The URL can be used to link to this page

Permit 1498 Linkside Dr (vault) ADDRESS /�9 a BUILDING PERMIT NUMBER— INSPECTIONS: FOOTING UNDER SLAB PLUMBING SLAB -S-I�' 9 FRAMING COVER-UP INSULATION c) FINAL BUILDING -7- CERTIFICATE OF OCCUPANCY ELECTRICAL PERMIT # CS INSPECTIONS ROUGH FINAL 7- q - MECHANICAL PERMIT # tj 3 PLUMBING PERMIT # NOTES: CSTY OF ATLANTIC BEAC p PERMIT APPLICATION REWDEL, ADDITIQNS, OR j LTW21ION•S MOVING,DEWZXTZCKS City a� �tVa�lic owner(s) : t3u'tl in and z""1110 Job Address 1 4X11 LI NK51 DE bre Phone sa) - soZlp� Lot # Block or unit # Subdivision: pr2s:s�ft�E �ul�.bE25 +. Contracto r• CZ-F_MI D-6 E L C- i I N(_ State License # Cb C 0569 Addresa:oZz (U1 P Q&A22E 5T Phone No � o l-((p u01 City NEP:ju N.1 _ �'Jr-,kL14 state r-7L Zip PC?& Describe work to be done: U N-1 L �► �� ________ C $u�uO ,�_ I b Present use of building S( I�l(sLE F(_c to I L`f LA.)E U l ,4 Valuation of Proposed Construction:_ 4 Proposed use: Is this an addition? NQ If yes, what are the dimensions of the added space: ft. X ft.' Will the added area be heated and cooled? New electrical (or increase) ? New plumbing fixtures? New fireplace? New Heat/AC?� 502=7 zffitss (CCMaWCZAZi ?fro (li SZZ23MZ") CCNWZX'= =28 OF' pt"S, I'llITUDZM sz= Fx", SURVaz, xWevar Cam avimaa, IfmIrcr 0'r AM O'M11=/covTx&=oa Jl2♦7!TmavZT, IT QIIIlJCR Z9 CJ rZitAC T01t. signature OWN*: Date: (o. signature CONTRACTO Date: LP '• b AS TO OWNER: Sworn to and subscribed before me this L T" day of JUtN E 3o24b� NOT PUBLIC- AS To CONTRACTOR: �'�` sworn to and subscribed before me this -1 day ofQ� FP__ NOTARY PUB Af"A(10)Me CM Y^� SHERI D.GOSSELIN yy h Exp.4j� .: :: MY COMMISSION#CC 844654 EXPIRES:October 9,2003 No.DD 014025 � dcBonded Thru Notary Public underwdters Iy 6ersaaly wawa 1 I OrwMf� i CITY OF x*& ctic 'Mack - 7loUu e4 M SEMINOLE ROAD ATLANTIC REACH,FLORIDA 32233.4"3 TELEPHONE("4)247-SM FAX("4)247-3805 NOTICE TO: Water Department FROM: Building Department DATE. 7- 96 - ?L T 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 tc�ce Sincerely, Building Department CITY OF �a Office of Building Official REQUEST FOR INSPECTION Date /6- Permit Na Time d A.M. Received k Job Add ss Gty t- Owner's Name _-- —__-- Cnntractnr — BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing i Footing Rough f7 Air Cond.8 Re Roofing Slab Temp Pole 1 7 Top Out r1 Heating Insulation Lintel Final Sewer 1'. Fire Place J� / Pre Fab AR REINSPECTION MonTues Wed. Thurs. Friday A.M. Inspection Made _ PM Uicppcioi _ Final Inspection Certificate of Occupancy - t? DATE : -7- -�_ _-- PkE-::�EkVICE: LIVISION JACKSONVILLE: ELECTRIC AUTHORITY Z-j�i WEST DUVAL STREET JACKSONVILLE, FLORIDA 32202 THE FOLLOWING FINAL INSPECTIONS) HAVE BEEN MADE AND ARE 6ATI:�FACTORY : -------------- 11171�'S ----- ------------------------------------------------- -- - - -------------------------------------------------- - ---- ------------------------------------------------- ------------------------------------------------- Enclosed are the blue copies of the permits. NC7ELYiNSPECTION BUILDING DIVISLON cc : FILE } TRANSMITTAL DOCUMENT FOR JEA DATE: i t f f The following permits have passed "rough" inspection: 1 Permit No. Address y 9 k 4��4G i r g� x�o6cxta�ex�. Please update your records accordingly. nk ou,�� UIL� Cb CITY OF ATLANTIC BEACH /vcb BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH ATLANTIC UCJICII; It 0111014 32233 APPLICATION FOR MECHANICAL- PERMIT CALL.IN NUMBER IMPORTANT Applicant to comploto all items in sections 1. 11..111. and IV. LOCATION Sftsof AJdsaii. d�CP— And OF WILDING 4 4 11. IDENTIFICATION — To be completod by all applicints In cons;dstot'-on of p4f'n;1 qton for do;nq tho wort as doic6bed In 1ho *bcvo statement we 1%*;oby sq'ite to Fe-le— s4*-d o-i i- .;tk the stischjd plant and h;rh Ar* J pail horeol anis in accordance with lh*-City of JacisonvJ's ordinances 4-,3 sla-ze-:s of good ptacfka 141*d ths,issn' Naar of tAac4aateal c Contractors Name of htp.r+y S.q.stuvb of 0-sker Signature of or Awtheoirt*J Agent Architect or Engineer 13 OTHER CONSTRUCTION ICING Dome ON tj*ctric THIS BUILDING OR 31ICT q 0 [3 Ip C3 Nstvril 0 CoAtr6l Utility IF YES, GIVE HUMMER OF CONSTRUCTION 0 Oil PERMIT 0 0AW — specify IV. k4CHANCAL EQA)I?MiNy TO It INSTA,1-1-10 NATURE OF WORK jrfo"4 campsis#ts list of co;"po"ah on baw),of this form) Realdonlial or f I Commercial J44411 0 SP4(40 0 A0<4t4+J a caftinal O Am* Now Building Air CoftJd;oa;nqs C) It*,a ots Cantrof 0 Existing Building 12 C1 Replacem-eAt of existing system JR Now Installation(No system PtOVIOU31Y Installed) 0 C3 Extension or add-on to existing system C] C-ool;&g lower: cap4clty q'pj%- 0 Other —Specify [] " 9p1rihU4&": NWft1b*? 04f C) Eievigtor 0 C) THIS SPACE FOR OFFICE US& ONLy C] Go"**Pufflp&--(Awn1b4f) 0 T*AA--(aturnbnsij Kemerlt 0 LK [) U46*4 pft"Wre vo" 0 $saw% formi)• Approved by Dols- 0 CAW— SP#dfy Permit Fee LIST ALL EQUIPMENT AM CDNDMONING AND RLFRIGERATION EQUIMENT r&rk&fbjty J►Pp roving Mod4l NuR rnber SUnUfacturer bJ I1-z LL-L— CIVII �fjj// �� //CITY OF �J//�-� •� /�__ T7&#x,4C /3 eacA-0;&ukk Office of Building Official REQUEST FOR INSPECTION Slzl fit/ Iki Date / y Permit No. Timeo1� A.M. Received / / /'ya� P.M. Job Address Locality Owner's �( Contractor Lim` �_ BUiLDlt3 CONCRETE ELECTRICAL PLUMBING MECHANI Framing Footing Rough Wiring �oug ❑ Air Con . _ Re Roofing Slab Temp Poie r Top Out Heating 4 Insulation Lintel Final E Sewer E Fire Place C i Pre Fab READY FOR INSPECTI Fdon. j/ j Tues. Wed. Inspection Made M. inspector_ � Finallns Certificate of Occupanc 6 Date CITY OF ATLANTIC BEACH, FLORIDA a App►owdby APPLICA►TIO14 FOR ELECTRICAL -PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE:_,._ _ / 1q;,...1 IMPORTANT NOTICE: , IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, WHICH ARE A PART HEREOF, AND IN ACCORDANCE WITH THE ELECTRICAL REGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES. ELECT ICAL FIRM: MASTER ELECIRICI&N NAME t -� M ADDRESS:1'1t? 6✓IVti.S'tQ i� RFD BOX BLDG.SIZE BETWEEN: RES.,K APT.l 1 COMM.( 1 PUBLIC,( f INDUS.I I NEW,< OLD t l MEW.t 1 ADDITION( 1 TRAILER ( TEMP.f 1 SIGNS t l SO.FT. SERVICE: NEWIX INCREASE( 1 REPAIR( 1 FEE CONDUCTOR SIZE AMPS COPPER ALUM j!MTCjj OR BREAKER- AMPS P W VO Y EXIST.SERV.SIZE AMPS PH • W VOLT RACEWAY FEEDERS NO. SIZE NO. SIZE I NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL 0.30 AMPS. 21-100 AMPS. SWITCHES INCANDESCENT FLUORESCENT&M.V. FIXED 0.100 AMPS. I OVkR APPLIANCES I I BELL TRANSF. AIR H.P.RATING H.P.RATING CONDITIONING COMP.MOTOR OTHER MOTORS AMPS CEIL HEAT: KW-HEAT 0.1OVER MOTORS H.P. VOLTAGE PHS NO. IlI.P. VOLTAGE PHS CITY OF CITY OF Office of Building Official Office of Building Official REQUEST FOR INSPECTION ZQUEST FOR INSPECTIO -/,_q —,9,V Permit No. U 1 __--. __ Permit No. A TimeA.M. P. Received /f rr 10*-5"— P.M. r, .5',� 42 - 4�� Job Address Locality Owner's ` _Contrac " Name __ _. Contractor �� -— BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL ELECTRICAL PLUMBING MECHANICAL Framing Footing Rough Wiring - Rough Air Cond.& Rough Wiring Rough Air Cond. & _ Fr Roofing Slab Temp Pole _ E Heating Temp Pole Top Out U Heating Insulation Lintel _ Final evrer Ci Fire Place Final v Sewer Rre Place C Fre Fab READY FOR INSPECTION Pre Fab READY FOR INSPECTION A.M. `'°1 QAMTues. Wed, Thurs. Friday _PM. Wed. Thurs, d. M. A.M. inspection Made P.t . — RM. i Final Inspection u Final inspection Sr Spector Certificate of Occupancy,'--,, Certificate of Occupancy E t� Date _ Date ��/f //CITY OF /�/� i�I� #d4C 13 e44c4-"tf�' d Office of Building Official REQUEST FOR INSPECTION Date �^��3 Permit No. Time , A.M. Received /S P.M. Job Address r Locality Owner's Name Contractor BUILDINGCONCRET ELECTRICAL PLUMBING MECHANICAL Framing E ng ❑ Rough Wiring ❑ Rough E Air Cond. & Re Roofing ❑ Slab Temp Pole Top Out C Heating Insulation Intel C Final Sewer ❑ Fire Place Pre Fab READY FOR INSPECTION A.M. tGlon. Tues. Wed. Thurs. Friday P.M. v /�-- CrS Inspection Made P.M. inspector— /451*' Final Inspection Certificate of Occupancy G Date _ _ � 3eaa DEPARTMENT OF OUILDINGI CITY OF ATLANTIC SEACH .; RMIT INFORNAT - ----__ . �,�. � . . LOCATIO0 INFO ATIO1!I - --------- 832$ Address, lB' LINRIbB DRIVE - 'S*TLL?MBINC " ATLANTIC, BRACH, FLORIDA' I of 'Hoek` NEW ---------- LEGAL bRSCRI'FTIO „r__.._. --- � C > tr Type: WOOD, AW 'Lot10 o f ti c+n : tNc L tr hi T ; . RNG; 0 I 1 1 Ccl P 8 + '" SBLz , LRRI�I3B '80,til�atcsxi , value-, M00 ee '. I �a. B1'NOLE n , ame 'PERMIT I T $:60 . 50 � AcQ R, FL NII�A 2 3 s� IMBA�� E 0 ,00 " ; T TAS ' � x R» 4 "CRfA 4N _ - IRAItAN "CAS ' SO q # N . ; 'LU2�B IPI CSF I" A IM tCVR S0 .00 M :l N : BLS' B" RIR _'f",Ap '!'pp '4 4 Itt3St 'Cdfl�l "IN ,Qt. . "—ACT, �` E COfS"F. RC`FIAaE $ fl H0Tt`S: { t N©tlCl `=-AIL :4CJNCP E _gLLPOR�V!>$AND FOOTINGS MU$; $j!r"$ftcTab 811 F`O* *0t t,NG i PERMIT VOID SIX MONTHS AFTER DATE;OF ISSt1E BUILDtA{G MATERIAL;,'UM iiSN AN15 tJERRiS FROM THIS IN©RK M6'St N©T.BE PLACECi IM FUtE3LIC t�RACE ANQ MUST BE { CLEARED UP AND HAULED AWAY BY eITHER CONTRACTOR OR C?Wf�ER {L TNPk HE,I�EINC'TW �CHANIOW t�4N`'LJ� Alf � �► L.'Ti �N k ` ? CC RC7777777 x tG TO,A I ROV b PIANS WHtCti ARE.PART OF THIS PERMIT AND SUBJECT To, "REvt)CigTEON FOR N OF 4RLICAOi r"O CfylBif}NS Of LAW. 17 AtLA71 $EACttt'ttttNG DEPARTMENT !IQ !il1El�l1 �I�I� ,+{ x a- .. 8224 77 00 793 00000m, 00102 � _;. PERMIT INFO T 0N _mow.:.... ,.�� ..,� SOCA%ON` r��0> �T�O>� . _.._ ... � AddretI x> atsDDRIVE P�arlrii t BUILDING ' ATLANT C BEACH, FLORIDA 32243 C tr, Type: WOOD FRA1�1 z of s 155 �'ZIo6k Sects : 4o'sod Use, OTNOLR � 'A L Cs r sips R td. fi l:fngrs: 1 �a ; 0 Subdivi:s3tri: , ��:LVA �LIPTRS�UR �rstft+ d Vlua� . � IaravCost : -00 un 213S. 36 14 F �r ITC LE FAMILX RESTPUCZ pJR N5 HSF-r335 TION APPLICATION .FIRS -,...«. . PERMIT X00 OIRT ORIVR� SOUTH ST1IAOT, 'RR33 s r FL .32215 , #` FEE 4 I RA (AS_H.R.S. $6. 34 FORMATIONw �_ RADON :CAB 5% 0 . 3 4 ..,... 14.we. 1 `f A ESTATE CAPITAL IMPROVE. _ .._ $325.00 E ZW T _ . ,w�,.. . .00 . JACKS LLE, FL. 32215 HYDRAULIC SHARE $0.40 ( ^N 433 3,4 Type:, "Sr 4 T FEE "RTES, ip Ta NOTICE—ALL CONCRETE FOAMS AND FOOTING SMUST 8P F.NSPECTED BEFORE POUAINti PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE * WILDING MATE'RIAL,RUSSISH AND 0E8RIS FROM THIS WORK MUST NOT I'3E PLA Ei7 IN PUBLIC.SPACE,AND h CLEAR` -UP,AND HAOLED AWAY S.Y.EITHER CO,NTRACT6 OR OWNER ` ,'TAIU E T4 COMPLY WITH THE MECHANICS' LIEN LAW CAN I' AUL PERTY OW SAYING TWICE,I=OKSUILO NG IMPODVEMENTS." ' • SU£O ACCOi PINI ,TO APPROVED PLANS WRICH ARE PART'OF THIS PERMIT ANO SUW CT`TO REVOCATION FOR #._ ; t1G?LI C�NUP�APPLICASLE PAOVIS1O4$,OF-LAW. , { Al'I,AN iG 8EA AR- Mg,* tCEA'72 ltw 1 I: }r, . ei C11 Rcpt a 004%55 ,3 7b 2 3'702- 3.702 3.702 A CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET Address (2`71= Date Heated Square Footage 133 J @ $ per sq ft = $ ge:5 "� 2 S Garage/Shed - @ $ per sq ft = $_1f. Q Carport/Porch 2 @ S per sq ft = $__ Deck @ $ per sq ft = $ Patio L_ @ $Ll_per sq ft = $ Q TOTAL VALUATION : $ �/L �}9 g1, q 9 q 2160.00 $ Tota Valuation 1st $50BOG ,3l, 94 9 1:28,0c $ 123. 66 Remaining Value S`f. per thousand or portion thereof TOTAL BUILDING FEE $ 3 10 a + 1/2 Filing Fee $ 0 — ( 1 ) Fireplaces @ $15 . 00 $ /S',o BUILDING PERMIT FEE $— _fi5 9` , 00 WATER IMPACT FEE $ g336- coo SEWER IMPACT FEE $ ©,v C-0 WATER METER/TAP $ , CAPITAL IMPROVEMENT $ 3 2 S"D C1 SEWER TAP $ (1335) RADON (HRS) .0050 $ G,, 3 rf , 3`� SECTION H PAVING ( ) $ b HYDRAULIC SHARES $ CROSS CONNECTION $ 3 1a 0335E SURCHARGE . 0050 $ -OTHER $ GRAND TOTAL DUE $� 735. ADDITIONAL PERMITS OR FEES: Mechanical ; Plumbing Electric/New Electric/Temp ; SwimmingPool Septic Tank Well ; Sign Finish Floor Elevation Survey Other CALCULATIONS and/or NOTES: . i CITY 4F ' ?ROASRTY .pESCRIPTION Tuc44We. Fe4d,s - 76,raa .L 7160CEAN BOULEVARD .Ot o j_ __Black •_______Section P.O.BOX 25 ATLANTIC BEACH,FLORIDA 32233 Subdivision: SE's v �� TELEPHONE 1604120-2495 Street flume �� • DESCRIPTION OF WORK fr Address:_--- --- - It in a FLOOD HAZARD 'lood Zonesx �___eres Brief t = M Description# � `� _2e_S F.p R 15 1994 Class of Works , I� � Building :OHING INFORMATION Buillding and Zoning Type of Q ConstructionsS zoning _ Proposed ►istricts------- UsefEstimated Value 9_N,M______________ :xceptions or Materials:_ ariances Granted# _-___�_„__,:,,__,�__�_ Solid or ------------------------------....-N_.... Filled grounds --------Roof iT__ _ o OWNER ZNFOR!lATION Method of Hsatinp# Property Owners Cex@ At" s'C�R � Phonef_ZgJr ' Mailing ff Address__�D �Q_�a7��9C r r.! CONTRACTOR INFORMATION Contractor# ��_P _ e'p„ _ _�-l_, ,,.,-------- Phone: � _—--- Mailing (4 r -1'gJ Address f_�O�O � r^��•�L f`S_�_� (Z_-__-_____ -- --------------- Zips� � r�o --- (� n Expiration License Numbers------ .1_"(l �f------------ Dates-------------- I NERlNY CERTIFY THAT 1 HAf! *C&o AND CXANINCD THIS APPLICATION AND KNOW THE SANE TO we TRUE AND CORRMCT. ALL PROVISION! OF TNM LAWN AND ORDINANCE4 GOVERNING THIS TTPE OF WORK WILL •E CONPLIlD WITH, WN"NIM HPCCIFIR0 No. IN OR NOT. TU! GRANTING OF A PCRNIT DOES NOT PRESUME TO �. DIV! AUTHORITY TO ♦IOLAT! OR AMS CANC TNC PRGYIsIONS OF AMY FEDERAL. STATC OR LOCAL RULES. COULATIONS. OROINANClS, OR LA MANNER, INCLUDING TUC GOVERNING OP CONSTRUCTION OR THE PERFORNAMCt OF CONSTRUCTION OF T PRO T I UNOtR8TAN0 THAT THE ISSUANCE OP THIS PERMIT 15 CONTINGENT UPON TN! ANON! INFO &TION S I TRU! AND CORRECT AND TNAT INC PLANS ANO SU►►DRYING aJ. , DATA MAV! SEEN OR SHALL- N! IDlD A! f o. Owner Signature ---____-- -- _-- _ _ __--Date---____ .. - � M •/ i 4 t CContractorsiContractorSipshature----------------------- Dates ---- �� X41 Rt NAN CIAL PRINTING 0�~ N N rn 11otice of Commencement 1-4 G (/RLIARS IN OUP61CATC) To whom it may concern: C The undersigned hereby informs you that improvements will be made to certain real property, and in 0 accordance with section 713.13 of the Florida Statutes, the following information is stated in this NOTICE V) OF COMMENCEMENT. x � Description of property According to plat thereof recorded in plat bookpages o s --- -, - -----------------------------------------•---------------- ---------------- -------- .,.a o the current public records of Duval County Florida. WGeneral description of improvements --------------------------------------W--------------------------___. s4 Construction of Single Family Residence with Garage on concrete slab Q ----------------------------------------------------------------------------------------------------------- Centex Real Estate Corporation Owner ---------------------------------------------------------------------------------------------------- .14 CL 0 6620 Southpoint Drive Suite 400 Jacksonville Florida 32216 wAddress ------------------------------------------------------------------------------------------------- � Fee Simple 0 Owner's interest in site of the improvement __- ---------------_----------------------------- M _-____- _____-____-_.M Fee Simple Title holder (if other than owner} ------------------------------_------------------------------- Name ___________________ __Name ----------------------------------------------------•------------------------------------------------- z~ tAddress ---------------------------------- ro ^' si3me as owner Contractor ---s 4me--a s----owner r-----------------------••------------------------------------------------ Address ------------------------------------------------------------------------------------------------- Surety (if any) -------------------------------------------------------------------------------------------- a Address -----------------------------------------------------------------Amount of bond $-------- Name and address of any person making a loan for the construction of the improvements. a Name ----------------------------------------------------------------------------------------------------- Address ------------ ------------------------ -------------------------------------_��.