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Permit 1610 Linkside Dr (vault) t 0 Nt Cl) Z m0 co E > 1/4"=.02' I C O 3/4"=.06' _0 1"=.08' _ �J 1 -1/4'=.10' O 1 -1/2"=.12' �� u- 1 -3/4" L1 -3/4"_.1 4' 7 2"_.16' O 2-1/4"=. 18' Ix2-1 /2' =.20 0.0 ,L -Ono o 2-3/4"-.22' d��'y 18' DRIVE m Z v 3-1/4"=.27' j.E'AwIDE W i 3-1/2" =.29' ESMT. (12.4) 3-3/4"=.31' Z 4"_.3 3' 4-1/4"=.35' �D f 4- 1 /2" =.37' / W 4-314'=.39' ~ W t 67 O 5" =.41 ' L� J- Z 5-1/4'=.43' 1ao.00 , W ap 0) 5-1/2"=.45' I O Q �� - O 5-3/4"=.47' �`` ~ Q w 6-1/4" -.502' "03.76 43.00 22.50 10.74 I rya } `Lr) N Q- 6-1/2" 6-1/2" =.54' o o WF- 1- 6-3/4"=.56' (14.4) o 0 25' ESMT. FOR _ _ 0 _Y _ 7"=.58' UTILITY p U 7-1/4"=.60' FENCING (12.9) �- Q n Z Q C) � O W _IZ 7-3%4 =.64' II I 3' o o Z 0 1n U- L.L. L- ao a g o O 8" =.66' � > pq o 8-1/4"=.68' - ---- a o W �D _ I C- L j Lel 8-1/2"=.70' W <ELn 8-3/4" =.72' L z �, Z LL 45.�s , 9"=.7 5' o i u x m 2: LL- CU 16' RIVE i 2 - 9-1/4!'=.77' _ 9-1/2"=.79' ¢ 67.so o Z 9-3/4"=.81 ' I Y N J 10"=.83 f �, � Q 10-1/4' -.85' N Q Z 10-1/2' -.87' W Q O 10--3/,C=.89' o FENCING o 4b, 0) N ) O O J _J M N 11 -1/4"=.93 (14.7) Z _ 11 -1/2"=.95' 61.76 67.50 10.74 (13.d} W L� 11 -3/4"=.97' 140.00 25.00 m 0 � O O Q r- 25' ESMT. FOR UTILITY m Z W Z Z L; 3: 3ax o0ou QUJD � p (/1 cnppprc� D 00o DD —+ O :� � p rim •- � rrl V) iA P Z N jDpC •• 00 .L8'=„Z/t-0 l `4 O D z D S9' o1 t—ot < r 70 . l8'=«F/F-6 T = ii-a sg iz WO G-) o (L'Z►) o .0L'= „Z/t-8 �`JNION3J O to ,� / .9 9'_„8 O TiVM3aIJ 64.66 Z rr mO N .09'=jr/t-L o,<< Z m 1 L m C r w v71 1x .IrS'= .,Z/t-9 j N r*1 , �� ^co i�7 < W o opo u0i .ZS'_ „ t-9 .. r 91 � 9 0, WHO ZZ w a'0 Ln � � �' �0��0 O0 . tip'= „S cl O to + �c9 Z .6Z'= „Z/t-£ D 9L'YL .ZZ'=„V/£-Z NO?Jdt+ .ZZ z c .OZ'=„Z/t-Z .9 t'=„Z � y .Z l'= „Z/t- t In X cob GD 0 120,=„l 05,0 .too'=„Z/t V < C � , O � z ADDRESS BUILDING PERMIT NUMBER INSPECTIONS: FOOTING y� UNDER SLAB PLUMBING SLAB `J T FRAMING D- 81 9 y COVER-UP Cn ' a- & _ 9 � INSULATION FINAL BUILDING 's " CERTIFICATE OF OCCUPANCY ELECTRICAL PERMIT # Fr Y -7-7 INSPECTIONS ROUGH FINAL �"- 9 MECHANICAL PERMIT # j PLUMBING PERMIT # 7� NOTES: f` t R rtY 0tui4d;n5 o�y Foy �G� errrat ook i __- f , _ Cu,ttacto' p�D��t;1U. � rr� So �G¢E� pou9r' vi0 aq,e cot ,Ujj_DXh1D pvo, fr _ f!t t ' I CITY OF ATLANTIC BEACH APPLICATION FOR POOL PERMIT Job Address bl o k,'/- C S,'okk. 10/� s-c,, Lot # �� -s Block # Subdivision Owner Address /4 /6 Contractor �/et2r2�., G'��, �no� fQC4 *-hs L � -.23yy Address 97Y6 License number L 10L 6.539of Valuation $ /,2 b oe Gallons /'LL/ ob SITE PLAN front U) Qj RECEIVED AN 2 1 1998 City of Atlantic Beach Building and Zoning rear Signature Owner Date `` 2-d- 06"' Signature Contractor Date ' O PSR-3844 fff DEPARTMENT OF BUILDING` CITY OF ATLANTIC BEACH --- LOCATION INFORMATION, �------ - PERMIT INFORMATION - �` . i Permit Number$ 15811 Address : 1+610 LINKSIDE DRIVE SOUTH Permit T1�Fe; SwIMMINO POOL ATLANTIC REACT., FLORIDA 32233 _--- LEGAL DESCRIPTION class of Work:NEW Constr. Type;WOOD FRAME Block: 'Lot :135 T�rP: props-sed Use: SINGLE FAMILY Section* o Subd: Dwellings: 0 Subdivi.sion:SELVA. LINKSIDE Est . Value: 0 .05 Improv. Cost : 12 ,000 -00 fi Total Feels : 30 .00 s 30 . 07 Am�a�.nt � � � z :�„; f �yQ d # ,'l. 9$ u Date Wank j . . % " r lot n��'# dy ..«,. ..r a TION - __�- APPLICATION FEES IT _30 00 Addy 1 DRIVE SOUTH , B., FLOR I DA 3 221134 g +�+�y a � p u `.- M ate' '7°" sir ' x ,. ..---- C Aftp, , F`ORMATION ------ Name. RE MjoIN �3C}L BUI DRS . INC AGS : ,9.? 1 t«'�«-BOU�r�&'�1a�+ 'D t 3ACKSOORIDA 32257 Lis CIS Q539 RAF'' a r`�'"" ".� p' t �:. k y rsarr 4 iswv war:d+? r m a ,a k NOTES: i h i NOTICE-INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE i CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER 1 "FAILURE TO COMPLY WITH THE MECHANICS' LIEN LAW CAN RESULT IN a THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS." ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION:,FOR V4OLATION OF APPLICABLE PROVISIONS OF LAW. ATLANTICLISEACH.BUILDING DEPART NT $304 14 i 61 Receipt: 198377 By: ,�. d, 15833 1 NOTICE OF COMMENCEMW 8832 a9 1257 TO WHOM IT MAY CONCERN: The undersigned hereby informs all concerned that improvements will be made to certain real property, and in accordance with Section 713.13 of the Florida Statutes, the following information is stated in this NOTICE OF COMMENCEMENT. Description of Property t . 10 k,,-k r,'J jt. PA, -f 00,f�, General Description of Improvements SL-L'I'AAAA 11~ej AL01 0 C o,a T#9CTw— : /C�A 2Y Owner Address: 16/6 ,D.L SocL4 �, 40• Owner's interest in site of improvements: �-j6P-4,z St`7LIt- a Fee Simple Title Holder (if other than owner) L Name �' Address CD Surety (if any) - - Address Amount of Bond $ u Name of person within the State of Florida designated by owner upon whom notices or other documents may be served: Name Address In addition to himself, owner designates the following person to receive a.copy of the Leinor's Notice as provided in Section 713.13(1)(F), Florida Statutes. (Fill in at Owner's option). Name Address: 04 e 0431 -4772- 47-177-0 Sworn to and subscribed before me this o2� day of 19 !� F.k.: 8832 (/ P11: 1257 Notary Public H.1, D o c 4 98015446 •;krx-, ' BARBARA J. POUST Filed R recorded ' Notary Public, State of Florida 01/22/98 �•:12:10:00 P,M. = My comm, expires Feb. 9, 2001 � Comm. No. CC 616023 HENF,Y W. COOP. �� CLERK CIRCUIT COURT DUVAL COUNTY, FL ITEC. $ 6.00 .....- ..'-._ _ .,moi. 1.r....._. .,,.. r_..._.._�... .w...+...._.�.. ...�...�. ..-....�.....� .�.._ VOL19 3 0 P62 0 31 OFFICIAL RECORDS 110/0 C_lltJk.S1O,�- moi - • �a�r11 • C�1.�, S♦,.•pG ,QfS.S f. Q V Q 1 Q l am, IH •. v �. R' IE .f rOA- Rf __y1_ L Iii ♦ _. V 1 'jr v\ O A/�' .�� ` & 15 6ASEf�G�.f \ T /r = ' • CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 � INSPECTION EMAIL REQUEST: Building-dept rz,coab.us Application Number . . . . . 07-00001131 Date 8/09/07 Property Address . . . . . . 1610 LINKSIDE DR Application type description MECHANICAL ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 ---------------------------------------------------------------------------- Application desc 1 HEAT PUMP 3 TON 1 AHU 36, 000 ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ CENTEX REAL ESTATE DONOVAN HEATING & AIR 6620 SOUTHPOINT DRIVE 315 SIXTH AVENUE SOUTH JACKSONVILLE FL 32216 JAX BEACH FL 32250 (904) 241-3785 ---------------------------------------------------------------------------- Permit . . . . . . MECHANICAL PERMIT Additional desc . Permit Fee . . . . 79. 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date . 2/05/08 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 79 . 00 79.00 . 00 . 00 Plan Check Total . 00 . 00 . 00 .00 Grand Total 79. 00 79. 00 . 00 . 00 i 30' W Le •-�•l=0r'Yb mis • O POOL WALLS SHALL BE A DISTANCE -FROM PROPERTY LINES AND 8=1010 MAIN DRAW FOUNDATIONS Of NOT LEs$ THAN TME NyOSOAUTtc rum -- DEPTH OF EXCAVATION BELOW 11ATURAL �_ GRADE,UNLESS POOL WALL$ NAVE oi�M DESIGNED FOR TM $ITUNTION BY A • RESISTSRa AR ms"OR guegamr bum - LAX9FAL r Light Detail '� 3/8"Rods NTS 12"o.c. ` • ,.. ' 31V Rods 12"C.C. r MAIN DRAM r .; I A.1NXI In'the event It Is P446sary to drain POOL owner v411:proyae f{exlbW hose to neawf Pos�tir�sw+t-.tai. . r • • V 4/16' •..•• v i - 'A' ol.. oli - - -T lCi PWL • ( IG •WAII. •/ . _ TLC I►J OT NNO?ZUS �yIT •) 11 9•.0 i •a � `�• WOO .,owT wit r sAcn w►Y � I . is. w"CAIMIAOa ilOLT ITYPICALI - • ...--0�11� . � �wNITCMfa�fMa 1 1�•-i -'•—"r 1 I,"- � r J wAlNt11(Tr►) - •�fTftt wASNfM I� . ' � ' ITYrI • • .♦r ( 1 . . ( .LA/TIC fMA• 1 bf••LpCt�MVT / (/LAT A �.rLATwASHI I ITYr1 . wAfNfll e I \ •�� LC,CII NUT nrr► 40 . 1 _ r e #4 • ' f/a- 0 TRIANOLI AMCNOO •. IIO AM/MfLY y , nA-3044 { DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH P,ZRHTT INFORMATION .,_-� --- LOCATION INFORMATION P rm t Number : 16005 Address: 1610 GINKSIDZ pRIVxSOUTH P ; nit Tpe:ELECTRICAL ATLANTIC BEACH;' 11LORIDA . 2 " of `Work.ALTERAT:ION _ . � � LEGAL DESCRIP"T10# Cons t r a T pe :WOOD FRAME Block,; Lot: 13 5 'T R Plropos$d 'Use: SINGLE FAMILY Swcti,on: 0 Subd; Rnq Dwelling : D Subdivisiob;SELVA LINKS11)E Est , Value 0,00 a Improv . Cost , 4 .+34 Total Fees 35.00 Amount P4 35 .44 Lute P 4/1999 Work 13 I�iMINCI POOL APPLICATION FEES Name Add " �r T3RIUE SOUTH FLORIDA .3 �y �� 'r`hon ` ry�+`'1 ,} m,v @, "r a, A� � R "OR IAT I G T - N mISA � T' ELE AL SERV _ 431--lil .. T,,.1 -S-.,e. 2.0' ORANGE FLORIDA32273 L3.o`. ER09 3 5 E T y "W w NOTES: j t NOTICE-INSPECTIONS MUST-BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION { BUILDING MATERIAL,RUBBISH ANDDEBRIS FROM THIS WORK MUST NOT.SE PLACED IN PUBLIC SPACE,AND MUST BE T , CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER 66P� .URE TO COMPLY WITH THE MECHANICS' LIEN LAW CAN RESULT IN w ERTY CSW"HER PAYING TWICE FOR BUILDING IMPROVEMENTS." +` TH E OVED PLANS,WHICH ARE I PART OF THIS PERMIT AND SUBJECT TO REVOCATI s i IONS OF LAW. 'ATLANTIC BEACH BUIL211 FIT Can CITY OF ATLANTIC BEACH, FLORIDA Apprav�d by APPLICATION FOR ELECTRICAL, PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE:. z 19 IMPORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, WHICH ARE A PART HEREOF, AND IN ACCORDANCE WITH THE ELECTRICAL REGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES. d i S f C 1 LS c ..�' �! 'z a ELECTRICAL FIRM: MASTER ELECTRICIAN SIGNATURE JOURNEYMAN NAME S i F't ��v _ ADDRESS:�I �C l_�' �1•,�s/� _ . ( 'S- : RFD BOX BLDG.SIZE BETWEEN: RES. ll"- �� APT. ( 1 comm. 11 ) PUBLIC ( 1 INDUS. ( 1 NEW ( 1 OLD ( I REW. ( 1 ADDITION 1 ) TRAILER ( 1 TEMP. ( ) SIGNS ( 1 SO. FT. SERVICE: NEW ( ) INCREASE ( ) REPAIR ( I FEE CONDUCTOR SIZE AMPS COPPER ( ) ALUM. ( ) SWITCH OR BREAKER AMPS PH W VOLT RACEWAY EXIST.SERV.SIZE AMPS PH W Z`/OVOLT RACEWAY FEEDERS NO. SIZE NO. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL 0.30 AMPS, 31.100 AMPS. SWITCHES 1 y INCANDESCENT FLUORESCENT&M. V. FIXED 0.100 AMPS. OVER APPLIANCES — BELL TRANSF. AIR H.P. RATING H.P.RATING CONDITIONING COMP. MOTOR OTHER MOTORS AMPS CEIL HEAT: KW-HEAT 0-1 OVER MOTORS H.P. VOLTAGE PHS NO. 111.P. VOLTAGE PIIS ` . f 'Z �"Io I MISCELLANEOUS TRANSFORMERS: UNDER 600 V. OVER 600 V. NO. KVA NO. IKVA NO. NEON TRANSF. NO. VA. MA. MOTOR SIZE SWITCH FLASHER EACH SIGN FORWARDED TOTAL FEES CITY OF 800 SEMINOLE ROAD ATLANTIC BEACH,FLORIDA 32233:5"5 TELEPHONE(904)247-5800 FAX(904)247-5805 NOTICE TO: Hater Department FROM: Building Department DATE: 9�7- 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 X365 `�8 ely, i Building Department I� k3\ Olt 4t�d'sn9 C 01A 4c t 'E ' Ilk � t . 1 j ¢aU P K fjjf SEP 02 '94 10:12 CLARSON 076 PO4 MAP SHOWING BOUNDARY SURVEY OF LOT 135 BLOCK AS SHOWN ON MAP OF s4fz v4 L/it/wslDE IClAllr e AS RECORDED IN PLAT BOOK —!!t'7— PAGES BEAS OF: THE CURRENT PUBLIC RECORDS OF DUVAL CO., FLA. FOR: CENTEX f-/OMES CORPORAT/OXY NOTE: BEA INGS SHOWN HEREON ARE BASED ON THE ABOVE MENTIONED PLAT. V J •� 0 Ja ' e' ctF•" asF � At� 2,� •P5'IsASE T • ' .a �•Qp� Z M Rs i' X00 � 2As ,• �� r" L Q i ,esw1�•pprlo I?3 t Q � a l►. ti Co1Jd: _VVrr �eL �I As �p 01 O it $$ 0 f -F r 1994 L QT l2G LOT /2s '."§...$Ii,:k6 k'.o5,43 k�..i ZaJ« @: H, faldv�l4f�taa./ s�,�✓may :1"•z¢_9� ,c/orE': .e'o�v ,4�e �aays `�.;�,••• I HEREBY CERTIFY THAT THIS SURVEY,PERFORMED UNDER MY RESPONSIBLE DIRECTION, MEETS THE MINIMUM LEGEND: TECHNICAL STANDARDS FOR LAND SURVEYORS IN ACCORDANCE WITH CHAPTER 21 HH-6,FLA.ADMINISTRATIVE CODE (PURSUANT TO SECTION 472.027,FLORIDA STATUTES).AND FURTHER CERTIFY THAT THERE ARE NO VISIBLE ENCROACH- CONCRETE lRON0HT MENTS UPON THE SUBJECT PROPERTY EXCEPT AS SHOWN ON THIS SURVEY. +i2 FOLMw11RON dg � FLOOD CERTIFICATE: THE LOT SHOWN HEREON IS IN FLOOD B.P.L. BUILDING RESTRICTION LINE ZONE .•x.. AS SHOWN ON THE FLOOD INSURANCE RATE CLARSON AND ASSOCIATES, INC. ° CENTRAL ARGLC 0001 O R RADIUS MAP, COMMUNITY PANEL Na ,20075- DATED.-/.7•B9 7613 NALDO AVE.JACKSONVILLE, FLA 52207 A ARC DISTANCE CN. CHORD DISTANCE f �A�w� / 4 / P,C. POINT OCYRYATURE SURVEYED C' 19 1� P.T. POINT OFF TANQENCY cm P A 30 GISTERF0 SURV&YOR NO. a8(,/� FLA. P,R•C, POINT OF ARVCRSE 4101W P.G.C. POINT OF COMPOUND CURIE SCALE: c%.fe .4- ///-e/_ i T.ertifttaft of Orrupang Titg of Atlantic leach — N11adbx i9epartnunt of Nuiibing Inspation 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 L a. F .:' C,LI). v Bldg. Permit No. Group W> nime Type Construction. Fire District Ownerof Building t,ry:_L€::, :,P .._L EStat E}Address32=16 Builgif"dress r ?.6Builgi("dress 1610 ,. a2 'l Dr. :;Focality AtlG? tic t.e i:h, "` J 2233 By: _ 140x4 F0R' s Building Official .k4 `' - Date: T F POST IN A CONSPICUOUS PLACE I 13 �%2a3l � plias kt T� w c, +Q O, 73 > � 'Pit 113 Ott We *7 ve 33 N,p• gt r• --; Q) 10 Sri X0.00 CiBui�a`n?, and Zo .L��- S (?'- � / 101' c U t f 2G Shallow End '1 . NTS • ' ' ' 1122" 1 „ 6 WAY Madto 3! Op • �'.. • Deep R4a, VA A irk �gru.w.xl, • � ' .MIME ' V ••r WAILWI1 w•w.• ' A A h•Nut • •f W Ala r�oott a ► e o � Ij X11••l V t1- W .' W KORA•1 r W W jr Ir I'1 i� Nel p t1�TER Swimming' pw Built. -for CITY OF Office of Building Official REQUEST FOR INSPECTION Date �c � �y� Permit No. � Time A.M. Received RV Job Address Lo Y Owner's Name _.. Contractor BU�ILDiNrG �,' CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing Footing Rough Wiring r Rough C' Air Cond.