPTICALS. USE 3x4 MIN. FOR SCARF ON FALSE BOT CHORD. TRUSS BOTTOM CHORD ABOVE FALSE BOTTOM CHORD MUST BE BPACEO HITH 1x4 CONT. LATERAL BRACING AT 2' O.C. MAX SPACING. 1-6-0 3-2-0 1-0-0 RUN 5-5-6 5-0-10 5-0-0 3-2-0 6-0-0 74 PLF 1-1-7 Max Height 5-7-3 12 Q 6 12 Q 6 2420 4,2410 3020 2340 1540 12 1 L y y2480 2110 6 E-11 3780 'IJZ\ 77��j �-SQ 3.4 3x4 D7X6 Xy \\ 7x5 ry \ � A 93A 1310 570 n WIT \ rn 1010 1380 650 o 'T 13980 1^ �• 1 c 13980 (3.5155% 1 I 3x4 ! [3.5155% v 3x6 4x8 5x6 d 4 3x8 12 20 PLF 3-5-0 10-6-0 3-0-0 6-4-0 7-0-0 1-0-0 30-4-0 Force6f[_-P) D BUILDING TYPE: Enctosed Residential CODE: Standard Building Code (SBCCi 1991) WIND SPEED: 110 mph MEAN ROOF HEIGHT: 13' TRUSS LOCATION: (Se) area UPLIFT CONNECTION REQUIRED: 5/�7 # AT EACH SUPPORT. NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW SEE NOTES 10 AND 11 ABOVE FOR BRACING REQUIREMENTS. No trusses: 1 Maximum deflection occurred at bottom joint N4. Maximum Live Load Deflection of .235" (4/15), Index-.232, (L/1549) Maximum Total Load Deflection of .368" (6/16), Index-.243, (L/989) 11 5-1-93 (WIND r CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 0'4" H-7 SPEC T-9 � ALPINE ENGINEERED PRODUCTS Inc V2000 2-0-0 LL TC 30 2X4 #2 N SP ENG. FOR: TRUE TRUSS INC - SOS 1801 S. GSW PKWY. BC LUMBER PROJECT: CENTEX 3705 B DATE: 1 Feb 1993 GRAND PRAIRIE. TX 75051 7.0 DL TC 7 2X4 f2 N SP (214) 660-3940 PLATE A N L LL BC 0 WEBS LAYOUT ID: ®F)q 568 OLBC 10 2X4 03 SP ADDRESS: MEMBER TRUSS PLATE INSTITUTE 33.33 SCALE: 1/8 TOTAL 47 EXCEPT AS MAY Be NOTED `� ..,:.r L...• +. t '.r 1.,. 111 IF1 ri -..:.:.,: ,, ":I 11'.. +., "I:.'. t Rf I.. .." r. A I+I'..I' +I I'+. .:11 1I"1'1 I+'I. 111111`.1' Al l III 11 1 r1t IrII ISI"'.I , I t It II I I".:II IAI I+.11 P+.: Ir+ fF 11V VI - 1'Y ./Ir. +i .I'=i'J�E C"It EII1, ,. 1"( _r�)I tll !_f,A L[1•(1+ IIIIJ t+ 1/If II I .W'.I;+11 1+1 A11 III.i, 1::' to III'.I All AI _'.II :.I If l�1.'I1'.-�tl.',I I+W 1 1S -F 1,1�HE11 ALL:.NAF.TE SIHEgS —LIES. ALL /AL- S JSE11 I. T'P L'r.f'G f:V'L Ir:E- HE IILI 11C! iI+1AL IILt1 TO 111 II+(II, DH fN:.L t. ,JI1 t1+:�'I11- HC 1,11(1': !1';•r k.0 1'.:' +) +. .,.. If tl(1IA:.u. Pu:f.Ill,. :1'1 Pt, ttt 111 `.1 N11" FOP DE SI GII APE BA5EO 011 THE LATEST EDITION OF THE IFA- GINE-ILA .ABO:E A BOTT"v1, =r1 LHC SPLI-E. ..ULt`+S IIOI E D InE PN I:E r CUHPF(ll IPI Hr+AC 11,, .NG EPE-=1 l..tl P,+PL I_-I.�I:.: i10'Iel [EST II S ArIG AR GS P'J BL ISHED 8: THE N<TI0'I AL ,I /-2.''�C APPPOlAL II'JMBERS: BC 2342, Fl+A T•_B 201A. SB!"_' f1i ALL IIMPPESSICtI CHC•RG MEtABERS ASS-JM£O 10 BE CUNT INJD'JSLIT51 THIS GESIGtt COTIFDPMS 1: C'JP RENT iPj DE SI.',t1 SPE'=IF IO<- FOREST PPOGUC TST:SSGCIATiOrI 7251. BOLA FILE 86-125 BR>CEO B:EITHER 3AB` 'MIN EL�IIGGO SHE<7HINS. ]/2' TIONS FGR METAL PLATE CGInIE=TEG W000 TRUSSES u1G 21 7.15 DESIG(I IS B=5ED 011 CLAP' CGNrtECTDFF PLATES GIIU+ Bl THjS TRUSS HAS eEEH DESIGUEO F- THE LFiAD111G SHOWN 'Mjtl.1 DRIWALL OR BPACIHG MEMBERS SPACEO AT 16' a c, DUALIT. ST A"DAPrS FiP TRUSSES. 3+ Sej,IECTOP PLATES SIZES A E BASEL ON AYIAL FORCES ItILI. OF) THIS OP AWITS, II ISTALLATI GIF AFIB USE 5-k-L !.nrlF^•P. 'MAX!. UNLESS tIOTED OTHERWISE. ATE) 110 IaEMBER OF THE TRUSS HA, BE CUT GR N'ICIFIEO PI AN, tV>+ n1E CT;,u cI LTE SIZES ADE CALLED O'JT WIDTH ;A CRESS SLOTS; NIT. THj5 "11311 DID7CATE5 BE AR 111D L7_AT I Ttf -'17! SPECIAL HANDL 1113.,ARE SHOULD BE TAW EH LUPIN;; SHIroit13 Ar)fi B. LENGTH 1ALONS SLOTS' AHG THE D-IE NTA1 ION OF THE 9• THIS 11121(1 IS APPLICABLE TO SHORTER SFAs! TR;ISSES OF ERECTION OF TP'JSSES SEE HIB-91 FOR PEC Gr+ME11DAT1 Or15 �I7E CR�t�7'JT IS THE 0[PECTIGN GF THE PL A1E LENGTH IC EIIT ICAL LO'DI11' AtIG COI1F[G'JRAT[CII _ -CCIIFIGURATI CII A110 LOADING SPECIFIED Be FABRICATOR -REPETITIVE t4EMBEP SIPESSES 1107 USED. -ADDITIONAL PLATING FOR HANDLING TRUSSES 15 PESPONSIBILITe OF F4BPIC4TCP, -THIS TRUSS IS DESIGt1ED OtILY FOR THE LOADS SHOWN. PPO'IISIDiI FOR THE PPEVENTION OF P(NIOPIG MUST BE 14ADE AND 15 1101 THE PESPOIJS[RTt.ITT OF THE TRUSS FASRSCATGP OR CLAP(, DFALSE 80 T TOM CHORD [IIFGPMATI OtJ FALSE 807 18-3-8 011 LEFT, 11EPTICAL SPACING=d-0-0. USE 141141tP,#4 OF 2),4 PLATE FOR FASTENING FALSE BOT CHORD 'VEPTICALS. USE 3x4 MIN. FOR SCARF ON FALSE BOT CHORD, TRUSS BOTTOM CHORD ABOVE FALSE BOTTC-14 CHORD MUST BE SPACED WITH 1,4 CDTJT. LATERAL BRACING AT 10' O.C. 14AY SPACING. 3-0-0 1-0-0 2-10-8 RUN — 5-7-8 5-4-6 3-0-0 4-4-0 4-5-12 4-2-4 3-1-8 RUN 74 PLF 1-1-7 02 #2 #2 #2 #2 #2 02 #2 02 1-1-7 Max Height 5-10-3 12 "ZQ 5 12 Q 6 310# 222# 271# 197# {{ 321# 251# d 3 L 1 1 V 12 :SL� 1# 6 2 5�5 3x7 3z4 Ski 3x4 D 5` 3954,XS 5# 2�9 i 197# 103# 5337# 145# 56# m 4 o \ 1 Ir? 1050 169# 1715# n v o t (3.51 67 3x4 3x8 1 C 1713# �I 7x10 axe rv, 6x8 d q 3x7 12 20 PLF 1-0-0 11-0-0 6-0-0 4-4-0 8-8-0 6-0-0 #2 12 #2 1-0-0 1-0-0 37-0-0 Forces(L-R) BUILDING TYPE: Enclosed Residential CODE: Standard Building Code (SBCCI 1991) WIND SPEED: 110 mph MEAN ROOF HEIGHT: 13' TRUSS LOCATION: (Se) area UPLIFT CONNECTION REQUIRED: _ # AT EACH SUPPORT. NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW SEE NOTES 10 AND 11 ABOVE FOR BRACING REQUIREMENTS. No trusses: 1 Special Loading; Refer to Loading Diagram Maximum deflection occurred at bottom joint #5, Maximum Live Load Deflection of ,495" (8/15), Index-.402, (L/895) Maximum Total Load Deflection of .778" (12/16), Index-.421. (L/571) RECOMMENDED CAMBER: .42" [ REV 5-1-93 (WIND)&r- CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 37`0" H-5 SPEC T-10 /a ALPINE ENGINEERED PRODUCTS Inc V�000 2-0-0 LL TC 30 2X4 02 Ds SP ENG. FOR: TRUE TRUSS INC - SDS 1801 S. GSW PKWY, BC LUMBER PROJECT: CENTEX 3705 B DATE: 1 Feb 1993 GRAND PRAIRIE. TX 75051 7'0 DL TC 7 2X4 #2 D5 SP LAYOUT I0: OF� (214) 650-3940 L N L LL BC 0 WEBS !1/ry Bea 33.33 OL BC to 2X4 #3 SP ADDRESS; SCALE: MEMBER TRUSS PLATE INSTITUTE TOTAL 47 EXCEPT AS MAY BE NOTED 1/8 n - LL ° I..E S"c CIE IFS ui Iu'a C+�LIJE i, r ��rF. fll IL.IE_5 SH?LL BE I'IS I nL LEO S•1411.1:1nI-ALL. Gtl IJ, ALL IE II>I:1J IFI 0PIuE+2Er:5 < J!uEC� TO BE I C'iII I I IIUO_5L r f3 �r� 11101 CATES LAI EMAIL BP4C It JG TIEMHER Ir4 + Sr.c C!ES_ G ISx•IM AYIMUM MOI Si JPE COrII E'IT R 5'.'CH THAT THE J]IHT. ERACEG B+ EI THEP 3r B•' ;u lrlI RL IW]JD SHEATHIIIG, 1/2' Al1IIISTALLATIGTI A1x1 ERECTIGII GE THE TRUSS, PEPMAI+ENT AriC IS Cr nTGHEE -'LLONABLE STRESS VALUES, ALL /AI UES USED 6: TCR CI-ICRC 5PLICES PPE I10T RE C]MI4EIIGED tG OJ__IP rH IIJ1 OP'I-l-L JP BRACIHC,MEI+BERS SP-CED 1r.• rI I_ MA/. TEM CRAP+ BPFCIH3 SnG'JLG BE OGIIE III AC�CRG AHrE "7Tn P DEEIGU TRE BASED OR TIE LATEST EDIIIOIJ OF THE IIA- GIPECTL+ AB0`:E A BOT7GM CHOPS SPLICE. _'T'LESS NOTED GT HERWISE CORBEI'II IRI BRACING AIIG ERECTIuH P•J13L 7 CAtIGHS. T IDH AL GES1G11 STArIGAPOS P'JBLISnED B+ 1HE NATIGNAL .I V-2C�D APPROVAL IJJHBEPS: UBC 2342. FHA 7•'B 2'714. SBCC lii AL COMPRESS GII CHORD uEMBERS AS S'JMED 1'J BE CGIJT IN'JO'JSL✓151 THIS GESIGH CDIlFOPMS TD C'JRPEHT TPI OE SI GT'SPECIFiCA- r REST FROGUCTI ASSGCIATIOTI 7251, BOCA FILE 86-125 BRACED B+EITHER 3/8" �M11I, PL+WGGD SHEATHIIIG. 1/2' IT DIIS FOR METAL PLATE CGHUECTEG 00�k 7CUSSES AHG 2I T.,T_ CIEI GTI IS BASED OII CLAP. CernIECTOP PLATES DHL+ el THIS 1"755 HAS BEEII GESIGIIED FOR THE LGAOIIIG SHOWII MITI.I DPIWALL OP BMACITIG 14EMBEP3 SPACED At f6' cr c. OUALITI STAIIOAPGS ESP TRUSSES. 31 COHUECT_0 PLATES SIZES ARE BASED OH AYIAL FORCES ONL I. OH THIS OR AWI T'G. IIISTALLATI011 Alto USE SHALL CUIE 7,,R?4AY�, tJtILESS HOTEO 7THERNI5E. 46! 110 MENBEP OF THE TRUSS UAV BE CUT 00 N9GIFIE0 IN All, WA+. -ONIIECTCr ct.ATE SIZES APE CALLED OJ7 WI GTH ;ACROSS SLOTS: NITH THIS DEST"" l2;' ® It101CA TES REAPIT'3 L3CATICII. 17! SPECIAL HANDLIrI3 CAPE SHOULD BE TAKEII GLIRIU3 SHIPRIT'3 Ar ID BI LEIISTn rAL ONG SLOTS? AND THE ORIENTATION OF THE 9: THIS DESIST' IS APPLICABLE TO SHOPTEP SPAR TR'.J55ES GE ERECTION OF TPUSSES SEE HIB-91 FOP PECOMMET'DATIOT'S S!_zj� CALL 7Ji IS TIE OIHECTI�14 GF THE PLATE LEN TH ILErITICAL LOAOIHG Alto CONFIG'JRATIGI! CCHFIGURATIGH ArID LOADINGSPECIFIED 8/ FABPICATOP -ADDITIONAL PLATING FOP HAIJC'L IIJG TPUSSES IS PESPONSIBILITe OF FABRICATOR. -THISTRU55 IS DESIGNED ONLY FOR THE LGAOS SHOWN, PROVISION FOR THE PPEVEHTIOtI OF PONDING MUST BE MADE AND IS HOT THE PESPOIISIBILTTr• OF THE TRUSS FABRICATOR OR CLARY, -ANTICIPATED HORIZONTAL MOVEMENT UtJOEP TOTAL LOAD - .4B4' D,1<-FALSE BOTT014 CHORO ItIFORMATION FALSE BDT 7-0-0 ON LEFT. VERTICAL SPACING=4-0-0. USE MINIMUM OF 2x4 PLATE FOP FASTENT146 FALSE BOT CHORE) VEPTICALS, ' USE 394 MIN. FOR SCARF GIJ FALSE BOT CHORE. TRUSS BOTTOM CHORD ABOVE FALSE BOTTOM CHOPS MUST BE BRACED WITH 1x4 2-7-0 3-0-0 3-3-12 3-10-8 CONT. LATERAL BRACING AT 2 ' O.C. 14AY SPACING. RUN 4-5-0 3-0-0 3-0-4 1-0-0 4-5-12 4-2-4 4-1-8�RUN 1-1-7 02 #2 #2 02 #2 #2 #2 #2 02 1-1-7 74 PLF Max Height 5-10-3 12 d 6 12 Q 5 223# 2340 16.011- 3211' 2984 4 + 5 D 2221 + + + 12 D y 3.4 65e54 3x4 D X� 207# \ \\]X4 2051' J 248M F 142# 6 G7 % 6 711�\> a153# 128# 1230 7387# 165# 760 2%3 66# 171l# 1O 3x8 i a C [3.5157 rn 1 JL*11, 3x8 3x4 7x7 3x9 3x6 I1 1712# (3.5149% v 3x8 a 3.58 12 20 PLF 1-0-0 7-0-0 6-0-0 6-4-0 8-8-0 8-0-0 #2 02 #2 02 02 1-0-0 2x4 2x4 2x4 2x4 2x4 1-0-0 FOrGCS IL-R) _ - 37-0-0 BUILDING TYPE: Enclosed Residential CODE: Standard Building Code (SBCCI 1991) WIND SPEED: 110 no MEAN ROOF HEIGHT: 13' TRUSS LOCATION: (Se) area UPLIFT CONNECTION REQUIRED: -76 q # AT EACH SUPPORT, NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW SEE NOTES 10 AND 11 ABOVE FOR BRACING REQUIREMENTS. No trusses: 1 Maximum deflection occurred at bottom joint #3. Maximum Live Load Deflection of .663" (11/16), Index-.537, (L/670) Maximum Total Load Deflection of 1.038" (1-1), Index-.561, (L/428) RECOMMENDED CAMBER: .56" Ct>REV 5-1-93 (WIND),, CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 37'0" H-7 SPEC T-11 ALPINE ENGINEERED PRODUCTS Inc V2000 2-0-0 LL TC 30 2X4 #2 DS SP ENG. FOR: TRUE TRUSS INC - SDS 1801 S. GSW PKWY. BC LUMBER PROJECT: CENTEX 3705 B DATE: 1 Feb 1993 GRAND PRAIRIE, TX 75051 7'0 OL TC 7 2X6 #1 DS SP 33.33 LAYOUT I0: �F I /1.A1P• (214) 660-3940 L 0 L LL BC 0 WEBS V 1026 OL ac 10 2X4 03 SP ADDRESS: SCALE: -.. 1 MEMBER TRUSS PLATE INSTITUTE — TOTAL 47 _EXCEPT. AS MAY BE NOTED _ 1/8 n'(/ yl L_i•BCP S _ ' OF T"E cF'a C II IEF r•I'l l'•'H `;If S. .r '++E_t Da PI-IES SHALL P.E IIICI AL FD `. +IAEI RI=ALL' Ntl I`/; ALL IEIISI�rU r,r UR( E+P F.++S 1HE C. 10 EE!CJII 1 i IIU'1'.1SL 1 Ii! f' II101 C:•IES LATERAL BPACIIIF� MEMBEc I/ SaF'IES.,Ar ID f9%UA/I UJu r+7I5!JF-E C"'t Er+i r_n 5_.H Ire.] c IaE J]Itit P.aACED P• E(IHErr 3/8' iH lrl� I>L�XU]0 SIaEA 1H Ir13, 1/2' fnr IILIALLFi1G11 AIIG EnECTICU;:F 1HE !F'J55, PEcH Ar1F!li _I![; IS CF nI_nEP ALLOWABLE STnESS 1IL'1E 5. ALL iALt1E5 USED G 1',P CHF,FG Sf`L ICE; ARE Il(i PEC:iHHErIDEC ifl .'CC'.1R 1W IIIl OH•MA LI. GH BP ACIH� HEI+PEPS SPACED 7G' o c IH AI:. IEMPCAAPI BPAC111G SHC'.ILD BE DDUE ]I! ACC CE FOP DESI'�r! All BASED DU TnE LATE Si FOIIIJII CF inE TIA- GI RE CTL'' FBO'1E A BUI IT _n pPO SPLICE. :)UL ESS 14UTED C•TttERWISE CURPE117 TPI BP AC IUD AIIG EREC7I CII P'JBLI'CAT17r15 f!OVAL CESI GN ST ANGAPO5 P'.IBL ISnFO B+ inE NAi1DI'AL •+ !-2C10 APPRO:AL tl'.N,BEPS. ".IBC 23,12. Fn TCB 2014. SBC(: I1;' All CC,,NPPESSIDrl CnURD PAE14SERS ASSUMED TD BE CONT IN'JD'JSL 1151 Tn[S DESIGN COIIFDRM5 T7 C'JRREIIT TPI DES I GIT 5RE'CIFICA- FOcEST ccOGUC TS ASSJC IA T I(IN 251. BDCA TILE B[.-125 BRACED B1 EIIHEn 3/B" 'MIH.; PL+WvOO 5 EATM[NS. 1/2• if OHS FOR METAL PLATE CCUIIECTE0 WOOD 7PUSSES AUD 21 iHTS OE 51 G11 IS BASED OU ELAPI CCrn IF'1UP nl AIES 311LI PI I I tP;155 HCS BEEIi DESIC,11ED F('n TIIE LOAD11IG SHDWt1 IMIU.1 OR'WALL OR BRACING MEMBERS SPACED AT 16' o.C. NlIALITI SIFNDAPDS FDR TRUSSES. 3! COU11ECTDR LA ES SIZES AnF BASED ON AxIAL FOR[: )IIL.. '31I THIS On AWIUH. I1ISIALI.A1TC11 AUV.USF SHALL COUr Cin14 �Maf!, t14 _55 It ED OiHFRXI SE. 16! 110 IAFNHEn OF THE Tn055 MA1 BE CUT OR MODIFIED In AN, WA1 11 -011rIECTOFI nLAtE SIZES ARE CALLED O'JT WIDTH IAC-OSS SLOTS'; WI IH THIS DE SIC41 121 ® I11D1•CATES HFAPNID LOCATION. 17! SDECIAL HANDLIIIO CAPE SHOULD BE TAWTII DUn11Ti SrU r.n[1I:; AHD 8-1 LEIIGTn IALONG SLOTS.. AUG THE DnIENTATIDH CF T"E 9' inlS DESK-11 IS APPLICABLE IO 5nGR IER SPAN TRUSSES OF EPEC TICrI OF TRUSSES SEE HIB-91 FOR RECDHHEIIDAi1 Dr!S 7E CALL D'J1 IS THE DIRECTIDU GF THE PLATE LENGTH _LEr17[CPL LOFOIIIa AIIG C01IF1_P�T Gra. -CONFIGURATION MID LOADING SPECIFIED BY FABRICATOR ADDITIC41AL PLATING FDR HAIIDLIIIG TRUSSES IS PESPONSIBILITe OF FABPICATCP. -THIS TRUSS IS DESIGNED OfILl' FOR THE LOADS SHOHN. PROVISION FOP THE PREVENTION OF POIIDIFIG MUST BE MADE AND IS NOT THE PESPONSIBIL T7 V OF THE IP'JSS FABRICATOR OR CLAPT. (;�� -ANTICIPATED HORIZONTAL MOVEMENT UNDER TOTAL LOAD - .443' I%�`-FALSE BOTTOM CHORD INFORMATION FALSE BOT 7-0-0 ON LEFT. VERTICAL SPACING-A-0-0. USE MINI1414 OF 2x4 PLATE FOP FASTENING FALSE BOT CHORD /ERTICALS. ' USE 3.4 MIN, FOR SCARF ON FALSE BOT CHORD. TRUSS BOTT014 CHCPO ABOVE FALSE BOTTOI4AM CHOPD MUST BE BPACED HITH fro 2-7-0 2-5-I1 2-4-0 CONT. LATEPAL BPACIIIG AT 2' O.C. Y SPACING. RUN 4-5-0 2-9-3 2-9-3 1-0-0 4-5-12 4-2-4 4-10-8 5-1-8 RUN 1-1-7 02 #2 #2 #2 02 #2 02 02 02 #2 l-1-7 74 PLF Max Height 7-10-3 12 Q 6 12 Q 6 189#12J130 321# 3350 194# + I F D 5 �j D 6k 4 3x4 (; L,J„BED -"'LL ac ... =r.ECIF TEG MI Ir+JI., .c-DCS. _J E-TOAL , _c TE SHL BE I1ST.LLED S 11414E TRI CALT- Un i]; ALL TENST .�a.��G REMBERS ASS..MEG TO BE]CONT I" 11 UO.1SL 1 13! T I"DI-RTES LATERAL BPACITG MEMDEP '1/4 1,1 SFFCIES. Ar,, TRY MA/iI+JH MOISI'JRE COHTErii DO S_CH THAT THE .11141 BRACED B, EITHEP 3/e 04111! PL1W30O SHEATHNW. 1/2' 141 ITSTALLATIGII 4110 EPEC11011 GF THE Tc'J55 cEOH-EH'. _TIG IS OF IIGnEP ALLOWABLE STRESS ',ALOES, ALL IALUES USED 6; 1':.P CI«PG SPLICES ARE t10T PECGHNENDEG TD CCC'JP Iialll;, DRIWALL JP BRACITIG MEMBERS SPACED 10' o C IMAx;. TEMPGRAR. BPACI IG SIGULD BE 00r1E .11 AC�OPDA HCE WITI FOP OES(vR ARE BASED CJ THE LATEST EDI TIDO OF THE IIS- GI PEC TL, ABO':E A BOTTOM •.nORC• SPLICE. :/"I.ES$ROIED GInERW 15E CUPPEtiT IP[ BRAC IMG ATID ERECT ICM P'-,BL ICSt IC?lS T IDTIAL CESI IN SIAHGAP OS P;'BL I SHED e. TIE RAT 1ORtL , ,-2.00 APPRO;AL R_IMBE RS' 'JCC 2342, FHT TCB 2014. SPCC 11! ALL C:',IaPPE5SICI CHCPD MEMBERS ASSUMED TO BE COHTII!'JO'JSL+151 THIS DESIGN CDUFORMS TG C'JPPEtTT TPI OESI';R SPECIFICA- FOREST FttTGUC TS A553C]AT ION 7251. 80.- FILE H6-125 BRACED B',EITHER 3/B" :Mltl.:• PL✓W-IOO SHEATHING 1/2' i1G"S FDP METAL PLATE CCrxTECTEG WOOD TPVSSES ArIG 2! THIS OESIGR I5 BASEO ON CLAP, CC' PLATES DHL+. BI THIS TP'JSS HAS OEEN GESIGITEO F(:R THE LOAD IT'D SHOW" '1a1".I OR,WALL UP BPACItlG MEMBERS SPACED AT 16' 0 C. r OU ALIT' STA"OARDS FOP TRUSSES. 3! C01 Tt TE CT GP cLATES SIZES ARE BASED OrJ AYIAL FORCES ONL•. OTT THIS OPAWPK•. 1T157ALLAT iGtT AND VSE SHALL CCPJFGRM 'MAY?, UNLESS t10TE0 7THEPWISE. ^T6! 1,0 MEMBER OF THE TRUSS 1,A, BE CUT GP uOG IF LEO i" Alf, We,, C0N"ECTCR cLATE STIES ARE CALLED OVi WIDTH ;ACROSS SLOTS:• WT rH THIS OESI31 f2i ® It10ICA TES BEAR 1113 LOCAL(Gil. 17! SPEC[AL HAtiDL 1110 CARE SHOULD BE TAWER GVRItT3 SHIcc I"G AND B, LEliGTI IAL01+G SLIT S:� ARD TnE JPIEtITATION OF THE 9; THIS DESIGN IS APPLICABLE TO SHORTER SPAN 7P'JSSES OF ERECTION OF TRUSSES SEE HIB-91 FOR PE-GHMENOATIOTIS _3IZL�LL OuT_I _01RECT OOrI.DF E PLATE NGTH _)GEgT C_CA1�LF0 LTG AIJG cOrIF IGl1FlAT IGH __ ___— -COIIFIGURATIOJIAIIG LOADIJTG SPECIFIED BY FABRICATOR AODITIGIJAL PL ATIIIG FDP HANCLIIJG TRUSSES IS PESPDIISIBILITI OF FABPICATOP. -THIS TRUSS IS DESIGNED ONLY FOR THE LOADS SHOWN, PRO'/ISIDN FOR THE PPEVETITION OF PONDING MUST BE 14ADE AND IS 1107 THE PESPONSIBILITv r,F THE TRUSS FABRICATOR OR CLAP'I. �*-FALSE BOTTOM CHORD IJJFGRMATION FALSE BOT 12-11-8 Oil LEFT VERTICAL SPACING-4-0-0. USE MINIMUM OF 2x4 PLATE FOR FASTENING FALSE BOT CHCPO VEPTICALS. USE 3x4 MIN. FOP SCARF ON FALSE BOT CHORD, TRUSS BOTTOM CHORD ABOVE FALSE BOTTOM CHORD MUST BE BPA,--EG WITH 1x4 COITT. LATERAL BRACING AT Z' O.C. MAX SPACING. RUN 6-0-0 _ 4-0-0 4-0-0 4-0-0 5-0-0 6-10-8__ -___7_1-8 __--RUN 1-1-7 1-1-7 Max Height 9-4-3 74 PLF 12 Q 6 6 12 3* \ \ 6 D X x � ALD °� e \\, IQ�o 1815# (3.5171X 3x4 m a (3.5)71% m l 9 5x6 N 3x7 Tv P 5xs Q s 20 PLF 3x7 12 6-0-0 4-0-0 8-0-0 5-0-0 6-10-8 7-1-8 Forces(L-R) 1-0-0 37-0-0 1-0-0 BUILDING TYPE: Enclosed Residential CODE: Standard Building Code (SBCCI 1991) WIND SPEED: 110 mph MEAN ROOF HEIGHT: 13' TRUSS LOCATION: (Se) area UPLIFT CONNECTION REQUIRED: 76P # AT EACH SUPPORT. NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW SEE NOTES 10 AND 11 ABOVE FOR BRACING REQUIREMENTS. No trusses: 1 THIS TRUSS ANALYZED WITH PPSA Maximum deflection occurred 44" from the left end of bottom panel #3. Maximum PPLive Load Deflection of .432" (7/15). Index-.353, (L/1020) Maximum PPTotal Load Deflection of .677" (11/16), Index-.369, lL/650 ©REV 5-1-93 (WIND)A,f- �r-1 CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 37'0" H-13 SPEC T-14 ALPINE ENGINEERED PRODUCTS Inc V 2000 2-0-0 LL TC 30 2X4 #2 N SP ENO. FOR: TRUE TRUSS INC - SOS 1801 S. GSW PKWY. BC LUMBER PROJECT: CENTEX 3705 B DATE: 1 Feb 1993 F�/l GRAND PRAIRIE, Tx 75051 7.0 OL TC 7 2X4 #2 N SP LAYOUT I0: (214) 660-3940 PLATE AREA: FTNt--FDA-STELL BC 0 WEBS 640 33.33 OL BC 10 2X4 #3 SP ADDRESS: SCALE: MEMBER TRUSS PLATE INSTITUTE TOTAL 47 EXCEPT AS MAY BE NOTED t+l 1 ' '+I' I'. .=11 111 ,1.11 ++ U+I Ml rnr I + 'R11-. I.f'I'(.1111111111 I'r'.il.� i".i' IIIL I_'.i E'. EIEPAI (I r+:.'..111 M[MRf+1 'I rn •. + ..1111 I.']I�tJ1-F LJ IF 11, ��� ., -.+' f��'-f f'" +J lrll (?I.E LEI��B/ L 11++1_I� IH" 'l.'N J�.10 ::+IE EI++I IT::, I/'" fA! Ifl!,I RLL<11�+1 P11(: Ef�E:.l l"11 :;r I'+E I+"J_;, I•L •.IF ll _'„. '+I=nf_n AL L:-HABLE ST PE Sc itL;IE', ELL /-'LUES '.JSEO 6 T' "CPU SPLICES <FIE 110T f1EL7l1414EFIGE(, ID 'r�JP III 111: GP/HELL GR F11-1 HEHDEPS SPACED 1C 114 IE RIPI.P API BRAC 1115 SH JL5 BE 001E III FSP DES]5N HE BASEO oil inE LATEST EOI T IJrt GF THE 11A- GIRECTII PBO IE P BOTTOM _rtOR(i SPLI''-E. Jr)LESS IIGTED OTHERWISE CNPREIIT TPI BRACNJG ATIC, EPECT IDII PUBLICAtj�,IS. 1I OE AL GEST Gr1 STArIG AP pS P;IBL ISnEO B+ inE NATIONAL + 1-2 0- APP ROJAL IY-V48ER5: :er 2342, FHA T=B 2'014. SBCC 111 ALL C'JMPPESSIGN CHCRG MEMBERS ASSUME' TO BE CONT IIY,IOJ$L+151 THIS DESI Gfi CONFORM$ 70 GJP REFIT TPI DES1511 SPECIFICA- FOREcT rFOGJCIS dS SOC IAiIUt! 7251. EDLP FILE 86-125 ERRCED E+EI7IFFR 3/B” 'u IN.:1 PLIWOC•O SHEATHING. 112' i151)S FOP METAL PLATE COMHE'=TEG WOOD TRUSSES AND 2I TH I5 OESiiil IS BASED Of CLAPI C01111E--TOR PLATES ONL+ el THIS TRUSS HAS BEEN DESIGIIED FOR THE LOADING SHDWII :MI 11.1 DRRWALL OR BRACIIIG MEMBERS SPACED AT 16" o c. OU ALITR STAtIOARDS FOR TRUSSES, 3+ COrIIIELTDR PLErES 512E5 ARE Ba SEG Oil AJ[AL FORCES Ot1L/. Oil THIS OPAWIIIG. II15 iaL LA1jG1I AIIG USE SHALL CGJFORM I/A JI, +JrIlE 55 IlOTEO OTHERWISE.SE. :16! t10 14 14 EA GF THE TPJSS up. BE CUT 7n MODIFIED III Ari, WR I. ! -OtJNE[T- PLATE SIZES RPE CALLED 0'01 NIG TH �ACPOSS SLOTS'; NIT. THIS DE 12'; ® IIx11':ATES BEAFITHO LOCATIOII. 17! SPECIAL HANDL 1110 CARE SHOULD BE TAKEN 0-I'lG $HIPPjP3 MIC Br LEIIGTH (ALD..',SLOTS.• ARG TnE OR IFMT AT ION OF THE 9 THIS DE SI CAI IS APPLI^_ABLE i0 SH DRIER SPAN TP•JSSES OF EPE�TICK OF TFUSSES SEE HIB-91 FOP PECGHME"OATIOIIS SIZE CALL OJT I$ T E OIPECT] 11 F THE PLATE IFtI"7H IGEN T I CAL L0A0111� AILD C OIIF I G'JPA T IF II -CCNFIGURATIGEI AIIG LOAGING SPECIFIED Bl' FABRICATOR -REPETITIVE 14EMBEP STRESSES NOT USED. -ADDITIONAL PLATING FOR HA19)LIIIG TRUSSES IS RESPONSIBILITf OF FABPICATC•P. -THIS TRUSS IS DESIGNED ONLV FOP THE LOADS SHOWN. PPO'JISIOH FOP THE PPEVE11TIDII OF PGIOING MUST BE 14ADE AND IS NOT THE RESPONSISILITf OF THE TRUSS FABRICATOR OR CLAW/. D -FALSE BOTT014 CHORD INFORMATION FALSE BOT 12-11-8 DII LEFT. VERTICAL SPACING=4-0-0, USE 141NI1"4 OF 2x4 PLATE FOR FASTENING FALSE BOT CHORD '✓EPTICALS. 1-b-0 USE 3x4 14I14. FOR SCARF ON FALSE BOT CHORD, RUN 6-0-0 4-0-0 5-0-0 5-0-0 5-4-3 5-0-11 5-7-3 RUN TRUSS BOTTOM CHORD ABOVE FALSE BOTTOM CHORD MUST BE SPACED WITH 1x4 C011T. LATERAL BRACING AT /L' G.C. MAX SPACING. 1-1-7 1-1-7 Max Height 10-4-3 74 PLF 12 Q 6 12 \ I m 6 0 3}p \ 18151Y ^m 1815# [3.5171% I' c (3.51 71% m I 9 5x6 3x8 3x4 3x7 N 5x6 d 5 20 PLF 30 12 1-0-0 6-0-0 4-0-0 10-0-0 7-10-8 8-1-8 FDrCe9(L-R) D BUILDING TYPE: Enclosed Residential 1-0-0 37-0-0 1-0-o CODE: Standard Building Code (SBCCI 1991) WIND SPEED: 110 no MEAN ROOF HEIGHT: 131 TRUSS LOCATION: (Se) area UPLIFT CONNECTION REQUIRED: # AT EACH SUPPORT. NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW SEE NOTES 10 AND 11 ABOVE FOR BRACING REQUIREMENTS. No trusses: i THIS TRUSS ANALYZED WITH PPSA Maximum deflection occurred 50" from the left end of bottom panel #3. Maximum PPLive Load Deflection of .55" (9/16), Index-.45,' (L/801) Maximum PPTotal Load Deflection of .862" (14/16), Index-.47, (L/511) RECOMMENDED CAMBER: .47" Zf CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSP) TC LUMBER TRUSS: 7�0" H-15 SPEC T-15 W ALPINE ENGINEERED PRODUCTS Inc V 2000 2-0-0 LL TC 30 2X4 112 N SP ENG. FOR: TRUE TRUSS INC - SOS tBO1 S. GSW PKWY. BC LUMBER PROJECT: CENTEX 3705 B DATE: 1 Feb 1993 GRAND PRAIRIE. TX 75051 7.0 OL TC 7 2X4 i2 N SP COFI� LAYOUT ID: (214) 660-3940 PLATEN L LL @C 0 WEBS 695 OL BC 10 2X4 f3 SP ADDRESS: LNI MEMBER TRUSS PLATE INSTITUTE 33.33 TOTAL 47SCALE: EXCEPT AS MAY BE NOTED 1/H 1 1-L PE + '+'E `"'EC IF IE:' MI"ll"'JA Cn zUE S, :::i F'IE'.i Li+. rL-IF 5 r�'++.L 1. NF IISI AI IF `=..r1"I IFI'.'.I I.. Ilri :�:� aLL II.-I('..loll r11UPD IEIFIERS a';.TIMED IUSBEI C-III II IUO'.1"LI 73! /- 11101-RIES L.-TE AL.BRAT II L, MLMRER =1/n HI.1. SC.F'IES. erlG IaY uA/Ir+,M MOISTURE. CO!I TEI+f, OR S H I.'Ar THE .�OIIII DMAf,EG P+ IC 15L 3/R" (4111' ['L INODD SI+E RTHIII, 1/2' In+ -1„ TIISTALLATIGll AIID EPE 11511;,F THE TP'_155, ['F Ili IS it H7'�rrEH AI.L DNA PIE SInE 55 /-LVE i, ALL /AL ilES'.I';E LI f� 1".i' _HrAG SPL 1+LE r, FFE Il(II RE'_�MME IIGE( ID _...