�....---_.�_ Name of person within the State of Florida, other than himn1f. dedpaW by owner upon whom notices or other documents may be served: Arthur Day Name -------------------------------- 6620 Southpoint Dr Suite 400 Jacksonville, Florida 32216 Address -------------------.��-------------•-----�_.�.�.�____��_...._�. ..._��_.��. In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.08 (21 [b], Florida Statutes. (Fill In at Owner's option). Name -----------------------------------�___�«�_..��.---------- - Address ------------------------------------------------------��- ;______��---_---------• i f I FL.00DP"IR DEVELOPMENT INFORMATION Type of Developmentt�,,,,., Flood Zones Required Lowest Floor Elevations 0 29 building is located within a flood hazard zone, a survey must be wade AFTER THE SLAB NAR SM POURED, certifying that the LOWEST FLOOR ELEVATION is equal to or above the beam flood elevation established for that sone, No final inspection will be made and no oertiticate of occupancy will be issued until the wrv*7 is on •file with the Building Department, COMMENTSt Applicant Acknowledgements Z understand that the issuance of this permit is ooatingent upon the above information being correct and that the plans mad suppoarting data have bee or shall be provided as required. I agree to comply with all applicable provisions of Ordinance No# 25-7-11 and all other lave or ordinances affecting the proposed .... �„� develop Date Appl can '• Signstore w _ ---------- -~------------------------------r-------- Department Use Required Lowest Floor elevation ---—---_-- As Guilt Lowest Floor elevation Survey Filed with Building Department --_, ______ Building-Department Representative page 3 l 5 MIN, RETURN Book 14035 Page . 141 PHONE# ROKU Ot commtilCewnt (P*RPARC IM OUPUCATZ) To whom it may concern: The undersigned hereby informs you that improvements will be made to certain real property, and in accordance with section 713.18 of the Florida Statutes, the following information is stated in this NOTICE OF COMMENCEMENT. Description of property -------------------------------------------------- -------- ---------------___ General description of improvements ____�_��L--S-� b 1-y( ------------------- Owner --rE�-__-_G�� _LO �- ---------------------------------------------. _.—�_. ---_ Address E2 L-_h11rf C-__ 5 L nt Q__�P_ 1 _�,J1� �1�J�u_L�- +e-L----- 1� Owner's interest is site of the improvement ------ ------------------- Fee Simple Title holder (if other than owner) -------------------—------------____—---------------------- Name ----- ZPA----------------------------------------...---------------------------------------------- Address _ —-------------------------------------------------—---------------------------------- Contractor _T_!Is_CE�f!L �j_ __ `�4 E C: r---�-I`� ------------- Address1—�11f?G� Czl�S--- -�-r-1�1- E'_�u 1`] ----'--� � =1- -�------- Surety (if any) ---- --------------------------------------------- Address ---------------------------__----------------------—------Amount of bond $________------ Name and address of any person making a loan for the construction of the improvements. Name ---------—--------------------------------------------------------------------- Address ----------------------------------------------------------------------------------—---—----- Name of person within the State of Morida, other than himself, designated by towner upon whom notices or other documents may be served: Name -----J-\-JQ N C---------------------------------------------------------------------------------- Address --------------------------------------------------------------------------------------------- In addition to himself, owner designates the following person to receive a copy of the L9anor's Notice as provided in Section 713.06 [2] [b], Florida Statutes. (Fill in at Owner's option). Name ------ C--------__-- ---___---------------—---------------------------------------- Address ----------------------------------------—(`------------------------------------------------------ 7N1{{TACE FOR RECORDEII•{USE ONLY �- C k DEPARTMENT OF BUILDING ITY OF ATLANTIC BEACH I 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-5826-FAX: 247-5877 C PERMIT IORI ►TI "IN ---_ - _-LO ATt 1111NiaORiVl4TION —�_— Permit Number: 22210 Address: 1498 LINKSIDE DRIVE Pennit Type: REMODELING ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: Proposed Use: SINGLE FAMILY Lot(s): Block: Section: Square Feet: Subdivision: Est. Value: Parcel Number: _ Improv. Cost: 4,600.00INII=OIk ATION Date Issued: 6/21/2001 Name: MEG GODWIN Total Fees: 30.00 Address: 1498 LINKSIDE DRIVE Amount Paid: 30.00 ATLANTIC BEACH, FL 32233 Date Paid: 6/21/2001 Phone: (904)246-0101 Work Desc: VINYL SIDING FOR HOUSE-- F04 FEES PRESTIGE BUILDERS i PERMIT 30.00 R,. i GS ` _ NOTICE' INSPECT ST BE REQUE STED AT LEAST 24 HOURS'PFtI TO INSPECTION BUILDING MATERIAL RUBBISH DEBRIS FR�7M THIS WORK MUST NOT BE PIECED,IN PWbLIC SPACE,AND MUST BE CLEARED U�,AND HAILEL}AWAY BY EITHER CONTRACTOR OR OV�R r."FAILURE TO COMPL�f WITH T NSTRUCTION LIEN =1V4Ef*8tNTS-- PROPERTY AN RESU IN THE OWNER PA"NG ` ISSUED ACCORDING TO APPROVEQ PLAI§S BCH RP,P tT OF 1 'P� AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PRO' IIOS W " 1 01 __ AT N IC B CH BUILDING DEPT. 11311.111111 14 total 6/25/9161 RKQiFt: OW186 CNN 2i9i i 911MN3�1666 MAP SHOWING BOUNDARY SURVEY OF LOT BLOCK AS SHOWN ON MAP OF AS RECORDED IN PLAT BOOK 47 PAGES BS OF THE CURRENT PUBLIC RECORDS OF DUVAL CO., FLA. FOR: 4*166/-OW ~- 40 4*AA0W f 0%0Z4V NOTE: BEARINGS SHOWN HEREON ARE BASED ON THE ABOVE MENTIONED PLAT. G 1A11eX1v c LWje (sa Ri6,,ir a,� tvaYf loe. 40 missy ;v aY W7.c�j Al. 4044-f 140"Al. JL Ir 0.�, �LL•y+7MM(lI'�.7ZJ •' -- .was ♦ IA M ` � :� .wrw Ilr�r f e+�M.+ts s:�►«�* �� -1 Itl � h 14 v � N 27.3' � �2.$' i "•h o M►: Ott 40 �CENlt/71f" a' Mrio h h � �► « 4'wawa t•/✓est � a.�• � `is stt �.r i't w.w L�wr f.,veE �•1�. e.R.wsitcc W PAQr oo 6a1,et-vA4evr eor i, .reeriow 17,, row.4swr t .rav JUL 251994 r Ternfiratt of Mrruvanru Tito a Atlantic N=4 — Nloriba i9Evttrtmtnt of +Nutlbtng Inspation This Certificate issued pursuant to the requirements of Section 103.8 of the Southern Standard Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances regulating building construction or use- For the following. Single Family Residence BlX224 Use Classification � � dg. Permit No. Group w.f airie Type Construction / Fire Distric A Fv1 antic Beach 20 So int Uri ve S. Owner of Buildin Centex steal FSt�iteAddress ']. �r 216 g �zie�F�D z'e�ac** R, 32216 Builoking Address 1498 Lira' 1 1de Drivc-orality Atlantic: Beach, FL 32233 f - g DON G. FORD Building Officia Date: POST IN A CONSPICUOUS PLACE Y- /Y0 C � c?�i�� of f .� '��Z } Office of Building Official 3 Y r� G REQUEST FOR INSPECTION �a`� � Date Permit No — � � C~ Time A.M. Received P.M. Job Address Locality Owner's �X" - N f (� � ontractor �v BUILDI CONCRETE ELECTRICAL PLUMB ME TEAL �{ M` �\ g Footing g Air ConA Re Roofing a Slab r Temp Pole C- Top Out Heating Insulation ❑ Lintel i Final Sewer Fire Place Pre Fab READY FOR INSPECTION Wed. Thurs. Friday P.M. Inspection Made _�.----------------------------- _F.M. Final Inspection Certificate of Occupancy t` nat. CITY OF , af Office of Building Official REQUEST FOR INSPECTION Date Permit No. Time A.M. Received _ P.M. Job Address Locality Owner's � ' Na 'Q Conirartor G BUILDING CONCRETE ECTRICAL ZCHANICAI raming G Footing Rough Wiring C Rough Air Cond. & [ a-Rpi3ttT Slab G Temp Foie ❑ Top Out — Heating Insulation Lintel G Final Sewer Fire Place Pre Fab READY FOR INSPECTION Mon. Tues. Wed. Thurs. Friday A M _ A.M. Inspection Made _ d -- ------- P.M. Final Inspection i J icate of Occupancy i �. Cup ` Date -_ - OF ADDITIONSor • " • • NOT REMOVE 106 ADDRESS DATE THIS JOB HAS NOT BEEN COMPLETED The following additions or corrections shall be made before the job will be accepted It is unlawful for any Carpenter, Contractor, Builder, or other persons, to cover or cause to be covered, any part of the work with flooring, lath, earth or other material, until the proper inspector has hod ample time to approve the installation, o yj- After additions or corrections have been made, call s Building Department for an inspection. Field Inspectors are in the office from to Monday through Friday, PLUMBING tEc BLDG. B-a PRESS HARD-USE BAIL POINT PEN 78x4 843 ! t DEPARTMENT OF BUIt.01" j CITY OF ATLANTIC 04ACH j I PINTIR "ORXATOI '...: _,. . ' »_�,.__ I,C3CATIOPi IN 'C3Ri+IATIOT .: t °Peimit. Number: 8454 A d s � 4� I�INKSII7E 3JR'IVE t P t. Type: MECkTANIrgL` ATUA14'I'TO ;I#EACII, FLORIDA 32233 I ats WrA NEW Constr ., Type WOOD FRAME - Lot tSe�t� P'`oposed Uses SI1`ipL FAMILY ns h PY RNG: re11, I Cadet O Subdivigionz, SELVA LI'NK.SIDE ELatted ' tte� R1l . +O TPP lost * .!�L? T atal ep $47 .00 s � AT -� �:. ,, "IfiPI?LICATIOIV. 'EE3 P91WIT, $47 .00 Atl" IDE DRIVE` - WA IMPAC FEE SO ,QQ 5, P ,�, RAI)ON GAS-If:R.S. $0 .00 -= - NF11AT °OR - RADON ,CAB $0.00 , . a N 6i A CAPITAL IMPROVE._2 00-1 v mwwl SEW $0.00 QAC. IL 'L CONAIECTION i "L OA fi *Pe,; SEC H IMPACT FEE � 5.00 ISfi a SCRCkIARpE ' NOTES; j}7 I 1 Y 1 NATIC1h—ALL..CONCRIr7r Fo m$AN0-FOO TIN 31 MIJBt BE*1I 8I!EC'fiE�7!BEFORE POURING PERMIT VOID SIX MONTHS AFTER CRATE OF 155111: 1 111IL }bNC .MATERIAL,F#UBStSH ANb bl=SttS`FROM THIS WORK RduSTfJ BE PLACED 11d PUBO FC SPACE,�kNi?MUST BE 4f UP-ANb;HAULED AWAY BY E#TH1ER CONfi1�ACTCSR OR OVIl1�� Fi r s ' To C�3m Y ITH THE MECHANICS! 41 N LAW CA ��'�it,#L.T 1N �, PS + V/ t f 1 "f MC�r ' ''WICE F 1 B Jl . 1 G I AP tt me. tTa"i St1Ef71,.ACCt�RCliNG TO`APPROVI_C) PLANS WHICH ARE FART OF THI&,rP I IT AND J Ot 1"#} i AT10N FOR VJt 1.4 iO+1 OF AFFL#ClA#IIL. PROVI$101�t QF L1tIN, 11TLANTkC 'a , H WILDING DEPARTMENT rim 6101x r - CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT 30B LOCATION. Mf OWNER OF PROPERTY: BUILDING CONTRACTOR: PLUMBING CONTRACTOR DON HARMS PLUI''112-lNG CO. AND ADDRESS., P. U. i4bc,6 1LLE, FL32210 ' ' TELEPHONE NUMBER: STATE LICENSE NO: '' 409 TYPE OF BUILDING: TYPE OF WORK: / HOW MANY OF THE FOLLOWING FIXTURES INS ALLED SINKS SHOWERS LAVATORY WATER HEATERS :::5--BATH TUBS DISHWASHERS URINALS DISPOSALS CLOSET$ WASHING MACHINE FLOOR DRAINS SHOWER PANS OTHER TOTAL FIXTURE COUNT: /c� x $3.50 + $15.00 i ---------------------------------------------------------------- INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE MOST RECENT EDITION"OF THE SOUTHERN STANDARD PLUMBING CODE. CALL A DAY AHEAD TO SCHEDULE INSPECTIONS — (904) 247-5826 f.?er�,)ar.trrrent:. of Cr_;rrlmunity Affairs SN: 5411 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDINi', CO�ISTRUCTION FORM 6(OA-93 Residential Whole Building Performance Method A N0R,TH PROJECT NAME : Lot IS5 Selva Linksi ; 8UILDER : Centex AND ADDRESS : 1498 Linkside Dr ; PERMITTING ; CLIMATE. Atlantic Beach , Fla : OFFICE : Atlantic Bea , Z�.OhdE : 1 � .�..� 2 � ._._, .3 �X OWNER . Centex ; PERMIT NO . ; JURISDICTION NO .261100 CK 1 . New construction or addition 1 . New Construction _...__ �..._. Single family detached or Multifamily attached 2 . Single Family 3 . If Multifamily--No . of units "3 . O 4 . If Multifamily , is this a worst. case ( yes/no ) 4 . 5 . Conditioned floor area ( sq .tt . ) S . 13: 5 .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 Fane a . Clear Glass 8a . O .Osgft 142 .00sgft _ . b. Tint , film or solar screen 8b . O .Osgft O .00sgft. _.___. 9 . Floor type and insulation - a . nsulation -a . Slab on grade ( R--value , perimeter ) 9a .R- 0 .00 , 152 .00 ft 1O .Net Wall type area and insulation : a . Exterior : 2 . Wood frame ( Insulation R:--value ) 1Oa-2 R-11 .00 , 1085 .00sgft-_ _ b . Adjacent , 2 . Wood frame ( I ns.u,t.ation R--value .) 10b-2 R=-11 .00 , 141 .00sgft____,__ ll .C:eiling type area and insulation: a. . Under attic ( Insulation R--value ) 11a .R=30 .00 , 1316 .00sgft,___ 12 .Air- distribution systems a . Ducts ( Insulation + Location ) 12a . R= 6 .00 uncond 13 .Cooling system 13 . Type = Central A/C: �.._�...._ SEER: 10 .00 14 .Heating System : 14 . Type ' Heat Pump HSPF - 7 .00 _ 15 .Hot water system : 15 . Type : Electric EF * 0 .88 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 tan , RB-Attic radiant barrier , MZ-Multizone ) 19 .EPI ( must not exceed 100 points ) 19 . 97 .66 a . Total As-Built points 114a . 26016 .67 b . Total Base points 19b . 26640 .67 ------------------------------------------------- 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 completes! �`0this building will be inspected for PREPARED BY * e_. compliance in accordance, with Section DATE _ , 0,3 F .S . I hereby certify that this buildinsg� is in compliance with the Florida Energy Code . 00 V/ OWNER/AGENT : _ _ BUILDING OFFICIAL . - Er-- DATE _ S`� _ DATE , _ � �_ ENERGY GUIDE. For detailed information of the UPI ratinI number or for any ITEM 1T' isted , ask your Builder for EPI= 97 . 7 DCA Form 600A__%'! or Form 60OB-93 0 10 20 30 40 50 60 70 80 90 100 The maximum allowable EPI is 100 . The lower- the EPI the more efficient the home RESIDENTIAL ENERGY PERFORMANCE RATING SHEET ITEM HOME VALUE Low Efficiency High Efficiency SINGE_ CL.R DBL TINT WINDOWS . , . . . . . . . . . . . . . . . . . . .Double Clear _.__.....__._.._.__.....w..__._X-_..___- __. � INSULATION . . . . . . . . . . . . . . . . . . R--1.0 R-30 Ceiling R-Value . . . . . . . . . 30 .0 i --------------------X : R-0 R-7 Wall R--Value . . . . . . . . . 11 .0 -------------- X R-O R-19 1 C?C�r" R—1�J a 1 U r>, . . . . . c. �� ''C,......,. .-...........w.__ i AIR CONDITIONER . . . . . . . . . . . . . 10 .0 :SEER 1.7 .0 SEER . . . . . . . . . . . . . . . . . . .. . . . 10 .0 ; ; _ _._..__..____.._.