& _ Re Roofing Slab E Temp Pole E Top Out Heating Insulation s„ Lintel Final C Sewer E Fire Place - "- Pre Fab READY FOR INSPECTION Mon. Tues- Wed, Thurs. Friday f -L' ` A.M. Inspection Mads _fie!.� '� PM. Inspector t L Final Inspection Certificate of Occupancy C Date r n CITY OF t fi 4& s is Bpi-0;&uda Office of Building Official it REQUEST FOR INSPECTION Date Permit No. Time 7GJ U U A.M. Received P.M. 'fi wt l Job Address Locality Owner's Name Contractor BUILDING CONCRETE ELECTRICAL �PLUMBIN . MECHANICAL Framing C: Footing ❑ Rough WiringAir Cond. & ❑ Re Roofing L: Slab ❑ Temp Pole _ Top Out ❑ Heating Insulation Lintel Final Sewer ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION A.M. Monte } Tues. Wed. Thurs. Friday P.M. A.M. Inspection Made Inspector_ Final Inspection C Certificate of Occupancy Date _ CITY OF Office of Building Official Y3 7 0 REQUEST FOR INSPErMON -7 9 Date— 2 0 Permit No. Time Received 110 Job Address Locality Owner's Name C A) Jitt PWMBItN!G MEC- ONICAL UILDING CONCRETE ECTRIC LU' -C Rough Footing ;iug;1W'1:i,Cn�g Rough Air end. Re RcofingSiab Temp Rle Top out Heating Insulation Lintel Final Sewer Fire Place Pre Fab READY FOR INSPECTION A JVj Mon. Tue, 'Ned, Thurs. Friday A.M. Inspection Made 9,y PRA. t Fret lrispection -------- ----- i CITY OF Office of Building Official �►- REQUEST FOR INSPECTION U `?' Date t7 " Permit No. S Time / A.M. Received P.M. Job Address Locality Owner's Name Contractor BUILDING CONCRETE ELECTRICAL—;RpLue��:112 'tCO"O IECHANICAL Framing Footing — Rough Wiring E"R777T.0 Air Cond. & _ Re Roofing Slab Temp Pole ❑ Top Out Heating Insulation _ Liniel Final Sewer Fre Place Pre Fab READY FOR INSPECTION A.M. Mon. Tues. Wed. Thurs. Friday P.M. A.M Inspection Made P.M. inspector ` Final Inspection G Certificate of Occupancy❑ Date GIT'i OF 4&,wl-iic 13 Oac4-*&uk Office of Building Official SS REQUEST FOR INSPECTION C1, 14-9 1/ 1 7 E�3 Date Permit No. Time Received Job Addyoca it IV Owner's N w -�CONCRETE Contractor -]BU 1L D I 7Na 'BUILDING CONCRETE ELECTRICAL PLUMBING L "n, Air Cone.& .t'nc Rough Wiring ming Footing Too Out Re Roofing Temp Pole Top Out Insulation Lintel Final Sewer Fire Place Pre Fab READY FOR INSPECTION Mon. Tues Wed. rTh.,;-') Friday—PIM e— A.M. inspection Made 0 ," inspector— Fina!Inspection 41 0 C"Pei- r 'f 72; _. 61, ref 3H44 8529 DEPARTMEN?OF BUILDINQ CITY OF ATLANTIC BEACH INFORRATION LOCATION INFORMATION ,R N wY r 4 s Ns,,,M�M Pott. Nttllber; 8529 Address : 1610 LINKRIDE DRIVE j Feil4t Tyg+ : MECHANICALF ATLANTIC BtACHr FLORIDA 32233 Cla :i int NOr NEST _�._�.w LR DESCRIPTION --�__---_-_-' Gar tr. Tylae f WOOD MAKE Lot. Rl cock section: P; a isl ed €gee: SINOLE FAMILY To i Ship: RNG: 0 I Code; 0, Subdivision; EELVA L I°NNS I TSE tTEs >nated Value; $0 :00 1 xrprav; COst 50 00 0 t a yes $47 .00 A> c47 .00 Da 6 24/,94 I cr k. M TRAL, HEAT ANI) AIR I!N .NEW SINGLE rAMILX RESIDENCE 1 TION -� - - APPLICATION `EES ---__ } a PERMIT $47 .00 Ari : es SIDL DRIVE VAT IMPACT FEE � $0 .00 . 7 7 " FEL SO An i ' P or RADON pOAS-H.R.$. $0.00 b NFOR AT Ii RADON CA 1 5&. $0.00 +�+ IT&i 4lE! N N AT & A CAPITAL IMPROVE. $0.X10 r Adds , .6; NBAM.o. C3 5 .� 'iAP $0.00 JACK ILLFr FL 322p57 CROSS CONNECTION $0 .00 Li cis Type: fl SEG" R IMPACT 'FEE ��$�►,Ofl CONT.$URCRARG $0.0 f ti o'P;atle itis'rvMi w< .awrrm'a. F, �� .7 14 r-se :� x^M ".e, . .. 1 l{ I j 1 I Nf)T10E--ALL Cq.NCRETE FORMS AND FOOTINGS MUST 8E'1FiSPECTED BEFORE POURI.NQ PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE { +' BUFL ING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST MOT 13E"PLACED IN PUBLIC SPACE,AND MUST BE LEADED UP ANEW HAULED AWAY BY,EITHER CONTRACTOR'CSR OWNER " ► L 1JR TCS +GOMPL,` WITH THE MECKANICS PEN LAW CAN RESULT IN I EI TY OWNER. ?WNE -PA f NG TWICE foR BUIL.t ll+rt "IMPRt�wEMENTS." ISSUE#J ACCQRDi1VC TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND.SUBJECT t0 REVOCATION FOR VIOLA IOI�I.t F AOPLICABLE,PROVISIONS OP LA'i. �44I 7.t3i3 f ATLANTIC B CH BUIL[�iN DE ARTMENT /��►1` t}I �m PAIS," CITY OF Office of Building Official REQUEST FOR INSPECTION Date---Z' ! ��1 Permit No. 7 Time Q 0 .d A.VL Received F P. y Job ss cality Owner's 60 Name _ _ Contractor _ BUILDING CONCRETE ELE AL PLUMBING MECHANICAL FramingFooting = Rough Air Cond. & _. Re Roofing E Slab = Temp Pole Top Out Heating Insulation _ Lintel Fin I Sewer = Fire Place _ C Pre Fab READY NSPECTION A.M. Mon. Tues. Wed. Thurs. Friday P.M- A.M Inspection Made — —- Inspector Final Inspection C Certificate of Occupancy i= Date CITY OF 444,E P,teIf� Office of Building Official REQUEST FOR INSPECTI Date Permit No. Time A.U.I. Received P.M. /WX Job Address Locality Owner's Name Contract. BUILDING CONCRETE �Et:E T RIC PLUMBING MECHANICAL 'ng Framing Fooling iring Rough Air Cond. & ❑ Re Roofing Slab Temp Pole —lop Out Heating Place I Sewer Fire InsulationLintelFinal ❑ Pre Fab READY FOR INSPECTION, A.V, Mon. ue Wed, Thurs. Friday--PM. Inspection,Made M Final Inspection Certificate of Occupancy Date CITY OF ,4&aAkc lg+P Office of Building Official REQUEST FOR INSPECTION I Date Permit No. Time A.M. Received P.M. Job Address Locality Owner's &� 9 i Name Contractor �J BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing ❑ Footing Rough Wiring ❑ Rough ❑ Air Cond. & ❑ Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating Insulation ❑ Lintel ❑ Final j ❑ Sewer ❑ Fire Place ❑ ? Pre Fab READY FORT ECTION M on. Tues. Wed. Thurs. Friday P.M. — DL A.M. Inspection MadeP.M. Inspector Final Inspection ❑ cate of Occupancy ❑ Date �f 4� ..+ ,_ / 1 t f r� ��x ,; - ;+!lt' �, r,' �_. { ~ f j ?t DATE: PRE.-SERVICE DIVISION JACKSONVILLE ELECTRIC AUTHORITY 233 WEST DUVAL STREET JACKSONVILLE, FLORIDA 32202 THE FOLLOWING FINAL INSPECTION(S) HAVE BEEN MADE AND ARE SATISFACTORY: - ----------------- 9 - - --E--------------- l 3- --(o/ 7-20 -_- �_ -------- k4-7 7 --- `- - --�� ---------------------- Enclosed are the blue copies of the permits. ERELY, BUILDING INSPECTION DIVISION cc:FILE BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH ATLANTIC BEACH. FLORIDA 32233 APPLICATION FOR MECHANICAL- PERMIT CALL-IN NUMBER IMPORTANT — Applicant to complete all items in sections I, II.,III• and IV. I' 61 10 LINKSIDE DRIVE LOCATION Street Address OF Intersecting streets: Between S E M I N Ql_E ROAD And ATLANTIC BLVD �^ WILDING �y.L--L KN SIDE Subdivision II. IDENTIFICATION — To be completed by all applicants In consideration of permit given for doing the work at described in the abcve statement we heiaby aq,ee to pe•Ic•m said wo•i With the otteclytd plans and tpecific►lions which are a pert hereof and in accordance with the Cily of J•cksonvil'a ordi-av-ces a-a s-a-:e•7I of good practice listed therein. Conntrac/ Mechanical �/ j`al MANDARIN HEATING AND AIR Master C A C A 12 6 2 3 Masf•r . Name of ' ►roP•rty Owner C E N T E X HOMEY) sHa•ture of Owner Signature of w AYMarised Agent Archlt•cf or Engineer 111. GENERAL INFORMATION A. Typo of heating foal: e• IS OTHER CONSTRUCTION BEING DONE ON k"Usemc THIS WILDING OR SITE T YES 0 ES❑ Gas—❑ V' ❑ Natural ❑ Central Utility IF YES, GIVE NUM§ER OF CONSTRUCTION ❑ Oi PERMIT 7 918 ❑ Other — Specify IV. WCHANiCAL EOUIPUMT TO 1E INSTALLED ATURE OF WORK (P 0 We complete list of Components on beck of this form) Residential or (1 Commercial Heat ❑ Space ❑ Rocsssed k-Control O Boor �qC,+� New Building fAir Conditionings ❑ Room ❑ Centro) u Existing Building O.ct System: M,fw F L E X & L0 Q191 11 11 ❑ Replaceme�ll of existing system 1411116— �— wasnum capacity— 1200 c,fsn, ❑ New Installation(No system previously installed) ❑ Refrigeration ❑ Extension or add-on to existing system ❑ Other— Specify C3Coolip Howr: Capacity9•P•m• ❑ Fire satinklon: Number of haat -- ❑ Elovetor ❑ Idooliff ❑ Escalate►- (number) ►. THIS 51ACE FOR OFFICE USE ONLY E3 Gong"pump! (number) (Resolved) ❑ Tonki (cumber) Remarks O LPG coafalaa+•r (nelaber) ❑ U06re4 prrsavre yawl ❑ br7ws Permit Approved by Das. ❑ alfier — SV+* Permit Fea LIST ALL EQUIPMENT AM CONDMONING AND REFRIGERATION EQUIPMENT l�hmaba Vnita Deptlon 3110&1 Number Manutac:Wrer )Y Approvla� na C 1 L HEATV4G s FURNACES. BOILERS, FIREPLACES Number units DaelcrlpUoe O&I Number manufacturer (a)Y S mcy T NE 36 000-5KW UL TANKS a now X"y Naortatsl Cspaclty Type XAQuld Naas,at Serial AP prove, � sad Dtmandona Contained Haaufaetu er No. nay �� TRANSMITTAL DOCUMENT FOR JEA DATE: � Z 9 �> The following permits have passed "rough" inspection: Permit No. Address AU"- S e3&x=exxx=xXb&ugx=apdesxa&xbhex4x=mi m. Please update your records accordingly. n ou, UIL I LERK� CITY OF ATLANTIC BEACH /vcb ITY OF :'ROPERTY DESCRIPTION t'la�ttie G'eatl - 7(0:ira 7160CEAN BOVI.EVAAD 11 a, ___ _ot 011 _Block •........Section • � �� 141994 P.0.BOX 25 _ ATLANTIC BEAC11.FLnAMA:2271 b _ Zoning TFLFPHONE Ot,412e+t,9: 'ubdivisionl _ B ilding and itreret Haeaej I � 10 L I S O(i�6ZSCRIPTION OF' WORK )r Addresses ' -If-In a FLOOD HAZARD 'food Zonel__11�-__-__--__areea complete page 3. Brief Deseriptioni_S� N(�L e,-�'f��1`nP S Claeys of Works tNer/Remodel/Addition)__ ___ :011ING INFORMATION Type of S c N eP IMe g Construction#_-__-_ :oning �v `� Proposed siatrictlUs.s__—---------------- Estimated Value •------------------- 'xceptions or arionces Solid or Filled �� Sing ��(C . ------------------------------------------ Grounds ---Roote_ ----- _` OWNER INFORMATION , kethead of N..tinge--- Property '-(E-`f-2----Y--Pv-R+- - e------- Phone Moiling_ r ��Addreae ........��....�..------------------ C_ Sc70J v \ Z! I��--------- CONTRACTOR INFORMATION ' Contractors_=�N r__ SPhone I _�L 6- Mailing k f C- Q Sn Addrenpaf------------------------ - �..�_S___ C --� -1------ Expiration -- License Numbers, -- _�_�_- - ....1_ � ________ Dates-------------- I ates-------------- I NER[SY CCRTIPY THAT I NAV[ READ ARD [xAMIMED THIS APPLICATION AND $NOW THC SAME TO tE ?I-JE e AND CORRCCT. ALL ►ROVIOSOM Or TN[ LAYS AND ORDIMAMC[S OOVERMINO THIS TYPE orvO*r. WILL rc COMPLICD WITH. VM[TN[R SPECIFIED N[R[IM OR MOT. THU ONANTINO OP A PERMIT DOES NOT PPC--J'l T,2 OIVC AUTHORITY To VIOLATC OR CA PROVISIONS or ANY FEDERAL. STAT[ OR LOCAL E�LI;I` RCOULATIOMS. ORDIMARC[!, W LAWS IM Y M NCI►. CLUDINO T11C GOVERNING Or CONSTRVCTION Oq `^ f �• P[RFORNANCS OF CONSTRUCTION OP TM[ JCCT I OCNSTAND THAT TM[ ISSUANCE Or THIS PERRIT 1: Y I ►��W1r• COIITIMO[NT UPON THIS AROV[ IMFORNAT enI t[I TRU A AND THAT TM[ PLANS AND SWPOATING laJ• , DATA NAVC [[ES OR SMALL S[ PNOVI N RE I 'O. yam'fs�!�! ,;'� 9 T�'t' �ti ~I e{ Orner Signature _____.,,_ Date_________ --------- Contractor Signature- - _________Date _ �__ PSA°944 f 8 7 n DEPARTMENT OIF BUILD!*4 CITY OF'ATLANTIC SEACH i PERMIT' IXFOR A Ii _, � _ � . �... _� LOCATION INFORMATION --------- PERMIT q: ^ Num 8 " , Address: .I+3 LINIKRI E -DRIVE' E , a P� PLS NE NC ATLANTIC EACH, FLORIDA 32233; x"1 a WorNor i . "L AICDESCRIPTION Constr. ' ' P *: t OOD FRAME Lot » . I. 5 B1otl Section: 1 Proosed Use: SINGLE FAMILY T�+wn hip RNC: . Q 3 c , a r� sCoI e; C ubct a €ars SELV'A L I NKS I L3E 2 r ms" edl Value' :100.rov . Cor,t . X13 w �h p� ; til yes � -0 . .5o ITtCiso J KBINO ',IN NEW SINGLE FAM'U F ESIDENCE �¢,k RiA'FION �r, _.... APPLICATION FEES E PE A�. SIDE THRIVE 'RATER A.CT IKPFEE � a D4 T . CH, FLO]kllo � � ' IXPArg ,FEE o' ' 0 .00 'I NrORkT ON RADON CAE .N rn d t N R L�IEI ,*APITAL MPROVE. Std ,00" d .2 LN_Q. � � S Ei� TAP s0a, A I TALE , FLA. 21 U w °HY RAVL I C SHARE `"I. o OSS CNNCTIONP .q LC;kT IXPA*T FEE xsgrrE+vaID:,4w, sn.w§nnxw e watlu �TJr NOTES:" NOTICE-ALL CONCRETE 10R1UtS AND FOO'fiNoS MUST EE INSPECTED$E ORE POURING PERMIT VOID SIX MONTHS AFTER OATS.OF ISSUE � I BUILDING MATERIAL,RUBBISH AICD DEBRIS,FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE p" CLEARED UP AND HAULED AWAY BY EiTHEA bNTRACTOR OR OWNER ;FAILURE.TG COMPLY WITH THE MECHANICS' "LIEN LAIN CAN RESULT IN `HE PROPERTY PAYING TWICE FOR SUILDING IMPRt'3YEMENTS." 1; kt)rT3 ACCORDING,TO APPROVED PLANS WHICH ARE PART OFTHIS PERMIT AND SUBJECT TO REVOCATION FOR , !Itfi:�kiOhLOFI�PPC.ICA$LE PRQ511SIONS OF LAW. ATLANTIC BEACH BUILDING DEP A`iTMENTRept I ,1 ly,/t5l&9 } x > <� CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT �/ /d" , _ JOB LOCATION. ---1___-- _ ------ --------------- PLUMBING CONTRACTOR:_ - - - --------- --- - --------- -------- LICENSE NUMBERS:___ -------------- - ----------------------------------------- OWNER: -4 -1®®_ BUILDING CONTRACTOR: TYPE OF BUILDING: --------------------------- SINKS ---- SHOWERS T-WATER LAVATORY HEATERS --- --- ---- ---- ___ BATH TUBS ___DISHWASHERS URINALS l _ DISPOSALS ----- -------- _---CLOSETS !__-WASHING MACHINE FLOOR DRAINS OTHER /2--TOTAL FIXTURE COUNT V INSTALLATION OF PLUMBING AND FIXTURES •MUST BE 'IN ACCORDANCE WITH THE MOST RECENT EDITION OF THE SOUTHERN STANDARD PLUMNBING CODE.;: x�ct ,,, .CITY OF ATLANTIC BEACH, FLORIDA APProwdby APPLICATION FOR ELECTRICAL 'PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE:j _ 19?, IMPORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, WHICH ARE A PART HEREOF, AND IN ACCORDANCE WITH THE ELECTRICAL REGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES. ELECTRICAL/F(IIR`M: F MASTER E E CIN f� J C JOUSNUMAN NAME 6�.& .!,�.0 II . � ' AADDRESS:_A/P /��/�E), l QE .,[.�•�'• RFD SOX BLDG.SIZE BETWEEN: RES.0%r APT.( 1 COMM.1 1 PUBLIC.( 1 INDUS.1 1 NEWP< OLD 1 1 REW.( 1 ADDITION f ) TRAILER ( 1 TEMP.