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Permit 1524 Linkside Dr (vault) ADDRESSZ-��.2-'�-/- BUILDING PERMIT NUMBER 77 93 INSPECTIONS: UNDER SLAB PLUMBING---------- SLAB FRAMING COVER-LIP INSULATION- FINAL BUILDING Y- / 9 CERTIFICATE OF ELECTRICAL PERMIT 6-'p t/ V----- -.- INSPECTIONS ROUGH MECHANICAL PERMIT PLUMBING PERMIT # ----------- NOTES: llilr�`-,�,;��i,�,,,, qg Ag, 7 DEPARTMIENT OF WILDING IC OEACH OF ATLANT CITY ..........7— It ORM 10000,410 PERM IT INFORMATIOlV— Address lo' 15�4� AT 13, Number: 0389 -1 22 j LANTMBEACH, FLORIDA' It, t Type' 'WELL - -------- LSOAL , DESCRIPTION s� of Work.. NEW : 'S0ct ion got Blocko �s-trl� Type; ANE RNG WOOD FP Township: 0 Uso:, UTTLITY SELVA LINKSIDE code- 0 subdivition, `�Jated Value: T lloprov- rlost $10-00 Amount- 11al q 4 D n FOR TIRRIQAT,10 1 PuREQSES n Wak- I ON APP I" TIM LICATION P998 PERKIT W A TT E Et WOO 4DIE-1, DRIVE E Z el", 91" C FLORr IDA P RADON GAS-R.R.S. $0.010 KATI O��, ------- RADON CAB 5% $0 .00, C A E S i�4 ' Name, APITAL IMPP V; Nalho, k", 0f) Z- CRoS- S CONNECTION ATLAN EACA 15 Rc H ImPACT '?9E s T CONST.SURCHARGE "4 AE,-- NOTICE-ALL CONCRETE 0OAMSAND FOOTINGS must$E114SPECTED BEIP01 EP6I)RING v� PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE LACED IN PU BLIC SPACE,AND MUST BE ILDING MATERIAL,RUSBISH'AND DEBRIS FROM THIS WORK MUST NOT BE P BY EITHER CONTRACTOR OR OWNER )CLEAFtED,UP AND HAULED AWAY JRE TO COMPLY WITH THE .MECHANICS"LIEN LAW CAN RESULT I ILI 9 1 1 1 1 r ILDI ijU 00OPEOTY OWNER PAYING TWICE, FOfj r NGIOAPROVEMENTS01 C TO CORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SU CT _A PLICAB E PROVISIONS OF 1AW. L *J(�00 14 �A' FFE �10.nO AP-MICATION EM VEIL PERMT CM OF MAN= WACR PROPERTY OWUM ,7 - ---Pay Phone Addresst APPLICMr, IF MER UM WER Nam: _Day Address., -2, 1'3 6OX zip -4 z JOB Address oriocation: �25�--r',e 4gal Description: Is well to be used for drinking purposes? Any person, individual, corporation. or odier entity receiving a permit as provided in Section 22-40 of the Atlantic Besch Go&, and wbo plans to use water from the perndtted well for drinking purposes. must first obtain a bacteriological test report finom.the State of Florida Health Depart � i t furnishing a certified copy thereof to the building deparment of the City Of Atlantic Beach. A certificate of occupancy will not be issued until said report is an file with the building de*1 Department Notes: I agree to camly with regulations stated herein: V Sit6ature Date CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 lit INSPECTION EMAIL REQUEST: Building-dept(akoaKus Application Number . . . . . 38-00000001 Date 2/05/08 Property Address . . . . . . 1524 LINKSIDE DR Application type description PLUMBING ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 -------- ------ ----- -- -- ---- -------- --- - ---------- --- -- ---- - - -- ------ -- - - ---- Application desc 1 fixture -------- ------ ------ --------------------------- ---------- ------------------- Owner Contractor --------- -- ---- -- ------ - ------------ ----- ------- FOGARTY, JAMES B. ATLANTIC COAST PLUMBING CORP . DBA:ATLANTIC COAST PLUMB. &TILE ATLANTIC BEACH FL 32233 Q/A: PARRISH, NICHOLAS JACKSONVILLE FL 32224 (904) 249-5381 ------- -------- ----- ----- --- - ------ --- ------- ----- ----- --- - -- - - - ------------ Permit . . . . . . PLUMBING PERMIT Additional desc . . Permit Fee . . . . 42 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 8/03/08 ------------- -- - - ---- -- ----------- -- ----------- - --- --- - - - - -- --- - - -- --- -- -- -- Fee summary Charged Paid Credited Due ---- --- -- --- ---- - -------- -- ---- ------ --- --- ---- - -- - - - - --- Permit Fee Total 42 . 00 42 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 42 . 00 42 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. CITY OF ATLANTIC BEACH PLUMBING PERMIT APPLICATION C) Date: '1;7- 1—property Address: 5 ZINk 31 Spz_ I r 6 C�f -r(") Owner: Telephone #-. cmi-Z I AilTelephone #: 91-j Z 7 Contractor: ATt.,4N–v Contractor Address: Fax 0: In consideration of permit given for doing the work as describea in the;�vc sGtcment,%ve hereby a8ree to pen.orm said work in accordance with the auched plans and specifications which am a pun hereof and 4%kwcord&Lncc with the CitN LI'Ailundij Beach ordinance and standards of good practice listed therein. Installation of plumbing and fixtures must be bi uccordancc with the most recent edition of the Southern Standord Plumbing Code. Plumbing Type: If other construction is being done on this building or site. a New list the building permit nurnb&: C3 Re-Pipe Number of Fixtures: Bath Tubs Showers Closets Shower Pans Dishwashers Sinks. Disposals Urinals Floor Drains Washing Machine Lavatory Water Sewer Water Heaters Other Fees Permit Issuing Fee: $35.00 Total Fixtures: X $7.00 + $35.00 800 Seminole Road - Atlantic Beach, Flori a 32233-5445 Phone: (SU) 247-5800 - Fax: (904) 247-5845 - http:liwww.ei.atiantic-beach.fl.us �Y 09PAWMENT OF sul'U""a CITY Of ATLANTIt.bEA04 0 IT I#POPj4ATION ------- "LOCATION INP --------- - ORMATION , 'rthx,-t -Numbor:: 1 4 -fe Addrliess: i5,2,4 LINKSIDE DRIVE trtpi t Type RU I L ATLANTIC BEACH, FLORIDA 32233 ar ALTMATION -------- 14EGAL DESCRIPTION ons r ype: ALUMINUM :S T Lot .� 1 5:� Block: ection: 4 US04 SORZO ENCLOSORE Township., RNG: q Code 0, Subdivision.* SELVA LINXSIDE t,e , d ,VAlue,. -S2,91 Tv*,,ro;v. cost : $0 00 $37 ,�$o TION APPLICATION *kZS $37 . 51D E� VRIM pow 01" PACT PLOkI IM PEW 90 Ph 7 44 4 AP RADON $0 .06 $0 .00 R qRKATI RAD014 CAB 5% *04,e: K, WN CAP-1-TU,-,IMPROVE-., $0 .,00 OD ROAD StVZR, TAP $01.00 JACKS PL 32215 HYDRAULIC SHARE S,0,00 4 Type CROSS CONNECTION A , 09 COSM SURCHAROE C :NOTLt E, AVL 6ONCR4TE 1FORMS AND FOOTINGS MUST BE IN$PECTED BEFORE POURING "PERMITY101D SIX MONTHS AFTER&AIE OF ISSUE MATIERIA -FROM THIS WORK MUST NOT�S = PLACED IN'PUBLIC SPACE,AND MUST BE L,RUSaISH ANDIXORIS UP,ANb HAULED'AWAYBY EITHEA�r CONTRACTOR OR OWNER JO C Ly it I�I I I I I - _CA T jNr WITWTHE MEtHANIC, ERTY",�WN� R: S' LIEWLAW N NE, r ME ROV W :PAY—ING TWICE 0011,,, Ir _0 W 6 ED PLAN$w RaING.TO.APPROV HICH'ARE PART OF THI$_PERM '0 PLICABLE PR"06N r' MA N, FAP S OF LAW. M j:""1qW BEACH BU1LbIW>.DEPART, 10 MENT J A N 2 8 1994 Building and Zoning CITY OF ATLANTIC BEACH PERMIT APPLICATION REMODEL, ADDITIONS OR ALTERATIONS DEMOLITIONS Owner(s) : Address: Z4/)6! 61�11 Ile Phone: Lot # IS,-3 Block or Unit Subdivision: L Ir a 'c" Contractor: 6nndk L (2ceeq e szz 6XI'lf 6q5e�3 - Phone No: Address : ten;C' d Pal 114"- 6'�`I --2�2— Describe work to be done: alwy) !:scrl�el) IV"Or- L Present use of building: iLI�4ptl h&P Valuation of Proposed Construction: Proposed use: Is this an addition? A)d If yes , what are the dimensions of the added space: ft . X o ft . Will the added area be heated and cooled? New electrical (or increase)? 'Alto New plumbing fixtures?$J- New fireplace?lub New Heat/AC? 4fb SUBMIT THREE COMPLETE SETS OF PLANS, INCLUDING SITE PLAN , SURVEY , ENERGY CODE FORMS, NOTICE OF COMMENCEMENT, AND OWNER/CONTRACTOR AFFIDAVIT, IF OWNER IS CONTRACTOR. Signature OWNER: Date: Signature CONTRACTOR* A Date : CITY OF ATLANTIC BEACH PERMIT CLLCULATION SHEXT Address (AJ V, 6 (,0 SCIT45ig--10 te-lolqcc-� Date---,� Heated Square Footage Ver sq f t Garage/Shed per sq ft �= $ Carport/Porch per sq ft = $ 2- Deck per sq ft = $ Patio per sq ft = $ TOTAL VALUATION: $ 1,2-06 P / S- ,�v ,991 ,:) ff $ Total/ Valrtion 1st 77 �2 /0 Remaining Value $:!�j. per thousand or portion thereof TOTAL BUILDING FEE $ -2 + 1/2 Filing Fee $ Fireplaces @ $15.00 $ - 0 - BUILDING PERMIT FEE WATER IMPACT FEE SEWER IMPACT FEE WATER METER/TAP CAPITAL IMPROVEMENT SEWER TAP $ RADON (HRS) .0045 $ RADON (CAB) .0005 $ SECTION H PAVING $ HYDRAULIC SHARES $ CROSS CONNECTION $ ) SURCHARGE .0050 $ OTHER $ GRAND TOTAL DUE $. ADDITIONAL PERMITS OR FEES: Mechanical_; Plumbing_ Electric/New_ Electric/Temp_;SwimmingPool Septic Tank_ Well Sign_Finish Floor Elevation Survey ; other_ CALCULATIONS and/or NOTES: 1-07- glec/,' 1��d -�,Zzzo JAN 2 8 1994 Building an IV -G 05 lee 2)(2 io LL 'A 3Z233 CITY OF 4&"4'c BeaeA-09"' Office of Building Official -7 -7 1 /3 REQUEST FOR INSPECTION 6 qqF ,67 Date— Permit o. Time M Received Job A _71-ocality Address Owner's Name �mtact,;� BUIL CONCRETE E RICAL P IN MECHANICAL Footing Rough C Air on Re Rooting E Slab Temp Pole Top Out E, Heating Insulation Lintel Final E Sewer L-i Fire Place F-i Pre Fab READY FGFLINSPECTION ---N A,M Mon. Tues. I'Wed Thu Friday_PM. 'n"y XM, Inspection Made ...... --CPM- spectio Inspector 7�� Certificate of Occupancy C Date, 1I.M11 04 ',Cut 'leg -,G avvvg 0 Ck, 'q J4 � 0-2ip m a ZIA I if Pt '1Z Oj Aq lot 'amJ60A lilt Lft K-e .4'w 14.,5 it, ty db- 1-9-C I A ILI rd Vq Vj of m d C I L &" ej a fj -V* do L+ 95 OPT Af It FELTS OVER 112* PLYWOOD Z4- X 4 SHEATHING ON PRE-ENGINEERED CARBOARD PRE-FABRICATED ROOF TRUSSES NSULATION 9 24* O.C. 12 BAFFLE HURRICANE CLIP EACH TRUSS ALUM EAVE DRIP f R-19 INSULATION 1/20 GYP P.T. BOARD lx2 P.T. 2x6 WD DOUBLE 2X4 FASCIA TOP PLATE 3/8" PLYWOOD SOFFIT SCREENED 1/20 GYPSUM BOARD VENT 2x2 2x4 WOOD STLJDS @ 16*0.C.-t=STRY I x WOOD FREIZE STANDARD 92 5/89 VAPOR BARRIER TYVEK FLOOR PLAN DIMENSION 88 VFA3TICAL. SIDING R-11 INSULATION (OR HORZ LP LAP SIDING OVER OSB &-EATHING WOOD BASE 1/20ox 86 LONG ANCHOR BOLTS @ 6'-06 O.C. 4* CONC SLAB W/ 6x6 10/10 W.Whi OVER P-T 2x4 SOLE PLATE WATERPROOF MEMBRANE SET IN CCWT BEAD CARPET OF SEALANT FINISHED FLOOR COMPACT A cc FILL 5 Dom FINISHED GRADE 80 CONC UP BLOCK 0 16ax8a CONC FT6 W/2 #4'S FELTS OVER 1/2* PLYWOOD SHEATHING ON PRE-ENGINEERED CARBOARD, PRE-FABRICATED ROOF TRUSSES INSMATION @ 24' O.C. 12 V-48 BAFFLE 5 HURRICANE CLIP @ EACH TRUSS ALLIM EAVE DRIP R-19 INSULATION 11T GYP P.T. BOARD U2 P.T. 2x6 WD DOUBLE 2X4 FASCIA TOP PLATE 3/8, PLYWOOD SOFFIT SCREENED 1/20 GYPSUM BOARD VENT 2x2 2x4 WOOD STUDS @ I x WOOD FREIZE 16*O.C.-INDLISTRY V_ STANDARD 92 5/84 VAPOR BARRIER co TYVEK FLOOR PLAN 8* V&9TICAL DMISISION SIDING R-I I INSULATION (OR HORZ LP LAP SIDING OVER OSB SHEATHING WOOD BASE 1/Lrox 8* LONG ANCHOR BOLTS @ 6'-0' O.C. 4* CONC SLAB W1 P.T 2X4 SOLE PLATE 6x6 10110 W.WM OVER SET IN CONT BEAD WATERPROOF WEMBRANE OF SEALANT CARPET FINISHED FLOOR cc COWACT A 5 FILL 'JUI FINISHED GRADE 5 gill 88 CONC BLOCK ;o 0 16mx8o CONC FTG W12 #4's FRI 1 Z 22 TRUETRUSS 0 2 TRUSS TIE DOWN STRAP wa stw& Oalas or comraw do b"m am pmclr 4AU09 wu" "m m coot samms f1mom iwo I-11W S"Gamerw wls 11. sw1w strop HOP PRI 13 : 22 TRUETRUSS P . 02 TRUSS TIE DOWN STRAP 0 ftemda woorw kwouod"Stan"to wirw upoft to gicwo taftom V4 pusm Ig or oftmo IW Wamp mg MOMCT 4AUQ1 UPUFT NAM m GODI 1.33 8J. KMFDLU CARTON H" left 1300 Pad x dww 21 WDPW is IGX 10,16d 3 See GensrW Not*11. sonrow swap HOP ARM FRI 13 : 22 TRUETRUSS P . 02 TRUSS TIE DOWN STRAP 0 ProAdoS 90010W W4MW0d tNW§ncO 10 wind UPIM 10 SOMM WON V4 VUSM 10 wal stuft op oWee or amraw do bmw mg PRMCT Was upurT 0 MAX m MR 1.33 0J. SCHKOWS CANTON Is 1300 8,16d as It OL 16A 10-16d See OensrW Note 11. HOP VOR ........................................................................................................................ 14 seat S '111es0jSnPe'-ervihOS8 r%tot ed above av fing Ida Dep"IlMe lot the project 0" prolessionhe rriot charcje 01 the Ot ""mcallo"s SW18 nd Buies Ot truss spe )on Chaplet VA 8 list der the resV 10 ,apared Un Ida Stalu een P ce With fjor Ste d b 010 Wjeef Ob a rob8fs d h6 ccordan 'neat In a he nu d h9favjlth an 12AVA-23. attache 'Inde*A Son Chapter attj%ed On this Protessionat 0 z 0 2 of 2 #V *4& ST, AU RE %,ANALI.K w'-A Soletow*110ow wwom 0 C1004XIM PLARS OW"K INSIMILLIES 0*4101CALLT OR a 'MIS attlaw to APPLICABLE To Swwtft SAM ImAst's to 130 '0' 1.03CA7n w(RAL a-Asw own w,`6)".1 to, "A MAIWA 00151w awlitnt. 04 090 SPAS "d *INV. 31MOTICAL towfus Am C"IftokATI(Pi- 141 INSTALLAVION APO CAECTICA" T041 lawst Reftwo4al. Aft "IOWA ALLOWAKI 1111*211 VALUM ALL VALVIS NUB 0 SOP ap N Q SPLICIS AM NOT WCOW&IND 16 OC" M SHE TOP 600 UALL bt LAICOMAv OR&MG,911.9%%1 1/%- TEMPORARY AUCIM&"a"Rd awe I"Attopea"M kiln PESISk A#V BASED On lot LAUDS MITISM V IP4"A' DINKCILV ADOVC A BOTTOM DIM SPLICE. INS".) "AT-Ims an W.Aaws ogwKAS SPAft&AT 1'.0. D.C. 0010041 lot SPACING APO VeCTION PtakitAllow. kL DESION STOCAMS PALI*"BY tog NATIONAL 71 V- I I I APPROVAL NLM-Kft UPC n4k FnA VCR 11014 SM was.k. $10 into WSION CGWC^4 I*bAmm"I lot KSIGA,WeCIPICA- 11 PROOMIS ASSOCUT1014. 701. SOCA FILS 06-110 111 THE BOTTOM CHORD 114ALL So W1011UT IP1A=filmER BY Ilow Pon 141AL PLATE Cowacsto 001010 Twisms AND atslet it sAoto ow CLAW COMMON PLAICS COLV. a THIS Tom"AS WIEN 1115340"FOR?if tOADINS A/V DOW.0 DRV*ALL so 6RAUNG 60"05 SPACto OLT w4ALITT STAN130006 PON fatows. ECIDN PLATIS 51211%&P*BASED 94 4311AL 0`061211 04.1. ON"do ORANT"S. INSTALLATION AM UK SvALL OWORN D.0 IMAI.I. so we 046"s OF 74 10641"AV So CA OR 641DIFIL11 in Aw W, WOR PLATJS 11120 Ald OIVCN 90 090. PAID BY 6 OW 1111"INIS DEBTS", sit M $"MATIS KAXIND LOCAII(M. wep� of holl I- -Odd Web Length Maximum deflection occurred 6.72* from the left and of bottom panel #4. -CONFIGMATION 9 LOADING SPECIFIED BY FAMICATOR. ;e turned 90 deg. Maximum Live Load Deflection of 234% Index-.414. (L/871) -PLATE TOOTH VALUE AEDUCEO BY 15X. )ical Panel Maximum Total Load Deflection of .322'. Index-.379. (L/633) -HORIZ. STAONGBACKS PEA PCT-80 SECTION 800 AEG. Total quantity of trusses - I 175 PLF Cn III w to M in M In In in 01 X X X X X X X X X �c X X X ko (V In 4V In rki in ru In ru CU DO f- to to X X X X X X 11) ID in In U7 to R-1556 A X n in A-15613 (3.5) 13.51 PLF [S TRUSS ANALYZED WITH PPSA3 ICES tLeft to Right) 1 -2280.--22130 -5192 -5182 -5617 -6627 -5617 -6517 -5382 -5182 -2280 -2280 �S -1533 .2653 -249 -1975 On -219 -10813 645 -219 -2je -218 -219 645 -JOSS -219 1529 -1975. -249 2653 -1533 r 0 3915 W83 07N W83 3915 0 ART A Division of PLAM ryft- O.C. SPACING LOADING OW) Tc LL*OER2-4x2 #2 08 SP PINE ENGIkEAE0 PROM=6 tnc V-2000 2-0-0 40 16*11-3/4* GARAGE HEADER A of S. GREAT SOUTHWEST P101Y. 5.0 LL TCJO OC U0*cR2-4x2 02 N SP END. fropt AND PFIAIJ411L TX 75"1 OL TC D TRUE TRVSS INC 010MCIE Program 20) 660-3940 PEATE VEX! I INC. FOR V LL K "ED$ 4x2 03 SP 217, 1122 st 332 0L ; I PROJECT: MSEA TRUSS PLATE INSTITUM TOI`AL�5 MASTER OCT 1992 scl-h EXCEPT AS WAY BE NOTED X0 os opt oses ot Ot av "rs;"a,\ 'ads , \006 oNer,%06 1pto J\es ,ov lt\e XO(%S ��Vt�\e ke?104-00 0 1� C % %� ) 1p Xt\cs Spo C%%OL s spe ef%"ve S!* 0 P-6 ood, ids 001 9 toee Ottr's cox�A-,13. Istlo �ttd SC 'Oels%jJ10 Its" wevel oxi 0 ot o elf t PiLL K 0 Twowevilipp"Aw P-M a Comadation PLA111t;9"A.as PSISLL"Sva"lPjC&LLv C" am 1016 alliGis Is Oft IcAwl to Tam"Ita SPAM 10AUS of 131 J0_ 011111CATES L-19-1-L JOACOM-1114114 1114t1w.8 KIL No PAXITIM owwwv Commit. 9%ago?", am JOINT. 1011011CAL LOAD11041 JW*9001101UhAllon 114 10610"Allon 00 ancilim CA, Tod TRAIL Saftweat"T. as nlepap*&LomA@Lg sipm vn#AM AWL VaLVIS OW is Ito 000 WLICIES Age mn otemmimmm To atop to 14,11 TOP CPWO%pwL 61 LAI P*LLv O.Aftia 111.401 9.3,6- TOVQWJW SWIM Splomb So me in Atelleamm Inin Eaton Am SAMIA on be 16ants CBSTIOS W wd 10. vip*Ckv allow A WITIN lowal WIC9. 410191.1 SPICATNING OR @W3N&WDdE�f4 SPAM AT I--$' S.C. CTIP0991 10`9 11016C104 0140 UCCVIWI PU@LICAIIOA. L alsism SVOCAVAS OUNLAW"ev toe 16AItsuL W V^"M APF"VAL PAPINEft wc n4L roe tee said. som owl.k. in lods wsl#A Cowcaa is comewl 1pt K%I%ft spatIFICA� r pelwwcls ASSMijklu". 731111. OOCA FILAI 66-136 all lid WIVO$CNM 04ftL K LAICANUT 1144M 11IT-44 my llowa Pon OCTAL PLAM Co"CILIS Wn TOLONS We OES14101 It 11140111,M CLAW COOMMON PLAIKS"Ly- 0 1114111 TftM 005 GUO K51110111 0`100 11111 1.111,09111111$NOW 11/2'68110.1 IPVW"04 WACINS ftPWINS VACKV AV 1141--41' %"ITT slawaawas pop TRAM. clool PLA16111 am"we"I APINL no= as 1101111 Oft"twi. IRSTALLAllool AM UK OOLL CWWM *.0 "AN.). IIIII ad amm"s or wd I*"UAT,a*A an weatram IN Raw PAT. ciao 01.8,111 slits am 11111101 n Ko. "118 my 0 me. PIT"THIS Ktig". ask w INDICAlms K4013.6 Legal M. tvcpl. of"0012 1. -Odd Web Length Maximum deflection Occurred 6.72' from the left end of bottom Panel #4. -CONFIGMATION 9 LOAOINS SPECIFIED BY FABRICATOR. 3 turned 90 deg. Maximum Live Load Deflection of .234'. Index-.414. (L/871) -PLATE TOOTH VALUE AEOUCED BY 15%. Ical Panel Maximum Total Load Deflection of .322'. Index-.379. (L/633) 4MIZ. S7AOMGSACXS PER PCT-80 SECTION 600 FkEQ. Total quantity of trusses - I 175 PLF Ar x 19 in In C11 an Cn in M In to in C11 X X X TC X X X X X X 9 cu in cu In (v in in cu In Al Rvi I4:2dl ON to to 01 X X X X X to to in In In in AD In be X A-1568 in in A-1568 (3.51 (3.51 -6 Tj! W2 PLF TRUSS ANALYZED WITH PPSA3 S (Left to Right) -2280.--2280 -5162 -5162 -6517 -6617 -5617 -5617 -5182 -5282 -2280 -2280 -1533 .2553 -U9 -1975 IWO -219 -1008 645 -219 -215 -218 -219 545 -10rjS -219 1529 -1975- -249 2653 -1533 0 3915 W63 SM 6063 3916 0 f A DIV101on ait PLATI TYPE* D.C. SPACING LOADING 11W) TIC LUNKA 2-4x2 02 Do SP rpron ipTio" 36'11-3/4' GARAGE HEADER A It ENGINEERED PRODUCTS PC V-2000 2-0-0 40 S. GREAT SOUTHWEST PKVY. 5.0 LL TCJO Tac LWK02-4x2 02 09 SP END. root PRAIRIL TZ 75051 OL TC 0 TRUE TRUSS INC. E Program Al $60-39.40 PLATE XVJU X INC. FOR V LL 9C NE*S 4x2 03 SP 33% OL ;;__-2 Pp"CT: 'A TRUSS PLATE INSTITUTI 1122 st VOT;Z55 EXCEPT AS MAY DE NOTED MASTER ATF65 OCT 1992 sc%% OXAS X XG ja%lolls s'lls �ese S �se ot !088't*I%oso eiNk e%%0\0 Mod �loos s s oj lto�er ot s tot 08 c - 'Wit0e,I I o%xot\ S�p\e ket 4 SS slPe'%kXc ves'pot%to et%\,\,a Sisk" \\Sk Ot d V3(%d 0'Pate Ole 91, Go 0 . 