+ IH 11+• GNINA LL (k+ BR RCIUC ME NPE P!'i iP AlEO 1�A' P C IMA/I, fENF'CA RPI BRACNIG 9r1C/JLC•BE L1U UE III ACS.RC•=rl.'EF NlIn r PUP OESI�H APE BASED DM Ir+E LAIESi EOii7JH GF THE IIA- GI PECILI AB 7'JE A BOITGM •_r1DPG SPLICE. 'JI IL ESS HDTED GTNEPNISE. CUPPENT iPT BRACING A110 ERE'=TIGH P'JPLSCAi1�115. TIGMaL GES ILII Sr;,MGAPDS P'JBL(SHED B'+ THE 1+ATI OU AL 71 /-20'70 APPP 7`:AL +1_'IAB E PS: 'JBC 2342. FHP T•.B 2014. SBCC Ili all CGMPRESS[GN CMOPO MEMBER$ ASSUMED TO BE CDHTIIlJO'JSL 1151 THIS DESIGN COIIF DPM$ TD^_'JRPEFIi TPI pESI SH SPE•_IFICd- FOREST RROGUC TS -SSOCIAT IOFI. 7251, BOCa FILE 86-725 BRACED B'+EITHER ?/B" +MITI.:• PLrNGCO SHEATHII+G. f/2' TION$FOR METAL PLR IE CGHIIECTEG NODp TRUSSES A!1G 21 THIS OE 516+1 IS BASED Oil CLAPI COHIJECTOP PLATES OHL+ PI THIS TRUSS HAS BEEII DESIGNED FOP THE LCAD IMG iHOOII III.1 DP WALL OP BRAC IIID MEMBERS SPACED AT 16' o c. WALIT+ ST A+W)aP05 FOR TRUSSES. 3+ CDIIHECTC.P PLATES SITES ARE BASED OH AYIAL FORCES OIILI, OH THIS OPAWIIIG. IIISTALLATIGN AIID USE SHALL CC4IFOPM 114AI?. UNLESS IIOTEO OTHERWISE, 4E! 110 MEI4BEP OF THE TRUSS 14AI BE CVT On MOCIFIEC IN 141 NAI -0—EC T DP PLATE S12ES APE CALLED O'JI WIDTH LACPOSS SLOTS; WITH THIS GE 51311 121 ® IIIOICATES BEAPIFIG LOCATIOII. 171 SPECIAL HANDLING CAPE SHOULD BE TAKEN GUPIHI SHIPPIN3 NID BI LE110TH !ALDIIG SLOTS% RHC THE JPIE MT A T 1014 GF THE 91 TH 15 DES' SII IS APPLICABLE 70 SHOPTEP 11 11 TP'JSSES OF EPECTIGN OF TRUSSES SEE NIB-91 FOR PECGMMEHOATIOIIS I C 7'Ji $ iH O P CT GI+OF T T LENGTH, G NT C 0 0 FIG NO COIIF G'JP T GTI. -rr11FIGURATIC'i l ANG LOADING SPECIFIED BV FABRICATOR AO - OITIGIIAL PLATIIIG FOR HANDLING TRUSSES IS PESPOIISIBILITe OF FABPICATC•P. �r-FALSE BOTTOM CHORD UIFOPMATION FALSE DOT 12-11-B 014 LEFT. VERTICAL SPACING-4-0-0. USE 14I111MrM OF 2x4 PLATE FOR FASTENING FALSE BOT CHORD VEPTICALS. USE 3,4 MIN. FOR SCARF GN FALSE BOT CHORD. TRUSS BOTTOM CHORD ABOVE FALSE BOTT014 CHORD MUST BE BRACED IIITH 1.4 CONT. LATERAL SPACING AT 2' O.C. MAY SPACING. RUN 5-0-0 4-0-0 5-3-14 5-2-2 5-5-0 5-3-4 5-9-12 RUN 1-1-7 1-1-7 Max Height 10-7-3 74 PLF 12 Q 6 5-Y5 12 6 l7 f` 3*A \, 18156 IT 18151E (3.5171% Q (3.5171% I 4x8 3x4 3x7 I N 5x6 4 6 3x5 20 PLF 30 12 5-0-0 4-0-0 10-6-0 8-0-10 B-5-5 ForceS(L-A) i BUILDING TYPE: Enclosed Residential 1-0-0 37-0-0 i-o-o CODE: Standard Building Code (SBCCI 1991) WIND SPEED: 110 mph MEAN ROOF HEIGHT: 131 TRUSS LOCATION: (Se) area UPLIFT CONNECTION REQUIRED: 7&1 # AT EACH SUPPORT. NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW ;SEE NOTES 10 AND 11 ABOVE FOR BRACING REQUIREMENTS. No trusses: 5 THIS TRUSS ANALYZED WITH PPSA Maximum deflection occurred 52.5" from the left end of bottom panel 113. Maximum PPLive Load Deflection of .504" (10/16), Index-.493, (L/729) Maximum PPTotal Load Deflection of .946" (15/16), Index-.515, (L/465) RECOMMENDED CAMBER: .51" ®REV 5-1-93 (WIND) A,( CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 37'0" SPEC T-16 ALPINE ENGINEERED PRODUCTS Inc V2000 2-0-0 LL TC 30 2X4 i2 N SP ENG. FOR: TRUE TRUSS INC - SDS 1801 S. GSW PKWY. DL TC 7 BC LUMBER PROJECT: CENTEX 3705 B DATE: 1 Feb 1993 /) GRAND PRAIRIE. Tx 75051 7'0 2X4 #2 N SP V/) (214) 660-3940 L NC. L LL BC 0 WEBS LAY GUT I0: OF 642 33.33 DL SC 10 2X4 03 SP ADDRESS: SCALE: MEMBER TRUSS PLATE INSTITUTE TOTAL 47 EXCEPT AS MAY BE NOTED 1/8 f y7t 5F"c••itt Ez .K IwE St'fEtt TF1•Mlf11 w,�H LES. �;7�MfE`..ibM Pt'W{ � 11WO.01 :+,r)i+4 14, P1-+S Ill 1ElIJII T.x.�. 5 F-IEs, m£,1 fax ut/1004-315tORE GY1I07, r;J..H twit InE *I'll Fll'AVEC,lie L1041. 31N .RVP TtLIWaD[S SnEAI leaf, )J2' IS �f HS S+.EP ALLZ,MaBLE S7PESS IILJES. ALL JALUES 9$(0 6: ILP CW4,0 SPLICES [PE Itl�f ty,citda[fiC£( IG:'_L'iP (Hilt: WI.ALt, :IP DUA�_(l*IElpa.5 SPAI'EO ID' 9 [ ?MAf•. it.." Fly.DESilt, APE BASED of TI¢LAiE51 (Dill, vX T.{itA- RIPE.IL'• AEDIE A BOTiY4•_WORT=SPL I:E. Yn.ESS NOTED'i TIIF.XISE ^LOMEfii 7R2 y.. 11011AL GE list ST4lrAPD5 PJ91.15HE0 a. THE flATiW44 7l '1-2G00 APPu:FrAL It PS. ',9c 23x2, fnt T�_B 20f A, SBCe 111 All CO4PPE$SI OM Gt.�PD HE1�ER$ ASS-AEG FD DE CCd+T I fJLvJSL 1[51 Tnis tiESIGt1 COIFORMS I TOPES PRODU-15 AWICIATIal '2131. OOCA FILE 06-125 BRACED Bt EI41ER 3/0" :4211.; FLtW000 SH'EAl"It", 1/2lKils F,P MEIAL PLATE CC+WIECTEU 21 t-IS DESI&I is BASED WI CLAP+C0141ECTOR P•AIES Ul' PI IHIS IA',rS NLS BFEtl DESIGIIED Fc/, iliF LrAOIl*SkIn0l +Min.} OPIWALL •x=BPA',Inr MEMBERS SPACED AT I6' 2 C. UJAIITe SIAIgARDS FDP To(j5SE5. 3� CO1xEtT'JR PLATTE$SIZES APE BASSO oll AXIAL FORCES'Y'LI. Wa tH[S DPAMIt16. INSIALLAtInti Anr,USE ;HALL Cf+SOW �MArI, LFx ESS 00TED OTHERWISE. 161 txi MEWO DF THE TWJSS MAI BE CUT DR HODIFIED in A— A• �,,.'xAIECT::.P nLAtE SIZES ARE CALLED TiJ7 WIDTH ;JCA:SS SLOTS; WI TM iwiS DESi3n 12� Ga Incl CATES OEAPP,LOCAt1Gn Ill SPECIAL HAt IDLI113 CARE SAIGULD BE IAMEN DtmItl5 SHIP'11t3 A1tp E+ LEnOTH WOW,SLOM 00 THE OPIETITATIOH 0 THE 9. THIS DESIT,11 IS APPLICAfILF In SHW+TEP WAN TWASES OF 6o--Z - fKC11011 OF tP'JSSE$ SEE HIS-91 FOP IAC✓MMEnDATIWiS S1ZL, LI_7 ..L5 t_tK_2SRL,CS±i 2LI_t£_PI�T#_S.Cft`�'!� 1c{�g1.r�.1_LQPPLt��!+�.�D!+<3r�P'6?.t �._..__...� _-.-_.--- --�._.___�_.__._.._._.__..__._._ -collF(CAiRAATI51 At IO towitir,SPECIFIED 8?FA8PICA FA -ADOITIOIIAL PLATIIJG FDR HAIJOLPIG IWJSSES IS PESPgiS18ILITf OF FLOPICATrP. -AIITICIPATED HOPIZI)IIIAL 4O''IENE11T LFIOER TOTAL LOAD .079' 3-0-0 RtJN 5-5-0 5-2-9 6-9-9 5'5-0 Y J5-3-d 5-9-i2 ,RUN max Height 10-7-3 74 PLF 12 'ZZ7 6 p sxs 3., 1 46# 1 674# (3.5)64% 13.5)45% 0 (3.5)26% 1 5x5 5x9 3x5 3x1 3x9 3x5 tv 3x13 20 PLF 3x55 . 2 3.45 3.45 d 12 12 3-0-0 5-6-0 5-2-8 6-9-9 9-0-14 9-5'-9 FarceB 2-P} 1� BUILDING TYPE: Enclosed Residential. 1-0-a 37-0-0 1-°-o CODE: Standard Building Code (SBCCI 1441) WIND SPEED: 110 no MEAN ROOF HEIGHT: 13' TRUSS LOCATION: (Se) area UPLIFT CONNECTION REQUIRED: lnq 5 AT EACH SUPPORT. NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW SEE NOTES 10 AND 11 ABOVE FOR BRACING REQUIREMENTS. No trusses: 6 THIS TRUSS ANALYZED WITH PPSA Maximum deflection occurred 44.23' from the left and of bottom panel M6. Maximum PPLive Load Deflection of .108' (2/16). Index-.139, (L/2572) Maximum PPTotai Load Deflection of ,169' (3/16), index-,145, (L/1643) -REV 5-1-93 WIND Axl' CLARY DIVISION PLATE TYPE: D.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 37'0' SPEC CATH T-17 "1w ENGINEERED PRODUCTS Inc V 2000 2-0-0 LL TC 30 2X4 f2 N SP ENG. FOR: TRUE TRUSS INC - SOS . wy SC LUMBER PROJECT: CENTEX 3705 8 DATE: I Feb 1993 -mat 7.D OL TC 7 2X4 42 N SP FM__STL- LL SC 0 LAYOUT JD: - 33.33-ATE AREA: C OL SC 10 S+E9s 2X4 ,l.3 SP ADDRESS: SCALE: TOTAL 47 EXCEPT AS MAY BE NOTED 1/0 I.�r•Pc ..L, 1 .t '=r .,r if.[' ult I J.+ r.P Air ,Mi F'_TDW L-IVS 0-( RE THETA[LLD S MI+l lul..:.LL+ Utl 16. ILI IEDS I]N -5Y.MEC 10 BEI C•Jrl 11 HUN.r51-• 13! -/ IUDICAIE5 LATERAL PA-"-III, I+EMBER "1- "III ScE-IES. -r1O 1?% uJI S I'J.E CD1I I Ell 1, On 5'-�=N I.r:.l THE J31r)1. CAACEG By EITHER 3/9" IMIW PL•x070 SHEATHID-3. 1/2' IA! IUSTALLATIGII ADD EPECTIG1r OF THE TRUSS, TEur.ArlEHI. nr iL IS GF nI GHEP AL LJWASLE ESS -LUES. ALL /ALUES'J SED 6 TIP CHOR SPLICES APE NOT PEC'GMMEHDEG TO CCL"JP 11,111: DP'IWALL 3P BRACIIIG 14E MBEPS SPACEO 10' . I, IIIAI� IEMPPAP'+ BPACINS SHGIJLC'BE 00r1E ill AC-CRC,f;-E WITH FOP DE`-I GU -PE BASED Orl THE LerE51 EDITION GF THE IIA- GtPEC 7L+ ABOVE A BOTTOM CHORD SPLICE. Ht-ESS NOTED GIHEPMISF.. CURRENT TPI BP AC IrIG AFID EPECTI•GN PJBLICArI SU S. TIO'IA CESI=r1 5T-NC-P D5 °'JBL i STIED BI THE uAT I OVAL •T V-200^_ APP PQ AL IMIABEPS: UBC 23,12, FHA TCB 2014, SBCC 11; ALL CDMPRESSIGN CHORD MEMBERS ASSUMED TO BE CGNTINUO'JSL+151 THIS DESIGN CUTWORMS 7G CURRENT TPI DESIGN SPECIFICA- FOREST PP000C TS AS SOC TATIONI 7251. eOCA FILE 86-125 BRACEO BV EITHEP 3/B" N1N.'r RL+WOOD SHE ATN IN u, 1/2� iIOIIS FC METAL PLATE COIx1ECIED NOTA TRUSSES AND 2) THIS OESIG:I IS BASED ON CLAP' CS41DECTOR PLATES L1IL+ BI TUTS rRJ55 HAS BEEII DESIGNED FP THE LOADING SHOWN 'M Ill.) DRIWALL OP BRACING MEMBERS SPACED AT 16' o.C. { GULL/Ti STANDARDS FGP TPUSSES. 31 COTe IE CTOP PL-TES SIZES APE BASE[)ON AXIAL FORCES ONL• DN THIS OR AWING. INSTALLATION AND USE SHALL CONFORM tMAX!, Ut ILESS NOTEO OTHERWISE. 16! NO MEMBER OF THE TPOSS MAI BE CUT OP MOOIFIEO In ANI WAN. Ci)ra IEC TGP FLA TE SIZES APE CAL LEG O'JT MIGiN fACPGSS SL 015': WITH THIS DES1G11 123 ® IIIOICP TES BE AR 1110 LOCATI GiI f7! SRECIAL HANDLING CARE SHOULD BE TAKEN DURING SHIPPING AND B• LENGTH TALONS SLOTS! AUG THE OPIENTAIION OF THE 9; THIS DESIGN IS APPLICABLE TO SHORTER SPIN TPUSSES OF ERECT S ON OF TRUSSES SEE HIB-91 FOR PECOMMETIOATIONS C 0•Jr IS T DiP CT[CN OF THE PLATE LENGTH IDENTICAL LOADVIG AND CONFIGURATION — -COIIFIGIURATIGH AND LOADING SPECIFIED Bt FABPICATDP -ADDITIONAL PLAT1145 FOR HANDLING TPUSSES IS PESPOIJSIBILIT/ OF FABPICATOP. -ALIT ICIPATED HOPIZCWITAL MOVEMENT UIIOEP TOTAL LOAD - .152' 1-6-0 RUN 5-6-0 1-5-0 1 5-6-0 RUN 1-1-7 1-1-7 74 PLF Max Height 3-10-3 12 6 11111 12 246i' I 24811 5 m J'x6 m J y N X m \ 193► 02M B2M f93Y I y � o _ 52M 52N m o T T 6x9 n 631y 631Y I 6x9 I [3.5)25% 13.5125% Q 3.45 3.45 F----- 3x5 3x5 12 12 20 PLF 5-6-0 3-0-0 5-6-0 1-0-0 1-0-0 Farces(L-P) 14-0-o D BUILDING TYPE: Enclosed Residential CODE: Standard Building Code (SBCCI 1991) WIND SPEED: 110 mph MEAN ROOF HEIGHT: 13' TRUSS LOCATION: (Se) area UPLIFT CONNECTION REQUIRED: - 1-2-0 # AT EACH SUPPORT. NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW SEE NOTES 10 AND 11 ABOVE FOR BRACING REQUIREMENTS. No trusses: 3 Maximum deflection occurred at bottom joint #2. Maximum Live Load Deflection of .154" (2/16), Index-.331, (L/1091) Maximum Total Load Deflection of .242" (4/16), Index-.346, (L/694) ®REV 5-1-93 (WIND) CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 14'0" CATH T-18 ¢ j ALPINE ENGINEERED PRODUCTS Inc V2000 2-0-0 LL TC 30 2X4 #2 N SP ENG. FOR: TRUE TRUSS INC - SDS leol S. GSW PKWY. BC LUMBER PROJECT: CENTEX 3705 B DATE: 1 Feb 1993 (� GRAND PRAIRIE, TX 75051 7.0 DL TC 7 2X4 i2 N SP LAYOUT ID: iF (214) 660-3940 L L LL BC 0 WEBS ADDRESS: C/ 348 DL BC 10 2X4 03 SP SCALE: 33.33 EXCEPT AS MAY BE NOTED 1/4 MEMBER TRUSS PLATE INSTITUTE -- — TOTAL 47 _ _____ _ _ _ 1'� - ,E ` - , ,EC ,l H(- a =-O ES I;:E'_TD _AtE5 -HALL eF PISTALLEO 5 +IAFIPIZ--t- 011 11 .:LL Ier151.1n n1UPU rE HFOS /. JnEC iJ BE'CJTITI NO'.SLI 13' 11101-<TE5 LATE AL a 1116 ,+ENBEP 'i/A "1,, c E,'Ic5 a T3% +-/IH..is"DIST CPE CCH T Er,T 3a 5!_H IH-T i - J31 IT P 1 HPACCC B,EI THEB 3/e' 'u 7111(PL/NO70 SHE ATHI113, fit' tAi Ir+STALLATI711 AHG ERE,- It GF TwE iwJ55 FE P'+Ar�1E ' IS �F n'+n %LL JH<B�E 5TPE55 /-LHES, ALL /<L UES JSE❑ 6 i..v CnCRG SPl 3CE5 pPE NOT AE CGIdIIE IIGEG TO C C'JA fH 111; OP',WA LL OH en<!'7 N-•ME MBE PS SP PLED fG o [ IMA/r. lEIAPGPARI BRACING SnC JLO BE 0011E If+ ACCC.PC<H'E "Itn- FGP OE.:I Sr+-APE BASED OH THE LATEST EDITID11 7F THE IIA- GI PE CTL'I ABO:E A BO T T DM CHOPG SPLICE 'JIILESS IID tED OTHERWISE CURAE/IT TPI BRACING A110 ERECTION P'JBLICATIG115, T DUAL CESI3U ST ArIG:P DS P'JBL ISnED BY THE NA7lON AL , '/-�C'00 APPROVAL fl'- R5: VBC 2342, FHA TCB 2074, SBCC F1i RLL CDMPRESS IDH CH RD ME14BESS ASS'JMEI TO BE CGNT1t CJ0'JSLY151 THIS DESIGN CDtAFOFHS TG C'JPRENT TPS pE5[ON SVECIFlCA- FOPE5T FPDUICIS AS5G'_'IAT 101 '251. SOCA FILE BG-125 BAACED 8,EITHER 3/8" 4UtJ,} PLYWOOD SHEATHItIS. T/2' TIO115 FGR METAL PLATE CDn11E,- WOOD 7AUSSES AUG 2) 7Hi5 DE SIGH IS BASFO 611 CLADI CGI31FCTOn PLATES"'I_, PI III[, TP•JSS HAS BFEII OESIGIIEO FDP THE LG4DIIIG SHOWN �IAPIA BP/MALL. OR BPACIIIG MFMBEPS SPACED At 16' a.C. OUALITI 5T AtIOARDS FGM TRUSSES. II •-OHNE CT-I PLATES SIZES APE BASED 011 AYIAL FDEICES MLI, :111 THIS On AWING. IIISTALLAtl D11 ALIO USE SHALL COTIF2MI4 1MAY!. U11LE55 NOTED OTHERWISE. ;16) 110 HEARER OF THE TP.)SS MA, BE CUT DP NODIFIED IU ANI NA,. 3TITIECT C.n HLA rE SiZES ARE CALLED TJI WIGTH (ACAGSS SLOTS' WITH TH15 DESI3`4 12i ® INDICATES BEAPIT13 LOCATICd I. f7) SPECIAL HANDLING CR PE SHOULD BE iAWEII DrJPirl6 Su IPPSn3 MID BI LENGTH I<L CNG 5LCTS AHG THE ORIEIITATIOII GF THE 9� THIS DESI'It IS APPLICABLE TO SH DRIER SPAN TP'JSSES OF ERECT I.7N OF TRUSSES SEE HIB-91 FOR PECOMMENCIATIONS �ESj[ CALL D'Ji 15 TIE O7 RECT[GII✓F PIvA iE LEtIO TH. _`_IG 11T CAL 1�IIG ALIO CONFIGURATION - -COIIFIGURATION AND LOADING SPECIFIED B/ FABRICATOR -ADDITIONAL PLATING FOP HANDLING TRUSSES 15 PESPONSIBILIT/ OF FABPJCATOn. -THIS TRUSS I5 OESIGNED ONLY FOR THE LOADS SHOWN. PROVISION FOP THE PPE VENTION OF POIIOING MUST BE MADE AND IS NOT THE RESPOtISIBILITv OF THE TRUSS FABRICATOR OR CLAPY. -AIITICIPATED HOPIZONIAL MOVEMENT UNDER TOTAL LOAD - .A23' YL -FALSE BOTTOM CHORD IIIFCPMATION 7l FALSE BDT 7-0-0 ON LEFT. VERTICAL SPACI1411=4-0-0. USE MINIMUM OF 2x4 PLATE FOR FASTENING FALSE BOT CHOPO VEPTICALS. USE 3x4 MIN. FOP SCARF ON FALSE 507 CHORD. TRUSS BOTTOM CHORDABOVE FALSE BOTTC44 CHOPO MUST BE BRACED HITH 1x4 RUN 4"5-0 3-1-3 3-1-3 4-6-0 4-6-0 5-10-8 6-1-8 RUN 2-7-0 2-9-11 C011T. LATERAL BPACIIIG Al 2' O.C. 14A7 SPACING. 1-1-7 02 #2 02 #2 02 02 #2 1-1-7 74 PLF Max Height 8-4-3 - 12 c7 6 281# 3334 3844 x5 3x4 D 5 218# ' D S XS 218# 4331 210# \ 12 3}4 248# \\ 216# 6 p Tv *6 ,., \ 7534 71# 901111 735# t49# 377# 580 m 41# 1712# ,jXt' N (3,5167!) 3x8 1 v o 1711# 1Z 4x5 3x8 3xB n 3x7 0 13,5149% t x N X 3x5 N 3x8 L7 3.58 12 20 PLF 2-7-0 4-5-0 4-5-0 4-6-0 9-0-0 5-10-8 6-1-8 #2 #2 #2 42 #2 FarceS(L-P) 1-0-0 2x4 2x4 2x4 2x4 2x4 1-0-0 - 37-0-8 BUILDING TYPE: Enclosed Residential CODE: Standard Building Code (SBCCI 1991) WIND SPEED: 110 no MEAN ROOF HEIGHT: 13' TRUSS LOCATION: (Se) area UPLIFT CONNECTION REQUIRED: 7 6�_L # AT EACH SUPPORT. NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW SEE NOTES 10 AND 11 ABOVE FOR BRACING REQUIREMENTS. No trusses: 1 Maximum deflection occurred at bottom joint #3. Maximum Live Load Deflection of .624" (10/16), Index-.506, (L/712) Maximum Total Load Deflection of .978" (1-0), Index-,529, (L/454) RECOMMENDED CAMBER: .53" REV 5-1-93 (WIND) /i-zr G, CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 37'0" H-11 SPEC T-13 ALPINE ENGINEERED PRODUCTS Inc V2000 2-0-0 LL TC 30 2X4 M2 DS SP ENG. FOR: TRUE TRUSS INC - SOS 1801 S. GSW PKWY. BC LUMBER PROJECT: CENTEX 3705 8 DATE: 1 Feb 1993 GRAND PRAIRIE, Tx 75051 7'0 DL TC 7 2X6 #1 Ds SP LAYOUT ID: (214) 660-3940 -PLATEL LL BC 0 WEBS 898 33.33 OL BC 10 2X4 #3 SP ADDRESS: MEMBER TRUSS PLATE INSTITUTE TOTAL 47 EXCEPT AS MAY BE NOTED 1/8 GP loos OSS SP ovk SE�-v P 6 pMES �NTEX H tb�s Videx 44592 " G ANG. eeS s seal° r 9 ZRVE,`BUSS wed abo`je. The euo F1on ae�l� 0 1A for �eotdan2�h omponep�' ,$t of tsps sp� g to °u step below ate at fess�opal en&a Re$ula e� abets`$a�eptane a�oeut of Ytofessi al T? sheet�dl°e Rule$°f pPtE 4 ORp`�t� 94t7 USR� 4, `4tt�111111ig11�'ry ���• w 1� w RED •qtr 4Vt#ltl11110«01 9� '7 48L[' t { . rIS -f 1 11 by a4 G E iJ !�`i . • � � ! ^� dE 3 :(�-13 seri ) � . -c'`f'- _ � - N -1 Ir-0I u� -r to AA Is -0 0 SPaL ro`># -- ' �-$ IEk 30'-4 -5-5peoz t T- 5 Hoo ie o { �Z� 0 S pEG TRUE TRVSS 1. Do not cut or atLes t'u5sa ! ! -O")1{-. ��+ 1.I�+7 i wiL'��:.�t rrii<ta Fsmasion ' �- HANGEWS trona;run irum 1 (0-09 HG-s i` T i i. -� t inraa be Srrtt in 2X6-8 strict actor&--"x fa this 2 X 18 ' a Approved p: . bDade: fyp i r •z a -� :! CUSTOMER- D M ES 1 21'-0')11.5 ui c _ JOB NAME•-�3�JD�--- Co 9� 5.1", rum I.JL TRUE TRUSS 641-0766 F-FRAMII; G - PLAN ��iaa __-_____•� _ - OB-NUMER El..l=�TjOI;) APPROVED. CITY Of ATLANTIC BEACH BUILDING OFFICE ,� 17 08-05-1993 S I Z E AN A L Y S S S Page 1 of 1 11:07:13 TRUS JOIST MacMILLAN (MAST siz-S100I) ` MARK 8. ROSE (SOIOD) » Project Name: CENTEZ HOMES - PLAN 43705 A & B Page Title: GARAGE DOOR HEADER j 4 .. W.. ---------- TJSizingT" v3.40 ---- Building Code NER ---------- Type of Sale Distribution ----- 1193040417 ---------- w Application: Deflection Criteria (MR) Member Use............... HEADER Roof (non-snow--load, LDL) LL Defl TL Defl Member Top Slope(in/ft)... 0.000 Stress Level............... 1338 Span 1 L/240 L/180 Roof Slope(in/ft)......... 6.000 Live Load(psf)............. 30.0 Floor Decking............... N/A Dead Load(psf)............. 17.0 Repetitive McAber Use....... N/A Partition Load(psf)......... 0.0 Reinforced Overhangs........ N/A SPECIAL LOADS: Live Load Stress Dead Load Width Starting Point to End Add/Repl I ONIF(plf) 350 1338 220 111- 0.00' 5'- 6.00' from Lt Repl 2 TRIAN(plf) 0/ 120 1338 0/ 75 51- 6.00' 0'- 0.00' from Lt Repl 3 CONC(lb) 1750 1338 1110 5'- 6.00' from Lt Add 16" TJI(R)/96 JOIST 16'- 6.00' -------------------------------------- S I Z E A N A L Y S I S ---------------------------------------------- IMPORTANT! The analysis presented below is output from software developed by Trus Joist MacMillan(TJM). Allowable product values shown are in accordance with current TJM materials and code accepted design values. The specific product application, input design loads and stated dimensions have been provided by others, have not been checked for conformance with the design drawings of the building, and have not been reviewed by TJM Engineering. Design assumes adequate continuous support of the joist compression flange. Web stiffeners are required at bearing 1, 2; and special load 3 Maximum Design Allowable Control Shear(lb) 5253 5253 < 5985 1148 RIGHT end Span 1 under 1338 stress TOTAL Load Moaeat(ft-lb) 24201 24201 < 26215 1088 MID Span 1 under 1338 stress TOTAL Load Live Defl.(in) 0.595 < 0.825 L/333 MID Span 1 under Live Load criteria Total Defl.(in) 0.971 < 1.100 L/204 MID Span 1 under Total Load criteria Span 1 Max. Reaction Total(lb) 4414 5253 Live(lb) 2707 3223 Assumed Brg. Length(in) 3.00 3.00 Max. Unbraced Length(in) 48 Copyright cc> 1993 by Trus Joist MacMillan, a limited partnership, Boise, Idaho. TJI(R' is a registered trademark of Trus Joist MacMillan. TJSizingT" is a trademark of Trus Joist MacMillan. r F s TVIUSS SPECIFICATIOt4S r-QR oi ve. Th( speClticattons are amed a e5slonat Engineer whoS� seat is ecr►s bs %1010c' arg47i and Rute sof the Florlda Department of below are a list of taro d under the ptuta Chapter .the numbers listed r ed herewith and have been prep ch sheet in accordance with Florida S18 tut ter 21 H.23. atlixed o nallIlegulation Chap Protes 1 of 10 1 2 131 0 20f2 10 1 2 'ti �, tk F �.,.R E D��.✓ a r it Cw9t'd,TwiLL*E'OF THE SPECIPIEO YINIH.PA OWEES. TNI CONNNECTW PLATES EHAA.K INSTALLED SVN*ETRICALL.V ON SI THIS DE$ION IS APPLICABLE TO SNORTER SPH TRUSSES Of tar SPECIES, aro NAAIaUN NrOTSILM CONTENT, OR$UCH THAT INC JOINT. IOENtICAL&WINS ANO CONPIOURATION, T+1 IWALLA...-. ii Of NI4NER ALLDNAKE StAESS VALMS. ALL VALUES USEO W TOP ChW*SPLIQU ATE NOT KCOWfN0E0 TO 0=0 TO) 711E TOP 00010 SMALL W LA19"AY WAOCO CII.EA*V i/*' NCtWORAAY SPAC$NG W—_ POn OCSIBN AAE*ASCO ON TK LATEST COITION OF THE NA- OIKCTLY A*OVE A STTIN ONDIST SPLICC. &IN.) SKATNINO OA WAGING NENOERs SPACED AT 3'-0'O.C. CUPAEHT IPE 05WING AND ERECIIU. T[dut DESIt+I STWARN PUMN.ISrED$Y THE NATIONAL 71 V-=000 APPOYAL NNANBENS/ UMC OSAR FNA TCS*O$4. SOGC MAY.)• 1$) This OfSIGN COWORRS TO VAV"T TPI DESIGN PONES7 PROpACIS ASSOCIATION, TROT. SCA Ph#06-12$ $$1 7/E WITON CHOW$HALL K LATERALLY ORACEO EITHER OY 11"FOR METAL PLATE CONNECTED WOOD MADS AND ?i ANIS OESESN I$*ASED ON CLARY CONECTOA PLATEs OKV, 91 THIS TRUES NAS KEN CEsiamw PLN TK L40110 SROM/ SJY*MIN,) Cay""an WAGING KNKAS SPACED AT 10'-0' OUALITY STANDAPOS FOR TRUSSES. s) Cd+ECtW PI,AIts$120 ARE SASEO ON"IAL FORCE$ONLY. ON THIS ORANIM. INSTALLATION AM USE SNUL COiON O.0 MAY.), A IN M0 NENN*ER OF THE I"S NAY BE CUT OR NWIFIED TN My NAV, U Cd,Et1DA P.'IPSIZE'AAE GIVE-$O CEO. AXIS W S DEO. WIN TNI$DESIGN. to ® INDICATES KAAINO LOCATION, rAY1111814 padd We0Length Maximum deflection Occurred at bottom joint N5. -CONFIGURATION C LOADING SPECIFIED BY FABRICATOR. turned 90 deg. Maximum Live Load Deflection Of .19"1 Index-.335. (L/1072) -PLATE TOOTH VALUE REDUCED BY 15%. cal Panel Maximum Total Load Deflection of .261". Index-,307, (L/781) -HORIZ. STRONGBACxS PER PCT-80 SECTION 600 REO. Total quantity of trusses - 1 110 L rn sn m rn rn X tX Nit In In to In In to T to M on M en v ao X C i t i Ih rn vx tx7 R-1016 Tn R-1016 13.51 13.51 16-i -12 P AI to PL HIS TRUSS ANALYZED WITH PPSA3 [CLI!, CES (Left to Right) -1275 -2950 -3850 -4033 -3489 -2209 0 SS -1009 1529 -1322 820 -780 371 -333 -98 137 -559 596 -1041 1087 -1629 -104 T 0 2309 3560 4110 3926 3023 1358 PINE ENGINEMOn ofPLATE IIIc V-2000 D.C. S-0-0D tOADI 0 ) TC LUMBER DESCRIPTION#2 08 SP aEscaIPTION 16�11-3/4' GARAGE HEADER 2-a-a ^/ S. GREAT SOu WESTPXWY. b'a LT L C10 eG IWBER 1-4X2 02 08 SP END. FOS* ErX 75001 108 OL ac 0 WEBS TRUSS INC. 08ACE Program 4x2 #3 SP 33% TOTAL o PROJECT. EXCEPT - OAT 166 OCT 1992 >t EXCEPT A$NAY BE NETTED 0 o ' 9 fss id3px3 •� Otys 0,0-� •O.o a � as £epg £SgZ ££6 Sed 3a 8 0 Or►t7r £g09 Z- Det £� ZXt os 01 � gt6£ L6t- 6a t5" ae2Zo> a�a�l SiH d5 z dam'",a� 0 6Zyt ty_ Ze �,,,at� d ssnd1 d15�N ;►Oa , $ Z�'Zxd'Ze 9S0t 6LS 9' LISS' Ze £ygdd N11h pe���tlN t11�oa �' 6 0V9 Lt99 t SSro1 6Ia, Ll CJS 9. . Z66t t� r �N ,gt �ttac S%v Z�9- ZgtS' loa pJd �tibd9 ' sw OeZZ- maJ6 v d�Oa�H e80t, q9pvZZ- t 6ZSt 6%z- t £I at3 1d t£adL t %W -C -9 a •tit x x� x W � xs x tri � 69 Ott x %W W N % i09td aCd` N w * .60 06 qaH P1 s1*+ n ttt On1ft%oYt iaa •1 it'��1t�n 11►a SLN1 1L * donb t0�001 to301 STO Oral � ,O"1s s�532cs s3�21p2S�`A� 1.Si� sD $1 %1,31009}aP •jo ssA tooovi s1 0A QBnJ� u �ot�osstls0 OQ0� vot�Oat o10°s• s"ito X10'"�a,+'o•' r• iii p 1D • sess dOt�O 9six M►ts "►p sst� o?Rt ►„o ,N a,, ^ sPu1 '�Zq£Z• 4pJ •2L'9 .1a1s'A s si sig Bioh " x°11 ,05 �rM ss;�sia•'i" s`' r` •6L£''+spul e� 9y� 1 S0 •u1i1,1� •ytda Pus '�; �O,r�1�ts�t.�sii "����0°1 �° °�►^'s��1M aQd �1oa t°Q 0 at ,0�►aago�,,�'"`•��"t'°`'"s't��► " 21 40 is sslr°1cM1 0 0 los al, soca r'"°ps" s�1s'° bdpol5 t is�, tt1 sem' 01 1pK y dad y��r i\ Atppl C 1p0' a r° 600 11,.MU• �•1 1d1 Z163S p�6 �o stpIL' ° � " ro oN1"oa���"►s"L 0 " 0s to 0% ds e�N 1 1• os++1j° a+I'l.,0 a _o,adb -60 3tii09 ..