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Permits 1600 Linkside Dr (vault) ADDRESS BUILDING PERMIT NUMBER INSPECTIONS: FOOTING UNDER SLAB PLUMBING I - SLAB ;? _-� FRAMING �e ' 'q� jl� y COVER-UP 102l 'qa INSULATION l I- sy- '3 FINAL BUILDING �" V 3 CERTIFICATE OF OCCUPANCY 1 2- ZZ3 ELECTRICAL PERMIT # 74 INSPECTIONS ROUGH d FINAL MECHANICAL PERMIT # 7376- PLUMBING PERMIT # { NOTES: CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD V ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 INSPECTION EMAIL REQUEST: Building-dep�Leoab.us Application Number . . . . . 07-00000726 Date 6/07/07 Property Address . . . . . . 1600 LINKSIDE DR Application type description WELL PERMIT Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 ---------------------------------------------------------------------------- Application desc WELL ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ VELEZ, LUIS WILLIAMS WELL DRILLING INC P. O. BOX 330567 ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233 (904) 241-8489 ------------------------------------------------------------- --------------- Permit . . . . . . WELL PERMIT Additional desc . . Permit Fee . . . . 35 . 00 Plan Check Fee . 00 Issue Date . . . Valuation . . . . 0 Expiration Date . . 12/04/07 ---------------------------------------------------------------------------- Special Notes and Comments A reduced pressure zone type backflow preventer must be installed on the property owner' s side of the City water service . The backflow preventer must be tested by a certified tester and a copy of the results sent to Public Utilities . ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due Permit Fee Total 35 . 00 35 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 35 . 00 35 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. w , rsy5��r�J! CITY OF ATLANTIC BEACH PERMIT BUILDING /ZONING DEPARTMENT APPLICATION # i= 800 Seminole Road v~ Atlantic Beach,Florida 32233 ! f. (904)247-5800 (904)247-5845 Fax www.coab.us APPLICATION TRACKING FORM REQUIRED DEPT: l/,, Y N PLANNING Property Address: / w �� D� Z Y N BUILDING N PUBLIC WORKS Applicant: (/V /`/e1-►� S £�� 0 Y N PUBLIC UTIL /'' Y N PT. Project: �[/ �� Y N PUBLIC SAFETY wAPPROVAL RECEIVED U REQUIRED AGENCY: BY: INITIAL: DATE: Z LU Y N D.E.P HUFSTETLER o: 4 Y N SA.R.W.M. CARPER LU UJ Y N ARMY CORPS of ENG CARPER O Y N RE OTURS HUFSTETLER APPLICATION STATUS DEPT: SITE BUILDI42NDREV P REVIEWED BY: INITIAL: DATE: PLANNING& ❑ ❑ DOERR/HALL ZONING ❑BUILDING DEPT. ❑ ❑ ❑ HUFSTETLER 3RD REV ❑ ❑ 1 ST REV ❑ ❑ PUBLIC WORKS ❑ ❑ 2ND REV ❑ J ❑ CARPER 3RD REV 1111-1 C 1ST REV ❑ 0 PUBLIC UTILITIES ❑ 2ND REV 1:1 1:1KALUZNIAK 3RD REV ❑ 1-1 1 ST REV ® ❑ FIRE DEPT.COMMENTS FIRE DEPT. ❑ ❑ 2ND REV 1:1 El ENTERED INTO AS4 0 3RD REV ❑ ❑ Return this form to the Building Department once you have entered your comments into the AS400. s) � J3i c}ia CITY OF ATLANTIC BEACH WELL PERMIT APPLICATION Date ,�� , �� O Owner's Name/ ,/ (/� 6L;-,7— Address: Well Address (if different than above): Well Location on Property (i.e. northeast corner, etc.) Well Installation Contractor: Ao "e- Contractor License No.: Phone: FAX: Contractor Address: �� C�'p E� C7 �1 �- Check Use of Well: Domestic Irrigation Other Estimated- Well Depth: Casing Depth: Screen Interval from,�?to j Well Diameter: Casing Material Is address currently connected to the City water system? Is address currently connected to the City sewer system? Has a Well Permit been obtained from the City of Jacksonville?/ &C'Permit# Does the well require a permit from the St. Johns River Water Management District? (Not required for wells under 2-inches diameter installed by resident or wells under 6- inches diameter if installed by licensed well contractor). /'f; If permit is required,note Permit Number and attach a copy. NOTE: WHENA WELL IS INSTALLED ON YOUR PROPERTY, YOUMUST INSTALL A REDUCED PRESSURE ZONE TYPE BACKFLOW PREVENTER ON THE CITY WATER SERVICE, ON THE CUSTOMER'S SIDE OF THE METER_. THE BACKFLOW PREVENTER MUST BE TESTED BYA CERTIFIED TESTER AND A COPY OF THE RESULTS SENT TO THE PUBLIC UTILITIES DEPARTMENT. b CITY OF Office of Building Official REQUEST FOR INSPECTION Date Permit No. Time NiA Received Job ,fildress j� c ality Owner's NameContractor B llL:I7CONCRETE < F�LUM MECHANICAL naming Footing Rough Wiring ..h Ai,Can Re Roofing E, Slab E Temp Pole r-- Top Out <-Heating Insulation 11 Lintel F-1 Final El Sewer E Fire Place Pre Fab READY FOR INSPECTION A.M. Mon. Tues. Wed. Durs, Friday A.M. Inspection Made -PM, Inspector Final Inspection 0 Certificate of Occupancy 1.X10% 0 -tr Date .� 4a, {tic e PE�i4N A of c FOR �� `�� y° NEQVEg�i permit No, pM• �-. ��a\yky 4 fU °na eeNed contractor P�-uMB`NC Geatm9 G place Pddrj E,CpL G ¢°�Oat G Pere Pab P•M // oag Wir;n9 Se er P•M' Q'Nner'5 CpNCRE�E G '(emP poAe Prtday/ Name ung G Pwat SpE��CN rs• gV�t- gta gE A Pramm9, C vete\ � Re Ptootm9 WpM ied' o e `O ano G tnsu\atrO F\nat\r\nsp cCq Tues certrt\cake of Date Mon• wae6on Made \nspedkor CITY OF 4N4044 B" Office of Building Official S'7J rry REQUEST FOR INSPECTION Date Permit No. z�3 TimeA.M, Received P.M. egv I C_? Job Address Locality Owner's Name Contractor BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing 0 Footing 1] Rough Wiring D Rough E Air Cond.& El Re Rooting E Slab 0 Temp Pole El Top Out E Heating Insulation 11 Lintel D Final C Sewer LE Fire Place Pre Fab READY FOR INSPECTION A.M. Mon. Tues. Wed, Thurs. Friday-P.M. A.M. Inspection Made PM Inspector Final Inspection E Certificate of Occupancy ( Date Q.Tert"t-firate of Mccupancu (situ of Atlantic :46=4 — Nloriba igrpttrttnent of Nuilbing Inspection This Certificate issued pursuant to the requirements of Section 103.8 of the Southern Standard Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances regulating building construction or use. For the following. Use Classification Sitigie FAr-ii.i.y. X£'sj-&_)ict; Bldg. Permit No. I`63 Group /1 came Type Construction es ;. Fire District At i ,i ti c Y,Et ch Owner of Buildingf0CMtCX Rual Etitcl E Address 662G Sous p 'at Drl.ve aexu."-h : . 1 3221ti6i Bu idc DrivtLocalityAt-jat :'ir Air rl19 r-h 1Y3i 7 By: D C. FOR Building Off' al Date: POST IN A CONSPICUOUS PLACE MAP SHOWING BOUNDARY SURVEY OF FNOTE.:�BEARINGS OT _ BLOCK AS SHOWN ON MAP OF SEL Pq ,(�rt/.�GEmf e-IyIT 2 RDED IN PLAT BOOK _.L PAGES OF THE CURRENT PUBLIC RECORDS OF DUVAL CO., FLA. FOR: 9=60CX NAW-1 6411009WREZA W SHOWN HEREON ARE BASED ON THE ABOVE MENTIONED PLAT. ! 1993 6'AJ4,n and Zoning x 14 Af IN rz Ca T /Jl LoT /d9 w J � ,a<< finer ,.�. �•.v.�fw«s Ol�ViCI11l v f. ,.;• ;� � as� W W� ,At/t At_/&",i9* 24.40' 1, &r/,lSL/v C 11l1lexX91,6 , &I Ve /Iw..E• ate-..w. • .iwwa c/t./w�.w./. //1 ♦9� et rQss Tin Ala9'/l-Jlal /•lwJfLf✓• ?\\ � 7 k �� CD � } C _ . f , . . ^ `D � � O � ca M % £ � \/\ CA C, o g D\ \ . CA 10 3 g «&\ \ \ \ . ypp %/ � 7 . #9 C%I Of 'J4 /' rksva _T00 'C:% l� � O��w�� FQA SNS Com/ 4 n M• V name ved f GOntract0+ P�Mg1N�' C NBati+Puce Rece+ s Rou out Fp a Fab ,ob Pdd+estoe e� 0 5 one+s CU CC of- ^� 1F Ra pole �pN Fr\day Nam„p\NG S� 9 oY Foa ws �� Tnuts U � A 6+anm9t.+n9 G `+nte R� Wed- PM' sPe�4oancy Ra Roo n F nab\n of occuP �nsu�at+O oe +tIcatie Cues' �oace Mon' Made t p cc osped\0 C�iD �`i �nsPeGto+ t t� AS 0 CITY OF r�G!ccatic r°tc�tic — �lo�cu+�t 800 SEMINOLE ROAD ATLANTIC BEACH,FLORIDA 32233-5445 TELEPHONE(404)247-SM FAX(404)247-5805 NOTICE TO: Water Department FROM: Building Department DATE: Please be advised that the final building inspection has been completed on each of the following addresses and construction Water is no longer needed: Permit Number Address -slCnrely, Building Department TRANSMITTAL DOCUMENT FOR JEA DATE: ` /-- � 3 The following permits have passed "rough" inspection: Permit No. Address 0 C, Rtnax�xxssa3xmmexxxxxxg*dLun*moep bemxcc&xbkoxVG3= *m. Please update your records accordingly. hank yo , A BUILDING CLERK CITY OF ATLANTIC BEACH /vcb DATE• 1 � "� , PRE-SERVICE DIVISION JACKSONVILLE ELECTRIC AUTHORITY 233 WEST DUVAL STREET JACKSONVILLE, FLORIDA 32202 THE FOLLOWING FINAL INSPECTIONS) HAVE BEEN MAGE AND ARE: SATISFACTORY : 775-z , A 0 0___ -------------- - -- ------ -------------------------------------------------- ----- --------------------------------------------------- ------ ' ------------------------------------------------- _____ ------------------------------------------------ - Enclosed are the blue copies of the permits. SINCERELY, BUILDING INSPECTION DIVISION cc:FILE r �1 i PTY OF ATLANTIC BEACH, FLORIDA a � w APPwO�+��bY APPLICATION FOR EL CAL PERMIT J� 0-v TO THE CHIEF ELECTRICAL INSPECTOR: DATE:,. _z _ IMPORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS. WHICH ARE A PART HEREOF, AND IN ACCORDANCE WITH THE ELECTRICAL REGULATIONS.CODES AND CITY OF ATLANTIC BEACH ORDINANCES. /,/pA ldw� '4/ ' • y� '+• K c j/f�JI ELECT ICAL FIRM: MASTS ELECTRIC16N SIGNATURE NAME,. �fv c�X V <5 ADDRESS:./ , (�,f1�1 �SRFD BOX,,,__.... BLDG.SIZE BETWEEN: RES.(V► APT.t ! COMM.( ! PUBLIC,( } INDUS.( } NEW FOLD t ! REW.( 1 i ADDITION 1 ! TRAILER t ! TEMP.( } SIGNS 1 ! SO.FT. SERVICE: NEW(INCREASE 1 ! REPAIR t I FEE CONDUCTOR SIZE &2AMPS COPPE M OR 8 E ER PH W VO Cz EXIST.SERV.SIZE AMPS PH . W VOLT RACEWAY FEEDERS NO. SIZES NO. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL 0.s0 AMPS. 31400 AMPS. SWITCHES INCANDESCENT FLUORESCENT&M.V. FUND 0.100 AMPB. I OVSR APPLIANCES BELL TRANSF. i' AIR H.P.RATING H.P.RATING CONDITIONING COMP.MOTOR OTHER MOTORS AMPS CEIL HEAT: KW-HEAT i: is j• 0.1 OVER MOTORS H.P. VOLTAGE PHS NO. i N.P. VOLTAGE PHS —,MIS ELLANEOUS ' CITY OF 4&4M40 BWC4-09" -7310 P Office of Building Official -73-75- �1 REQUEST FOR INSPECTION 77 Date " ~ '" -S Permit No. F- 19 " Time A.M, Received --_P.M. Job Address Locality i Owner's -- Name Contractor /r BUILDING ELE CONCRETE CTRIC PWMBIN MECHANICA ing Footing ❑ g firing oug ❑ Air Cond.8 Re Roofing C \ Slab ❑ Temp Pole ❑ Top Out /K1Heating Insulation ❑ Lintel ❑ Final ❑ Sewer ❑ Fire Place Pre Fab READY FOR INSPECTION A.M. j Tues. Wed. Thurs. Friday P.M. f c� Inspection Made t?' �j Inspector_ j„L Final Inspection❑ Certificate of Occupancy❑ Date ---------- TRANSMITTAL DOCUMENT FOR JEA DATE: /0 -,,-1 7 5;3 The following permits have passed "rough" inspection: Permit No. Address Sri 1660 gnma)cmsxkx3mexxx=x3(bdLua*xma}dxmxcafxxbkex4mmxd*=. Please update your records accordingly. Thank you, BUILDING CLERK CITY OF ATLANTIC BEACH /vcb a 7310 DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH j PI�I1I ' INFORMATION .� -..-� -- LC3CATION II!IF`C3I+IATtN ^ - ._ .� I?: rn�tit N ber, 7310 �.ddres� : 1600 'LINKSInB; DRIVE Perm Type: PLUt4BIAIC�" ATLANTIC BEACH, FLORIDA 32233 ass of Work* aonttr Type WOO FRAMZ Lot : 43 B1 Oct: Section Pr�xpotei:d UBe SINGLE FAMILY Township: I�I�CI� � Dve Cade. 0 Subdivision: ELVA LINKSIDE 4 Itt"�"d Vitlue d 564 .1;}D f. rq 4 f ' APPLICATION FEES a ,r : PERMIT $64 w; � . dIe ESB DRIVE WA's' I�4I'ACT EB $O T Ph . . yp O RADON: GAS-Hp.R.: 3. $0 .00 a E it 00 SBW TAP : ... .00 k N. I S WA : N LUMB I1�t � _ 's JACKLE, FLA. 32210 HYDRAULIC SHADE $0.00 E L eD ^ , �`, Type* 4 CAP,TTAL.` IAIPI�OVE p Sy,BC.H IX FACT RB.E A4 O. 0th, � Vt l i NOTICE -ALL CONCRETE,FORMS AND FOOTINGS MUST BE INSPECTED BEFORE POURING PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER # ;PAlLURE Tt COMPLY WITH THE MECHANICS' LIEN LAW C if RESULT IN ' 'M ":P P 1" WN�A PAY filG T1AfI E FOR BUILDING lMP'ROYEMENTS." ISSUED ACCORDINGt TO APPRO ED PL S WHICH`ARE PART OF'.THIS PERMIT AND, 9XI[AftM, ME. U9714793 ��CT TO; ., � FOR itIOLATi N OF',APPLI'CABLE PROVISIONS O .LAW. I IEp 364.4Q.; RECEIPT NllWv." 105M ;'.AILAI�dT#. ,"BEACH""BUIL ING DEPARTMENT 777,77 BY, CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT o JOB LOCATION: -- --��_��..��----- ---------�------------------- � PLUMBING CONTRACTOR: INC" ,.�'7. 7..__ 77, -- fi LICENSE NUMBERS:-------------------------------------`------------------ OWNER -------------- -- -------- - ------------------- "= --------- BUILDING CONTRACTOR :_-- _-- == --------------------------- TYPE ---TYPE OF BUILDING: ------- � ---- ---------------------------- SINKS ____ __SHOWERS LAVATORY _____�7DISHWASHERS_WTER HEATERS BATH TUBS _ URINALS / _____DISPOSALS CLOSETS ___WASHING MACHINE FLOOR DRAINS OTHER 1) FIXTURE COUNT .G, Lk -------------------------------- -------------------------- INSTALLATION OF PLUMBING AND FIXTURES •MUST BE 'IN ACCORDANCE WITH THE MOST RECENT EDITION OF THE SOUTHERN STANDARD PLUMNBING CODE.-!,: - - f psq�ea4 . ' 0EPARTNIgNT OF BUIL,QING; CITY OF ATLANTIC BEACH f �..� PERMIT INFORMATION .-___. LOCATION. INFORMATION -� ► Num r'r7 1600 LINKSIDE DRIVE F ',.t T Ir�c' ME HANICAL ATLANTIC BEACH, FLORIDA 3223 N rr NEN � . _�. _ LEGAL, Off«C"RIE��'It}N ..� r. ' pe,, NOOD F LAME t �� zlock Section: Prap ed �3 SLNOL E AMII, Town Shi R�tO�. � Code0 ubdvisa ?xr. SI.v� LINKSIIE I # d ' Value- 0 . Impr' C Rt : 0 .0 tot A-1 A ur $47 .00 a FrEl I « _ TION 4- APPLICATION FEES { PERMIT 47 .00 1A" IMPACT` EE 0 00 { E DRIVE k4 A F'LOR I � '� �4 N Ems' . 4° F7ATRa. E NER/TAP 000 i RADON GAS-H.R.S » $0 00 A ' RI RADON GASCO RA M, ";IMPROVE . IMP5R�DVE �0 a.OJ . ?tCAIITAean 0 005149- BLASROAD SEWER TAP ; C LE,: FL 32217 HTICAULIC SHARE � D . I I Type: Q CROS CONNECTION 0 -0 9 04 CON SC--OTH1£R M j NC)TE&, eF ftp 1 , -NOTICE.—ALL CONCRETE FORM AND FOOTINGS MUl3T 8E INSPECTED 13EFORE POURING PERMIT V010 SIX MONTHS AFTER DATE OF ISSUE BUILDING MATERIAL,RUBBISH AND DEBRISF'ROM THIS WORK MIDST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND-HAULED AWAY BY EITHER:CONTRACTOR OR OWNER ISFAILUIRE TO, P Y WITH THE MECHANICS' LIEN LAW CAN RESULT IN THS'PROPERTY OWNER- PAYING TWICE FOR BUlLINC IMPRtlVEMENTS.42M, FA FOR 14" " I'��SUED ACCf7FtDING TO'APPROVED PLANS WHICH ARE PART OF THIS,PERMIT AND`S CT TO I W. FOR 'Vi t3LAT1ONOF APPLICABLE PROVISIONSO1=LAW. #47.00 IIIIPi one: 11= A"TLAW,,"C: CH BUILDING DEPA TMENT s BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH ATLANTIC BEACH, FLORIDA 82288 73 ?I'� J APPLICATION FOR MECHANICAL PERMIT CALL-IN NUMBER IMPORTANT — Applicant to complete all items in sections I, II, III, and IV. 1600 LINKSIDE DRIVE LOCATION Street Address: ._ OF Intersecting Streets: Between SEMINOLE ROAD And ATLANTIC BLVD. BUILDING Subdivision C F 1 V A T T N K S T n E ' I-D II. IDENTIFICATION — To be completed by all applicants . In consideration of permit given for doing the work as described in the above statement we hereby agree to perform said work in accordance with the attaci�ed plans and specifications which are a part hereof and in accordance with the City of Jacksonville ordinances and standards of good practice listed therein. Name of Mechanical Contractors Contractor (Print) MANDARIN HEATING AND AIR Master CACA12623 Name of Property Owner CENTEX HOMES 3 Signature of Owner Signature of or Authorised Agent Architect or Engineer III. GENERAL INFORMATION A, Type of heating fuel: B. IS OTHER CONSTRUCTION BEING DONE ON �)—qj 'd Electric THIS BUILDING OR SITE YES ❑ Gas—❑ LP ❑ Natural ❑ Central Utility IF YES, GIVE NUMBED�6 CONSTRUCTION E3 Oil PERMIT Q Other — Specify IV. MICHANICAL EQUIPMENT TO 1E INSTALLED NAjURE OF WORK (Provide complete list of components on back of this form) 1_yl( Residential or ❑ Commercial Heat ❑ Space ❑ Recessed X"Central O Floor Z New Building 12�Air Conditioning: ❑ Room $ Central 13Existing Building DUCT B 0 ARS, FLEX 1 z ❑ Replacement of existing system Duct System: Materia ieknas .L Maximum capacity ] 9 n n c.f.m. Z� New installation(No system previously installed) f ❑ Refrigeration ❑ Extension or add-on to existing system ❑ Cooling tower: Capacity g.p.m. ❑ Other — Specify ❑ Fn sprinkler: Number of hoadL ❑ Elevator ❑ Monlift ❑ Escalator (number) THIS SPACE FOR OFFICE USE ONLY ❑ , Gasoline pumps (number) (Raeoived) ❑„ Tanks (number) Remarks ❑ LPG contains M (number) ❑ Unfired pressure vessel ❑ Boilers Permit Approved by lam Q Other — Specify Permit Fe- LIST ALL EQUIPMENT Alit CONDITIONING AND REFRIGERATION EQUIPMENTCapaci ' Number Units Dwcslptioa Yodel Number Manufacturer ( )y A�provinr UL 10. 