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Permit 1509 Linkside Dr (vault) , Z 0 La E 5; w a 07 1/4"=.02' D o 0 00 1/2"=.04' Q : o •~ 3/4"=.06' p EL 1"=.08' 2 m 1 -114"=.10' 0 1 -1/2"=.12' J 1 -3/4" 14' X LL m 2„=.16' 2-i/4"=.18' ^2-1/2"=.20' 97.74 :2 0 2-3/4"=.22' m C Z W 3"=.25' 37.00 - 3-1/4"=.27' 58.06 Q 3-1/2"=.2 9' LTJ � 3-3/4"=.31' 33.68 39.68 4"=.33' �( 4-1/4"=.35. N FENCI G Q 4-1/2"=.37' o . W 4-3/4"=.39' W r RE ? F- WALL. in z 5"=.41 r F' �� w .,_ W o 5-1/4"=.43' Z z cl t- . o z 5-1/2"_.45' r w W N O O 5-3/4"=.47' N x v W I W o O Q 'M 6"=.50 w T 3708 = 4.5 ~ w aQ F�wLEV. 1 6-1/4"=.52 13.82 -:4 F.F. CL O0 M6-1/2"=.54' 2 W 6-3/4"=.56 - (A 1- M 7"=.58' / I L) D Q `tQ1U3z 7-160' Q 05.33 f 1 a I � Q O Z Q O 7-3/4"=.64: FiREWAII Z 8"=.66 � (t2.o) 14.16 �, 0to L.L. L- � o O 8-1/2"=.70' n n (13.3) 56.06 1 Q 8-3/4"=.72' C) d2-50 Z _ 9'"=.75' 37.00 � 0 (n 9-1/2"=.79' W W W U. 9-3/4"=.81 ' D Z (� m a 10"=.83' Y >�z 10-1/4"=.85' Y O J N e 10-1/2"=.87 z NQ M o 1Q� 10-3/4"=.89' .l Q 0) o a.oz �` ... 11 -1/4 =.93 Z O ->-) � N 4M ;a 11 -1/2"=.95' w N W --� �� m 11 -3/X'=.9 7' m lf) a0 O(A -' }- Q ® NZo� °° Liz w � � .. 3: J (,) 0 0 < WC) w' ADDRESS _ ~ BUILDING PERMIT NUMBER ��ll/d !NSPECTIONS: UNDER SLAB PLUMBING � " a 9-- 9-3 FOOTING SLA�3 FRAMING COWER-UP .__11__ ___ INSULATION S FINAL BUILDING--//.- 77Z- 9 3 CERTIFICATE OF OCCUPANCY_Z1M�... 3.,_ ELECTRICAL PERMIT #._.------------------------- INSPECTIONS _____L`_-- ....__________INSPECTIONS ROUGH FINAL MECHANICAL PERMIT � � �- PLUMBING PERMIT h0TES: t , ` CITY OF ATLANTIC BEACH 800 SENHNOLE ROAD ` ATLANTIC BEACH,FL 32233 ` INSPECTION PHONE LINE 247-5826 Application Number . . . . . 06-00033417 Date 6/30/06 Property Address . . . . . . 1509 LINKSIDE DR Tenant nbr, name . . . . . . INSTALL CU & AHU Application description . . . MECHANICAL ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor ------------------------ ------------------------ OCEAN STATE HEAT & AIR 1476 ATLANTIC BLVD. NEPTUNE BEACH FL 32266 (904) 249-8251 ---------------------------------------------------------------------------- Permit MECHANICAL PERMIT Additional desc . . Permit Fee . . . . 79 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 79. 00 79 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 79 . 00 79 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. P$ 44 74691 , CITY ?F A, L'ial�!tlx:.W M Pit LOCAT I ON INFORMATION M d.ross: ; 1500 LINKS'IDE DRIVE ATLANTIC BEACH FLORIDA 52233 LEGAL DESCRIPTION, Sd r« 'WOOD ism Section. 'r. s PAT 10 b � T ship.- RNG: 0 3 tvtsi >azEVAINKI3F #2 4 .4 *. w r� x W US �.. ,., fi #� p 74 fi $0.ftp � t�.{w.,yYtyYYI � YM. �1yy �jy� ..yp a e o iib " f :$01,00 3 0 07-� 111 .00 fgO�"°+rt` 35; . :., i f 1 h } s f 4 POU�ii7 114,0 ecP ,ANa MUST BE 5 S P f} d v W CA IN, '► t's. ii ♦iy) s �", i C"I`a:W1 OF ATLRUTICT5,21, 11 27-2NIre C711,CUL11, ICI 311E ET Address_ /,YO ti 61 S 1 V C t-2— Da t e --Date ,(,) - / 1 ' 51 Heated Square Footage @ $ ►ger sq ft = $ Garage/Shed @ $____ per sq ft = $ Carport/Porch V ,ak� @ $ per sq ft = $ Deck �' $. ager sq ft _ $_ 7 a Patio V (�� T @ $ per sq ft = $ , OWN TOTAL VALUATION: $ Tot y�l Valuation ls�a C) -t, 60 0 _ :?0. Remaining Value $ per thousand or portion thereof TOTAL BUILDING FEE $ 0 + 1/2 Filing Fee $ - 3 gS ()6f�1'T 2 ( ) Fireplaces @ $15 .00 $ Q� (6Hs7-huc �lD� E6�ti BUILDING PERMIT FEE $ lid WATER IMPACT FEE $ SEWER IMPACT FEE $ WATER METER/TAP $ CAPITAL IMPROVEMENT $ SEWER TAP $ ( ) RADON (HRS) .0045 $ ( ) RADON (CAB) .0005 $ SECTION H PAVING ( ) $ HYDRAULIC SHARES $ CROSS CONNECTION $ ( ) SURCHARGE .0050 $ OTHE ,-Pour3j-E PCiEAt7- Ctf, CC $ GRAND TOTAL DUE $ ADDITIONAL PERMITS OR FEES: Mechanical Plumbing Electric/New Electric/Temp ;SwimmingPool Septic Tank; Well Sign Finish Floor Elevation Survey Other CALCULATIONS and/or NOTES: �� ?ROPERTY ,PRSCRIPTION � II� CITY OF • � ��st�tG �lQ•tfi - 7tOTic�Q ` 181993 Q 716 OCEAN BOULEVARD .at �► V Block I........Section 1___„____ P.O.BOX 26 c__ ` Building and Zoning ATT.ANTTC BEACH.FLORIDA 32233 subdivision:__ Jt"�V A � N * c., Cl - TELEPHONE19b4J24!-2J95 Street Name , s G K S t �L (Z _ DESCRIPTION OF WORK sr Address--------i-----J. ---------------- It in a FLOOD HAZARD *load Zones--------------ores complete page 3. Brief Descriptions____„ ........................ Class of Works (Now/Remodel/Addition) :OHING INFORMATION Tope of -- -- ' Constructions :oning Proposed sistricts.......NUses__,,-,.-_�-„_-_«._- Estimated Vilue • T C`l_____ :xceptions or ltaterialss_ o¢ _ � ariances Oranteds Solid or ----------------- ......-�.. Filled Grounds------------- Roots' Ca �`GS OWNER INFORMATION Method of Meetings~-------------- Property Ovner s =--,.---., - Phones __-- Mailing .�� + Address_ Comae �Z.([O '�..�o s :t..�� ------------ Zip s CONTRACTOR INFORMATION Contractors�e .l � � _- Phones Mailing ------- ---- Zips- - ips_- Expiration License Humbert G �_ODates V,� 1 --------------- -------------- I NSRssY CERTIPT THAT I MATS READ AND EXAMINCO THIS APPLICATION AND 0101011 THC sANC TO ME TRUC �1kol AND CORRECT. ALL PROVINIONS OF TNR LANs AND ORDINANCCS GOVERNING THIS TTPC OF WORN wILL R[ COMPLIZO MITHe 1111STMEN SPECIFICD NNREIN OR NOT. TN! GRANTING OF A PCRNIT DOCS NOT PRCSUME TO 01116 AUTHORITT TO VIOLATE OR CANCEL TNS ►ROVISIONG OF ANY FEDCRAL, 5T TC OR LDCAL RULES. RCOULATIONS. ORDINANCq, OR LAMS IN ANT MANNCR, INCLUDING TUC OOVCRNiNO OF CONSTRUCTION OR THE PCRFORNANCC Or CONSTRUCTION OF I UNDt"TAND THAT TMC ISSUANCC OP THIS PERMIT 12 •�y!�,�l�• CONTINOCHT UPON TNS ASGVS ! ~ATI NC TRUC AND CORUCCT AND THAT TMC PLANS AND SUPPORTING .i DATA HAVE RCCN ON SN" 011 ID” s R i -•-- i Owner Signature _--- --- Date--------- t�.-- Controater Sipnature_,,.,,._—--- - ---- ------- ------- tE x fib t UL 0 ,r��..-rJwe►� �,��REn �� i - APPROVED p CITY ,i SEP 181993 r � � J 1 E Ewit r r • 40 • i xt t 1 APPROVED CITY I ATLAIf=trlCF- r AC au«.oirsG Oo SEp 1 g 1993 CITY OF L�i!e�c — 17G�dc� 800 SEMINOLE ROAD ATLANTIC BEACH,FLORmA 32233-5445 TELEPHONE(904)247-5800 FAX(904)20SM5 NOTICE TO: Water Department FROM: Building Department DATE: l �4� ' 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 =y Building Department ` MAP SHOWING BOUNDARY SURVEY OF LOT BLOCK AS SHOWN ON MAP OF $4L V-4 L1A/&%F14—W— 41A41 2 AS RECORDED IN PLAT BOOK 4L PAGES JW- OF THE CURRENT PUBLIC RECORDS OF DUVAL CO., FLA. FOR: 404-615" AA:IWl 4-44 s2l.O ZAPA/ NOTE: BEARINGS SHOWN HEREON ARE BASED ON THE ABOVE MENTIONED PLAT. O` SAA". �OQ7 OF f30 ,e�t7.NENT LOT/, -AeGT/o l/7, ?'o1VA1SciH 2 sodfy,,Qav6e t� o.asT _ � -T N 20' O,r.9/d/ROci '' i �°'i9SEMBN7 t, — .ofE.�o�ur Fo,t OCTrwTro� h �.occEss Fo.e n.s,��arnc�.r.vca ^. +toss oo rv��rr J �• !1W sf dGwr .t• cNwv�'K��iv to ww'rao 0 AJ 49 • a s' Aft /9 y Z • g � � v to 44 S G&4s'a4o //O = O.jIslrrtraa:�/14d1t) V t. �� Ak It Nq �. ss ell sersoi� ar • � e:/'SZ' za',A-<stJ.7o'„gsd6.ai' Nov 91993 Tertifiratt of OrrupunrV Titg of Atlantic Ntac4 — Ylori a 3tVartment of Nuilf tng Inspation This Certificate issued pursuant to the requirements of Section 1018 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 Sin 7.e FAmily Residence Bldg. Permit No. 7060 Group W`1rame Type Construction S f Fire District Atlantic Beach Centex Real Estate 6 1, Sant ant rive . Owner of Building Address JacYcr✓.on —4� e, FL 32216 Buil inO�Address 15L kside Drivg cality Atlantic Beach, F1, 32233 By: DON C. FORD. Building Official �` Date: 7 f POST IN A CONSPICUOUS PLACE n/��t/ ��..__ CITY OF /_ �`'��_, fY&l! m&' AWCA 0;&W4 Office of Building Official REQUEST FOR INSPECTION J'`� jr{ Date Permit No. Time f A. Received ? Job dress Locality Owner's ` Named--5-""' Contractor BUILDING CONCRETE ELECTRICAL PWMBINtG..,_--- MECHANICAL Framing ❑ Footing n Rough Wiring Rough' Air Cond.& ❑ Re Roofing ❑ Slab ❑ Temp Pale ❑ ut F' eating Insulation ❑ Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION Mon. Tues. Wed. Thurs. Friday . . A.M. Inspection Made PM. Inspector Final Inspection Certificate of Occupancy❑ Date An11,,� ��,,� //CITY OF . 4&4#s LC /3 eacls-99k Office of Building Official cX� ? REQUEST FOR INSPECTION Jc Date (/ u / - r 3 Permit No. O `� Time A.M. Received P.M. Job Address— � Locality Owner's Name Contractor f( BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL raming ❑ Footing ❑ Rough Wiring - Rough ❑ Air Cond. & ❑ Re Roofing ❑ Slab ❑ Temp Pole E Top Out ❑ Heating Insulation Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION A.M. Mon. ZTues.P Wed. Thurs. Friday P.M. _ A.M. Inspection Made P.M. Inspector Final Inspection ❑ Certificate of Occupancy 7- Date Date CITY OF 4&4a&- B"- � f Office of Building Official J REQUEST FOR INSPECTION Date _. 7--) Permit No, Time 2 p Received 3 ` P.M. 3 n Q Jobass _.. ality^----' Owner's Name _.... Contractor BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing L oo ng L Rough Wiring Ca Rough Air Cond.& L Re Roofing L Slab Temp Pole Ll Top Out L Heating Insulation Ll Lintel L Final D Sewer _ Fire Place E1 Pre Fats READY FOR INSPECTION Mon. Tues. Wed. Thurs. Friday P.M. A.M. Inspection Made PM. Inspector___ Final Inspection 0 Certificate of Occupancy Date ?$\ . 0 4$ \\ . � �� °°s, % 0 0 G « � #, ok . gg2 O $ k ® <2 Iron ' � ^ � \\ . \ CD ¢ ^ 91, gg2 - %\ CITY OF V, 4&a4c B=cA-49& 1. Office of Building Official ff�((' - REQUEST FOR 1NSPEC3�i f. r - Date - Permit7 -060 Time A.M. Received P.M. Job Address Locality Owner'sr-7—Name Contractor /�l UILDING ' CONCRETE ELECTRICL PLUMBING MECHANICAL? Framing 0 Footing 0. Rough Wiring E Rough C it Re Roofing ❑ Slab r Temp Pole 0 Top Out U Heating Insulation ❑ Lintel 0 final C] Sewer D Fire Place 0 Pre Fab READY FOR INSPECTION M Wed. Thurs. Friday . Inspection Made — _ P.M. Inspector F nspection`L�-i ., Certificate of Occupancy Date _ _^ I` I TRANSM TTAL DOCUMENT FOR JEA DATE: F-,;26 -93 The following permits have passed "rough" inspection: Permit No. Address,,, Please update your records accordingly. 1" Th4Vou, BUILDING CLERK CITY OF ATLANTIC BEACH i /vcb f i i X2,2 *PARTMEMTOI BU101IT PITY Of�4i'LANT#G:P o�! " a►o p l `" P� "' I �r r�► o�e w arm:es ' rl i+ ?� 1 I �k' ' 1 **"now wow== Ptmi,t:.. 'I'y I�IECANCAL" : TAN ' HAGI PLfJK.IA 32.233 « "x'e� #arts: NSW �.� _:� L*QAts 1 C IPTIOM __,.. . .... nr:. Tpp ►:' WCQflRM c►t. .� T'Own$:p R 0 . �ln :; {? rxbdii .' KA ►Ilfl?L timatl6d V e: tt371 Improv. rZost: 0 00 Tote . : 47 .ob Amou b ON � �, L` -APPLICATION ATION FEES -�-_ N1 ATE Pte" .dfl I3RIVE . SAT x CT I , £� o " - `� '"` '4 r ail _i 1J Ur $0«Clot , x Name: I ItA Kra A+ IIC81 , 'I°L32257 IIXID .LC SCK €# Oft -X IMPAC 0 tl I f a C NOTICE--I'ALL CONCRETE FQ.RN IS ANCf FOOTINGS'MU8T RL EM�ID 6E ORE POURING � R�Ir#A+IIT VUlb SIX MONTttS AFl Eft"DATE OF ISa�lE j BUILDING"MATERfAL,RLJB ltSH AMf QE.BAIS FROM THIS WO.AK MUST NQTZ PLAt^EP IN O'1; S IC SPACE,A1!'at#7 MUST BE CL EAFl1=Q-UP AN HAULEf�'AWAY BY fTNO CONTAA T0kQfl 4flYVCm9I�t; j "FAILUAE TCS COMPLYWITH TH M� i�1�1 �+ ' �.��,�+�1 L,+ l A��:A,#$UL.T IN. 'TNE`P :iRTY #' '# A'YVG T111� CEt�' l�C ! i'TS :� � 9 Tim ISSU,EQ AC MING TQ"APPROVED PLANS WHICH ARE PAA 'OFT#ifl PIE IT A ND-.S ,}B,iE� ti171.A iQN C A"RPL#CA$t� PR !$lIwl; 43F.#.14W.11 4N I * Pfw A"'r A77 NTIC"oI-ACH BUfL DING, x .x.._• �,,�.,�___�_..k., �.-.,1 � ..a._ ,..LL�__.ys .�," .��.�L ��" r, us�t�....�,-,_, h.�,.�,_,__�. :.�e�,.r.�'se. � '' ..>• ,. o.. _ .! BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH ATLANTIC BEACH. FLORIDA 32333 Y/ APPLICATION FOR MECHANICAL, PERMIT CALt.IN NUMBER IMPORTANT — Applicant to complete all items in sections 1. II. 111, and W. I. . LOCATION S+tae+ Addle►►: Li -��Ty _.. 'OF Interacting Sir e+u Ie+wen I And U 7��C�Do. WILDING Sub•rl;v;iae II. IDENTIFICATION -- To be completed by all applicants In consideration of permit given for doing the work as described in the abcve statement we hereby agres to pe•fc••o said ..o•r a:::•aa•:e with the aftsclyd plans and Specifications which are a pert hereof and in accordance with the City of Jacksonv,Pe o4-orces 41••3 of good practice listed therein. Name of Mechanical Contractor► Gnf►acter (Priotl ( Master � 23 Nanta of f f Property oveet SigastYte of Owner Signature of er Auther;ad Agent Architect or Engineer III. MERAL INFORMATION A. Typs,4 hose iag W; B. IS OTHER CONSTRUCTION 991 flaG 0 NE ON tr;c THIS BUILDING OR SITE? 1 Q Goa—❑ V Q Natural (] Central Utility // IF YES. GIVE NUftBER 0 CGNSTRUCTION (] Op r PERMIT ' Q Othee — Spec* IV. MOCNAMICAL EOUIPMINT TO RE INSTA14M NAT E OF WORK ty e ;dcomplete lis►of cem+ponenh all back of this fortml residential or f f Commercial (� Heal ❑ Space 13 Recessed Q' Central O floor New Building r/Air Cendrfioeing: Q Rooms l"Central ❑ Existing Building fNatot;atU�� ❑ Replacement of existing system Ord Sydem►: _ Thickees• � mea3mYm copeclhr I e f ra. ❑ New installation(No system previously installed) ❑ Extension or add-on to existing system ❑ Rd;"ftt;el► ❑ Other — Specify —.— I] Cooling loser: Capacity 9 Pmt• Q Ate sprinktors: Humber of heads Q Ekswlw ❑ hlaelih ❑ Eaalator.�......+.—(fuf!mbe►I THIS SPACE FOR OFFICE USE ONLY Q Gasoline PUM (Mtmber) (Ree.l.e�l Q Teah --(nwnber) Remarks 13 kK comoisen (mYTbN) Q Ualived Ilm"We sterol Permit Approved by D. 13 NOW"NOW"NOW" «. I] O+hw — Spedb Permit Fee LIST ALL EQUIPMENT AIR, CONDITIOMNG AND REFRIGERATION EQUIPMENT Gpa�lty Arovlar r 2fmisberunft Dwrlpua t Model Number Manufacturer ('I'oos) �aaer CITY OF ATLANTIC BEACH, FLORIDA APPf byAIaPLICATION FOR ELECTRICAL-PERMIT _ � s•1 TO THE CHIEF ELECTRICAL INSPECTOR: OATEN___. ...19;� > IMPORTANT NOTICE, : IN CON91DERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, WHICH ARE A PART HEREOF, AND IN ACCORDANCE WITH THE ELECTRICAL REGULATIONS,CODES AND CITY OF ATLANTIC BEACH ORDINANCES. ELECTRICAL FIRM; MASTER ELECTRICIANS 1 C" NAME.. L�`,r +.. �G:"�7S ADORESSs.,. � �✓14.�Fr Alp RFD._.r.....SOX.,__;.,. BLDG.SIZE BETWEEN: COMM.( 1 PUBLIC,( 1 INDUS.( 1 NEW( ►'f OLD 1 1 REW. ADDITION( 1 TRAILER ( 1 TEMP.( I SIGNS ( 1 SO.FT. SERVICE: NEW(0 INCREASE( 1 REPAIR( 1 ' PEE _� j• CONDUCTOR SIZE U AMPS COPPERALUM ` SWITCHWTCH OR BREAKER M PH wt'-�*YOVOLT SAC. Ay EXIST.SERV.SIZE AMPS ---P" ll W VOLT RACEWAY FEEDERS NO. SIZE NO. SIZE NO. SIZE LIGHTING OUTLETS I CONCEALED I OPEN I TOTAL RECEPTACLES I CONCEALED OPEN I TOTAL O.iO AMPS. 31.100 AMPS. ;.•� SWITCHES INCANDESCENT FLUORESCENT b M.V. r; FIXED 0.100 AMP6 OV[ .