( 1 SIGNS ( ) SO.FT. SERVICE: NEW INCREASE( 1 REPAIR ( 1 FEE CONDUCTOR SIZE AMPS d COPPER I I ALUM. MMTC"OR BREAKER- 0- AMPS PH 15 W i?WVOLT RA dAY EXIST.SERV.SIZE AMPS PH I. W VOLT RACEWAY FEEDERS NO. SIZE NO. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL 0•30 AMPS. 31.100 AMPS. SWITCHES INCANDESCENT _ FLUORESCENT 6 M.V. FIXED 0.100 AMPS. OVER APPLIANCES BELL TRANSF. AIR H.P.RATING N.P.RATING CONDITIONING COMP.MOTOR OTHER MOTORS AMPS CEIL HEAT: KW-HEAT 0.l — OVER MOTORS H.P. VOLTAGE PHS N0. 111.P. VOLTAGE PNS MISCELLANEOUS ` TRANSFORMERS: UNDER 600 V. OVER 600 V, NO. KVA NO. KVA NO.NEON TRANSF. NO. VA. MA. MOTOR SIZE SWITCH FLASHER EACH SIGN FORWARDED TOTAL FEE 1 a CITY OF ,4A" - Office of Building Official REQUEST FOR INSPECTION Date_ 2— Sr Permit No. Time Received Job Address Locality Owner's C � 'f Name Contractor BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing Rough Wiring 7 Rough 7 Air Cond. & Re Roofing El Slab Temp Pole - Top Out __ Heating Insulation Lintel _. Final Sewer Fire Place Pre Fab READY FOR INSPECTION A.M. Mon. Tues Wed. Thurs. 01� Friday-----P.M A.M. Inspection,Made Final Inspection certificate of Occupancy i R R 4044 . 4 • *: 4'0 WOft t1diTMENT fel .acre OF ATLANTt U, IT INFORMAmI ---„�.�. __�-..--- LOCATION INFORMATION Number Addre ' S1-*, 1610 LINKS IIL* IIRIVL rdt Tyke; A BUILI}Ik�O14A*IIC BEACH, P LqRIUA 322JI sa ' Work. NEW 4E0AL .E3R8CRIPTION » c t r" Type-. WOOD FRA R` Lot : " 1 5 ��'� �r Section: .. ► ecl U SINGLE FAMILY ow,nsh p. RNO; n . xn4s, Cade: 0, Subdiv soon; SZLVA L,INR5IDL ated Value: `_ $96393 ,00 � I 4 I rcay. Cast . to ` 0"fl0 ' 292C 48 catl "' ` $2028. 48 144 Am ►TIIFEES «..,. . 'APPLICATIONi TZ, PETIT 563 OcJ { �p,C�dIG Gtt,: �N'� DRIVE BO � s Y a WI4' I P G F`EZ b 00 "FL 3211 'RADON OAS-H R.8� �'� 83 RADON' CAS 5% yM t x � ZI{ ♦ :4' 41 L ZS'1 A WsA S" X11 E. A # '1 .t}t 575 IVE BE ER TAP FAr HSHARE o a 341 154 77 C I Ec..H JAPAOT FBI tl«Q Iii UT�CHA Y a fTR FOAMS ANd F00TINGr4#4UST BE! 1$PECT t1 BEFORE'POURING .» PERMIT VOID SI LATHS AFTER DATE OF ISSUE D.4�IG`MATERIALO RUBBISH AND DEBRIEF FROM THIS WORK MUSS N .M. E P t LACED IN PUBLIC SPACE,AND MUST.�� D Up AND HAULED AWAY BYE ER CONTRACTOR OR OWNER � At.tJRE � � TO COMPLY WITH THE MEC LIEN LAW CAN RESULT fN E«PROPEI TY O�AINER PAYING TWICE Ft�f# B�JILDING IMPROVEMENTS.. I ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS�`PERMMT AND SUBJECT TO REVOCATION FOR il 3wN�F-APPLICABLE PROVISIONS OF LAW. i, TLANTIC BEACW BUIIINSciGfl*NT r CRYafl 'ite: a/9 Receipt. I Q� BY I. Total payment �qq to a CI?! RTLANTIC f"en IENIIIT CALCMA=IOl1 SKM / Address Date Heated Square Footage ._ $ D per aq ft $ Garage/Shed „ 3 $ / OC) per sq ft Carport/Porch ,_,�_e $._() - -per aq ft = $ Deck ��$ $ C2 per sq ft = $ 0 per aq f t Patio ' TOTAL VALUATION: $ � Tot4l Valuation 1st . /86.o� $ f Remaining Value Sy. per thousand or portion thereof TOTAL BUILDING FEE $ • 1/2 Tiling tee $�. (1 ) Fireplaces ! $15.00 $ BUILDING PERMIT FEE $ 9.7 Of NATER IMPACT FEE $ ' ©•o SEiIER IMPACT FEE $ /SSD vo MITER METER/TAP $ CAPITAL IMPROVEMENT $ ��• VW" RADRR ON (NRB) .0050 s� / SECTION x PAVING ( ) $ HYDRAULIC #MARES $ CROSS CONNECTION $ � o (/W?) SURCHARGE .0050 $ S...:? OTHER $ GRAND TOTAL DQE $ 8 , 'q ADDITIONAL PERI!ITS OR FPS$: Mechanical Plumbing Plumbing Electric/NewElectrics►Teaip______,;SainningPool Septic Tanks ; Well ; Sign_Finish Floor Elevation Survey ; Other CALCULATIONS and/or NOTES: RINANCIA%.PRINTING G'aM e-{ N N �. otice of Commencement (PREPARE IN DUPLICATE) Q� To whom it may concern: > The undersigned hereby informs you that improvements will be made to certain real property, and in 0 accordance with section 713.13 of the Florida Statutes, the following information is stated in this NOTICE to OF COMMENCEMENT. X 1-2 U _ , Description of property _____________________________ ( (� (� �- I NK s� fie. 2� (Z , S , W According to plat thereof recorded in plat book pages �S- -P .H ----------------------------------------------------- ------------ J of the current public records of Duval County Florida. N General description of improvements ______________________________________________________________ P Construction of Single Family Residence with Garage on concrete slab A -----------------------------------------------------•------------------------------------------------------ +� Centex Real Estate Corporation Owner -----------_ 0 6620 Southpoint Drive Suite 400 Jacksonville Florida 32216 0' Address _______________ 0Fee Simple 0 Owner's interest in site of the improvement -------------------------------------------------------------- . u) o Fee Simple Title holder (if other than owner) _____________________________________________________________- N �D Name t Address Id x Contractor ---some--------as-----owner-------------------------------.._----------------------------------------------- S hAddress ----------------------------------------------------------------------------------------- 0 Surety (if any) N ------------------------------------------------------------------------------------------- Address -----------------------------------------------------------------Amount of bond $-------------- Name and address of any person making a loan for the construction of the improvements. la Name ----------------------------------------------------------------------------------------------------- Address ------------------------------------------------------------------------------------------------ Name of person within the State of Florida, other than himself, designated by owner upon whom notices or other documents may be served: Arthur Day Name ---------------------------------------------------------------------------------------------------- 6620 Southpoint Dr Suite 400 Jacksonville, Florida 32216 Address ------------------------------------------------------------------------------------------------- In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.06 [21 [b1, Florida Statutes. (Fill in at Owner's option). Name ------------------------------------------ -------------- --- ------ --------------------------- Address ------------=------------------------------------- -------- ---- ------------------------- THIS SPACE FOR RECORDER'S USE ONLY y ARTHUR DAY OWNER` Sworn to and subscribed before me this I day of Arthur Day 6 a-V f', , 1994 by who is personal y known to me. `\kokx "AGA41►��ii4 Notary Pub c - tate of Florida #CC 302317 o c T 40,17 ed"o • I I l FLMDP4AZU DEVELOPMENT INFORMATION Type of Develo ..-...i i l p+*ent� Flood Zones RequYred Lowest Floor Blovationt it building is located within a flood hazard zone, a survey suet be gado AFTER THE SLAB HAS BEEN POURED, certifying that the LOWEST FLOOR ELEVATION is equal to or above the base flood elevation established for that zone. No sinal inspection will be made and no oertitioate of ocavpancy will be issued until the survey is On •file With the Building Department, COMMENTS* Applicant Acknowledgement* I understand that the issusnco of this permit is contingent upon the . above information being correct and that the plans and supporting data have been or shall be provided as required. S agree, to comply with all applicable provisions of Ordinance No• Z3-7-11 a 11 other laws or ordinances affecting the proposed duel t Oates _ _ Applicant's Bignstur _ N--•n•N--.. ---�_-N-_ .4 Department Use Required Lowest Floor Elevation --------__ As Quilt Lowest Floor Elevation _- - ------ - Survey Filed with Building Department ---�------ -- - ----- ui Blding Department-Representative page 3 , i ,`,.: ' f i ..I 1 _ , y. .) . , ni__ . 00I1 _ I , NU , ,........_ _ t _ AS- BOW 00 1 l l r i.. 1 Cum , �/ r j, Y'T Af L _AO I C r i MUM t 56 . 1 C 6,J I t rv f 1O , t � I : t • Mv MADOT OLA ON W .. U011, . MuK lr ,i+. `, , r �. . wor typo .. _ 15401 attic YIHnUjOr "-. P , i m , .. . _ , i .. o (' _ I- I , ho 1 aby c v! 1 1 "n - , MPI P_L 1.1, ;. l ".. :. ,. Lour r O _ :I {! L I n-.'!_ . r .. 1 0 1 _ � .. tY I i i, 1 >. � MAI _.i _,. �. s : C ,v, Y NO _ _ _ _ _HK 1 Cool - mu 1 t 1 t.. . on ._ . j LOSE r , . -. MW A inn Inc L. WL inn al 00. id l titt f 2 _ _ t _ . . � s .— � _ „_� � � . , ; , , , . ,.. ,,, _ ,� ;_ , : ,, .� , _ �_ .....' � :.. .... L. �.. _ ... i .-,.- � �� :. a w ," T i �r .� ` � . >_ ., � ._ ,, t � � - .. _. � � s_: _ .:� ..� r t - - _ .. � � � ,..' �. i. -_ .. � ., ._ .. I _. _, ,. � - _ ,.. �_ �.� �. :;1 _ . „ � �� i ��11�,: • �� }.., i IInL oil , i _. __ — . ,..� . ,� ,..�,a, ,, � '. �; � , _ ; � , ,,. r � < , , ; � , r �� ,; : , � ,:,- , o _ ' r, . s i Ji i- i : n!i: �i 7( } ', 77 , 103'0}N-7 JBPEG —/ JE 37- , I 13 F6 2" �j, , 22"x41 srARi4c. T SE 0+1 aur 5t' 7-- T S IWS 0, MGa u t d' t .�r��p�..�. I. Do not cut or after trusses W I+ i 1{ without written permission L f` tram True Truss HANGERS z.Trees will 5e built in Ca#0.t*rgHr ' 2 X 6—8 stria accordame with this 2 X 18 *Out X 18 Approved Bp: .............. Date: . ... z CUSTOMERC T" x1 D �-5 1Q$ NAME 37os- �E i RUE TRUSS 6410766 s a S _ tt1fURTAt17 UPTE I jj ON RECEPTION OF LAYOUT i TRUSSES, ALL fMQ$ t FURTHER�INSTRUCTIONS MOOTO CALL RE SETTIN Of TRUSSES.USS FOR �� TP. f 08-05-1993 S = ZIE ANALYS I S Page 1 of 1 11:25:42 TRUS JOIST MacMILLAN (MAST si:-S1001) MARK H. ROSE (S010D) Project Name: CENTEI HOMES - PLAN 13708 A 18 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 toad, LDL) LL Defl TL Defl Member Top Slope(in/ft)... 0.000 Stress Level............... 1331 Span 1 L/240 L/180 Roof Slope(Ia/ft)......... 6.000 Live Load(psf)............. 30.0 Floor Decking............... N/A Dead Load(psf)............. 17.0 Repetitive Member 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/Rept I UNIF(plf) 360 1331 230 I1'- 0.00' 5'- 6.00' from Lt Repl 2 TRIAN(plf) 0/ 130 1331 0/ 80 5'- 6.00' 0'- 0.00' from Lt Repl 3 CONC(lb) 1800 1331 1140 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 coatinnoos support of the joist compression flange. Web stiffeners are required at bearing 1, 2; and special load 3 Mazimum Design Allowable Control Shear(lb) 5435 5435 < 5985 1101 RIGHT end Span l under 1331 stress TOTAL Load Momeat(ft-lb) 25033 25033 < 26215 1051 MID Span I under 1331 stress TOTAL Load Live Defl.(in) 0.614 < 0.825 L/323 KID Span 1 ander Live Load criteria Total Defl.(in) 1.004 < 1.100 L/197 MID Span 1 ander Total Load criteria Span I Kai. Reaction Total(lb) 4573 5435 Live(lb) 2798 3319 Assumed Brg. Length(in) 3.00 3.00 lax. Onbraced Length(in) 46 Copyright (0) 1993 by Trus Joist MacMillan, a limited partnership, Boise, Idaho. TJI(") is a registered trademark of Trus Joist MacMillan. TJSi:imgT" is a trademark of Trus Joist MacMillan. r - 1 Spec 0 ecltice so seal is e ►Pte Z�H,23• nd��lcstl0�' utSelbClehap e�,d Rvt1e5vselo•,�tah e�nIgOi�nldear Q o.'.f e Pr°actwo I ha Sorhchtge o otruss tthefesM listwPtide low ateaenPefct IO Is be be covdiv% e et X%OMOM sloeong� Xater, thlvlatlO1, / , atoo �n ZOO AO A 1 0£ 2 10 1 1 ,� © 2 Of .�'' 1 � :W N LUMbel SULL K W THE V99WI90 MINIMUM SRAOM 0) COMGCTON PLATES SMALL Y NGTALLSD SVMIEIOICALLV ON M THIS DESIGN is AML$CAME To SHORTER SPINS TRUSSES o/ ISI 0"' INDICATES LATERA.MACIHG NENSER (IXA MIN.) SPEc3ES. AND MAXIMUM MOISTURE CONSENT. W SUCH THAT THE JOINT. IDENTICAL LOAOINS AND CONFIGURATION. 141 INSTALLATION ANO ERLCTIW OF THE TAAR S; PERMANENT. O IS OF MISER ALLOMASLE STApi VALUES. ALL VALUES USED 0 TOP OpO 04-IQS AUL MBE POCOMEtOE6 IS scow SN 164 TOP ROAD SULL GE LA19OULLV SPACED 931640 9V SA- 1L 0~v WAGING SnOULD K 0014 3N ACCDgANS Mi1H FOR DESIGN AM BASED ON INC LAICST EDITION M TK NM- DIRECTLY AGOW A MTTON SHOO S LIC9. MiM.) SKAIMiNs 00 SPACING MEMMEK SPACED AT V-9.O.C. CUAPIMT TPI SAACUG ANO CRECTIW H4UCATIOB. 1101"DESIGN STAMDAADS PUBLISHED DY THE NATIONAL 11 V-0000 APPROVAL N MMA TGC USM. no TO 0014 0000 INAX.). 1f) THIS OESNH C01IOVG To CURREMI TPI DESISM SKCIFICA• FOREST PDXXXXIS ASSOCIATION. not. UOCA FILE 00-1811 Ell THE BOTTOM DRORO SHALL K LATERALLY UOAMD EITHER BY It"FOR METAL PLATE CONECTEO MOOD JASKS AAO as THIS CESIGN is USED W CLAW CONHECTON PLATES ONLY. Es THIS TRUSS HAS""010114110111 FOR TWO Lamows sol 1/11'MIN.) DRVNALL M GRACING MEMBERS SPACED AT SO'-O' DUALITY STANOARCS FOR TRUSSES. y CoGECTOORR PLATE SSIZESSAf pYa 00 ON. AXIE SAW ON AXIAL FORCES BYs0 GES. MIT"CH THIS T1IS 090E d.w 11GTA{LATION MO BGE SMALL OOf01M 1]I ® INDICATES BEARING LOCATION. IN NO NENBEO OF 7NE TRUSS MAY BE OJT pR NODiIIED IM ANY MAY. AXIS IV9A. BY NOMI I- Mp "Odd Web Length Maximum deflection occurred at bottom joint 05. -CONFIGURATION i LOADING SPECIFIED BY FABRICATOR. -Plate turned 90 deg. Maximum Live Load Deflection of .190. Index-.335. (L/1072) -PLATE TOOTH VALUE REOUCEO BY 35%. 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 - 1 110 L in to 0 Un Un in in 140 to t E f PVx1 i i t i Q Rl R-1016 in R-1016 (3.51 (3.51 i6-1l-32 P-29.5 10 PL HIS TRUSS ANALYZED WITH PPSA3 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 3360 4110 3926 3023 1359 CLARY A Division of PLATE TYPE.' O.C. SPACING LOADING ASF) TC LUMSEPI2-4x2 02 Ds SP DESCRIPTION ALPINE ENGINEERED PRODUCTS Inc v-2000 2-0-0 40 16'11-3/4' GARAGE HEADER 1001 S. GREAT SOUTHWEST PKWY. 5.0 LL TC10 eC LUNSER 1-4x2 S2 Ds SP ENG. FOR EA GRAND PRAIRIE. Tx 75051 OL TC 0 TRUE TRUSS INC. 5N0 ACE Program t2141 6a0-3940 LL eC IIEeB 4x2 03 SP IENKA TRUSS PLATE INSTITUTE 568 ii 33% TOTAL�1 PPM)ECT' MASTER - °AT�6 OCT 1992 f"2 EXCEPT A$ MAY BE NOTES 11 ltN0F W SHALL M OF INE*PECIFtEO MINISGM ORWES. N CONNECTOR PLATE$ON"M 04VMASA OYMETAICALLY O4 t* THIS OESISM If APALICwE To*MORTES*PAN TOSSES OF 131 � INDICATES LATERAL SPACING MEN*ER tSI4 MIN,) OPECIES, AND 1WTIMUR MGISTURE CONTENT, M SIKH TWT INC J01001. IOENIiCAL LOADING AMD CONFf*UNATTON. IM INSULLATtON AND ERECTION OF UNE TWSS, PCAYWEMT, AND i3 OF M1641 ALLDWAOLI 6IPESS VALUES, ALL VALWS OSW N IOP ENOIO O!t ICKS lit NST 1000144010 TQ at" USW TME top C"NQ WALL OE tAMPALLY RACED 11TA4tIS OY S/*' 11*W V SPACING ENOLtD OE DONE IN ACCOPO+MK all" fon 9E*1510 APE"RD ON INC 4,0961 EOtt IOM OF IME MA- QIRLCIV A*OYE A sallow ODPQ SPUCC. 