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Permit 1604 Linkside Dr (vault) CITY OF +. ?ROPERTY .PESCRIPTION � � J 75 6 �itatti - 6ozaa OCEAN BOULEVARD 'at 0_ _Block l___„•....Section I �=-- MAY 2 81993 F.o.BOX 26 ATLAIMC BEACH.FLORIDA 32233 C _ C \[ - =,�_ s t y� TELEPHONE 19b4J 24%-2•!95 Subdivision:_ _ Building and Zoning Street Rome 1 ` r ` ��s e DCSCRIPTION OF WORK sr Address=.,------- C--_- -_-�___-_-----_- i= in a FLOOD HAZARD *Load Zones--------------area Complete page 3. Brief Descriptions__JS Cisss of Works (Nor/Remodel/Addition)-- .OHING INFORMATION Type of �2 • Construction=,5 N� zoning Proposed -_N---w-M_- sistricts________ Uses--_,,,,_ _:- Estimated Value 0_—________________ :xc•ptions or ariances Granted=---_-- _ ------.._-.. Solid or - ----------------------- ------------ Filled '� _Root •'"-- - Ground=„._ _ _-__ = OWNER IKFORKATIO Method of Property Owners_----_•------ --- ��.5�tiC �KK a�E-.-!'l .Phone= Railing c Address----`° n-- a J-- �1-°=rl1�--�-- ----------- --------- =-------- ---------- Zips_ -,- -- CONTRACTOR n111HRTContractor= �� ^""' `��" �P Phones Mailing Address=-„�-- Zips Expiration License Numbers------- Dates-------------- I NERENY CCRTIFY TWAT I NAYS READ AND EXAMINED THIS APPLICATION AND KNOW TME SANE TO RE TRUE AND CORRECT. ALL PROVISIONS EE Or TLAWN AND ORDINANCES OOVERNINO THIS TYRE OF WORK WILL AE COMPLIED WITHETNEN . WNSPECIFIED NCRCEL EIN OR NOT. TIM GRANTING OF A I[RNIT DOES NOT PRESuRE TO OIYS AUTHORITY To VIOLATE OR CANTHE PROVISIONS OF ANY FEDERAL, STATE OR LOCAL RULES REOULATIONS. ORDINANCES. OR LAWS IM ANY MANNER. INCLUOINO THE OOY[RNtNO OF CONSTRUCTION OR THE ~• t � PERFORMANCE aF CONSTRUCTION a THE PROJECT. I UNOtRSTANO THAT THE ISSUANCE 0/ TNts ►ERnIT I5 • � r'�,�� CONTINGENT UPON TME ANOYS INFORMATION MIND TRUE AND CORRECT AND THAT TN[ /LAKs AND SU►PORTIRG 4, j:• DATA NAYS SEEN ON SMALL' NC PPYIDED AN REQUIRED. Owner Signature -----�G ��" _-----Dat•----- - - 4 j Date------------ Contractor Signature-------------- _ CITY OF ATLANTIC BEACH Fixture Unit Worksheet for Water Impact Fee FIXTURE UNITS ARE ESTABLISHED AS THE MEASUREMENT OF WATER DEMAND FOR EACH WATER FIXTURE UNIT INSTALLED AND CONNECTED TO THE CITY WATER SYSTEM. THE WATER SUPPLY CHARGE IS HEREBY FIXED AT TWENTY DOLLARS PER FIXTURE UNIT CONNECTED TO THE CITY WATER SYSTEM. -BATHROOM GROUP CONSISTING OF SERVICE SINK TRAP STAND WATER CLOSET, LAVATORY & BATH TUB OR SHOWER STALL (6) 1 '2— WATER CLOSET WATER CLOSET, TANK OPERATED (4) VALVE OPERATED (8) BATHTUB/SHOWER (2) URINAL WALL LIP (4) SHOWER GROUP PER HEAD (3) FLOOR DRAIN (1) SHOWER STALL DOMESTIC (2) —LAUNDRY TRAY (2) LAVATORY (1) - I COMBINATION SINK AND TRAY (3) 7—WASHING MACHINE (3) _POT, SCULLERY SINK (4) DISHWASHER (2) ----WASH SINK EACH SET OF FAUCETS (2) KITCHEN SINK (2) DENTAL LAVATORY (1) __j_KITCHEN SINK WITH WASTE DENTAL UNIT OR CUSPIDOR (1) GRINDER (3) 0URINAL STALL, WASHOUT (4) BIDET (3) FLUSHING RIM SINK (8) COMBINATION SINK ANT) TRAY WITH FOOD DISPOS. (4) URINAL, PEDESTAL, SYPHON JET DRINKING FOUNTAIN (1/2) BLOWOUT (2) LAVATORY, BARBER/BEAUTY —ICE MAKER (1/2) SHOP (2) i 6 LAVATORY, SURGEONS (2) -.SORGEONS SINK (3) 0 (2) STALL, WASHOUT (4) TOTAL FIXTURE UNITS @ $20.00 EACH $ JOB INFORMATION...'./6 o ALx 1toiz 6987` DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH -- - PERM I T `I NPORMAT I ON ------ _- LQCATI ON I N FORMATION --------- Permit -__-Permi..t Number,: 6987 Address: ;16,04' LINKSIDE THRIVE Permit Type: PLUMBING ATLANTIC BEACH, FLORIDA 32233 !Ia S, of Work: NEW ---------- LEGAL DESCRIPTION.-___'------- Constr. ` Type.: WOOD PRAMS Lot : Black: ' Section: Proposed Use: SINGLE FAMILY Township., RNO: 4 D Fellings-. I' Code: 0 subdiv,ision: SELVA LINKSIDE Estimated Value: Improv. Cost . tQ .bQ Totals ' Amou t5700 " tglgM pf �4w ' a Adm NEW W6 —LIK V �� r�, "u y; 'fid � tiP ,i6 •.S'' t,i� �� }1 TION �� - ' � :�_..- APPLICATION FEES --_ �r PERMIT $57 .00 Add�cess ' , ; ;DRIVER , D DO IMPACT ,FEE �� I 4 41 H, FLORID1r�"� d a� �, �� Ph a �7 C "t19 W RAISON GAS:-H R S ° QQ C R R " `ORMAT1 RADON OAS 5%; $0 ,00 Rai sae=..;DC3N I S FLUkBIN01 "avmr, WATER -TAP .$O ,"0 0 Adder" 4139 ' DN3 BIV1 . SEVER: TAT' ACR LLE, 'FLA. 322 10 HYDRAULIC LI SHARE .010 Lic Type: 4 CAPITAL IMPRCVE`m 00 . ateE N o . . OTHER , NOTES: NOTICE ALL CONCRETE ORMS A'ND FOOTINGS MUST BE IMSPE"CTEb 13EFORE POURING PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT;BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER `'FAMU E TQ COMPI Y WITH THE, MECHANICS' LIEN LAW CAN, RESULT'IN THS PROPERTY t3WNEA PAYING TWICE FOR BUILDING IMPROVEMENTS.19 ISSUED ACCORDING TO APPROVED PLANS WHICH ARE BART QF THIS PERMIT AND'SUBJ TO REVv , R VIOLATION OF APPLICABLE PROVISIONS OF LAW. " 57. vv RECEIPT R: w3wt ATLANTIC ACH BUILDING DEP RTM NT By. //CITY OF //�� // T/ /3 dw -gm Office Of Building Official REQUEST FOR INSPECTION Date / ^�S Permit No. Time r Z A.M. Received 7 r P.M. Job Address Locality Owner's /�7l� Name (� C Contractor BUILDING CONCRETE ELECTRICAL MBINMECHANICAL Framing E Footing ❑ Rough Wiring r Rough E Air Cond. & ❑ Re Roofing E Slab ❑ Temp Pole ❑ Top Out ❑ Heating Insulation ❑ Lintel D Final ❑ Sewer Fire Place ❑ Pre Fab READY FOR INSPECTION A.M. Mon. Tues. Wed. Thurs. Friday _ A.M. Inspection Made P.M. Inspector. � Final Inspection ❑ Certificate of Occupancy a Date rs Niatirr of QTVMM* rnrrMrnt w•sswas IN �url�c�ra zo fultom U mug co1mm- The undersigned hereby informs all concerned that improvements will be made to certain real property, and in accordance with section 713.13 of the Florida Statutes, the following information is stated in this NOTICE OF COMMENCEMENT. Description of property.... 4`7—1tr ........ ,�, ording to...plat thereof recorded in plat book, '/pagps of the current public records of Duval County Fla. General description of improvements................gonstruction� of Single Family Residence ....faith.....graxAger...on....concrete....slabl ............................. ......... �. ..___ _..... __. RETURN TO: JIM HAGAN .. 6620 SOUTHPOINT DRIVE 1400 JX.FL. 32216 Owner------CENTEX-REAL....ESTATE....GQU.PBATION _ , ..........- 6620 SOUTHPOINT DRIVE #400 JX. FL. 32216 Address.... ._... _�................._ w..».__._.............. . ...... _ _ _._...__ FEE SIMPLE Owners interest in site of the improvement•.••••-- --• _ ••• . .. fee Simple Title holder (if other than owner) Name................_..........._..._...........__....................................._...__._......._..._...... Address....__.............................._..... ..._.._..................................._._......... ...__.._ AS Contractor...._._SAME.. .. OWNER.................... ......... Address...__.................._............._.........................................._................. ......._. .._ ..»... .. ._._ . ._._ . Surety (if any)...........__............................_.............. ........_.._......_,..__..._..__...,..._..._...... ... _..._.__...._..........».................................._ of Name of person within the State of Florida designated Ey owner upon whom notices or other documents may be served. Name ARTHUR DAY._...:._ ....... .... _ . „. ._ Address:._. 6620 Southpoint Dr S Suite 400 Jacksonville, Fl 32216 In addition to himself, owner designate::the following person to receive a copy of the Lienot's Notice as provided in Section 713.13 (1) (F), Florida Statutes. (Fill In at Owner's option). Name........................._...................................................... .. __.. .._ .._._.. .».._... . __ ... .. Address...............................................................................................................w . . .... ....�..............__... ..._ T,47Z 'SE�Qse f0 ut1:c011o[R'e use ONLY CITY OF ATLANTIC BEACH BUILDING PERKIT CALCULATION SHEET Address kZ Date 57 3 Heated Square Footage 3 (a $ 3 per sq ft = 7 Garage/Shed per sq ft = $ Carport/Porch _per sq ft = $ Deck per sq ft = $ Patio ---&V_0@ $ 0 per sq ft = $ 32 e TOTAL VALUATION: $ '5`111 3S Z/ c;�60 Total Valuation -1st -$ — -'A '5_5 V - Remaining Value $41. per thousand or portion thereof TOTAL BUILDING FEE s . + 1/2 Filing Fee Q ) Fireplaces @ $15 .00 BUILDING PERMIT FEE BUILDING PERMIT WATER CONNECTION 10. 0 0 SEWER CONNECTION o e-) WATER METER/TAP CAPITAL IMPROVEMENT RADON (HRS) .0095 J .2 (016) RADON (CAB) . 0005 $_ SECTION H PAVING $ HYDRAULIC SHARES $- OTHER $ GRAND TOTAL DUE $ ADDITIORAL PERMITS OR FEES: Mechanical--, Plumbing_ Electrit!/New,_, Electric/Temp I _; SwimmingPoo) Septic Well, Sign___. .Finish Floor Elevation ,,,urvey_----: Other-—, a 1 n BUILDING PERMIT NUMBER CO9< / INSPECTIONS: UNDER SLAB PLUMBING__ SLAB � -12 � 3 FRAMING � "y 3 COVER-UP INSULATION FINAL BUILDING CERTIFICATE OF OCCUPANCY �S 93. ELECTRICAL PERMIT INSPECTIONS ROUGI°i_,_._......•? . : Fl:NAL____.___ 5_ .__.__..__..._______.___.___.__.__._..__._ MECHANICAL PERMIT # � PLUMBING PERMIT NOTES: CITY OF ATLANTIC BEACH, FLORIDA l a Approwdby APPLICATION FOR ELECTRICAL 'PERMIT i TO THE CHIEF ELECTRICAL INSPECTOR: DATE:,—?– IMPORTANT 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. :.i t� ELECT ICAL FIRM: MASTER ELEGIBICI&NSlOfNaTURJQUBfjEYMAIi NAME Lr X-rt-� �.5 ADDRESS:., �,,,7 G'//tJ�GcS/lie �C�t RFD BOX �i BLDG.SIZE BETWEEN: RES.(wAPT.t ! COMM.( } PUBLIC( } INDUS.I ! NEW( OLD( I REW.t ! ADDITION( ) TRAILER ( 1 TEMP.( } SIGNS ( ! SO.FT. SERVICE: NEW 1j�1 INCREASE( } REPAIR i 1 FEE ---- CONDUCTO SIZE AMPS COPPER ALUM. C OR BREER AMPS PH W O f!1 EXIST.SERV.SIZE AMPS PH W VOLT RACEWAY FEEDERS NO. SIZE NO. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL 0.20 AMPS. 31.100 AMPS, SWITCHES INCANDESCENT _ FLUORESCENT 6 M.V. FIXED 0.100 AMPS. OV[R APPLIANCES BELL TRANSF. AIR H.P.RATING N.P.RATING CONDITIONING COMP.MOTOR OTHER MOTORS AMPS CEIL HEAT: KW-HEAT I t` O.1 OVER i MOTORS H.P. VOLTAGE PHS NO. 1II.P. VOLTAGE PHS MISCELLANEOUS k°T fi 691 . DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH i .._.. PERMIT INFORMATION LOCATION INFORMATION- - Permit Number: 6911 Address ., 1604 LIUK$IDE' DRIVE Permit Typo: BUILDING ATLANTIC BEACH, FLORIDA 32233 Cl Asa of Workc NEW 80AL DESCRIPTION ---------- Constr. Type; WOOD PRA lZ L+�ts �142 H1cs�ls: Section: � Proposed Use:, SI'NaLX FAMILY' Town ip. R140: 0 Uwellinga; 1 Code: _ 0 subdivision. SELVA LINxsII7E $2 Es`timated Value. $545'SCU0 Improv. Cast : $0 .00 Total Qe; $2688.16 Amain ° $2 688 .16 / < --J/,A41- ' J7 A TION 4,-- p ° �� ^'_" APPLICATION FEED TATE PERMIT 585.00 Address IM's DRIVE .WA IMPACT" FEE 3000 ItFLORIDA Fft L PLO D FRADO �O S��H.lR.S. E3�,50 FORMAT 1.0 ------ - D RAON' OAS - 5 $0.6 6. Name,Name, ERT EAL ESTATH�� .