0 nnll//� ///3CITY OF 4&a4&-c ew4-49 Office of Building Official V REQUEST FOR INSPECTION ;2 Permit Date Permit No. / T �✓ Time A.M. Received P.M. /(e� /(a6 rO� �K:- Job Address Locality Owner'sf� � f F ' Name Contractor (;�. F- BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing ❑ g ❑ Rough Wiring ❑ Rough ❑ Air Cond. & ❑ Re Roofing ❑ Slab Temp Pole ❑ Top Out 7. Heating Insulation ❑ Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION A.M. Mon. Tues. Wed. Thurs. .vf Friday P.M. A.M. ' Inspection Made P.M. Inspector - Final Inspection ❑ Certificate of Occupancy ❑ Date CITY OF 4&6& Bw*4-09" Office of Building Official REQUEST FOR INSPECTION Date Per i No, Time Received A"c R% Per No, J dress Locality al Owner's LILL,' Name t_z_�w —Contractor— BUILDING CONCRETE ELECTRICAL <M!N G F MECHANICAL Framing "D Footing E- Rough Wiring E, Roug Air Cond.& 0 Re Roofing E Slab 0 Temp Pole � Top Out ED Heating Insulation 0 Lintel Cl Final F- Sewer Fire Place 0 Pre Fab READY FOR INSPECTION A.M. Mon. Tues�'' Wed. jh Tues. Friday—PM. Inspection Made Inspector-- I Final Inspection 171 Certificate of Occupancy Date CITY OF 4&404-0 B" Office of Building Official REQUEST FOR INSPECTION Date J-3 Permit No. A.M.Time Received P.M. Job Address Locality Owner's Name Contractor74 BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing C Footing 11 Rough Wiring ioug [I Air Cond.& 17, Re Roofing 17i Slab 0 Temp Pole E Top Out 0 Heating Insulation E Lintel 0, Final fl SewerFire Place >C 2 Pre Fab READY FOR INSPECTION A.M. Mom Tues. Thurs. Friday-RM, Inspection Made P.M. Inspector Final Inspection E, Certificate of Occupancy E Date 7263 u w DEPARTMENT OF BUILDING t CITY pF ATLANTIC BEACH OI INFORMATT ----- LOCATION AON INF RMATI ON '+ rmitxmber 7263 ddI~e is "1500 LIRKSID DRIVI ± rPext ',`Type. BUILDIN1 ATLANTIC BEACH, FLORIDA 32233 I ",as A3 P o cork NEW ..�.»__. .,_.. LEGAL DESCRIPTION --- - -- ' C etr;t: Type W004 FRAMZ cit; 143 8l,ock: Section: � Ue. SINGLE 'FAMILY Towi p: RUG; 0 t inos>: Code 6ubdivieicn: SELVA LI.NKSIDE #2 Efl�I: )t teC Valuo: X55044. 50 t Isnprpv. Capt '1�ita $2603. 47 .. I aunt' $2603- 47 1 I Illmollis PAW;.; TION - - A `pLICATION EES -......_ ATE PERMIT $497 ,00 RT D1RIVZ SOUGH 'NAT 14��►CT EE � 0 .00 � t FLORIDA' R : 1D .` Z, T. �00,vfl a RADON -H $0 . 82 aw 97p.y41 (� RADON iPS W7 "i1 M� r 5iG 9. f Name O TE AL SI'A'I'E MAT-SR-TAP "µJACKS LEN 'LD3E1 SEW TAP _ fit? k Ota F YDRAULIC SHARE ;�` ' & C l 4 Type: 54 CAP TAL 'IMPROVE. 4 IMPACT PEE' 00 $C>THER f MOTES E C 1 t NOTICE-=ALL CONCRETE FORMS AND FOOTINGS MUST 8E INSPECTED BEFORE POURING PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE BUILDING MATf.RIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE „CLEARI t UP AND HAULED AWAY SY EITHER CONTRACTOR OR OWNER. r `FA LURE TQ COMPLY WITH THE MECHANICS' LIEN LAW CANARSULT IN , THE PRt3PERTY 01�NER PAYING TWICE FOR,OUILDING #MPRt31�f��IENTS. " SSUI .ACCORDING TO APPROVED"PLANS WHICH ARE PART OF THIS PERMIT AND SUBJEC REVUCAT10 ! ,10L e►TItflN OF APPLICABLE PROVISIONS'3F LAW. ' =IIImt low ` AJTIC.$EACH BUJ'LDING:DE"PA iTMII*N C r • � ��;,� gin, CITY OF ATLANTIC BEACH // BUILDING PERMIT CALCULATION SHEET A d��:-s:�.-- l�O�'6 �.1.!�l t.�.4 1,1.•3 ' _._._. - - ._._.._.._. Heated Square Footage _,,Yf @ $ 3TO_._...'Per sq ft r $ —'c�� Gc�• `'`' Garage/,Shed _ @ $ limper sq ft = $ 7, Q Carport/Porch @ $.. ._.__:__..Per sq ft = $ Deck @ $ Per sq ft = $ r Patio ___ @ $ Y,60 --per sq ft _ $ ` 3 a.,rte, TOTAL VALUAT ION: Total Valuation is S `��z°Gd Remaining value S4/. per thousand or portion thereof TOTAL BUILDING FEE S. _?l v vo + 1/2 Filing Fee . a i 2 oz) _ (1 ) Fireplaces @ $15 .00 BUILDINGS PERMIT FEE BUILDINGS PERMIT S `/9 -7- v� WATER CONNECTION S �_ SEWER CONNECTION a" _ ._ 0__` WATER METER/TAP S_»_ •ao CAPITAL IMPROVEMENT S_ • O 6 RADON (HRS) .0095 '7q1__-_ (1Gy ) RADON (CAB) .0005 _ SECTION H PAVING ( HYDRAULIC SHAR OTHER � �1 GRAND TOTAL DUB � � 3 -- ' JiJ I`i I t)i�PiEa PERMITS OR FEES, Mechanical _; s i g rl� -Finish Floor Eu l c v a t i o n ?.L JLATICi v .: andJor 00T.H.8 : 'ROPERTYCITY OF DESCRIPTION / 4#We. Need - 7�OZlC�Q N TIGOCEAN BOULEVARD .at l_ _ _Bleak •........Section B------ P.O.BOX 26 ATLANTIC BEACH.FLORIDA 12233 Subdivision! `Y S TELEPHONE IWO249•ZJ95 ------------------ itreet Nawte ' ( ` v ,S t � DESCRIPTION OF WORK sr Addreses------------- --------------- tj It in a FLOOD HAZARD 'load Zones__A___-_____area couplets pugs 3. Brief Descriptions Class of Works .. '' (New/Remodel/Addition)_N ej w :OH I N(3 INFORMATION Type of c "' • Constructions=I °�i :oningProposed Districts_fa____Uses--------------M---__ Estimated Vilue R- -------------- :xcvptions or ariances Oranteds........ ---------- Solid or t . ------ Filled _ 0 � _ Orounds Roots OWNER INFORMATION ++�� Method of Heat Ing s c-� Property Ovner s_j %e-1C INe+P�.-- S�p-_t 'e-: _---__ Phone I Mailing r 2 S Address (_ ,j faC,� sO ►�1Y1��, � 3 ' ZipI_3� ?� to CONTRACTOR INFORMATION Contractors k JtJ e _�S� �-'---__------ Phone s Mailing Z --- Addresas-_ M 1 1II��/ S j------------ zips_3 --- Expiration License Numbers- -------------------------------------- Date$-------------- I NERtSY CC%TIFT TEAT f MATE MEAD AND CXANINCD TWIN APPLICATION AND /MOW THC SARI TO SI TRUE .�1 A AND CORRECT. ALL PROVISIONS Or THE LANE AND ORDINANCES GOVERNING TNIS TY►[ Or WORK WILL at f COMPLIto YfTN• MNRTNRN NPtCIFlED WSR[IN OR NGT. TN[ GRANTING Or A P[RRIT DOCS NOT PR[:uFIt TO OIVe AUTHONITT To VIOLATE OR CA TMC PROVISIONS Or ANY FEDERAL. STATE OR LOCAL RULES. f+��r♦• REGULATIONS, ONDINAWCS, ON LAWN f ANY MANNER. INCLUDING TN[ OOY[RNINO Or CONSTRUCTION OR TN[ ►ERr"MANCC Or CONSTRUCTION Or PN03 CT. I UNDCRNTAND THAT THE ISSUANCE Or THIS PERMIT i^+ CONTlNOtNT UPON THE ABOVE INFORM !ON • I MD CORRECT AND THAT TN[ /LAMS AND SUPPORTING aA.. , DATA NAVE NEEN OR SMALL Ni PV AS E a�> i't�T��► Owner Signature __,,----- --- -- - _-----Date_--_ys - Contractor Signature------ _ -_- ------Date-------- -- � y FLAOOP"XU MUMPMENT INFORMATION Type of Development s EV _ Flood Zones_-)< _........N ..--...... RequYred Lowest Floor Blevations Yf building is located within a flood hazard zone, a survey must be made AFTER TNN SLAB HAS SM POURED, certifying that the LOWEST FLOOR BLBVATION is equal to or above the beam flood elevation established for that sone. No final inspection will be made and no oesrtigicatm of occupancy will be issued until the survey is on Pile with the Building Department. CONNEUTS s Applicant Acknowledgessmnts t understand that the issuance of this permit is contingent upon the . above information being correct and that, the plans and supporting data have been or &hall be provided as requirede Z agree to comply with all applicable provisions of Ordinance No@ 25-7-11 an 1 other laws or ordinances affecting the proposed level to gate8 1-S" 93__Applicant0a Signature_ .l � Department Use Required Lowest Floor Blmvation ---_.,.______ A■ guilt Lowest Floor Elevation Survey Filed with Building Department __-�____- Building-Department Representative page 3 RINANCIM.PRINTING C-UKW tD N N M r4 Rotice of Commencement W (PREPARE IN DUPLICATE) To whom it may concern: .,q > The undersigned hereby informs you that improvements will be made to certain real property, and in N accordance with section 713.13 of the Florida Statutes, the following information is stated in this NOTICE x OF COMMENCEMENT. U fd l J Description of property � l '� V F1 ` I`1 "' S I �- G o - I b o to.- �' , �,, K s 4 e- 62, Ve I,.fa N 71 � - - -------------------------------------------- ----------------------------------------- According to plat thereof recorded in platbook pages Pr P -P ----------------------------------------------------- ----------- ---------------------------------------- of the current public records of Duval County Florida. General description of improvements ------------------ k Construction of Single Family Residence with Garage on concrete slab A ------------------------------------------------------------------------------------------------------------ 4J Centex Real Estate Corporation 9 Owner ---------------------------------------------------- a 6620 Southpoint Drive Suite 400 Jacksonville Florida 32216 4 Address ------------------------------------------------------------------------- p Owner's interest in site of the improvement -__Fee -Simple-------------------------------------------------------- O Fee Simple Title holder (if other than owner) N --------------------------------=----------------------------- W Name cC Address -----------------------------------------•---------- cd x Contractor ---same as -am -- s--owner-- ner----------------------.-.----•- h Address ____________ 4J Surety (if any) -------------------------------- ------------------------------------------------------------ kAddress -----------------------------------------------------------------Amount of bond $-------------- +1 a) Name and address of any person making a loan for the construction of the improvements. Name ---------------------------------------------------- ------------------------------------------------- Address --------------------------------------------------- ------------------------------------------------- Name of person within the State of Florida, other than himself, designated by owner upon whom notices or other documents may be served: Arthur Day Name ------------------------------------------------------------------------------------ ----------------- 6620 Southpoint Dr Suite 400 Jacksonville, Florida 32216 Address ------------------------------------------------------------ -------------------------------------- in addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.06 [2] [b7, Florida Statutes. (Fill in at Owner's option). Name --------------------------------------------------------- ------�---- ----------------------------- Address _ ENERGY GUIDE =ori detailed information )f the EPI rating number )r for any ITEM listed , :ask your Builder for EPIC= 93 .7 )CA Form 60OA--93 Dr Farm 60OB-93 0 10 20 30 40 SO 60 70 80 90 100 --------------------._-__._______�_. The maximum allowable EPI is 100 . The lower the EPI the more efficient the home RESIDENTIAL ENERGY PERFORMANCE RATING SHEET ITEM HOME VALUE Low Efficiency High Efficiency SINGL CLR DBL TINT WINDOWS . . . . . . . . . . . . . . . . . . . . .Double Clear --------------X-...__-__ � INSULATION . . . . . . . . . . . . . . . . . . R-10 R-30 Ceiling R--Value . . . . . . . . . 30 .0 --------------------X R-0 R-7 Wall R-Value . . . . . . . . . 11 .0 i ...___.___-______-___--X R-0 R-19 Floor R-Value . . . . . . . . . 0 .0 X_.._....,..,.___....._... ...___.._.....,..,._. i AIR CONDITIONER . . . . . . . . . . . . . 10 .0 SEER 17 .0 SEER/EER . . . . . . . . . . . . . . . . . . 10 .3 i X.__._....._--------------------- 9 .7 EER 16 .0 HEATING SYSTEM . . . . . . . . . . . . . . 6 .3 HSPF 12 .0 Electric. COP/HSPF . . . . . . . . 7 .0 ; X---~~----------------.---- 0 .73 AFUE 0 .90 Gas AFUE . . . . . . . . . . . . 0 .00 , --------------------- WATER HEATER . . . . . . . . . . . . . . . 0 .88 0 .96 Electric EF . . . . . . . . . . . . . . 0 .93 1 ___...---------X_.--_____ 0 .54 0 .90 GasEF . . . . . . . . . . . . . . 0 .00 i --------------------__ 1 0 .40 0 .80 Solar EF . . . . . . . . . . . . . . - ----_______w_______ OTHER 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 Florida Energy Code for Building Construction -- 199:3 Florida Department of Community Affairs FL-EPL CARD93 Departrn(�. nt of Community P,ffairs SN: 541.:1 FLORIDA ENERGY EFFICIENCY CODE FOP, BUILDING i ON',.-=)TRt.1CTI:ON FORM 600A-93 Residential Component Prescriptive Method A NORTH PROJECT NAME : Lot 14:3 Selva Linksi ; BUILDER : Centex AND ADDRESS: 1600 Link.s.ide Drive ; PERMITTING : CLIMATE Atlantic Beach Fla ; OFFICE : Atlantic Bea ; ZONE : 1 ; _; 2 : OWNER: Centex ; PERMIT NO . ; JURISDICTION N0 .261 00 CK 1 . New construction or addition 1 . New Construction 2 . Single family detached or Multifamily attached 2 . Single--Family 3 . IF Multifamily-No . of units 3 . 0 4 . If Multifamily , is this a worst case ( yes/no ) 4 . S . Conditioned floor area ( sq .ft . ) S . 1647 .00 6 . Predominant eave overhang ( ft . ) 6 . 1 .00 7 . Porch overhang length ( ft . ) 7 . 0 .00 8 . Glass area and type: Single Pane Double Pane- a . anea . Clear Glass 8a . 0 .Osgft 161 .40sgft b . Tint , film or solar screen 8b . 0 .0sgft 0 .00sgft 9 . Floor type and insulation : a . Slab on grade ( R-value , perimeter ) 9a .R= 0 .00 , 167 .00 ft 10 .Net Wall type area and insulation : a . Exterior : 2 . Wood frame ( Insulation R-value ) 10a--2 R=11 .00 , 986 .00sgft.. a . Adjacent : 2 . Wood frame ( Insulation R-value ) 10x--2 R=11 .00 , 149 .00sgft__ 11 .Ceiling type area and insulation: a . Under attic ( Insulation R-value ) 11a .R=30 .00 , 1647 .00sgft._,_„_,__ 12 .Air distribution systems a . Ducts ( Insulation + L_ocat.ion ) 12a . R= 6 .00 uncond 13 .Cooling system 13 . Type : Central A/C EER . 1.0 .00 14 .Heating System : 14 . Type : Heat Pump HSPF : 7 .00 15 .Hot water system : 15 . Type : Electric E F : 0 .93 16 .Hot Water Credits : ( HR-Heat Recovery , 16 . DHP-Dedicated Heat Pump ) _. ._ 17 . Infiltration practice : 1 , 2 or 3 1.7 . 2 18 .HVAC. Credits ( CF-Ceiling Fan , CV-Cross vent , 18 . CF HF-Whole house fan , RB-Attic radiant barrier , MZ-Multizone ) 19 .EPI ( must not exceed 100 points ) 1.9 . 93 .68 a . Total As-Built points 19a . 27847 .67 b . Total Base points 19b . 29725 .75 w______..w_________________________________..____-_...V-__...V___..._________-______..-_______. ____..________w______________________-___-___________..__________________________._- I Hereby certify that the plans and Review of the plans and specifications specifications covered by this calcu-- covered by this calculation indicates lation are in compliance with the compliance with the Florida Energy Florida Energy Code . code . Before construction is completed this building will be inspected for PREPARED BY: � compliance in accordance with Section DATE : -7-5- 55:3 .908 F .S . I hereby certify that this building is in compliance with the Florida Energy Code . OWNER/AGENT : BUILDING OFFICIAL : DATE : DATE Department of Community Affairs SN : 5411 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM 60OA-93 Residential Component Prescriptive Method A NORTH PROJECT NAME : Lot 143 Selva Linksi ; BUILDER : Centex AND ADDRESS: 1600 Linkside Drive ; PERMITTING ; CLIMATE Atlantic Beach Fla ; OFFICE : Atlantic Bea ; ZONE : 1 ; _; 2 ; _; 3 ; K OWNER: Centex ; PERMIT NO . ; JURISDICTION NO .261100 CK 1 . New construction or addition 1 . New Construction 2 . Single family detached or Multifamily attached 2 . Single-Family 3 . If Multifamily-No . of units 3 . 0 4 . If Multifamily , is this a worst case ( yes/no ) 4 . 5 . Conditioned floor area ( sq .ft . ) 5 . 1647 .00 6 . Predominant eave overhang ( ft . ) 6 . 1 .00 7 . Porch overhang length ( ft . ) 7 . 