1I104.1 "ATNINS OR NIACINS 06WAS EPAC'A AT VW Q.C. COWNT IPI 4R4CI00 ND CACCTION FIILLICATIONA. TIONAL DESION STANDAR06 PL 1646 OY IME MATIONAL M V-0000 APPAQVAL MIOMM MOO Oi4t /TSA T06 MIL GOO' 0400.1, 16i IMIS MON Cowww t0 C."VNI IP(OCSIIM SPECIf ICH FOREST PNODWIS ASSWUTION. )VOL 00CA FILE t1S-SM fit tog 601 IOM CMWO SMALL fK I.A11RALIY W04CO Ei YMER 6Y It"fOR METAL IIAtl C044CI169 0000 IN61MI AND 0) THIS DESION IS SA,&ED ON CLAW CONNECTOR PLATE*OILY, M THIS TRIMS""SEEM 01310-12,f""a LOADIAN SHOW US*0111.1 DRYWALL aR MACINS MINERS SPACE*AT 10'-0' QUALITY STANDARDS FON TOSSES. 31 CWKtIOR PLATE*SIM ARS OASED ON AXIAL FORCES ONLY. ON VMS QItAMINO. INSTALLATION 00 IME 6NALL CQW0W Q.0 S4Ax.1• IN 110 NFWEW Or THE 16440S MAY EE CUT OR NOD1FtO IN ANY WAY. 41 CONECTDR PLATE slats ARE OIYEN M DEO. "ii 6Y*DEO. WITH TMfi DESIGN lit ® INDICATED MARINS LOCATION, AXIS SYM OY 1100017 1. -Odd Web Length Maximum deflection occurred 6.720 from the left and of bottom panel #14. -CONFIGURATION 6 LOADING SPECIFIED BY FABRICATOR. -Plate turned 90 deg. Maximum Lire Load Deflection of .234'. Index-.414, (L/871) -PLATE TOOTH VALUE REDUCED BY 15x. P-Typical Panel maximum Total Load Deflection of .322% Index-.379. (1/633) -HORIZ. STRONGBACKS PER PCT-6o.SECTION 800 REO. Total Quantity of trusses - 1 75 L rn In�t m t*xcI2 1r1 An th 11itI 1aYt1 iX rw� in X tIi 1V in N In N I n tV 1n N US CY IC 14• 1 rn f. to to ti of iIl En in I i In In R- 1568 Iiy In R-1568 (3.5) (3.5) 6=} 12 TP-31 IQ..... .�..� L .......�,.. ..�..�.. ... HIS TRUSS ANALYZED WITH PPSA3 ORCES (Left to Right) OP -2280_-2280 -3182 -5182 -6617 -6617 -6517 -6617 -5182 -5182 -2280 -2280 ESS -1533 2653 -249 -1975 1329 -219 -1089 645 -219 -218 -216 -219 645 -1088 -219 1529 -1975• -249 2653 -1533 OT 0 3916 6083 6798 6083 3915 0 CLARY A Division of PLATE TYPE: D.C. SPACING LOADING Owl TC LOWSZ-4x2DESCRIPTION ALPINE ENGINEERED PRODUCT$ 111r V-2000 2-0-0 40 , t2 Os SP 16'13-3/4* GARAGE HEADER A 1901 S. GREAT SOUTHWEST MIT. 5`Q LL TC10 6C Ltbft*2-4x2 02 Os SP ENG. FOR: ND GRAPRAIRIL Tx 75051 OL TC 0 4x2 I3 SP TRUE TRUSS INC. ONCE 121Program ,1 Neo-3940 LL SC W" 1122 s 1 3371 TOTAtSo EXCEPT AS MAY BE NOTED PROJECT: MASTER - T'66 OCT 1992 scl-h TRUSS SPECIFICATIONS FOR Centex 3708 A - The numbers listed below are a list of truss specifications for the project named above. These specifications are attached herewith and have been prepared under the responsible charge of the Professional Engineer whose seal is affixed on this index sheet in accordance with Florida Statute Chapter 471 and Rules of the Florida Department of Professional Regulation Chapter 21H-23. DRAWING NUMBER DATE 15416 1019 Rev.2 3123/93 15416 2019 Rev.2 3/23/93 .15416 30019 Rev.2 3123/93 1 416 4019 Rev 93 15416 5 019 Rty.2 3/23/93 15416 60019 Rev.2 3/23/93 15416 70019 Rev.2 93 15416 8019 Rev.2 3123193 15416 9019 Rev.2 3/23/93 15416 100019 Rev 3/23/93 15416 11019 R v 93 15416 12019 Rev.2 3/23193 15416 13019 Rev.2 3123/93 15416 14019 Rev.2 3123193 ,``,��plt[11111l11}t�j�t 15416 150 19 Rev.2 3/23/93 �.� ,.... �F 15416 16019 Rev.2 3 23 93 15416 17019 Rev.2 3/23193 15416 18019 Rev.2 3/23/93 _ �0Q .; 15416 19019 Rev 11 LUIeEa SMALL BE OF IME SKCIF Ito M1111MJM GRADES. 5! CGn1ECTUR PLATES SMALL Of IIISIALIED SIIIMEIPICAILf DIT I4: ALL 1E051011 011IRti MEMBERS ASS:xEG 10 BE [bll lltlxt.w.A t IA! * IIwICAIES tAtEPN. 6MACIIIG MEMBER 1124 MITI.) SPECIES. Nxf 191 MA/IM'JM M31S I'AE C:i1TE11T, AR VICII IMAI THE .wit/I BRACEG 61 EITIEH Jib' .M lilt Fy 103J0 SMEAlMllia 1/_' 14. IIISIAILAII:AI AIC EFECTIWI;F TIE IGISS. AEWMEIIT. Nx: IS OF ICIER ALL:WABIE SITIESS VALUES. At VALUES USED B; IIP CACAO SPLICES APE fool Pk CAMME IIDE t. 14 GCC'.w 104111: LMIRALL :M BPACIH.3 MEHFIEFS SPACED I4' O C IHA/1 ItMPC API BOAC1115 SMG: C,8E UOIE 111 ACCCAf NICE MI1n 'OR DOE US APE BASED Olt InE LATE&[E0111J11 ! IME IIA- GIRECIL'I ABOVE A BOITGM C16MG SPLICE. 'JIx ESS Ix.1F4 GIIEHM ISE C1IFHE..I IRI BFAC IIb NG tPE'-11:21 W.IBL ICATIGK. 11G1AL GESIGI STAIxiAMOS PUBLISIED BI IME 11AIIOIIAL 71 V•2000 APPRO'IAt 10JIWfRS: ,KC 2342. fnA ICB 2014. SBCC 1t; At CCRO'Rt5SICA1 CIIfiRli MEIY+t HS AS5!AIED 10 BE CG1UI1i V'JSI 11 b1 11115 GE 51004[GIf 4Nt5 TG.JFIEMI 11'1 OCSIUI SPECIFICA- FOREST FnOOtK1S ASSLCIATl01l 7251. BOCA FILE 86-125 BRACED 6/EITtILM J16' 'lllfl.l PLf A;O SIE A 10411✓'. I;2' IIGIS FGR MECIAL PLATE CLHIIE-IEG Ill" IRL•SSES NO 21 THIS OE51G/ IS BASED GI CLARA CGeECTOP PLATES GEn Bt THIS 1WJSS HAS SEEM GESIAtEO FOR IfE LGAOIIG SHOOT (9111.1 OPIWALL UM BRACIIG MEMBERS SPACED At 16• o c. OUALl11 SLAIIOA%S FAR TRUSSES. 31 C014ECICA PLATES SIZLS ARE BASED Dtl A"" F'JnCES OA.I. GI IIUS 00 WIIG, IMSIALLAIIGI A1C USE SMALL COI FG1M MAA!• tx►ESS TOOTED OTMCRMISE. It! 110 ME04FEP GF TIE IPJSS MAI TE tall OR M.1FIE0 IH NII MAA• 41 COVECTOP PLATE SIZES AFE CALLED OUl WIGIM iACRG15 SI OI S; MI TM THIS fESiGI 12i IfE1l CAIES 1'E.R Ifr.LUC 11011. 171 SPECIAL RATIOS.114 CAPE SMOIA0 0E TAMEII GWIMD SHIPPIIAI AUD of LEIIGTn IALGG SL8IS1 N,IME aP1916TATIO16 C.f TIE B; In IS Df SIGI IS APPLICABLE TO SnORTER SP-11 IP,ISSES Of EPOCIIGI OF IFJSSES SEE RIB-9f FOR PECCMEf10AI IOUS ..IIE CAL, Ill DIFECIIC4 OF THE PLATE LErY+IH. _IBEUI IF& TOIL LLR_NL C011f 1G'.IPAI IDI ._ - -COIF IC"ATIOU AIG LOAGIUG SPECIE IED Bf FABRICATOR -AMI IIGIAL PLAT IIIG FUR HAIJU IIW TRUSSES 15 RESPOUSIBILI I( OF FABRICATOR. -THIS TRUSS IS DES1611ED 0111_1 FOR lttf LGAOS S110WI1, PRO'JISI011 FOR 111E PREVEIIIION OF POt1D116 MUST 6E MADE AIIO IS OOT THE'RESPOtISIBILITY OF THE TRUSS 1`46641CATGR OR CLARt. I -FALSE BOtTO11 09" 111FGRMATIWI FALSE BOT 21-0-0 Oil LEFT VERTICAL SPACIIIG-4-0-0 USE 1411411" OF 2.4 PLATE FOP FASTE11111G FALSE BOT CHORD VERTICALS. USE 3X4 14I11. FGA SCARF ql FALSE BOT CHORD. .•TRUSS 001I014 CHORD 1.80VE FALSE SGIIG11 CHO14i MJST BE BRACED WITH IA4 CGO1. LAIERAI BHACIIIG AI 200.C. MAA SPACING. 3-6-0 RUN 5-5-6 5-0-10 5-11-7 6-1-3 5-11-7 5-0-0 — 130 1-5-14 02 02 f2 02 A2 —'15-14 7A 74 PLF Max Height 5-7-3 32-t-0 921 12 Q 5 3160 t 12 \01 617F 7630 6530 12 6 v SX.�i ` �� 378/ t 1 L 1 T' / 8 x 3x4 3 / \ 1740 1910 951 1661 2111 37t0 470 \ fi �� \ 1611 1361 m I 25820 1=10 26091 (3.5151 m l 5 m 13 5139X e iT 7x6 3x5 N 3x6 0 5>t a 3.43 3x5 •11 12 _20 35 20 PLF 3-6-0 —^-- — 10-6-0 5-11-7 6-1-3 5-11-7 5-0-0 2200 1-4-0 37-0-0 1-4-0_1-4- Q BUILDING TYPE: Enclosed Residential CODE: StaTidard Buitding Code (SBCCI 1991) Set WIND SPEED: 110 mph MEAN ROOF HIGHT: 151 TRUSS LOCATION: (Se) area NET WIND PRESSURE BASED ON DEAD LPADS SHOWN BELOW UPLIFT CONECTION REQUIRED: Z0 yA # AT EACH SUPPORT. SEE NOTES 10 AND 11 ABOVE. No trusses: 1 Special Loading; Refer to Loading Diagram Maximum deflection Occurred at bottom )Dint Y4. FASTEN TOGETIIER WITH: 2 MelAbera Required Maximum Live Load Deflection of .558' (9/16). Index-.452. (L/796) TDP 10d NAILS 12'O.C. Maximum Total Load Deflection of .874' (14/16). Index-.472, (L/508) BOT Tod NAILS 12'0.C. RECOMMENDED CAMBER: 47' VOEB 10®261,3 _Z 3-934&1/ FASTENUATA ORNILS OALL PANEL POINTS. 3-22-93 VVI-ID D/lG_(/ DO NOT NAIL OR BOLT T1IROUGII TRUSS PLATES. (-%%I CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING IPSF) TC LUMBER TRUSS: 37'0' HG-5 T-1 DWG. 0 ALPINE ENGINEERED PRODUCTS Inc V_2000 2-0-0 LL TC 30 2X4 e2 OS SPT" ENG. FOR: TRITE TRUSS INC - SDS 1Bo1 S. GSW PKWY. BC LUI4BER PROJECT: CENTEX 3708 A DAZE: 25 Feb 1993 GRAND PRAIRIE. Tx 75051 7'0 OL TC 7 2X4 02 N SPI (W (214) 660-3940 PLATE AREA: INC FOR STL- LL 8C 0 WEBS LAYOUT 10: 608 33.33 DL 8SCALE: C 10 2X4 03 SP ADDRESS: MEMBER TRUSS PLATE INSIITUIE IOTA( 41 1 F xi'FT'T Ai MAY PF II�11FU IIB 'IJ --------------------SSSS-- SSSS— --SSSS— —---— SSSS— SSSS------- ——`L— -- 1) LUMBER SMALL BE OF THE SPECIFIED MIIIIMJM GPAOES, 5t CUSE_IOR Pt LIES SHAIt BE INSSIALLED S'MIEIRICAIL, 011 101 AIL JERSVAI CtA1F1 MEMek"S ASS',AIED 10 BE CG11111AAx.ISt I3t / IIDILAIES IATERAL WLAC IIA.MEMBER $uA Mill., SPECIES. A14D 19%%A/JW.A4 M31SItAl C31IlEN1. OR S:1CH UTAI THE 171111 BRACED 61 EIU(M 416 441111 PLtrUJ(1 51EAilt7 u3 1/2' 1At IVSIALIATIGI Ill.IAECII.AI LF 1HE TFUSS. PEFMAIEMI. MD IS OF HI(NfP Ill;iyABLE SIPE55 IALIES. ALL IALIES USED tll IDP CnCNG SPLICES APE HOT NEL�.1r4EUDEG 10 G!:C'JP IHI111 E+R'.All :N bHAC 1141 KAbE/'S SPACED lo,- . c INAl;. It 14'CFAP• BRAC111%S11G'AG ME UDIE 111 ACCGPGA1x:E r11H FOIA IESIJI ARE BASED pl THE LATEST EDIIIOU OF TIE ITA- GIPECILI ABOVE A WTTGN CnIiPG SPLICE. u4 ESS H91ED OIIEPWISE bwJ�Clot IPI BPACIHG MG LPECI Iv1/PJtll IUt 1106. I IOIUL GESIGM STAIJOA1405 P.IBLISIfO Bt 1nf MA11p1AL 71 Y-2400 APPROVAL Ir,.rdERS: _'eC 2342. FnA TCB 2014. SBCC IT) ALL CCIII•FE SSIGI Cl✓AG ME1t1EPS ASS'JMEG 10 BE CGUIU_VjSt.x151 InlS Gt SIGH CGf ERNS IG C!1FPE11/ IPI DES pI SPECIFICA- FORESI PP)CUCTS ASS3CIAIIOU 725t. SOCA FILE 06.125 BRACED Bt EIIIfM 3/8" MU1.: -Lt1-i0 SiEAU4111G t/e' IIGIS F:A METAL PLATE C1AfECl[r (IOW TOLSSES Art. 2) 1MI5 GE IS BASED pI CLARI CG44ECIEA PLATES GEt BI IN IS 1nUS5 HIS BEEII GESIGIWO FW INE LGADIIG S1tM#1 'NMI DFi I11ALt. VH BRACIUG MENHERS SPACED Al 16' 0 C. LAULlif SIAIDAIAGS FA IPUSSES 3) C-8ECTGR PLATES SITES ARE BASED(Al Ax1AL FORCES OIEt. OU THIS(RAMI Illi. 111STALLAIIGI AID USE SHALL CCA.FORN lIAAI, UIE ESS HOILD 011lRAISE. Ib} ITU ML1J)ER(f lIf iT.'JSS NAI BE CUT GP MOG if EEO 111 Mlt MAI. 4! COO IEC ICA FIAIE STIES AFf CALIEG.7.11 oiGiN IACRDSS SL O15? WIIM IRIS GE SI:i1 12} 11DILAiES(IE AN III:(l6_ATIGI. 17! SPECIAL NM D11110 CARE Sr10'A.0 BE IANEII fAllilq SHIPP(iD AI BY LEHGTH IALCHG SL PT51 ND THE OI+IEt1TATIOI Of TME V� THIS DESI SII IS APPLICABLE l0 SHORTER SPAN IP'JSSES OF EHEC 11 vl OF IP:KSES SEE n10-91 'Up PECGArtIDAilp6 IKCTI(41 QF _111EgAl!`LEtY..ln IGEtlrlcAl L11ADItw ACID cpllG_-'EAIl.;d1�_ -- - 511 -CGIIFIGURATIM Alr LOAGIIIG SPECIFIED BV FABRICAI(JA AOOITI(AilL PLATIIIG FUN IiAt CtlllO (PUSSES IS PESPGISIBILITF OF FABRICATOR. -11115 (PUSS IS DESIGt1ED (51IL7 FOR THE LOADS SIK)WI. PPO'flSIOtl FOR THE PREVEI1TIOfl OF PGIIUIIIG MUST BE MADE A110 IS 1101 THE PESPGISIBILIlf OF THE TRUSS FABRICATOR OR CLAPf. -FALSE 8011014 CHORD 111FGPMAT1011 FALSE 501 21-0-0 011 LEFT, VERTICAL SPACING-4-0-0. USE 14111I1AU4 OF 2,4 PLATE FOP FASIE14111G FALSE 8GT CHCAD VERTICALS. USE 3x4Mill, FGR SCARF Oil FALSE BOT C110P6. ( ,PUSS BOTTOM CHCPO ABOVE FALSE 80TTG4 CHORD MUST BE BRACED WITH f%4 CGI(. LATERAL BRACIUG AT 24'0.C. MAX SPACIIIG. f-6-0 3-4-a 5-5-6 5-0-10 1-5-2 /-6-11 1-6-14 4-5-2 3-7-8 RUIN RUN - 74 PLF 1-5-14 -- ^1-5-14 Max Height 5-7-3 12 11ZA 6 12 242E d 6 1219# 3331 3381 333# 2B9# 12 to m 3780 / �� 248# x x 67k/D'A 3x1 ti 3x4 JIB / _ 1231 3 4 PIF / 590 901 91/ 96/ 1131 661 in 1011 1161 Is 17110 4 o1712/ 13.5167 1,1x7 3x5 3%1 3x8 —113 5149% e �`Z ITS 30 12 26 PLf 10-6-0 1-6-0 4-5-2 1-6-14 4-6-14 1-5-2� 7-0-0 #2 02 02 02 02 02 1-4-0 1-4-0 37-0-0 Q BUILDING TYPE: Enclosed Residential CODE: Standard Buitding Code (SBCCI 1991) WIND SPEED: 110 no MEAN ROOF NIGHT: 151 TRUSS LOCATION: (Se) area NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW UPLIFT CONECTION REQUIRED: /011;st3o 0 AT EACH SUPPORT. SEE NOTES 10 AND 11 ABOVE. No trusses: 1 Maximum deflection occurred at bottom joint #4. Maximum Live Load Oef)ection of .537' (9/16), Inoex-.436, (L/827) Maximum Total Load Deflection of .842' (13/16), Index-.455, (L/527) RECOMMENDED CAMBER: .46' Aka-V. 3-23_q-3 O&1 j _—J_[1EY 3-Z2_-g3 .C�.(I�3t� rh w, Pap- CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBERTRUSS: 37*0I H-7 T-2 OWG. 0 ALPINE ENGINEERED PRODUCTS Inc V__?000 2-0-0 LL TC 30 2X4 #2 N SP >' ENG. FOR: TRUE TRUSS INC - SOS 154/69 1801 S. GSW PKWY. BC LUMBER PROJECT: CENTEX 3708 A DATE: 25 Fen 1993 GRAND PRAIRIE, TX 75051 7'0 DL TC 7 2X4 Y2 OS SP Z°` (214) 660-3940 PLATE AREA: INC. FOR STI LA- BC 0 WEBS LAYOUT 10: 990 33.33 DL BC 10 2X4 03 SP ADDRESS: SCALE: n MEMBER TIIUSS PIAIE INSIIIIIIE IIIIAI .11 1.,''"1 nit .11, 1.., 1/H 11�� A), 1H:,HFp,dH 'r.11F^(G'�E'(E4 1F lEe 1ppitA • ''� AN"+" rF Fvt CUf SFE;,u SES. (lp, 41f!Sok ---'�tod �(`:��ate�r: i� res ",(�9FpS°w�"BE��AWO CA00 +#, •>r ° 1Fgt 5 A (Faf> 1 top py 1'+ti. ,,,o tG 1G )Sl Wk jt SW (MF pE 50 d.e/ lQp- r+Er$t 111 p1 r Sp l` t(itr�' U,,&%, 00 0 itA V SEE'r1 OF f iCF to'El µH�cfG a M, .Va i �sE�F pF55te s oF10 l Fc' °I pit F PV, 01 °Fu an8 F F0f'1SPdt`'1 P0�1`'la is Wt 6 i, 1F vol"1 wttt F ,•Ep5 spFCE EC1f jED SSS 15 tOV0% P pE`�pg151 ti"`to $.t**Fwl`�4r N`Es t f4,fw, V+ cll%- �Fl EtF W[ � lil 4 fOP 4 ptD S 1WAQ51 tt F4 G:�', c t%I d,,,,Gfr, v,rMF$tA(t HFFFS sa" 1�Y,FP11 Fj1ttG pt M.+ �•NFA' 0 vEPt1C�'S. ~!•11 dE trF£L 1Mlit 1 UtSES BtP Pt• 51[,t1E itF�jl y." cFts 5rr pF,c '� aoF 1•ltd/ct(E`' 00111 ss j5 PiA�1F RjGP CO- T.SE g6t CHS Nlj„tri r s �y Fr£�`(y°rpt��i Ft: ® jOil N1�E• iIE 1��ct o�Svf RE S 1�E�P f'1EF1-A COO Fp -X151 BE aP►�0 rF'"pE,c( Fdpcir N"� S'i1 �0 UW I'D USE (W�'`'f5 of of ""Aw l 0-D( NI.SIE F F FWSE tG C1' .1i t6. 