-w_-__w__ HEATING SYSTEM . . . . . . . . . . . „ . „ 6 .611 HSPF” 12 .0 Electric HSPF . . . . . . . . . . . . 7 .0 X--._...-__.._._._._ .___._.w._...___ � WATEmR HEATER , . . , „ . . , . . . . . . . . 0 .38 0 .96 Electric EF . . . . . . . . . . . . . . 0 .8H A-------------------- 0 .54 0 .90 Gas EF" . . . . . . . . . . ., , . . 0 .00 : --------------------- : 0 .40 0 .60 SolarEF . . . . . . . . . . . . . . --------------------- OTHER --_._----- ,._,. _ ---w.._..._-w.-_.OTHER FEATURES . . . . . . . . . . . . . . I certify that these energy saving features required for the Florida Energy Cade have been installed in this house . EsuiIder Address . �� $ C_;.�� 75inturDate C:it.y/ZipAn- 4. Florida Energy Code for Building Construlion __ 199,-1, Florida Department of Community Affair., FL--EPL. CARD93 Department of Community Affairs SN : 5411 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM 600A--913 Residential Whole Building Performance Method A NORTH PROJECT NAME : Lot. 155 Selva Linksi ; BUILDER : Centex AND ADDRESS : 1498 Linkside Dr : PERMITTING ; CLIMATE Atlantic Beach , Fla : OFFICE : Atlantic Elea ; ZONE : 1 ; ,� 2 _ 3 � OWNER : Centex : PERMIT NO . : JURISDICTION No .261. 00 CK 1 . New construction or addition 1 . New Construction 2 . Single family detached or Multifamily attached 2 . Single-Family 3 . If Multifamily-No . of units :3 . 0 4 . If Multifamily , is this a worst. case ( yes/n(D ) 4 . 5 . Conditioned ioned floor area (. sq .ft . ) S . 1335 .00 6 . Predominant eave overhang ( ft . ) 6 . 1 .00 7 . Porch overhang length ( ft . ,) 7 . 0 ,00 6 . Glass area and type : Single Pane Double Pane a . Clear Glass 8a . 0 .Osgft 142 .00sgft __ ._... b . Tint , film or solar screen Cab . O .Osgtt. 0 .00sgft 9 . Floor type and insulation : a . Slab on grade ( R-value, perimeter ) 9a .R= 0 .00 , 152 .00 ft 10 .Net Wall type area and insulation : a. . Exterior : 2 . Wood frame ( Insulation R-value ) 10a--2 R=11 .00 , 1085 .00sgft__- b . ('adjacent : 2 . Wood frame ( Insulation R-value ) 10b-2 Rm-11 .00 , 1.41 .00sgft__-_ 11 .Ceiling type area and insulation : a. . Under attic ( Insulation R-value ) l la .R=30 .00 , 1316 .00sgft 12 .Air distribution systems a . Ducts ( Insulation + Location ) 12a . R= 6 .00 uncond _. 13 .Cooling system 13 . Type : Central A/C _..._ SEER: 10 .00 _ 14 .Heating System : 14 . Type : Heat Pump HSPF : 7 .00 15 .Hot water system: I.S . Type : Electric EF . 0 .88 16 .Hot Water Credits : ( HR-Heat Recovery , 16 . DHP--Dedicated Heat Pump ) 17 . Infiltration practicer 1 , 2 or 3 17 . 2 18 .HVAC Credits ( CF--Ceiling F=an , CV--Cross vent , 18 . CF ____....... HF-Whole house fan , RB-Attic: radiant barrier , MZ-Multizone ) 19 .EPI ( must not exceed 100 points ) 19 . 97 .66 a . Total As--Built points 19a . 26016 .67 b . Total Base points 19b . 26640 .67 ----------------- I Hereby certify that the plans and Review of the plans and specifications specifications covered by this calcu- covered by this calculation indicates lat.ion 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 : 55 .908 F .S . I hereby certify that this building is in compliance with the Florida. Energy Code . OWNER/AGENT ' BUILDING OFFICIAL : DATE : U)topartryient of (."orrimunii.;>, A t f sir SN : F411 FLORIDA ENERGY EFFICIE:'IC'Y CODE FOR E�U1LC>ING CONSTRUCTION FORM 601OA-93 Residential Whole Building Performance Method A IdtJRTI-i PROJECT NAME. : Lot 155 Selva L.inksi ;BUILDER- Centex AND ADDRESS : 1498 Linkside Dr ; PERMITTING ; (",LTMATE Atlantic Beach , Fla : OFFICE . Atlantic Bea ; ZONE : 1 ; _; 2 ; __; 3 OWNER: Centex ; PERMIT NO ., ;JURISDICTION Nu .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 ( yes/no ) 4 . 5 . Conditioned floor area ( sq -ft - ) S . 1335 .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- Mass 8a . 0 .Osgft 142 .00sgft b . Tint , film or solar screen 8b . O .Osgft. O .00sgft _ 9 . Floor type and insulation : a . Slab on grade ( R-value , perimeter ) 9a .R- 0 .00 , 152 .00 ft 10 .Net Wall type area and insulation : a . Exterior : 2 . Wood frame ( :Insulation R-value ) 10a.--2 R=11 .00 , 1085 .00sgft__ _ b . Adjacent : 2 . Wood frame ( Insulation R---value ) 10b--2 R=11 .00 , 141 .00sgft_,,____ 11 .Ceiling type area and insulation: a . Under attic ( Insulation R-value ) 11a .R=30 .00 , 1::316 .00sgtt.._'_____.. 12 .Air distribution systems a . Ducts ( Insulation + Location ) 12a . R= 6 .00 , uncond 13 .Cooling system 13 'I'ype : Central A/C __..�.._ SEER: 10 .00 14 .Heating System : 14 . Type : Heat Pump HSPF : 7 .00 15 .Hot water system : 15 . Type : Electric EF : 0 .88 16 .Hot Water Credits : ( HR-Heat Recovery , 16 . DHP--Dedicated Heat. Pump ) 1.7 . Infiltration practice : 1 , 2 or 3 17 . 2 .-. 18 .HVAC Credits ( CF-Ceiling Fan , CV-Cross vent , 18 . CF HF--Whole house fa.n , RB-Attic radiant. barrier , MZ-Multizone .) 19 .EPI ( must not exceed 100 points ) 19 . 97 .66 _ a . Total As-Built points 19a . 26016 .67 b . Total Base points 19b . 26640 .67 --------------------------------- ---------------------------------------- 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• w 55 3 .908 F .'S . I hereby certify that this building i:c- in compliance with the Florida gy Code . OWNER/AGENT : _ 8 U I L D I N G OFFICIAL D A T E ' _ '.-�_ __ _.__.___._ DATE , INFILTRATION REDUCTION PRACTICE COMPLIANCE CHECKLIST COMPONENTS SECTION� REQUIREMENTS FOR EACH PRACTICE. CHECK' PRACTICE #1 _ 606 . 1 COMPLY WITH ALL INFILTRATION PRESCRIPTIVES . --- A y Windows606 . 1 Maximum of 0 .34 CFM per linear toot of operable sash crack ( includes sliding glass doors ) . ------------------------------------------------------------------------------ Exterior & 606 . 1 Maximum of 0 .5 CFM per sq . ft. . of door area ; solid Adjacent Doors core , wood panel , insulated or glass doors only . -------------------------------------------------------------------------------- Exterior .Joints 606 . 1 To be caulked , ga:sket,ed , weather--stripped or other-- & Crack=s, wise sealed . -------------------------------------------------------------------------------- PRACTICE: #2 606 . :1 COMPLY WITH PRACTICE #1 AND THE FOLLOWING = ------------------------------------------------------------------ Ext.erior Wails, 606 .1 Top plate penetrations sealed . Infiltration barrier & Floors installed . Sole plate/floor ..joint caulked or sealed . Exterior Walls 606 . 1 Penetrations , joints and cracks on interior surface & Ceilings caulked , sealed or gasketed . Ductwork 606 . 1 Ductwork in unconditioned space must be sealed . -------------------------------------------------------------------------------- Fireplaces 606 . 1 Equipped with outside combustion air , doors and flue dampers Exhaust Fans 606 . 1 Equipped with dampers . Combustion devices see 606 . 1 .A .2 . --------------------------------------------------------------------------------- Combustion 606 . 1 Combustion space and water heating systems provided Heating with outside combustion air , except direct t,rent. appliances . -------------------------------------------------------------------------------- ** OTHER PRESCRIPTIVE MEASURES ( must be met or exceeded by all residences . ) ** --------------------------------------------------------------------------------- Wa.t.er- Heaters 612 . 1 Comply with efficiency requirement;. in Table 6.--11 . Switch or clearly marked circuit breaker ( electric ) or cutoff ( gas ) must be provided . External or built- in heat trap required . ------------------------------------------------------------------------------ Swr.mming Pools 612 . 1 Spas and heated pools must have covers ( except solar Spas heated ) , Non-commercial pools must have a pump timer . Gass spa & pool heaters must have a minimum thermal efficiency of 73 percent . ------------------------------------------------------------------------ Shower Heads 612 . 1 Water flow must be restricted to no more than .3 gal- lons per minute at 80 PSIG . ------------------------------------------------------------------------------- Air Distribution 610 . 1 All ducts , fittings , mechanical equipment and plenum Systems chambers shall be mechanically attached , sealed , ins- ulated and installed in accordance with the criteria of Section 610 . Ducts in unconditioned attics must be insulated to a minimum of R_-6 . Air handlers shall not be installed in attics unless in mechanical closet. . --------------------------------------------------------------------------- HVAC Controls 607 . 1 * Separate readily accessible manual or automatic.; thermostat for each system . Insulation 604 . 1 Ceilings minimum R-19 . Common Wallas, - Frame R--11 or 602 . 1 CBS R-3 both sides . Common ceiling & floors R--11 . SUMMER CALCULATIONS . === BASE === / === A5-BUILT === =============================================================================== / GLASS---------------- / ORIEN AREA x BSPM = POINTS | TYPE SC URIEN AREA x SPM x SOF = POINTS _______________________________________________________________________________ N 68 '0D 65 '8 4474 .4 / DBL CLR N 42 ,0 38 '3 ,94 1512 . 1 | DBL CLR N 13 .0 38 .3 .94 468 .0 / ' DBL CLR N 1� O 38 .3 '94 468 .0 / 5E 18 '00 65 '8 1184 '4 / DBL CLR SE 18 .0 79 ' 1 '93 1324 ' 1 S 23 '00 65 '8 1513 '4 / DBL CLR S 20 '0 66 .2 '91 1204 ,6, / ' DBL CLR S 3 0 66 '2 '91 1�O .180 .'''7/ W 33 '00 65 '8 2171 '4 ' DBL CLR W 6 '0 79 .7 '95 454 '3 / 7 .�5 113S .7 DBL CLR W 1� O 79 / . ' / ' DBL CLR W 12 O 79 .7 .95 9O8 '6 / ------------------------------------------------------------------------------- . l5 x COND . FLOOR / TOTAL GLASS = ADJ . x GLASS = ADJ GLASS / GLASS AREA AREA FACTOR POINTS POINTS | POINTS ________________________________________________________________ '15 1 ,335 '00 142 '00 1 '410 9 ,341 '60 13 ° 176 '45 / 7 ,656 .43 =============================================================================== NON GLASS------------ ' AREA x BSPM = POINTS / TYPE R-VALUE AREA x SPM = POINTS _______________________________________________________________________________ WALLS---------------- | Ext 108S '0 '9 976 .5 | Ext Wood Frame 11 '0 990 .0 1 .70 1683 -0 / D 9� '� '4O Ext Frame-Fa�eBric 11 . . Adj 141 '0 '7 96 '7 | Adj Wood Frame 11 .0 141 '0 .70 98 '7 / DOORS---------------- / Ext 21 '0 6 . 1 128 , 1 | Ent Insulated 21 '0 4 ' 10 86 . 1 Adj 18 .8 2 '4 45 . 1 ' Adj Wood 16 .8 2 '40 45 . 1 / / CEILINGS------------- / UA 1316 '0 '6 789 '6 | Under Attic 30 '0 1316 '0 '60 789 '6 / / FLOORS--------------- | Slb 152 '0 -37 '0 -S624 '0 / Slab-on-Grade .O 152 '0 -41 '20 -6262 '4 / ' INFILTRATION--------- / 1335 '0 8 '0 10680 ,0 / Practice #2 1335 '0 8 '00 1068O '0 =============================================================================== TOTAL SUMMER POINTS | 20 ,270 .47 / 14 ,814 '55 =============================================================================== TOTAL x SYSTEM = COOLING | TOTAL x CAP x DUCT x SYSTEM x CREDIT = COOLING SUM PTS MULT POINTS | COMP0N RATIO MULT MULT MULT POINTS _______________________________________________________________________________ 2O ,270 '47 '37 7 ,5D0 '07 | 14 ,814 '55 1 '00 1 ' 100 ,340 '860 4 ,764 '95 =============================================================================== WINTER CALCULATIONS === BASE === / === AS-BUILT === =============================================================================== GLASS---------------- / ORIEN AREA x BWPM = POINTS / TYPE SC ORIEN AREA x WPM x W0F = POINTS _______-______-______________-_________-_________________-_______-________-____ N 68 '00 -10 .6 -720 '8 ' DBL CLR N 42 ,0 7 '3 1 '09 334 ,2 / DBL CLR N 13 .0 7 '3 1 .09 103 .4 / DBL CLR N 13 '0 7 .3 1 '09 103 '4 SE 18 .00 -10 '6 -190 .8 | DBL CLR SE 18 '0 -22 '7 '93 -380 .0 5 23 .00 -10 .6 -243 '8 / DBL CLR S 20 '0 -28 .4 '96 -545 '3 / DBL CLR � ? 'O -28 .4 .96 -81 .8 / W 33 '00 -10 '6 -349 .8 | DBL CLR W 6 '0 -9 '2 '65 -46 '9 / . DBL CLR W 15 O -9 .2 .85 -117 .3 / | DBL CLR W 12 .0 -9 .2 ,85 -93 '8 ------------------------------------------------------------------------------- . 15 x COND . FLOOR / TOTAL GLASS = ADJ . x GLASS = AD3 GLASS / GLASS AREA AREA FACTOR POINTS POINTS / POINTS _______________________________________________________________________________ .15 1 ,33S '00 142 '00 1 '410 -1 ,5O5 '20 -2 , 122 .65 | -724 '0S =============================================================================== NON GLASS------------ | AREA x BWPM = POINTS | TYPE R-VALUE AREA x WPM = POINTS _______________________________________________________________________________ WALLS---------------- / Ext 1085 .0 2 '2 2387 .0 / Ext Wood Frame 11 .0 990 .0 3 '70 3663 '0 / O �� 'O � '50 3�2 .5 Ext Frame-Fao�Bric 11 / ' Adj 141 '0 3 '6 507 '6 | AUj Wood Frame 11 '0 141 '0 3 ,60 507 '6, / / DOORS---------------- / Ext 21 '0 12 '3 258 '3 / Ext Insulated 21 '0 8 .40 176 '4 Adj 18 .8 11 '5 216 '2 | Adj Wood 18 '8 11 ,5O 216 '2 / / CEILINGS------------- / UA 13I6 .0 1 .2 1579 '2 ' Under Attic 30 '0 1316 '0 1 '20 2579 .2 / / FLOORS--------------- | Slb 152 '0 8 .9 1352 '8 / Slab-on-Grade .O 152 .0 18 -80 2857 .6 / / INFILTRATION--------- | 1335 '0 7 '4 9879 .0 / Practice #2 1335 .0 7 .40 9879 .0 =============================================================================== TOTAL WINTER POINTS / 14 ,057 .45 18 ,487 .45 =============================================================================== TOTAL x SYSTEM = HEATING | TOTAL x [AP x DUCT x SYSTEM x CREDIT = HEATING WIN PTS MULT POINTS | COMPON RATIO MULT MULT MULT POINTS _______________________________________________________________________________ l4 ,D57 '45 '55 7 ,731 '60 / 18 ,4a7 '45 1 '00 1 . 200 .484 l 'OOD 9 ,842 -7� =============================================================================== / ^ WATER HEATING BASE AS-BUILT NUM OF x MULT TOTAL T()N K VOLUME. EF TANK x MULT x CREDIT TOTAL BEDRMS RATIO MULT ----------------------------------------- --- - -------- -------------------------- 3 3803 .0 11 ,409 .00 40 '80 1 .000 3803 .0 1 .00 11 ,409 .00 SUMMARY BASE AS-BUILT COOLING HEATING HOT WATER TOTAL COOLING HEATING HOT WATER TOTAL POINTS + POINTS + POINTS = POINTS POINTS + POINTS POINTS = POINTS 7500 .1 7731 .6 11409 .0 26 ,640 .67 4765 .0 9842 .7 11409 .0 26 ,016 .67 EPI 97 .66 SERIAL # 541.1 =' R.E: 11A11U,j ) WHOLE HOUSE. HEAT GAIN / HEAT LOSS CALCULATION USING EPIC)2--FLA/RES( c ) DATA FILES ( BASED ON A .C .C .A . MANUAL. J _ SEVENTH EDITION ( c ) 1986 by A .0 .C .A . ) ---------- NAME--:_L.pt. .l.55 5_e.1va..L.i.nksa de 1 .. . _ ..._.... ADDRESS . 1498 L .nk: . d?... D7 .... . .___. CITY - Atlantic... Beach ,.._Fla X22..3.3 _._. ......................... .__. OWNER " Centex .............. __ ..._.... .... BUILDER ,Centex - ............. .. ............... ...........