0 .00 8 . Glass area and type: Single Pane Double Pane a . Clear Glass 8a . O .Osgft 161 .40sgft b . Tint , film or solar screen 8b . O .Osgft O .00sgft 9 . Floor type and insulation : a . Slab on grade ( R-value , perimeter ) 9a .R= 0 .00 , 167 .00 ft 10 .Net Wall type area and insulation: a . Exterior : 2 . Wood frame ( Insulation R-value ) 10a-2 R=11 .00 , 986 .00sgft a . Adjacent : 2 . Wood frame ( Insulation R-value ) 10a-2 R=11 .00 , 149 .00sgft 11 .Ceiling type area and insulation : a . Under attic ( Insulation R-value ) lla .R=30 .00 , 1647 .00sgft 12 .Air distribution systems a . Ducts ( Insulation + Location ) 12a . R= 6 .00 uncond 13 .Cooling system 13 . Type : Central A/C EER: 10 .00 14 .Heating System : 14 . Type : Heat Pump HSPF : 7 .00 15 .Hot water system : 15 . Type : Electric EF : 0 .93 16 .Hot Water Credits : ( HR-Heat Recovery , 16 . DHP-Dedicated Heat Pump ) 17 . Infiltration practice : 1 , 2 or 3 17 . 2 18 .HVAC Credits ( CF-Ceiling Fan , CV-Cross vent , 18 . CF HF-Whole house fan , RB-Attic radiant barrier , MZ-Multizone ) 19 .EPI ( must not exceed 100 points ) 19 . 93 .68 a . Total As_Built points 19a . 27847 .67 b . Total Base points 19b . 29725 .75 ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- I Hereby certify that the plans and Review of the plans and specifications specifications covered by this calcu- covered by this calculation indicates lation are in compliance with the compliance with the Florida Energy Florida Energy Code . Code . Before construction is completed �� this building will be inspected for PREPARED BY: , compliance in accordance with Section DATE : S53 .908 F .S . I hereby certify that this building is in compliance with the Florida Energy Code . OWNER/AGENT : ', BUILDING OFFICIAL : DATE: �?-64 _5 DATE : SUMMER CALCULATIONS BASE =_- ; _ - AS-BUILT GLASS_._..,...._,_,_,___.__.___.._.., � ORIEN AREA x BSPM = POINTS TYPE SC ORIEN AREA x SPM x SOF - POINTS _-___w_-___....-__________-___-__.-_w__v_____-..._____..___-______..-__-_....______._____-____. E 24 .00 65 .8 1579 .2 DBL CLR E 24 .0 79 .7 .95 1819 .0 S 53 .40 65 .8 3513 .7 ; DBL CLR S 1S .0 66 .2 .91 905 .4 DBL CLR S 15 .0 66 .2 .91 905 .4 DBL CLR S 11 .7 66 .2 .91 706 .2. DBL CLR 5 11 .7 66 .2 .91 706 .2. W 84 .00 65 .8 5527 .2 ; DBL CLR W 18 .0 79 .7 .95 1364 .:.3 DBL CLR W 18 .0 79 .7 .95 1364 .3 DBL CLR W 12 .0 79 .7 .95 909 .5 DBL CLR W 18 .0 79 .7 .95 1364 .3 DBL CLR W 18 .0 79 .7 .95 1364 .:3 .15 x GOND . FLOOR f TOTAL CLASS = ADJ . x CLASS _ AD7 GLASS GLASS AREA AREA FACTOR POINTS POINTS ; POINTS . 15 1 ,647 .00 161 .40 1 .531, 10 ,620 . 12 16 ,255 .89 ; 11 ,408 .82 NON GLASS------------ AREA x B SPM = POINTS ; TYPE R---VALUE AREA x SPM = POINTS, WALLS--__________----___ � Ext 986 .0 .9 887 .4 ; Ext. Wood Frame 11 .0 986 .0 1 .70 1676 .2 Adj 149 .0 .7 104 .3 ; Adj Wood Frame 11 .0 149 .0 .70 104 .3 DOORS.,._.._..._...___._..,..._....___ Ext 21 .0 6 . 1 128 . 1 ; Ext Insulated 21 .0 4 . 1.0 86 . 1 Adj 18 .8 2 .4 45 . 1 ; Adj Wood 18 .8 2 .40 45 . 1 CEILINGS_____________ � UA 1647 .0 .6 988 .2 ; Under Attic 30 .0 1647 .0 .60 988 .2 FLOORS--------------- Slb 167 .0 --37 .0 -6179 .0 ; Slab-on--Grade .0 167 .0 --41 .20 --6880 .4 INFILTRATION------__,.__ 1647 .0 8 .0 13176 .0 Practice #2 1647 .0 8 .00 13176 .0 TOTAL SUMMER POINTS 25 ,406 .01 20 ,604 .34 TOTAL x SYSTEM COOLING=; TOTAL x CAP x. DUCT x SYSTEM x CREDIT = COOLING SUM PTS MULT POINTS ; COMPON RATIO MULT MULT MULT POINTS -------------------------------------------------------------------------------- 25 ,406 .01 .37 9 ,400 .22 ; 20 ,604 .34 1 .00 1 . 100 .340 .860 6 ,627 . 18 WINTER CALCULATIONS BASE =__ _ ~. AS-BUILT =_ GLASS ---_________.._____- � ORIEN AREA x BWPM = POINTS ; TYPE SC ORIEN AREA x WPM x WOE` = POINTS E 24 .00 --10 .6 --254 .4 ; DBL CLR E 24 .0 -9 .2 .85 --188 .:3 S 53 .40 --10 .6 -566 .0 ; DBL CLR 5 15 .07 --28 .4 .96 -409 .3 DBL CLR S 15 .0 -'28 .4 .96 --409 .3 DBL CLR 5 11 .7 --28 .4 .96 --319 .2 DBL.. CLR S 11 .7 --28 .4 .96 -319 .2 W 84 .00 --10 .6 --890 .4 DBL CLR W 18 .0 -9 .2 .85 --141 .2 DBL CLR W 1.8 .0 --9 .2 .85 -•141 .2 DBL CLR W 12 .0 --9 .2 .85 --94 .2 DBL CLR W 18 .0 --9 .2 .85 --141 .2 DBL CLR W 18 .0 -9 .2 .85 --141 .2 ---------------------------------------------------------------------------------- .15 x GOND . FLOOR / TOTAL GLASS = ADJ . x GLASS ADJ GLASS ; GLASS AREA AREA FACTOR POINTS POINTS POINTS .15 1 ,647 .00 161 .40 1 .531 --1 ,710 .84 -2 ,618 .73 i -2 ,304 .57 NON GLASS-------------- AREA x BWPM = POINTS ; TYPE R-VALUE AREA x WPM = POINTS WALLS----------------- Ext -___-_________ --Ext 986 .0 2 .2 2169 .2 Ext Wood Frame 11 .0 986 .0 3 .70 3648 .2 Adi 149 .0 3 .6 536 .4 Adi Wood Frame 11 .0 149 .0 3 .60 536 .4 DOORS_____________.__ Ext 21 .0 12 .3 258 .3 ; Ext Insulated 21 .0 8 .40 176 .4 Adj 18 .8 11 .5 216 .2 ; Adj Wood 18 .8 11 .50 216 .2 CEILINGS--_______..-__..._ UA 1647 .0 1. .2 1976 .4 Under Attic 30 .0 1647 .0 1 .20 1976 .4 FLOORS---__._.____...._...._._- S1b 167 .0 8 .9 1486 .3 ; Slab--on-Grade .0 167 .0 18 .80 3139 .6 INFILTRATION--------- 1647 .0 NEILTRATION-.----------- 1647 .0 7 .4 12187 .8 ; Practice #2 1647 .0 7 .40 12187 .8 TOTAL WINTER POINTS 16 ,211 .87 19 ,576 .43 TOTAL x SYSTEM _ HEATING ; TOTAL x CAP x DUCT x SYSTEM x CREDIT+=HEATING WIN PTS MULT POINTS i COMPON RATIO MULT MULT MULT POINTS 16 ,211 .87 .55 8 ,916 .53 ; 19 ,576 .43 1 .00 1 ,100 .484 1 .000 10 ,422 .49 ?k*:*�:*.�;*:*��:�:k%K*.#*�:;k�;��-k�:�,*�.�:�;k*.P:.�.**.:#:�.;ic.#:*.k.�:*�k*�:*-k*'=k:�ti;k:�;�:**-#::k:.�:*=k:;k:k�=k:�*�:*;*��%k�:•k.*�k:*.#: WATER HEATING BASE =__ _- AS--BUILT =_ NUM OF x MULT TOTAL_ ; TANK VOLUME EF TANK x MULT x CREDIT TOTAL BEDRMS ; RATIO MULT --------------------------------------------------------------------------------- 3 3803 .0 11 ,409 .00 ; 40 .93 1 .000 3599 .3 1 .00 10 ,798 .00 SUMMARY --= BASE - --M AS---BUILT COOLING HEATING HOT WATER TOTAL ; COOLING HEATING NOT WATER TOTAL. POINTS + POINTS + POINTS = POINTS ; POINTS + POINTS + POINTS __ POINTS 9400 .2 8916 .5 11409 .0 29 ,725 .75 ; 6627 .2 10422 .5 10798 .0 27 ,847 .67 EPI 93 .68 RESMANUJ( C WHOLE HOUSE HEAT GAIN / HEAT LOSS CALCULATION USING EP192-F LA/RES( c- ) DATA FILES ( BASED ON A .C .C .A . MANUAL J _ SEVENTH EDITION ( c ) 1986 by A .C .C .A . ) NAME . .L_at..._14�3.....S.e_1.va.....L.i_nks.ide .._2 .. ......... ........ ..... ... ...... ADDR 55.... = 1-6.9a...L i n ks i.de..._Dr.i ve.... _. ...... . CITY_ .. ........=._AteraehyFla 32233 ..................... .............. _..... . .-. ...... ......._........_................_ ........... OWNER ..., Centex....................... ..... ........ . ..... _... ..... ... E3UT_LD�R......._..._C:Centex...................... ........................................................_......................... Conditioned Floor Area 1647 SF Climatic Conditions & Design Conditions Geographical. Location - Florida Jacksonville North Latitude / Elevation ; 30 Deg . / 24 Ft . Above Sea Level Outdoor Winter Dry Bulb ; 32 Deg . F Indoor Winter Dry Bulb ; 70 Deg . F Winter ( Actual ) Temp .Diff . ; :38 Deg . F Winter Temp . Diff . ( wTd ) ; 40 Deg . F Outdoor Summer Dry Bulb ; 94 Deg . F Outdoor Summer Wet Bulb 77 Deg . F Outdoor Summer Humidity Ratio ; 114 Indoor Summer Relal.tive Humidity ; 50p Indoor Summer Design Grains / Lb . 49 Indoor Summer Dry Bulb 75 Deg . F Indoor Summer Wet Bulb ; 62 .3 Deg . F @ 64 Gr/Lb Summer Daily Range ; 19 Deg . F - L Summer ( Actual ) Tamp .Diff . 19 Deg . F Summer ( User Sel ) Temp .Diff . ( sTd ) 20 Deg . F --------------------------------------------------------------------------------- * HEATING; SUMMARY * * COOLING SUMMARY * SUBTOTAL 23085 .25 ; STRUCTURE SENSIBLE 13297 .37 MCH .VENT--- 200 Cfm 4180 .00 ; SENS . + MECH .VENT : 17477 .37 TEMP .SWING @ 3 DEG . • 1 .00 ; OCCUPANT/APPLIANCE 3000 .00 DUCT LOSS 1.154 ,20 ; DUCT GAIN 2047 .74 TOTAL LOSS/BTUH 24239 .51 ; TOTAL SENSIBLE 22525 . 11 TOTAL LATENT 12SS7 .11 20n OVERSIZE FACTOR 4847 .90 : 2Oo SENS .OVRSZE FTR: 4505 .02 ACTUAL + 20n OVERSIZE : 29087 .41 ; SENS . + 20% OVERSIZE : 27030 . 13 -* EQUIPMENT SELECTION * ----------------------------------------------------------------------- EQT . MANUF . MODEL # TYPE HTG INPUT HTC OUTPUT.,_, AFUE/HSPF SENSIBLE CLG LATENT CLGk _TOTAL TONAGE ( S )E E R .._.. C L G CFM.._._...�___,,,�_____�.�_�._.�H T G CFM.-.------......,_. k, L 0 A [D C A L C U L A T 1 0 N TYPE Inside Shade Sc Area Loss/Btuh Gain/Btuh AL A S S-----------_......_...--.......__...,_._---- -_...__W...--- -_---____.-....,.____.,- -..... - ---..._. -----_...- outh Double Clr Drapes/Blinds 1 15 .00 435 .00 375 .00 South Double Clr Drapes/Blinds 1 15 .00 435 .00 375 .00 South Double Clr Drapes/Blinds 1 11 .70 339 .30 292 .50 South Double Clr Crapes/Blinds 1 11 .70 339 .30 292 .50 Bast Double Clr Drapes/Blinds 1 24 .00 696 .00 1104 .00 West Double Clr Drapes/Blinds 1 IK 00 522 .00 828 .00 West Double Clr Drapes/Blinds 1 18 .00 522 .00 828 .00 West Double Cir Drapes/Blinds 1 12 .00 348 .00 552 .00 West Double Clr Drapes/Blinds 1 18 .00 522 .00 828 .00 West Double Clr [Drapes/Blinds 1 18 .00 522 .00 828 .00 Infiltration Winter Htm ( 29 .71 ) x 161 .40 4795 . 19 Infiltration = Summer Htm ( 7 .22 l x 161 .40 1165 .31 Window Frame Metal SUBTOTALS = 161 .40 9475 .79 7468 .31 R-Value Area Loss/Btuh Gain/Btuh WA L L S--___-____..---------------.__-----_--_..---------__-----___-------_-_____-__--_.-_ Wood Stud - Ext . 11 986 .00 3549 .60 2465 .00 Wood Stud - Adj . 11 149 .00 536 .40 253 .30 SUBTOTALS : 1135 .00 4086 .00 2718 .30 CD0 0 R S-- -----__-- -w--_----_--_-----------______----------------------------___w_--__ Insulated Core/Metal - Ext . 0 21 .00 371 .70 109 .20 Solid Core/Wood - Adj . 0 18 .80 417 .36 78 .96 Infiltration :Winter Htm( 29 .71 ) x 39 .80 1182 .46 Infiltration :Summer Htm( 7 .22 ) x 39 .80 287 .36 SUBTOTALS: 39 .80 1971 .52 475 .52 CE I L I N G S---------------------------------------------------------------_ Under Attic 30 1647 .00 2141 . 10 2635 .20 FL O O R S--.------------__.._--_.____,__._-----_.------..-_-_------_------__-___--_--------_ Slab on Grade 0 167 .00 Lin .Ft . 5410 .80 000 .00 * TOTAL STRUCTURE SENSIBLE :* ------------------------------------------------------------------------------- 2 3085 .25 20477 .37 F R I 13 : 22 T R U E T R U S S P . 02 !� TRUSS TIE DOWN STRAP • prom"addNlonoi k+aouod"Welonoa to wino upaR to G"anon and Koff p wdt studs,iop OWa or aomfols da bow" Pun m fit's mm t6 pi 130 Vid 26 "ft 2:% Hopw tt pa 1626 10-16d 26 Sa Gan"Nola 11. aana�ol so►eP HOP 18 APR - 23 - 93 FRI 13 : 22 TRUETRUSS P . 02 TRUSS TIE DOWN STRAP • ►toWdos addkWW tnoroasod roelstana to wW uplift to sutura rafters end vwm to wd studs,lap plates or oonorote tie borons MMCT Y►Llit f MaIL m soOn •AUOt 1.i3 ti./. ICMEDtAi CARM is's HDP?7( 11 qa. Me 1-160 x dmle:1% Rom Is 9L162b 1a1ee � See General mote 11. $Amu Skov HOP 18 APR - 23 - 93 PRI i 3 : 22 TRUETRUSS P . 02 !' TRUSS TIE DOWN STRAP • ftwWo tidottlonot tnU*Uod rotdotonce to win6 upAA to r"FAM AW MM a wd etude.top$woo or emrote tle bow" iii I u OA!!Gt /u D.F. EDiCfI Yli tatoN !:'1 HOr?X 15 JI& 1900 b16d 36 ft"2 x% NOm is 1526 10.1" 26 SN aenenl Note 11. 800bet PAP HOP l8 i Use no staples in shingles and or sheathing FIBERGLASS SHINGLES ON FELT OVER 1/2' O.S.B. SHEATHING 1 ON PRE-ENGINEERED ROOF 12" VARIES TRUSSES 0 24" O.C. VARIES CARDBORD INSULATION BAFFLE R-30 INSULATION I�fl CUP 0 EACH TRUSS ALUM. EAVE DRIP /2" CEIUNG BOARD 1"X2" P.T. DOUBLE 2"X4" LPTP FASCIA TOP PLATE SOFFIT VENT on X 1/2" GYP. BOARD 1" X FREEZE 6'APOR BARRIER K OR BETTER) 2"X4" STUDS 0 16" O.C. VERTICL OR HORZ. SIDING BRICK OR STUCCO 22ga ties 16" ocv OVER WALL SHEATHING 22ga ties 22" och 1/2-XS" LONG ANCHOR R-11 INSULATION BOLTS 0 ;, 0" 0 wi h 4 washers 2"X4" P.T. SOLE PLATE SET 4" CONC. SLAB W/ IN CONT BEAD OF SEALANT 6X6 10/10 W.W.M. OVER NISHED FLO WATERPROOF MEMBRANE FINISHED GRAD 8" MIN. � . •. COMPACT FILL 12" MIN. 8' CONC. BLOCK 16"X CONC. FTG. 16"X8" CONC, FTG. W/ 2-J4 REINF. BARS w/ 3- 4 REINF. BARS WALL SECTION SCALE: 1/2"= 1'-0 finish floor4" CONC. SLAB W/ 6X6 10/10 W.W.M. finish floor 8 min 811 tFINISHEDGRADE FINISHED GRADE �� 12 �.; 6 MIL POLY VAPOR12"min aBARRIER OVER CLEANCOMPACT TERMITE 20"#4 reinf bars TREATED FILL 3-#4 reinf bars MONOLITHIC FOOTER SCALE: 1/2'= 1'-0 K NOTE: 1/2" anchor bolts imbedded in 6" comcrete or 8" masonry units (red heads) 41on center in all bearing walls - with 2" washers Use no staples in shingles and or sheathing FIBERGLASS SHINGLES ON FELT OVER 1/2" O.S.B. SHEATHING 1 ON PRE-ENGINEERED ROOF 12" VARIES TRUSSES ® 24" O.C. VARIES CARDBORD INSULATION BAFFLE R-54 INSULATION 8F 1 A CUP 0 EACH TRUSS ALUM. EAVE DRIP /2" CEILING BOARD 1"X2" P.T. DOUBLE 2"X4" LPTP FASCIA — TOP PLATE SOFFIT — VENT 00 1/2" GYP. BOARD 2"X4" / i" X FREEZE APOR BARRIER TYVEK OR BETTER) 2"X4" STUDS g 16" O.C. VERTICL OR HORZ. SIDING BRICK OR STUCCO 22ga ties 16" ocv OVER WALL SHEATHING 22ga ties 22" och 1/27X8" LONG ANCHOR R-11 INSULATION BOi h LTS a ;, "w 0. s�wz aers 2"X4" P.T. SOLE PLATE SET 4" CONC. SLAB W/ IN CONT BEAD OF SEALANT 6X6 10/10 W.W.M. OVER NISHED FLO WATERPROOF MEMBRANE • FINISHED GRAD 8" MIN. COMPACT FILL 12" MIN. 8" CONC. BLOCK 16"X CONC. FTG. 16"X8" CONC, FTG. W/ 2-14 REINF. BARS W/ 3- 4 REINF. BARS WALL SECTION SCALE: 1 2 = 1'-0 Of inish f loon4" CONC. SLAB W/ 6X6 10/10 W.W.M. finish floor 8 min 8" tFINISHEDGRADE FINISHED GRADE �� 12 '• . ,. 6 MIL POLY VAPOR12"mzn BARRIER OVER CLEAN ? aoCOMPACT TERMITE 2D" #4 reinf bars TREATED FILL �-#4 reinf bars MONOLITHIC FOOTER SCALE: 1/2'= 1'-0 x NOTE: 1/2" anchor bolts imbedded in 6" comcrete or 8" masonry units (red heads) 41on center in all bearing walls - with 2" washers Use no staples in shingles and or sheathing FIBERGLASS SHINGLES ON FELT OVER 1/2" O.S.B. SHEATHING 12" ON PRE-ENGINEERED ROOF It VARIES TRUSSES 0 24" O.C. VARIES CARDBORD INSULATION BAFFLE R-3 0 INSULATION CUP 0 EACH TRUSS ALUM. EAVE DRIP /2" CEILING BOARD 1"X2" P.T. DOUBLE 2"X4" LPTP FASCIA TOP PLATE SOFFIT VENT VENT 1/2" GYP. BOARD 1" X FREEZE APOR BARRIER 'TYVEK OR BETTER) 2"X4" STUDS 0 16" O.C. VERTICL OR HORZ. SIDING BRICK OR STUCCO 22ga ties 16" ocv OVER WALL SHEATHING 22ga ties 22" och 1/2"XS" LONG ANCHOR R-11 INSULATION BwRh041"wasChers 2"X4" P.T. SOLE PLATE SET 4" CONC. SLAB W/ IN CONT BEAD OF SEALANT 6X6 10/10 W.W.M. OVER NISHE:DFLON WATERPROOF MEMBRANE .. .�. 1• 1 ti•1Ii FINISHED GRAD8" MIN. MOM K 11111 COMPACT FILL 12" MIN. 8" CONC. BLOCK 16"X CONC. FTG. 16"X8" CONC. FTG. W/ 2-J4 REINF. BARS W/ 3- #4 REINF. BARS WALL SECTION SCALE: 1 2 = V-O finish floor 4" CONC. SLAB W/ finish floor 6X6 10/10 W.W.M. 8"mi INISHED GRADE �! 't w : yi FINISHED GRADE 8"min 12 m'n : ,. 6 MIL POLY VAPOR 1 ' �j „ „ o, BARRIER OVER CLEAN 12 min 1 COMPACT TERMITE 20" - - 2-#4 reinf bars TREATED FILL 3-#4 reinf bars MONOLITHIC FOOTER SCALE: i If= I'- NOTE: 1/2" anchor bolts imbedded in 6" comcrete or 8" masonry units (red heads) 41on center in all bearing walls - with 2" washers I>_R(37'-D")9-7 6PS& P —15 irz4 7l0)10 J 5pfy— gtj1�D1 7--// F - r-� T ,Eq(s7�o> U R f I 1. Do not cut or after trusses — Z RUE 'I`RUSS - r;ithout written perriission ' from True Truss RANGERS L Truues will be brtf in 7f ,t° (m-o' c�l�.f?? M 2 X 6-8 J7 IE!{(2' ') t� 7 strict accordance Nit,) this c' a 2 X 18 layout -- 4 X 18 Approved By: .............. Date: � si _ i i CUSTOMER-C - - I0 E5 o 1111 ; JOB NAME 570$._C-__- Zot ry3 If h�f7- - 111 j I ME& p_l=t-Q1 wN�� RUE TR DAmoo -.9� USS 6410766 I � o5oL Q IMFDRTALI T lal1TE �} f:, ? ON RECEPTiONOF LAYOUT k TRUSSES ALL,FRANERS ILI _ R '7 ARE AOVIbEpTO CAU tRUE'TRUSS FOR _ QIt QIP FURTHER INSTRUCTIONS BEFORE TINGSEiOF-TRUSSES - ," j r r 08-05-1993 S 2 Z E ANA Page 1 of 1 L Y S S S " 11:25:42 TRUS JOIST MacMILLAN (MAST siz-S1001) MARK H. ROSE (SO10D) Project Name: CENTES HOMES - PLAN 13708 A i B Page Title: GARAGE DOOR HEADER ---------- TJSizingT" v3.40 ---- Building Code NER ---------- Type of Sale Distribution ----- 1193040417 ---------- Application: Deflection Criteria (MR) Member Use............... READER Roof (non-snow load, LDL) LL Defl TL Defl Member Top Slope(in/ft)... 