� APPLIANCRO BELL TRANSF. AIR H.P.RATING N.P.RATING CONDITIONING COMP.MOTOR OTHER MOTORS AMPS CELL HEAT; KW-HEAT 0.1 OVER MOTORS H.P. VOLTAGE pHs NO. 111.P. VOLTAGE PNS MISCEL ANEOUS r CITY OF "TLANTIC BEACE NMECHA IC`-L PERMIT APPJLICATIO Date: W,30LO Property address: D 0 L1;-x �GC't�, 11/ Owner_ -A"6 l S6&L;7- �R( L ) Telephone 4: Contr-actor: ocean Telephone I n Contractor address: 1 lu i '( JJ jjrj rj�) F1� rt:�q`ti- � I i in consideration )'f permit even Tor doing the work as described in rhe above itaiement. we hereby agree ro perrorm laid work m accordance with rhe attached plans and specifications which are a part hereof and m accordance with the City if Atlantic 3each ordinances and standards yf � aeod aractice listed Therein. Type of Heating Fuel: If other construction is being done on this building or site,list the building permit number: 0Electric Gas: LP _Natural 4<�entral Utility ❑ Oil Other—SDecify -NISCH NICAL EQUIPIYIENT TO BE INSTALLED NATURE OF WORK II _ _ Heat Space _Recessed t-<entrai _Floor Residential Air Condi ioaing: _Room L111-:--ntrai ❑ Duct Sz✓ tom: Material Thickness �� Commercial Maximum capacity cfm Refrieeraton `1z New Building Cooling Tower. Capaciry --pm E, stint Buil ding � Fire prink(ers:Number of Heads Elevator: __ Nt_�nlift Escalaror Number) LRepiacement of E:;usting System Gasoline Pumps (Number.) Tanks (Number) New Installation � LPG Containers (Number) (?do system previously installed) - nfired Pressure Vessel Boilers Exi rasion or Add-)n to E:-dsting System Gas Piping ! _ � _Other-Soeci�r _ ❑ Other—Specify LIST ALL EQUIPMENT I 1 I _1IR CONDITIONIIYG,REFRIGFRATION EOU1 1-1V c CONDE`iSOR'S .approving cumber Units Description6dei 4 ul ufaeturer Tons agency I �- I 'I F[G.tTING—[T;R^IACESP7 .3O[LIRS.URE? :\Iii LI YD S approving Number Units Description Y[odet« utacture37j,r 3 s Agency Nr-3� 0 I.ti(K� "dominate apaccry TrpeL.quid serial _ ADproiiag ?o;v tJanv �c `Jaauacarrer '40- nc: S00 �eminote Rood � 13 • tluntic eac,i t, Florida 3=.:-54-45 Phone: f9Q4) i"-�Slll} . Fax: L9f►aj �1 -�g1� http: /w,,v"v.ci.atianric-beaeh.t7.us 71071 QEPARTMENT-60 80110 CITY bF AtLAN`TIG OtAGH LOCATION PERM-1 T 114 PORART I ON �Ar dr x o > Sz i IUE rl Nuirfieb+�> : . I '� ATL `SFA `LCA DA ` F r t Type 5IN VROAL DESCRIPTION81 o TT : IrPe .IJ ." SINILLI Tc►wn1 �P . c � 1 Cd �Subra» SSVA LIST DE r a G + V a,I* ? tk . ; pr T 41 ops. 4G 4 0 7 493 E FCR ISI Warn tarou � .APtICA `ION 'FEES � IaI''; ' 4 2'010 rid. IMPACT FEE VAT T RCI-1 FLORID I31� AS `E.R ! S m�. C31 P Iy FL Tgl� TAP $'q VL t"ZR °:TAS ICL SIJAR JAC L K CI}. " '" Ty e 1 4 CAPITA II+ I OUE SEC.; ! IMPACT FEE ;tc'='�"_` ' 7 t PQUI�ING'i` NC1Tlf." "--J0.k,1F,�"��1C�4T�E iI��RM�1kir113�FQf�TtN"`S MLIi f i1��11+t�PR�L:TE�?"B��G�iE PEWIT t31C�SIX MC)NTiAFTf3ATE E3FttSEU� "IOG1L bINC3.MATER1ALa RUBBfiSh1 AND DEBRIS'FRr3M TiiS WORK'MUBTC}f BE"4I.ACEO IN SPACE,AND MUST BE EARIEb UR AND fiiAULED"AI�IAY SY�1TMERl,CONTRACTOR C7R C}i�tiNE ' t1 LURI r �wM /�'T F. WITH "TME M�CHARICS LIEN` CAN��"yilta'1 SULT tN K. 7flt i}1R. �I�FAi!� I� 71R" \NI !*P �� . TO b IA PAY �t iS81JED Jt+ CORDING TO APPA ?VEb FLANS WHICH"ARE PAINT , F THIS PERMIT. AND'$ �. Y1Q iTtON qF"APPI:ICABLE PI"ttM"NS OF LAW. � I$> ATAPITIC E CN,BUILCfiIil bE"pARThAENT. .,.. At 'al= CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT 9 JOB LOCATION: - PLUMBING CONTRACTOR:__ . - - ----- -=---------------- LICENSE NUMBERS:----------------------------------------------------------- 409 OWNER:----------------- ----- ------ BUILDING CONTRACTOR: ----- =------------------------------ _ (// TYPE OF BUILDING: �- _ _ ------ ------ ---- -------------------------- _SINKS ------ SHOWERS LAVATORY 7__ ------ - WATER HEATERS ------�D- ----- BATH TUBS _DISHWASHERS --------- _______ URINALS ------/--DISPOSALS CLOSETS /---WASHING MACHINE FLOOR DRAINS ----------OTHER /ILTOTAL FIXTURE COUNT -;-;�2&Z2------------------------------ ---------- INSTALLATION OF PLUMBING AND FIXTURES 'MUST BE 'IN ACCORDANCE WITH THE MOST RECENT EDITION OF THE SOUTHERN STANDARD PLUMNBING CODE:,:,: 7 WSRseaa �'" 00 p�pART��NT��BU�Ib1NQ i CITY OFATLANTIC"BWH '01"M INIPOMATtox f' P`ar�n t Ig er: 713130, . Ad�ire�s« 3.51 9 LINKSIl3� i�.i,t "I'-Y +� ICT L 1 I N'fI A' L r CH,• I L®R I A 112- �;. Tht �4 1T! $C—R'IPTION ` ' it— Tyo�a WQQIJ � � i c►t: � js1,6�c t S NGL ram :L « ROO. � 5ubd,i vi i"Qza� 69liVA r L I NNS I DIM 2 ; ; ti:s 't. VIA 1 U1« '$'65 3+114 �. Wc�Iwk` } , SI i L I�'AMILY RItstp;vc,l� �� PL�►NS � ��" 1647 �`; �" ray 'I s .�..... t I A ` " r .. «.,... � ' . , ,� �� $49 7,00 Acd>: • DR SGIUTH WIN IMIiG2T 1`$ 43Ci {3a �y 50 .00flLox° 41 gtl lbt r �f ` a t}. 11 1 ... R �KIi4Pl.G_rT ,� E U . 13?2 01, 1 * {I ,. 33R � G, AC £L1 ` LJAC VITA p SSC. I . t P " Nt E—AI.L coNCRETE"RMS AND FOOTINGS MW9 �+ISPi:CTBO#�F�IRE i�(lUf11N4 PERMIT VOID SIX M©NTHS AFTER.DAiTE.�F ISSUE » IiI:I IN MATERIAL,RUBBISH AN�J°DEBAIS I olo THIS WORK MUST NOT SE PLACED IN PUBLIC SPACE MUST BE IwE RE 11 'ANO.HAULED,AWAY BY EItHi:R: E3NTl AC CxR OR f>WWT�IER A " � L1JRE To CCf �� `�`H '�`1�� IV�ECHA�ttCS'. L.fEN t.AW.CAN R '1f Pte _ . "AP TWIG � 1 gU�1 0iN {IMP E ' '.fBBt1ED 00 ACCORDING T4 AIPPAOVtb !LAN-S'WHICH-ARE PIART OF THIS PERMIT AND SUBJECT IOL APPLICA .EPAt71f�B1i311135 QE: ,AW, f� ? ATLANTIC BEAM{BUILC3iNG.DEPARTMENT .. � d i By: I CITY OF ATLANTIC BEACH BUILDING PERMIT CALCULATION SHEET Address �� !AJ 1<,S ('04- Date ,04Date Heated Square Footage � @ $3'.S..�� per sq f t - $ /W, :,Garage/ Shed 3q2—@ $ /�'40 per sq f t = $ 7, n L, Carport/Porch @ $ per sq ft = $ Deck @ $ per sq ft = $ Patio@ $ 00 per sq ft = $ `320 TOTAL VALUATION: $6- 5, ' Total Valuation 1st $ `atlocct� / S q q. S C -- Remaining Value per thousand or portion thereof TOTAL BUILDING FEE $ 3 .2 oo _ + 1/2 Filing Fee $ 162 vo — (1 ) Fireplaces @ $15 .00 $ 45'.OQ� _ BUILDING PERMIT FEE $ /-/9 7- _ BUILDING PERMIT $� /1 ? WATER CONNECTION $ _ SEWER CONNECTION $ WATER METER/TAP $ Op" CAPITAL IMPROVEMENT (/�Y ) RADON (HRS) .0095 RADON (CAB) .0005 SECTION H PAVING HYDRAULIC SHARES OTHER $ �_ GRAND TOTAL DUE ADDITIONAL PERMITS OR FEES: Mechanical____.._,_,_; Plumbing._�___- Electric/Neta-�_— Electric/Temp_ ;SwimmingPool_- Septic Tank__ _; Well_-___.^.__; Sign_ _Finish Floor Elevation Other _ CALCULATIONS and/or NOTES: 'ROPERTY DESCRIPTION p � CITY OF Art4f:t&c t eael - 7(0-c4 4 s L .ot 0__,�,�__Block !-_-____Section I U 7 1993 716 OCEAN BOVI.EVARI!IP.O.BOX 25 ATLANTIC BBACII,FLnRIDA 3:21' QQ t ` Building iubdiviaions_�?��^Y� _ �^__� S\ O e-, u�_- g and Zoning TF.LF.PII0NE19;j4►24+2,:9: ;trivet flawifl -- DESCRIPTION OF WORK it Address If in s-FLOOD HAZARD 'loos Zoned_A___-------_ares cowplote page 9. Brief (� Desariptions S�Nol�esI'p,tti.�� Kr s _ Class of Works tNer/Rewodel/Additlonf ------ ___ a '011ING INFORMATION • Type of St N Constructions-- _.,�,t �M :oningvProposed ,iatricts ;_�tJoos_____________________ Estimated Value f___-_-----_--____-- :xceptions or Materislst- 'Q 'u�� ariances brantods--- ....- - ---------------- Solid or ------------------------------------- Filled t ( Orounds_2tOl!��____Roof s OWNER INFORMATION rr r hothod of Hoatingi L`eC_______ _--------- 3 -Z-O\ (0 PropertyOvrors�,eN-\9-)( P - ---------- Phones Moiling (0 --0Address_- +S(�cC� 3 --'-1�-- —r Zips- c CONTRACTOR INFORMATION L � Contractor sse��Q `" Mailing b f .t%j � Addrafras__ b rr _ 1-S: 1 --------------------------- Zips-- --------- --_ C'2 C,4-_33-` 0��- Expiration--------- License NuwDort_ ------------- Dare I NCRESY CERTIFY TWAT I HAVE READ AND CXAXIMCD THIS APPLICATION AND KNOW THC SAME TO !E Tout AND CORRECT. ALL PROVISIONS OF THt LAWS AND ORDIMANCC! GOVERNING THIS TYPE Or WORr. •ILL rc '%�1�� COMPLICD WITH. WMCT CX SPECIFIED UERRIN OR NOT. TUC GRANTING M A PERMIT DOES NOT PPLL7'C T" ,,!• OIYC AUTHORITY TO VIOLATE OR CAMSTHC PROVISION! GF ANY FEDERAL, STATC OR LOCAL r:lL�• �r „ REOULATION2. ORDIMANCCS. OR LAW! A NA Ell, INCLUDING THE OOVCRNINO or CONSTRUCTION O'+ T1'I 77 \ l. ►tRFORNAHCE OF CONSTRUCTION 0I C PRO tC I YNDtRiTANO THAT THC ISSUANCE Of THIS ♦[RMST l: "!•.• CONTIMGCNT UPON TNS ASOYC I ATIGM EI AMD CORRECT AND THAT TUC FLAK! AND SW►OA11NG i tae s,, DATA HAVE SCFM OR !MALL Rt P IDCD AS I ED. f, ' Ovner SiQnatul'e -- __-- �- -----------Date --- q -- Contractor Signature------ ------ -------Ds PLA. 1947 LAWf RAMGO FORM A0 Ps 71f.1s 'Non r of Gaminenrom, leut tr w'�t►aRe�evrLreara to Cullom U Mau w1wi o- The undersigned hereby Informs all concerned that improvements will be made to certain real property, and in accordance with section 713.13 of the Florida Statutes, the following Information is stated in this NOTICE OF COMMENCEMENT. Description of property...._.........._... »..».»» ....._.».».»».... .».». _.�....._».._«.... ordin to lat thereof recorded in plat book,Y22 gg wof„.the ,current public •records of»Duval County Fla. „ QD,$truction of Single Family Residence General description o improvements•••.•••••»• »••• •••••••••�••••-•• ---••»-�-• ...with...ga.rc4.g.0-PA concrete slabl 66 2 0 SOUTHPOINT DRIVE #400 JX.FL. 3221 Owner....._.GENTEX...REAL...ESTATZ....C5 RP-91M ION�.....,,.».»»�» ._.......w...._..».. .. 6620 SOUTHPOINT DRIVE #400 JX. PL. 32216 Address......... ......._................. .......»...�...............«..»...»_.._................».........»FEE SIMPLE SIMPLE Owner's interest in site of the improvement••••••...»•.•••---•.-»»• .-••-•--•••••» •--•• ---•---»••--» Fee Simple Title holder (if other than owner) Name..............................................._.................... ................... ._......._.._..... ._....»_w...»............._.......... .....» ........ _ . ._..»_. Address...................................w........._.._................................._._................_.__.._._.»_.» _».. . ......»....._. ._.»....... Contractor.........SAME�.AS OWNER................................................ Address......................»............... .............................._........ _..._........ ..» ._.». .._... .».........._... »»_.» »._ _»»»»»» ._._ Surety (if any).........................................._.............................._._.....__.. ..._. .»... .....»_.. .......___. .._................_.»... Address...............».»..._..»_....».»._..........».....»..»....».......»»..... »........:.... of bond $ .»..:...:_.. Name of person within the State of Florida designated by owner upon whom notices or other document may be served. ARTHUR DAY Nam* _....... _.................... ...........».... »......�».»..»....»....... ............... Addres��•- _6 »+ »» 6620 Southpoint Dr S Suite 400 ,Jacksonville, F132216 In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.13 (1) (F), Florida Statutes. (Fill in at Owner's option). Name..............................»..............................»......».....»... . .....__....._..,,......_..........»...».......»,.....»......._..........»................_......._......... .. # �.. f ` FLOODP"XU DEVELOPMENT 2NFORMATION Type of DevelopmenttM..N..wNw.......... w-w..w-............w•----..- -•---- Flood Zoete s_ ww.Mrw-r••.�-.. Requ%red Lowest Floor Blevatims sf building is located within a flood hazard zone, a survey must be made AFTER THE SLAG HAS OEEN POURED, certifying that the LOWEST FLOOR ELBVATXON Is equal to or above the bees, flood elevation established for that sone, Uo final inspection will be sada and no cert sieate of occupancy will be issued until the survey fat on Vtie with the Building Department. COMMEMTSs Applicant Acknowledgements Y understand that the Issuance or this permit is contingent upon the . above information being correct and that the plans mad supporting data have been or shall be provided as required. Z agree to comply with all applicable provisions of Ordinance No. 23-7-11 and all other lava or ordinances affecting the proposed development. Date 7 lw 9 3_.Applioant•s Signature_... �� --- ---------- ,l Department Use Required Lowest Floor Elevation As Quilt Lowest Floor Elevation _- ---,.__.,-- Survey Filed with Building Department Butiding`Department Representative I Pape 3 RIGHT-J LOAD AND EQUIPMENT SUMMARY 04-27-93 For : CENTEX HOMES By: Mandarin Heat & Air Inc . Job #: PLAN 3708 Wthr : Jacksonville_AP FL, Zone . WINTER DESIGN CONDITIONS SUMMER DESIGN CONDITIONS Outside db: 32 Deg'"F Outside db: 44 Deg F Inside db: 68 Deg F Inside db: 78 Deg F Design TDs 36 Deg F Design TD: 16 Deg F Daily Range M Rel . Hum. : 50 % • Grains Water 49 gr HEATING SUMMARY SENSIBLE COOLING EQUIP -LOAD SIZING Bldg . Heat Loss 36516 Btuh Structure 26492 Btuh Ventilation Air 0 CFM Ventilation 0 Btuh Vent Air Loss 0 Btuh Design Temp . Swing 3 .0 Deg F Design Heat Load 36516 Stuh Use Mfg . Data n Rate/Swing Mult . 1 .00 Total Sens Equip Load 26492 Btuh INFILTRATION LATENT COOLING EQUIP LOAD SIZING Const Qual a # Fireplaces 1 Internal Gains 920 Btuh Ventilation 0 Btuh HEATING COOLING Infiltration 2933 Btuh Area ( sq .ft . ) 1647 1647 Tot Latent Equip Load 3853 Btuh Volume ( cu .ft . ) 13176 13176 Air Changes/Hour 1 .0 0 .4 Total Equip Load 30345 Btuh Equivalent CFM 220 88 HEATING EQUIPMENT SUMMARY COOLING EQUIPMENT SUMMARY Make TRANE Make TRANE Model TWV036BI40A Model TWD7368100A Type HEAT PUMP Type HEAT PUMP Efficiency / HSPF . 6 .9 COP/EER/SEER 9 :4 Heating Input36000 Btuh Sensible Cooling 36000 Btuh Heating Output 0 Btuh Latent Cooling 0 Btuh Heating Temp Rise 0 Deg F Total Cooling 36000 Btuh Actual Heating Fan 1417 CFM Actual Cooling Fan 1417 CFM Htg Air Flow Factor 0 .039 CFM/Btuh Clg Air Flow Factor 0 .053 CFM/BtO Space Thermostat Load Sens Heat Ratio 87 MANUAL J: 7th Ed . RIGHT-J: V1 .63 TR RIGHT-J LOAD AND EQUIPMENT SUMMARY 04-27-93 For : CENTEX HOMES By : Mandarin Heat & Air Inc . Job #: PLAN 3708 Wthr Jacksonville 'AP FL"' Zone WINTER DESIGN CONDITIONS SUMMER DESIGN CONDITIONS Outside db: 32 Deg F Outside db: 94 Deg F ,Inside db: 68 Deg F Inside db: 78 Deg F Design TD : 36 Deg F Design TD: 16 Deg F Daily Range M Rel . Hum . : 50 % Grains Water 49 gr HEATING SUMMARY SENSIBLE COOLING EQUIP •LOAD SIZING Bldg . Heat Loss 36516 Stuh Structure 26492 Btuh Ventilation Air 0 CFM Ventilation 0 Btuh Vent Air Loss 0 Btuh Design Temp . Swing 3 .0 Deg F Design Heat Load 36516 Btuh Use Mfg . Data n Rate/Swing Mult . 1 .00 Total. Sens Equip Load 26492 Btuh INFILTRATION LATENT COOLING EQUIP LOAD SIZING Const Qual a # Fireplaces 1 Internal Gains 920 Btuh Ventilation 0 Btuh HEATING COOLING Infiltration 2933 Btuh Area ( sq .ft . ) 1647 1647 Tot Latent Equip Load 3853 Btuh Volume ( cu .ft . ) 13176 13176 Air Changes/Hour 1 .0 0 .4 Total Equip Load 30345 Btuh Equivalent CFM 220 Be HEATING EQUIPMENT SUMMARY COOLING EQUIPMENT SUMMARY -AW Make TRANE Make TRANS Model TWV0368140A Model TWD736B100A Type HEAT PUMP Type HEAT PUMP Efficiency / HSPF 6 .9 COP/EER/SEER 9 ;4 Heating Input 36000 Btuh Sensible Cooling 36000 Btuh Heating Output 0 Btuh Latent Cooling 0 Btuh Heating Temp Rise 0 Deg F Total Cooling 36000 Stuh Actual Heating Fan 1417 CFM Actual Cooling Fan 1417 CFM itg Air Flow Factor 0 .039 CFM/Btuh C19 Air Flow Factor 0 .053 CFM/Btuh ace Thermostat Load Sens Heat Ratio 87 MANUAL J: 7th Ed . RIGHT-J : V1 .63 TR Department of Community Affairs "41 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM 60OA-93 Residential Component Prescriptive Method A NORTH PROJECT NAME : Lot 88 5elva Linksid ; BUILDER: Centex AND ADDRESS: 1509 Linkside Drive ; PERMITTING ; CLIMATE Atlantic Beach , F1a . ; OFFICE : Atlantic Bch ; ZONE : 1 ; _; 2 ; _: 3X 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 . ) S . 1647 .00 --- 6 . Predominant eave overhang ( ft . ) 6 . 1 .00 -7 . Porch overhang length ( ft . ) 7 . 0 .00 --- S . Glass area and type : Single Pane Double Pane a . Clear Glass 8a . 0 .Osgf t 161 .40sgf t b . Tint , film or solar screen 8b . O .Osgft 0 .Oosgft Floor type and insulation: a . Slab on grade ( R-value , perimeter ) 9a .R= 0 .00 , 167 .00 f` 10 .Net Wall type area and insulation : a . Exterior : 2 . Wood frame ( Insulation R,-alue ) 10a-2 R=11 .00 , 986 .o0sgft_ a . Adjacent : 2 . Wood frame ( Insulation R-value ) 10a-2 R=11 .00 , 149 .G0 '�ft .