8beec 'at% m 'Old * --23. \t%oC ve 086 at 'Obod \ot% (i of% �4 C,\Ot%S\ Ot Ot .................... CK Aft FELTS OVER 1/2* PLYWOOD _ 44 A SHEATHING ON PRE-ENGWEERED CARBOARD PRE-FABRICATED ROOF TRUSSES INSt)LATION @ 24" O.C. 12 11-4* BAFFLE .15 HURRICANE CLIP EACH TRUSS ALUM EAVE DRIP R-19 INSULATION 1/20 GYP P.T. BOARD U2 P.T. 2x6 WD DOUBLE 20 FASCIA TOP PLATE 3/8m PLYWOOD SOFFIT SCREENED 1/20 GYPSUM BOARD VENT 2x2 2X4 WOOO STLJDS @ I x WOOD FREIZE 16*0.C.-NX)STRY STANDARD 92 5186 VAPOR BARRIER TYVEK FLOOR PLAN 8" V&9TICAL DIMENSION SIDING R-11 INSUI_ATION (OR HORZ LP LAP SONG OVER OSB SHEATHING WOOD BASE 1/20ox Sm LONG ANCHOR BOLTS @ 6*-0* O.C. 4* CONIC SLAB W/ P-T 2x4 SOLE PLATE 6X6 10/10 W.Whi OVER SET IN CON'T BEAD WATERPROOF WIEMBRANE OF SEALANT CARPET ndill, FINISHED FLOOR A:21 COMPACT cr. FILL FINISHED GRADE 8w CONIC BLOCK 0 16ax8a CONC FTG W/2 #4'S I T Y Cii"' SEMiN01 I H(W) A'H-41,'TICPT�VAL 1 L0R2)A' '11"ITPIP)NE ON) 247-18011 I-Ax (904) -147-5805 NOTICE Hater Department Building Department DATE: Please be advised that the final building inspection has been ccmpleted on each of the following addresses and construction water is no longer needed: Per,,,r,it 'RLunber Address, �z e (A"' J%inc-e ely, k --7 Building Department 0—7 AL-SERVIGH DIVISION AACKSONVILLE ELECTRIC AUTHORITY .j3 WEST DUVAL STREET JACKSONVILLE, FLORIDA 32202 FHE FOLLOWIN5 FINAL INSPECTION(S) HAVE BEEN MADE AND ARE AAT15FACTOkY ; V.- --- ------------------------------ ---- ------------------------------------------ -- Enclosed are the blue copses of the permits. PUILDINUANSPECTION DIVISION .a : FILE Of- 410� OA $car .'A folk UO Dale ",Mn POO dvess �koQk) ftic Okik V,e lop AOb f-l-ec"pl,09 ev �koljgvl po\e O'Nnel" jeop c f--ma\ (%00 -C7 g C- SO fo �ke :,,\,a\V\"Pv�('01\ -a�lo OGGUP \1.11\allol\ -ale reAllIr Dake gade \lQec"O VAI CITY OF 4&ot& Beac.4-4"' Office of Building Official REQUEST FOR INSPECTION Date 6-- Permit No. Time kM, Received PM. Job AiWred, Locality Owner's Name BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing L, Footing Ej Rough Wiring El Rough D Air Cond.& E Re Roofing 7 Slab El Temp Pole Fj Top Out Heating Insulation E Lintel 0 Final f-, Sewer Fire Place El Pre Fab READY FOR INSPECTION ( AM) Mon. Tues,� Thur& —1-4aw cf), Alm. Inspection Made _PW Inspector Final Inspection 0 Certificate of Occupancy,--, Date ------------__------ CITY OF ATLANTIC BEACH, FLORIDA pprowd by APP ICATION FOR ELECTRICAL PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE:� -199 IMPORTANT NOTICE: ,t IN CON91DERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN TmE FOLLOWING. WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS. WHICH ORE A PART HEREOF, AND IN ACCORDANCE WITH T14E ELECTRICAL REGULATIONS,CODES AND CITY OF ATLANTIC BEACH ORDINANCES. ELECTflICAL FIRM; ILI"N I f i N A B)_R f 7 777'7 JOUR NAME., 44"1_19MOSI ADDRESSI RFD-Box BLDG.SIZE BETWEEN: A ES.Mll� APT.i COMM.I PUBLIC,( INDUS.I NEW(Vre-"OLD I REW.I ADDITION( TRAILER I TEMP.I I SIGNS I SO.FT. SERVICEt NEW Wl" INCREASE( I REPAIR FEE .�2/40 AMPS lSb COPPER ( CONDUCTOR SIZE ALUM, Zv FIAC Ay- T_MT_CH OR BREAKER AMPS PH !3 Wl.Z??')VOLT I EXIST.SERV.SIZE AMPSI PH Wl VOLTI RACEWAY FEEDERS NO. SIZIE NO. SIZE NO. SIZE LIGHTING OUTLETS I CONCEALED1 IOPEN I I TOTAL RECEPTACLES I CONCEALE' Dl I OPEN I TOTAL 1 0-30 AMP6. at-lo SWITCHES INCANDESCENT FLUORESCENT&M.V. FIXED a too Ampao A APPLIANCES BELL TRANSF. AIR H.P.RATING H.P.RATING CONDITIONING COMP.MOTOR OTHER MOTORS AMPS CEIL HEAT: KW-HEAT 1? 11VIR MOTORS H.P. VOLTAGE PH$ NO. VOLTAGE PHS -,MISCELEANF'O'Us 6969 DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH LOCATION INFORMATION --------- ION PERMIT INFORMAT 1$24 LINKSIDE DRIVE Pe'rmit Number: 6969 Addressil., FLORIDA 32233 ';Permit Type: MECHAN I CAIL ATLANTIC BEACH', CLClaSS of Work,. NEW ---------- LEGAL DESCRIPTION ---------- tr. Type* WOOD, FRAME Lot.: BI ock: Sectioll: Proposed Use., SINGLZ- FAMILY ToWns�hip: RNG: 0 Dwellings-. I Code4 subdivi" i a $ELVA LINKSIDE Estimated Value: _$0 .00 Improv. Cost : Total Fees: $47,�.00 Amount P I 'A /21/91� Dat J 5, N19,4 Work De'44M' % TRAVREATAND AIR IN, N W, SINGLE fAM I LY RESIDENCE ION� APPLICATION FEES $47 .00 Nam, PERMIT Add DRIVEL WATER IMPACT FEE $0 .00 $ IRPAC on; FL(jR �,223 FEE A, so 00 I DAL 10 470 16 ph 07 _ ,UU AK" T&, 44, N kDON QA8 5% $0_00 FORMA R TAP M A TR` WATE 149 -UNBEAM ROA*1��`�.O�� ow TAP 'HYDRAUL:IC., SHARE $0 .00 3225 L :3 K L i cell,$0 t CACA 'Type*,, �iCAPITAL *PROVE. $0 .00 S2C.H IMPACT FEE. 0 OT NOTICE —ALL CONCR19YE FORMS,A%D100TINQ$vUST;0f j."OPECTED Sff0RE POURING -0 61X.MONTHS AFTERDATt OFISSUE PERM,1TV01 fQ,.�.LDjNqL MATERIAL,RUBBISH AND,J)t -THISWORK MUST 14OT SEPLACED IN PUBLIC SPACE,AND MUST BE �OLtAREDVPAND HAULED AWAY,BY'MTKEO,CONTRACTOR OR OWNER HE MKCH , 'LIEN LAWCANAESULT IN , �r.'ITAWURE TO COMPLY WITHT 4ANICS!,'. 14 1 P OVE NTS. -T _ LOIN T11f: ACCORDING TO AP, PROVED PLANS WHICH ARE PART OF THISPERMIT AND*WECT TO N ftO,R EPROVtSIO'NS 00 AW. TiQN t .'OFAPPLICABL A ATLANTIC BEACHBUILDING DEPARTMENT: By. �V Al 10 coo e ow �,ts 0 tills YOT til olr IL Qkeq�c- to Xt La, 014- !-' 'C, Coo 0�:I ct,t tAot .114 bl)N CeT ae tk;4 �\�e 10 co reglLial SS es Of mol\ ev-C', ve >10� , .- C, Noll 01 005 dna Zonin Coo 'Vos,\,tx P. Jr/e r ol '41 At tf 4.5 Jf-O* A16 45 00' w N V. A. 04 ft) r.#.4AolSP0Aft4fA 4� F,45,fA4,fA1r VXC MANS,-0,tAfat *IV CONC. 5144 lf� 4 Af V A: /f 7.75 R,c N 45:00 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 1. 11, 111. C)nd IV. LOCATION Street Address: 1524 LINKSI121E DRIVE OF - intersecting golw&Q, SEDIMOLE ROAD And ATIAMrIC 13LVD: WILDING Sult-divis;on SJ�M LINE,91DR, ILgAJ52 ,11. IDENTIFICATION — To be completed by all applicants in cons;dorot;on of permit given for do;ng the watt at described in the abcve statoonont we hereby agree to re-4c-," said wo-t - a::--it-:* with the ottachpd plans a Rd specifications which atri a part herilof and ;n accordance wifn 66 City of Jackson-Ye ord;-#�cei *-a s'a-za-zs of good practice listed #heroin. Name *1 mocliallical Contractors Coolroctor (Proof) MA Master Name of NDARIN HEATTNG ANn-ATR -CACA12623 Property Owner 54860ure of Own r s;9naturo of or AvilseriudAg:n Architect or Engineer Ill. GMEM INFOWATION A. Type-of 6."684 f.W; IS OTHER CONSTRUCTION BEING come ON t, ewwc THIS BUILDING ON SITE I YES 13 em—0 !P [3 Notitrof E3 Central Utility If YES, GIVE NUtA9F97q11 CONSTRUCTION 03 PERMIT C] 0*4W — Specify IV. MICNANICAL IQUIPMONT TO U INSTAkM NATURE QF WORK (Fie oWs complete kill of compeasinh*it back of Ithis forml Residential or H Commercial He&' 0 Space E3 Recessed 4 Control 0 Row Now Building A;,coisarowe.- t3 Room 4 coatmi 0 Existing Building Stroom: M,#,Ml rlJC-TROART) - lWcho*,L 1.2L 0 Replacement of existing system _3 mosimam capacity 1000 9A^ 4 Now Installation jNo system previously Installed) 0 Extension of add-on to existing system C) comalins tower: Cope city J.P.M. 0 Other — Specify C) Fire vrinuo": NUM60f. of kee 0 Elevator 0 MeAft D Escallatea joun4w) THIS SPACE FOR OFFICIII US&ONLY (3 Gaeakoe pu ps LPrV coo"; pnowis ve 0 Permit Appmved Do 13 O*W— SW* Porm;f Fee— UJrr ALL XQUIPMENT AER COND1171ONING AND REFRIGERATION EQUIPMENT f;� 12 No""Tians D"Cripuan MO&I NUmber manufacbmr -CONDENSOR TWR030 TRANE 10 0 2T UL 10 0 CITY OF Office of Building Official REQUEST FOR INSPECTION Date Permit No. Time Received Jo-b,Address Locality ot Owner's tor CONCRETE ELECTRICAL PLUM ING CHANICAL Framing Footing El Rough Wiring Rough M�nd.& Air C & Re Roofing 0, Slab 7 Temp Pole Ell Top Out ;< Heating Insulation E, Lintel E Final 0 Sewer 0 -Fire Place El Pre Fab READY FOR INSPECTION A.M. Mon. Tues. Wed. Thurs. Friday_PM, A.K Inspection Made _PM. ct, tion E, Inspector EK—.— Certificate ot Occupancy El 67 c Date TRANSMITTAL DOCUMENT FOR JEA DATE:� ,,:-, The f;ollowing permits have passed "rough" inspection: Permit No. Address (�--2 Please update your records accordingly. ',; , Ua)n 0 I�D NGrTLERK CITY OF ATLANTIC BEACH /veb 41 A 08 16 DSPARTMENt'00 WiLOINQ 7� C YOF ATLANTIC SEA H g 14 N,;p ry HUIT, INFO111 M TON --------- ------ -Lo TION Address: 1 S"I etm t, Nutnbert '016 0 1 1!: 1 Vic A PLIOR I DA 32233 - Pe rmi t Type'r Pt"Al NO, 'at bt: Work - ---------- stl ON Constr. T�jm: WOO, 'Lot S tion: ec �0 e PraposFod. Us' I'L 'FAMILY R fDWe I'l i OS I Cod rA 00 Subdivisi L I NIXIS, DE .00, . ....1'� ftwated Value' vWr-ov Cost $0.00 $.60.So �To A U $6' �. 50 140 0'' ELL- 1.14VAM 46 A'tW 4 #j k XV, �io * pw $60. 50 $0.0,0 147� DRIV9 21 $04,4" FL 414111 WM 411 00 0 , $0F R FORMAT 1, RADON'. $0.00 .00 Nam*: PON S 4b r4di4itb 4'0" 0.00 JACK FLA, 00 i10 H 4 Typ $0 40TE ...... �,ss"L s cl 4L`��, Is, NbTtC E ALL CONCRIETE,FORMS RE!0 "0 FOOTINGS MOST St.INS "M PERMIT VOID,61X MONTHS AFTER OATE:OF A' s RUSSISHAND DEB *,F` UB CE,AND,MST BE SOLDFINGAkATE RIAL, R KMUSTt4OT— E L A O _ , R, 4 RACTORL, y CLEA ED-UP-AND HAVILIED A Wi E-ITH EA C _AYS ONT OR,OWNER L #p IFAILURETO,"�Coj '-L*-Witk,-'THE VECHANICS19 L RESUI YIN EM NTS PROMMO PA G TWICE,.f WRI I F-i 0 APP OVED:P T1 %,COR0tN1d T " A LAN$ W141CH ARE'PA a pto ECfl!'!% RT OF 'i I -AW F 601 �Pjq Of:L E OV SIONS, 4 -A 14 GUILZO14 DEPARTMENT CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT JOB LOCATION: -------- ------ -------- PLUMBING CONTRACTOR: ---------- -----;i tf A LICENSE HUMBEROcz- ---- ------------r------------------------------- OWNER- Ile" - ---------7- ----- 4. 0 99 ---------- 7— BUILDING CONTRACTOR:--- 5_�" YZ —2- v__T----—-------------------- TYPE OF BUILDING: Z L je— — — — -- ------------------------------- SINKS SHOWERS ---------- ----7 LAVATORY ---WATER HEATERS BATH TUBS - - --------DISHWASHERS ----- --URINALS ----- ---DISPOSALS oe 2-�__CLOSETS ----- /---WASHING MACHINE FLOOR DRAINS ---- ----OTHER 1�1_TOTAL FIXTURE COUNT -------------------------------------------------------------- --------- INSTALLATION OF PLUMBING AND FIXTURES 'MUST BE 'IN ACCORDANCE WITH THE MOST RECENT EDITION OF THE SOUTHERN STANDARD PLUMNBING CODE.-j�, CITY OF ATLANTIC BEACH BUILDING PERMIT CALCULATION SHEET Address_,__,/5_,1'_ 4,1 Date_S�±�-- . -3 Heated Square Footage @ $_2 S_- 3 er sq ft = $ S_� Garage/Shed $ - per sq ft = Carport/Porch $ /3. 60 per sq ft = L�-77-C-1 Deck @ $ per sq ft = Patio @ $ L1,0 (3 per sq ft = $ 32,9 TOTAL VALUATION: 53 17(D9, /S- D 6,C) Total Valuation I.St 0 C-> //6 Cyt -7 0 A, Remaining Value $z� per thousand or portion thereof TOTAL BUILDING FEE 7(� + 1/2 Filing Fee 3 LTD Fireplaces @ $15 .00 .4, $ BUILDING PERMIT FEE BUILDING PERMIT $ WATER CONNECTION $_ W30-09 � ,1-, (9. 6C) SEWER CONNECTION $ WATER METER/TAP $ 0o CAPITAL IMPROVEMENT 0 RADON (HRS) .0095 IL-0 0 (fXl� RADON (CAB) . 0005 SECTION H PAVING HYDRAULIC SHARES OTHER GRAND TOTAL DUE ADD1,r1(.)NAJ, PER141TS OR FEES: Mechanical___; Pluml:,I.ng__. Electric/New._,__,,,__.._.__,Electric/Temp____; SwimmingPoo1 Septic Tank Sign— we Finish Floo - Elevation Other CITY OF 4&^4'c AwcA-49"' Office of Building Official REQUEST FOR INSPECTION Date XM- Permit No. Time Received RM, 112 Job A^d_d4;qs Owner's Name —( - -Contractor BUILDING ELECTRICAL PLUMBING MECHANICAL Framing Footing Rough Wiring ,-, 7 Rough Air Cond.& Re Roofing 17 Slab Temp Pole 7- Top Out Heating Lintel A - Insulation P,( Final 7 Sewer 0 Fire Place Pre Fab READY FOR INSPECTIO Mon. Tues, Wed. Friday A Inspection Made PM, Inspector Final Inspection f�, Certificate of Occupancy Date CITY OF 4&4MI,W. AWCA-1411 Office of Building Official REQUEST FOR INSPECTION et 4�� 1 60 Date- Permit No. Time A.M, Received Cj RM, 5 Job Address Locality Owner's Name Contracto, BUILDING CONCRETE ELECTRICAL NICA�� :LU—MBING MECHA Aou h Air Cond,& 0 Framing Ij Footing 17, Rough Wiring T_g� Re Rooting Fj Slab Temp Pole D op u Heating Insulation E Linte; D, Final 0, Sewer Ell Fire Place E, Pre Fab READY FOR INSPECTION Mon. Tues, Wed. Thurs. A,M. Inspection Made PM, Inspector Final Inspection Certificate of Occupancy Date CITY OF ATLANTIC BEACH, FLORIDA Apprw.vd bV APPLICATION FOR ELECTRICAL-P'-I'R MIT A� TO THE CHIEF ELECTRICAL INSPECTOR: DATE:,_ IMPORTANT NOTICE-. IN CON91DERATION OF PERMIT GIVEN roRncING 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 REACH ORDINANCES. ELECTflICAL FIRM: MASTEI Ve -1 ELECTflIC18N SigbIATUfto L NAME.. BLDG.SIZE BETWEEN: RES. APT.( COMM.I PUBLIC,I INDUS. NEW 0wr' OLD( REW.I ADDITION( TRAILER ( TEMP.(w,"'SIGNS —SO.FT. FEE SERVICE: NEW INCREASE( I REPAIR( CONDUCTOR SIZE AMPS 5/ COPPER (—)---ALUM. MTgll OR BREAKER AMPS PH [3 w"oLy IJACIWAY EXIST.SERV.SIZE AMPSI PH [ ..Wl VOLT ----- RACEWAV FEEDERS NO. SIZE NO. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED1 OPEN TOTAL RECEPTACLES CONCEALED1 OPEN TOTAL 1 0-30 AMPC I 31-100AMP6.1 SWITCHES kd' INCANDESCENT FLUORESCENT&M.V. FIXED 1 0.102 AMPS. I OVER APPLIANCES BELL-TRANSF. AIR H.P.RATING H.P.RATING CONDITIONING COMP.MOTOR OTHER MOTORS AMPS EIL HEAT: KW.HEAT OVER MOTORS H.P. VOLTAGE pHs NO. VOLTAGE PHS .,mIscELLANE8IJS DATE PRE'--SERVICE DIVISION ,)ACKSCJNVILLE ELEGTRIG AUTHORITY 233 WEST DUVAL STREET JACKSONVILLE, FLORIDA 32202 ['111-: FOLLOWINLi FINAL. INSPECTIMS) HAVE BEEN MADE AND tRE A"1'1'-,'F'A q'y 0 f�Y 1600 < ---------------------------------------------------- ------------------------------- ----------------------- j�lnclosed are the blue copies of the permits. i3LJP.f)IN(3 INSPFCTION DIVISION cki;: VILE 6771 DEPARTMENT Of BUILDING CITY OF ATLANTIC BEACH . ........... TR"IT11 INFORMATION -------- POWT ION ------ 6"711,' �rai t. Number?:, Address,:e KS I l3p: 0A IVE Typ "FLORIDA 32233 Permit AT 61 ii of Work'�i` NIE-W1. -Ng *0.0, r Type 14,OOD :pRMp. Lot Section: �e -,,rA IL m Tpw! Subdi v isi on:r, Ll 14)P DE 12 PA t47 0 5"15 t I rop r V,:x c o.# 25,33- 47 Awoo 25,3 3''. 4 7 f .1� - k-,� '. , *F S-INOLZ-PAMI Ay EES I DE CE 131 7 S TATE $429.00 Addj� IWAp I ST, �DR IV 9 SOUTH F -,OjOt, -0 T� ,430 Or N �FL 32216 "A MDON 0 IPOPWATIA� RADON (5311, j $0 67' ZSTATE WATE0 I $0 OQ K-7 -N-T ��J, , 11:.; Poll R $0 .00 '0 00 LL19 FL- 2 2 16 HYDRAO JACK yplp- 1"90 -$(4 NOTICE-ALL CONCRETIE F0jqm&Awv FOOTll-NOS MUST ftlft NO 10"E PERMIT VOID SIX MONTHS AFTER DATE OF 7�, ST�NOT. ALDIN G MATERIAL,RUBBISH A, DDERRIS,-FROM S 0 m E BLI CE,AND MUST BE THI W RK U UP AND HAULED,AWAY,BY 'CL ARED EITH'ERCONTRAbTOA OR OWN ER M LI IN 4, doe, - ,, TFAI JRE T01100UPLY WITH TH ECHANICS 64 RESULT OR R WN Ftr A Pll`,�' EMENTS. Ty d PAYINGITWICE F OR"Ou I �l 7 A rl R ER ll��,�-O"*,',�,- ,"i,ArccoRDING TO APPROVED PLANS WHICH ARE PA14T OF TkIs:P FAPPLIC ABLE PR0v(s'ONS'-OFr LAW' -ANTic BE ACH BUILDiND T�fx DEPARTMENT It 4 FLA. 1967 LAWS RAMCO FORM 409 FS 7 11.13 atirr of 4066PARC Of &UPUCAT91 to fullout it mag concem 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-__I__�i ......... ........... V---, , I ...................-------- thereof recorded in plat books PAggs ...plat ............................... of the current public records of Duval C, ounty Fla. ................................ General description of improvements.................QgUtKuction otjij�njj� Family Residence ....with...gaxA9.9.__QA_.9oncret.e_.sla.b.l............................ .. ............. ;, 6620 SOUTHPOINT DRIVE #400 JX.FL. 32216 -..MT9 ...TO: Jim H&qAA............................................ Clwner....._CENTEX...PMAL...ESTAT-B....C.Q" ......PEATIQN.......... .......... ................ 6620 SOUTHPOINT DRIVE #400 JX. PL. 32216 Address.......-.1--_.........--------- .................................... Owner's interest in site of the improvement.............F-EES-IMLE Fee Simple Title holder (if other than owner) Name........................................................................................................... .................................................. SAME AS OWNER Contractor_- ........................................ Address.......................... .............................................................. Surety (if ................................................... ............................. _-Amourt of bond Nam* of person within the State of Florida designated by owner upon whom nolkes or other documents may 6 served.. ARTHUR DAY Nam* ...... .................. 6620 Southpoint Dr S Suite 400 Jacksonville, Fl 32216 ............................................................... .. ....................