0.000 Stress Level............... 1331 Span 1 L/240 L/180 Roof Slope(in/ft)......... 6.000 Live Load(psf)............. 30.0 Floor Decking............... N/A Dead Load(psf)............. 17.0 Repetitive Member Use....... N/A Partition Load(psf)......... 0.0 Reinforced Overhangs........ N/A SPECIAL LOADS: Live Load Stress Dead Load Width Starting Point to End Add/Reel I UNIF(plf) 360 1331 230 111- 0.00' 5'- 6.00' from Lt Repl 2 TRIAN(plf) C/ 130 1331 0/ 80 51- 6.00' 0'- 0.00' from Lt Repl 3 CONC(lb) 1800 1331 1140 51- 6.00' from Lt Add 16" TJVR'/96 JOIST @ 12.0" o/c 161- 6.00' . ----------------------------------------------- S I Z E A N A L Y S I S ---------------------------------------------- IMPORTANT.' The analysis presented below is output from software developed by Trus Joist MacMillan(TJM). Allowable product values shown are in accordance with current TJM materials and code accepted design values. The specific product application, input design loads and stated dimensions have been provided by others, have not been checked for conformance with the design drawings of the building, and have not been reviewed by TJM Engineering. Design assumes adequate continuous support of the joist compression flange. Web stiffeners are required at bearing 1, 2; and special load 3 Maximum Design Allowable Control Shear(lb) 5435 5435 < 5985 1101 RIGHT end Span 1 under 133% stress TOTAL Load Moment(ft-lb) 25033 25033 < 26215 1051 MID Span 1 under 1331 stress TOTAL Load Live Defl.(in) 0.614 < 0.825 L/323 MID Span 1 under Live Load criteria Total Defl.(in) 1.004 < 1.100 L/197 MID Span 1 under Total Load criteria Span 1 Max. Reaction Total(lb) 4573 5435 Live(lb) 2798 3319 Assumed Brg. Length(in) 3.00 3.00 Max. Unbraced Length(in) 46 Copyright (°' 1993 by Trus Joist MacMillan, a limited partnership, Boise, Idaho. TJI(") is a registered trademark of Trus Joist MacMillan. TJSizingT" is a trademark of Trus Joist MacMillan. L t C are ' s gotslQ Seel is ed above' �IheSe _T% a oepgctme�t°t or the pC°iee of tre R��es of tre FIOvtd� sS speclticetsesp°sibGtiapkeg471 and toW axe a%usp0ep�►�w�r Flodda Statute OTS Listed be raV0 bee ordaac° �u db�e�eWttbe,�$rest In Seca 8 211 .23' attacreo�trig 1�utallon Chap e tlj%ed ptolessl°of� 1 � 11 1 of 1 1 � 2 ,�``,._th r9 b."K M M sFtcwlo WINDOM OWS, • c1A0C1M 0LA1tS 9VALL M A41/AA1O 10.0/0104LF« Of 1-11 0!1,160 11 N•►ICA7►t 10 W-Defte SPAN/V409Qs W 171 >10�' 170141ts t•Tt71A► ow"7ar1+ I7)a-10-1 1110 7w4W wits"OwAtrt. w 2447"OT "t.4160, ltdo"IcM 1,WO1M/AND cawodu1a1I0.1. 04 I441/LLAlIt11,aro t09c1-11-V 1.4 1V1L -t-rrswl, w rrw 44111606%siom TM1t1. A1,&w►IaS"a M UP 64"71St 74115 alt 160 1t1100i wwo IS emo 00 3.0 1(0'Do- &WA K LAntOKA• rAm t11AJ1 I1►7y0- l9PVW'AF 60AU s s-aJAO K 404 607 6410060044 011e 1w mot 0AX0 60 M La1bt t ilm M K)O- 0711[CKV AOOK•OOnTM 110010& In. 040.1 s*0A1-174 M IMKlal11 1460Th L.0"AI 5'-11•S.C. tVYw Mt 1MKw1s w0 V401011 FV124t1f0. 471160 Slap*~Kouba0 M 100;WTIons, 11 T-0OM AF000Y84, 41,111,4! Ne N4 0`10 Its 711114 on Yu.i. so %as OEUM cw~10 0000" in et1,7Y/wec2rm&. apGINAN"SMIATIM. 7m. 00t.A FILI 011-Ns 1d M 0011011 47600 MKL Y1,18/474U0 oucto t1A[al ev is"Fie 141n,PLAN ab"c40 as"101R11WS as 710#to Wn 211 CLAW W/1sN00 nL.A/1s waw. m lwla 70171,71"As anal VISION=060 14 1W170 1460 Vs-6041.7 "we"M 01"cles 040"09 space AT 0-4- 04"ITT sta+e11111e Fse"44KS. m1,KAKa WINS Ay 96116 M A77M 0`104110 014w. M*42 OMrI-11, wOTCL Allwe as 4st 11-44 capow 0.9 11n1l.l. W w a11)Op M UO pMsO%AO to 1171 M MOl►116 70 Aw aw. a".AU 1112O we elm M as.YIS N•Co. all"tails 946104. 1,N ® 1707tA7t11 OsM111a EWp71M. tA. at 76002!1. j -)dd web Length Maximum dtflaet)on occurred 6.72' from the left end Of bottom panel •4. -CONFIGURATION 9 LOADI►q SPECIFIED 91 FAMICATOR. turned 90 dog. NexlOUG Live Load Oeflett)On Of .234-. Index-.414. CL/871) -PLATE TOOTH VALUE ACOUCEO EY 15%. .41 Panel Maximum Total Load 011)*Ct)0n of .322% Index-.379. (1./633) -MORII. STpOMreAClts PEA PGT-80 SECTION NO AEC. Total quantity of trusses - 1 175 PEPi 71, 11, 11 s : 117 4 1,T 607 to YT M 1n M in M in to N O1 i X X X X X K K X - X K X X X #p N to N to N in N N N 1n N b OI n 1,D 1,p ti to b r 7n n h 196 n R-1'5" A A R•1'S6Q 13.51 (3.51 ` - - - r0w•�r�rrr�0r��r�rANw..OrrwrO Tf%SS ANALYZED WIT" PPSA3 .S (Left to Right) -2280._-22110 -5182 -31112 -8817 -8617 -8817 -8617 -5382 -8182 -2280 -2280' -1933 2633 -2719 -1975 150 -215 -1089 645 -219 -234 -219 -219 645 -1086 -219 1529 -1971. -249 245.7 -1933 0 . 3914 8043 47" GOO 8918 0 Y A Division of PLOT% TTPet O.C. SPAC100111 1.60110,111 Part Tc Lwcw2-4x9 IZ CoRP txtO01,11►iTON - me tl+at►LU40 FMCCUCTa ins *_2000 2-0-0 40 18'1 f-3✓4 8444619 WADER A S. OWAT MXMM ST PWT. ILO LL Tc10 CLC LOOM21-4m2 02 Do SP a4s. rat ffTP o PRAIRIG Tx 700as 01. Tc •► Sao-».oLL SIC 0 wens 4x2 S i3 SP TE TMAS INC. Proves 33x 'ER TANS$ rLATe INSTITUTE{ 1122 si ' IO17+tol[CT; TA-- fltn►T AS "AV OR MpTgO E - WASTER - %G OCT 1992 i• ' y ii i�•ina*o. 14 G1FlEp gyp. ev^ W+ " "s o E �•. Ew E ,,,is aµ�o'O"sem`�"°"iO tv M"'�►u`o�t �p1Np 5P �5X.Sly 600 01 lot of w1°106 a" �►ic vs+� g Lp E Ep 8 SES. v°"' ,oi „s,,.i ,"E iMN46,41 ' pt! pV�R R pCt o•^' 'Pic y100°�►��op E��ia'. �pttl� AcKg PE g, ,►�`l o,o n�'M •+� *`1 sii',"i I.its yc�'i"° p1E gSR�p@ �iaE•� �asaa'�'00va to, Eta w�aPca',`p "` �°ocsIVA0 o`A� ttoq 1°!3y ll'l0�Sl1 Miat�d yw"o•r'E• vz°g0coo H►S• l,aiNE► at CIto � ex''� •E OF tyAKI. C01%SIA0,i�j E E Wa qJL�,. p is 1Ml 0{fir.• On OGGUCOtO.l9,••1^1ndeX•�3p ME, t•�rE `'�t5 *,id aµv'v. yiiN Gt! ec On 2Fj! • ! E4 aE^�we►�iFio'"�.�i°"' ``:0 SE-•�"�• axtoop d�aoepefllC�t%0 Dtf tCElgSeg ,� °'asas is �s��"�o• � N@ Llys LQad aatQvantlt`) � F°`SS�,•l K. L, ,`"• NaXl Ott, total ES to"OOR ri vi of, E CE aXl tP iL ;ops '"`� •Neo yen dell- 04� p 90 Qltapanel p.SY w Q ,3 51 s a .r x � s � k3. t .l629 ,lOA A' 6�pGE NEA0SIN w �v GE ?COO sc+� ,lOA! !0gi 5cpizPtt� !6•!1'SiN�' ��6 0C1 1992 396 .S'S4 tox . e tPV55 !3'7 f s Sp EN° tEA � !2 0 S Nps SN ppg�,9 -2209 „333 is t �p2.aX e2 Ds 5p Pic S Nov ptl �403S -309 60 3 3 !3'59 Wiva �� sc� p!-A�Z *3 Sp 0 SS ZAGS ttit° p!G .5850 a20 3926 302 pct 4 Y to SS , of NpSE "Z950 ..152? 4!!0 o•c 2 0-p �OkIQ 0 "kxL_EPt/•s M" 0p l 009 !09 35� 4�p��g0 �a► "�55 TRUSS SPECIFICATIONS FOR CENTEX LOT 143 SLS The numbers listed below are a list of truss specifications for the project named above. The Engineer's seal on this index sheet indicates acceptance of Professional Engineering Responsibility, in accordance with Florida Statute Chapter 471 and Rules of the Florida Department of Professional Regulation Chapter 21H-23, for each component design only. DRAWING NUMBER DATE 18502 lof 2 08-24-1993 18502 2of 2 08-24-1993 15416 lof 19Rev.1 03-23-199 15416 2of 19Rev.1 03-23-199 15416 3of 19Rev.1 03-23-199 15416 4of 19Rev.1 03-23-199 15416 5of 19Rev.1 03-23-199 15416 6of 19Rev.1 03-23-199 15416 7of 19Rev.1 03-23-199 15416 8of 19Rev.1 03-23-199 15416 9of 19Rev.1 03-23-199 15416 10of 19Rev.1 03-23-199 15416 11of 19Rev.1 03-23-199 15416 12of 19Rev.1 03-23-199 ��N111111i►qg� 15416 13of 19Rev.1 03-23-199 15416 14of 19Rev.1 03-23-199 15416 15of 19Rev.1 03-23-199 15416 16of 19Rev.1 03-23-199 15416 17of 19Rev.1 03-23-199 15416 18of 19Rev.1 03-23-199 15416 19of 19Rev.1 03-23-199 %4 , au �`2'4'��93 1) LUMBER SMALL BE OF THE SPECIFIED MINIMUM GRADES. 51 CONNECTOR PLATES SHALL BE INSTALLED SYMMETRICALLY ON 101 ALL TENSION CHORD MEMBERS ASSUMED TO BE CONTINUOUSLY 13) -0- INDICATES LATERAL BRACING MEMBER 11X4 01N 1 SPECIES. AND 19X 14AXZMLW MOISTURE CONTENT, OR SUCH THAT THE JOINT. BRACED BY EITHER 3/8' (MIN) PLYWOOD SNEAIHING, 1/2' 14) INSTALLATION AAD ERECTION OF THE TRUSS. PEWIAMENT, AND IS OF HIGHER ALLOWABLE STRESS VALUES. ALL VALUES USED 61 TOP CHORD SPLICES ARE NOT RECOMMENDED TO OCCUR (MIN) DRYWALL OR BRACING MEMBERS SPACED 20' a.C. (MAX). TEMPORARY BRACING SHOULD BE DONE IN ACCORDANCE WITH FOR DESIGN ARE BASED ON THE LATEST EDITION OF THE NA- DIRECTLY ABOVE A BOTTOM CHORD SPLICE UNLESS NOTED OTHERWISE. CURRENT TPI SPACING AND ERECTION PUBLICATIONS TIONAL LESION STANDARDS PUBLISHEO BY THE NATIONAL 7) V-2000 APPROVAL NLOWAS: UBC 2342, FNA TCB 2014, SBCC 111 ALL COMPRESSION CRMO MEMBERS ASSUMED TO BE CONTINUOUSLYI51 THIS DESIGN CONFORMS TO CURRENT TPI DESIGN SPECIFICA- FOREST PRODUCTS ASSOCIATION. 7251. BOCA FILE 86-125 BRACED BY EITHER 3/8' IMIN 1 PLYWOOD SHEATHING, 1/2' TIONS FOR METAL RATE CONNECTED 0000 TRUSSES AND 2) THIS DESIGN IS BASED ON CLARY CONNECTOR PLATES ONLY 6) THIS TRUSS HAS BEEN DESIGNED FOR THE LOADING SHOWN (MIN.) DRYWALL OR BRACING MEMBERS SPACED AT 16' a.[. QUALITY STANDARDS FOR TRUSSES 31 CONNECTOR PLATES SIZES ARE BASED ON AXIAL FORCES ONLY. ON THIS DRAWING. INSTALLATION AND USE SHALL COWORN (MAXI. UNLESS NOTED OTHERWISE 16) NO MEMBER OF THE TRUSS MAY BE CUT OR MOOIF IED IN ANY WAY. 41 CONNECTOR PLATE SIZES ARE CALLED OUT WIDTH (ACROSS SLOTS) WITH THIS DESIGN. 121 ® INDICATES BEARING LOCATION. 17) SPECIAL MOro MALING CARE SHOULD BE TAKEN DURING SHIPPING A BY LENGTH (ALONG SLOTSI AND THE ORIENTATION OF THE 9) THIS DESIGN 15 APPLICABLE TO SHORTER SPAN TRUSSES OF ERECTION OF TRUSSES. SEE H1991 FOR RECOMMENDATIONS. SIZE CALL OUT Iq THE DIRECTION OF THE PLATE LEWQTHIDENTICAL LOADING AN13 COWIGUPATIGH._ -CONFIGURATION AND LOADING SPECIFIED BY FABRICATOR CODE : ASCE 7-88 BUILDING TYPE: ENCLOSED CAT: I WIND SPEED: 110 NPH -REPETITIVE MEMBER STRESSES NOT USED -OVERALL BUILDING DIMENSIONS LENGTH x WIDTH: 60-0-0 x 47-0-0 -ADDITIONAL PLATING FOR HANDLING TRUSSES IS RESPONSIBILITY OF FABRICATOR -DISTANCE TO COAST: 0-100 MILES EXPOSURE: C MEAN ROOF HEIGHT: S-0-9. -A - 3-8-10 LUMBER DURATION. 1.60 PLATE DURATION: 1.33 -UPLIFT CONNECTION REQUIRED FON EACH BEARING FROMILEFT TO RIGHT : TRUSS WITHIN 'A' FROM BUILDING ENO: (5600.5600) TRUSS BEYOND 'A' FROM BUILDING ENO: (560/.560/1 •NET MIND PRESSURES BASED ON DEAD LOADS SHOWN BELOW. RUNL 2-10-0 N _2-10-0 RUM r 1-5-14 1-5-14 54 Plf Max "eight 1-9-3 24-0 760 12 12 2146 690 6`9# r m 1 1230 2 t la 2-613`0 2.63`0 1 13.5110Z 13.51 1OX m M 3x4 Tu 3x4 20 PLF 2-10-0 2-10-0 2-A-0 720 I 1-4-0 M 5-8-0 _ _ _ -_ 1-- 1-4-0 r � Force*(L-R] TOP BOT WEBS -378 337 123 -376 337 No trusses: 1 Truss designed to support 2-10-0 jack system with Outrigger Maximum deflection occurred at bottom joint 02. Maximum Live Load Deflection of 0' (0/16), Index-.022, (L/17000) Maximum Total Load Deflection of 0' (0/16), Index-.028, (L/0) CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF1 TC LUMBER TRUSS: 5'8' TERM.HIP T-17 /TRO ALPINE ENGINEERED PRODUCTS Inc V�000 2-0-0 LL TC 20 2X4 02 N SP ENG. FOR: TRUE TRUSS INC - J 1001 S. GSW PKWY. BC LUMBER PROJECT: CENTEX LOT 143 SLS DATE: 24 Aug 1993 GRAND PRAIRIE, TX 75051 e 1 OL TC 7 2X4 02 N SP (2f 4) 660-3940 Ei( TNS-�QF(-STC— LL BC 0 WEBS LAYOUT ID: 92 25 OL BC 10 2X4 03 SP ADDRESS: SCALE: MEMBER TRUSS PLATE INSTITUTE TOTAL 37 EXCEPT AS MAY BE NOTED 112 0 LUMBER SMALL BE OF THE SPECIFIED MINIMUM GRADES. 5) CONNECTOR PLATES SMALL BE INSTALLED SYMMETRICALLY ON 10) ALL TENSION CHORD MEMBERS ASSUMED TO BE CONTINUOUSLY 131 3p' INDICATES LATERAL SPACING MEMBER TIx4 MIN I SPECIES. AND 19111 MAXIMUM MOISTURE CONTENT. OR SUCH THAT THE JOINT. BRACED BY EITHER 3/6' (MIN) PLYWOOD SHEATHING. 1/2' 141 INSTALLATION AND ERECTION OF THE TRUSS. PERMANENT, AND 15 OF HIGHER ALLOWABLE STRESS VALUES. ALL VALUES USED 61 IOP CHORD SPLICES ARE NOT RECOMMENDED TO OCCUR TWIN) DRYWALL OR SPACING MEMBERS SPACED 10' 0.C. MAX), TEMPORARY BRACING SHOULD bE DONE IN ACCORDANCE WITH FOR DESIGN ARE BASED ON THE LATEST EDITION OF THE NA- DIRECTLY ABOVE A BOTTOM CHDRO SPLICE. UNLESS NOTED OTHEPWISE. CURRENT TPI BRACING AND ERECTION Plx1LICATIONS. TIONAL DESIGN STANDARDS PUBLISHED BY THE NATIONAL 71 V-2000 APPROVAL NUMBERS; UBC 2342. FNA TCO 2014, SBCC 111 ALL COMPRESSION CHORD MEMBERS ASSUMED TO Be CONTINUU/5LM5) NF THIS DESIGN CONFORMS TO CURRENT IPI DESIGN SPECIFICA- FOREST PROOUCTS ASSOCIATION 7231, BOCA FILE 86-125 BRACED BY EITHER 3/8' THIN I PLYWOOD SHEATHING, 1/2' TIONS FOR METAL PLATE CONNECTED WOW TRUSSES AND 21 THIS DESIGN IS BASED ON CLARY CONVECTOR PLATES ONLY 81 THIS TRUSS HAS BEEN DESIGNED FOR 111E LOADING SHOWN (NINA DRYWALL OR BRACING MEMBERS SPACED AT 16' a c. QUALITY STANDARDS FDR TRUSSES. 31CONNECTORUN CONNECTOR PLATES SIZES ARE BASED ON AXIAL FORCES ONLY. ON THIS DRAWING. INSTALLATION AND USE SMALL CONFORM (MAX). LESS NOTED OTHERWISE. 161 NO MEMBER OF THE TAUS3 MAY BE CUT OR MODIFIED IN ANY WAY. 41 CONNECTOR PLATE SIZES ARE CALLED OUT WIDTH (ACROSS SLOTS) WITH THIS DESIGN. 12) ® INDICATES BEARING LOCATION. 17) SPECIAL HANDLING CARE SVAXA_Q BE TAKEN DURING SHIPPING AM BY LENGTH (ALONG SLOTS) AND THE ORIENTATION OF THE 91 THIS DESIGN IS APPLICABLE TO SHORTER SPAN TRUSSES OF ERECTION OF TRUSSES. SEE H1�H1-91 FDR RECOMEMOATIONS. NTICAL LOADINO AND CONFIGURATION. CODE : ASCE 7-08 BUILDING TYPE: ENCLOSED AT: I MIND SPEED: 110 MPH -CONFIGURATION AND LOADING SPECIFIED BY FABRICATOR OVERALL BUILDING DIMENSIONS LENGTH X WIDTHS 66-8-0 x 37-0-0 -REPETITIVE MEMBER STRESSES NOT USED DISTANCE TO COAST: 0-100 MILES EXPOSURE: C MEAN ROOF HEIGHT: B-10-9. -ADDITIONAL PLA71NG FDR HANDLING TRUSSES IS RESPONSIBILITY OF FABRICATOR. A - 3-6-10 LUMBER DURATION: 1.60 PLATE DURATION: 1.33 UPLIFT CONNECTION REQUIRED FDR EACH BEARING FROM LEFT TO RIGHT TRUSS W17HIN 'A' FROM BUILDING END: (322/.322/) TRUSS BEYOND 'A' FROM BUILDING END: 1322#.32201 NET WIND PRESSURES BASED ON DEAD LOADS SHOWN BELOW. ( 2-10-0 ) 2-10-0 Max Haight 1-9-3 17 54 PLF 12 12 6 1 oM 1 TI :I I= 1 212101 20 PLF Mn N 3X4 3x4 2-10-0 I 2-10-0 ) Forc es k-R) 1 TOP BUT WEBS -200 195 73 L 5-8-0 _1 -250 195 No trusses: 7 Special Loading: Refer to Loading Diagram PPSA ANALYSIS Maximum deflection occurred 14.55" from the left end of bottom panel /2. Maximum PPLive Load Deflection of'O" (0/16), Index-.013, (L/32250) Maximum PPTotal Load Deflection of 0" (0/16), Index-.015, (L/0) CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 5*6' COMMON T-16 ALPINE ENGINEERED PRODUCTS InC y,�000 2-0-0 LL TC 20 2X4 #2 N SP ENO. FOR: TRUE TRUSS INC - 1801 S. GSM PKWY. BC LIMBER PROJECT: CENTEX LOT 143 SLS DATE: 24 Aug 1993 �� GRAND PRAIRIE. TX 75051 8.1 OL TC 7 2X4 02 N SP (214) 660-3940 TNF`'-FOR LL BC 0 WEBS LAYOUT ID: 110 triOL BC 10 2X4 03 SP ADDRESS: SCALE: MEMBER TRUSS PLATE INSTITUTE TOTAL 37 EXCEPT AS MAY BE NOTED 3/4 11 LUI4BER SHALL BE OF 111E SPECIFILU Ml.d.AW GRADES. 5! Ci,IEC10R PLATES SHALL BE 111STAIIED SHANETAICALL, 011 IG; ALL TEHS1511 CHCAIJ MEMBERS ASS:►1EO TO DE C01111110..1'.A I Ii! IIIOICAIES LAtkMM. 64:_11101 It NOEF IJAA Nilly SPECIES. M10 19%NAAIWJM NDISIUAE C:YITEIII, OR S•3CH IhAl 111E J01NT BRACED 6, EII/Ec ii tl` �IaIH! PI Irt?l0 StEAIN11G. //3' IA, IIL51M_LAIIGII AIL f�ECiIU,:X /1% IG,SS, K-A,EHI MG IS f HI OrEP MLLAY A LE SIPESS JALUES. ALL IMUES USED 6; IF CACP'&SPLICES M✓(0111 Pk CG104EIWEG 16 OCCUR OMNI. LH•MALL JI BPA'{I"MEMBERS SPACED 10' 0 C t.." IEI.WCPAPI BHACInS SIK.:A.G BE UGHE IMM ACCCAPGAIIE 111. FOP DE51 C41 ARE BASED 011 THE LATEST EO111311% Tet IIA- GIPECIL" AeU'✓E A AOTtGM CHLPG SPLI^_E. :,IE.ESa IYJIEL,01,47HKISE E14"w"I IPI BPACIOG MG tFE.l lC11 P.IBL 1CAf1U15. 