� i t1at 'o"a'�`•1ty ossa""° 1ssa e • A TRUSS SPECIFICATIONS FOR CENTEX 3705 B & D The numbers listed below are a list of truss specifications for the project named above. These specifications are attached herewith and have been prepared under the responsible charge of the Professional Engineer whose seal is affixed on this index sheet in accordance with Florida Statute Chapter 471 and Rules of the Florida Department of Professional Regulation Chapter 211-1-23. DRAWING NUMBER DATE 14957 1019 REV1 5-1-1993 14957 2019 REV1 5-1-1993 14957 3of19 REV1 5-1-1993 14957 4019 REV1 5-1-1993 14957 5of19 REV1 5-1-1993 14957 6of19 REV1 5-1-1993 14957 7019 REV1 5-1-1993 14957 8019 REV1 5-1-1993 14957 9019 REV1 5-1-1993 14957 10019 REV1 5-1-1993 14957 11019 REV1 5-1-1993 14957 12019 REV1 5-1-1993 14957 13019 REV1 5-1-1993 14957 14019 REV1 5-1-1993 14957 15019 REV1 5-1-1993 `���ti�111Ii111lit/1ll/� 14957 16019 REV1 5-1-1993 14957 17019 REV1 5-1-1993 ��`'� •' '(�� ' 14957 18of19 REV1 5-1-1993 14957 19019 REV1 5-1-1993 / �e TEX 3705 D' z,-.7 PF II F '-f I TE Tl�-111 1 IT PC I T-91 I T I I 11Y)t'`;I 13! 111 UI-:'.A IES LI T C P 41 P 111 14E 11,0 F I I I I L" 51 1"E I-;q L, K' 1111A I'll 11,1 In' 151 I'll 111�1 4[)I� 3,11 I, :'�L'; AH1 N C�i, 1 0 FIT- FS ILL "L Lif "St" 1, I.11 VM1 14111HI�'I"'A"ED 1f' . I, .A'! DHACIUS 5116 EPE�T)01* ,I PPEIII III[ BRAC AIIO E-11�IT I-,I F IS E A B 0 1 1 11:11LI11111"I "I �` I" ":H":' I"�; ')H - ME -E L L 1101to 10�E USL It 5) THIS DESIGN CUTWORMS T�: C-JRREISY &-I F ICA- 4 7) �_2� AL E LATEST EDI.TEID;�A�T 11 L 0 APP FkU�AL NUMBERS. 'j8C 23,A2, F111 ICE 201A. SBC� 11. ALL CCMPR 551 GN CHCRO ME 14HE AS ASSUMED 10 BE CONI II TJD FOP CE TIDIJ CESI�rl ST-1NC-'P()S PUBLISHED BI T E I TPI OESI�11 SF - SOCA FILE 06-12 BRACED Bf El T H IT TRUSSES AUG O-EST PRODUCTS ASSCCIATI(Itl 25 1. - 5 EP 3/8' MI'JA PLVWCOD SHEATHIN5, 1/2' OILS FDA METAL PLATE COHNECTED HMO 21 THIS DESIGN IS BASED 011 CLARV C�IINECTOA PLATES OPILV III THIS TRUSS HAS BEEN DESIGIIED'FOR THE LGAOtII SHDWtI N111.1 DP?WALL UP BPACIHG MEMBERS SPACED AT 16' a C. QUAL I I?e ST A I JDATICS FDR TRUSSES. 3 VI it�E CIDP IPLATES i SIZES ZE S A APE CAL BLA SEG ON AY I AL FORCES Ot A-1 011 1 IS I D.AW I I 1 4. I I 15 T ALL At I�11 AtID USE SHALL CU11-14 04111, U14LESS,IIOTEO OT"EPWISE, 16! 110 MEMB P OF THE TRUSS MAI BE C"T 00 MODIFIED III AN, W- 4 -0:A E C 71cTFA LEE (].JT SLOTS; WITH 11 . GES,rl, ip� E'q INDICA IFS BEAnTIM,I OCAT17,11 4 71 SPECIAL HAFIDLI110 CAPE SHOULD 81 TAKEII CUPP* IID - n " 0 " A S' H E_' BI LEFIGT� fALC,,5 GLI:il, AHO THE PIE IAT 0 -F THE 9 NITS DESIfirl 17 APPLICABLE TO Sffl)PTET' iwj�,Srl� 'IF EPECTION OF TRUSSES F I I FOP PECFMMEIIOATIOIIS .tIF I GI)PATION AIJO LOADIIIG SPECIFIED B,I FABPICAT[iP -REPETITIVE 14EMBEP STRESSES 1IOT USED. -ADDIT I ONAL PLATING FOR HAFOLING TRUSSES 15 RESPOFISIBILIT( OF FABRICATOR. 4-0-0 4-0-0 MaX Height 3-4-3 74 PLIE 4J-O J48# 12 D y 12 422# 13 7# 137# 37# 313# 37# 5420 542# [3.5)21% [3.5321% L-i U 20 PLIE AA-0 239# X X CU N Forces(L-P) 4-0-0 4-0-0 BUILDING TYPE: Enclosed Residential CODE: standard Building Code (SBCCI 1991) WIND SPEED: 110 mph MEAN ROOF HEIGHT: 131 TRUSS LOCATION: (Se) area UPLIFT CONNECTION REQUIRED: IZ 04- # AT EACH SUPPORT. NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW SEE NOTES 10 AND 11 ABOVE FOR BRACING REQUIREMENTS. No trusses: I Truss designed to support 4-0-0 jack system with Outrigger Maximum deflection occurred at bottom joint #2. Maximum Live Load Deflection of 0" (0/16), Index-.026, (L/13714) Maximum Total Load Deflection of 0' (0/15). Index-.028, (L/0) �>REV 5-1-93 (WIND) 1,,r CLARY DIVISION PLATE TYPE: D.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 8'0" STH-4 T-1 ALPINE ENGINEERED PRODUCTS Inc V2000 2-0-0 LL Tc30 2X4 #2 N SIP ENG. FOR: TRUE TRUSS INC - SDS JBOJ S. GSW PKWY, 7.0 BC LUMBER PROJECT: CENTEX 3705 B DATE: I Feb 1993 GRAND PRAIRIE, TX 75051 OL TC 7 2X4 #2 N SP OF (214) 660-3940 -PUKTE-IXIE�U-TKC--FDW-STL LL BC 0 WEBS LAYOUT TO: 1 1 152 OL BIC 10 2X4 #3 SP ADDRESS: SCALE: MEMBER TRUSS PLATE INSTITUTE 33.33 TOTAL 47EXCEPT AS MAY BE NOTED 1/2 L. GE � :'_ FE i I F •'E CI 1..�- I"I'I J -'I`l.` "F'_IE), 'i:lE' 5 :.1_L E'T11.51_I.I f.i; `:•�+.E!PI':4t1 1111 1'1 AI.!. 'f II':1'I. r.1411H1. ML LE P� ,....i'.SMC L' 10 PE�C III IIl110'.!iL' 1 J' � VII11'..I E'. IAIENAL [ _Illr, F PE.r.. _ cIE_:ES A D IHk MAYI',I+HDI51JrE CJU TFH t. 9r� 5,.=' inti TuE J.J IIIt Dne[Ff Ei. E Ii.fEu 3 R :u lll! c�L.X J:1D Si! Ri N11l.�. _I.._ / E 1/? 11' IIJSIALLATI:.I1 MIT.FP[;ll:'.0:iF 114E TP J;5, 1E. rl Sre'Ja At L3 JWABLE STPFSS ..Lt1ES. ALL :ALUES USED B I.P''H�'aG SPL I':ES APE I+UI PE �'!14E I1[iEG TO �_.._r..,aP IHIu; GH.W:.LL JP BPA Illy:MEMBERS SPACED IC v c IMA/�. TEIAPC.PAP. ED-r111G SIC+.1L C• f; BE ❑UtE III AC.;.PC AIi_ECHJ.n FpR DESI+rI ARE BASED Or! THE LATEST EOIL1011 ;:F THE IIA- GI PE'�TL' 4BG/E R BOTTGM =HOPC•SPLICE. _9IL ES5 It]TED Di nE HHI`E. =UPREHi IPI BP ACI11G MID ERECTION P-IBL 1 pil'�'l.` Ilo11Al GES1;11 STANDARDS PJBLISIFD B+ THE NATID11AL 1 -:-R000 APPMOVAL 11'JMBERS _BC 23,12. FHJ. TCB 2011, SBC^_ 11! ALL C',MPPF551''IJ Cr4.iRD MEMBERS ASSUMED TO BE CONTIIAJO'JSI_Jf5i THIS DESIGN CONFDRMS TO C'JPPEH7 TPI DESISN SPECIFIC4- � F OPESI PrOGUCTS A5SOCIATIOrI. 7251. SOCA FILE 06-125 BNACED B+EITHER 3/8' MIM.! PLIWvCiO SHEATHING, 1/2' 110115 FOR METAL PLATE CO!'TIECTED WOOD TMUSSES AIIG 21 THIS DESIGII IS BASED Ort LL pRi CGU11E.7 DR nL ATES 011!L r. PI iH 15 TP'Ji5 HA5 BEETI GE51 GIiE0 FOP THE LO4DIlIG SHOH11 44111.1 OP!X AIL OP BRACIIIG MEMBERS SPACED AT ffi' a.c. DURLITJ STUJDpRDS FDA TMUSSES. 7' C01111ECTD PLATES SIZES RPE BASED 011 A/IAL FORCES OIIL 1. ON THIS DPAXITJG. IIISTALLATf GII MID USF. SHALL CA,,OTTM 14 X). LIIJLESS IIOIED OTHERWISE. 4'16) 110 ME14BEP OF THE TRUSS 14A/ BE CUT OR MOGIFTEU !11 AtJJ WA, A pD n1E LTGR PL RIE SIZES APE CALLED OJT WIG TH fALPGSS SLOT! WITH THIS DESIri1J 121 ® IIIOI_AIES BEARI115 LOCATIDl f7! SPECIAL HAIJDLIDG CARE SHOULD BE ipWE11 GVPIHv <HIr1[n6 aUO B�LEN,TH IALOtJG SLITS! AND TIE DRIEIITATION GF THE 9 THIS DEST GII IS APPLICABLE TO SHOFTER 51111 TP'.15SES OF EPEC T IOM OF TP'JSSES SEE HIB-91 FOP PE C!'.HMEI:O 1170115 412E CALL OUT IS THE DI PEC71 Gra GF 71E PLATE LENGTH IDENTICAL LOADIIIG ANG CONFIG'JPATIGII -- -C OIIF IGURpTiOtl AHG LOAD IIIG SPECIFIED BY FABRIOATUP PEPET IIIVE 14EMBEP STRESSES IIOT USED. -ADDITIONAL PLATING FDR HANDLING TRUSSES I5 PE5POIISIBILITI OF FABPICATGR. 5-0-0 1 Max Height 2-10-3 74 PLF m X N 12 1630 ILI 6 1630 m 1 0 Tv 90_ 9IT- 1069# 10690 (3.51 30% (3.51 30% 410 PLF 11 m 11 II .9 9 m Farces(L-P) BUILDING TYPE: Enclosed Residential CODE: Standard Building Code (SBCCI 1991) 5-0-0 WIND SPEED: 110 mph MEAN ROOF HEIGHT: 13' TRUSS LOCATION: (Se) area p 5-0-0 i UPLIFT CONNECTION REQUIRED: 5 # AT EACH SUPPORT. NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW SEE NOTES 10 AND 11 ABOVE FOR BRACING REQUIREMENTS. No trusses: 1 Special Loading: Refer to Loading Diagram Mid panel point deflection .1387 11-REV 5-1-93 (WIND) CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 5'0" MONO GIRD T-2 ��9• ALPINE ENGINEERED Pg000C7S Inc V� LL TC 000 2-0-0 2X4 i2 N SP ENG. FOR: TRUE TRUSS INC - SDS yy 1801 S. GSW PKWY. 30 BC LUMBER PROJECT: CENTEX 3705 B DATE: 1 Feb 1993 GRAND PRAIRIE. TX 75051 7.0 OL TC 7 2X6 #1 DS SP �OFI� (214) 660-3940 L G L LL BC 0 WEBS LAYOUT ID: ^ 48 33.33 DL BC 10 2X4 +3 SP ADDRESS: SCALE: 1v MEMBER TRUSS PLATE INSTITUTE TOTAL 47 EXCEPT AS MAY BE NOTEO 3/4 I', HEHIIE11 �11 511 ATIC,EPE�_IIC;J,0, THE IP I', #4 1.131 JP C tIlEIII, J� S�,­ -41 1 J_ JSS. -N A! 1 ­[- ,!, ,"I, ''.4"Fi1 ­H11i 111Al L IL I I:,I I I I I lI 10 1 1"S A I LV ID P L 111 11 IIJO.I'�L I 13' , e--Il E S, --110 1 x I_'1 4 J]Illi P-ACEr U, C 11,EO 3/8 1111 HPL�HDDO S.E.IHIIII.C112"Ax JAI T -0 _�C'ITT I) 'N P -C SPACED CED 1, N E—C—P, 5PAClr.G SH�JLO BE DONE 11, 1E .11,-, IS -F LJ­S�E S FESS iALIJES, ALL /ALLIES USE0 5, T'P C- SPLICES '�PE 11OT PE�:�_-,IANEIIDEF TO 1IGI IL D BPA E FOP CESID11 _'FE BASE I TIE LATEST EDITION C� T E IIA- DIPECTIL, ABOVE B TT314 CHORD SPLICE. UNLESS NOTED OTHERWISE _UPREIIT TPI BRAC114Q AIC ERECTION P'J8LJCATIIIS. D 0' L 0 4P 0 -J E P DESII SPECIFIC- ,B 2:3 1 'JUEr UOUSL 1151 THIS DESIGtl CDlIFOPM5 To , FIR NT 1 1 ;ID-L OE51--44 ST-111CARDS "JB ISIED BI TIIE IIATI IIAL 71 V-2`110 PROVAL til-111FIERS C 42. FMA ICS?OiA, STICC. 11) ALL CDIAP FS5 ON C-OA� EMBERS ASSUME, TO BE COUTIN S O.E5T rPODUCTS ASSFCIATI OTT 725 - FILE 06-12 SPACED ED EIV EITHEP 1/8" !MIN.) OLIWG(�D SHEATHING. 1/2* T Ir 115 FOR METAL PLATE CONNECTED WOOD MUSSES AND I. 80�A 2) 7.75 .T; OES1rt4 15 BASED 011 LLAPO CONNECTOR PLATES F, 71,15 TRUSS H A 5 BEEN DESIGHE%F 0'APG ESLOADVI 5HOW11 U4111.) DPIWALL UP BPACIFIG MEMBERS SPACED AT 16 1 C. OU4LI1 I ST 410A2DS 20 TPUSSES. 31 PLATES AIIAL POFICESSONI-l' 01 THIS DRAW1113, ItISTALLATI N A I)VSE SHALL LL CC11FO-14 FMA IT. UNLESS NOTED OTHERWISE. T 0" 1 16� 110 ME14SEA OF THE P`JSS MAO BE CUT rn 140DIFIED III H-. WILT. ;ACP, CIA HAtlDLIfI3 CAPE SHOULD BE TA-Ell rUPIN3 SHIPP1113 MID E SIZES PIE T ,5 5 0 THIS 121 1110]�ATES BEAP1113 LOCATI011 7) SPE• -TIL -JSSES EC _0 GL A LLEC,OJT H OT WITH DESI��:4 IFI111ITITION IF T"I 11AIl TP9111S OF -E. GN OF TP SEE HIB 91 FOR RECS14MEFJDAYIDIIS 01 LENS (ILIIIIG IL'5'S• '"0 T" 'P'L""E S T EF 9 THIS CS'��" 'r OF T.,PLATE 'E"S'. �ClllITIAL L1,I)ING AllG CL1Il`1F'�D'1R"1T)P1T`�' : CC`llF IGURAT trill AND LOADIIIG SPECIFIED BV FABRICATOR REPETITIVE 14EMSEP STRESSES IJOT USED. -ADDITIONAL PLATIllG FOR HArIOLING TRUSSES 15 RESPDfJSIBILITf OF FABRICATOR. -THIS TRUSS IS DESIG',ED OtILV FOR THE LOADS SHOMI. PROVISIDII FOR THE PPE'OEIITIDtl OF POf IDIIIG MUST BE MADE 4140 IS NOT THE RESPONSIBILITY OF THE TRUSS FABRICATOR OR CLARY. 5-0-0 2-9-0 5-5-0 2-9-0 5-0-0 74 PLIF RUN 02 02 RUN 1-1-7 1-1-7 5J-0 Max Height 2-10-3 920 92# 368# 3050 305# 3680 12 12 1, 3x4 3x44 47# 71 1 401# 710f 47# 1805# 1805# 4x4 4x4 [3.5]52% [3.5152% 3X9 BX6 3X8 20 PLF 5-0-0 5-6-0 5-6-0 5-0-0 5A#2A# 1-0-0 1-0-0 21-0-0 Farcelll.-R) BUILDING TYPE: Enclosed Residential CODE: Standard Building Code (SBCCI 1991) WIND SPEED: 110 q* MEAN ROOF HEIGHT: 131 TRUSS LOCATION: (Se) area UPLIFT CONNECTION REQUIRED: �-0-/ # AT EACH SUPPORT. NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW SEE NOTES 10 AND 11 ABOVE FOR BRACING REQUIREMENTS. No trusses: I Special Loading; Refer to Loading Diagram Maximum deflection occurred at bottom joint #3. Maximum Live Load Deflection of .152" (2/16), Index-.218, (L/1658) Maximum Total Load Deflection of .239" (4115). Index-.228, (L/1054) AEV 5-1.-93 (WIND)&F CLARY DIVISION PLATE TYPE: D.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 21'0- HG-5 T-3 ALPINE ENGINEERED PRODUCTS Inc V LL TC 30 ENG. FOR: TRUE TRUSS INC SOS JBOJ S. GSW PKWY. _j2000 2-0-0 2X4 #2 Ds SP 7.0 BC LUMBER PROJECT: CENTEX 3705 B DATE: I Feb 1993 GRAND PRAIRIE, TX 75051 DL TC 7 2X6 #1 Ds SP LAYOUT ID: (214) 660-3940 PLATE AREA: xrNLL BC 0 WEBS 358 OL BC to 2X4 #3 SP ADDRESS: SCALE: MEMBER TRUSS PLATE INSTITUTE 33.33 TOTAL 47EXCEPT AS MAY BE NOTED 3/15 •illi J - DES. E'_i Cr. al-=TES ELI- t P.F I'I. .L_CJ `J IVI F.iRI..:.!I • U11 I'i: ALL IEl15 1 Ctl 1•E !F ASS..ILJ- IU PEICIIIJIt1NJ.5LI -- t3! I IIIDIZATE5 LITERAL B I .. 'E FE 'I E=7F5. r :3X I• •� 1,51_TJRE f''tITE ll S__H TLA* i IE J3111T GRACED D+EIIIIEP 3/fl IAIti FLIWJ00 SI+I 1/2' JAI ItSl-'LLATi511 PIG EREC7ICII Sr THE -J. IS 3F n1..�F18-LL wAPLE STPESS /—JES -LL :ALES J<EO f T CHIRC SPL11'ES APE IIG1 REr 514FIEILE( TG I III IHIN� D—W.1- a1 6PAr IIII HEHHEFG SPACED 1G' 0 C IW]/! TEMPCRAPI BPACIIJS 5HG'JLD BE 0011E I AC FG-1_F FOF OE`_I 311 IPE B-SED 01+ TIE LATEST EDITIwN GF THE IIA- GIPECTL• ABO1E A BOT TGN _npPfl SPLI'E. UNLESS 119TED r,TnE PW15E CURREIaI TPI BRA^_ING A110 ERE=iIGN r•_BL IC-11' S. T IO'I0 GE51311 Sr-•1r.A FDS P•JBLISnED B• THE 11471011-L �I !-e_OG APPP7:AL II'JMBEPS: 'JBC 2342. FHA 1-6 2014. SBCC 11t ALL C✓HPRESSICII CHCRD PE14BER5 ASS'J14ED T7 BE l'C.I1T 1111JD'JSL H57 THIS GESIGrI COI6OPA15 IS CJRPE IIT TPI DE 515" SPE FOPEST PRODUCTS ASSSC IAT IOrI 7251. BOCA FILE 86-125 BRACED B,EITHER a/8" 44111.; FLIWOCO SuEATH1r1G. 1/2' TIDHS FOP METAL PLATE CCHNEC7EG WOOD TRUSSES AI_ 21 THTS DESIG! IS Bt5E0 OII ,:LtPi C!,IIIIE•_TDP PLATES G11L+ 8) THI5 TP'JSS HtS BEE11 GESIGIIED PC% THE LGAG IIIG SHOW" MIN.) OPIWALL OP 8PACiUG uEfeE-S SPACED AT 16' o.c. OVALIT+ STAIIOAPGS FOP TRUSSES. 3! COIiNE[TGP PLATES SIZES tPE BASED Oil 4114L FORCES O11L1. Oil THIS DRAWING. IIISTALLATIC.11 AHO USE SHALL CCAIFOPu R1A Y!, IR IL ESS uOiEO OiHEPWISE. }6! IID NEHBEP OF THE ID'J55 HAS BE CVT CR 11-3011TED 7. +! COIniECTGR PLATE SIZES APE C]LLEO O'J7 WIDTH 11CP.C.55 SLOTS` WITH 7HIS DES[+1 12'r 6a IIIDICAIES BEAPM*LO:ATI'l x`17! SPECIAL HAHDLIUB CAPE SHOULD BE TAKEU CLIP1113 511-11) eIID B• LE11';in IAL 0115 54-.T S' APG THE OPI E11TA T70H CF THE 91 THIS DEST 11 IS APPLICABLE TO 9110PTFP S/'A11 TP'.IS SES DF �7 EPECTIGII OF TRUSSES SEE HTB-91 FOP R_CCMIIENOAT 1011S I2L-c&-t—V-0_IS�rr IPCCI1GT GF TnC__&A F_L1IIr M. I[DNTICjtl_SD(.o/1G plc co(IF 75'.lt IL_ -- -COI1F[GURATILII AIJG LDAGIHG SPECIE LEO 8/ FABRICATOR -PEPET I TIVE MEMBEP STPESSES IIOT USED. ADDITIONAL PLATING FOR HANDLING TPUSSES IS PESPOIISIBILITY OF FABRICATGR. -THIS TRU75 15 DESIGNED OIILI FOP THE LOADS SHOW1I. PPO'IISIOU FOR THE PREVE14TI011 OF POHOVIG MAST BE MADE AND IS NOT THE PESPOHSIBILIT/ OF THE TPUSS FABPICATOP OR CLARY. RUN � 3-7-8 I 3-4-8 F 3-6-0 3-6-0 + 3-4-8 3-7-8 RUN 74 PLF 1-1-7 1-1-7 Max Height 3-10-3 12 6 254# 2598 254/ y y y 6 � 3x4 D�� 24�i' 2481' 2 123# 1231 m +3 2+9 �y 'y 1 0 66# 1380 13B# 561 m T. T / m 960# 9600 v 1 1 a 13.51 3BX 13.51 513aX 3x4 3xB 3x8 3x4 3x5 20 PLf 7-0-0 7-0-0 7-0-0 1-0-0 1-0-0 21-0-0 Forcas(L-R) D> BUILDING TYPE: Enclosed Residential CODE: Standard Building Code (SBCCI 1991) WIND SPEED: 110 mph MEAN ROOF HEIGHT: 13' TRUSS LOCATION: (Se) area UPLIFT CONNECTION REQUIRED:_ # AT EACH SUPPORT. NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW SEE NOTES 10 AND 11 ABOVE FOR BRACING REQUIREMENTS. No trusses: 1 Maximum deflection occurred at bottom joint #2. Maximum Live Load Deflection of .073' (1/15). Index-.104, (L/3452) Maximum Total Load Deflection of .114' (2/16), Index-.109, (L/2211) REV 5-1-93 (WIND) /-L-r L-1 CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 21*0' H-7 T-4 W ALPINE ENGINEERED PRODUCTS Inc V_2000 2-0-0 LLTC 30 2X4 #2 N SP ENG. FOR: TRUE TRUSS INC - SOS 1801 S. GSW PKWY, BC LUMBER PROJECT: CENTEX 3705 8 DATE: 1 Feb 1993 GRAND PRAIRIE. TX 75051 7'0 OL TC 7 2X4 #2 N SP LAYOUT I0: Oq (214) 660-3940 L L LL BC 0 WEBS 286 OL BC to 2X4 #3 SP ADDRESS: SCALE: MEMBER TRUSS PLATE INSTITUTE -- 33.33 TOTAL 47 — _ ED 3/15 EXCEPT AS MAY BE NOT c0 M]Hl -UFS. 5 D.IIE:TOn aL<TES '-1-1 BE PISI;.I LED E E1-1-,',LL. I ,crR _ _ PE t ESS-ELI �4 = 'iA . ' ()(i 10: ALL. IEIIS I'JII 'HOup MEI BEP SS'.!taEG i0 BEICJHT IIIUO.`d.' f3! 7' IIIDIC TAH LATERAL B ItH E DES E .EH SFE-JES. AIdG IP% MA/InJtA 1431 STUPE CJIIIEI1T. 0P S.I:H THAT THE JOI111 c BRACED B' EITHER 3/B �.MIII FLINOOD SHEATHIN c1/?" 141 IHSTALLATICN AUC EG ,TION �F THE iGJ�s, TE- IEHi :IID +nEl 11_1_IHABLE SiPE1%T4L'JE S. ALL ,ALUES USED 5: 70P InCFG SPLICES ARE HOT PECIMHEHDEE TO -._.JP MI11! DH'WALL OR BRACING MEMBERS SPACED 1C' o. (MAY' TEMPCPAP1 BPALItI5 SHG'JLG BE DONE III ACC -'-E WITH F"P DESI IfI APE BASED OH THE LATEST EDI T 10 IF THE IIA- OTPECTL' ABD:E A SDTT3M CnOPC.SPLICE. U711.ESS 119 TED'i i nE PWISE. ^_'-IPPEiIT TPI BPA^_ItIG AHG EPE CTIGrI P'JBDESIS CSP TI OHAL CESISN ST AIICAPD5 HE B• THE HATIOHAL 71 J-2000 APP POJAL H'_'MBERS: 'JBC 2342. FMA TCB 2')14. SBCC 11:• ALL CGUPPESSION CHORD MEMBERS ASSUMED TO BE COIITIHLIO'JSL(151 THIS CE%GH COLIFORMS T7 C'JPPEHT TPT DE SI 5IJ SPECIF3"A- FOPEST PSDG'JC TS A55OIIAT IOH 7251, BOCA FILE BB-125 BRACED B-i EITHER ?/B'• 11.NII.:• PL+NOGD SHEATHIIIG 1/2' 11111+3 FCR METAL PLATE CONNECTED WOOD TPL'SSFS A'IC 21 THIS.DESIGN IS OA5ED DH CLARi COHN CIO- PLATES GHL1 BI THIS TR'JS5 HAS BEEN GESIGHED FOP THE LOADING SHOWN :14111.1 0P'NALL OR BRACING 14EMBEAS SPACED AT 16' o c. ODA STANDARDS EDR TRUSSES. 3! CDHNECTGP PLATES 51ZES ARE BA AS 0r1 A7]AL FORCES DHL', 0H THIS DPAWI11G. IIISTALLATIOH AHG USE SMALL Cl1FGRU 1MA/!, UTILE SS❑OLEO OTHERWISE. 116! 110 MEMBER DF THE TRUSS MAT BE CUT DR uOC.IF IED 111 aN� H='. A! COI n1E CiGR PLATE S1 ZES APE CAL LEG 0'Ji WI GTH fACP055 SL Oi Si WITH THIS GESI+I1 f2': ® IIIOICA TES BEAD 1113 LDCATI0II. f7! SPECIAL HANDL It13 CARE SHOULD BE TAKEN GLIB ItJj SHT PPIHD ALIO a' LEIIGTH *Lr,,,, SLITS: INC, THE JP IENTATION OF THE 9! THIS DE SIGH IS APPLICABLE TO SHORTER SPAR TR'.ISSES OF ERE-i]Gtl OF TRUSSES SEE HIB-9f FOP PECCMMENCIATIONS S C 7JT H D P CT CII OF TH P T I1GTH G r1T C O D t1G AttO CDNF G'JP TION. -CGIIF IGURATICi! AIdG LOAGIIIG SPECIFIED BV FABRICATOR -REPETITIVE MEMBER STRESSES HOT 'USED. -AGDITIOtJAL PLATING FOR HAHGLING TRUSSES IS PESPOtISIBILITe OF FABRICATCP. -THIS TRUSS I5 DESIGNED GrIL,( FOR THE LOADS SHOWI. PPO'JISIDII FOR THE PREVENTION OF PONDING MUST BE MADE AND IS NOT THE PESPOrISIBILTir OF THE TRUSS FABRICATOR OR CLAP/. RUN 4-7-8 4-4-8 3-0-0 4-4-8 4-7-8 RUN 1-1-7 1-1-7 74 PLF Max He19ht 4-SO-3 12 Q 6 2730 273# 12 {S D SXS 322# 3220 2+3 \\\\ t6O# 1600 I I 85# 1190 119# 660 9600 9600 1 m [3.51313% L3.5)38% mi v e 3xd 3x4 3x8 3x4 20 PLF 3x5 9-0-0 3-0-0 9-0-0 1-0-0 1-0-0 ForceB+L-P) 21-0-0 D BUILDING TYPE: Enclosed Residential CODE: Standard Building Code (SBCCI 1991) WIND-SPEED: 110 mph MEAN ROOF HEIGHT: 13' TRUSS LOCATION: (Se) area UPLIFT CONNECTION REQUIRED: &07 # AT EACH SUPPORT. NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW SEE NOTES 10 AND 11 ABOVE FOR BRACING REQUIREMENTS. No trusses: 1 Maximum deflection occurred at bottom joint #2. Maximum Live Load Deflection of .069" (1/16), Index-.098, (L/3552) Maximum Total Load Deflection of .108' (2/15), Index-.103, (L/2333) REV 5-1-93 (WIND) r, CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 21'0" H-9 T-5 ( Q ALPINE ENGINEERED PRODUCTS Inc V LL TC 30 r4 2X4 #2 N SP ENG. FOR: TRUE TRUSS INC - SDS Irl 1801 S. GSW PKWY. 2000 2-0-0 BC LUMBER PROJECT: CENTEX 3705 B DATE: 1 Feb 1993 / GRAND PRAIRIE. Tx 75051 7.0 OL TC 7 2X4 #2 N SP LAYOUT I0: / OF I (214) 660-3940 L N . L LL SC 0 WEBS VJ 238 DL BC 10 2X4 #3 SP ADDRESS: SCALE: ff/l+lr" MEMBER TRUSS PLATE INSTITUTE 33.33 TOTAL 47 3/16 - _ EXCEPT AS MAY @E NOTED_ ��� iL IF IFS cu BE Ir,I.I LEG _. . t� IFtl31 I 1 t uE PF r-1 ILL..Io HE L III uJ. net_AIES 1Ai LP AI P �INl EInPEr• .rEC IF ll. - Jl�i r LJ Frl' In _ L ! E ':!Ir.t c_cGG F E11 If[ 3!fl A.N G'L'N7OD SI+EA HII.�. I""2'1' ta' Irl!f<t LAtl311 AIIG EHE"TI..0 1� i J��• ['E Ic :f I:v' 'N .L;,`• —'L-Il ALL ...L.I'Cr IGE:1 G i I' �r1'-T'G `ir L1-E_S -FIE I:1i1 PE':�I+reEn GE(' _....c ct17 tl� GR.WALL �P HP",'1 f1�MEHAEPS S—EO :. G c IH t/' TEI-C—P• e-cm-, SHCJLG EE DG�rE i -,PG .E rW:in•� FSP Cc 1:I Alr ii EOItIJN J tr'E IIL- GI PE_il' tA'J:£ A BG{T SII .n GPC EPLiJE '!r lLE S IIJ IED i{nE RN I':E C'_IF PEIIT TPI BPtC(I1G AIG EPE_11;,11 P ALI-"'i iNE TIGN"L CESIG4' ST"t I(ARpS r'JBI.ID IED 9� InE 1IGi10N AL r /-2''i r. APpPJ:tL nUraBE PS' ,'eC 2312. Fn; TCB 2011. SES_^_ II ALL It)PRESSIC•N LnOPG HEI+PEPS AS 6'JMEO TO BE UDnt 11{JO'JSL+15r inlS GESTGiI COIIF DPII6 Ti ='JPPEr1T 7PI OESI,II SrE IFI_A- FORE 51 .,,J 1, 555vCIAi I(tN. 7251, BD_A VILEe6-125 BPAf.EO Be EITHER ?/e" 'I{Ill.! FL rN iGO SHEATHING i/2' TIONS FOR METAL PLATE CODUE=TEG NUDD TPUSSES <nG 21 THIS OESIGII 15 BASED OFF i.LAR1 CD' PLATES GIIL1. BI THIS TP'JSS HAS BEEN DESIGNED FOP TIIE LGADPIG SHOWN 14111.1 O—WALL OP BPACIHG MEMBERS SPACED AT 16' o.^-. UJ-LIT, STAIIDAnDS FOR TPUSSES. 3! CONNECTOP nL;TES 512E5 APE BA SEG OU Af IAL FOP CES OIL�. 011 THIS OPAMIUU. 11ISTALLATIOII AUG USE SHILL EC{-IFDPI4 'MA/!, UNLESS VOTED OTHEPWISE. .516! 110 MEMBER OF THE TPJSS MA' BE CUT On MGG IF IED TU AN. Wt.. 1� CONII£CTGA PLATE 512ES APE CALLED OJT W1 UT H iACP(',SS SLOTS; WITH THIS DES13N 12! tq INDICATES BEAP 1113 LOCATION. 171 SPECIAL HANDLING CARE SHOULD BE TAKEII GLm 1110 SHIPP1113 "110 Be LEIIGTn IALOIir. 'LOTS- ANG THE JPIENTATION GF THE . TN1S GESTril 15 APPLICABLE(!'ABLE lU Sn OUIEP SPAN TPUSSES OF Gw EPECTIGtI OF TPUSSES SEE MIB-9f FOP PE'!:raHElIC1<LIOUS �1j[_Cj.E�O'Jl IS lr_+�DI SLC 1'N OF THE PLATTE Lf NGTH IC-EtITICAL LOAD I!G IID COIIFIG,JP_ATIDII. __-_ -CGNFIGURATIOII AIJG LOADING SPECIFIED 8✓ FABRICAiGP -P£PEi111VE 12'EMBE St F+F 65E5 NOT USED. -ADOITIGTIAL ELATING FOR HANDLING (PUSSES IS PESPONSIBILIT/ OF FABPICATOP. RUN 5-5-6 5-0-10 5-0-10 5-5-6 RUN 1-1-7 1-1-7 74 PLF Max Height 5-7-3 12 Q 6 374/ 5x5 y 12 370# 378M 6 y L91# 1910 m y y I r N 101# 207# 1010 T r 960# 960# [3.5)30% [3.5)38% rn I e v 5x6 3x4 3x4 20 PLF 10-6-0 10-6-0 FOrceS(L-R) 1-0-0 21-0-0 1-0-0 D BUILDING TYPE: Enclosed Residential CODE: Standard Building Code (SBCCI 1991) WIND SPEED: 110 no MEAN ROOF HEIGHT: 13' TRUSS LOCATION: (Se) area UPLIFT CONNECTION REQUIRED: 60 ] # AT EACH SUPPORT. NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW SEE NOTES 10 AND 11 ABOVE FOR BRACING REQUIREMENTS. No trusses: i Maximum deflection occurred at bottom joint #2. Maximum Live Load Deflection of .06B" (1/16), Index-.097, (L/3706) Maximum Total Load Deflection of .106" (2/16), Index-.101, (L/2377) 1>REV 5-1-93 (WIND), t-r- CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 21*0" COMMON T-6 W ALPINE ENGINEERED PRODUCTS Inc V2000 2-0-0 LL TC 30 2X4 /2 N SP ENG. FOR: TRUE TRUSS INC - SDS J 1801 S. GSW PKWY, BC LUMBER PROJECT: CENTEX 3705 B DATE: 1 Feb 1993 n DRANO PRAIRIE. TX 75051 7'0 DL TC 7 2X4 #2 N SP (214) 660-3940 L N L LL BC 0WEBS LAYOUT IO: 164 OL BC 10 2X4 03 SP ADDRESS: SCALE: MEMBER TRUSS PLATE INSTITUTE — — 33.33 TOTAL 47 _ _ 3/15 /111 EXCEPT AS MAY BE NOTED t�l I 11Jt15EP LL ES OF T� S=E C1 IEC'!Irl. J rc-DE,, DUl IECTO PL-TES SHALL BE PISTALLED 5.N ETRI�:.LL. DII 10: 'LL 1ENS1 U r�tIDUG NE BE S',NEL', IU BE'C U111U0'JSL 13! 