11•M lf' ,;.wt o pl Ap? f1,E to GE ItO �,p at ��--� .f F45E 00j 2 2+A of to Bpl f Sp ` wltrl Ht. 7H r15F 1�, 1fp / SE l7f 5CF M1 y,tF,1F 11t't ES1tEN.� ; Fro FM' 7r 72`'5,a X55►M/116' 1 f(3 1`3l1�/ fU5f N1Ftl;"ttt. Fop h��E't rt p.••' µl,.0 I, A SS 01 to "At 1NFtyirr-� r di �i`1H;N�t7Eis ! 1`�'" .1(,j4w559oj`F,E ►c jtt� t1 t. ES.;aip tw'@ E uy Pp.15+�o it (op Ftif1�5°r%Ut51 y. 1`n.•onl1.F1 'R Co111. 74 pCf IDA. COO Fp°ES�,ES1w S MS put`x "Ac, O.fFM jtut *,Alt f10141"o*s S�t tES Sl g i t,L%. 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Nsx'�u� jots �, A M2 AopaEss'. x t11NeE 2K 59 USBe$' i Na Volk 30 lu'",ASF\ �eC `pµO,P �xq �i3 5p 00 tr /'AClllp ` 1C 90 2x4 11.Fttir `;, .;,t.1 `t� ttp;,00\^ 1f1Ea E'ivaua r \ `tom tty'%tcot hof 1"6SE5'Cos CP It�ap'►�Ena ftas,'4p♦ti.1 S .0s Mft @Cts 1W.Et ptt+'�.Ctu j° 1v'a' ',oft p\` tti4 a"S"°„Ee-9'Ems` CFtcp. oltstF"E�»i r+?�fj P,caw Pgp.S' o"�ylt b' °r` ,fit t � t ok °tape FFBP��i t518�+151a 1 ill �o"A"tkpk,,'OEPS sv.cE �ECI tE05PP�SpgSl9 i \e\tt8 S,M�iNICJp 1i•'ll Cons\ EE\\ 'UpE Pg116 E P11\1EGi1 ll�1y �j ` tt RIL+\O A4% , 15 1LosWl lr#, q,N} ltts ftt 0 t0 VE 01A C l 8wiu.t �w.r;p1tw CGAtC�Pt pl,Fll151W#G NA\y5l BE M`i 4 VEP11Cµ5' vff(,ttP pt`1E5 a0it ,'ll"ftJ 1�9� �\ :MFe1.}1pyG.tE -F�1t 1PV`'S 1��PGP CWjGP OP a;FP Sp 5E 00l :t� Kl1H ifx 1tN ypt10ES�y1;Jf •s'yA' 14'Fpj1w E �OCAt' 12i _lNlS ttl lG fC� GPNFII Pt ICFt 1w fN- epFC�G / l-C 9! 14 u0*F6,,yiE `\r . � �,11# ytftt t! 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'ypEtE 1 ft E� Kt iN 1t{t }t 71pE•yPUSS pF 1t\S1 StJ� 05E Nlla 4 Plit. f 0 f8C}'JE'1�M 0 C. it\E ,IS µI.5. 1yt C'f \JA NlS fPfM\t,At �e,E 10 N,t eEµ}7tH Slit 101 EO lat itFt\a i et `,y11t\lot OE is ip'ptEC 5 00`FOtAN PFCl1W t\y6EpS po AL AQ Ott tt#,y*,0 Y' °tf1E5 UL it D1S1 MG15 gESEt'tt 11 o"',e„/Cr#p ®F`AQ pOS p EC1CF fiPCE CfiA 9` 9t la COttl lE �t1 ptf 1S J SlC.tst 'St;54�1`L 1tT i Cfif t Fl1Ft MCp f�f1�►t1 ct X15 SE.O 5t p BF E Q!f ME j t0N Gf 1rE S5'est"16t"�FIES;� :P1t1flF 31 COWS'cp ptf q16•itv\st 7i 31 CySOL tet 35 2i Al pi tEttG g_'1'0 1A 3X21 3� /`� 396# 4"AI-- 3e1� lg1♦ S obt / � 341 A' 87 1 4 t071 a "231 jo-3 cry br'f µsx might 6� � t75�gj71 ptf cn P 2013 h \ 3f? Ask 12 used Res1d SSCC1 igg11 ►� . ` 5f4 odo jYP'C' E�1d1^9 C 6 �f 3xA BU1�fl1RCarord gut 80-� (. 2x3 0 CppRI Spf i1 is arca `�S Sjq CN �►PPOR �+ �fe Il 0" I,A"o W1Mfl Roo* 'AlGN (gel 09 ID b 3 MEpW 6011OW RE 8!,5E0 VD1 3 sxc ,y A_3_i 1RLoSS 1µD PRRS�M RRQ0iR VR a"1 r-g,3 NRt W t �ECZ 1 11 �,g0 3fe e-�,o SER NptES 1� t� OMG' 1p 1'A'0 ' q oSpt #A• (,l.I�ga21 y�-•.�"`j +► gg3 of pottoa }dex..23A' U.19021 0W-�i s feu t�rrgd•at5/�51, Il�tdeX..2'►4 U tt,�tl�� -3j d g�tIC ” 5� pFtE: 2� a dettertLion of .2452•` 1jt161. j , —5,% 3105 p MaxiOp Oef1eC u+ �\�' 't �r2?.g3 t 5 ox 'll 3�p� J F CEN Vc I-oae Qe�1e�t�°� Eqo Cl: Mkbll @ Total Load Do NSP 1 p"00 1u. l Naxlau � tC 1t/tAflEN X4 AM2 N 5P fppgf55'. Sges Ips trVpAp1NG F9C LUMpEP 2XA SP l A Y3 tla fr SpAE1NG E� le 3p 2X Y ur tt.�tr11 tn.c- � 0 sG ytE6s Mf 0 tk4#EA SHALL BE OF U4 SPECIFIED NUAWA4 6PATTES, St C011ECIOR PLATES SHAit BE 11f5tktED S'W*IRICMLI DIA till Att. fElSirt C-041 $01101"5 ASSt#ED T4 WE C014I14AHOtP,tr tar A" SPECIES, M4) 98%1AriA0A4 MOISItA•t 0HIEI0, ;A%W"THAI THE.Point 84ALEG 8r kiIH11k J18" +NUO Atlptaw Sif AtHllwA. 412' 141 HAS IMIA11(AH IS OF ni"11 ALLUNABLE SINESS 4AtUES. ALL tALUES USED Bt ICJ+CnCFD SPLICES A14E t4DT NEC:404V"G iG CFC.0 (NIR; 141,HALL :44 8HAC1tIG 141HEi1S SPAtEG TG' A C INA,, ItwC.-AP,004111•"5— IDA DESIUt APE BAYED 014 111 LATEST E0111:44 QF ITE RA- 61NEC1£'+Mtwif A 8OITi,M 000 SPIE. :AtE54 tK Tta G1IEPNT ct CUPHERI IPt BRACIIG MG EEt— TIOTIAL GESIwT STMOARDS PJBLIS,*D 81 THE IIATIO114 7, Y-YGDO APPROm OFJOKHS. t6C J342. FnA 1:8 2014, SOCC 11) ALL C(441PESS1C0 L'6mb MENIBERS ASSUMED 10#E C(WTi ITt..rti'.ISt r1+a1 )NIS GESIGII CGiOHNS 10 Ctowt+t IPI FOREST POKAXIS ASSSCI01014 741. SOCA FILE 86128 URAC€G B!EIHEA 1/0' ;Mtn.; PLfWXG SHEATHUG, 172' IIE44S FCA NEIAL RATE C(J*1fi.1E0 PUCO IAC+SSEa. 2) THIS DESIOII IS BASED GTT CLAM CG#E.^IOR PLATES CIA.t. BI THIS "pi55 HAS B££n GESIU*D FCA THE LGAOTM will Mil4.} DRrHAt.L Uk BPACIIG PERBEPS SPACED AT t6`P C. AAJAL IIt S4110005 FIA TRUSSES. 31 CD#ECiGA PLATES SIZES ARE BASEG 1x4 AA)AL F:AEES OILr. At THIS 0PANDS, U,SIALLATICAH MG USE SHALL CIAFOHW 1NAJ!, IxtESS Ig1ED DTHEWTISE, 161 110 AEt4IEA OF THE /PUSS NAI BE CUT CA MODIFIED RI Alit NA,, 41 COBECIGA HATE SIZES AAE CAILEO V1 #10TH {ACROSS SLOISA x11" THIS DES13n i2i � 111DICATES BEAA113 tOCAlful 17) SPECIAL HM441O CARE SHIDULD ME TANEH"114 SN)PPTI48 MOD 81 LEnOTH IALOUG SLUTS: MG THE OPIE1 4 YATIO14 OF THE B; THIS DESIGH CS APPLICABLE TO 504PIE14 SPMA IPJSSES OF EKC11414 OF 1f+JSSES SEE n18-Si FOR PECC4ME148ATIOIS G I'Ai -CGIFIGLFATiftl AEG LOAG11Ms SPECIFIED Be FAORICATGR -ADo1TIC41M, PLA))TIG FOR HAICLIH3 TRUSSES 15 TESM45181LITY OF FAMICATCA, -THIS TRUSS IS DESIC41EO WILL FOP THE t0A05 SHOxH. PAO•IISION FOR THE PAEVE1111ort of FICOU16►MTSI BE WAGE Alto 15 IGF THE RESPOUSISIL11'1 OF THE MUSS FAOHICAIGA DR CLAAI. -FALSE 001104 Ct4" I1FC44401011 FALSE drat 21-4-0 Oft LEFT, VERTICAL SPACING-4-0-0 USE 141MMII4 OF 214 KATE FOR FASTE1113 FALSE OGT CHOW VERTICALS, USE 3A4 1411. FGP SCARF C44 FALSE OGT CHWG, TRUSS BOTTOM C)HGAD ABGVE FALSE BGIT)AS CHUHD "I BE BRACED WITH Ix4 COU) LA)FRAI 804C)"G AT 24'"C WAY SPAC1tG. 3-4-8 am 3-7-8 4-0-0 4-0-0 4-6-0 4-6-0 6-4-8 6-7-8 PAJN 1-5-14 !2 02 !2 !2 !2 !2 r2 1-5-14 14 Pt F Max Height 7-10-3 12 X16 315# 3330 402# �5 3w4 296r 2730 ! ' 12 2480 47ar 44 i 234# ,l 123# 7\_ .ice. g+A w `_Tac# TSGr 154# 127# 63+# + 17130 17100 13.5167 (3.5)57% t I % 5x5 0 7x5 3x8 30 Time _'t3 3 3x8 12 28 PLf 7-0-0 4-0-0 4-0-0 9-0-0 6-4-8 6-7-8 1-4-0 - 1-4^0 37-0-0BUILDING TYPE: Enclosed Residential L1 CWE: Standard Building Code (SBCCI 1991) �2 RIND SPEED: 110 q* MEAN ROOF NIGHT: 151 TRUSS LOCATION: (Se) area NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW UPLIFT CONECTION REQUIRED: -AaNPI N AT EACH SUPPORT. SEE NOTES 10 AND 11 ABOVE. No trusses: 1 Maximum deflection occurred at bottom joint i4, Maximum Live Load Reflection of .263" (4/16), Index-.213, (L/1688) Maximum Total Load Reflection of All* (7/16). Index-.222, (L/1080) it1✓l• 3-Z3-93 O�cv ( EV 3-2.2 _ O.C. SPACING LOADING (PSE) TC LUMBER TRUSS: 37'0' H-f3 T-5 DWG• I/_ '-O-O LL TC 30 2x4 02 Ds SP ENG, FOR: TRUE TRUSS INC - SOS Cf Gv TC 7 EIC L1048ER 2X4 l2 ti SP PROJECT: CENTEX 3706 A 1 DATE: 25 Fera 1993 OF�� - WEBS LAYOUT I0; t 2X4 03 SP AOORESS: SGLE: '� MAY HF f01FN ifs nip ' \`�\��,�'N{y•��Ee4-`l;i iP\�'p;,ssEs'. f p,W;r. �"'�-�tt\trMr.r..t' \• itVi'i?+l ,v4,Eaf(P'FtE CWS�S l rlr'too1ND _ --'`o w�Atti\{{� } tp>t. i{•Is G f:A`{.1�5 F',+as NAr o bE f��,cuw£ IN tFtf' f _ -�4Q,10 its 0A{,\'r2, G�'4at a,1£tpEEa 4tA S SEE hts' f ,CAi . 'p�,{�£, Acl{tt+fa, ASS�p,EGto }1Ni{�6. O tbi tSpEc\ +of lam 1cRS� 1@1t.l�t OF fpp SNE A\l br �p_ •E Irt+ A, 'VI ENEC'11 @t R6P PESPiS 0115i11@IEE,+ ..-� o 01 Al �'+N�ACEO GiftEp 5 t5 �\. PP�5Pp15 o{{ MNN +�'0 +crr"- :ui �EaS gPE PV5`.af• SNi� ,i£. �N4 5 SIU ,i+tl. It°{k GIUG IIW I GW5 I *ip% "Al, E itM�' J li1£p tlaACt aAtsE, EpR 1'r+E ,Nf,E 15 t\CJ to\\EO S,w 4Ja t41 1PACEG tl'wN'E USEtl°i a�Ai4G4 Rtt�ii R\GW Fes'NRit,I f� MAuE µ� ERyS. 9E Ius ,°a= stic:c @ip1\\.\ 0{'AESS{ Aplt,7 GIIIIGIJP p\,FII WAG CA 51 yE o V_pit "+W-5{u� F40" twit sp� /®I 'AA,,�I AiES Fpp111�tI'vi54 15�Fut104\Y'uO OP ;RPi' �AG1iY+•A'@GI `� N\tM IAA 6{ ICA It `t ►tlp sc{j°`" i frAEGWit CMAIS °ptr \21 ® �tNFPf- i11P',•S5fA@PIS�F�f'4�,�V�fAc�`+1E18��fctr�•y�,r`,1pEOPPL RC.Ep �tw+ Atl°'QEµtr2y °FCA 15EA S W Gf INE Fi�'4 C\ Wi�ERIf f Ot f FESS Gt40Pp 4th p{,{iw'"(A 'j.1Gi U °' °Ii'A�°t:N'p'f ttetElk 9µ`�F,Wt NOIEP SAN lWf'SE ,f R F SSe 8\1i4 4t� f 05CIO ,R tar @G c 'A FFG EIf%E° o", ,1 !{'{' S{itA' tt �4tl1. a 5 i 1{yG. ip St+W' 1NE S 03%,' SES. K off,A' tA4 10, MAA of 9�E G.. V %0 00l{ON EN bPFG1itG o g to E0\I pA{l0i tlt i INIS S A%i APw.iCA a ytAEt 9)pA/1 E SiF'E54A1E51tl+Iit "t, WtiN IMI W{IS �ILTP Gail LOOM. TA 1>t.f It 4 lES. N p N"t -EO W{ p,>BEfy£tl RALES S W tlj5t 9� INis X51 7F Cl is U Si Sf NG tAj f P 4ESIa-1S p W{ tlA`'EE ,')A,54itaf Gf 4 SI ppQflxIS tl SI.`ES `µ4 MIE, 41 Zt £S KAP E S IIk� O 1tE• 3t ca x£,top "otic . 3'3 ! EA Al 0+EEtFn 8.11 AD ?i A' '\ 11 1 IBAi p J 'A@# 27 I� SYAV 13 5167 3..A'8 A'p,C E2 20 // 1101 3�y.6 i23R tGI1A MSV ! 34 15 115j6?7t 20 Pt-f [{ tv (3. idt`t%*k 1991) 2 ed eS S G� E2 \~ 3xA G jypE� �wc%OS 19 code e ' 8U1�D1Nte °cd , �N tt yE slip COO Pc�tS. e 11 2x3 5* �,e 1 N sPEEp H10Nt tse) �p°Ott 100 � , AZ ETON R�OCAt1�• E O1 6i�SE REOt tRySS�yp PREF tai REGUI OVE 5xe E2 RES y CE1010 Al RB -0-0uPttf jES 10 � tt0 396 6 p o SEE A-0-0 E,A"o nt #A. kL1 t�?5� 6 1993 !!_� ttp° j0� x.215, to?01 �5 fed i© OG,�cf ed a X41161 r i ; �dex..22A• l�! �,�'f�,1) 3PUs5HiNC � 5°50010., �t1o� t 265 . i?1'6!• ,q7, ( \tRtJE 3700 A Maxtim�� aoefje�tC'op°pt .at5 Q�, .23 fow. GeNj2X Ha COO 22,g3 ,E Na1,�e4rt 1001 tel�`pea Qef t � 1) �j;4 N Sp PA" ESsp. Weep 0 Sp Aop U5Se8 ; 8X1 EpppE teG 1111'0111 2XA �243 Sp 1J0 tr !.cEMp 1C 3p 2XA . if LUISEA SHALL BE OF ITIS SPECIf IED M1H14U1/DA+ADES, bi CGlECtOR PLATES SHOAL BE RISIA LEO 50440A1CAtt i W 10i At TEI 511 LHOAG MEMBEAS ASS'"O TO BE EJH111UUJA 4 413 UKtiCA.— SPECIES, A40 192 04At10.0*N015T7ht C000011, DA S'h"THAI THE !01111 EAACEO 01 EITHER U/0' .Rlol P1.10-30 SHEAIHI"J. 1/2' 141 HIStAi LATIC41 AIG EAI— IS OF HIGHER Mta"AbLI St MESS'{µ+IES. AIL tMUES UStu 6: It8 Cw#w,SPLICt5 ARE HOT PEC;.N I"D Ili i._C'.KI fHl Hr DP,KAtL aO AHACIHI,ALHBEPS SPALAD 14' 4 L THA/,. ItHKOAP,DHACL1 S"GJtG M: FOR OESIGM ARE BASED 014 bf LAKET E011101t OF IHt IIA- WftkT ADU`!t A NOMM CHUG SPtiCt, tsk ESS 14DIti,01+fpMISt .,f441H TH'1 0pA01f.MIG tAtzl ILn pa, TIOHAL CfSlOo STAHGAOOS PJM ISHEO 00 THE"AlltxfAt b 0-2604 APPOO'!M MkOEW U11C;e342, FHS SCS 2't34, SSCC 111 All C01,I1pE55100 0x:F4'.Mt140EAS AW*40 10 HL Ctotiu"lit n5, THIS GE514H COlfofims Is_.fwEHt Ipt OESIGH-- FOREST PAOGUCIS ASSJCIATIIIN ?251. SOCA Fitt 86-i20 BRACED 0+E114A 3/0" 'MIH i Plf*Xk SIEAIHHID 1r2' IIE46 FOR MEIM PLATE CtAlE:IEG 01000 TfLSSES A140 �I THIS DESIF14 TS SASEO Oil CLAAA CC400ECTOA ltAlEs 1x01 t DI THIS MISS HAS SEEN CASIGHtO FLA THE LGAOIHG SHOO ;MHI.I CPrxML 014 SPACING MEMBEAS SPACED AT 14' O C. DUAL it SIAICAAGS FuR IALFS;iS, 31 CQxx;CTOA PLATES SITES ARE BASED ON Wit FGPCES tx;r GT THIS OAAxIHG. IUSIALLAItGt A110 USE SHALL CLAfCAW -MAY?, IAIESS"Glis OTHEAMISE. I6l IPL MENDER OF THE TFr35S MAI IE CUT GA MODIFIED IN AtFt IMLf, 41 COtlIECTOA KATE SITES ARE CM LEG 0,0 WIGIH 4ACAOSS SLOISI Nil"THIS 4ES1314 12i ffi1101CATES KARII15 LOCA11G1 17! SHiCIAL HA4xA1H0 CAME*090 BE TAKER GIAU40 S"IPPITW Al of LE14DTn tALU4D SLOTS, A41G IAL aFItENTAT1011 OF int 9� THIS Tk S11PP U4 IS ALICADI.E TO%HOFITEP SPAM IftASSES OF ERECIIC41 OF IPJSSES SEE"18.41 FOR PECCMQGAI1D14f SIZE CALL wt is F1 Alf LfttGltt jYAUF ,LOA011Fi MIT;CGf16keiliful -CUFTGUTHAi1OiT ATIG lOAGiIO EC1F7 Del FABAIMOR -AD0111 UAL PLATIU5 FUR NA1001O TRUSSES 15 RESPOOSIeILIT'I OF FASPICATOA. -MIS TRUSS 15 DESIGNED OULY FOR THE LOADS SHOWN, PRO)FTSIDIf FOR THE PPEVEHTIOtl OF PUlbilk MUST 9E BADE MO IS SOT THE PESPOUS16[I114 OF THE TR'.SSS FAbRICAIGR OR CLART. -FALSE BOTTOM CHURL ITIFCAMATI011 FALSE BOT 21-0-D Oil LEFT, VERTICAL SPAC114-4-0-0. USE 1411114-14 OF 2t4 RATE FOP FiSTET41113 FALSE WI CHORD VERTICALS, USE 3s4 14111. FOP SCARF C44 FALSE 801 CHORD. }-4-8 1-1-12 TRUSS BOTTOM CIu+RO ABOVE FALSE BOITTA4 CHORD WSI Of BRACED WITH 1x4 3-7-e 7-10.4 1-e-0 5-8.3 5-4-11 5-11^3 COUT. LAIEPAL ePAClix,Al 24*O,C. NAA SPACHIG. RUM - RM 1-5-14 12 02 12 62 02 1-5-14 Max Height 9-14-3 74 PLF 12 ',�zi6 i9e4711 t5 SrcJ 444! 4500 9AA 1 }t 34,f 4151 �\ f :�� 12 24811 T / in a F' , f23 J / 1 a 12411 9(04! 16811 921 17110 13.515 13-5}67% IS1�0 1 "3x8 . 23 x axe 5x6 3x7 20 PLF 308 12 Q 1_e_0 BUILDING TYPE: Enclosed Residential 7-0-0 4-0-0 8-8-0 8-4-8 0-7-8 1 CODE: Standard Building Code (SBCCI 1441) WIND SPEED. 110 Mph 1-4-0 1-4-0 MEAN ROOF NIGHT: 151 l7-4_p — TRUSS LOCATION: (Se) area NET {BIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW UPLIFT CONECTION REQUIRED: LLca1 0 AT EACH SUPPORT. SEE NOTES 10 AND 11 ABOVE. NO trusses: i Maximus! deflection occurred at bottom joint tf4, Maximum Live Load Deflection of .251' (4/16), Index-.204, (L/1769) Maximum Total Load Deflection of .344" (6/16), Index-.213, (L/1127) tW A 3 -Z3- 9 3 /}(Tall �SPACiHO LOAUItNA IPDA} TRUSS: 37'(}' H-17 T-7 Ows, 2 L�9U TC LUMBER 2x4 #2 DS SP HI, EW, FOR: TRUE TRUSS INC - SDS 1:54 J(e BC LUMBER 2x4 Y2 N SP PROJECT: CENTEX 3708 A e DATE: 25 Feb 1993 OF LAYOUT 10: 7 2X4 23 SP ADDRESS: SCAT£: .�.�"'iJa.M:� l'l� ItHt'i'P�tPI°Ptf y4 WlE=yEG NO�if 1E0 yPPts G�A1tU l72 G•y:pEt,l SkWi CUA H}lE; 55fS' col�NliC�tidil5 �u }1N1,1a 1N•,: 1,as t fcp to�s f�s N}�o kf/rx �GaM�i }SS.,YE StEO 1� �StrtS: IIWS a 5lp0",0:, \A� y�.F 9l f" ice' nv* ttl- a Gf ,A , SfE nlO 01c a1 c 8. ;NtiiiS 1a of i£iy,AlAt1 SEs Of f 1Eti`'1 I1,i y,J,6 vd S EG }lNl p�. 1b� iK ¢ IPn iG}{♦ {L{{( !kk . E aS}S16• lil '.F'E Gy 1W1 f WIC 10 B„l,ELpP Alit Gl kPAi' 1bf a, �.ck@ E>f f1EO 0 15 5. w#latcltt , u"fiGscl+ s�i N 'a}ci wi'tE Ps lolLylw �u laj5 5C111 + G"G" ,CPO ---” IµkEO`'� jP iIl µ CEG @�(Mµ1'�tk0 7�kPlw}S1W1 }ltul ��1r�fcp I °i,p71CF- FtLsSP PE 8G7 �pIGEU NtS„i* � sk iNs o w�`' ,cc @{w{N.