��,. , , :. , WATER ,TAP,, 0.00 ..e. I DRIVE S$WElR 'TAP 0.00 SACK LLE `L ' 32216 HYDRAULIC, SHARE $0.00 Lie e�w 3 A-3 � Type: 54 ?CAPITAL IMPROVE. 25:Q0 S _ ,H IMPACT 4FEE ��.s0 0 OTNR � t!IOTES.' NOTICE--ALL CONCRETE FORMS AND FOOTINGS MUST BE INSPECTED BEFORE POURING PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE '.BUII,D040, MATERIAL,RUBBISH AND DEBRIS,FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER `lF AILURE 'TES COMPLY WITH. THE MECHANICS' LIEN LAW CAN °RESULT IN THE PROPERTY OWNER RAYING TWICE FOR 13UILDING'IMPRbVEMENTS01 AllME { ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF CHIS PERMt'fiNDT ECT TOR �ON FOR j VIOI.AT101 OF APPLICABLE PROVISIONSOF LAW. air IUElPTlWtY #76 ATC.�ACH$UikI�INGDEPARTMENT yp P i CITY OF ATLANTIC BEACH APPLICATION FOR PLUMB NG -PERMIT 160� ,Civ �ro� 30B LOCATION: -- PLUMBING CONTRACTOR: 4-- � �^ _ -- - ------- 2_5__ LICENSE NUMBERS: ------------------------------------- OWNER:------- --------- ------ ----- - -------------------------------- BUILDING CONTRACTOR:--- -- - ----- --------------------------- TYPE OF BUILDING: I-6-a-lz--------------------------- / _ _SINKS __________SHOWERS ___ 3---LAVATORY _____I_--WATER HEATERS _ -- f ___DISHWASHERS _ ____!_ _21 --BATH TUBS URINALS _____ /__-DISPOSALS __CLOSETS _____/ WASHING MACHINE FLOOR DRAINS __________OTHER __f __TOTAL FIXTURE COUNT �/ //- --_-----__---_-_-_--- ---------------- -_---_-----_ ----- 7, mac, INSTALLATION OF PLUMBING AND FIXTURES 'MUST BE 'IH ACCORDANCE WITH THE MOST RECENT EDITION OF THE SOUTHERN STANDARD PLUMNBING CODE:..: C=G CITY OF 4&4Mt`riC 12SWA-IkU. Office of Building Official REQUEST FOR INSPECTION / (,} 1 (7 —�'� a -13 Permit No. 6 i + Time , ALL Received/ PM Job Address Locality Owne r's 0t Name QR Contractor ___ �'7"' BUILDING CONCRET ELECTRICAL PLUMBING MECHANICAL Framing Footin _ Rough Wiring n Rough Air Cond.& E Re Roofinga Temp Pale Top Out C Heating Insulation u _ Final D Sewer C Fire Place ❑ Pre Fab READY FOR INSPECTION Mon. Tues. ��.� Wed. Thurs. Frida y sZ.s-_�� A. Inspection Made P.M. Inspector__ Final Inspection 7,1 Certificate of Occupancy❑ Date _. i 'in following permits have passed "rough" inspection: Address J ,f hir�x 3sfi:} s�eco�s�xcxxxx Please ,update ; ,)uv records accordingly. l Th,i k -- tD--NG CLERK CITY OF ATLANTIC BEACH I j I i //��ll�� ,,� nnCITY O/F ��yy pp--__ eemss_� 4&44, l-c !3 -AM"* Office of Building Official REQUEST FOR INSPECTION Date _ Permit No. Time = ��— A.M. Received P.M. A; Job dress Locality Owner's Name Contract 1 BUILDING CONCRETE ELECTRICAL LUMBING MECHANICAL Framing ❑ Footing ❑ Rough Wiring ❑ Rough }�� Air Cond. & El Roofing ❑ Slab ❑ Temp Pole ❑ Top Out C` Heating Insulation ❑ Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ Pre Fab REAxD�tY FOR INSPECTION \N A.M. Mon. Tues. ed. Thurs. Friday A.M. Inspection Made P.M. Inspector Final Inspection Certificate of Occupancy ❑ Date ip ate; C31 I T V , s 800 SEMINOLE ROAI) ATLANTIC REACH,FLORIDA 32233-5445 TELEPHONE(904)247-5800 FAX(403)297-5805 NOTICE TO: Water Department FROM : Building Department DATE: Please be advised that the final building inspection has been completed on each of the following addresses and construction grater is no longer needed: Permit Number Address 4 � Sincerely, Building Department. � C rrttf rate of 'rrupanru Tito of Attantir NCUC4 Ntariba Departtu ent of Nuilbing Inspection This Certificate issued pursuant to the requirements of Section 103.8 of the Southern Standard Building Cade certifying that at the time of issuance this structure was in compliance with the various ordinances regulating building construction or use. For the following. Use Classification sii,,gl I'ctI .-<J :s ':blit F? Bldg. Permit No. 691 Group Wil f raze Type Construction S/y Fire District 6620 S Owner of Building Ce'-ate'x Real t',_qtate Address 1arkr�csrvill� Buildipg�ddress I Ui� ide DriF, LocalityA� ��Tttl(. be-sC1, FL 3=?31 By- DON C FOUD t Building Official; Date: / ~ POST IN A CONSPICUOUS PLACE MAP SHOWING BOUNDARY SURVEY OF LOT 144 BLOCK AS SHOWN ON MAP OF SEL VA L//VK5/4oE uAll T 2 AS RECORDED IN PLAT BOOK 4— PAGES 85156 OF"THE CURRENT PUBLIC RECORDS OF DUVAL CO., FLA. FOR: CEN TE X 1-10ME5 CORP. NOTE: BEARINGS SHOWN HEREON ARE BASED ON THE ABOVE MENTIONED PLAT. IV Lor 138 [OT 139 407' /¢p s NO ° 0/=00"W 50. 0' O � Ge,vc.ecre �O -•, G�MC.QiTE b Mc 0q0 � V //G' 27.3' . � 4C 1 tl R j �O S.70&Y frar 'O a0 Oe AIVI!// fLeeR M `8 �9 s� ESOv4T/ov�13,/4) N,0!a� -w•� C S 4 O /l.o Q N Z2s q Al 0!.44'00 INr 4 44 P., $ Not J 75 28. 76' 50- 0, P C. N 0'0/-' 00"N L I NK5/OF DRIVE 50'R/GHT- Of-wAY) r CITY_ _OF f4& B -I&$ Office of Building Official REQUEST FOR INSPECTION `, i Date Permit Nk�, + Time `' (3 A.M. Received --------- -_ _ Job Address locality Owner's �( lalc 0 ame _ o tractor BUiL �— -CONCRETE ELEGTRICA PLUMBIN MECHAWB ami_g Footing C +ring oug � Air ond.& O Re Roofing C] Slab 7Temp Pole ❑ Top Out [I Heating Insulation a Lintel D, Final E Sewer ❑ Fire Place P Pre Fab READY FOR INSPECTION A.M. Mon. Tues. Wed. Thurs. Friday PM, A.M. Inspection Made P.M. Inspector _ Final Inspection Certificate of ccup ncy[? Date ___-- 9 # # 7248 . s 4 DEPARTMENT OF BUILDING � 1 CITY OF ATLANTIC HPEACH PERS I T I NFORMATI OH ,. =°-� LOORT I Obi INFORMATION - � ormit Nr mber. 7244 , dart I;6O4 LINK IbIt DRIVE P arti . T'3'Pe.. UTILITIES ATLANTIC REACH, FLORIDA 32233 y-lass, { yp oa • !� TPt T6.: / gpt { q M# qS M pn MtO 1+ bled Use: SINGLE PAM T�w��L�p: RNC . 0 «I t d V l Cad : ubdivisic�w SELVA LINKSIAE #2 Im f`ed a rye, 0,C10 'Improv Cos 0 .06 Total Fees :, $85.00 �3 93I ° . ON .~w � APPLICATION PZZS dr E DRIVE WA E IMPACT FSE $CS .00 FLORIDA 3 S� CT E 0 .00. i Fhoz � �� ` aw0,41 sa, w RADON GAS-H.R.S. $0 .:00 . . ... C ORHAT I Oft »-w ._ RAUOW PAS , 8 $0 .00 � N ' I EPA TM !HAT $0 .00 d SERLMw'1`AI ",CI O HYDRAULIC SHARE 0:00 i ,cens TyPec 0 CAPITAL IMPROVE. H,,.WACT FEE 0 035- lRlEa"TES�c r s i i NOTICE-ALL CONCRETE FiORMS AND FOOTINGS MUST BE INSPECTED BEFORE POURING 1 PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY 8B EITHER Ct3NfiRAGTOR OR OWNER FAILURE, TO COMPL WITH THE MECHANICS' LIEN LAW CAN RESULT`IN THE I�R� PERTY OWNERPAYING TWICE RaR:"BEI1"LI�iI11G IMRROYEIIAENTS 'i i r ISSUEO ACCORDING TO APPROvED PLANS WHICH ARE DART OF THIS PERMIT ANIwIsil, ION FOk '410LATIOIV Oi=APPLfCABLE PROVISIONS OF LAW. � } LA1Ty6- .CH,Bi111DING DEPAHTINENT er CITY OF j'��Cstic �eac( - ��Cvtida 800 SEMINOLE ROAD - ATLANTIC BEACH,FLORIDA 32233-5445 TELEPHONE(904)247-5800 FAX(904)247-5805 NOTICE TO: Water Department FROM: Building Department DATE: �`�6 9 3 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 41,zz�zl�sad'�:l f Building Department DATE; 6 _ Q 3_ PRE-SERVICE DIVISION JACKSONVILLE ELECTRIC AUTHORITY 233 WEST DUVAL STREET JACKSONVILLE, FLORIDA 32202 THE FOLLOWING FINAL INSPECTIONS) HAVE BEEN MADE AND ARE SATISFACTORY: 764117 , l o -- ------------------------ 7o -- �------------------- ------ ------------------------------------------------- ------ ------------------------------------------------- ------ ------------------------------------------------- Enclosed are the blue copies of the permits. SINCERELY, BUILDING INSPECTION DIVISION cc:FILE //CITY OF //�� B Tt& —4" Office of Building Official REQUEST FOR INSPECTIO 6 409 Date r f Permit No. /'�I Time / —� A.M, Cr / C7 Received PPA t �; rY l+• Job A9,19 LOm9y Owner's Name ractor BUILDi CONCRETE ELE ICAL P ECH CAL Footing ir,n Rou hAir Re Roofing �E<l Slab Temp('ole El Out Heating Insulation Lintel Final ❑ Sewer a Fire Place ❑ Pre Fab READY F R INSPECTION A.M. Mon. Tues, Wed:^' Friday P.M. Inspection Made Inspector Final inspection ❑ Certificate of Occupancy r QtSl — t{ Date 08 ' DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH ------ PERMIT INFORMATION ;LC1GATON INFORMATION - --� ..__.. I?erm t Number; 7083 Address : 104 LINKS IDE DRIVE Permit Type: MECHANICAL ATLANTIC BEACH, FLORIDA 32233 .Class- sof Work: NEW ----- ------ LZOAL DESCRIPTION ION Con tr� Type: WOOD FRAME �oI . Blick. Se is an: `� Proposed use- SINGLE FAMILY Town hip: RN4: 0 Dwellings: 1 Code: O Subdivisi�an: SELVA LINRSIDE stimal:ed, Value; $0 .00 Impr6 . Cost : $tJ > 30 Teta i eks Amc riin e S47 00 or .. ION H` �" �� ! APF-D,ICATION FEES PERMIT $47 .00 IDE DRIVE. '114PACT FEE � `.; $6.00 p FEE q �3t L 11 Flo +1 RADON 0AS-H:R,H. so .00 Ft?R lATI t RADON OAS $0 .04 Name ND ' H T WATER TSF _.. 0:4th ,ICItE LLE, FL 32 257HIRAF :LTC. aARE t3 .04 L cei F AI , Type, 0 CAPITAL MPROVE 40 0 SEC°,Rl 'IMPACT F '$0 .0 t�TE f NOTICE—ALL CONCRETE FOAMS AND FOOTINGS MUST Be 1NNSPEIC TE>w!BEFORE POURING PERMIT VOID SIX MONTHS AFTER DATE 0�1$$UE SUILDI44 MATERIAL,RUBBISH AND DEBRIS F.ROM THIS WORK MUST IVOT'8E PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UPANO HAULED AWAY BY EItHER 0ONTRACTOR OR OWNER "F1�11;LLIRE To CO1V�PLY W TH THE MECHANICS' LIEN LAWCAN RESULT'1N T t PROPERTY OIA/40 *1WG TWICE FI3R Sl .t.? 1t�i 1N�P OVEMENTS " I$SUEQ ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SU8 TO RE��A R " VIOL AT'ION Of=APPLICABLE PROVISIONS OF LAW. T�oily= ee � IP1 Ml1M ER: 097427 TLAI+I iG BE BUILDING,DEPARTMENT " 77 e . BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH ATLANTIC BEACH. FLORIDA 32233 APPLICATION FOR MECHANICAL., PERMIT CALL-IN NUMBER IMPORTANT --Applicant to complete all items in sections 1, II. III, and 1V. l• 1604 LINKSIDE DRIVE LOCATION Street Address: _ 'OF • Inf•rsecting Shoats: hlstwaen SEMNOLE ROAD And A'T'LANTIC BLVD. _ BUILDING SELVA LINKSIDE LOT# 142 Sub•d)visfon r It. IDENTIFICATION --To be completed by all applicants In consideration of permit givtn (or doing the work as described in the abcve statement we hereby agree to pe•fc•m said wo•r e::.