- .........._. Conditioned Floor Area 1335 SF * Climatic Conditions & Design Conditions Geographical Location Florida Jacksonville North Latitude / Elevation 30 Deg . / 24 Ft. . Above Sea Level Outdoor Winter Cary Bulla 32 Deg . F Indoor- Winter Dry Bulb 70 Deg . F Winter ( Actual ) Temp .Diff . ; 38 Deg . i= Winter Temp . Diff . ( wTd ) 40 Deg . F Outdoor Summer- Dry Bulb ; 94 Deg . F Outdoor Summer Wet Bulb 77 Deg . F Outdoor Summer Humidity Ratio ; 11/ Indoor Summer Relaltive Humidity 50`n Indoor Summer' Design Grains / Lb . 4`? Indoor Summer Dry Bulb 75 Deg . F Indoor Summer Wet Bulb ; 612 -3 Deg . t- @ 64 Gr/Lb Summer Daily Range 19 Deg . F -- L Summer ( Actual .) Temp .Diff . ; 1`� Deg . F Summer ( User Sel ) Temp .Diff . (. sI'd ) 20 Deg . F ------------ HEATING SUMMARY * * COOLING SUMMARY * SUBTOTAL 21175 .78 ; STRUCTURE SENSIBLE 10537 .59 MECH .VENT-- 100 Cfm 2090 .00 SEN`.> . + MECH .VENT 12627 .59 TEMP .SWING @ 3 DEG . 1 .00 OCCUPANT/APPLIANCE 3000 .00 DUCT LOSS 10S8 .79 i DUCT GAIN 1502 .7r, TOTAL LOSS/BTUH 2.2234 .57 ; TOTAL_ SENSIBLE 17190 .35 ; TOTAL LATENT 7704 .86 i 20% OVERSIZE FACTOR 4446 ,91 : 20% SENS .OVRSZE F="TR ; 3438 .07 ACTUAL. + 20% OVERSIZE : 26681 .49 i SENS . + 20% OVERSIZE " 20628 .42 ---------------- EQUIPMENT SELECTION ------------------------ E Q T . M A N t_1 F .__ .........— ._.�..�._.._M O F)E I_ HTG INPUT, _ _HTG OUTPUT _ —AFUE/HSPF ___.___..�..__. SENSIBLE i Ltz.___ __LA1`EN'1" (;LG___w__..._._._. _—T0TAL- TONAGE * L 0 A D C:: A L C U L. A T 1 G N TYPE Inside Shade Sc Area Loss/Btuh Grain/Btuh GL A S S__-_.-___.....__...............-_,...._...._...___._... ...__.._...-_ ,._ __. ___- __.__..._..........,.. -._._........__....______- __....__ West Double Cir Grapes/Blinds 1 6 .00 174 .00 276 .00 West:. Double Cir Drapes/Blinds 1 15 .00 435 .00 690 .00 West Double Cir Grapes/Blinds 1 12 .00 343 .00 552 .00 South Double Cir Drapes/Blinds 1 20 .00 580 .00 500 .00 Southeast Double Clr Drapes/Blinds 1 18 .00 522 .00 738 .00 North Double Cir Drapes/Blinds 1 42 .00 1218 .00 672 .00 North Double Clr Drapes/Blinds 1. 13 .00 ::377 .00 208 .00 North Double Cir Drapes/Blinds 1 1.:.3 .00 377 .00 208 .00 South Double Clr Drapes/Blinds 1 3 .00 87 .:00 75 .00 Infiltration = Winter Htm ( 28 .71 ) x 142 .00 4076 .82 Infiltration : Summer Htm ( 7 .55 ) x 142 .00 1072 . :1.. Window Frame = Metal SUBTOTALb: 142 .00 8194 .82 4991 . 10 R- Value Area. Loss/Btu.h Gain/Btuh WA L L 5----______..___r.____._-_....____-_.,.-_._.___..__...-...___-____r_..__-_-__________-_____-___-__. Woad Stud - Ext . 11 990 .00 3564 .00 2475 .00 Wood Stud - Adj 11 141 .00 507 .60 239 .70 Wood Frame w/Brick - Ext . 1.1 95 .00 342 .00 237 .50 SUBTOTALS: 1226 .00 4413 .60 2952 .20 G0 0 R `a___________._.___-_....,....W____..._..__....._._____.___________M_-_w__v.._____________-_______ Insulated Core/Metal -- Ext . 0 21 .00 371 .70 109 .20 Solid Core/Wood -- Adj . 0 18 .80 417 .36 78 .96 Infiltration :Winter Htm( 28 .71 j x 39 .80 1142 .66 Infiltration = Summer Htm( 7 .55 j x .:.39 .80 300 .41= SUBTOTALS : 39 .80 1931 .72 488 .65 CE I L I N G S----_w______..m_________________________w__-_.-______v.._-__...__.w.___.________. Under Attic 30 1316 .00 171.0 .80 2105 .60 F" L 0 0 R S_______w__._______-_-___._______- ._..__.,.__.-___._______..______-________.._______.._ Slab on Grade 0 152 .00 Lin .Ft . 4924 :80 000 .00 * TOTAL STRUCTURE SENSIBLE -------------------------------------------------------------------------------- 21175 .78 15627 .59 r Loi r55 se/vim- ,� kL;er a on fill Ll DEt s b v � � wrEur F S i i o 7 �• R i IAJi - 1 � c E � ' 1 G' o L fh ad tat or der emu SF�i(� Lt 3 i. ti TM TRu.-Q WeAd.ansa pciimiea k=Trus Tern 1 c. 2X6-8 s—$X 6—8 Z rdid 7loocrlltacs sfii tM r z X I8 )OF - PL - -� or............... 4 X 18Cdc. r�siaM_ " - JOB n 70- - - - - -- s co + g'L " RUE TRt1SS 641-0766 + �t�tR1-621.41 - Lot -0 esus s euen%tes iu.rum$ UK AWOM CAL NK nm.re nine FMNMW won W r Ulm 1 loFd 1 - Z 11 Lt114DE0 SHALL BE Of 114E SPECIFIED MINIMUM GRADES. Sl CCIFECIW T•I All' %#'AL.L BE I1151A1 ITO S•M41 TRICAII I OPT 10) ALL IEIISIOII CIIOPO MEMBERS ASS:MED 10 BE C0111114)OJSLI 13! 0- 11101CATES LATERAL BRACIND MEN.BER ITP. .116 ---- ^SPE:?E5. AFD 197 MA/IMJM MOISTURE CONTENT, OR S'�=H THAI 114C JOIIIT GNACED B+EI71ER 3/8' �Wln) PT•WOUD Sf*AIHIIIO. 1/2' f,Al INSTALIAt1U1 Ally ERECTIGI OF THE TRUSS. PO-19III, -IDIS of HIo EP 4LJMFIM-E STRESSIKUES, ALL VALUES USED B; IiX CHORD Sltl.:t`. ARE NOT PECCw4E111-,F.0 TO GCCW PHILIP DR'IMAIL OF BHACItPG MEMWAIM. SPACED 10' P C IMAM, TEMPCAAP,BRACING SHOULD BE DOTE IN ACCC44C-f Will FOR OC SIWN APE BASED UI THE LATEST EDITION OF THE NA- DIPECTL't ABOVE A BOTTOM CHORD SFLICE. VILESS NOTED ofHEPMISE CWREUT TPI BRACING AEG ERECTIO14 PUSLICATIUIS, Tldl+L CESIW+STA T AIGAPOS T'UBL!SEED Br TIE 1uTip+AL 7i I-2000 APPRU'IFt rIJMBERS: UBC 2341. `,-1A ite 2014. SBCC 111 ALL COMPRESS UE CnORG 11E"ITERS ASSUMED 10 BE CONT ItAIOJSL'q 61 Tn(S fiESIW1 COIF OHMS TO CT,ryEnT TPI DESIG/I SPECIfICA- FORE51 1""TS ASSOC I ATIOtl 7151. SOCA FINE U6-125 BRACED 81 EITHER 378' !Mill.) Pt I.J"SHEATH IPG, f/2' TIONS FOR METAL PLATE COIOECTEO WOOD TRUSSES APG 21 THIS OESIGN IS BASED bl CLAP!CONNECTOR PLATES 011+ BI ?HIS TRUSS HAS bLEN DESIGNED FW TIE LOAOIIG SHONPN (Mill.) DRYWALL OR BPACItIG ME111TERS SPACED AT 16' D.C. DUALITY STAIGARDS FOR TRUSSES. 31 CWFECTOR PLAINS STIES A1E BASED ON AYIAL FORCES OIl I. 011 THIS DRAWING 111STALLAF1D11 AN(,USE SHALL CONFORM IMAYI, LIILESS NOTED OTHERWISE. 16) ID MEMBER OF THE MUSS MAY BE CUT OR MODIFIED IO ANI MAI. +1 Cg4EC I CA PLATE STIES ARE CALLED OUT WIDTH !ACROSS SLOTS) WITH THIS OESINt 121 )e INDICATES SEARING LOCATIOII 17) SPECIAL MMIOLIIG CARE SIOLLD BE TAKEN OW1tG SHIPPING A110 BI LEIGTn IALOIX SLOISI ANO I'll OPUNTATION Of 111E 9) THIS DESIGII IS AI•PLICABLE TO SHOPTI.R SPAIN TRUSSES OF ERECTILE OF TRUSSES SEE n18-91 FOR RECOMITENDATIOIIS E CALL OUT IS "IE DI PEC11 G1 Of T AT IIGir —jDEi1T ICAL L [i(I r,:,ZIG CONF IG'.IPAl I1.rP. - -CGNFIGURATI011 AILD LOAOItIG SPECIFIED BY FXBRICATOR -ADDITIONAL PLATIUG FOP HAIIOLIUG TRUSSES IS RESPOILSISIL177 OF FABRICATOR, RUN 5-3-4 4-8-12 4-8-12 5-3-4 RUN 1-5-14 -'----- - -- - -------- 1-5-14 74 PLF Max Height 5-4-3 12 3500 t2 3591 3591 1840 1841 f n �•� �� 651 1290 129E 650 913E 9130 \` \ 13.51361 13.5136X 3x4 3x4 3x4 3x4 20 PLF 5-10-3 6-3-11 6-10-3 1-4-0 1-4-0 FOrCB91L-R) 20-0-0 TOP BOT NESS -1445 1327 -323 -1300 906 480 -1300 1327 480 -1485 -323 BUILDING TYPE: Enclosed Residential CODE: Standard BuitdinB Code (SBCCI 1991) WIND SPEED: 110 mph MEAN ROOF HEIGHT: 13' TRUSS LOCATION: (Se) area No trusses: 11 Maximum deflection occurred at bottom joint 13. UPLIFT CONNECTION REQUIRED: 63 9 0 AT EACH SUPPORT. Maximum Live Load Deflection of .063" (1/16), Index-.094, (L/3810) NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW Maximum Total Load Deflection of .098' (2/16). Index-.098, (L/2449) SEE NOTES 10 AND 11 ABOVE FOR BRACING REQUIREMENTS. — ---- -- --- ® ?C%l 3-25-93 WrriD Ac-► 4A-/ CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING IPSF) TC LUMBER TRUSS: 2010, COMMONS T-17 ALPINE ENGINEERED PRODUCTS Inc V2000 2-0-0 LL TC 2X4 1'2 N SP ENG. FOR: TRUE TRUSS INC - V1 /SCJ t801 S. GSW PKWY. 30 SC LUMBER PROJECT: CENTEX 3702 A S C DATE: 27 Jan 1993 GRANO PRAIRIE, Tx 75051 7.0 OL TC 7 2x4 #2 N SP (214) 660-3940 A49k. INC-�OFi STL LL SC 0 WEBS LAYOUT TO: I OF�� 152 33.33 iOL BC 10 2x4 03 SP ADDRESS: SCALE !MEMBER TRUSS PLATE INSTITUTE �IOTAI. 41 FXCFPT AS MAY LIF- NOTED 3/16 11 014BER SHALL Of OF THE SPECIFIED MNIIMJI DRAMS. 5! CDIFECIIIR PLAIT'.%HALL BE IIISIALIL!,SIMIEIPICALLI Ext 10) ALL 1061011 CHOAD MEMBER;, A'US'-NEO ID BE CCITT 11EI0US1.I 131 0- IIIOICAIES LATERAL 904C1I413 IEMBE4 111,1 Mlll.! SPECIES. fAl) 191 MA/1MJM MOISTURE CDI11E111. OR SUCH PHAT TIME JOIIfT BPACED By EITHER 3/9" N1111 PLIMOOO SNEAIHI11(I. 112- 14) INSIALLATICIt Ml)EPECTICII CF THE TRUSS. PEFMAIEIII, -0 IS GF HIGHEP ALLOMA&LE STRESS VALUES. ALL /ALOES U_11) 51 1 P CHORD SPL]If ti APE tIOT PEC314E110ED TO OCCUR (Hlfl) OR'IMALL OR BPACIIHG MEMBERS SPACED 10' 0 C IMAYi, TEMPCPARI BRACIIIS SHOULD BE DOF IN ACCGPGLIr_E 111TH FOP DESIWI APE BASED OII THE LATEST EDITION Of THE Iu- GIRECIL'I ABUIE a BOTTOM CHORD`-PLV--E. IYILESS NOTED OTHERWISE. CURRENT IPI BRACING ANG ERECTION PUBLICAIIQNS. TTONAL DESIGN/STAIl)APOS PUBL15PED GY TME NATICIIAL To V-1000 APPROVAL 1,'.NBERS: UaC 2342. FHA TCB 201A. SBCC 111 ALL COMPRESSICT4 CHORD MENBERS ASSUMED TO BE CC44TIfAIDVSL1151 THIS DESIGN COIFOPMS TO CUP4INT TPI DESIGII SPECIFICA- FOREST PPOOuOTS ASSGCIATION 7251. 9DC4 FILE u6-125 BRACED BI Elt1ER 3/e" IM Sn.1 PLIWWA SHEATWDHG. 1/21101IS FOP METAL P"TE COf#ECTEO MOOD ITIL5 ES AMID 21 THIS DESIOI 15 BASED Orf CLAP/COINECTOR PLATES OKI BI THIS TRUSS HAS BTEII DESIOIEO FLA 1'E LOADIIIG SHOWN IMIH.1 ORIMALL OR BAACIIIG MEMBERS SPACEO AT 16' a C. DUALITI STAIAOAPDS FDA TRESSES. 3! CO4ECTC4 PLATES SIZES APE BASED ON AXIAL FORCES Ox I OI THIS DPAMIIK, IIISTALLATIOI Alt.USE STALL COTNFOQM (MAY). 1x1LESS TOTED OTHHEPMISE. 16) 110 MEMBER OF THE TRUSS MAl BE CUT OR MODIFIED 111 ANI NAI. 41 COf4ECTCA PLATE SIZES ARE CALLED OUT WIDTH IACROSS 'A.OTS) MIT" THIS DESI•yl 12) IIIOICAIFS BEAPIIxl LUCATIOII f71 SPECIAL MUALINO CAFE SHOULD BE 1AMEH DUAIIIG SHIP PPO ATPD BI LEIIGt,, IALOI4G SLOTS( All) THE OPIENIATION OF TrE 91 NNIS OESIGH 15 APPLICABLE TO SHOHIIR SPAN TRUSSES OF ETECIIGIN OF TPUSSES SEE HI0-9/ FOR RECO4wEH9)AT1O45 I1f CAI, OUT 1S Tt{ OIPECTIC'I OF SHE PEAIE LU61D. 1kL11TICA 10 Lill,E0 cONf EGVPA IJ t•It..-- -CG(iFIGURATIGN AND LOADING SPECIFIED BY FABRICATOR -REPETITIVE MEMBER STRESSES NOT USED. -AODITJONAL PLATIIIG FOR HANOLIfIG TRUSSES IS RESPONSIBILITY OF FABRICATOR. -SPECIAL HANGER FOR USE WITH MULTIPLE MEMBER GIRDER. CAPABLE OF SUPPOPTVIG AND TPANSFEPRIfIG CONCENTRATED LOAD OF 2811.4 LBS. FROM Off SICE 10 LLL MEMBERS OF GIRDER IS REQUIRED, HANGED TO BE DESIGNED Be A PP17FESSIONAL ENGINEER AND PROVIDED Be OTHERS. IF BOLTING IS REQUIRED. THE EFFECT OF BOLT HOLES ON THE TRUSS 141ST BE VERIFIED BY CLARY DIVISION OF ALPIIE. ENGINEERED PRODUCTS PRIOR TO FABRICATION. Max Height 2-11-3 37 PLF 12 6 --l B2. y 90a 901 12 L .y B ,i{A 3rJ 490 49I �\ ::� / 4� 389i 29091 2101911, 90'F/ 25590 41581 13.5136% 13.51591 Ilow"f 10 PLF 7x8 M 3x8 4b0 14 O 2811111 16 90 1619t 3xB ry ry FOrceSIL-P) 2-11-8 2-2-10 2-2-10 2-11-6 TOP BUT WEBS r - ----r------ ---1- —T -5513 4930 389 -5053 4930 -495 10-4-0—__ -5053 5406 4436 -7163 6406 -2267 BUILDING TYPE: Enclosed Residential 2108 CODE: Standard Building Code (SBCC( 1991) WIND SPEED: 110 no ©UPLIFT CONNECTION REQUIRED: 4i B 0 AT EACH SUPPORT. MEAN ROOF HEIGHT: 130 NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW TRUSS LOCATION: (Se) area SEE NOTES 10 AND 11 ABOVE FOR BRACING REQUIREMENTS. No trusses: 1 Truss designed to support sloe of Hip Set with span 34-8-0 Maximum deflection occurred at bottom )Dint 03. FASTEN TOGETHER WITH: 2 Members Required WITH: Maximum Live Load Deflection of .059' (1/16). Index-.171, (L/2102) TOP 104 NAILS 12'0-C. F I\ — Maximum Total Load Deflection of .092' (1/15). Index-.178, (L/1348) oA,A / BOT 100 NAILS 4'O.C. NV WEB 10d NAILS I-'O.C. FASTEN AT OR NEAR ALL PANEL POINTS. © R£J 3-25-93 w"'D`yD0 NOT NAIL OR BOLT THROUGH TRUSS PLATES. CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 10P4M GIRDER T-16 ALPINE ENGINEERED PRODUCTS Inc 2X4 #2 N SP ENG. FOR: TRUE TRUSS INC - v�000 2-0-0 LL TC 30 BC LUMBER PROJECT: CENTEX 3702 A & C DATE: 27 Jan 1993 J 1801 S. GSM PKWY, ��}} GRAND PRAIRIE. Tx 75051 7.0 OL TC 7 2X6 01 DS SP LAYOUT IO ZOr�tom) 1 (214) 660-3940 PLATE-AREA; --- --INC.-FOti STL_ LL BC 0 WEBS ___--((-,,_��__ 350 DL BC 10 2X4 03 SP ADDRESS: SCALE: 33.33 1!2 MEMBER TRUSS PLATE INSTITUTE 4TOTAL 47 i EXCEPT 4$ MAY flE NOTED I! L"DER SHALL BE OF THE SPECIFIED MINIMUI4 GRADES. 5! CO"ECTOR PLATES S11ALL BE 111STAILE1, 51RIETRICALL4 Olt 10) ALL TE1151011 CHORD MEMBERS ASS'-WED TO BE CONTINUO!jSLf 13) 1 1uO1CAIES LATERAL BRJLCII40 MEMBER (114 will.) SPECIES. AHO 191 waslv�+IgISTLIRE CONTENT. OR"JC' .AT THE JOINT BRACED By EITHER 3/0' iMiU) PLNW000 SHEATHING. 1/2' 14! INSTALLATIGI A10 ERECTIOB OF THE TRUSS. PERHAIIEFIT" AIC IS OF H14rEP ALL OWaBLE STRESS 1ALtES. ALL /ALLIES USI.D 0i ICP CHCAD SPL ICL'i ARE NOT RECG40ENLEG TO OCCUR IMili) DR'IWALL OR BRACING MEMBERS SPACED 10' 0. (MA/1. TEMPCAARI BRACINS SHCULD BE OOHS Ni ACCC4W, rCE HITII FOR DESIGII APE BASED CX4 T1E LATEST EDITION Or TIC IIA GIRECTLv ABOIL A U011GM CHORD SPLEN. "KESS"DIED OTHERWISE. CURREIII IPI BRACING AND ERECTION PUBLICATIUIS. 710HUL DESIGN STANDARDS P.IBLISrED BT THE ILATIONAL 71 i-2000 APPPOIAI 11.,IBERS: UBC 2342. FHA TCB 2014. SBCC 11) ALL COMPRESSION CmCAD MEMBERS ASSUMED TO BE CgITIIA0JSLn51 THIS DESIGN COIFORMS 70 CURRENT TPI DESIGN SPECIFICA- FOREST PROGUCTS ASSOCIATI"1 7251. BOCA FILE NM. 425 BRACED By EITHER 3/0" T1411I.) PLHWOOO SHEATHING. 1/2' 116N5 FC/+METAL PLATE CWRECIEO WOOD 7PL.'SSES ArIG 21 1HIS DESIGN IS BASED OI CLARK CONNECTOR PLATES 61L+ el THIS TRUSS HAS BLEU DESIGNED FOR THE LOADING SHOWN IMIN.) OR/MALL OR BRACING MEMBERS SPACED AT 16' 0 C. OUALITf STANDARDS FOR TRUSSES. 3! COrtECT00PLATES SIZE ARE BASED O/AXIAL FORCES OK 1. ON THIS ORAWIIF, N4STALLATIGD URM N AIISE SHALL CONFORM (MAX). LILESS 1107ED OTHERWISE. 161 140MEI4KA OF THE TRUSS MAf BE CUT OR MODIFIED N4 M41 WAN. NN 4) COECT CA PLATE SIZES ARE CALLED OUT WIDTH (ACROSS 'A01S) WITH THIS DESK+I 12) IIGICATES BEAPIIG LDCATIC44 17) SPECIAL HAr10LUG CAPE SHOULD BE TAMEN OUPII+O SHIPPI1.0 AIIO el LEiGINIALIIG St07" Aro 11E ORIENIIAT10/OF THE 91 THIS DESIGN 15 A-LICABLE TO SMGF4TfR SPAIN TRUSSES OF ERECTIaU OF TRUSSES SEE HIB-91 FOR PECGMNEFQAT/01S __S11E CALL OJT 15 T1, RECTI"1 GF lNf PLATE LENGTH__ IGENITICAL LOAOli1_ A"D CIXW'IG"iAII[!!,__ -CGIFIGLIRATIG+ AID LOACIIK: SPECIFIED Be FABRICATOR -REPETITIVE MEMBER STRESSES 140T USED. -ADDITIONAL PLATING FOR HANDLING TRUSSES 15 RESPONSIBILITY OF FABRICATOR. RUN 5-0-0 f--^----- --- 1-5-14 Max Height 2-10-3 37 PLF 4n 12 N r ezF n B2* tv / 385E 385* T T 467* 4571 / --- — ----- 13.51 13% 13.51 13% 4 / m 174.5 PLF 3x4 X r— - 5-0-0 ForcealL^R) TOP BOT WEBS !_4-0 5-0-0—_. 0 0 -83 A BUILDING TYPE: Enclosed Residential CODE: Standard Building Code (SBCCI 1991) WIND SPEED: 110 mph MEAN ROOF HEIGHT: 131 No trusses: 1 One Half of 7-0-0 Trusses supported by Bot Chord TRUSS LOCATION: (Se) area Mid panel point deflection .1387 UPLIFT CONNECTION REQUIRED: Z it AT EACH SUPPORT. NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW SEE NOTES 10 AND 11 ABOVE FOR BRACING REQUIREMENTS. _ _-- l&Rty 3-25-9314cF CLARY DIVISION PLATE TYPE: D.C. SPACING LOAOING (PSF) TC LUMBER TRUSS: 5�0� NG T-15 .� ALPINE ENGINEERED PRODUCTS Inc V2000 2-0-0 LL TC 30 2X4 #2 N SP ENG. FOR: TRUE TRUSS INC - leol S. GSW PKWY, BC LUMBER PROJECT: CENTEX 3702 A & C DATE: 27 Jan 1993 7 GRAND PRAIRIE. TX 75051 7'D _ _ _ TC 7 2X5 Y1 DS SP LAYOUT TO: `-F��- )214) 660-3940 ATE AREA`. -- 1NC FDR"STL LL eC 0 wEBS 48 !DL BC 33 10 2X4 03 SP ADDRESS: !Mf.MBER TRUSS PLATE (RSTITl1TE 33. IOTA(. 