7='" IUOT" TE- LATERAL BNACIUG EHBEa .'1, '1:I. Sc EC IFS. AI1D la%NAYI UM MJISI'JPE CONTENT,U i, DR SJ=H lHtl 4 THE JJirli BRACED B+ EITHEP 3/B" iNlll! SPL+MOOD SHEATHIt10, 112* f4! HIST ALL ATIGII AtIG EFECTTOU Oc THE Tc'JS S. PE P'H AI:Enr IS OF nl GHEa aLLJNABLE S/PE55 ''ACNE S, ALL ILUES USED 6� T..P CnC•PG SPLICES ARE I1G1 PE CG11NE11GEG TO OCCUR (MITI: OR ALL JN ON AC IIID HE NBEPS SPACED IG' D t fN AX!, 7EMPCPAP+BRACING $nGJLG BE DONE 111 ACC•_PG cIIrE Niln FOR DESIGN APE BASED ON THE LATEST EDIT IJN OF THE UA- GI PEC TL+ ABOVE A BOTTOM CHOP[] SPLICE. 'UNLESS LIOTED GTHERWISE CURPEIIT TPI SPACING A110 EME•CTION P'JBLICAT15115. IIGUAL GESI3U Sr AIIGAPDS PUBLISHED B+ THE 114YIDNAL 71 i-2C')0 APPROVAL tl'UMSEPS: 'UBC 2342. F11A T•_B 21,14. SBCC 11,' RLL COMPRESSION CHC•RG MEMBERS ASSUMED T7 BE COUT]U'JO'USL+151 THIS DESIC41 COLIFORMS TOCURRENTTPI DESIGN SPECIFICA- FOPEST PROGUCIS ASSJCIATIOU. 7251. BOCA FILE 86-125 BRACED B'+EITHER 3/8" MIII. FL VWGCO SHE 4 TH INC. 1/2' IT ON FDP METAL PLATE CDr91ECTEG WOOD TPUSSES AUD 21 TH15 DESIC44 IS BASED ON CLAP' CnUPECTOP PLATES O11L+. e1 THIS TRUSS HA5 BEEN DESIGUED FOP THE LOADING SHDWU LINA DP'WALL OP BPACHIG MEMBERS SPACED AT 16' 0 C. OUALIT'+ STANOAPDS FOR TPUSSES. 3! COIN IEC TOP PLATES SIZES ARE BASED ON AXIAL FORCES ONL+. ON THIS DPAWING, 111STALLATION AUG USE SHILL CC41FGP1 NAY!. L94LESS NOTED OTHEPWISE. J,16! 110 UENSEP OF THE TP'JSS I4A' BE CUT GR MODIFIED 111 AII' MA' 4! r TVUECTGP PLATE SIZES APE CALLEG OUT WIDTH tACPGSS SLDTS! WITH THIS DES I041 f2! ® IIIDICATES BEAR IND LOCATION. 17! SPECIAL HANDL111.3 CAPE SHOULD BE TAKEN GUPING SHIPPIII-, 4U0 8+ LEIIGTH IAL pfI^_•'LOTS- AUG THE ORIENTATION OF THE Bj '"IS OESISH I5 APPLICABLE TO SHORTER SPAN TPUSSES OF ERECTION OF TPUSSES $EE nTB-9f FOR PECOHMEHpATIDr15 F CALL D'JT I$ OIPECTIGII OF THE PLATE LENGin IDENTICAL LOFD IMO At1D CONFIG'.1RAT I ON. -C011FIGURATIOt1 MID LOADIIIG SPECIFIED By FABRICATOR REPETITIVE 14EMBEP STRESSES NOT USED. -AODIT I OVAL PLATING FOR HANDLING TRUSSES IS RESPONSIBILITY OF FABRICATOR. RUN i 5-5-6 5-0-10 5-0-10 2-5-6 1-1-7 Max Height 5-7-3 74 PLF 12 6 5J1J� 374# y 12 37B# 267# y 4. B00 6 2k3 3fiq y m 191# I y f\ \ K 101# 178# 70# \ CV T T B21# 8150 II a 20 PLF 3x4 3x8 3x4 10-6-0 7-6-0 FOrc-9(L-P) 1-o-a D BUILDING TYPE: Enclosed Residential 18-0-0 CODE: Standard Building Code (SBCCI 1991) WIND SPEED: 110 mph MEAN ROOF HEIGHT: 13' TRUSS LOCATION: (Se) area UPLIFT CONNECTION REQUIRED: 53 9 # AT EACH SUPPORT. NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW SEE NOTES 10 AND 11 ABOVE FOR BRACING REQUIREMENTS. No trusses: 2 Maximum deflection occurred at bottom joint #2. Maximum Live Load Deflection of .032" (1/16), Index-.053, (L/6750) Maximum Total Load Deflection of .05" (1/16), Index-.056, (L/4320) EV 5-1-93 W CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 18'0' ST COMM T-7 {"- ALPINE ENGINEERED PRODUCTS Inc V_2000 2-0-0 LL TC 2X4 #2 N SP ENG. FOR: TRUE TRUSS INC - SDS J 1801 5. GSW PKWY. 30 8C LUMBER PROJECT: CENTEX 3705 B DATE: 1 Feb 1993 DRANO PRAIRIE, TX 75051 7'0 DL TC 7 (214) 660-3940 L A L LL EIC 0 WEBS 2X4 i12 N SP LAYOUT IO: F 175 33.33 DL BC f0 2X4 03 SP ADDRESS: SCALE MEMBER TRUSS PLATE INSTITUTE TOTAL 47 EXCEPT AS MAY BE NOTED 1/4: F•mI FI�,_:.It• 111 ---t:i: .IL IEI.-1' I .nC MFI Lf S - '.'IAF[; IU PF LII I II IUD'JSL' Il' � INDI CA 7 E` ATE"AI OR Ar 41 � .1I:+y nL<I[y t1 At l dE 1 SUd-LED , H ItIT I'[ BE" 1. yIF I1% a"DI TJ-E L::r1 Ell JP 5'..'H t ITE .I JIN7 BRACEC•6r E1 THE" 3/R :m 1111'�PL'W30D SHE ATH 1113, 1/2" 141 IIISTALLAT]DII AIIG ERECII',fI CF THE TRJ55. rEcm:•ISI a;;G I5 LF nIDnE" AI LEAH ABLE 57'ESS rAL VES, ALL :aL UES!ISE Da 6. 7,P _HCF>U SPLICES APE 11GT PE'':141AEIIGEG iG CC'--C'.1R IHIT1: DP'I"LL On SPACING HEMBEPS SPACED 1C 0 e. (MAY:. IEMPCPARI BRACING SHC+JLG BE 0011E IIT ACC_PG Af E WITH FOi:CESI G•I APE B-SED 11, "1 LATEST E0ITI311 DF THE TLA- DIPECTL'r ABOZE A BOTTOm CHDRD SPLICE, J14ESS VOTED CJHERWIsE. =UPPENT TPI BRACING AHG ERE-TIII PUBLIC_'T1,11S. Tt ON AL CES]5tl SIIIIG ARDS R_iBLISHED Br THE HATIDNAL 7I /-2COC APPRO/AL t1'JHBER5' !IRC 2342. FHA TCB 2014. SBCC tti ALL CGMPRESSICII CHORD MEMBERS ASS'UI4EO TO BE CLY1TI111JOJSLr151 THIS DESIGN COtIFOSMS /G C'JPPENT TPI OESIGN 5PECIFI`A- FOPE51 FPVI'd!C TS A55IAi 11111 '51, 80.1. FILE R6-125 drlACED B'r ETIIICR 3/0" 'M 111 RL rW3GD SHEAIHIIK;. 1/2' 71GH$ FOR METAL PLATE CGIIIIECIEG WODp TPUSSES AID 21 IH IS DESINa IS EA5ED DII ,'LAPr CGIIIIECTOn PLATES OtIL r. PI 'HIS 7R'JSS HAS BEEN DESIGNED Fran THE LGA.I IIS SHDW11 :M111,7 DR rWALL OP BPACIUG MEMBEPS SPACED AT 16' a.C. 0UALITI STAIIDARDS FGn TPUSSES. 3! :ANNEC7^.n cl aTES "12E5 APE BASEL DH AYIAL POPLES O14'. '111 THIS OPAW LIG. NIST AILATIGN AIIG USE SHALL C111`01M IMAY!, LDPP&'55 TIOTED OTHEPWI5E. .96! NO 14EIABEP GF THE TPU55 MAI BE CUT GP raGDIFIED IN AN1 HAI. G3NIEC7 nP rLAIE SIZES APE CALLED OJT WIOTH lACPG5S SLOTS WITH THIS DES"3H 122 ® 111DICATES BEAR"11O LOCAIIGII 17) SPECIAL HANOLI15 CAPE SHOULD BE TAKEN Ct'Alf6 SHIPPING -'10 B1 LEI;GTH tILON�- $LOTS Ar* Tt1E GRTEHTAT1011 OF THE 9� THIS GES ICII IS APPLICABLE TO SHORTER SPAN TRUSSES DF EPECTIDII OF TRUSSES SEE HI8-9/ FOP RECD 4EIIDATIGHS SIZE CALL G'J/ 15_(� DIPECTI0II Cif THE IE LEIIGTH IDENTICAL LOADIIIG AIIG CONFIG'JRATIGH. -CGIIFIGLIRATTCII AVID L9ADING SPECIFIED BV FABRICATOR PEPEiITIVE 14EMBEP STRESSES 140T USED. -AGDITIOTIAL PLATING FOR HANDLING TRUSSES IS PE5POt151BILITe OF FABRICATOR. -THIS TRUSS IS DESIGNED Ot4LZ FOR THE LOADS SHOWN. PROVISION FOR THE PREVENTION OF POHOING MUST BE MADE ANO IS NOT THE PESPOVISIBILITY OF THE TRUSS FABRICATOR OR CLARY. D*-FALSE BOTTOM CHORD INFORMATION FALSE BOT 10-3-8 ON LEFT. VERTICAL SPACIIIO-4-0-C'. USE MINI14'J4 OF 2x4 PLATE FOP FASTENING FALSE BOT CHOPD VEPTICALS. USE 3x4 t4It1. FOR SCARF ON FALSE BOT CHORD. TRUSS BOTTOM CHORD ABOVE FALSE BOTTOM CHORD MUST BE SPACED WITH 1,,4 CO141. LATERAL BRACIIIG AT 2' O.C. MAY. SPACNIG. 3-6-0 RUN 5-5-6 5-0-10 3-0-0 4-2-0 4-2-0 5-0-0 129 1-1-7 74 74 PLF Max Height 5-7-3 25-4-0 92# 12 Q 6 315# 12 A 2411 380# 538# 535# 5 � D S 4 6 37B# 1• y + i D9 N y 2k3 3x4 �47* 1 191# 915# 402# 340# In 1011 138# 650 T m r 2700# rn I v 1 p 2051# (3.5138% 1 4x8 x 3x6 13.5140% 3x6 a 4 01 3x5 5f6 12 20 35 20 PLF 3-6-0 10-6-0 3-0-0 4-2-0 4-2-0 5-0-0 18-t-0 25-4-0 112 12 02 1069# 220# 1-0-0 2x4 2x4 2x4 -7 30-4-0 Forces(L-R) BUILDING TYPE: Enclosed Residential CODE: Standard Building Code (SBCCI 1991) WIND SPEED: 110 mph MEAN ROOF HEIGHT: 13' TRUSS LOCATION: (Se) area UPLIFT CONNECTION REQUIRED: 1209 # AT EACH SUPPORT. NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW SEE NOTES 10 AND 11 ABOVE FOR BRACING REQUIREMENTS. No trusses: 1 Special Loading; Refer to Loading Diagram Maximum deflection occurred at bottom joint #4. 2 Members Required FASTEN TOGETHER WITH: Maximum Live Load Deflection of .295" (5/16). Index-.292. (L/1234) TOP 10d NAILS 12'O.C. Maximum Total Load Deflection of .453" (7/16), Index-.305. (L/766) BOT 10d NAILS 12'D.C. WEB 10d NAILS 12"O.C. ®REV 5-1-93 (Wiry[RSTEN AT OR NEAR ALL PANEL POINTS. NOT NAIL OR BOLT THROUGH TRUSS PLATES. CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 30'4" H-5 SPEC T-8 � ALPINE ENGINEERED PRODUCTS Inc V2000 2-0-0 LL TC 30 2X4 #2 N SP ENG. FOR: TRUE TRUSS INC - SDS 1801 S. GSW PKWY. BC LUMBER PROJECT: CENTEX 3705 8 DATE: I Feb 1993 GRAND PRAIRIE. TX 75051 7'0 OL TC 7 2X6 #1 0S SP OF LAYOUT I0: (214) 650-3940 N , L LL BC 0 WEBS 635 33.33 OL BC 10 2X4 03 SP ADDRESS: SCALE: MEMBER TRUSS PLATE INSTITUTE TOTAL 47 EXCEPT AS MAY BE NOTED 1/e V� "'PE. LL EE t5'ECIF IED"!'IT J+rn e0E 5, 5. IF:ICP PLcrES SHALL BE II151.LL_J �.u..F 1q '. SPECIES, AI IG 1-% r+AFi_,5 MCLS IJPE COU TENT On IC•:LL1 011 10�'; ALL IENS IOU CHOPG MENBE � SS�,IMEG IU BE CJIII IUUO•JSL� 13! � 11101"ATES LATEPAL 8PACING MEMOER (Ifn M1II. i 5_-II 1HAT THE -'OI NT PR-CED Br EITHER 3/B" .M IIJr PL'WDOO SHEATHI113. 1/2' far IIISTALLATICII AUG ERECTION OF THE TRUSS. PEP'+ANEn1. AIIG :S ;F HIS - <L L CN<BLE SIPESB +<L VES. RLL .''LLES USED 5 i;_P CICPO SPLICES ARE t10T PEC3HMEIIDEG TO r IN1tI; DPS ALL OR BP ACIIIC.ME MB PS SP AC __. M E ED 1C' R.c 1H Af TEMPORAPI BPACIUS SHG'JLD BE OOUE It1 ACCCPC-n CE WITH FOR DESI 5 1 1 APE BASED 0U THE LArEST EOI71Jrl 3F THE IIA- GIPE^-TLS ABOVE A BOTTOM CHORD SPLI'_'E. :Jr1L ESS UO TED OTHERWISE. CLIPPEIIT TPI BRACING AIIO EPECTIOl1 P'JBLICATIOIIS. TSDHAt GESIGu STAT IOAR05 PUBLISHED 61 THE RATIC -L a r-260^ LPPFD';AL IrrMBERS'. LLC 23x2. FHA Tr-S 2014 SBCC III ALL CGMPPESS15H CHORD MEIABERS ASS'JMEO TO BE CGNTIrl'J07SL'15i THI5 DESIGN COLIFORMS TO CUR EUT TPI DES 15" SPEc7FICA- FOR'ESi ce000075 A550CIAT10t1. ;251. BUCA FILE 06-125 Ba:CEG B+EIiHEa 3/e•' !MIN.; CL+MOOD SHEATHIMG, 1/2' TIONS FDA METAL elprE CCan1E-TEG WOOD TRUSSES Atte 2) THIS DESIC41 15 BASED Or) •LAP, CGtItIECTDa PLATES GILl. P) THIS TP'JSS HAS 8EE11 GESIGIIED Fpn TME LOAD 1116 SHDWII Nill,) DRYWALL OR BPACIUG MEMBERS SPACED AT 16' O.[. GUALITI STLIIOAPOS FDP TO US SE S. 3! .ONUECTrO cL:TES SIZES :nE BASED OU Ax14L FORCES CNLI. 91) THIS PPAWIIIB. IUSTALLA11011 A,ID USE SHALL CGlF Drn1 'MAY'. UHL£SS NOTED OTHEPWI SE. ft6! till AIENBEP OF THE TRUSS MAI BE CUT GP MODIFIED IU ANn W-: A) =OrnIECTCn cLATE 51ZES APE CLLLEG JJT WIDTH (ACPGSS SLOTS'. WITH THIS DESINJ 121 ® INDICATES BEAP]I13 LOCATIOII. 17! SPECIAL HAHDLIIIG CARE SHOULD BE TAKER OUa1113 SHIPPPI_; AUD 8+ LEIJ�Tn LtLDtIS SI-'TS! AILD THE ORIENTATION IF TIE 9; THIS DESIGN IS APPLICABLE TO SHOPTEP SPAM TP'JSSES OF ERECT 1011 OF TRUSSES SEE HIB-91 FOP PECGMI!EUOATIONS S CpL O'JT in 0 P CTIC,U GF THE PLACE LEIJG 7n ]GEIIT IGAL LOAD]j!O ANG CONF IG'JP TA IGI1 __ -COIif iGURATIGII At LOADING SPECIFIED EV FABAICATDP -PERET I T IYE MEMBER STRESSES t1OT USED. -ADDITIONAL PLATING FOR HAtIDLING TRUSSES IS PESPDIISIBILITt OF FABRICATOR, -THIS TRUSS IS DESIGNED ONLe FOR THE LOADS SHOWN. PROVISIOtI FOR THE PPEVENTION OF POHOING MUST BE MADE AND IS HOT THE RESPONSIBILITY OF THE TRUSS FABRICATOR OP CLARY. p -FALSE BOTTOM CHORD INFORMATION FALSE BOT 18-3-8 ON LEFT, VEPTICAL SPACING=4-0-0. USE MINIMLN OF 2x4 PLATE FOP FASTENING FALSE BOT CHORD VERTICALS. USE 3x4 It IN, FOR SCARF Ott FALSE BOT CHORD. TRUSS BOTTOM CHORD ABOVE FALSE BOTTOM CHORD MUST BE BPACED WITH 1x4 CONT, LATERAL BRACING AT LA O.C. MAx SPACIt•IG. 1-6-0 3-2-0 1-0-0 RUN 5-5-6 5-0-10 5-0-0 3-2-0 5-0-0 74 PLF 1-1-7 Max Height 5-7-3 12 4 6 12 Q 6 242# y 24111 302# 2340 154# 1 L j y2AB# 211# 12 6 [7-' D 3780 3X4 \ y y 3x4 3x4 D S X b X!a 7X$ TV 2fi3 191# 930 131# 670 \;\ �X fOt# 1381 650 r 13980 M I 1398# (3.5155% O o I 3x8 3x4 :. (3.5155% 4x8 5x6 1 4 3x6 20 PLF 3-5-0 10-6-0 3-0-0 5-4-0 7-0-0 1-0-0 30-4-0 Farc<s(L-P; pBUILDING TYPE: Enclosed Residential CODE: Standard Building Code (SBCCI 1991) WIND SPEED: 110 MA MEAN ROOF HEIGHT: 13' TRUSS LOCATION: (Se) area UPLIFT CONNECTION REQUIRED: y 7 # AT EACH SUPPORT. NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW SEE NOTES 10 AND 11 ABOVE FOR BRACING REQUIREMENTS. No trusses: 1 Maximum deflection occurred at bottom joint 114. Maximum Live Load Deflection of ,235" (4/16), Index-.232, (L/1549) Maximum Total Load Deflection of .368' (6/16), Index-.243, (L/989) R51-91 (WIND CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBER TRUSS: r 0 4' H-7 SPEC T-9 � ALPINE ENGINEERED PRODUCTS Inc V,2000 2-0-0 LL TC 30 2X4 #2 N SP ENG. FOR: TRUE TRUSS INC - SDS 1801 S. GSW PKWY, Be LUMBER PROJECT: CENTEX 3705 8 DATE: 1 Feb 1993 GRAND PRAIRIE, Tx 75051 7.0 OL TC 72X4 #2 (214) 650-3940 L N LL Be p WEBS 2X4 i2 N SP LAYOUT ID: F 568 33OL Be 2X4 f3 SP ADDRESS: SCALE: MEMBER TRUSS PLATE INSTITUTE .33 TOTAL. 477 EXCEPT AS MAY BE NOTED 1/8 .cF *.•__.Fp ..e .;, „ ... J..fII , _-Pr 1 .i , a , I .� ni i' _in H1. I ,Ilam?ii,�. ,i � ,. .. ,., _. � � I Tru I ,. ID In I II r.' Inas,n Arr, i P,..-1 r f,•, :.r-I ,r !=/ ✓ '•�,.,..I III rJ,IEl rt. L.:.I n'1 ]I nl r,al'.r1 0 PID�u .v H" d+ill ,.I ,M.,;,U 'a If A.V,111'1 f 14, 11.•IAr 1 Ail!'n :Uf 114 11.-u :N Ii4 i' .... ., IS r [„ AL�JKA Bt.E sr PEPS ruFS. ALL :<L UES USE(I ', "P LU-1 FI'L ICC; Ar,f nor nC n+laLn ptl I� gJIII: DrI.H:LI. ul, 9, III•-'IE Hilt 111; I. , IE 1.lr i a:A.. Bu.C.III. SI±ULD Pt. I,Urff 1I I I:: ,r�i.• IDP OESI�U APE BASED 011 TIE LATEcT EDI T I DN Y TnE IIA GIHECTLI ARO, A BUI Ii,M 'r DHC,EPLI^_[. 1j1 114 ECS VOTED'i 1 HE P WIZE P �URHE III IN Or+AL I tIG MIT) EHE CIl�n P!PL 1-AI I'rl' T I ON aI CE51Gn SiAr,L AP DS `JBL I SHED 0. THE IIA T 1011tL „ i 2'IC APPPO✓AL II'JNBEPS: JBC 2342 Fn T B 201A. SBL'_ 11. ALL COMPRESSION CHC•RG MEMBEHS ASS'JMEG TO BE CONT]HUO'JSL1151 Tni5 GESIGH CONFDRMS 15 ^_JPPENT TPI DESI5N Sr'ECIFIC.- I FOREST PROGUCTS ASSOCIATION 7251) BDCA FILE 8E-125 BPACEG B✓EITHER 3/B" 'M III.: PL+IIGGO SHEATHIIIG, 1/2" TIONS FGR METAL PLATE CGInJE=TEG WOOD 7e12SSES AIJG 27 THIS DESIGIJ IS BASED 011 _LAP. CGIUIECTDn PLATES 011L BI THIS TP'JS5 HAS BEEU GE5IGNED FOP THE LGAOIIIG SHOW] 44111.1 OP✓WALL D.ePAC1NG MEMBERS 5PA-ED AT 16" a.[ 0 ALIT' STAt10AP05 FGP TRUSSES. 31 CONNECTOR PLATES 51ZES AnE BASEL ON AYIAL FORCES OTILI. of] THIS DPAWIrIG ]IISTALLATIGN AtIG USE SHALL CONFDPM 'MAY!, UIILES5 VOTED OTHERWISE. I6) No MEMBER OF THE TPNSS MA/ BE CUT GP N•OGIFIED IN ANI WA.. 4, :1 It EC _P cL AtE SIZES APE CJLLEC•0'JT WIGTH 4CP3SS SLOTS; WITH THIS DESi rI /2: ® INDIZATES BEAPING LOCATION 't17! SPECIAL HANDLIN3 CAPE SHOULD BE TAKEII GUPING SHIPPIUC. AND BI LENGTH fALDIIG SLOTS, AUr TIE DPIENTATION OF THE 9� THIS DESISU IS APPLICABLE TO SHDPTEP SPAM TP•JSSES OF - E PE CTIDN OF TRUSSES SEE HIB St FTP PECGNMEIlDAii DnS C OUT 15 THE DIPECIIGIJ QF TIE PLATE LErJG Tn. IGENT[CAL LO'DIUG AND COIJFIG'JRATIOtJ -CGrIFIGURATIGII AND LEAD]11G SPECIFIED B✓ FBPICATOP -REPETITIVE MEMBEP STRESSES NOT USED. -ADDITIONAL PLATING FOR HANDLING TRUSSES IS PESPOIISIBILITV OF FABPICATOR. -THISTRUSS IS DESIGNED ONLY FOR THE LOADS SHOIIN. PPD'/ISION FOP THE PREVENTION OF PONDING MUST BE 14ADE MID IS 110T THE PESPOrISTBTLTTi OF THE TRUSS FABPICATGP OR CLAPI. ID FALSE BOTT014 CHORD INFORMATION FALSE BOT 18-3-8 ON LEFT. VERTICAL SPACING=4-0-0. USE 14INIMU14 OF 2x4 PLATE FOP FASTENING FALSE BOT CHORD VEPTICALS. USE 3x4 MIN, FOP SCARF ON FALSE BOT CHORD. TRUSS BOTTOM CHORD ABOVE FALSE BOTTOM CHORD M'JST BE BPACED WITH 1,A 00111. LAIEPAI, BRACING AT 10' O.C. MAY SPACVIG. 3-0-0 1-0-0 2-10-8 RUN — 5-7-8 5-4-8 3-0-0 4-4-0 4-5-12 4-2-4 3-1-6 RUN 74 PLF 1-1-7 #2 #2 02 #2 02 #2 62 #2 42 1-1-7 Max Height 5-f0-3 12 D 5 12 Q 6 3100 222# 271# 1 4 3# 321# 251# i L £{ 12 4 1 5 3x7 S+� 1 396# \ ' 21tf# 5 p D 5� 3x4 5x5 3x4 105# 1947# 103# 5397# 1450 56# o 4 n * I 1 0 105# 1690 f3 5167 IT, 3x47x10 3xB ? 1713# c I axe 4v 13.51 49X fixe d 4 3x7 12 20 PLF 1-0-0 11-0-0 6-0-0 4-4-0 B-B-O 6-0-0 #2 #2 #2 1-0-0 1-0-0 37-0-0 Forces(L-R) BUILDING TYPE: Enclosed Residential CODE: Standard Building Code (SBCCI 1991) WIND SPEED: 110 mph MEAN ROOF HEIGHT: 13' TRUSS LOCATION: (Se) area UPLIFT CONNECTION REQUIRED: 7 6 # AT EACH SUPPORT. NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW SEE NOTES 10 AND 11 ABOVE FOR BRACING REQUIREMENTS. No trusses: i Special Loading; Refer to Loading Diagram Maximum deflection occurred at bottom joint #5. Maximum Live Load Deflection of .496' (8/16), Index-.402, (L/895) Maximum Total Load Deflection of .778" (12/16), Index-.421, (L/571) RECOMMENDED CAMBER; ,42" REV 5-1-93 (WIND)Ayre CLARY DIVISION PLATE TYPE: D.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 37'0" H-5 SPEC T-10 ALPINE ENGINEERED PRODUCTS Inc V_2000 2-0-0 LL TC 2X4 #2 DS SP ENG. FOR: TRUE TRUSS INC - SDS J 1901 S. GSW PKWY. 30 BC LUMBER PROJECT: CENTEX 3705 B DATE: 1 Feb 1993 i1 GRANO PRAIRIE, TX 75051 7.0 OL TC 7 2X4 #2 Ds SP �OF1 LAYOUT I0: (214) 660-3940 N L LL BC 0 WEBS 888 DL BC 10 2X4 03 SP ADDRESS: SCALE: MEMBER TRUSS PLATE INSTITUTE 33.33 TOTAL 471/B EXCEPT AS MAY BE NOTED f _ II 1 F 'f JI'.:C 'I'll -1115. E•..I l:'n rL:rEti SN�LL ESE IrISi eL LEU E rer+L 111l::nLL. f1U f:i .-LL IErli l':,U 'HUr+f t+CIBC - t:�:rMEf• IU k;E ILJUlI000 �L• 13' !� VIO0'ATES LATERAL BMt CIUI IEMIIEP 'f/n u7, - PE=IES. ArIL"19xIr+J•u0i51J=E CDII7EIJ7, CP S'..�t THAT THE JJItlT F,P ACFG 8>EI THEF 3/B .H IIIc PLIWUOU SHEATH[it i, 112' 14,' INSTALLATI GN FUG EPECIIGII GF THE TP'J59. PE uraAUEr1i AI;[ IS ,F Hl GHF.P ALLOWABLE STRESS VALUES, ALL /BLUES USEO 6; TCP Crf_'RC SPLICES APE NOT PEC51-ErIDED TD 'v ,'P IIiI fI! DR'/WALL JP IR 14EMSEP9 SPACED f0' 11 c IHAxr. TEMFCPAP-/BPACIIIS SnC+JLD BE OCHE IIJ =C-'_PCANIE NITH P OESIGII APE BASED ON THE LATEST EOITIO14 OF THE HA- CIPECTLI AeO:E A BOTTOM CHOPO SPLICE. •JNLESS NOTED OTHERWISE. CURRENT TPI BRACING AND ERECTION P•JSLIC-'Tl NS. TICUnL GES ION 5TANDAP05 P'JBLISnED B+ THE NATIONAL 1 I-2000 APPPO;AL U."MBERS: UBC 2342, FHA T•_B 2014. SBCC 1f; ALL COMPRESS I OIJ CHORD MEMBERS ASSUMED TO BE CONTIN'JO'JSL+15i THIS DESIGN CONFORMS TO CURRENT TPI OESIGN 5PECIFICA- EpPESi PRODUCTS ASSOCIbTION '251. BOCA FILE 86-725 BRACED B+EITHEF 3/B" :M IrI.:• PL.IWOGD SHE ATH SUG. 1/2" TID"$PCR M TA PATE COIBiEC7EG WOOD Tc E L L L'SSES MUD el rH75 OE SIG" IS BASED Ort CLAP+ CODUECTOP PLATE$ 71"L+ 81 THIS TP'JSS HAS BEEN 'ESIGUEO FJM THE LGADIIIG SHOWII '14111.) OPIWALL OR BPACIIIG 14EMBEAS SPACED AT 16' o C. OUALIT+ ST91DAUDS F�5. TRUSSES. 3! LOH IECTGP PLATES S12ES APE BASED ON AYIAL FORCES OHLI. ON THIS DPAWIr16. INSTALLATION AND USE SHALL CCAIF!TPM :MAY!, UNLESS NOTED OTHERWISE. 46! TIO 14E148EA OF THE TRUSS INA+BE CUT GP MODIFIED IN A"I WAI. xl DDr HIE CT OP PLATE SIZES APE CALLED 0'JT WIDTH ;ACROSS SL 07S; WITH THIS DESi�+i 121 ® INDICATES BEAPIII5 LOCATION 17! SPECIAL HANDLING CAPE SHOrAO BE TA GURIH3 SHIRPING AUD B+LENGTH IALF4IG SLOTS; ANO THE OPIE"TATION OF THE 9� I"' DESIGN IS APPLICABLE TO SHORTER SPA" TP'JSSES OF ERECTION OF TRUSSES SEE HIS-91 FOP PEC5M.E"OATID'IS I C• OUT Tn D F C7 pl!GF Tn T r1G to GE"T C OAD TIG IID CDNF G'JR T 011. -CCJIF IGURATION AND LOADING SPECIFIED Be FABRICATOR ADDITIONAL PLATING FOP HAIIC-LI14G TRUSSES IS PESPDNSIBILIT+ OF FABPICATGP. -THIS TRUSS IS DESIGNED ONLY FOP THE LOADS SHOWN. PROVISION FOP THE PREVENTION OF PONDING MUST BE MADE AND IS NOT THE PESPONSIBILITY OF THE TRUSS FABRICATOR OR CLAR'/. -ANTICIPATED HORIZONTAL MOVEMENT UNDER TOTAL LOAD - ,484' ph-FALSE BOTTOM CHORD INFOPMATIOtI FALSE BOT 7-0-0 ON LEFT, VEPTICAL SPACING=4-0-0. USE MINIMUM OF 2x4 PLATE FOP FASTENING FALSE BOT CHORD VERTICALS. USE 3x4 MIDI. FOP SCARF ON FALSE BOT CHORD, TRUSS BOTTOM CHORD ABOVE FALSE BOTTOM CHORD MUST BE BRACED WITH 114 2-7-0 3-0-0 3-3-12 3-10-8 CONT. LATERAL BPACING AT 2 ' O.C. MAY SPACING. RUN 4-5-0 3-0-0 3-0-4 1-0-0 4-5-12 4-2-4 4-1-8 RUN 1-1-7 02 #2 02 #2 #2 #2 02 02 #2 1-1-7 74 PLF Max Height 6-10-3 12 Q 6 12 Q 6 223# 234# 16�0Y y � 3# 321# 298# / 5 6 D A9 + 222 \\ + # + 26 3x4 3x4 2 12 554 H 6 p '5 N 142N 6 N \`.�� 2 f20N 1230 7337M 165# 761 153N c � \1\ + r 1 2x3 ��. 56# 1711# 1° 3x9 [ c f3.51 57 IN i 1Ts1ti 3x8 3x4 7x7 3x8 3x8 N (3.51 49% v 3x0 a 3.58 12 20 PLF 1-0-0 7-0-0 6-0-0 5-4-0 B-8-0 8-0-0 02 #2 #2 02 02 1-0-0 2x4 2x4 2x4 2x4 2x4 1-0-0 Farces IL-R) - 37-0-0 BUILDING TYPE: Enclosed Residential CODE: Standard Building Code (SBCCI 1991) WIND SPEED: 110 mph MEAN ROOF HEIGHT: 131 TRUSS LOCATION: (Se) area UPLIFT CONNECTION REQUIRED: 7(v`I # AT EACH SUPPORT. NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW SEE NOTES 10 AND 11 ABOVE FOR BRACING REQUIREMENTS. No trusses: 1 Maximum deflection occurred at bottom joint #3. Maximum Live Load Deflection of •663" (11/16), Index-.537, (L/670) Maximum Total Load Deflection of 1.038" (1-1), Index-.561. (L/428) RECOMMENDED CAMBER: ,56" CIjREV 5-1-93 (WIND),A-c f; CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 37'0" H-7 SPEC T-IJ }�•��� ALPINE ENGINEERED PRODUCTS Inc V_2000 2-0-0 LL Tc 90 2X4 #2 Ds SP ENG. FOR: TRUE TRUSS INC - SDS 1801 S. GSM PKWY. BC LUMBER PROJECT: CENTEX 3705 B DATE: 1 Feb 1993 I GRAND PRAIRIE, TX 75051 7.0 OL TC 7 2X6 #1 Ds SP LAYOUT ID: (214) 660-3940 L L LL SC 0 WEBS V'`4 1026 OL BC 10 2X4 #3 SP ADDRESS: SCALE: A't/ MEMBER TRUSS PLATE INSTITUTE -- — _33.33 TOTAL 47 _ _ _ Iv EXCEPT AS MAY BE NOTED 1/B 'B -LL B i'F IHEF'LCI IFC-'I'll ns,lES 5 II'IE_i 0a PI.-IES Sn-LL HE 11151-'LLP0 S11+1+E IPICALL' Oil 1'0: ALL IEIV III r:1 u)Pr HE BE S S INED ip DE'C.3HT It IUO'.!SLr SF'i ES t,y f9% I+A)I H'JN u7I-1J-E COr iErl T, R 5 =. 1rs/ THE J3[tlt ti! IUOIC RIES LLIEPAL BRA CIIIG NEueEP t. 'I P•uACEC B+ EIIHEu 3/B IN 111' Ir•LIWOSD$HEA THING, 1/2' Inr IIISIALLATIGII 4110 EPECTI-11 GF THE is J55 cE -rIF"1 i, _ 15 Cf nl�nER ALL DNA BLE STRESS %ALOES, ALL r-LUES USED O i,R CHCPG SPLICES APE IIDT RE':_,1414FIIDEC, 10 :,CC:'JP fNfll� O11 rNe LI. DP B`I '_1111 MEMBER; SPACED fI o C INP/; IEMRCPAR1 BRAC ITIS $n JJL0 BE DOME IH AC'C•PD-LICE N71r+ FOP DESISN ARE BASED 011 TrIE LATEST EDITI OH OF THE 11A- GIRECTL1 ASO A B01TG14 CHOPG SPLICE. '."LESS NOTED GTHERXISE CUPPE TIT TPI SPAC111G MID ERECTIDII P'JOL1741i,I'S. T IDIIAL GE SIGH STAN ARDS P'.ISLISHFD P' THE NAIIDHAL .I /-2000 ARPRO':AL IL!MBEPS: '.eC 2342. Fns TCB 2'114. SBC': iV ALL C:J.IPPESSI',il CHCM0 NEI+PEPS ASSUMED TO BE CGNTIHIJO'JSL'M51 THIS DESIGN CDIIF ODMS TO C'JPREfIT TPI DES 511 $nE'IFICA- FOCEST —OGUCTS ASSOCIAT10r1. 251. BD A 1TLF. R5-125 B-ACED Br EITHER 3/B" rN III.; rl vNvG0$HE ATH IMG. 1/2' iIGI15 FGR METAL PLATE CGr tt1EC1EG XOGp 1P1;SSE5 AIID 21 1-15 DESIG" IS BASED ON i.L LAM' iDU11E.-1 HR r1 AIFS GIIIr P1 Tn15 1R!1S5 II-S BFFII GEST GrIEp F(f+ NIF LIiApP15 SinN11 lle 111.I nnrX ALL On BPACIIIG MEMBERS SPACED AT 16' o.{. nrIALITr STAHBARDS FGR TRUSSES. 31 CONHECI;,n PLATES SI7E5 ART RA F.EO nrl Ax1Al. FORCES HNL, Rn THIS DRAXIHr., r1151A1-1 AT I',H AIrR 11 !;HALL E.011F0nN n4A A!. In 11.E S:; H01E0 !71 HFRXI SE. hl 5! Ilp uFHHEn OF 711E TRUSS 14Ar BE C177 Cn MOD Ir tEH 1H AH, He,. 