•oa-:e with the ettschyd plans and specifications which are a part hereof and in accordance witn the Cay of Jaclsoev,i'e ordios,ces 8".., sea-.e as of good practice listed therein. Name of Mecheaical Contractors Csetracter (hint) MANDARIN HEATING M AIR Master CACA12623 Name of Property Owns Sigeatur•of Owner signature of at Awtherhorl Agent CENTER HUIM Architect or Engineer Ili. CrENERAL INFORMATION A. ;7z:c sting fuel: e' IS OTHER CONSTRUCTION BEING DONE ON ( / THIS BUILDING OR SITE 7 yFq ` ! (3 Gree—Q V ❑ Natural O Cenral Utility IF YES. GIVE NUMBER OF CONSTRUCTION O OR PERMIT 69111 ❑ 0" — Specify IV. MECHANICAL 99UIPM11NT TO M INSTAkM NATURE OF WORK (HrewJo serroolis Ret of co-poatsah an batt o;7C4nt,,I '' fora+) LSV Residential or f 1 Commercial Heat 17 Specs E3Reesssed D Flow CJI/New Building Ait Co"diosns Q//ing: 13 Room Conte) D Existing Building O frJ Ort1 ; Matyt DUCT T nAREJ 11sicksem 1 2t� CJ Replacement of existing system masia•to1 capacity 40^ New Installation(No system previously Installed) 0 Extension or add-on to existing system 0 Rehigesefiors Other — Specify (3 CeoRsg tower: Capacity 0 Fire aprinklon: Number of Is" - 13 Elle"eher 0 MasliR 0 EKIs►Or Inumber) THIS SPACE POR OFFICE USE ONLY C) G46400 pumps Q TNAA (number) Remarks 0 LPG coetaiserr,.. (sumberl C) UNA"d pm"We vow ❑ wif.re Permit Approved by Date — [3 OMw — Specify Permit Fee LIST ALL EQUIPMENT AIR CONDITIONING AND REFRIGERATION EQUIPMENT Capacity A rovtAff ` )lumber Valt. Description Modal Number Manufacturer t7tboa) ryr 2 _� CCNDENSOR 0 TRANE 2— UL T57— For detailed information ENERGY GUIDE of the EPI rating number or for any ITEM listed , ask your Builder for EPI= 97 .6 DCA Form 60OA--93 or Form 604E-93 0 10 20 30 40 50 60 70 80 90 loo ___________________________________.____X_ : The maximum allowable EPI is 100 . The lower the EPI the more efficient the home RESIDENTIAL ENERGY PERFORMANCE RATING SHEET ITEM HOME VALUE Low Efficiency High Efficiency SINGL CLR DBL TINT WINDOWS . . . . . . . . . . . . . . . . . . . . .Double Clear -------------X_______ � INSULATION . . . . . . . . . . . . . . . . . . R-10 R-30 Ceiling R-Value . . . . . . . . . 30 .0 : --------------------------X R--O R-7 Wall R--Value . . . . . . . . . 11 .0 ____________________X � R-0 R-19 Floor R-Value . . . . . . . . . 0 .0 ; XW-------------------------- � AIR CONDITIONER . . . . . . . . . . . . . 10 .0 SEER 17 .0 SEER/EER . . . . . . . . . . . . . . . . . . 10 .3 : X-------------------- 9 .7 EER 16 .0 HEATING SYSTEM . . . . . . . . . . . . . . 6 .8 HSPF 12 .0 Electric COP/HSPF . . . . . . . . 7 .0 : X--------------------- : 0 .78 X--------------------------- 0 .78 AFUE 0 .90 Gas AFUE . . . . . . . . . . . . 0 .00 --------------------- � WATER HEATER . . . . . . . . . . . . . . . . 0 .88 0 .96 Electric EF . . . . . . . . . . . . . . 0 .88 : X____________________ 0 .54 0 .90 Gas EF . . . . . . . . . . . . . . 0 .00 : --------------------- 0 .40 __________________-0 .40 0 .80 SolarEF . . . . . . . . . . . . . . ---------------------- OTHER ._.__..__.._...._.__....__.._____..OTHER FEATURES . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I certify that these energy saving features required for the Florida Energy Code have been installed in this house . Builder Address : Signature : Date : City/Zip Florida Energy Code for Building Construction -- 1993 Florida Department of Community Affairs FL--EPL CARD93 Department of Community Affairs SN: 5411 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM 60OA-93 Residential Component Prescriptive Method A NORTH PROJECT NAME : Lot 142 Selva Linksi ; BUILDER: Centex AND ADDRESS: 1604 Linkside Drive ; PERMITTING ; CLIMATE Atlantic Beach , Fla ; OFFICE : Atlantic Bea , ZONE : 11 _; 2 ; _; 3 ;)k OWNER: Centex ; PERMIT NO . ; JURISDICTION NO .261100 CK 1 . New construction or addition 1 . New Construction 2 . Single family detached or Multifamily attached 2 . Single--Family 3 . If Multifamily-No . of units 3 . 0 4 . If Multifamily , is this a worst case ( yes/no ) 4 . 5 . Conditioned floor area ( sq .ft . ) 5 . 1316 .00 6 . Predominant eave overhang ( ft . ) 6 . 1 .30 7 . Porch overhang length ( ft . ) 7 . 0 .00 8 . Glass area and type: Single Pane Double Pane a . Clear Glass 8a . 0 .Osgft 284 .00sgft b . Tint , film or solar screen 8b . O .Osgft 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 a . Adjacent : 2 . Wood frame ( Insulation R--value ) 10a-2 R=11 .00 , 141 .00sgft 11 .Ceiling type area and insulation: a . Under attic ( Insulation R-value ) lla .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 EER: 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 fan , RB-Attic radiant barrier , MZ-Multizone ) 19 .EPI ( must not exceed 100 points ) 19 . 97 .57 a . Total AS--Built points 19a . 25810 .46 b . Total Base points 19b . 26454 .33 ____..._____--__-___-___-__________________-___.-______...___w___--__-.-_-__-_ __________________-____________-_-_-_w______-_..._-________--______-_________ I Hereby certify that the plans and Review of the plans and specifications specifications covered by this calcu- covered by this calculation indicates lation are in compliance with the compliance with the Florida Energy Florida Energy Code . Code . Before construction is completed this building will be inspected for PREPARED BY : ; compliance in accordance with Section DATE. 1�- 5-s- _ 553 .908 F .S . I hereby certify that this building is in compliance with the Florida Energy code . OWNER/AGENT : i BUILDING OFFICIAL : DATE: - S i DATE: Department of Community Affairs SN: 5411 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM 600A-93 Residential Component Prescriptive Method A NORTH PROJECT NAME : Lot 142 Selva Linksi ; BUILDER: Centex AND ADDRESS : 1604 Linkside Drive ; PERMITTING ; CLIMATE Atlantic Beach , Fla ; OFFICE : Atlantic Bea : ZONE : 1 ; _; 2 ; _; 3 ;4 OWNER: Centex : PERMIT NO . ; JURISDICTION NO .261100 CK 1 . New construction or addition 1 . New Construction 2 . Single family detached or Multifamily attached 2 . Single-Family 3 . If Multifamily-No . of units 3 . 0 4 . If Multifamily , is this a worst case ( yes/no ) 4 . 5 . Conditioned floor area ( sq .ft . ) S . 1316 .00 6 . Predominant eave overhang ( ft . ) 6 . 1 .30 7 . Porch overhang length ( ft . ) 7 . 0 .00 8 . Glass area and type: Single Pane Double Pane a . Clear Glass 8a . O .Osgft 426 .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 a . Adjacent : 2 . Wood frame ( Insulation R-value ) 10a-2 R=11 .00 , 141 .00sgft__�__ 11 .Ceiling 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 EER: 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 fan , RB-Attic radiant barrier , MZ-Multizone ) 19 .EPI ( must not exceed 100 points ) 19 . 97 .57 a . Total As-Built points 19a . 25810 .46 b . Total Base points 19b . 26454 .33 ________________-_..._w_w_-_-____________,._..-_-_-_-____________-_____-___________ ____________________-_w____________w_-_-___w_-______________-__.._-___-_w____...___ I Hereby certify that the plans and Review of the plans and specifications specifications covered by this calcu- covered by this calculation indicates lation are in compliance with the compliance with the Florida Energy Florida Energy Cade . i Code . Before construction is completed this building will be inspected for PREPARED BY: compliance in accordance with Section DATE: r ; 553 .908 F .S . i I hereby certify that this building is in compliance with the Florida Energy Code . e� : OWNER/AGENT : , ; BUILDING OFFICIAL : DATE: ; DATE: SUMMER CALCULATIONS --= BASE = - --= AS-BUILT GLASS________________ ORIEN AREA x BSPM = POINTS ; TYPE SC ORIEN AREA x SPM x SOF = POINTS __w___-______..._________,._____________-__-________________..._______________-__-___ N 68 .00 65 .8 4474 .4 ; DBL CLR N 42 .0 38 .3 .92 1471 .9 DBL CLR N 13 .0 38 .3 .87 435 .4 DBL CLR N 13 .0 38 .3 .87 435 .4 SE 18 .00 65 .8 1184 .4 ; DBL CLR SE 18 .0 79 . 1 .80 1142 .2 S 23 .00 65 .8 1513 .4 ; DBL CLR S 20 .0 66 .2 .90 1193 .8 DBL CLR S 3 .0 66 .2 .34 67 .4 W 33 .00 65 .8 2171 .4 ; DBL CLR W 6 .0 79 .7 .79 379 .5 DBL CLR W 15 .0 79 .7 .87 1036 . 1 DBL CLR W 12 .0 79 .7 .79 759 .0 ________-_______________-__________,..._.___-_w.____________________-_______________ .15 x COND . FLOOR / TOTAL GLASS = ADJ . x GLASS - ADJ GLASS ; GLASS AREA AREA FACTOR POINTS POINTS ; POINTS ------------------------------------------------------------------------------- .15 1 ,316 .00 142 .00 1 .390 9 ,343 .60 12 ,988 .92 ; 6 ,920 .69 NON GLASS____________ AREA x BSPM = POINTS ; TYPE R--VALUE AREA x SPM = POINTS ________w________________________________-_____________________________________ WALLS________________ Ext 1085 .0 .9 976 .5 ; Ext Wood Frame 11 .0 990 .0 1 .70 1683 .0 Ext Frame-FaceBric 11 .0 95 .0 .40 38 .0 Adj 141 .0 .7 98 .7 ; Adj Wood Frame 11 .0 141 .0 .70 98 .7 DOORS_____-..._________ Ext 21 .0 6 . 1 128 . 1 ; Ext Insulated 21 .0 4 .10 86 . 1 Adj 18 .8 2 .4 45 . 1 ; Adj Wood 18 .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 --5624 .0 ; Slab -on-Grade .0 152 .0 -41 .20 --6262 .4 INFILTRATION----------- 1316 .0 8 .0 10528 .0 ; Practice #2 1316 .0 8 .00 10528 .0 TOTAL SUMMER POINTS 19 ,930 .94 ; 13 ,926 .81 TOTAL x SYSTEM COOLING ; TOTAL x CAP x DUCT x�SYSTEM�x CREDIT =COOLING SUM PTS MULT POINTS ; COMPON RATIO MULT MULT MULT POINTS -------------------------------------------------------------------------------- 19 ,930 .94 .37 7 ,374 .45 ; 13 ,926 .81 1 .00 1 . 100 .340 .860 4 ,479 .42 WINTER CALCULATIONS BASE = -- - = AS-BUILT =- ORIEN AREA x BWPM = POINTS ; TYPE SC ORIEN AREA x WPM x WOF = POINTS _______-_____-_-__________.......__-_w_-___-___-________________-_______-___________ N 68 .00 -10 .6 -720 .8 ; DBL CLR N 42 .0 7 .3 1 . 12 344 .4 DBL CLR N 13 .0 7 .3 1 .18 112 .3 DBL CLR N 13 .0 7 .3 1 . 18 112 .3 SE 18 .00 -10 .6 -190 .8 ; DBL CLR SE 18 .0 --22 .7 .80 --326 .0 S 23 .00 --10 .6 -243 .8 ; DBL CLR S 20 .0 --28 .4 .96 -543 .4 DBL CLR S 3 .0 -28 .4 - .32 27 .2 W 33 .00 -10 .6 --349 .8 ; DBL CLR W 6 .0 --9 .2 .44 -24 .5 DBL CLR W 15 .0 -9 .2 .64 -87 .9 DBL CLR W 12 .0 -9 .2 .44 -49 .0 ------------------------------------------------------------------------------- .15 x COND . FLOOR t TOTAL GLASS = ADJ . x GLASS - ADJ GLASS ; GLASS AREA AREA FACTOR POINTS POINTS ; POINTS _-__...-_____-______________-_-_---_____________..____.,_______w_-__-___________-___- .15 1 ,316 .00 142 .00 1 .390 -1 ,505 .20 -2 ,092 .44 ; -434 .46 NON GLASS------~-~------- � AREA x BWPM = POINTS ; TYPE R-VALUE AREA x WPM = POINTS _______-___-____________ _-___-_.,.-...___-__________________-______w..____________ - WALLS--__..-___________ i Ext 1085 .0 2 .2 2387 .0 ; Ext Wood Frame 11 .0 990 .0 3 .70 3663 .0 Ext Frame--FaceBr is 11 .O 95 .0 3.S0 332 .5 Adj 141 .0 3 .6 507 .6 ; Adj 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 Woad 18 .8 11 .50 216 .2 CEILINGS--------~---~--- � UA 1316 .0 1 .2 1579 .2 Under Attic 30 .0 1316 .0 1 .20 1579 .2 FLOORS--__...________--- � Slb 152 .0 8 .9 1352 .8 Slab-on-Grade .0 152 .0 18 .80 2857 .6 INFILTRATION------------ 1316 .0 7 .4 9738 .4 ; Practice #2 1316 .0 7 .40 9738 .4 TOTALWINTERPOINTS 13 ,947 .06 18 ,636 .44 TOTAL�4x� SYSTEM HEATING� ; �TOTAL �xMCAP�x�DUCT x SYSTEM x CREDIT = HEATING WIN PTS MULT POINTS ; COMPON RATIO MULT MULT MULT POINTS ____________-___-___w____________...