- In addition to himself. owner designate; the following person to receive a copy of the Lienor's Notice as provided in Section 713.13 (1) M, Florida Statutes. (Fill In at Owner's option). Name................................................................................................... -�RCPERTY DESCRIPTION CITY OF Lot P-EL(�81ack 0--------Section J60CEAN BOULEVAAL) ----- APR 2 9 19931 P.0.BOX 25 ATLANTIC BEAC11.FLOJUDA 32231 slons -S, -J=�i-tk�'%&Q- TEUP)JUNE($;j4,24-:�.2.9; ,vubdivi Building and Zoning 3treet H DESCRIPTION OF WORK )r Addre::" If In a FLOOD MZ;iB *lood Zones--------------eras complete pug* 3. Brief 6 :L A 1�1 L- Description 8----JQ---—------------- Claws of Works lNew/Remodel/Addition) /\j c-,LJ :011ING INFORMATION Type of Constructions-_L-," r�- :oning Proposed aivtrictsL� --Una I Estimated Value *1-10 or 0 .xceptions or Motor Islas arlances Grantods--6,1�-11------- Solid or --------------------------------------- Filled Grounds-LqL ------Roof I OWNER INFORMATION hethod of Meetings................. Property Phon*s 4- Mailing Address -2-10 7 f< v- ---------- CONTRACTOR INFORMATION Contractors Phonesz.9 4� - --------—--- ---------- Malling Addrepas Ile- ------------------- Z,p,-�� ExpiretIon License Numbers----------------------------------w------ Dates-------------- I KEMENY CCRTIrT ?WAY I MATZ 11CAD AND CXAMINCO THIN APPLICATION AND KNOW THC SAME TO Cc Tput &NO, CORRECT. ALL PROVISIONS Of THE LAWS AND ORDIMAHCCS GOVERMINO THIS TYPE Or WORV WILL Cc CO PLICD WITH. WUCTHRR SF9CIfICO HIMNIN 02 NOT. TOM ONANTSOO Or A PERMIT DOCS NOT PPLZ'J-1 ON; AUTHORITY TO VIOLATE I'm CANCE N PROVISIONS Or ANY rEOCRAL. STATC Olt LOCAL r%:Lr:- PCOULATIONS. ORDINANCES. ON LA IN I H INCLUDsHo THE oovennima or cousTauvriox am rvc v N AT Tug ISSUANCZ or THIS PERMIT 1: rOMRAUCS OF CONSTRUCTION 0, THE Ojec UNDCAST =TINOCHT UPON Tills ABOVE INrOR11AT 91 TR A 4 CT AND THAT THC MANS AND SUPPORTING DATA HAVC SEES OR SNALL BE PROVID AN ME N Ovner Signatute ------------ Date------------ Contractor Signature— CITY OF ATLANTIC BEACH Fixt"re Unit Worksheat for Water Impact Fee FIXTURE UNETS ARE ESTABLISHED AS THE MEASUREMENT OF WATER DKIAND FOR EACH WATER FIXTURE UNIT INSTALLED AND CONNECTED TO THE CITY 4ATER SYSTEM. THE WATER SUPPLY CHARGE IS HEREBY FIXED AT TWENTY IOLLARS PER FIXTURE UNIT CONNECTED TO THE CITY WATER SYSTEM. ""'BATHROOM GROUP CONSISTING OF SERVICE SINK TRAP STAND VATER CLOSET, LAVATORY & BATH TUB OR SHOWER STALL (6) 10- 0) ±WATER CLOSET --WATER CLOSET, TANK OPERATED, (4) VALVE OPERATEP (8) ---BATHTUB/SHOWER (2) URINAL WALL LJP (4) -_-SHOWER GROUP PER HEAD (3) ...FLOOR DRAIN (1 ) STALL DOMESTIC (2) -LAUNDRY TRAY (2) _.__L__LAVATORY (1) COMBINATION SINK AND TRAY (3) WASHING MACHINE (3) POT, SCULLERY SINK (4) (2) 2- --- WASH SINK EACH SET OF FAUCETS (2) KITCHEN SINK (2) ' DENTAL LAVATO&Y (1) KITCHEN SINK WITH WASTE DENTAL UNIT OA CUSPIDOR (1) GRINDER (3) BIDET (3) URINAL STILL, JASHOUT (4) COMBINATION S7NK AND TRAY WITH AUSHING HIM SINK (0) FOOD DISPOS. PEDESTAL, SYPHON JET DRINKING FOUNTAIN (112) BLOWOUT (2) LAVATORY, BARBER/BEAUTY LICE MAKER SHOP (2) SINK (3) LAVATORY, SUR( IONS (2) 3ACUZZI (2) URINAL STALL, VASHOUT (4) TOTAL FIXTURE UNITS IS $20.00 EACH $_ 1-130, 00 JOB iNVORMATION 1A CITY OF 4&`k1,& 98aCA-4k". Office of Building Official REOUEST FOR INSPECTION Permit No. Time AN, Received PM. Job Address Locality Owner's 7,- Name Contractor PLUMBING BUILDING CONCRETE -ILECTRICAL MECHANICAL Framing C Fboting D, Ro �,Wireiing EE, Rough Air Cond,& am.Pole ) , op out 11 Heating Re Roofing 7- Stab 11 emp Polt� -,)5, T -r 7 C Insulation C, Lintel E i n—a 0 Sewer E, Fire Place Pre Fab READY FOR INSPECTION M' Mom Wed. Thurs. Friday A.M. Inspection Made ------- PW Inspector Final Inspection(7 Certificate of Occupancy E, Date FLOODP4AZU WVXLOPN=T INFORMATION Type of Developlmntt Flood Zones.— K —...--- ReqVired Lowest Ploor jUevat"MS 29 building Is located within a flood hazard xonep a survoi must be made AFTER TUB BUB U" SM pOUnj&D# CWrtifying that the LOWEST FLOON ELEVATION to equal to or above the base flood elevation establish" for that xonee No final Inspection will be made and no oartAgicate, of occupancy will be Issued until the survey to on Xjj& wItft the BuIldIng Departmento CCMIIFXTB* Applicant Acknowl*dgeseatt I understand that the Issuance of this permit to oomtAnWmt upon the - above Intormation being correct and that the pJL=w and su ting date have be* or shall be provided an requiredo I *grew to comply with all applicable provisions of Ordiouncie No* 25-7-11 an I her A or her �*-Vff ordinances affecting the propa 14 LOP to 2- ApplAcent0a Bignature ��—ftw W6.0.094ow M.M.M.M—M M ft M M W 40 Department Use Required Lowest Floor Elevation -- ----------- Am Ruilt Lowest Floor ZJL&VQt10ft ------------- Survey Filed with Building Department --- ----- 4 rtment Representative ia1;1;g-D-*--pe- --------- -------- page 3 Di:-�pai-t m�'- n t- �_-)f rimu n f f�� i-,-s 1-N S481 ENERGY EFFICIENCY 70DE FOR L'31JILILl T NG CONcTRUCTION (D M P_� !-I V1 t' C,V i;.-_ R m 0 0 R& 'ential , - � *L '.�_- 1,1 e t.'ho d r'l NO R TH moJECT NAME : rLl"',N � `]',JILDCP: f-E-HTE,,' 'HOMES AND ADDRESS : 152. 4 Lt KS 1 rt- �'Er, IM IT T1 t CLIMiME -AFFIC-L ZONE 1 2 : 3 T 10 t 0 j 1 1 1-R E r m jURr: I C -4 NO 2- CK New const_i-uctiDn Civ addlition I New Construction t-, _j or mult.jlft-�104j_ "; IS i ri,: 1 ,, I �A(j I t i fami ly--N�.-) of u n 3 . I lu 11 t i f am i I i t h i s a wD'i, t o n d i t o n ed f 1 o c)i- a r'_-�a szj f t S . 1:'4 .00 Pvedominant �?av,?. ov,?i-hang f t 1 .00 f"D'i-ch o v e r h a n,�i le n t 1-, f t . 0 .00 �n I ea -I'n f t G I a T 'J.n t . in n f t u I ri f t a 1", (D n g r a u P'i�I m e t E K t,& r 2 !Jo,:�d frame I i:_, 0 11 .i-'0 1 n T u 1 i I i r.�7 t-Y P e. -Ind I I at I On I T �7:.4 R=1,? fDO 4 4 .0 0 q f t ji i, � I - 1-11 ic�,ri P I- u!- I a . D,u C lr�s i J'I-- o n + L o c a t i -D 1.2-E" . P1 S'0 I-)ric C)nd _o o I i r, t M I Typ_� Central ri/'C SEER: 10 .00 14 . Typ,� Heat Puff,F_ -le a t i v! S'.' t HSPF ' 7 .45 15 . Type : Clecti- ic 1,10 t > S t rE F 0 9 21 I H 0 t W a'C'e H R-Hz-�a i-y H P-D'i�'d i C-3 t -i e'a t P U,n P t t 10 n p ra c t 1 , 2, o r :D 17 2 H V C C-,- t z f 1F C1�:.,1i !n,,-4 Fan , HF.-Whc)1 -_' hr�,us,�_ fan , i-adiant b i N M u I t i Z(D ne .-lik S L t- 19 . 9 7 .9 0 F P r,i I CA 2 6 0 6 .5 S T- t,�I Ca jpo'I n t s ------------------- 'H e i-e by t i f Y t t 1h e p I ;.i n a n�'f rv.:_�'view ,:)fz t1he plans --3ndl specific-ations P ;ifiC33tiOnS CC�',T-ed IDY this calc.;u- � ovare.d 1-y this calculati.---ri lation are in with th"i c_ompli6in;_3 with the Florida ;71C,rida Energy Code Cod& . c-lonstrurt ion is �:omipleted PREPARED SY : "o this buildin.g will be inspectad for �4 �_'- _ I in acco�-danc,�, witi-, C ` on DATE F .S . I hereby certify that this buildling is with the Florida Enarg in comPliance y Code OWNER/AGENT . BUILDING OFFICIA DATE DATE 971 . ` D�parr �� nL �� ummuniLv Aff�iro 5N : 548 FL0�ID� :R(3Y EFFE N C Y PE F0R 8UILDING CONU ST� CTION FORM UD�-�� R�old�ntial ComPonant° P. icLixNDRTH �PO �ECT NAM[ ' 37O3 PLAN | BUIL�[r � �[NTEY HOMES �ND AODR[S"__' : 7- w<S/ J ° L-RtlTTTIt IC | CLIMATE ' 0FF�CE � A4\ *°�r\� �� ONE ' l ' ��~ ��\ ' � ~ '� ' ' ' 3II�TI�N NO .��// o /� ~ CK 1 ' Nsw ounsiru�Lion or additi1 . New Cno' ru�t1an Z �l �gla famlly det�ched or Mu �tifamil� J � . � . If Multifamily-Noto Muif ltama il� , ia �hi� u�. �t 5 . Cundition. loor area ( sq . lJ47 �� 6 . inant aaua overhang ( f� . 7 . P�roh u:erhanith ( ft . ) 7 '&c' ar,a :�nd � T :nt , til.o L tylation 170 ft L0Ne� Waland insuLn . . Ext�ri�r � � � ��ud frame ( I /'.ou�aLi `�� C 'aLue / i�a-2 ' 1 '�ei� in� �vp� �/ea and inoula� ion � � . U1" nou0 ft____ di:1triLu�lu: �vaLems a . �ucts Incond T Central A/C 5EER� �4 .HtT1%�aL Paj HSPF .45 l3 .HoL w�Lar s` s��m � [lectrio EF : l6 .Hater [.'aJitaHR-Heat Aacovery , CH�-�adic"atmd Heat Pump ) l7 ' I�Iil�ret �ruotor l8 .1dwC -Coilin� Fan ` CV-C' o�� |-IF-WhDlhou-_e fan , adlant , ba� rl�/ MZ-Multi-ona ) ' , T 10 � . T _T2uilt poinL� b . Tota1 Cp0intS I9b . 266O6 . 5� ---------------- --- ------------- ---- - -- --------------------------- - -------- ____________________________________---___________________ __ ____ T Hereby certify that the plano and | Raviaw of the an-.1 ope�ificatiuna a�eoificatiuns ��v�red by thie `�� Lcu- | cuvered by thi� c�lou1aL ��n �ndica - ac 1ation are in m�1witcumplianc" wlLh tFlurida Ens/ �y Flnrid� Energy C�� ' | �ude . 8�Fora oons,trurt 'j.un io comple�ad | this buildino will ba inopect*d for �PEP� | con/p\ iance in acc�rdan�a w �th ��cti�n DATE � | 553 .9O8 F .S ' _ / / Z herebv c ify that this bull�in-:i io | in compliance with the Florida Enargy | Code . | OWNER | BUILDING OFFICIAL DATE4 c\ DATE � INFILTRATION REDUCTION PRACTICE COMPLIr"INCEE CHECKLIST 'OMPONENTS SECTION FREQUIREMENT5 FOR 'EACH PRACTICE CHECK' PRACTICE #1 606 . 1 COMPLY WITH ALL INFILTRATION PRESCRIPTIVES . -------------------------------------------------------- Wi n do w s 606 . 1 Maximum of 0 .314 CFM pai- linaa�- foot of opei-able sash crack ( includes sliding glass doors ) . --- ----------------------------------------- Exte'rior & iS 0(S . 1 Maximum of 0 .5 CFM par sq . ft . of door area : solid Adjacent Doors core , wood panel . insulat,�?J or -glass doors only . ----------------------------------------------------------------------- ----------- Exterior Joints "SO6 . 1 To be caulked , gasketed , weather-stripped or other- & Cracks wise sealed . ---------------------- PRACTICE #2 COMPLY WITH PPACTICE #1 THE FOLLCL�',',IG : i I t a i,- n !:)a�-'r ia r Top plate ipi,,��' i-at ions s_�a I e:, IT-if L i Lxt��-rior Walls .1 - k- _� -s ol plate 'f loc,r - eal ed . F lo o i installed . D joint CaUlkeCj Ci s- [7Xtprior Wall.� 0! Penetration-_7 , Jl_-Iints and On sealed or -Ias! Cailings d . DuctWor k 1 Ductwork in 1_iricc-T,di - icn1Ed space must be sealed . ------------ IF i rap la c as .6 O;�:. 1 Equipped with ol-.Atside cocribustion air , doors anJ f lue dampers . ----------------------------------------------------------------------------------------- Exhaust Fans 606 . 1 Equipped with dampers . Combustion devices see ------------- ---------------------I------------------------------------- Combustion ISO(I . 1 Be in unconditioned space ( except direct vent ') , draw Appliances air from unconditioned space , exhaust to outside . Cooking appliances shall be damperad and use intermittent ignition . ------------------------------------------------- T rt OTHER PRESCRIPT�VE MEASURES ( must be met or �xc,:�,aded by all residences . --------------- -------------- --------------------------------- Water Heaters 612 . 1 Comply with eff iciancy requirements in Table 61-12 . Switch or clearly marked, circuit breaker ( alectric ) or cutoff ( gas ) must 'be provided . External or built- in heat trap required . ------------------------------------------------------------------------------------- Swimming Pools (1 1'21 . 1 Spas and heated pools MUSt lhave covers ( except solar & Spas heated ) . Non-commercial pools must have a pump timer . Gas spa & pool h-eaters Must have a minimum thermal efficiency of 78 percent . ---------- ------- Shower [leads 612 . 1 Water flow must be restricted to no more than 3 gal - lons per minute at 80 PSIG . -------------------------------------------------------------- HVAC Duct 610 . 1 All J-L]CtS , fittings , mechanical equipment and plenum Construction chambers shall be mechanically attached , sealed , ins- Insulation & ulated and installed in accordance with the criteria Installation of Section 610 .1 .ABC .2 & 610 . 1 .ABC .3 . Duct in attics must be insulated to a minimum of R-6 . Air handlers shall riot be installed in attics unless in mechanical closet . -------------------------------------------------------------------------------- HVAC Controls 607 . 1 Separate r�adil�y accessible manual or automatic thermostat fq� each system- --------------- ------------------------------------- 7 - . . 4�4"J:****T�� SUMMER CALCULATIONS � 1�"'J:-tl�*3.�4" 1,* �A:* *J'A�-* *'***4. 3-�� === BASE === | === AS-BUILT === =============================================================================== �LA�S---------------- / ORI[N AREA x C'-IPM = POINTS | TYPE 5C ORIEN AREA x SPM x SOF = POINTS ----------------- -------------------- ------------------------------ ________________ N �q .00 6S '8 51g8 '2 | D8L CLR N 24 '0 38 .3 '92 842 .6 / .�4 143� .4 DBL CLR N 4O O 38 3 / ' ' | DBL [LR N 15 '0 38 '3 .92 525 .7 � 24 'O0 65 '8 1579 '2 ' DBL CLR S 24 .O 66 '2 ,89 1419 .-� W 21 '00 65 .8 1381 .8 / DBL C L R w 6 '0 79 .7 '87 417 .6 / DBL CLR y 15 8 'O 79 7 93 llO5 / ' . ' - ------------------------------------------------------------------------------ . 13 x COND . FLOOR / TOTAL i�DT . x GLDJ �L�� | GLASS AREA AREA FACTDR POINTS POTNTS | POINT'S - ----------------------------------------------------------------------- ------- l5 1 ,347 .00 124 .0O 1 .6Zq 8 , 159 .2O 1� ^2q4 .3q | 5 ,743 .48 =============================================================================== NON �LA�S------------ | AREA x BSPM = POINTS | TYPE R-VALUE AREA x SPM = POINTS _________________________________ �ALLS --------------- | �xt 1031 .O .9 927 '9 | Ext W��J Frame 11 '3 l93l '� 1 .7O 1752 .7 Adj 163 '0 '7 114 . 1 ' A�j Wood Frama 11 .0 163 '0 .70 114 . 1 / --OOrls---------------- | Ext 21 '0 6 . 1128 . 1 | Ext Woo� 21 .O 6 . lO 128 . 1 Ad�i 21 '0 2 '4 5O '4 / A Wood 21 .0 2 .40 50 ,4 CEILINGS------------- / UA 1344 .0 .6 8O6 . 4 | Under Attic 19 '0 1344 .0 1 ' 10 1478 .4 / / FLOORS---------------- I b --lb 170 '0 -37 'O -6290 .0 | Slab--on-Grade 'O 170 '0 -41 '20 -7004 '0 / INFILTRATION--------- ' 1347 '0 8 '0 10776 '0 / Practice #2 1347 '0 8 .00 10776 .0 =============================================================================== TOTAL SUMMER POINTS | 19 ,8O7 '7q | 13 ^039 . 18 . =============================================================================== TOTAL x SYSTEM = COOLING ' TOTAL x CAP x DUCT x SYSTEM x CREDIT = COOLING 5UM PTS MULT POINT5 / COMPON RATIO MULT MULT MULT POINTS / _________________ 19 807 7g 37 7 229 8B / 13 O3� 18 1 00 1 093 34� 1 000 4 ,844 .99 , . ' , . / , ' ' . . ' ` `- � WINTER CALCULAITION'S BASE AS--BUILT ORIEN AREA x BWPM POINTS TYPE SC ORIEN AREA x WPM x WOF POINTS -------------------------------------------------- N 79 .00 -10 .6 --837 .4 DOL CLR N 24 .0 7 .3 1 . 12 196 .4 DBL CLR N 40 .0 7 .3 1 . 10 DOL CLR N 15 .0 7 .3 1 s 12"4 .0 0 -10 .6 -254 .4 DBL CLR 24 .0 --28 .4 .95 -649 .3 w '>1 .00 -10 .6 -22-2-2 .6 DBL CLR W 6 .0 "5, -36 . 1 DSL CLR W 15 .0 19 .2 .73 -108 . 1 -------------------------------------------------- . 1"71 x COND . FLOOR TOTAL GLASS ADJ . GLASS ADJ GLASS G L A S3 AREA A rl E'A FACTIOR POINTS 0 1 N T S P0 I i'l TS ------------------------ 1 ,347 .00 1.24 .00 1 -1 ,314 .40 -2 ,14 1 .731 "ON G L A"S- AREA x BWPM POT NTS TYPE Y' L A'REA x WPM POINT-� -------------- --------- Ext 1031 .0 2 .2 2268 .2 EXt Wood Frame 11 .0 10'13,1 . 0 '33 .7 0 '3814 . 7 -36 .0 All-IIJ Wood Frame 11 .0 16'-"', .0 3 0 "i j 163 .0 -3 .6 DOORS---------------- I-xt 21 .0 12 .3 5 8 .3 Ext Wood 21 .0 12 .30 258 .3 21 .0 11 .5 241 .S Adj Wood 21 .0 11 .50 241 .5 CEILINGS------------- IJA 1344 .0 1 .2 1612 .8 Under Attic 19 .0 1344 .0 2 .00 2688 .0 f-LOORS--------------- 170 .0 8 .9 151'3 .0 Slab-on-Grade .0 170 .0 18 .80 3196 .0 INFILTRATION---------- 1347 .0 7 .4 99(57 .3 Practice #-,2 1347 .0 7 .40 9967 .8 TOTAL WINTER POIJINTS 14 .� 3-06 .67 --------------- TOTAL x SYSTEM HEATING TOTAL x CAP x DUCT x SYSTEM x CREDIT HEATING WIN PTS MULT POINTS COMPON RATIO MULT MULT MULT POINTS 14 �306 .67 .55 7 ,868 .67 20 ,598 .79 1 .00 1 .093 .457 1 .000 10 .287 .77 'f--v****T*-*T* TT 3., 3.1 1"3: J- WATER HE,�,,TING BASE AS--CUILT NUM OF x MULT TOTAL T,��iNK VOLUME EF TANK x MULT x CREDIT TOTAL B E DR M S RATIO MULT -- --------- - ---------------------------------------------- 3 3803 .0 11 .409 .00 so .92 1 .000 3638 .7 1 .00 10 ,916 -00 t*T i*IV SUMMARY BASE AS-BUILT -'OOLING H E,6,T It'4 G HOT W�JIER TOTAL "LING HEATING HOT WATER TOTA*L : �- 0 IIN T S + POINTS i- POINTS P 0 1 NIT'�--, POINTS F POINTc i- POINTS POINTS 7360 . 11409 .0 26 ,606 .5S 4845 .0 10287 .8 109, 16 0 2-6 ,048 .76 Erl 97 .90 i,T 4'';:*T t,vJ::t- ,,,T 71, ENERGY GUIDE Fop detailed information of the EPI rating number o; for any ITEM listed , ask your Builder for E P I= 9 7 DCA Form 60OA-93 or Form 6008-93 0 10 20 30 40 50 60 70 80 90 100 ------------------------------- --------X- : The maximum allowable EPI is 100 . The lower the EPI the more efficient the home RESIDENTIAL ENERGY PERFORMANCE RATING SHEET !TEM HOME VALUE Low Efficiency High Efficiency SINGL CLR DBL TINT jjNDowS . . . . . . . . . . . . . . . . . . . . .Double Ciao,- ------- 1NOULATION . . . . . . . . . . . . . . . . . . P-10 R-30 cAling P-Vaiuo . . . . . . . . . 19 .0 : ---------X----------- : R-0 R-7 Wall R-Value . . . . . . . . . 11 .0 ---- --- ------------- Floor R-Value . . . . . . . . . 0 .0 AIR CONDITIONER . . . . . . . . . . . . . 10 .0 SEER 17 .0 SEER/EER . . . . . . . . . . . . . . . . . . 10 .0 A-------------------- : 9 .7 E ER 16 .0 HEATING SYSTEM . . . . . . . . . . . . . . 6 .8 HSPF 12 .0 Electric COP/HSPF . . . . . . . . 7 .4 ! --X------------------ 0 .78 AFUE 0 .90 --------- ------------ Gas AFUE . . . . . . . . . . . . 0 .00 WATER HEATER . . . . . . . . . . . . . . . . 0 .88 0 .96 Electric EF . . . . . . . . . . . . . . 0 .92 : ----------y---------- : 0 .54 O .?c I --------------------- Gas EF . . . . . . . . . . . . . . 0 .00 1 0 .40 0 .30 SolarEF . . . . . . . . . . . . . . --------------------- CTHER FEATURES . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I certify that these energy saving features required for the Florida Energy Code have been installed in this house . Builder Address: Signature : Date . City/Zip F16rida Energy Code for Building Construction 1993 Florida Department of Community Affairs, FL-EPL CARD93 RIGHT-J LOAD AND. EQUIPMENT SUMMARY 4-27-93 For : CENTEX HOMES BY : Mandarin Heat & Air Inc . Job 3703 PLAN Wthr Jacksonville—AP FL Zone WINTER DESIGN CONDITIONS SUMMER DESIGN CONDITIONS Outside db : 32 Deg F outside db : 94 Deg F Inside db : 70 Dea F Inside db : 75 Deg F Design TD: 38 Deg F Design TD: 1.9 Deg F Daily Range M Rel . Hum . : so % Grains Water 49 gr HEATING SUMMARY SENSIBLE COOLING EQUIP LOAD SIZING Bldg . Heat Loss 26571 Btuh Structure 12173 Btuh Ventilation Air 0 CFM Ventilation 0 Btuh Vent Air Loss 0 Btuh Design Temp . Swing 3 .0 Deg F Design Heat Load 26571 Btuh Use Mfg . Data n Rate/Swing Mult . 1 .00 Total. Sens Equip Load 12173 Btuh INFILTRATION LATENT COOLING EQUIP LOAD SIZING Const Qual a # Fireplaces 1 Internal Gains 920 Btuh Ventilation 0 Btuh HEATING COOLING Infiltration 2991 Btuh Area ( sq .ft . ) 1344 1344 Tot Latent Equip Load 3911 Btuh Volume ( cu .ft . 10752 1.07S2 Air Changes/Hour 1 .2 0 .5 Total Equip Load 16084 Btuh Equivalent CFM 215 90 HEATING EQUIPMENT SUMMARY COOLING EQUIPMENT SUMMARY Make TRANE Make TRANE model Model Type Type Efficiency / HSPF 0 .0 COP/EER/SEER 0 .0 Heating Input 0 Btuh Sensible Cooling 0 Btuh VAeating Output 0 Stuh Latent Cooling 0 Btuh Heating Temp Rise 0 Deg F Total Cooling 0 Stuh Actual Heating Fan 527 CFM Actual Cooling Fan 527 CFM Htg Air Flow Factor 0 .020 CFM/Btuh C19 Air Flow Factor 0 .043 CFM/Btuh Space Thermostat Load Sens Heat Ratio 76 MANUAL J : 7th Ed . RIGHT-J: V1 .63 TR TRUSS SPECIFICATIONS FOR CENTEX 3703 B & Q 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 NtMBER DATE DRAWING NUMBER DATE 14378 1025 REV1 4-28-1993 14378 2025 REV1 4-28-1993 14378 3025 REVI 4-28-1993 OV F 0 14378 4of25 REV1 4-28-1993 WIC FVIVI APR 2 9 1993 14378 5025 REVI 4-28-1993 of NILN 14378 6025 REVI 4-28-1993 Buildirig and Zoning 14378 7025 REV1 4-28-1993 193 14378 8025 REVI 4-28-1993 14378 9025 REVI 4-28-1993 14378 10025 REVI 4-28-1993 14378 11025 REVI 4-28-1993 14378 12025 REV1 4-28-1993 14378 13025 REVI 4-28-1993 14378 14025 REV1 4-28-1993 14378 15025 REV1 4-28-1993 14378 16025 REVI 4-28-1993 14378 17025 REVI 4-28-1993 14378 18025 REV1 4-28-1993 14378 19025 REVI 4-28-1993 14378 20of25 REV1 4-28-1993 14378 21025 REV1 4-28-1993 OF :ujz 14378 22025 REVI 4-28-1993 OmM 14378 23025 REVI 4-28-1993 14373 24025 REV1 4-28-1993 14378 25025 REVI 4-?8-1993y 0 LUMBER SHAL L BE OF THE SPECIF?0D MINIMUM GRADES. 5) CONNECTOR PLATES SHALL BE INSTALLED SYMACTAICALLY ON 10� ALL TENSION CHORD MEMBERS ASSUMED TO BE CONT)WOUSLY 13) 3%P- INDICATES LATERAL BRACING MEMBER OX4 MIN.I SPECIES. A140 j9X MAXIMUM MOISTL04E CONTENT. OR SUCH THAT IKE JOINT BRACED BY EITHER 3/8- IMIN) PLYWOOD SHEATHING. 112- 14) INSTALLATION AND EAECYION OF THE IRUSS. PERMANENT. AND IS OF HIGHER ALLONAME STRESS VALUES. ALL VALUES USED 6) TOP CHORD SPLICES ARE NOT RECOMMENDED TO OCCUR IMIM) DRYWALL OR BRACING MEMBERS SPACED 30' o c (MAX). TEMPORARY BRACING SHOULD BE DONE IN ACCORDANCE WITH FOR DESIGN ARE BASED ON THE LATEST C017ION OF THE NA- OtRECTLY ABOVE A BOTTOM CHORD SPLICE. UNLESS NOTED OTHERWISE CURRENT TPI BRACING AND ERECTION PUBLICATIONS- T TONAL DESIGN STANDARDS PUBLISHED By THE NATIONAL 71 V-2000 APPROVAL NUMBERS: UBC 23A2. FHA TC8 2014. SOCC IS) ALL COMPRESSION CHORD HEM13EAS ASSUMED TO BE CGN71NUOUSkYJ5) THIS DESIGN CONFORMS TO CURRENT TPI DESIGN SPECIFICA- FOREST PRODUCTS ASSOCIATION 7251. BOCA FILE 06-125 BRACED BY EITHER 3/8" (MIN,) PLYWOOD SHEATHING� 112* TIONS FDA METAL PLATE CONNECTED WOOD TRUSSES A14D 2J THIS DESIGN IS BASED ON CLARY CONNECTOR PLATES ONLY. 01 THIS IAUSS HAS BEEN DESIGNED FOR THE LOADING SHOWN 041".) DRYWALL OR BRACING MEMBERS SPACED AT 16' 0,C. QUALITY STANDARDS FOR TPUSSES. 3) CONNECTOR PLATES SIZES APE BASED ON AXIAL FORCES ONLY. ON THIS DRAWING. INSTALLATION AMD USE SHALL CONFORM (MAXI. UNLESS NOTED OTHEAWM. Ifil NO MEMBER OF THE TRUSS WAY BE CUT OR MODIFIED IN ANY WAY. A) CONNECTOR PLATE SIZES ARE CALLED OUT WIDTH IACAOSS SLOTS) WITH THIS DESIGN 12) @ INDICATES BEARING LOCATION. 0) SPECIAL HANDLING CARE SHOULD BE TAKEN DURING SHIPPING AND BY LENGT" (ALONG SLOTS) AND THE ORIENTATION OF THE S) THIS DESIGN IS APPLICABLE TO SHORTER SPAN TRUSSES OF ERECTION OF TRUSSES SEE hIB-91 FOR RECOMMENDATIONS SIZE CALL OUT IS THE DIRECTION OF THE PLATE LEWTH. IDENIICAL LOAD114G AND CONFIGURATION -CN4_F1GURAT!_9J__Z_D LOADING SPECIFIED BY FABRICATOR -ADDITIONAL PLATING FOR HANDLING TRUSSES IS RESPONSIBILITY OF FABRICATOR. RUN 5-7-4 5-0-12 5-0-12 5-7-4 RUN 1-5-14 1-5-14 74 PLF Max Height 5-8-3 12 6 375# 12 3840 3840 197# 197# 710 137# 1370 71# 975# 975# [3.5138% 13.5138% .11 'C4 3X4 5xs 3x4 3X4 20 PLF F_ 7-5-9 6-5-0 7-5-8 1-4-0 1-4-0 F.Ice,(L-R) 21-4-0 BUILDING TYPE: Enc toed Residential CODE: Standard Buitding Code (SBCC1 1991) WIND SPEED: 110 mph MEAN ROOF HEIGHT: 134 TRUSS LOCATION: (Se) area UPLIFT CONNECTION REQUIRED: 639 if AT EACH SUPPORT. NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW SEE NOTES 10 AND 11 ABOVE FOR BRACING REQUIREMENTS. No trusses: 5 Maximum deflection occurred at bottom joint 02. Maximum Live Load Deflection of .071' (1/16). Index-.1. IL/3606) Maximum Total Load Deflection of .112" (2/16). Index-.105. (L/2286) IN REV. 4-28-93 (WIND),4,t CLARY DIVISION PLATE TYPE: D.C. SPACING LOADING I-PSF) TC LUMBER TRUSS: 21*4" COMMONS ALPINE ENGINEERED PRODUCTS Inc V 2X4 #2 N SP ENG. FOFL TRUE TRUSS INC 1801 S. GSW PKWY. 2000 2-0-0 LL Tc 30 BC LUMBER PROJECT: CENTEX 3703 B & 0 DATE: 1B Dec 1992 GRAND PRAIRIE. TX 75051 5.4 OL Tc 7 2X4 #2 N SP LAYOUT 10: ?OF?C? (214) 660-3940 PLATE APEX,-K--TNC-.--F�L LL SC 0 WEBS -__,/_'__ MEMBER TRUSS PLATE INSTITUTE 188 33.33 OL BC 10 2X4 03 SP ADDRESS: SCALE: TOTAL 47 EXCEPT AS MAY BE NOTED 3/16 1) LUM13EM SHALL BE OF THE SPECIFIED MINIMUM GRADES. 5) CONIIECTOP PLATES SHALL BE 114STALLEO SVMNEIPICALLf ON 101 ALL TENSION CHORD MEMBERS ASSUM0 TO BE CONTINUOUSLY 131 0' INDICATES LATERAL BRACING MEMBER IIXA MIN.) SPECIES. AND 19%MAXIMUM MOISTURE CONTENT. OR SUCH THAT THE JOINT BRACED BY EITHER 3/8" (MIN) PLYWOOD SHEATHING, I/a" 14) INSTALLATION AND ERECTION OF THE TRUSS, PERMANENT. AND IS OF HIGHER ALLOWABLE STRESS VALUES. ALL VALUES USED 5) TOP CHORD SK ICES APE NOT RECOMMENDED TO OCCUR (WIN) OP"ALL OR BRACING MEMBERS SPACED 10* a c (MAXI. TEMPORARY BRACING SHOULD BE OOfIE IN ACCORDANCE MIT" FOR DESIGN ARE BASED ON THE LATEST EDITION OF THE NA- DIRECTLY ABOVE A BOTTOM CHORD SPLICE. UNLESS NOTED OTHERWISE. CURRENT TPI BRACING AND ERECTION PUBLICATIONS. TIONAL DESIGN STANDARDS PUBLISHED BY THE NATIONAL 71 V-RGOG APPF40VAL NUMBERS: UBC 2342. FKA ICS 2014. SOCC 11) ALL COMPRESSION CHORD MEMBERS ASSUMED TO BE CONTINUDUSLVIN THIS DESIGN CONFORMS 70 CURRENT TPI DESIGN SPECIFICA- FOREST PRODUCTS ASSOCIATION 7251. BOCA FILE 06-125 BRACED BY EITHER 3/8" (MIN.) PLYWOOD SHEATHING 1/2' TIONS FOR METAL PLATE C0144ECTED 0000 TRUSSES AND 2) THIS DESIGN IS BASED ON CLARY CONNECTOR PLATES ONLY 0) THIS TRUSS HAS BEE"DESIGNED FOR THE LOADING SHOWN (MIN.) DRYWALL OR BRACING MEMBERS SPACED AT 16' O.C. OUALI7Y SIANDAADS FDA TAMSES� 3) CONNECTOR PLATES SIZES ARE BASED ON AXIAL FORCES ONLY. ON THIS DRAWING. INSTALLATION AND USE SHALL CONFORM 04AX). UNLESS NOTED OTHERWISE, ifil NO MEMBER OF THE TRUSS WAY BE CUT OR MODIFIED IN ANY WAY. 41 CONNECTOR PLATE SIZES ARE CALLED OUT WIDTH IACROSS SLOTS) WITH THIS DESIGN 12) Be INDICATES BEARING LOCATION. 0) SPECIAL HANDLING CARE SHOULD BE TAKEN DURING SHIPPING AND BY LENGTH (ALONG SLOTS) AND THE ORIENTATION OF THE 9) THIS DESIGN IS APPLICABLE 10 SHORTER SPAN TRUSSES OF ERECTION OF TRUSSES SEE HIS-91 FOR RECOMMENDATIONS _._TM. . IDENTICAL LOADING AND CDNF I -CONFIGURATION AND LOADING SPECIFIED BY FABRICATOR -ADDITIONAL PLATING FOR HANDLING TRUSSES IS RESPONSIBILITY OF FABRICATOR. -TH15 TRUSS IS DESIGNED ONLY FOR THE LOADS SHOWN. PROVISION FOR THE PREVENTION OF PONDING MUST BE MADE AND IS NOT THE RESPONSIBILITY OF THE TRUSS FABRICATOR OR CLARY. 4-7-6 4-4-8 3-4-0 4-4-8 4-7-e RUN 1-5-14 1-5-14 74 PLF Max Height 4-10-3 12 Ei 285# 285f 12 322# 3221 6 3<221 >3 2 2:11 ,.0 160# 600 6b# 122# 122# 660 t t 9750 975# fn (3,5138% [3,5138% 3x4 5X6 3x8 3x4 20 PLF 9-0-0 3-4-0 9-0-0 1-4-0 21-4-0 1-4-0 Furcesk-R) BUILDING TYPE: Enclosed Resfdentiat CODE: standard Building Code (sBccl 1991) WIND SPEED: 110 q* MEAN ROOF HEIGHT: 13, TRUSS LOCATION: (Se) area UPLIFT CONNECTION REQUIRED: AT EACH SUPPORT. NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW SEE NOTES 10 AND 11 ABOVE FOR BRACING REQUIREMENTS. No trusses: I Maximum deflection occurred at bottom joint #2. Maximum Live Load Deflection of .071* (1/16). Index-.1. (L/3606) Maximum Total Load Deflection of .112' (2/16), Index-.105. (L/2286) �> REV. 4-28-93 (WIND),d,,' CLARY DIVISION PLATE TYPE: D.C. SPACING LOADING (PSF) TC LUM13ER TRUSS: 2T74�H-4 ALP114E ENGINEERED PRODUCTS Inc V 2-0-0 LL Tc 30 2X4 #2 N SP ENS. FOR: TRUE TRUSS INC - L) 1801 S. SSW PKWY, 2000 71V 6.4 BC LUMBER PROJECT: CENTEX 3703 B & D DATE: IS Dec 1992 GRAND PRAIRIE. TX 75051 OIL Tc 7 2X4 #2 N SP LAYOUT IT), F (2t4) rso-9940 -ATE_AAEk-___ t INC, FOA-q% IL EIC 0 244 OL Bc 10 WEBS 2X4 03 SP ADDRESS: Z' MEMBER TRUSS PLATE INSTITUTE 33.33 SCALE: TOTAL 47 EXCEPT AS MAY BE NOTED 3/16 0 LUMBER SMALL SE OF THE SPECIFIED MINIMUM GRADES. 51 CONNECTOR PLATES SMALL BE INSTALLED SfMNETRICALLY ON 10) ALL TENSION CHORD MEMBERS ASSUMED TO Of CONTINUOUSLI fal OF- INDICATES LATERAL BRACING MEMBER (iXA MR4,) SPECIES� AND 69Z WAXIMM OAGISrtM CONTENT. OR SUCH THAT THE JOINT BRACED By EITHER 3/6- IMINI PLVWOOD SHEATHING. 112' 141 INSTALLATIG14 AND ERECTION OF THE TRUSS. PERmAuEMT, AND IS OF HIGHER ALLOWABLE STRESS VALUES. ALL VALUES USED 51 TOP CnOPO SPLICES ARE MOT RECOMMENDED TO OCCUR (MIN) DRYWALL OR BRACING MEMBERS SPACED 30' a C INA4. TEMPCAARV BRACING Sr"A.D BE DONE IN ACCOPDXNCE WITH FOR DESIGN AWE BASED ON THE LATEST EDITION OF THE NA- DIRECTLI ABOVE A BOITOM CHORD SPLICE, UNLESS NOTED OTHERWISE CURRENT TPI BRACING AM ERECTION PUBLICAIIONS. 710KAL DESIGN STANDARDS PUDLISHED SY THE KATIO94AL 71 V-2000 APPROVAL NUMBERS: UBC 2342. FHA TOO 2014. SBCC 11) ALL COMPRESSION CHORD MEMBERS ASSUMED TO Of CONTINUOUSLYIN THIS DESIGN CUNfuiRMS 70 CURRENT tPI DESIGN SPECIFICA- FOREST PPADUCTS ASSOCIATION. 7251. BOCA FILE 86-125 GRACED BY EITHER 3/0' (MIN.) PLYWOOD SHEATHING. 3/2' TIONS FOR METAL PLATE CONNECTED WOOD TRUSSES AND 21 THIS DESIGN IS BASED ON CLARY CONNECTOR PLATES(*&Y. 61 THIS TRUSS HAS BEEN DESIGNED FOR THE LOADING SHOWN (MIN.) DRYWALL OR BRACING 14EMBEAS SPACED AT 16' 0 C. QUALITY STANDARDS FOR TRUSSES. 3) CONNECTOR PLATES SIZES ARE GAINED ON AXIAL FORCES ONLY. ON THIS DRAWING. INSTALLATION AND USE SHALL C()NFORW (MAX). UNLESS NOTED OTHERWISE. 151 NO MEMBER OF THE TRUSS WAY BE CUT OR MODIFIED IN ANY WAY- 4) CONNECT OR PLATE SIZES ARE CALLED OUT WIDTH (ACROSS SLOTS) WITH THIS DESIGN 12) 8B INDICATES SEARING LOCATION 171 SPECIAL HANDLING CARE SHOULD BE TAKEN DURING SHIPPING AND By LENGTH (ALONG SLOTS) AM THE ORIENTATION OF THE 91 THIS DESIGN 15 APPLICABLE To SNORTER SPAN TRUSSES OF ERECTION OF TP46SES SEE HIS-91 FOR RECOMMENDATIONS SIZE cm L OUT T PLATE LFNGTh_ IPENTICAL LOADING AND CDt#IGUPATION. -CONFIGURATION AND LOADING SPECIFIED BY FABRICATOR -REPETITIVE MEMBER STRESSES NOT USED. -ADDITIONAL PLATING FOR HANDLING TRUSSES 15 RESPONSIBILITY OF FABRICATOR. -THIS TRUSS IS DESIGNED ONLY FOR THE LOADS SHOWN. PROVISION FOR THE PREVENTION OF PONDING MUST BE MADE AND 15 NOT THE RESPONSIBILITY OF THE TRUSS FABRICATOR OR CLARY. 3-8-0 3-8-0 3-2-8 3-9-8 RUN 74 PLF Max Haight 3-10-3 6 254f 271# 254# 4. 12 3x4 24811 248# F7, 24811 130# 130# C, 1 4500 14640 1464# 450# on 26010 26810 13.5)38% 13.513a% OX6 4XIS 3X5 20 PLF 7-0-0 7-4-0 7-0-0 GIU40 101 1-4-0 1-4-0 21-4-0 F (L-11) BUILDING TYPE: Enct o8ed Residentlat CODE: Standard Bultdfnq code (SSCCI 1991) WIND SPEED: 110 no MEAN ROOF HEIGHT: 131 TRUSS LOCATION: (Se) area UPLIFT CONNECTION REQUIRED: AT EACH SUPPORT. NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW SEE NOTES 10 AND 11 ABOVE FOR BRACING REQUIREMENTS. No trusses: I Special Loading; Refer to Loading Diagram Maximum deflection occurred at bottom joint #3. FASTEN TOGETHER W17K 2 Members Required Maximum Live Load Deflection of .083' (1/16), index-.tt6. (L/3084) TOP 10d NAILS 12*0.C. Maximum Total Load Deflection of .129* (2/16). Index-.i2l. (L/i984) SOT 10d NAILS lt'O.C. INEB 10d NAILS 12*0.C. FASTEN AT OR NEAR ALL PANEL POINTS. REV. 4-28-93 (WIND)Ap DO NOT NAIL OR SOLT TFPOUGH TRUSS PLATES. CLARY DIVISION PLATE TYPE: D.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 21'4' H-7 ALPINE ENSINEEAED PRODUCTS Inc V2000 2-0-0 LL TC 30 2X4 #2 N SP ENG. FOFt TRUE TRUSS INC - loot S. GSW PKWY. SC LUMBER PROJECT: CENTEX 3703 8 & 0 DATE: IS Dec 1992 GRAND PRAIRIE. TX 75051 6.4 __9TC_ DL TC 7 2XG #1 CIS SP OFF 1214) 650-3940 -VCATUWWK---V_TNC____r0A LL SC 0 WEBS LAYOUT 10: 332 33.33 CIL HC 10 2X4 03 SP AODAESS: SCALE: MEMBER TALMS PLATE INSTITUTE IDTAL 47 EXCEPT AS MAY BF NOTED 3/16 11 LUMBER SMALL K OF THE SPECIFIED MINIMUM GRADES. 5) CONNECTOR KATES SHALL 13E INSIALLED SYMMETRICALLY DN 10) ALL TENSION CHORD MEMBERS ASSUMED TO BE CONTINUUUSL� 131 5:0" INDICATES LATERAL SPACING MEMBER III-MIN I SPECIES AND j9X MAxIMUM MOISTURE CONTENT. CA SUCH THAT THE JOINT SPACED By EITHER 3/8' IMIN) PLiWOOD SHEATH114. t12' tAl INSTALLATION AND ERECTION OF THE TRUSS, PEAMM*MT. AND 1 5 OF hiSHER ALLOWABLE STRESS VALUES, ALL VALUES USED 5) TOP CHORD SPLICES ARE NOT RECOMMENDED TO OCCUR (MIN) DRYWALL. OR SPACING MEMBERS SPACED 10' 0 c (MAXI, TEMPOPARV SPACING SHOULD BE DOME 114 ACCORDANCE WITh FOR DESIGN AFtE BASED ON ThE LATEST EDITION OF THE NA- OIPECTL�ABOVE A BOTTOM CHOP43 SPLICE, UNLESS NOTED OTHERWISE, CURRENT TPI BAACINGS AND ERECTION PUBLICATIONS, TIoNAL DESIGN STANDARDS PUBLISHED BY THE NATIONAL 7) V-20IDD APPROVAL MIAWAS: UBC 2342. FHA ICS 2014. S6CC 11) ALL COMPRESSION CHORD MEMBERS ASSUMED TO BE CONTINLCUSLV15) THIS DESIGN CONFORMS TO CURRENT TPI DESIGN SPECIFICA- FOREST PPMUCTS ASSOCIATION 7251, BOCA FILE 06-125 SPACED By EITHER 3/8" (MIN I PL)rWOOO SHEATHING. 112' TIONS FDA METAL PLATE CONNECTED wOOD TRUSSES AND el THIS DESIGN 15 BASED ON CLARY CONNECTOR PLATES ONLY. 01 THIS TRUSS HAS BEEN DESIGNED FOR THE LOADING SHOWN (MIN.) DRYWALL OR BRACING MEMBERS SPACED AT 16' a DUALJT�STANDARDS FOR TRUSSES. 31 CONNECTOR PLATES SIZES 04 BASED 04 AXM FORCES(PLY. ON THIS DRAWING. INSTALLATION AND USE SHALL CONFORM (MAX). UNLESS NOTED OTHERWISE. 16) NO MEMBER OF THE TRUSS MAY BE CUT OR MODIFIED IN ANY HAV 4) CONNECTOR PLATE SIZES ARE CALLED OUT WIDTH IACROSS SLOTS) WITH THIS DESIGN 12) INDICATES BEARING LOCATION 01 SPECIAL HANDLING CAPE SHOULD BE TAKEI4 DURING SHIPPINO, AND BY LEHQT" IALOMIG SLOTS) AND THE ORIENTATION OF THE 9) THIS DESIGN IS APPLICABLE TO SHORTER SPAN TRUSSES OF ERECTION OF TRUSSES SEE HIS-91 FOR RECOMMENDATIONS SIZE cAi L OUT Y§THE DL=TION OF THE PLATE I ENGTM, IDENTICAL-126pItiG GUR I _�t(JKIGUAATION AND LOADING SPECIFIED BY FABRICATOR -REPETITIVE MEMBER STRESSES NOT USED -AbUltIL)NAL PLATING FOR HAN[X.ING TRUSSES 15 RESPONSIBIL11V OF fAW41CATIAH 5-0-0 Max Height 3-10-3 74 PLF 12 12 348# 6 174# 174 t 47# 940 47# IT, 443f A43# (3.5)0% 13 51J7% 20 PLF U L__j I_>Q 5xB in X FOrceS(L-P) A BUILDING TYPE: Enclosed Residential 5-0-0 5 7�-_O_ CODE: Standard Building code mcci iggi) WIND SPEED: 110 no 10-0-0 14EAN ROOF HEIGHT: 131 TRUSS LOCATION: (Se) area UPLIFT CONNECTION REQUIRED: AT EACH SUPPORT. NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW SEE NOTES 10 AND 11 ABOVE FOR BRACING REOUIRENENTS. No trusses: I Maximum deflection occurred at bottom pint 02. Maximum Live Load Deflection of .006" 10/16), Index-.017. (L/20000) Maximum Total Load Deflection of .009' (0/16), Index-.018, (L/13333) FF REV. 4-28-93 NIND)kr- CLARY DIVISION PLATE TYPE: D.C. SPACING LOADING JPSF) TC LUMBER TRU55: 10'0" STUB COMMON 'U ALPINE ENGINEERED PRODUCTS Inc V2000 2-0-0 LL TC 30 2X4 #2 N SP ENS. FOP: TRUE TRUSS INC - �11G toot S. GSw PKWY. BC LUMBER PROJECT: CENTEX 3703 8 & 0 DATE: 18 Dec 1992 GRAND PRAIRIE. TX 75051 6.4 DL TC 7 2X4 #2 N SP F (214) 660-3940 -PLATE--AAE`A- INC�- PoA-9rL:-- LL EC: o WEBS LAYOUT 10: 50 184 33.33 DL BC 10 2X4 #3 SP ADDRESS: SCALE: MEMBER TRUSS PLATE INSTITUTE TOTAt 47 FXCEPT AS MAY BE NOTED 112 I) LUMBER 94ALL BE OF T14E SPECIFIED MINIMUM GRADES. 5) CONNECTOR PLATES SMALL BE INSTALLED SYMMETRICALLY ON tOj ALL TENSION CHUM MEMBERS ASSUMED TO HE CONTIM)OUSLI 13) 0 11401CATES LATERAL BRACING MEMBER (tX4 KIM.) SPEC IES. AND j9Z 04AXIMLIM MOISTURE CONTENT. OR SUCH THAT THE JOINT BRACED By EITHER 3/0- 4MI141 PLINOOO SHEATHING. 1/2' 14) INSTALLATION AMD ERECIIDN OF THE TAUSS_ PERMANENT, AND Is OF hISMEP ALLOWABLE STRESS VALUES. ALL VALUES USED 6) 1 GP C�GPO SPLICES ARE NOT RECOMMENDED 10 OCCUR (MIN) DRYWALL OR SPACING MEMBERS SPACED 10' 0 c INAX) TEMPORARY BRACING SHOULD BE DOME IN ACCORDANCE WIT. FOR DESIGN ARE BASED ON THE LATEST EDITION OF THE MA- DIRECTLY ABOVE A BOTTOM CHORD SPLICE. UNLESS NOTED OTHERWISE CURRENT TPI BRACING AND ERECTION PUBLICATIONS. TIONAL DESIGN STANDARDS PUBLISHM BY THE MATIDNAL 7) V-2000 APPROVAL NUMBERS, UOC 2342. fHA TCB 2014. SOCC 11) ALL COMPRESSION CHORD MEMBERS ASSUMED TO BE CONTINUOUSLY15) I.IS DESIGN CONFORMS TO CURRENT TPI BEST.SPECIFICA- FOREST PRODUCTS ASSOCIATION. 