1101441 GESIGI1 S7MLAN05 P'A9L 151470 B, TIE 11111WAL 7, V-2000 APPF✓J'✓AL IA.AYfEPS: JeC 2342. FMA ICU 201A. WC III ALL XWRESSIDI.CHCHI;NE141ENS ASS:AIEO 10 Be CWII IIaJIYJ51.n5, 1.15 GE SIW,CW6GN+S TO-'JF'PEHT IPI DESISA SPECIFICA- FOPEST FtTO(1UC15 ASSaCIATION 7251. BOCA FILE 06-125 BRACED Be E111EN 3;B' 'Mill.) PI,w"SHEATHIIY. 1/2' IWAS FGR ME IAL PLATE CU4E_IL6 NGL IW:SSES MET. 21 THIS DESI&I IS BASED Ott CLAM,COIYECION PLATES GAI BI THIS IF?JSS RAS BEEII OESI011E0 FFA 11E LGAOIIM SIK,IMI :M 111 1 UP,MALL UH BRAC GIG MEMBERS SPACED Al 26' 0 C. 004 L 1T, Si MIDAAGS FA IPUSSE 5. 3) Cb1ECICA PLATES SI7tS ARE BASED 011 AAIAL FWCES OIIL,. 011 THIS ORAMI116. I1ISIALLATIUI AIG USE SHALL C17FfAM :MAA!. u1ESS HOLED OTHCAKI SE. IEI IKl MEMBER OF THE IPJSS MV BE CUT CA M6GIFIED 111 MI,MA,. 4) COJIECTOP PLATE SI IES ARE CALLED SJT WIDTH :ACROSS SLOTS; WITH THIS OEST&4 12: IIOICAIES fIEAAUIO LWAIIG/. 171 SPECIAL IW QLIIIO CARE S101A.0 BE TAKEII G,AIIQ 5HIPPGI3 M Be LEIG (M01G SLOTS) MG I- -IEGT ATIOII OF yet 9; In IS DES10G IS APPLICABLE TO SnOPIEP SPAII IW.ISSES OF EHEC(IUM OF IPUSSES SEE nIS-91 FOR PECW/ENDATIOHS IT, LW&I1S61 LOADGW MID COIFIWRAUWA� _ ^C FIGUTA 101! AND LOAGIl1G SPECIFIED BF FABRJCRTOR -ACIOITIGIAL PLATIIIG FOR RAIIGL111G TRUSSES IS FIESPGISIBILITC OF FABRICATOR. -THIS TRUSS 15 AESITtIAEG OlILY FOP INE LOADS 5110)x1. PPD'/JSI011 FOR T11E PREVE11T1011 OF 1`0110111G MUST BE MADE ALIO IS HOT ]HE PES"ISIBILI10' OF THE TRUSS FA64ICAIGP OR CLAP/. ✓ -FALSE 8011011 CITE" IIFCPMATIOII FALSE BOT 21-0-0 011 LEFT. VEPTJCAL SPACIIIG-4-0-0 USE 141141" OF 2A4 PLATE FOR FASIEIIIIIG FALSE 861 U10P0 VERTICALS. USE 3x4 MIN. FOP SCARF G!FALSE BOT CHOPO. . IRUSS BOTTOM C"COO ABOVE FALSE BGIlG4 Ch(A%G M'JST BE BRACED WITH 1.4 COIJI. LATEPAI. BPACIIxi Al 24"0.C. IULX SPACIIIG. 3-6-0 RUN 5-5-6 5-0-10 5-11-7 6-1-3 5-11-7 5-0-0—RUN 130 1-5-14 02 02 12 #2 12 1-5-14 74 74 PLF Max Height 5-7-3 32-t-0 921 12 Q 6 3160 12 1 3500 6170 7831 6531 12 6 �X� 6 X3781 \1 1 ♦ / 3x 4 Ste 19 _ 17�0 X950 1661 2110 3711 471 10111 1360 25821 -- —d T 0 26090 13.5)547 Sxo'1 7x6 3x5 N 3x6 (3.5139% Q 15)0 1 =33.43 3x5 -� -T1 12 ' T.0 20 ' 20 PLf 3-6-0 10-6-0 5-11-7 5-1-3 5-18-7 5-0-0 32- -0 2200 BUILDING TYPE: Enclosed Residential 37-0-0 en CODE: Standard euildiTly Code (SBCCI 1991) VINO SPEED: 110 Aph MEAN ROOF NIGHT: 151 TRUSS LOCATION: (Se) area NET WIND PRESSURE BASED ON DEAD l S SHOWN BELOW UPLIFT CONECTION REQUIRED: N AT EACH SUPPORT. SEE NOTES 10 AND 11 ABOVE. No trusses: f Special Loading; Refer to Loading Diagram Maximum deflection occurred at bottom )Dint Ifo. 2 NewDerB Required FASTEN TOGETHER M1Ttt Maximus Live Load Deflection of .558' (9/16), Index-.452, (L/7961 TOP 10d NAILS 12'O.C. Maximum Total Load Deflection of .874' (14/16), Index-.472, (L/508) 807 10d NAILS 12.O.C. RECOMMENDED CAMBER: .47" ®�y�(A?,_Z3�j,Q/ � MES nod NAILS 12'O.C. FASTEN AT OR NEAR ALL PANEL POINTS. Q/� Qr'J• 3'22-93 wT�D 0� _DO NOT NAIL OR BOLT T)IROUG1f TRUSS PLATES. EJ'11'f CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING IPSF) TC LUMBER TRUSS: 37.0• HG-S �1-1 OMG. 0� ALPINE ENGINEERED PRODUCTS Inc y_2000 2-0-0 LL TC 30 2X4 r2 D5 SP1 ENG. fOR TRUE TRUSS INC - SDS /5- -1&7 1801 S. GSM PKWY. BC LUMBER PAO,/ECT: CENTEX 3708 A DAIS: 25 Feb 1993 GRAND PRAIRIE, TX 75051 7'0 UL TC 7 2X4 Y2 N SP 121.11 660-3940 PLATE- AREA: INC. FOA-STB 1.1. BC 0 LAYOUT 10: OF/ HERS 60p T.1 Dt NC 10 2X4 03 SP ADDRESS: _E__ SCAt E: 1/H !� .' lus"'•"'.PiSEtA iE, S it C'\ 1(trt I EAl yE'.pCf` tPt f y coslk iEE s cA - o w la,I"It.,c f�tAW, $(AslGt&tu 5 f A t of 5}li►KEt` cM x�►tta5 a5 4S5• rM.iJlt 9_o tt' lsk rtsr +tUh f,illOAPG IaJSS 01 oc fdp FE Ua, ate E.N/t@ tdEaS SpF�Aw)dE t;Uti ltfa Wslt�.PBkik uttt3 CS: alb µ4 tEt bEtlE\t,C � e'"L }55.ME0yt¢.At+t t 6• f71 l` Gt,u�ai tfrhI f11I pl51HLL1lf toi fGP`Nf. tol _.,EGtA`t y.tPw\ aEtmE ,nr }CED 04 p 8f PE`'p pPO4�15161t Att.ul W'JIM y t.ter, C,V v .a\a'`SPS s° Ctf 1 5 t5 1. ({ f,/'e-'/j Nt�•1Pl F,►E CtF EE,\i.tP•��ypPCUtP e,E 1 t.7►GtIN 14 1w. ►Oe�t5Ai0pT THE tUSt AttE0 9 i,�.x` ttl 0R}GEG `rMitt to+tP 01e'r�AitU- T(Gl }F fQp t f� }11D /''•!tt HE tt4i,G\ • sBct ,Nutt �►ES5 �AaOW -Oyfl }t p`.}Apt ar,ytx. T t,{t PTiC►ES' Aiies apt PEI;,SPI-VCEnA tc9 t'tt t :NM1.1tg1GA+fS C OilttillF 15 pE5{ '0114'; ' tt• 1. 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Y t #A. .OrfHd at Otto ��OHx•.436' 1tiJ52�1 t„1tJ�Q p`" ~ 50`� 25 FCO X993 of X61. dex, .a55 16Ctiof1 Opt .53, ,93/;61. 1� 3 �3 Qfv"' (� Uc5S 1NG oatE' (j " 1P 11art.000 0 flee �pn Ot 54 Ab p6� `� -Z2- A 40� . CENAEX 31p6 A Gi-40 4Ofox bo 0Hf16Gt EWO GA (1. Y �c+o•if C1•. Oev t reY Iota load PEG0MIN y� N 5? Pf �1T to. Nax�*) 1a �- �c 4ur�Ep 2Xq #2 5 5p t}DOPE'S No LCUbgg9 i LORDl ' kpSP� LUHOEA 2X1 P2 Sp i 5pY'C1No tL TC 3p zXA Y9 �O.C• - �`' tU°i`Hari. " twr.1, :•^S �.-.QSµ .5f.✓' '.NF'pt 1Ms..f� / +y,U j,lc1 o� S Tnl h fGN ,Ohpf✓ S U� PE` _ `�11+t10E Ni,1,,H'pS hcep 14 tLt,titrA' A, VI \tvp pf o (,haE 01a-g1 to,ICFt$ f/�t u�c e,ltt r�"tisE" H5 hs5 E55'F.ra"" �t� iii t��t°F }a��f►Bf'}CFS�tSI60v15}a f� Lit pw`E tF,� o uT iµHvO'.M'yE,tit .tICEp i wECtf}E55E`' 110 Wt }tPft '�Op15I6t N 01-M ESC++' SiINE 57p�h,\ j5E11,I110: W 1tMW U►O 1 ,tµiio 5 t..M 111 LL�htEU d'MI,i°;io ptrE11I At. 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CAtt�µ�a��:"""" a1 :�EE06t0 S[s'� A}9t v 3221 A� to 3t 3%51 i t6Gi •% t2 '� \ e6t Oro t2 2731 �\ T '0 0 1 Ay+ %1 t267 2'%0.0 5 ' A6f I%3# 13.51 12 2 ;13t 3'A.9 A,0'0 i2 © 971 �A2 123! }0U# 1.5'1 Ff�'I A 31A +'3 11}1 3yA %3'51 20 20 Nf i 3AA — f 3x1 ti ��e�; icc �gg11 'SSPE: Ervc` C� Scefdrd 0>J1 SHS �� PpOStS "0'0 A o CSE' SpEEO GHS; 15` area Low S EACH �* 1' J10p m (Se) O OE��{2j_# t1 5xe 12 3 5-60 ME�`N 5 l0�`ZE 1001. 91 RE0: L� " s1 5 8 0 NE S Wt itt 10% 91 P'6pVE VS 5.9-0 Up�t votes 10 0 �H0 A-0-0 31,0' SEE 1'0-0 t'A'0 ONO Opt #A. 13291 f 1_3 )Otn 271. lot aA�7y1 tnl f,�i,6t�, ' 1993 50F ton o�c,Cred'el5Je�161 lode*t�dex� 263 ?�,� I 1 3? 0 Sp G ' OatE: 25 F6U J51+` �t O5 x1�Up delle,tOvt OOf 52a , � �� 7 Z2'� tPI SF CENTEy` 3106 NVB 4080 0 U all% J�� EVPp�GS: 9 '�Nax%�'�� total 4p8 ,— � e 5P LnvO�} 10 Naxteuca Left 2x4 A2 p Sp ►o}} SS' 00 trUSge$ 1 LOA � p5f\ tOc c. P 21,A �2l3 SP7,GS) iN0 LL tC 3O 2x4 _ .O G ,0'O tG MEAS -2000 \ 2 _ h 5i1: �� 0 LS/IDEA SHALL BE Of IME SPECOIED M1111WAL4 GRAUES. 5! y',G**CJCP PLATES SHALL UE 1HSTA1.LL0 5+WETAi CAtLr 494 SG; ALL SEIISE%l UWAG 44BEPS A55'_AE0 10 BE C9lit itAA',JSi.r SPECIES, MOD /5x kAI IW-1A N31SI94 tallEl4t ,7R SJCH 4HAt tME .Anti. SAACEG 6+EII14'A A/8" rMIH! KfO:00 W1EA7HItG, 1/2' 141 Hr_.,, IS 5f "IQnFP ALLr3MA4ME SIKSS tAt UES, ALL JA4.UfS USED B: IGP C.UW,SPLICES AAE HOT RECOWEt"f, If,CICJH 1141H: W10ALL U.BRAC119,1E0BEPS SPACED 14' o c 44AA,. TEMPCPAPI a fOR OESIGH APE BASED TAI THE LATEST fUlliuC a THE HA- GIHECiL+AiW'tf A 801 TC41 CHGPG SPL ICE. :4M.Ess HUTEO LUkOMlEe C44E1) IPI BRAC11-. 110HAL C451Gt1 STAI[.AHOS f eLi51f0 be THE ltA110HAL It 't-400 AMPWPWPOAL QJNBEAS: UBC 2342. FMA TLB 2014, WC It! ALL COWPE5SIU4 CM'.M+ME4GEP5 ASS:JHEG TO BE C0+1itCArJSLt15t TttIS C4SlGtl C04FLOW5 U; foREST PPDGUCTS ASSi.CIA1104. 7251. BQA FILE 06-1s6 BRACED 8'r EIiHEM 3/8' 4111,i Kf A;O St(ATH11G 1/2' lIC44 FOP HEIAL PLATE CC44ECIEG M,..._ 2I THIS OE5104 IS BASED OR 4ANt C.0t#CTCA PIAIES CAL# B4 )HIS TRUSS Mt5 BEEH GESHAIED FCA IME IGA014Ai SHOW11 441141 DAI'MAIL CIA BPACIIIG MEMBEAS SPACED AT /6' 6 C. DUAL IIf SIA14ARDS F,,P tAUSSES. 3) CONNECTOR PLATES SIZES APE BASED 114 AXIAL FORUS Orn4. 004 THIS OAAxI14. 10STALLATTCA4 A41D USE SHALL CC46GPA :TexR!. U4f5S 4101ED OTHEAPISE. CBT TOD ME14EA Of T/E JWJSS We BE CUT GA WAGIF HIT HI 4) C011ECTCA PLATE $1115 APE CALLED 4011 MIDI" 4ACAGSS SLOTSi 111H THIS DES13t4 to NOICAIES 6EAA11Ci LOCATI01 171 SPECIAL HNGLUN3 CARE SHOuO 6EtIAuEH GUA1110 SMIP'N13 Aa be Ltt4GTn IAL014G SLOTS; AHG itf:A 1114TATI014 Of THE Si THIS OESIU4 15 APPLICABLE 10 SHORTEP SPAR HAJSSES OF EMCtiGn OF TPUSSES SEE rH8-5C FOR PLCC4"H0A110nS SIZE CALL(w is itf OtHEC,lfjdE„V.,.it* PLATE LItioln IM111CAL -CUaFiDURATtUI A1G LOAD0IO SPECIFIED BY FABRICATOR -ADUITIGIAL PLATIUS FOR ttAcLJ1IG TRUSSES IS PESPRISIBILIle OF FABRICATOR. -THIS TRUSS 15 DESIGNED DULY FOR THE LOADS SHOWN, PROV151014FOR IHE FRE110T1011 OF PUxlitG WSJ BE WADE A14 IS IWT THE RESPOIISIBILITt Of THE T1rJSS FABRICATOR OR CLARY. -FALSE 001114 CWUP0 1111F0(#tATI014 FALSE 801 21-0-0 On LEFT, VERTICAL SPACIIJG-4-0-6 USE 1411dWN OF 2x4 PLATE FOR FASKtlltw FALSE 801 CWA% VERTICALS. USE 3X4 0114. fGR SCARF C41 FALSE BOT 00PG. 41RUSS BOTIOM CIIW ABOVE FALSE SOM”Ct1O14O"I 8E BRACED WITH tA4 CC411. LATERAL 81140111 AT U"O.C. MAX SPACRG. 3-4-a PUN 3-7-e 6-0-0 4-3-7 4-5-3 4-3-7 5-4-6 5-7-8 AM J-5-14 1-5-14 74 PLF Max Height 6-10-3 12 6 3810 3220 3220 357# f(� ow 3z4 KJ 347t 12 6 t-=7 1230 103# 107t 87t [bit 106t 660 tout 4 ♦ 17120 17111 13.5167 P)1 516 f�a 13 5I&1x 7x5 3x1 30 5xa . 3 3xa i2 24 PLF 7-0-0 4-0-0 6-3-7 4-5-3 4-3-7 11-0-0 losed Residential 1-1^0 37-0-0 1-4-0 CODE: S andard Build ng Code (SOCCI 1991) WIND SPEED: 110 WIT MEAN RODF NIGHT: 151 TRUSS LOCATION: (Se) area NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW UPLIFT CONECTION REQUIRED: 1 , B AT EACH SUPPORT. SEE NOTES 10 AND 11 ABOVE. No trusses: I Maximum deflection occurred at bottom joint i4. Maximum Live Load Deflection of .288" 6/161, Index-,234, (L/1542) Maximum, Total Load Deflection of .452' (7/16), Index*.244, (L/9821 A,>,l, 3-z.3-J3 Q/tf.0 Winu �"-A'TE TYPE: O.C, SPACING LOADING IPSFI TRUSS: 37 0' N-11 i=4� OMG, t -- TC LUMBER 2x4 #'2 N SP �.� �.�'' ENG. FOR: TRUE TRUSS INC - SDS 2-D-0 LL Tc 3� i & OL TC 7 BC LUMBER PROJECT: CENTEX 3708 A DATE: 25 Feb 1993 + BC 0 HERS 2114 t2 N 5P LAYOUT I0: 4-OF ,C ^ 2x4 03 SP ADDRESS: cru c I! LVMBEA SHALL BE OF i1E SPECIFIED M1111WJM FAAOES, 5! CC4110E10A PLATES SHALL 8E 111S1ALLEO 5114EIPICAILI 1111 40i At IE1151011 OxxD MEIBEA5 ASS.AIED 10 BE COIIIIIA"JILti IJ! 6 11x11CATES IAIEPAL BAACIIx.REMBEA (9$4 11111 1 SPECIES. ATO 191 Maf 411914 MDISr'Jrt C:xlrEtll. CIA S.)iH THAT THE.AIt11 BPACEG BI EIt1ET. J1B' ,14111) FL,IMDOD Yf ATNIILT. 1/2' 14! HLIKLallll a1L ELECTIUI GF 7HE IGJSS. PEA11YEI17, ND IS Of nIr.EP KLiuMABLE STRESS IALUES. KL tKUES UWU 4 ITR CHx -Y AO SPLICES ARE IGT PECE110EG 14 GCi'.W IMIII: IAIMALL :111 B{IIIIIK.MEM9EPS SPACED f0' G c. IMAM:. IEMPCIPAP•BPAC111'i SHLUE 'AG BE D 111 ACCGHGAIICE Mltn FOR OESIGII ARE BASED 011 111E 1,alESI EU 111:41 l I"IIA- DIKCTL'I ABOVE A BDit6k CIIDM SPLICE. :11A.ESi 1."TED G71EPM1=E C11PPfill IPI BPACIMD A1115EPECTla,P'J1x ICATIGlS. T TONAL CESlwl STAfDAH05 P'JBLISIEO of THE MaT10NAL 71 Y-2000 APPRD'IAL IfAft A5. :IBC 2342. FnA 106 2014. SBCC %Ii ALL CC4IPRESSICII Crt:;%MEMBEPS ASSUMED TO BE CL441IltJD'JSLn51 THIS GESIGII CfAIFOPMS TO C',.PRErIT IPI OESI'.t1 SPECIFICA- fOAESi PBOWIC IS ASSGCIAI 1011 7251. BDCA FILE 86-125 BRAGEG 81 EIIIEA 3/B- ;Mlwl PLVNGGO SHEATH PIG. f/2' ACAS FTA MEIAL PLATE CC48ECIEC*"lawsbkS AUG 2) 1M1S DE51W1 IS BASED Ix)Zt APf CGIECIDP PLATES Gay. B) THIS IiPJSS HAS GEED OES)dED FCA TIE LGAD114. 5.61111 114111.) OR/114IL W BPACIIIG MEMBERS SPACED AT 16'P.C. WALIIe SI AIGAPG5 Faa TRUSSES. 31 COIItECIFA PLATES SIZES ARE BASED ON AAIAL FJ10E5 OIILI. Ort THIS DPANIIIG. 111SIALLATi G" AIIG USE 5HALL CCAIFGAM ;MAA!. Ux.ES5 I101ED OTHEAMI5E. fb1 1q MEIOEP Cf THE II JSS MAI BE.�[u1 OR MODIFIED 111 wif MAI. 41 COBECt CA KATE SIZES APE CALLED Ili BIDTH iACAGSS SL.OIS) x11H THIS DE51311 124 ® IIDICa TES BE aA It1i LO:.AIIGI. 171 SPECIAL MALA IID CARE SHOUD 6E 1MEll"I tC,SHIPP[I is MITI Bf LEf1GTn 1KOIG SLUTS; AIG THE CPIEMIATiON U THE B; THIS OES1W1 IS APPLICABLE 10 S110PIEP SPAM IHJ55E5 Of EAECI TOM OF IPIS5ES SEE"Ill_'I FOP PEc01ME1DAT 1 UPS i 15 i1f OIf:ECi 1611 GF-111E.RATE LE1GIn 1GE111 tCAL L OADIII�AID COIF IG'JPAT IGH _ - -CGIFIGIIRATIO1I A14:LOAGIIIG SPEC lF Bf FABRICAFOR -AOUITIGIAL PLATUIG FOR HAIIDLIIIu TRUSSES IS RESPO11518lL11I OF FABRICATOR. -Ili 15 TRUSS 15 DES12ED QJLY FOR THE LOADS 5.0141/, PROVISION FOR ThE PPEVEIITIUI LIF PUx1U1G MUST BE MADE AIIO IS 1101 THE RESP01ISIBIL11i OF THE IFQSS FABRICATOR OR CLAM. -FALSE 8011014 CHCIRG 111FORMATII44 FALSE EDT 21-0-0 Oil LEFT. vERTTCAL SPACIFIG-4-0-0. USE W11111" OF 2,41 KATE FOR FASTEUIIIG FALSE 801 CHCAO VERTICALS. USE 344 14111. FOR SCARF G1 FALSE BOT CNORG. TRUSS 80TTOM CHORD A84YE FALSE E6I1G4 CHORD MUST BE BRACED MITH 1x4 3-4-8 COM. LATERAL BPACIIIG AT 24'G C. MAX SPACING. FKM 3-7-8 4-0-0 4-0-0 4-6-0 4-6_0 6-4-8 6-7-8 RUN 1-5-14 12 02 02 02 02 02 02 1-5-14 74 PLf Max Height 7-10-3 12 c16 3150 333# 402f 5h5 3x4 SXS 2961 4701 a 273# 12 n2f \\ 24B/ \ 6 D � 3fi,r 0230 PIP O 'jiA \\ M 2'03 661 IOdI dC/ 130/ 1541 1271 631 / `�� \ r 17491 m 17100 13.5167 f 1 ■ 5x5 13.51671 5xS o 3x5 3x8 30 30 12 L 20 PL F 7-0-0 4-0-0 4-0-0 9-0-0 6-4-8 6-7-8 1-4-0 1-4-0 37_0-0 BUILDING TYPE: Enclosed Residential 4 CODE: Standard Building Code (SBCCI 1991) WIND SPEED: 110 q* MEAN ROOF NIGHT: 15' TRUSS LOCATION: (Se) area NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW UPLIFT CONECTION REQUIRED: 0 AT EACH SUPPORT. SEE NOTES 10 AND 11 ABOVE. No trusses: 1 Maximum deflection occurred at bottom joint M4. Maximum Live Load Deflection of .263' (4/16), Index-.213, (L/1688) Maximum Total Load Deflection of .411' (7/16), Index-.222, (L/1080) kov. 3-23-93 DquJ 3-22 q2 CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBER TRUS5: 37'0 H-13 1-5 CWG. 0 ALPINE ENGINEERED PRODUCTS Inc V�2000 2-0-0 LL TC 30 2X4 Y2 OS SP ENG. FOR: TRUE TIluSS INC - SOS Sl -T I 1801 S. GSM PKWY. BC LUMBER PROJECT: CENTEX 3708 A DATE: 25 Feb 1993 GRAND PRAIRIE, Tx 75051 7,0 DL TC 7 2X4 02 N SP ;OF /9 42141 660-3940 PLATE AREA: INC FOR STL Lt. BC 0 WEBS LAYOUT ICL 702 33.33 OL 8C 10 2X4 03 SP AOORESS. - --- - IaFMa.Pu Tn'1<;•; r>1 ATr� III`lI Iru1F 1IIrM SCAtE: - 1/li 111 UA4Ea SHAIt It X THE SKCIFI O*U,Iw:N CAAOES, 6! CWEELTOa PIXIES SHALL 8E INSfA1tED 504EIPICALLt ON 141 ALL 1CMIu1 CHLAD MEMBERS AW..0*0 10 0E COItt DAOINT. SPECIES, XO /431 MAA€WJM M0€SfuNE C011f£ttf, 311 SJCH INA$ THE JOINt. 8AACE0 6.E1NER 318" :a111! Ptlif=64EAIM113. 1!2' tot 1S of HlaHEP ALLWAIM E SINESS iALUES. Alt AAL OFS USED ti; fLP CHCPO SK1415APE Nat WCOMMENDEO 14 a^-CJF4 441H; GP.wAtt DP 0041:1146 NENOENS SPACLO W 0 4: (MAA:. TENPIN•... f0R IES€614 ARE BASEC all T1E LATEST 101110/4 if THE IIA- a1RECH a APVJC A 4x1 NH ChE44;SPLf ,CE. :ATLESS le'fEO WNERMTSE CuRKIN Tal 1--- 110MAL DES16i4 STATGAAM PJBLISHED ee INE NATIO LL II V-2COC APPWJ7AL tRMKIM UBC 2342, fHA ICB k1414. SBCC tl€ ALL Ca&#W SIr1t C"_'4D NEMKHS ASSUMED 10 BE C540111WJS nb4 WS CESI&t C0111`00143 ... FOREST P4zwIS AS%CIATI011 1851, OWA FILE 86.-t25 BRACED Bt EINEM 3!*' *AWN PLIW500 SHEATHIIG. 1!2' 11154th FOR VAIAL PLATE CQ#W_. _ 21 THIS OES10111 IS BASED E44 CLAW CUI1ECICA PLMES CatLf. BI THIS twins HAS BEEN DES€61ED FOR,THE LGADN46 SHOWN 1*111.1 OPIMALL UM ORAC114 NEMB£RS SPACED AT 16'0 C. OUAlilf SiAUOARGS F;A 1AUSSIS 3I COttIECIOA PLATES SIZES ARE BASED 011 AAIAL FORCES Oitt. Txi THIS 0AA*NG. IItSIALLAT€DII AID USE SHALL CUiDRN 11As!. UIAESS!00110 OTHEA141SE. TIN tq tE16la Cf THE MISS*A,ofUT TNA W.CIFIc 41 COIaECTOP PLATE SIZES AME CALICO pts[ xICIH 0MOSS SLOtSi M/IM MIS DESIOU 12t 110KAt£S 6LARINS LOCATICAI 171 SPECIAL HANDL 110 CARE SHNA0 tt [AHEM"ING 5014 - Wt LENGTH fALOW SLOTS; NG lot;MIEIITATIO!A Gf fit Br THIS fLSIWt 15 APPLiCA&E TO St WW1 SPAN[IPJSSES OF 1KCtICti OF €PUSSES SEE HE9-91 10A MCLNNEIMATIMS SIZE CALL JUT €S"DIFWIUI of THE)ATE LV6111, tGflit ICAL LQ0111i AID 90tf tAtitti -CUtFItiUiATICXt AIG IOAGUG SPECIFIED he fA8P1C1,16R -ADOITIOIIAL PLATING FOP HANCL UU5 TRUSSES IS RESP014SIBILITf OF FABRICATOR, -7H15 TRUSS IS DESIGMEO CA Y FOP THE LOADS 51tOM71. PROYIS144FOR THE PREVEUTION OF PGIDU€G MUST 8E MADE AMO IS t0f lit RESPOUSI6ILIlf OF THE IR-155 FABRICATQR OR CLAP,, -FALSE 86Th N Ct"16 IUFuRMATIOU FALSE BOT 21-0-0 Got LEFT. 40TICAL SPACIIG-4-0-0 USE NINIRUM OF 2AA PLATE FOP FASTEMIRG FALSE 801 CHOPO YEPIICALS. USE 3A4 will, FGA SCARF Ut FALSE 601 CHOPO, TRUSS 8013O64 0010 ABGlE FALSE OGITC44 CH"HAST BE BRACED*1111 04 3-4-8 COUT, LATERAL BRAC1116 AT ?4'vr,,C. MAX SPACII€G. AM 3-7-0 4-0-0 6-0-0 5-0-0 5-0-3 4-8-I1 5-3-3 RUN 1-5-14 1-5-14 74 Ptf MEN[ Height 8-10-3 12 Qa 407! 