- --- 11 .Ceiling type area and insulation: a . Under attic ( Insulation R-value ) 11a .R=30 .00 , 1647 .r,0Srgft_ 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 - E F : 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 . 95 .55 _- a . Total As_Built points 19a . 28403 .63 __-- 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 indicate: 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 : ,ey` ; compliance in accordance with Section DATE: ok6i S53 .908 F .S . I hereby certify that this building is in compliance with the Florida Energy Code . ' OWNER/AGENT : ; BUILDING OFFICIAL :DATE: -1- -Ilk DATE : ENERGY t.:.iUIDM For detailed information of the IPI rating number or for any ITEM listed , ask your Builder for EPI= 95 .6 DCA Form 600A--93 or Form 60OB--93 0 10 20 30 40 50 60 70 80 90 100 ----------- _._._.__..w.-_.._. The maximum allowable EPI is 100 . The lower the EPI the more efficient the home RESIDENTIAL. ENERGY PERFORMANCE RATING SHEE't' ITEM HOME VALUE Low Efficiency High Efficiency SINGL CLR DEAL TINT WINDOWS . . . . . . . . . . . . . . . . . . . . .Double Clear ------------- INSULATION . . . . . . . . . . . . . . . . . . R--10 R--30 Ceiling R-Value . . . . . . . . . 30 .0 : --------------------X : Ri0 R-7 Wall R-Value . . . . . , . . . 11 .0 : --------------------X R--O R-19 Floor R--Value . . . . . . . . . 0 .0 X__-___--_._-__...._____ - AIR CONDITIONER . . . . . . . . . . . . . 10 .0 SEER 17 .0 SEER/EER . . . . . . . . . . . . . . . . . . 10 .3 A-------------------- ; 9 .7 EER 16 .0 HEATING SYSTEM . . .. . . . . . . . . . . 6 .6 HSPF 12 .0 Electric COP/HSPF . . . . . . . . 7 .0 A_____._.._m._.._...__-.__..___.__ � 0 .73 AFUE 0 .90 Gas AFUE . . . . . . . . . . . . 0 .00 --------------------- WATER __._._ _ ._.w____..__.._._._.___ -WATER HEATER . . . . . . . . . . . . . . . . 0 .88 0 .96 Electric EF . . . . . . . . . . . . . . 0 .93 : ---------- -X___._._.___- 0 .54 0 .90 GasEF . . . . . . . . . . . . . . 0.o0 j --------------------- 0 .40 0 .30 Solar EF . . . . . , . . . ___________._._.__-_-- OTHER FEATURE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 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 - 1993 Florida Department of Community Affairs FL--EPL CARD93 De-par t m en r:. of Coirui�iuni ty -af -a i r:H1 : fd : 5411 FLORIDA ENERGY EFFICIENCY CODE FOR BUTLDING CONSTRUCTION FORM 66OA-9-� Residential Component. Pre cripti\.ie Method A NORTH PROJECT NAME : Lot. 88 Selva Linksi.d ; BUIL.DER: Centex AND ADDRESS : 1509 L.inkside Drive ; PERMITTING ; CLIMATE Atlantic Beach , Fla. . ; OFFICE : Atlantic Bch ; ZONE : 1 ; ._; 2 ; _; 3 ;X OWNER : Centex ; PERMIT NO . ; JURISDICTION N0 .261.100 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 ( yea/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 . Clear Glass 8a . O .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 Rvalu.e ) 10x--2 R=11 .00 , 149 .00sgft_ 11 .C;eiling type area and insulation: a . Under attic ( Insulation R-value ) l la .R=30 .00 , 1647 .00sgft.__._ 12 .Air distribution systems a . Ducts ( Insulation + Location ) 12a . R= 6 .00 uncond 13 .C.00ling system 13 . Type : Central A/C EER : 10 .00 14 .11eating 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-Gross vent , 18 . CF HF-Whole house fan , RB-Attic radiant barrier , MZ-MultiZone ) 19 .EPI ( must not exceed 100 points ) 19 . 95 .55 a . Total As_Built points 19a . 28403 .63 b . Total Base points 19b . 29725 .75 - _.._.. ---------------------------------------------------------------------------- I Hereby certify that the plans and Review of the plans and specifications specifications covered by this calc:u- 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 , r - i 5S-3 .908 F .S . i I hereby certify that this building is in compliance with the Florida Energy Code . OWNER/AGENT : C /� _ _ BUILDING OFFICIAL.. : D A T E: _ .�- _'� _ _ DATE : Department of Communit> Affairs SN : 5411 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM 60OA-93 Residential Component Prescriptive Method A NORTH PROJECT NAME : Lot. 88 Selva Linksid ; BUILDER: Centex AND ADDRESS: 1509 Linkside Drive ; PERMITTING ; CLIMATE Atlantic Beach , Fla . ; OFFICE : Atlantic Bch ; ZONE : 1 ; _; 2 ; _; 3 ; 4 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 . 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 . Clear Glass 8a . O .Osgft 161 .44sgft b . Tint , film or solar screen 8b . O .Osgft O .00sgft 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 P- ,-,clue ) 10a-2 R=11 .00 , 986 .00sgft a . Adjacent : 2 . Wood frame ( Insulation w-value ) 10a-2 R=11 .00 , 149 .00sgft _ 11 .Ceiling type area and insulation : a. . Under attic ( Insulat-ion R-value ) 11a .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 1S .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 . 95 .55 a . Total As_Built points 19a . 28403 .63 _ 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 : - 1 J 9 ; 553 .908 F .S . I hereby certify that this building is in compliance with the Florida Energy Code . OWNER/AGENT : ; BUILDING OFFICIAL : DATE :- 'Z - T �`ri ; DATE : SUMMER CALCULATIONS BASE =_ __= AS--BUILT =_ ;LASS., . ....._.._. --.._-______- � )RIEN AREA x BSPM = POINTS ; TYPE SC ORIEN AREA x SPM x SOF = POINTS -------------------------------------------------------------------------------- N 53 .40 65 .8 3513 .7 ; DBL CLR N 15 .0 38 .3 .91 522 .3 DBL. CLR N 15 .0 33 .3 .91 522 .3 DBL CLR N 11 .7 38 .3 .91 407 .4 DBL CLR N 11 .7 38 .3 .91 407 .4 E 84 .00 65 .8 5527 .2 ; DBL CLR E 18 .0 79 .7 .94 1346 .5 DBL CLR E 18 .0 79 .7 .94 1346 . 5 DBL CLR E 12 .0 79 .7 .94 902 .2 DBL CLR E 18 .0 79 .7 .94 13463 DL!._ CLR E 18 .0 79 .7 .94 1345 .5 W 24 .00 65 .8 1579 .2 DBL CLR W 24 .0 79 .7 .94 1795 .3 .15 x COND . VFLOOR / TOTAL. GLASS = ADJ . x GLASS AD 7 GLASS GLAS`? AREA AREA FACTOR POINTS POINTS ; POINTS . 15 T �1 ,647 .O0 161 .40 1 .531 10 ,620 .12 16 ,255 .89 i 9 ,942 .90 WON hGLASS------------ AREA w._.____.____...._AREA x BSPM = POINTS ; TYPE R--VALUE AREA x SPM = POINTS -------------------------------------------------------------------------------- WALLS---------------- Ext __.-___..-_____-- -..Ext 986 .0 .9 887 .4 ; Ext Wood Frame 11 .0 986 .0 1 .70 1676 .2 Ad,j 149 .0 .7 104 .3 ; Adj Wood Frame 11 .0 149 .0 .70 104 .3 DOORS---------------- Ext ---_-_...._____.._-_. --Ext 21 .0 6 , 1 128 . 1 Ext Insulated 21 .0 4 . 10 86 . 1 Adi 18 .8 2 .4 45 . 1 ; AN Wood 18 .8 2 .40 45 . 1 CEILINGS_.__________._ � UA 1647 .0 .6 988 .2 Under Attic 30 .0 1.647 .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 1.31.76 .0 TOTAL SUMMER POINTS 2.5 ,406 .01 19 , 1.38 .42 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 1 19 , 138 .42 1 .00 1 . 100 .340 .860 6 , 155 .63 WINTER CALCULATIONS === BASE === / === AS-BUILT === =============================================================================== GLASS---------------- / ORIEN AREA x BWPM = POINTS / TYPE 6C DRZEN AREA x WPM n WOF = POINTS ------------------------------------------------------------------------------- N 53 ,40 -10 ,6 -566 '0 / DBL CLR N 15 '0 7 '3 1 . 13 123 .9 / DBL CLR N 15 '0 7 .3 1 . 13 123 '9 ' DBL CLR N 11 .7 7 .3 1 ' 13 96 .6 / DBL CLR N 11 .7 7 '3 1 . 13 96 .6 E 84 '00 -10 .6 -890 '4 ! DBL CLR E 18 '0 -9 '2 '82 -135 '7 / DBL CLR E 18 .0 -9 '2 '82 -135 '7 / . DBL CLR E 12 O -9 '2 '83 -91 .9 / / ' DBL CLR E 18 O -9 ,2 '82 -235 '7 / / DBL CLR E 18 .0 -9 .2 .82 -135 .7 W 24 .00 -10 .6 -254 '4 | DBL CLR W 24 .0 -9 .2 '82 -181 '0 _______________________________________________________________________________ '15 x COND . FLOOR / TOTAL GLASS = AO3 ' 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 / -374 '71 =============================================================================== NON GLASS------------ / AREA x BWPM = POINTS / TYPE R-VALUE AREA x WPM = POINTS ------------------------------------------------------------------------------- WALL5---------------- | 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 | Adj 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 11ZO 216 '2 / / CEILINGS------------- | UA 1647 .0 1 '2 1976 '4 / Under Attic 30 '0 1647 .0 1 '20 1976 .4 / ` FLOORS--------------- / 5lb 167 .0 8 .9 1486 .3 / Slab-on-Grade '0 167 '0 18 .80 3139 '6 / / INFILTRATION--------- / 1647 '0 7 '4 12187 '8 / Practice #2 1647 '0 7 .40 12187 '8 =============================================================================== TOTAL WINTER POINTS | 16 ,211 '87 / 21 ,506 .29 =============================================================================== TOTAL x SYSTEM = HEATING ' TOTAL x CAP x DUCT x SYSTEM x CREDIT = HEATING WIN PTS MULT POINTS / COMPON RATIO MULT MULT MULT POINTS _______________________________________________________________________________ 16 ,211 '87 .55 8 ,916 '53 | 21 ,5D6 .29 1 '00 1 '100 '484 1 '000 11 ,449 .95 =============================================================================== � �� 41 A WATER HEATING BASE AS-BUILT IUM OF x MULT TOTAL TANK VOLUME EF TANK x MULT x CREDIT = rOTAt- 3EDRMS RATIO MOLT ------------------------------- 3 3803 .0 11 ,409 .00 40 '93 1 .000 3599 .3 1 .00 10 ,798 .00 SUMMARY BASE AS-BUILT OOLING HEATING HOT WATER TOTAL COOLING HEATING HOT WATER TOTAL DOINTS + POINTS + POINTS = POINTS POINTS + POINTS + POINTS POINT'_-, --------------------------- --------------- 9400 .2 8916 .5 11409 .0 29 ,725 .7S 6155 .7 11449 ,9 10798 .0 28 ,403 .63 EPI = 95 -55 RIGHT-J LOAD AND EQUIPMENT SUMMARY 44-27-93 For : CENTEX HOMES By: Mandarin Heat & Air Inc . Job #: PLAN 3708 Wthr Jacksonville-AP FL'" Zone WINTER DESIGN CONDITIONS SUMMER DESIGN CONDITIONS Outside db: 32 Deg F Outside db: 94 Deg F Inside db: 68 Deg F Inside db: 78 Deg F Design TD: 36 Deg F Design TD: 16 Deg F, Daily Range M Rel . Hum . : 50 % Grains Water 49 gr HEATING SUMMARY SENSIBLE COOLING EQUIP •LOAD SIZING Bldg . Heat Loss 36516 Btuh Structure 26492 Btuh Ventilation Air 0 CFM Ventilation 0 Btuh Vent Air Loss 0 Btuh Design Temp . Swing 3 .0 Deg F Design Heat Load 36516 Btuh Use Mfg . Data n Rate/Swing Mult . 1 .00 Total. Sens Equip Load 26492 Btuh INFILTRATION LATENT COOLING EQUIP LOAD SIZING Const Qual a # Fireplaces 1 Internal Gains 920 Btuh Ventilation 0 Btuh HEATING COOLING Infiltration 2933 Btuh Area ( sq .ft . ) 1647 1647 Tot Latent Equip Load 3853 Btuh Volume ( cu .ft . ) 13176 13176 Air Changes/Hour 1 .0 0 ,4 Total Equip Load 30345 Btuh Equivalent CFM 220 88 HEATING EQUIPMENT SUMMARY COOLING EQUIPMENT SUMMARY Make TRANE Make TRANS Model TWVO36B140A Model TWD7368100A Type HEAT PUMP Type HEAT PUMP Efficiency / HSPF 6 .9 COP/EER/SEER 9 :4 Heating Input 36000 Btuh Sensible Cooling 36000 Btuh Heating output 0 Btuh Latent Cooling 0 Btuh Heating Temp Rise 0 Deg F Total Cooling 36000 Btuh Actual Heating Fan 147.7 CFM Actual Cooling Fan 1417 CFM Htg Air Flow Factor 0 .039 CFM/Btuh Clg Air Flow Factor 0 .053 CFM/Btuh Space Thermostat Load Sens Heat Ratio 87 MANUAL J: 7th Ed . RIGHT-J : V1 .63 TR FIBERGLASS SHINGLES ON FELT OVER 1/2. O.S.B. SHEATHING -- 12" ON PRE-ENGINEERED ROOF 12" VARIES TRUSSES A 24" O.C. VARIES CARDBORD INSULATION BAFFLE R-19 INSULATION U�f CUP 0 EACH TRUSS ALUM. EAVE DRIP /2" COUNG BOARD 1"X2" P.T. DOUBLE 2"X4" LPTP FASCIA TOP PLATE SOFFIT VENT 2"X4' 1/2" GYP. BOARD 1" X FREEZE 40 APOR BARRIER K OR OR BETTER) 2"X4" STUDS 0 16" O.C. VERTICL OR HORZ. SIDING BRICK OR STUCCO OVER WALL SHEATHING 1/2"X8" LONG ANCHOR R-11 INSULATION BOLTS 0 4 '-Cr O.C. 2"X4" P.T. SOLE PLATE SET 4` CONC. SLAB W/ IN CONT BEAD OF SEALANT 6X6 10/10 W.W.M. OVER NISHED FLON 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- 14 REINF. BARS WALL SECTION SCALE: 1 2 = Y- 4' CONC. SLAB W/ 6X6 10/10 W.W.M. FINISHED GRADE ; FINISHED GRADE ' '• 6 MIL POLY VAPOR BARRIER OVER CLEAN -#4 REINF. BARS 12" COMPACT TERMITE 20" 3-J4 REINF. BARS TREATED FILL MONOLITHIC FOOTER SCALE: 17r=-T-0 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 INSUTATION BAFFLE R-19 INSULATION CUP 0 EACH TRUSS ALUM. EAVE DRIP /Y CEILING BOARD 1"X2" P.T. DOUBLE 2"X4' LPTP FASCIA TOP PLATE SOFFIT VENT 1/2" GYP. BOARD 2"X4" 1" X FREEZE �APOR BARRIER K OR OR BETTER) 2"X4" STUDS 0 16" O.C. VERTICL OR HORZ. SIDING BRICK OR STUCCO OVER WALL SHEATHING 1/2"X8" LONG ANCHOR R-11 INSULATION CFLO BOLTS 0 4 '-0' O.C. 2"X4" P.T. SOLE PLATE SET 4' CONC. SLAB W/ IN CONT BEAD OF SEALANT 6X6 10/10 W.W.M. OVER WATERPROOF MEMBRANE FINISHED GRAD 8" MIN. COMPACT FILL 12" MIN. a 'a.• :�'j i• 8" CONC. BLOCK jpW—WXW\CONC. FTG. 16"X8" CONC. FTG. W/ 2-J4 REINF. BARS W/ 3- 14 REINF. BARS WALL SECTION SCALE: i Z = V- 4" CONC. SLAB W/ 6X6 10/10 W.W.M. FINISHED GRADE ;• FINISHED GRADE �— '► 6 MIL POLY VAPOR ? 'o' BARRIER OVER CLEAN -#4 REINF. BARS 12" COMPACT TERMITE 20" 3-14 REINF. BARS TREATED FILL MONOLITHIC FOOTER SCALE: , = 1'-0 FIBERGLASS SHINGLES ON FELT —` OVER 1/2" O.S.B. SHEATHING 1 Y ON PRE-ENGINEERED ROOF it VARIES TRUSSES 0 24' O.C. VARIES CARDBORD INSULATION BAFFLE R-19 INSULATION � I CUP 0 EACH TRUSS �---- ALUM. EAVE DRIP /Y CEIUNG BOARD 1'X2" P.T. DOUBLE 2"X4" LPTP FASCIA TOP PLATE SOFFIT VENT 1/Y GYP. BOARD 2'X4" 1' X FREEZE APOR BARRIER TYVEK OR BETTER) 2'X4' STUDS 0 16' O.C. VERTICL OR HORZ. SIDING BRICK OR STUCCO OVER WALL SHEATHING 1/2'X8" LONG ANCHOR R-11 INSULATION BOLTS 0 4 '-Cr O.C. 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 1 Y MIN. 8' CONC. BLOCK 16'X 16'X8' CONC. FTG. CONC. FTG. W/ 2-14 REINF. BARS W/ 3- 14 REINF. BARS WALL SECTION SCALE: 1/f== 1'- 4' CONC. SLAB W/ 6X6 10/10 W.W.M. FINISHED GRADE FINISHED GRADE ' �• 6 MIL POLY VAPOR •• ' � a o' BARRIER OVER CLEAN 4 REINF. BARS 1T COMPACT TERMITE 20' 3-#4 REINF. BARS TREATED FILL MONOLITHIC FOOTER SCALE: llt= 1'-0 Do not arof sha LlrAdTRVE TRUSS Vftut rrriCa per" HANGER`S horn True Trani L Tnrms wig!M bolt ie 2X6-8 strid mfdva wo Urs 2 X 18 4 X 18 Apwovee or ......... ' !>:k•. CUSTOMERGE ,,p0. - r .-.. �+ Vic, u•PF F let 4•1• 2v�,�, let►!q os Qb- I Rl1E�TRUSS�641.0766�i�- �-�� . INFDRTAUT'll7TE : �` •' .t� y a efarnae W Umar i Te s,'wi'nwais: �,�j' t ,,� ; ;,i-> -_Y - � �,_ • �,�v. Alf AeY1ba CAtl Tii mis nos� y ruinrR crsnucnaa XM SEMI tv t lEA(37'-0)fi7 5-V6 aRY 7 15 rEA(37'0) V-9 3pa— T= H A(37-09Yyrr SPIVII -r 1.3 lr:4 9.0' HV-l9 sa r I lN3, . 9V-115 J 4Pto , s j-. `��► 30(57�0'i A11L SPFG H-i 015 IR S i Kc-4 -1 ►FJl(2 -9 root Fa o . rLALj S :':3.:3ry.`J� I�i.� R: -. � . .. 'ate."., :�i.'� -4 A'..�•v -. .. .;F' ,� ��j'i r�?iY� •w j.% t�JE+i:'�=; .. -�. I .��,.��• L� •r•y�ar�il...��'.f=-'l�.i s.`h.r��'!%` �� TRUSS SPECIFICATIONS FOR CENTEX 3708 B &D The numbers listed below are a list of truss specifications for the project named above. These specifications are attached herewith and have been prepared under the responsible charge of the Professional Engineer whose seal is affixed on this index sheet in accordance with Florida Statute Chapter 471 and Rules of the Florida Department of Professional Regulation Chapter 21H-23. DRAWING NUMBER DATE 15415 1020 REV 1 5-1-1993 15415 2020 REV 1 5-1-1993 15415 3020 REV 1 5-1-1993 15415 4020 REV 1 5-1-1993 15415 5020 REV 1 5-1-1993 15415 6of20 REV 1 5-1-1993 15415 7of20 REV 1 5-1-1993 15415 8020 REV 1 5-1-1993 15415 9020 REV 1 5-1-1993 15415 10020 REV 1 5-1-1993 15415 11020 REV 1 5-1-1993 15415 12020 REV 1 5-1-1993 15415 13020 REV 1 5-1-1993 15415 14020 REV 1 5-1-1993 ��1�tti1t1tittt�lli 15415 15of20 REV 1 5-1-1993 15415 16020 REV 1 5-1-1993Q •' �f1F41 15415 17020 REV 1 5-1-1993 15415 18020 REV 1 5-1-1993 * 6 15415 19of20 REV 1 5-1-1993 15415 20020 REV 1 5-1-1993 �s i4d1D" V&D I . I) MONGER SHALL BE OF THE SPECIFIED M711IWJM GRADES. 