\ �fES`'i gEWi 1f1 Pk-F 1\ l. vE 51EI11 { at 1�w!l/E }kk 1Al"CEO �Fn},ca 20' i :N}li.l tiles}1Es -CW I{I�GW,i2� (,,%LE fOpfµE OG�Er�' ry ,,� iA p0 11 G \E 5 6010"C116. @, GMIEG�tnk 1GAI SP cs"Il: 17 LUwBER SHALL BE OF THE SPECIFIEG w1DIw.1M GRADES. 5! CUAEC10R PLATES SHALL BE PISTALLED SIMEIRICALLr Olt 10) ALL TEU5Ia1 CIk)IG MEMBERS ASStxEG 10 BE CDw11I40fx/SLr 131 - IIMIICAIES LATERAL WRCIlko MEMBER /vA MITI SPE:I ES. NO 192 MA/1.•ILL MOISI:AE C0111E11f, OR S:A.. THAT IHE J311116RACEG 8r E1L0t& 3/IS ,M110 PLIMOM SIEATHIf* 1/2' 141 IIISIALLATICII AL E401511 CF It* (FUSS. PEF41AIEUT• MD IS FE "-:4 p .M.L:IMABLE SIPESS fALLES. ALL /ALOES USED 6: 1 C C11CA0 SPLICES APE 1101 PECON+Et"& TO CI--CUP IMII/j CP(WALL GP 6PAC 11w MEIABEPS SPACED IG' 0 C. IMA/I, IEAIPCAAPI SPACIO15 5.UxG ME D1A4 IN ACCCAGAfKE MIT. FOP OESI JI APE BASED 004 114 LATEST EDITIf8a of 114 IIA- DIRECTO ABOVE A DOITCAI CIAIIY' SPLICE. A1x ESS❑DYED Girf PM ISE CUPRE111 IPI eRACIIIG AIL twcll4I PJM,ICATICAS. 11OILLl GESIGI#STAILANDS PJBLISHED 81 I14 IIA11011AL 71 V-2000 APPROVAL IAxIBEPS: ABC 2342. FHA TCB 2014. SBCC 111 ALL CC444%ESSIEAI CI,cRG MEIM4NS ASS'JIEO TO BE CU/1111J0'JSL 1151 1.15 EASIGf1 COIIF(MAS TG::IYIf1l1 IPI DESi WI SKCI/ICA- FOREST PPAMUCiS ASSGCIA110ra 7251. BOLA FILE 06-125 BRA CEG Br EILfR 3/B" �MIH.i PLrM:1W SHEATHRIG 3/2' TIROS FGR METAL RATE CUAECIEG WiC0 1RLSSES A11D 2) IRIS DESIGf/IS BASED Off CLARr CUAECTOR PLATES UIY. a) THIS 1..155 ILLS BEE11 DESIGIED FCA THE LC401116 SHOWS :Mlll.l OR(MALL OR BRACIIT MENBERS SPACED Al 16, D C. bJAIIlr SIAIOARGS FGR 1RUSSES. 31 COIBECIOR PLATES SIZES ARE BASED 011 Al IAL FORCES Ox.I. JI THIS DRAM1116. 111SIAL.LATICAI AIG U5E SHALL CGpF01M1 :MAA1. LISTLESS 1101t0 01HERMISE. 161 181 NEM6ER OF T1E IR MAO BE Cul CA MODIFIED 111 AHO MAI. 41 COIR ECT GR KA IE S12ES ARE CALLED OJ1 91CIH IACR6SS SLOTS) WISH THIS OESI0I4 /2) ® 1101CATES OEARII13 LOCATIGI 171 SPECIAL HA1LL1110 CARE SHOUS.0 5E IAMEII"JIM SHIPIADQ AILD Or LEIIGIH IALOfB: SLGTSj NL THE ORIEIITATI011 GF THE 9: TnIS DESIGII IS APPLICABLE TO SHTIPIER SPAM TPJSSES OF EHECIEGI OF IFIJS5ES SEE .18-91 FOR PECC4"IGATIO94S -CUIFIGl1RAFYUI Aid LOAOIUG SPECIFIED B+ FABRICATOR -ADOITIGIIAL PLAT1145 FOR HAIIGLIIIG TRUSSES IS PESPUISIBILITY OF FABRICATOR. -AIIT IC I PAYED HGPIZUITAL 14OVE14EIlT U1DER TOTAL LOAD - .286' 3-5-13 RUH 2-9-11 1-8•9 1-3-1 4-1-13 5-8-0 5-7-1 6-1-12 fXltl 1-5-14 1-5-14 Max Height 10-1-3 74 PLF 12 q5 3768 J 3201 4201 3261 , A t 2721 / 4240 'A 2220 / �\ 3\ � \ \ 8 J12 } 217/ 1 x \ 591 1281 1,320 7511 173/ 861 2xN \ \ 17731 3 \;\` \'\\ 17;10 (3.5167 13.5149% � o 1 7x9 3x4 5x6 3x1 3x7 :. 20 PLF 3x11 �2 12 6-3-8 5-8-2 6-6-5 8-6-fo 8-11-5 _ r2 #2 r2 02 ^ BUILDING TYPE: Enclosed Residential 1-4-0 1-4-0 4:11 CODE: Standard Building Code (SBCCI 1991) 37-0-0 _ WIND SPEED: 110 wO MEAN ROOF NIGHT: 151 TRUSS LOCATION: (Se) area NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW UPLIFT CONECTION REQUIRED: OJ 3g # AT EACH SUPPORT. SEE NOTES 10 AND 11 ABOVE. No trusses: 3 Maximum deflection occurred at bottom )oint #3. Maximum Live Load Deflection of .365' (6/16), Index-.297, (L/1213) Maximum Total Load Deflection of .574' (9/16), Index-.31, (L/774) q3 V1W CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING IPSF) TC LUMBER 1S TRUSS: 3710 SPEC VAULTS T-9 DWG. 0 ALPINE ENGINEERED PRODUCTS Inc V2000 2-0-0 LL TC 30 2X4 #2 N SP ENG. FOR: TRUE TRUSS INC - SDS 15+1(0 (Bolt S. GSW PKWY. BC LUMBER PROJECT: CENTEX 3708 A DATE: 25 Feb 1993 DRANO PRAIRIE. Tx 75051 7'0 OL TC 7 2X4 #2 Os SP Q OF l� n 111 1214) 660-3940 PLATEAREAi -INC FOR STL LL BC 0 WEBS LAYOUT I0: ` 546 33.33 OL BC 10 2X4 #3 SP ADDRESS: SCALE: A , MEMBER TRUSS PLATE INSTITUTE TOTAL 47 EXCEPT AS MAY OF Ni1iF0 1/8 1(IVT� �1) L424BE0 SHALL BE OF THE SPECIFIED MNIIMJIH WADES. 5? CWFECIOR PLATES SHALL BE IIISIALLED Snr.EVAICAtLf Oil 10i ALL HE41SICu CH(Y1G Mf NBLAS AS5'JME0 TO BE C'JIT11AAt•51• 131 — IIW)1CAIES LATERAL BRACIO.G MEWE& 1114 MIlLI 19x MAJIMJM MOISTURE CW11EII1• OR S _H THAI THE Jailer BRALEG 6r ETHER 3/8' i 1141 K IODUO S•{AIHIIW. 1/2' 141 11451 AL L F11 W1 uIG E1{CII:JI GF THE TPJSS. PEAMMENII. MO IS GF MIGMER ALL:rMAINE SIMESS'VALUES. ALL VALUES USED 6t IGP CIICPG SPLICES ARE HOT MCGMEUDEG TO GCCUP IMI11: LH: 314 an 1116 MENDERS SPACED 1G' o c IMAi:. IEMPCPM• MACIIIG SnG:AG BE OWE 111 ACCGPGMICE Mlln OR OESIGII ARE BASED WI THE LATEST EDIT1011 OF InE OA- DIF* IL• ABOVE A BOTTCN CW-44D SPLItE. UlYE55 IVIED GTGEPWISE. CUPPEIIT IPI OR MIG Y4 EPECTICJ4 W.AEICAIIGK. 1tWUL GES W1 STMGAHOS PUBLISHED BI THE IIAil W4AL 71 V-1000 APPM VAL Ir,AHBERS' UBC 2342. inA 1Ctl 2014. SBCL' 111 All L'GNPRE SSIGI[r1GHG MEMBERS ASS'JNEG IO BE CG1t lIrJO•JSL nS. In15 GESIWI CWf Witt TG C•JFMEUI IPI OE 51W/SPECiIiCA- FfiREST PROCAICIS ASSGCIAII011 7261. BOLA FILE 06-126 a"At BV EIHEA 3/B' INT N.) GLINGGO SEATH111G 1/2' 1165 FW WIAL PLATE CLA ECTEG W4O TALSSES MO 21 IH IS DESIWH IS BASED Wl CLAR/CWOECIOR PLATES U&0- el 1NI5 TRUSS MRS BEE11 Of5131E0 FW 111 LGA0116 SIHOw1 'M 0-11) DR rWALL OR BRAC NIG MENDERS SP CEO AT 16' P C, DUAL ITr S/At61tAG5 FCA TRUSSES. 31 C014E CTOR MATES SIZES AAE BASED WI A/IAL FORCES QILr. WI ]HIS WAMIIKi. HISTALLA11G1 AIG USE SHALL CGfORM 'OU P. UIEESS IIOTEO OTHERNISE• 161 I10 REI41iEA Of THE IA'JSS MAI BE CUT W MOGIFIEO 111 Alto MAI. 4) C01xECIOR MATE 512E5 AAE CALLEG MJI MIGIN :ACAGSS SLOTSi WITH THIS DES13t1 12) fA IIGICATES 6EAAII*LOCAIIGIL 171 SPECIAL HM4x.It10 CAPE SIDULO 6E IMEII GF116 SHIPPN6 MID ar LEHGrn IALWK.SLGT Si MG THE 00IE14IAtI014 Gf THE 91 THIS OESIC41 IS APPLICABLE TO SnOPTEP SPA14 TRUSSES OF EMECIIGI OF TPUSSES SEE nIB-9t FOP PECGNEIIDAT 10115 S12F CALL OUT IS THE DIMCIIE41 GF THE PLATE LE1461n, IGEIITICAL LOA DtIhi MG CWF G'. -CCAIFIGURATICA4 MID LOADING SPECIFIED 8(FABRICATOR -ADDI T I DIAL PLATING FW HAIIGL114G TPIISSES IS PESPOIISIBILITI OF FABRICATOR. -THIS TRUSS 15 DESIGIIEG ONLY FOR THE LOADS SHORN. PF40•/ISIO14 FOR THE PREVENTIOIH OF PC440IlIG MUST BE MADE ACID IS NOT THE•RESPOIISIBIL111 OF THE TRUSS FABRICATOR OR CLARI. -MIIICIPAIEG HORIZGIITAL MOVEHEIIT UIIDER TOTAL LOAD - .284' 3-5-13 1-0-0 RUN 2-9-11 6-4-4 6-4-4 5-8_3 5-4-11 5-11-3 RUN 1-5-14 02 02 02 02 02 02 1-5-14 Max Height 9-10-3 74 PLF 12 Q 6 / 272470 J}5 Shs 4700- 4100- b 3�� 339/ 4080- 12 'i 222/ n 6 p I 119/ 20911 ' SXG 1251 1270- 7.0-140- 1681 621 591 Ot 2003 - 17120 17111 13.5167 13.5149% I� o f 1 7x6 3x4 3x4 3x4 528 327 0 3*ii 2 20 PLF 12 1-0-0 6-3-8 6-4-4 6-4-4 8-4-8 8-7-8 A 02 12 02 02 02 BUILDING TYPE: Enclosed Residential 1-4-0 1-4-0 CODE: Standard Building Code (SBCC1 1991) �2 37-0-o WIND SPEED: 110 slpil MEAN ROOF NIGHT: 151 TRUSS LOCATION: (Se) area NET WIND PRESSURE BASED ON DEAD JOADS SHOWN BELOW UPLIFT CONECTION REQUIRED: # AT EACH SUPPORT. SEE NOTES 10 AND 11 ABOVE. No trusses: i Maximum deflection occurred at bottom Joint 03. Maximum Live Load Deflection of .347' (6/16). Index-.281. (L/1280) Maximum Total Load Deflection of .544' 19/16). Index-.294. (L/816) & Pel. 3-23- CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 37'0' HV-19 SPEC T-10 DMG- / ALPINE ENGINEERED PRODUCTS Inc V_2000 2-0-0 LL TC 30 2X4 #2 Os SP ENG. FOR: TRUE TRUSS INC - SOS /5 4-1to 1801 S. GSM PKWY. BC LUMBER PROJECT: CENTEX 3708 A 0 DATE: 25 Feb 1993 GRANO PRAIRIE. TX 75051 _ 7.0 OL TC 7 2X4 Y2 OS SP OF�� (214) 560-3940 PLATE AREA[ INC. FOR SIL LL BC 0 WEBS LAYOUT ID: 582 DL BC 10 2X4 413 SP ADDRESS: MEMBER TR33.33 t/SS PLATE INSTITUTE IOTA[ 47SCALE: EXCEPT AS MAY BE NOIFD 1/8 n A', N LUI4ER SMALL BE OF IM[ SPECIFIED Mi11IMA4 GRADES. 5! COI.ECIOR PLATES Shill BE IIISIALLEO S1w4EIAICµLf OII 10) ALL IC161:41 04,44i MEMBERS A S 4EG 10 BE CJ11 Ta4D.1Y r 1i! IIWICAIES LATERAL 11"t"1f6 1(M6EP 11AA NN4.) SPECIES. MID 191 MAAI1rJM MOISTURE C3111EN1, OR S'JCH THAI THE A1111 GRACED G1 EI(HEP J/B' .87111,SPL 1NJJ0 SHEAIH11L3, 1/2' 14! 11151 All A11C41 Af.ELECT/ T GF 11E IGJSS. PE.RNME111. MD iS G{ "IGtWP ALLOMABLE S/NESS OALLES. ALL OA UES USEU 61 IDP CINAG SPLICES ARE 1101 PECWE110tG 10 CF_CtIP *111- UPI NALL 3P WIZ 11111 WHBEPS SPACED 1G' 0 c IMAM. (EWWOX 1 BHACl115 SMGULG BE OL1E 111 ACCGPGa1KE NI/M {OR DESIGN ARE BASED p4 THE LATEST EDI11JI1 OF 11E 14A- DIHECTL'I ABOVE A BDITCM CHLAC SPLICE. txx ESS HOLED GTHLPNISE. CUPf1Ef11 IPI BPAC(f1G NIG tRECII:A RIbLICAIiGIS. IIDHAL GESIDN 5PUBLISHEDANOS PUBLISHED Of I-E N 00 ATIL44AL 71 V-20APPPBEH O/AL IFJMS. UBC "t 342. FIHA TCB 2014. SBCC 11) AlL C01N'MESSIGII Cn1d1G 091WRS ASSJMED 10 BE C04$1 If?".4L n51 THIS Gt SI Gl1 COIFDIM5 1G::AI1ff41 IPI DESIWO SPECIFICA- FOAEST PPOG11CIS ASSGCIATI@4. 7251. BOCA FILE 66-125 BRACED Of El1/EN 3/0' :MIN.) PLt*C300 SHEATf4Jf#G 5/2' 11Uq FGM LEIAL PLATE CN.ECIEG NUCA TRUSSES ML 2) IN is DESI&I IS BASED 014 CLARI CC40ECIOR PLATES U►r BI THIS TRUSS HAS BEEII GESIGIED FCA THE LGADII6 SWOON (MITI.) DRfMALL OR BRACIIIG MEMBERS SPACED AT 16• o c. DUALITI SIMIDARDS FA TRUSSES. 31 CO.ECICA PLATES SIZES ARE BASED 04 AlIAL FORCES(III. DN THIS OR 40186. 111STALLAT I U4 ABG USE SI/ALL CUE01B1 INAs1, LN&ES5 1107ED OTERMISE. 16) IPL NEMKA,GF THE INJSS MAO BE CUI GR MODIFIED IN ANY Wf. 41 C..EC(CA PLA IE SUES ARE CALLED OUT MIDIM IACRGSS SLOTS) Nil"(HIS OESION 121 ® 111DICATES BEARII13 LOCATIUI 171 SPECIAL HMilk 1110 CARE SINUID BE IANEII CANIN48 S IPPII-B M BV 1,11011'" (AL0f6 SLOTS! NO THE OPIE14TATICIN 0{ THE 91 THIS DESIGI4 IS APPLICABLE 10 SnOPTEP SPA14 TP•JSSES OF EHECIIUI OF TRUSSES SEE nIO-91 FOR PECUNEIOAl101a SIZECALLOUTC -CUff IGl1RATIUI Alb LOAGIIIG SPECIFIED BY FABRICATOR -ADOITIUTAL PLATING FOR IIAIIILIIIG TPUSSES IS RESPUBSIBILII/ OF FABRICATOR. -THIS TRUSS 15 DESIGt1EO UILY FOR It1f LOADS 51100111. PROVISIOU FOP THE PREVEIITTUI OF PGIIDIIIG MUST BE MADE A1(1 IS OUT THE RESPOI/SIBILIT"I GF THE (PUSS FABRICATOR OR CLAP$. -AIITICIPATEG HGPIIUNAL 14011ENEUT LIIDER TGIAL LOAD - .276' 3-5-13 • PIAN 2-9-11 5-4-4 5-4-4 5-0-0 5-0-3 4-8-11 5-3-3 RUN 1-5-14 02 02 12 02 B2 02 1-5-14 74 PLF Max "eignt 8-10-3 12 d 8 3830 3711 S�S sxs 396E 12 3600 3020 6*� 3fit 222. \ \ 1 a � 1fB/ ` 184 n , 1680 157E 124/ /48I 721 5►(0 591 m 293 17/20 17110 13.6167 ` 1=I C 13.51 49% 1 f I 7x93x4 5x8 3x4 3x7 3411 2 20 PLF 12 6-3-6 10-8-8 5-0-0 7-4-8 7-7-8 E2 02 02 02 4 BUILDING TYPE: Enclosed Residential f-4-o 1-4-0 CODE: Standard Building Code (SBCC1 1991) 37-0-o WIND SPEED: 110 mph MEAN ROOF NIGHT: 151 TRUSS LOCATION: (Se) area NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW UPLIFT CONECTION REQUIRED: JDA IF AT EACH SUPPORT. SEE NOTES 10 AND 11 ABOVE. No trusses: 1 Maximum deflection occurred at bottom joint 03. Maximum Live Load Deflection of .331' (5/16), Index-.268, (L/1341) Maximum Total Load Deflection of .519' (8/16), Index-.281, (L/855) A P,,jr. .3-Z3-q3 01W Z Z g 3 LAJ'l A r n L..,)73 (� �-• CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBERTRUSS: 37'0' HV-17 SPEC T-11 UNG. 0 ALPINE ENGINEERED PRODUCTS Inc V-2000 2-0-0 LL TC 30 2X4 Y2 Ds SP I ENG. FOR: TRUE TRUSS INC - SDS 54-1{ 1601 S. GSM PKWY. 7 0 BC LUMBER PROJECT: CENTEX 3708 A DATE: 25 Feb 1993 GRAND PRAIRIE, TX 75051 OL TC 7 2X4 02 D5 SP 'f OF (214) 650-3940 PLA TE"AREA; -INC. FOR STL LL 8C 0 WEBS LAYUUT ID: (� 544 33.33 OL BC 10 2X4 03 SP ADDRESS: SCALE: MEMBER TRUSS PLATE INSTITUTE 10TAL 41 FX('FPI AS MAY NF NOItil 11 UMKII STALL BE OF INE SPEC IFIEO MIHIMJM GRADES. 5! C:ASECtOM PLA/ES SHALL BE IHHSTALtEO SrWE1RICALLr at 10i ALL IEH51W CHW,ME WENS ASS'."O 10 BE [!XMIHuO.nr.r 131 / IIOICAIES LAIEMtI YRACIIA MEMIEII 11/4 Mill I SPECIES. XO 19Y MUIMJN MOISI}E Co/TE11T. DA Stx:N 16041 THE ✓JIIII BRACfG 6r EI1MfH 3/tl' IM IIp PLrMO.7D 51E A1N11AT. 1/? 14! 11151ALLA71 G1 X4 ETEC11G1 GF 7604. tF'KS. PfFrXEHT, XG IS Ct n1OHER ALL:IWABLE SIPESS '4ALIES. ALL /ALLES USED 6; TOP GHCPG SPLICES APE 1101 PECC 4FHOFG IU GCC'JP IHIM DH•NALL :AM BPACIIOG MEMBERS SPACED IG' O C INA, II,wCAAH. BHACIMS 5nO:AG ITE DOZE it,ACCIAHGANCE WITH FOP DESI WI APE BASED G1 IME LIT (0111 D" CF THE HA- GIHECJLt MIU'VE A BOTTOM CHAMIG SPLICE. 1xx.ESS HOLED GIrEPNISE CUPHENT IPI WAC111G Alt,fPECTIJ1 PJIEICATIrid. IIGIAL 14SIGII SIXGAHOS PUBLISHED 8V THE RATIONAL 7, V-2000 APPPO'VAL IKA49ERS: USC 2342. FHA TCB 2014. S8CC 111 ALL COIYYiE SS IG6 CHORD 14EtAtERS ASSUMED f0 BE CTAHI11rJOUSLM151 In15 GEST GI Cl11HFO1HM5 TG CURNEW IPI DES15H SPECIFICA- FOREST FPODUCIS ASSOCIATION 7281• SOCA FILE 86-128 BRACED a-I EI THEP 3/8• :60114.1 PtfWa A S FATH 11dr. 1/2' IIC41S FG1 WIAL R ATE CUBECTEG NOGG TRUSSES X115 2) 1H1S OESIGH IS BASED of CLARE CGBECTOR PLATES GYf, BI MP'J IS ISS HAS BEE1l DESI:IEO FTA THE LOADIHO SHGMI (NIII.I DAINALL OF CE BRAC IIIG MEMBERS SPACED AT 16' O C. LUALI1V SI AIOARGS FCA IPUSSES. 31 CGNECTGI PLATES SI IES ARE BASED OH AXIAL FOPCES GE I. GI THIS ORANTIIG, IHSTALLAII GH YO USE SMALL COHFOA7M iMAXI. 1xEES5 1101Ea OTIEANISE. 16) IO MEMBER OF THE IPUSS MAr BE CUT CA MODIFIED 111 AtLr 16A/. -0 COHI CTGN KATE SIZES AFE CALIfD trJ1 MIG1H IACAD55 SL 0151 NIIH THIS OESIOtu 12) ® 11911CATES BEARDO LOCATIGI. 17) SPECIAL HWIOLIIO CARE SNOmO BE IANEtl oxLIHB SHIP►DIB X B/LEIOTn IALOO SLOT St X!G THE ORIC14TATIO14 GF THE Bt In IS OESIGI IS APPLICABLE 10 SnOPTER SPAN IWJSSES OF ERECTiGt OF IPUSSES SEE n18-91 FOR MCGII60EIOAT Tout -CGIFIGURATIUI AID LOAOi11G SPECIFIED Of FABRICATOR -ADOITIUTAL PLATIIIG FDR HANCLIIHG TRUSSES IS RESPOHSIBILIIY OF FABRICATOR. -1H15 TRUSS 15 DESIGIIED ORLY FOR 111E LGAUS 51106011. PPOYISION FOR THE PREVEHTIOII OF PUDIIIG MUST BE MADE ACID IS IIOT THE•RESPOIISIBILII0 OF THE TRUSS FABRICAIGP OR CLAP'l. -N1IICIPATEO HORIIUITAL MOVEMEIIT U11DER TOTAL LOAD - .284' 3-5-13 RUN 2-9-11 4-4-4 4-4-4 4-6-0 4-6-0 6-4-0 6-7-e RLIN 1-5-14 #2 02 02 02 e2 02 12 1-5-14 74 PLf Nax Height 7-f0-3 12 Q 6 3281 3331 402/ 3x4 r� f S J XS 3221 \ 4701 12 / 265. 