___-_______r______-____...-___-________________ 13 ,947 .06 .55 7 ,670 .88 ; 18 ,636 .44 1 .00 1 .100 .484 1 .000 9 ,922 .04 WATER HEATING --- BASE --- M__ AS-BUILT NUM�OFW�xH�MULT - �^TOTAL ; TANK VOLUME EF TANK x MULT x CREDIT = TOTAL BEDRMS i RATIO MULT ________________________________w___-_-________W_______-_______-_-_____________ 3 3803 .0 11 ,409 .00 ; 40 .88 1 .000 3803 .0 1 .00 11 ,409 .00 SUMMARY _= BASE = - ; __= AS-BUILT COOLING �HEATING HOT WWATER TOTAL ; COOLING HEATING HOT WATER TOTAL POINTS + POINTS + POINTS = POINTS ; POINTS + POINTS + POINTS _ POINTS ________________________________w__________________________w______________-_-__ 7374 .4 7670 .9 11409 .0 26 ,454 .33 ; 4479 .4 9922 .0 11409 .0 25 ,810 .46 * EPI = 97 .57 t � � FLOODP4AIN DEVELOPMENT INFORMATION Type of Development's-..-www,f.-w-:../�' Flood Zonas Required Lowest Floor Rlovation s � l7 If building is located within a flood hazard zona, a survej aunt be sada AFTER TUB SLAB HAS BN POURED, certifying that the LOMEST FLOOR ELEVATION to equal to or above the Dasa flood elevation established for that zona. No final inspection will be vada and no oartI9.ioate of occupancy Will be issued until the survey is on %tig, with the Building Department, COMMENTS: Applicant Aeknowledgesents I understand that the issuance of this permit As 000tAUVent upon the . above information being correct and that the pians and supporting data have been or shall be provided as required. I agree to comply with all applicable Provisions of Ordinance Xo. 25-7-11 and all other laws or ordinances affecting the proposed development. '1 ata 3-� A !cant•n Signature.wDw--�rwwr w��w � � M-r - .rr..rrrrrrrrrrwr�rrrrrrr .�.rrrr .r.rr-rr�.rrrrpr-�rrr .r Department Use Required Lowest Floor Elevation _- ,--- As Ruilt Lowest Floor Elevation ............... Survey Survey Filed with Building Department -- ----- 4 ____- rw�.�rwwwrrww��.�..w------ �rw-A--------- Building Department Representative page 3 TRUSS SPECIFICATIONS FOR CENTEX 3702 A — C The numbers listed below are a list of truss specifications for the project named above. These specifications are attached herewith and have been prepared under the responsible charge of the Professional Engineer whose seal is affixed on this index sheet in accordance with Florida Statute Chapter 471 and Rules of the Florida Department of Professional Regulation Chapter 211-1-23. DRAWING NUMBER DATE 14878 1018 Rev.1 3-25-93 14878 2018 Rev.1 3-25-93 14878 3018 Rev.1 3-25-93 14878 4of18 Rev.1 3-25-93 14878 5018 Rev.1 3-25-93 14878 6018 Rev.1 3-25-93 14871 7015 Rey.1 3-25-23 14878 80 18 Rev.1 3-25-93 14878 9018 Rev.1 3-25-93 14878 10018 Rev.1 3-25-93 14878 11018 Rev.1 3-25-93 14878 12018 Rev.1 3-25-93 14878 13018 Rev.1 3-25-93 14878 14018 Rev.1 3-25-93 ,`,��tN111itfiyt�t 14878 15018 Rev.1 3-25-93 ..•...........� i 14878 16018 Rev.1 3-25-93 tel' •. 14878 17018 Rev.1 3-25-93 •? $ $ 14878 18018 Rev.1 3-25-93 * BE EE W 1) LUMBER SHALL BE OF THE SPECIFIED M1111WJ14 GRADES, 6) CGIXIECTOR PLATES SHALL BE INSTALLED SIW4ETRICALLY TV# 10) ALL TENSION CHORD MEMBERS ASSUMED TO BE CONTIIIUG'JSLV 13! � 11401CATES LATERAL BRACIfG MEMBER (114 MIN.) SPECIES. AND 1911 MAYI MJN N015TJRE COIITEIIT, 5'JCH THAT THE JO til BRACED BY EITHER 3/B' iMlN) PLVWODD SHEA7HI11G, 1/2' f4) II!$TALLAi1 At AID EPECTIWI OF THE TP'JSS, PERMATE117, AND IS OF NJ GHEP ALLOMADLE STRESS VALUES. ALL VALUES USED ei TGP CTKPO SR ICES APE NOT PECGMIffHOEG TO OCCUR IMI H) OPYWAIL OR BRACING HEMBEPS SPACED 10' O C. (MAX). TEIIPGPAPV BRACING SHOULD BE DONE IH ACCOM:ANCE WITH FOP DESIGN ARE BASED Ott THE LATE SI EDITIg1 OF THE NA- OIPECTLY ABOVE A BOTTOM CHDAC, SPLICE. UNLESS NOTED OTHEPNISE. CUPPEI17 TPI BRACING MD ERECTION PUBLICATIG6. TIONAL DESIGN STANDARDS PUBLISHED BV THE NAT 1011AL 7) V-2000 APPROVAL IAIMBERS: UBC 2342. FHA TCB 2014. SBCC 11) ALL COMPRESS 1014 CHORD MEMBERS ASSUMED TO BE CGNTINUOUSL Y15) THIS DESIGN CO11FOFWS TO CURRENT TPI OESIWV SPECIFICA- FOREST PRODUCTS ASSOCIATION 7251. BOCA FILE 86-125 BRACED Of EITHER 3/9' MIN.) PLYWOOD SHEATHING, 1/2' TIONS FOR METAL PLATE CONNECTED WVO TRUSSES AND 2) THIS DESIGN IS BASED ON CLARY CONNECTOR PLATES(TILY. 81 THIS TRUSS HAS BEEN DESIGNED FOR THE LOADING SHOWN (MIN.) DRYWALL OR BRACItIG MEMBERS SPACED AT 16' O.C. DUALITY 5T AIDARDS FOR TRUSSES. 31 COTIIECTOR PLATES SIZES ARE BASED ON AXIAL FORCES 011Y. 011 THIS DPAMI1D. PISTALLATIOII AND USE SHALL COtIFOPM IMAX), U1ESS NOTED OTHERWISE. 15) 110 ME14BER OF THE TRUSS MAY BE CUT DR MODIFIED Ift ANY MAV. 41 COT#IECTOR PLATE SIZES ARE CALLED O'JT WIDTH UCRGSS SLOTS) WITH 7HIS DESIGN 12) ® INDICATES BEARING LOCATION. 17) SPECIAL HANDLING CARE SHOULD BE TAMEII DARING SHIPPING AND B'V LENGTH IALONG SLOTS) AND THE OPIENTATION OF THE 91 THIS DESIGN IS APPLICABLE TO SHORTER SPAN TIA)SSES OF ERECTION OF TRUSSES SEE HIB-91 FOR RECOMMENDATIONS CALL OulTHE DIRECTION OF THE PLATE LEKTH, G T C O D TG AND CONF G', i Gtl -COIJF[GLIRAT1011 AND LOADING SPECIFIED BY FABRICATOR -ADDITIONAL PLATING FOR HANDLING TRUSSES 15 PESPDNSIBILITY 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 y� Q 6 JxS, 350E J. 12 359,1 \ 359,1 a 184,1 184,1 � y 1 \ 651F 129# 1291 550 In \\\\ t r� 9131 9131 �\ m 13.5)36% (3.5)362 l Im v v 3x4 3x4 3x4 3x4 20 PLF 6-10-3 6-3-11 5-30-3 1-4-0 1-4-0 Forces(L-P) 20-00-0 TOP BOT MEDS -14a5 1327 -323 -1300 906 480 -1300 1327 480 -1485 -323 BUILDING TYPE: Enclosed Residential CODE: Standard Building Code (SBCCI 1991) WIND SPEED: 110 mph MEAN ROOF HEIGHT: 131 TRUSS LOCATION: (Se) area No trusses: It Maximum deflection occurred at bottom joint 03. UPLIFT CONNECTION REQUIRED: l,0 3 # AT EACH SUPPORT. Maximum Live Load Qeflection of .053' (1/16), Index-.094, (L/3810) NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW Maximum Total Load Deflection of .098' 12/16), Index-.098, (L/2449) SEE NOTES 10 AND 11 ABOVE FOR BRACING REQUIREMENTS. A I?CV 3-2s-93 6 uoP At-. PAA-,l CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 20'0' COMMONS T-17 ALPINE ENGINEERED PRODUCTS Inc2X4 /2 N SP ENG. FOR: TRUE TRUSS INC - 1801 S. GSW PKWY. V�000 2-0-0 LL TC 30 BC LUMBER PROJECT: CENTEX 3702 A & C DATE: 27 Jan 1993 GRAND PRAIRIE, TX 75051 7.0 DL TC 7 2X4 #2 N SP LAYOUT ID: ( OF (214) 660-3940 LAT�ARFA: TNC:AOR ST'L LL 8C 0 WEBS 152 39 33 OL BC 10 2X4 03 SP ADDRESS SCAT E' MFMBFR Tn1JS5 PIATF INST I10IF 101 Al. 41 FXCF PI AS MAY OF NOFFO .3/16 /'^�� 1) LUMBER SHALL BE OF THE SPECIFIED MINIMUM GRADES, 51 CO11NECTDR PLATES SHALL BE INSTALLED S4M4ETRICALLf ON 10) ALL TENSIO4 CHORD MEMBERS ASSUMED TO BE COITINUOUS:Lf 131 "A- INDICATES LATERAL BRACING MEMBER (114 MIN.1 SPECIES. AND 192 MAXIMUM MOISTURE CO11TENT, OR SUCH THAT THE .JOINT. BRACED BY EITHER 3/B- JMIN) PLYWOOD SHEATHING. 1/2' 14) 111STALLATIDI4 AND ERECTION OF THE TRUSS. PERMAf*NI. AND IS OF nIG.ER ALLOWABLE STRESS VALUES. ALL VALUES USED 51 TOP CHICPD SPLICES APE HOT RECOMMENDED TO OCCUR (MIN) DRYWALL OR SPACING MEMBERS SPACED 10' R.C. fMA�J. TEMPCPAPN BRACING SHOULD BE OOE IN ACCORDANCE WITH FDR DESIGN ARE BASED ON THE LATEST EDITION OF THE HA- DIRECTLY ABOVE A BOTTOM CHORD SPLICE. UNLESS NOTED OTHERWISE. CURRENT TPI DRAC114G MA)EPECTIGN PUBLICATIONS. TIONAL DESIGN STANDARDS PUBLISHED BV THE NATIONAL 7) Y-2000 APPROVAL NUMBERS: UBC 2342. FHA TCB 2014. SBCC 11) ALL COMPRESSION CHORD MEMBERS ASSUMED TO BE CO TIN.VUSLY15) THIS GESIGII CONFORMS TO CURRENT TPI DESIGN SPECIFICA- FORE ST PRODUCTS ASSOCIATION. 7251, BOCA FILE 86-125 BRACED BY EITHER 3/8" MIN.) PLYWOOD SHEATHING. 1/2' TIC45 FOP METAL PLATE CO111ECTEO *ODD TRUSSES ANCA 2) THIS DESIGN IS BASED OI CLAAf CONNECTOR PLATES ONLY. B) THIS TRUSS HAS BEEN DESIGNED FOR THE LOADING SHOWN (MIN.) ORIWALL OR BRACING MEMBERS SPACED AT 16' O.C. OUALITf STANDARDS FOR TRUSSES. 31 COJNECTOR PLATES SIZES ARE BASED ON AXIAL FORCES ONLY. ON THIS DRAWING. INSTALLATION AND USE SHALL CC44FORM (MAX). UNLESS TOTED OTHERWISE. 161 1O MEMBER OF THE TRUSS"At BE CUT OR MODIFIED IN ANY WA'f. 41 COANECIOR PLATE SIZES ARE CALLED OUT WIDTH (ACROSS SLOTS) WITH THIS DESIGN 121 ® INDICATES BEARING LOCATION. 17) SPECIAL HANDLING CARE SHOULD BE TAKEN DURING SHIPPING AND 6Y LENGTH fALOfIG SLOT SI AND THE ORIENTATION OF THE 9) THIS DESIGN IS APPLICABLE TO SHORTER SPAN TRUSSES OF ERECTION OF TRUSSES SEE HIS FOR PECr4MEfDAT1ONS SIZEC T O 'CTI" C TIDENTICAL LLOAD ND CONFIGURATION -COIIF IGURATICJN AND LOADIIIG SPEC[FIED BY FABRICATOR -REPETITIVE MEMBER STRESSES NOT USED. -ADDITIONAL PLATING FOR HAt10LING TRUSSES 15 RESPONSIBILITY OF FABRICATOR. -SPECIAL HANGER FOR USE WITH MULTIPLE ME14BER GIRDER, CAPABLE OF SUPPORTING AND TRANSFERRING CONCENTRATED LOAD OF 2811.4 LBS. FROM ONE SIDE 10 ALL 14EMBEPS OF GIPDER IS REGUIREO. HANGER TO BE DESIGNED BY A PROFESSIONAL ENGINEER AND PROVIDED BI OTHERS, IF BOLTING IS REOUIRED. THE EFFECT OF BOLT HOLES ON THE TRUSS 14UST BE VERIFIED BY CLARY DIVISION OF ALPINE. ENGINEERED PRODUCTS PRIOR TO FABRICATION. 2-11-B 2-2-10 2-2-10 2-11-8 Max Height 2-11-3 37 PLF 12 6 to 821 X In y 901 901 12 y y 6 iy A 341 491 494 L Al 44 3891 29094 21081 9011 25591 4158/ R F1 13.5135% 13.51592 N . a f0 PLF in 3x6 IN 7xe X 3xB 4A# 14 I 2B 1f 16 9f 16 9f ForceSfL-R) 2-11-6 2-2-10 2-2-10 2-11-5 ------._ _ _LULU_—_-� _ TOP out NESS -5513 4930 389 -5053 4930 -495 1 10-4-0 1 -5053 6406 4436 -7163 6406 -2267 BUILDING TRIPE: Enclosed Residential 2108 CODE: Standard Building Code (SBCCI 1991) WIND SPEED: 110 mplt &UPLIFT CONNECTION REQUIRED: 41 B IF AT EACH SUPPORT. MEAN ROOF HEIGHT: 13' 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 side of Hip Set with span 34-8-0 Maximum deflection occurred at bottom joint •3. FASTEN TOGETHER KITH: 2 Members Required H: Maximum Live Load Deflection of .059" (1/15). Index-.171, (L/2102) TOP 10d NAILS 12"O.C. Maximum Total Load Deflection of .092' (1/16), Index-.178, (L/1346) BOT 10d NAILS 4.O.C. NV WEB 10d NAILS 12'O.C. FASTEN AT OR NEAR ALL PANEL POINTS. As PEE 3-ZS-93 01-1r)NhtDO NOT NAIL OR BOLT THROUGH TRU$S PLATES. CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBER TRUSS: . 10'4" GIRDER T-16 rQ/1j1p ALPINE ENGINEERED PRODUCTS Inc VJ!000 2-0-0 LL TC 30 2X4 #2 N SP ENG. FOR: TRUE TRUSS INC - 1801 S. GSW PKWY. BC LUMBER PROJECT: CENTEX 3702 A & C DATE: 27 Jan 1993 ZDV n GRAND PRAIRIE, Tx 75051 7'0 DL TC 7 2X6 N1 Ds SP `!