5! COIAIECTOR PLATES SHALL BE INSTALLED SO—ETRICALL'OU 10; ALL TEIISIDII CHORD MEMBERS ASSUMED TO BE COIITNMIOJSLI 13! � 11401CAYES LATERAL BRFCROG MEMBER f1y4 MINI,% SAFCIES. AHD'19x MAXIMUM M3ISTJRE C]fiTENT. 7NN SUCH THAT THE JOINT. BRACED Br EITHER 3/8" IMIIP PLYWOOD SHEA7HiNG. 1/2' 14! HIST KLA7I DII AIC ERECTIGI GF 111E TWJSS• PEra1ANfUT, Y!I'i IS OF H'Ja EP ALLOWABLE STRESS IALUES. ALL VALUES USED B. TOP CHCPO SPI ICES ARE NU7 PECGMi$llDEO TO OCCJP fM I11I OR.MALL OP BRAC OIG MEMBERS SPACED f0' R C. INA/1. TEMPGRAP't BRACING SHHOJLD BE 001E 3H ACCGFr Ar CE WITH FOR OESIGTI ARE BASED Off THE LATEST EDITION OF THE NA- GIFIECTL'I ABOVE A SOITGM CHUPG SPLICE. UNLESS DOTED OTHIERWISE. C1fiRENT TPI BRACING MD ERECTION PUBLICATIG4S. TIO4AL DESIGN STANDARDS PJBL I SLED BI THE NATIONAL 7t V-2000 APPPO'VAL trJMBERS: JBC 2342. FHA TCB 2014. SBCC 1/) ALL CGMPRESSIW+CHHGIO MEI4BEH5 ASSUMED TO BE CG+TI7AlVJSLn51 THIS DESIGN CDtFDMS TO CURRENT TPI OESISH SPECIFICA- FOREST PRODUCTS ASSOCIATION, 7251, BOCA FILE 86-125 BRACED Of EITHER 3/8' +MIN.) PLYWOOD SHEATHING. 1/2" 7IC41S FGR KETAL PLATE CG44NECTE0 WOOD TR1.55E5 AND 2) THIS OESIOf 15 BASED ON CLARI CONNECTOR RATES Gly. B) THIS TRUSS HAS BEEII OESIGIIED FOR TIME LOADIffG SHOWI 'NIM.) DRIWALL OR BRACING MEMBERS SPACED AT 16' O C. DUALI71 STAIAARDS FOR TRUSSES. 3) CONNECTOR PLATES SIZES ARE BASED ON AXIAL FORCES ONLY. OI THDO IS DRAWPIG. IIISTALLATIGII AIIG USE SHALL CONFORM IMAX!, UNLESS NOTED OTHERWISE. 15) NO MEMBER OF THE TRUSS NAI BE CUT DR MIFIEO III ANI WA-I, 4) CO4ECTOR PLATE SIZES ARE CALLED OUT WIDTH {ACROSS SLOTS; WITH THUS DESIGN 12) ® IfDICATES BEAADIG LOCATIGI 17) SPECIAL MAt4DLltfO CARE SHOULD BE TAKEN DURING SHIPPING AMD BY LEI4GTH1 IKOIG SLOTS, A111 THE OIIENTATION OF THE 9; THIS DESIGtl IS APPLICABLE TO SHOPTEP SPAY TWJSSES OF ERECTION OF TRUSSES SEE NIB-91 FOM REccmwrDAT7OIS ZF Si C J _. Ir E11TICAL LOADING AND CONFIGURATI0, _ -CONFIGURATION AND LOADING SPECIFIED BV FABRICATOR ADDITIONAL PLATING FOP HANOLI116 TRUSSES IS PIESPOI451BILITY OF FABRICATOR. -THIS TRU55 IS DESIGNED OtILY FOR THE LOADS SHOWN. PROVISION FOR THE PREVENTION OF PONDING MUST BE MADE ANO IS NOT THE RESPONSIBILITY OF THE TRUSS FABRICATOR OR CLARY. -FALSE BOTT014 CHORD IIFGPMATIOII FALSE 80T 21-0-0 Ott LEFT. VERTICAL SPACING-4-0-0. USE MINIMUM OF 2x4 PLATE FOP FASTENING FALSE BOT CHORD VERTICALS. USE 3x4 MIN. FOR SCARF 014 FALSE BOT CHORD. TRUSS BOTTOM CHORD ABOVE FALSE BOTTOM CHORD MUST BE BRACED WITH 1x4 COJT. LATERAL BRACING AT 24"0.C. MAX SPACING. 3-6-0 RUN 5-5-6 5-0-10 5-11-7 6-1-3 5-ii-7 5-0-0 RUN 130 1-5-14 02 02 02 02 /2 1-5-14 74 74 PLF Max Height 5-7-3 32-,-0 921 12 Q 6 3160 12 4 350► 617,1 711 6530 6 v S>I � 6 378,1 4 f + 9,X, z 3x4 174,1 2t3 to s'T6 1911 + m + 950 166# 2110 3711- 470 1011 1380 M 2582,1 I: O 20090 13.5151) o1- 7x6 3x5 5x0 a 3.43 3x6 3x5 12 20 35 20 PLF 3-6-0 10-5-0 5-11-7 6-1-3 5-11-7 5-0-0 32- -0 2201 1-4-0 1-4-0 37-0-0 Forces(L-P) BUILDING TYPE: Enclosed Residential CODE: Standard Building Code (SBCCI 1991) WIND SPEED: 110 mph MEAN ROOF HEIGHT: 13' TRUSS LOCATION: (Se) area UPLIFT CONNECTION REQUIRED: 94-3 0 AT EACH SUPPORT. NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW SEE NOTES 10 AND 11 ABOVE FOR BRACING REQUIREMENTS. No trusses: 1 Special Loading: Refer to Loading Diagram Maximum deflection occurred at bottom joint Y4. FASTEN TOGETHER WITH: 2 Members Required H: Maximum Live Load Deflection of .558" (9/16), Index-.452. (L/795) TOP 10d NAILS 12'0.C. Maximum Total Load Deflection of .874" (14/16), Index-.472, (L/508) BOT 10d NAILS 12'O.C. RECOMMENDED CAMBER: .47" WEB 1Dd NAILS 12'O.C. c7 3 ria CW".-��FASTEN AT OR NEAR ALL PANEL POINTS. Jo0 NOT NAIL OR BOLT THROUGH TRUSS PLATES. C„V'f CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 37'0' HG-5 T-1 OWG. # ALPINE ENGINEERED PRODUCTS Int2X4 42 D5 SP ENG. FOR: TRUE TRUSS INC - SDS Jj415 1001 S. GSW PKWY. V 2000 2-0-0 LL TC 30 �5p GRAND PRAIRIE. Tx 75051 7.0 OL TC T Bc LUMBER PROJECT: CENTEX 3708 A+B DATE: 25 Feb 1993 1214) 660-3940 PTE_AREA: INC. FOA STN_ LL BC 0 WEBS 2X4 Y2 N SP _ CALAYOUT IO: 608 33.33 OL BC 10 2X4 #3 SP ADDRESS: SCALE:V :MEMBER TRUSS PLATE INSTITUTE TOTAL 47 EXCEPT AS MAY BE NOTED 1/8 t) (,UMBER SHALL BE OF THE SPECIFIED MINIMAL GRADES. 5) CCIVIECTOP PLATES SMALL BE 111STALLED SIMETRICALLI O1 10) ALL TEIISIOII CHORD MEMBERS ASS'JHEO TO BE CONTINUO'JSLI 13) -0- INDICATES LATERAL BPACIPG MEMBER (t,,4 M111. �ECIES, AHD-193 WAX IM"'" NOTST•JRE CONTENT, OR SUCH THAT THE JOINT BRACED By EITHER 3/6" NNIN1 PLIMOOD SHEATMIIG. 1/2• 141 INSTALLATIGIS ANG EPECTI 41 OF THE TP'JSS. PERNAIEHI. AND IS OF MIOMEP ALLOWABLE STRESS VALUES. ALL IALUES USED 6, IGP CMCAG SPLICES ARE NOT RECOw4EH0ED TO GCCJR IMIHI DP'IWALL OR BRACING MEMBERS SPACED 1G' 0 C. (MAx:. TENPGRAPI BRACING SNOJLD BE(WINE IN ACCTAOANNCE NITM FOR DESIGN ARE BASED 014 TME LATEST EOITI O4 GF THE NA- DIRECTLY ABOVE A BOTTGM CHORD SPLICE. UNLESS NOTED DTMEPWISE. CURRENT TPI BRACING AD EPECTIGN PJBLICATIGIIS. 71O1AL OESIGN STANDARDS PJBLISMEO BF THE NATIONAL 7, V-2000 APPROVAL M.,N6ERS. JBC 2342. FMA TCB 2014. SBCC 11) ALL CGMPPESSIC44 CHGRO MEMBERS ASSURED TO BE CONTIMJDUS1.45i THIS OESIGH CONFORMS TO CURRENT TPI DESIGN spECIfIG- FOREST PRODUCTS ASSOCIATION. 7251. BOCA FILE 86-125 BRACED III EITHER 3/8' 'MIN.) PLIMIGCA SHEATHING, 1/2' 7IC44S FFA METAL PLATE CGaECTED HOOD TQL'SSES AND 21 THIS DESIGII IS BASED ON CLARY CONNECTOR PLATES ONLY. e) THIS TRUSS HAS BEEN DESIGNED FDA THE LOADING SHOWN ININ.) DR(MALL OR BRACING MEMBERS SPACED AT /6' O.C. DUALII/STANDARDS FGA TRUSSES. 3) COISECTOP PLATES SIZES ARE BASED ON AXIAL FORCES ONLY. all THIS DRAWING. IFISTALLATIGN AND USE SHALL COFORMI ;MAO. UNLESS NOTED OTHERWISE. 16) NO MEMBER OF TRUSS MAI BE CUT OR MODIFIED IN ANI MAI. 4) Ccw&ECTCA PLATE SIZES ARE CALLED O'JT WIDTH (ACROSS SLOTS) WITH THIS DESIGN 12i ® INDICATES BEARIIIG LOCATIGND I. 17) SPECIAL HALING CARE SHOULD BE TAKEN DNFINB AND SHIPPING A a'LENGTM (ALONGSLvT S) AD THE ORIENTATION OF THE 9; THIS DESIGN IS APPLICABLE TO SMDPTEP SPAN TPJSSES OF EPECTICN OF TRUSSES SEE M18-91 FOP RECOMMENDATIONS SIZE C J 7LENGTH, IDE11TICALC G' -CONFIGURATION AtJD LOADING SPECIFIED Be FABRICATOR -ADDITIONAL PLATING FOR HA14CCIlIG TRUSSES IS PESPOIISIBILIT( OF FABRICATOR. -THIS TRUSS IS DESIGNED OIILY FOR THE LOADS SHOWN. PROVISION FOP THE PREVENTION OF PGt1DING MUST BE MADE AND IS t10T THE RESPONSIBILITY' OF THE TRUSS F48PICATOR OR CLARY. -FALSE BOTT014 CHORD 114FORMATlOt4 FALSE BOT 21-0-0 ON LEFT. VERTICAL SPACING-4-0-0. USE MIIII14UTA OF 2xA PLATE FOR FASTEIIING FALSE BOT CHORD VEPTICALS. USE 3x4 MIN. FOR SCARF 011 FALSE BOT CHORD. *(PUSS BOTTOM CHORD ABOVE FALSE BOTTOM CHORD MUST BE BRACED WITH 1x4 CONT. LATERAL BPACIUG AT 24~O.C. MAN SPACING. 1-6-0 3-4-8 RUN 5-5-6 5-0-10 4-5-2 4-6-14 4-6-14 4-5-2 3-7-8 RUN 74 PLF 1-5-14 1-5-14 Max Height 5-7-3 12 d 6 12 2429 d 6 1,219# 333# 338# 333/ 289/ 12 + 4 1, + 4 In 378# 2480 6 MI 8x70 Tu 5{B 37Z \ + 3x1 3x4 123# 2fi3 zJz 191# \ + 3 n * 1, 59# 900 919 90# 113# 660 1if lof* flat m * 171st 1 LIQ17120 13.5)67 6x7 3x4 I 3x5 3x8 1 13.5149% f 30 12 20 PLF 1-6-0 io-6-0 4-5-2 4-5-14 4-6-14 4-5-2 7-0-0 02 02 02 02 02 02 1-4-0 1-4-0 37-0-0 Forces(L-P) D BUILDING TYPE: Enctosed Residential CODE: Standard Building Code (SBCCI 1991) WIND SPEED: 110 mph MEAN ROOF HEIGHT: 131 TRUSS LOCATION: (Se) area UPLIFT CONNECTION REQUIRED: '79;2 0 AT EACH SUPPORT. NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW SEE NOTES 10 AND 11 ABOVE FOR BRACING REQUIREMENTS. No trusses: 1 Maximum deflection occurred at bottom joint 04. Maximum Live Load Deflection of .537' (9/15), Index-.436, (L/827) Maximum Total Load Deflection of .842' (13/16), Index-.455, (L/527) RECOMMENDED CAMBER: .46' >?t_0 CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 37*0M H-7 T-2 DWG. r ALPINE ENGINEERED PRODUCTS Inc V2000 2-0-0 LL TC30 2X4 #2 N SP ENG. FOR: TRUE TRUSS INC - SDS 151t{/5 1801 S. GSW PKWY. BC LUMBER PROJECT: CENTEX 3708 A+B DATE: 25 Feb 1993 GRANO PRAIRIE. Tx 75051 7 0 OL TC 7 2X4 02 Os SP 1214) 660-3940 A AREA: N L WEBS (�LL BC 0 LAYOUT ID: Z OF 70 �y(� _ FJ 990 ' DL BC 10 2X4 03 SP ADDRESS: SCALE ,MEMBER TRUSS PLATE INSTITUTE 33.33 TOTAL 47 EXCEPT AS MAY BE NOTED 1/8 I) LUIhEA SHALL W OF THE SPECIFIED 14I111MUM GRADES. 5! COtRECTOP PLATES SHALL BE 111St•LLEO SYNIETPICALLI ON t0! ALL TENSION CHORD MEMBERS ASS'JMEO TO BE CONTNUO'JSLI 131 / VIDICAIES LATERAL -PACING MEMBER fIXA Mln.! SPECIES, MO 19%MAXIM-04 MOISTURE CONTENT. OR SUCH THAT THE J011NT BRACED BY EITHER 3/8' IMIIH) PLIW=SHEATHIIIO. 112' tA/ INSTALLATIWN AND EFEClIC44 OF THE T RISS, ROANC WITH EMG IS OF HIGHER ALHE SIRE55 S. ALL /ALUES USED BH TGP CHORD SPLICES APE MOT RECOMMENDED TD GCCJp IMI•/j ppYWALL OR BRACING MEMBERS SPACED 10' O.c. IMAX(. TENPCPAPv BRACING SHOULD 8E DONE IM ACCC+HOAfHCE Mlin FOP DESIGN ARE BASED ON THE LATEST EDITION OF THE IIA- DIRECTLY ABO'JE A BOTTOM CHORD SPLICE. UNLESS NOTED OTHERWISE. CURPEIIT TPI BRACING AID ERECTION PJBLICATIWS. TIONS DESIGN STANDARDS PUBLISHED BY THE NATIONAL 71 V-2000 APPROVAL NUMBERS: UBC 2342. FNA TCB 2014. SBCC 11) ALL CGMPPESSIWI CHORD W14SERS ASSUMED TO BE CW4TI?VJOJSLfl51 THIS ofsio1 CONFORMS 73 CJRPENT TPI DESIGN SPECIFICA- FOREST PRODUCTS ASSOCIATION 7251. BOCA FILE 96-125 BRACED BY EITHER 3/8' IMIH.) PLYWOOD SHEATHING. 1/2' TIWIS FOP METAL PLATE CWRECTED WOOD TPV55E5 MG 2) THIS DESIO4 IS BASED ON CLARY CO+EC7DR PLATES ONLY B) THIS TPJSS HAS BEEN GESIGHEO FCA THE LGAOIHG SHOMI (WHIC) DRYWALL OR BRACING MEMBERS SPACED AT 16' 0.C. QUALITY STANDARDS FOR TRUSSES. 3) CONNECTOR PLATES SIZES ARE BASED ON AXIAL FORCES ONLY. OI THIS DRAMIIIG. ItISTALLATIWI MID USE SHALL CUFORR IMAX1, UNLESS NOTED OTHERWISE. 16) f1O MEI4KA OF THE TRUSS MAY BE CUT 04 MODIFIED IN ANY MAY. 4! CONECTGR HATE SIZES ARE CALLED OJT WIDTH iACPOSS SLOTS) WITH THIS DESICIN /2) ® INDICATES BEARIID LOCATIC41 171 SPECIAL HANDLING CARE SHOULD BE TAKEN DHAINa SHIPPING Apo BYLENGTH (ALONG SLOTS; AND THE ORIENTATION OF THE S! THIS OESIWI IS APPLICABLE TO SHOPTER SPAN IWJSSES OF EPEC1I44 OF TRJSSES SEE HIB-91 FOR RECOMMENDATIONS CALL OIJI IS THE DIFECTIC44 OF Thf,PLATEC f C G' -COIF IGt1RATIGIN MING LOADING SPECIFIED Be FABRICATOR -ADUIIIONAL PLATING FOP HAtGLIIJG TRUSSES IS RESPDI4SIBILITT( OF FABRICATOR. -THIS TRUSS IS DESIGNEG GNLI FOR THE LOADS SHOWN. PROVISION FOR THE PREVENTION OF PGIID IIIG MUST BE MADE AND IS NOT THE PESPONSIBILITR OF THE TRUSS FABRICATOR OR CLARY. -FALSE BOTT014 CHORD INFORMATION FALSE SOT 21-0-0 ON LEFT. VERTICAL SPACING-4-0-0. USE 141NIK)lA OF 2X4 PLATE FOP FASTENING FALSE BOT CHORD VERTICALS. USE 3X4 14I1J. FOR SCARF ON FALSE BOT CHORD. A TRUSS BOTTOM CHORD ABOVE FAL,!f SGTTOM CHORD MUST BE SPACED WITH 1X4 COJ7. LATERAL BRACING AT O.C. MAX SPACIIJG. 3-4-8 2-10-0 2-10-0 RUN 3-7-8 4-0-0 5-8-0 5-8-0 4-4-8 4-7-8 RUN •2 P2 02 02 •2 12 02 74 PLF f-5-f4 f-5-ft Max Height 5-10-3 12 Q 6 253/ 315f 419f 315. 267* + + + ♦ + �, 273* 12 5. 3x4 3x4 3x4 + ` 322* j 6 2401 � •�� \ t6Of t1 �.AA �'\ �� {'i 1230 971 113* 113f 1450 860 f I _ � , 661 100/1r r n r1 R 1712• vI5x6 17110 (3.5167 796 3x4 0 13.5167% 5xe a 3 3x7 3X8 12 20 PLF 7-0-0 4-0-0 5-8-0 5-8-0 5-8-0 9-0-0 1-4-0 1-4-0 37-0-0 Forces(L--P) !y BUILDING TYPE: Enclosed Residential CODE: Standard Building Code (SBCCI 1991) WIND SPEED: 110 q* MEAN ROOF HEIGHT: 131 TRUSS LOCATION: (Se) area UPLIFT CONNECTION REQUIRED: 9eO 0 AT EACH SUPPORT. NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW SEE NOTES 10 AND 11 ABOVE FOR BRACING REQUIREMENTS. No trusses: i Maximum deflection occurred at bottom joint Y4. Maximum Live Load Deflection of .334" (5/16), Index-.271, (L/1329) Maximum Total Load Deflection of .524" (8/16), Index-.283, (L/847) PC S-I-q3 HA CWIPOD) CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 37'0' H-9 T-3 DWG. • ALPINE ENGINEERED PRODUCTS Inc V2000 2-0-0 LL TC 30 2X4 Y2 Os SP ENG. FOR: TRUE TRUSS INC - SDS 1801 S. GSW PKWY. BC LUMBER PROJECT: CENTEX 3708 A+B DATE: 25 Feb 1993 GRAND PRAIRIE, TX 75051 7'0 2X4 Y2 N SP 3 OF ZO / (214) 660-3940PEAT —A�IEA: _ SNC. �� S DL TC 7 L LL BC 0 WEBS LAYOUT ID: 1� 718 ' DL BC 10 2X4 *3 SP ADDRESS: -- 33.33 SCALE: / (MEMBER TRUSS PLATE INSTITUTE TOTAL 47 EXCEPT AS MAY BE NOTED 1/8 ti' llt./ • I? LUNBEq SHALL BE OF THE SPECIFIED MIIt I1rJM GRADES, 5! CGIIIECTOP PLATES SHALL BE (INSTALLED SIM.ETPICNILLI ON 10; ALL TEIISIOII CHORD MEMBERS ASSUMED TO BE CONTINUOUSLI 13- / 11101CATES LATERAL SPACItIG MEMBER (1x4 MIN.) SPECIES, A0.19x MAAI VJM NO,SNORE Cal'TENT. OR S'.YJH THAT THE JOINT SPACED By EITHER 3/8" twill? PLIWGOD SHEATH7143. 1/2" 141 111STALLATIO1+NO ERECTION OF THE TRUSS. PERMANENT, MG IS OF HluNEP L OWABLE STRESS'/ALOES. ALL +ALOES USED B; TOP C.CAG SPLICES ARE HOT PECCMEHDED TO GCC'JP HMI n; OFAVIALL DP 1#H AC IND MEMBERS SPACED 10' P.c. (MAx;. TEMPO�PAPI BRACING SMOAJLO BE 001E IN AccCAOHICE WIT. FOR OESIO+APE BASED Ott THE LATEST EDITION OF TIE HA- DIPECTL'I ABOVE A BOTTOM CHORD SPLICE. UNLESS NOTED OTHERWISE. CURRENT TPI SPACING MIG ERECTION PUBLICATIONS. TIOUL DESIGN STANDAPOS PJBLISHEO 01 THE NATIONAL 71 Y-2000 APPROVAL UL)MBERS: UBC 2342. FMA TCB 2014. SBCC Ilii ALL COMPRESSION CW-440 ME14BERS ASS TO CONT INrJaJSL/151 in[S Df51Ot CAL PIAS TO CURRENT TP[DESIGN SpECIFICA- FOREST PRODUCTS ASSOCIATION. 7261. SOCA FILE 86-125 BPACEO BN EITHER 3/e' IML+.) PLIWGOD SHEATHING. 1/2• TIONS FCA METAL PLATE CORECTEO WOOD TAL_%S AND 2) THIS OESION 15 BASED ON CLAP' COxECTM RATES GI&V 0) THIS Tq'JSS HAS BEEII DESIONEO FOR THE LGADIIIG SHOW IN IN.N OR'NWALL OR SRAD LIG MEMBERS SPACED AT 16" D.C. OUALITN STAIOAPDS FCA TRUSSES. 3! CONHECTgR PLATES SI IES ARE BASEL ON AitIAL FORCES DLV. ON THIS MAW II G. IIISTALL ATI GI AO USE SHALL CONFORM NNAA?, UNLESS NOTED OTHERWISE. 16) 1q MENDER OF THE TRUSS MAV 8E CUT OR MODIFIED IN NEI MAI. 4) CONNECTOR PLATE SIZES APE CALLED OUT W[OTH IACRDSS SLOTSi MI TM THIS DES1314 12i ® INDICATES SEARING LOCATION. l7) SPECIAL HADLINO CARE SHM&D BE TAKEN CAA41tG SMIPP[rG Apo eI LENGTn IALOG SL-OTS; MO THE ORIENTATION Of THE 9) THIS DESIGN I5 APPLICABLE TO SHORTER SPAN THESES OF ERECTION OF TRUSSES. SEE MIB-91 FOP RECOMNEtOATIONS Si, JT W X C G' 'ALL -COIIFIGURATION AND LOAGIIIG SPECIFIED BV FABRICATOR -ADDITIONAL PLATING FOR HAIJDLING TRUSSES IS RESPONSIBILITY OF FABRICATOR. ' -THIS TRUSS IS DESIGNED ONLY FOR THE LOADS SHOWN. PROVISION FOR THE PREVENTION OF PONDING MUST BE 14ADE AND IS NOT THE RESPONSIBILITI OF THE TRUSS FABRICATOR OR CLARY. -FALSE BOTTOM CHORD INFORMATION FALSE BOT 21-0-0 ON LEFT. VERTICAL SPACING-4-0-0. USE NIN114UM OF 2x4 PLATE FOR FASTENING FALSE 801 CHORD VERTICALS. USE 3A4 NIU. FOP SCARF ON FALSE BOT CHORD. 14 'f PUSS BOTTOM CHORD ABOVE FALSE BOTTOM CHORD MUST BE BRACED WITH 1x4 C0117. LATERAL BRACIIIG AT UW`O.C. MAX SPACING. RUN 3-7-8 3-4-8 6-0-0 4-3-7 4-5-3 4-3-7 5-4-8 5-7-B RUN 1-5-14 1-5-14 74 PLF Max Height 6-10-3 12 Q 6 38111 322# 322/ 357/ a M + a 5�5 1 3x4 �J 347#a 396# !Z 2481 \ 6 'N 2+,j \ 197# m +A '�\\ 1230 0 2fi,� �� 1030 107# B7# 151# 106# 66# 108/ 4p �\ , 1712# [m o 1711# (3.51 67 I f I o 1 3 5167% 5x6 7x5 3x4 3x7 5x8 -0 3 axe 12 2G PLF 7-0-0 4-0-0 6-3-7 4-5-3 4-3-7 11-0-0 1-4-0 1-4-0 Force!