47 fxchPl n5 MAY NP NOTED ! 112 II LU430 SHALL WE OF THE SPECIFIED MINIMUM GRADES. 5! "NAECTOR RLIkS SHALL BE IINSIALLIU 5-41AICALLf 011 10; ALL TEN51011 CHORD MEMBERS ASS'J4ED TO BE C00I1N1"JAf 131 ;*' I110ICATES LATERAL BPLC114I MEMBER I11A-111.1 SaEC{E5. HD 19%"IlwJM MOISTURE CONTENT, OR S'JCH I-AT THE JOINT BRACED By EITHER 3/8' ININ) PLfNDDD SHEATHING. 1/2' f41 IIISTALLATICI"ID EAECTIG11 OF THE TRUSS. PERMAf4:I11, AIC IS .f H,HfA ALLOWABLE STRESS VALUES. ALL VALUES QUO 6! 1LIP CHGRG SPLIItS APE NOT RECGNNEI'DEG TO GCCUR IMAM DPYWALL OR BRACING NEMBEPS SPACED IG' 0.0 INAXI, TEHPCRARf SPACING SHOJLG BE DOPE 1N ACCGRGANCE $11, ES FOA DIGII APE BASED GI THE LATEST EDITION OF T11E IiA- GIRECIL'f ABUtt A BOTTOM CHORD SPLICE UNLESS NOTED OTHERWISE. CUARE11T TPI BRACING AND EREC71DN P'JBLICAIIOIIS. II0'-L DESIGN STANDARDS PUBLISHED aF THE NA110NXL 71 V-2000 APPRIIAL IAwBE%S: UBC 2341, FHA TCB 201A, WC 111 ALL COMPRESSION CHGRG IEI4BEP5 ASSUMED TO ME CONTINVOUSLn51 T"IS DESIGN COftFOR4S TO CURRENT IPI DESIGN SPECIFICA- FUAEST P.orAIC IS ASSOCIATION. 7851, BOCA FI1E 1N;-125 BRACED By EITHER 3/0" (MIN I PLIWDW SHEATHING, 1/2' TICA45 FDA METAL PLATE CONNECTED BOLO TPL'SSES 4D ES 21 I.Ts OIGN 15 BASED OO I CLAPf CONNECTOR PLATES &f 81 THIS TRUSS HA5 Bf EN DESIGNED FOR THE 1WN .0+0114 SHO (MIN.) DRYWALL OR BPACIIIG MEMBERS SPACED AT 16' 0 C. WRLITF STA143ARDS FGR TRUSSES. 31 COP4CICP PLATES SIZES ARE BASED ON AXIAL FORCES Ox f, 011 THIS DRAWING INSTALLATION 09,USE SHALL CDIIFOPM (MAX). UNLESS NOTED 07HEPMISE_ 15) ID WFWBEP OF THE TRUSS MAf SE CUT OP MODIFIED IH AN-f MAt, AI COIPECI OP PLATE SIZES APE CALLED OJT WIDTH IAMSS SLOTS) WITH THIS DESIuH 121 ® INDICATES BEAAINO LOCATION 171 SPECIAL NA14DLIIIG CAPE SHOULD BE TAKEN OWING SHIPPIND Ari BI LENGT" IKOHG SLOT SI wG THE ORIENTATION GF SNE 9f IHIS DESIGN IS APPLICABLE TO SHOAIER SPAN TRUSSES OF ERECTION OF' TFIJSSES SEE .18-91 FOP RECDNNEHOAlI0f15 512EojTP - 1 [•GIIIG AND COf1cl1PAII:,4 -CU41FIGURATION AND LOADING SPECIFIED BY FABRICATOR -REPETITIVE MEMBER STRESSES HOT USED. -ADD/TIOFIAL PLATING FOR HANDLING TRUSSES 15 RESPONSIBILITY OF FABRICATOR. -1HIS TRUSS IS DESIGNED OIILY FOR THE LOADS SHOWN. PROVISION FOR THE PREVENTION OF PONOING MUST BE MADE AND IS NOT THE PESPONSIBILIIY Of THE TRUSS FABRICATOR OR CLAP7. RUN 4-3-8_ _ f-S-14 Max Height 2-0-3 74 PLF 7 _IC N 12 ,5_ 890 631 1740 6 � � U 4c i 148► rn - 650 230 T 97, 401 (325111% 7x5 3060 3x4 0 (3.5112% In"T w r 3 12 20 PLF 3x4 4-3-8 2-8-9 TOP BOT WEBS 1-4-0 7-0-0 1 -529 467 -115 — -529 295 399 0 -363 -64 BUILDING TYPE: Enclosed Residential CODE: Standard Building Code (SBCCI 1991) WIND SPEED: 110 aph MEAN ROOF HEIGHT: 131 No trusses: 1 Maximum deflection occurred at bottom joint 02. TRUSS LOCATION: (Se) area Maximum live Load Deflection of 0' (0/16), Index-.049, IL/7536) UPLIFT CONNECTION REQUIRED: 2 0 AT EACH SUPPORT, Maximum Total Load Deflection of 0' (0/16), Index-.051, IL/0) NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW SEE NOTES 10 AND 11 ABOVE FOR BRACING REQUIREMENTS. _ y _ Rr✓ 3-25 0 AD 4-4- CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSH) TC LUMBER TRUSS: 7'0' MHV-5 yG /y,I ALPINE ENGINEERED PRODUCTS Inc Y_2000 2-0-0 LL TC 3p 2X4 r2 N SP ENG. FOR TRUE TRUSS INC - C�/J�II fe01 S. AIRGSW E. T BC LUMBER 2X4 /2 N SP PROJECT: CENTEX 3702 A 6 C DATE: 27 Jan 1993 OF GRAND PRAIRIE. Tx 75051 7'p DL TC 7 LAYOUT ID: 1_ (214) 660-3940REA: INC-FOR STL LL 8C 0 ADDRESS: ��-"' 174 33.33 OL BC 10 WEBS 2X4 13 SP SCA E: MEMBER TRUSS PLATE INSTITUTE TOTAL 47I EXCEPT AS MAY BE NOTED !/2 `1 11 LU48EA SMALL BE OF THE SPECIFIED MIIIIMJM GRADES. 51 COWECTOR Pttlt',SMALL BE INSIALLE0 SIIM1EIRICALL(ON 10) ALL TENSION CHORD MEMBERS ASSUMED 10 BE CONTIIU(I'J54-9 131 _0' INDICATES LATERAL BRACING MEMBER Ivo M111-) SPECIES, ARID 192 MAYIMJM MOIST1fK CUNTENI. OR S'JCHI I-AT THE JOINT BRACED Of EITHER 3/9- :MINI PL1M000 SHEATHING. 1/2' 14) INSTALLATION AID ERECTION TF THE TPJSS, GERNNAIENI, AND IS OF n1GMEP ALLLMABLE 5RE SS 'tALUES, ALL /ALLIES U5EU 6: IGP CNCPO SE41'-E', ARE NOT PECGNPEHUE0 10 OCCUP (MIN) OP(MALL OR SPAC INK,MEMBERS SPACED 10' 0 C (MAX:, IEWORAP! SPACING SHOL&0 BE DONE IN ACiGRC:NCE IT. FOP DESIGN APE BASED O1 THE LATEST EDITION OF INE nA- of RECTL.t AeGiE A BOITGM CnORD SPLI'-E. UUIL ESS NOT OTHERWISE. CUPREUT 1P1 SPACING.AND ERECIIGN Pt.BLICA11O1S, TlOul GEST GI ST ANO AP DS wJeLI5HE0 a. THE NATIONAL 71 '!-2000 APRRU lat Ir.11WiEH5: tIBC 2342, FMA iCB 201 4. SBCC 11) ALL CGMPRf551GN CH10Pf NEINOEPS ASSUMED TO BE CGll ItrJOJ5l A51 THIS DESIGN CONFORMS TO CURRENT TP( DESIGN SPECIFICA- FOREST PRDRGjC TS ASSOCIATION. 7251. ODCA FILE Hf6-125 BRACED Of EITHER 3/S` (14114.1 PLfW000 SHEATHING. 1/2' 11045 FOP METAL PLATE CC40ECIEC NOW TRUSSES ANC, 21 THIS DESIGN IS BASED ON CLARt CGEECTOP PLATES Gtr 8) THIS ODIC NA5 BIEN DESIGNED FCA IME LOADING SHOWN 110 IN.) ORYWALL OR BRACING MEMBERS SPACED AT 16' It c. GUALIT'I STAINOAPOS FOR TRUSSES. 31 COTWECtOR PLATES SIZES ARE BASEG ON A/IAL FORCES OIA t. 011 THIS OR Wit* INSTALLATION At ID USE. SHALL CONFORM (MAY). UNLESS NOTED OTHERWISE. 161 t10 MEMBER OF THE TRUSS MA't BE CUT OR MODIFIED IN AN'WA't. Ai COT IECt 00 PLATE SIZES APE CALLED OUT WIDTH IACROSS SLOTS) WITH THIS DESIGN 12) ® 114DICAIES BEAQ1140 LOCATIGTI 17) SPECIAL NAIDLI40 CAPE SHOULD BE TAXEN OXNNNO SHIPPING AND B't LENNGTH (ALONG SLGTSI AND THE ORIENTATION OF THE 91 THIS DESIGN IS APPLICABLE TO SHORTER SPAN TP1/SSES OF ERECT I0#4 OF TRUSSES SEE HIB-91 FDP PECOMMEHUAT I GtS SIZE CALL OUT 15 TmPIPECTIOI CF TrI PLATE LENGin I(tFII11sAl LUANJIr� AO COf IGUPAiLr) -CO11FIGURATIC44 ANO LOADING SPECIFIED By FABRICATOA -REPETITIVE MEMBER STRESSES RIOT USED. -ADDITIONAL PLATING FOR HAIEAING TRUSSES IS RESPONSIBILITY OF FABRICATOR. -ANTICIPATED HORI20tNTAL IAOVE14ENT UNDER TOTAL LOAD - .274' 3-5-11 3-6-9 RUN 4-3-8 3-4-13 _ 3-7 7 _ 5-4-5 9-2-9 5-9-1-_�RUG[ 1-5-14 02 12 f2 02 02 12 1-5-14 Max Height 9-6-3 74 PLF 12 1716 3321 2651 3911 ©!!7� 2571 •1JG'' 3 2541 395F 12 Q�T" \' 2771 \\ 2021 8 \ rn �\ •� � +,� f4el � 401 86/ 931 94/ 1271 1611 801 16020 \ / 3x7 16011 (3 5163 \\ m 13.5146% 1 9.112 3x4 3X4 3X6 3x4 n 3X4 397 302 3 3x5 A 20 PLF -0 12 f--f 1-1-12 4-3-9 4-7-9 4-7-9 41-9-5 7-11-10 7-2-10 ;w Z 02 02 02 .11E 2 02 Forces IL-R) 1-4-0 2X4 Atj 2x4 2x4 2x4 4 a-4.q 291-4-0 TOP BOT WEBS WEBS 34-9-0 -5919 5435 -278 A80 -5919 3370 2500 -368 -3436 2665 -799 0 -2571 2153 927 -1918 2189 -794 -1918 2641 810 -2676 -887 -2954 1383 -679 BUILDING TYPE: Enclosed Residential CODE: Standard Building Code (SBCCI 1991) No trusses: i Maximum deflection occurred at bottom joint #3. WIND SPEED: 110 mph Maximum Live Load Deflection of .36- (6/16), Index-.311. (L/1156) MEAN ROOF HEIGHT: 134 Maximum Total Load Deflection of .564` (9/16), Index-.325. (L/738) TRUSS LOCATION: (Se) area UPLIFT CONNECTION REQUIRED: 1016 N AT EACH SUPPORT. �IIYL' NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW _ Qi QEV 3 25 93 rJ7w1D Y�L7 SEE-NOTES 10 AND 11 ABOVE FOR BRACING REQUIREMENTS. CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING IPSF) TC LUMBER TRUSS: 34'8- SPEC T-8 ALPINE ENGINEERED PRODUCTS Inc V2000 2-0-0 LL TC 30 2X4 #2 Ds SP ENG. FOR: TRUE TRUSS INC - 1801 S. GSW PKWY. BC LUMBER PROJECT: CENTEX 3702 A 6 C DATE: 27 Jan 1993 GRAND PRAIRIE. TX 75051 7'0 DL TC 7 2X6 4'1 DS SP LAYOUT TO; OF�� 12 14) 660-2040 -PCFTE_-RFA' INC. Pon 1:11 IL BC 0 M11:1113 �f (� 790 33 SCALE:DL BC f0 2X4 43 SP ADDRESS: MEMBER TRUSS PLATE INSTITUTE 33. TOTAL 47 FXCFPT AS MAY BE NOTED 1/8 11 bOlITEA SHALL-BE OF THE SPECIFIED NIIIIMJM GRADES. 5' LCYNNECIDP PL411b volt BE INSIALtED 5fWEIAICALLf ON 101 All IEIISIDII CHOM MEMBERS A55lA.ED 10 BE COINII"Y.P if 13f 0' INIOICAIES LATERAL BP'CIIG MEMBER (1$. MIN.1 — SPECIES. 4G192 MAXIW1 1VOISTtPE CONTE/4T. OR S:)CH THAI NE JOINT 6AACE0 By E1rEA 3/8' ININI PLIWOOO S.EAIHIIIO. 1/2' 14) IIISIALLAII041 ANG ERECTIGI U THE 1PUSS. Pfc AIE111, MC 15 U A n"IHEP ALLOWABLE STRESS (ALLIES. I. FAL1R'S USED 6r MGP EN CHCPG SPL P.t'+ APE NOT RECOWGEC TO OCC'JP IMINM OP'IWALL OR BPACItG MEMBENS SPACED 10' O t IMAYI. TEMIPGAU #BRACING SHOLLO BE DONE NI ACCGPO'10E Nil, FOR OESiwN APE BASED 014 THE LATEST EDITION Of THE NA- GIRECTLI ABOVE A BOITOM COOPD SPLIVE. LIIEESS NOTED OTHERWISE, CURPEHT TPI BRACING ALIO(REC11014 PLOLICATIGIIS. T IONAL CCSIGII STMDARDS POBLILED BY Tr1E NATIONAL 71 V-2400 APPPOIAI II-aBERS: UBC 2342. FHA TCB 201'. SBCC 11) ALL CC44PRESS1014 CHORD MEMBERS ASSUAAED 10 BE CONTI/RIWSLt1S) THIS DESIGN CONFORMS TO CURRENT TPI DESI'+H SPECIFICA- '0"SI POOO)CIS ASS6CIATI0N 7251. BOCA FILE VC-126 BRACED BY EIDER 3"- MINJ PLIW000 SHEATHING. 1/2' TIG16 FOR METAL PLATE COIIECTED NOW TQLSSES AID 21 THIS DESIGN IS BASED ON CLAP►CONNECTOR RATES OEI BI I-IS TINJSS HAS BLEU DESIGINEO FGA UE LOADING SHOM4 IMIN.) DRYWALL OR BRACING MENSEMS SPACED AT 16' O.C. OOALITI SIMADARDS FOM TAL79SES. 31 CONECIOI PLATES SIZES ARE BASED ON AXIAL FCE ORS OIL I. 011 THIS OPAMIIG 111STKLATIOI AID ISE SMALL CDIfU4 OAM IMAY). LESS TOTED OTHEAWI5E. 161 1G MEMBER OF THE TNNJSS MA'I Of CUT OR MMIFIED IH 441 NAI. ') COINECt OR PLATE SIZES APE CALLED OUT WIDTH (ACROSS SLOTS) WITH THIS DESI:Yt 121 ® INDICATES BEAA140 LOCATION. 17) SPECIAL N44DL1tG CARE SHIOLD BE TAKEN OIFIIG SHIPPING 41 B-I LENGTH IALOG SLOTS; 44D THE ORIENTATION OF THE 91 THIS DESIGN 15 APPLICABLE TO SHORTER SPA14 TPUSSES OF ERECTION OF TWJSSES SEE NIB-91 FOR RECFMEI4DATIO6 SIZE CALL (?JT15Trf 01PEC710t4 OF TtE PLATE LENGTH 1"I4FICAL LOA0111y AND CONI'16UPAIII-I1 -CGIIFIGURATICAI At1D LOAD114G SPECIFIEO BY FABRICATOR -REPETITIVE 14EMBER STRESSES 140T USED. -ADOITIOtIAL PLATING FOR HANOLIf4G TRUSSES IS PESPOIISIBILITY OF FABRICATOR, -ANTICIPATED HORIZONTAL MOVEMENT UNDER TOTAL LOAD - .572• 3-5-11 3-6-9 RUN 4-3-0 3-4-13 3-7-7- 4-6-11 4-4-15 4-4-15 4-3-0 1-5-14 02 02 42 02 N2 Max Height 9-6-3 74 PLF !2 �} v 6 394 3021 m 26 \E 3320 2571 254F � 326E 12 2778 3111 6 1480 14e0 5 m 6Y6 � ' \�., t s861! 93# 941 1151 134► f060 O N •�L L`\ PN 40a 400 \ K N 0 `�#0 1665► 16650 13.5146% 13.5166 KS714 3x4 3x4 ID S 1 3x4 5x6 7x8 m 4x12 3 grf? 20 PLF 3 0 12 12 4-3-8 4-7-9 4-7-9 4-9-5 6-9-2 _ 6-7-6 4-3-8 02 02 02 /2 02 42 FOrce91L-R) 1-4-0 2X4 2x4 2x4 2x4 2x4 2x4 TOP BOT WEBS WEBS 76-0-0 T _,- ------ -660A 8088 -.178 791 ��- -6604 3632 2925 -711 -3596 2865 -859 1084 -2772 2327 989 -312 -2096 2398 -827 G -2096 3048 837 -2995 4645 -909 -5039 1571 -5039 -851 Buu nING IY'E: ENCLOSED RESIDENTIAL No trusses: i Maximum deflection occurred at bottom joint 04. CODE: STANDARD BUILDING CODE (SBCCI 1991) Maximum Live Load Deflection of .474' (8/16). Index-.395, (L/911) WINO SPEED; 110 MPH MEAN ROOF HEIGHT: 13 FT. Maximum Total Load Deflection of .742' (12/16), Index-.412, (L/582) TRUSS LOCATION: (Se) area RECOMMENDED CAMBER: .4' UPLIFT CONECTION REQUIRED: /OI&#AT EACH SUPPORT LOCATION. NET WIND PiIFSSURES BASED ON DEAD LOAD SHOWN BELOW. SEE NOTES 'l) AND IS ABOVE FOR CHORD BRACING REQUIREMENTS. �RAJ 3 25.93 WND Alt _ CLARY DIVISION PLATE TYPE: O.C. SPACING LOA,PING (PGF) TC LUMBER TRUSS: 35'0' ST.VAULT T-7 / ALPINE ENGINEEIaED PRODUCTS Inc V2000 2-0-0 LL TC30 2X4 471 Os SP ENG. FOR: TRUE TRUSS INC 1801 S. GSW PKWY. GRAND PRAIRIE. Tx 75051 7'0 BC LUMBER S PROJECT: CENTEX 3702 A & C DATE: 27 Jan 1993 / F'/f. (214) 660-3940 -PLA-TE-AREA: INC LAYOUT IO:-TOR ST) DL TC 7 2X6 r1 DSP LL 8C 0 WEBS _ 844 33.33 OL BC 10 2X4 /3 SP ADDRESS: SCALE: MEMBER TRUSS PLATE INSTITUTE 225 h.9. TOTAL 4.7 EXCEPT AS MAY BE NOTED 1/8 t, LJMaEP SHALL BE OF THE SPECIFIED MI4NWUH GRADES. J5! "VECTOM PL41LS SHALL BE IHfSTALLLU Srr1EIRiCALL, 011 101 ALL )EI4SI(xl CHORD MEMBERS ASSL4ED TO BE C011TN4xxISLr 13! 14- IIIOICATES LATERAL GAACItIG MEMBER (104 MIH.t SPECIES. 00 197 MA/IW.A,MO1STpE COIfTEf4T, OR S'JCH THAT THE JOINT SPACED BT EITHEP 3/8' IMIt4) PL 1Mt700 SHEATNNq, f/2' JA) NISTALLATIW4 Af ID EPECTIGI OF THE TRUSS. PE---!Ent. NIG 15 '-'F nl5.fR ALL ABLE STRESS'04L>.ES. ALL JM-UES USt0 6; ICP C"PO SPLII.LS ARE HOT PECGMP*W4G 10 OCCUR (w It41 OPvMALL OR to 46 MEHBEPS SP CEO f0' 0.c. fNASi. TEMP API BRACING SHOLJLO BE OWE 114 ACCGRDAHICE WITH OP DESIGfr ARE BASED O4 THE LATEST EDITION GF THE IIA. OIPECTL'r ABODE A BOTTOM CHORD SPLI'-E. IAs ESS NOTED OTHEPWISE. CURREf4T TPI 8RACIrxi NO EPECTIWH PUBLICAT1015. 11010L GESIG14 STyOARDS PUBLISHED SV THE NATIWIAL 74 Y-2000 APPRO'J Al rr,,MBERS: :DBC 2312, fr.A TCB 2014. SBCC ,f) ALL COMPRESSION(CHIiRG ME14BEFIS ASSUMED TO BE CCHTIfW000SL1151 1n15 DESIGN COHIFORMS TO CURRENT TPI DESIGN SPECIFICA- cO4:EST .—LICIS ASSOCIATIO4 7251, SOCA FILE Bt-125 "PACED By EI IHHER 3/8' :MIN.) PLvMGOD SHEATHING. 1/2' 1IFA45 FW METAL PLATE CEAeECTED HIDED 1ALSSES Am, 21 iH 15 OESIC+4 IS BASED 014 CLA04 COIECTOH PLATES WSJ BI 7.IS 'PUS,MRS BEEN DESIGUED FISH 111E LOA01t0 SHOWN 2114.) ORJWALL OR BRACING MEMBEM5 SPACED AT 16' 6.0. ODAL Ill STAIIDARDS FOM TRUSSES. 3) CUP,, CIZA PLATES SIZES ARE BASED 014 AXIAL FORCES as 1. 011 THIS OPAWIHG. INSTALLATIUI u[,USE SHALL Cn4FOPM (WAY). ULESS IgTED OTHERWISE. 161 1q WENBEP OF THE tPUSS MAr BE Cut OR MODIFIED 111 Ult MAr, A. COf4EC 1 CR PLATE SIZES ARE CALLED OUT MIOTH (ACROSS SLOTS) WITH THIS OESI004 f2) RE I101CATES BEARNIG LOCATIC41 171 SPECIAL HYtlLIM CARE SHOULD BE TAWEH OU-MG SHIPw IHG ANO 0, LeUGTH (ALD1K,SLGTSI AJ40 THE OPI&ITATION OF THE 9; In IS DESIWI IS APPLICABLE TO SHORTER SPAN TRUSSES OF 09 EMECTIWI OF TRUSSES SEE "18-91 FOR RECOMMEt0ATIO S c ZE I;. • Tc Trf OHTrrTIQJ Of 111E PLATE LEI40711, colt xiA 11SN -CGTIF[GtIRAT aN JUIDBEP LOADING SPECIFIED BF FABRICATOR13UILOING TYPE: ENCLOSED RESIDENTIAL (;ODE: STANDARD BUILDING CODE (SBCCI 1991) -ODI t10T4A1 PLATING SFOR SMAtIDLSES 011IGUTPUSSES IS RESPONSIBILIT/ OF FA"PI CATDP. HIND SPEED: 110 MPH -THIS TRUSS 15 DESIGNEO OHL/ FOR THE LOADS SHOWN. PROVISION FUR THE 14EAN ROOF HEIGHT: 13 FT. PPEVENtION OF POII)ING MUST BE MADE AIID IS NOT THE PESPONSIBILIr1 TRUSS LOCATION: (Se) Brea OFTHE TRUSS FABRICATOR OR CLARY. UPLIFT CONNECTION REOUIREO: /O/SN AT EACH SUPPORT LOCATION. -ANTICIPATED HORIzaITAL MOVEMENT LM40EP TOTAL LOAD - 518' NET WINO PRESSURES BASE( ON DEAD LOAD SHOWN BELOW. SEE NOTES 10 AND 11 ABOVE FOR CHORD GRACING REOUInv-MENTS. 3-1-4 3-1-1 2-8-0 3-11-0 PUN 4-3-8 3-1-4 3-4-12 4-2-9 - 3-11-0 4-3-6 1-5-t4 W—?D5 112® 02 02 02 #2 02 02 Ab 74 PLF Max Height 8-10-3 12 a6 41 .3 2241 2548 h $1 y y 240E 3010 2301 '\ 2900 D5 ---- 3+' 230E \ 12 \\, 8X/2 2631 •\ \� 293E A m S}3 14e1 � H �-�`4e♦ b \\ ro � 810 830 861 711 680 1201 9yF j xZ 400 40/ � 1665116651 T13.51481 13.5166HS3x4 5x6 7xa 4D 3x4 3x4 3x4 Alt 12�3 3 c— '9.'L2 20 PLF 12 12 4-1-11 2-8-0 4-3-8 4-1-11 4-5-3 _ 6-2-0 5-10-9 4-3-8 02 02 -02 02 12 - 02 0.f Ds Force"(L-R) 1-4-0 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3670 -101-- TOP TOP DOT NE85 MESS _ _ __.