/) (214) 660-3940iSLE fFTEA: - f(;. F'OF�STL LL BC 0 WEBS LAYOUT ID: 350 OL RC 10 2x4 w3 SP ADDRESS: M "'i 11ATF INSTIIUIF 39.93 SCALP' FMBFI4 1110!J . • ICIi AI 41 FXCP/'1 AS MAY UP NU1EU 1) LUMBER SHALL BE OF THE SPECIFIED MINIMUM GPAOES. 5) CONNECTOR PLATES SHALL BE INSTALLED SYMMETRICALLY ON 10) ALL TENSION CHORD MEMBERS ASSUMED TO BE CONTP&JOUSLI 13) 11101CATES LATERAL BRACING MEMBER (IX4 MIN-) SPECIES, AND 19%MAXIMJM MOISTURE COMMENT, OR SUCH THAT THE JOINT. BRACED BY EITHER 3/8- (MIN) PLYWOOD SHEATHIf1G, 1/2' 14) INSTALLATION AND ERECTION OF THE TRUSS. PERMAfENT, AG IS GF HIGHER ALL STRESS VALUES. ALL -VALUES USED 0) IGF CHCOD SPLICES ARE NOT PECGW4EPIDED TO OCCUR (Mill) DRYWALL OR BRACING MEMBEPS SPACED 10' O.0 IMAX,. TEMPCPAPY BRACNIS SHG:AO BE DONE IH ACCGNOAf10E WITH FUM DESIGN ARE BA:411 UI Itf' LANES( EDITION OF THE IU G110CII Y ABOVE A ti CNUK,SPLICE. UAtSS NOTED Oltt MW1SE, [UHHIIIt IPI BRACING AIG ENECTIOI F.W1t.ICAll14t5, TIOIAI Ott SIGN SIANOAMUt,FUN 11,440 01 fit (NATION 71 Y-:UUO APPHOYAI NKfWO MS. 01ii: W 14J, IttA TCB 7014. SBC[ 11) All C'(40NNLSSIOI U1GPD MFWW.RS ASSUMED 10 INE f:Uif INAKY.IGI Yi0) THIS 1451141 CU1f UHMS 10[106+10111 iPl DfS WN iPFC1FI A ")HIS HPLX:f ICIS ASSUCIA11U1 Uer'l, OUCA FIIE NC lift BHACft)Uf FIIHIM 3/8" (MIN I PLfWO(C S1(AYHING. 1/2' AGNS FGM A01AL MAIL CONULLUD Wx41 TW)SMS All, 21 'H15 UESIWO IS BASED Oil CLARY CONNECTOR PLATES ONLY "I THIS TRUSS HAS BLLN UESIWOD FOR 111E LOADING SHOWN 11111.1 DRYWALL UL BRACING MEMBERS SPACLU At Ib' 0 C. UUALIIY SIANDARUS FOR iMUS�ES. 3) CONIECIDA PLATESSIZES APE BASED O4 AXIAL FORCES ONLY. OI THIS DRAWING. IIISTALLATIGI AIG CONFORM SHALL COORM (MAXI, UNLESS NOTED OTHERWISE. 10) IG MEI4DER OF THE TRUSS MAY BE CUT GR MODIFIED 1N MAY WAY. 4) CONNECTOR PLATE SIZES ARE CALLED OUT WIDTH (ACRGSS SLOTS) WITH THIS DES1314 12) ® INDICATES BEARING LOCATION. 17) SPECIAL HANDLING CAPE SHOULD BE TAKEN WRING SHIPPING Alto BY LENGTH (ALONG SLOTS' AIG THE ORIENTATION CF THE 9i THIS DESIGN IS APPLICABLE TO SHORTER SPAN TRUSSES OF ERECTION OF TRUSSES SEE HIB-91 FOR RECOMMENDATIONS SIZE C J C i NTICAL LOADHIG AND CONFIGURATION. -COt4F IGURATION AND LOADING SPECIFIED 8V FABRICATOR -REPETITIVE MEMBER STRESSES NOT USED. -ADDITIONAL PLATING FOR HANDLING TRUSSES IS RESPONSIBILITY OF FABRICATOR. RUN ' 5-0-0 r 1-5-14 Max Height 2-10-3 37 PLF m 12 N F, 821 8 821 m � 0 i (U 385/ 3851 T -T- 467# 467# 4671 (3.51 13% (3.5)1371 mT 1 Eli 174.5 PLF �43x fxU 1 5-0-0 1 Forces(L-R) TOP BUT WEBS 1 1-4-0 1 5-0-0 0 0 -83 Q)BUILDING TYPE: Enclosed Residential CODE: Standard Building Code (SBCCI 1991) WIND SPEED: 110 mph MEAN ROOF HEIGHT: 131 No trusses: i One Half of 7-0-0 Trusses supported by Bot Chord TRUSS LOCATION: (Se) area Mid panel point deflection .1387 UPLIFT CONNECTION REQUIRED: 2-14 0 AT EACH SUPPORT. NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW SEE NOTES 10 AND 11 ABOVE FOR BRACING REQUIREMENTS. ©R_V -25- 3 W/ND AcF �� C*"1 CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 5.0 MG T-15 •� ALPINE ENGINEERED PRODUCTS Inc V�000 2-0-0 LL TC 30 2X4 #2 N SP ENG. FOR: TRUE TRUSS INC - 1801 S. GSW PKWY. BC LUMBER PROJECT: CENTEX 3702 A 6 C DATE: 27 Jan 1993 7 GRAND PRAIRIE. TX 75051 7•� DL TC 7 2X6 N1 D5 SP 7F (214) 660-3940 PLATE AREA: � TNC� STL LL BC 0 WEBS LAYOUT ID: .. 48 DL BC 10 2X4 #3 SP ADDRESS: -MEM ER TRUSS PLATE INSTITt)TE 33,33 TOTAL_ 47 S1/LE: EXCEPT AS MAY BF NOTED LUMBER SHALL BE OF THE SPECIFIED k1HIkUM WAGES. S! CCOVIECTOP PLATES SHALL BE INSTALLED StMHETRICALLt 04 10) ALL TEIIS1014 CWMJ kEMBERS ASSUMED 1'0 BE CON IItAJM, - SPECIES. AND 192 kANIk`JW MOIST COUtE14T, OR SJCM THAT THE JOINT SAACED BY EITHER 3l0' Mitll PLYWOOD SHEATM140. 1J2' 1+: IS OF h$SMEP ALLOWABLE STRESS VALUES, ALL 4ALtES USED 6y TOP CmCPO SPLICES APE NGT PECCMHEWE0 TO 4CCLM Wth DRYWALL CA BRACING NEMBEPS SPACED 10' 0 C IMAYI, TEMFt_, FOR DESIG41 ARE BASED Ort THE LATEST EDITION OF TME NA- OIPECTLY ABOVE A BOTTCN CHORD'SPLICE, UNLESS ROTED OTHERWISE. CURRENT TPI b -._ TTTN4AL DESIGt4 STMIGARDS PGBLISHEO Of THE IIATIDNAL 71 V-404 APPPOVAL t&WRS: VOC 23A2, FHA TCS 2424, SSCC 11) ALL COMPRESSION CHGPD NEIABERS ASSUMED t0 BE CONTITA"SLY25i THIS DESIGN CONFDRkS FOREST PPDOUCTS ASS"IATIOI1. 7211, BOCA FILE 04-120 BRACED BY EIINER 3/6' TWIN,} PLYWOOD SHEATHING. 172' 11011+5 FCA+94TAL PLATE COxxECtty 21 THIS DESIC44 IS BASED Ott CLARE C(NNECTOR PLATES C41LI 0) INI5 tatT55 HAS 0110 DESIC41t.D FLYS THE tOAD1111 SHOWN Will DAFWALL OA BRACHIO MEMBERS SPACED At 16' o C. DUAL.ITA SIANUARO$FOR 104155ES. 3t CINNIECITTR PIAIIS SITES ARE PAW R!AYIM, FfARLES OTA.r. (N) IHI S 191AMIm 11151AII A11141 AtAT HIT !i kl. LTINTNTM WWI UA.E5S txilto oTEHW1'iF.. 16) tali MEW R HF TMF IWM.5"At B CHI OR Id AF110 H•. 41 CdWCCIOR PLATT SiIts AAE CAtIID+T,+l WILA" 241111%9 Stoltt 01I1 IRIS tktdW 14 � INOICAIEB D1,01110 WCAIETNI IRI %14C(AL 10140LIOM CAK "to B1 tANEH 11x006 ST11N.INo Mw 0+LENGTH (ALONG SLOTS) M40 THE ORIINIATION OF ITE 91 THIS DESIGN IS APPLICABLE TO SHOPTEP SPA11 TRUSSES OF ETECTJON OF TRJSSES SEE HIB-91 FOR 14ECCRMENDATIOttS ffiENtICAL LQAO1114 ANP CDtFIGUAAT1Of4L -CONFIGURATION AND LOADING SPECIFIED BY FABRICATOR -REPETITIVE NEWER STRESSES NOT USED, -ADDITIONAL PLATING FOR HANDLING TRUSSES IS RESPONSIBILITY OF FASRICATOP. -THIS TRUSS IS DESIGNED ONLY FOR THE LOADS SHOWN, PROVISION FUM THE PREVENTION OF PONDING MUST BE MADE AND IS NOT THE RESPONSIBILITY Of THE TRUSS FABPICATOP CM CLARY, 1 4-3-8 1 0-8 I 2-8-0 RUN 1-5-I4 Max Height 2-10-3 74 PLF 12. P+ 5/Jv 89! 6311 to 174! s y' b 14811 o jr 6511 230 T N ""`,.- 4111 2971 �., (3,5110 KA 0 3060 7xE 3x4 13.5112x i2 20 PLF 3x4 4-3-8 2-8-8 Forces fL-P) TOP BOT WEBS i t-4- 1� 7-0-0 -529 A87 -175 -529 295 399 0 -363 -64 A BUILDING TYPE: Enctosed Residential CODE: Standard Buitding Code (SBCCI 1441) WIND SPEED: 114 mph MEAN ROOF HEIGHT: 131 'No trusses: I Maximum deflection occurred at bottom joint 112. TRUSS LOCATION: (Se) area Maximum Live Load Deflection of 0" (0/16), Index-,049, IL/7636) UPLIFT CONNECTION REQUIRED: 2 M AT EACH SUPPORT, Maximum Total Load Deflection of 0' (0116), index-.051, (Lt0) NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW SEE NOTES 10 AND 11 ABOVE FOR BRACING REQUIREMENTS. �TYPE: O.C, REd .3-25 3lA)!�l1) .4L v&JPLATSPACING LOADING (PSF1 TC LUMBER TRUSS: 710` MHV-5 ��Ilqll u2-0-0 LL TC gp 2X4 42 N Sp ENG. FOR; TRUE TRUSS INC - (OL TC 7 SC LUMBER PROJECT: CENTEX 3702 A & C DATE: 27 ,tan 1993 2x4 #2 N SP -4-"STC,4 LL SC 0 WEBS LAYOUT ID: PC 10 2X4 113 SP ADDRESS: SCA E: rte% `Gr4 N rA iR'QO n�9R{+N�yb� ' F'�'NNiDOM Zrm N+TNS Nms t� yo A'3 pi 'DRQ`% mONQ; m to m � �T L p D m 0 w f r 1 O % 1i � -4 r f U 4 3 r g O Z r m � N♦ + � �a i� fir 0 O w O ®x~a0 72 ++^N� ul p'^ O� ..i N G v v mma��^sm Lo rn b Cr1 p. ^ic ✓ ^ , A `' s A-3 9� e � o 11 in Ul �}}7r�pr..iTpp�y D N im Z Z9_N.9 TZ =GAtoyQjrr, 'ov �j �'�•MarNZ� G✓ roroio�o�'�',.o`° � N 9�0 �=�,$ cD n J� � r ��•• � � Gq O bO m a N,% r _ cl a�b ��TQ� tri ��p• m�u+„o'"'}'O � O "' >�^'" �nn�g�,'i m n n 00 — m^ Q in �m 10 r f J �Q s� �6� •i Ni. W n� ' I? L1xIBER SHALL BE OF THE SPECIFIED Nlt+i f*JM GRADES, 51 CONNECTOR PLATES SHALL BE II+STALLEO SIMNETRICALL+ ON 10) ALL TENSION CHORD MEMBERS ASSUMED TO BE C0HTIt+WUSLf 131 � INDICATES LATERAL BRACING MEMBER (1AJ MIM.) SPECIES. At41 191 MAYIIMJM MOISTURE CONTENT, OR SUCH THAT THE J011+T SPACED 8Y EITHER 3/8" IMIN) PLYHOOO SHEATHING. 1/2• 14) IIISTALLATI011 AIG EREC71CII GF THE 7RSS. PERMAMEUT. YC IS GF N1GnEN ALLOWABLE STRESS'IALUES. ALL IALUES USED 51 TCR C"C47 SPLICES APE NOT RECGMI4ENDEO TO OCCUR IN IN+ OPYWALL OR BRACING MEMBERS SPACED SG' 0 C. INAYI. TEMPCPAP+BRAC[tIG SHOULD 8E OCE IH ACCGNOAIICE XITn FOR DESIGN ARE BASED ON THE LA/EST EDITION OF THE IIA- GINEC TL'1 ABOVE AN BOTTOM CM 1)SPLICE. UtiE54 t10iE0 OTnEPN ISE. CURRENT TPI BRACING MIG ERECTION PUBLICATIONS, TIONAL RESIGN STANDAROS P'JBLISMED BY TnE NATIWAL 71 Y-2400 APPROVAL UMBERS: UBC 2342. FHA TC8 2014. SBCC 11) ALL COMPRESSION CnORD MEMBERS ASSUMED TO BE CCNTItAJDUSLV15) THIS DESIGN CONFORMS TO CURRENT IPI�SISN SPECIFICA- FOREST PA CUCTS ASSGCIATIOH 7251. aOCA FILE 86-125 SPACED B'/EITHER 3/9' (MIN.) PLfWOCD SHEATHING, 1/2' TICS FOR METAL OL ATE CCa+ECTEO NOGG TRUSSES AND 21 THIS DESK+ IS BASED ON CLARY COINIECTOR PLATES C+LY. BI THIS TP'JSS HAS BEEN DESIGNED fW THE LOAD IIIG SHONII (N IN.) OP'/WALL M BRACING MEMBERS SPACED AT 16' o.C. WRLIT/ SIFIx1AP05 FW TRUSSES. 3) COITIECTOR PLATES SIZES RRE BASED ON AYIAL FOPCES ONL'l. 011 THIS OPAWING. IIISTALLATI GN AND USE SMALL CONFORM (MAY). UNLESS NOTED OTHERWISE. t6) SP MEMBER OF THE TRUSS HOU BE CUT OP IYDURINGD HI ANI NA/. 4) CONTIECTOP PLATE SIZES APE CALLED OUT WIDTH IACPGSS SLOTS) WITH THIS DESIGN 121 ® INDICATES BEAPINO LOCATION. 171 SPECIAL HANDLING CARE SHOULD BE TAKEN IXNRIIIO SHIPPING MI BY LEN1GT11 (ALONG SLOT5! MID THE ORIENTATION OF THE 91 Tn IS DESIGN IS APPLICABLE TO SnOFTEP SPAN TRUSSES OF ERECTIUI OF TPJSSES SEE nIS-91 FOR PECG4pENDATIO S C J D T MGT N C D TIG ID C., GUN 7 t SIZE -CGINFIGLRTATIGII MID LOAD]IG SPECIFIED BV FABRICATOR -REPETITIVE MEMBER STRESSES NOT USED. -AUDIT IDUAL PLATING FOR HANDL.IIIG TRUSSES IS RESPONSIBILITY OF FABRICATOR. -ANTICIPATED HORIZOIITAL MOVEMEIIT LRIDER TOTAL LOAD .572• 3-5-11 3-6-9 RUN 4-3-B 3-4-13 3-7-7 4-6-11 4-1-15 1-4-f5 1-3-8 1-5-14 #2 02 02 02 02 74 PLF Max Height 9-6-3 12 N1�}� Q 6 31" 3021 �3�7 6'7cS 257f 2650 332# i 254# \ 3261 277# `, 311. 12 6 V-1 `• `\ StJ 1400 ', \ 148# m ` \`:� \ 86# 93# 940 1151 134# 106/ X x 6*b �1\ 401 400 OI CU X\� 1665# 1665f '�. (3.5148% 13.5166 m I HS714 3x4 3x4 N th o f 4x12 3x4 5x6 7xa gxfz 20 PLF 0 3 3 12 12 4-3-8 4-7-9 1-7-9 4-9-5 6-9-2 5-7-5 4-3-8 02 02 02 02 02 #2 Forces(L-R) 1-4-0 2x4 2x4 2x4 2x4 2x4 2x4 TOP BUT WEBS WEBS 36-0-0 -6604 6088 -278 791 -6604 3632 2925 -711 -3696 2665 -059 1884 -2772 2327 989 -312 -2096 2398 -927 0 -2096 3048 037 -2995 4645 -909 -5039 1571 -5039 -851 BUILDING 1Y-E: ENCLOSED RESIDENTIAL No trusses: 1 Maximum deflection occurred at bottom joint 04. CODE: STANDARD BUILDING CODE (SBCCI 091) WIND SPEED; 110 MPH Maximum Live Load Deflection of .474' (8/16), Index-.395, (L/911) 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 CON.IF.CTION REQUIRED: /018tx AT EACH SUPPORT LOCATION. NET WIND POESSURES BASED ON DEAD LOAD SHOWN BELOW. SEE NOTES '0 AND 11 ABOVE FOR CHORD BRACING REQUIREMENTS. Q R d ?•Z5 g3 W14P Aa CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 36'0* ST.VAULT T-7 ALPINE ENGINEERED PRODUCTS Inc V_2000 2-0-0 2X4 #? 