(L-R) 37-0-0 BUILDING TYPE: Enclosed Residential CODE: Standard Building Code (SBCCI 1991) WIND SPEED: 110 mph MEAN ROOF HEIGHT: 131 TRUSS LOCATION: (Se) area UPLIFT CONNECTION REQUIRED: �D ! AT EACH SUPPORT. NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW SEE NOTES 10 AND 11 ABOVE FOR BRACING REQUIREMENTS. No trusses: 1 Maximum deflection occurred at bottom joint 114. Maximum Live Load Deflection of .288" (5/16). Index-.234, (L/1542) Maximum Total Load Deflection of .452' (7/16). Index-.244, (L/902) Ffr, CLO(t-31D CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 37'0' H-11 T-4 DWG. IF ALPINE ENGINEERED PRODUCTS Inc V�2000 2-0-0 LL TC 30 2X4 /2 N SP ENG. FOR: TRUE TRUSS INC - SDS 15+15 1801 S. GSW PKWY. BC LUMBER PROJECT: CENTEX 3708 A+B DATE: 25 Feb 1993 GRAND PRAIRIE. Tx 75051 7.0 OL TC 7 2X4 1Y2 N SP 40FZ1� (214) 660-3940 LA A N LAYOUT I0: lJ L LL BC 0 WEBS 564 ' DL BC 10 2X4 i3 SP ADDRESS: 33.33 SCALE: II�IIA-U .MEMBER TRUSS PLATE INSTITUTE i TOTAL 47 EXCEPT AS MAY BE NOTED 1/6 I 111 • I! lU4BER SHALL-BE OF THE SPECIFIED MI111W.W GRADES. 51 CUIIIIECTOR PLATES SHALL BE 111STALLED SIME1AICALLI ON 101 ALL TENISIOI CHORD ME14UPS ASSUMED TO BE COINTI1Ax1'JSLI 13! IOICAIES LATERAL BRACING 6EMBER 11x4 011.? SPECIES, "O 19%MAxINJN MOISTURE CONTENT. OR SUCH THAT THE JOINT BRACED B+EITHER 3/8" iMINi PLN100D SHEATHING, 1/2' 141 111STALLATIGN AND ERECTION OF THE TRUSS. PERMA/E11T. AND IS OF HIGHER ALLOWABLE STRESS'HALVES. ALL VALUES USED 61 TOP CHORD SPLICES ARE NOT RECOMMENDED TO GCC•JP THIN! DRIWALL OR BRACING 04EAMPS SPACED 90' o.c. IMAx;. TEMPCPAPI SPAC1145 SHGAD BE DOE IN ACCOPGMN i WITH FOR DESIGN APE BASED ON THE LATEST EDITION OF YHE NA- OIPECTL'N ABOVE A BOTTOM CHORD SPLICE. UNLESS NOTED OTHERWISE. CUFIPE14T TPI BRACING AND ERECTIC44 PJBLICATIONS. TIONAL DESIGN STANDARDS PJBLISHED eV THE NATIONAL 7, V-2000 APPROVAL N.JMBERS: UBC 2342, FHA TCB 2014. SACC 111 ALL COMPPESSIO4 CHORD MEMBERS ASSUMED TO BE CONTIN'JUJSLI151 THIS DESIGN CpfOfMS TO CURRENT TPI OESISN SKCIFICA- FOREST PAOCUCIS ASSOCIATION 7251, BOCA FILE 06-125 BRACED B"f EITHER 3/0' ;MIH.! PLYWODO SHEATHING. 1/2' TIONS FOR METAL PLATE CONNECTED WODO TpUSSES AND2) THIS OESIGN IS BASED ON CLARI COWECTOR PLATES ONLY, 61 THIS TwJSS HAS BEEN DESIGNED FCA THE LGAOING SHOWN TWIRL) DAIMALL OR BRACING MEMBERS SPACED AT 16' O.C. DUALITI SIANOAAOS FOR TRUSSES. 31 CO1xECT'A PLATES SIZES ARE BASED(ITS AXIAL FORCES ONLY. OI THIS DRAWING. INSTALLATION AND USE SHALL CONFORM MAX). UNLESS NOTED OTHERWISE. 161 NO MEMBER OF THE T/YJSS MAN BE CUT OR MODIFIED IN ANI WAR. 41 CONNECTOR PLATE SIZES ARE CALLED UJT WIDTH (ACROSS SLOTS) WITH THIS DESIGN 12) ® INDICATES BEARING LDCATIC41 171 SPECIAL HANDLING CAPE SHOULD BE TAKEN OURING SHIPPING M BV LENGTH (ALONG SLOTS] AND THE ORIENTATION OF THE 91 THIS DESIGN IS APPLICABLE TO SHORTER SPAN TPJSSES OF ERECTION OF TRUSSES SEE HI8-91 FOR RECOMMENDATIONS C7CTION OF THE PLATE LENGTH- C NDC N G' -CtAiF IfiURATI0T4 AND LOADING SPECIFIED BY FABRICATOR -ADOITI014AL PLAT114G FOR HAIIOLUNG TRUSSES IS RESPONSIBELIT( OF FABRICATOR. -THIS TRUSS IS OESIGNIED ONLY FOP THE LOADS SHOW4. PROVISION FOR THE PREVENTION OF POINDING MUST BE MADE AND IS NOT THE RESPONSIBIL1Tf OF THE TRUSS FABRICATOR OR OAR/. -FALSE BOTTOM CHORD INFORMATION FALSE BOT 21-0-0 ON LEFT. VERTICAL SPACING-4-0-0. USE MINIMUM OF 2x4 PLATE FOR FASTENING FALSE BOT CHORD VERTICALS. USE 3x4 MIN. FOR SCARF ON FALSE BOT CHORD. TRUSS BOTTOM CHORD ABOVE FALSE 0.BOTTC44 CHORD MUST BE BRACED WITH 1x4 COAT. LATERAL BRACING AT 24 D.C. MAX SPACING. RUN 3-7-8 3-1-84-0-0 4-0-0 4-6-0 4-6-0 6-4-8 6-7-8 RUN 1-5-14 02 12 /2 02 02 12 02 1-5-14 74 PLF Max Height 7-10-3 12 Q 6 315/ 3330 4021 a 3x4 2961 470( 2731 12 51, \�. 2481 6 D \. 3} ZI 2341 123 0 N to \ N 0 3+A BO♦ 130/ 154f 1270 631 1 2}3 661 1081 n . ]7131 1710+ 13.5167 1 7x5 3x8 5x5 1 3x7 5xe c 3 3x8 12 20 PLF 7-0-0 4-0-0 4-0-0 9-0-0 6-4-8 6-7-8 1-4-0 1-4-0 Forces IL-A) 37-0-0 BUILDING TYPE: Enclosed Residential CODE: Standard Building Code (SBCCI 1991) WIND SPEED: 110 mph MEAN ROOF HEIGHT: 13' TRUSS LOCATION: (Se) area UPLIFT CONNECTION REQUIRED: 790 # AT EACH SUPPORT. NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW SEE NOTES 10 AND 11 ABOVE FOR BRACING REQUIREMENTS. No trusses: i Maximum deflection occurred at bottom )oint 04. Maximum Live Load Deflection of .263" (4/16). Index-.213, (L/1688) Maximum Total Load Deflection of .411' (7/16), Index-.222. (L/1080) CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 37*0� H-13 T-5 DWG.//1�i ALPINE ENGINEERED PRODUCTS Inc V2000 2-0-0 LL TC 30 2X4 Y2 DS SP ENG. FOR: TRUE TRUSS INC - SOS SMT'' > fe01 S. GSW PKWY. BC LUMBER PROJECT: CENTEX 3708 A+B DATE: 25 Feb 1993 GRAND PRAIRIE. TX 75051 7.0 OL TC 7 2X4 /2 N SP 5 of ZA (214) 660-3940 PLATE AREA: X INC. FDA ST L I1. BC 0 WEBS LAYOUT TO: 702 DL BC 10 2X4 13 SP ADDRESS: SCALE: (MEMBER TRUSS PLATE INSTITUTE 33.33 TOTAL 47 1/8 �1 EXCEPT AS MAY BE NOTED � 1 •11 LUMBER SHALL AE OF THE SPECIFIED M111I10JM GRADES. 51 COINECIOP PLATES SPALL BE IIISTALLED SIIHI4ETRICALLI 011 20) ALL TEIISION CHORD MEMBERS ASSUMED TO BE COIIIIIKVJSLr 13! 0- 111DICATES LATERAL BRACING ME16ER AN(IX4 WIN i SPECIES, ND 192 MAXIMJM MOISTURE CONTENT. OR SJCH THAT THE JOINT BRACED By EITHER 3/6' (MITI! PLIUOOO SHEATHItNO. 1/2' 14 IIISTALLATION AD ERECTION OF THE 11""55, pETMEIIT. ND IS GF nIGr EO ALLOWABLE STRESS'IALUES. ALL 4ALUES USED B; TOP CnCPG SPLICES ARE NOT RECOMI4:NNG TO OCCJP (MINI OP'IMALL OR BRACING MEMBEPS SPACED 10' O.C. (NAY!. TEHFONARI SPACIIM SmOULG BE DOPE IN ACCORDANCE WITH FOR DESI ON ARE BASED ON THE LATEST EDITION OF THE INA- DIRECTLI A410'4 A BOTTOM CHORD SPLICE. 'UNLESS NOTED OTHERWISE. CURRENT TPI SPACING AND EIECTIO4 P-JOLICATIGOS. TIONAL DESIGN STADARDS PJBLISIED BY THE NATIONAL 7i V-2000 APPROVMP AL IXJMBEPS: UBC 2342. FHA TCS 2014. SBCC It) ALL CORESSION 010010 MEMBERS ASSUMED TO BE CO4TIMJOUSI_n51 THIS DESIGN CONFORMS TO CURRENT TPI OESI:N SPECIFICA- FOREST PROIUCTS ASSOCIATION- 7251. BOCA FILE 06-125 SRACED BY E17HEA 3/8' (MIN.) PLYWDOO SHEATHING. 1/2' TIGNS FOR METAL PLATE C(O4ECTED MOLD TRUSSES AD 2) THIS OESIO! I5 BASED ON CLARI COMECTOI PLATES OLV, BI THIS TRUSS HAS BEEN DESIGIED FOR THE LOADIID SHOWN (WIN.) ORIMALL OR BRACING MEMBERS SPACED AT 16' O.C. OUALITf STANDARDS FOR TRUSSES. 37 CO►ECTOP PLATES SIZES ARE BASED ON AXIAL FORCES ONLY. OI THIS ONAMIIB. IIISTALLATIGII AD USE SHALL COFOtM (MAX). UNLESS NOTED OTHERWISE. 16) 140 NEIABER OF THE TRUSS MAI BE CUT 00 MODIFIED IN ANY MAV. 4) COYECTOP PLATE SIZES APE CALLED OUT WIDTH (ACROSS SLOTS) WITH THIS DESIGN 121 ® 1tOOOI ICA7ES BEAPINO LOCATION. t7) SPECIAL HALI110 CAPE SHLO BE TAKEN OIOIND SNIPPING Apo BY LENGTH (ALOIG SLOTS) AND THE OPIENTATION OF THE 91 THIS DESIGN IS APPLICABLE TO SHORTER SPAN TRUSSES OF ERECTION OF TPUSSES SEE II8-91 FOR RECOMEtOAT1OIS CTIC41 OF THE PLATE LENGTH. C G'. -CONFIGURATION ANG LOADING SPECIFIED of FABRICATOR -ADDITIONAL PLATING FOR HAIIDLING TRUSSES IS RESPONSIBILITY OF FABRICATOR. -THIS TRUSS 15 OESIGIIEG ONLY FOR THE LOADS 5HOW4. PROVISION FOR THE PREVENTION OF POIIDING MUST BE MADE Alto IS 1107 THE RESPOISIBILI7l OF THE TRUSS FABRICATOR OR CLAP(. -FALSE BOTTOM CHORD INFORMATION FALSE BOT 21-0-0 ON LEFT. VERTICAL SPACING-4-0-0. USE 14I14I14UI4 OF 2X4 PLATE FOR FASTENIING FALSE BOT CHORD VERTICALS. USE 3X4 14111. FOR SCARF 011 FALSE BOT CHORD. TRUSS BOTTOM CHGPD ABOVE FALSE BOTTOM CHORD MUST BE BRACED MITH 1x4 3-4-e COAT. LATERAL BPACINIG AT 24^O.C. MAX SPACING. RUN 3-7-e A-0-0 6-0-0 5-0-0 5-0-3 4-6-I1 5-3-3 RUN J-5-IA 1-5-14 Max Height 6-10-3 74 PLF 12 Q 6 4070 3710 515 sty 370, 360" 273" 359, 6 2 3+A }4 2481in . �v 1231 1 660 too# 001 S10f 1241 148/ 72/ 17110 17 13 51166 7 I m o 13.5167% .1 m �T4 1 5xe a 3x5 5x6 3x4 3x7 11 axe 12 20 PLF 7-0-0 4-0-0 6-0-0 5-0-0 7-4-e 7-7-6 F f-A-O 1-4-0 orces(L-R) 37-0-0 BUILDING TYPE: Enclosed Residential CODE: Standard Building Code (SBCCI 1991) WIND SPEED: 110 fiph MEAN ROOF HEIGHT: 131 TRUSS LOCATION: (Se) area UPLIFT CONNECTION REQUIRED: '7ei) ig AT EACH SUPPORT. NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW SEE NOTES 10 AND 11 ABOVE FOR BRACING REQUIREMENTS. No trusses: i Maximum deflection occurred at bottom joint 04. Maximum Live Load Deflection of .265' (4/16), Index-.215, (L/1675) Maximum Total Load Deflection of .415' (7/16), Index-.224, (L/1070) I CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 37'0' H-15 T-6 OW ALPINE ENGINEERED PRODUCTS Inc V2000 2-0-0 LL TC 30 2X4 "2 N SP ENG. FOR: TRUE TRUSS INC - SOS 154-15 1601 S. GSW PKWY. SC LUMBERPROJECT: CENTER 3708 A+8 DATE: 25 Feb 1993 GRAND PRAIRIE, T% 75051 7.0 DL TC 7 2X4 #2 N SP LAYOUT ID: 6 OF (214) 660-3940 LATE GREW TNC FOR STS LL BC 0 WEBS 678 DL BC 10 2x4 63 SP ADDRESS: 33.33 SCALE:: ,MEMBER TRUSS PLATE INSTITUTE TOTAL 47 EXCEPT AS MAY BE NOTED 1/8 r..{!. 1! LVMBEP SHALL PE OF THE SPECIFIED MIINIM•JM GRADES, 51 COINECTM PLATES SHALL BE INSTALLED SI1414ETRI:ALLO ON fO) ALL TENSION CHORD MEMBERS ASS'-MED TO BE ODNTIHAG'JSLI 131 � INDICATES LATERAL BPAL71+0 MEMBER IIx4 NIH.; SPECIES, AND 192 MAYIwJM MDISTUPE CONTENT. OR SUCH THAT THE JOINT SPACED By EITHER 3/0` MINI PLINOGD SHEATHIIW. //2' 141 INSTALLATIGJI AID EF.ECTIC41 rF THE TPJSS. PERMANENT. ND IS GF HIGHER ALLOWABLE STRESS /ALOES, ALL JALIIES USED 61 TOP CHCNO SPLICES APE NOT RECOMMENDED TO OCC'.M (MINI DPIWALL OR SPACING MENDERS SPACED IC' a C. IMAx1, TEMPGRAPI BRACING,S.UAO BE GONE IN ACCO CANOE IT. FOR DESIGN APE BASED OI THE LATEST EDITION OF THE NA- DIRECTLI ABOVE A BOTTOM CHORD SPLICE. OA.ESS NOTED OTHERWISE CUPREIIT TPI SPACING ND ERECTION PUBLICATIONS. 1I014AL DESIGN STANDARDS P'JSLISEO BV THE NATIONAL 71 V-2000 APPROVAL MJMSERS: VBC 2342. FHA TCB 2074. SBCC 11) ALL COMPRESSION C"0140 MEMBERS ASSUMED TO BE CONTITN'.OtAO5 CJ L115i THIS DESIGN C01FiTO PPEHT TPI OESI^+N SPECIFICA- FOREST FPOCIICTS ASSOC 7251. BOCA FILE 86-125 BRACED 13Y EITHER 3/0' +MIN.) PLYW000 SHEATHING. 1/2' TIOS FOR METAL RATE CONNECTED WOOD TAl.95E5 AND 2) THIS DESIGN IS BASED ON CLARx CONNECTOR PLATES ONLY BI THIS TWJSS HAS BEEN DESIGNED FOR THE LOADING SHOWN 441H.) ORNWALL OR BRACING MEMBERS SPACED AT 16' a.C. OIALIT/ STANDARDS FOP TRUSSES. 3) CONNECTOR PLATES SIZES ARE BASED ON AXIAL FORCES ONLY. ON THIS DRAWING. 114STALLATIOII AND USE SHALL CONFORM IMAX), UNLESS NOTED OTHERWISE. 161 NO 1EMSEP OF THE TPJSS MAI BE CUT OR MODIFIED IN ANN WAV. 4) COaECTCR PLATE SIZES ARE CALLED OUT WIDTH (ACROSS SLOTS) WITH THIS DESIGN 12) ® INDICATES BEARING LOCATION_ 171 SPECIAL HANDLING CARE SHOMD BE TAKEN DURING SHIPPING AFID B'I LENGTH (ALONG SLOTS, AND THE ORIENTATION OF THE 9; Tn IS DESIGN I5 APPLICABLE TO SNORTER SPAN TW.ISSES OF ERECTION OF TRUSSES SEE NIB-91 FOR RECOMMENDATIONS STYE CALL OUTC T C CIG ND CCRIFIG'JRATIO!4, -CGIFIGURATIGN AND LOADING SPECIFIED BY FABRICATOR -ADDITIOIIAL PLATING FOR HANDLING TRUSSES I5 PESPDNSISILIT'f OF FASPICATOP. -THIS TRUSS IS DESIGNED ONLY FOR THE LOADS SHOWN. PROVISION FOR THE PREVENTION OF PONDING MUST BE MADE AND IS NOT THE PESPONSISILITY GF THE TRUSS F48PICATOP OR CLARY. -FALSE BOTTOM CHORD INFORMATION FALSE BOT 21-0-0 Ott LEFT. VERTICAL SPACINNG-4-0-0. USE MINIMUI4 OF 2x4 PLATE FOR FASTENING FALSE BOT CHORD VERTICALS. USE 3x4 14111. FOP SCARF ON FALSE BOT CHORD. 3-4-8 4-1-12 TRUSS BOTTOM CHOPD ABOVE FALSE BOTT014 CHORD MUST BE BRACED WITH 1x4 RUN 3-7-8 7-10-4 1-0-0 5-8-3 5-4-11 5-11-3 RUN CONT. LATERAL BRACING AT 24O.C. MAX SPACING. 1-5-14 02 02 02 02 02 1-5-14 Max Height 9-0-3 74 PLF 12 '::16 LL 190(71 JlfJ SXS 4441 4100 i 3*A I 3 4150 4080 ky 12 2481 2090 m 6 A�� ( :�'� 7230 661 fOBf 120# 9CO41 168/ 821 510 . ?+3 \ 17121 \\ 17110 13.5167 13,5167% I� vI r 5xB 5xs c 3 x5 3x8 3x7 20 PLF 3x8 12 1-0-0 7-0-0 4-0-0 a-0-0 8-4-8 8-7-e f� ForuN1(L-P) 37-0-0 1-4-0 1-4-0 BUILDING TYPE: Enclosed Residential CODE: Standard Building Code (SBCCI 1991) WIND SPEED: 110 mph MEAN ROOF HEIGHT: 131 TRUSS LOCATION: (Se) area UPLIFT CONNECTION REQUIRED: /190 N AT EACH SUPPORT. NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW SEE NOTES 10 AND 11 ABOVE FOR BRACING REQUIREMENTS. No trusses: f Maximum deflection occurred at bottom joint /4. Maximum Live Load Deflection of .251' (4/15), Index-.204, (L/1769) Maximum Total Load Deflection of .394' (6/16), Index-.213, (L/1127) D' 2E u C1 2- J]Ck CW 1 Gr CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 37'0' H-17 T-7 DWG. 0 ALPINE ENGINEERED PRODUCTS Inc V__a000 2-0-0 LL TC 30 2X4 N2 OS SP ENG. FOR: TRUE TRUSS INC - SDS 1541 S 1801 S. GSW PKWY. GRANO PRAIRIE, Tx 75051 7.0 OL TC 7 BC LUMBER PROJECT: CENTEx 3708 A+8 DATE: 25 Feb 1993 (214) 660-3940 PLATE AREA: INC. FOR STL LL 8C 0 WEBS 2X4 02 N SP LAYOUT 10, 7 OF 7/1 740 33.33 OL 8C 10 2X4 03 SP ADDRESS: SCALH:L—/ MEMBER TRUSS PLATE INSTITUTE (TOTAL 47 EXCEPT AS MAY BE NOTED 1/8 UNEIER SMALL BE OF THE SPECIFIED MINIM#R WADES. S) COISAECTUN PLATES SHALL 8E PISTAktFO S.MMEIRICALL•at 10; ALL IENSIY1 0 DRO MEMSEPS AST..c SPECIE& AND PA NAfIMUM HJIST'TRE COHIEMI, OR VXM THAT THE JOR4T SPACED Of EITHER 3tS- iMINI PL.WJOO St IS OF HIuMEP ALLONABLE STRESS IALUES. ALL 1ALUES USED 6� TOP CHCRD SPLICES ARE HOT PECG144ENGED TO GCC" 7NINt DP"•NALL OP 6PAC144 NEMSEPS SPACED IO' a c FOR OESIUA APE BASED OH THE LATEST EDItIA"OF THE HA- GIPECtL+ASD"1£A BOTTOM CHORD SPLICE. UNLESS NOTED OTHERWISE. TIV01.CESIS14 STA10APDS PJ13LIWO Of THE MATIONIAL 71 V�2000 APPROVAL NIUERS: URC 2342, FHA ICS 2014 SSCC 10 ALL CC6IRSSIO44 CHORD MEMBERS ASSUMED TO SE CONTINNUOUSLn5/ I..,_ FOREST PRODUCTS ASSZICIATIOII 7251. SOCA FILE 66-125 SPACED By EITHER 3/4- Iwlw. PLIWAGO SHEAl"I"G. 1/2+ TIONS FO..._ I THIS DESIGN I5 BASED ON CLAPf COmMECTOR PLATES OKY. e) THIS TP'JSS HAS BEEN OESI61EO POP THE LOADDIS SHDMt 1MI14.) ORPWALL OR SPACIUG MEMBERS SPACED AT 16' O.C. OUALITV STAHOAPU> . J! COt4ECTOR PLATES SIZES ARE BASSO ON AXIAL FORCES ONLV. DN THIS OPANDS. IHSTALLATIOR ASO USE SHALL COtFCAM IMAX). UNLESS NOTED OTHERWISE. T6I $to MEUSEP OF THE TPU5S xw. 4) COMTECTOA PLATE SIZES AAE CALLEO OJT WIDTH IACPOSS SLOTS} WITH THIS OESIDNI 121 11401CATES SEARING LOCATION 171 SPECIAL HN104ITO CAPE SHOULD BE +.- 81 LENGTH IALD14r.50TSr HG THE ORIENTATION OF THE 92 THIS OESIOrt IS APPLICABLE TO SOMORTER SPAM IRt45SES OF EPECTION PE TRUSSES SEE HIB-91 FOR PECUN_,. Slit CALL glit is THE DIRECTIC44 OF Tne PLATE LENSIM, IDENTICAL LOADINO MC COHFIGURATIC44. -COttFIGIAATIGI Atte LOADING SPECIFIED BY FAB4ICAtffi _ -ADOIT100AL PLATING FOR MAMOL1116 TRUSSES IS PfSPOI1SISILITY OF FAMICATDP. -FALSE BOTTOM CHOPO IFFORMATI&I FALSE BOT 21-0-0 Ott LEFT, VEPTICAL SPACING-4-0-0. USE MINIMUM OF 2x4 PLATE FDR FASTENING FALSE BOT CHOM VEPTICALS. USE 3x4 MIN. FON SCAPF Ott FALSE BOT CHOPD. *TRUSS BOTTOM CHCOD ABOVE FALSE BOTTOM CHOIXI MOST BE SPACED WITH !x4 CONT. LATEPAL SPACING AT `1A O.C. MAX SPACING. 