� -6604 -5039 6088 -264 758 -6604 3753 2820 -815 -3839 2988 -876 771 -2941 2463 1000 -698 -2277 2036 -010 1793 -2026 2530 823 -294 -2265 3146 -878 0 -3127 A545 825 -5039 -34 No trusses: 1 Maximum deflection occurred at bottom joint /4. Maximum Live Load Deflection of .462' (7/16), Index-.385, (L/935) Maximum Total Load Deflection of •724' (12/16), Index-.402, (L/597) RECOMMENDED CAMBER: .39' 28-93 Wf�1D " - CLARY DIVISION PLATE TYPE: D.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 36'0' SH-17 T-6 ALPINE ENGINEERED PRODUCTS IncV2000 2-0-0 LL TC 30 2X4 �j 55 SP ENG. FOR: TRUE TRUSS INC - 1801 S. GSW F4(WY. BC LUMBER PROJECT: CENTEX 3702 A & C DATE: 27 Jan 1993 ,may GRAND PRAIRIE, Tx 75051 7.0 DL TC 7 2X6 01 OS SP I tOF (2141 660-3940 ATE AREA: -- INC. FOR ST- LL SC 0 `WEBS LAYOUT TO: � t1 (J 972 I OL BC 10 I 2X4 03 SP ADDRESS: SCALE: NEMDEN TRUSS PLATE INSTITUTE 225 h.s. 33.33 (TOTAL 471/9 ExCt.Pl AS MAY DE NOTED N (1 1) LtxReEQ SHALL-BE OF THE SPECIFIED MIIIIu'J+GRADES. 51 CuwECTOR PLAIES;-ALL BE IHSIALLEU S1.4ET-ICALLN GI 10) ALL TE1N51O1 CHORD MEMBERS ASSUMED 10 BE CWITIIUOUSL. 131 / 11101CATE5 LATERAL gaACINO MEMBER 11xA mitt.) SPECIES. ANG 19x MAFIMJM uOISItgE CONTENT, OR SUCH IHA1 THE JOINT BQACED BY EITHER 3/8" IM1111 PLRwOOD SHEATNItD. //2' 141 INSTALLAT(W1 AD EPECTIOI GF THE TRUSS, PEQ-AEUI, 'G IS O .141,EP ALLOWABLE STRESS'FALLES• ALL VALUES USED 6: I'C0 CNCPG SPLILES APE NOT PECGmTEt"G TO GCCUP lmITO OR OP BRACIING!EMBERS SPACED 10' 0 IMAX'. TEMOR P-� BRAC UNG SHHGDL0 BE 00E IH ACCGPDANNCE wlTn FOR DESIGN APC BASED dN TIE LATEST EDITION OF THE I— DIRECTLY ABOVE A BOTTOM CHORD SPI 1'-E. UNLESS NOTED OTHERWISE. CURRENT TPI BRACING AND EPECTI014 PUIOLICAIICANS. IIONAL DESIGN STAIDAPDS PUBLISHED BY THE(NATIONAL 71 V-2000 APPPDYAL NF-44BERS: TIBC 2342. FHA TCB 2014. SBCC 111 ALL COMFIESSIGI G11G110 MEMBERS ASSUMED TO BE CGNTINJODSLY151 THIS DESIGN CO1fMA- OS TO CURRENT TPI DESIGN SPECIFIC - F -PODUC I5 ASSGCIA r 1011 7251. BOCA FILE L-6-126 BRACED BY EITHER 3/9' (MIN.) PLfWD0D SHEATHING. 1/2• 11004S FOR METAL PLATE COBECTED WOOD TRUSSES AHD 21 THIS DESIGN IS BASED CH CLARF CwECTOR PLATES ONLY 01 THIS TRUSS HAS BEEN(DESIGNED FOR THE LOAOII66 SHOWN (MIN.) DRYWALL OR BRAC1110 MEMBERS SPACED AT 16• P.C. DUAL111 STADARDS FON TRUSSES, 31 Cp RECTOR PLATES SIZE AQE BASED ON AXIAL FORCES GLH. GN IN IS OPAW111G IHSTALLATIGI AO USE SHALL CC+6Wi1 (MAXI. LLESS IDTEO OTHERWISE. 161 No MENEEP OF TIE TRUSS MAY BE NT 011 MODIFIED IN Yl. NAF. 41 COIIECIW P1,A1E SIZES ARE CALLED OJT YIOTN IACR055 S1 D15) W11N TN74 DESIGN 121 ® I/OICATES BEMINIO LOCATION 17) SPECIAL HANDLING CARE SHOULD BE TAMEN OWI1D SHIPPIINO AID Ov LEHGTn 1ALDIW SLGTSI AT THE ORIENTATION OF THE 9r IH IS DESIGN IS APPLICABLE TO SHORTER SPAN TRUSSES OF ERECTIGN OF TRUSSES SEE H18-91 FOP RECOMWfQATIONS SIZEC P -CGS GIIRATIGN AND LO TNG SPECIFIED By FABRICATOR ®BUILDING "PE: ENCLOSED RESIDENTIAL -REPETITIVE MEMBER STRESSES NOT USED. CODE: STAU(1AR0 BUILDING CODE (SBCCI 1991) -ADDITIONAL PLATING FOP HANDLIIIG TRUSSES IS RESPONSIBILITY OF FABRICATOR. WIND SPEED ito (^NPH -THIS TRUSS IS DESIGNED OILY FOR THE LOADS SHOWN. PROVISION FOP THE MEAN ROOF it-IGHT: 13 FT. PREVENTION OF PONOIHG MUST BE MADE AND 15 NOT THE PESP0I6I81L1/1 TRUSS LOCATION: (Se) area OF THE TRUSS FABRICATOR OR CLAPY. UPLIFT CONNECTION REQUIRES+ /0/0 AT EACH SUPPORT LOCATION. -ANTICIPATED HORIZ10UTAL MOVEMENT LRJOEP TOTAL LOAD - 54' NET MIND PRESSURES BASED ON DEAD LOAD SHOWN BELOW. .;FE NOTES to AND 11 ABOVE FOR CHORD BRACING REQUIREMENTS. 3-5-3E 3-4-0 3-6-8 3-3-0 iWJN 4-3-8 3-5-11 3-9-3 3-4-0 3-3-0 1-3-8 1-5-14 6It?_DS >Y<2D5 12 /2 02 i2 12 02 74 PLF Max Height 7-10-3 !2 3xy `76 2630 2471 2511 © /i7 3x4 ©L$,� p 268E 2511 ✓� --- vX/Z 257E 2AII 12 ,j fA 3'FE 2761 ?660 6 [7 ,U SfiJ 1481 14180 oN No 6w6 \� `.•� �\ x 921 1071 1220 119/ 100/ 091 N ` ••�\ /Y OD 400 400 •� '�� \� 3;� 1665E 16651 13.5148% 5)6511 m I 116714 3x8 3x4 7Y8 (m 1 • 3x4 5X6 Ax12 3 3 BxrL 12 12 20 PLF 4-3-8 5-2-e 5-6-0 6-8-0 5-2-0 4-10-8 4-3-8 #2 12 02 02 02 02 1-4-0 2x4 2x4 2x4 2x4 2x4 2x4 ForcWS IL-R) 36-0-0 TDP TOP BOT WEBS. WEBS -6604 -5039 6088 -277 -759 -6604 3526 2934 745 -3547 2850 -855 -687 -2556 23A2 901 1662 -2295 2721 -872 -269 -2253 3291 886 0 r -2530 4645 -105 -3318 -175 -8039 877 No trusses: 1 Maximum deflection occurred at bottom joint 04• Maximum Live Load Deflection of .455' (7/16), Index-.38, (L/949) Maximum Total Load Deflection Of •714' (11/16), Index-.397, (L/605) RECOMMENDED CAMBER: .39' CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 36'0' SH-15 T-5 ALPINE ENGINEERED PRODUCTS Inc V�000 2-0-0 LL TC 301 2X4 Al 5 g SP�i ENG. FOR: TRUE TRUSS INC - 8 r 1801 S. G5W PKWY, BC LUMBER PROJECT: CENTEX 3702 A & C DATE: 27 Jan 1993 n GRANO PRAIRIE. Tx 75051 7.0 OL LC 7 2X6 N1 DS SP pF1� (21a) 660-3940 _PFCATE AREA: INC. FOA Sit LL 8C 0 WEBS LAYOUT TO: 874 DOL BC 10 2X4 43 SP ADDRESS: - A SCALE: `MEMBER TRUSZZ5 R.S. S PLATE INSTITUTE 33.33 ` NOTAL 47 EXCEPT AS MAY BE NOTED 1/18 I) LU-BEP SHALL BE Or THE SPECIFIED MINIMUM GRADES. 5! LU.ECTOP PLATES SHALL BE UASIALUIU 51M4EIRICALLI O+ 10) ALL IENSION CHORO MEMBERS ASSUMED TO BE CONIINUOUSLV 13) � IIIOICATES LATERAL BRAC114G MEMBER fill WIN.i `SPECIES, Alla 1911 4AVINUI MOISILAE CONTENT, OR SUCH [MAI NE JOINI BRACED BV EI ITER 3/0' (MIN) PL INODD SHEAIHHNG, 1/2' 14) INSTALLATION AIO EQEC7IGI GF THE TRUSS, PERMMENH. NG IS CF HIGHER ALLOMABLE STRESS VALUES, ALL VALUES USED Of ICN+CHORD SPLICES ARE NOT RECOMNENUED 10 OCCUR (MINI DRYWALL OR OR ACING MEMBERS SPACED 10' O.C. fNA/i, TEHPGIAR'I SPACING SHOULD BE DOPE MIM ACCGROAIICE WITH FOR DESISN ARE BASED ON THE LATEST EDITION OF THE NA- GIRECTLV ASU4 A B01TOM CHORD SPU':E. UAL ESS NOTED OTHEPWISE. CUPREIIT TPI SPACING AND ERECTION PUBLICATI US. 713 AAL CESIGI STNOARDS PURL ISED BI THE NATIONAL 71 'I-NAO APPPOvLL Ir,MBERS. UBC 2342. FHA TCB 2014. SBCC 11) ALL CGVPKSSIGN CHORD ME141WPS ASSUMED TO BE CCNTINUOUSLT151 THIS DESIGN COfDAMS 79 CURRENT TPI DESIGN SPECIFICA- FORE51 P106UCIS ASSOCIATION 7251. BDCA FILE BF,-125 SPACED By EITHER 3/0' (MIN.) PLIMOOD SHEATHING. 1/2' TI01IS FOR METAL RATE CONNECTED WOOD TRUSSES ANG 21 THIS DESIGN IS BASED OI CLARI CONNECTOR PLATES OIL(. B) THIS TRUSS NAS"LEN DESIGNED FCA INE LOAD 116 SHOWN MMIN.) DRYWALL OR BRACINAG MEMBERS SPACED AT 15' o.E. OUALI TV STLIOARDS FOR TRUSSES. 3! COIECT00 PLATES SIZES APE BASED ON AXIAL FORCES OAL I, ON THIS OPAMIIIG INSTALLATION AIG USE SHALL CONFORM (MAY). UNLESS NOTED OTIEPWI SE. 16! "a MEMBER OF THE TRUSS MAV BE CUT OR MODIFIED IN AIA( MAI. At COOECI.PLATE SIZES ARE CALLED OUT WIDTH (ACROSS SLOTSi WITH THIS DESIGN /2) ® INDICATES BEARING LOCATIGN 17) SPECIAL MAIxILINO CAPE SHOULD SE TAWEN TAAINO SHIPPIIIG AND BY LENGTH (ALONG SLOTSi ANO THE ORIENTATION OF THE SI THIS DESIGN IS APPLICABLE TO SHORTER SPAN TRUSSES OF ERECTION OF TRUSSES. SEE HIS-91 FOR RECCoIENOATIOAS j[CAL OUT IS THE DIPEC11G1 OF THE PLATE LENGTH IDENTICAL LgADIL_1NAg.SGEIGUAAII_I)._ -COIF IGIJRATIGN AND LOAOIIIG SPECIFIED By FABRICATOR �BUILDING TYPE: ENCLOSED RESIDENTIAL -PEPEIITIVE MEMBEP STRESSES NOT USED. -ADD TIONAL PLATIIIG FOP HAIIDL114G TRUSSES IS PESPOIISIBILITI OF FABRICATGP CODE: STANDARD BUILDING CODE (SBCCI 1991) WIND SPEED: 110 MPH -THIS TRUSS IS DESIGNED DrILY FOR THE LOADS SHOWN. PPOVISI UN FOR THE PPEYENTIDII OF PGNOIHG MUST BE MADE AND IS NOT THE PESPONSI6ILITI MEAN ROOF HEIGHT: 13 FT. TRUSS LOCATION: (Se) area GF THE TRU55 FABRICATOR OR CLAP7. UPLIFT CONNECTION RE(1a area UIRE : 105 H -ANTICIPATED HGRIZGNTAL HOVEMEIIT UIIOEP TOTAL LOCO - 57" OV NET WIND PRESSURES BASED ON DEAD LOAD SII?OWNSBELOW, LOCATION. ,;FF NOTES 10 AND 11 ABOVE FOR CHORD BRACTNG REOUTIIEMENTS, 2-9-11 3-1-3 3-10-8 RUN _4-3-8 2-9-11 _ 5-4-0 _ 5_-4-1004-2.0_ 4-3-8 1-5-14 4F2DSm 02 02 02 $1?_D5 7lZ1,�54R+ 172 {k 2 74 PLF I� Max Height 6-10-3 (b 12 Y9 3120 3951 3520 3x4 .457 2000 2160 2980 6 D y,A � S 8X/Z 2521 291J 9 �3 1461 (IBI 820 870 1520 1870 120E 400 AD# 0 16650 1665# m l T 14 7x 1 N^I o 13.51 482 13.5)66 ♦112 3x4 7x8 4x5 3x0 a B Z m 7 -a 3 3 a 12 12 20 PLF 4-3-8 4-2-8 4-6-0 10-6-0 8-0-6 4-3-e 12 0205 0205 02D5 #1 PS 1-4-0 2x4 2x4 2x4 2x4 2x4 A 36-0-0 FOrCOSIL-R) -- - TOP BOT WEBS WEBS -6604 6008 -253 -786 -6604 3855 2736 1819 -382) 3105 -890 -292 -2884 2742 915 0 -2580 3129 -845 -2518 4645 977 -2815 -234 -5039 -322 -5039 907 No trusses: 1 Maximum deflection occurred at bottom joint 04. Maximum Live Load Deflection of .451' (7/16), Index-.376, (L/958) Maximum Total Load Deflection of .707' (11/16), Index-.393, (L/611) RECOMMENDED CAMBER: .38' &PE_v 3-25-73 IdfAD 4-LF CLARY DIVISION PLATE TYPE: D.C. SPACING LOADING (PSE) TC LUMBER TRUSS: 36'0' SH-13 T-4 PyG�J/i ALPINE ENGINEERED PRODUCTS Inc V�000 2-0-0 LL TC 30 2X4 A)SS SP m ENG. FOR: TRUE TRUSS INC 1801 S. GSW PKWY. BC LUMBER PROJECT: CENTEX 3702 A 6 C DATE: 27 Jan 1993 n GRAND PRAIRIE. Tx 75051 7'0 DL TC 7 2X6 01 DS SP LAYOUT IO: OF/'0 1214) 660-3940 F$�1T�AREA: INC FOR STS LL BC 0 WEBS 654 OL BC 10 2X4 03 SP ADDRESS: — -_.- MEMBER TRUSS PLATE INSTITUTE 33.33 SCALE: i225 h.s. MOLAL 47 1/8 , _.. FxCEF'T AS MAY Uk NO1F0 11 1UI43ER SHALL BE OF THE SPECIFIED MINIMUM GRADES. 51 C(ulEC7M PLAILS SHALL BE INSIAItLO SHHEIRICALL'ON 10) ALL tEllSl006 CHORD MEMBERS ASSUMEO TO BE COAT IrVouSLH 13) / 11101CATES LATEML GRACING MEMBER 1114 NII1.1 SPECIES. NO 1931YAAIMy MOISTURE CONTENT. OR SUCH THAI THE JOINT. BRACED BY EITHER 3/8' IMIN) PLVWOOO SHEATHING, t/2' 141 DISTALLATI011 NO E14EC710H OF THE TPUSS. PE-1EIII, NO 1S OF HIGHEP ALLOWABLE STRESS YALIES. ALL '4ALUES USED B1 TCA CW-00 SPLICES ARE 10f AECUMEIIDEG 10 OCLUP 1NIIII DP-IMALL DP 9P ACI NG MEMBERS SPACED 10' 0 C IHAAI. IEMPCAARt GPACINO SHGtA.O BE MEIN ACCORDANCE WITH FOR DESIGN ARE BASED ON THE LATEST EDITION OF INE IIA- GIRECIL'i ABOVE A BOTTOM CHORD SPLICE, UNLESS NOTED OTHERWISE. ClRR1ENT TPI BRACING AND ERECTION PUBLICATIONS. TIOUL GESIGH ST ANGAROS PUBLISHED 81 Tit NATIONAL 71 V-2000 APPROVAL NUMBERS: UBC 2342. FHA TCB 2014. S8CC 111 ALL COMPRESSION CHORD MEMBERS ASSUMED f0 BE CONNIMUOUSLV15) THIS DESIGN CONFORMS TO CURRENT TPI OESIWI SPECIFICA- FOREST PRODUCTS ASSOCIATION 7251. aDCA FILE R6-I26 BRACED 01 EITHER 3/0NS' !MIN.) PLYWOOD SHEATHING. 1/2' TIOFOR METAL PLATE CONNECTED MOW TRUSSES AND 21 TH1S DESIGN 15 BASED ON CLARY CONNECTOR PLATES COIN. 81 THIS TRUSS HAS BE EII DESIBIEO FOR THE LOADING SHOWN ININ.) CIAYMALL OR BRACING MEMBERS SPACED AT 16' O C. GUALI7Y STANDARDS FOR TRUSSES. 31 Cb'ECTGA PLATES SIZES ARE BASED ON AXIAL FORCES OILY. 011 THIS DRAMIIO INSTALLATION A141 USE SHALL CONFORM (MAY). ULESS H07EO OTHERMI SE. 161 110 MEMBER OF THE TRUSS MAO BE CUT OR MODIFIED IN ANI MAI. 4) Cb8ECTCA PLATE SIZES AAE CALLED OUT WIDTH (ACROSS SLOTSI WITH THIS DESIGN 121 ® IIDICATES BEARING LOCATION. 17) SPECIAL HANDLING CARE SHOULD BE TAKEN CURING SH,1"1113 AN 6 LENGTH IALOG SLOTS) AND THE ORIENTATION OF THE 9) THIS DESIGN 15 APPLICABLE TO SHUHIER SPAN TPVSSES OF ERECTIO? OF TRUSSES SEE HIB-91 FOR PECCO04EPICAT0015 517F ClIoN OF ire PLATE LINGIM, IDENTICAL -CGI4FIGUAATtCI4 JUAD LOADING SPECIFIED BY FABRICATOR -REPETITIVE MEMBER sFO BUILDING TYPE: ENCLOSED RESIDENTIAL -ADDITIONAL PLATING FORR HOT USED. HANDLING HANDLING TRUSSES [5 RESPONSIBILITY OF FABRICATOR. CODE: STANDARD BUILDING CODE (SBCCI 1991) -THIS TRUSS 15 DESIGNED WILY FOR THE LOADS SHOWN. PROVISION FOR THE WINO SPEED: 110 MPH PREVENTION OF POtNOII1G MUST BE MADE AI+O IS NOT THE RESPONSIGILITY MEAN ROOF HEIGHT: 13 FT. OF THE TRUSS FABRICATOR OR CLARY. TRUSS LOCATION: (Se) area -ANTICIPATED HOPIZC44TAL MOVEMENT UNDER TOTAL LOAD - 560' UPLIFT CONNECTION REQUIRED; /O/513 AT EACH 5UPPORI LOCATION. NET WIND PPE.SSt1RES BASED ON Of-AD LOAD SHOWN BELOW. SEE NOTES 10 AND 11 ABOVE FOR CHORD BRACING REOU111EMENTS. 3-2-0 3-2-0 RUN 4-3-8 3-5-0 4-10_1 4-11-13 4-10-1 Y 2-10-8 4-3-8 74 PLF 1-5-14 -rZAD,S ZDS 02 02 #2 02 02 #211f'^-- Max Height 5-10 h �r 12 �j a Q 6 3G9# 3641 3641 296# � a ♦ N 5G 24+0• 224 1 12 3x1 + 2671 2541 5 C 8X/Z St ` 11// / 1490 14 Of c ry j- tv ` 1071 SISI 98# 991 109# 100# + I Ll +� 34'O 401 40► n 1p I _ o rn 1 !6658 1665# I M5714 3x4 5x6 3z4 3x4 7X8 ) �. 19.5148Y 13.5166 4x12 c 3 3 0 81/2 112 12 20 PLF 4-3-8 6-8-8 4-f0-1 4-11-13 4-10-1 B-0-8 4-3-8 #2 02 42 02 02 #2 1-4-0 2x4 2x4 2x4 2x4 2x4 2x4 36-0-0 Forces IL-R) TOP BOT WEBS WEBS -660A SOBS -268 612 -6604 3689 2888 -754 -3250 2906 -986 1609 -3378 3342 714 -255 -3376 2802 638 0 -3343 3363 -365 -3134 4645 47 -5039 -396 -5039 731 No trusses: 1 Maximum deflection occurred at bottom joint 04. Maximum Live Load Deflection of .509' (8/16). Index-.424. (L/849) Maximum Total Load Deflection of .797' (13/16). Index-.443. (L/542) RECOMMENDED CAMBER: .43' n RNcy _7-25-93 WoND / r pi t1.Ci CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 36'0' SH-11 T-3 ALPINE ENGINEERED PRODUCTS Inc V2000 2-0-0 LL TC30 2X4 ee DS SP ENG. FOR: TRUE TRUSS INC 1801 S. Gsw PxwY. BC LUMBER PROJECT: CENTEX 3702 A 6 C DATE: 27 Jan 19937LE: GRANO PRAIRIE. Tx 75051 7.0 OL TC 7 2X6 #1 Ds SP 1214) 660-3940 -PLATE-'l REA' INS-FOA STH_ Ll..BC 0LAYOUT IO:004 OL 8C 10 NEeS 2X4 A3 SP ADDRESS:MEMBER TRUSS PLATE INSTITUTE 33.33 225 h.S. TOTAL 47 ExCFPT AS NAY UE NOTEU '� M! LUBE-SHALL BE OF THE SPECIFIED MINIVJM SIDES, 5! CGMECTOR PLAIES SHALL BE IIISTALLEII S-41PICALLI GI 101 ALL IEIISIGI CHORD MEMBERS ASSUNEO TO BE COIITIIAJO'JSLH 13) / INDICATES LATERAL BRACINO MEMBER Iliw Mlwj SPECIES, MIU'19%MAVIMJM MOISTURE CGITENT• OR SUCH INAT THE JOINT BRACED By EITHER 3/9' IMM) PL fWODO SHE A1NN a' //2' 14) INSTALLATIOII AIG EREC71Ge OF It* TFVJSS. PERMAIEUT. MIG IS OF ,IG1EP ALLOWABLE S1PE55 'fALLES, ALL VALUES USEO 6! MCA Cr1GMF SPLICES APE/IDI PECOW4En11ED 10 OCCUR IM i NI DR'IMAL L OP BRAC ING MENDEPS SPACED 10• 0 I IMAs, IEMPCAAP-I BPACIIF.SHOJLO Be OOE IN ACCGPGAICE wIT" FOR DESIGN ARE BASED ON THE LATEST EDITION OF T1E nA- DIPECTL`I ABOVE A BGI TON CHORD SPLIT UTCESS NOTED OTHEPWISE. CLOW411T TPL SPACING AND ERECTIGe PLOLICA7IGHS. 11 OUL C'ESIG14 ST At= PJSLISEO BV TME NAT101HAL 71 V-2000 APPPUVAL 1"40ERS: UBC 2342. FMA TCB 2014. SBCC ft) ALL COMPRESSION CNOPD MEMBERS ASSUMED TO BE CGNINJOJSLVI5) THIS DESIGN CGIFOPMS TO CURRENT TPI DESIGII SPECIFICA- FOREST PP 000TS ASSOCIATIG4 7251. BOCA FILE 06-125 BRACED BV EITHER 3/e' (MIH.) PLYWOOD StEATNIN6. 1/2' Flores FOR METAL PLATE COHIECTEO WOGD TR,SSES ANG 21 THIS DESIGe IS BASED GI CLARI COH9ECTOP PLATES DIET BI THIS TRUSS HAS BEEN DES16HED FOR ITE LOADING SNOW !MIN.1 DRYWALL OR B-ACING MEMBERS SPACE. AT 16' O.C. OUALIT'f STANDARDS FOP TRUSSES. 31 CU4E CTOP PLATES SIZES ARE BASED G4 AXIAL FORCES O'k I ()ITRUSS ORAMIIIG. III$TALLATIGI AHD USE SMALL CG+FOPM IMAX), UTESS VOTED OTHERWISE. 