4! COr xIE CIGn rIA1E SI7ES A-[ CALLED OUT XIGMI iACnGSS 5L 0T 5! NI IH I1Q5 DF SIc+I 12; c_3 Ilm It:n lES M[Anln,LOCA IIGn 171 $REGI AI IUIx]L IND CAPE SHOULD BE TAvEu GOni ro; 411 nn pA; AUD 11 LENGTH IALON5 SLOTS; AHG THE DPIEIITATION C6 I I 9• IRIS DESIC•13 IS APPLICABLE 10 SHOPIEP SRATI TR'.1:SES DF G EPECIIrII OF TRUSSES SEE 1118-91 FOR RE-OMHFHO AifGUS ``ZE CA1,y OOi 1 iH Lff CTIGH GF THE PLATE LEN51n _IDENTICAL LOADIIIG AI1G C011FIGl1PATION _ -C Ot1F IGURATION AND LpAGIl1G SPECIFIED BI' FABRIC ATpP ADOITIONAL PLATIITG FDP HANDLING TRUSSES I5 PESPDt1SIBILIT/ OF F-BPICAT��P, -THIS TPUSS 15 DESIGtIED ONLY FOR THE LOADS SHOMI. PPOYISI[XI FOR THE PREVEtITIOtl OF PGIIDIIIG MUST BE 14ADE At1D IS HOT THE RESPONSIBILIT+ OF THE TRUSS FABRICATOR OR CLARY. -ANTICIPATED HOPIZGIITAL MOVEMENTNIDEP TOTAL LOAD - .443' V 0>*-FALSE BOTTOM CHORD ItIFGPMATION FALSE BOT 7-0-0 ON LEFT. VERTICAL SPACIrIG=4-0-0. USE 14INI MUM OF 2x4 PLATE FOP FASTENING FALSE BOT CHORD YEPTICALS. USE 3x4 14IN, FOR SCARF Ott FALSE ROT CHORD. TRUSS BOTTOM CHORD ABOVE FALSE BOTT014 CHORD MUST BE BPACEG t1ITH 1,4 2-7-0 2-5-11 2-4-0 CONT. LATERAL BRACING AT Z' O.C. 14AY SPACING. RUN 4-5-0 2-9-3 2-9-3 17070 4-5-12 4-2-4 4-10-8 5-1-8 RUN 1-1-7 02 #2 02 i2 02 02 92 #2 02 #2 1-1-7 74 PLF Max Height 7-10-3 12 4 6 12 d 6 189#12J13# 3210 335# 6 194# + 3x4 �5_ 194# 359# 12 9+h J 198# \ + 5 l7 m h \\\ 2x9 248# \ 179# X 1590 108# 80# 73# 120# 185# 950 20 1712# \ N r (3.5167 3x0 1 I v o 1711# m I 10 4x5 3x8 7x7 3x8 3x7 I o [3.51 49% Y N 3x8 a 3.58 12 20 PLF 3-4-0 7-0-0 4-0-0 4-0-0 8-8-0 10-0-0 #2 #2 #2 #2 #2 1-0-0 2X4 2x4 2x4 2x4 2X4 1-0-0 FDrce5ll-P) 37-0-0 BUILDING TYPE: Enclosed Residential CODE: Standard Building Code (SBCCI 1991) WIND SPEED: 110 mph MEAN ROOF HEIGHT: 13, TRUSS LOCATION: (Se) area UPLIFT CONNECTION REQUIRED: 7&v # AT EACH SUPPORT. NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW SEE NOTES 10 AND 11 ABOVE FOR BRACING REQUIREMENTS. No trusses: i Maximum deflection occurred at bottom joint #3. Maximum Live Load Deflection of .55" (10/16), Index-.527, (L/683) Maximum Total Load Deflection of 1.019' (1-0), Index-.551, (L/436) RECOMMENDED CAMBER: .55" [I>REV 5-1-93 (WIND) gzr CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 37'0" H-9 SPEC T-12 ( ALPINE ENGINEERED PRODUCTS Inc V_2000 2-0-0 2X4 #2 Os SP ENG. FOR: TRUE TRUSS INC - SOS foot S, GSW PKWY. LL TC 30 0C LUMBER PROJECT: CENTER 3705 8 DATE: 1 Feb 1993 GRAND PRAIRIE. TX 75051 7,0 OL TC 7 2X6 #I Os SP (214) 660-3940 L N L LL BC 0 WEBS LAYOUT I0: ( D 994 OL BC 10 2X4 03 SP ADDRESS: SCALE: MEMBER TRUSS PLATE INSTITUTE 33.33 TOTAL 471/B lv EXCEPT AS MAY BE NOTED 1 LUPPEO S­LL�P5 11 T.E S°ECIrIEC 1111�11�Jfl C--DES. 5! PL-TES s­u BE PISTOLLED S1M14ETnj--'LL1 011 10 ALLCjEMSj.,jI,r"0PD ME'BERSIJASS,1��4E C TO.P�EICOTITIMU09SL 1 131 IMDIZATES LATERAL 04-CIrl-3 14EMBEP :11A 141IJ 'S MU IS%RA,jM-jm MOISTURE C3t11E1jT. On S1j.-H THAI TH �,l III A E D 8 E T�4EP 3/B'� I I PL+W000 �O ,ME A TH I MG. 112 1 4! 11157-�LLATIGII MID EPECTIC)rl�,r THE TPUSS. PE 4uAlIEN r, Ar;C "',- A 8 ,j ALL I ,'IS", S T SP'LIC'ES ARE f-01 PEC31414EIlCIEU If)f-CC'J0 MliJ: OM'/WALL 3P BRACING 41AB5PS SPACED ic" I%Ai� I Ewr�Anl e94CIIIS SHG-JLD BE OQI�E IN ACCO-D> 'E Nlin IS L, 4� ALL SWESS IAL ES. IAL Mrpo Sf FOP OESI��En I IT ARE BASED 0,1 1 1 LATEST ED I0AvF THE IIA- CIRECTL I ABQ,1E A BOTTOM -WORD ��MLUSS 140TED C�IMERWISE CURRENT TPI BRACING AND EPEr_ PVBLICATI��rls 13 e TM I, 1 .70 -L "JMOERS! "BC 342. FHA TCB 20)14, SBI:C W ALL CC-IAPPESSIC-11 CMC-PO MEMBERS ASSUMED TO BE C0tITIHJO'JSL1j5, THIS DESIGN C01JFDRMS TG CUPPEITT TPT DESIST SPECIFICA- TIONAL DESIGN "POS "'ISL IS ED E I I MAL '7 ST If'r C P T FOnEST CVOGU�_T5 AS53CIATIOtI 7251. BOCA FILE He-125 BRACED ED Be EITHER '316" :MILT.! LIWZ�00 SHEA7HIND, 1/2" IGTJS FOP METAL PLATE COMIJECTE[] W()Col) TP SSES A110 21 1 SED Oil CLAP,` C0tJ?1E,7TO.PLATES e) IH15 TRUS T11.1 AT HIS 0 SIGH is BA 611L I S HAS BEE?I DESIGNED FC THE LGADIIIG SHOWI) N DPeWALL On (SPACING MEMISEPS SPACED 16' a C. DUXLITe STAIJOADDS FGR TPUSSES. 0IMC 3! COIRIECEOP PLATES SIZES ARE BASED ON AYI"L FORCES ONL,. all THIS ORA , II ISETALLATI011 AMC USE SHALL CCtJFDPM 'MAY). UNLESS 1107 S 0 OTHERWISE. 46! UO MEMBER GF THE TPUSS MAf BE CUT "001FIEt' IM AM, 1411, UIL S T CALLED 0-_1T WIDTH CACA�,SS SL WITH THIS DESIST 1011 INDP-ATES BEA-1113 LOCATION. P 5 a A 11 _ONMECTCD PLATE SIZES --E 0? 5 E�IAL HANDLI113,0A CAPE E T KEPECU-1113 S.1--IIIG AND 111D 1n11 ;)PIE)ITATIOM CF IS APPLICABLE TO St(ORTER SPAN TRtJSSE5 T I" OF E HIB_S I FOP r 8 LENGTH 1ALDtIr SL�)15� THE 13 1 DESIStI OF ERECT 11 tPUS ES _Q..E1ID-TI011S CcorU Be FABRICATOR DIF TL F TOE -LE161 RATI&rI AND LOADING SPECIFIED PLV DI-J-D -ELAIL -ADDITIGItAL PLAT IIIG FORHA'1TcLI1IG TRUSSES 15 PESPOtISIBILITe OF F4PPICATOP, -THIS TRUSS 15 DESIGNED ONLY FOP THE LOADS SHOkIN. PROVISION FOR THE PREVEIITIOtl OF PrAIDUIC MUST BE MADE PID IS NOT THE PESPONSIBILITV OF THE TP-jSS FASPIU.TOP OR CLAP(. �>-*-FAUSE BGTTOtA CHORD INFORMATION FALSE SOT 32-11-8 ON LEFT VERTICAL SPACING-4-0-0. USE tAlUIM',X4 OF 2Y4 PLATE FOR FASTENING FALSE 60T CHORD VERT TCALS. USE 3x4 14111. FOR SCARF ON FALSE BOT CHORD. TRUSS BOTTOM CHORD ABOVE FALSE BOTTOM CHORD MUST BE BRACED WITH Ix4 COIIT. LATERAL SPACING AT S' O.C. MAX SPACING. RUN 6-0-0 4-0-0 4-0-0 4-0-0 5-0-0 6-10-8 RUN 1-1-7 Max Height 9-4-3 74 PLF 12 1z:3 6 psis Des 12 6 F11at, 1815# Tfi 1815# 1 (3.5171% 3x4 m o (3.5171% 319 5X6 X 3x C 5"6 d 6 20 PLF 30 12 5-0-0 4-0-0 8-0-0 5-0-0 5-10-8 7-1-8 Forces!L-P) 1-0-0 37-0-0 1-0-0 BUILDING TYPE: Enclosed Residential CODE: Standard Building Code (SBCCI 1991) WIND SPEED: 110 mph MEAN ROOF HEIGHT: 131 TRUSS LOCATION: (Se) area UPLIFT CONNECTION REQUIRED: 7(ol # AT EACH SUPPORT. NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW SEE NOTES 10 AND 11 ABOVE FOR BRACING REQUIREMENTS. No trusses: I THIS TRUSS ANALYZED WITH PPSA Maximum deflection occurred 44* from the left end of bottom panel #3. Maximum PPLive Load Deflection of .432" (7/16), Index-.353, (L/1020) Maximum PPTotal Load Deflection of .677" (11/16), Index-.369, (L/651) pREV 5-1-93 (WIND)4f CLARY DIVISION PLATE TYPE: D.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 37'0- H-13 SPEC T-14 ALPINE ENGINEERED PRODUCTS IncV2000 2-0-0 LL TC 30 2X4 #2 N SP ENO. FOR: TRUE TRUSS INC - SDS 1801 S. GSW PKWY. BC LUMBER PROJECT: CENTER 3705 B DATE: J Feb 1993 GRAND PRAIRIE, TX 75051 7.0 OL Tc 7 LAYOUT 10: WEBS 2X4 #2 N SP IF (214) 660-3940 -PETT"REA: t INC. FUff L LL EIC 0 MEMBER TRUSS PLATE INSTITUTE 540 33.33 OL ac to 2X4 03 SP ADDRESS: SCALE: TOTAL 47 EXCEPT AS MAY 13E NOTED SIB .•I:F r; *rl F". 1�'�"E-LI IE.. 1.11;1 '.;(':. - IT�.1 UI. -14' SI•'rt H.[ VISI Iil:i :-,••a'a( t+l..A[L. rllr 1'i: .rt II II,I.r1 T lUl•la[ I.f LIII RE 1l II 111110'ISLI 131 J - IIUI=.IF.- IAIEPAL [. I,"i H['IB[ ilra r `.>1F_IFS t� 1+k -/I...I I'D =_TJIF CJU IErII - r I•'.I t - !UItIi ❑uALEI' B.I:IIIILP l;'H +II II IL/N:J.JD SHEAIHIII'. 1/P' . IIISIALLAIION Al*EPE_117H 51 PIE I JS.. I`E Il 111 IS �f HI HEP ALL J"R BLE ST PE55 JALIJES, ALL 'RLUESJUSED B� 1.' �HC.IC SPLICES RPF. HOI PE'"_•HHEIIGEL If, ,.'.JP (11[11, GP<HRLL. GF+VIIA-[Ilt:MCMBEP^. SP Ar_ED 1C 0 [ !MA/�. IEIiPr',RAP/ BPACIHG SHG'JL(i BE DOME 1H C :HE. I:.E NIT,•r fnP OE SI OI! APE B}SED DU inE S Si EOI i1 011 OF LME 11a- GJ PEC TL'' ABO IE A BOTTC)" .=HOPE• SPL I'=E. 'JI N-ESS II'�IED OTnEPNISE CUPPEiIi TPI BRACTUG, ALD EPE[TIOP P'JBLICdTICIIS. II�H AL GE5I3IJ STAHDAPDS PUBLISHED B+ THE NATTOHAL ! J�2CD^ RPPPDJAL NIIMSEPS: 1116E .'342. FHA TOB 2')14, SECC 111 ALL COMPRESSIOII CHC•RO ME MEIEPS ASSUMED TO BE CGNTIIIJOUSL.y5J THIS GESIGIJ CONFORMS TG.LURPEIIT TPI DESIST! SPECIFICA- FOPEci cp000C15 A55C,C IATIOU , 7251. 90OA FILE 86-125 BRACED B.E1IFIEP 3/B•' 'M 111.;� PL-+HOOD SHE4TH1115. 1/2' T15HS FOP METAL PLATE CGINIECIED WORD ITIUSSES AIIC 2) 7HIS DESIGN 15 BASED DH CLAP. CONNECTS).PLATES OHL+ BI TRIS TP•JSS HAS BEEN OESIGHED F0- THE LOADING SHO NII �Mlll.) OR JW ALL 00 SPACIHO MEMBERS SPACED AT 16' O.!. OU ALIT'/STANDARDS FOP TPUSSES. 71 �OrPIE[iDp cL tiES 51 ZE5 APE BASED Oli AfI At FORCES ONL'. OIJ I1+[$OPpN(NG. 111$TALLdTILII 411G lISE SudLL CC+JFGRM '1011. UNLESS TIDIED OTHEPNTSE_ :f B! ISO ME"BER OF THE TP'JSS M0! BE CUT OP MODIFIED IN All. MA., ql .71JIIECT'.p-LATE SIZES APE CALLED O'J1 WIDTH id[pD55$LOTS; WITH 7HI5 DES KaI 12: ® 11101OATES REAPING LOCATION. 17) SPECIAL HANDLING CAPE SHOULD BE TANEII GUP1115 SPIMI110 .Up Br LENGTH (ALOt1G SLOTS- Arlt THE OPIENTATIOiJ GF THE 9. InIS BEST H IS APPLICABLE TO SHGPTER SPAN TPUSSES OF ERECT IGH OF TPUSSES SEE HIB-91 FOP PECGMMEIIOATIDtJS _;_IZE CALL OUT I�,�HF GI PELTIGrJ DF THE PLAi� ^'in ILEIJTICAL LOI.DIIiG AIID COHF IG'.JRATI''IJ -CCTIF IGURA T IGIJ ArIO LOADING SPECIFIED B1 FABRICATOR -REPETITIVE MEMBER STRESSES NOT USED. AODITIONAL PLATING FOR HANDLING TRUSSES IS RESPONSIBILITY OF FABRICATOR. -THIS TRUSS IS DESIGNED OHLV FOR THE LOADS SHOWN. PRO'JISIOII FOR THE PPEVE NTIOU OF POIJDINS MUST BE MADE 4140 IS NOT THE PESPONSIBILITi OF THE TRUSS FABRICATOR OR CLARY. D•)I;-FALSE BOTTOM CHORD INFORMATION FALSE BOT 12-11-6 ON LEFT. VERTICAL SPACING=4-0-0. USE MINIMU;4 OF 214 PLATE FOP FA5TENiNG FALSE BOT CHORD VEPTICALS. USE 3x4 MIH. FOR SCARF GN FALSE BOT CHORD. 6-0-0 4-0-0 5-0-0 5-0-0 5-4-3 5-0-11 5-7-3 TRUSS BOTTOM CHORD ABOVE FALSE BOTTGI4 CHORD MUST BE BRACED HITH 114 RUN ' - RUN COAST. LATERAL. BRACING AT /z' O,C. MAY. SPAr,I11G. 1-1_7 1-1-7 Max Height 10-4-3 74 PLF 12 Q 6 p -y <4 12 \ ) 3+" \\ 1815# I m 1815# 13.5171% [3.5)71% v I 5.6 3x4 0 9 3x8 3x7 cv 5x6 a 6 20 PLF 30 12 1-0-0 5-0-0 4-0-0 10-0-0 7-0-8 B-1-8 FDrc-s(L-R) D BUILDING TYPE: Enclosed Residentiat'• 1_0_0 1-0-o CODE: Standard Building Code (SBCCI 1991) 37-0-0 WIND SPEED: 110 mph MEAN ROOF HEIGHT: 13' TRUSS LOCATION: (Se) area UPLIFT CONNECTION REQUIRED: _7(a / # AT EACH SUPPORT. NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW SEE NOTES 10 AND 11 ABOVE FOR BRACING REQUIREMENTS. No trusses: 1 THIS TRUSS ANALYZED WITH PPSA Maximum deflection occurred 50" from the left end of bottom panel 413. Maximum PPLive Load Deflection of .55" (9/16), Index-.45, (L/801) Maximum PPTotal Load Deflection of .862" (14/16), Index-.47, (L/511) RECOMMENDED CAMBER: ,47" I CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 7�0" H-15 SPEC T-15 W r ALPINE ENGINEERED PRODUCTS Inc V2000 2-0-0 LL TC 30 2X4 #2 N SP ENG. FOR: TRUE TRUSS INC - SDS J 1801 S. GSW PKWY. 70 BC LUMBER PROJECT: CENTEX 3705 B DATE: 1 Feb 1993 GRAND PRAIRIE, TX 75051 2X4 #2 N SP �OF�✓) (214) 660-3940 L N DL Tc 7 LAYOUT ID:LL BC 0 WEBS 596OL SC 10 2X4 03 SP ADDRESS: SCALE: MEMBER TRUSS PLATE INSTITUTE 33.33 TOTAL 47 EXCEPT AS MAY BE NOTED 1`(" eI LWIEER S -LL. BE IF THE"SI'EC(FIED NINIMJ14 CUES. 5' fIECTDu L IES SHALL BE IIISI_LLEO S fA!'E!PI-'<LI_• ON 10: AL(_ IFIISIJII CHDnD MEMBERSR`,IS'.IMEG 10 BEIG tll ltlllrJ'JSL 131 / 11101CATE5 LATERAL ME11BEN '1/4 1 SPECIES. --14) 19y NR/IUJM MOISTURE CONTENT. Ou SJCH THAT THE .JOINT BN,.CED 9+EITHER 3/8" IMIII' PLINOOD SHEATHI113. 1/2' JAI IIISTALLATICJI AHD EPECTICH DF THE TP.ISS, PEc1IAI1F•1T IS CF HIGHER AL LOMA BLE STPESS ?ALLIES, ALL'J FL t)ES 115E0 6! I!P '.H C.SPLICES APE IIOT PECCNMENOEO IG�•='.!P (P1IN! ORIWAt OR BPACINC•MEMBERS SP AiEO 1G' o c IHAY.•. TE14VCRAR'' BRACIr13 SHOJLG BE DOME 114 ACC'=PGArJ_E HIT,•I FOP DESIGN APE BASED DH THE LATEST EDITIDN OF THE IIA- Of PE CILI ABO'/E A BOTTOM CHORD SPLICE. 'JIILESS TIDIED OTHERWISE. CURRENT TPI BRACING AIIG EPE=TION P'JBLICATIO11S. T17rIAL DE513N S1ANC'APOS PUBLISHED B-+ THE NATIONAL 71 1-2000 APPROVAL IIJMBEPS: JBC 2342, FHA TCB 2014. SBC^_ III ALL COMPRESSION CHORD ME14BERS ASSUMED TO BE CDIITIIJJOJSLr151 THIS rESIrti COT IFORMS TO C'JPRENT TPI DESIGN SPE'-(FICA_ FOREST FPODUCTS A5SOCIATION, 7251. BOLA FILE B6-125 BRACED B-+EITHER 3/e" IMIU,. PLIKO'G SHEATHIIIS. 1/2' TIGIIS FOR METAL PLATE CGttDECTED 14000 TPL:SSES 411D 21 THIS DESIGN IS BA5ED DN CLAP) CO—ECTOR PLATES 041L+. BI THIS TR'J-5 HRS BEEN DESIGNED EA THE LOADING SHONII fMIN.1 OR(WALL 0R BPACIIIG MEMBERS SPACED AT 16' O.C. DUALIT/ STANDARDS FOR TRUSSES. 3! COIn1E C1Da PL ALES 51 ZES ARE BASED UI AYIAL FORCES"t0.•, ON THIS ;PAWING. INSTALLATIDII ANG USE SHALL CC44FORM (MAY!, L04LESS IIOTEO OTHEPWISE. X46! 110 MENBEP OF THE TP'JSS MAi BE CLJT GP MODIFIED III ATI+ HAI. d! COr IT ECiCP PLATE SIZES ARE CALLED 0'JT MOTH (ACROSS SLOTS! WI1H IHIS DESINS 1?! sa IIIOICATES BEARING LOCATION 17! SPECIAL HpNOLIfIG CARE SHOULD BE 7AWE11 DUPNI� SHIPPING AND B/ LENGTH IAL;rIG SL3TS- AND THE ORIENTAT TUI OF THE 91 THIS DESK-tl IS APPLICABLE TO SHORTER SPAN TR'.15SES OF C9 EPEC I IGrl OF TRUSSES SEE HIB-91 FOP PECTINHErIDATI OTIS SIZECit OUT H D P CT Gll OF THE PLATENGT IrftJTICAL LOADMG ATID CONF G`JR T "H -COTIFIGURATIGII AND LOADING SPECIFIED BY FABPICATOP -;ODI T IDNAL PLATDIG FOP HAPIDLING TRUSSES IS PESPDNSIBILITv OF FeBPIC.AT0P. � *-FALSE BOTT014 CHORD ItIFORMATIOH FALSE BOT 12-11-8 ON LEFT. VERTICAL SPACING-4-0-0. USE MIt1I1wrR4 OF 2x4 PLATE FOP FASTENING FALSE BOT CHORD VERTICALS. USE 3x4 MIN. FOP SCARF Cpl FALSE BOT CHORD. TRUSS BOTTOM CHORD ABOVE FALSE BOTTOM CHORD MUST BE BRACED KITH 1x4 CONT, LATERAL BRACING AT 2' O.C. MAY SPACING. RUN 6-0-0 4-0-0 5-3-14 5-2-2 5-5-0 5-3-4 5-9-12 RUN 1-1-7 1-1-7 Max Height 10-7-3 74 PLF 12 4 6 5-15 9+� 3X4 12 1 5 t7 I n 1815# I m 1815# [3.51 71% o [3.51 71% 4x8 3x4 3x7 a I 5X6 a 6 3x5 N 20 PLF 30 12 5-0-0 4-0-0 10-6-0 8-0-10 8-5-6FDrceSfi_-P) 17 BUILDING TYPE: Enclosed Residential 1-0-0 37-0-0 1-0-o CODE: Standard Building Code (SBCCI 1991) WIND SPEED: 110 mph MEAN ROOF HEIGHT: 13, TRUSS LOCATION: (Se) area UPLIFT CONNECTION REQUIRED: 70 # AT EACH SUPPORT. NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW 'SEE NOTES 10 AND 11 ABOVE FOR BRACING REQUIREMENTS, No trusses: 5 THIS TRUSS ANALYZED WITH PPSA Maximum deflection occurred 52.5" from the left end Of bottom panel #3, Maximum PPLive Load Deflection of .604" (10/15), Index-.493, (L/729) Maximum PPTotal Load Deflection of .946" (15/16), Index-.515. (L/466) RECOMMENDED CAMBER: .51" ®REV 5-1-93 (WIND) ASF CLARY DIVISION PLATE TYPE: O,C. SPACING LOADING (PSF) TC LUMBER TRUSS: 37r0" SPEC T-16 ALPINE ENGINEERED PRODUCTS Inc Y 2000 2-0-0 LL TC 90 2X4 #2 N SP ENG. FOR: TRUE TRUSS INC - SDS 1801 S. GSW PKWY. BC LUMBER PROJECT: CENTEX 3705 B DATE: 1 Feb 1993 0L TC 7 LAYOUT ID: vli GRAND PRAIRIE. Tx 75051 7'0 2X4 #2 N SP OF (214) 660-3940 L N L LL BC 0 WEBS 642 DL BC 10 2X4 #3 SP ADDRESS: SCALE: MEMBER TRUSS PLATE INSTITUTE 33.33 TOTAL 471/8 EXCEPT AS MAY BE NOTED I—BE xLL eE „r N.L s=FuF rtn r.n,1 w,...,.[c5 ,rale_r oN r'1:.Ir, '-rrr� .•1 Irrvlu In r...1 rPlrtu.• nu r, xu n.H•,r,r1 r,.a+1 w[. Tr r,, a ,:x.L-L, TO 1%,r.arl ux Fr vu Tat '�• nlul AIEti LAIFPAI N Ar_IrK ME-BEN :114 +tn SI•c_IEq itU I9i uxYlu•Jw.115111 CyrrErlT y+ S_.N IHxr INE _k3ir lr H•>I'F 1:•d. L[,.-I" J1H •H III+ ,PL.WDD[I 51 rEAi.i11•,, 7/?• la+ IrI51 ALLRII N1 ar(,ECEii I_I �F r1.E Ic'JSS, PE-uarrtUl 1 IS :F Hl it P ALL4WABL� STPESS /ALOES. ALL ­UES 95E0 5- 1C-v CHCA+O SI'L ICES <HE Irl,: N E'.�NTI(11[A.L ID�.C'.tt+ fHll); Of'WALL •A+ dN>lIIF=NE.BEPS $P M_ED 1G• 0 C twA/!, IEW'{AAP. BPAG IiIi $.rCUt C•BE OlrrE IH RCC'.P4<rr�E NIIH Fp OESI GIr APE BASED p+ THE LATEST EDITION( CF 71.E NA- 41 PECTL', a0O iE A BOIr5M SPLICE. '_rr4E55 UOiEO '.1 nEPW ISE `-UPPED( 7v1 BRAC It7G Al x7 En£=71id1 P',RLICATIG+S. TIp1AL CE V- ST arrGRROS v'JBLISHED Br THE IlAilplAl 71 't-2C�0 AMP AL At rr_w E.S. .'BC 2342. FHL T�_B 2')iA, SBCC 11: ALL rOrAPRE5Si X11 CIIC'PG MEMBEBI A55'JMED TO BE Cp1TIIrJD'JSL1151 7HLS DESIGII CDIW'DRMS TD V-FPE11T TPI DE51011 SPECIFICA- EOPESi PPODUC TS ASSJC1AtIp1 7257. BOLA FILE %-125 SPACED 01 EIIHEP 3/B" �.Itl.; CL INGC•D SHEATH IHG. 1/2• 115115 fOP PETAL RATE Cpr1ECTE0 WOGO 1PL55E5 u1G 21 1.15 DESIGII IS BASEO O1 CLAP.CUr1ECTOP PLATES UV P1 THIS TPjSS H45 SEED GESIOnEO r Al 111F L6AOI1K SHOW1 r.Id.I D.,WALL '1P ePAC1116 MEMOERS SPACED AT 16' 0 C. rJALI T. 51 LI.DAPO5 F3P TOUSS£S. 31 .DI x IE C7O1 PLAIE5 SIZES ARE BASED ON AYILL FOPCES ,,,. Off 1.15 DP AWIIIG. It 1514 LATiD11 Arlr,USF. S—LL '_CAf:,TTM :MAY(. Lxx ESS 110 TED OTHEPWISE. 16! UO MEMBEP 4F THE TIrJSS MA. BE CUT CA t<ODIFIEO P1 111, WA• A. .Ot r1E C T;;P PLATE SIZES APE CALLED O'J7 WICTH ;ACPOSS SLOTS: WITH 7wIS DESId1 12! ® INDICATES REAPIdO L3•_ATI;d1 f7! SPECIAL HAIIDL IH3 CAPE SHOULD BE TANEII OLM1115 S.1-11, AND B+ LEIW.TH IALpN SLOTSI At1C• THE OPIEIITATIp1 Cf THE 9. 7H IS DES I GI/ IS APPLICABLE TO SHORTEP SPAN TP.ISSES OF -F EPECTIC44 OF TPUSSES SEE H18-91 FOP iECCMMENDATIp1S jE CALL OJl l5 DIPECT IGH OF i rt PLAfE LEIIG IH IC{IIT(CAL LOAQ II IG AI1�COM -CGIIFIGUPATf011 AFID LOAGIIIG SPECIFIED Of FLBPICATOR -ADOIT IOIIAL PLATING FOP HAIC-LIDG TPUSSES IS PESPOIISIBILITe OF FA6PICATCQ -A1ITICIPATE0 HOPIZOIITAL MOVEMENT UTIOER TOTAL LOAD - .079• 3-0-0 Pl1N 5-6-0 5-2-8 6-9-8 5-5-0 _5-3-4 5-9-12 RUN 1-f-7 --- - --- 1-1-7 Max Height 10-7-3 74 PLF t2 �6 (iJ Sxs 3�� \ 12 9'AA 1n 6 D 2+9 o y�6 +� 5 I 9f 1146# 674# [3.5164% [3.5)45% o [3.5126% 5x5 3x8 3x4 3x5 fev 'T! S1IB 3x5 3x4 20 PLF 3x5 a 3,45 3.45 c- 12 12 3-0-0 5-6-0 5-2-8 6-9-6 B-0-10 6-5-6 Forc!9(L-P) ID BUILDING TYPE: Enclosed Residential 1-0-o f-o-o 37-0-0 CODE: Standard Building Code (SBCC( 1991) WiND SPEED: 110 mph MEAN ROOF HEIGHT: 131 TRUSS LOCATION: (Se) area UPLIFT CONNECTION REQUIRED: 109.5 0 AT EACH SUPPORT. NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW SEE NOTES 10 AND 11 ABOVE FOR BRACING REQUIREMENTS. NO trusses: 6 THIS TRUSS ANALYZED WITH PPSA Maximum deflection occurred 44.23' from the left end of bottom panel 06. Maximum PPLive Load Deflection of .108' (2/16). Index-.139, (L/2572) Maximum PPTotal Load Deflection of .169' (3/16). Index-.146+ (L/1643) REV 5-1-93 WIND Act CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 3710 SPEC CATH T-17 ALPINE ENGINEERED PRODUCTS Inc V-2000 2-0-0 LL TC 30 2X4 /2 N SP ENG. FOR: TRUE TRUSS INC - SDS 1801 S. GSW PKWY, SC LUMBER PROJECT: CENTEX 3705 B DATE: i Feb 1993 GRAND PRAIRIE. Tx 75051 7.0 OL TC 7 2X4 /2 N SP (214) 660-3940 9T1:- LL SC 0 WEBS LAYOUT I0: 532 OL SC 10 2X4 03 SP ADDRESS: SCALE: 33.33 1/B MEMBER TRUSS PLATE INSTITUTE ---V l----- TOTAL 47 _ EXCEPT AS MAY BE NOTED ___— -1 --F'I'IEC C­.OFS, --,11:E,-TOP PL-'!ES SHALL BE 1I1S1-I_LEO ll; ALL 7EIiSIDIT Cllf)PC-14EIAPFPS ASs.N,E6 10 PE'CS11TVIU9­1SL< 131 INDICATES LATERAL B-A`11113 MEIRE- 'ill HIli rECIES. t,% MAIIM?la IJOISTJ.E CDTTEr.-I. 3P 5--H ;H-'T THE JOINT BP4CEC-r'EITHER 3/8" ;14111? FLIWD3O SHEATH111G. 1/2- JA! IIISTALLATI:Ill AIJO EFEC7101I nr THE TPIJSS. FEM!1-'lJE,.IT E W - SPACED IC' 0 C ,Ha/-. I EMPOPA­ EPACING SHOULD BE DONE IN ACC-_�PrAIICE IT, I H 3 -LI-3—BLE SIR 55 1�1_�JES. -LL �IL UES 1) 6 TCF CHCATr SPLICES ARE FiDT PEC�NMEIIDEC, TO C:C�)R Nlrl� OR ALL OR BAAQI?1G MEMBERS °A` " T LATEST EOITIO;�,-Z; T I.- ABO.-E A BOTTOM CMDRr,SPLICE J�i!_ESS VOTED DTHEPWISE CUPPEHT TPI BPACI?15 AND EPEZIYU4 PUBLICATIONS. 1c, DES�S��E E B_O 0 �E 1 8, 1 ' 'E'JrS� GI L -JMEr rDOIN IJSL 1151 THIS OfSIGH C014FDRMS TL CURRENT TPI OESI,IJ SPE--IFICA- 7 10-- CES13T ST.-FID-'POS PUBLISHED HE TIDtI4L V_2�00 APPROVAL fl""BEPS: UBC 342. FHA TCB 2014. SBCC 11� ALL COMPRESSIGIJ CHORD MEMBERS ASS , To BE VO , 1 7?5 6 B � Ill � - C511NECTEr WOOD TRUSSES A On 51 F'Porl"Cls 45S��IATIotl r I. O--�FILE "6-1?5 "ACED III EITHER 3/B" 14 . PILIWOOD SHEATHING. /2 1511S FOP METAL PLATE I'D 2) IVIS S DESIc4i IS RASED 011 �LATTI CC'IIIECTOP PLATES 911-f S) 1111S TP*JS S HAS BEE IT OESIGHED FOP THE LG4DIHG SHOWN rmltij nPIKALL on BPACIHG MEMBERS SPACED AT 16 0 C. OUALITI STAICAPOS FOP TRUSSES, 'MAx NOTED OTHEPWI, 2, SIZES ARE BASED 011 XI L FORCES 014L 1, yt IH15 DnAWIIJG. 1115TALLATIGII Afir (ISE SHALL C -11 UHLESS E 6; 110 ME14REP :)F THE TRUSS MAI BE CUT �,P 14001FIED Ili A141 W-. OLATFS S A A CIIF 2e 1 -11 1 1 SPECIAL HAT*1_115S CAME SHOULD BE TAKEN r'Jqll*S4I0PVF`, 4110 �311IECT­T`L_'TE SIZES ARE CALLED OUT WIOTH ;ACn�)SS SLOTS4 WITH THIS DESIC11 12� IOD1CATES IIEA�11*LOIATI�: It TRUSSES SEE HIB-91 P RECONMENOATIOIJS a L Et"T H ,ALGIIG ql_�75, Mir THE DPIE r,TAT I ON OF THE THIS DESIIN IS APPLICABLE I(] SHORTER SPAN TPUSSES OF ERECTION OF TR FO Cit oul _Ht-p L-�Eq I 1 014 QIF-1 I — __._JQCqTL G'L_1PA_1I2Y____ -Lt.— _I-s-1 _t!L�QN(,T H C&-LOAP Ic ,UT`ATION AND t_OtO1HG SPECIFIED BI FABAICAfOP -A110I 11(A IAL PLATING FOP HAWL111C (PUSSES 15 PESPONSIBIL-IT( [)F FAPPICATUT'i, -THIS TRUSS 15 DESIGNED ONLY FOR THE LOADS SHOWN. PRD'VISION FOR 1HE PREVE"TION OF PONDING MUST BE 14ADE AND IS NOT THE RESPONSIBILITY OF THE TRUSS FABRICATOR OR CLAW?. -At HORIZONTALITICIPAIEHORIZONTAL MWENENT L1IDE1 TOTAL LOAD - .423' -FALSE BOTTOM CHORD INFORMATION FALSE DOT 7-0-0 011 LEFT. VERTICAL SPACING-4-0-0, USE MINII&TIA OF 2$4 PLATE FOR FASTENING FALSE 501 CHORD VEP11CAL5. USE 3X4 MIN. FOR SCARF ON FALSE SOT CHORD. TRUSS BOTTOM CHORD ABOVE FALSE BOTTOM CHOPO MUST BE BPAC�FC, WITH 1x4 C P RUN 4-5-0 2-7-0 3-1-3 2-9-11 3-1-3 4-6-0 4-6-0 5-0-8 6-1-8 RUN _014T. LATE AL BPA CJHG AT 2' D.C. MAy SPACING. 1-1-7 02 412 02 #2 02 02 #2 1-1-7 74 PLF Max Height 8-4-3 12 6 281# 333# 384# 3X4 2180 218# A33# 2100 211101 2 0., 12 248# 216# 6 F7 ks 153# 71# 90# 135# 149# 104 5 67# 7# )3.5167 3%0 1711# 3x8 Ax5 3x7 13.5149X 3xS ru I clip 3x5 ru 3,18 3.58 12 20 PLF 4-5-0 2-7-04-6-0 4-5-0 9-0-0 5-10-8 6-1-8 02 02 02 #2 #2 Forces(L-R) 1-0-0 2x4 2x4 2x4 2x4 2x4 1-0-0 37-0-0 BUILDING TYPE: Enclosed Residential CODE: Standard Building Code (SBCCI 1991) WIND SPEED: 110 ffo MEAN ROOF HEIGHT: 131 TRUSS LOCATION: (Se) area UPLIFT CONNECTION REQUIRED: -7&1 # AT EACH SUPPORT. NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW SEE NOTES 10 AND 11 ABOVE FOR BRACING REQUIREMENTS. No trusses: I Maximum deflection occurred at bottom joint #3. Maximum Live Load Deflection of .524" (10/16), Index-.506. (L/712) Maximum Total Load Deflection of .978" (1-0), Index-.529, (L/454) RECOMMENDED CAMBER: .53" REV 5-1-93 (WIND) k&,r, C1_1 CLARY DIVISION PLATE TYPE: D.