3-4-8 RUN 3-7-8 4-0-0 4-3-i4 4-2-2 5-9-0 5-7-4 6-1-12 RUN 1-5-14 1-5-14 Max Height 10-1-3 74 PLF 12 367# 3l5f 420111 3016# 9�a' 3r4 273111 424# 24B# 12 • !23# 2171118(% SJ, c A l 66# !OS# !25# 17t# 030 667 a � \� 45 17131 !7!1# 13.5167 13.5167% I i1 *I 7x8 5x8 3x7 ' 5x8 -3 3 20 PLF 34 i2 7-0-0 4-0-0 8-5-0 8-6-i0 8-if-8 Forces(L-R) 1-4-0 37-0-0 1-4-0 BUILDING 1-' CODE: Standarui d Building Closed ode(SBCCI 1991) WIND SPEED: 110 mph MEAN ROOF HEIGHT: 131 TRUSS LOCATION: (Se) area //t�(� UPLIFT CONNECTION REQUIRED: 90 O B AT EACH SUPPORT. NET WIND PRESSURE BASED ON DEAD LOADS SNM BELOW SEE NOTES 10 AND 11 ABOVE FOR BRACING REQUIREMENTS. No trusses: i Maximum deflection occurred at bottom joint #3. Maximum Live Load Deflection of .271" (4/16). Index-.22, (L/1638) Maximum Total Load Deflection of .424' (7/16). Index-.229, (L/1047) i Rau S-I- 3 N2� ci )(Nn\ -VISION PLATE TYPE: D.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 37'0 SPEC T-8 Drls. #c -^rn PRODUCTS Inc V X000 2-0-0 LL TC 30 2X4 Y2 N SP ENC,. FOR TRUE TRUSS INC - S05 l� r 7�O OL TC 7 BC LUMBER 2x4 e2 N SP PROJECT: CENTEX 3708 Ate DATE: 25 Feb 1993 DF'►r� R X --I tW--F A Ste_ LL SC 0LAYOUT ID: t tf WEBS _ 13. 1 OL BC 10 2X4 43 SP ADDRESS: SCALE_ TOTAL 47 EXCEPT AS MAY BE NOTED 1/8 II LUMBER AL BE OF THE SPEClF IED MINI wJM GRADES. 5) CGYECTOR PLATES SMALL BE INSTALLED SIW4EIRICALLI ON 101 ALL TENSION CHORD MEMBERS ASStxEO TO BE COITINWJSLI 131 � 11WICAIES LATERAL BRACING MEMBER NY4 MIN,) SAECIES, AND 19%MAPIWJM MOISTJFE CONTENT, ON SUCH THAT THE JOINT BRACED BI EITHER 3/B' MINI PLIMDOD SHEATHING, 1/2' 141 INSTALLATION AND EFEC7IG1 OF THE itNU55, PERMMJEINT, AND IS OF HIGHER ALLOWABLE STRESS IALUES. ALL IALIES USED 6; TOP CHORD SPLICES ARE NOT RECOY4ENDEG TO OCCUR IMINj OR'/MALL OR SPACING MENBERS SPACED 10" A.N: IMA/1. TEMPGPAR'•BPACIMS,S"0LXG BE DONE IN A0.0PGANICE MIT" FOP DESIGN ARE BASED ON THE LATEST EDITION OF THE NA- GIRECTL'N ABOVE A BOTTOM CHORD SPLICE, UNLESS NOTED OTHERWISE. CURRENT TPI BRACING AND ERECTION PJBLICATIONS. TIONAL DESIGN STANDARDS PJBLTSEO B'I THE NATIONAL 7j V-2000 APPROVAL tA)MBERS: L9C 2342. FMA TCB 2014, SBCC 11) ALL COMPRESSION CMC440 MEMBERS ASSUMED i0 BE CGNTINFJO'JSLYI5i THIS DESIGN CONFORMS TO CURRENT TPI OESISM SPECIFICA- fORESI PROANCIS ASSOCIATION. 7251, BOCA FILE 86-125 BRAKED BI EITHER 3/B' MIR.) PLIMA'GO SHEATHING. 1/2' TIONS FOR METAL PLATE CC444ECTED NOW TRUSSES AMD 2) THIS DESIGN IS BASED ON CLAP#CC41ECTOR PLATES ONLY. 91 THIS TRUSS HAS BEEN DESIGNED FOP THE LOADING SHOWN :MIM.) DPINALL OR BRACING MEMBERS SPACED AT 16' 0.C. OUAL17i STANDARDS FOP TRUSSES. 3) CONNECTOR PLATES SIZES ARE BASED ON AYIAL FORCES ONLI. ON THIS OPANIIIG. INSTALLATION AND USE SHALL CONFORM iMAx), LVA-ESS NOTED OTHERWISE. 161 NO MEMBER OF THE TRUSS MAI BE CUT CA MODIFIED IN ANN MAI. •! CONNECTOR PLATE SIZES ARE GILLED OJT WIDTH (ACROSS SLOTS) WITH THIS DESIGN 12) Be INDICATES BEARING LOCATION. 17) SPECIAL HANDLING CARE SHOULD BE TAKEN DURING SHIPPING Apo Si LENGTH ANf.IOSLOTS) AD THE OPIEMTATIOI OF THE 9, in15 DESIGN IS APPLICABLE TO SHORTER SPNI TPJSSES OF ERECTION OF TPJSSES. SEE HIB-91 FOR RECOMMENDATIONS ECTIC THELENGTH. 1 CF IG-JOATIC44 -CONFIGURATION MD LOADING SPECIFIED BY FABRICATOR -ADDITIONAL PLATING FOR HANDLING TRUSSES IS RESPONSIBILITY OF FABRICATOR. -ANTICIPATED HORIZONTAL MOVEMENT LRNDES TOTAL LOAD - .286' 3-5-13 ALJN 2-9-11 4-6-9 4-3-1 4-4-13 5-9-0 5-7-4 5-1-12 RUN 1-5-14 1-5-14 Max NB1911t 10-1-3 74 PLF 12 Q B S><C 3760 l 320► 4201 A 3260 2721 \ 4240 12 N 2220 118W �� 2170 591 1281 1321 1510 1731 860 2x3 �\ 17110 17130 (3.,5167 [3.5149X I K^ c I 7x9 3x4 5x6 3x4 3x7 31111 2 20 PLF 12 6-3-8 5-8-2 5-5-5 8-6-10 8-11-6 02 02 02 02 Forces(L-A) 1-4-0 37-0-0 1-4-0 ID BUILDING TYPE: Enclosed Residential CODE: Standard Building Code (SBCCI 1991) WIND SPEED: 110 mph MEAN ROOF HEIGHT: 131 TRUSS LOCATION: (Se) area UPLIFT CONNECTION REQUIRED: 990 0 AT EACH SUPPORT. NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW SEE NOTES 10 AND 11 ABOVE FOR BRACING REQUIREMENTS. No trusses: 3 Maximum deflection occurred at bottom )oint #3. Maximum Live Load Deflection of .366' (6/15), Index-.297, (L/1213) Maximum Total Load Deflection of .574' (9/15), Index-.31, (L/774) 1 ---- --- - - Re L) S-1 -�3 fifes Cwf fJD7 CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 37'0' SPEC VAULTS T-9 DWG. 0 ALPINE ENGINEERED PRODUCTS Inc V 2000 2-0-0 LL TC 30 2X4 02 N SP ENG. FOR: TRUE TRUSS INC - SDS �S 5 1801 S. GSW PKWY. DRANO PRAIRIE. TX 75051 7.0 DL TC 7 BC LUMBER PROJECT: CENTEX 3708 A+B DATE: 25 Feb 1993 �j 2X4 N2 05 SP OF / (214) 660-3940 pIATE_-AREA[-- INCLAYOUT ID: o. FOP STS LL BC 0 NESS f [[.�•++ 546 OL OC 10 2X4 03 SP ADDRESS: SCALE: 33.33 '1K/ ',ME MBER TRUSS PLATE INSTITUTE TOTAL 47 FXCE Pi 45 MAY DE NOTED 1/8 V LUNGER SMALL•!E OF THE SPECIFIED WE GRAMS. 5! CNN ECT OR PLATES SHALL BE INNSTALLED SNMETPICALLY Oil 10i ALL TE/151011 CHO40 MEMBERS ASSUMED TO BE CONTIt AlOJ5L Y 13! 0 IllDICATES LATERAL BRACING MEMBER 119A MIN) 58ECI ES, AND 19%MAIIWJM MOISTJPE CONTENT. 0.SUCH THAI THE JOINT BRACED BY EIIHER 3/8MINI PL10000 SKATHIN3, t/2' 141 INSTALLATION AND FQEC71DA OF THE TRUSS. PERMANENT. AND IS OF NIGIER ALLOWANLE STRESS'VALUES. ALL IAItIES USED 6; TOP C"CPO SPLICES ANE NOT FECGIMENOED TO OCCUR MITI: DP'1KALL OF BRACING MEMBERS SPACED 10' a MAI:. TEMIPCPARV SPACING.SHbJLD BE"M 11-ACCORDANCE WITH FOR OESIGNAPE BASED ON THE LATEST EDITION OF THE NA- DIPECTL'+ ABOVE A BOTTOM CNOPD SPLICE. UNLESS NOTED OTHERWISE. C-UPPE1N7 TPI BRACNIG AND ERECTION P.IBLICATIONS. TIONAL DESIGN STANDARDS F-JSLISHEO BY THE NATIONAL 71 V-2000 APPROJAL MROERS: UBC 2342. FHA TCB 2014. SBCC II) ALL COMPRESSION(CHDRO MEMBERS ASSUMED TO BE COMTIINJOIISLY18i THIS DES1GN COefOP4S TO CUPPENT TPI OESIsN SPECIFICA- FORE5i PRODUCTS ASSOCIAI ION 7251. BOCA FILE 86-125 BRACED B7 EITHER 3/0' IMIN.) PLYWGOO SHEATHING. 1/2- TIGHS FOR METAL PLATE CCAANECTEO WOOD 7aL-_%S AND 21 THIS DESIGN)15 BASED ON CLARY CGNWCTOM PLATES ONLY B) THIS IWJSS HAS BEEN DESIGNED FOR THE LOADING SHOWN IMIN.) NIR-fxALL OR SPACING MEMBERS SPACED AT 16' 0- OUALIT/STANDARDS FOR TRUSSES. 3! CONNECTOR PLATES SIZES ARE BASED ON AYIAL FORCES ONLY. Oil THIS WANING. INSTALLATION AND USE SMALL CONFORM !MAY). UNLESS NOTED OTHERWISE. 16) ID MEMBER OF THE TWJSS MAY BE CUT CA MODIFIED IN A144 MAY. 4! NNE COCTOR PLATE SIZES ARE CALLED OUT U107H iACPGSS SLOTS} WITH THIS OESI014 12) ® NDSH INDICATES BEAR1140 LOCATION. 171 SPECIAL HALING CARE SHOULD BE TAKEN WRING SHIPPING , BY LENGTH (ALONG SLOTS; MD TINE OPIE.IATI.1 OF THE 9: THIS DESIGN IS APPLICABLE TO SHORTER SPA14 TWJSSES OF ERECTION OF TRUSSES SEE HIS-91 FOR RECOMMENDATIONS C Ji IG A(IO CONFIGURATIC44L -COIIFIGURATIOII AID LOADING SPECIFIED BY FABRICATOR -ADDITIONAL PLATING FOR HANDLING TRUSSES IS PESPONSIBIL11Y OF FABRICATOR. -THIS TRUSS 15 DESIGTED OTILY FOR THE LOADS SHOWN. PROVISION FOR THE PREVENTION OF POND114G MUST BE MADE AND IS NOT 111E PESPOtISIBILITf OF THE TRUSS FABRICATOR OR CLAPf. -ANTICIPATED HORIZONTAL 140YE14EIlT UIOEP TOTAL LOAD - .284' 3-5-13 1-0-0 RUN 2-9-11 6-4-4 6-4-4 5-8-3 5-4-11 5-11-3 RUN 1-5-14 #2 #2 42 02 02 02 1-5-14 Max ►Night 9-t0-3 74 PLF 12 Q fi 27247# *5 Shs 470• 410# 3398 4081 12 7 2221 \` 2091 N {� © '•„ 118# `� rn 6 C� l` o 'X6 1250 127110 7494# 16811 820 *5 �� 59# 17121 2X3 ��\ 1711# (3.5)67 111 13.51 49% � o w l 7x8 3x4 3X43x43x4 3x7 3x11 �2 20 PLF 12 1-0-0 5-3-8 5-4-4 5-4-4 B-4-B 8-7-a /Z #g IY _ 02. 112 Forc1111 1L-P) 1-4-0 37-0-0 1-4-0 BUILDING TYPE: Enclosed Residential CODE: Standard Building Code (SBCCI 1941) WIND SPEED: 110 )Bph MEAN ROOF HEIGHT: 131 TRUSS LOCATION: (Se) area UPLIFT CONNECTION REQUIRED: 9M 0 AT EACH SUPPORT. NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW SEE NOTES 10 AND 11 ABOVE FOR BRACING REQUIREMENTS. No trusses: 1 Maximum deflection occurred at bottom joint 13. Maximum Live Load Deflection of .347' (5/15). Index-.281, (L/1280) Maximum Total Load Deflection of .544` (9/15), Index-.294, (L/816) ) QEv S-I- q 3 \fla CW CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 37'0' HV-19 SPEC T-10 DWG��LL0 V�000 2-0-0 ALPINE ENGINEERED PRODUCTS ITIC LL TC 30 2X4 M2 OS SP ENG. FOR: TRUE TRUSS INC - SDS 13,05 S 1901 S. GSW PKWY. BC LUMBER PROJECT: CENTEX 3708 A+8 DATE: 25 Feb 1993 GRAND PRAIRIE. Tx 75051 7.0 OL TC 7 2X4 r2 Os SP 1214) 660-3940 L a - 74t. FOxt STC LL BC 0 WEBS LAYOUT 10: '� ZD A„ 582 ' OL BC 10 2X4 #3 SP ADDRESS: SCALE: 33.33 1/8 11�� MEMBER TRUSS PLATE INSTITUTE TUTAI. 47 EXCEPT AS MAY HE NOTED 11 LUMBER SMALL BE OF THE SPECIFIED MINIMUM WAIE5. 5) COIFIECTOP PLATES SHALL BE NISTALLEO 51M4ETPICALl1 011 10) ALL IE1151011 CHORD MEMBERS AS9.xED TO BE COI111140USL1 13! 4- 11101CATES LATEAAL BRACII47 MEMBER (1X4 MIN.) SPECIES, AND 19x MAXIWJM MOIST'.FSI E CDNTENT, OA C" THAT THE JOINT SPACED By EITHER 3/9" fMl/il PL1W030 SHEATHIIq, 1/2- 14) NISTALLATION Alp ERECTION OF THE TRJSS. PERNAiENT. AG IS GF MIGMER ALLOWABLE STRESS'VALUES. ALL TALUES USED Bi TOP CKCAO SPLICES APE HOT RECOMEHDEG TO GCCP ININI OR'1MALL OR BRACING MEMBERS SPACED 10' 0.0 (MAXI, TEMWGRAP-I BPACIIIS SHCAILO BE 0011E IN ACCGW:AIKE MIT- FOP OESIGIIARE BASED ON THE LATEST EDITION OF THE HA- DIRECTLY ABOVE A BOTTOM CHORD SPLICE. txILESS NOTED OTHERWISE. �:UPPENT TPI 1PACP4 MD EPECTION PUBLICATIgIS. I TONAL DESIGN ST MDARDS PUBLISHED By THE NATIONAL 71 V-2000 APPROVAL N1.44BEP5: UBC 2342. FHA TCB 2014. SBCC 11) ALL COMPRESSION C1GPD MEMBERS ASSUMED 70 BE CONTIIAIWJSLY15/ THIS DESIGN COfORMS TO C'URAENT TPI OESISN SPECIFICA- FOREST PiOGUCIS ASSOCIATION. 7281. BOLA FILE 86-125 BRACED BY EITHER 3/0" (MIN.) PLYNC-00 SHEATH111G. 1/2' 110115 FOR METAL PLATE CONNECTED WOW TRUSSES ARG 21 THIS DESIGN 15 BASED ON CLAPY CONNECTOR PLATES DAILY, 9) THIS TRUSS HAS BEEN OESIGIEO FCR THE LOADIIB MB SHOWN 041H.) DRYWALL OR SPACING MEMBERS SPACED AT 16" O.C. 01UAL17f STANDARDS FGA IPAISMS. 3) CONNECTOR PLATES SIZES ARE BASED ON AXIAL FORCES ONLf, O1 THIS OPAWIID. IIISTALLATIOIN AND USE SHALL CONFORM (MAX). UNLESS NOTED OTHERWISE. 15) 140 MEMBER OF THE TP1JSS MAY BE CUT GA NOTIFIED IN ANY WAY. 4) COMECTOA PLATE SIZES ARE CALLED OUT WROTH UCMOSS SLOTS) WITH THIS DESIGN 12) ® INDICATES BEAR1116 LOCATION. 171 SPECIAL MA141LI110 CARE SHOULD BE TAKEN DUPING SHIPPING AI)0 81 LEM6TH (ALOG SLGTSj A14D THE ORIENTATION OF THE 9j THIS DESIGN 15 APPLICABLE TO SHORTER SPAN TRUSSES OF EFECTEON OF TRUSSES. SEE MI9-91 FOR IECO1MIEtGATTOt'S SIZE CALL OUT IS RIE CTIC44 OF TrIE PLATE iEN%TH_ TQEtJTIC&LOADIHG AND C011fIGV0AT1rAL -CONE IGl1RATIU) AND LOADLIG SP CIFI D 8'v FABRICATOR -ADDITIONAL PLATING FOR HANDLING TRUSSES IS PESPOISIBILIT( OF FABRICATOR. -THIS TRUSS IS DESIGNED ONLY FOR THE LOADS SHO)Ni. PPOYISIOti FOR THE PPEVENTION OF P@NDING MUST BE MADE AND IS NOT THE RESPONSIBILITY OF THE TRUSS FABRICATOR 0R CLAP(. -ANTICIPATED HGRIZC44TAL MOVEMENT U)GEP TOTAL LOAD .276' 3-5-13 RUN 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 12 12 02 02 •2 02 1-5-14 74 PLF Max Height 8-10-3 f2 Q 6 3830 371► SiIS 5'X5 3961 3601 \ 3020 3590 12 �j*� \ 3}1 222► 6 p 118# C, 2+ 1 168/ 1570 1240 1480 720 590 2X3 {)Fb \`\� ID . . \ 1 17111 (3.5)6.516 7 13,5149X I 7x9 3x4 5x8 3x4 3x7 gill 2 20 PLF 12 8-3-8 10-6-8 5-0-0 7-4-8 7-7-8 12 #2 02 f2 ForC49(L-P) f-4-0 1-4-0 37-0-0 BUILDING TYPE: Enclosed Reeidentlal CODE: Standard Building Code (SBCCI 1441) HIND SPEED: 110 mph MEAN ROOF HEIGHT: 131 TRUSS LOCATION: (Se) area UPLIFT CONNECTION REQUIRED: V6 if AT EACH SUPPORT. NET HIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW SEE NOTES 10 AND 11 ABOVE FOR BRACING REQUIREMENTS. No trusses: i Maximum deflection occurred at bottom joint 03. Maximum Live Load Deflection of .331' (5/16), Index-.268, (L/1341) Maximum Total Load Deflection of .519" (8/16), Index-.281, (L/855) 1 Rev 5-1- e-13 RCk 6WIA)b CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 37'0' HV-17 SPEC T-11 OWG. 0 ALPINE ENGINEERED PRODUCTS Inc V2000 2-0-02X4 M2 DS SP ENG. FOR: TRUE TRUSS INC - SDS 157+15 1801 S. GSW PKWY. LL Tc 30 BC LUMBER PROJECT: CENTEX 3708 A+B DATE: 25 Feb 1993 GRAND PRAIRIE. Tx 75051 7'0 DL TC 7f� ^,, (214) 650-3940 ATS A�l�f- INS FUA ST-C-- LL BC 0 WEBS 2X4 Y2 DS SP LAYOUT IO: OF MEMBER TRUSS PLATE INSTITUTE 544 ' OL BC 10 2X4 03 SP ADDRESS: SCALE 33.33 IOTA(. 41 . _ I EXCEPT AS MAY OF NOTED _ 1/e „;'1(• I? LIMBER SHALL 4E OF THE SPECIFIED MINIMUM GRADES, 5! COWECTOR PLATES SHALL BE I1ISTALLED S1W4ETPICALL(ON TO) ALL TEINSIDN CHORD MEMBERS ASSUMED TO BE C9NT1t&%3USLf L3i / INDICATES LATERAL BRACING MEMBER I1/.A MUI,j SPECIES. YID 192 MA/IMJM MOISTURE CO/TETIT, OR SUCH THAT THE JDINT. SPACED BY EITHER 3/0' IMAM) PL4WOP0 SHEATHIHO. I/2' 14) INSTALLATION AND ERECTION OF THE TRUSS, PERM,,ENI. AND IS Of HIGHEP ALLOWABLE STRESS'VALUES. ALL 4ALUES USED BI TCP CnLFHf SPLICES APE NOT PECGWEHOED TO OCCUR IMIN) DRYWALL OF SPACING MEMBERS SPACED 20' 4.c. MAR). TEMPDPAP'V BRACING SHOULD BE DOE IN ACcOPGANCE WITH FOR DESIG14APE BASED ON THE LATEST EDITION OF TUE 11A- DIRECTLY ABOVE A BOTTOM CHORD SPLICE. UNLESS NOTED OTHERWISE. CUPAENT TPI BRACING AHO EPECTIGN PUBLICATIONS. TIDAL DESIGN STANDARDS PUBLISHED BY THE NATIONAL 71 V-2000 APPROVAL NUMBERS: UBC 2342. FMA TCB 2014 SBCC 11) ALL COMPRESSION CHORD MEMBERS ASSUMED TO BE CONTTAIDUSLYI6) THIS DESIGN CG4fOMS TO CURRENT TPI DES1w.VECIfICA- FOREST PRODUCTS ASSOCIATION. 7251. BDCA FILE B6-125 BRACED BY EITHER 3/0' 04IN.I PLYWOOD SHEATHING. 1/2" TARNS FOR METAL PLATE COMECTED 11000 TOSSES AND 21 THIS DESIGN 15 BASED ORI CLARY CONNECTOR PLATES ONLY. B) THIS TRUSS HAS SEEN DESIGNED FOR THE LOADI116 SHOWN IMIN.) DRYWALL OR BRACIIW MEMBERS SPACED AT IS- O.C. QUALITY STANDARDS FOR TRUSSES. 31 CONIECTOP PLATES SIZES ARE BASED ON AXIAL FORCES ONLY. ON THIS ORAWTN6. 111STALLATIOH ANO USE SHALL CONFORM (MAX). I24LESS NOTED OTHERWISE. 15) NO MEI4SER OF THE TRUSS MA4 BE OUT OR MODIFIED IN AUV MAY. 41 CWECTOP PLATE SIZES ARE CALLED OUT WIDTH (ACROSS SLOTSI WITH THIS OES12N, 12) ® INDICATES BEARING LOCATION. 17) SPECIAL HANDLIUO CARE SHOULD BE TAKEN"INS SHIPPING AMO BV LENGTH fALONG SLOTS] AND THE ORIENTATION Of TE 91 THIS DESIGN IS APPLICABLE TO SHORTER SPAN TRUSSES OF ERECTION OF TRUSSES. SEE nib-91 FOR PECDWENDATIONS CALL OUT -CCA IF IGURATICAI 010 LOADING SPECIFIED BY FABRICATOR -ADDITIOIdIAL PLATING FOR HANDLING TRUSSES IS PESPOUSIBILITF OF FABRICATOR. -THIS TRUSS IS DESIGNED ONLY FOR THE LOADS SHOWN. PPO'JISION FOR THE PPEVEINTIOI OF PONDING MUST BE WADE AND IS IIOT THE RESPONSIBILIT/ OF THE TRUSS FABRICATOR OR CLARi. -ANTICIPATED HOPIZONTAL MOVEMENT UNDEP TOTAL LOAD - .284' 3-5-13 RUN RUN 4-4-4 4-4-4 4-6-0 4-6-0 6-4-8 5-7-6 RUN 1-5-14 02 02 02 02 02 02 02 1-5-14 74 PLF Max Haight 7-10-3 12 Q 6 3280 3331 402# a S 3x1 322# 4700 2650 12 6 6 �' 9'A 3x7 2221 2340 m m fie! o N 1480 1770 154# 127# 630 n i 2x3 59# (7131 m 1710# (3.5167 3= o (3.5149% 1 7x9 3x8 SW6 m 3x7 N 3xff e 2 20 PLF 12 6-3-8 6-8-8 9-0-0 6-4-8 5-7-8 #2 12 12 12 1-4-0 1-4-0 forces IL-P) 37-0-0 I� BUILDING TYPE: ENCLOSED RESIDENTIAL CODE: STANDARD BUILDING CODE (SBCCI 1991) WINO SPEED: 110 MPH MEAN ROOF HEIGHT: 0 FT, TRUSS ( ) area UPLIFTLCONNECTIONSREOUIRED- /IeO AT EACH SUPPORT LOCATION. NET WINO PRESSURES BASED ON DEAD LOAD SHOWN BELOW. SEE NOTES 10 AND 11 ABOVE FOR CHORD BRACING REQUIREMENTS. No trusses: 1 Maximum deflection occurred at bottom joint 03, Maximum Live Load Deflection of .347' (6/16), Index-.281, (L/1280) Maximum Total Load Deflection of .543" (9/16), Index-.294, (L/618) N EU I-C'J" ala (w ( ►Jb) CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBER v TRUSS: 37'0* HV-15 SPEC T-12 OWG. # ALPINE ENGINEERED PRODUCTS Inc V�000 2-0-0 2X4 #2 05 SP ENG. FOR: TRUE TRUSS INC - SDS iB01 S. GSW PKWY. LL Tc 30 GRAND PRAIRIE, TX 75051 7.0 DL TC 7 BC LUMBER PROJECT: CENTEX 3708 A+8 OATS: 25 Feb f99- 2X4 #2 DS SP OFZO LAYOUT I0: (214) 660-3940 -TN L LL HC 0 WEBS ' .