161 IVO-14BEA OF THE TRUSS MAf IE CUT OR MODIFIED IN Alli MAI. 4! COrof CICA FLA IE StIES ARE CALLED OJT WIDTH (ACROSS 51.DISI WITH TM I5 DESIGN 121 INDICATES SEARIHO LOCAT16H 17) SPECIAL HANDLIHO CAME SHOULD BE TAKEN DU-Ti SHIPPIIIQ Ano 01 LENGTH IALSLGTS) MD THE ORIENTATION OF THE 9i THIS DES{ore 1S APPLICABLE TO SMOPTEP SPAN TRUSSES OF EPECTION OF TRUSSES SEE HIB-91 FOR PECOM ETMIATIONS SIZEC T i IDENTICAL LOAOILv.LrD CGeFIGVRAjjkr1 -COE6IGUiATtON AND LOAGItIG SPECIFIED BY FABRICATOR BUILDING TYPE: ENCLOSED RESIDENTIAL -REPETITIVE MEMBER STRESSES NOT USED. CODE: STANDARD BUILDING CODE (SBCCI 1991) -ADDITIONAL PLATING FOR HANDLING TRUSSES I5 RESPONSIBILITY OF FABRICATOR. MIND SPEED: 110 MPH -THIS TRUSS IS DESIGNED Ot&V FOR THE LOADS SHOWN. PROVISION FOP THE MEAN ROOF HEIGHT: 13 FT. PREVENTION of PONDING MUST BE MADE AND IS NOT THE RESPONSIBILITY TRUSS LOCATION: (Se) Free OF THE TRUSS FABRICATOR OR CLAPY. UPLIFT CONNECTION REOUIREO: /039# -ANT[c1PAreD 1aR1zOITAI MOVEMENT CINDER TOTAL LOAD - 212' AT EACH SUPPORT LOCATION. NET MIND PRESSURES BASED ON DEAD LOAD SHOWN BELOW. SEE NOTES 10 AND 11 ABOVE FOR CHORD BRACING nEOUIREMENTS. 4-f-11 2-e-o RUN ^4=3-8 4-1-11�4-5-3 4_ T 5-0-3 - 4-8-11 5-3-3 1-5-14 #2 - —02 #2 12 02 #2 1-5-14 Max iM19ht 8-10-3 74 PLF 12 �)6 ID 2631 2841 3171 3500 3+A 3060 3540 12 � 1\\ 3fi7 301# ' 6 2 In ' 8# 870 14 , rn •\\ �\ \,•\ fie 1021 1270 92# 1000 t27# 720 21# 0 N \ 400 148' f 8141 8# 13.5171% I^t ea 13.5142% '�q T 3x4 5x6 3x8 3x4 ca+' 3x5 3x11 gx so a 3 20 PLF 12 4-3-8 6-2-8 6-6-0 2-0-0_ 7-4-8 5-5-12 2-1-12 02 02 02 #2 02 02 ForceS(L-P) 1-4-0 2x4 2x4 2x4 2x4 2x4 2x41-4-0 34-0-0 TOP SOT was NESS -5446 5001 -302 -132 -5446 2891 2507 330 -2768 2172 -770 -2702 -t809 1617 831 -1544 1723 -865 -1726 1447 753 -1865 -618 -221 690 497 -255 No trusses: 1 Maximum deflection occurred at bottom joint #3. Maximum Live Load Deflection of .299' (5/15), Index-.276, (L/1305) Maximum Total Load Deflection of .469' (8/16), Index-,288, (L/832) & REV 3f-T-73.0/13D +LF �J CLARY DIVISION PLATE TYPE: D.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 34'B' HV-15 T-9 ALPINE ENGINEERED PRODUCTS Inc y�000 2-0-0 LL TC 30 GRAND PRAIRIE,E. T% 75061 7'0 DL TC 7 2X4 02 DS SP ENG. FOR: TRUE TRUSS INC 1801 S. GSM BC LUMBER PROJECT: CENTEX 3702 A 6 C DATE: 27 Jan 1993 T2X6 01 DS SP 1214) 660-3940 Ai rNC-�dii STL LL BC 0 WEBS LAYOUT ID: 100/ 668 33.33 OL BC 10 2X4 03 SP ADDRESS: SCALE: MEMBER TRUSS PLATE INSTITUTE TOTAL 47 EXCEPT AS MAY BE NOTED 1/8 0 Ali I! ul43EP Se ALL BE O< THE SPECIFIEO MIJ.UM TRADES, 5! CW.ECIOA P14ILS SnALL BE IISTALLEU S.MMETRICALL( d4 10) ALL IE++SIdI CNONO MEMBERS ASStA.ED TO BE CO TIN4110U5L1 131 INDICATES LATERAL BRACIG MELOCR 1194 MIN.: 'SPE.-IES. 410 192 MA 91 MDy y01S UAC COTENI. OR SUCH THAT THE JOUR BRACED Br EI[ER 3/0" 'Mill) PLIKOOD SHEATH!1400. 192' JA) IISTALLATIGII AND EFECTIWI OF THE TRUSS. PCRKA+EN7, ,M10 IS OF nI;HEP ALLJMABLE STRESS'/ALIES. ALL'IALUES USED 6; IDP CNUINO SPLILES APE HOT KCGMHENOEG TO OCCUR IHINN DRYWALL ON BRACING HEMBEPS SPACED f0' O.t (.AA,. TEMPGPAP.SPACING SHOULD BE OOE /H ACCGKANCE YIT. OR DE>I w+ ARE BASED O+ THE LATEST COITION OF THE IIA- DIRECTLY ASO'iE A BOTTOM CHOPG SPLI'-E. UNLESS NOTED OTHERWISE. CURRENT IPI BRACING AND ERECTION P'JBLICAIIW+S. TId+AI GESTGII STAIGAPOS PJSLIWD BY THE NATIONAL b 4-2000 APPPOYAL NrWKAS: UBC 2342. FHA TCB 2014. SBCC 11) AIL CdNPRESSIWN CHCND HEMBERS ASSUMED TO BE CWRINOUSLn51 THIS DESIGN CONFORMS TO CUFWP4I IPI DESISU SPECIFICA- FdESN PRODN$75 A55OC UTIO+ 7251. BOLA FINE n6-125 BaACEO e."' I iNER 3/e• ry1N.) PL N40GD SrEATN1NG. 1/2' TIGUS FOR METAL RATE CONNECTED 110W Tal;S5E5 AND 21 1HIS DESIGN IS BASED ON CLAR/CC44ECIOQ PLATES OL+ a) IVIS TRUSS HAS BkEN OESIOEO FUN THE LOADING SHOWN IMI+.) OR,WAIL OR BRACING MEMBERS SPACED AT 16' o C. WANT. STA DARDS FOR TRUSSES. 31 cot ECTCA PLATES SIZES ARE BASED l)4 A91AL FOPCES dL/. dN THIS OPAWIHG INSTALLATIC41 ANG USE SHALL CONFORM 1.4X1, UNLESS IIOTED OTHERWISE, 16) 110 MEMBER OF THE TRUSS MAY BE CUT DR MODIFIED IN ANN WA+. 41 Cd#EC TA PLATE SIZES ARE CALLED OUT WIDTH IACRGSS SLUTS) MI IH THIS DESIGN 12) INDICATES BEAR INO LOCA 7IGIN. 17) SPECIAL HANDLING CARE SHOULD BE TAKEN DUQPG SHIPOIIIJ AIID B+LEr+G In IALWNG SL GT S� AO iHE OPIENTAT ION GE=. THE 91 IN IS OESIC44 15 APPLICABLE TO SNIOPTEP SPAN TRUSSES Of ERECT IO+OF TRUSSES SEE H15-91 FOR RECOHNENDATI O+S Sill IALI THE 0 I.pf►TE LE= �[�I, LD}pJNG Arc Cuff IGURATIG+ -00UFtGUAATjr4I AND LOADING SPEC F EO BY FABR CA YDA BUILDING TYPE: ENCLOSED RESIDENTIAL -PEPETITIVE MEMBER STRESSES NOT USED. CODE: STANDARD BUILDING CODE (SBCCI 1991) -ADDITIONAL PLATING FOP HANDLING TRUSSES IS RESPONSIBILITY OF FABRICATOR. MIND SPEED: 110 MPF{ -THIS TRUSS IS DESIGNED ONLY FOP THE LOADS SHOWN. PROVISION FOR THE MEAN ROOF HEIGHT: 13 FT. PREVENTION OF PONDM MUST BE MADE ANO IS NOT THE PESPONSIBILITY TRUSS LOCATION• (Se) area of THETRUSS FABRICATOR OR CLARY. UPLIFT CONNECTION REQUIRED: /07N3111 AT EACH SUPPORT LOCATION. -ANTICIPATED HORIZONTAL MOVE14ENT UNDER TOTAL LOAD - 196' NET MIND PRESSURES BASED ON DEAD LOAD SHOWN BELOW. SEE NOTES 10 AND 11 ABOVE FOR CHORD BRACING RFOUIREMENTS. 3-5-11 3-4-0 4-0-11 RUN 3-5-11 3-9-3 3-4-0 4-4-3 4-7-3 R11T1 1-5-14 1-5-14 74 PLF Max Height 7-10-3 12 v 6 �15 2630 2471 284# 3T' 3X4 2680 a 31t# 2570 3021 12 A dkI 2761 \ 8 P `� 2650 1480 921 1071 1229 130# 97# 621 111# N \ \\ ,;..\ ��\ 400 m 1431/ 13.51.5177 4X 3x5 Q (3.51 4fx 5x6 3X4 3x4 3x6 C'+ 3x11_J 3 20 PLF (�-J 12 v 3-5-12 v 4-3-9 5-2-6 5-5-0 6-8-0 6-4-8 3-1-12 12 02 02 02 02 02 1-4-0 2X4 2x4 2x4 2X4 2x4 2x4 1-4-0 Force5lL-P) 34-8-0 TOP BOT WEBS WEBS -5205 4779 -277 106 -5205 2904 2275 -611 -2816 2236 -750 867 -1934 1656 800 -2142 -1730 1382 -804 -1458 549 602 -1630 -595 159 -12% -438 ' 664 444 No trusses: 1 Maximum deflection occurred at bottom joint 13. Maximum Live Load Deflection of .293' (5/16), Index-.279, (L/1291) Maximum Total Load Deflection of .46' (7/16). Index-,292, (L/822) _ 1 REV 3-25-93 WWD fhF CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 34'8' HV-13 T-10 ALPINE ENGINEERED PRODUCTS Int2X4 112 N SP ENG. FOR: TRUE TRUSS INC 1e01 S. GSW PKWY, 8C 2-0-0 LL Tc 30 8C LUMBER PROTECT: CENTEX 3702 A 6 C DATE: 27 Jan 1993 GRAND PRAIRIE. TX 75051 7.0 OL TC 7 2X6 #1 Ds SP LAYOUT I0: FI— NEJABER 1214) 650-3940 TSEETEAREA: -- .-INC-rwSTL LL SC 0 WEBS 676 OL BC 10 2x4 #3 SP ADDRESS:TRUSS P(-ATE INSTITUTE 33.33 SCALE:TOTAL 47 EXCEPT AS MAY DE NOTED i! LU4EP SHALL.BE OF INE SPECIFIED WINIMFJAI GRADES. 51 CGFECTOP PLATES SHALL BE 114STALLEU SfWNEIRICALLf DIN 101 ALL IENSI(1NN CHORD MENK91S ASSUMED TO BE COHIINYIOUSLf 131 / INDICATES LATERAL BRACING MEMBER (IX4 MITI.) SFECIES' AND 19%MAFIW.JM MOISTURE CONTENT, 00 SUCH THAT THE JOINT BRACED BY EI)HER 3/8' ;MINI PLfXDDO SHEATHING, 1/2• 141 INSTALLATION AND EPECTIGI OF THE TGJSS. PEFMAIENT. AIC IC 15 OF HIGHER ALLOWABLE STRESS'VALUES, ALL VALUES USED 6: VCP CHAD SPLICES ARE NOT PECGMENUEO TO OCCUR (MINI DRYWALL OR 8PACING ME84WPS SPACED 10' O.c. (MA71. TEMPOAARV BRACING SHOULD BE DOE IN ACCGHOAIICE WITH FOR DESIGN ARE BASED ON THE LATEST EDITIO14 OF THE I1A GIRECTLY ABOVE A BUITOM CHORD SPLI':E. UNLESS NOTED OTHERWISE CURRENT IPI BRACING,AND EFIECTIGN PUBLICATIC445 TIOUAL DESIGN STANDARDS PUBLISHED BY THE NATIONAL 71 V-2000 APPROVAL NUMBERS: UBC 2342. FHA TCB 2014. SBCC Ill ALL COMPRESSION CHORD MEI4ERS ASSUMED TO BE CONTINADUSLYIS) THIS DESIGN C014FOWMS 10 CLAKHT TPI DESIGN SPECIFICA- FOR(SI (M PRODUCTS ASSOCIATION 7251. BOCA FILE 86-125 BRACED BY EITHER 3/8• IN.) PLYWOOD SHEATHING. 1/2• TIONS FOR METAL PLATE CONNECTED WOOD TRUSSES A1C 21 THIS OE SIGH IS BASED ON CLAP( COMaECTOM RATES OLV Bl THIS TMA$HAS BEEN DESIGNED FOR N4: LOADING SHOWN (WIN.I OAfWM.L OR BRACING MEMBERS SPACED AT 16. 0,C. QUALITY STANDARDS FOR TRUSSES. 3! COIECTOP PLATES SIZES ARE BASED ON AXIAL FORCES ONLY. ON THIS GROWING. INSTALLAIION Mc USE SMALL COfORM (MAF). UIESS NOTED OTHERWISE. 16) NO MEMBER O- THE TRUSS WAV BE CUT OR MODIFIED NI MNf WAV, 4! CNER CTOR ATE ONSIZES ARE CAL LEO OUT WIDIN (ACROSS SLOTS) WITH THIS DESIGN 1211101CATES BEAAIO LOCATION. 171 SPECIAL HADL.I/G CARE SHO(ILD BE TAKEN DTPTNI S-1-11-0 MID 81 LENGTH (ALONG SLOTS) MD THE ORIENTATION OF THE 9) THIS DESIGN IS APPLICABLE TO SHDPILR SPAN TRUSSES OF ® ERECTION OF TRUSSES SEE HIB-91 FOP RECOMMENDATIONS SIZETION Of THE PLATE LENGTH. IDE14TICAL IG N ! - -CONF IGLIRAT foil AND LOADING SPECIFIED BY FABRICATOR BUILDING TYPE: ENCLOSED RESIDENTIAL -REPETITIVE MEMBER STRESSES NWT USED. CODE: STANDARD BUILDING CODE (SBCCI i991) -ADOIT I ONUL PLATING FOR HANDLING TRUSSES IS RESPONSIBILITY OF FABRICATOR. VINO SPEED. SSO MPH -THIS TRUSS IS DESIGNED ONLY FOR THE LOADS SHOWN. PROVISION FOP THE MEAN ROOF HEIGHT i3 FT. PREVENTION OF PONDING MUST BE MAN ADE D IS NOT THE RESPONSIBILITY OF THE TRUSS FABRICATOR OR CLAPI. TRUSS LOC/TION: (Se) are 8 -ANTICIPATED HORIZONTAL MOVEMENT UNDER TOTAL LOAD - 192' UPLIFT CONNECTION REQUIRED: 9&7* AT EACH SUPPORT LOCATION. NET MIND PRESSURES BASED ON DEAD LOAD SHOWN BELOW. SEE NOTES 10 AND i1 ABOVE FOR CHORD BRACING REOUIREMENTS. RUN 4-3-9 4-2-6 4_6-0 5-4-0 - 5-4-0 - -- 5-4-8 5-_7-8^ 1-5-14 12 02 12 12 12 74 PLF Max Haight 6-10-3 12 Q 6 364E 3951 3961 'Kf 12 Y1 3z4 �rS322• 390E 5 p -\ � 3041 2031 6*6 3xs 14es Mi ry ♦ 1271 1941 184/ 105E 311, 401 ♦ 1764E IMV o 1440N (3.5169% M^ 13.5141% 3xB 1 9x9 3x8 2). 3x5 Q y 301 3 3x5 12 20 PLF 3-1-12 4-3-8 6-8-8 10-8-0 7-10-4 0206 02 ►2 /2 1-4-0 2x4 2x4 2x4 2X4 34-B-0 Forces(L-R) TDP BOT WEBS -5244 4815 -305 -5244 2717 2493 -2252 1957 -866 -2015 992 643 -1519 -471 e1 -1698 -632 525 363 593 -2212 No trusses: 1 Maximum deflection occurred at bottom joint 02. Maximum Live Load Deflection of .279" (4/16), Index-.266, (L/1356) Maximum Total Load Deflection of .437' (7/16), Index-.277, (L/856) In ,QLV 3-25-93 OI^3D /4-7-F CLARY DIVISION PLATE TYPE: D.C. SPACING LOADING (PSFI TC LUMBER TRUSS: 34'8' HV-11 -11 ALPINE ENGINEERED PRODUCTS Inc V2000 2-0-0 LL TC 30 2X4 #2 05 SP ENG. FOR: TRUE TRUSS INC - 1sot S. GSM PKWY. BC LUMBER PROJECT: CENTEX 3702 A 6 C DATE: 27 Jan 1993 GRANO PRAIRIE, Tx 75051 7.0 !k TC 7 2X6 171 DS SP LAYOUT ID: (214) 660-3940 -LTE—AAEA: INC FDA STL LL SC 0 WEBS 592 33.33 OL BC 10 2X4 A3 SP ADDRESS: SCALE: MEMBER TRUSS PLATE INSTITUTE TOTAL 47 EXCFPT AS MAY BE N07FU I/B Ip I�1/ I _ V LUMBER SHALL K OF THE SPECIFIED MINIMUM GRADES. 51 CWUECTOR PLATES SIULL BE INSIALLEU SI-IE141CALLI ON 10) ALL 1EN15101N(:000 MEMBERS ASSLAEO TO BE CWTIHUOUSL'r 131 � INDICATES LATERAL BRACING MEMBER (MFS uj ! SPECIES. AID„19x MAJIMM MOI ST'.M CC04TEIJ OR SJCM THP1 IRE JOINT BRACED SY ETHER 3/B' IM IH! PLNM000 SHEATNIIO. 1/2' 1 41 INSTALLATION AND ERECTION OF 7/E TRUSS. PERMAr ErN, u0 15 OF nIGIEP ALL DMABLE STRESS'/ALES, ALL 'IALUES USTU Of ICP CHORD SPLICES APE NOT PECOw4!NO'D TO OCCUR IMINN DRYWALL OR SPACING MEMBERS SPACED /G' O.G IMAM. TEMPORAP'f BRACING SHCULD BE DOE IN ACCOPOAIICE WIIM FOP DESIGN ARE BASED ON THE LATEST EDITION OF THE IIA- DIRECTLY A90'IE 4 BOTTOM CHORD SPLICE. UNLESS NOTED OTHEPWISE. " HT TPI BRACING AND ERECTION PUBLICATIONS. T ZONAL GE SI GI STANOAPOS PUDLISNED 9r THE NATIONAL 71 V-2000 APPROIAL if-n1WRS: UBC 2342, FMA TCB 2014. SOCC 11) ALL COMPRESSION CNOD MEMBERS ASSUMED TO BE CONTINUOUSLU75N THIS DESIGN CONFORMS TO[UNBENT TPI DESIGN SPECIFICA- FOREST PRODUCTS ASSOCIATION. 7251. BOCA FILE 06 126 SPACED BY EiriER 3/0' (MINA PLFMOOO SHEATHING. 1/2' TIC445 FOR METAL PLATE COIECTEO WOOD TRUSSES AND 2T THIS DESIGN IS BASED ON GLARI CGIMCTOR PLATES ONLY 81 THIS TRUSS HAS BE(NN DESIGNED FFP TME LOADING SHOWN IMIN.) ORIMALL OR BRACING MEMBERS SPACED AT 16' O.C. OUALITI STANDARDS FOR TRUSSES, 3! COaECTOP PLATES SIZES ARE BASED ON AFIAL FORCES 04 N ON THIS DRAWING. INSTALLATION AND USE SMALL CONFORM IMAW). UNLESS NOTED OTHEPMISE. 16) NO MEMBER OF THE TRUSS MAY BE CUT OM MODIFIED IN ANN MAv. A! CO4ECIOR PLATE SIZES APE CALLED OUT WIDTH (ACROSS SLOTS) WITH THIS OESIa4 12) ® INDICATES BEARING LOCATION. 171 SPECIAL HADLIND CARE SHOULD BE TAKEN DUNIua SHIPPIND A11 BN LENGTH TALONG SLOTS) AND THE DAIE14TATION OF THE 91 In IS DESIGN IS APPLICABLE TO SHORTER SPAN TRUSSES OF ERECTION OF TWJSSES. SEE MI9-91 FOR PECOaENDATIOS SIZE C ION OF THE PLATE LENGTh. IDENTICAL LOADIW AND COEIGUPAIION -CGIIF A ION AND LOADING SPECIFIED SY FABRICATOR Q -REPETITIVE MEMBER STRESSES 140T USED. BUILDING TYPE: ENCLOSED RESIDENTIAL -ADDITIONAL PLATING FOR HANDLING TRUSSES IS RESPONSIBILITY OF FABRICATCR. CODE: STANDARD BUILDING CODE (SBCCI 1991) -THIS TRUSS IS DESIGNED ONLY FOR THE LOADS SHOWN. PROVISION FOR THE WINO SPEED: 110 MPH PREVENTION OF PONDING MUST BE MADE AND IS NOT THE RESPa4SIBILIT/ MEAN ROOF HEIGHT: 13 FT. OF THE TRUSS FABRICATOR OR CLARY. TRUSS LOCATION: (Se) area -ANTICIPATED HORIZONTAL MOVEMENT UNDER TOTAL LOAD - .25' UPLIFT CONNECTION REQUIRED:• 980#AT EACH SUPPORT LOCATION. NET WIND PRESSURES BASED ON DEAD LOAD SHOWN BELOW. SFE NOTES 10 AND 11 ABOVE FOR CHORD BRACING REQUIREMENTS. 3-2-e RUN 4-3-8 3-6-0 4-10-1 4-1_1-13 4-10_-1_ 4-4-8 4-7-8, 1-S-f4 /2 02 02 02 02 92 12 74 PLF Max Height 5-10-3 12 Q 6 3090 3641 3640 3411 12 x/{1.5 K 3x4 2411/ 322F 5 � ✓' a 2670 1601 rn x 6*6 VS 1481 H 1070 1150 980 980 1370 861 in 400 I Hi 0 f 16020 (n T 9x12 �' No 16020 13 5)53 3x4 5x6 3x1 3x4 :, 13.5146% 3x12 3x7 a 3 12 20 PLF 4-3-8 5-8-8 4-10-1 4-11-13 4-10-1 9-0-0 92 92 02 02 #2 1-4-0 2x4 2x4 2x4 2x4 2x4 34-9-0 Fortes(L-R) TOP BDT WEBS WEBS -5921 5437 -268 302 -5921 3420 2470 -355 -3026 2706 -909 -3102 2997 677 -3102 2399 540 -2998 2712 -365 -2683 140 -3033 -459 817 No trusses: i Maximum deflection occurred at bottom joint 114. MaXiMUm Live Load Deflection of .389' (6/16), Index-.337, (L/1069) Maximum Total Load Deflection of .61' (10/16), Index-.352, (L/682) - A REV .3-25-93 Om)b PmF pl CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 34'8" HV-9 T-12 (�J ALPINE ENGINEERED PRODUCTS Inc y�2000 2-0-0 LL TC 3p 2X4 #2 OS SP ENG. FOR: TRUE TRUSS INC - b , S. GSW PKWY. BC LUMBER PROJECT: CENTER 37p2 A & C GATE: 27 n GRA Jan 1993N) PRAIRIE. Tx 75051 7 p OL TC 7 2X6 01 DS SP LAYOUT TO: F y` 1214) 660-3940 —dT��RF"T: "- -"INC: FOii—S7L LL 8C 0 (/ 658 DL BC 10 HERS 2X4 03 SP ADDRESS: L �14E MBER TRUSS PLATE INSTITUTE 33.33 TOTAL 47 ALE: 1 EXCEPT 45 MAY BE NOTED 1/B Ir L1x49ER SHALL`BE OF THE SPECIFIED MINIMUM GRAMS. 51 CC40ECTOO PLATES SHALL BE IIISIALLEU SMICIPICALLI Oil 10) ALL 7EI151011 CHORD MEMBERS ASSUMED TO BE COINIMAOJSLN 131 0� GDICATES LATERA- BRACING MEMBER IIA4 MIH.) SPECIES, A+D 192 MA$IWUN MOISTUFE COI1IENT, OR SUCH THATTHE JOIIII BRACED BV EITHER 3/8' IM7111 PLIM000%CATH1110, 1/2' 141 II+STALLATIGI AG ERECTIGI OF THE TR'.1SS, PERMA14N T, A"" IS CF niG"EP ALLJHLBLE STRESS VALUES, ALL VALUES USED 61 1 C GICPO SPLICES ARE NOT PECOw+ENUED 10 CCCUP IMIHI IArWALL OR BRACIIIG MEMBERS SPACED f0' a c. IMA//, TEMCPAPI BRACING SM1A0 BE DONE IN 4CCGI+CAr10E xl Tn FOP OESIZ++ARE BASED Of$ TIE LATEST EDITION OF THE NA- GIPECTLV ABOVE A BOTTOM MORD SPI I'E. 11HL ESS WIED OTHERWISE. =UEMIENT TPI BRACING AND EFIECTIGN PJBLICATIC46. 110114E LES IGU 5t A14DAPDS PUBLISHED BV THE NATIOIIAL 71 V-2000 APPRO/AL 11—BER5', URC 2342. FHA TCB 2014. 