725t. BOCA FILE 66-IM BRACED BY EITHER 3/0- WIN.) PLYWOOD SHEATHING. 1/2' TIOOS FOR METAL PLATE CONNECTED WOOD TRUSSES AND 2) THIS DESIGN IS BASEV ON CLARY CONNECTOR PLATES ONLY. 01 THIS TRUSS HAS BEEN DESIGNED FOR THE LOADING SHOWN IMINA DRYWALL OR BRACING MEMBERS SPACED AT IS' o.c. DUALITY STANDARDS FOR TRUSSES. 31 CONNECTOR PLATES SIZES ARE BASED ON AXIAL FORMS ONLY. ON THIS OPAWrNG. INSTALLATIOM AND USE SHALL CONFORM (MAX). UNLESS NOTED OTHERWISE. III) NO MEMBER OF THE TRUSS MAY BE CUT OR MODIFIED 114 ANY WAY, 41 CONNECTOR PLATE SIZES ARE CALLED OUT WIDTH 4ACROSS SLOTS) WITH THIS DESIGN 121 OB INDICATES BEARING LOCATION 0) SPECIAL HANDLING CARE SHOULD BE TAKEN DURING SHIPPING AHO By LENGTH (ALONG SLOTS) AND THE ORIENTATION Of THE 91 TMIS DESIGN IS APPLICABLE TO S11OPTEP SPAN TRUSSES OF ERECTION OF TRUSSES SEE MID-St FOR RECOMMENDATIONS IFIECTION OF THE PLATE INFIGURATION, -CONFIGURATION AND LOADING SPECIFIED BY FABRICATOR -REPETITIVE MEMBER STRESSES 140T USED. -ADO1110NAL PLATING FOR HANOLING TRUSSFS 15 RESPONS1611,ITY OF FABRICATOR -JACKS AW TO K 2�4 TUP. 2,4 (TOY JACKS WITH SPANS GREATER THAN 7-8-tA MUST BE SPECIALLY DESIGNED. 5-0-0 5-0-0 Max Height 3-10-3 74 PLF 5J-0 12 t84# 5330 41 1 7�0 174# 0 A 41# 5340 41# 755# 755# (3.51292 13.5129% 20 PLF L_j L_j 5-A-0 19d4400 5xe BUILDING TYPE: Enctosed Residentfat CU CODE: Stan&rd Buftding Code (SOCCI 1991) 5-0-0 5_0_0 WIND SPEED: 110 mph HEAR ROOF HEIGHT: 136 TRUSS LOCATION: (Se) area 10-0-0 UPLIFT CONNECTION REQUIRED: 255 0 AT EACH SUPPORT. NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW SEE NOTES 10 AND 11 ABOVE FOR BRACING REQUIRENENTS. No trusses: I Truss designed to support 5-0-0 Jack System With Outrigger Maximum deflection occurred at bottom joint #2. maximum Live Load Deflection of .014* (0/16), Index-.043, (L/8571) maximum Total Load Deflection of .022* (0/16). Index-.044, (L/5455) REV. 4-28-93 (WIND)Af CLARY DIVISION PLATE TYPE: D.C. SPACING LOADING JPSF) TC LUMBER TRUSS: 10*0" STUB TERM. H-5 ALPINE ENGINEERED PP40UCTS Inc V 2X4 #2 N SP ENG. FOFt TRUE TRUSS INC 1801 S. GSW PKWY. 2000 2-0-0 ILL TIC 30 GRAND PRAIRIE. TX 75051 6.4 CIL Tc 7 BC LUMBER 2X4 #2 N Sp PROJECT: CENTEX 3703 8 & 0 DATE: 18 Dec 1992 — — _rNr__Fffa_STL LL BC 0 LAYOUT 10: 1214) 660-3940 -PCXTE APEX.' 9 WEBS MEMBER TRUSS PLATE iNsTrTUTE 184 33.33 OL BC 10 2X4 #3 SP ADDRESS: PSCALE: I TOTAL 47 EXCEPT AS MAY BE NOTED 112 IT LUMBER SHALL ME OF THE SPECIFIED MINIMUM GRADES. 51 CONNECTOR PLATES SHALL BE INSTALLED SYMNETRICALLY ON tO) ALL TENSION CHORD MEMBERS ASSUMED 10 BE CONTINLOUSLY 131 05" INDICATES LATERAL BRACING MEMBER (IX4 MIN SPECIES. AND 192%AxIWUM MOISTURE CONTENT. OR SUCH THAT THE JOINT SPACED BY EITHER 3/6- (HIM) PLYWOOD SHEATHING. 1/2' 141 INSTALLATION AND ERECTION OF THE IAUSS. PERMANENT. MAD IS OF hIGHEA ALLOwAW1 STRESS VALUES. ALL VALUES USED 61 TOP CHORD SPLICES ARE HOT RECOMMENDED TO OCCUR IMIN) DRYWALL OR BRACING MEMBERS SPACED SO- 0 C (MAX), TEMPORARY SPACING SHOULD BE DOME IN ACCORDANCE WITH FDA DESIGN ARE BASED ON THE LATEST EDITION OF THE NA- DIRECTLY ABOVE A BOTTOM CHORD SPLICE. UNLESS NOTED OTHERWISE. CL04RENT TPI BRACING AND ERECTION PUBLICATIONS. TIONAL DESIGN STANDAPOS PUPLISNED By IMF NATIONAL 7) V-2000 APPROVAL NUMBERS: USC 2342. FHA TCB 2014. SBCC III ALL COMPRESSION CHORD 64EMBERS ASSUMED TO BE CONTI"UDUSLY15) THIS DESIGN CDNFOP44S 70 CUPftNT 7PI DESIGN SPECIFICA- FOREST ppDWcTS ASWIATION. 7251. BOCA FILE 06-125 GRACED BY EITHER 3/6- (MIN.) PLYWOOD SHEATHING. 1/2- TIONS FOR METAL PLATE CONNECIED NOW TRUSSES AND Z) THIS DESIGN IS BASED ON CLARY CONNECTOR PLATES ONLY. 01 THIS TRUSS HAS BEEN DESIGNED FOR THE LOADING SHOWN MIN.) DRYNAL) OR BRACING MEMBERS SPACED AT 16' Q,C. OUALITY STANDARDS FDA TRUSSES. al CONNECTOR PLATES SIZES ARE eASEO ON AXIAL FORCES ONLY. ON THIS DRAWING. INSTALLATIO14 AND USE SHALL CONFORM (MAY). UNLESS NOTED OTHERWISE. 16) NO MEMBER OF THE TRUSS WAY BE CUT OR MODIFIED IN ANY WAY 41 CONNECTOR PLATE SIZES ARE CALLED OUT WIDTH (ACROSS SLOTS) WITH THIS DESIGN 121 gB INDICATES BEARING LOCATION 0) SPECIAL HANDLING CARE SHOULD BE TAKEN OUPIN*SHIPPING AND BL,LENGT" (ALONG SLOTS) AND THE ORIENTATION OF THE 9) THIS DESIGN IS APPLICABLE 10 SHORTER SPAN TRUSSES Of ERECTION OF TRUSSES SEE MID-91 FOR RECOMMENDATIONS 5 C ION QE THE PLATE LENGTH. 100TICAL LOADING AND CONFIGURATION. -CONFIGURATION AND LOADING SPECIFIED BY FABRICATOR -REPETITIVE 14EMBER STRESSES NOT USED. -ADDITIONAL PLATING FOR HANDLING TRUSSES 15 RESPONSIBILITY OF FABRICATOR. -JACKS APE TO BE 2A4 TOP. 2A4 BOT. JACKS WITH SPANS GREATER THAN 7-8-t4 MUST BE SPECIALLY DESIGNED. RUN 5-0-0 2-0-0 1-5-14 Max Height 2-10-3 129.5 PLF 74 5A-O 12 377# 111# 4- Li t740 470 2970 300 11 1- 4140 6220 1.3.5)16% f3 512AX 20 35 PLF 3X4 3x4 5A-O 2200 5-0-0 2-0-0 Forces(L-R) 7-0-0 BUILDING TYPE: Enclosed Residential CODE: Standard Building Code (SBCCI 1991) WIND SPEED: 110 mph MEAN ROOF HEIGHT: 131 TRUSS LOCATION: (Se) area UPLIFT CONNECTION REQUIRED: 3RO it AT EACH SUPPORT. NET MIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW SEE NOTES 10 AND 11 ABOVE FOR BRACING REQUIREMENTS. No trusses: 2 Truss designed to support 5-0-0 jack system with Outrigger Maximum deflection occurred at bottom joint 02. Maximum Live Load Deflection of .005* (0/16), Index-.024, (L/16800) Maximum Total Load Deflection of .009' (0/16). Index-.026, (L/9333) _A�_> fl EV. 4-28-93 NIND)Az-F CLARY DIVISION PLATE TYPE: D.C. SPACING LOADING JPSF) TC LUMBER TRUSS: 7'0" MH-5 I ALPINE ENGINEERED PRODUCTS Inc V2000 2-0-0 LL TC 30 2X4 02 N SP ENG. FOP. TRUE TRUSS INC fact S, GSW PKWY. BC LUMBER PROJECT: CENTEX 3703 B 0 DATE: 18 Dec 1992 o GRAND PRAIRIE. TX 75051 6.4 DL Tc 7 2X4 #2 N SP L AY -POR _STL LL BC 0 WEBS (2141 660-3940 _PLAT9_-AAE'K. X INC. LAYOUT TO: 1 71z 104 33.33 DL BC 10 2X4 03 SP DDRESS: SCALE: MEMBER TRUSS PLATE INSTITUTE TOTAL 47 EXCEPT AS MAY BE NOTED 112 0 LUMBER SHALL BE OF THE SPECIFIED MINIMUM GRADES- 5) CONNECTOP PLATES SMALL BE INSTALLED SIMMETRICALL'ON 10) ALL TENSION CHORD MEMBERS ASSUMED TO BE CONTPAXIUSLY 13) 0- INDICATES LATERAL BRACING MEWISEA 11XA MINA SPECIES. AND 19%MAXIMUIM MOISTURE CONTENT. OR SUCH THAT THE JOINT SPACED BY EITHER 3/8' IM1141 PLYWOOD SHEA7"1146. t/2' 14) INSTALLATION AND ERECTION OF THE TRUSS. PERMANENT. AND IS Of HIGHER LLOwAKE STRESS VALUES. ALL VALUES USED 5) TOP CHORD SPLICES ARE NOT PECOW4ENMO TO OCCUR (MINI DRYWALL OR SPACING MEMBERS SPACED 20' 0 C (MAX). TEMPORARY BRACING SHOULD BE GONE IN ACCORCAOCE WITH FOR DESIGN ARE BASED ON THE LATEST EDITION OF THE NA- DIRECTLY ABOVE A BOTTOM CHORD SPLICE. L*&ESS NOTED OTHERWISE. CURAENT TPI BRACING AND ERECTION PUBLICATIONS. TIONAL DESIGN STANDARDS PUBLISHED BY THE NATIONAL 71 V-2000 APPROVAL NUMBERS; VBC 2342. FMA TCB 2014, SOCC I0 ALL COMPRESSION CHORD MEMBERS ASSUMED TO BE CDNTINUDUSLY151 THIS DESIGN CONFORMS TO CURRENT YPI DESIGN SPECIFICA- FOREST PRODUCTS ASWIATION. 725t. BOCA FILE 06-125 SPACED By EITHER 3/0" (MIN.) PLYWOOD SHEATHING. 1/2' TIONS FOR METAL PLATE CONNECTED WOOD TRUSSES AND a) THIS DESIGN IS gASED ON CLARY C1*4MECTOR PLATES ONLY. 8) THIS TRUSS HAS BEEN DESIGNED FOR THE LOADING SHOWN (MIN.) DRYWALL OR BRACING MEMBERS SPACED AT 16' O�C� QUALITY STANDARDS FOR TRUSSES. 31 CONNECTOR PLATES SIZES ARE BASED ON AXIAL FORCES ONLY. ON THIS DRAWING. INSTALLATION AND USE SHALL CONFORM (MAX). UNLESS N07ED OTHERWISE. 16) NO MEMBER OF THE TRUSS WAY BE CUT OR MODIFIED IN ANY MAY. 41 CONNECTOR PLATE SIZES ARE CALLED OUT WIDTH (ACROSS SLOTS) WITH THIS DESIGN 121 @B INDICATES BEARING LOCATION 171 SPECIAL HA14DLING CAPE SHOULD BE TAKEN DURING SHIPPING AMC By LENGTH JALoNr SL.OTS) AND THE ORIENTATION OF THE 91 THIS DESIGN IS APPLICABLE TO SMDPIFP SPAN TRUSSES OF ERECTION OF TRUSSES SEE mID-St FOR RECOMMENDATIONS SIZE CALL OUT IS THE DIRECTION Of THE PLATE LENGTH. IDENTICAL LOADING AND COW IGURATION -CONFIGURATION AND LOADING SPECIFIED BY FABRICATOR -REPETITIVE 14EMBER STRESSES NOT USED. -ADDITIONAL PLATING FOR HANDLING TRUSSES IS RESPONSIBILITY OF FABRICATOR. -THIS TRUSS IS DESIGNED ONLY FOR THE LOADS SHOWN. PROVISION FOR THE PREVENTIOU OF PONDING MOST BE MADE AND IS NOT THE RESPONSIBILITY i Of THE TRUSS FABRICATOR OR CLARY. Max Height 3-1-7 74 PLF CU 12 237# 43# ILI 14� t94# 2630 9130 1510 A, IT, 696# tIO50 13 5131% F--1 20 PLF 4-4-0 BA-0 JI 755# 4430 3x4 A, 4x4 BUILDING TYPE: Enclosed Residential CODE: Standard Building Code (SBCC1 1991) WIND SPEED: 110 q* MEAN ROOF HEIGHT: 13, TRUSS LOCATION: (Se) area 7-0-0 UPLIFT CONNECTION REQUIRED: 200 # AT EACH SUPPORT. MET WIND PRESSURE BASED ON DEAD LOADS SHOW BELOW SEE NOTES 10 AND 11 ABOVE FOR BRACING REQUIREMENTS. No trusses: 2 Special Loading; Refer to Loading Diagram Maximum deflection occurred at bottom joint #2. maximum Live Load Deflection of .007* (0/16). Index-.03, (L/12000) Maximum Total Load Deflection of .011' (0/16). Index-.031, (L/7636) D> REV. 4-28-93 (WIND)&r CLARY DIVISION PLATE TYPE: D.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 7*0* MHG ALPINE ENGINEERED PRODUCTS Inc V-2000 2-0-0 LL Tc 30 2X4 #2 N SP ENG. FOR: TRUE TRUSS INC 1001 S. GSW PKwY. 6.4 SC LUMBER PROJECT: CENTEX 3703 B & D DATE: 18 Dec 1992 GRANO PRAIRIE. TX 75051 DL TC 7 2X6 #I Ds SP LAYOUT 10: F (214) 560-3940 FOR-STU LL BC 0 WEBS Pi 0� MEMBER TRUSS PLATE INSTITUTE 128 33.33 OL BC 10 2X4 03 SP ADDRESS: SCALE: TOTAL 47 EXCEPT AS MAY BE NOTED 3/4 ti LUMBER SMALL BE OF THE SPECIFIED MINIMUM GRADES. 5) CONNECTOR PLATES SHALL BE 114STALLED SYMMETRICALLY D14 10) ALL TENSION CHORD MEMBERS ASSUMED TO BE COUTINLIOUSLY 131 0� INDICATES LATERAL BRACING MEMBER (IXA Mitt SPECIES* AND 192 MAXIMUM MOISTURE CONTENT. OR SUCH THAT THE JOINT, BRACED BY EITHER 3/8- (Hit)) PLYWOOD SHFATHIIIG. 112- 14) INSTALLATION AIX)ERECTION OF THE TRUSS. PERMANEtil. AND ils OF hIGnEFI ALLOWABLE STRESS VALUES. ALL VALUES USED 6) TOP CHORD SPLICES ARE NOT RECOMMENDED 70 OCCUR (MIN) DRYWALL OR BRACING MEMBEPS �Ptf) 10* 0 C (MAX). TEMPOR AV BRACING SNOULD BE DONE IN ACCORDANC WITH rDR BE SIGN ARE 13ASED ON THE LATEST EDITION OF THE NA_ G IRECTLY ABOVE A BOTTOM CHORD SPLICE. UNLESS NOTE 0 OTHER WISE. CUPRENTA Tel SPAC ING AND ERECTION PUBLICATIONS. 11 ONAL DES I SH STANDAPOS PUBLISHED By THE NATIONAL 7) V-2000 APPUVAL NUMSEFIS: U8C 2342. FMA 7CS 2024. SBCC 11) ALL COMPRESS I ON CHORD MEMBERS ASSUMED TO 13E CONTINUDLISLY15) THIS DEST""COWORMS TO CURRENT TPI DESIGN SPECIFICA- FOREST PPODOC IS ASSOCIATION 7251. BOCA FILE 06-125 BRACED BY EITHER 3/8' (MIN.) PLYWOOD SHEATHING. 1/2' TIONS FOACMETAL PLATE CONNECTED WOOD TRUSSES AND 21 THI S DESIGN 15 BASED ON CLARY CONNECTOR PLATES ONLY. 0) THIS TRUSS HAS BEEN DESIGNED FOR THE LOADING S14OWN (MIN.) DRYWALL OR SPACING MEMBERS SPACED AT 16' a C. QUALITY SI ANOAADS FOR TRUSSES 31 CONNECTOR PLATESSSIZES ARE BASED ON AXIAL FORCES ONLY. Ott THIS DRAWING. INSTALLATION AND USE SHALL CONFORM (MAX). UNLESS NOTED OTHERWISE. III) NO MEMBER INE I S WAY BE CUT OR MODIFIED IN ANY WAY .1 CONNECTOR PLATE I ZES ARE CALLED BUT WIDTH (ACROSS SLOTS) WITH THIS I)ESION f2i INDICATES BEARING LOCATION 17) SPECIAL HANOEFIL140 CANES SHOULD BE TAKEN DURING SHIPPING ANU by LENGTH (ALONG SLOTS) AND THE 001914TATION Of THE 9) THIS DESIGN IS APPLICABLE 10 SHORTER SPAN TRUSSES OF tMECITON or Ist)S%ES SEE HIS-91 FOR RECOMMENDATION$ -REPETITIVE MEMBER STRESSES NOT USED, -ADDITIONAL PLATING FOR HANDLING TRUSSES IS RESPONSIBILITY OF FABRICATOR. -JACKS ARE TO BE 2x4 TOP. 2XA BOT. JACKS WITH SPANS G14EATER THAN 7-8-JA MUST BE SPECIALLY DESIGNED. 2-0-0 3-3-8 Max Height 1-10-3 74 PLF 2A-O 12 111# CU 41 Li FIT 60f 2490 2430 3.51 9X 9" 13.51 Fli 3x4 2a PLF 3x4 21-1 A t2f 2-0-0 1 3-3-8 Fartes(L-R) BUILDING TYPE: EnC I Osed ifesidentiat 5-3-0 CODE: Standard Building Code (secCI 1991) WIND SPEED: 110 qA MEAN ROOF HEIGHT: 131 TRUSS LOCATION: (Se) area UPLIFT CONNECTION REQUIRED: ZOCI 0 AT EACH SUPPORT. NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW SEE NOTES 10 AND 11 ABOVE FOR BRACING REOUIREMENTS. No trusses: I Truss designed to support 2-0-0 jack system With Outrigger Maximum deflection occurred at bottom joint 02. maximum Live Load Deflection of .002' 10/16). Index-.Oi2, (L/31750) Maximum Total Load Deflection of .003' (0/15), Index-.011, (L/21157) k> REV. 4-28-93 (WIND)A,_, CLARY DIVISION PLATE TYPE: D.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 5*3-1/2* SH-3 ALPINE ENGINEERED PRODUCTS Inc V 2X4 #2 N SP ENG. FOR: TRUE TRUSS INC 1801 S. GSW PKWY. 2000 2-0-0 LL TC 30 GRAND PRAIRIE. TX 75051 5.4 OIL TC 7 BC LUMBER 2X4 #2 N SP PROJECT: CENTEX 3703 8 & 0 DATE: 18 Dec 1992 F LATE-A ____ __fNC7._F_0R LL BC 0 WEBS LAYOUT 10: (214) 650-3940 _PL A AE A.- 9 MEMBER TRUSS PLATE INSTITUTE 128 33.33 OL BC 10 2X4 03 SP ADDRESS: 2- TOTAL SCALE� 47 EXCEPT AS MAY BE NOTED 3/4 11 LUMBER SHALL BE OF THE SPECIFIED 041HIMP GRADES. b) CON*AECTOA PLATES SMALL BE 114STALLED SVMMEIPICALLY ON 10) ALL TENS1014 CHORD MEMBERS ASSUMED TO BE CONTINUOUSLY t3) 0- 11401CAIES LATERAL BRACIfJG MEMBER (19A WIN.) SPECIES, AND 19X m"IMUM WOISTLPE CONTENT, OR SUCH THAT THE JOINI BRACED BY EITHER 3/8" (MIN� PLVWOOD SHEATHING. t12' t4l INSTALLATION AISD ERECTION OF THE IPAJSS, PEP�NJENT, 04D IS OF HIGHER ALLOWABLE STRESS VALUES. ALL VALUES USED 01 TOP CHORD SPLICES ARE HOT RECOMMENDED TO OCCUR THIN) DR(WALL OR SPACING MEMBERS SPACED 10' 0 C (MAX1. TEMPOPAPf BRACING SHOULD BE GONE 114 ACCORDANCE WITH FOR DESIGN ARE BASED ON THE LATEST COITION OF IHE NA- DIRECTLY ABOVE A BOITDM CHUM SPLICE. UNLESS NOTED OTHERWISE CUFMENT TPI BRACING AND ERECTION PUBLICA11014S. I=DESIGN STANDARDS PUBLISHED By THE NATIONAL 71 V-2000 APPROVAL NUMBERS: MC 23A2. FKA TCS 2014. S8CC It) ALL COMPFIESSION CHORD MEMBERS ASSUMED 70 Of CONTINLOJSLY15) THIS DESIGN CONFORMS TO CL**IIENT TPI DESIGN SPECIFICA- I PRODUCTS ASSOCIATION 7251. BOCA FILE 86-125 BRACED BY EITHER 3/0" (WIN.) PLYWOOD SHEATHING. 112' 71ONS FDA METAL PLATE CONNECTED WOOD TRUSSES AND 21 THIS DESIGN 15 BASED ON CLARY CONNECTOA PLATES ONLY, 8) THIS TRUSS HAS BEEN DESIGNED FOR THE LOADING SHOWN NINA DRYWALL OR SPACING MEMBERS SPACED AT t6' a C. GUALIT�STANDARDS FOR TRUSSES. 3 4: CONNECTOR PLATES SIZES ARE BASED ON AXIAL FORCES ONLY. ON THIS DRAWING. 114STALLATION AND USE SHALL CONFORM (MAXI. UNLESS NOTED OTHERWISE. 16) 160 MEMBER OF THE TRUSS MAY BE CUT OR MODIFIED IN ANY WAV, CoNtECTOR PLATE SIZES ARE CALLED OUT WIDTH (ACROSS SLOTSI WITH THIS DESIGN t2) EM INDICATES SEARING LOCATION 17) SPECIAL HANDLING CARE SHOULD BE TAKEN DUF41146 SHIPPING AND BY LENGTH (ALONG SLOTS) AND IME OPIENTATION OF THE 9) IKIS DESIGN IS APPLICABLE TO SHOPTEP SPAN TRUSSES OF ERECTION OF TRUSSES SEE "10-91 FOR RECOMMENDATIONS ----1I1LS1kL-9UU8 ?ME DIRECTION OF THE PLATE LENGIH� -00t4FI6(—jAATT6N Ali) LOADINVP?CIFIEO BY FABAICATOR -ADDITIONAL PLATING FOP HAIJOLING IAUSSES 15 RESPONSIBILITY OF FABRICATOR. -ANTICIPATED HORIZONTAL MOVEMENT UNDER TOTAL LOAD I' 1-0-0 5-4-0 1-0-0 5-4-0 RUN i --------------- RUN 1-5-14 1-5-14 74 PLF Max Height 3-6-3 12 74# 224# 4, 2240 6 D>6-X.5 ru CU 187# 70t 741, but 50# 7X5 5680 5680 13.5122% [3.5122X 3 3 r--- 3x4 3x4 12 12 20 PLF 5-4-0 2-0-0 5-4-0 1-4-0 1-4-0 12-0-0 Forces k4k) BUILDING TYPE: Enciosed Residentlat CODE: Standard Buitding Code (SBCCI 1991) WIND SPEED: 110 mph MEAN ROOF HEIGHT: 136 TRUSS LOCATION: (Se) area UPLIFT CONNECTION REQUIRED: AT EACH SUPPORT. MET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW SEE NOTES 10 AND 11 ABOVE FOR BRACING REQUIREMENTS. No trusses: 8 Maximum deflection occurred at bottom joint 02. Maximum Live Load Deflection of .087" (1/16). Index-.207. (L/17471 Maximum Total Load Deflection of .137' (2116). Index-.216, (L/1109) P REV. 4-28-93 (WIND)4cr CLARY DIVISION PLATE TYPE: D.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 12*0' TRAYS ALPINE ENGINEERED PRODUCTS Inc V__ROOO 2-0-0 LL TC 30 2X4 02 N SP ENG. FOR: TRUE TRUSS INC - JSOJ S. GSWI PKWY. BC LUMBER PROJECT; CENTEX 3703 B & D DATE: 18 Dec 1992 GRAND PRAIRIE. TX 75051 6.4 DL TC 7 2X4 #2 N SID 1214) 660-3940 -PL-KTE-MTA-.—K-TNC--T'6W-9 TL LL BC 0 LAYOUT ID: WEBS MEMBER TRUSS PLATE INSTITUTE 244 33.33 DL BC 10 2X4 03 SP ADDRESS: SCALE: TOIAL 47 FXCFPT AS MAY BE NOTED 114 11 LU148E4 SHALL BE OF THE SPECIFIED MINIMUM GRADES. 51 CONNECTOR PLATES SHALL BE 114STALLED SYMMETRICALLY ON 0) ALL TENSION CHORD MEMBERS ASSI)MED 10 BE CDIJIINUOU5LY IV 0- INDICATES LATERAL BRACING MEMBER (tX4 MIN�) SPECI CS. AND t9%MAXIMUM MOISIURE CONTENT, OR SUCH THAT THE JOINT. BRACED By EITHER 3/0 ]MIN) PLYWOOD SHEATHING. 112 JAI INSTALLATION AND EREC710H OF THE TRUSS. PERMANENT. AM IS OF NI GHEP ALLOWABLE STRESS VALUES. ALL VALUES USED 0) TOP CHORD SPLICES ARE NOT RECOMMENDED 10 OCCUR 141") OP'YWALL OR BRACING MEMBERS SPACED 10' NAXI. TEMPORAPV BRACING S"OLXD BE DOW IN ACCOFIOXNCE 1417H FOR DESIGN ARE BASED ON THE LATEST EDITION OF THE NA- DIRECTLY ABOVE A BOTTOM CHORD SPLICE. UNLESS NOTED OTHERWISE CURRENT TPI BRACING AND ERECTION PUBLICATIONS. TIONAL DESIGN STANDARDS PUBLISHED BY THE NATIONAL 7) V-2000 APPROVAL NUMBERS. UBC 23A2 FHA 7C8 2014. SOCC III ALL COMPRESSION CHORD MEMBERS ASSUMED TO BE CONTINUDUSLV15) THIS DESIGN CONFORMS TO CUFiFIENY TPI DESIGN SPECIFICA- FOREST PRODUCTS ASSOCIATION. 