3710 7M 37G0i1 2730/ 359[ 12 2481 184! 323# c ASN �y , 4+ 1 3OGt 110! 1241 148! 72# 4y43 WIT 3G81 17120 1711! 13 5167 I till o 13 5167% 3X4 +a 7x5 5x6 30 5x8 .G1 3 3X8 12 20 PLF 7-0-0 4-0-0 6-0-0 5-0-0 7-4-8 7-7-8 BUILDING TYPE: Enclosed Residentfat 1-4"6 37-0-0 1-4'0 CODE: Standard Building Code (SBCCI 1991) Q WIND SPEED: 110 mph MEATI ROOF NIGHT: 151 TRUSS LOCATION: (Se) area NET WIND PRESSURE BASED ON DEAD LQADS SHOWN BELOW UPLIFT CONECTION REQUIRED: 0 AT EACH SUPPORT. SEE NOTES 10 AND 11 ABOVE. No trusses: i Maximum deflection occurred at bottom joint 04. Maximya Live Load Deflection of .265` (4116), Index-.215, (L11675) Maximum Total Load Deflection of ,415` (7136), index-.224, (Ll1070) 3- z3-g3 PLATE TYPE: O.C. SPACING LOADING IPSF) TC LUMBER TRUSS: 37'0' M-15 1-6 OMG. 2000 2-0-0 LL TC 30 2x4 02 N SP ; ETN(. FOR: TRUE TRUSS INC - 505 DL TC 7 8C LUMBER 2X4 CENTEk 370#3 A GATE: 25 Feb 1993 / 2X4 !2 N SPOF "' F! �t STt LL BC O WEBS LAYOUT 10: TIC 10 2X4 A3 SP ADDRESS: SCAtf JVHgEA SMALL 6E OF IHK SPEC if!£C R1014fx4 CA:AOES, 5? CCAYIECI(A RATES SMALL BE IIISIALLEL SeNtEIAiCµi r Oil tai Ali IE41SIC91 CH14iG NEWAAS ASS'.A4EO TO BE CGnlltaxlUS4 n SPECIES. ASD 19x All"k-w HOIST.."CUIIfla, SOP S:k"M THAI IHE J311II EhAUr a,E17lfu 3/8' MII11 ft 10030 SHEA1HIW //Y' LAI IS CP nIGMEA ALLJNA6tf SIMESS'(µUES. Ali I,LUES UStO 61 If.P C'nCNG SMLICES ARE 4461 RECHHEHOEG lU G.C'.N4 BInU GRANAtt JR 6NAC4tx:Ht MKI'S SPA4.'EG 10' a c INA/, IEtY'CHAr- fix4IXSIC4i AK 6ASCD INl i,*LATEST EOONA4 OF Int IIA- GIRtCIL'r A6u'!E A OWN*CHH"SPLICE. wk V.S tuJTEG 1111*1401$% +X•HEIH IPI 6PA TCGHAL GfSJG14 StmiCANOS PAk ISHEO 6r IHE HAIIiAU4. 7, 1-2000 APPRGlAL If_MIERS: VBC 1342, FnA IC6 2`414. SPCC 110 Ali CN4fWSSJC4l G1i.40 MEWAS AS.T Mf0 10 NE C1,44IMVrit fib, THIS IA5AcAi COWW"s I, FOAEST PMGOCIS ASSf,CJAf101i 725t. WA FItE 86-125 BNACEG B4 WHEN 3/6' 'Will i i'Ll*X4 SHEATHING I/2' ll.,HS FDA METAL PLXIE CLAIIAE.•tu 21 THIS OESINI i5 BASED Oil:x AAI CWx1ECTOR PLATES Olt 1 01 THIS IWJSS HAS OfEH CESIGUE0 fCA]HE LGA011IG SHOW 'UIH.I MOIAL.L O0 BRACIIIG MENBEAS SPACED AT 16' a C. QUALM, SIAIDAAGS F:A IPAJSSES, 31 CGIVECTCA PLATES SIZES ARE BASED 414 AXIAL FGACES 211-4. GIt THIS OPANDIG, 114SIALLAITGU AiG 145E WAIT. C041`0144 MAn„ 4XAESS 110Tto OTHEANISE. 161 LAI MENUA Of THE T41•JSS MAI BE yy7 CA IIGGiitEO.� A) COIAECICA PLATE SIZES ARE CALLED DUI 0101" IACAOSS SLOW NI IH THIS GES1311 121 ® 110ICAIES BEA411r,LOGNIGI. 17! SPECIAL "MU1110 CAFE SHOO NF tAXEH"Ilia SHIP01w Of IEJIGfn IALGI4G SLGIS4 AHC tit ORIEH1ATt014 GF THE 9: THIS CASIG14 IS APPLICABLE lG SHORTER SPA14 441'JSSES GF (RECIIGII OF IhJSSES SEE nib-9t fOR PECG10Elx1A110145 SIZE CALL OUT Is ItIf DIRECIlul am Tit Pt ATE LfIgin, IUIIIICAL LOADUr, _— -CGffIGtiIKTIGi AIG 1OA01tM4 SPECIFIED Of FABRICATOR AISIITIGHAL PLATIIIG Flit HAUAPIG TRUSSES 15 RESMISIBiLITf OF FAWICA100, -THIS TRUSS IS OESIWIEO UP Y FOR THE LOADS 5110MI, PROVISION FOR THE PREVEIItIon OF FGIDInG MUST BE MADE AnD IS 1101 THE RESPOIISIBILtlf OF THE IFTSS FABRICAiGR OR CLARY, -FALSE BGTTOM CIA)PO IlfcPMAT101f FALSE BOT 21-0-0 014 LEFT VERTIC;L. SPAC116-4-0-0 USE 1411411"4 OF 2/4 PLATE FOR FASTEIIIIN2 FALSE 8001 CMGHO VERTICALS. USE 3s4 14111, F&A SCARF G!FALSE OCT CHOW 3-4-8 4-1-12 1"S.BOTTOM CiGfxl ABOYE FALSE BOTTOM Cf""I BE BRACED NITH Ix4 3-7-e 7-10-4 1-0-0 5-8-3 5-4-11 5-11-3 C0111. LATERAL BPACIHG AT W O.C. MAA SPACRIG. RUN 1-5-14 02 02 02 02 f2 1-5-14 USX Height 9-10-3 74 PLF 12 �6 L Iqu7t 3}J J�x'c1 444!0__,-' 430t IlL 4150 \t \ 408/ t 12 248# \ i 2090 1230 441 ,11 6ii0 fOaO 12Ot 9U14# 1660 821 414,3 17121 13 5iF17 � 21 5x8 „o 3x5 3x8 3x7 20 PLF 3x8 t2 1-0-0 BUILDING TYPE: Enctosed Residential 7-0-0 4-0-0 8-0-0 8-4-8 8-7-8 CODE: Standard Buitding Code (SBCCI 1991) HIND SPEED: 110 mph 1-4-0 1-4-0 MEAN ROOF MIGHT: 151 37_0-D TRUSS LOCATION: (Se) area NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW UPLIFT CONECTION REQUIRED: �� I Ill AT EACH SUPPORT. SEE NOTES 10 AND 11 ABOVE. No trusses: 1 Maximum deflection occurred at bottom joint 114. Maximum Live Load Deflection of .251' (4/16), Index-.204, (L/1769) Maximum Total Load Deflection of .394" jJ(6/16), Index-.213, (L/11}27) 1 _ _ iE Y __ �_ Pt ATE TYPE,. O.C. SPACING LOADING {PSF) TC LUMBER 1{ f TRUSS: 37'0' n-:7 `1=i ljltG. e e 2000 2-0-0 LL TC 30 2x4 #2 Os SP , �. ENG. FOR: TRUE TRUSS INC - SDS 15414 - OL TC 7 8C LUMBER 2X4 M PROJECT: CENTEX 3706 A-it PATE, 25 Feb 1993 2 N SP 7 of ' -'IQ'STL tt. BC 0 WEBS LAYOUT /0: ^� HC 10 2X4 03 SP AGGRESS: - SCAt F 11M .�BE(.W,!] 11a1Nlr`. C,iIP�,�ES%W— V% [ %V&P— CO,-EoV. tA».- �ti:►�Ea IU*/iNt o, ' lots.ftA vo fIVAS w► a}E 1 p4.tCMf' NS!+ w,pO o %, �5t t%Of' r Sl CA THE .o 9'` y1 f ,`.. N Nt E•Y,%tset it 145t TO V�a`T o�2 \6`4,tAP N IDLTWE`'`'E�LiF (Si OF fR@P1CplOP tEwSE 1,�4' 91�W 4 lt& E. E,6't .F 6P :E HS pT l6' l71 S��1,U1 ,f p@P1 p1tS16(l 0.0; 0,y,r1.Vii�pAl NEIL f,E,tw�'a ltEO EPE p @ PESP LAI �NTro 010 C'O'' .w,P'' P55P CLF CE �5 is 11Eµ5. RX P1twt r �a.E-CC�y'Pf.Sjl l .310'.ttU6 NES t�j1tW 11;,1P A�a_@. yEP �p1 tEa S� F 111 ptt a wr E?E pN a1,:f., "C' . 1(GI pG t fUP ttpl�1100 p4 SP pE1EpW,,5E @�/ EI' p wi1N,y,A wE µ,5 to il-� SycC oPlGEI a{,1NSS Ipita UY G1�'p �p1(w� ,tf GPPp VEP11E TEI1itW F apple !1/5 y,.. PEtc'"#` Tcg.2afA. uplt. o�FTEs -CGo(1(tptF`G'CtJ� al I.E;E fuP f P.FFA @pT EG „i'' Etl\aP S '�TSetvc fo}4W1d,w�Uto w 121 \l FpL$L�@`aj 21{� 2,A SC G1 @Oliµpp c,�ppC(l�'' _.,s' T;, ✓, SPt 1tE. woTi'M. 2 t„!t TVP t ..��9at1' tf-N+t1�25 �a f(p SE SrUtt 5 FUS p,N(t�{1t11.00 p@avE'µ+�{�O.0 _ �/' yEa MTP ttt' `S5 USED 6 4+ o_ ,tE Eo GES�i'" �Ft�TR' 4E Ost @aT1GA p,.@ppC1TW lY Ey¢E r!4` UY h 1 0 '0 1%6 tEP y,1 at1 Ep10 u`E it,E`^T.i'E 1Ly µJ` T Rt , S 1W351, wt1, E to lh P to 14 "0.0E 5"SSSliEp b�Ttf PAt la Gam+ + 81 11�N`04i `�1pPt\t!� 11 t EE i xo�"s!`+E.O Ppk 1,S p. i .£BTW�t f(+K'ES yS,5'tpl5i q, EPyS ot IS a 5,;x,1►PE ,p1iG 1lITU r GW' 1 p!t! 11.tt'''' iA ptf fw af' GE51�!'5 pS D(w1 a eySEa p�T w1E'tg1 fl,VESI 5 et%TES �]Ei1t li TN1S a�y1 Ptp TE 5t2E,5, fvr- 31 to fcAlp twa� q to taTh r EE • A 367! Awa! A2 A! 5'9+0 Sty! j 21i! A'3..1A 3081 @@! 3_A-9 A-04 3! t73! t�\367 2i �3.yl X261 i 3*4 bi} 2a p`f g V l v a Residmo CCI iw� sws �t1A st ,der O + CODs p W1N BEEF Nt�Rt {SO) ere pN pE�p34Op.# 2x3 ��B MEAN Rdpjip�it E gAgEp D .!-� g e- 1,A-0 iRUgS 1 RESP W1iRE 3 S ECj 1011 R 1 �g 6*8 t� e_B_,0 'j`,Ej r,.0% is A 1 SEE *000 sits 9' A'0-O 97,0-0 ip-0 f DO 1 ,'A+0 d at pp 6too 1 aide%� 0 ?1 3�:�; �Ao ,9�3 sc n OGGorr l�. lAl ind@ 22 nn�nVt"�� , ` J t18Gt10 pl .2 A• t?/161' �J V NOV �w Std£ 3Iola MaX1 ,Load�@ f 1g t o0 of ,42� `/ S �E FOXCENtEx �, � Ota pea 08 i (� M� N 5� EPv�55p Nax1fW� ``�Ep ZxA 59 pGpf,E 9es. 1 Np ,p5f1 1, 2KA #2 NO trVB t 2y,A p.G 0-0 t� TC 0 Vices ..,►tE SVPE.. � .." tE gc 10 11 LL04IER SHALL BE IIF 114E SPECIFIED MIIIIWM GRADES. 5! CGEECIDR PLATES SHALL BE IIISFALLEO S.NIEINICALLr III IDI ALL TEN51i1 CIAx1G MENSE45 A5S:4EG TO BE Call 111x1.1511 III � IIIDICAIES LATERAL IWACIIu.MEMDEP 1104 Mill I SPECIES. Ale 197 MAIIMJH NOISFVPE CJUFEIIF. OR SUCH THAI THE JOINT BRACEC Br Ef HE1r 3/0- �MIRI P IMOJII SIEATHIIM7 1/2' 141 11151ALLA11G1 MG EPECT1:W1 GF ITE mllSS. F.EC.MAHEHT. MIG IS GF nl:wEF A1.L:IMABLE SI FESS IAL UE S. ALL /ALOES USED b; ICP Cr SPG SK ICES ARE HOt PECGWIEUDEL. ID GCCIIF IMlll l'H rMALL :III GHA.IIW MEMBERS SPACED 7G' 0 C. IMAM. IEHPCPARr BPA[IIIS SnGJIG IlE OWE 111 ACCLPGAIKE Olin FOR OESIGII ARE BASED 011 IIf LAZE SI E6111018 Gf THE 11A- LIPECIL'I ABO'/E A 110ITGH CHORD SPLICE. 'It ESS HOLED GIIEPIIISE CUPPEIIT IPI ePACl11r.Ade LPEZIIJI P.ICAFIT:HS. TIDIIAL CESIGII STMI:ARDS PJBLISrfO b/ TnE"ATI1A1Al 71 'I-21,'54 APPROVAL IAAIBERS. VBC 2342. FnA TCB 2014. SBCC 11) ALL CC -PESSIGI C.MAG 11EHOENS ASS•JMEO TO BE CC4ITII1JI1JSL 1151 11415 USIQ.CpFGPMS T. CtiMENI IPI ODSISIH SPECIFICA- FOREST PRODUCTS ASSGCIAIIUt1 I.I. BDCA FILE LIG-126 BRACED BI El IOER 3/b' ;14114.1 PLtWaCO SEATH111G, 1/2' TICN5 FSR AEIAL PATE CIANECIEG MUCO 1RLSSES AK. 2) THIS DESIGN 15 BASED ON U.ARI CURECIOR PLATES Ux 1. O) $HIS IWJSS HAS BEEN DESIGOWD FOR $IE LGA011t0 SHOW# �NIH.I ORINALL OR BPACItH.MENBERS SPACED At 16- P C. Ti0A1 IT, SIAteARDS FCA TWtiSES. 31 Ctr1ECT0R PLATES SIZES ARE BASED 011 ASIA; FORCES OIE1. rAl THIS ORAWIIIG. IIISIALLAIIGI/MID USE SHALL CUPWOW NAA). 1/AE55 II/IEO OTIHEFIISE. 161 f10 NEWAA rF TIE IWJSS NAI BE CUT GA MODIFIED 111 Mit IIA,, 41 C011EC1OR PLA IE SIZES ARE CALLED(?JI WIDTH IACRDSS SLOTS) MUM THIS DESIOti 121 ® IIOICAIES 6EAR1113 LUCAFIGJI 171 SPECIAL HAIQL)110 CAFE SHHOUIDIBE IANEN"It4 SHIIWIfi3 AI1O a'I LEtIGTn IALONG SLGIS) M4:INE OPIENTATiOH GF THE 9: THIS DESIGIF IS APPLICABLE TO SHORIER SPAM TPJSSES OF ENECIIGI OF 1PJSSES SEE nib-91 FDP KCGMWIAJAII0145 THOU. -CCAIFI"ATICAI A19D LOADDIG SOECIFIED 8/FAeRICAIDA -ADOITICIAL PLAIII45 FOR HAIIDLIIIG TRUSSES 15 PESP011SIBILITt OF FABRICATOR. -AtITICIPATEG HOPIZGIIIAL $40VENEUT LN"A TOTAL LOAD - .286' 3-5-13 RUN 2-9-11 4-5-9 4-3-1 4-4-13 5-9-0 5-7-4 6-1-12 RUN 1-5-14 1-5-14 Max Height 10-1-3 74 PLF f2 V 6 S:cS 376/ 3201 420E 326►/— \, fA 9 34 � \\2721 \ 4241 0 12 l 2220 `. 217► w 6 U I Y \ c x \ � 59► 128E 132• 7511 1731 861 /Y 2x3 H` 27;30 1713► 13.5119% 13.5167 � c I 7x9 3x4 5x6 3x1 3x7 9x11 2 20 PLF 12 6-3-6 6-e-2 6-6-6 6-5-10 a-fl-6 BUILDING TYPE: Enclosed Residential 02 02 02 02 1-4-d 1-4-0 41 CODE: Standard Building Code (SBCCI 1991) Q 37-0-0 WIND SPEED: 110 mph MEAN ROOF NIGHT: 151 TRUSS LOCATION: (Se) area NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW UPLIFT CONECTION REQUIRED: iO3g # AT EACH SUPPORT. SEE NOTES 10 AND 11 ABOVE. No trusses: 3 Maximum deflection occurred at bottom joint 1T3. Maximum Live Load Deflection of .366" 16/16). Index•.297. (L/1213) Naximua Total Load Deflection of .574" (9/16). Index-.31, (L/774) A 106-1/A 3- Z3- q3 4!91W L, J-�jE-y3-ZZ-1)3G_j;nn MLAJ CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING IPSF) TC LUMBER \ 11 TRUSS: 37*0* SPEC VAULTS T-9 DUG. ► ALPINE ENGINEERED PRODUCTS Inc V�000 2-0-0 LL TC 30 2X4 02 N SP ENG. FOR: TRUE TRUSS INC - SDS 151+1(0 1801 S. GSW PKWY. PROJECT: CENTEX 3708 A OAIE: 25 Feb 7993 BC LUMBER GRAND PRAIRIE. Tx 75051 7.0 OL TC 7 2X4 02 Ds SP BC (214) 660-3940 PLATE AREA: INC FOR STL LL SC 0 WEBS LAYOUT 10: 9 OF 546OL BC 10 2X4 ►3 SP ADDRESS: 3j -j1 .., SCALE: , I/H �A K. 11 LU41EM St"LL BE OF IE SPECIFIED 41111N.104 GRADES. 61 CC44ECTOM PLATES SHALL BE IUSIALLED 51141EI64ICML 1011 101 ALL IE11;I511 D0110 MEWtAS ASS:IMITG ID of CUIIIIxx1.15L I 131 l 1UDIC.IES EATF/IAL BRACHMS NEWfEN II14 Min 1 SPECIES. "ID 19%NAAIRJMMOISIUA( COUTE11T, OA SUCH THAT THE Algol MPACEC BI EITIER 3/8' iN110 PL-IMOUD SHITAIN111O. 1/2' 141 HISIALLAIICAI MC E14CIlCAI GF 1.1, IG.1SS F{R.01011. MG IS OF nl Ca*P ALL:IIIABLE SIHESS AALUES. ALL IAIUES USED 6: ICP ChCARD SKICES ANE 1101 PECC"4II,T£D 10 GCLUA INTIK L44INALL OP BPACIIIG HEMBENS SPACED EG' o C INA/:. IEWGRAPI IWACIni SnCAG 6E DNE 111 ACCOROXI" 1011n IF DESIW/ARE BASED UI InE LATEST EOITIOM Cf THE IIA- 1;SHE ABOVE A BOT1:.N CHORD f^ICE. UIx E=S witE0 GirEPMISE. CUPNEI II IPE BRAL114G ML EPEC11U1 P-i*LICATIOHS, T 1011AL GESIGM STM4:AHO5 PJBLISnED of IrE RATIEAIM. 71 V-2C00 APPRO.-AL MUSTERS! UBC 2342, FnA 7C8 201A, SOCC 11) ALL CC.MPPESSICII CHCRG MEHBEHS ASS!MG ED TO BE CHIIr_VJ5L/151 tn1S GES161t C011FOHH5 TO t'JtITEUt IPI DESIGII SPECiFICA- FOREST PROL11C1S ASS.LCIAIIOU 7261, 80CA FILE 86-126 BRACED BI El IICA 3/8' 'MITI.) PLIKCOO SIEATHIIIG 1/2' TIGIb FOR METAL PLATE C(4#*c3E6 WGD IRLSSES MO 21 1HIS DESIGN 15 BASED Olt:LAR/CCIVECTOR PLATES 14A-/ BI THIS IRJSS HAS BEEII DESiWED FLA It* LOADDIG SHOWS �M111 I DRIMALL ON BRACIIIG 11EMBERS SPACED AT 16' o C. QUALM SIMUARDS FiA 7PUSSES, 3) COrAEC1TA PLATES SIZES ARE BASED Ott A/IAT FORCES OIEr. G1 It 15 ORAMIIIG. IUSIALLATICII M4 USE SHALL CCAIFUIMI -MA/1. UITLE 55 VOTED OTHEAIIISE. 161 110 MEH6ER CIF THE TA'USS MAr BE Cul CA 1•JGIFIED 111 MTI 11Ai. 4) C0IAECTCA PLATE SIZES ARE CALLED O`Jl M1GTH iACRGSS SLOTS) MI In THIS DESlai 12) ® IIIDJCAIES&fAA1UG LOCAI[Ut. 171 SPECIAL HA"O"1110 CARE SHOULD GE TAMEH"HIS 5HIPPIH,3 NSQ O+LE1TGTn 1ALOTIG SLCTSI MID THE JPIENIATIOU rf THE 91 THIS DESIWI IS APPLICABLE TO SHORTER SPMI TRUSSES OF EPECII(AI OF TP�SSES SEE nfa-91 FOR PECGWWIOATIa1S SIZE MDRAIIEU -CCIUFIGURATIGI AMID LOAG111G SPECIFIED BF FABRICATOR -ADDITIC4IAL PLATING FOR HA1GLIHG IPUSSES IS PESPOIISIBILIIF OF FABRICATOR. -]HIS TRUSS 15 OESIWIEO GHLY FOR THE LOADS S110B11. PRU'IISIDII FOP THE PPEVEUTIOII OF P0II6111G MUST BE MADE AIN) IS HOT THE RESPWISl6IL11i OF THE TRUSS FABPICAIGR OR CLAP'$. -AHIICIPATED HOPIZCAUAL 14OVE14E11T L91DEA TOTAL LOAD - .284' 3-5-13 1-0-0 RUN 2-9-11 6-4-4 6-4^4 5-6-3 5-4-11 5-11-3 RUN 1-5-14 02 02 02 02 02 02 1-5-14 max "eight 9-10-3 74 PLF 12 Q 6 / 272470 7 t. Shs 470E 4101 A i l0 34, 3390 40BI 12 J 2228 6 v 2098 1 1 1181 1251 1270 7840 1680 621 vt, 598 2x3 ;A 1712E 17110 13.5167 13,5149% 111 0 1 7xa 3x4 3x3x4 4 5x6 30 b 3111 2 20 PLF 12 1-0-0 6-3-6 6-4-4 6-4-4 a-4-6 8-7-111 02 02 02 #2 02 BUILDING TYPE: Enclosed Residential 1-4-0 1-4-0 4 CODE: Standard Building Code (SBCCI 1991) �2 37-0-o WIND SPEED: 110 mph MEAN ROOF NIGHT: 151 TRUSS LOCATION: (Se) area NET WIND PRESSURE BASED ON DEAD DADS SHOWN BELOW UPLIFT CONECTION REQUIRED: IGC 0 AT EACH SUPPORT. SEE NOTES 10 AND 11 ABOVE. No trusses: 1 Maximum deflection occurred at bottom joint 03. Maximum Live Load Deflection of .347" (6/16). Index-.281, (L/12801 Maximum Total Load Deflection of .544' (9/16), Index-.294, (L/816) � 2oJ• 3-23-93 /�ll�(/ CLARY DIVISION PLATE TYPE: D.C. SPACING LOADING IPSF) TC LUMBER TRUSS: 37'0' HV-19 SPEC T-10� OMG. / ALPINE ENGINEERED PRODUCTS Inc V__2000 2-0-0 LL TC 30 2X4 •2 DS SP `1 ENG. FOR TRUE TRUSS INC - SOS 15+-14 1801 S. 65W PKWY. ESC LUMBER PROJECT: CENTEX 3708 A d DATE: 25 Feb 1993 GRAND PRAIRIE. Tx 75051 7.0 OL TC 7 2X4 12 DS SP OF - ---- - YOUT 10: �1VU (214) 660-3940 PLATE-AREA: INC.(7FOA-SiL IL EIC 0 WEBS 16 _ 582 DL 8C 10 2X4 43 SP ADDRESS: 11,H k11 Thi r�,q 911 .111 *rISTTniTF 33.33 Inln SCALE: A, 11 LUI40ER SnM.L BE OF INE SPECIFIED MIIIIWJ GRADES. 5! CWxEC10P PLATES S1/ALL 8E IIISIALLEO SIM4:IMICALLI Oil 101 ALL IENSIAI CrEY1G PEMBEMS LSt,0413, 10 BE C011111u0'.61_I 13! / IHDICAIE5/ATERM BHs•:ll M,KkLAR I/f4 NHI.! SPECIES. 010 192 MAlIWJM 1401SIUAE COIIIE141. OR S' 11 THAT 7HE Atilt 6RACEt.Br EITHER 3/8" .MLO K IM331%EAIH1113, 1/2' 14! INSt M.I At1G1I M16 fl.fcl1:44 CF 1HE I.J55. PEFHM#ut. MO IS Of .1"ll ALLOMAFrE SIKSS 41LUtES. ALL IAL UES USED 61 TW CIVU10 SPLICES AHE 1401 RECGM4:NDEG 10 CCC%lP IMIn .P IMaLL Gp fdIIC1, :11I 11JEHS SPACE. 10' o G 1.-:, 1LAPCP' I BRACH-'',SHC'JG PE U(1f 114 ACCC'GIlXE -It- TOR DESIGN ARE BASED WI II{LM1E51 EDlil:wl Gf ltf IIA- GI PEC(l'I ABUYE A�7TGI1 41lwlG SPL TLE. 'JIE ESS NOTED CInLPMiSE CUREIH IPI BRACING ML tPE:11J1 P:xx.ICAllu15. ,OR DESIGN Si MiGAHDS KOL i5rf0 BI 1"E IIATH4IAL 71 '/-2000 APPPO/AL 4CM8f RS UBC 2342. FIM TCD 2014. S8CC 11) ALL CCMPRESS1C14 CI✓�PG M:14KHS ASS'.MED TO BE CWII11fJODSLn51 THIS C4:51 Gt1 C014FORL5 TG C'.PAE11( IP[ 1Y 51•XI SPECIfICA- FOREST PROGUCI ASSGCIATIOII. 