__LULU _. 526 1 OL BC 10 2X4 03 SP ADDRESS: SCALE: 33.33 1/8 MEMBER TRUSS PLATE INSTITUTE TOTAL 47 EXCEPT AS MAY BE NOTED ) I! IANER SHALL BE OF THE SPECIFIED M111114A4 GRADE5! CG111ECTDP PLATES SHALL BE 1HSILEO S.HEIRICALLI 011 401 ALL TEt4SIO11 CHORD MEMBERS ASSUMED TO BE C9NTINUO'JSL/ t31 , ES AL IIIDICAIES LATERAL BRACING MEMBER (114 M114.) SPECIES. AG 19X MAXiM'.04 MOISTURE COIJTEt41t. OR SUCH THAT THE JOINT BRACED Br EITHER 3/0" iMT14! PLYWOOD SHHEATHIIG. t/2' 14! ItISTALLATIC44 YID EfECIION OF THE 7RUSS. PERMATJEUT, MO IS RB Of MIQHEP ALLOWLE STRESS /ALUES. ALL /ALLIES USEO 6; TGP CHC-ft SPLICES ARE TIDY PECGMIErJDED TO GCC'UP (Mitq DRYWALL OR BRACItG NEMBEPS SPACED 20' 0.c. IMAXLD ). TEMPORARY BRACT""SHCXBE OOZE 114 ACCORDANCE WITH FOR DESIGtIAPE BASED OJ THE LATEST EDITION OF THE HA- GIRECTL'Y ABOVE A BOTTOM CHORD SPLICE. VRLESS t40TED OTHEPWISE, CUPPE117 TPI OFACI14G AND ERECTIGH PAICATIDjS. T I04AL CES IBI STYGARDS PJBIISED BV THE 14ATIONAL 7) V-2400 APPROVAL trJNBERS: UBC 2342• FHA TCB 2014. SBCC 11) ALL COMPRESSIC44 CHORDS MEMBERS ASSUMED TO BE CO4JT1WJ0'JSLVI5J THIS DESIGN COrODAMS TO CURRENT TPI DESISN SPECIFICA- FOREST PRODUCTS ASSOCIATION. 7251. SOCA FILE 66-125 BRACED BY EITHER 3/0' :NP4.) PLVNDW SHEATHING. 1/2" TIC44S FCA METAL PLATE CurfCTED NOW TRUSSES AND 21 THIS DESIBI IS BASED OI CLARY CGNECTOR PLATES O1lV. B) THIS TRUSS HAS BEEN DESIGNED FGA THE LOADING SHOW1/ fMIN.) DRYWALL OR BRACINGA MEMBERS SPACED AT 16' O.C. QUALITY STMIDDS FOR TRUSSES. 3! COtitECtOR PLATES SIZES ARE BASED ON AXIAL FORCES ONLY. Of$ THIS DPAWITG. 111STALLATIGII AMID USE SHALL CBJFOPM IMAX). UNLESS TOTED OTMEPMISE. 15) TOO MEMBER OF THE TRJSS MAV BE CUT OR MODIFIED IN ANY MAY. 4! C.0f41EC1OR PLATE SIZES APE CALLED OUT WIDTH iACAGSS SLOTS) WITH THIS DESIOI t2l ® I/401CATES BEARIIO LOCATION. 17) SPECIAL HA40L1111t CARE SCOLD BE TAKEN OUPII40 SHIPPIIJB AND By LENGTH fALOG SLOTS] AO THE ORTENTATIM OF THE 9; THIS DESIGN 15 APPLICABLE TO SHORTER SPY4 TRUSSES OF ERtECTION OF TRUSSES. SEE MID-92 FOP fEcOm EtCA/IOTS SIZE CALL JT 15 TVIE DISECIIVA Of THE PLATE LEt4GTn- IDENTICAL LOADING JUID COI JR -CGT)F IGI.KiAT ICRJ JLNO LOADIIIG SPECIFIED eY FABRICATOR -ADOITIOIJAL PLATING FOP HA14OL14G TPUSSES IS RESPONSIBILITY OF FABRICATOR. -THIS TRUSS IS DESIGUJEG GVLY FOR THE LOADS SHOJBI. PROVISION FOR THE PREVENTION OF PONDING MUST BE MADE AtJO IS NOT THE RESPONSI8ILI11 GF THE TRUSS FABRICATOP OR CLAPY. AJTICIPATED HORIZONTAL MOVEMENT U11DER TOTAL LOAD - .302' 3-5-13 3-6-0 3-3-0 RUN 8-0-3 3-3-0 6-8-0 5-4-8 5-7-8 RUN 1-5-14 02 02 #2 #2 1-5-14 74 PLF Max Height 5-10-3 12 6 250# 361/ 3611 3190 v a a 3521 SFS 3x4 3x4 sXs 3961 12 7 6 Q *y \•\ *� 3113 1970 fn 2 Ila# 2X3 ' 4 1280 1321 1300 1740 1060 1 \ 590 17i2f I 0 17110 13.5167 on 1 0 (3+5)49% 7x8 3xB 5x6 3x8 3x7 3x11 2 12 20 PLF B-3-B 6-8-8 B-B-O B-B-O 11-0-0 02 02 02 02 1-4-0 37-0-0 1-4-0 ForceO k-P) BUILDING TYPE: ENCLOSED RESIDENTIAL CODE: STANDARD BUILDING CODE (SBCCI 1991) MIND SPEED: 110 MPH MEAN ROOF HEIGHT: 13 FT. TRUSS LOCATION: (Se) area UPLIFT CONNECTION REQUIRED: "O-OAT EACH SUPPORT LOCATION. NET MIND PRESSURES BASED ON DEAD LOAD SHOWN BELOW. SEE NOTES 10 AND 11 ABOVE FOR CHORD BRACING REQUIREMENTS. No trusses: 1 Maximum deflection occurred at bottom joint I3. Maximum Live Load Deflection of .337' (5/15), Index-.273, (L/1318) Maximum Total Load Deflection of .528" (8/16). Index-.285, (L/841) ) CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 3720' HV-13 SPEC T-13 OMG. 0 ALPINE ENGINEERED PRODUCTS Inc V2000 2-0-0 LLTC 30 2X4 #12 DS SP ENG. FOR: TRUE TRUSS INC - SDS 15415 1801 S. GSW PKWY. BC LUMBER PROJECT: CENTEX 3708 A+8 DATE: 25 Feb 1993 GRAND PRAIRIE. TX 75051 7.0OL TC 7 2X4 #2 D5 SP LAYOUT IO: 13 of (214) 650-3940 A A Ei— `TN L LL BC 0 WEBS _ 542 ' OL BC 10 2X4 #3 SP ADDRESS: SCALE: MEMBER TRUSS PLATE INSTITUTE 33.33 IOTAL 47 EXCEPT AS MAY BE N01E0 1f LLP40ER SHALL IE OF THE SPECIFIED MINIMUM GRADES. 51 COINECTOP PLATES SHALL BE IIISTALLEO S(W4EIAICALLI OI t0) ALL TEIISIOIJ CHORD MEMBERS ASSJNEO TO BE CO4IIINl1DJSLJ 131 $ IUDICATES LATERAL BRACIIJB MEMBER IfM4 Mlfl.; SPECIES. AHD+151 MA/IWJM MOISTURE C0141ENT. OR SUCH THAT THE JOEMT. SPACED By EITHER 3/0' iMlfl) PLfWOOD SHEATHIIJG. 1/2- 141 11/STALLATIOI/AID ERECTION CF THE TRUSS. PEPMANENT. AND IS GF HIGEP ALLJMABLE STRESS VALUES. ALL VALUES USED 61 TOP CHORD SPLICES ARE NOT PECOW4EHOED TO CJ_'CJP !MINI DP'4WALL OR SPACING MEMBERS SPACED 10' O C. IMA/i. TEMPCRAP'N BRACING SUJLD GE DOME IN ACCORDANCE WITH FOR DESIGN APE BASED ON THE LATEST EDITION OF THE IIA- GIPECTL'1 ABOVE A BOTTOM CHORD SPLICE. MESS NOTED OTHERWISE. CUPAEHT TPI BRACING NIG EIECTITM PUBLICATIONS. TIOIAL DESIGN STMDARDS PUBLISHED By THE NATIONAL 7N V-2000 APPROVAL NUMBERS: UBC 2342. FHA TCB 2014. SBCC I1) ALL COMPRESSION CHORD MEMBERS ASSUMED TO BE CO4TI000USL1151 THIS DESIGN CONFORMS 70 CJPPENT TPI DESIGN 5PECIFICA- FOEST PTDCOC TS ASSOCI AT NOH 7251, SOCA FILE 86-125 BRACED B1 EITHER 3/8' !MINOD.{ PLYWGSHEATHING, 1/2' TIONS FOR KETAL PLATE CONNECTED WOOD T15E x.S5 IMO 21 THIS DESIGN IS BASED OI CLAP/CC44ECTOR PLATES ONLY, SI THIS TRUSS HAS BEEfl DESIGNED FOR THE LOADHO SHOW4 'Mill.) OP/MALL OR BRACIIIG MEMBERS SPACED AT 16' O.C. IJUALIif STANDARDS FGP TRUSSES. 31CONNECTOR PLATES SIZES APE BASED ON AXIAL FORCES ONLV. 911 THIS DPAWIID. 111STALLATIOI MD USE SHALL CGfORM IMAY!, UxJLESS TOTED OTHERWISE. 15) NO MEI4DEP OF THE TRUSS MAY BE CUT OR MODIFIED IM ANY MAY. 4) COaECTGR PLATE SIZES ARE CALLED OUT WIDTH IACRGSS SLOTS; WITH THIS DESIOH 121 ® I/DICATES BEARING LOCATION_ 17) SPECIAL HMJOLINO CARE SHOULD BE TAKEN DURING SHIPPING 0H BV LEI4GTN fALO14 SLG75} AND THE ORIENTATION OF THE 9i THIS DESIGN IS APPLICABLE TO SHORTER SPAN TRUSSES OF EPECTIGN OF TRUSSES SEE MI9-51 FOR PECOMETT ATIONS Si RECTIC41 OF THE PLATE LENGTH. IDEUTICAL LOADINGCONFIGURATIC44, -CGNFIGURATIOI FFG LOADI14G SPECIFIED Of FABRICATOR -ADDITIONAL PLATING FOR HANDLING TRUSSES IS PESPOIJSIBILIT/ OF FABRICATOR. -THIS TRUSS IS DESIGNED ONLY FOR THE LOADS SHOWN. PROVISION FOR THE PREVENTION OF POINDING MUST BE 14ADE AND IS 147 THE RESPOIISIBILITY OF THE TRUSS FABRICATOR OR CLARY. ANTICIPATED HORIZONTAL MOVEMENT UIIDER 70TAL LOAD - .301' 3-5-13 2-0-0 2-10-0 RUN 2-9-11 4-8-8 5-8-0 5-6-0 4-4-8 4-7-8 RLQ /2 02 f2 i2 12 02 02 74 PLF 1-5-14 1-5-14 Max Height 5-10-3 12 Q 6 279/ 315/ 4191 3141 2670 ♦ � N ♦ a 12 3x4 3x4 3x4 27811 T 3221 6 v Sf5 s%cs 2220 1600 m yA ,, {3 Iles c 2x3 \�. \\ + 108/ 1040 113f 1131 146► 861 � \ 591 \ C's N 17120 C" I 1 1711111 13.51 67 N I 7x8 axe 3x4 5x6 3x8 (3.5)49% 3x7 301 2 12 20 PLY 6-3-8 4-8-e 5-8-0 5-7-8 5-8-e 9-0-0 12 02 02 f2 12 1-4-0 1-4-0 37-0-0 Forces(L-R) BUILDING TYPE: ENCLOSED RESIDENTIAL CODE: •STANVARO BUILDING CODE (SBCCI 199!) WIND SPEED: 110 MPH MEAN ROOF HEIGHT: 13 FT. TRUSS LOCATION: (Se) area 4 UPLIFT CONNECTION REQUIRED: 900 AT EACH SUPPORT LOCATION. NET WIND PRESSURES BASED ON DEAD LOAD SHOWN BELOW. SEE NOTES 10 AND 11 ABOVE FOR CHORD BRACING REQUIREMENTS. No trusses: 1 Maximum deflection occurred at bottom joint /4. Maximum Live Load Deflection of .407' (7/16), Index-.33, (L/1091) Maximum Total Load Deflection of .638' (10/16). Index-.345, (L/696) 1 P,�V Hc, C" CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 37'0* HV-11 SPEC T-14 DWG. 0 ALPINE ENGINEERED PRODUCTS Inc V_2000 2-0-0 LL TC 30 2X4 A2 DS SP ENG. FOR: TRUE TRUSS INC - SDS 1801 S. GSW PKWY. BC LUMBER PROJECT: CENTEX 3708 A+8 DATE: 25 Feb 1993 GRAND PRAIRIE. TX 75051 7.0 OL TC 7 2X4 Y2 DS SP LAYOUT I0: I'/�OF 7O (214) 660-3940 L �A----TNZ.-FOR-$Tl_- LL SC 0 WEBS ADDRESS: OF? 584 33.33 ' OL BC 10 2X4 N3 SP SCALE: MEMBER TRUSS PLATE INSTITUTE TOTAL 47 FxCFPT AS MAY BE NOTED 1/8 �'�N IL1N4IIEP SHALL 8%OF 14 S"ECIFIFD 141111 M•}/—ADES. ..:it11Fl I(P l'I Rlf'� •:.,RI l PT in�.1Al 1.FU S'MHllni`.RI I.I fTl i`./' At If II:i I'xI�I1UfN•Mf•M..T '...x41( 111 PT I..xl 11013 I'll . 13! j 111(11CAIFS LATERAL BPLr llxi PE d1En rl/A r+lll SPECIES. AHO T92 MtY1 NJM MOIST.-PE C3NTEIM. 3n S_#'. 4HA1 C INE JAIII ROAMED BI EItIKf. 3/9' MITI. fLIM330 SHEAI411,. 1/3' JAI IHCIALLATIGII ArID ECECTI'41 GF TH.E KISS. PE I:t.sFIT IF ='11. IS 3F nIDHEP ALLOWABLE STRESS /ALOES. ALL ALLIES USED B• IC. CIICPG SPI ICES APE HF11 RE:.': Ef,DEG 10 w.CC.IR r.I 11; DR(MALL 3P 0 4:111,HEHOEPS SP FO 1C' O C IHAY•. IEMPCPAPI BPACItIS SMJJLG BE DDIE It.ACC,.PDA1 MI1n FOP OESIGU ARE BASED p!THE LATEST EDITION GF THE 111- "EFFECT I1 18111E A BOTT311 .•'-OI-SFLICE. tRLESS NOT EG C•THEPMISE ^_UPPE HT TPI BPACIIIG MID ERECTIPI l!9LICATIONS Ti DtlAL DESTGII ST AIGAROS P'JBL ISrEO Bs THE wA1IONAI. 71 2G'1P ArvRO+AL IF.44ITERS: '.2C 2342. FNA TCB 2714. SBCC 11� all [G•M'PE SSI Ct![n!'PO MEIlBE RS a55'JMfO 17 BE CONT IIxJO'JS1 x151 Tn[S OESI9I CpiOPMS TG CJPIEIIT IPI OESIDI.SPECIFICA- FOPEST PROOIJC1S ASSJCIATIOIl. 7251. BO•CA FILE 06.125 BPACFG BI EITHER 3/B" 'MIN..' PLIM::GD$HEA IH I TIG, I/2' TIUFS FDR METAL PLATE CGINECTEG WOOD T1x,55ES 11115 21 THIS DESIGN IS BASED DI!CLAPx C:)IRECTOM PLATES C41LY el THIS TRrS HAS BEEN DESIGNED FIA THE LGAOIIIG SHOWN 'MINA DF WALL OR BPACHIG MEMBERS SPACED AT 16' 7 c. OUALITx ST4110APOS FP TPLISSES. 31 Ca14ECTCA PLATES SIZES RPE BASED 011 AYIAL FORCES 01LI. OFF THIS OPAWIIM. HISTALLATIGII AND USE SHALL CF4IECPM MAY!. INLESS NOTED OTHERWISE. 16! ILO MEMBE0 GF THE TRUSS MAx BE CIJT CIA MODIFIED IN AN, MAI A! C01AECTGP PLATE SIZES APE CALLED O•JT WIDTH fACPC.SS SLOTS! WITH THIS DESI.3N 12:' ® IN0ICATE$BEAR itM LOCATI011 17! SPECIAL wANDL 1H3 CAPE SHOULD BE TAYEH OlN41N}SwIPNIJ! ACID B-x LE NGTM fAL OrIG SLi/5.• AI(1 THE OPIENTATId!CA' THE 9. TH 15 DE SI GII IS APPLICABLE 10 SHDRIEP SF'RN TP;45SE5[K ERECT IG!!OF TRUSSES SEE n18-91 FOP PECC44MEtFOATIOIIS TIIOIJ OF THE PLATE LENGTH. C•Ili C OADITI3 AIG COIIF1G:1R T ill -CGIIFICAFRATIGII AND LOADIIIG SPECIFIED BI FABPICATOP -AUDI T ICTAL PLATING FDP HANCL11IG TRUSSES IS PESP014SIBILIT/ OF FABPICATGP. -THIS TPU55 IS DESIGIIED OtILY FOP THE LOADS SHOMII. PPOVISIDT1 FOP THE PPEVE11TIO11 OF PODDING MUST 0E MADE A110 IS IIOT THE PESPOHSIBILITY OF THE TPLSS F48PICA70P OP CLAPY. -AtITICIPATED HOPIZGtITAL MOVEMENT UIIOEP TOTAL LOAD - .322' 3-5-13 3-4-8 RUN 5-5-3 5-2-2 5-3-14 5-3-14 5-2-2 3-7-8 RUN 74 PLF 1-5-14 02 02 A2 f-5-14 Max Height 4-10-3 12 Q 6 3960 3090 3940 389/ 316/ i L ♦ i i 12 2400 6 p 5�� 3x4 ry SF 3220 5'*, + Y7 + t230 RF FF Z2F5 Wit 1180 A PI 2x3 1 1400 1320 1060 1050 120# 660 0 590 E O I TIT p 4 1712► 17x1 p 17120 13.51 67 3x4 5x7 3x5 3x4 3x8 1 (3,5149% 3x11 2 f2 20 PLF 6-3-6 7-10-10 5-3-14 5-3-14 5-2-2 7-0-0 02 02 02 02 1-4-0 1-4-0 37-0-0 Forces IL-P) DBUILDING TYPE: ENCLOSED RESIDENTIAL CODE: STANDARD BUILDING CODE (SBCCI 1990 WIND SPEED: 110 MPH MEAN ROOF 14EIGHT: 13 FT. TRUSS LOCATION: (Se) area UPLIFT CONNECTION REQUIRED: 100#AT EACH SUPPORT LOCATION. NET WIND P)IESSURES BASED ON DEAD LOAD SHOWN BELOW. SEE NOTES 10 AND 11 ABOVE FOR CHORD BRACING REQUIREMENTS. No trusses: 1 Maximum deflection occurred at bottom joint 04. Maximum Live Load Deflection of .494' (8/16), Index-.4, (L/899) Maximum Total Load Deflection of .773' (12/16). Index-.418, (L/574) RECOMMENDED CAMBER: .42' q 3 (4. C LA.) CLARY DIVISION PLATE TYPE: D.C. SPACING LOADING IPSF) TC LUMBER TRUSS: 37'0' HV-9 SPEC T-15 ONG. 0 ALPINE ENGINEERED PRODUCTS Inc V3000 2-0-0 LL TC 30 2X4 12 Os SP END. FOR: TRUE TRUSS INC - SOS 15415 1601 S. GSW PKWY. BC LUMBER PROJECT: CENTEX 3708 A+B DATE. 25 Feb 1993 GRANO PRAIRIE, TX 75051 7.0 OL TC 7 2X4 02 Ds SP (214) 650-3940 LL 8C 0 LAYOUT ID: �COF'zo NESS J �`1A 594 DL SC 10 2X4 #3 SP ADDRESS: SCALE: IAV�,+1 33.33 n MEMBER TRUSS PLATE INSTITUTE TOTAL 47 EXCEPT AS MAY BE NOTED 1/8 'P UrAKIT SHALL.BE Or Ill. soccir IFD Mlliit"F ADF::. 5' F'.I pI try A'I'.S'•l.1.I '�f IHSIAl IfO ,IH141Hi':AfI r INT I:) ALL IEII',1'AI•,t NNW' MEHP.ETIS TO Rt l'NII ItA")"'.1• I1' !" iHlll"f if')IAIFPAL PP11flK"I"E. �1/A M1f1 SPECIES, AIA In MA4WJM MD[ST7PE COOTEWt 3A SUCH THAT IHE JO11rT BPALED 0, E17HEM 3:R" -MITP 9LIMJ30 SHEA111113, 112" fAl ItlSf&LLAtI5II AUD EPEC11:dI f THE X755. oE.0 I.FUT AIC IS OF HI,3EP ALLOWABLE SIPESS'JALUE S. All AALUES USED B- FCP CHCPG SPLICES APE NOT PECO141EIIUED TO�CC'_IP IHI11- OPINALL OP BPACIIIG MEMBEPS SPACED 1G' o c IMA/,. 7EWGPAPI BPACIIIS 5e,QJLG BE DOIE III ACCCPCAUCE WITH fOP DESIGN ARE BASED OU THE LATEST EOITIDN C,F THE Un- CIPECTL_I ASUIE A BOTTOM ••_HpnC•SPLICE. '.'/LESS N'J TEO OTIERWISE '_LPPEII7 TPI BPACII�AIA EPECTIGIT P-'BL I:All IS. T(DUAL DES GU STAIIGAPDS OJBLISED B+ 711E f1ATIOUAL 7t )-2C1)0 APPROIAL trJWERS. .'BC 2342. FHA TCB 2014, SBCC 11�� ALL CCMPPESSI_'•N CKQ0 MEI.kIEPS ASS''-WEb TO BE CGIU IIr_p75L 1151 THIS GESI TI FOIFOPMS TO CJPIEHI TPI DE 5I SIT SPECIFICA- FODEST FROGVC7S ASSOCIATIPI 7251. BOLA FILE 96-t25 BPACEG 81 EITHEP 318- 'MIH.1 L.1!:w•D SHEA7H1115 1/2" TI UIS FCP METAL RATE CU►ECTEG WVD TRL-.SES fHG 21 THIS DESIOI IS BASED p1 CLAP/CCAAECTOP PLATES G1L1 BI THIS TPUSS HAS PEEtl OESIZOIEO F p THE LCADII16 SHOW :MI N.1 On I0ALI 1A BPAC 1'16 HEMBEPS 5PACE0 A7 16' P._. UJALIII SYMID GS F:5P TPUSSES. 3! Cot1ECTOU PLATES SIZES APE BASED OlA AXIAL FOPCES OIL1. 711 THIS OPAIIIUG. IUSTALLATI511 AIID USE SHALL CCIFOAW 'MA/!. UIIESS I17TE0 OTHEPNISE. f6! ITO IEMaEP GF THE TPJSS MAI BE CUT GP PUCIFIED ITT RIII MAI 4! COxE DTGP PLATE SIZES APE CALLED OUT WIGTN .ACTr55 SLOTS: WITH THIS DES/3T1 f2i 11W)ICA lES BE AP 1113 LOCA7I C•11 17! SPECIAL HAIIDLIIM CAPE SHOULD BE tWEN DUDIN5 SHIPPIIr?All B'1 LENGTH fALOIA SLOTS! AIA THE OPIEFITATION OF THE 9' THIS DE St:-II IS APPLICABLE T9 SMOPTEP SPAU TPJSSES OF EPEC I0#I OF TPJSSES SEE HIB-91 FOP PECGMMEIW)AIIOPIS CIECIIOff OF THE PLATE LFI#GTM- U C 7 D ItG JUID CDIFIO'JRA11CiH, -CCINFIGIJPATI011 6116 LOAG111G SPECIFIED Br FABRICATOP PEPETITIVE MEMBER STPESSES u0T USED. -AGOITIGIIAL PLATI7IG FOP HMULING TPU55ES IS PESPOTISIBILI7t OF FABPICATC'P- -THIS TPUSS IS DESIGNED GHL/ FOR THE LOADS SHOWN. PPO'/ISIUJ FOP THE PPEVENTIOII OF PG140Ir1G MUST BE MADE AILD IS IIOT THE PESPOIJSIBILITv OF THE TPUSS FABPICATOP OP CLAPf. -ANTICIPATED HOPIZOfITAL MOVEMENT UNDEP TOTAL LOAD - .157' 3-e-14 167 RUN 3-3-2 5-2-2 6-3-14 6-3-14 6-2-2 5-0-0 RUN 74 135 74 PLF 1-5-14 022z 2x4 #2 1-5-14 7-'-0 321-1 Max Ha191Tt 3-10-3 1290 920 12 765# 943# 0541 844f 683# 12 as 248# •1 4x4 7z5 4x1 T / fy + 174# ex 128# .I 6770 3100 221# 2190 3750 471 o t I C p 59# 3179# rn f^ I p f 13.51 45 I9x7 5x4 ex7 5x5 3x8 :. 