05 SP ENG. FOR: TRUE TRUSS INC - L 1801 S. GSW PKWY. LL TC 30 BC LUMBER PROJECT: CENTEX 3702 A & C DATE: 27 Jan 1993 /►L GRAND PRAIRIE, TX 75051 7.0 OL TC 7 2X6 #1 DS SP �p IV --- - - _-- - _ _ - LAYOUT IO: (J (214) 660-3940 PLATE AREA: - INC. FOR STL LL BC 0 WEBS __—_.._— B44 OL BC 10 2X4 #3 SP ADDRESS: SCALE: MEMBER TRUSS PLATE INSTITUTE 33.33 225 h.5. TOTAL q7 1/8 EXCEPT AS MAY BE NOTED ------ _ --- - - 0.1 i 1 l 1! LUMBER SHALL BE OF THE SPECIFIED MIIIIMxi GRADES. Sl COtWIECiOR PLATES SHALL BE INSTALLED S/w1ETRICALLY 011 10) ALL IEIISIGII CHORD MEMBERS ASSUMED TO BE CO11TI14x1U5Lf 13! 1;_ IIIDICATES LATERAL BRACItAG MEMBER (114 M111.1 SPECIES. ND 192 MAXIMUM MOISTURE COIHTEI41, OR SUCH THAT THE JOINT. BRACED BY EITHER 3/0" IMM) PLfWOOO SHEATHING, 1/2' 14! INSTALLATIG41 AIG EPECTINI OF THE TRUSS, PER"J611T, A110S OF HIGHER ALLOWABLE STRESS'VALUES, ALL VALUES USED B: TOP CHCAO SPLICES ARE 1101 PECGAM4EHOED TO OCCUR IMIN) DRYWALL OR BRACING MEMBERS SPACED 10O.C. IMAk TEMPGPARf BRACING SHOULD BE DOt* 114 ACCORGAWE WITH FOR DESIGt1 ARE BASED ON THE LATEST EDITION OF THE 11A- DIRECTLY ABOVE A BOTTOM CHORD SPLICE. t#ILESS NOTED OTNEPMISE. CURREIIT TPI BRACING AILD ERECTION PUBLICA71014S. T=AL DESIGtl STAt1OARDS PUBLISHED BY THE tIATIOIIAL 7) V-2600 APPROVAL NUMBERS: 'UBC 2342, FHA TC8 2014. S8CC 11) ALL COMPRESSION CHORD MEMBERS ASSUMED TO BE CONITINUDUSLn51 THIS DESIGII COIWDRMS TO CURRENT TPI DESIGN SPECIFICA- FOREST PRODUCTS ASSOCIATION. 7251, BOCA FILE 86-125 BRACED BY EITHER 3/e" IMIN.) PLYWOOD SHEATHING, 1/2' TIC445 FDA METAL PLATE CGI14ECTED WOOD TRUSSES AIG 2) IH 15 DESIGII IS BASED 014 CLAP'COIICCTDR RATES O14LY. 01 THIS TRUSS HAS BEEN DESTGHEO FOR THE LOA01t4G SHOWN (MIN.) DRYWALL OR BRACIIIG MEMBERS SPACED AT 16' O.C. DUALITY STAtDARDS FA TRUSSES. 3) CO"JEC Tim PLATES SIZES ARE BASED ON AXIAL FORCES ONL'f. OII THIS OPAWIIG. I1ISTALLATIOII AUG USE SHALL C011FOPM MAX). )#LESS IGTED OTHERWISE. 161 110 MEMBER OF THE TRUSS MAf BE CUT OR MODIFIED 114 N4f MAY. 4! C0144EC TA PLATE SIZES ARE CALLED OUT WIDTH (ACROSS SLOTS) WITH THIS DESIGI4 12) ® INDICATES BEARINO LOCATIOII, 171 SPECIAL HAIG1.I113 CARE SHOULD BE TAKEN OURING SHIPPING All BY LEtGTH (ALONG SLOTS) AIG THE ORIE14TATIO14 GF THE 9) THIS DESIGN IS APPLICABLE TO SHORTER SPAN TRUSSES OF ERECTIOI4 OF*TRUSSES SEE HIB-91 FOR RECOMMENDATIONS 512E CALL OUT IS THE DIRECTIQt4 OF III PLATE LE14GTH, t O I G ID C01 GLIB G 1 Q IlUILOING TYPE: ENCLOSED RESIDENTIAL -PEPS IGURATION AND LOADISTRESSES SPECIFIED BV FABRICATOR CODE: STANDARD BUILDING CODE (SBCCI 1991) -REPETITIVE NEATER STRESSES NOT USED. WIND SPEED: 110 MPH -ADDITIONAL PLATING FOR HAIIOL IIID TRUSSES IS RESPOFISIBILITY OF FABPICATOP. -THIS TRUSS IS DESIGNED ONLY FOR THE LOADS SHOWN. PROVISION FOR THE MEAN ROOF HEIGHT: 13 FT. PREVENTIOII OF FUMING MUST BE MADE AIID IS NOT THE RESPONSIBILITY TRUSS LOCATION: (Se) area OF THE TRUSS FABPICATOP OR CLAR'f. UPLIFT CONNECTION REQUIRED: /0/5#AT EACH SUPPORT LOCATION. -ANTICIPATED HORIZO(T AL 140VE14ENT UNDER TOTAL LOAD - .518' NET WIND PRESSURES BASED ON DEAD LOAD SHOWN BELOW, SEE NOTES 10 AND 11 ABOVE FOR CHORD BRACING REOUIf1,,MENTS. 3-1-4 3-1-4 2-8-0 3-11-0 RUN 4-3-8 3-1-4y 3-4-12 4-2-8 _ 3-11-0 4-3-e 1-5-14 W2 D5 Ds #2 #2 A2 #2 #2 #2 A -'- 74 PLF Max Height 8-10-3 12 �6 C 3 224# 254# !fy m y 240# 30 t# 43x43x4 3}7 230#12 \ 81(12 2631 \ 293# 1480 860 71► 081 120# 99# x4G# 40# m O1 1665# 13.5148% 13.5166'"14 1f$715x6 3x4 7x8 4D 4x 12�3 3 o 842 26 PLF 12 12 4-1-11 2-8-0 4-3-8 4-i-11 4-5-3 6-2-0 5-10-8 4-3-8 #2 #2 #2 #2 02 02 #J D-S Farces IL-R) 1-4-0 2x4 2x4 2x4 2x4 2x4 2x4 2x4 TOP TOP DOT WEBS WEBS 36-0-0 -6604 -5039 6088 -264 758 -6604 3753 2820 -815 -3839 2980 -876 771 -2941 2483 1000 -698 -2277 2036 -010 1793 -2026 2530 B23 -294 -2265 3146 -878 0 -3127 4645 825 -5039 -34 No trusses: i 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' Z:5 3 W I-) *t-F<.t-r PAY CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING IPSF) TC LUMBER TRUSS: 36'0' SH-17 T-6 ALPINE ENGINEERED PRODUCTS Inc V2000 2-0-0 LL TC 30 2X4 $S SP ENG. FOR: TRUE TRUSS INC - 1B01 5, GSM PKWY. BC LUMBER PROJECT: CENTEX 3702 A 6 C DATE: 27 Jan 1993 ^ GRAND PRAIRIE. TX 75051 70 OL TC 7 2X6 #1 DS SP OF 119 - - -- ----- -- - LAYOUT ID: (214) 660-3940 PLATE AREA' INC.TFOR STL LL BC 0 WEBS B72 33.33 OL BC 10 2X4 #3 SP ADDRESS: SCALE: MEMBER TRUSS PLATE INSTITUTE 225 h.5. TOTAL 47 EXCEPT AS MAY BE NOTED 1/8 1) LU4BER SHALL BE OF THE SPECIFIED MINIMUM GRADES. 5) C0IHECTOR PLATES SHALL BE 114STALLED SNa4ETRICALLV 011 10) ALL TENSION CHORD MEMBERS ASSUMED TO BE CONTIt&"JSLV 131 50' HMOICAIES LATERAL BRACING MEMBER (tX4 14111.) SPECIES, AND 19%MAJIINJM MOISTURE CONTENT. OR SUCH THAT THE JOINT BRACED BY EITHER 3/8" 1141111 PLNNDOD SHEATHING. 1/2' 141 HISTALLATi CA1 A110 ERECTIOII GF THE 7RUSS, PEr4MANEIIT. AND IS OF HIGHIEP ALLOWABLE STRESS'VALUES. ALL VALUES USED el TGP CHORD SPLICES ARE NOT PECON4EHDED TO OCCUR (MIH) DRYWALL OR BRACING MEMBERS SPACED 10' 0 c (MAAI. TEMPGPARV SPACING SHOULD BE DOME IN ACCORDANCE WITH FOR DESIGN ARE BASED ON THE LATEST EDIII0t1 GF THE IIA- DIRECTLY ABOVE A BOTTOM CHORD SPLICE. UNLESS NOTED OTHERWISE. CUPPEIIT TPI BRACING AND EPECTIC44 PUBLICATIONS. T I OVAL DESIGN STAUOAROS PUBLISHED BY THE NATIONAL 71 V-2000 APPROVAL NUMBERS: UBC 2342. FHA TCB 2014. SBCC It) ALL COMPRESSIGN C/IGRD MEMBERS ASSUMED TO BE CONTIIAGUSLY151 THIS DESIGN COtfDRMS To CURRENT TPI DESIGN SPECIFICA- FOREST PPGDUC IS ASSOCIATION. 7251. BOCA FILE 06-126 BRACED BY EITHER 3/6' (MIN.) PLYWOOD SHEATHING, 1/2' TIONS FOR METAL PLATE CONNECTED WOGD TRUSSES AND 21 THIS DESIGN IS BASED ON CLAPV CGN✓ECTOR PLATES ONLY. BI THIS TRUSS HAS BEEN DESIGNED FOR THE LOAD1110 SHOWN (MITI.) DRYWALL OR BRACING MEMBERS SPACED AT t6' o.c. OUALITV STANDARDS FGR TRUSSES. 3) CONNECTOR PLATES SITE ARE BASED ON AXIAL FORCES ONL'V. ON THIS DRAWIID. IHSTALLATIGN MD USE SHALL CON/FOPM (MAXI. UNLESS 140TED OTHERWISE. 16) 140 MEI4BEA OF THE TPUSS MAY BE CUT OR MODIFIED IH ANY MAY. 4) CONNECTOR PLATE SIZES ARE CALLED OUT WIDTH IACRGSS SLOTS) WITH THIS DESIGN t2) ® INDICATES BEARING LOCATIrA4. 17) SPECIAL HA14DL710 CARE SHOULD BE TAKEN DURING SHIPPING AND BY LENGTH (ALONG SLOTS) AND THE ORIENTATION GF THE 9) THIS DESIGN IS APPLICABLE TO SHORTER SPAN TRUSSES OF ERECTIGN OF TRUSSES SEE HIB-91 FOR RECOMMENDATIONS SI�EC U GTH. IOEVITICAL LOADDIG AND CONFIGURATIOIL -COIIF IGLRATIOtI AND LOAOIWG SPECIFIED BY FABRICATOR &BUILDING "'PE: ENCLOSED RESIDENTIAL -REPETITIVE MEMBER STRESSES NOT USED. CODE: STA?'((ARD BUILDING CODE (SBCCI 1991) -ADDITIONAL PLATING FOR HANDLIIIG TRUSSES 15 RESPONSIBILITY OF FABRICATOR. WIND SPEED 110 MPH -THIS TRUSS IS DESIGNED OtILY FOR THE LOADS SHOWN. PROVISION FOR THE MEAN ROOF H,:IGHT: 13 FT. PREVENTION OF PONDING MUST BE 14ADE AND IS NOT THE RESPONSIBILITY TRUSS LOCATION: (Se) areaOF THE TRU55 FABRICATOR OR CLAP(. UPLIFT CONNECTION REQUIRED: /0/519 AT EACH SUPPORT LOCATION. -ANTICIPATED HORIZONTAL 140YE14EIlT UtMER TOTAL LOAD - 54' NET WIND PRESSURES BASED ON DEAD LOAD SHOWN BELOW. Sr..E NOTES f0 AND 11 ABOVE FOR CHORD BRACING REQUIREMENTS. 3-5-11 3-4-0 3-5-8 3-3-0 ALM F 4-3-8 3-5-11 1 3-9-3 3-4-0� 3-3-0 4-3-8 1-5-14&*2Ds l?IDs 02 02 02 02 02 02 74 PLF Max Height 7-10-3 12 a 6 3Xy 263# 247# 254# , a Q 27 3.4 J 268# 251/ ✓� 3 8X/2 257♦ 241/ 12 +A �l x9 276# 268# 6 p 4 f4B# o x 6'46 \\ \ \ fi X ° 92# 1070 1220 11B# 100# 89# n fu cu .\ \ 0 40# 400 16650 1665# m 0j 13.514B% 13.5)66 in 1 N571A 3x4 3x8 5x6 3z4 7xa ) I o 4x12 8X/Z 0 3 3 0 20 PLF 12 12 4-3-8 5-2-8 5-6-0 6-8-0 5-2-0 4-10-8 4-3-8 r2 02 #2 02 #2 #2 1-4-0 2x4 2x4 2x4 2x4 2x4 2x4 Forces(L-R) 36-0-0 TOP TOP BOT WEBS. WEBS -6604 -5039 6086 -277 -759 -6604 3626 2934 745 -3547 2850 -865 -687 -2566 2342 901 1662 -2295 2721 -872 -269 -2263 3291 885 0 -2530 4645 -105 -3318 -175 -5039 077 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' -Z5-?3 0/10b,ALS Owl CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 36'0' SH-15 T-5 ALPINE ENGINEERED PRODUCTS Inc V2000 2-0-0 LL TC30 2 X 4 14 559 SP nl ENO. FOR: TRUE TRUSS INC 1801 S. GSW PKWY. 70 BC LUMBER PROJECT: CENTEX 3702 A 6 C DATE: 27 Jan 1993 TC 7 OF�t� GRAND PRAIRIE. TX 75051 ' OL 2X6 #1 Ds SP (� 1214) 660-3940 PLATE AREA: LAYOUT 70: INC. FOR STS LL BC 0 WEBS , 874 33.33 OL BC 10 2X4 13 SP ADDRESS: SCALE: (MEMBER TRUSS PLATE INSTITUTE 225 h.s. lOfAl_ 47 EXCEPT AS MAY BE NOTED _ _ 1/8 I oOI)� t) LLx4BEA SHALL BE OF THE SPECIFIED MINIMUM GAADES. 51 LGMECIOR PLATES SHALL BE INSTALLED SYW4ETRICALL( ON 10) ALL TENSION CHORD MEMBERS ASSUMED TO BE COUTINDOUSLY 13) � INDICATES LATERAL BRACING MEMBER Bt$4 MIN-) SPECIES. ANBD 192 MAXIMUM MOISTURE CONTENT. OR SUCH THAT THE JOINT BRACED BY EITHER 3/0' (MIN) PLYWOOD SHEATHING. 1/2' 14) INSTALLATION AND E4ECTION OF THE TRUSS, PERMANENT, AND IS OF nt GNER ALLOWABLE STRESS VALUES. ALL VALUES USED BI TOP CHOAO SPLICES ARE NOT RECOMMENDED TO OCCUR (MINI DRYWALL OR BRACING MEMBERS SPACED 10' O.C. (MAX), TEMPCAAPY SPACING SWJJLD BE GONE IN ACCORDANCE WITH FOR DESIGN ARE BASED 014 THE LATEST EDITION OF THE NA- DIRECTLY ABOVE A BOTTOM CHORD SPLICE. UNLESS NOTED OTHERWISE. CURRENT TPI SPACING AND EPECTION PUBLICATIONS. TIONAL VE S1614 STANDARDS PUBLISHED 8Y TIE NATIONAL 7N /-2000 APPROVAL NUMBERS: UBC 23A2. FHA TCB 2014. SOCC 11) ALL COMPRESSION CHORD MEMBERS ASSUMED TO BE CONTINUCK)SLVI51 THIS RESIGN COffM OS TO CURRENT TPI DESIGN SPECIFICA- FOREST PRODUCTS ASSOCIATION 7251. BOCA FILE 06-125 SPACED BY EITHER 3/9' IMIN.) PLYWOOD SHEATHING, 1/2' TICS FDA METAL PLATE CONNECTED WOOD TRUSSES A14021 THIS DESIGN IS BASED ON CLARY COINECTOR PLATES ONLY. B) THIS TPJSS HAS BEER DESIGNED FCA THE LOADING SHOWN !MIN.) DRYWALL OR SPACING MEMBERS SPACED AT 16' G.C. OU4LITY STANDARDS FOR TRUSSES. 3) CONVECTOR PLATES SIZES ARE BASED ON AXIAL FORCES ONLY. ON THIS DRAWING. INSTALLATION AND USE SHALL CRffOAX). UNLESS NOTED OTHERWISE. 16) 113 MEMBER OF THE TRUSS MAY BE CUT OR MODIFIED IN ANY WAY. 41 C01tECTOR PLATE SNLM (M IZES ARE CALLED OJT WIDTH (ACROSS SLOTS) WITH THIS DESIGN 12) ® INDICATES BEARINGLOCAIIG14 171. SPECIAL HAIIILING CARE SHOLILO BE TAKEN DUAING SHIPPING MD BV LENGTH (ALONG SLOTS) AND THE ORIENTATION OF THE 9) THIS DESIGN IS APPLICABLE TO SHORTER SPAN TRUSSES OF ERECTIC04 OF TRUSSES. SEE nIB-91 FOR RECOMMENDATIONS SIZE CALL OUT IS THE OIREC7IrfI OF THE PLATE LENGTH. G N C D G AND CONFIGURATION, -CGIIF IGURATIGN AFIG LOAD IIID SPECIFIED By FABRICATOR BUILDING TYPE: ENCLOSED RESIDENTIAL -REPETITIVE 14EMBER STRESSES NOT USED. CODE: STANDARD BUILDING CODE (SBCCI 1991) -ADOITIGNAL PLATIIIG FOR HANDLING TRUSSES IS RESPOtISIBTLITY OF FABRICATOR. WIND SPEED: 110 MPH -THIS TRUSS IS DESIGNED ONLY FOR THE LOADS SHOWN. PROVISION FOR THE MEAN ROOF HEIGHT: 13 FT. PREVENTION OF P011DItIG MUST BE MADE ANO IS NOT THE RESPONSIBILITY TRUSS LOCATION: (Se) area OF THE TRUSS FABRICATOR OR CLARY. UPLIFT CONNECTION REOUIRED: 1615 K -ANIICIPATED HS 140VENEIIT Ut1DEP 70TAL LOAD - 57" NET WIND PRESSURES BASED ON DEAD LOAD SHOWN SBELOW,UPOFV LOCATION. SFE NOTES 10 AND if ABOVE FOR CHORD BRACING REOUTREMENTS. 