7251, BOCA FILE K-125 BRACEG BI EIII%3/e' :MITI.; PLIMGCD SKATH1IG. 1/2' IICIIS FCR METAL PLATE CLMILCTEG 1111F44 TRUSSES ATG 21 IM15 OES 161/ 15 BASED OII CLAR1 C(4AECIGP PLATES 1:441 BI /HIS IR'JSS NRS BEEII GESIdtED FTA TtlE LGAGIIG SHU1#1 IN 111.) OR(MALL OR BRACIIIG MENSERS SPACED AT 16' P.C. GIALITI SIt110ARG5 F:A TRGSSES. 31 COIMECTOR PLATES SIZES ARE BASEL(14 AAIAL FORCES 0141. Oil THIS OAMIII4G. 1145TALLAIIUI MG USE SHALL C04"TAM R4Af1, UIEESS I10TE0 OTIERwISE. 161 140 ME16ER GF It* IPUSS NAI BE CU( TA Ir.1GIF1EO 114 M4/MAI. 41 COI#IECI GR PLATE SIZES APE CALLED OU/ WIDTH IACRGSS SLOTS)., MIM THIS DESIGN /2) ® 11IDICATES GEAR 1113 LOCA 111,111 171 SPECIAL HAl"1110 CAPE SHOULD BE IAMEII WRIIq SHIPPIW M1 B1 LE44aTn IALMG SLGTSi MG TrE ORIE14TATIO14 C# Trf bots OESI.H IS APPLICMBLE TO Sr1OPTEP SPM4 TWJSSES OF EPECTIu/OF TRUSSES SEE nix-91 FOR PECC4"110ATIWIS S17 CAL, IF LE14In IrAtITICAL LOADItb MD CWFIGIMLATIGII -0011F IGURAT ILII MIG LOAGIIIG SPECIFIED 8'f FABRICATOR -AOUITICx1AL PLATIIIG FOR HA1101-11 J G IPOSSES IS PESPO14SIBILITf OF FABRICATOR. -THIS TRUSS IS DESIGIIED FAILY FOR THE LOADS SIIOWII. PPOVISITY4 FOP ]ME PREVE1111014 OF PGUDIUG MUST BE MADE AIIO IS 1101 THE RESPOHS161L11t OF THE TRUSS FABRICATOR OR CLAM, -AI4IICIPAIEO HOPIZGLTAL 140YE14EIlt U11DER TOTAL LOAD - .276' 3-5-13 PAM 2-9-11 5-4-4 5-4-4 5-0-0 5-0-3 4-8-11 5-3-3 RUN 1-5-14 #2 #2 02 02 02 02 1-5-14 74 PLF Max "Might 6-10-3 12 D 6 !� 3831 371• 396#/ 360# *, 3591 12 5 3 222# RL 6 116• \ 2t I 1tiB1 1570 1241 148# 720 4 590 r 4D 2x3 17120 1711# 13.5167 Ion a 13.5149% 3x7 PL -�o 1 7x9 3x4 5x6 3x4 ,' 3x11 2 20 PLF 12 6-3-6 10-8-8 5-0-0 7-4-8 7-7-8 02 02 02 02 A BUILDING TYPE: Enclosed Residential 1-4-0 1-4-° CODE: Standard Building Code (Sacci 1991) 37-0-o WIND SPEED: 110 sph MEAN ROOF NIGHT: 151 TRUSS LOCATION: (Se) area NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW UPLIFT CONECTION REQUIRED: 102A # AT EACH SUPPORT. SEE NOTES 10 AND 11 ABOVE. No trusses: 1 Maximum deflection occurred at bottom joint 03. Maximum Live Load Deflection of .331' (5/16). Index-.268, (L/1341) Maximum Total Load Deflection of .5i9' (8/16)1 Index-.281, (L/855) A Pet- ,3-23-q3 01W �[..__2,-zZ 93 wino — CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 37'0' MV-17 $PEC T-11 OMD. • ALPINE ENGINEERED PRODUCTS Inc V-000 2-0-0 LL TC 3p 2X4 02 DS SP ( ENG. FOR: TRUE TRUSS INC - SOS 15q-1{o tool S. GSM PKWY, BC LUMBER PRU.IEC1: CENTEX 3708 A DATE: 25 Feb 1993 GRA140 PRAIRIE. Tx 75051 7.0 OL TC 7 2X4 02 Ds SP " °F/ (2 14) 660-3940 PLATE AREA: INC. FOR_-STIWEBS. LL BC 0 LAYOUT ID: 1 33 544 33. DL BC 10 2XS 4 •3 SP ADDRESS: _-CAT-_E: -- r, .n�rn .n�P, t+i n1I !119t 111!1F 1„11 ,/ri 0eri 1) LWIBEA 51144, BE OF InE SPECIFIED M11611C4 GRADES. 5! CUNECTOR PLATES SHALL BE IIISIALIEU SIWIEIRICALLI WI 10i ALL IE1451W1 Cts NEIKIEA5 A55•JNED 10 BE C!A1I110U'J5L 1 13) / IIq ICAIES LATEAu C"c•=11w k(WAU 1vK Mln i SPECIES. NQ 193,MAIINIJM M3ISKIK C01ilfIII. 0R S•JCH 1147 THE .101111. GRACED Br EITHER 3/8' INiIIf PLINOW SIIEATHIIA). 112' 1.1 111;IALLAl1GI N4 EA.EC71C71 CF I'E IGJ55 PfFwA,EMI. NG IS of nI:4*P ALLwNA6LE SIPESS '7ALUES. ALL IALIIES USED 6: ICP CW-4;G SPLICES ARE tAOI PECGNIEIIDEC.TU G�CJR I Wit URIHALL uM BRAC11r MEMBERS SPACED 1G' 6 G IMAA;. IEw'CAAP1 BRACIlli SIVUAG DE UC4E 111 ACCGPGAIICE Mil. "IR Df51G/ARE BASED GII I.E LATEST EDIT)afl V THE 11A- GIRECTL'I ABUYE A BOTTOM CnORG SPLICE. :►KESS 1151ED WrLANISE CIIWIEIII IPIWAC116 AIL LPECIIJt P•.NILICAII 0415. TIDAL GESIGI STAILAMOS P•.1BLISrED BI THE HATIWIAL 71 V-2000 APPROVAL WHI)EPS: WTC 2342, FnA 7C8 2014, 58CC 111 ML CDMPPESSIJH Cr6MDN ME146ERS A55•.1NEO 10 IM: CGITIlr,&j5Ln5* TnIS fE51 DIll CWE01M5 TG V1pj1En1 IPI DESIStI SPfC1fICA- FOREST C04CX15 ASSXIAI10N. 7261. BOCA FILE 66-125 BRACED III EI IIE. 3/B' :MI11.i PLIM000 SHEAIHIIKI. 1/2' 110415 FDA METAL PLATE CUIECIEG 110GG IA-SSES NIG 2) IHIS OESIGH IS BASED 011 CLAMP CGBECT9P PLATES 01111. 61 THIS IRJSS HAS BEER DESIGEO PDA THE LGAD111G SHOW 1.111.) o,;,,ML DM BRAC111G MENBERS SPACED AT IV 0 C. GOAL 11/ 51AHDARGS FiA TRUSSES. 3) Cill EC1071 PLATLS SIZES ARE BASED 011 AXIAL FOIICEs Oct. al THIS DRA111116. IH51ALLATIGII Alto USE SHALL CWFGPII ;MAA). WiESS 1101E0 UTIERMISE. 16) IPL 1ENBEa OF THE IFIM5 MAI BE Cul IA 1400IFtED IM Ali, MAI. 41 C0r11ECIW PLATE 512ES AAE CALLED(!J) 91DTn IACRGSS SLOISI III TM THIS DE5101I. 121 ® NIDICAIES BEARNIU LOQ:Ai1G1. 17) SPECIAL NN4K1110 CAPE shaI Dof IA"EM FAhllp 5H1,Pt1 O MID B'I LEHGTn IALDIIG SLGISI NL I E OPIU41AT14i OF THE 91 THIS DESIGII IS APPLICABLE 10 SnDRTER SPNI IRJSSES DF EPECTTGII(F TRJSSES SEE Hill-91 FOP PECGNNEtd0A1IDt1S -CU1F GURATIUI A14D LOAGIIIG SPECIFIED 6f FRBPICATOA -ADOITIGIAL PLATI115 FOR NAIGXING TRUSSES IS PESPO1151BIU TI OF FABRICATOR. -Ili 15 TPUSS IS DESIGNED ONLY FUR THE LOADS SHOWI. PROVISION FOR THE PREVEt/TIOt1 OF PONDING MAST BE MAOE ANO IS 1101 THE PESPONSI6Il.11f OF THE TRUSS FABRICATOR OR CLAP't. -ANTICIPATED HORIZONTAL MOVEMENT LNIOER TOTAL LOAD .264' 3-5-13 RUN 2-9-11 4-4-4 4-4-4 4-6-0 4-6-0 6-4-8 6-7-e RUN 1-5-14 02 12 02 12 02 12 62 1-5-14 74 PlF Max Haight 7-10-3 12 1z:1 6 3200 3330 4021 s 3x4 322# 1 — 2651 2 \ b", 2220 /1 f IBI _ M N A 1481 1771 1641 1271 631 2x3 � 591 17131 17101 13.516) PL I Iu 13.51491 f 1 7x93x8 5116 m 3N7 -1 x 3yt1 O 2 a 12 20 PLF 6-3-9 9-6-e 9-0-0 6-4-9 6-7-6 12 02 02 #2 1-4-0 1-4-0 Q BUILDING TYPE: Enclosed Residential 37-0-0 CODE: Standard Building Code (SBCCI 1991) Q2 WIND SPEED: 110 opl MEAN ROOF NIGHT: 151 TRUSS LOCATION: (Se) area NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW UPLIFT CONECTION REQUIRED: # AT EACH SUPPORT. SEE NOTES 10 AND 11 ABOVE. No trusses: f Maximum deflection occurred at bottom joint /3. Maximum Live Load Deflection of .347" 16/16)1 Index-.281, (L/1280) Maximum Total Load Deflection of .543` (9/16), Index-.294, (L/818) 26V CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBER TRUSS, 37'0' HV-15 SPEC ^T-12 OMG. 1 ALPINE ENGINEERED PRODUCTS Inc V�000 2-0-0 LL TC 30 2X4 02 Ds SP ENG. FOR TRUE TRUSS INC - SDS [s4 l�p 1801 S. GSW PKWY. BC LUMBER PROJECT: CENTEX 3708 A )ATE: 25 Feb 1993 GRAN) PRAIRIE. TX 75051 7.04 OL TC 7 2X4 02 OS SP 1214) 660-3940 PLATE AREA- K TMC. FOR 5TH- LL BC 0 WEBS LAYOUT 10: 526 7'1 iq 01. OC 10 2X4 03 SP ADDRESS: SCAT E: 1/d ��t 11 LL04SEA SHALL BE OF THE SKCIFiE6 N1111MJ+CiTADES, 5) [4XECTOP PLATES SMALL BE IIISTALLED 51A4:TMICALl1 41 101 ALL IE14S1�1 C/ARG ME IIDERS ASS:MEG TO BE C011TIIB10'J5L 1 131 :A IIWICAIES LAItR4 bHA'-ITC 9*"*A /L/4 M111.I SPECIES. MD 19Y MAAINJM MOIST'lE COIITEIH. OA S-_)Ch THAT THE .31141 BRAI:ED 8+EI IILM. Sib" .MIM! PL IMO:A Sft ATMIl3, 112' 141 InSiALLA(IGe Alp EF4CT1:M GF )HE IF!6S PEFwMEn1, M4 IS OF nIGHER ALL:IMABLE STRESS VALUES, ALL IAL1E5 UStD b; TOP GOAD SPLICES ARE HOT RECOWfIIOLG TO G[Clxi IMTII; T2LIMALL :R Bn LCII-G MLMK"S SPACED 1O' P.0 IMA/•, IEMPCRAR. 10'"U'.SAJAG bE IL4E 111 ACCORCM E MIT. FOR DESIGN ARE BASED 44 THE LATEST E0111O11 a TME IIA- GIPECIL'I 460YE A BOTTOM inOHG SPLICE. 'JLE55 Ix.IEO GTILP111=E CtE vll iPt IRACIIIO ML kMEC 11 J1 M.ELICATi4d. I I41AL GESI314 STMpAPOS Y•JBLISED Bf IME IIAT141AL 71 V-2G"APPROVAL NJMbERS: UBC 2342. FnA TCB 2014. SICC 111 ALL C44PAESSIGI CId:MO ME14BEt5 ASSUMED 10 IE C4"I1e K0j5LR5/ IRIS GESICAI COIIFDIMS TO C.RRE111 IPI OESI+M SPECtFICA- FOREST PRODUCIS ASSOCIATION 7251, BOCA FILE 86-125 BRACED bf EITHER 3/8' :MI14i %/MOOD SEATHUIG. 1/2' MALS FDA METAL RATE C::It£aEO MOCA TR,SSLS Mp 21 1X75 OES1014 IS BASED 011 CLAR'I CC44ECTOR PLATES 4LV. B) THIS IA'J55 HAS SEE It GESIGIIEO FOR THE LGAOII*S10M4 111111.1 OAfMALL OR BRACT/1G MEMBERS SPACED AT 16' P C. WA11T f SIADAAGS FUI TRUSSES. 3) COISECTCA PLATES SITES ARE BASED(x1 AXIAL FORCES 440. LY1 THIS OAAMIIIG. 1115TALLAI/41 Mp USE SMALL CO16OA1 IMAq, ULESS IgTED OTHEPMISE. 161 Bp MEMBER OFTIE IwjSS"Al 8€Cut TA MODIFIED OI Mu MA" 4) COISCICA PLATE SIZES AAE CALLED OUT MIGTN OCAOSS SLOTS) M11H THIS DES141 121 ® IIDICATES BEARIip LOCATIOU t7) SPECIAL HM4L Oq CARE S10UL.O BE CUT AME14 DUAlto 5.11 1118 AHL B'f LEIIDTM IALTMIG SLOTS: MC,THE OP1E941ATiAI OF TnE 91 THIS OESIGU IS APPLICABLE TD S.ORIEP S'M4 I1x1SSES Or EPECTI44 OF TN'JSSES SEE n1B-41 FOR PECE4BE/AAAII0/1S -CCAIFIGURAT GI RIO LDADIIIG SPECIFIED Of FABRICATW -ADOITIOIIAL PLAIIIIG FOR HAUCLIU3 TRUSSES 15 PESPOIISIBILIIf OF FABRICATCA. -THIS TRUSS 1S OESIGIIEO GIILY FOR THE LGAOS 5"0{111. PROVISION FOR THE PHEVEIITF011 OF P0I0111G MUST BE RADE ALIO IS 1101 THE PESPOIISIB11.111 GF THE TRUSS FABRICATOR OR CLARI. -14111CIPAFED HORIZUITAL 140YE14EIST UIOER TOTAL LOAD - .302' 3-5-13 3-6-0 3-3-0 RUT/ 6-0-3 3-3-0 8-8-0 5-4-8 5-7-8 RUN 1-5-14 02 02 02 02 1-5-14 74 PLF Max Height 6-10-3 12 6 2501 3619 361E 3190 3529 3x4 3x4 Stt / \ 3960 12 ` 6 p 410 3 � 1976 1181 \ 2x3 \ \ \..\ 1 1281 1320 3300 1740 1061 \\ \ 591 \ e 17121 0 17110 13.5167 m Flo (3.51.49X r I 7x6 3z8 5x6 3x8 3z7 3r11 2 12 26 PLF 6-3-8 6-8-8 6-6-0 6-5-0 11-0-0 02 02 02 02 1-4-0 37-0-0 1-4-0 �( BUILDING TYPE: Enclosed Residential A CODE: Standard Building Code (SBCCI 1991) WIND SPEED: 110 no MEAN ROOF NIGHT: 151 TRUSS LOCATION: (Se) area NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW UPLIFT CONECTION REQUIRED: AT EACH SUPPORT. SEE NOTES 10 AND 11 ABOVE. No trusses: 1 Maximum deflection occurred at bottom joint 03. Maximum Live Load Deflection of .337' (5/16), Index-.273, (L/1318) Maximum Total Load Deflection of .528' (8/16). Index-.285. (L/841) d 2�+f• 7-23 q3 O V CLARY DIVISION PLATE TYPE: i O.C. SPACING LOADING (PSF) TC LUMBER _`h i TRUSS: 3710 MV-13 SPEC T-13 OMG. 0 ALPINE ENGINEERED PRODUCTS IncV_2000 2-0-0 LL TC 30 2X4 02 OS SP' ENG. FOR: TRUE TRUSS INC - SOS 4/!o 1801 S. GSH PKWY. 7BC LUMBER PROJECT: CENTEx 3708 A DATE; 25 Feb 1993 GRANO PRAIRIE. TX 75051 '0 OL TC 7 2X4 Y2 O5 SP LAYOUT ID: �3 OF 9 (214) 650-3940 Pt ATE AREA: INC.. F0R7 STC LL 8C 0 WEBS l 542 OL BC 10 2X4 03 SP ADDRESS: -AL-- --- SCE: 1/8 I) LwBER SMALL BE OF THE SPECIFIED MIUIM.M GRADES. 51 COIFECTOR PLATES SHALL BE 114SIALLED SnMEIMICALLI Oil 101 ALL IE1151011 CHUM MEMBERS ASSJIED 10 BE CGNTINUOJSLI 131 14 IIWICAIES LATERAL BRACING HEWKA Ilx2 MIN.) SPECIES. Alb 1921 MA/IMM MOISt'JRE CON/ENI, OR W-K."THAI THE JDINT. BRACEC 61 EATER 3/0' AIN) PL'MOGO SHIEALIIW. 1/2' 14) IIILIALLATIGI AIG EPE CII:J1 rf TIE IRJSS_ PEMMEIII, AID IS GF HIG'EP ALL:. MAI SIPLSS'IALUES. ALL IALUE6 USED 01 MGP CW-,RD SPLICES ARE NOT PECGMEIIOEG 10 GCCJP IMIII, W'IMALL W BRACING MEMBERS SPACED 14' R.0 IMA/:. ILFWCAAPI BPICINN4 Sr D-AG 16E OGE 111 ACCCPCAIICE MIIH FOP DES C2/ARE BASED WI I,E LATEST EDITION OF Itf IIA- WMEctL'l ABOVE A ADITGM CnOM SP1.1 CE. i KESS II'JtED GT,EPWISE. CUFRENI IPI SPACING AIL LKCIIJI PJIILILAIIGIS. I1011AL GES16t1 STMIGAMDS PJBLISrEO BI InE 14,411UNAL 71 '1-2(500 APPRO'IAL IAMKRS: UBC 2342. FnA ICS 2011 SACC 11) ALL COHPPESSIGI CWiPD MEMBERS ASSM" TO BE C(A4lIIxA7J5LN5H In1S GES16H CONFORMS IG C,{WENT IPI DESIGN SPECIFICA- FOREST PRODUCTS ASSGCIATIGI 7251. BOCA FILE 06-125 BRACED B'I EITHER 3/0' IMIN) PLIMGGO SHEATHING. 1/2' TIGUE 6 FGR METAL PLATE CGCIEC MOD' IRL'S6ES AND 21 THIS DESIGN IS BASED GI CLAM'CONNECTOR PLATES GAv, W THIS IA`JSS HAS BEEN OESI6IM:D FOR THE LOADING SHOWN !MItN.I OR(MALL W BRACING MEMBERS SPACED AT 16' P C. GUALIII STANDARDS FA IRMSJS. 31 COEECIGR RATES SIZES ARE BASED GN AAIAL FORCES qtr. Oil THIS OPAW118. INSTALLATION MD USE SHALL COIfORM .MA/!, UILESS 11041)OTHERWISE. 161 ID MEMBER OF THE 190JSS MAI BE CUT CTR MODIFIED IN Ml'16A'. 4, COIEECIOR PLATE SIZES ARE CALLED OUT 16107H IACAGSS SLO15) WITH THIS DESIGN 12) ® IIDICAIES GEARING LOCAIIG/. 17) SPECIAL HMDLINO CARE SHOu1DABE IAMEH 01/1118 SHIPPIIG MOO By LENGTH IAL014G SLGTS, MD THE ONIENTATIGN GF THE BI THIS DESIGN IS APPLICABLE 10 SROPTER SPAT/ IPUSSES OF ETECIIFA4 OF IFJSSES SEE nI4-91 FOR PECGWENDATIG6 lit 01PIECII(Al GF TIC PLATE LElkin. IDENTICAL LOAOIIIG AND COUFIGURATIQU -CGIFIGURAi CTI WG LOAGIIIG SPECIFIED Or FABRICATOR -AOOITIGIAL PLATIIIG FOR HAIIOI.IING TRUSSES 15 PESPONSIBILITt OF FABRICATOR. -THIS TRUSS 15 OESIGtIEO GIILY FOR THE LOADS SHOMI. PROVISION FOR THE PREVENTION OF PGIDIIIG MUST BE NAGE ACID IS NOT THE PESPOIISIBILI71 OF THE IRLISS FASPICAIGP OR CLAM. -AIITICIPATED HOPIZC41TAL MOVEREtIT LtIDER TOTAL LOAD- .301' 3-5-13 2-10-0 2-10-0 2-9-11 4-8-8 5-8-0 5-8-0 4-4-8 4-7-8 1-�4 62 02 02 02 12 02 02 1-5-14 74 Plf Max Height 5-10-3 12 ,--q 6 2791 3151 4191 3141 2679 1 L L L 1 3221 /f�j 3z4 12 A V 1184 3x4 3 8 f7 s CS 2780 7 � m + \� \\� \ +� ' N \� '\ L 1080 2x3 1040 1130 1130 1460 861 7 \ x4 222/ \� 59F F �' m / 17120 in 0 17110 13 5167 1 7x8 3x8 3x4 5x5 3x0 3x7 :. 13.51492 3x11 2 12 20 PLF 6-3-8 4-6-8 5-8-0 5-7-8 5-8-8 9-0-0 02 02 02 02 02 1-4-0 1-4-0 37-0-0 BUILDING TYPE: Enclosed Residential CODE: Standard Building Code (SBCCI 1991) WIND SPEED: 110 rph MEAN ROOF NIGHT: 151 TRUSS LOCATION: ($e) area NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW UPLIFT CONECTION REQUIRED: 102A B AT EACH SUPPORT. SEE NOTES 10 AND 11 ABOVE. No trusses: 1 Maximum deflection occurred at bottom joint 14. Maximum Live Load Deflection of .407' (7/15), Inoex-.33, (L/1091) Maximum Total Load Deflection of .638' (10/16), Index-.345, (L/696) Q 2cv, :3-7-3,-93 O/tW C---T_ CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 37'0' HV-11 SPEC T-14 DM 0 ALPINE ENGINEERED PRODUCTS Inc V2000 2-0-0 LL TC 30 2X4 02 D5 SP ENG. FOR: TRUE TRUSS INC - SOS 15"t/6 1801 S. GSM PKWY. BC LUMBER PROJECT: CENTEX 3708 A' '/ DATE: 25 Feb 1993 GRAND PRAIRIE. TX 75051 7.0 DL TC 7 2X4 02 Ds SP I/rOF /� -- - -- - --- LAY WT I0: f`) + 1214) 660-3940 PLATE AREA[ - INC. FOR 5TL LL dC 0 MESS �11 58433.33 DL BC 10 2X4 Y3 SP ADDRESS: SCALE: 1 J, ., 1/8 �n 11 LUMBER SHALL BE OF InE SPECIFIED$41111W.04 GRADES. 5) CUSECIOP PLATES SHALL BE IIISTALLEU S-4EIRICULI UI 16! ALL IEMSPAI UAIMO MEMBERS A55'.MEO 10 BE C711T11A117f.1 t 131 � IHOICAIES LATERAL IlMACIIA.MEMBER IIIA Mill i SPECIES. AILD 191 MAAIRJM MOISTURE C011TEMi, OR SUCH THAI TnE A31111 BRACED 6+EITIER 3/B' ."111! PL110030 51#ATM(M13. 1/2' TA) 11151ALIAIIUI AIL EI:ECii(Al CF THE JkJSS, REF"A1EMl. AIL IS GF n1�r*P ALL3WA1ME STRESS'IALUES, ALL /ALLIES USED 61 IDP CnCFYl SPLICES AVE MOT PECi4"11GEG 10 GCCJP TWIT; 1,010ALL :W.BHACIIw MEMBERS SPACED 1D' R c IMAM;, MEI c~' SPAC1115 SnvJLG ME 041E 111 ACCCPGAnCE Mlin FOR DESIUM M I ARE BASED DE LATEST EOITIOI GF 111E"A- DIPECtL'I ABOVE A BOTTCM CrDRD SPLICE. : I11 xESS 11OTED G1EPMISE CUPREIIT IPI BPACIIIG AIL LPEC1IG11 P'M ICATIUIS. IIOMAI DESIGN STAILARGS RMBL ISnEO 01 THE nATIUI>L 71 V-2000 APPROB 'IAL IrxERS; ;IBC 2342. fnAL A ICB 201A. SBCC 11) L COMPRES51GM1 UICRD MEI6UH0'J ERS ASSUMED TO BE C11r_ SL n5M TnIS CESIG"COIFO.M DRIIS TG FAEtit IPI DES(,II sKCIFICA- FOREST PF 15 ASSOCIATIOI. 7251. BOCA FILE 06-125 8RACEG B'I EIIHEM 3/8' 1Mlli,i PLIWWO SI#ATM111G. 1/2' TIU6 FW METAL PLATE CUIHECIEG MOW 1RUSSES ML 2M THIS DESIUt IS BASED OM CLAR(CUSIECTOR PLATES OIA.V, el THIS IRJSS HAS BEE14 CFSIGIEO FGA THE LGADNIG 5.011114 :Mill.) OANALL OR BRACIIIG MEMBERS SPACED AT 16' O C. OUALIIV STAIMIARGS FCA TRUSSES. 3) L04EC10R PLATES SIZES ARE BASED OI AAIAL FCACES 0111. ON THIS ORA11111G. 111STALLATIUI AIIG USE SMALL C 11FOPM 111AAI. UAESS VOTED OTHERWISE. 16) 141 MEMBER IF Ti* IkUSS MAI BE CUT EA MODIFIED Ili AIT(MAI. 4) COSEC I CR PLA IE SIZES APE CALLED OUT WIGTH (ACROSS SLOIS) WITH THIS OESIOI 12) ® INDICATES BEARNIG LOCATIGI. 