6 p 9r6 3 2221 x \ #� f16# 2348 0 1V 14b# 1771 1:44# 127# 63# n 293 59# 17131 m 1710/ 13.5167 w1 1 1= 0 13.5149% 7x9 3x6 5x6 m 3x7 x 3xli 2 ^' 12 20 PLF 6-3-8 6-0-8 9-0-0 6-4-6 6-7-6 62 02 02 e2 1-4-0 1-4-0 BUILDING TYPE: Enclosed Residential 37-0-0 CODE: Standard Building Code (SBCCI 1991) A2 WIND SPEED: 110 no MEAN ROOF NIGHT: 15' TRUSS LOCATION: (Se) area NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW UPLIFT CONECTION REQUIRED: 10,Za N AT EACH SUPPORT. SEE NOTES 10 AND 11 ABOVE. No trusses: I Maximum deflection occurred at bottom joint •3. Maximum Live Load Deflection of .347' (6/16), Index-.281. (L/1280) Maximum Total Load Deflection of .543' (9/16). Index-.294, IL/818) 3 z3 q3 O�,U D(]w_-------_ -- -- -- CLARY DIVISION PLATE TYPE,: O.C. SPACING LOADING iPSF) TC LUM8ERTRUSS: 37'0' HV-15 SPEC T-12 ONG. # ALPINE ENGINEERED PRODUCTS Inc V2000 2-0-0 LL TC 30 2X4 #2 D5 SP k ' ENG. FOR; TRUE TRUSS INC - SOS 1,541& 1801 S- GSW PKWY. 7O BC LUMBER PROJECT: CENTEX 3708 A DATE: 25 Feb 1993 GRAND PRAIRIE, ix 75051 . OL TC 7 2X4 Y2 Ds SP ,1� ' 1214) 660-3940 PC ATC AREA INC-.-FOA-STC LL 8C 0 WEB � S LAYOUT TO: ? 526 33.33 OL BC 10 2X4 03 SP ADDRESS: SCALE: MEMBER TRUSS PLATE INS11T111E TOT A1. 47n FYI't PI AS MAY NF 11171E 11 1/8 r/�� !I Lu#R SHALL BE OF 1-1 SPECIFIED M101104LAW GPAOES. 61 CGSECIGN RATES SHALL BE IUSTALtEG S+M1EI9ICAtt I Of 101 AL 1£151($1 CHOA6 uimetus A!j!4**G 10 at C1AIIJI iD'.15L 1 131 %A' IWICAIEo.. SPECIES. :UID 19%NA,NAcit 0,31Stf-C COrtEUt, CA SUC" t"AT i"( J01141 61+ARED e+E1144 y,b- .MINI pt'Now SHEAT1411+0, I/V u1 B4STA.LA11:0 AUC P-EZI— IS CF nl"A ALLZoNABLE STRESS'/ALtES. ALL IALLES OUR IT, TGP CKOO SK ICES APE NOT PEC;,NIEta+EG 10 GC'C".N1 141W GPtMALL C$+W+AC{M6 AILMBEHS SPACED 14' 4 A IH.". IEAWGRAP, BPAL{H',50"P ME 1t, FOR Oeslui APE BASED W1 RE LATEST E0111CN Cf tHE 1A- 01PECTt I A40VE A BOTTuN Cn1x1G SPLICE. :A1L55 ItGTEU(11104,01SE. CUPNEIT tet 81ACHt5 NG EPECIIUI TTOIiAL CIS13M STAEiAPOS PAKIWO B! InE IIA11WAL h V-2000 APPROVAL 11,1010EPS: VNC 2342, FHA TC9 2014, SBCC it) Alt C040"PESSIC41 CHGAG MEMBERS ASS'JNEG t0 I*C6I011r-wit161 IHIS GE510tt axw N16 T}C,*Witt let DESIDtf 9s FOREST PRODUCTS ASSOCTATIQI. 7261, BOCA FILE 86-126 BRACED Br E111EM 318- 'NTN.} FLTNGW SHEANIte, 1/2' 1ALM6 FGR METAL KATE CC$NE0E0 NOW IkSUS NIG at THIS LESSON IS BASED 01 CLARI CG91ECTOR RAZES D/L'1. #I THIS TWJSS MAS BEER DESKNIED FOR THE LGADItes SHIWI 4x10,) WIN"UM BPACHIG MEMBERS SPACED AT 16' 0 C. QUALIII SIAtUA%S Fill IPUSS(S. ',TI COtMIECTCA PLATES SIZES ARE BASEL Ott A$!AL FORGES DSL 1, (01 THIS OPANHIS. {tt$TALLAIlUl AtIG USE SIMLA. COl6DRM 'MAX). UNLESS 100160 OTt4RNISE, 18) 100!EMBER OF THE IPAJSS MAI Be CUT CA INIDIFIEO II!A!+MAA. Al COUECtfiA PLATE SIZES AME CALLED OUT N101" iACROSS SLOTS) NIT"THIS DESIGN! 121 1g {IIDICAIES 6EARD10 LOCAtIOII, TTI SPECIAL HMNIL/HD CARE SIOAG BE TANEII WORD*S"IFPt14 A at LEttOTn 1AL0100 SLOTS; AG 101f OP704TATI014 OF THE 91 THIS 1ASIC44 IS APPLICABLE TO S"DITEA SPA!TRUSSES OF EKCIIC44 OF TP`JSSES SEE HI111-91 FOR PECWINIEItUT#ONS SIZE CALL OUT 19 Irt DIFIECTIC41 Qf 111E PLATE LEN61n. IU14TICAL L-01,0116 At1QS&JfIWJPAlIQfJ- -CLAP 6URATIT$1 MED LO 114 SPECIFIED BV FAMICATiA -AOOITIO"AL PLATIIIG FDR HAICt U* TRUSSES IS RESMISIBILITt OF FABRICATOR, -THIS TRUSS 15 OESIGIIEO Glx.t FOR THE LOADS 5140101. PROVISIO11 FOR THE PREVEtITIOtl OF PC410114G MUST EC MADE At10 IS/xIT THE IIESPOAISIBILITt OF THE TRUSS FABRICATOR OR CLAP$. -AIIIICIPATEO HOR11G44TAL F+OVEMEHI RIDER TOTAL LOAD- ,302` / 3-5-13 3-6-0 3-3-0 RM 6-0-3 3-3-0 8-6-0 5-4-0 5-7-8 RUN 1-5-14 #2 #2 02 02 1-5-14 74 PLF Max !Might 6-10-3 12 ., 6 2500 361! 361t 3190 a i 3521 3x1 3x1 - 396! i2342 ` 7 \, 2 Isar 1 1281 1320 1304 t744 106# 2x3 380 If r 1712# T M 0 17110 13.5167 I 7xB 5x6 3x7 •j o 13.51 A9x • 3xa 3x6 gxit —2 12 20 PLF 6-3-8 6-6-8 6-6-0 6-6-0 i1-0-0 02 #2 02 02 1-1'0 37-0-0 1-4-0 BUILDING TYPE: Enclosed Residential CODE: Standard Suitding Code (SBCCI 1991) WIND SPEED: 110 mph MEAN ROOF NIGHT: 151 TRUSS LOCATION: (Se) area NET HIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW UPLIFT CONECTION REQUIRED: 10 0 AT EACH SUPPORT. SEE NOTES 10 AND 11 ABOVE. No trusses: 1 Maximum deflection occurred at bottom joint 03. Maximum Live Load Oeflection of .337' 15/161, Index-.273, (L/1318) Maximum Total Load Deflection of ,528" 18/16), Index-.285, (L/841) 2 7-?3'00,3 OU U�Ioo WS ---T ncC SPACING LOADING IPSF) TC LUMBER TRUSS: 37'4+ HV-13 SPEC T-13 ILL TC 30 2X4 #2 OS SP ENG, FOR: TRUE TRUSS INC - SOS 7 8C LUMBER 2X4 02 Ds SP PROJECT: CENTEX 3708 A DATE: 25 Feb 1993 OF LAYOUT ID: (� �Vi4 2x4 r3 SP AaaREss; sc:ie: AIF 1P1tFu 1/8 ,. ,LE 11 LUTEA S"LL BE OF THE SPECIFIED MIIIIMJM CRUDES. 61 CUBECIUI PLATES SMALL BE IIISIALLED SIKEIAICALL( 011 101 All TV 151911 040A(I MEMBERS ASSUMED TO BE Coll l llaMl•JSt I 131 � IINNCAIES LATERAL BAACnN1 NEMBEA (1x4 MIN.) SPECIES. Nq 1911 MAFIMJM MOI SI UAE LOrltElt 1, OA SUCH THAT INE .g111T BRAL.0 Br E111EN A/8' Hlln) PLIWaX1 SIEA7HIIU. 1/2' 14) IIISIALLAI IW/NII.ERECTVAl(f Irk 7WSS. PEAIINEIIT. NO IS GF nlw EP ALLGWA6LE SIRLSS VALUES. ALL VALUES USED tl, IC?CHCAO SPLICES ARE tool PECGMEIT 10 OCCUR IN111, IRrvNALL 00 BRACIIIG ME nBEPS SPACED 10' o C NA'... 1EW'CPAPI SPAC1115 SHOLAG 6E IIIAE IN ACCGPOAICE M.in FOR DOE WI ARE BARD DII Irf LATEST EDITIOrI GF THE 11A- GIRECTL( ABOVE A BOITGM CH000 SPLICE. Lxa ESS IVJIEO UT EPWISE. CIF+NEui 1Pl BRAC❑1G NL lNE C11C1I PJtll 4CAIIUd. ItUTAI CESTUI STNGANDS P.IBLISED Br Irf IIRt ItMU•l 7l 11-2000 AAPPOVAL 10j"KAS: UBC 23A2. FnA TCB 2014. SBCC IN ALL CGWYE551fi11["000 114"ERS A5S'JMEO 10 lE CGIH IIaaYJSL(/51 TntS CESTUI COrfORMS iG[•JlurEnl IPI OESI WI SPECIfiCA- FORE51 PRODUCTS ASSGCIATIUI 7251. BOLA FILE 86-125 BRACED By EII/EN 3/B' IN ltl.) PLIK"SIEATHIID. 1/2' TIGIS FGR METAL PLATE CUIECIEG WOGU TAI.•SSES AnD 21 THIS OESIUI IS BASED 011 CLARI CUaECTOR PLATES UEY. W IRIS TRUSS NAS BEE IT 1ESIUED FOR THE LGADII16 SHGMI !Mill.) OA(NALL OR BRACII/G MEMBERS SPACED AT 16' 0 C. G1Fl Ii( SI FIgAIgS FCA 1W/SSE S. 31 COrAECICA PLATES SIZES RAE BASED U/A/IAL FORCES DIL/. UI IHIS DRAW 116 111SIALLATIUI ND USE SHALL CUEOIIM IMA/), MESS NOTED OTHERWISE. 16) Ila IEN6EA OF THE /TfJSS NA( BE CU/W MODIFIED/N AH(MAI. 41 COIAEC ICA PLA IE SIZES ARE CALLED OUT 0IGTH tACAGSS SLOTS) 011114 THIS OESI(M 12) ® ItIGICATES 6EAAIIIG LOCAIIUI. 17) SPECIAL HNDLIiq LAAE SHOULD BE TAKEN OtM111A1 SHIPPGq A1 B'( LErgTn IALOIIG SLGTS: ND THE 0RIEnTATIa/CF TrE 91 In is DESIGII IS APPLICABLE TO S"DATEP SPAtt TRUSSES of ENECilU/OF TWJSSES SEE nIB-B/ FOR PEC014EIOATIOtd -CUE'IGURATICAI Alto LOAGIIIG SPECIFIED BY FABRICATOR DDITICAIAL PLA -A 11146 FOR NA14DL111G TRUSSES IS PESPOISIBIL111 OF FABRICATOR. -TH 15 TRUSS 15 DESIGIIED OIILY FOR THE LOADS 51401111. PRD'�ISIDN FOR 111E PREVEHTIOn OF PCAIUIIIG MUST BE MADE Ano IS IIOT TIE'PESPOt151BILITY OF THE TRUSS FAEPICAIGR OR CLARE. -AnTICIPATED HOPIZC/IIAL 14OVE14EIlT UIIDEP TOTAL LOAD - .301' 3-5-13 2-10-0 2-10-0 RUN 3-5-13 4-8-8 5-8-0 5-6-0 4-1-8 4-7-8 RUN 74 Plf 1-5-14 02 02 02 02 02 02 02 1-5-14 MBA Height 5-10-3 12 6 2790 3150 4190 3141 2671 1 A L l A 3x4 2780 8 V.- 3x4 3x4 S 2221ties l/ \ \ 4 1601 m 2003 �+ \� l 1080 1040 1t3f 1130 1460 661 0 n �� \\ \• 59► Of fen 17121 AT I . 17110 13 5167 I 7x8 3x8 3x4 5x6 3x8 3x7 13.51 491 3xtt 2 12 20 PLF 6-3-8 4-8-8 5-6-0 5-7-8 5-8-8 9-0-0 02 02 02 02 02 1-4-0 1-4-0 37-0-0 BUILDING TYPE: �Enclo6ed Residantiat © CODE: Standard Building Coda (SBCCI 1991) �2 MIND SPEED: 110 mph MEAN ROOF NIGHT: 151 TRUSS LOCATION: (Se) area NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW UPLIFT CONECTION REQUIRED: 102A 0 AT EACH SUPPORT. SEE NOTES 10 AND 11 ABOVE. No trusses: i Maximum deflection occurred at bottom )Lint 04. Maximum Live Load Deflection of .407' (7/16), Index-.33, (L/1091) Maximum Total Load Deflection of .638' 110/161, Index-.345. (L/696) L� 2cv r 3-23-q3 D/1.K/ -- `--, CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSFI TRUSS: 37'0' HV-11 SPEC T-14 ONG. 0 ALPINE ENGINEERED PRODUCTS Inc V2000 2-0-0 LL TC 30 TC LUMBER 2X4 112 DS SP ( ENG. FOR: TRUE TRUSS INC - SDS 15+14 1Bot S. GSW PKWY. 7.0 OL TC 7 BC LUMBER PROJECT: CENTEX 3708 A- ' DATE: 25 Feb 1993 GRANO PRAIRIE. Tx 75051 2X4 112 DS SP OF (214) 660-3940 PLATE-AREA[ INC-. FOH STL LL 8C 0 WEBS LAYOUT I0: A 584 OL BC t0 2X4 03 SP AUGHESS: 5CAIE: n'^` MEMBER TRUSS PLATE INSTITUTE 33.33 101AL. 4/ FXCFPT AS MAY OF P10Ff1) 1/0 I,u I) LIMBER SMALL BE OF INE SPECIFIED M1111PJM GRADES. 6) CGNECIOR PLAIES SHALL BE 1,1STALLID SIW*VAICALLI 04 10) ALL 10151u41 CH.IMD MEMBERS ASS'JIEO 10 BE C•JINUhI IIVI--'I3) > IIM)ICAIES LATERAL 1WACI1..MEMBER 1"4 MIN.) SPECIES, YID 182—,OIN'JM MOISIL E COIITENI, OR S'" THAT TNI JJIllf BR ALEC BI ElI1fM 3/e- .M111! PLINODO SMEATH1113 1/2' 141 H151"AA11GI ATE:fAICTIGI U INE TAIJSS. PERMMEMT. MG _. IS GF HI ;9EP ALL OMABLE SIPESS VALUES, ALL VALUES USED 61 TGH C"C440 SPLICES ARE 1101 PECGMHEIEIEG 10 GCC•JP IMIII; IIPIMALL GI 8RACLIOG MEMBERS SPACED tU' P c. MAV;. ItMPCPAP, 8PACl11G SrKYAO bE 0GE 111 ACCOPGAt10E Nlln FOP DESIG14APE BASED Oil IME LATEST 1011101,OF It* iN- DIPECIL'I ABOVE A BOTTOM CNORO SPLICE. 'JHLESB IEIIED U1,ERNISE. CUPREIIT IPI BPACIIIG AIIO LFIECl IC41 PJNLICATIG/S. 1I01IAL USI GII ST MIGMIDS PUBLISIEO at I E MATIGIAL 71 V-2000 APPROVAL WMTEC✓ RS: UBC 2342. FnA TCB 2014. SBCC 11) ALL MPPLSSIG4 C11G410 NEI&ERS ASYJMEO TO BE CC44TIIf.4YJSLn51 1"IS GESIGt1 CGiRE GfMS TG C'JFHI IPI OESI+M SPECIFICA- FOREST PRWG)CTS ASSOCIATIGI 7261. BOCA FILE 86-126 BRACED bI EITHER 3/8" (Min.) PLIN000 SHEAIMUIG. 1/2' IICA#S FOR METAL PLATE CGEECIEC MOOD TRUSSES MO 21 TNIS OESIGI IS BASED OM CLAP/COINECTOI PLATES OI&V BI THIS TWJSS HAS BEEN OESIGIEO FOR THE LOAOII* SMW I :MIM.) ERtMALL OP BPACUIS MEMBERS SPACED AI 16' 0 c. DUALIII SIAIE)AADS FOR TRUSSES. 3) CONECIOR PLATES SIZES ARE BASED 014 AA1AL FORCES DIV. GI THIS ORAMI/16. IHISIALLATIGI MC USE SMALL CGFORI TMA{), UEESS 1107EO OTHERNISE. 16) 110 MEMBER OF THE TRUSS MAI 8E CUT TA MODIFIED IN AN't SA-O. 4) CONECIFA PLATE SIZES ARE CALLED OUT WIDTH (ACROSS SLOTS) Off" THIS DESIG4 121 ® IIIOICAIES BEAR1116 LOCATIGI. 171 SPECIAL MA!"1110 CARE SHOULD BE IAMEII DUAIFA SHIRP111B MID BI LEHGTM (ALOtIG SLOTS) MO THE ORIENIATIOt Cf THE Bj THIS DESIG4 IS APPLICABLE 10 SHORTER SPMI IPJSSES OF EPECIIG/OF 1tVJSSES SEE H18-81 FDP FECCAtE/0ATICHS -CCAIFIGLIRAT/C41 OID LOAGIIIG SPECIFIED BY FABRICATOR -AOOITICAIAL PLATI115 FOR HAIC4-10G TRUSSES IS RESPOISIBILITI OF FABRICATOR. -11115 TRUSS IS OESIu11ED OIx_Y FOR THE LOADS 50-1010N. PROVISION FOR THE PREVEIITIOI OF PUIOIIIG MUST BE MADE AIID IS tIOT THE YIESPOISIBILITY OF THE IRU55 FABRICATOR OR CLARY. -AIITICIPATEG HORIZONTAL NUVENEUT LRIOER TOTAL LOAD - .322• 3-5-13 3-4-8 RUN 5-6-3 5-2-2 5-3-14 5-3-14 5-2-2 3-7-8 RUN 74 PLF 1-5-14 02 02 02 1-5-14 Max Height 4-10-3 12 Q 6 3961 3891 3940 3891 3161 12 j \ 2481 6 l7 �� 3x4 3220 \zz \ 123• 2y3 list \ In 2x3 1 1400 132t 1061 1051 1200 661 t 590 i 17120 Imlo / 13.5167 v 1712r 1 7x8 3x4 5x7 3x5 3x4 3xa 13.5149% 301 2 12 20 PLF 6-3-8 7-30-10 5-3-14 5-3-14 5-2-2 7-0-0 02 02 r2 02 1-4-0 1-4-0 37-0-0 /� BUILDING TYPE: Enclosed Residential !11 CODE: Standard Building Code (SBCCI 1991) 2Q WIND SPEED: 110 alE)i1 MEAN ROOF HIGHT: 151 TRUSS LOCATION: (Se) area NET WIND PRESSURE BASED ON DEAD L S SHOWN BELOW UPLIFT CONECTION REQUIRED: IO 0 AT EACH SUPPORT. SEE NOTES 10 AND 11 ABOVE. No trusses: 1 Maximum deflection occurred at bottom joint /4. Maximum Live Load Deflection of .494' (8/16), Index-.4, IL/899) Maximum Total Load Deflection of .773' 112/15), Index-.418, (L/574) RECOMMENDED CAMBER: .42' &3 -13-93 O 2Gt) ARE-y --s-2z--ii tom.wo m CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 3710- My-9 SPEC T-15 DWG. 0 ALPINE ENGINEERED PRODUCTS InC V,2000 2-0-0 LL TC 30 2X4 02 DB SP { `, - - ENO. FOR: TRUE TRUSS INC - SOS )54/4-F 1801 S. GSW PKWY. BC LUMBER PROJECT: CENTEX 3708 A - DATE: 25 Feb 1993 GRAND PRAIRIE. Tx 75051 7'0 DL TC 7 2X4 Y2 D5 SP '�OF '� 1214) 660-3940 PC.-ATE AREA:` INC.FOR 5TL LL BC 0 WEBS LAYOUT 10: �{ 594 3333 DL 8C f0 2X4 03 SP ADDRESS: SCALE: 11` MEMBER TRUSS Pl.A7E INSTITUTE . TOTAL 47 EXCEPT AS MAY OF tJOIFD 1/8 nn1E III LUI4KA SHALL BE OF INC SPECIFIED 111111RJM GAAOES, 6! COHECIW PLATES SHALL BE 11151ALLED S,WEIRICALL, OH 10, ALL IEUSIOA1 CIV10 MENeLPS ASSUMED IO BE CEIII IIAIUrA1 Ila '� IAGICAIES LITERAL BPI{IIIG NEMOEA NIIA Hill.) SPECIES. Moi 19%MAIIMJH MOI$ILAE E3H11fn1, 3A S'J:H THAT IRE .131,11 SPACED Br EI1HE1, 3/0' ,MIU) PLINIDW SHEATHIIIJ, 1/2' 1A! 11611 LAIIGAI ATE,FFECTICAI GF 7HL 1RJSS, PEgHMENT, Nb IS W nIwn S ALLOMAbLE 51PE5S VALUES. KL VALUES USEU 6; /GP CnGAO SPLICES ARE HOT PEC3MHE/MED 10 OCCUR IMI H1 UAIMALL GH 6PACII,G M[HOEPS SPACED /G' P.A IMA/;, IEHPOPAP,1xIICHK Sn6J/G EE Out 111 ACCGNG"xz M11n FOP DESIGN AAE BASED 011 111E LATEST TUITION OF TrE IIA- DIPECIL', ABO'/E A BOTTOM CnURD SPLICE. ''AILESS MUTED 1,111EPMISE C1PFEill IPI BPACIIIG AIL LPEC13 4 F ICATIGIS. 