58CC 11) ALL COMPRESS CH10RD MENDERS ASSUMED TO BE CGITIIIUOJSLf15) THIS DESIGN!COIFOWIS TO CUMENT TPI OESISH SPECfFfCA- HUREST PPHC4,11S ASSGCIATION. 7251. BOCA FILE 06-125 SPACED 81 EITHER 3/B' IMIM.1 PLVMOGO SIEATHIIIG. 1/2' TIGIS FGR NET AL PLATE CE'"ECTED NOW TRU55ES AIt 21 HI OE SI++H+ IS BASED tNl CL Aar CU4ECtOP PLATE WN I BI IN 15 IRtt55 HAS!•IRI+OESIG+4D FDA 1rE LGAOfI1G SNOMN HAIN.1 Ej.""L OR OR 1116 MEMBERS SPACED AT 16' o C, OUALITI STAIDAMS FDR TRUSSES. 3! COIN 4CIW PLATES SIZES ARE BASED d/AAI AL FORCES ON&I. yl THIS onXWI+AI. ItISTALLAT 1611 Al IT;USE SHALL CCYIFORN NAF1. TNAESS HOTED OTHERWISE. 16T 110 MEMBEP GF IHC tRUSS MAI BE CUT OR MODIFIED 111 Ml+ MAI, 41 CON4CI GP PLATE SITES ARE CALLED OJT W10TM /ACROSS SLOTS! MI TH THIS GESILIA - 121 IIMIICAIES TE AR 1116 LOCATIGN. 171 SPECIAL HNAOL IIB CARE SHOULD BE TAXE11 OIAIl10 SHI-1115 MI 5, LEWTn IALOIIG SLOTS) AG THE ORIENTATION OF THE 91 In IS DE IS APPLICABLE TO SHORTER SPAT TRUSSES OF EPECTI@1 OF TRUSSES SEE MID-$$ FOP RECC4W+EtDA11(x+5 PIC44 ge Tit PLATE LFfIGTH, IFErITICAL LQAL)jL.L_AHD_C011FISU ATION -CG#WIGURAi Wi ANG LOADING SPEC[ IED BY FABRICATOR -REPETITIVE MENDER STRESSES NOT USED. A BUILDING TYPE: ENCLOSED RESIDENTIAL -ADDITIONAL PLATING FDR HAIEn If1G TRUSSES 15 RESPONSIBILIT! OF FABRICATOR. CODE: STANDARD BUILDING CODE (SBCCI 1990 -THIS TRUSS IS DESIGNED GNLY FOR THE LOADS SHOWN, PROVISIO14 FOR THE WINO SPEED: 110 MPH PREVENTION OF PONO[NG MUST BE MADE AND IS 140T THE PESPOIISIBILITY MEAN ROOF HEIGHT: 13 FT. OF THE TRU55 FABRICATOR OR CLARY. TRUSS LOCATION: (Se) area -ANTICIPATED HORIZUIt AL MOVEMENT UTIDER TOTAL LOAD - 279' UPLIFT CONNECTION REQUIRED: q80 IAT EACH SUPPORT LOCATION. NET WIND PRESSURES BASED ON DEAD LOAD SHOWN BELOW, SEE NOTES 10 AND 11 ABOVE FOR CHORD BRACING REQUIREMENTS. 3-4-8 RUN 4-3-8 4-8-6 4-7-2 4-8-14 4-8-14 4-7-2 3-7-8 74 PLF 1-5-14 f2 #2 02 02 #2 Max HBSQIt 4-10-3 12 Q 6 344# 3450 351/ 3450 295# 4 i i ♦ i 12 2480 6 (7 3x4 N 3x4 x�'� 32�# 1 ZI 1230 To 871 93# 930 950 930 t 14f 661 401 1602/ #I [3.51fi3 16021 9x12 3xq 3x4 3x8 5x8 3x4 3x7 " 13.514611 9x12 3 12 20 PLF 4-3-8 4-8-8 4-7-2 4-8-14 4-9-14 4-7-2 7-0-0 #202 02 #2 #2 f2 f2 1-4_0 2x4 2x4 2x4 2x4 2x4 2x4 34-8-0 _ Forces(L-P) TOP BOT WEBS WEBS -5923 5439 1321 1246 -3451 5297 -2275 243 -3832 3086 631 -273 -4007 3831 937 -4007 3577 -475 -3578 2586 217 -2892 2825 -352 -3160 533 1 -663 No trusses: i Maximum deflection occurred at bottom joint #4. Maximum Live Load Deflection of .455' (7/161, Index-.395, (L/912) Maximum Total Load Deflection of .715' (11/16). Index-.413. (L/582) RECOMMENDED CAMBER: .39' REV 3-25-93 01f3D Az.Fc-n pw CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 34'8* HV-7 T-13 ALPINE ENGINEERED PROOUCTS Inc V_2000 2-0-0 LL TC 30 2X4 #2 Os SP ENG. FOR: TRUE TRUSS INC - 4 1801 S. GSM PKWY. BC LUMBER PRO.,ECT: CENTEX 3702 A 6 C DATE: 27 Jan 1993 GRAND PRAIRIE. Tx 75051 7 0 OL TC 7 2X6 #1 Ds SP 12t4) ti60-3940 L7RE�ITaEAi _--kINC _r09 STL LL SC 0 WEBS LAYOUT TO: 698 OL BC 10 2X4 #3 SP ADDRESS: C � MEMBER TRUSS PLATE INSTITUTE 33.33 SCALE: TOTAL 47 EXCEPT AS MAY BE NOIFU SSB 11 LUIBER SHALL BE OF THE SPECIFIED IIIf/1N W(71Af1E5. --_ 5! C HECTOR PLAIES SHALL BE 114STALLLU S11MEIRICALLI DII 10) All TEHS1011 CHORE)MEMBERS A5SUME0 TO BE CDIITIHtX)USLr 191 $ 11DICATES LATERAL BRACIINI MEMBER 11AA MI1 .1 SPECIES, MD 19%MAMMA-MOISTURE CDIITEI4T. On SUCH IIUT L•E Jo1117 BRACED 61 EITHER 3/B' 1"(141 PL-Iw'100`.HEATHINO. 1/2' IAI IIISTALLATIGI MD EAEC71014 OF THE TRUSS. PERMMEW. A'D .S GF nl weir ALLOWABLE STRESS VALUES. ALL VALUES USED 6! I!M CnCPG SPLICES APE IWI PECDIII4EHLEG 10 GCC;,W 141 Hi WI'1wALL OR BRACING MEMBERS SPACED 1G' 0 C. (MAA!. tEIIPC4AAPI BRAC INS SHW.11.O BE DOLE 111 ACCGPOMICE wITn FM 0(51i11 ARE BASED GI THE LATEST EOITIGI GF THE HA- GIMECIL'1 ABDIE A BOTTGM CnDPG SPU=E, UNLESS NOtED OTHEPN ISE. CURRENT TPI BR'cl$G ANG EAECTIGI P.IBLICATIL46. TIDINL GESIGM STMIGAPO5 PUBLISHED SY THE NATIWAL 71 V'ZGOO APPRO'IAL tP_ANBEPS: (IBC 23A2. FHA TCB 2014, SBCC 1t) ALL CGMPPESSION CHORD NEUNCPS ASSUMED TO BE CGITItAAUSLn5) THIS DESIGN COWORMS TG C:A/IEHT rOt OES1G1 SPECIFICA- FDRE57 PADCCMC TS ASSGCIA F t011. 7[51. BOLA FILE NE-t25 BRACED Be EITHER 3/a' IM1N.) PLINDOO SHEATHING. 1/2' TIMIS FOP METAL PLATE CGeECTEO NOGG TRUSSES MID 21 THIS DESIGI IS BASED GI CLAP(COVECTOR PLATES OtL1 BI THIS I"S HAS BEEI1 DESIGIIED FOR THE LOADIIG SHOW INN/1 DRINALL OR BRACIIIG MEMBERS SPACED AT 16' O.C. DUALITY STAIDARDS FGa TRUSSES. 3t COrAECTCA PLATES SIZES ARE B+SED 04 Ax IAL FORCES GL 1, al THIS OR N114 IIISTALLATION AID USE SHALL C(YfDM IMAY1. UILESS NOTED OTHERWISE. 161 110 MENBER OF THE TRUSS MA+BE CUT GR MODIFIED ltI ANI w+1. .! Co9 Vc.PLATE SIZES APE CALLED OUt NfOTH (ACROSS SAWS) HI IH THIS DESIU4 12) Bg Ifg1CAIES BEARIID LOCATIGI. 171 SPECIAL HMOL1110 CARE SHOULD BE TAMEST DURNW SHIRPIID All BI LEI1GTn IWO*SLOTS! MD THE OPSCNTAT ION OF TIE at THIS OESIGt1 IS APPLICABLE TO SHDPTEP SPM( TRUSSES OF EPECTIGI OF TRUSSES SEE NIR-9t FOP PECOMNErDAtl(klS TLE CALL 00 is Irc DIRECT(GI f/ LIE RAT[LENGTn ILENFICAL I QtiQ TIG Mn CDIf[GIMAT I ff. -COtIFIGURAtION AND LOAD TIG SPECIFIED BY FABRICATOR J{� BUILDING TYPE: Enclosed Residential -REPETI LIVE 14EMBER STRESSES (KIT USED. -ADDITIONAL PLATING FOR HANOL114 TRUSSES IS PESPONSIBILIT( OF FABRICATGI. CODE: Standard Bui tding Code (SBCCI 1991) -ANTICIPATED HORIZONTAL MOVEMENT VNOER TOTAL LOAD - .133' WIND SPEED: 110 no MEAN ROOF HEIGHT: 131 TRUSS LOCATION: (Se) area UPLIFT CONNECTION REQUIRED: S/ q # AT EACH SUPPORT. NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW SEE NOTES 10 AND 11 ABOVE FOR BRACING REQUIREMENTS. -s-e 129.5 PLF RUN 4-3-6 6-9-4 6-11-0 6-I1-0 7-0-12 74 1-5-14 02 02 2x4 2x1 7A-0 Max Ha1991t 3-10-3 920 6310 886► 0960 8860 438► 12 24sr 4x4 7x5 4x4 6xe U8/ n 9*6 oil m t 670 4,420 2400 1420 2400 1180 _ �(V p 400 28350 1 12x5 1x1 4x1 ez7 6x7 Q 26880 13 5)40 3x12 iX.(� 13.513Bx 0 3 12 2-e-e 20 35 PLF 1-3-9 8-9-4 6-11-0 6-11-0 7-0-12 7- -0 1-4-0 34-8-0 2960 Y FOrceR IL-R) TOP 80T WEBS WEBS -11160 10307 2567 7011 -7666 9999 -3380 -2718 -9958 ISMS 1687 -9916 9957 3292 -9916 5630 -872 -6631 0 -46 -997 3481 -2640 � No trusses: 1 Truss designed to support 5-0-0 Jack system with Outrigger Maximum deflection occurred at bottom Joint 04. 2 Matmoor8 RsOulred Maximum Live Load Deflection of .467' (7/16), Index-.404, (L/891) FASTEN TOGETHER WITH: n TOP 10tl NAILS 12'0.C. Maximum Total Load Deflection of .732' (12/16), Index-.422. (L/568) t' OOT IOd MAILS i2'O.C. RECOMMENOEO CAN8ER: .4w u WEB 10d NAILS 12'O.C. ARV 3-25 13 W FASTEN AT OR NEAR ALL PANEL POINTS. �F 00,NOT NAIL OR BOLT THROUGH TRUSS PLATES. CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING IPSF) TRUSS: " 34'8W HV-5 T-14 V2000 2-0-0 J ALPINE ENGINEERED PRODUCTS Inc TC LUMBER / � LL TC 30 2x6 ri os SP ENG. FOR: TRUE TRUSS INC - 1801 S. GSM PKWY. BC LUMBER PROJECT: CENTEX 3702 A 6 C DATE: 27 Jan 1993 GRANO PRAIRIE. Tx 75051 7.0 OL TC 7 2x6 r1 Os SP LAYOUT I0; 1254) 660-3940 EA— TN-t'-FbR 3T1: LL BC 0 NESS 814 OL SC 10 2X4 03 SP ADDRESS: - — ,Mf.MBER TRUSS PLATE INSTITUTE 33.33 7U EA(- 4/ I f-xCFPT AS MAY U!- 14(l1El1 51/8 ' (iii i0 I) LIXIBEP SMALL BE OF THE SPECIFIED MINIMUM GRADES, 51 COINECTOR PLAILS Slue BE IINSTALLEU S—EIRICALLI OHI 101 AIL IEt151ON CHOPO MEMBERS ASSUMED 10 BE CO14TIt4A:ISL1 131 0' DIOI[ATES LATERAL BPACItNG MEMBER !1/4 MPI-1 SPECIES. AFC.192 NAXIWJM MOISTUAE CMITENT, OR SUCH THAT THE JOINT BMACE0 Br EI THEP 3/a" INIIII PLYWOOD SHEATHIID. 1/2' 141 INSTALLATIGN AID ERECTIOII GF THE TRUSS. PEPM4{NT, AHD IS GF Mir ALLOWABLE STRESS VALUES, ALL VAL IIEi VSFO BF TOP CI1CliD SPLICES ARE HOT KCOW{I+UNG 10 OCCUR IN 1111 UFIYWALI. OP BRACING MEMBERS SPACED 10 a.L. IM AXj. TEMPORARY BRACING SnCAA.O BE OO{ 111 ACCLPGA,NCE Nlin FOR DE SIGFI APE BASED 01+ THE LATEST EDITION OF THE INA- DIRECTLY ABOVE A BOTTOM CHORD SPLICE. UNLESS 140TED GIHEPMISE. CURRENT TPI BRACING.AND ERECTIC11 PUBLICATIONS. TIONAt DESIGN STANDARDS PJBLISIEO BY THE NATIOtNAL 71 Y-2000 APPROVAL IAx.BERS: UBC 2342. FHA TCB 2014, SBCC 11) ALL COMPRESSION CHORD MEMBERS ASSUMED TO BE COIITIIFJOUSLYI5) THIS CE51GH CONFORMS TO CURRENT tPI DESIGN SPECIFICA- FOREST PAOCACIS ASSGCIATIOI. 7251. BOCA FILE HC-125 HRACEG 8Y EITHER 3/8" (MIN.) PLYWOOD SHEATHING. 1/2' TIGN5 FOP METAL PLATE CONNECTED NOGG ]PUSSES 40 21 THIS DES GI IS BASED OI$CLARY CONNECTOR PLATES ONLY, BI THIS TNJSS HAS BEEN DESIG14ED FOR THE LOADING SHOWN ;MNN.f OR/MALL OR BRACIIIG MEMBERS SPACED AT 16' it c. DUALITY STANDARDS FOR TRUSSES. 3) CO4{C TOP PLATES SIZES ARE BASED ON AOM FORCES otILY. DII THIS ORANIING. 111STALLATION 4C USE SHALL CONFOPM IMAXI, UNLESS I4IEo OTHERWISE. 18) too MEMBER OF TIE IP415S MAY BE CUT OR 14001F IED III ANY WAY. A) COTE C I CA PLATE SIZES ARE CALLED OUT WIDTH (ACROSS SLOTSf WITH THIS OESIG7 t2) EW 114DICAICS BEAPP60 LOCATION. 171 SPECIAL M4NOLINO CAPE 94OLLO BE TAWEN OUPI14 SHIPPIN3 4+ 61 LENGTH IALOIG SLOTS, 40 THE ORIENTATION OF THE 9, THIS DESIGN IS APPLICABLE TO SHORTER SPAN TRUSSES OF EPECTION OF TRUSSES SEE MIB-01 FOR PECO-C140AIl DNS _CGIIFIGURATION AND LOADING SPECIFIED BY FABRICATOR BUILDING TYPE: Enclosed Residential -REPETITIVE MEMBER STRESSES NOT USED. -ADOITI011AL PLATING FOR HANDLING TRUSSES IS PESPONSIBIUTY OF FABRICATOR. CODE: Standard Building Code (SBCCI 1991) -THIS TRUSS IS DESIGNED ONLY FOR THE LOADS SHOWN, PROVISIOIN FOR THE WIND SPEED: 110 1111 V PREVETITION OF PONOIfNG MUST BE MADE MID IS 1701 THE PESPOII5181L 11/ MEAN ROOF HEIGHT: 131 OF THE TRUSS FABRICATOR OR CLAR'/. TRUSS LOCATION: (Se) area UPLIFT CONNECTION REQUIRED: ?'?Z- 0 AT EACH SUPPORT. NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW SEE NOTES 10 AND 11 ABOVE FOR BRACING REQUIREMENTS. Pl1FN 4-7-8 4-4-8 5-3-1 5-4-13 5-4-13 5-4-13 5-5-9 74 PLF 1-5-14 02 02 02 Max Height 4-10-3 3561 394# 4000 4000 3940 1940 12 i / IL, 322# ♦ N ♦ N F i 6 C7' /.}'7 V 3x4 N 3x5 3x8 3 4 J N 2�3 1601 In L 1 j O / , 860 1411 1070 1080 1080 1071 530 � \ / f f I�I 16641 16651 3x413.5166% 13.5166 3x7 3x4 5x6 3x8 3x5 M X N 20 PLF 9-0-0 5-3-1 5-4-13 5-4-13 5-4-13 5-6-9 1-4-0 35-0-0 FOrCeSIL-P) TOP BOT WEBS NESS -3172 2936 -355 -1312 -2822 2523 307 2250 -3223 3222 920 -1613 -3341 2848 -493 -3341 1748 153 -2849 0 - -401 -1749 GAO -eta 1433 No trusses: i Maximum deflection occurred at bottom joint #4. Maximum Live Load Oeflectlon of .27' (4/16), Index-.225. (L/16110) Maximum Total Load Deflection of .423' (7/16), Index-.235, (L/1021) A REV 3-Zs-93 tJEND /Fri f/v CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 36'0N NH-9 T-2 �+q ALPINE ENGINEERED PRODUCTS Inc V2000 2-0-0 LL TC 30 2X4 172 Os SP ENG. FOR TRUE TRUSS INC 1801 S. GSW PKWY. BC LUMBER PROJECT: CENTEX 3702 A 6 C DATE: 27 Jan 1993 I GRAND PRAIRIE. Tx 75051 7.0 OL TC 7 2X4 Y2 N SP F 1214) 660-3940 L apEA - -_IW_FDR--STL LL BC 0 WEBS LAYOUT ID: 448 33.33 OL 8C f0 2X4 03 SP ADDRESS: SCALE: MEMBER TRUSS PLATE INSTITUTE TOTAL 47 EXCFPT AS MAY l+F. IFIOTFU 1/8 11 yu-aERSHALL•.BE OF INE SPECIFIED 14114114.x1(IRAOES. 51 COIXECTOR PLATES SHALL BE INSIALLED SMIEIRICALLI 011 101 ALL IENS1011 CHORD MEMBERS ASSUMED TO BE CONTINWJSL( 13) -0- INDICATES LATERAL 9RACI14 NEMBER IIA.MIM.! SPECIES. MAD 191 MAAIW� W31STURE COIITEIN, OR SUCH THAT IHE •x11147 BRACED OV EIIIER 3/9" ("I"I PL WOOD SIE ATN II B. f/2' 1.) INSTALLATION AD ERECTiGI OF THE Y-,)SS. PEPMU EII T, uto IS OF HIGrEP ALLO14ABAE SIRESS'VALUES. ALL VALUES USED of ICP C"Opo SPLICES ARE NOT PECOIYEL10E0 IO GCCUS 1141111 1R'IHALL OR BRACING MEMBERS SPACED f0' O.I. IMAM. IEMPWIAPI BRACING SHOULD BE Dote 111 ACCORGAIICE WITH FOR DE SIW4 ARE BASED Ort THE LATEST EDITION OF THE NA- DIRECTLY ABOVE A BOTTOM C.0140 SPLICE. UI.E56 NOTED OTHERWISE. CIRK 11 TPI BRACING AND EPECTION PJBLICATIU4S. ,IOIIAL DES IG41 STAIDAPDS P•BLISIEO BY THE RATIOr" h W-2000 APPF60VAL 1AIMBEPS: UBC 2342. FnA TC8 2014. SBCC 11) AL1 CL:MPRESS1ON Cr1OP0 MEMBERS ASSUMED TO BE CONTIWJO)SLY151 THIS DESIGN CONFORMS TO CURRENT TPI DE$1514 SPECIFICA- FOPEST PRDDUCIS ASSOCIAT10r4 7251. BOCA FILE e6-126 BRACED BY EITHER 3/6" (MIN.1 PLYWOOD SHEATWUG. 1/2' TI0r4S FOR META-PLATE COF04ECTEO MOOD TRUSSES AND 21 THIS DESI OI IS BASEO 014 CLARY CONNECTOR PLATES ONLY, B) THIS TRUSS HAS BEE14 DESIS1ED FOR THE LOADING SHOWN M1111 DRYWALL OR BRACING MEMBERS SPACED AT 16• O.C. DUALITY STANDARDS FOR TWASES. 31 C014ECTOP PLATES SIIE5 ARE BASED ON AXIAL FORCES d;'I, ON THIS ORAMIIG. IIISIALLAIION AD USE SMALL COrFOAN (NAx1. UlESS VOTED OTHERWISE. 16) NO MEMBER OF THE TRUSS MAO BE CUT OR MODIFIED IN U41 MAV. 41 COISECTOR PLATE SIZES ARE CALLED OUT WIDTH UCAOSS SLOTS) WITH THIS OESILx4 121 (S INOICAIES BEAR MIG LOCATION. 17) SPECIAL NYNOLIND CARE SHOULD BE TAKEN OLAIIq SMIPPI,D B"LEtIGTM (ALOtG SLOTS] AND THE ORIENTATION Of THE 21 THIS DESIW4 IS APPLICABLE TO SnOPTER SPAN TRUSSES OF ERECTION OF TRUSSES. SEE HI6-91 FOP RECOMMENDATIONS ST7F CALL O!jT 13 ]Of DIFfCTIOH OF THE AIP tFMQTN IDENTICAL LOADING AND i -CONFIGURATION LOADING ECI ] Y FABRICATOR A BUILDING TYPE: Enctosed Residentiat -REPETITIVE MEM8ER STRESSES NOT USED. CODE: Standard BuitdinQ Code (SBCCI 1991) -AGOITICNAL PLATING FOR HANDLING TRUSSES IS RESPONSIBILITY OF FABRICATOR. WIND SPEED: 110 lllph MEAN ROOF HEIGHT: 131 TRUSS LOCATION: (Se) area UPLIFT CONNECTION REQUIRED: /J z S * AT EACH SUPPORT. NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW SEE NOTES 10 AND 11 ABOVE FOR BRACING REQUIREMENTS. 3-2-a 166.5 PLF RUN 3-9-6 5-7-14 'S-9-f0 5-9-10 5-9-10 S-1f-6_ 71 1-5-14 02 02 -_ 2x4 2x1 A-0 Max Height 3-10-3 129E 719• 9541 9660 9661 9541 4710 12 2481 6 D i 4x4 7z5 4x4 4x5 4x7 a}3 1301 m � 1 0 i 650 7110 2581 2610 2610 2581 1271 m m f f I 3552/ 37940 3x9 3x4 6x8 3X6 8x7 4x7 13.5170% 13.5175 � K , N 7-0-0 5-7-14 5-9-10 5-9-10 5-9-10 5-11-6 20 45 PLF f-1-0 7- e2 12 /2 02 -0 35-0-0 5140 Forces(L-P) TOP BOT MESS WEBS -7508 8715 -265 -2940 -7254 5487 645 5301 -92019200 3191 -3658 I - -9977 6720 -1423 , -9977 5430 906 _ -8721 0 -957 -5431 1468 -1725 3842 No trusses: 1 Maximum deflection occurred at bottom joint /4. Maximum Live Load Deflection of .356' (6/16), Index-.297, (L/1213) FASTEN TOGETHER WITH: 2 Members Required Maximum Total Load Deflection of .558' (9/16), Index-.31, (L/774) TOP 10d NAILS 12.0 D.C.C. /n BOT 10d NAILS :12:0:C:' .C. l�f MEB fOd NAILS 12' FASTEN AT OR NEAR ALL PANEL POINTS. a�REv 3-25-931��ati DO NOT NAIL OR BOLT THROUGH TRUSS PLATES. , CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 36'0' MH-7 T-1 ALPINE ENGINEERED PRODUCTS Inc V-2000 2-0-0 LL TC 2X6 11 Os SP ENG. FOR TRUE TRUSS INC - I00 NO S. GSw PKWY. 30 SC LUMBER PROJECT: CENTEX 3702 A G C DATE: 27 Jan 1993 .RAPRAIRIE. Tx 75051 7.0 DL TC 7 2X4 #2 DS SP LAYOUT ID: • 1�F�g (214) 660-3940 E71: b1i $TL- LL BC 0 WEBS 1 670 DL BC 10 2X4 13 SP ADDRESS: �NE MGER TRUSS PLATE INSTITUTE 33.33 SCALE: TOTAL 47 ExCFPT AS MAY OF 14040 _ _ _ 1/8 �4�A1