725t. BOCA FILE 86-125 SPACED BY EITHER 3/8' IMIN.1 PLYWOOD SHEATHING. 112' TIONS FOR METAL PLATE CONNECTED WOOD TRUSSES AND 2) THIS DESIGN IS BASED ON CLARY CONNECTOR PLATES ONLY 0) THIS TRUSS HAS BEEN DESIGNED FDA YHE LOADING SHOWN IMIN.) DRYWALL OR BRACING MEMBERS SPACED AT t6' 0 C. GUALIIY STA140AADS FOR TRUSSES. 31 CONNECTOR PLATES SIZES AM BASED ON AXIAL FORCES ONLY. 014 THIS DRAWING, INSTALLATION AND USE SHALL CONFORM (MAX), L04LESS N07ED OTHERWISE. t6) NO MEMBER OF THE TRUSS WAY BE CUT OR MODIFIED IN ANY WAY. 4) CO"HE CIOA PLATE SIZES ARE CALLED OUT WIDTH (ACROSS SLOTS) WITH 7141S DESIGN 12) g8 INDICATES BEARING LOCATION. 17) SPECIAL HM40LI140 CARE SHOULD BE TAkEN DURING SHIPPING AND by LENGTH (ALONG SLOTS) AND THE DRIENTATION OF THE 9) THIS DESIGN IS APPLICABLE TO SHORTER SPAN TRUSSES OF ERECTION OF TRUSSES SEE HIS-91 FOR RECOMMENDATIONS 512E CALL OUT IS THE 21ftf7ION OF THE PLATE LENGTH, 10ENTICAL LOADING AND CONFIGURATION. -CONFIGURATION AND LOADING SPECIFIED BY FABRICATOR -ADDITIONAL PLAT114G FOR HANDLING TRUSSES IS RESPONSIBILITY OF FABRICATOR. ANTICIPATED HORIZONTAL MOVEMENT L44DER TOTAL LOAD - .3' FALSE BOTTOM CHORD INFORMATION FALSE BOT 5-8-0 ON RIGHT. VERTICAL SPACING-4-0-0. USE MINIMUM OF 2x4 PLATE FOR FASTENING FALSE BOT CHORD VERTICALS. USE 3xA MIN FOR SCARF ON FALSE GOT CHORD TRUSS BOTTOM CHORD ABOVE FALSE BOTTOM CHORD MUST BE BRACED WITH JxA CONI. LATERAL BRACING AT 2' O,C. MAX SPACING. 3-5-5 3-1-13 4-2-14 2-0-0 3-7-8 3-1-113 3-3-9 7-1-2 1-5-14 02 02 02 #2 02 #2 Max Height 8-9-3 74 PLF 12 12 CY 1519# 1402# (3.5143% [3.5)55% 7x12 3x4 v S-Ai2-3.59 3X4 5X6 4 Q 12 12 ru F_ 20 PLF 3-0-0 3-7-8 4-5-0 4-2-7__4-4-3 0-4-0 2-0-0 #2 02 #2 #2 02 02 ForcesIL-R) 1-4-0 2X4 2x4 2xA 2x4 2x4 2JJ4 30-0-0 BUILDING TYPE: Enciosed Residentist CODE: Standard Buftding Code (SOCCI 1991) WIND SPEED: 110 wiph MEAN ROOF HEIGHT: 13, TRUSS LOCATION: (Se) area UPLIFT CONNECTION REQUIRED: 96 7 if AT EACH SUPPORT. NET WIND PRESSURE BASED ON DEAD—LOADS SHOW BELOW No trusses: 4 THIS TRUSS ANALYZED WITH PPSA SEE NOTES 10 AND 11 ABOVE FOR BRACING REQUIREMENTS. Maximum deflection occurred 29.2' from the left end of bottom panel #2. maximum PPLive Load Deflection of .345" (6/16). Index-.347. (L/1038) Maximum PPTOtal Load Deflection of .541' (9/16), Index-.362. (L/662) [�> REV. 4-28-93 (WIND) CLARY DIVISION PLATE TYPE: D.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 30'0" STUB VAULTS ALPINE ENGINEERED PRODUCTS Inc V2000 2-0-0 LL TC 30 2X4 #2 Ds SP ENG. FOPt. TRUE TRUSS INC - I 1BOI S. GSW PKWY. BC LUMBER PROJECT: CENTEX 3703 B & D DATE: IS Dec 1992 GRAND PRAIRIE. TX 75051 6.4 OL TC 7 2X6 #I Ds SP 0: OF,? (214) 660-3940 'PUA-TE AAFA-- t INC. FOA STL_ LL BC 0 WEBS LAYOUT I MEMBER TRUSS PLATE INSTITUTE 784 33,33 OL BC 10 2X4 #3 SP ADDRESS: SCALE. TOTAL 47 EXCEPT AS MAY BE NOTED 1/8 I LLP49ER SMALL DE OF THE SPECIFIED MINIMUM GRADES. SI C0104ECTOR PLATES SHALL BE INSTALLED SYNHEtRICALLY ON tO) ALL TENSION CHORD MEMBERS ASSUMED TO BE CONTINUaU%Y t3l *I�' INDICATES LATERAL BRACING MEMBER 0X4 WINA SPECIES' AND t9s wAXIMUM NO 1 5 TURE CONTEN I, OR SUCH THAT THE JOINT BRACED BY EITHER 3/8' INT141 PLYWOOD SVC A THING. t12' t.) INSTALLATION MID ERECTION OF THE TRUSS. PERMANENT. AND IS OF HIGHER ALLOWABLE STRESS VALUES. ALL VALUES USED 6) TOP CHORD SPLICES AM NOT RECOMMENDED TO OCCUR (MIN) DRYWALL OR BRACING MEMBERS SPACED 10' a c IMAX). TEMPORARY BRACING SHOULD BE DDHE IN ACCORDANCE WIT" FDA DESIGN ARE BASED ON THE LATEST EDITION OF THE NA- DIRECTLY ABOVE A BOTTOM CHORD SPLICE, UNLESS NOTED OTHERWISE. CURRENT TPI BRACING AND ERECTION PUBLICATIONS. TIONAL DESIGN STANDARDS PUBLISHED By THE NATIONAL 71 V-2000 APPROVAL NUMBERS; UBC 2342. FHA TCB 2014. SBCC tO ALL COMPRESSION CHORD MEMBERS ASSUMED TO BE CONTINUOUSLY15) THIS DESIGN COMFOFIMS TO CURRENT TF1 DESIGN SPECIFICA- FOREST PRODUCTS ASSOCIATION, 725t. BOCA FILE 06-125 BRACED BY EITHER 3/6" (MIN.) PLYWOOD SHEATHING, 112' TIONS FDA METAL PLATE CONNECTED WOOD TRUSSES AND 2) THIS DESIGN IS BASED ON CLARY CONNECTOR PLATES ONLY. 01 THIS TRUSS HAS BEEN DESIGNED FOR THE LOADING SHOWN (MIN.) DRYWALL OR BRACING MEMBERS SPACED AT 16' O.C. QUALITY STANOAADS FOP TRUSSES. 3) CONNECTOR PLATES SIZES ARE BASED ON AXIAL FORMS ONLY. ON THIS DRAWING. INSTALLATION AND USE SHALL CONFORM (MAX), UNLESS NOTED OTHERWISE. 16) NO MEMBER OF THE TRUSS WAY BE CUT OR MODIFIED IN ANY WAV 4J CONNECTOR PLATE SIZES ARE CALLED OUT WIDTH (ACROSS SLOTS) WITH THIS DESIGN 12) SPECIAL HANDLING CARE SHOULD BE TAKEN DURING SHIPPING AND BY I-EHGT" IALI**SLOISI Tj ORIENTATION!OF THE THIS DESIGN IS APPLICABLE TO SHORTER SPAN TRUSSES OF INDICATES DEMING LOCATION. t7l ERECTION OF TRUSSES SEE HIS-91 FOP RECOMMENDATIONS ST.CAL, I IS I.DISr CIT. IDENTICAL LOADING AND CONFIGURA119N. -CONFIGLIFIATION AND LOADING SPECIFIED BY FABRICATOR -ADDITIONAL PLATING FOR HANDLING TRUSSES IS RESPONSIBILITY OF FABRICATOR. -ANTICIPATED HORIZONTAL MOVEMENT UNDER TOTAL LOAD - .2" 3-5-5 3-1-13 RUN 3-7-8 3-1-13 3-3-9 5-5-6 6-7-2 1-5-14 02 #2 02 74 PLF max Height 0-0-3 12 3610 239# 233# 472# 2440 233t, 24,11 6 P, A at, 25.1.# 23-3# 12,3# 78# 87# 1080 1280 630 CID 33# 13700 131368# 13.5154% 0 5139% 3x4 4x4 5X6 M 4XI2 _�3 3.59 20 PLF 12 3-7-6 4-5-15 4-2-7 4-4-3 6-5-6 6-7-2 02 02 02 02 #2 Fortos(L-P) 1-4-0 2xA 2x4 2x4 2x4 2x4 --- 29-8-8 > BUILDING TYPE: Enclosed Residential CODE: Standard Building Code (SBCCI 1991) WIND SPEED: 110 mph MEAN ROOF HEIGHT: 131 TRUSS LOCATION: (Se) area UPLIFT CONNECTION REQUIRED: 96? # AT EACH SUPPORT. NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW SEE NOTES 10 AND 11 ABOVE FOR BRACING REQUIREMENTS. No trusses: 2 Maximum deflection occurred at bottom joint #2, Maximum Live Load Deflection of .401* (6/16). Inaex-.405, (L/889) Maximum Total Load Deflection of .628* 00/16). Index-.423, (L/558) 11> EV. 4-28-93 NIND),kf- CLARY DIVISION PLATE TYPE: D.C. SPACING LOADING fPSF) TC LUMBER TRUSS: 29'8-1/2' STUB VAULTS ALPINE ENGINEERED PRODUCTS Inc V2000 2-0-0 LL TC 30 2X4 #2 Ds SP ENG. FOR, TRUE TRUSS INC 1801 S. GSW PXWY. BC LUMBER PROJECT: CENTEX 3703 8 & D DATE: 18 Dec 1992 GRAND PRAIRIE. TX 75051 6.4 DL TC 7 2X6 #I Ds SP LAYOUT TO: Qt4) 660-3940 _PCWTE_AAE_X: t INC. FDA '�'TL L.L BC 0 WEBS 480 33.33 DL BC TO 2X4 03 SP ADDRESS: SCALE: MEMBER TRUSS PLATE INSTITUTE 413 h.s. TOTAL 47 EXCEPT AS MAY BE NOTED 1/8 11 LUMBER$HALL" OF THE SPECIFIED WINIMM GRADES, 6) COINXCTUP PLATES V141t Of INSTALLED SeNNEIRICALLY ON $01 ALL TENSION CHORD MEMBERS ASSOKO 10 BE CONTIIAX)USLY 131 �ip_ INDICAIES LATERAL BRACING MEMBER (tX4 WIN I SPECIES. AND 1.MAXIMUM MOISTURE CONTENT. OR SUCH THAT THE JOINT BRACED S�EITHER 3/0" (MIN) K�WOOQ SKAININ6. I/L' 14) INSIALLATION AND ERECTION OF THE TRUSS. PERMANENT. AND is OF HIGHER ALLOWABLE STRESS VALUES. ALL VALUES USED a) TOP CHORD SPLICES ARE NOT RECOMMENDED 10 OCCUR IMIN) DRYWALL 00 SPACING MEMBERS SPACED JO' a C IMAX)� TEMPOPAPV BRACING S1K)ULO BE OC*W IN ACCORDANCE WITH 'DR DESISN AM BASED ON THE LATEST EoITFOm OF THE to- OIRFCTL�ABOVE A BOTTOM CHORD SPLICE, LINLESS NOTED OTHERWISE:. CUFAENT IPT BRACING AND ERECTION PUBLICATIONS. TIONAL DESIGN STANDARDS PUSLISHED BY THE NATIONAL 7) V-2000 APPROVAL NUMBERS: U6C i!342. FHA 1CS 2Ot4, S&CC III ALL COMPRESSION CHORD MEMBERS ASSUMED TO BE CONTINUOUSLY15) THIS DESIGN CONFORMS TO CUFW,1ENI TPI DESIGN SPECIFICA- FOREST PRODUCTS ASSOCIATION 7251. BOCA FILE 65-125 BRACED BY EITHER 3/9- IMIN.) PLYWOOD SHEATHING. 212' TIONS FDA METAL PLATE CONNECTED WOOD TRUSSES NO a) 7 DE (MIN.) DRYWALL OR SPACING MEMBERS SPACED AT 16' 0 C. 1415 SIGN IS ISANO ON CLARY CDN*CTOA PLATES ONLY. 61 THIS TRUSS HAS BEEN DESIGNED F014 THE LOADING SHOWN GUAL17Y STANDARDS FOR TRUSSES, C**4ECTOA PLATES SIZES ARE BASED ON AXIAL FORCES ONLY. ON THIS DPAkING� INSTALLATION AND USE SHALL CONFORM (MAX). UNLESS NOTED OTHERWISE. 16) NO MEMBER OF THE TRUSS WAY BE CUT OR MODIFIED IN ANY WAV, 41 CONNECTOR PLATE SIZES ARE CALLED OUT WIDTH IACAOSS SLOTS1 WITH T"IS DESIGN 12) EM IN13ICATES REARING LOCATION. S7) SPECIAL HANDLING CARE SHOULD BE TAKEN DURING SHIPPING AND 6V LENGTH (ALONG SLOTS) AND THE ORIENTATION Of THE 9) THIS DESIGN IS APPLICABLE TO SHORTER SPAN TRUSSES OF ERECTION OF TRUSSES SEE "10-91 FOR RECON14ENOAT IONS CALL OUT 13 THE DIPECTIQN Of THE PLATE LENGTH IDENTICAL LOADING AND CONFIGURATION -CONFIGURATION AND LOADING SPECIFIED BY FABRICATOR -ADDITJONAL PLATING FOR HANDLING TRUSSES IS RESPONSIBILITY OF FABRICATOR. -THIS TRUSS IS DESIGNED ONLY FOR THE LOADS SHOWN. PROVISION FOR THE PREVENTION OF PONDING 14LJST BE MADE AND IS NOT THE RESPONSIBILITY OF THE TRUSS FABRICATOR OR CLARY. -ANTICIPATED HORIZONTAL 14OVEMENT UNDER TOTAL LOAD - .3' R>AL FALSE BOITDN CHOP43 IWORMATION FALSE BOT 5-8-0 ON RIGHT, VERTICAL SPACING-4-0-0, USE MINIMLIM OF 2x4 PLATE FOR FASTENING FALSE SOT CHORD VEPTICALS. USE 3x4 14IN FOR SCARF 014 FALSE BOT CHORD 4-2-11 4-2-it 3-10-0 2-0-0 TRUSS BOTTOM CHORD ABOVE FALSE BOTTOM CHORD MUST BE BRACED WITH IX4 RAIN 3-7-8 3-11-3 1-4-0 6-10-0 CONT. LATERAL BRACING AT 2' O�C. MAX SPACING. 1-5-14 02 02 02 02 02 #2 Max Height 0-4-3 74 PLF 12 A X At 1519# 1402# (3.5143% (3.5155% 7xI2 3x4 3x4 5X6 3%12'�)3.59 4 L�::_ x 12 12 20 PLF 1-4-0 3-0-0 3-7-6 6-2-4 6-2-4 7-8-0 2-0-0 #2 02 02 #2 02 02 Forces IL-R) J-4-0 2x4 2x4 2X4 2x4 2x4 2x4 30-0-0 BUILDING-TYPE: Enclosed Resfdential CODE: Standard Building Code (SBCCI 1991) WIND SPEED: 110 mph MEAN ROOF HEIGHT: 131 TRUSS LOCATION: (Se) area UPLIFT CONNECTION REQUIRED: 7 # AT EACH SUPPORT. NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW No trusses: I THIS TRUSS ANALYZED WITH PPSA SEE NOTES 10 AND 11 ABOVE FOR BRACING REQUIREMENTS. Maximum deflection occurred 27.84' from the left end of bottom panel 42. Max1rGum PPLive Load Deflection of .381" (6/16), In0ex-.383. (L/940) Maximum PPTotal Load Deflection of .597* (10/16), Index-.4. (L/600) REV. 4-28-93 (WIND),Vl CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBER 30'0' SHV-16 ALPINE ENGINEERED PRODUCTS Inc V-2000 2-0-0 LL TC 30 2X4 #2 Ds Sp ENG. FOR: TRUE TRUSS INC - r 1801 S. Gsw PKWY. BC LUMBEA PROJECT: CENTEX 3703 B & D DATE: 18 Dec 1992 GRAND PRAIRIE. ?x 7som 5.4 OL Tc 7 2X6 #I DO SP OF (214) s6o-3940 I_NJC_F0q__SrL_ LL 8C 0 WEBS LAYOUT 10: 1- — .1 MEMBER TRUSS PLATE INSTITUTE 796 33.33 DL BC to 2X4 #3 SP I ADDRESS: SCAL1F___ TOTAL 47 EXCEPT AS MAY BE NOTEO 1/8 THE SPECIFIED MINIMUM GRADES� 51 CONNECTOR PLATES SHALL BE INSTALLED SINNETAICALLY ON 10) ALL IERSION CHORD MEMBERS A551A*D 10 BE EURATINUOUSLY t3) If- 11 LUMBER SMALL BE OF , 14401CATES LATERAL BRACING MEMBER (SX4"IN,) SPEC IES. AND IS%MAXIMM MOISTLX*CONTENT. OR SUCH THAT THE JOINT BRACED BY EITHER 3/0" (MIN) �VOUW SHEATHING. 112' 14) INSTALLATION 00 EAECIIO#4 OF THE TRUSS, PERMANENT. AIAD is OF HIGHER ALLOWABLE STRESS VALUES. ALL VALUES USED 6) 1 OR CH(AAD SPLICES APE tIOT REC6mmE"QED TO OCCUR (kINi DRYWALL OF SPACING MEMBERS SPACED 10' 0 C (MAX). TEMPORARY SRACPOG SHOULD BE ODNE 114 ACCORDANCE WITH Fop DES IGN AFIC BASED ON THE LATEST EDITIO"OF THE NA- DIRECILI ABOVE A BOTTOM CHORD SPLICE. UNI.ESS NOTED OTHERWISE. CUPPE14T TPI BRACING "ERECTION PUBLICATIONS 11 ORAL DESIGN ST"ARDS PUSE-t SHE 0 BY THE NATIONAL 7) V-2000 APPROVAL "DERS. USC 2342, FHA TCS 2Ot4. SOCC 11) ALL COMPRESSION CHOM MEMBERS ASSUMED TO Of COtOlt#UOUSLYIN THIS DESIGN COtJFD1RMS TO CURRENT TPI DESIGN SPECIFICA- FORE$I PRODUCTS ASSOCIATION. 7251. BDCA FILE 86-125 BRACED BY EITHER 3/6" (Mlh.� PLYWOOD SHEATHING 1/2' TIOUS FOR METAL PLATE C0t4NECTEO MOOD TRUSSES AND a) THIS DESIGN Is BASCO ON CLARY CONNECTOR PLATES ONLY 8) THIS TRUSS HAS BEEN DESIGNEE)FOR THE LOADING SHOWN ININA DRYWALL OR BRACING MEMBERS SPACED AT t6* 0 C. QUALITY STANDARDS FOR TRUSSES. 31 CONNECTOR PLATES SIZES ARE BASED ON AXIAL FORCES ONLY. 011 THIS GRAWING. INSTALLATION AND USE SHALL CONFORM NAX). UNLESS NOTED OTHERWISE. 16) NO MEIASEA OF THE 1AUSS MAO BE CUT OR W)DIFIED IN ANY WAY, 41 CONNECTOR PLATE SIZES ARE CALLED OUT WIDTH (ACROSS SLOTS) WITH THIS DESIGN t2) INDICATES BEARING LOCATION 17) SPECIAL "ANULIND CARE SHOULD BE TAKEN OUPtNG SHIPPING A"O BY LENGTH (ALUM SLOTS) AND THE ORIENTATION OF THE 9) THIS DESIGN IS APPLICABLE TO SHORTER SPAN TRUSSES Of ERECTION OF TRUSSES SEE HIS-91 FOR RECOMMENDATIONS S17F CALL OUT I�It%121FW-CTION OF THE PLATE LFNPTH _—_LPQffJCAt L90ING AND CDNFIGInATIGH. -CONFIGURATION AND LOADING SPECIFIED BY FABRICATOR -ADDITIONAL PLATING FOR HANDLING TRUSSES IS RESPONSIBILITY OF FABRICATOR. -THIS TRUSS IS DESIGNED ONLY FOR THE LOADS SHONN. PROVISION FOP THE PREVENTION OF PGNOING MUST BE MADE AND IS NOT THE RESPONSIBILITY OF THE TRUSS FABRICATOR OR CLARY RUM 4-11-3 4-4-11 4-8-3 5-4-0 4-0-0 6-e-O 1-5-14 74 PLF Max Height 7-4-3 12 —�l 6 371# 345# 336# 3 2 0 60 3340 1720 67# t38# 162# 157# 640 1382# 13830 13,5154% (3,5154% 3XA 3x4 5XIS 3x4 20 PLF 6-10-8-- 9-4-0 6-8-0 1-4-0 30-0-0 Forces(L-A) BUILDING TYPE: Enclosed Residential CODE: Standard Building Code (SBCCI 1991) WIND SPEED: 110 no MEAN ROOF HEIGHT: 131 TRUSS LOCATION: (Se) area UPLIFT CONNECTION REQUIRED: 96-0 it AT EACH SUPPORT. MET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW SEE NOTES 10 AND 11 ABOVE FOR BRACING REQUIREMENT$. No trusses: I Maximum deflection occurred at bottom joint 03. Maximum Live Load Deflection of Aig* (2/16). Inoex-.119. (L/3025) Maximum Total Load Deflection of .186' (3/161, Index-.i24. (L/19351 �> REV. 4-28-93 (WIND) ajf- CLARY DIVISION PLATE TYPE: D.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 30'0" SH-14 ALPINE ENGINEERED PRODUCTS Inc V2000 2-0-0 LL TC 30 2X4 #2 N SP ENG. FOR: TRUE TRUSS INC isol S. GSW PKwY. BC LUMBER PROJECT: CENTEX 3703 B & D DATE: Is Dec 1992 GRAND PRAIRIE, TX 75051 6.4 DL TC 7 2X4 #2 N SP 1214) 66o-3940 -13CrrE-kAEk t-TNE--FUA-9TE LL IBC 0 WEBS LAYOUT TO: Z7� MEMBER TRUSS PLATE INSTITUTE 312 33,33 DL BC 10 2X4 #3 SP ADDRESS: SCALE: "I TOTAL 47 EXCEPT AS MAY BE NOTED t/8 11 LUM*q BNML.L BE OF THE SPECIFIED MINIMLIM GRADES. 51 CONNECTOR PLATES SHALL BE INSTALLED SIMNETRICALLY ON 10) ALL TENSION CHORD 04EMSERS ASSUMED 10 BE CO"TIMMSLI 111) 0' INDICATES LATERAL BRACING MEMBER III,MIN.) SPECIES� AM 192 MAXIMUM MOISTURE CONTENT. OR SUCH THAT THE JOINT BRACED BY EITHER 318' IMIN) PLYWOOD SHEATHING. I/P' IAI INSTALLATION AND ERECTION OF THE TRUSS. PERMANENT. AND I S OF "IGNE 11 ALLOWABLE STRESS VALUES, ALL VALUES USED 51 TOP C"ORD SKICES APE NOT RECOMMENDED TO OCCUR TWIN) MYNALL OR SPACING MEMBERS SPACED 10 0 c (MAX). TEMPORARY BRACING SHOULO BE GONE IN ACCORDANCE MIT" '..S I.APE BASED ON THE LATEST EDITION OF THE NA- DIRECTLY ABOVE A BOTTOM CNOPO SPLICE. UNLESS NOTED OTHERWISE CL04PENT TPI 9RPAC114G AF40 ERECTION PUBLICATIONS ,I"L DESIGN STANDARDS PUBLISHED INV THE NATIONAL 71 V-2000 APPROVAL NLIMBEHS UBC 2342. FHA TCS 201A, SBCC 11) ALL COMPRESSION C"OAG MEMBERS ASSUMED TO BE CONTINUDUSLYI51 THIS DESIGN C016FORMS TO CURRENT TPI DESIGN SPECIFICA- FOREST PRODuCTS ASSOCIATION. 7251, BOCA FILE 06-125 BRACED BY EITHER 3/8" THIN.) PLYWOOD SHEATHING. 1/2* TIONS FOR METAL PLATE CONNECTED *000 TRUSSES AND 2) THIS DESIGN IS BASED ON CLARY CONNECTOR P"TES ONLY S) THIS TRUSS HAS BEEN DESIGNED FOR THE LOADING SHOW (WIN.) DRYWALL OR BRACING MEMBERS SPACED AT 16' a c. DUALITY STANDARDS FOR TRUSSES. 31 CONNECTOR PLATES SIZES AM BASED ON AXIAL FORCES ONLY. ON THIS DRAWING� INSTALLATION AND USE SHALL C014FORM (MAX). UNLESS NOTED OTHERWISE. 16) NO MEMBER OF THE TRUSS WAY BE CUT OR MODIFIED IN ANY WAY� A) CONNECTOR PLATE SIZES ARE CALLED OUT WIDTH (ACROSS SLOTS) MIT. THIS DESIGN 12) INDICATES BEARING LOCATION. 17) SPECIAL HANDLING CARE SHOULD BE TAKEN DURING SHIPPING MiO OV LENGTH (ALOM SLOTS) AM THE ORIENTAIrION OF TMIE 91 THIS DESIGN IS APPLICABLE TO ShOPIEA SP04 TRUSSES OF ERECTION OF TRUSSES SEE 1118-91 FOR RECOMMENDATIONS SIZE CALL QUT IS TIC DIRECTION OF THE PLATE LEWIM, IDENTICAL LOAQ1HG, AND COWIGURAIION -CONFIGURATION AND LOADING SPECIFIED BY FABRICATOR -ADDITIONAL PLATING FOR HANDLING TRUSSES IS RESPONSIBILITY OF FABRICATOR. -THIS TRUSS IS DESIGNED ONLY FOR THE LOADS SHOWN. PROVISION FOR THE PREVENTION OF PONDING, MUST BE MADE AND IS NOT THE RESPONSIBILITY OF THE TRUSS FABRICATOR OR CtARY. 6-1-8 5-10-6 4-8-0 4-8-0 4-0-0 4-8-0 1-5-14 74 PILF Max Height 6-4-3 12 6 3900 345# 321# 3x4 310# 1629 433# 143 2160 on t150 212# J760 82# to 4 1�83# 1 3820 13.5154% 13.5154% axe 3xB 3xB 3x4 3x5 20 PLF 12-0-0 9-4-0 6-8-0 1-4-0 30-0-0 Forces(L-R) R11> BUILDING TYPE: Enclosed Residential CODE: Standard Building Code (SBCCI 1991) WIND SPEED: 110 q* MEAN ROOF HEIGHT: 131 TRUSS LOCATION: (Se) area UPLIFT CONNECTION REQUIRED: AT EACH SUPPORT. NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW SEE NOTES 10 AND 11 ABOVE FOR BRACING REQUIREMENTS. No trusses: I Maximum deflection occurred at bottom joint #2. MaxiMIUM Live Load Deflection of .121" 12/16). Index-.121, (L/2975) MaxiffiUM Total Load Deflection of .189' (3/W, Index-.126, (L/1905) r�> REV. 4-28-93 (WIND),q,,, CLARY DIVISION PLATE TYPE: D.C. SPACING LOADING (PSP) TC LUMBER _fA_USS 30*0" SH-12 ALPINE ENGINEERED PRODUCTS Inc V2000 2-0-0 LL TC 30 2X4 #2 N SP ENG. FOFk TRUE TRUSS INC 1901 S. GSW PKWY. BC LUMBER PROJECT: CENTEX 3703 8 & D DA TE: IS Dec 1992 -2� GRAND PRAIRIE. TX 75051 6.4 DL TC 7 2X4 #2 N SP (O0'F 1214) 660-3940 )A LL BC 0 WEBS LAYOUT In: MEMBER TRUSS PLATE INSTITUTE 330 33.33 CL BC 10 2X4 03 SP ADDRESS: SCALE: TOTAL 47 EXCEPT AS MAY BE NOTED 11 LINK%SMALL K OF THE SPECIFIED MINIMUM GAADES. 