171 SPECIAL "UML1110 CAPE 511OULDFOE IAMEM OUR1160 5041MEO10 MOO OI LENGTH IALOUTOM:SLGTSI AMD THE OPIE14TATIOI OF THE 9i THIS DESIG14 IS APPLICABLE TO SnOPIER SPU( TP'JSSES OF EPECTIUI OF TRUSSES SEE nib-91 FOP PECU11IEHUATIOIS Sl ZE -CUTFIGURATION AIG LOAGITG SPECIFIED BY FABRICATOR -ADDITIC4IAL PLAIDIG FOR MAIGLIIIG TRUSSES IS PESP011SiBILIT1 OF FABRICATOR. -11115 TRUSS IS DESIGNED OIILY FOR THE LOADS SHOxII. PROVISION FOR INE PREVE11110t1 OF PUIDDIC. MUST BE WADE AMID IS IIOT THE RESPOUSIBILITF OF THE TPL55 FABRICATOR OR CLARY. -NI11CIPATED HORIZU41AL MOVE4ENT UIIOER TOTAL LOAD - .322' I 3-5-13 3-4-8 KIN 5-6-3 5-2-2 5-3-14 5-3-14 5-2-2 3-7-8 RHA'/ 74 PLF 1-5-14 r2 02 02 1-5-14 Max 1Talgllt 4-10-3 12 d 6 3901 3891 3941 3091 3161 1 i `\ 2181 12 8 p 3x4 x iii io 322# i'• ^' rye 1 �� 1231 $tat \\7 l0 2x3 t 1401 1321 1061 i0bil 1201 661 0 1 lli 511 17121 : p1 I c 13.5167 1712f I 7x8 3x4 5x7 30 3x4 3x8 13,5149% 3x11 —2 12 20 PLF 6-3-8 7-10-10 5-3-14 5-3-14 5-2-2 7-0-0 12 12 12 12 1-4-0 1-4-0 37-0-0 _ BUILDING TYPE: Enclosed Residential Jl CODE: Standard Building Code (SBCC1 1991) �2 WIND SPEED: 110 Spit MEAN ROOF NIGHT: 151 TRUSS LOCATION: (Se) area NET WIND PRESSURE BASED ON DEAD LQADS SHOWN BELOW UPLIFT CONECTION REWIRED: IO3� S AT EACH SUPPORT. SEE NOTES 10 AND 11 ABOVE. No trusses: 1 Maximum deflection occurred at bottom joint #4. Maximum Live Load Deflection of .494' (8/16). Index-.4, (L/899) Maximum Total Load Deflection of .773' (12/!6). Index-.418, (L/574) RECOMMENDED CAMBER: .42' 3-Z 3 93 OUO CLARY DIVISION PLATE TYPE: O_C. SPACING LOADING (PSF) TC LUMBER TRUSS: 37'0* MV-9 SPEC T-15^ DWG. f ALPINE ENGINEERED PRODUCTS Inc v�000 2-0-0 LL TC 30 2X4 #2 DS SP ENG, FOR: TRUE TRUSS INC - SOS 154/L toot S. Gsw PKWY, BC LUMBER PFIO.IECT: CENTEX 3708 A - DATE: 25 Feb 1993 / GRAND PRAIRIE, Tx 75051 7'0 DL TC 7 2X4 02 DS SP I✓OF '� (214) 660-3940 -P"TEAREA[ X INC,- FOR STC LL BC 0 WEBS LAYOUT IO: 594 DL SC 10 2X4 63 SP ADDRESS: SCALE: MFMUFR TRUSS PI ATE INTI IIUIF 33.33 Int AI ,r ,� 1,., �,.1, 1/U A H1 1) LLIIt9EA$HALL BE OF INE SPECIFIED NHITM.xH GRADES.' S- COi,EC10P PLAIES SHALL BE N1StAt LEO S0414EIQI�AL4.1 (91 101 uAL(vL IE1tS1C11 CIW%1404LEA5 ASS.,440 10 a1, Ca4111WPA SPE:IES, A14D 1911 NMIWt"NPE OISTUCOHIENi, JR Vr%/t THAT INE 141141 SAACED BH EiTNEk 3/9" .04111) PLtWOJO`KAUV4, 112' 14� M.._. 15 W 0140EP ALLOWABLE SIPESS VALUES, ALL IAAUES tWO 8; ICP CW,6.a SPLICES APE HOT PECC+#*It4ED TO 1'CUR (Nits; TA-.MALL GA 9PAt:i 1tG V9140CPS SPACED 10' C.A INAA:. wkw"AP+a FDA OESIa1 ARE BASED at INE LATEST MI NH OF THE 114- OIPECTL-ADM A Wttiu CHOPD SPLICE. :AILESS OUTED 101t.PN15E cio;K T let BPACI—. TIOHAL DESIGN STA1r ADDS PJBL151*0 Of THE HATIOlt" 71 4-2000 APPPOVAL IF.MBEPS. ".IBC 23,2, FnA TCB 201,. SOCC 11) ALL CD04PPESSiON Ck"AD Ki"AS ASS'JNED TO FE IMS i:ESNit WiFtAMAS TO FOPEST PAOCUCTS ASS-XIATIOH 7291. BOCA FILE 96-125 BAKED BH Ettti a 3/0' *M I PLTWGGO SHEATHIIG, 112- IIG14S FOA HETAL RATE CSA4E':1ED tH..- 21 THIS DESIat i5 BASED al CLAW CG/IECTDA PILAUS C,aY. 91 THIS IWWJSS HAS BEER DESIGNED FCFt THE tOADTtHG 51001 :NIH.) DkIUALL OA 9RACIHO xi11BEA5 SPACED AT 16' O.C. (AIAL111 SIAIGAVIUS FCA TPUSSE5. 31 COfiECTOR RATES SIZES AAE BASED(14 AXIAL FOKES silt, ai THIS OPAWIixi, HISIALLA11311 AHD USE SHALL COAFCAW NAP, vA.ESS 0011,0 OTHEAVOSE, 161 Ito KL"F4 OF THE MjSS kA,BE CVT OR MODIFIED tit 4) C0j#ECTCA KATE SIZES AAE CALLED W1 WIDTH iACAOSS SLOTSj WITH THIS DES014 121 ® I14DUAtES BEAAIIJ3 LOCATIC41. 171 SKZIAL HAlxilliq CAPE$HOLLD BE TAKER OWING SHIPPIHS Alft 9i LEt4TH fALOPfi SLUTS) Mf.THE MIEHTATION OF It* 9j THIS DESIGN IS APPLICABLE TO St10P10 SPAR TRJSSES OF EHECII44 OF TRAMS SEE n19-9t FOP PECTA004 hats -CC+IFIGURA I011 AHG EbZ156 SPECIFIED fit FABRICATOR -REPETITIVE IIEWER STPESSES HOT USED. -AWITIGIIAL PLATUIG FOR HAIL ItiG TRUSSES IS RESMISiBILITt OF FABRICATOR. -THIS TRUSS IS DESIGnED Gtx.t FOR INE LOADS SHOdw PT41YISI0H FOR THE PPEVE011014 OF P011011I5 HOST BE MADE Alq IS 1101 THE PESPOIISI911.11 f Of THE TRLLSS fASPICATGR OR CLAP't, -AtIlICIPATED MWIZC41TAL M04MtIT Ut1DER TOTAL LOAD - .157' 8-8-14 107 Am 3-3-2 6-2-2 6-3-14 6-3-14 6-2-2 5-0-0 AM 74 135 74 PLF 1-5-14 2x4 22 2x4 f2 1-5-14 1 T-d-O 320 Mom Height 3-10-3 1290 921 1 12 765# 9430 0540 0440 603# 12 ♦ I � 6 G� 240# lyl 04 70 4x4 T ; s74# 1200 ?113 1 677# 310# 2210 215# 375# 470 I f a �j 59# 3179# In 01 I�l`t 1 {3.5145 1 i 170 Still 5144 8x7 5x8 N 3x8 '� {3 5140% 31111 2 12 6-3-8 6-10-10 6-3-14 6-3-14 6-2-2 5-0-0 1 20 1 45 35 ao PLF 7-A-0 1-4-0 37-0-0 1-4-0 5140 220/ /( BUILDING TYPE: Enclosed Residential W CODE: Standard Building Code (SBCCI 1941) WIND SPEED: 110 mph MEAN ROOF NIGHT: 151 TRUSS LOCATION: ($e) area NET WIND PRESSURE BASED ON DEAD LOADS SHM BELOW UPLIFT CONECTION REQUIRED: M AT EACH SUPPORT. SEE NOTES 10 AND 11 ABOVE. No trusses: i Special Loading; Refer to Loading Diagram MaxisTUM deflection occurred at bottom )Dint 04. FASTEN TOGETHER xlTtt 2 Members ReQuired Naxiefuo Live Load Deflection of .534" (9116). Index-.433, (LI831) TOP IDs NAILS 12-0.C. Maximum Total Load Deflection of .837" (13/15). Index-.452, (Ll530) BOT 10d NAILS 12'0.C. RECOMMENDED CAMBER: .45",& UciLjt -f-ZZs �Z-9«1 Mal WES 1011 NAILS 12"0.C. �. 3, \'Ja}p (y) 0 FASTEN AT OR NEAR ALL PANEL POINTS. OO NOT NAIL OR BOLT THROUGH TRUSS PLATES, PLATE TYPE: O,C. SPACING LOADING (PSF) TC LUMBER TRUSS: 37'0' HY-7 SPEC T-i6 0146 - 'n00 2-0-0 LL TC 30 2X6 #I OS SP ENS. FOR: TRUE TRUSS INC - SOS tJ_..___ OL TC 7 BC LUMBER 2x6 01 Os SP PROJECT: CENTEX 3708 A OATS: 25 Feb 1993 IL BC 0 WEBS LAYDUT 10: 'V t0 2X4 43 SP ADDRESS: -Y seAi 11 LUMBER SHALL BE OF IRE SPECIFIED MNNIWJM GAAOES, b! CG/ECIOM PLATES SHALL IE IIISTALLED SHWEIPICNL r G1 101 ALL IEIISIUII GY7PD IEH4J3LPS ASS-JIED 10 HE CJII1NTXP-WA 1 134 14- 11-DICAIES LAIC-A HAACllw MEMMEP Il/A MIH.) SPECIES. Me 1936 MA.AIWA4 NOIStJPE CaHTEllf. OR SU-.H THAT THE J01NT SAACEO Br EITIEP .4/11' MINI PLrMDOO SHEATHING, 5/2' 141 IHSIALLATIGII MIG E14CTIGI OF TIE IM SS. LEPNIAN VO. AIG 15 CF"IGEP ALL::MABLE SIPESS VALUES. ALL /ALLES USED b, IIF CrtiPo SPLICES ARE NOT PECOWEt"G TO VC-4a IMM; GP.MALL :F BPACINM MEMBERS SPACED TO' O.G. (MAO:, IEW'CPAP. &PAC116 Srwi1G ME ODE IN ACCUMDASWE MIIH FOR DES GM ARE BASED Oil THE LATEST EDITION OF THE HA- GIPECIL'1 ABO/E A BOTTOM CHOP*SPLIC E. JNLESS NOTED GIrEPOISE CURRENT IPI &PACING ML tPE�TIG1 P•JBLICA11016, I TONAL CISIG14 STMLARDS PJBLISreo By THE "ATIGNAL 71 V-2000 MYROVAL IFJMBERS. UBC 2342. FHA TCB 2014. 5BCC 11j ALL CG4'PESS 1011 C"Cle MEINBEHS ASSUMED 10 BE CGNIIIK/VJSLn51 Tn15 DESIGN COIEORMS TO CURNENT IPI DESISN SPECIFICA- FOREST PPOGICTS ASSOCIATION 7251• BOCA FILE 86-125 BRACED BV EITHER 3/B' �NIN,j PLrH0000 SIEATHINIG. 1/2' TIGIS FGA 14EIM. PLATE CGMEC/EG Mow 1p.S5E5 me 21 THIS DESIGN IS BASED ON CLAM CGFECTOR PLATES C2LV. BI INIS THI•JSS HAS BEEII DESIGNED 004 THE IGADIING SHOMNN (MI/N.i OR NMACL OR 8AACIn6 MEMBERS SPACED At 16' o.C. 6UAL ITV SI ANOAPGS F:F TPUSSES. 3) COTYEC7CA PLATES SIZES ARE BASED UN AXIAL FORCES ONLY. ON THIS DRAMIIIG. INSIALLATIGI MD USE SHALL CUfOM 1MAA!, 194 ESS INOTED OTHERMi SE. IN IND MEI4EB OF TME IPUSS MAN BE CUT OR MODIFIED ill MIN NA/, Q CUYEC/ON PLATE SIZES APE CALLED DUJT WITH IACAGSS SLOTS) WITH THIS DESIGNN. 12) 10 INDICATES BEARII*LOCATION. 171 SPECIAL HMOL1110 CAPE SHOIAD BE TAKEN DUAINO SHIPPOU MID &'N LENGTn fALOID SLGISI AND THE ORIENTATION GF THE 91 THIS DESIGN IS APPLICABLE TO SHORTER SPAN TRUSSES OF EPECTiGN OF TPJSS&S SEE niB-91 FOR PECO111EHO411011S IDI U INE PLATE LENGTH. IGEIITICAL LOA01116 MD CGFIGURAi -CdE%IG111ATIf41 JJEi LOAGINMA SPECIFIED HI FABRICATOR -REPETITIVE 14EMBER STEESSES 1101 USED. -AODITIUTAL PLATING FDR HA$rLIIIG TRUSSES 15 PESPON5161L71'F OF FABRICATCA. RUN 3-7-6 3-4-6 3-6-0 3-6-0 3-4-e 3-7-e RUN 156.5 1-5-14 12 02 /2 92 f-5-14 71 74 PLF Max Height 3-10-3 A-0 14-•-0 1291 1299 12� V 6 5461 563E 546E In 12 N 246E \ 2461 vl 1231 \ 1239 7 y 0 1 661 662E 1589 5Ee9 660 ? T IPL I I m 20150 20159 (3.5179X (3.5179% 3K4 3x4 3x9 5x6 3x9 45 20 20 PLF 7-0-0 3-6-0 3-6-0 7-0-0 7- -0 IA- -0 1-4-0 12 02 1-4-0 5140 5141 21-0-o A BUILDING TYPE: Enctosed Recidentiat (1� CODE: Standard Buitding Code (SBCCI 1991) MIND SPEED: 110 mph MEAN ROOF NIGHT: 151 TRUSS LOCATION: (Se) area NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW UPLIFT CONECTION REQUIRED: S(f*t # AT EACH SUPPORT. SEE NOTES 10 AND 11 ABOVE. No trusses: 1 Maximum deflection occurred at bottom joint 03, Maximum Live Load Deflection of .184" (3/15), Inoex-.262, IL/1370) Maximum Total Load Deflection of .288' (5/16), Index-.274, IL/B75) -T th1A� - ------�-'-- ---0000-- -- CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING IPSF) TC LUM13EFI TRUSS: 21'0' H-7 T-17 OWG. 0 ALPINE ENGINEERED PRODUCTS Inc V-2000 2-0-0 LL TC 90 2x4 02 Os SP ENG. FOR: TRUE TRUSS INC - SOS 5�h1& JODI S. GSW PKWY. BC LUMBER PROJECT: CENTEX 3708 A DATE: 25 Feb 1993 ) GRAND PRAIRIE. Tx 75051 7.0 33.33 ILI^C 7 WEBS DS SP 11 OF 1� 1214) 660-3940 PLATE AREA: INC. FOR STL Ll BC •10 LAYOUT ID: 1 ___ _ _ 2X4 Y 332 OL OC 10 2X4 03 SP ADDRESS: SC At E: yl� 6- MEMBER NEER 7Rl15S NI ATE INS1I IUIE , ,n, 1 l., 3/16 1/ It LU4EA SHALL BE OF IHC SPECIFIED M111114IN GAADES, 6) CGAECIOP PLATES SHALL BE IIISTALLED SINIIEIRICALLI 011 10i KI IEI61h1 CHUW,"EWEAS ASS'.wED TO BE CW11141V,SL•---14I IH010ATE5 LATERAL BRA:IIIG H4HTEu SPECIES, N41 /9x NA/IKN MO TS 7IAE C011iE117, OF StA_FI THAT 7HE.A7N,. 11 A 11 EI IIER 3/B' NIIII R+MI"»SFE ATHtIN. 1/2' 14! /RSIALLAIIGII MG EFE.TICA1 GF THE IF�SS AEPHMEU/, NL 15 TE nlwEP KIJNfetE STRESS VALUES. ALL tAL UES USED 6� tiA["CPD SPLICES APE IIOT PE COWEIITEG 10 GC0'JP INtnI GRIHAIL .A fIPAClIww NERBERS SPfCEO 1G' O c. THA/;. IkMPGPAPH BRACItM S.GAD PE WE 111 ACCGPCAHCE Nlln FOR DESIGII ARE BASED GI ITE LATEST EDITIOn CF IHE IM- GIPEC II'I ABOYE A BDI Ii.M 0,01411 SPLICE. =RKESS MUTED GIIEPx ISE CIAIIEI, IPI BRACIIHG MID kPE_IIGII P.4x TEAT IUIS. 1ID11AL OESIM STM cAR05 P.IBLISEO Br IIf NAT IOIIK 71 Y-2000 APPMVAL WW1ER5: UBC 2342. FHA TCB 2014, SBCC 11) ALL CO"PPES51GI1 CHORD IEwIEfS ASSLOIEG IU BE C5141 IIFUIiJSL 11BI THIS GESIG"C01f DWS 111 C..IRREIIT IP1 DE5 IG14 SKCIFICA- FOREST PROCUCI5 ASSGCIAT10tl. 7251. BDCA FILE 66-126 BAA.0 BI E11ER 3/B' �N111.1 PLtWGGO SHEATH I TIG. 1/2` IIGt/5 fW METAL RATE CIAFE-IED MITA 1R;SSES Moi 21 1"1S DES16t1 15 BASED UI CLARI Cfi6ECIOR PLATES GI&I 91 THIS IPJSS HAS BEE,GES121ED FOR THE LOADING S"DI61 INI11.) DRINALL OR BRACING NENBETIS SPACED AT 16' 0 C. TA)ALI//SIA147AAGS FuP IAuSSES. 3) COI4ECTOA PLATES SIZES AAE BASED OU AAIAL FORCES 01l"/. UI THIS DRANIIxi. 1NSTALLA11011 NU USE SHALL CGIVOM WA/). U4ESS I10TE0 OTHEA6ISE, 161 110 NE14ER GF THE IT4U5S NAI K CUT GI MWIFIEO 111 Alit Kit. 4) C(I+EClrA PLATE SIZES ACE CALLED DUI WIDTH IACRGSS SLOTS) NITH THIS DESIGN 12) ® IIAIICATES BEAPIIIG LD_ATIG11. 17) SPECIAL HAIOLIIIG CAFE SHOULD ISE IWE11 I%AINB SHIPPIIIQ AliD Of LEINITn (ALDIIG SLGTSi NO TLE DPIEIITATI04 GF THE B; THIS DESIGN IS APPLICABLE TD SHOOTER SPA#$ TPt75SES OF EPECTIGI OF TRUSSES SEE HID-91 FOR KCG60*1001101S CGI1FIGl1RATIGII Alp LOAOIIIG SPECIFIED 81 FABRICATOR -REPETITIVE 14ENBER STRESSES NOT USED. -AGOITIGIIAL PLATING FCA HAfpL111G TRUSSES 15 PE5PO11SIBILITY OF FABRICATOR. -THIS TRUSS IS OESIGIIEO GIIL'( FOR 111E LOADS SHOWY PROVISION FOR THE PREVEHT101pf OF PG40IIG MUST BE MADE Alto IS IIOT ]HE RESP0IISIBIL/11 OF THE TRUSS FABPICATGP OR CLARY. RUN 4-7-8 4-4-8 3-0-0 4-4-8 4-7-8 Rill 1-5-14 1-5-14 74 PLf Max /Might 4-10-3 12 If Q 6 2731 2730 i y 12 3226 3226 B P 4 1 a y y 860 1191 Its# 661 T ? 960# 960# I I m 13.5138% 13.5138% f 5xa 3x8 3x4 3x4 20 PLF 9-0-0 3-0-0 9-0-0 1-4-0 21-0-0 1-4-0 BUILDING TYPE: Enclosed Residential A CODE: Standard Building Code (SBCCI 1991) �2 WIND SPEED: 110 wph MEAN ROOF NIGHT: 151 TRUSS LOCATION: (Se) area NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW UPLIFT CONECTION REQUIRED: 737 B AT EACH SUPPORT. SEE NOTES 10 AND 11 ABOVE. No trusses: 1 Maximum deflection Occurred at bottom )oint 02. Maximus Live Load Deflection of .069' 11/16). Index-.098, (L/3652) Maximum Total Load Deflection of .108' 12/16). Index-.103, (L/2333) A 12". 3-23 q� ,visa/ Q f�ey 3-ZZ-g3 tJ,T,D rn_ws�(U�IJ CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 21'0' H-9 T-18 DWG. ALPINE ENGINEERED PRODUCTS Inc V�000 2-0-0 LL TC 30 2X4 /2 N SP ENG. FOR: TRUE TRUSS INC - SOS �j1 1801 S. GSW PICKY. BC LUMBER PROJECT; CENTEX 3708 A DATE: 25 Feb 1993 GRAND PRAIRIE. Tx 75051 7.0 OL TC 7 2X4 02 N SP -- -- ---- .. LAYOUT IO: 1274) 660-3940 hlA1E AREA: -INC-FOR`STl LL BC 0 WEBS I OF 244 OL BC to 2X4 03 SP ADDRESS: -- L/ MFMBFR IRUSS PLAIE INSTITUTE 33.33 1(11 A, SCALE: '1/16 AH 1) LUMBER SHALL BE OF THE SPECIFIED MjM1MJM WADES. 5) CCHIIECIOP PLATES SMALL BE IMSIALLEU 511M4ETMICALLI Ult 101 ALL IEMS1lAH CIKWG MEMGENS ASS:IMEG 10 of CCx II II ItXI'.15L 13! � 1.10TCLTES LATERAL BMA_11+G MEMBER 1214 MIM SPECIES, Alb 19x MAA IMJM 4315 LORE C0,41CIT, OR S'.A:M THAT THE ,01111 BRACEG 6, EIM+ER 3/B` jM111) PLIM7JD SHEAIHIM3. 112' 14! IIISIAL+AI/GM AHL EAfc/lt,,M C.F 711E Ix SSS. AEp.AHHEMI, AHL IS GF HIGHER ALLJMABLE SI RESS'IAL ICES, ALL HALIES USED 6t ICP CHCPG SPLICES APE 001 RECGWIEHUED ID G':C'JP IMItt; OP-MALL DO BRAC1I1G MEIIBEPS SPICED 1G' 0 t. IHA1I. LkFpCAAPI BMACIt., SHO—C,IE DOTE IIH ACCLACAMCE MIIM FOP DESI W/ARE BASED p+ tl#LATEST EDITI GI GF tnE 110- GIRECIL"I AB0'IE A BU TtuN CMORO SPLICE. •.xx E55 H13TED GiHERMISE CIpPEi 11 TPI BRAL'IMG AIG LPECIIG+Htl,LICAIIr IIOHAL GEST GI SIAIILARDS WABLIWIT D'1 THE IIAIIp/AL )i Y-7000 APPRDIK N�MBER5: UBC 2342. FMA TCB 2014, SBCC 11) ALL CWWPESSiGH CMGPG W(46EMS ASS'+L+EG t0 BE CCNfllt�li'JSLH15H THIS FASIGH CgfOPMS T+CUPPEHE IPl OESISH+SPECIfICA- FOPEST PPOLUCTS ASSGCIATIOH. 726t, BOCA FELE 96-111 SPACED BH EITHER 3/8' N111.) PLIMOCO SHEATHIM0. 112' IJUIS FOR MEIAL RIAU C:HEHECIEG MOC4 TRUSSES AMD 21 ih15 DESIGN 15 BASED GI CLARI CFA4ECtOR PLATES GILV. BI this 11T',ISS HAS SEEM DESIGED FOR THE LGAOIIIG SHOMI 194114.1 DRIMALL OR BRAC IMG MEMBERS SPACED AT 16' D.c. OUALIII 51919DARCS FIA IIAIISSES. 31 COT1ECTOR PLATES SIZES ARE BASED Oil AXIAL FORCES dll. G4 THIS ORAMI11G. 1MSIALLAIIG1 AMC USE SMALL C(AIFFAM NAA), UMLESS IIOILO OTMERMI SE. 161 110 MEMBER OR THE Mr,1S5 MAI BE CUT CA NWiftfO DI AIT/MAI. 41 COt1ECTrR PLATE SIZES ARE CALLED OUT MIGIN IACRGSS SLOTS; WITH THIS DESIGN 12) ® IMOICAlES BEAR Itis,LOCA TIOM 17) SPECIAL h"IDLlix)CAFE SHOULD 4E LAMEH+GUNIHD SHIAPI11a AH by LEItGIM IAL01+6 SLOTS; WHD Tr# DRIIIITATIO14 Of THE 9i THIS DESIGN IS APPLICABLE TO SHORTER SPAII IR'JSSES OF ERECIIG/OF IfeJSSES SEE 016-21 FOP PECCHEHOATIOtS -CCAIFIGLIRATIGII NG LOAOIIIG SPECIFIED et FABRICATOR -ADOITIDIIAL PLATIIIG FOR HAIIGL114u TRUSSES IS PESPDU510LL111 OF FABRICATOR. AM 5-6-1 I 4-11-12 4-11-12 / 5-6-4 RUN 1-5-14 f-S-14 Max Height 5-7-3 74 PLF / 12 Qa 3661 t 12 5 370E �� 3700 r� 1931 \ 1931 � y + n 117 661 1300 1300 660 �\•\ T t I\� 96G1 9601 LIFTI I Ho 13.5)301 13.61381 f 5x6 3x1 3x4 3x4 20 PLF 7-0-0 7-0-1 7-0-0 /► BUILDING TYPE: Enclosed Residential 1-4-0 21-0-0 1-4-0 CODE: Standard Building Code (SBCCI 1991) WIND SPEED: 110 eph MEAN ROOF NIGHT: 151 TRUSS LOCATION: (Se) area NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW UPLIFT CONECTION REQUIRED: 73"7 9 AT EACH SUPPORT. SEE NOTES 10 AND 11 ABOVE. No trusses: B Maximum deflection occurred at bottom )oint 02. Maximum Live Load deflection of .069' (1/16). Index-.099, (L/3652) Maximum Total Load Deflection of ,109' (2/161, Index-.104, (L/2312) Low CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING IPSF) TC LUMBER TRUSS: 2 1 04 COMMON �^ T-19 DMG. 0 ALPINE ENGINEERED PRODUCTS Inc V2000 2-0-0 LL TC 30 2X4 Y2 N SP ENG. FOR: TRUE TRUSS INC - SOS 1801 S. GSM PKWY. 7 0 BC LUMBER PROJECT: CENTEX 3708 A DATE: 25 Feb 1993 GRAND PRAIRIE. Tx 75051 OL TC 7 2X4 Y2 N SP f�OF 'p 1214) 650-3940 PLATE AREA: -INC.- FOA SIt, LL BC 0 WEBS LAYCAJT 10: IF �n 108 .I� DL BC 10 2X4 Y3 SP ADDRESS: - - � SCALE: 3/16 ��