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 37'0" H-11 SPEC T-13 ALPINE ENGINEERED PRODUCTS Inc V2000 2-0-0 LL TC 30 2X4 #2 Ds SP ENO. FOR: TRUE TRUSS INC - SOS seol S. GSW PKWY. BC LUMBER PROJECT: CENTEX 3705 B DATE: I Feb 1993 GRAND PRAIRIE. TX 75051 7.0 DL Tc 7 2X5 #1 Ds SP LAYOUT ID: F19 C. (214) 650-3940 I'LAtt REA: INFUR-ST—L LL BC 0 WEBS 898 OL BC 10 2X4 03 SP ADDRESS: SCAL MEMBER TRUSS PLATE INSTITUTE 33,33 TOTAL 47 EXCEPT AS MAY BE NOTED 116E: R i� MSS X592 . CENH °n+�g'T'dex 9� rtRU S iNC a eng��tr es seal tet 4?1 and ie. Gha4 The Sta to - '[R t Darned a� th�asisla dsign only got the psolec aidan�e f tis s4eclficati°ns Dsibility, ,far each con14° ate a list o Bering Gha4tet 21K. betyDee of Oro fessianal engem Re lation e numbers listed e art�eDt ofofession sheet indicates acce4 D 4 gales of the v1an OAZE BER DRAWIN 907 5a7 06-23'1494 USR�Z �+x . 41 F w= rf'jf'���`S�L{,}„`• �""rte~` AR to \\ Job:4940592-1-Centex Homes Inc SELVA 961 / T50 17'5' COMMON THIS OWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. r TOP CHORD 2 x 4 SP #2 N PROVIDE CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP #2 N MWFRS UPLIFT (LB): 240 240 WEBS 2x4 SP #3 BEARING LOC. (FT): 0.00 17.12 TRUSS DESIGNED FOR 100.00 MPH WIN0,"* 15.00 FT ABOVE GROUND m WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) . v TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. 1991 STANDARD BUILDING CODE. ENCLOSED OR FULLY OPEN BUILDING. w fU A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. LO 1, v A 03 V C4X4 C2X4 C2X4 _ C3X4 (A1) 3X4(Al) 4.3 8-8-8 8-8-8 -4- 17-5-011-4-01 17'5" OVER 2 SUPPORTS R=720# W=3"8 R=720# W=3"8 Seq: 24641 PLT. TYP.- CLARY-V2 N CRIT TP F - Rev 17.2 SCALE = 0.3750 **IMPORTANT** CLARY DIVISION OF ALPINE WARNING TRUSSES PEOUIRE EXTREME CARE TC LL 20 .0 PSF REF 8732--88487 SHALL NOT BE RESPONS18LE FOR IN HANDLING, ERECTION AND O.LC ARY DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN TC OL 7.0 PSF DATE 06/23/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH GST83 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BAACING AE CLARY CONNECTORS APE MADE OF 200A GALV. STEEL MEETING ASTM GUIREMENTS. UNLESS OTHERWISE INDICATED. TOP BC OL 10 .0 PSF DRW USR732 94174587 iv ie ton at AlR the A446 GR 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER Enpi....P P-.-t.. Inc TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD BC LL 0 .0 PSF BY: SOS CONNECTORS PER DRAWINGS 130. ISO G ISOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED 131GIC CEILING --SEE TOT.LO. 3 7.O PSF 1801 S. Great SOUChwB9t Pkwy. CONFORM M/APPLICABLE PROVISIONS OF NOS 0 TPI. AN ENGINEER'S TECHNICAL UPDATE (7/1/91) FDR SUOSESTEO Grand Prairie. TX 75051 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS DUR.FAC. 1 .2rJ (2 14) 660-3940 IN ONLY, ANO SMALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. •--TPL TRUSS PLATE INSTITUTE. NDS- 199t NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTIONSPACING 24.0" TRUE TRUSS, INC. 1041 1 Alta Orive Jacksonville. Florida 32226 TRUE TRUSS (904) 757-7500 FAX (904) 757-7336 April 2 , 1993 To: Builder, Truss Erector, and Building Inspector: The attached sheets provide Engineer Sealed Specification's for: 1. ) A typical Garage Door Header where the Trusses bearing on it are Gable Trusses. 2. ) A typical Garage Door Header where the Trusses bearing on it are Hip Trusses. 3 . ) "Hat" detail where due to height the Trusses are to be Capped. This Design meets 'Wind Speed Requirements up to 110 mph. 4 . ) "L" or "T" Bracing used in lieu of Lateral Bracing. 5. ) Gable End Bracing. This Design meets Wind Speed Requirements up to 110 mph. These specification's are provided with all Truss Specification's in order to meet most general conditions. They may or may not be applicable to the Trusses being installed on a specific job. If in doubt as to the Application of these Specification's , contact True Truss, Inc. at�(.1904) 757-7500. l — QUALITY TRUSSES AT AFFORDABLE PRICES — -TVIUSS SpECir-JCATIOtAS FOR Mast These speclticatIons are ro�ect named above. Ineer whose seal is s of the Florida Department of s eclticat{ons torthe charge of the Pruless{onal Er'9 red under Stat to Chapter 471 and R listed below are elnst of truss p The numbers with Florida hex sheet in accordance e attached heilnh and have 21H allixed on this u{atton Chapter .� protesslonal Reg "la" 1 of 2 10 h 2 10 1 2 0 of �. �r i�clic♦ A, i` `1r. ir',� t I 1 1 t ♦ 1 t 1) Wle£R SHALL $t of INC SKCIFItO NTNINUN GRADES. 5) CONICOOP PLATES SHALL Of NESTALLCO SVw4VRIC4LV p1 $1 TNIS OCSIGH IS APPLICX5t6 10 SHOAICA SPNI TRUSSES OF i7} $0MIS. Aub NAAINUN N01SAAE tprlENt, 04 SUCH THAT TNt JOINT. 36EM11CAL LOADDIO 410 COIIFI6tAATION, 141 114SIALLATI IS 0/ Nl Graf ALLOVMLI STRESS VALUES. AI-L VALUES U$tO 6) 100 CNCAD SPLICES AM NOT PECOw/ENOtD TQ OWA 101 111E TG0 C116A0 SHALL be LATEPALLV 6PACCO CIINCA a,3/8. Ttw4w%AAY 5PAC046 I;"__ fop OM411 ANC SASCO dI 111C LAICST COITION OF IK NA• 01AtCILY ASOVC A 60ITON CHOW SPLICE. WI0.1 SKAtNiP6 OA OAA014 NENKAS SrALEO A! 3'-0' O,C. CUWnENt TPI SAAC114 N6 COMA— ._ tip.At OCSION STANDARDS PUk ISKO 6Y l.E NATIONAL 71 V-7000 APPROVAL NU1ft t$IC 1342, f11A ICO 2014, SACC I4Al.1. 451 1.11 OEStW MOO" TO CUAAHCIIT 101 OC SIGN fOAESI PAOOUCIf ASSOCIATION. 72QT, 00CA FILE 66-12e I11 INE MOWN C"M SHALL et LAtCHALLY 6ti0CCO 1111[A BV MNS$04 KIAL Pt AIE tuccclfo wm)"SES u0 21 1HIS DESIt4I IS$ASCO ON CLARY COA+4CIOR PLATES 014-Y, O) TNIS TRUSS NO KIM OCSISKO FOA THE LUAOI14 WON 1/2'WiN,) DNYSALL OA 6AAC1tW NENGLAS S&ACCO At 101'0' QuatllY SIM&A"FOA 1AUSSCS. 31 Lp FrE Lf OA Pt AttS Si2E2 AfE OA SCO ON AXIAL FOACES ONLV. ON THIS ORASINO. INSTALLA1100 A10 USE $HALL C&JFOAN O.0 INAT.), 161 +10 MENDEN OF 111E IAUSS NAV 6E CUT CA NbOifl£O IN A+n N.Y, AI C09400A PLACE STIES APE OIVCN 90 00. 0111;Y 0 DEQ. wi1N THIS OE5ION. 121 63 11JOIC41ES BEAA110 LOCATION. .11% (YC* 6.110.17). -Odd Heb Length Maximum deflection occurred at Dottom joint M5. -CONFIGURATION & LOADING SPECIFIED BY FABRICATOR, -Plate turned 90 deg. Maximum Live Load Deflection of .i9', Index-.335, (L/1072) -PLATE TOOTH VALUE REDUCED BY 15%. P-Typical Panel Maximum Total Load Deflection of .261% Index-,307. (L/781) -HORIt. STRONGBACKS PER PCT-80 SECTION 800 REO. Total quantity of trusses - i 110 PLF 1 In In to to to In to In :x to m m m Ery v C0 If) V to to In m 4 Tn R =l0i6 In R-1015 13.51 13.5} 16-1�2 TP-29.5 10 PLF MIS TRUSS ANALYZED WITH PPSA3 j ORCES (Left-to Right) OP -1275 -2950 -3850 -4033 -3489 -2209 0 L EBS -1009 1529 -1322 820 -780 371 -333 -98 137 -559 596 -1041 1087 -1629 -104 OT 0 2309 3560 4110 3926 3023 1359 nivi$lan�QE PLATE TYPE: O.C. SPACING LOADING tPSFj TC LUueER2-4X2 f2 Os SP DESCRIPTION 16r 11-3/4- GARAGE HEADER "`j � �OuCT$ Int v-2000 2_0_0 40 R 0 LL TCl0 9C LUMBER 1-02 z#2 OS SP ENG. FOR: ENO e INC. FOR 514 LCL To 0 x<es DATX06 TRUE TRUSS INC. SORCE Program L—f SC 4x2 tt3 SP PROJECT: • SC ri5 cvrcaY Aa uav ac unTcn MASTER - OCT 1992 LU.SIk SMALL it to 1.1E PtCIFIED MINIMUM GAAOES. 61 40I0KCIOA OLIVES SMALL III 1141TALLEO SIONAIAICALLr ON 91 INTS DES1W is AAKICAKC TO SHORItR SPA1S ..e_ SPECIES. A14 MAPIM.N MOISJtf CONSENT, OR SUCH THAI lot.4110, 101"liCAL LOAOIN6 Ale COSY IDURAT141, IS W Mi WO ALLOWAstt StktSS VALUES. ALL VALUES USED $1 TOP CNOAO tPLICtS AAL NOT AECOrr4ENWO,TO OCCLN 101 IMt ICO bi4PO SMALL AS LATIOALLY AAACED Eliot#sY 3I4' SOA O($!6M AAE IISED TIM Int LAICSI (Olt10N W THE MA- DIAECTLV AiOVE A WTTW 0414 SPLICE. TWIN.) SIdAIHt NG OR sPAC114 NENstA$SPACED At 3'•0'O.C. CutWtN1 .. JIO+IAL DESIGN STAr4AAOS"Llwa by lot NATIONAL 7) V-1000 APPROVAL RAWAS USC 2341, fnA its 2014, SACC 190.1. 761 THIS DESIGN CW..,. t OACST PAOAUCTS ASSOC)At)ON. 7265. LOCA Fltt s$-126 11) 1*4 6DTIOM CNOt4 SMALL OE LAtEAALLY IAACEO(lhtA$Y 11*4 FOR METAL RAJ(w.._ 11 IMIS AESIWI 1$$ASEO TNI CLAAY COPPIECTOR KATI$ONLY. s) THIS TAUS$NAS$EtM DESIGNED FCA THE LOAOINS SHOWN In'MSM.) MYNA" DR 1IAACIl4 NEMIEa$SPACED AT 30'•0• OVALITY SIANDAAOS POR TAUSUS. 3) WIC00A RATtS MM AI4 SAW 01 AX141,FOAM OiV. Of THIS ORANENB. IN$TALLAIION AND USE&HALL WORM O.0 040.1. 161 14 Nt4$EA OF In[ IOUs$NAV$E CUT W AMOtr l,. At C01001004 PLXI( SMS AAE 61VIN 2O DEO. AXIS IV 0 NO. NIT"IN7$DE$IOI, $21 ® 1141CAIES KARI14 LOCATION. ASIS IVtk, SV MOATS I. ==O= -Odd Web Length Maximum deflection occurred 6.72' from the left end of bottom panel #4. -CONFIGURATION & LOADING SPECIFIED BY FABRICATOR. -Plate turned 90 deg. Maximum give Load Deflection Of .234'. Index;.414, (L/871) -PLATE TOOTH VALUE REDUCED BY 15%. PoTypical Panel maximum Total load Deflection of 322% Index-.379, (L/633) -NORIZ. STRONGBACXS PER PCT-60 SECTION 600 RED. Total quantity of trusses - i 175 PLF X X X * xc X 0) Ln LO In M in M in M In ID IIS rn X X X x x X x x X x X X x Lfl 1U in CU us CU tin N In tU In CU IO 14* � h li? t0 h t7) T- X x x x xIn Ul In to In x R=1568 In 1X R=1568 13,51 (3.51 16-11-12 TP-31` PLF HIS TRUSS ANALYZED WITH PPSA3 ORCES (Left to Right) OP -2280_-2280 -5162 -5182 -6617 •6617 -6617 -6617 -5182 -5182 -2280 -2280 EBS -1533 2653 -249 -1975 1529 -219 -1088 645 -219 -218 -218 -219 645 -1088 -219 1529 -1975 � -249 2653 -1533 ^Y 0 3916 6083 6798 6083 3916 0 of PLATE TYPE: D.C. SPACING LOADING IPSFI TC LUxBER2-4X2 #2 DS SP DESCRIPTION 16'11-3/4' GARAGE HEADED A hff Inc V-2000 2-0-0 40 n LL TCi8 BC 1.04802_4X2 #2 DS SP ENG. FOR: EN�s BY, D DL ec 0 WEBS 4x2 TRUSS INC. Sou9CE Program Tkt. FOR ST 4x2 #3 SP OL _ PROJECT* MASTER - OAT b5 OCT 1992 'Cth EXCEPT AS NAY BE NOTED 1,Iul11tR 41.11 it tY 1,11 SR(CNAO tMAt,./ft rAt:l4S Si lll:l,i1;1(W RAi(S StMll B(NISIAi 1111 S+tA1.K I71KAI lY U11 906SnLSVIISAMIKA141 WS10n)(AVIJI)MISS($01 131 ,�✓-�NRRVIIS IA!(hµpltK,cs.•..a,pt„t.,,... �,Mi(I j 1,11)IJ 1.0,Y-1 1•YY(I UI41 I NIt 11.1 I)I1 511'II HILI 114 314:/1 lim mot t t Wt1116 AILD t:a1 R;1"Ilv1 1114iSW l Al14Y1 A1171 N(L•I WUi q:11()115S$J)yylt+l/)t Af,U 1,;.0-•,,VI:14 :. •:1 iJ11-0,v:•.;•l',:µ'.%111`.'.•1'I 6,411,1•KN01 6RIctS OR tint n(coixualln tl)wain 101114L tid,0010 5n4it 1K44 it rl CI00�.tAJ V.'111 1,).,)4 %..RM17V,;.;1 ''t',i 1.));!l!;AAv)ry 1,41,- n,N 1:11Y AW4l A till IUTA C1WOnn;J'l 0.1 IIAUIIl.f4)N0:1;1>R D1:VhtR;\01.';'1 Sl$RI'1t(1l A)Iv OC 1+01111'+11f4 MTA(NIG Apn I.XCIs,414\114%•+NY.Y IMAl .11411, :IAU;i-11 •".141,11.)V. 114 1.Q*(*.:1 I1lNA0(11$ Uiti,11.1: 114'1(ANIA MCC IIAA%1 4111104 ill SM1Y,I 0.•414N,1y 1001ttlN•:I It71y 54.7 yry.;N NiI 100';I,Ht•.4'N w040414'1 ?.) N•7J11111140 If11111N111AA t:lR1NJ S16w10t IL)tlutlr AlLIC)nt11Ka UY 11YfY1.11 LRILI ft4t( UYRH C!(t)1'A+tR I;LIJ:.IJ A'•!) 2111vj14'J.lt1,t)'e�!111A')11:1Y 1:.:11'A11f 1t t1 All%I.'N1 4,1.1w.;IIN1SS HAS bfII)fYSN'AAD 1(441101(111WR;S14C1n1 1.7'11.111 I WIVIAI 1 IW RIW,:AK,LY MIN US N1At'(U M 100' 1311AAd'/WIAWK4 ltIR lRlKS(S 11(:1###101%Ill A:(C;A;I$44f NA'({}1111 ?lAl 1114 t' s.;, 1Y)(441$0RA"43 1151At1 AIV- 4 A1N)IN SIIAi t Gull ONO OC IRtAk 1 � tsl/A,W L4NItJ{144)14Nj5 LUY e((;1((CY1 LI 44111 U JI R'it It Well Aflt4{('(ut ;,,Y<AHI'fillll+Al W1; Axl,010141: Vill”1145 IVAll 111 N11N'd115 elAn+)IG 10(J111.W YdY AXIS TVI R HY)41Yj 1 IN LIEU OF A SIN(JIM LATERAL BRAC13 A 2X4 BRACE MAY 06 USED AS SIK)'4+3N IN SECTION 5.-B. ATTACII BRUCE W171I 110D CCtt,)W NAILS AT fill O.C. . 71mBRACE WALL BE WE SAME MIDER CRADE OR 1391 m 711AN TIIB LU MER CR;AI)E OF T1IE WEB BEING BRACED. DO Nar SMIT MMM WIIESN ATTACI1 I Nb BRACE. Zx4 Wit?, MEM6Cf� SECTION B-B p 2x4 WEB MEMBER I 2x4 'L' BRACE or Zx4(( T' BRACE ltttliittt4(tII11{ 'h!( LATERAL BRACE ? S SIN ti • //'11711/IttlJlllitiLtiS� I , SEE ENGINEERED DRANINB FOR t PLATE STIES AND LOCATIONS LOADING AND STRESS DURAHN ANDCACTUAL TRUSSEUNFISURATION. nAt(Ivrt SRACN4G-OC.MAX. (OAC)NG tctume(R SEE ot:SCa IXK OPTIONAL IL' BRACE DETAIL VIVOI LO-470 C1AAaV CDtaptalaaYtaN V-1000 otic\ /rs► sc(u�,"A ENSIXEERED — -i1a'••.•.,_.,sa+.11UI11w/.1 Yom,..•,a A. „ itAc \�(f z WIS$ ORAkIT18 `"c(011. CLARY tRw er: pRt/� c1+.(N or tIA1E ARA %, ,.sit .�. a 1• LVMEP S—LI EE Of 1.4 S•RCIr1E0 rinlv+.GPAOES. 54 C}s EflOA PLAITS SHALL BE IIISIALLED S,WEIPICaLLi 1-1 IDL ALL 1C141011 C-OV-0000S ASSU.EO 10 OC CO011uO_Sl. 1P / UOICa1CS 1.a11-4 1-1[1-4 K.814 11•a r111J S•EC1E11. -10 111 NA,1rAN NOISTV-C COII(Ni. 00 TCN INA1 /.-T J01N1. PACED 0 IIIKA 2.16• 14110 PL1r000 SKA/N114. 1/2• 141 113fIALLATICPI NO E--EC1I011 Of IK 1w.,SS. SEC..0410. u0 IS Of wIWP ALLC•19 E SIPESf:.LKS. A"V:LUES USED M Iry CnOPO SPLICES AK 1101 110001/E110ED TO OCCUR 1"114 OPYPALL OR 6P.C114 KNOTPS $SACCO f0' e.g. Waal. 19100•AP1 so-CINE S."D 6t Dp-E 114.Ccon.1-CC •Itw to-DCSItWI APC SASCO 1-1 114 LA1CS1 COITIpM Of TK NA- DIPECTLY A601C A BOTTOM CNOrO SPLICC. UIICfS 14110 OI.CPWISC. C~T IPI DPaC1N0 AIO CKCTIO"FV6LICATIOts. 116u1 OCS1G1 STNCAPOS ►J6LISKD IT 114 IMATIDNAL 71 T•8000 APPPOYAL I6P16E--S: WC 2242. Int ICO 2014. SSCC fl) ALL CON►PCSSION C"OP0 1EN61PS ASSWCO IO BE CONTIt4J0VSLII5) 1.15 OCS10N COWOPNS 10 CURK"I 10t OCSIN/SvCCIFICA- rontfl P6000C1f ASSOCIATIOI, last. DOCA FILE 66-125 DPKEO DY EIIK6 2/6• ININ.) PLTAOOD DKATN114. 1/2• 1104 f06 KIAL PLA1t C01/ECIED 0000 TPVSSCS A10 ZI INIS OCSIVI 1S BASED III CLAS'r CO+ECION PLATES 0110. 01 INIS 16`JSS NAS DEt"OCSIGnCO►ON TK LOAC114 S040-/1 ININ•1 014'11ALL ON D6ACIN6"C"KaS $SACCO AT 16• G.C. OUALITT STA10A102 FDA ISVSSES. 11 COACCIp 0.AtEf SETS APE $&SEC OI AVIAL f06tES OL1. 01 INIS 06ASIIO. INSTALLA11011 NO USE 'SMALL COfpM )NAS). U14LESS"OPEC OtKAPISE. 161 NO AE111PE6 Of 114 IwvSS NAT 6f NI Oa N001r1E0 IN un ..1. 11 COAECIOP PLACE SIZES AK CALLED OJT 6101N (ACOOS$ SLOTS) DI1N THIS OESIOI 121 ® 1/O1CAIES K06110 LOCATIOI. 171 SPECIAL NAIOLINO CAIS SNOULO 6f TAatll"114 SN1a114 .110 •, L114Iw -.1a4 SLOTS) u0 Id! O--TEI-tAIION Of TK 1) THIS DCSKIM 19 APPLICABLE 10 SnOPTTP SPAN 1PVSSCS OF EKCIION Cr 1M45CS KE 1416.1/ rDP PECO.C10A1161.S Zr citt Ly11s Irf DIPFC11clo Cf 1.! PLATE L(IyjTn IN-TILL 10AOI14 NO gDWICLOA71MI — - -- L-BRACE TABLE BUILDING TYPE: ENCLOSED RESIDENTIAL MODEL CODE: jANDARD BUILDING (SBCCI 1991) MAX. WEB WIND SPEED: 10 MPH SIZE/GRADE LENGTH MEAN ROOF HE GHT: 301 L-BRACE (SEE TABLE) Z(4 #3 SP 61911 GABLE NOTES: 2X4 WEB - THIS DRAWING IS VALID FOR TRUSS PITCH UP TO 12 IN 12, AND 2X4 #2 N SP 865" MAXIMUM HEIGHT AS SHOWN. 2X6 #2 N SP 10'3" - LOADING ASSUMES A TRUSS SPACED 24" FROM ONE FACE OF GABLE AND EMAXIMUM OVERHANG PAST GABLE OF 16" OPPOSITE FACE. FOR 118PLFMAXIMUMRLATERAL LOADING. FIELDTCONNECTTIIONSIBYHRAM SECTION A-A OTHERS. - BOTTOM EDGE OF GABLE MUST BE CONNECTED TO WALL/DIAPHRAM FOR 218 PLF MAXIMUM LATERAL LOADING AND 120 PLF VERTICAL UPLIFT 3", TYP. LOADING. FIELD CONNECTIONS BY OTHERS. 24" O.C., TSP. - "L" BRACING MUST BE INSTALLED ON ALL WEBS LONGER THAN 3'7" IN BRACEHJOSEDGL-BRACE OFAWEBTWITH 16d CIOMMONRRAILSFSPACED.ATT3"O.C. I2 QLENGTH, MAXIMUMA). BRACE LENGTH MAY BE 6" SHORTER THAN WEB 12,MAX.p 5y,5 -k NET WIND PRESSURES BASED ON DEAD LOADS SHOWN BELOW. 10'1011 MAX. > OFP PANE( , ry '. Sp4�CF 3X5 "" ' Tr 3X5 L-BRACE ON WEBS LONGER THAN 3'7", TYP. (SEE TABLE) 24", MAX. 5 J ... Fir— TRUSS MUST HAVE CONTINUOUS BEARING. * : "()046138 IST A [ R ARY AIYIS30N PLATE TYPE: O.C. SPACING LOADING IPSF) TC LUMBER TRUSS: LIBRAR �/ L IL Otis. F •LPiNE ENGINEERED PRODUCTS Inc V-2000 LL TC 30 2X4 f2 N SP ENG. FDR: TRUE TRUSS — IIe03 Soot S. OSx PKI(Y, BC LUMBER PROJECT: DATE: 31 Mar 1993 ARANO PRAIRIE, Tx 75051 7.1 OL TC 15"7 2X4 02 N SP LAYOUT 10. ( OF (2141 660-7940 LL BC 0 REBS DL SO 10 2X4 13 SP ADDRESS: SCAt_E: I•E 118ER TgllS$ PLATE iN5T7TUTE AA ♦nv.. /7 HAT DETAILS HAT NOTES: TC LU•6EP.: 2X4 *2 SP A. BP.ACE FLAT TOP OF SUPPORT TRUSS R1Tk -2X4 CONT14J0<JS LATER& BRACiIG. AT BC LU-EER: 2X4 e2 SP 24' O.C. SPACHG. ATTACHED TO TOP 12 SIDE OF TOP CHORD WITH 2-16d MALS I4 y+1:BS: 2Y.4 *3 5P 3X55X5 EACH TPUSS. OR 2 TO 12 •1X4 CO4Tt•lJOUS LATERAL BP.ACI4G. i.T 24' O.C. ATTAO-ED TO BOTTOM SDE 5X5 ' EAC EACH TRUSS. BOTTOM CHORD OF HAT TPUSS MUST PEST OP.ECTLY 014 TOP CHORD OF SUPPORT TPUSS (NO GAP). -SECUPE EARS OF LATERAL BRAC1 JG TO 3Y.5 %,��. VERTICAL WEB -�O� R RTU TSS MUST BE ANALYZED FOP. SEE NOTE C. 24. O.C. TOP CHORD BP.ACI4G. SEE GEIJEP.AI- NOTE I. B. SECURE HAT 1I PLU'B POSITION AJ D ALG,I IT WITH SUPPORT TRUSS BELOW BEFORE APPLYNG ROOF SHEATHIIG. 4-0 0. HAX. 2-0- C. VERTICAL WEB: -SPACi4G IS 4'0' O.C1MX_ -WEBS LONGER THAN 7'9' PEOU?E BRACi'IG: -01-JE POW OF D(4 e2 SPB OR BTR.. COtIT14000S LATERAL BRACIIG 3X5ATTACHED P,1TH 2-8d COI1•1014IIP.LS 2X3. TYP. PER TPUSS. OP -1X4 •2 SPS T-BPACE. SAME LEi1GTH AS VERTICAL Y+'EB. ATTACHED �YITH 8d COI-IVJ IIALS AT 5. O,_ D. ATTACH HAT TO SI PPORT TPUSS ti'1TH 13' 9999 . 9999. . 9999. . 9999 LENGTH GUSSETS. EACH FACE. SPACED AT 4'0' O.C. MAX_ 1-1•iI4JI HEIGHT OF GUSSET SHALL GO FPOM TOP OF HAT'S BOTTOM CHORD TO BOTTOM OF SLFPOPT GUSSETS, SEE 140TE D. TPUSS' TOP CHOP,D. GUSSETS SHALL 2E 1 2' APA FATED 32/16 EXPOSURE I PLYWOOD. OP SUPPORT TRI-55 BP/%CI4G FOP, SUPPORT, SEE NOTE A. 7/1, APA STP,UCTLFAL RATED OSB. ATTACHED TO EACH FACE WITH Ad CCM 1014 MALS AT 6' O.C. THPOUG>HOUT. E. BULDI•IG TYPE: ENCLOSED P.ESDENTLAL -DESKN CODE - STMDARD BULDI IGrh?B8).. -IIJIJD SPEED - 10 MPH 00 6 .* t EAI I HEIGHT 31 FEET �� • 1 1 >Rev 4.4-/973 /FLS n t«It KtitN If VP11040.t to%./Aro+PAN I*AK%or IKNgtal leaelNe TC LL PSF OB• 15830 v, I3 �• NERAL NOTES: am rro«ots,ON wileuuttor. 30 /fJfltltltri\tit� n llr.eER%«N.l t 7 rK so'ur's r1Nr«w slues. PEeres, aw IK NalltrW u4 Ill ttNsta t/a«0 Ktlfril Attneeo h K tONt,HAIAIt M+aL[D 1t[I1,atN C ARY MIMME t01rENL a st$«IPA t%a«Ie«t«alleragt title vllts.all e/R• Irt+e +lW000 p"INI16. /n• 04114 O+Ilrall a welNo K«K4O TC OL 7 OR 15 PSF GATE 23 R 1993 a11a+VWAS tette 4Nt 8AU1 ON t«t t4ltsr toluol a tK ratle+*L K%10N Parte to'e••.s,euxl, token mite 1111KNl%C. trtaruula to*rico toelti flow sr IK r4tlaul?stet a+lootet%usot. lu 4ll ewoeteelON C+oAO KNKM ae%tKo u K COMIMovllt$Mae 91 tt1Ke to t«I%OE%1iN It Nit1 a mast N4etro*Rlits e«lr. vR' MtN.I /lNeae RK4/NtNR 1/1• INIr.1 eMr4ll a e«aEtli KNKa6 BC OL 10 PSF ORH 1 OF 1 T tOKtta Kattt*Illi aft t4%Et W AIM tPCt%Kt. P&M is t%'*.a. fma, tmt%s waste e1K+Mlet. . ciao.«,r ata/ 1 11 j4l�c'taietilut sent aK olio wr et rims uc++oss aew ase uwt« "I a+IN Cita ua+N.loraµt4t K«ip 1194*101.4 BC LL 0 PSF -ENG GMT I N Iw..r.1 1'.IK I.. Iwt. 1. ti to,/ccia?hitt will K t.Siatl[e P-REVOltaLlt ON AtNtt. sen+tact%. to t+slawtic"I+o totcrioN a t+e MAL ellNal 01f. Awa u"PONAMI MC 1.R 47 OR 55 lioi S. f+re%t soNtnrest Pk.y. rot aow sola+MUM tearc«teo iR seam 11/44?4Revt s.o1Le K eN 4we'"+ o rem of lot tri N cocci awa tstena attl*t4. TOT.LD. PSF Y• a It"4 C."l" %R�a. ,ti t«n stsrw tM"M re 55%AN V. elil%r t+4tatcatru Grano pr11P3t, tx 75051 n '.tt*t jilI ll+4M(y: int tea rw tit»tt tett Ins Rota K•tri. KIK tOtectte pet t*usin ua eualits%raawaot 1`0101=71 ' !/ n ins+tics w%esN Ksracs as i.t teaorls t++t+N oN I++I%earns. ra w K*ets or m"AM Nur K tYl a Noolriss IN awr I DUR.FAC. :2141 660-)9�0 1.11Ml42le«uo IK t«+ll COWW l sir«INn KsliN. 33 in f+Ectat NUOLIM CaK colts K 119tH.Kt +ar47ll+i :waralt.neN at*Iran«/. +teRlter+latltM a.e/.?Isms+• MIR-91 r tot. t:PArmr. N MEMBER OF tIE 7R15S PIaIE UKtItUtE itPtl. JACK DETAIL TOP CIIORO 2X11 SO. PIIIE 92 It. EXCEPT AS SHOWH (•o• ) _ N2 IIIP OR Connor+ TRUSS BOT CIIORO 2X11 SO. PINE 112 H •s (3) IGO TOEGO NAILS, i WEBS 2X4 SO. PINE 13 2' TYP. PROVIDE UPLIFT CONNECTIONS AT UEnRINGS AS INDICATED. 88. OPIIOHRL OVERHANG NI HIP TRUSS UPLIFT : 3501 2081 ORG LOC: I ff UPLIFT BASED 011 10.0 PSF TOTAL UE110 LOAD. WIND 7' J3 SPEE01110 MPH. MEAN HCT117.5 FT. ENCLOSED, (SBC) UIND ANALYSIS ALSO COMPLIES 91111 SOUTH FLORIDA BUILDING CODE FOR 120 MP11 nit0 38.8 FT. MEAN HEIGHT. 5, 711 FT PROVIDE UPLIFT CbuNECTIOIIS AT DEARINCS AS INDICATED. J2 UPLIFT : 5801 4301 DRG LOC: / •t UPLIFT BASED OII 10.0 PSF TOTAL DEAD LOAD. WIND 3' JI SPEEDr120 MPII. MEAN IIGTs22.6 FT. ENCLOSED, (SBC) , 11 2 J3 J4 ill J4 WIND ANALYSIS ALSO COMPLIES WIT11 SOUTH FLORIDA BUILOING CODE 1 FOR 12a MPH nI1D 38.8 F1. MEnH HEIGIIT. _ FI IPJACK TOP CIIORD LUMBER CRADE ( •++ ) L MAX. 140RMRL MAX. HIPJRCK SOFFIT UEICHT �•+*-F+-i 3'� 5'-»-1 7'--i 2' -i OVERIIAIIG OVERHANG1' TYP, LE14CTH LENCT11 2 PSF 10 PSF ����\�11S11i11i1f11j�� 0-00-00 0-80-00 12 N 112 N •'\1F1• I-06-00 2-01-87 12 H 12 N �� Q'• I-09-00 2-OS-11 12 12 DENSE 2-00-00 2-09-15 11 NI DENSE 3 a8� TO �S 4.60 .+ 3X4 ' 2X3 ++ OR * * * + 3X4, SIMPSON iHJA2G + 3X4 nRY eE USED �***� 3'--moi s'-�'1 7�•-H • 9-10-13 OVER 2 SUPPORTS _ R•4631 Us 3.50• RIG521 Us 3.50" END RND CORNER JnCKs 1111'JnCK i GENERAL NOTES' n 1..1s KS1W 1s 1NL1[.0.[ Is s.0-ItH'Pill 1NAs[f s► 'VINIC.,1"0119 TC LL 30.00 PSF JOB: 16431 8.0 1MQrQNt10.11L CO+f144041 04. 11 LWK.s...LL K w lK'P[CIrIES NtNIAM WKS. SKfICS. L.o»s NL3t.LM 181 KL 1LMs1o100-o KHSEs4 LsA-CO is K co"IM16115L1 1MC[►of tltK- TC OL 7 OR 15 PSF DATE 04/26/93 O- CL. ARY W ISIN CwT[M. a RICH ImAl IS M P10 t%& 01NLt sI.ESS 1.LIES.ALL 3/4' 61t10 aLw/N sK/lrir6. 1M• bit" o-1..LL ON @KIK K.K-s otflw lttt[f VSto-Pt 80X8 M/K U1CfT 101114H OF iK H.t10 ML KSISN 'PK[0 1+'s'..t.wA. Wtis IOlto PKMIS[. at I1"Islrottslwois SAKO WCa AIio icialPLAIIS 4.w Re•css►Hoaca asoc, 111 vs Vii in I FLLT-00ot�f.cCA1.1ti./i/i'[loin IKom"ALL 0•.9.Acf,,4 nEwif'Ks BC OL 10 PSF OAN 1 OF 1 31 Ce.. clan harts slrts Mt Pato oN 181.L Wets aa1. S-.Cco At Is'4..t. Iwn• W[as Nolto ol-c-1st. 1....ew.. "".4 .1 MOW"sL.st Stlts.••c CgLls at at 0 11in 1.CAKS SLOW ..O Ltw1n 111 ¢ 141CIU K.P,4 tocal,s.i. -ENG ALF r"�•,.•••••'•••-•••. 1^t K04 to1s1. 131.•. ,040IC11[S LLR-1L OAKII4 Nt.o1EH flit NtN.1 BC LL PSF 51 C&SECIOX PAIRS Iwtt K 04161.LQ Srm.CINIC/al1 w JOINIV 001"1.C15. 141 641.LLSItw 40 tow lie"or n[1.Vs. rt.••••n.r, up Itwv..-1 a.LtI.4 47 OR 55 1601 S. Grf#t sovinHHt PkN N =C..oPo'PIICIs•••E 141►CCON.CIMES,to KCL../11CC1L1 11104 1"o,"S K iN Kp10.N[[all-C180•LN7 101 MKI4..a t-tt1)O,c-ntN1r. TOT.LD. PSF Y• .So1w t•to-e s•LIct. 131 I-Is Ksiv 0006"to cwmcNR Rat O[siw VICIIIC.104►P HC1Y 6-6 PPilrlt. Tit 75051 It r•2a88 i►►H•r1l.8aacat TSC 3341. r...Ice 2814. I=Int. OK.as-las. R.it geturt6 X00 10Msscs lq o1H1111 St.sO..c.s vs.