3377/ 3x1' 13.51 48% �2 12 6-3-8 6-10-10 6-3-14 6-3-14 6-2-2 5-0-0 20 45 35 20 PLF 7-4-0 32- -0 1-4-0 37-0-0 1-4-0 514# 2200 Forces(L-P) BUILDING TYPE: ENCLOSED RESIDENTIAL CODE: STANDARD BUILDING CODE (SBCCI 1991) WIND SPEE71: 110 MPH MEAN ROOF HEIGHT: 13 FT. TRUSS LOCATION: (Se) area UPLIFT CONNECTION REQUIRED egg rI AT EACH SUPPORT LOCATION, NET WIND PRESSURES BASED ON DEAD LOAD SHOWN BELOW. SEE NOTES 10 AND It ABOVE FOR CHORD BRACING REQUIREMENTS. No trusses: 1 Special Loading; Refer to Loading Diagram Maximum deflection Occurred at bottom joint 04. FASTEN TOGETHER WITH: 2 Members Required Maximum Live Load Deflection of .534' (9/16), Index-.433, (L/831) TOP 10d NAILS 12'O.C. -- Maximum Total Load Deflection of .837" (13/16), Index-.452, (L/530) DOT 10d NAILS 12"O.C. RECOMMENDED CAMBER: .45" WEB 10d NAILS 12"O.C. I n FASTEN AT OR NEAR ALL PANEL POINTS. GE U S'(- 4 3 C W( � DO NOT NAIL OR BOLT THROUGH TRUSS PLATES. CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 37'0' HV-7 SPEC T-16 DWG. # ALPINE ENGINEERED PRODUCTS Inc V�000 2-0-0 LL TC 30 2X6 #1 Os SP ENG. FOR: TRUE TRUSS INC - SOS S 1801 S. GSW PKWY. BC LUMBER PROJECT: CENTEX 3708 A*B DATE: 25 Feb 1993 GRAND PRAIRIE, TX 75051 7.0 OL TC 7 2X6 #1 DS SPZ^ (214) 660-3940 L LL BC 0 WEBS LAYOUT ID: I� � 750 33.33 OL BC 10 2X4 83 SP ADDRESS: SCALE: MEMBER TRUSS PLATE INSTITUTE TOTAL 47 EXCEPT AS MAY BE NOTED 1/8 n AI `I' 1 A4H1 1't 41x1 IP D•1 '11,31111 II�t11WNA.1,111{' •I'p'11N�11111'. .1.11 "I I""! X111'•tNtl l"I'� 1 .Il 1'� All 11'1`.f•A4'""n 'II IM^11. .ntll lig I'1 •n I111Nr1�'.l r 11. 1111!1'All'.IA111'AI PPt 11 V. AlAll 1. x1111 I AM 1'11A YAfiIY.M 0)1-1102. L31lll tll 'A•'I i11-1 1111 f1I... 1�1iAl 11.1'.IIng111 1.}f .NlII I'1.M 1'M1 ,ll A1.1111'. 1,- SA' Itl'aI AI I.1 VAT A/A.l PIC11.^l'A IlA 1x1.; 111'4.ftA 111. AIM. 15 r.F f11SHE- RLLJMRBI,E SIPESS {AWES, RLL ARLLITS tISE0 I, 1:4'CIKAIG.IY ICES All[ 1111[ I'E''W4 nDEL• 16 C"".MI lNI11 Gn.NRl 1. 1"*11,; ✓'A'':ED 11, o [ [NAI , TFwl:P-P.a—clfl�5.nY.Rt7^OE ow& it,AC::f¢'.clx.( NI71r FOP OESIFt APE BASE0 W THE LAIESI EOIf3Jq� f1f IIA- OTPECILI Ael/E a 90;Fv-CnDPD SPLICE. '.aA FS$H0tE0 ahfPM J>E CUPPE111 TPS 9PACIn5 ANG EK-11 4I P•_SLICA11 1r , T TOTAL GES I31t StAtIDAA1G5 P'JBLISnE0 eF TI$t1AT10"AL ,l +-7..0x. APPP?/Al iF�HBEHS ..&: 23-2, FNA. 1Ce 21t-. SB'_C 11: All C�tAPPE551:^11 C,Y.ta(HFI.ATFPS AS WEG 10 PE [G11TIWL`I<t Ifs) 7lTIS GESTC+I Cotwo"T:.C'PPE11T IPI OES15tl SrECIfiCA- FOPESI Pap000T5 ASSGC JATtOI 7251, eO�:A f{LE 06 125 BPALIG BI EIn1En `17 R" 14111 ; CL lli -4I SfK A(H1N(: 172" TIGN5 FCA NECK PLATE CAMIECIF,G IAI".A 1c1'SSFS PAC 21 INIS OESSO/1 {S BASED(Ill`LAP{C5ti/EC/0P RATES C?4-1 PI I'ITS TP•,ISS NRS BEEP GESHOIEO P— WE LGAI)PIG SNC Mt) 'Hill.) D1a101,0 Op BflACI11G NEHP.EH5 SPADED AT 16' 0.c. WALlt1 SIAl10APGS E}I [PUSSES. 3? CCITT IECTCA RATES SIZES APE 9ASED all Af TAL POPCE5 Ot ILl, ';7N T1415 WAMfl1G. ItISTALLAT1511 A11C'ISE SHALL Ll14W!�H 'NAF', IJIKE55 110tE0 O(tlEPn[`iE. 161 14 HEHBE-:01 THE t JSS HAI BE CUT DP tr3C(FIEn IN All MA,. 4! COPSAFMA PLATE SIZES APE CALLED OJT iIDTH /ACPGSS SLOTS;• MI TH TH3S DESK{! 12' 11CI-AIES BEAP1113 LDCAIMII f7) SPECIAL HWAL711D CAPE SHOO(.0 BE IAkEll W-1,13 SN1-1112 WD BI LEPSTN fALoIY SLGTS! A1&tfE OPIEIITATI914 GF TtE 9• (1115 DESI:-I IS APPLICABLE TO%0PIEP SPAR ?W-n5ES OF EPECTICN DF TP•JSSES SEE HID-91 FOP PE.'C^ /OA7[IXIS T 1 7 i T HG IGEMTICK LOAD_JIIG„�ilA C_WIF 1G,_�,LIGN __,� •��_�__ -C.O[IF[GURAT[L•tl Aldi t9AD]!1G SPECIFIED Bi FABAICATW f -PEPET)1IvE 14EA1BEA STPESSES IIOT USED. -AODITICAIAL PLATIIIG FOR HA?rLIIIG IPU55ES 15 PESPISISIBILITI OF FABPICATGP. RllM 3-7-8 3-4-8 3-6-0 3-5-03-4-9 3-7-9 RUN t5fi.5 1-5-14 #2 •2 *2 r 02 1-5-14 74 7d PLF Max He1gAt 3-10-3 7-'-7 14A-0 i290 1290 12 p+� 6 545,1 583/ 5464 5+ S \\ 24,0 1 ` 2y 2,}3 4�g f 23* f 231 M y b I 0 i 55* 562* 1580 562* 550 m m 20150 20151 �1 I i (3.51 T9r 13.5)79k 3x4 3x4 3x9 Site 3xg 45 20 20 PLF 7-0-0 3-6-0 3-6-0 7-0-0 7-h-0 14-b-0 02 *2 5140 514* 1-4-0 1-4-0 21-0-0 FOrce3(L-A) BUILDIN CODE: STANDARD BUILDING CODEOENTIAL(SBCCI 1991) WINO SPEED: 110 MPH MEAN ROOF HEIGHT; 13 FT. TRUSS LOCATION: (Se) area UPLIFT CONNECTION AEGUIRED: 994- AT EACH SUPPORT LOCATION, NET WIND PRESSURES BASED ON DEAD LOAD SHOWN BELOW. SEE NOTES 10 AND 11 ABOVE FOR CHORD BRACING REGUIREMENTS. No trusses: i Maximum deflection occurred at bottom joint i3. Maximum Live Load Deflection of .184' (3/16). Index-.262, (L/3370) Maximum Total Load Deflection of .288' (5/16), Index-.274, (L/875) rjrZ�0 s-)-P13 W, CWIfQD CLARY DIVISION PLATE TYPE: Q.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 2110 H-7 T-17 DWG. ALPINE ENGINEERED PRODUCTS Inc V2000 2-0-0 LL TC30 2X4 02 DS SP ENG. rOft TRUE TRUSS INC - SOS S 1801 S. SSW PKWY. BC LUMBER PROJECT: CENTEX 3706 A48 DATE: 25 Feb 1993 GRAND PRAIRIE. TX 75051 7'0 OL TC 7 2Xd 02 DS SP (214) 660-3940 LL 8C 0 WEBS LAYOUT TO: 17 OF Iy 332 OL BC to 2X4 03 SP ADDRESS: t V or MEMBER TRUSS PLATE INSTITUTE 33.33 SCALE: TOTAL 47 EXCEPT AS MAY 8£ NOTED� �_�- � T. ��_ 3/16 'I LtA49ER SHALL PE OT IHE 4M CIt W. MI111NJ94 F AII('1. . 'IUN,.10u I.,nil 'd..II Iri II-15f41110 Snn.f IMI',nil• rnl I`r: n11 I1 r1'•i'.Hl•IMPIT Hi lnq P•I A'::nn 1'• I0 T•J f!Itlllln xl'J'•l 1'Tr IIIDI'Atf 1;1AIEIAL fl-AJlnr MFIMilR 'ire r.11, SPECIES. AIN 19]MA/IWJ4 NOISIJRE LCIIIE11T. OR!;',N IHA1 , THE J01111 T, I:EL F• ElifIt. Jr R" .MNP PL•W'fxl SMEATHI03. 1/2' 141 105rKUil✓I Ai1G ERECT I-.'.44 O< THE 1cyy5, rERM.'.rW rr 1, Anp 79 or MI ALLOWABLE STRESS'4ALUES. ALL 4ALIES USED 6: IC.r CWPO 511ICES APE 1101 PECf,MKIIOEO 10".:'.IP rMllr: ORINALL OP BRACT IM MEMBERS SrACED f0' o C $MA/t. TE14PCPAPI BRACIIIS SHD.XD BE OOIIE 111 ACCC.cs ,_'E W17M FOR DESIGI4 APE BASED dl THE LATEST EOITIOIJ OF It* IIA- GIPECTL4 ABOrE A BOTtDM 'IrpPG SPL I"E RILESS trOTED GTMFPWISE CUPWIT TPI 9PAClrr,AIG ERECTIOTr PJBLICATI1i11S. TIOtIAL DESI34 STANDARDS PJBLISMED Br THE MATIO14AL 7r 4-2C 00 APR It_n.BER5 'TC 73A2. FMA TCB 2114. SOCC 1t: ALL CC•Mr.PESSIC41 CHI.-RD MEMBERS ASSJMEG TO BE CCN7ItILID'JSL951 THIS DESIGN COt6DPMS TG C'FPENI TPI DES Sir SPECIFICCA- FOPEST PRODUCTS ASSGCIATIOtI 7251. BOCA FILE R6-127 BMACFG Br EITHFP 'f;fl" xIN.; PI•NiIGO SHEATHII* f/2' TIGfS FGR METAL RA;E CUXECTE0 WODO iPL•SSES A'C 21 THIS OESIQI IS BASED DII CLAar CGIeECTOR RATES GA.+ 8) THIS 7R'JSS HA3 BEEP DESIGIIED FCP THE LGADNIG SHOW TWO 1 OR.W ALL OR BRAC I1rG MEMBF PS SPACED AT 16' D C. OUALITr SIAtIDAPDS FOR ;PUSSES. 3! COxECTOR PLATES SIZES ARE BASED 011 AIIAL FORCES MCI, OTr THIS OPANIIIG. I11S1ALLA TICT1 Artr USE SHALL Cf44FOPM 'M Aft. UIILFSS VOTED OTHEPNISE. I61 IID f4Et4SEP or THE TRUSS MAI BE CUT On IAOr•IFIEO III ANI NA. 4! 0EC;GA PLATE SIZES APE CALLED 'IT NIOTM IACRGSS SLOTSI KITH THIS DE 51i I I2: � 111L17CATE$BE AR 1113 LD'_ATIOn f7! SPECIAL HArgL]113 CAPE SHOULD BE TAKEN DjPItt3 5HIPRI IA AtID 84 LEtrGTn IKpM SLOTS: A/ID THE OPIENTATIOit GF THE 9; TM IS DESI C-r4 IS APPLICABLE TO SHORTER SPAM TP.ISSES OF EPECTI Gfr OF TRUSSES SEE HI8-91 FOR fECC.iME1AAI I DrtS CALL J c i cF r NST G Hr c a D T G NG caaF f_as+AT LDu -CC11FIGURATI011 APG LOADING SPECIFIED B(FABRICATOR -PEPET I TIVE MEMBER STPESSES IIOT USED. -ADDITIONAL PLATING FOP HAIIDLItIG ;PUSSES IS PESPOtISIBILITc OF FABPICATOP. -THIS TRUSS IS DESIGNED ONLe FOP THE LOADS SHOWN. PPOVISIOIJ FOP THE PPEVENTIOII OF PGI1DItr MUST BE MADE AND IS NOT THE PESPONSIBILII( OF THE TPUSS FASPICATOP OR CLAPV. RUN 4-7-8 4-4-8 3-0-0 4-4-8 4-7-8 RUN 1-5-14 1-5-14 74 PLF Max Height 4-10-3 12 5 Q 6 273# 2730 5� 4. 4- 12 Sx.S_ 322# 3220 1600 160# 0 f .\ 860 1190 1190 860 T 1 9600 960# 13.5136X 13.51 381 5x6 3xB 3x4 3x4 20 PLF 9-0-0 3-0-0 9-0-0 1-4-0 1-4-0 Forces(L-P) 21-0-0 �yBUILDING TYPE: ENCLOSED RESIDENTIAL CODE: STANDARD BUILDING CODE (SBCCI 090 WIND SPEE7: 110 MPH MEAN ROOF HEIGHT: 13 FT. TRUSS LOCATION: (Se) area UPLIFT CONNECTION REQUIRED: (030 AT EACH SUPPORT LOCATION. NET WIND PRESSURES BASED ON DEAD LOAD SHOWN BELOW. SEE NOTES 10 AND 11 ABOVE FOR CHORD BRACING REQUIREMENTS. No trusses: 1 Maximum deflection Occurred at bottom joint #2. Maximum Live Load Deflection of .069' (1/16). Index-.098. (L/3652) Maximum Total Load Deflection of .108' (2/16). Index-.103, (L/2333) D CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING IPSF) TC LUMBER TRUSS: 21'0 H-9 T-18 DWG, # ALPINE ENGINEERED PRODUCTS Inc v_2000 2-0-0 LL TC 30 2X4 #2 N SP ENG. FOR: TRUE TRUSS INC - SOS 5407 1801 S. GSW PIGMY. BC LUMBER PROJECT: CENTEX 3708 A+8 DATE: 25 Feb 1993 /OF GRAND PRAIRIE. TX 75051 7.0 OL TC 7 2X4 #2 N SP JV ZD (� (214) 680-3940 LAYOUT ID:L LL BC 0 WEBS tN' 244 OL BC 10 2X4 #3 SP ADDRESS: SCALE: MEMBER TRUSS PLATE INSTITUTE 33.33 TOTAL 47A tI EXCEPT AS MAY BE NOTED 3/16 IlY - SPf CIf SEG YIIII tY,N4 fAdpF$, ti• :'ANM'llq 1`1 tIF',"Tell PI lllvl Al illi S+INIK IIII^_p\1 SNI 1t1: All 1("11'.1'41""Oil',IAF INP(PS A'.S:NK It IM PF C'✓ITIIaNI'.I'A 11! ilxll:AIFS IAIFPAL POLI 11 I1.IK IKif T. I/4 II I11 I LU00-SHALL @E (IF TsIE I SFf CIES. 1110 19%MAf IMIB1 M:II%ItKff L311If NI, ]O S'J I, 1,,A1 U1F .1a 1117 RnA1'I L H+ I I I )/n' JUU' 1.1�Kbrit'AW Ab+iT 13, 1/:?' I,P 11151 Ail A1111 NII,Ildl_1I'll[4f 1NF 16•.145, FI I•HAWIri, M0. IS uF HI5MEP ALLOWABLE AIPESS CALVES. KL IALUES If eL: IDP C,,,r4NG SI'L11'.ES Alf 11(11 Pf!;:a WUOCG 11,!l.ct -Il 1.11, 11 •wAll ,'AI BPA�Ill: HEFISEPS Svdr'ED /0' v e NAI!. If FW'CAAPl BP4t IU3 SHC+JLt•BE 00'IF IH ACC FWAJp_E w11H FDP DES I C41 0.4E BASED dl THE LATEST EDITION CIF THE EIA- DIAE'-'il.� a0D/E A BOTT;M'11pPG SPLI'_E. Ln4ESS 110TED 57r EPWISE -UPPEUt TPI BPAIVG AIG EPE-TIT vIBL I_a T I0"S. T tOUAL Cf 51 Gt1 STA"E'APDS P. -ISHEO B1 THE IIATIOML I J-2'0C APPPO:AL If N4PEPS ;'BC 234:. FHA I;:B 2114. SMCC lift ALL CCllPPES51C•U CM,PG MENREFAS ASS'.x4EG TO BE CGUTIIYA•JSL�151 THIS GEST.II CdsDPH5 75 C'JPPEUT TPI BESI SU SPE•-IF1_A- EpPEST FPpDU[TS ASSO[IATidt. 7251. BDCA FILE 96-125 Br ACED B/1,1 TIIFP 3/B" MSU.; rL eW.(i0 SHE A7HIU5 1/2• 7RA6 FOP METAL RATE :CAIIIECIEr, W 50 TPL•SSES XUU, 2I THIS OESIfAI IS BASED dl[LAPI [C4AIE[7 di PLATES CAq+ PI THIS TATS HAS BEEU DESio1IED FfiA THE UiapliWl SHOWt1 041N.1 GP.W 0.LL OI'BPaGuG MErIBEPS SPACED A7 16• C. OVAL IT/S7 A1pAPD5 FUP iPUSSES. ]I Cd71ELt Cfl flIATES SIZES 0.PE 80.5EG QI"IAL FOPCES diL/. all THIS OPAWIIIO. TUSIALLATI511 NIG USE SHALL CGSGIW4 ;NAI!, UILESS IgTEO OTI(EPWISE. i6! UO 14EP40ER OF THE TPJSS MAI BE OJT:P MODIFIED IU All' "Ae. ,B CdaIECTGP F'LATE SIZES APE CALLED TJT WIDTH (ACPOSS SLOTS! WITH THIS DESIC41 17; UIDJC TES BEAPIIID LOCATF^41 11! SPECIAL HAUDLIfe CAPE SHOULD BE TAWEU G.FIUI S1IIGOIDi• eu0 B+ LETlSTn IAIdG SLOTS• NIG THE OPIEUTATION Of TUE 9. IRIS DESIfI4 IS APPLICABLE 10 5npP7EP SPA11 TP'JSSES OF EFECTIdI OF TP•JSSES SEE HIB-91 FOP PECCf*4EUCATID"S SIZE C JT WI 7 T NGTn f{IIT i[AL LOADj71G�ID_Ca1F�GVRfIt 11. -C.IIFIGUPATIDII Air,LDAGITiG SPECIFIED 8f FABPICATOP ADDITIDHAL PLATIIIG FOR HAIIOLING TPUSSES IS PESP011SIBILITf DF FABPICATGP. RUN 5-6-4 F 4-11-12 -.- 4-11-12 - 5-6-4- _ 'RUQ 1-5-14 1-5-14 74 PLF Max Height 5-7-3 F� 12 jX,7 D �8 3604 1 12 3780 \'\ 3780 6 i \ 4. d \ 1930 193• n \ 7n \ \ 660 138• 1381 6611, ` C360# 9601 (3.513831 13,5)3e% f f 5x6 3x4 3x4 3x4 20 PLF 7-0-0 7-0-1 7-0-0 1-4-0 1-4-0 Farces IL-P) 21-0-0 BUILDING TYPE: ENCLOSED RESIDENTIAL CODE: STANDARD BUILDING CODE (SBCCI 1991) WIND SPEED: 110 MPH MEAN ROOF HEIGHT: 13 FT. TRUSS LOCATION: (Se) area UPLIFT CONNECTION REQUIRED: 63(>1 AT EACH SUPPORT LOCATION. NET WINO PRESSURES BASED ON DEAD LOAD SHOWN BELOW. SEE NOTES 10 AND 11 ABOVE FOR CHORD BRACING REQUIREMENTS. No trusses: 8 Maximum deflection occurred at bottom joint 82. Maximum Live Load Deflection of .069' (1/16). Index-.099. (L/3652) Maximum Total Load Deflection of .109' (2/16), Index-.104, (L/2312) � E -- I- 3 WIrz u � 9 �t� C ND ) f.,,4 CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 21,0, COMMON T-19 DWG. 0 ALPINE ENGINEERED PRODUCTS Inc V�2000 2-0-02X4 02 N SP ENG. FOR: TRUE TRUSS INC - SDS 1801 S. GSM PKWY. LL Tc 30 BC LUMBER PROJECT: CENTEX 3708 A+8 DATE: 25 Feb 1993 GRAND PRAIRIE. TX 75051 7 0 DL TC 7 ZC 1214) 660-3940 L LL BC 0 2X4 02 N SP �L10F MESS LAYOUT ID: MEMBER TRUSS PLATE INSTITUTE 188 OL SC 10 2X4 i3 SP ADDRESS: �VI+V SCALE: 33.33 TOTAL 47 _ _ 3/16 (� EXCEPT AS MAY BE NOTED rJ ..----E' _._IO.IS ---_---_..---- P _--..�— 1,'LUAPER SMALL OF O THE SPECIFIED NIIII wJAt Cp\DE$. 5! ��Ip W!IDP nI.L iFS Su\ll PF It15 T\L LFO S�MN:.iPI'.AI Lr 011 17: All IE1151!YI CH[MO HF 4'E L55!1MEG IG BE CAtl flpxl'ISL 13! IIIOI`ATES LAtEP\L @ L"ItV 4EMBE. r11A �— SPEt1ES, AILD 1u MAFIVJM MJIST'JPE COt1TEHT. On SJCH THAT THF y)0.1 RRA Cf C,B'EITHER-1/B .MIH' PLIWOOD SI£A7 IIII, 1/2' 141 IIISTALLATI:AI A11D ERECTIFAI CL THE 1GJ55, PE FMA!EIl t, ATG IS GI H1WA ALLOWABLE STRESS +ALOES. ALL IALUCS USED 0; IC.P CHIFPG SM VIE' APF 110t IY^.;.IWfrIDFC. 10 C�!:•— (Hirt: OR WALL OR IWIACIIKry Mr Mnr SP ACEO TO' P t IMA/� tF IM'CPARr BRACING SHC/JLO BE Ofxf iM ACC!RGAlta M11H FOb DESIGII APE BASED ON 111E LATEST EOITIOII OF THE IIA- DIPECII.r ASUit A LWIITGM CHUP11 SPtt'E. '44,FSS 1191ED OTHERWi SE CIPlflli IPI lW+AC IIY MD CII[CTi GI PJly 1CAtI SIM. T 10HAL PPODUN ST AIUAPDS PJ81.iSHEO B+ irE r1ATI01Al 71 V-2000 APPMJVAL Ir-n10EPS; ;rer 23eJ FMA ITB 201A. S@CC it) ALL CI'�14'PESSIN)pWiPO MEr.10ERS ASSUMED TO BE CGHitr4-JO'JSL''79i THIS GESIGH COIfOqu5 T�C:PPEHt TPI OESTIYI SPECIFICA- FOREST PRODUCTS ASSOCIATIOI 7251. 00:A FILE 06-125 BRACED B.EITHER 3/B" 'MIH.) PL+W000 SIEATMlf* 1/2' TIGIS FCA METAL PLATE CCAW£CTEG 401-0 TRUSSES Atlfi 2) THIS DESIC44 IS BASED 01 CLAP+CGISIECTOR PLATES FAIL+ BI THIS IPJSS NRS BEEN OESitttEO FGR THE LOAOOIG SHOWN :411.1 Dn!WALL OR BPCCIIIG MEMBERS SPACED AT 16- D.! DUAL17+STLIUAPOS F;A TPOSSES. 31 COfiECTOR PLATES SIZES APE BASED O/A/IAL FORCES OTIL+, Ott THIS DPAWVG. IFISFALLAT1311 ArID USE SHALL CCHFCP MAFr. Un LESS HOTEL)Ol1EPW1 SE. 16r 110 MEMBER OF THE TRUSS MAI BE CUT CA I#XIFIED IH PI+NA., 4l COIx£CTCA PLATE SIZES APE CALLED OUT WIDTH (ACROSS 51.01 01174 THIS DESIGN 12r ® IIIOICATES BEAPHW LOCATION. 17? SPECIAL HAtAxltxi CARE SHOULD BE TA✓EH GUP111G SHIPPING Arlo 0'+LENGTH IAL OIG SL OT Si MU tf1E OPIEfITAT10N GF ifE 91 THIS DESICAI IS APPLICABLE TO SHWEP SPAM TW..SSES OF ERECTION tF TRUSSES SEE HtB-91 FOR PECOMMEwAT I ORS SIZEC 1 TI FIAT. GEt1TICAL LOADING AtID COIFIG!/RATIGII. -CGIIFIGLIPATICAI AIA LOAD I1G SPECIFIED BV PASPICAtop -REPETITIVE MEMBEP STRESSES NOT JSED. -ADDITIONAL PLATING FOR MAIALITIG TRUSSES IS P£SPONSIBILITF OF FABPICATOP. RUN 1 4-2-0 4-2-0 —T RUN 1-5-f4 1-5-f4 Max Height 2-5-3 74 PLF j 122 12 285# 6 I / 4x7 6 V" 246• 139# rn r I N 23# 570 24# IT PI 6320 1960 1 !3.51252 13.517% 3x4 a+ 3x4 20 PLF L 2-1-12 1 3-6-8 1 2-7-12 ( 1-4-0 ( 6-4-0 1 1-4-0 I Forcu 4-Rj BUILDING TYPE: ENCLOSED RESIDENTIAL CODE: STANDARD BUILDING CODE (SBCCI 1991) WINO SPEED: 110 MPH MEAN ROOF HEIGHT: 13 FT. TRUSS LOCATION: (Se) area UPLIFT CONNECTION REOUIRED: 404 AT EACH SUPPORT LOCATION. NET WINO PRESSURES BASED ON DEAD LOAD SHOWN BELOW. SEE NOTES 10 AND It ABOVE FOR CHORD BRACING REQUIREMENTS. No trusses: 2 Maximum deflection occurred at bottom joint #3. Maximum Live Load Deflection of 0" (0/16), Index+.01, (L/37125) Maximum Total Load Deflection of 0' (0/16), Index-,01, (L/0) D aC-U s-f-q3 .0 CA C w I QD) � CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 8'4` COMMON T-20 DWG, III ALPINE ENGINEERED PRODUCTS Inc V2000 2-0-0 LL TC 30 2X4 A2 N SP ENG. FOR: TRUE TRUSS INC - SOS �5 1601 S. GSW PKWY. 6C LUMBER PROJECT: CENTEX 3708 8 DATE: 25 Feb 1993 GRAND PRAIRIE. Tx 75051 7.0 OL TC 7 2X4 #2 N SP ro (214) 660-3940 LL BC 0 WEBS LAYOUT I0: V F Zo MEMBER TRUSS PLATE INSTITUTE 128 33.33 DL BC 10 2X4 03 SP ADDRESS: SCALE: Q TOTAL 47 EXCEPT AS MAY BE NOTED 3/8 r APR - 23 - 93 FRI 13 : 22 TRUETRUSS P . 02 TRUSS TIE DOWN STRAP • Pro+dda&Mlonol ineroeeod ruMance a wind u01t to some ronon&M uueea a wd nud&lop pktoi or concrete de bmu PRODUCT UPLWT NUL PER so CODE QAUOL 1.3101. 11CNEDULE CARTON 22's H" VOL1300 1-16d x double 21 NDPW is IL 16X 10.16d ?a $eo Qerww Note 11. sorbet Strop MOP 18 i