2-9-11 3-1-3 3-10-8 RUN 4-3-8 2-9-11 5-4-0 5-4-0 4-2-0 4-3-8 1-5-14 0205 02 02 i2 It ZDS& 747-115 02 qk 2 74 PLF m Max Height 5-10-3 — ----- 12 Q6 312/ 3951 352# 218i 12 7 T� 3.4 S2981 CS' 208.' 8XIZ252/ \ 2911 f 81 4 ` 1481 cN B2i e7r 1521 1871 lzoi 401 401 T 0 16651 16651 1i I HS7143xB 7x8 ] I0 13.5140% 13,5166 3x4 3x8 Ax12 4x5 BK/Z 0 3 3 s 12 12 20 PLF 4-3-8 4-2-8 4-6-0 10-8-0 8-0-6 4-3-8 02 0205 1209 02139 #1 ps 1-4-0 2x4 2x4 2x4 2x4 2x4 A 36-0-0 ForceSlL-P) --- TOP BOT NESS MESS -6604 6088 -253 -786 -6604 3855 2736 1819 -3821 3105 -890 -292 -2884 2742 915 0 -2500 3129 -845 -2518 4645 977 -2815 -234 -5039 -322 -5039 907 No trusses: i Maximum deflection occurred at bottom joint i4. Maximum Live Load Deflection of .451' (7/16), Index-.376, (L/958) Maximum Total Load Deflection of .707' (11/15), Index-.393, (L/611) RECOMMENDED CAMBER: .38' n/ _ --- _ -- &RE v 9-2-5-73 0IAS D A-t-F CLARY DIVISION PLATE TYPE: O.C. SPACINGLOADING (PSF) TC LUMBER TRUSS: 36'0* SH-13 T-4 ALPINE ENGINEERED PRODUCTS Inc V000 2-0-0 LL TC 30 2X4 Al 15S SP tb ENG. FOR: TRUE TRUSS INC - I 1801 S. GSW PKWY. BC LUMBER PROJECT: CENTER 3702 A 6 C DATE: 27 Jan 1993 //�� GRAND PRAIRIE. TX 75051 7.0 DL TC 7 2X6 N1 OS SP OF'}j (214) 660-3940 PI ATE'-AgEA: INC. FOR 5Tl_ LL BC 0 WEBS LAYOUT I0: (( 854 33 33 OL SC 10 2X4 03 SP ADORCSS: SC AI E MEMBER TRUSS PI.AIF. INSTITUTE 225 h.s. )U)A(, 4/ : 1 EXCEPT AS MAY.DE NUIED S/Ef I) LUMBER SHALL BE OF THE SPECIFIED MINIMUM GPAGES, 5! CGyiEC10R PLATES SHALL BE INSTALLED S.MNETRICALL.ON UO 10) ALL TENSION CHORD MEMBERS ASSUMED TO BE CO TINUSLN 131 -4' INDICATES LATERSPACING MEMBER IIX4 MINA SPECIES. MD 192 MA$IMUM MOISTURE CONTENT. OR SUCH THAT THE JOINT. BRACED BY EITHER 3/0' (MIN) PL/MOOD SHEATHING. 1/2 14) INSTALLATION AND ERECTION OF THE TRUSS. PERMANENT, AND 15 OF HIGHER ALLOWABLE STRESS'VALUES. ALL IALUES USED 6) TOP C.C4AD SPLICES ARE 1101 PECGH14ENDE0 TO OCCUR (MIN, DRYWALL DP BRACING MEMBERS SPACED 10' 0 C 000. 7EMPO+AR,BRACING SHU.LO BE DOE iN ACCORGANCE MIT. FOP DESIGN ARE BASED ON THE LATEST EDITION OF THE HA- DIPEC71_1 ABOVE A BOTTOM CHORD SPLICE. UNLESS NOTED OTHERWISE. CURRENT TPI BRACING AND ERECTION PJBLICATIGNS. TIDAL DESIGN STANDARDS PUBLISHED BY THE NATIONAL 7) V-2000 APPROVAL fNMBERS: '_6C 2342. FHA TCB 2014. SBCC 11) ALL COMPRESSION CHORD MEMBERS ASSUMED TO BE CONTINUO'JSLY15) THIS DESIGN CONFDRMS TO CURRENT IPI DESIGN SPECIFICA- FOREST PRODUCTS ASSOCIATION. 7251. BOCA FILE 86-125 SPACED BY EITHER 3/9' !MIN.) PLYWOOD SHEATHING. 1/2' TIONS FOR METAL PLATE CONNECTED WOOD TRUSSES AND 21 THIS DESIGN 15 BASED ON CLARK COMIECTOP PLATES ONLY. B) THIS TPUSS HAS BEEN DESIGNED FOR THE LOADING SHOWN (MIN.) DRYWALL OR BRACING MEMBERS SPACED AT 16' -C. DUALITN STANDARDS FNA TRUSSES. 31 CONNECTOR PLATES SIZES APE BASED ON AYIAL FORCES ONLY. Oil THIS DRAWING. INSTALLATION AND USE SHALL CONFORM IMAY). UNLESS NOTED OTHERWISE. 161 ID MEMBER OF THE TRUSS MAN BE CUT OR MODIFIED IN AN'f MAY. 4) COYECTOR PLATE SIZES ARE CALLED OUT WIDTH (ACROSS SLOTS) WITH THIS DESIGN. 12) ® INDICATES BEARING LOCATION. 17) SPECIAL HANDLING CARE SHOULD BE TAMEM DURING SHIPPING AN BY LENGTH IAL OG SLOTS) AND THE ORIENTATION OF THE 9) THIS DESIGN IS APPLICABLE TO SHORTER SPAN TRUSSES OF ERECTION OF TRUSSES SEE HIB-91 FOR MECOMNENOATIONS C C Of GTIDENTICAL LOADINGCONFIGURATION. -COTTFIGIRATTON AND LOADING SPECIFIED BY FABRICATOR Q BUILDING TYPE: ENCLOSED RESIDENTIAL -REPETITIVE MEMBER STRESSES HANDLING NDN USED. -ADDITIONAL PLATING FOR HANDLING TRUSSES IS RESPONSIBILITY OF FABRICATOR. CODE: STANDARD BUILDING CODE (SBCCI 1991) -THIS TRUSS IS DESIGNED ONLY FOR THE LOADS SHOWN. PROVISION FOR THE WIND SPEED: 110 MPH PREVENTION OF PONDING MUST BE 14ADE AND IS NOT THE RESPONSIBILITY MEAN ROOF HEIGHT: 13 FT. OF THE TRUSS FABRICATOR OR CLARY. TRUSS LOCATION: (Se) area -ANTICIPATED HORIZONTAL INOVEMEIIT UNDER TOTAL LOAD - 568' UPLIFT CONNECTION REQUIRED: /O/SOt AT EACH SUPPORT LOCATION. NET WIND PRFSSURES BASED ON DEAD LOAD SHOWN BELOW. SEE NOTES 10 AND 11 ABOVE FOR CHORD BRACING REGUIREMENTS. 3-2-8 3-2-0 RUN 4-3-8 3-6-0 4-10-1 4-11-13 4-10-1 2-10-8 4-3-8 74 PLF 1-5-f4 Zw�S *2� 42 42 42 02 02 *2111' Max Height 5-10 N 43, 12 Q 6 3090 364/ 3640 296/ `�- 2480 \ 2240 12 515 x 3x4 —'lam + + 6 c;;, N 8X2670 2540 s,4 Z + Nn 6+6 In 1480 1480 m N /MB + 1070 1750 980 981 709/ 1001 0 +(b 3'+4 400 400 in r f m 7fi650 16650 f I HS714 3x4 5x6 3x1 3x4 7x8 3 (m�:, [3.51 48% 13.5)66 Axf2� 3 1a 8xY2 12 12 20 PLF 4-3-8 6-8-8 4-10-1 4-11-13 4-110-1 5-0-8 4-3-8 r2 02 #2 02 02 02 1-4-0 2x4 2x4 2x4 2x4 2x4 2x4 38-0-0 — force9(L-R) _.----.._..------'------ TOP sot WEBS WEBS -6604 BOBS -268 612 -6604 3689 2886 -754 -3250 2906 -986 1609 -3378 3342 714 -255 -3378 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 m QEy �-z_s-93 w�n�� A-r 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 02 DS SP ENG. FOR: TRUE TRUSS INC 1801 S. GSW PKWY, 7.0 OL TC 7 BC LUMBER 2X6 01 Os SP PROJECT: CENTEX 3702 A 6 C DATE: 27 Jan 1993 /• F GRAND PRAIRIE. TX 75051 LAYOUT I0: ( r 1� (214) 660-3940 TIATE AREA - -INC. FOR STC- LL BC 0 WEBS �J 804 OL BC 10 2X4 03 SP ADDRESS: Mt MBPN 1nUtai TTI AIF INS7I TNTF �� ;C.At F' 225 I1,S. iUlAl 41 ExCFPI AS MAY 0:. 110TEN 1�8 I! LG4IER SHALL BE OF THE SPECIFIED NINIMJM GRADES, 5! CgMECTDP PLATES SHALL BE INSTALLED SIM14:TRICALL(q1 10) ALL IEIISIOII CHORD MENDERS ASSUMED 10 BE COHT111110'JSLr 13! 1 INDICATES LATERAL B-ACllq MEMBER (114 NIII.) SPECK ES, All) 19%MAAIIFJM MOISTURE CRITENT, OR SUCH THAT THE J0110 BRACED BY EITHER 3/B" 041f) PLIM000 SI/EATHIIq. f/2' 14) IISTALLATIGI AIG ERECTIGI GF THE TRUSS. PERNANEIIT, Ml) IS OF HIGHER ALLOXABLE STRESS VALUES. ALL TALLIES USED 6; tOP CHCPG SPLICES ARE HOT RECOMMENDED 10 OCCUR INt NI DWI ALL OR BRAC INO MEMBERS SPACED 1G' 0.c. (WAIT. TE MPGPAPI BRACIHS SHCiJLO BE DOtE IN ACCGIGFIICE WITH FOR OESI WI FRE BASED ON THE LATEST EOItIgN OF THE NA- DIPEC TL'I ABOVE A BOTTOM CHORD SPLICE. 1AlL ESS NOTED OTrtEPM ISE. CURRENT IP[ BRACING AIl)ERECTIGI PUBUCATIG4. 11 OHAE GEST WN STAIl)ARDS PUBLI SrfO aY THE NATIgUL 71 Y-2600 APPROVAL NUMBERS: UBC ¢342. FHA TCD 2014. SBCC 111 ALL COMPRESSIDN CHORD MEMBERS ASSUMED TO BE CGNTINUOIJSLI151 THI5 Of SIGN C[WfOPMS TO CURRENT IPI OESIWN SPECIFICA- fOREST PRODUCTS ASSOC IA1 ION 7261. SOCA FILE 86-125 BRACED BY EITHER 3/e" (Mill.) PLYMOOD SHEATHING. 1/2' 1IGIS FOR METAL PLATE CGYECTEO W)GO TRUSSES Ail) 2) THIS()ESIGII IS BASED GI CL AI fOIEECTOM PLATES 014 Y. B1 THIS TRUSS HAS Bf Ell OESIGNFD FGR TIE LOAD111B SHOWN IMIN.) DRYMAIL OR BRACh10 MEMBERS SPACED AT 16' 0[. OUR ITI SIAIIOAROS F!A 1Rtl'iSFS. D) CGatE CI(1R MIL Alk5 SI MES FIK NA-4,I)IMI ANI AI fI61Ck8(Nil 1, WI IVIS UMAM ITq, ItISI AI.t AIIGI AIM)U!lE SHAH C(MN INXI (MAA), U1E55 NOTED OTIM.RM1%. 111 tin Mf MWkR q THE INUSS MAI BE CUT ON MODIFIED IN A140 MAI. 4) CGMIE CTOR PLATE SI IES ARE CALLED OUT WIDTH $ACROSS SLOTS) MI IN IH15 DESIGN 12) INDICATES BEARIND LOCATION. 171 SPECIAL HANDL I'D CARE SHgLD BE TAKEN G)R ltq SH(PPIq AND BI LEIGTH1ALgq SLOTS) Atl)THEPITATI OEINOH DF THE 91 THIS OESI WN I5 APPLICABLE 70 SHOPTEP SPAN TRUSSES OF ERECTION OF TRUSSES SEE HIB-91 FOP RECGMWtIUATIDNS :ALIC GI G 0 IG CDH F GU -CONFIGURATION AND LOADING SPECIFIED BY FABRICATOR LN BUILDING TYPE: ENCLOSED RESIDENTIAL -PEPETITrvE MEMBER srREsses NOT IJSEo. COOL: STANDARD BUILDING CODE (NBCCI 1991) -ADDITIONAL PLATING FOR HATIDLING TRUSSES I5 RESPONSIBILITY OF FABRICATOR. NINE SPLEN: 110 MPH -THIS TRUSS IS DESIGNED ONLY FOR THE LOADS SHOWN. PROVISION FOR THE E T BE MEAN ROOF HEIGHT: 13 FT. OFIKETRUSS FABRICATOR PONDING FABRICATORUOR CLARrDE AND IS NOT THE PESPOt151BIlITY TRUSS LOCATION: (Se) area -ANTICIPATED HORIIOt1TAL MOVENENT UNDER TOTAL LOAD - 212' UPLIFT CONNECTION REQUIRED: 10-391* AT EACH SUPPORT LOCATION. NET WIND PRESSURES BASED ON DEAD LOAD SHOWN BELOW. SEE NOTES 10 AND 11 ABOVE FOR CHORD BRACING REQUIREMENTS, 4-1-i1 2-8-0 RUN 4-3-8 4-1-11 4-5-3 5-0-3 4-8-11 5-3-3 PAM 1-5-14 12 02 /2 12 /2 02 1-5-14 74 PLF Max Height 8-10-3 12 QB 2531 2B40 y � s'YiT/ 317/ 3b01 308► 1\ � 354/ 12 3+ 3+' 3011 6 m 3�S a p m � 1021 1271 921 SOOT 1270 721 211 tv \ \ \ 401 lei 41 \ \ 14881 13.5171% I NItH�p 13.5142% � 1 v t 9x10 3x4 5x6 3x8 3x4 tet+ 3x5 9 3110 3 20 PLF 12 2-8-0 2-1-12 4-3-8 6-2-8 6-6-0 7-4-8 5-5-12 /2 02 12 12 12 12 Forces k-R) 1-4-0 2x4 2x4 2x4 2x4 2x4 2x 41-4-0 TOP BOT MESS WEBS 34-8-0 -5446 5001 -302 -t32 -5446 2891 2507 330 -2758 2172 -770 -2702 -t809 1617 83t -1544 1723 -865 -1726 1447 753 -fees -61B -221 690 487 -255 No trusses: 1 Maximum deflection occurred at bottom joint 113. Maximum Live Load Deflection of .299' (5/16), Index-.276, (L/1305) Maximum Total Load Deflection of .469' (8/16), Index-.288, (L/832) Rc✓ 3-25-93 U1/^�� f}ZF �/ CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 34'8- HV-15 T-9 ALPINE ENGINEERED PRODUCTS Inc2X4 12 Ds SP ENG. FOR: TRUE TRUSS INC - r tool S. GSW PKWY. V�000 2-0-0 LL TC 30 BC LUMBER PROJECT: CENTEX 3702 A 6 C DATE: 27 Jan 1993 GRAND PRAIRIE. Tx 75051 7.0 OL TC 7 2X6 M1 D5 SP OF (214) 660-3940 PLATE Af1E A: INC. FOR$TL LL BC 0 WEBS LAYOUT I0: —(� 668 OL BC 10 2X4 13 SP ADDRESS: �L . SCALE: 3333 MEMBER TRUSS PLATE INSTITUTE TOTAL 47 EXCEPT AS MAY BE NOTED 1/8 I? LU46EASHALL BE OF THE SPECIFIED NIIN IeJM GRADES. 5! CGINECIOR PLATES SHALL BE INSTALLED SfMI4ETRICALL'f 011 1I) ALL TENSION CHORD MEMBERS ASSUMED TO BE LCUTRAXIUSL/ 131 / INDICATES LATERAL BAACIt4G MEMBER (1X4 MIH.; SPECIES. um 19%MA)IIWJM MOISIUPE CONTENT. OR 5'JCH THAT THE JOINT SPACED BY EITHER 3/8" (MITI) PLfWOOD SHEATHING, 1/2' 14) INSTALLATION AND ERECTION OF THE TRUSS. PERMANENT. AND IS OF HIGHER ALLOWABLE STRESS /ALLIES. ALL IALUES USED 6; IGP CHORD SPLICES APE NOT PECOW4EP40ED TO OCCUR IM DRYWALL OR SPACING MEMBERS SPACED 10' A.c. IMA/l. TEN4PORAPO SPACING SnG'JLO BE GONE 1N ACCGIDANCE WITH FOP BE SIGN ARE BASED ON IHE LAIEST EDITION OF THE NA- DIPECTLY ABOVE A BOTTOM CMOPG SPLICE. UNLESS NOTED OTHERWISE. CURRENT IPI SPACING Ai NO ERECTION P'JSLICATIONS, IIONAL DESIGN STANDARDS PUBLISHED Of THE NATIONAL 71 V-2000 APPROVAL NUMBERS: UBC 2342, FMA TCS 2014. SBCC 11) ALL COMPRESSION CRD ASSUMED TO Of COITINUDUSLn5i 1nIS Of 51GH CONFORMS TO LUPPENT TPI DESIGN SPECIFICA- F(REST PRODUCTS ASSOC IATIOU 7251. BOCA FILE e6-12b BRACED of EITMER 3/B" MIN.) PLYWOOD SHEATHING. 