$^Msts. As I-It 1-141 w1 KM KS1"all ION 1"Ls1o1Ns S.D."w 1.1/6•••014. su YK±KB�1w�!1Yst Na•1 st[LII a reen3t/3�w1.a� OI1R.FAC. 1.33 n I 1 1 12141 660-3240 1-Llwyrlw"IA[B..MI~10M.11. rn1-$1.. -• ' .• •• •• Fu $10.no APPLICATIM FOR WELL PE UT CM OF ATLANTIC WAM PROPERTY OWER MMM: Day phone ZW-yi-5 � Address c APPLICANT, IF aMM TNAN aMM Name: Day Rnorie Address: G? l O s�..�,�. 1�� lc_ �G�t zip-3 2- JOB JOB Address or Location-. /57 71 Legal Description: Is well to be used for drinking purposes? 11-1-L Any person, individual, corporation or other entity receiving a permit as provided in Section 22-40 of the Atlantic Beach Code, and who plans to use water from the permitted well for drinking purposes, must first obtain a bacteriological test report from.the State of Florida Health Department furnishing a certified copy thereof to the building department of the City of Atlantic Beach. A certificate of occupancy will not be issued until said report is on file with the building department. Department Notes: I agree to caroly with regulations stated herein: i Mte r JOU:.(9405&7,;-Centex Homes Inc SELVA 96) / T50 17'5' COMMON THIS OWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP M2 N PROVIDE CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP #2 N MWFRS UPLIFT (LB): 240 240 WEBS 2x4 SP #3 BEARING LOC. (FT) : 0.00 17.12 w TRUSS DESIGNED FOR 100.00 MPH WIND.•415.00 FT ABOVE GROUND 33 WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) . v TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. 1991 STANDARD BUILDING CODE. ENCLOSED OR FULLY OPEN BUILDING. w fU A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. A v cn In e v a C4X4 C2X4 C2X4 6 G,- _ C3X4 (A1) C3X4 (A1) 4'3 8-8-8 -. 8-8-8 I 13-4-d1 17-5-0 }- 17'5" OVER 2 SUPPORTS R=720# W=3"8 R=720# W=3"8 Seq: 24641 PLT. TYP.— CLARY—V2 N CRIT TP F — Rev 17.2' S ALE = 0.375 ,*IMPORTANT** CLARY OIVISIDN OF ALPINEW A RN I NGTRu9SES REGUIRE EXTREME CARE TC LL 20 .0 PSF REF R732--88487 SHALL NOT BE RESPONSIfLE FOR LN HANDLING. ERECTION AND C L A R Y DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIS-9t BY TPI. SEE THIS DESIGN TC OL 7.0 PSF DATE 06/23/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTSB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE CLARY CONNECTORS ARE MADE OF 200A GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP BC OL 10 .0 PSF DPW USA732 94174587 A Olein .1 Atom' A446 OR B EXCEPT AS NOTED, APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER EnOlg....P orou�cts, I- TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LL 0 .0 PSF BY: 5 D S CONNECTORS PER DRAWINGS 130. 150 & 16OA-F, DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE 1801 S. Great Southwest Pkwy. CONFORM W/APPLICABLE PROVISIONS OF NOS& TPI. AN ENGINEER'S TECHNICAL UPDATE l7/t/911 FOR SUGGESTED TOT.LD. 37.0 PSF ^ Grand Prairie. TX 75051 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS DUR.FAC. 1 .25 1214) 660-394p IN ONLY, AND SHALL NOT BE RELIEO UPON IN ANY OTHER WAY. I DESIGN TO THE TRUSS ERECTION CONTRACTOR. i--lPL TRU54 POD LATE INSTITUTE. NOS- 1991 NATIONAL DESIGN SPECIFICATION FOR WOCONSTRUCTION P A N 24.0" CITY OF M SEMINOLE ROAD ATLANTIC BEACH,FLORIDA 32233-SU5 TELEPHONE(904)247-SSW FAX(904)247-S805 NOTICE TO: Nater Department FROM: Building Department DATE: / /- /C � Y _ 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 �Sincer lI, Building Department Tatt-firate of Mccupang (situ of Atlantic Near# — Nloriba 19partment of 'Nutiding Insp erxton 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 " "�_E t?.5 t '.' i3 Bldg.Permit No. Y' Group s 'xrt Type Construction 5� Fire District Fi Owner of Building E s t a*L c-Address Building Address ` ' L}a �_`"'C Locality ��i "f s x" I C x-9 3"'33 I i � By Building OfficialDate: POST IN A CONSPICUOUS PLACE 1JO.� 1 ? '94 08:51 FR CEIJTE:>' HOf1ES 904 296 3610 TO 2475915 MAP SHOWING BOUNDARY SURVEY OF /a /47 C.7T.Sr ,9i .09640 ov AS SHOWN ON MAP OF A5 RECORDED IN PLAT BOOK _ 7 PAGES OF THE CURRENT PUBLIC RECORDS OF DUVAL CO.. FLA. FOR. Cely1'cX' .4"40AOAT3 r-Ak 4gl;rioA,/ NOTE; BEARINGS SHOWN HEREON ARE BASED ON THE ABOVE MENTIONED PIAT. moFT ,5 •ar7�A E'Lc9W44 17"C'A570 its $a' @lUNT-dF.OVAV) 704tJF'r4f" /. -,fid.4D/ "I J.G. 'y .P• 14) /ra ?i `; R O yyom ,Gt va rav!/�.oN �• � SrdRY srrrcca l0gZ4fZ4Cfi16 a #/6 7/ 4• 9'' $�.O• q � �t 'o �? wl CD o N, raj J��.S �°S3.4 5"� - �'a,a�• V�.�—_ —� o �/7ccess Fa4 MAAVrJFNAA/CE Ni 4 H y. �1 "n a � OF ow'W'ele o q, Ve i ©APART CITY8645 , .. � pRImaRIATI1aN .. _, ..� L4CTION INPORMATIOAt Pe rm 't Number 4 9 �w Add> is 1571 LINKSILIE }DRIVE rtit Type, BUILT IO ATLANTICBEACH' PL�ORIDA 322 l off. Wok : ' NEW LEGAL. DESCRIPTION Consoons t rr t Type : WOOL) FFtA Lot: , :�96� Block. : on� Proposed Ilse SINGLE F ILY Tovnship.. RNG: 0 Lwel I irms Cade: 0, Subdivision: $ELVA. .LINKS IDE' ':, :Estimated Value*, : Total, c Amo W1,14N OF6 6 2 N94 9090; PAR 4 o; A,TIOI ~' R - APPLICATION PEZS . STATE:, $5 ti >00 A cle , .' a wI NT'`DR I 'E S¢„ T NA ImPA�` s PEE jj,�W}t {I� PLOR IDA �, P'� ' . a vs A TAP RADON GAS-H,R1 16 O 1 IF 3R ' ISN _---- - RAP6N CAB % i e EN EAL E *T �n , .� � C ' AL "- IMPROV _:. 2 .4D �%NT'DRIVE .. SE'W I SAP $-0 .00 ILIE, OSS OONNE fiI N . $35LJA1 4 TSP 54, �S C R -IMPACT FEE �. " ! X00 CONST»SUR CHARGE � {r i .4�F tet Fk { kp NOTICE—ALL GONCAEtE Ft3 mt ANO POOTINOS MU3T B tOPECT,66 BEFORE POURI,NQ. PERMIT1/OID SIX MONTHS AFTER DAT OF ISSUE, BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NO PL ACED IN PUBLIC SPACE,AND MUST BE CL AREC?UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER:, FBF ILOA I TO COMPLY WITH THE, MECHANICS' LIEN L.AW CAN RESULT IN w THE"P t FSI RTY OWN BAYING TWICE. FOR SUILI31WG IMPR©VEMENTS." }"�rr $U " AGCOODiNG TO APP"MOVED.PLA iS WHICH ARE PART OF THIS �'ERMIT AND SUBJECT TO FIEVOCATION.I"C�3.�< 1. T1 t 4F APPLICABLE,PROVISI(�NS `ATLANTIC BEACH BUILDING NTxas?IKt tett ►( : tT 5 M1,: 01 \Aea ed — G P, ooA pre r�u �6 po ?nye F�id�y NcjxE�� �em� UC Ot1 00 rma a��\ 5. Q'"�cte Foat�n9 ��\N��'� �h _,care yrs- -W5 li ��;ad G 13, ro CO n n c0 e 5a n r, N Q° O ply �y Noo G m 3 OR Oso N x � N o F N �j jN w� N 0 7 ca 9D C) y -ov �1 swim OF ! • • • " • DO NOT REMOVE THIS 108 HAS NOT BEEN COMPLETED The following addition%or corrections shall be mode before the job will be ompted It is unlawful for any Corpe-e• Contractor. Bu,+ler, or other persons, to cover or cause to be covered or.r. ow of the work with flooring, loth,00Ab or Other matenai „nt-1 the prooa ,nspKtor hos had ample h?ne to opptotre the tnstollot+on10 q�► After edditions or corrections h•-e been made, co;0or—ur L ildinp D•plrfnt•nt for en ;nspettion, field i,,spectors are -n the office from /� ,�` O CITY OF Office of Building Official REQUEST OR INSP=-,I i�! �-9lc(^ � Permit Jo. O c.</ S ✓ _ Time n/ A,M. received ' M. - Locality O,vrar's Contrae r CG'CRE T E cC7 il�At P L U:'B�fG Im,EC14ANICAL U�7ii'u _ - Rough Air Ccnd. s ming me - Rough� Fr Fco T Heating Rooiirg S ab - r Fire Pace - InsUlt..,. ._. Lima! .. r:nal - -.. ore Fab RE>`D"t FOR Tues c ! -- t i c....,-,! Cccup ncy w DATE:------------- PRE-SERVICE -v— -- —PRE-SERVICE DIVISION JACKSONVILLE ELECTRIC AUTHORITY 233 NEST DUVAL STREET JACKSONVILLE, FLORIDA 32202 THE FOLLOWING FINAL INSPECTION(S) HAVE BEEN MADE AND ARE SATISFACTORYt � 7 1 , I Z- -i .5-7L----- !�.r ��'°------------------------- ------------------------------------------------- ------------------------------------------------- ------ ------------------------------------------------- ------ ------------------------------------------------- Enclosed are the blue copies of the permits. SINCERELY, BUILDING INSPECTION DIVISION cc:FILE TRANSMITTAL DOCUMENT FOR JEA DATE: 9- The following permits have passed "rough" inspection: Permit No. Address , RAm&mxexxxxzx4txkun*=apdmuxa&xWm4mumLtm. Please update your records accordingly. Tha O A,BUILDING CLE CITY OF ATLANTIC BEACH /vcb 4r PSA•1844 9079 DEPARTMENT OF BUILDING i CITY OR ATLANTIC BEACH PIIRIIT INFORMATION ------ ----- LOCATION INFORMATION Permit Number. 9079 Add ress: 1571 LINKSIDE DRIVE Permit 'I'YF MECHANICAL ATLANTIC fBEACH, FLORIDA 32233 Class of stork. NEW LEGAL DESCRIPTION Con`str . Type: WOOD FRAME Lot: Block.. Section: . Plroposeed Use: SINGLE FAMILY Township:; RNG> +3 Di4411i.ngs: 1 Code: 0 Subdivision: $ELVA LINKSIDE Estimated Value: $0 ,00 ' It Prov. Cost: SD A t7C� Total Fees : 947 .00 " Amount, $47 .00 /14/94 Work D16 NT'RA.L HEAT AND AIR IN NEW RES IDEN'CE TION -ww APP LICATION FEES -�- PEP14 IT $47 .00 Name Add ', a DRIVE , � µK NATER IMPACT FEE S0,00 DCH, FLORIDA 21 SEW IMPACT FEE 0v'r $C3 D0 �g { g"" j ' .7 ' VA . �3., R"r'$i y'q t. Q NFORNAT I ►N ------ RADON CAS � $0.o r$ Name. D N T � AIF CAPITAL IMPROVE. E4.{�fl Add i s 149 • UN EA ROA , 6 SEER,.TAP, CRC?SS CONNECTION $0.00 License; C'AC�. Type* , D SEC N IMPACT FEE $0.00 ` CONST.SURCHARGE � SCRAROE/,ATL BCH ,t{ If matt Q s NOTES: r NOTICE —ALL CONCRETE FORMS AND FOOTINGS MUST BE INSPECTED BEFORE POURING PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOTBE PLACED IN PUBLIC SPACE,AND MUST BE r - CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TCS COMPLY WITH THE MECHANICS" LIEN LAW CAN RESULT IN THE PRO' tRTY QWNt-R PAYING TWICE FC R Buil.t?ING IMPROVE.MENTS." ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT T EC O REVOCATION FOR VIOLATION OF APPLICABLE PAQVIS16 S OF LAW. y ATLANTIC BEACH BUILDING DEP TMENT By 4114".. # �_. .. ._.�__._ , .tea '�zr-.. .. _ ,�,`�', '-• BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH ATLANTIC OCACH. FLORIDA 32233 APPLICATION FOR MECHANICAL, PERMIT CALL-IN NUMBER IMPORTANT — Applicant to complete all items in sections I. II,•III, and IV. fOF 1571 LINKSIDEDRIVE ION Slr•at Addr•u Intersecting steels: letwaan INT_95 And RAYMUnOW�G Su6•d7r;s;on SELVA LINKSIDE LOT 96 11. IDENTIFICATION — To be completed by all applicants In consideration of permit given for doing the work as described in the abcve statement we hereby agreo to p••Ic•m u;d .o•% •• e::: �e :e .;Ik the attaclijd plan% and specif;col;ons which are a part hereof and in accordance with the City of Jackw..;I's wdi^a ce% a•a of good practice listed #heroin. Name d Llachealcal Cantraclors Co•traclor (mist) MANDARIN HEAT & R Matter Name of hoperty Owner s4astrre of owaa► CENTEX rgn.fur. of at AoKariud Ag•nl Architect or Eng;neer 111. GENSLAL INFORMATION A. Type of Reefing fuel: B. IS OTHER CONSTRUCTION BEING OON[ON • Electric THIS BUILDING OR SITE YES ❑ Gas—❑ tl ❑ Natural ❑ Central Utility IF YES. GIVE NU#AeER OF CONSTRUCTION O O] PERMIT 8645 O other — specify IV. UICHANIt;,AI EQU1FA4100 TO tE INSTALLED NATURE OF WORK (Fres complete IiO of compoaeats oa back of this Wrw%) L) Residentlal or (1 Commercial ❑ Heat ❑ Space ❑ Recessed O Central O How ❑ New Building ❑ A;►Condrf;oaing: ❑ Room ❑ Control ❑ Existing Building ❑ tars System: Material Thtdaosa ❑ Replacement of existing system ma,imum capacity 1000 CAN. ❑ New Installation(No system previously installed) ❑ Ref►igaralioa 0 Extension or add-on to existing system ❑ Capl;ag foes.: capaciy91V^ ❑ Other — Specify ❑ Fire sprinUon: Number of k"& -- ❑ Elevator ❑ hlaalift ❑ Ewlater (aurwbN) 1 umber) THIS SIACE FOR OFFICE USA ONLY ❑ Gasotise pump ❑ Teat. (lumbar) Remarks O lK car%te;•••� (somber) O uafir+/pressure reset ❑ .-1.Fa Fermit Approved by Date ❑ Qtk- — Sp-ib Permit Far, LIST ALL EQUIPMENT AIR CONDITIONING AND REFRIGERATION FQUIFUENT Number Unit. DoscrlpUlon Model Number Manufacturer canaeljY A�?+�r z 4L r I �t A CVIN' OF- V t o `` BeazA- � Office of Building Official REQUEST FOR INSPECTION Date f _ Permit No. % Time 4 A.M. g'/p 6C Receivet�"" _ P. Job Ad re Lpcality Owner's Name _Contractor BUILDING CONCRETE LECTRICAL LUMBING ' h1ECti ' " Framing Footing C Rough Wiring =� our Re Roofing Slab _= Temp Pole 7 Top Out eating Insulation Lintel Final _ Sewer ire Place Pre Fab READY FOR INSPECTION Mon. Tues. hur Friday F Inspection Made _ — 5- !inspector— Final Inspection f.. C- -` Certificate of Occupancy -_ ,/ C � Date —-- ` CITY OF CITY OF Office of Building Official ! REQUEST FOR INSPECTION Date ,C �/�—�,C Permit No. _ Time / A.M. Receiv`eed+ ��/�^s ' P.M. Job Add re Locality 3 i Owner's ' Name C ContractorIP BUILDING CONCRETE ELECTRICALLU BIN MECHANICAL Framing Fooling Rough Wiring Rough A Air Cond. & F1 Re Rooting Slab Temp Pole Top Out Heating Insulation Lintel Final Sewer Fire Place I 1 Pre Fab READY FOR INSPECTION A.M. j on Tues Wed Thurs -,}FFrrii-day '� �^ P.M ���.—�Si A.M. J�'—Cx insiec�ctien f�taede 4p ctoi � _ Fined Inspection J Certificate of Occupancy OF ADDITIONS or CORRECTIONS D • NOT REMOVE 0-� JOB ADDRESS DATE T IS JOB HAS NOT BEEN COMPLETED The following additions or corrections shall be made before the job will be accepted /47 s It is unlawful for any Corp ter, Contractor, Builder, or other persons, to cover or cause to be covered, any part of the work with flooring, lath, earth or other material, until the proper inspector hos had ample time to approve the installation. � After additions or corrections have been made, call Building Department for an inspection. Field Inspectors are in the office from to Monday through Friday. PWMB NG fJ EIEC BLDG B-4 PRESS HARD-USE BAIL POINT PEN CIT'i OF Office of Buil ng Official REQUEST E INSPECTION Permit No. U ✓ 1 Time —, mss_ A.M. Received S �7S i J _P.M. Job Address Locality Name _ _ Contractor BUILDING CONCRETE ELECTRICAL PLUfABING MECHANICAL Framing Footing - Rough Wiring Rough Air Cond. & Re Roofing -' Slab Temp Pole Top Heating Insulation ❑ Lintel Final - e.ve Fire Place Pre Fab READY FOR INSPECT[ON A.MI. Mon. --Tue�`R Wed. Thurs. Friday__ P.M. !nspection Made inspector_ Inspection Certificate of Occupancy Date - t� �, CITY OF 4&400&. Q�.4-*&" Office of Building Official REQUEST FOR INSPECTION 'yf Date_ rT Permit No. Time �' A.M. Received P.M. Job Address Locality Owner's Name _ Contractor BUILDING `CQl�BE�E — ELECTRICAL PLUMBING MECHANICAL Framing ting ; Rough Winng Rough Air Cond. & Re Rooting Slab l Temp Pole Top Out Heating Insulation Intel Final Sewer Fire Place Pre Fab READY FOR INSPECTION A.M Men Tues Wed. Thurs Friday PM A hL I��>pia�tion Made itoi CT— Final Inspection Cortuficate of Occupancy CITY OF ATLANTIC BEACH, FLORIDA Approved by APPLICATION FOR ELECTRICAL-P'-KR MIT l TO THE CHIEF ELECTRICAL INSPECTOR: DATE:,_.. ` 19^,�k IMPORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, WHICH ARE A PART HEREOF, AND IN ACCORDANCE WITH THE ELECTRICAL REGULATIONS,CODES AND CITY OF ATLANTIC BEACH ORDINANCES. 1�(1 4�? c- , ELECT ICAL FIRM: MASTER ELECIflIC16N NAME.. � S`?._.ADDRESS:..; BLDG.SIZE BETWEEN: �L� S���ca L-"vVn Og RES. APT.1 ) COMM.( 1 PUBLIC,( 1 INDUS.1 1 NEW ty* OLD 1 1 REW. ADDITION 1 ) TRAILER 1 1 TEMP.1 1 SIGNS 1 1 SO.FT. SERVICE: NEW// } INCREASE( 1 REPAIR I 1 FEE CONDUCTOR SIZE a!G AMPS 50 COPPER ALUM.k �C� C OR BREAKER ` AMPS ` P 3 W 2�0 VOLT RACPVAY EXIST.SERV.SIZE AMPS PH W VOLT RACEWAY FEEDERS NO. SIZE IND. SIZE NO. SIZE , LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL 0•30 AMPS. !1.100 AMPB. SWITCHES INCANDESCENT FLUORESCENT b M.V. FIXED 0.100 AMPB. OVER 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 PNS NO. III.P. VOLTAGE PNS MISCELLANEOUS TRANSFORMERS: UNDER 600 V. OVER 600 V. NO. KVA NO. lKVA NO.NEON TRANSF. NO. VA. --jMA.--j I MOTOR SIZE SWITCH FLASHER EACH SIGN 37t�s'" L� CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET Address ) S' ( ,( t tj GCS t D rr D/Z, Date I - / oy ­ / ' Heated Square Footage /P @ .-_per sq ft = $ 7 7 3 Garage/Shed @ $ l QLD per sq ft = $ -7,650 Carport/Porch 2@ $ 13.06 per sq ft = $ 3, 32 6 Deck CI @ $ per sq ft = $ Patio l @ $ per sq ft = $ TOTAL VALUATION: $ <09, 7l 260,00 Total Valuation 1st $oMQ'00 0 /!2-, 75r 50 ,00 $ �.P 0 0 Remaining Value $y per thousand oportion thereof TOTAL BUILDING FEE $ J_3#0- e " + 1/2 Filing Fee $ 126 .d (/ ) Fireplaces @ $15.00 $ /S: 00 BUILDING PERMIT FEE $ 525. � •' WATER IMPACT FEE $ z/30. o 0 SEWER IMPACT FEE $ J 2: 50. 0z." WATER METER/TAP $ A-5 CAPITAL IMPROVEMENT $ 3 2 5% oQ SEWER TAP $ ('r01) RADON (HRS) .0050 $ '2' l6 SECTION H PAVING ( ) $ HYDRAULIC SHARES $ CROSS CONNECTION $ 35 00 (ti61 ) SURCHARGE .0050 $_ 6 7g�-7S' OTHER $ GRAND TOTAL DUE $ a Co S 8 ADDITIONAL PERMITS OR FFOES: Mechanical Plumbing Electric/New Electric/Temp ;Swimningpool Septic Tank Well Sign Finish Floor Elevation Survey Other CALCULATIONS and/or NOTES: 1 ?RDPERTY ESCRIPTION }; 4� d;P `? TY OF ` !mac Feac! - �'Evuda x; 1994 ` 716 OCEAN BOULEVARD -at i�_ lQ _Block ------ Section �________ Building �t g'1 r� 77 P.O.BOX 25 c+�c11� Building and Zoning ATLAtMCBEACH.FLORiDA32233 �d i-_ __ ___ TELEPHONE 6041249•si95 aubdiviQion: � � � � t Street flame ' S t t DESCRIPTION OF WORK sr Address s _ I3 in a FLOOD HAZARD 'load Zones___-)-�__,,,__,—_area complete page 3. Brief ;,? Class of Works thew/ReRiodel/AdditionJ- P 1994 :ONING INFORMATION - Type of . Construotion I�� Q � ming andLn1ctn - -- ------------ ea :oning Proposed Estimated Value a_M............... :xceptions or Jtaterialso �Q�_� �G D____ ariances Granted*__, _ _ Solid or ______-------- Filled tJroundt__-- --__---- OWNER INFORMATIONIc�, Method of Heating Property Owners N - �C-- ----�- Phones-Z-R NO 4 Sa- ` Mailing.. p Z a.vu Address tJ~ dam. --------- CONTRACTOR INFORMATION Contractors SCF z_- ` -- Phone s�✓�_� Y �� , Mailing p n -------- ------ Zips �L-Z- Expir - s --- ------- ion License NueRbrrt---------�''\•--�---,) ------------------ Dates I HERESY CERTIFY THAT I MATS READ AND CXARINCD Me APPLICATION AND SHOW THE SAME TO DE TRUE AND CORRECT, ALL PROVIDIONS OF THY LAWS AND ORDINANCES GOVERNING THIS TYPE Of WORK WILL •t CGNPLICO WITH, MN[Tu" :rtcIFIED HtRt NOT. TNt GRANTING Or A ►ENNI7 DOES NOT rRc�unE To OIV[ AUTHORITY TO VIOLATE ORCAN TN PROVISION[ or ANY FEDERAL, STATE OR LOCAL RUL:5, �� •r' REGULATIONS. ORDINANCCV. OR LANA IM ANY H NCR INCLUDING INC GOVERNINO Or CONSTRUCTION OR TMC •�+; ,:-�L-. PERFORNANCC OF CONSTRUCTION Or TN rROJEC NDCRSTAND THAT TN[ ISSUANCE Or TNIS ►ERRI7 I5 CONTINGENT UPON THE AHOY[ INFORM ION Oct TR t ''C CT AND THAT INC PLANS AND SUPrORTIMG 4•!a} � DATA HAVC DECO OR SHALL• N[ TROY ED AS RE INC j� iii .�11 , �i punct Signature _____ ---Date 2 ___ Contreotnr S! nmturo VOLT 8 7 9 PG 16 71 IrI NAN CU01\.PRINTING Oa'~ OFFICIAL RECORDS N N 11otice of tommeneemenit r4 w (►R[1ARiIN OU►LICATC) To whom it may,concern: •r'i The undersigned hereby informs you that improvements will be made to certain real property, and In N accordance with section 713.13 of the Florida Statutes, the following information is stated in this NOTICE 9 OF COMMENCEMENT, p I.Description of property �..0`tk--�— ---«S� -��-l�-� N KS,1 ��°.-------- ------ \�- ---..- «L •_�_�s� d�---�------- According to plat thereof -recorded in plat book pages4J - of the .current public records of Duval County Florida. NGeneral description of improvements --------------------------------------------«_«--------------------- A Construction of Single Family Residence with Garage on concrete slab -«-«-«--«---r-«r-rr-r--_-.rr_---wr----------«--«-d------rr-_wrrr«rr r----r-. +J Centex Real Estate Corporation I 9 Owner ---------------------------------------------------------------------------------------------------- .H a 6620 Southpoint Drive Suite 400 Jacksonville Florida 32216 Address ------------------------------------------------------------------------------------------------- 0 Owner's interest in site of the improvement __-Fee_ Simple------------------------------------------- tn C Fee Simple Title holder (if other than owner) ------------------------------ ------------------------------- N Name ----------------------------------------------------••------------------------------ -----------------• A tn b Address -- Contractor __ same as owner-------------------------------------------------------------------- _-.t _ h ,�c (Q Address ---------------------------------------------------------------------------------------------- r>- x O 0 .J Surety (if any) -----------------------------------------------=- p M Address ---•~-----~-----------------------------------------------------Amount of bond $-------------�o� O NName 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 docupyents � may be served: r- =1 Arthur Lancaster :K x 1 Name -___r-_-r -------------------------------------------------------------------^--------------------a•+ a N) 6620 Southpoint Dr Suite 400 Jacksonville, Florida 32216 r* _. 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). , CITY OF ATLANTIC BEACH Fixture Unit Worksheet for Water Impact Fee FIXTURE UNITS ARE ESTABLISHED AS THE MEASUREMENT OF WATER DEMAND FOR EACH WATER FIXTURE UNIT INSTALLED AND CONNECTED TO THE CITY WATER SYSTEM. THE WATER SUPPLY CHARGE IS HEREBY FIXED AT TWENTY DOLLARS PER FIXTURE UNIT CONNECTED TO THE CITY WATER SYSTEM. BATHROOM GROUP CONSISTING OF SERVICE SINK TRAP STAND WATER CLOSET, LAVATORY & BATH (8) TUB OR SHOWER STALL (6) �" WATER CLOSET WATER CLOSET, TANK OPERATED (4) VALVE OPERATED (8) BATHTUB/SHOWER (2) URINAL WALL LIP (4) SHOWER GROUP PER HEAD (3) FLOOR DRAIN (1) SHOWER STALL DOMESTIC (2) LAUNDRY TRAY (2) _LAVATORY (1) COMBINATION SINK AND TRAY (3) _) WASHING MACHINE (3) 3 POT, SCULLERY SINK (4) / DISHWASHER (2) WASH SINK EACH SET OF FAUCETS (2) U KITCHEN SINK (2) DENTAL LAVATORY (1) _KITCHEN SINK WITH WASTEA 3DENTAL UNIT OR CUSPIDOR (1) GRINDER (3) ISHOPBIDET (3) URINAL STALL, WASHOUT (4) FLUSHING RIM SINK (8) _... _COMBINATION SINK AND TRAY WITH 1 FOOD DISPOS. (4) URINAL, PEDESTAL, SYPHON JETDRINKING FOUNTAIN (1/2) BLOWOUT (2) LAVATORY, BARBER/BEAUTY ICE MAKER (1/2)(2) SURGEONS SINK (3) LAVATORY, SURGEONS (2) —l—JACUZZI (2) URINAL STALL, WASHOUT (4) CC� ? TOTAL FIXTURE UNITS � / J @ $20.00 EACH $ q J 0, 00 JOB INFORMATION ] S 7 ENERGY GUIDE For detailed information of the EPI rating number or for any ITEM listed, ask your Builder for EPI= 96.0 DCA Form 60OA-93 or Form 60OB-93 0 10 20 30 40 50 60 70 80 90 100 --------------------------------------X-- I The maximum allowable EPI is 100. The lower the EPI the more efficient the home RESIDENTIAL ENERGY PERFORMANCE RATING SHEET ITEM HOME VALUE Low Efficiency High Efficiency SINGL CLR DBL TINT WINDOWS. . . . . . . . .Double Clear -------------X------- I INSULATION. . . . . . . . . . . . . . . . . . R-10 R-30 Ceiling R-Value. . . . . . . . . 