51 CNINECTUA PLAILS SNAI I 14F INSIAttfn SYW4EIRILAtty (NJ 101 ALL IINSIO"CHORD MiNSfAS ASSUMED 10 BE C0NTI14KJU4,LV JAI INDICATE$LATIkAt 0AACINO MILMSEP (104 MIN I SPECIE& AND I"MAXIMUM MOISTURE CONTENT. 09 SUCH THAI INC �IDINT FINACED Of EITHER 3/8" 1141111 PLYMODn SNJAINilio, t/p- JAI IJJSIALLAIJON AND IACCIIOU OF THE ?RUSS, PE4MA#&Nf MIT) IS Of HIGHER ALLOWABLE STRESS VALUES. ALL VALUES USED 6) TOP CHORD SPLICES ARE NO) RECOMMENDEO 10 OCCUR ImIN DRYWALL DP BRACING MEMBERS SPACED 10 0 c (MAY), TEMPORARY BRACING SHOULD BE DONE 114 ACCORDAf$CE WITH FOR DESIGN ARE BASED ON THE LATEST EDITION OF THE NA- DIRECTLY ABOVE A BOTTOM CHORD SPLICE. UNLESS NOTED OTHERWISE CURRENT TPI BRACING AND ERECTION PUBILICA11ONS. TIOkAL DESIGN STANDARDS PUBLISHED By THE NATIONAL 71 V-2000 APPROVAL NUMBERS: UBC 23A2. fHA ICS 2014. SaCC It) ALL COMPRESSION CHORD MEMBERS ASSUMED TO BE CONTINUDUSLY15) THIS DESIGN CONFORMS TO CUP44ENT TPI DESIGN SPECIfICA- FOREST PRODUCTS ASSOCIATION. 7251. BOCA FILE 86-125 SPACED BY EITHER 3/0" (MIN-) PLYWOOD SHEATHING 112' TIONS FDA METAL PLATE CONNECTED WOOD TRUSSES AND a) THIS DESIGN IS BASED ON CLARY CONNECTOR PLATES ONLY. a) THIS TRUSS HAS BEEN DESIGNED FOR THE LOADING SHOWN (MINA DRYWALL OR SPACING MEMBERS SPACED AT 16' -c. QUALITY STANDARDS FOR TRUSSES. 31 CONNECTOR PLATES SIZES APE BASED ON AXIAL FORCES ONLY, ON THIS DRAWING. 1USIALIA11ON AND USE SMALL CONFORM IMAY). UNLESS NOTED OTHERWISE. ib) NO MEMBER OF THE TRUSS MAY BE CUT OR 14WIFIED IN AN'WAY, 41 C04WCTOR PLATE SIZES ARE CALLED OUT WIDTH 4ACPOSS SLOTS1 WITH THIS DESIGN 121 Be INDICATES BEAAINO LOCATION. 17) SPECIAL HANOLINO CAPE SHOULD BE TAKEN DURING SHIPPING AND BY LENGTH (ALONG SLOTS) AND THE ORIENTATION OF THE 9) THIS DESIGN IS APPLICABLE 10 SHORTER SPAN TRUSSES Of ERECTION OF YPAJSSES SEE HIS-91 FOR REC0MWNDAIIDNS SIZE CALL OUT IS TtIE DIRECTION OF THE PLATE LENGTH. IDENTICAL LOADING AND CPNEIGURATION. -CONFIGURATION AND LOADING SPECIFIED BY FABRICATOR -ADDITIONAL PLATING FOR HANDLING TRUSSES IS RESPONSIBILITY OF FABRICATOR. -THIS TRUSS 15 DESIGNED ONLY FOR THE LOADS SHOWN. PROVISIO14 FOR THE PREVENTION OF PONDING MUST BE MADE AND IS NOT THE RESPONSIBILITY OF THE TRUSS FABRICATOR OR CLARY. 2-8-0 RUN 5-1-8 4-10-8 6-6-0 6-8-0 4-0-0 74 PLF i-5-J4 02 #2 02 02 F Max Height 5-4-3 12 5 4270 4930 3950 41 + A, 12 17 X 2360 88# J�.r Z359# NJ 10*3 X5- X t79# 96# 165# 13';# 13'2'IT 62% t364# 13stf + Z4 13.5154% 13.5)54% 3x4 3x4 3xG 5x6 3x4 20 PLF 10-0-0 6-6-0 6-8-0 6-0-0 1-4-0 30-0-0 FarceSIL-P) BUILDING TYPE: Enclosed Residential CODE: Standard Building Code (secCl 1991) WIND SPEED: 110 mph MEAN ROOF HEIGHT: 13, TRUSS LOCATION: (Se) area UPLIFT CONNECTION REQUIRED: ?yg' 0 AT EACH SUPPORT. NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW SEE NOTES 10 AND 11 ABOVE FOR BRACING REQUIREMENTS. No trusses: I Maximum deflection occurred at Uottom joint #2. Maximum Live Load Deflection of .127" (2/15), Index-.127, (L/2835) Maximum Total Load Deflection of .199* (3/16). Index-.133, (L/1809) __— - -_�> REV. 4-28-93 (WIND) ?L-1- CLARY DIVISION PLATE TYPE: D.C. SPACING LOADING (PSF) TC LUM13ER TRUSS 30'0" SH-10 ALPINE ENGINEERED PRODUCTS Inc V__?000 2-0-0 LL TC 30 2X4 #2 Ds SP ENG. FOR* TRUE TRUSS INC - 5 1801 S. GSW PKIWV. BC LUMBER PROJECT: CENTEX 3703 B & D DATE: 18 Dec 1992 GRAND PRAIRIE. TX 75051 6.4 DL TC 7 2X4 #2 N SP TD, F Qt,l) 660-3940 -PEATE AAF_K.�__tINC7-FOP__9TL LL BC 0 WEBS LAYOUT 300 DL BC 10 2X4 #3 SP ADDRESS: MEMBER TRUSS PLATE INSTITUTE 33.33 SCALE� 10TAt- 47 FXCFPT AS MAY BF NOTED 1/6 11 LUMIiEi SMALL BE OF THE SPECIFIED MINIMUM GRAMS, 51 f:C.,I$,ECTDP PLATES SHALL BE INSTALLED SYMMETRICALLY ON 10) ALL IEfISION CHORD MEMBERS ASSUMED 70 BE CONTINUOUSLY t3l tp INDICATES LATERAL OPACING MEMBER (IPA W114 I SPECIES. AND 19X K"INUM MOISTURE CONTENT. OR SUCH THAT THE JOINT BAACFO BY EITHER 3/0" (WIfil PI YNOOO SHCATHIr#0. 112' 141 IN!.TAI LAI LOU ARD EAEL710H OF THE TAM PEkMAU[?JT. AIJO 19 OF"ISHE ALLOWABLE SIPESS VALUES. ALL VALUES USE" 61 TOP Cff)410 SPLICES ARt P40T RtCDMHFHOID TO OCCUR (MIN) DRYWALL 00 BRACING MEMBERS SPACED TO 0 C (MAX). TEMPORARY BRACING SHOULD NE DENJE IN ACCOPOANCt. WITH FOR Des I ON:4 BASED ON THE LATEST EDITION OF THE NA DIHtCTLV AIIOVE A BOTTOM (t,WU SPt ICE, UNLESS NOTED OTHERWISE CURRENT IPI SPACING AND ERECTION PUIM.ICATICIIS TIONAL DESIGN STANDARDS PUBLISHED NY THE NATIONAL 71 V-2000 APPROVAL NUMBERS, VHC 2342. FHA TCH 2014. SILCC 11) ALL COMPRESSION CHORD MEMBERS ASSUMED TO BE CONTINUDUSLY15) THIS DESIGN CONFORMS TO CURRENT IPI DESIGN SPECIFICA- FOREST PRODUCTS ASSOCIATION. 7251. BOCA FILE 06-126 BRACED BY EITHER 3/a' (MIN-) PLYWOOD SHEATHING, 3/2' TIONS FDA METAL PLATE C004ECTED WOOD TRUSSES AND Pi THIS DESIGN 15 BASED ON CLARY CONNECTOR PLATES ONLY 0) THIS TRUSS HAS BEEN DESIGNED FOR THE LOADING SHOWN (MIN.) DRYWALL OR BRACING MEMBERS SPACED AT 16' a C. QUALITY STAROAADS EGA TRUSSES. 3) CONNECTOR PLATES SIZES ARE BASED ON AXIAL FORCES ONLY. ON THIS DPAWING� IP45TALLATION AM USE SHALL CONFORM (MAX), UNLESS NOTED OTHERWISE. IS) NO ME14BER OF THE YAUSS MAY BE CUT OR MODIFIED IN ANY WAY 4) CONNECTOR PLATE SIZES ARE CALLED BUT 1410TH (ACROSS SLOTS11 WITH THIS DESIGN 12) EM INDICATES GEARING LOCATION. 0) SPECIAL HANDLING CARE SHOULD BE TAKEN DURING SHIPPING AND by LENGTH TALONS SLOTS) AND THE ORIENTATION OF THE 91 THIS DESIGN IS APPLICABLE TO SHORTER SPAN TRUSSES OF ERECTION OF TRUSSES SEE 1110-St FOR PECOMMENDAT IONS PLATE LENGTH IDENTICAL LGADING AND CONFIGUPATION, -MIFIGURATION AND LOADING SPECIFIED BY FABAICATDR -AD(j.1TIONAL PLAYING FOR HANDLING TRUSSES IS RESPONSIBILITY OF FAEIRICAYOR_ -THIS TRUSS IS DESIGNED ONLY FOR THE LOADS SHOWN. PROVISION FOR THE PREVENTION OF PONDING MUST BE MADE AND IS NOT THE RESPONSIBIL11Y OF THE TRUSS FABRICATOR OR CLARY. 3-10-8 8-0 4-1-8 5-4-0 6-8-0 5-4-0 4-0-0 7,4 PLF RUN 1-5-14 02 02 d2 #2 02 02 Max Height 4-4-3 12 341# 4440 444# 345# 12 6 p" 285 iblof 3x4 3x4 D> Ny In in 41# 76# 1550 173# 133# In 1364# 13Btt 3xB 3xB (3.5154X (3.515A% 3XI5 5X5 3X4 20 PLF 6-0-0 8-0-0 8-8-0 4-6-0 1-4-0 30-0-0 FurCeSIL-P) BUILDING TYPE: Enclosed Residential CODE: Standard Building Code (SEICCI 1991) WIND SPEED: 110 so MEAN ROOF HEIGHT: 131 TRUSS LOCATION: (Se) area UPLIFT CONNECTION REQUIRED: 957 # AT EACH SUPPORT. NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW SEE NOTES 10 AND 11 ABOVE FOR BRACING REQUIREMENTS. No trusses: I Maximum deflection occurred at bottom )oint #3. maximum Live Load Deflection of .167" (3/16). InOex-A67, (L/2156) Maximum Total Load Deflection of .262* (4/16). Index-.175, (L/1374) �> REV. 4-28-93 (WIND),#,, CLARY DIVISION PLATE TYPE: D.C. SPACING LOADING fPSF) TIC LUM13EA TRUSS: 30*0" SH-8 ALPINE ENGINEERED PRODUCTS Inc V2000 2-0-0 LL Tc 30 2X4 02 Ds SP ENG. FOR: TRUE TRUSS INC 1801 S. GSW PKWY. 6.4 FIC LUMBER PROJECT: CENTEX 3703 8 & 0 DATE: 1B Dec 1992 F7 GRAND PRAIRIE. TX 75051 __F01 OL Tc 7 2X4 #2 N SP LAYOUT I F -1 k-IMC. "TL LL BC 0 WEBS 5 (214) 660-3940 _PLWrE_A_AEW. D: 384 33.33 DL BC 10 2X4 #3 SP ADDRESS: 1 L MEMBER TRUSS PLATE INSTITUTE S I SCALE: TOTAL 47 EXCEPT AS MAY BE NOTED 1/8 I I L104MA SHALL TE OF THE SPECIFIED MINIMUM GRADES. 5) CO—ECTUR PLATES SHALL BE INSTALLED SfMNIETRICALLV ON 101 ALL TENSION CHORD MEMaE:S ASSUMED TO BE COflyiNUOUSLY 13) ":0" INDICATES LATERAL BRACING MEMBER (IX4 MIN SPECIES. AND 9X MAXIML04 MOISTURE CONTENT. OR SUCH THAT THE JO I NT BRACED BY EIIHEA 3/8" 1 114) PLYWOOD SHEATHING. t12' 14) INSTALLATION ANG EPECIION OF THE TRUSS. PERMANENT. AND 15 OF HIGHER ALLOWABLE STRESS VALUES. ALL V ALLIES USE" 5) 1 OP CHORD SPLICES ARE NOT RECOMMENDED TO OCCUR (MIN) DRYWALL DA BRACING MEMBERS SP ACED 20' 0 C IMAX) TEMPORARY SAX CING SHOULD BE 00flE IN ACCORDANCE WITH Fop DEST GN ARE BASED ON THE LATEST EDITION OF THE NA_ OIKCILY ABOVE A BOTTOM CHORD SPLICE. UNLESS NOTED OTHERWISE CURRENT TPI BRACING 040 ERECTION PUBLICATIONS TIONAL DESIGN STANDARDS PUBLISHED BY THE NATIONAL 7) V-2000 APPROVAL NUMBERS: UBC 2342, FHA TCB 2014. SOCC III ALL COMPRESSION CHORD MEMBERS ASSUMED TO BE CONTINLJOUSLY15) THIS DESIGN CONFOAMS 70 CURRENT TPI DESIGN SPECIFICA- FOREST PP40LICTS ASSOCIATION. 7P51. BOCA FILE 86-125 BRACED BY EITHER 3/0' (MIN.) PLYWOOD SHEATHING. 112" TIONS FOR METAL PLATE CONNECIED WOOD TRUSSES AND 2j THIS DESIGN IS BASED ON CLARY CONNECTOR PLATES ONLY 81 THIS TRUSS HAS BEEN DESIGNED FOR THE LOADING SHOWN (MIN.) DRYWALL OR SPACING MEMBERS SPACED AT ifi' O�C. QUALITY STANDARDS FOR TRUSSES. 3) CONNECTOR PLATES SIZES ARE BASED ON AXIAL FORCES ONLY. ON THIS DRAWING. 114STALLATION AND USE SHALL CONFORM (MAXI, UNLESS NOTED OTHERWISE. IN NO MEMBER OF THE TRUSS MAY BE CUT OR MODIFIED IN ANY WAY, 41 CONNECTOR PLATE SIZES AM CALLED OUT WIDTH (ACROSS SLOTSI WITH THIS DESIGN 12) HE INDICATES BEARING LOCATION. 171 SPECIAL HANDLING CARE SHOULD BE TAKE"DURING SHIPPING AND M4 SLOTS) AND THE ORIENTATION OF THE 9) THIS DESIGN IS APPLICABLE TO SHORTER SPAN TRUSSES OF ERECTION OF TRUSSES SEE mID-91 FOR RECOMMENDATIONS :y..LECN".11L" (ALT THE PLATE LENGTH. IDENTICAL LOADING AND CONFIGURATION -CONFIGURATION AND LOADING SPECIFIED BY FABRICATOR -ADDITIONAL PLATING FOR HANDLING TRUSSES IS RESPONSIBILITY OF FABRICATOR, -TjijS 1809S 15 DESIGNED 0141Y FOR THE IOADS SHOWN PF40VISIO14 FOR fill PPEVEIIII(IN OF PONDING MNST HE MAOL AN[) IS NOT THE FIESPOUSIBIL11Y OF THE TRUSS FABRICA70FI OR CLARY. 2-8-0 74 PLF RLIN 6-0-0 4-6-11 6-1-5 6-1-5 4-6-11 F_ 1-5-14 #2 #2 #2 Max Height 3-4-3 12 380# 395# 452f 395# 256# 12 so# 5xk D> 3x4 3x4 w -!7 M 11 /\V/\\ 41 z" i 57# 12HO 142# 1420 950 249 1304# 138to 3x4 3x4 13.51542 f3.5154% 3xG 5X5 3x8 2-8-0 20 PLF 5-0-0 7-1-5 7-1-5 7-1-5 1-4-0 30-0-0 Forces(L-P) BUILDING TYPE: Enctosed Residentiat CODE: Standard Buitding Code (SBccI 1991) WIND SPEED: 110 mph MEAN ROOF HEIGHT: 13, TRUSS LOCATION: (Se) area UPLIFT CONNECTION REOUIRED: --!;?67 # AT EACH SUPPORT. NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW SEE NOTES 10 AND 11 ABOVE FOR BRACING REQUIREMENTS. NO trusses: I Maximum deflection occurred at bottom joint 03. Maximum Live Load Deflection of .251" (4116), Index-.251. (L/1434) Maximum Total Load Deflection of .394' (6/16). Index-.263. (L/g14) �> REV. 4-28-93 (WIND),4,., CLARY DIVISION PLATE TYPE: D.C. SPACING LOADING IPSF) TC LUM13EA TRUSS: 30'0' SH-6 ALPINE ENGINEERED PRODUCTS Inc V2000 2-0-0 LL TC 30 2X4 #2 Ds SP ENG. FOFt TRUE TRUSS INC leot s. Gsw PKwY. BC LUMBER PROJECT: CENTEX 3703 B & 0 DATE: 18 Dec 1992 GRAND PRAIRIE. TX 75051 6.4 DL Tc 7 2X4 #2 N SP m z (214) 660-3940 -PL—ATE-AAEK-.--- LL EC 0 WEBS LAYOUT TO: 396 OL BC tO 2X4 03 SP ADDRESS: S6CALE. MEMBER TRUSS PLATE INSTITUTE 33.33 TOTAI 47 EXCEPT AS MAY BE NOTED 1) LUMBER SMALL BE OF THE SPECIFIED MINIMUM GRADES. 51 COMELTOA PLATES SHALL BE IUSTALLEO SYMNEIRICALLY ON 10) ALL TENS1014 CHORD MEMBERS ASSUMED TO BE CONTINUOUSLY 131 A' INDICATES LATERAL BPACINe MEMBER Ij$A 14INJ SPECIES. AND t2X MAXIMUM MOISTURE CONTENT. OR SUCH THAT THE JOPAT BRACED BY EITHER 3/6- (MIN) PLYWOOD SHEATHIHG. 1/2* JAI INSTALLATION AIID ERECIIOII OF THE TRUSS. PERMAt4ENT, AND IS OF HIGHER ALLOWABLE STRESS VALUES. ALL VALUES USED r) TOP CHORD SPLICES ARE NOT RECOMMENDED TO OCCUR (MINI DRYWALL OR BRACING MEMBERS SPACED 10 0 � INAX) TEMPORARY BRACING SHOULD BE DONE IN ACCOPC"4CE WITH FOR DESIGN APE BASED ON THE LATEST EDITION OF THE HA- DIRECTLY ABOVE A BOTTOM CHORD SPLICE. LINLESS NOTED OTHERWISE CLIAPENT IPI BRACING AND ERECTION PUBLICATIONS. 7IONAL DESIGN STANDARDS PUBLISHED BY THE NATIONAL 71 V-2000 APPROVAL NUMBERS: UBC 2342. FHA ICS 2014, SBCC 11) ALL COWHESSIO14 CHORD MEMBERS ASSUMED TO BE CDNTItA)DUSLY15) THIS DESIGN CONFORMIS 70 CURRENT TPI DESIGN SPECIFICA- FOREST PRODUCTS ASSOCIATION. 7251. BOCA FILE 86-125 BRACED BY EITHER 3/6" (MIN.) PLYWOOD SHEATHING. 1/2' TIONS FDA METAL PLATE CONNECTED WOOD TRUSSES AF43 21 THIS DESIGN IS BASED ON CLARY CONNECTOR PLATES ONLY, 91 THIS TRUSS HAS BEEN DESIGNED FDA THE LOADING SHOWN (MIN.) DRYWALL OR BRACING MEMBERS SPACED AT 16' a C. DUALITY STANDARDS FOR TRUSSES. 3) CONNECTOR PLATES SIZES AM BASED ON AXIAL FORCES ONLY. ON THIS DRAWING. INSTALLATION AND USE SHALL CONFORM IMAX). UNLESS NOTED OTHERWISE, 161 NO MEMBER OF THE TRUSS MAY BE CUT OR MODIFIED IN AW WAY 41 CONNECTOR PLATE SIZES ARE CALLED OUT WIDTH IACPOSS SLOTS) WITH THIS DESIGN 121 INDICATES BEAPING LOCATION 17) SPECIAL HANIXINO CARE SHOULD BE TAKEN DURING SHIPPING AND BY LENGTH tALOW SLOTS) AND THE ORIENTATION OF THE 91 THIS DESIGN IS APPLICABLE TO SHORTER SPAN TRUSSES OF ERECTION OF TRUSSES SEE h15-91 FOR RECOMMENDATIONS SIZE CALL OUT IS THE DIRECTION OF THE PLATE LEMTK, TOEYtI&AL LOADIP -CONFIGURATION AND LOADING SPECIFIED BY FABRICATOR -ADDITIONAL PLATING FOR HANDLING TRUSSES IS RESPONSIBILITY OF FABRICATOR, -1111S TRV%S IS OFSIG14ED ONLY FOR IHt iOAOS SHOWN PHUVI5[ON FOR THE PREVENNOI4 OF PO?iOING MUST BE MADE ANLI IS NOt IH[ FIESPOUSIBILIly OF THE TRUSS FABRICATOR OR CLARY. 1-4-0 3-jo-f2 3-10-12 6-0-6 6-4-0 Max Height 7-4-3 74 PLF 12 t93iV2730 27180 44 IF 133# �:�224# 14# 1500 1340 bor 9520 9050 (3 51382 13 5)391 at" 20 PLF 3x4 5TIG 4xB ri Forcesll.-R) BUILDING TYPE: Enctosed Residential 7-9-6 7-4-8 6-4-0 CODE: Standard Buitcling Code (sBCcI 1991) WIND SPEED: 110 so 21-6-0 MEAN ROOF HEIGHT: 131 TRUSS LOCATION: (Se) area UPLIFT CONNECTION REGUIRED: AT EACH SUPPORT. NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW SEE NOTES 10 AND 11 ABOVE FOR BRACING REQUIREMENTS. No trusses: I maximum deflection occurred at bottom joint 113. Maximum Live Load Deflection of .044* (1/15). Inclex-.061, (L/5864) Maximum Total Load Deflection of .059' (1/16). Inclex-.064, (L/3739) �> REV. 4-28-93 (W1ND)A',F CLARY DIVISION PLATE TYPE: D.C. SPACING LOADING JPSF] TC LUMBER TRUSS: 21'6* SH-16 ALPINE ENGINEERED PRODUCTS Inc V2000 2-0-0 LL Tc 30 2X4 #2 N SP ENG. FOR: TRUE TRUSS INC jeof S. SSW PKWY. 6.4 BC LUMBER PROJECT: CENTEX 3703 B & 0 DATE: 18 Dec 1992 GRAND PRAIRIE. TX 75051 OL Tc 7 2X4 #2 N SP 1214) 650-3940 -PL--ATF--A`Wk-- LL sc 0 WEBS LAYOUT TO: CAE�296 33.33 DL PC 10 2X4 #3 SP ADDRESS: �r MEMBER TRUSS PLATE INSTITUTE IOTAL 47 SEAt�E- FXCFPI AS MAY BE NOTED 1/4 U LUMBER SMALL BE OF THE SPECIFIED MINIMUM SPACES, 51 CONNECTOR PLATES SHALL BE INSTALLED SYM4EIAICALLY ON 10� ALL TENSION CHORD MEMBERS ASSUMED TO BE CONTINUOUSLY 13) -0- INDICATES LATERAL BRACItIG MEMBER OXA MIN�I SPECIES. AND 19X MAXIMUM MOISTURE CONTENT. 04 SUCH THAT THE JOINT BRACED ay EITHER 3/8" (MIN) PLYWOOD SHEATHING, 112' 141 INSTALLATION AND ERECTION OF THE TRUSS, PERMANENT. AND IS of HIGHER ALLOWABLE STRESS VALUES. ALL VALUES USED 51 TOP CHORD SPLICES APE NOT RECONIMENDED TO OCCUR IMIMISORYWALL OR BRACING MEMBERS SPACED 10' 0 C� (MAX)� TEMPORARY SPACING SMOULD BE DONE 114 ACCORDANCE WITH FOR DESIGN ARE BASED ON THE LATEST EDITION OF THE"A- DIRECTLY ABOVE A 60TTOM CHORD SPLICE. UML S NOTED OTHERWISE. CURRENT TPI BRACING AF43 ERECTION PUBLICATIONS, TIONAL DESIGN STANDARDS PUBLISHED 6V THE NATIONAL 7) V-2000 APPROVAL NUMBERS: UBC 2342. FHA TCB 2014. SOCC III ALL COMPRESSION CHORD MEMBERS ASSUMED TO BE CONYItAMSLY15) THIS DESIGN CONFORMS 70 CUF44ENT TPI DESIGN SPECiFICA- F OAEST PRODUCTS ASSOCIATION. 725t, BOCA FILE 06-125 BRACED BY EITHER 3/8' (MINA PLYWOOD SHEATHING 212* TIONS FOR METAL PLATE CONNECTED WOOD TRUSSES AND 2 THIS DESIGN IS BASED ON CLARY CONNECTOR PLATES ONLY 81 THIS TRUSS HAS BEEN DESIGNED FOR THE LOADING SHOWN (MIN.) DRYWALL OR BRACING MEMBERS SPACED AT 16' a c. QUALITY STANDARDS FOP TRUSSES. 3; CONNECTOR PLATES SIZES ARE BASED ON AXIAL FORCES ONLY. ON THIS DRAWING. INSTALLATION AND USE SHALL CONFORM (MAX). UNLESS NOTED OTHERWISE. Ui) NO WENDER OF THE TRUSS MAY BE CUT OR MODIFIED IN ANV WAY. 4) CONNECTOR PLATE SIZES ARE CALLED OUT WIDTH (ACROSS SLOTS) WITH THIS DESIGN 12) gE INDICATES BEARING LOCATION t7l SPECIAL HANDLING CARE SHOULD BE TAKEN DURING SHIPPING A140 BY LENGTH (ALONG SLOTS) AND THE ORIENTATION OF THE 9) THIS DESIGN IS APPLICABLE TO SHORTER SPAN TRUSSES OF ERECTION OF TRUSSES SEE hIB-91 FOR PECOMMENDA71ONS PLATE LENGTH, IDENTICAL LOADING AND CONFI URAI ION -CONFIGURATION AND LOADING SPECIFIED BY FABRICATOR -REPETITIVE MEMBER STRESSES NOT USED. -ADDITIONAL PLATING FUR HANDLING IFILISSES IS RESPONSIBILITY OF FABRICATOR. -THIS TRUSS IS DESIGNED ONLY FOR THE LOADS SHOWN. PROVISION FOR THE PREVENTION OF PONDING MUST HE MADE AND 15 NOT THE RESPONSIBILITY OF THE TRUSS FABRICATOR OR CLARY. -ANTICIPATEU HORIZONTAL MOVEMENT LINDER 70TAL LOAD - 2" r-FALSE BOTTOM CHORD I WORMATION FALSE BOT 12-0-0 ON RIGHT. VEF171CAL SPACING-4-0-0. RUN 3-7-9 3-4-5 3-4-5 3-7-13 5-4-0 5-4-0 USE MINIMUM OF 2x4 PLATE FOR FASTENING FALSE SOT CHORD VERTICALS. USE 3x4 MIN. FOR SCARF ON FALSE SOT CHORD. t-5-14 02 #2 #2 02 02 TRUSS BOTTOM CHORD ABOVE FALSE BOTTOM CHORD MUST BE BRACED WITH 1X4 CONT. LATERAL BRACING AT 2.' D.C. MAX SPACING. Max Haight 7-4-3 74 PLIF 12 ,<:J 6 332# 384# 260# ]187 '0' -249# _9 24B# 12 123# 1", . 