11014AL DESIGII STAIIGLROS P-GLISMEO Br THE 14ATIO14AL 7H '1.2000 APPROVAL IFJMBERS: ABC 2342, FnA TCB 2011 SBCC Ili ALL CGIOwESSIGH CHORD MEMBERS ASS'JNEG 17 BE CG,111rlUJSL,l51 InIS GEST VI CC4f OHMS 10 C'JHWEIII IPI DESIG14 SPECIFICA- FOREST PAOEAICIS ASS3CIAT 10t1 7251, BOCA FILE 96-126 BRACED be EIIrER 3/0' 'Mill.) PLrM3GO SHEATHIIIG. 1/2' 1IG1S FFA METAL RATE CL4-#WCG MOLD T1L.'SSES MID 2) IM TS OESIC04 IS BASED 011 CLAR,CWIIECIOR PLATES TALI. B) THIS TRJSS HAS BEE11 OESIGiEO FOR THE LOADIIIG SHO$BI ;MITI,) OP,WALL OR SAACIIIG MEMBEPS SPACED A/ 16' O C. CAJFLIII SIAIOARGS FGA TRUSSES. 3! COHIECTOR PLATES SIZES AAE BASED QT A01AL FORCES Otit. 011 THIS ORAMIUG. IIISTALLATIOII AIG USE SHALL CONFOAN 'MAI!, LOLE55 1IOIEO OTHEAMISE. 16! 110 P 14KA OF THE IwJSS Mar K CUT TA HODIF[EO 111 MIV MAI. 4, COISECTGA KATE SIZES AN{ CALLED OUT WIDTH iACPOSS SLOTS) WITH THIS OES1311 12) ® IIGICAIES BEAAIn3 LOCATIGI. 171 SPECIAL HWLLIIIO CARE SHOULD BE IAMEU DUAIHB SHIPPIIA6 M IO BV LEIrTn (ALOI1G SLGTSj MG IrE OPIVITAT1011 OF THE 9j THIS DESIGN IS APPLICABLE TO SHORTER SPM$ TRJSSES OF EKCTIC41 OF (PUSSES SEE n16-61 FOR PECC4MEIIUATIGr4 IG1. -CG)FIGURATICI ML LOAGIIIG SPECIFIED Of FABRICATOR -REPETITIVE MEMBER STRESSES 1101 USED. -ADOITIOINAL PLATIOG FOR HAttA IMG TRUSSES IS PESPOIISiBILITI OF FABRICATOR. -THIS TRUSS IS OESIGIIEO GILL FOR THE LOADS SHOMII. PROVIS1011 FOR THE PREYE141I0I4 OF K410111G MIST BE MADE AINO IS 1401 THE PESPDIISIBILITV OF THE IP1JS5 FABRICATOR OP CLAPl. -MNTICIPATED HGRIZC41TAL MOVEMEIIT UNDER TOTAL LOAD- .157' 3-a-14 RUN 3-3-2 6-2-2 6-3-14 6-3-14 6-2-2 5-0-0 RUN 74 167 135 74 PLF f-5-1• / 12 2 12 1-5-11 2x4 2x4 2x1 7 -O 32- -0 Mex Height 3-10-3 1290 921 f2 7651 9431 6541 8441 6830 1 1 1 1 1 + 12 �i ' ab 6 v /1677# -1X,) 1x1 7xS 4x1 �)C' f740 2x3 t2 — PI 318/ 2211 2191 3750X ;1\ 471 1 t [^ p 591 31791 $ 1 13.51 45 0 1 9x7 5x4 80 5x533770 33770 3x11 13.5148% �2 12 8-3-8 8-10-10 6-3-11 8-3-11 6-2-2 5-0-0 1 20 45 35 � PlF 7- -0 32-t-0 f-4-0 1-/-0 37-0-0 5140 2201 A BUILDING TYPE: Enclosed Residential CODE: Standard Building Code (SBCCI 1991) zi WIND SPEED: 110 mph MEAN ROOF MIGHT: 151 TRUSS LOCATION: (Se) area NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW UPLIFT CONECTION REQUIRED: 80(6 B AT EACH SUPPORT. SEE NOTES 10 AND 11 ABOVE. No trusses: 1 Special Loading; Rater to Loading Diagram Maximum deflection occurred at bottom joint 04. FASTEN TOGETHER WITH: Members Required TOP 10d NAILS f2'O.C. Maximum Live Load Deflection of .534' (9/16), Index-.433, (L/831) t Maximum Total Load Deflection of .837' (13/16), Index-.452, (L/530) 807 100 NAILS 12'o.C. RECOMMENDED CAMBER: .45'& �I 3-Z3-Q3 0&/ WES Sod NAILS l2'D.C. _ Gt FASTEN AT OR NEAR ALL PANEL POINTS. 3-�- 13 V,.1111 p_" z 0A jv A ) 00 NOT NAIL OR BOLT THROUGH TRUSS PLATES. CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING IPSP) TC LUMBER TSS � 37'0 HV-7 SPEC T-f6 BMG. 0 ALPINE ENGINEERED PRODUCTS Inc V2000 2-0-0 LL TC30 2X6 01 09 SP ENG. FOR: TRUE TRUSS INC - SOS 1,5 1801 S. GSM PKWY. BC LUMBER PROJECT: CENTEX 3708 A- DATE: 25 Feb 1993 GRAND PRAIRIE. Tx 75051 7_'0 DL TC 7 2X6 01 Os SP I�� jn (2141 660-3940 PLATE AREA INC-F`041LL BC 0 WEBS LAYOUT IO: 750 OL BC 10 2X4 03 SP ADDRESS: - --- -/ MEMBER TRUSS PLATE INSTITUTE 33.33 TOTAL. 47 SCALE: F-CFPT AS MAY HF NOIFN 1/8 n ^f it LUMBER MALL BE OF THE SPECIFIED MIPIM.w CAAUES. 51 CONECTOR RATES SHALL BE IIISIALLEO SIM1f1RICALLt OI 10) ALL IE151011 CHLAD ME14OLPS ASS'JMEO 10 BE C-ANiI4ML9 I 131 114DICAIES LAIERAI BRACIIM:MEMBER 1104 kill.) SPECIES, "AD In MAAIHJM MDISIJI4 COIIIE111. On SU-.IB THAT THE JOINT BRACED BI EI1tER J/B" ,MIDI PL,M000 SHEAIHII4G, 1/2' 141 111514LATIWI AIDC ERECIIUI CF THE IWJSS. PErmAERT, MO IS OF 111 GIEP ALL:HMABLE STRESS VALUES, ALL fAL ES USED 61 TOP CnCFG SPLICES ARE HOT PECOM EHOEO TO OCCUR MIM; GPHMALL IG GP BPACIIMEMBERS SPACED IC' 0 G INA/;. IEMPCAAP• BPACIIIS SHGUG BE DUE IN ACCC44CAMCE WITH F0 0 OESIW4 ARE BASED 011 IME LATEST EDITIOII GF IBE IIA- GIPECILI A604 A BOITGM UOPD SPLICE. �&ESS VOTED GItEPMISE CURRENT IPI BPACII.G AIL LPECTIGM PUBLiCATIWb. TIOUL CESIUM STA010=P•JBLISEO by THE NATIOIAL 71 V-2000 APPROVAL MAIBERS: VBC 2342. FMA 1CB 2011. SBCC 11) ALL CGMPRESSIUB C"C44D W14BEFIS AWNED TO BE CONNIIFJO'JSL n5) ]HIS GESIWI COIFOMAS TG CVFREHT IPI OESISH SPECIFICA- FOREST PRODUCTS ASSGCIATIU!4. 7251. BOCA FILE 06-125 BRACEG Bt EITHER 3/0- tMIM.) PLYMGGO SBEAIHIMG. 1/2' 11U4S FOR MEIAL PLATE CWIECTEG MV-0 1RLSSES MO 21 IN Is DESIOI IS BASED 011 CLARF CONNECTOR PLATES C4N_F. el THIS TRUSS HAS BERM DESIGIEO FOR THE LGAOIIIG SHOMOI (04114.) DRIMALL. OR BRACING MEMBERS SPACED AT 16' P.C. QUALIIH STABOARDS FA TRUSSES. 31 CONECIOR PLATES SIZES ARE BASED ON AXIAL FORCES OL/. 011 THIS ORAMIHG. IIISTALLATICAI MIG USE SMALL CQfON1 IMAF). ULESS 1107CO OTHERWISE. 161 IMI 1E14EP GF THE IPUSS MAH BE CUT OR MODIFIED IH A181 MAV. 4) COINTICTOR PLATE SIZES ARE CALLED OJT WIDTH IACRGSS SLOTS) WITH THIS DESIOI 121 ® IIIDICATES BEARIIIO LOCATIWI. 171 SPECIAL NMIDLIUO CAFE SHOIAD BE TAKEII"Its SHIPPIIIB ARID be LENGTH IALOG SLOTS) AO THE OPIEMTATION OF TME Bi THIS DESIWM IS APPLICABLE 10 SIOPTEP SPM) TRUSSES OF EFWCTIC44 OF TWJSSES SEE nib-91 FOR PECUWIENDATIOld SIZE 1pll Of THE PLATE LENGTn. IGEHTICAL LOADING AIO COIFIG:WAT -CUTE IG1AAifU1 ME;LOAGIIIG SPECIFIED BY fA ICATW -REPETITIVE MEMBER STRESSES IIOT USED, -ADDITIUTAL PLATING FOR HAILLIfIG TRUSSES IS PESPD11518ILx1'F OF FABRICATGI. RUT( 3-7-8 3-4-e 3-6-0 3-6-0 3-4-e 3-7-8 RlN! 766.5 1-5-14 12 /2 12 12 1-5-14 74 74 PLF Max Height 3-10-3 7- -0 14- -0 1291 1291 12 6 546/ 5831 5461 en 248♦ \ 24a1 1'I, \ 1231 1 0 i 661 6621 Ise/ 6621 661 m 1 m m 2015/ 2015E 'Z2 z 13.517911 13.517911 3X4 3x4 3x9 5x6 3xg 45 20 20 PLF 7-0-0 3-6-0 3-6-0 7-0-0 7-4-0 14-b-0 02 12 5141 5141 1-4-0 1-4-0 21-0-0 A BUILDING TYPE: Enclosed Residential (1� CODE: Standard Building Code (SBCCI 1991) WIND SPEED: 110 mph MEAN ROOF NIGHT: 151 TRUSS LOCATION: (Se) area NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW UPLIFT CONECTION REQUIRED: SOit 0 AT EACH SUPPORT. SEE NOTES 10 AND 11 ABOVE. No trusses: 1 Maximum deflection occurred at bottom joint 03. Maximum Live Load Deflection of .184' (3/16), Index-.262, (L/1370) Maximum Total Load Deflection of .288' 15/16), Index-.274, (L/875) s&.. 2Ev. 3-23- U DW A f-- 3-2-2--q'6 J'JIhD Thw_T h- _ CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING IPSF) TC LUMBER TRUSS: 21'0" N-7 T-17 DWG. 1 ALPINE ENGINEERED PRODUCTS Inc V2000 2-0-0 LL TC 30 2X4 12 DS SP ENG. FOR TRUE TRUSS INC - SOS 5-1' d/& foot S. Gsw PKWY. 8C LUMBER PROJECT: CENTEX 3708 A DATE: 25 Feb 1993 GRAND PRAIRIE. Tx 75051 7 0 OL TC 7 2X4 02 D5 SP 17 OF �� 1214) 660-3940 PLATE AREAL INC.-F-ORTL LL 8C 0 MESS LAYOUT IO: 332 33.33 OL BC 10 2%4 /3 SP ADDRESS: -- - V MEMBER IRU55 PLATE INSTITUTE IOTA(. 47 SCALE: f ' F+('f-P1 45 M4Y BE No1Fu 3/16 H WIDER SMALL BE OF THE SPECIFIED MIIIIMW GRADES, 61 CGFECTOR PLATES SMALL BE IIISIALLEO SfW4EIRICALLI Oil 10) ALL TEIISIGI CHOK,,MEMBERS ASS•.IMEO 10 BE CE01111D7.FA• IJl / IIIDICA1ES LATERAL BRATII G MEMBER "A/"I"I SPECIES. XO 192 MAXIMUII MOISNf.E COIMEIII. GR Sir. THAT 114 JOIIII. BRACEG Bf EITIER 3ie` ,IIINI PL'f113UG SMEATHIIIJ. 1/2' 1111 1161ALLAIIJI AI.0 E"ECTICAI GF IME TUJ55. (EFjIA14MR, YD IS OF ;(ITER Al aIlABLE STRESS'IALUES. ALL IKUES USED 6: IG'CMrPO SPLICES ARE NOT RECOMME"OED IO GCC•JP INIHr DP-1NALL OR BNACIIA;MEMBERS SPACED 10• O.C. INAI:, ItHI11RAP• BPACIfM S1.CLLG PC DGIE III ACCGRGAI" MIT. FOP OESIGII ARE BASED 41 InE LATEST EDITIOIM OF THE IIA- DIRECIL'4 ADO'IE A BOTIGM CM0RC SPLICE. uiE55 MIDIED GIMEPM ISE CI"IEI/T IPI BRACING AID ENE:IICN P.IBL1CAlIGIS. IICMIAL GESI611 ST MLAPOS PJBLISMEO BV IE IIATIONAL 71 V-2C00 APPROVAL IFJIIBEPS: TIBC 9312. FrIA 709 2011, SBCC 11) ALL CGAPRESSIGI CHI:fi' MEMBERS ASSUMED 10 BE CGHIIFJIYJSLg51 THIS GESIGI COI#DMIa 10 C•JRREW IPI OESIS14 SPECIFICA- FOREST PRIJOUCTS ASSOCIATIMI. 7251. APPROVAL FILE e6-125 BRACED Br El HER 3/B' CN1141 PL+MOOD SIEATNIIIG. f/'c- 11G5 FOR METAL PLATE CGeECIEO 1gDD TRUSSES ML 2I THIS DESIGN IS BASED Tal CLAAI CCAEECTOP PLATES GILV, 61 THIS IR•JS5 NAS BEEII DESIOIED FOR THE LOADING SHOMI MU/.1 ORfxALL OR BRACIUG MEMBERS SPACED AT 16' O C. WALIII SI AIDAArS FLA IRUSSES. 31 Cot C, R PIA TES SIZES ARE BASED 01 AXIAL FORCES OMA.0. Oil THIS ORAMIIIS. IIISTALLATIGI ND USE SMALL CGIFORM MAXI, LILESS VOTED O7MERaISE. 161 ID MEMBER OF THE TRUSS MAf BE CUt w 117D VIED TIL ALFA WAN. 4) COIZVGR PLATE SIZES AAE CALLED OUR IT DIM UCROSS SLOTS) WITH iH1S OESION 12) ® INDICATES BEARIIW LOCAT1011. 17) SPECIAL MMOL IID CAKE SHOULD BE 1AKEM DUAIIIB SMIPPIID M at LETIGTn IALOIND SLOTSi HD FTE OPIDIIMETATION OF TIE B; I" DESIGN IS APPLICABLE TO SHORTER SPAM TRUSSES OF EPECTIG4 OF TRUSSES SEE nle-f/ FOP PECOKWA1f OTIS IDENTICAL LOAQIIIQ MID CONFI"AlIC41- -CCAIF IGURATIW AND LOADIIIG SPECIFIED 8f FABRICATOR -REPETITIVE MEMBER STFESSES NOT USED. -AODITIWAL PLATHIG FOR HAITDLIING TRUSSES IS PESPOIISIBILITf OF FABRICATOR. -THIS TRUSS IS DESIGIIED GIILf FOR THE LOADS SHONII. PROVISIOII FOR THE PREVENTIOII OF PCA4011AG MUST BE MADE Alb IS IIOT THE PESPOIISIBILIT'I OF THE IRUSS FABRICAIGP OR CLAR'I. RUN 4-7-8 4-4-8 3-0-0 4-4-8 4-7-8 RUN 1-5-14 1-5-14 74 PLF Max Height 4-10-3 12 Q 6 2731 2731 + + 12 17F 322► \ >��,+ 6 � +\ 1600 01 1 ►� + 0 1 861 1190 1190 861 IT 4, 4 9601 9601 m 1 1 M 13.51 384 13.5136% 3x4 5x8 3x8 3x4 20 PLF 9-0-0 3-0-0 9-0-0 1-4-0 1-4-0 BUILDING TYPE: Enclosed Residential 21-0-o Q CODE: Standard Building Code (SBCC1 1991) 0 WIND SPEED: 110 no MEAN ROOF NIGHT: 151 TRUSS LOCATION: (Se) area NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW UPLIFT CONECTION REQUIRED: 737 # AT EACH SUPPORT. SEE NOTES 10 AND 11 ABOVE. No trUSS05: 1 Maximum deflection occurred at bottom joint 02. Maximum Live Load Deflection of .069' (1/15), Index-.098, (L/3652) Maximum Total Load Deflection of .108' (2/16), Index-.103, (L/2333) elcy- 3-23 q� ow f�E.v 3'zZ-93 w►nD rn Q�IAJ CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING IPSF) TC LUMBER TRUSS: 2110" H-9 T-18 OMG. 0 ALPINE ENGINEERED PRODUCTS Inc V2000 2-0-0 LL TC 30 2X4 12 N SP ENG, FOR: TRUE TRUSS INC - SDS 5 r fool S. GSW PKWY. BC LUMBER PROJECT: CENTEX 3708 A DATE: 25 Feb 1993 •/ GRAND PRAIRIE. Tx 75051 7.0 OL TC 7 2X4 12 N SP (t[OF ' (214) 660-3940 PLATE AREA: _ INC.FOA STL LL BC 0 WEBS LAYOUT ID: ''DU 244 OL BC 10 2X4 /3 SP ADDRESS: SCALE: MEMBER TRUSS PLATE INSTITUTE 33.33 IOIAL 47 1 xM FPr As MAY NF 3/16 A fI I tv4EA STALL aE OF THE SPECIFIED 10101WAM GRADES, 61 C00xEClCa PLATES SHALL BE 1HSIAL.LED StW1EIRi CALLf 014 )0) ALL 1061w C-40 MEMBERS AW)JED )O BE CC01110KAU.151,r I3! � HIDICAIES t.,_ SPECIES. AIID IBx MAATMLM M31SIiK COUTE141. OA S'./:H IHAT THE JOH41 6AACEG GO E11rER 110' mol PL fkoq WiAlm,13, til' 14! 4HSIALLA11004 Ari.EAE01W. 1S GF HlaIEA AtWoomkE STPESS'OALUES, ALL OAtt4E5 USED 91 1i;P CHCP0 SPLICES AMC 1161 1ECON14ft"D 10 OCCJN ialttr Li++MALL OR WACUIG MEMDEPS SPACE& IV a c WM , It HPCAAP.GAACIt15 SI%0jLG ME 104 FOR DESIatt ARE BASED 01, SUE LATEST EDIIJOU Of 1HE 40- GIRECIL4 44wit A BOTTJt Chom SPLICE. :Xx ESS OWED GTUERM)SE C1WPE411 IPI GAACIIIG u4 tKZIIGI PJbLTCA,._ T1IxrAL CE51W4 5TAtGARD6 PUBLIWO 8f W HATICt1AL 71 Y-2600 APPROVAL tr.MOENS LAIC 2342, Frisk ICG 2014, SBCC TI) ALL CGWIESSI(At CnCRG ME14KRS ASSUMED 10 9E CU010J04t+151 1n15 GESIG11 CWFOKIS 14 CM+AEt1T IPI DESIStt Sn",_ FOREST PAOfNCTS ASSGCIA110t1. 7261. BOCA FILE 86-125 BRACED 8f f1IHtA 319' IMIH.) Ptt*C-60 SIEATHHIG. 112' 11006 FCA METAL PAIS CGIXECIEG NOW TALSSES AAG 21 THIS DESIGN IS BASSO 011 CLARf C0111ECTOR PLATES O1JLr_ BI THIS IR'JSS HAS 9EEII DESIGED FOR THE LGA0114 51104/1 WH4 OR(mALL OR BRACP*MEMBERS SPACED AT 16' D.C. DUALM SIAPOARGS FCA TRUSSES. 3, COt41ECT01t PLATES SIZES ARE BASED 011 AXIAL FORCES 4111.1, Oil THIS 0110100, INSTALLATIG14 AHG USE SHALL C011FORN 41AA1. U4LESS"OlED OTHER111SE. 161 Iq/EMBER OF 144E IROSS MAO 6E Cut CA"IfEED 114 A041 MAO. A) COt4ECICA PLATE SIM ARE CALLED out BIDT44 1ACRoSS SLOW milli THIS DISI(mN 121 is IfillCATES MEAA100,LOCA11014.. 17) SPECIAL"MADL.1tl6 LAT#S"Ma BE fwi:14 o11RTT40 541MiIM9 Alin SO L&Allm 1ALONG SLOTS,, A14D IHS ORIENTATION OF TME Bi THIS OESIGH IS ANPLICAGL# 10 SHOATEA SPAti TMISSES of EK01CM 4F TPJSSES SEE a10-01 fOP PECC4MtE10611tM5 -C IGURAT[CA)A1C,LOADING SPECIFIED BF FAMAICAFOA -ADDITIOIIAL PLAT[HG FOR HAIJOL114 TPUSSES IS PESPORSIBIL111 OF FABRICATOR, ptx# 5-6-f A-fi•i2 x-lf-i2 5-6-4 �A1 1-5-i4 s-�-14 74 PLF max Haight 5-7-3 12 6 3580 d fI �} 378 J 37Y J L 193# 193#8 n + 66# 138! 136# 660 � T alt 9600 960# 1,1 13.51387, (3.51399 nI I� 5x6 axil 3x0 3x1 20 PLF 7-0-0 7-0-1 7-0-0 /1 BUILDING TYPE: Enclosed Residential 1-4-0 21-0-0 1-4-0 [` CODE: Standard Building Code (SBCCI 1991) 41 WIND SPEED: 110 mph MEAN ROOT NIGHT: 151 TRUSS LOCATION: ($a) area NET HIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW UPLIFT CONECTION REQUIRED: "727 # AT EACH SUPPORT. SEE NOTES 10 AND 11 ABOVE. No trUSSeS: 8 Maximum deflection occurred at bottom joint 12. Maximum Live Load Deflection of ,069' (1/16), Index-.099, (L/3652) Maximum Total Load Deflection of .109` (2/16), Index-.104, (L/2312) (Z�t. 3-?3-q3 O/tw V 3- ' `f3 WinD rnu 'COACtNG LOADING iPSF1 TC LUMBEA TAUSS: � ;!I'D* COMMON T-19 dti # TC 30 2X4 02 N SP ENG. FOR: TRUE TRUSS INC - SDS ANk SC LUMBER PROJECT: CENTEX 3709 A CRATE. 25 Fed 1093 2X4 #2 N SP LAYOUT TO: jt 2X4 93 SP A00AESS: SCAtE: )� '-li-0 3/lb A0-