30.0 I --------------------XI R-0 R-7 Wall R-Value. . . . . . . . . 11. 0 I --------------------XI R-0 R-19 Floor R-Value. . . . . . . . . 0.0 IX-------------------- I AIR CONDITIONER. . . . . . . . . . . . . 10.0 SEER 17 .0 SEER. . . . . . . . . . . . . . . . . . . . . . 10.0 IX-------------------- I HEATING SYSTEM. . . . . . . . . . . . . . 6.8 HSPF 12 .0 Electric HSPF. . . . . . . . . . . . 6.8 IX-------------------- I WATER HEATER. . . . . . . . . . . . . . . . 0.88 0 .96 Electric EF. . . . . . . . . . . . . . 0.90 I ----X---------------- I 0.54 0.90 Gas EF. . . . . . . . . . . . . . 0.00 I --------------------- I 0.40 0. 80 Solar EF. . . . . . . . . . . . . . I --------------------- I OTHER FEATURES. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I certify that these energy saving features required for the Florida Energy Code have been installed in this house. Builder Address: j„� / f C, tJe C1 p ft Signature: Date: City/Zip_(�t�►- �'C C -PvtK�7� ;�'�3�j Florida Energy Code for Building Construction - 1993 Florida Department of Community Affairs FL-EPL CARD93 Department of Community Affairs SN: 5411 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM 600A-93 Residential Whole Building Performance Method A NORTH PROJECT NAME: Lot 96 Selva Linksid BUILDER: Centex AND ADDRESS: 1571 Linkside Dr PERMITTING CLIMATE Atlantic Beach, Fla OFFICE: Atlantic Bea ZONE: 11_1 21_I 31/) OWNER: Centex PERMIT NO. JURISDICTION NO.261100 CK 1. New construction or addition 1. New Construction 2 . Single family detached or Multifamily attached 2 . Single-Family 3. If Multifamily-No. of units 3 . 0 4. If Multifamily, is this a worst case (yes/no) 4 . 5. Conditioned floor area (sq.ft. ) 5. 1507 .00 6. Predominant eave overhang (ft. ) 6. 1.00 7 . Porch overhang length (ft. ) 7 . 0.00 8. Glass area and type: Single Pane Double Pane a. Clear Glass 8a. O. Osgft 132 .00sgft b. Tint, film or solar screen 8b. O.Osgft O.00sgft 9. Floor type and insulation: a. Slab on grade (R-value, perimeter) 9a.R= 0.00 , 169.00 ft 10.Net Wall type area and insulation: a. Exterior: 2 . Wood frame (Insulation R-value) 10a-2 R=11.00, 995.00sgft b. Adjacent: 2. Wood frame ( Insulation R-value) 10b-2 R=11.00, 197 .00sgft 11.Ceiling type area and insulation: a. Under attic (Insulation R-value) lla.R=30.00 , 1658. 00sgft 12 .Air distribution systems a. Ducts ( Insulation + Location) 12a. R= 6.00 , uncond 13.Cooling system 13 . Type: Central A/C SEER: 10.00 14 .Heating System: 14 . Type: Heat Pump HSPF: 6.80 15.Hot water system: 15. Type: Electric EF: 0 .90 16.Hot Water Credits: (HR-Heat Recovery, 16. DHP-Dedicated Heat Pump) 17 .Infiltration practice: 1, 2 or 3 17 . 2 18.HVAC Credits (CF-Ceiling Fan, CV-Cross vent, 18. CF HF-Whole house fan, RB-Attic radiant barrier, MZ-Multizone) 19.EPI (must not exceed 100 points) 19 . 95. 97 a. Total As-Built points 19a. 27190.26 b. Total Base points 19b. 28333.01 ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- I Hereby certify that the plans and Review of the plans and specifications specifications covered by this calcu- covered by this calculation indicates lation are in compliance with the compliance with the Florida Energy Florida Energy Code. Code. Before construction is completed this building will be inspected for PREPARED BY: compliance in accordance with Section DATE: F a u _ q 553. 908 F.S. I hereby certify that this building is in compliance with the Florida Energy Code. OWNER/AGENT: BUILDING OFFICIAL: - Ci DATE: DATE: Department of Community Affairs SN: 5411 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM 600A-93 Residential Whole Building Performance Method A NORTH PROJECT NAME: Lot 96 Selva Linksid BUILDER: Centex AND ADDRESS: 1571 Linkside Dr PERMITTING CLIMATE Atlantic Beach, Fla OFFICE: Atlantic Bea ZONE: 11_1 21_1 3IXI OWNER: Centex PERMIT NO. JURISDICTION NO.261100 CK 1. New construction or addition 1. New Construction 2 . Single family detached or Multifamily attached 2 . Single-Family 3. If Multifamily-No. of units 3. 0 4 . If Multifamily, is this a worst case (yes/no) 4 . 5. Conditioned floor area (sq.ft. ) 5. 1507 .00 6. Predominant eave overhang (ft. ) 6. 1.00 7. Porch overhang length (ft. ) 7 . 0.00 8. Glass area and type: Single Pane Double Pane a. Clear Glass 8a. O.Osgft 132.00sgft b. Tint, film or solar screen 8b. O.Osgft O .00sgft 9. Floor type and insulation: a. Slab on grade (R-value, perimeter) 9a.R= 0.00 , 169 .00 ft 10.Net Wall type area and insulation: a. Exterior: 2 . Wood frame (Insulation R-value) 10a-2 R=11 .00, 995.00sgft b. Adjacent: 2 . Wood frame (Insulation R-value) 10b-2 R=11 . 00, 197 .00sgft 11.Ceiling type area and insulation: a. Under attic ( Insulation R-value) lla.R=30 .00 , 1658.00sgft 12.Air distribution systems a. Ducts ( Insulation + Location) 12a. R= 6.00 , uncond 13.Cooling system 13. Type: Central A/C SEER: 10.00 14.Heating System: 14 . Type: Heat Pump HSPF: 6.80 15.Hot water system: 15. Type: Electric EF: 0.90 16.Hot Water Credits: (HR-Heat Recovery, 16. DHP-Dedicated Heat Pump) 17 .Infiltration practice: 1, 2 or 3 17 . 2 18.HVAC Credits (CF-Ceiling Fan, CV-Cross vent, 18. CF HF-Whole house fan, RB-Attic radiant barrier, MZ-Multizone) 19.EPI (must not exceed 100 points) 19. 95.97 a. Total As-Built points 19a. 27190.26 b. Total Base points 19b. 28333 .01 ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- I Hereby certify that the plans and Review of the plans and specifications specifications covered by this calcu- covered by this calculation indicates lation are in compliance with the compliance with the Florida Energy Florida Energy Code. Code. Before construction is completed ` / this building will be inspected for PREPARED BY: (� J compliance in accordance with Section DATE: -Z- 553.908 F.S. I hereby certify that this building is in compliance with the Florida Energy Code. OWNER/AGENT: BUILDING OFFICIAL: DATE: DATE: L. ** INFILTRATION REDUCTION PRACTICE COMPLIANCE CHECKLIST ** COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK ------------ PRACTICE #1 606. 1 COMPLY WITH ALL INFILTRATION PRESCRIPTIVES. ------------------------------------------------------------------------------- Windows 606. 1 Maximum of 0.34 CFM per linear foot of operable sash crack (includes sliding glass doors) . ------------------------------------------------------------------------------- Exterior & 606 . 1 Maximum of 0.5 CFM per sq. ft. of door area: solid Adjacent Doors core, wood panel,insulated or glass doors only. ------------------------------------------------------------------------------- Exterior Joints 606. 1 To be caulked, gasketed, weather-stripped or other- & Cracks wise sealed. ------------------------------------------------------------------------------- PRACTICE #2 606. 1 COMPLY WITH PRACTICE #1 AND THE FOLLOWING: ------------------------------------------------------------------------------- Exterior Walls 606. 1 Top plate penetrations sealed. Infiltration barrier & Floors installed. Sole plate/floor joint caulked or sealed. ------------------------------------------------------------------------------- Exterior Walls 606. 1 Penetrations, joints and cracks on interior surface & Ceilings caulked, sealed or gasketed. ------------------------------------------------------------------------------- DuctWork 606. 1 Ductwork in unconditioned space must be sealed. ------------------------------------------------------------------------------- Fireplaces 606. 1 Equipped with outside combustion air, doors and flue dampers. ------------------------------------------------------------------------------- Exhaust Fans 606 . 1 Equipped with dampers. Combustion devices see 606. 1.A.2 . ------------------------------------------------------------------------------- Combustion 606. 1 Combustion space and water heating systems provided Heating with outside combustion air, except direct vent appliances. ------------------------------------------------------------------------------- ** OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences. ) ** ------------------------------------------------------------------------------- Water Heaters 612 . 1 Comply with efficiency requirements in Table 6-11 . Switch or clearly marked circuit breaker (electric) or cutoff (gas) must be provided. External or built- in heat trap required. ------------------------------------------------------------------------------- Swimming Pools 612 . 1 Spas and heated pools must have covers (except solar & Spas heated) . Non-commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78 percent. ------------------------------------------------------------------------------- Shower Heads 612 . 1 Water flow must be restricted to no more than 3 gal- lons per minute at 80 PSIG. ------------------------------------------------------------------------------- Air Distribution 610. 1 All ducts, fittings, mechanical equipment and plenum Systems chambers shall be mechanically attached, sealed, ins- ulated and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics must be insulated to a minimum of R-6. Air handlers shall not be installed in attics unless in mechanical closet. ------------------------------------------------------------------------------- HVAC Controls 607 . 1 Separate readily accessible manual or automatic thermostat for each system. ------------------------------------------------------------------------------- Insulation 604 . 1 Ceilings minimum R-19. Common Walls - Frame R-11 or 602 . 1 CBS R-3 both sides. Common ceiling & floors R-11. ------------------------------------------------------------------------------- ******************************************************************************* SUMMER CALCULATIONS ******************************************************************************* BASE ___ __= AS-BUILT GLASS---------------- ORIEN AREA x BSPM = POINTS TYPE SC ORIEN AREA x SPM x SOF = POINTS ------------------------------------------------------------------------------- N 72 .00 65 . 8 4737 .6 DBL CLR N 42 .0 38 . 3 .94 1514 .0 DBL CLR N 10 .0 38.3 .94 360.5 DBL CLR N 20. 0 38.3 .94 720.9 S 33.00 65 .8 2171.4 DBL CLR S 24 .0 66.2 .91 1448.6 DBL CLR S 5. 0 66.2 .91 301.8 DBL CLR S 4 .0 66 .2 .91 241.4 W 27 . 00 65 . 8 1776 . 6 DBL CLR W 6 .0 79.7 .95 454 .8 DBL CLR W 6 . 0 79.7 .95 454 .8 DBL CLR W 15. 0 79.7 .95 1136.9 ------------------------------------------------------------------------------- . 15 x COND. FLOOR / TOTAL GLASS = ADJ. x GLASS = ADJ GLASS I GLASS AREA AREA FACTOR POINTS POINTS POINTS --------------------------------------------------------------- ------------- . 15 1,507 .00 132 .00 1.713 8,685.60 14 , 874 .09 1 6,633.64 ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- NON GLASS------------ AREA x BSPM = POINTS TYPE R-VALUE AREA x SPM = POINTS ------------------------------------------------------------------------------- WALLS---------------- Ext 995.0 .9 895.5 Ext Wood Frame 11.0 995.0 1.70 1691 .5 Adj 197 .0 .7 137 .9 Adj Wood Frame 11.0 197 .0 .70 137.9 DOORS---------------- Ext 21.0 6. 1 128. 1 Ext Insulated 21.0 4 . 10 86. 1 Adj 18.8 2 .4 45. 1 Adj Wood 18.8 2 .40 45. 1 CEILINGS------------- UA 1507 .0 . 6 904 .2 Under Attic 30.0 1493.0 .60 895.8 Under Attic 30 .0 165. 0 .60 99.0 FLOORS--------------- Slb 169.0 -37 .0 -6253.0 Slab-on-Grade .0 169.0 -41 .20 -6962 .8 INFILTRATION--------- 1507 .0 8.0 12056.0 Practice #2 1507 .0 8.00 12056.0 ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- TOTAL SUMMER POINTS 22 , 787 .91 14 ,682 .26 ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- TOTAL x SYSTEM = COOLING ( TOTAL x CAP x DUCT x SYSTEM x CREDIT = COOLING SUM PTS MULT POINTS COMPON RATIO MULT MULT MULT POINTS ------------------------------------------------------------------------------- 22,787 .91 .37 8,431.53 1 14,682 .26 1.00 1. 100 .340 .860 4,722 .40 ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- ******************************************************************************* WINTER CALCULATIONS BASE ___ __= AS-BUILT GLASS---------------- ORIEN AREA x BWPM = POINTS TYPE SC ORIEN AREA x WPM x WOF = POINTS ------------------------------------------------------------------------------- N 72 .00 -10. 6 -763 .2 DBL CLR N 42 .0 7 .3 1.09 333.7 DBL CLR N 10.0 7 .3 1.09 79.4 DBL CLR N 20.0 7 . 3 1.09 158.9 S 33.00 -10.6 -349 . 8 DBL CLR S 24 .0 -28.4 .96 -654 .9 DBL CLR S 5 .0 -28.4 .96 -136.4 DBL CLR S 4 . 0 -28.4 .96 -109. 1 W 27 .00 -10 . 6 -286.2 DBL CLR W 6.0 -9.2 .85 -47 . 1 DBL CLR W 6.0 -9.2 .85 -47 . 1 DBL CLR W 15.0 -9.2 . 85 -117 .7 ------------------------------------------------------------------------------- . 15 x COND. FLOOR / TOTAL GLASS = ADJ. x GLASS = ADJ GLASS I GLASS AREA AREA FACTOR POINTS POINTS POINTS ------------------------------------------------------------------------------- . 15 1,507 .00 132 .00 1.713 -1, 399.20 -2, 396 . 13 -540. 34 NON GLASS------------ AREA x BWPM = POINTS TYPE R-VALUE AREA x WPM = POINTS ------------------------------------------------------------------------------- WALLS---------------- Ext 995.0 2 .2 2189.0 Ext Wood Frame 11 .0 995.0 3.70 3681.5 Adj 197 . 0 3.6 709.2 Adj Wood Frame 11 . 0 197 .0 3.60 709.2 DOORS---------------- Ext 21.0 12 . 3 258. 3 Ext Insulated 21.0 8.40 176.4 Adj 18.8 11.5 216 .2 Adj Wood 18.8 11.50 216.2 CEILINGS------------- UA 1507 .0 1 .2 1808 .4 Under Attic 30.0 1493 .0 1.20 1791.6 Under Attic 30.0 165.0 1.20 198 .0 FLOORS--------------- Slb 169.0 8.9 1504 . 1 Slab-on-Grade . 0 169.0 18.80 3177 .2 INFILTRATION--------- 1507 .0 7 .4 11151 . 8 Practice #2 1507 .0 7 .40 11151.8 TOTAL WINTER POINTS 15,440 . 87 20,561.56 TOTAL x SYSTEM = HEATING TOTAL x CAP x DUCT x SYSTEM x CREDIT = HEATING WIN PTS MULT POINTS COMPON RATIO MULT MULT MULT POINTS ------------------------------------------------------------------------------- 15,440.87 .55 8,492 .48 1 20,561.56 1.00 1. 100 .500 1 .000 11,308.86 WATER HEATING ******************************************************************************* BASE __= I =_= AS-BUILT NUM OF x MULT = TOTAL I TANK VOLUME EF TANK x MULT x CREDIT = TOTAL BEDRMS RATIO MULT ------------------------------------------------------------------------------- 3 3803.0 11,409.00 40 .90 1.000 3719 .7 1 . 00 11, 159.00 ******************************************************************************* SUMMARY BASE __- __= AS-BUILT COOLING HEATING HOT WATER TOTAL I COOLING HEATING HOT WATER TOTAL POINTS + POINTS + POINTS = POINTS POINTS + POINTS + POINTS = POINTS ------------------------------------------------------------------------------- 8431 .5 8492 .5 11409 . 0 28,333 .01 ( 4722 .4 11308 . 9 11159.0 27, 190.26 ***************** * EPI = 95.97 ***************** SERIAL # 5411 * RESMANUJ(c) WHOLE HOUSE HEAT GAIN / HEAT LOSS CALCULATION USING EP192-FLA/RES(c) DATA FILES (BASED ON A.C.C.A. MANUAL J - SEVENTH EDITION (c) 1986 by A.C.C.A. ) ------------------------------------------------------------------------------- NAME :Lot 96 Selva Linkside 2 ADDRESS : 1571 Linkside Dr CITY :Atlantic Beach, Fla 32233 OWNER :Centex BUILDER :Centex Conditioned Floor Area : 1507 SF * Climatic Conditions & Design Conditions ---------------------------------------------------------------------------- Geographical Location : Florida I Jacksonville ---------------------------------------------------------------------------- North Latitude / Elevation 30 Deg. / 24 Ft. Above Sea Level Outdoor Winter Dry Bulb 32 Deg. F Indoor Winter Dry Bulb 70 Deg. F Winter (Actual) Temp.Diff. 38 Deg. F Winter Temp. Diff. (wTd) 40 Deg. F Outdoor Summer Dry Bulb 94 Deg. F Outdoor Summer Wet Bulb 77 Deg. F Outdoor Summer Humidity Ratio 114 Indoor Summer Relaltive Humidity 50% Indoor Summer Design Grains / Lb. 49 Indoor Summer Dry Bulb 75 Deg. F Indoor Summer Wet Bulb 62 . 3 Deg. F @ 64 Gr/Lb Summer Daily Range 19 Deg. F - L Summer (Actual) Temp.Diff. 19 Deg. F Summer (User Sel) Temp.Diff. (sTd) 20 Deg. F ---------------------------------------------------------------------------- * HEATING SUMMARY * * COOLING SUMMARY * ------------------------------------------------------------------- SUBTOTAL 22009.41 STRUCTURE SENSIBLE 10210.41 MECH.VENT- 100 Cfm 2090 .00 SENS. + MECH.VENT : 12300.41 TEMP.SWING @ 3 DEG. : 1.00 OCCUPANT/APPLIANCE 3000 .00 DUCT LOSS 1100.47 DUCT GAIN 1530.04 TOTAL LOSS/BTUH 23109.88 TOTAL SENSIBLE 16830 .45 TOTAL LATENT 7499.79 -------------------------------------------------------------------- 20% OVERSIZE FACTOR 4621 .98 20% SENS.OVRSZE FTR: 3366.09 ACTUAL + 20% OVERSIZE: 27731.86 ISENS. + 20% OVERSIZE: 20196 .54 -------------------------------------------------------------------- * EQUIPMENT SELECTION * -------------------------------------------------------------------- EQT. MANUF. MODEL # TYPE HTG INPUT HTG OUTPUT AFUE/HSPF SENSIBLE CLG LATENT CLG TOTAL TONAGE (S)EER CLG CFM HTG CFM -------------------------------------------------------------------- * 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---------------------------------------------------------------------- West Double Clr Drapes/Blinds 1 6.00 174 .00 276.00 West Double Clr Drapes/Blinds 1 6.00 174 .00 276 .00 West Double Clr Drapes/Blinds 1 15 .00 435 .00 690.00 South Double Clr Drapes/Blinds 1 24 .00 696.00 600.00 South Double Clr Drapes/Blinds 1 5.00 145 .00 125.00 South Double Clr Drapes/Blinds 1 4 .00 116.00 100.00 North Double Clr Drapes/Blinds 1 42 .00 1218.00 672 .00 North Double Clr Drapes/Blinds 1 10.00 290.00 160.00 North Double Clr Drapes/Blinds 1 20.00 580.00 320.00 Infiltration : Winter Htm ( 31 .84 ) x 132 .00 4202 .88 Infiltration : Summer Htm ( 7 .73 ) x 132 .00 1020. 36 --------- --------- --------- Window Frame : Metal SUBTOTALS: 132 .00 8030.88 4239.36 R-Value Area Loss/Btuh Gain/Btuh WA L L S---------------------------------------------------------------------- Wood Stud - Ext. 11 995.00 3582 .00 2487.50 Wood Stud - Adj . 11 197 .00 709 .20 334 .90 --------- --------- --------- SUBTOTALS: 1192 .00 4291.20 2822 .40 D0 0 R S---------------------------------------------------------------------- Insulated Core/Metal - Ext. 0 21.00 371.70 109.20 Solid Core/Wood - Adj . 0 18.80 417 .36 78.96 Infiltration :Winter Htm( 31 .84 ) x 39.80 1267 .23 Infiltration :Summer Htm( 7 .73 ) x 39.80 307 .65 --------- --------- --------- SUBTOTALS: 39 .80 2056.29 495.81 CE I L I N G S---------------------------------------------------------------- Under Attic 30 1493.00 1940.90 2388.80 Under Attic 30 165.00 214 .50 264 .00 --------- --------- --------- SUBTOTALS: 1658.00 2155.40 2652 .80 FL 0 0 R S-------------------------------------------------------------------- Slab on Grade 0 169 .00 Lin.Ft. 5475.60 000 .00 * TOTAL STRUCTURE SENSIBLE * ------------------------------------------------------------------------------- 22009.41 15300.41 ------------------------------------------------------------------------------- Ps . 888 . DEPARTMgNT OR SU.IL.DING CITY OF ATLANTIC BEACH PERMIT INFORMATION -------- LOCATION -------INFORMATION - Addresst i571 LI SIDE DRIVE P rmit- TvP ` PLUMBING 14T'I. NTI�" BEACH, FLORIDA 3223 �7I s of Work,, NEW - LEGAL DESCRIPTION 4 const r 'Type: WOOD FRAMEItot 96, Block' section Pr Fo�-' (", t,Ise' S'INOL I, FAMILY Township RNG 0 DVel I snot I +;."_ode: 0 Subdivision: SELVA LINKSIDE #2 Estimated Value : Total gig; ; A� ? . C� p. ww jw� yi 1 'i f d$ wTp3Y AhL I AT I ON, FiE SPERMIT J . s �, � SIDE DRIVE �� NA IMPAC , PEE� 7 $0 .00 01 P , DCo DR, 1�LOR I� ro� � << �� P FEE , 10 + , 3 mA �" TP m. RADON GAS-H.R. S . 0 NFORMAT W RADON CAB SO 0:0 Na e. RIs . PLUM , ? .,. A4 � C�° IOM°� ":` SEWER TAP Mv + JACK ILI, r FLA. 32121-0 'CROSS C.ON'NECTION $0 00 L1-ce t t � ' ', 'I SE )I IMPP1! T FEE ` NST'.,SURCHARGE � y4 ATv NOTES: k NOTICE—ALL CONCRETE FORMS AND FOOTINGS MUST BE INSPECTED BEFORE POURING PERMIT WO1D SIX MONTHS AFTER DATE Of ISSUE BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE ' CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "'FAILURE•TO COMPLY WITH THE MECHANICS' LIENJV CAN RESULT IN TIDE PROPERTY OWNER PAYING TWICE FOR BUILD G N 114 ROVEMENTS " 4 3 I$SVEDI ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION , . FDR AVIOAPPLICABLE PROVISIONS OF LAW.tf + ATLANTIC JWACH BUILDIN DEP�ARTMENT 0OW04000 004004040 #57.40 14 7/22/9401 I*1 0069759 BY: CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBI G PERMIT 3OB LOCATION:- wk, k _ _ __-- _-- ___-- __-- ------____-- PLUMBING CONTRACTOR:___ _ _� �C�J_ �___ __ __��C�_ .______________ LICENSE NUMBERS _ _ c+ -0.1.919 4 ---------------------- OWNER: _____________________OWNER:-------------------------A-0-9------------------------------------ -- BUILDING CONTRACTOR: TYPE OF BUILDING: ---------------------------------------------------------- _SINKS ____ ____SHOWERS LAVATORY ____/ WATER HEATERS BATH TUBS _____ ---DISHWASHERS ---------- URINALS ______! ___DISPOSALS ____CLOSETS _WASHING MACHINE FLOOR DRAINS _OTHER /L _TOTAL FIXTURE COUNT --- ---------------- ---------------- ---------------------------- INSTALLATION OF PLUMBING AND FIXTURES'MUST BE 'IH ACCORDANCE WITH THE MOST RECENT EDITION OF THE SOUTHERN STANDARD PLUMNBING CODE.4'.