8411 1040 33# 104# 630 Of 1131f 11330 3x6 (3.5)44% 13.5)44% 3x4 20 PLIF _=�3 3.59 3 r� 3x4 3xG 12 12 3-7-8 5-4-0 4-0-0 6-8-0 ForceS(L-P) 1-4-0 BUILDING TYPE: Enclosed Residential 24-8-0 CODE: Standard Building Code (SBCCI 1991) WIND SPEED: 110 mph 14EAN ROOF HEIGHT: 131 TRUSS LOCATION: (Se) area UPLIFT CONNECTION RECAJIRED: 7f-I it AT EACH SUPPORT. NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW SEE NOTES 10 AND 11 ABOVE FOR BRACING RECAJIREHENTS. No trusses: I Maximum deflection occurred at bottom joint #2. Maximum Live Load Deflection of .372" (5/16), Index-.453, (L/796) Maximum Total Load Deflection of .583" (9/M. Index-.473. (L/508) p> REV. 4-28-93 (WIND),hr CLARY DIVISION PLATE TYPE: D.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 24*8" SHV-14 ALPINE ENGINEERED PRODUCTS Inc V_�!000 2-0-0 LL TC 30 2X4 02 Ds SP ENG. FOft TRUE TRUSS INC 1801 S. GSW PKIWY. BC LUMBER PROJECT: CENTEX 3703 B D DATE: 18 Dec 1992 GRANO PRAIRIE. TX 75051 5.4 DL Tc 7 2X4 #2 N SP (214) 660-3940 -VLATEAAEA-.--'—k-TNC--FOI:FSTL LL SC 0 WEBS LAYOUT TO: 656 33.33 DL BC 10 2X4 63 SP ADDRESS: MEMBER TRUSS PLATE INSTITUTE f0IAI, 41 EXCEPT AS MAY HE NOTED 3/16 1) LUMBER SHALL BE OF THE SPECIFIED MINIMUM GRADES. 5) Co"NECTUR PLATES SHALL HE 114STALLED SYMMETRICAtLI ON to) ALLCIENSION CHORD MEMBERS ASSUMED TO BE CONTI NUOUSL V 131 0- 114DICATES LATERAL BRACING WE MBE A (194 MIN.) SPECIES. "S"MAXIMUM MOISTURE CONTENT. OR SUCH THAT THE ';UINI SPA ED BY EITHER 3/8" THIN) PLYWOOD SHEATHING. 212' 141 INSTALLATION AND ERECTION OF THE TRUSS. PERMANENT. AND AM (NJ N) DRY WALL OR BRACING MEMBERS SPACED 20 Q C (MA'I TEMPORARY BRACING SHOULD BE DOW IN ACCORDANCE WITH IS OF HIGHER ALLOWABLE STRESS VALUES. ALL VALUES USED 6) TOP C ORD SPLICES APE NOT RECOMMENDED TO OCCUR HE I) No E C FOR DESIGN ARE BASED ON THE LATEST EDITION OF T NA- IRECTLI ABOVE A BOTTOM CHORD SPLICE, L44LESS T 0 OTHERWISE UPPENT TPI BRACING A14D ERECTION PUBLICATIONS. I TONAL DESI GN STANDARDS PUBLISHED By THE NATIONAL 7) V-2000 APPROVAL NUMDERS: UBC i?3A2. FHA TCB 2014. SBCC it) ALL COMPRESSION CHORD MEMBERS ASSL04ED TO 0E,CONTTNUDUSLY15I THIS DEST GN CONFORMS TO CURRENT TPI DESIGN SPECIFICA- FOREST PRODUCTS ASSOCIATION 7251. BOCA FILE 86-126 SPACED BY EITHER 3/8' (MIN.) PLYWOOD SHEAT NG- /2* TIONS FDA METAL PLATE COW4ECTEO WOOD TRUSSES OU40 I S DESIGN IS BASED ON CLARY CONNECTOR PLATES ONLY. 8) THIS TRUSS HAS BEEN DESIGNED FOR THE LOADING SHOWN (MIN.) DRYWALL 04 BRACING MEMBERS SPACED AT 16 O.C. DUALITY STANDARDS FOR TRUSSES. HI UNLESS 3) CONNECTOR PLATES SIZES ARE BASED ON AXIAL FORCES(*&Y. ON THIS DRAWING. INSTALLATION AND USE SHALL CONFORM (MAXI. NOTED OTHERWISE. 16) NO MEMBER OF THE TRUSS WAY BE CUT OR MODIFIED IN ANY WAY, 4) CONNECTOR PLATE SIZES ARE CALLED OUT WIDTH (ACROSS SLOTS) WITH THIS DESIGN 12) Em INDICATES BEARING LOCATION 17l SPECIAL HANDLING CARE SHOULD BE TAKEN DURING SHIPPING AND a,LENGTH (ALONG SLOTS) AND THE ORIENTATION Of THE 91 THIS DESIGN IS APPLICABLE 70 SHORTER SPAN TRUSSES OF ERECTION OF TRUSSES SEE 1418-91 FOR RECOMMENDATIONS S17F CALL OUT IS PLATE LENGTH. IDENTICAL LOADING AND CU14FIGURATIOIJ, -CONFIGURATION AND LOADING SPECIFIED BY FABRICATOR -REPETITIVE MEMBER STRESSES NOT USED. -ADDITIONAL PLATING FOR HANDLING TRUSSES IS RESPONSIBILITY OF FABRICATOR. -THIS TRUSS IS DESIGNED ONLY FOR THE LOADS SHOWN. PROVISION FOR THE PREVENTION OF PONDING MUST BE MADE AND IS NOT THE RESPONSIBILITY OF THE TRUSS FABRICATOR OR CLARY. ,-ANTICIPATED HORIZONTAL MOVEMENT LINDER TOTAL LOAD - 2" -FALSE BOTTOM CHORD INFORMATION FALSE SOT 12-0-0 ON RIGHT VERTICAL SPACING-4-0-0. USE HINIMKJN OF 2X4 PLATE FOR FASTENING FALSE BOT CHORD VERTICALS. 3-7-0 4-2-4 4-2-4 6-0-0 3-4-0 3-4-0 USE 3x4 MIN. FOR SCARF ON FALSE 801 CHORD. RUN TRUSS BOTTOM CHORD ABOVE FALSE BOTTOM CHORD MUST BE SPACED WITH IXA 1-5-14 02 02 #2 #2 #2 CONT. LATERAL SPACING AT O.C. MAX SPACING. Max Height 6-4-3 74 PLF t2 3x4 377# 3450 2360 Z' n3 3100 It X B. 12 2�78# 123# 040 1020 33# 105# 62# 3xG 11320 t1320 13.5144% f3.51442 T _41*5 700 __13.59 4xS 3 t-- 3x4 3x5 12 12 6.k5 20 PLF 3-7-0 A-2-4 6-2-4 4-0-0 6-8-0 1-4-0 #2 #2 02 02 BUILDIA_G TYWI...tnetosed Forces(L-P) 24-8-0 Residentfat CODE: *t&ndvd'8uf1dfnq Code (SOCCI 1991) WIND SPEED: m wo MEAN ROOF HEIGHT: 131 TRUSS LOCATION: (Se) area UPLIFT CONNECTION REQUIRED: _ 741 # AT EACH SUPPORT. NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW SEENOTES 10 AND 11 ABOVE FOR BRACING REQUIREMENTS. No trusses: I maximum deflection occurred at bottom )oint #2. Maximum Live Load Deflection of .337" (5/16). Inclex-.41. (L/878) maximum Total Load Deflection of .529' (8/16). Index-.429, (L/560) P> REV. 4-28-93 (WIND)AX_ CLARY DIVISION PLATE TYPE: D.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 24*8' SHV-12 ALPINE ENGINEERED PRODUCTS Inc V2000 2-0-0 LL Tc 30 2X4 #2 Ds SP ENG. FOA:* TRUE TRUSS INC 1801 S. GSW PKWY. SC LUMBER PROJECT: CENTEX 3703 8 & D DATE: 18 Dec 1992 GRANO PRAIRIE. TX 75051 6.4 -INC--r _PL DL TC 7 2X4 #2 Ds SP LAYOUT TO: (214) 650-3940 K -CIA LL SC 0 WEBS 632 33.33 DL SC 10 2X4 03 SP ADDRESS: SCALE: MEMBER TRUSS PLATE INSTITUTE IUFAL 47 FXCFPT AS MAY BE NOTED 3/16 0 LUM13ER SHALL BE OF THE SPECIFIED MINIMUM GRADES. 5) CONNECTOR PLATES SMALL BE INSTALLED SYM14ETRICALLY ON JO) ALL TENSION CHORD MEMBERS A5SUMED TO BE COHTIN(KIUSLY 131 0' INDICATES LATERAL BRACING MEMBER (04 MIN.) SPEC IES, AND t9Z MAXIMUM MOISTURE CONTENT, OR SUCH THAT THE JOINT SPACED BY EITHER 3/8- IMIN) PLYWOOD SHEATHING. 1/2- 14) INSTALLATION AND ERECTION OF THE TRUSS. PERMANENT. AND IS OF HIGHER ALLOWABLE STRESS VALUES. ALL VALUES USED 6) TOP Cm0R0 SPLICES ARE NOT RECOMMENDED TO OCCUR (MIN) DRYWALL OR SPACING MEMBERS SPACED 10' O.0 (MAX). TEMPORARY BRACING SHOULD 13E DONE IN ACCORDANCE WITH FOR DESIGN ARE BASED ON THE LATEST EDITION OF THE HA- DIRECTLY ABOVE A BOTTOM (_HORO SPLICE. UNLESS NOTED OTHERWISE. CURRENT TPI BRACING AND ERECTION PUBLICATIONS. TIONAL DESIGN STANDARDS PUBLISHED BY THE NATIONAL 7) V-24300 APPROVAL NL44DERS: UBC 2�2. FMA IC13 2014. SOCC 11) ALL COMPRESSION CHORD MEMBERS ASSUMED TO BE CONTINUOUSLY15) THIS OESIG"CONFORMS TO CLF44ENT TPI DES16H SPECIFICA- FOREST PAODUC IS ASSOCIATION, 7251, BOCA FILE 06-125 BRACED BY EITHER 3/8" IMIN.) PLYWOOD SHEATHING. 112' TIONS FOR VIETAL PLATE CONNECTED WOOD TRUSSES AND 21 THIS DESIGN IS BASED ON CLARY CONNECTOR PLATES ONLY. BI THIS TRUSS HAS BEEN DESIGNED FOP THE LOADING SHOW (MIN.) DRYWALL OR BRACING MEMBERS SPACED AT 16" D.C. QUALITY STANDARDS FDA TPA)SSES. 3) CONNECTOR PL A TES SIZES ARE BASED ON AXIAL FORCES Otty. ON THIS DRAWING. INSTALLATION AND USE SMALL COWORM (MAXI. UNLESS NOTED OTHERWISE. f6l NO MEMBER OF THE TRUSS MAY BE CUT OR MODIFIED IN ANY WAY. A] CONNECTOR PLATE SIZES ARE CALLED OUT WIDTH (ACROSS SLOTS) WITH THIS DESIGN 121 ES INDICATES BEARINO LOCATION 17) SPECIAL HANDLING CARE SHOULD BE TAKEN"INS SHIPPINS AND By I,= S) AND THE ORIENTATION OF THE 9) THIS DESIGN IS APPLICABLE TO SHORTER SPAN TRUSSES OF ERECTION OF TRUSSES SEE "18-91 FOR RECOMMENDATIONS SIZE L ZOmS SLOT THE PLATE LENGTH. IDENTICAL LOADING AND CONFIGURATION -CONFIGURATION AND LOADING SPECIFIED BY FABRICATOR -REPETITIVE MEMBER STRESSES NOT USED. -ADDITIONAL PLATING FOR HANDLING TRUSSES IS RESPONSIBILITY OF FABRICATOR. -THIS TRUSS IS DESIGNED ONLY FOR THE iOADS SHOWN. PPOVISIDN FDA THE PREVENTION OF POIJOI140 MUST BE MADE AND IS P40T THE RESPOUSIOIL11Y OF THE TRUSS FABRICATOR OR CLARe, -ANTICIPATED HORIZONTAL MOVEMENT LINDER 70TAL LOAD - 2* D> r-FALSE BOTTOM CHORD INFORMATION FALSE BOT 12-0-0 ON PI MT. VERTICAL SPACING-4-0-0. USE MINIMUM OF 2x4 PLATE FOR FASTENING FALSE SOT CHORD VERTICALS. 1-4-0 USE 3x4 MIN. FOR SCARF ON FALSE SOT CHORD. RUN 3-7-8 3-0-8 3-4-0 4-0-0 4-0-0 5-4-0 TRUSS BOTTOM CHORD ABOVE FALSE BOTTOM CHORD MUST BE BRACED WITH Ix4 CONT. LATERAL BRACING AT . O.C. MAX SPACING. 1-5-14 74 PLF Max Height 5-4-3 12 2710 2960 3450 236# 3x4 3x4 23650 39# 12 2360 12'3# 9 9 1, a 7\ 7# 104# 0# TV 0 D 330 106# 610 3x6 r 't -E !K t1310 [3.51,14% 13.5144% 71tio 3XG :�3 3.59 3 3x4 3x5 12 12 5)13 20 PLF 3-7-8 6-4-8 4-0-0 4-0-0 6-8-0 1-4-0 FarCeg(L_P) 24-0-0 BUILDING TYPE: Enclosed Residentfal CODE: Standard Buitding code (SBCCI 1991) WIND SPEED: 110 ffph MEAN ROOF NEIGHT: 13' TRUSS LOCATION: (Se) area UPLIFT CONNECTION REQUIRED: 7f-/ AT EACH SUPPORT. NET WIND PRESSURE BASED ON DEAD—LOADS SHOWN BELOW SEE NOTES 10 AND 11 ABOVE FOR BRACING REQUIREMENTS. No trusses: I Maximum deflection occurred at bottom )oint #2. Maximum Live Load Deflection of .379' (5/16). Index-.462. (L/781) Maximum Total Load Deflection of .595' 00/16), Index-.482. (L/497) [b REV. 4-28-93 (WIND)#Lr CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBER TRUSS: d4*8' SHV-10 ALPINE ENGINEERED PRODUCTS Inc V__'L.000 2-0-0 LL TC 30 2X4 #2 N SP ENG. FOR: TRUE TRUSS INC 1801 S. GSW PKWY. BC LUMBER PROJECT: CENTEX 3703 B & 0 DATE: 18 Dec 1992 GRAND PRAIRIE. TX 75051 6.4 DL TC 7 2X4 #2 N SP LAYOUT 1 4214) 660-3940 -PCWTE--ME`k�-- x_TkC—PO4--9TE LL SC 0 0: 7? X> WEBS C 702 DL SC 10 2X4 #3 SP ADDRESS: 'SCALE: MEMBER TRUSS PLATE INSTITUTE 33.33 TOTAL 47 EXCEPT AS MAY BE NOTED 3/16 I) LUMBER tHALL BE OF THE SPECIFIED MINIMUM GRADES. 51 CONNECTOR PLATES SHAtL BE INSTALLED SYMMETRICALLY ON 10) ALL TENSION CHORD MEMBERS ASSUMED TO BE CONTINUOUSLY 131 0' INDICATES LATERAL BRACING MEMBER (IX4 MIN.) SPEC IES, AND JgZ MAXIMUM MOISTURE CONTENT, OR SUCH THAT THE JOINT BRACED BY EITHER 3/8- (MIN) PLYWOOD SHEATHING. 1/2' 141 INSTALLATION AM ERECTION OF THE TRUSS. PERMANENT AND is OF HIGHER ALLOWABLE SIMSS VALUES. ALL VALUES USED 51 TOP CHORD SPLICES APE Plot RECOMMENDED TO OCCUR (MIN) DRYWALL OR BPACING MEMBERS SPACED SO' 0 C (MAX). TEMPORAPY BRACING SHOULD BE DOME IN ACCORDANCE WITH FOR DES I ON ARE BASED ON THE LATEST EDITION Of THE NA- DIRECTLY ABOVE A BOTTOM CHORD SPLICE. UNLESS NOTED OTHERWISE. CURRENT TPI BRACING AND ERECTION PUBLICATIONS. TIONAL DESIGN STANDARDS PLOL15MED BY THE NATIONAL 71 V-2000 APPROVAL ta)MOEF45: UBC 23A2, FHA TCB 2014. SKC III ALL COMPRESSION CHOAD MEMBERS ASSUMED 10 BE CONTINLIOUSLY15) THIS DESIGN CONFORMS TO CURRENT TPI DEST GN SPECIFICA- FOREST PRODUC IS ASSOCIATION, 7251. BOCA FILE 86-125 BRACED BY EITHER 3/6" (MIN.) PLYWOOD SHEATHING, 1/2' TIONS FDA METAL PLATE CONNECTED WOOD TRUSSES AND 21 THI S DESIGN IS 94SED ON CLARY CONNECTOR PLATES ONLY. 01 THIS TAUSS HAS BEEN DESIGNED FOR THE LOADING SHOWN IMIN.) DRYWALL OR BRACING MEMBERS SPACED AT 16" O,C. QUALITY STANDARDS FOR TRUSSES. 31 CONNE CTOP PLATES SIZES APE BASED ON AXIAL FORCES ONLY. ON THIS DRAWING. INSTALLATION AND USE SHALL CONFORM IMAXI. U14LESS NOTED OTHERWISE. f6l NO MEMBER OF THE TRUSS MAY BE CUT OR MODIFIED IN ANY MAI. 4) CONNECTOR PLATE SIZES ARE CALLED OUT WIDTH (ACROSS SLOTS) WITH THIS DESIGN 12) INDICATES BEARING LOCATION 171 SPECIAL HANDLING CARE SHOULD BE TAXEM DURING SHIPPING AJ40 BY LENGTH (ALONG SLOTS) AND THE ORIENTATION OF THE 9) THIS DESIGN IS APPLICABLE TO SHORTER SPAN TRUSSES OF ERECTION OF TRUSSES SEE HID-91 FOR RECOMMENDATIONS SIZE CALL OUT IS THE 1211KCTION Of THE PLATE LENGTH, IDENTICAL LOADING AND CONFIGURATION, -CONFIGURATION AND LOADING SPECIFIED BY FABRICATOR -REPETITIVE MEMBER STRESSES NOT USED. -ADDITIONAL PLATING FOR HANDLING TRUSSES 15 RESPONSIBILITY OF FABRICATOR. -THIS TRUSS IS DESIGNED ONLY FDA THE LOADS SHOWN. PROVISION FOR THE PREVENTION OF PONDING MUST BE MADE AND IS NOT THE RESPONSIBILITY OF THE TRUSS FABRICATOR OR CLARY. -ANTICIPATED HORIZONTAL MOVEMENT UNDER TOTAL LOAD - 2" *FALSE BOTTOM CHORD INFORMATION FALSE BUT 12-0-0 ON RIGHT. VERTICAL SPACING-4-0-0. USE MINIMUM OF 2x4 PLATE FOR FASTENING FALSE BUT CHORD VER71CALS. USE 3x4 MIN. FOR SCARF ON FALSE BUT CHORD. TRUSS BOTTOM CHORD ABOVE FALSE BOTTOM CHORD MUST BE BRACED WITH Ix4 RUN 3-7-0 6 4-4-8 6-0-0 4-0-0 6-0-0 CONT. LATERAL BRACING AT O.C. MAX SPACING. 1-5-14 02 02 02 74 PLF Max Height 4-4-3 3840 3700 3840 236# 12 3x4 3x4 3x5 2850 5. 1230 77# 1040 too# zx_/ 3xfi 33# 104# 640 t1300 1134# 71tio !��* (3,5144% f3.5J44% 4X8 3.59 3 r- 3xfi BATS X 12 12 20 PLF 3-7-8 4-4-8 6-0-0 4-0-0 6-8-0 #2 02 #2 02 1-4-0 24-6-0 Forces(L-P) WILDING TYPE: Enctosed ReSidentlat CODE: Standard Buitding Code (SBCCI 1991) WIND SPEED: 110 mph MEAN ROOF HEIGHT: 13 TRUSS LOCATION: (Se) area UPLIFT CONNECTION REQUIRED: 7.3 ? # AT EACH SUPPORT. MET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW SEE NOTES 10 AND 11 ABOVE FOR BRACING REQUIREMENTS. No trusses: I Maximum deflection occurred at bottom joint 02. Maximum Live Load Deflection of .347' (6/16). Index-.422, (L/853) Maximum Total Load Deflection of .544' (9/16). Index-.441. (L/544) [I_w, REV. 4-28-93 NIND)h,, CLARY DIVISION PLATE TYPE: D.C. SPACING LOADING IPSF) TC LUMBER TRUSS: 24*8' SHV-8 ALPINE ENGINEERED PRODUCTS Inc V_?000 2-0-0 LL TC 30 2X4 #2 Ds SP ENO. FOFt TRUE TRUSS INC 1BOJ S. GSW PKWY. BC LUMBER PROJECT: CENTEX 3703 B & D DATE: IS Dec 1992 GRAND PRAIRIE. TX 75051 6.4 OL Tc 7 WEBS 2X4 #2 Ds SP ?3F .0 121,!) 560-3940 -PCATE-KAFW.' 9 NC. L LL BC 0 LAYOUT 10: 6t8 33.33 DL OC 10 2X4 #3 SP ADDRESS: SCALE: MEMBER TRUSS PLATE INSTITUTE TOTAL 47 EXCEPT AS MAY BE NOTED 3/16 11 LUMBER SHALL BE OF THE SPECIFIED MINIMUM GRATTES. 51 COtINECIOR PLATES SHALL BE INSTAtIED S�MWETAICALLY ON 10) ALL TENSION CHORD MEMBERS ASSUMED TO BE CONTINUOUSLY 13) 0" INDICATES LATERAL SAACD40 MEMBER (IY4 klN�I r SPECI.5. AND In MAxIMUM MOISTUAIE CONTENT. OR SUCH THAT THE JOINT BRACED BY EITHER 3/9- (MINI PL YWOOO 504CA7111W, 112- 1AJ I"STAAtAII(VA AND EAECTIOIJ Or THE TRUSS, P1.91014111, AND I S OF "I totO ALLOWA*Lt STRESS VALUES, ALL VAiLIES U!AU 51 TOP Ck*'M SPLICES ARE NOT SECOMMEHOLD TO OCCUR IMIN) DAfMALL (01 BRACING MEMBERS SPACLU 20' 0 C (MAX). TEMPORARY&AACI"Q SHOL&D SE UONE IN ACCOMAOCL MIT" F OR DESIGN ARE SA SED ON THE LATEST EDITION OF THE NA- DIRECTLY ABOVIE A BOTTOM CHORD SPLICE. UNLESS NOUD OTHERWISE. CURRENT tPI PRACING AND ERECTION PUBLICATIONS. TIONAL OE51GN STANDAP-05 PUBLISHED BY THE NATIONAL 71 V-2000 APPROVAL NUMBERS. LOC 2342. FHA TCB 201A. SBCC 11) ALL COMPRESSION CHORD MEMBERS ASSUMED TO ft CO"71NUDUSLY151 THIS CESIGN CONFORMS 10 CURRENT TPI DESIGN SPFCIFICA- FOREST PRODUCTS ASSOCIATION. 7251, BOCA FILE 06-125 BRACED BY EITHER 3/0* (MIN.) PLYWOOD SHEATHING. 112" TIONS FOR METAL PLATE CONNECTED WOOD TRUSSES AND a, HIS DESIGN IS BASED ON CLARY CONNECTOR PLATES ONLY. BI THIS TRUSS HAS BEEN DESIGNED FOR THE LOADING SHOWN THIN.) DRYWALL OR BRACING MEMBERS SPACED AT t6* o,c. GUALITV STANDARDS FOR TRUSSES. 31 CONNECTOR PL A TES SIZES ARE BASED ON AXIAL FORCES ONLY. ON THIS DRAWING. INSTALLATION AND USE SHALL CONFORM (MAX). UNLESS NOTED OTHERWISE. 15) NO MEMBER OF THE TRUSS WAY BE CUT OR MODIFIED IN ANY WAY, 4) CONNECT OR PLATE S IZES ARE CALLED OUT WIDTH (ACROSS SLOTS) WITH THIS DESIGN 12) INDICATES BEARING LOCATION. 17) SPECM HANDLING CARE SHOULD BE TAKEN DURING SHIPPING AND BY LENGTH (�ONG SLOTS) AND THE ORIENTATION OF THE 91 THIS DESIGN IS APPLICABLE TO SNORTER SPAN TRUSSES OF ERECTION OF TRUSSES SEE HIS-91 FOR RECOMMENDATIONS �11L.Cm t out is THE DIRECT ION OF THE PLATE LEW21K, IDENTICAL LOADING AND CONFIGURATION -CONFIGURATION AND LOADING SPECIFIED BY FABRICATOR -REPETITIVE MEMBER STRESSES NOT USED. -ADDITIONAL PLATING FOR HANDLING TRUSSES IS RESPONSIBILITY OF FABRICATOR. -THIS TRUSS IS DESIGNED ONLY FOR THE LOADS SHOWN. PROVISION FDA THE PREVENTION OF PONOING MUST BE MADE AND IS NOT THE PESPONSIBIL17Y OF THE TPUSS FABRICATOR OR CLARY. -ANTICIPATED HORIZONTAL MOVEMENT LINDER TOTAL LOAD - 2" D>,*-FALSE BOTTOM CHORD INFORMATION FALSE SOT 12-0-0 ON RIGHT VERTICAL SPACING-4-0-0. USE MINI" OF 2x4 PLATE FOR FASTENING FALSE BOT CHORD VERTICALS. USE 3g4 MIN. FOR SCARF ON FALSE 601 CHORD. TRUSS BOTTOM CHORD ABOVE FALSE BOTTOM CHORD MUST BE BRACED WITH 1X4 CONT. LATERAL BRACING AT ?' D.C. MAX SPACING. RUN 3-7-8 3-tO-4 A-t-12 4-0-0 3-2-4 3-5-12 74 PLF 1-5-14 Max Height 3-4-3 2300 2961 301# 266111 2360 itat 12 2110 3x4 3x4 2" 3x6 123# 96# 040 81# 3x6 33# 105# 629 I t In -Wo 1132# 1132# 3xB 13.51441 13.514AX _.:�3 3.59 3 r-- 3x4 3x6 12 12 airs 20 PLF 3-7-8 6-2-12 4-1-12 A-0-0 6-8-0 1-4-0 24-8-0 Forces(L-R) BUILDING TYPE: Enclosed Residential CODE: Standard Building Code (SBCcI 1991) WIND SPEED: 110 q* MEAN ROOF HEIGHT: 131 TRUSS LOCATION: (Se) area UPLIFT CONNECTION REQUIRED: 0 AT EACH SUPPORT. NET WIND PRESSURE BASED ON DEAD LOADS SHOW BELOW SEE NOTES 10 AND 11 ABOVE FOR BRACING REQUIREMENTS. No trusses: I Maximum deflection occurred at bottom joint #3. Maximum Live Load Deflection of .44* (7/16). Index-.535. (L/673) Maximum Total Load Deflection of .69" (11/26). Index-.559. (L/429) RECOMMENDED CAMBER: .38* �> REV. 4-28-93 (WIND) kr CLARY DIVISION PLATE TYPE: D.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 24'8' SHV-6 ALPINE ENGINEERED PRODUCTS Inc V 2X4 #2 N SP ENO. FOR: TRUE TRUSS INC L 1801 S. OSW PKIWV. -2000 2-0-0 LL Tc 30 GRAND PRAIRIE. TX 75051 6.4 DL TC 7 8C LUMBER 2X4 #2 N SP PROJECT: CENTEX 3703 B & 0 DATE: 16 Dec 1992 4214) 660-3940 _P-LA-rE-AAEK-.—t-TW�—FWSTL LL BC 0 WEBS LAYOUT ID: 562 33.33 DL Bc 10 2X4 #3 SP ADDRESS: SCALE MEMBER TRUSS PLATE INSTITUTE 225-h.s. 47 EXCEPT AS MAY BF NOTED 3/16 01 US Y ,IT,�gl ............."a js pa"Olddl S—S Y, 3t. V,*"soul Ta slul usw.)* 10 v-100 001 m lzp Z) _ZZ OTJI V3 OP 414,