1/2' TIONS FOP METAL PLATE CONNECTED WITH TRUSSES AND it NNIS DESIGN IS BASFO O1 Ct.AAf COICC TOR PLATES ONLY SI 111.5 IRll55 HAS S1IN GTS.OIED F(A INE LOADING SHOWN 941"AOPfMAL.L OR SPACING MEMBERS SPACED AT /6' P C. DIAL IIY 504K)AWIS FOR TRUSSES, II Ci"t Eton PLATES SIZES APE BASED dl AFIAL FORCES ONLY. OI THIS ORA WIND. INS IMLAIION AND USE SHALL CONFORM IMA.), UNLESS NOTED OTHERWISE. Ib) ID MENDEA OF THE TRUSS MAY BE CUT OR 140DIF IED IN ANY WAY, 41 CONNECTOR PLATE SIZES APE CALLED OUT WIDTH (ACROSS SLOTS) WITH THIS DESION 12) ® INDICATES BEARING LOCATION 17) SPECIAL HANDLING CAPE SHOULD BE TAKEN DLAINB IN AND BY LENGTH (ALONG SLOTS) AND THE ORIENTATION OF THE 9) THIS DESIGN IS APPLICABLE TO SHORTER SPAN TRUSSES OF ERECTION OF TRUSSES SEE MIB-91 FOR RECOMMENDATIONS C CTION OF THE PLATE LENGTH, IDENTICALLIG AND CONFIGURAIION, �\ BUILDING TYPE' ENCLOSED RESIDENTIAL -REPETITIVE 14E AND LORDING SNOT USED 8'Y FABRICATOR LLQ CODE: STANDARD BUILDING CODE (SBCCI J9q 1) -REPETITIVE MEMBER STRESSES LIN USED. WIND SPEED: 110 NPH -ADDITIONAL PLATING FOR HANDLING TRUSSES IS RESPONSIBILITY OF FABRICATOR. -THIS TRUSS 1S DESIGNED ONLY FOR THE LOADS SHOWN. PROVISION FOR THE MEAN ROOF HEIGHT: 13 FT. PPEVENTIOtJ OF PONDING MUST BE MADE AND IS NOT THE RESPONSIBILITY TRUSS LOCATION: (Se) area OF THE TRUSS FABRICATOR OR CLARY. UPLIFT CONNECTION REQUIRED: /On* AT EACH SUPPORT LOCATION, -ANTICIPATED HORIZONTAL 14OVE14EHT UtIDER TOTAL LOAD - .198' NET WIND PRESSURES BASED ON DEAD LOAD SHOWN BELOW. SEE NOTES 10 AND i1 ABOVE FOR CHORD BRACING RF_OUIREMENTS. 3-5-11 3-4-0 4-0-11 RUN 4-3-8 3-5-11 3-9-3 3-4-0 4-4-3 4-7-3 RUN 1-5-14 1-5-14 74 PLF Max Height 7-10-3 12 Q6 2631 247# 2841 a 5 b> 3W4 `r�j^d 268077,\ 311# 257, 302# 12 a \ 276/ . a �\ \ \ 2650 1481 M 6*g 3 ` o M \ 4s 92, 107# 1220 130# 971 620 31I i NV\ 'oV 404 e � 1872/ 1431# (3.5)74% (il 9x9 \ Lilo 13.51411 3x4 5x8 3x8 3x4 NV 3x5 1; 9x11 a 3 12 v 20 PLF 3-5-12 4-3-8 5-2-6 5-6-0 6-8-0 6-4-8 3-1-12 #2 #2 02 02 #2 02 1-4-0 2x4 2x4 2x4 2x4 2x4 2x4 1_4_0 Forces(L-R) 34-8-0 TOP BOT WEBS WEBS -5205 4779 -277 106 -5205 2904 2275 -611 -2815 2236 -750 857 -1934 1656 800 -2142 -1730 1382 -804 -1468 549 602 -1630 -595 159 -1256 -438 664 444 No trusses: i Maximum deflection occurred at bottom joint 03. Maximum Live Load Deflection of .293" (5/15), Index-.279, (L/1291) Maximum Total Load Deflection of .46' (7/15), Index-.292, (L/822) Q REV 3-25-93 CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 34'8" HV-13 T-10 ALPINE ENGINEERED PRODUCTS Inc V.�000 2-0-0 LL TC 30 2X4 #2 N SP ENG. FOR: TRUE TRUSS INC - 1801 S. GSW PKWY. BC LUMBER PROJECT: CENTEX 3702 A & C DATE: 27 Jen 1993 GRAND PRAIRIE, Tx 75051 7.0 OL TC 7 2X6 M1 D5 SP / LAYOUT 10: �FI 1214) 660-3940 PLATE AREAL INC. FOR S TL LL BC 0 WEBS 676 OL BC 10 2X4 #3 SP ADDRESS: - MEMBER TRUSS PLATE INSTITUTE 33.33 SCALE. NOTAL 47 EXCEPT AS MAY BE NOTED. _ _. _. _ _ _ _ 1/B I? LU48ER SMALL BE OF THE SPECIFIED NINH WJM GRADES. 5) C(MNECIOR PLATES SHALL BE INSTALLED SUMNETRICALLt ON f0) ALL TENSION CHORD MEMBERS ASSUMED TO BE CONTPAx1VSLN 13) - INDICATES LATERAL BRACIIAG MEMBER (1X4 MIN.) SPECIES. At0 19%MAXIWJM MOISTURE CONTENT, OR SUCH THAT THE JOINT. BRACED of EITHER 3/8" MIN) PLVW000 SHEATHING. 1/2' 14) INSTALLATION AND EAECTIOI OF THE TRUSS, PERMANENT. AND IS OF HIGHER ALLOWABLE STRESS'VALUES. ALL VALUES USED 6! IOP CHORD SPLICES ARE NOT PECG4MENDED TO OCCUR IM I NI 00 Y WALL DP BRACING MEMBERS SPACED 10' O.C. (MAX), TEMPGRAPI BRACING SMUJLO BE DONE IN ACCGPOANLF MIT. FOR DESIGN ARE BASED ON THE LATEST EDITION O T.E NA- DIRECTL-N ABOVE A BOTTOM CHORD SPLICE. UNLESS NOTED OTHERWISE. CURRENT TPI BRACING MND ERECTION PUBLICATIONS. TION AL DESIGN STANDARDS PUBLISHED BV THE NATIONAL 71 V-2000 APPROVAL NUMBERS: UBC 2342, FMA TCB 2014. SBCC 11) ALL COMPRESSION CHORD MEMBERS ASSUMED TO BE CONTINUDU$Y15) THIS DESIGN CONFORMS 70 CURRENT TPI DESIGN SPECIFICA- FOREST PRODUCTS ASSOCIATION. 7251, BOCA FILE 86-125 BRACED BY EITHER 3/e" MIN.) PLYWOOD SHEATHING. 1/2' TIONS FOR METAL PLATE CONNECTED WOOD TRUSSES AND 2) THIS DESIGN IS BASED ON CLARY CONNECTOR RATES ONLY. B) THIS TRUSS HAS BEEN DESIGNED FOR THE LOADING SHOWN IMIN.) DRYWALL OR BRACING MEMBERS SPACED AT 16" O.C. GUALIT+STANDARDS FGR TRUSSES. CO NINE CNECTOR PLATES SIZES ARE BASED O4 AXIAL FORCES OL'V. ON THIS DRAWING. INSTALLATION AND USE SHALL CO6OW4 (MAX). ULESS NOTED OTHERWISE. 16) NO MEI4BER OF THE TRUSS MAY BE CUT OR MODIFIED IN ANI MAN. 41 CONNECTOR PLATE SIZES ARE CALLED OUT WIDTH (ACROSS SLOTS) WITH THIS DESIGN. 12) ® INDICATES BEARING LOCATION. 17) SPECIAL HRIDLING CARE SHOULD BE TAKEN DURING SHIPPING MND D/LEIGTM IAL pNG SLOTS) AND THE ORIENTATION OF THE 9) THIS DESIGN( IS APPLICABLE TO SHOP TEP SPAN TRUSSES OF EPEC7IO/OF TRUSSES SEE MIB-91 FOR RECOMMENDATIONS SIZEC G C t C G' -C011FIGURATION AND LOADING SPECIFIED BY FABRICATOR BUILDING TYPE: ENCLOSED RESIDENTIAL -REPETITIVE MEMBER STRESSES NOT USED. STANDARD BUILDING CODE (SBCCI 1991) -ADDITIOtIAL PLATING FOR HANDL RIG (PUSSES I5 RESPO11SISILIT'/ OF FABRICATOR. CODE: -THIS TRUSS Is DESIGNED ONLY FOR INE LOADS SHONfl. PRDVISION FOR THE WIND SSTAN. 110 MPH PREVENTION OF PONDING MUST BE MADE AND IS 1101 THE PESPOHSIBILIIV MEAN ROOF HEIGHT: 13 FT. OF THE TRUSS FABRICATOR OR CLARY. TRUSS LOC/TION: (Se) area -ANTICIPATED HORIZONTAL MOVEN&IT LAIOER TOTAL LOAD - .192' UPLIFT CONNECTION REQUIRED: �&7* AT EACH SUPPORT LOCATION. NET WIND PRESSURES BASED ON DEAD LOAD SHOWN BELOW. SFE NOTES 10 AND 11 ABOVE FOR CHORD BRACING REQUIREMENTS. RUN 4-3-8 4-2-8 4-6-0 5-4-0 5-4-0 5-4-6 5-7-6 1-5-14 62 12 #2 02 #2 74 PLF Max Height 6-10-3 12 Q 6 364/ 395/ 396# a + M 322# 390# F 3x4 12 6 p 304/ 203# y.A6 3,96 148# C`1 Al \ 1270 194# 1840 105# 310 i / 400 17549 IN 0 14400 (3.5169% Ni[ 9x9 3x8 3x5 - (3.5141% axe f y 301 0 3 3x5 12 20 PLF 3-1-12 4-3-8 8-8-9 10-a-o 7-10-4 02D8 02 12 i2 1-4-0 2x4 2x4 2x4 2x4 34-8-0 Forces(L-R) TOP BOT MESS -5244 4815 -305 -5244 2717 2493 -2252 1957 -868 -2015 992 643 -1519 -471 81 -t698 -632 525 363 593 -2212 NG trusses: 1 Maximum deflection occurred at bottom joint I2. Maximum Live Load Deflection of .279" (4/16), Index-.266, (L/1356) Maximum Total Load Deflection of .437" (7/16), Index-.277, (L/866) LIQ REV 3-25-73 0i/31) /azf � CLARY DIVISION PLATE TYPE: D.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 34'8" HV-11 -11 ALPINE ENGINEERED PRODUCTS IncV_2000 2-0-0 LL TC 30 2X4 #2 D8 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 OL TC 7 2X6 #1 DS SP F� (214) 660-3940 _1LA'TE AREA: . INC. FOP STC LL 8C 0 WEBS LAYOUT I0: 592 DL SC 10 2X4 03 SP ADDRESS: - MEMBER TRUSS PLATE INSTITUTE 33.33 SCALE: TOTAL. 47 EXCEPT AS MAY DE NOTED 1/8 I 0){0 1! LL04CP SMALL BE OF THE SPECIFIED MINIMUM GRADES. 5) CONNECTOR PLATES SHALL BE INSTALLED SnIETRICALLV O4 10) ALL TENSION CHORD MEMBERS ASSUMED TO BE CONTINUOUSLY 131 0- INDICATES LATERAL BPACIIG MEMBER (1X4 MIN.) SPECIES, AND 191 1NAXIWUM MOISTURE CONTENT. OR SUCH THAT THE JOINT SPACED By EITHER 3/9" (MIN) PYM000 SHEATHING, //2- 14! INSTALLATIGH AND ERECTION GF THE TRUSS. PEPtWJENT, AND IS CF EH HIGHER ALLOWABLE STRESS VALUES, ALL VALUES USED BN TOP CHORD SPLICES ARE NOT RECOW4DED TO OCCUR THIN) DR'/MALL OR BRACING MEMBERS SPACED 10' Rc.. (MAX). TEMPOHAPNN '4 BRACS SHOULD BE DOE IN ACCORDANCE WITH FOP DESIGN ARE BASED ON THE LATEST EDITION TF THE NA- OIIECTL'V ABOVE A BOTTOM CHORD SPLICE. Ut4LES9 NOTED OTHERWISE CURRENT TPI BRACING AND ERECTION PUBLICATIONS. TI HAL OE51GN STANDARDS PUBLISHED BY THE NATIONAL 7I V-2000 APPROVAL NUMBERS: UBC 2342. FHA TCB 2014. SBCC t1) ALL COMPRESSION CHORD MEMBERS ASSUMED TO BE CONTINUOUSL'Y15) THIS DESIGN CONFORMS TO CURRENT TPI DESIGN SPECIFICA- FORE5T PRODUCTS ASSOCIATION. 7251. BDCA FILE 86-t25 SPACED BY EITHER 3/6' (MIN.) PLYWOOD SHEATHING. 1/2' TIC44S FW METAL PATE CONNECTED WOOD TRUSSES AID 21 THIS DESIGN IS BASED ON CLARY CONNECTOR PATES ONLY. BI THIS TRUSS HAS BEEN DESIC4ED FW THE LOADING SHOWN (MIND OR'IMALL OR BRACING MEMBERS SPACED AT 16' o— QUALITY STANDARDS FGR TRUSSES. 3) CONMECTOP PATES SIZES ARE BASED 014 AXIAL FORCES ONLY. ON THIS DRAWING. !INSTALLATION AND USE SHALL CONFORM (MAX), UNLESS NOTED OTHERWISE. 16) IO MEMBER OF THE TRUSS MAY 4E CUT OR 14WIFIEU IN ANN/MAY. 4) CONNECTO+FLA TE SIZES ARE CALLED OUT WIDTH (ACROSS SLOTS) WITH THIS DESIGN 12) ® INDICATES SEAPIHO LOCATION. 17) SPECIAL HANDLING CAFE SHOULD BE TAKEN DURING SHIPPING AN 81 LENGTH IALO4G SLOTS) AND THE ORIENTATION OF THE 9) THIS DESIGN IS APPLICABLE TO SHORTER SPAN TRUSSES OF ERECTIC44 OF TRUSSES. SEE HIS-9t FOP RECOMENDATIONS. C J CION Of THE PLATE LENGCALLOADDIG AND CONFIGURATION. -COIF IGl1RATI0N A1ND LOADIIIG SPECIFIED BY FABRICATOR -PEPET I TIVE MEMBER STRESSES NOT USED, BUILDING TYPE: ENCLOSED RESIDENTIAL -AODIT1Or4AL PLATING FOR HAIXXIIIG 1RU55ES IS RESPOUSIBILITY OF FABRICATOR. CODE: STANDARD BUILDING CODE (SBCCI 1991) -THIS TRUSS IS DESIGNED OULY FOR 114E LOADS SHOWN. PROVISION FDR THE WIND SPEED: 110 MPH PREVEI4TION OF PONDING MUST BE 14ADE AI40 IS NOT THE PESPO14SIBILIIY MEAN ROOF HEIGHT: 13 FT. OF THE TRUSS FABFIICA70P OR CLAP(. TRUSS LOCATION: (Se) area -ANTICIPATED HORIZONTAL MOVEMEUT UNDER TOTAL LOAD - .25' UPLIFT CONNECTION REOUIRED: O *AT EACH SUPPORT LOCATION. NET WIND PRESSURES BASED ON DEAD LOAD SHOWN BELOW. SEE NOTES 10 AND 11 ABOVE FOR CHORD BRACING REQUIREMENTS. 3-2-8 RUN 4-3-8 3-6-0 4-10-1 4-11-13 4-10-1 4-4-8 4-7-e 4 PLF 1-5-f4 02 02 02 02 02 02 02 7 Max Height 5-10-3 12 Q 6 3090 3640 364/ 341/ 1 L L 4 248/ 12 x 3x4 X5- y 3221 6 D �TN � 267E 1600 m x 6�6 v 1481 N c N / a t070 It51 sat 981 1370 861 400 ,// �i/ _ 16020 mI Ivi0 16020 (3.5163 v 9x123x4 5x6 3x4 3x4 13x7 13.5146X 31112 d 3 12 20 PLF 4-3-8 6-8-8 4-10-1 4-11-13 4-10-1 9-0-0 02 02 02 02 r2 1-4-0 2x4 2x4 2x4 2x4 2x4 34-8-0 Forces(L-R) TOP BOT 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: 1 Maximum deflection occurred at bottom )pint M4. Maximum Live Load Deflection of .389" (6/16), Index-.337, (L/1069) Maximum Total Load Deflection of ,61" (10/16), Index-.352, (L/682) Ah REV .3-25-93 01PL) &L` h F� CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 34'8" HV-9 T-12 ALPINE ENGINEERED PRODUCTS Inc V2000 2-0-0 LL TC30 2X4 #2 DS SP ENG. FOR: TRUE TRUSS INC - 1801 S. GSW PKWY. BC LUMBER PROJECT: CENTEX 3702 A S C DATE: 27 Jan 1993 GRAND PRAIRIE. TX 75051 7'0 OL TC 7 2X6 #1 Ds SP LAYOUT IO: t214) 660-3940 PLAT8 ARS INC. FOR STI. LL BC 0 WEBS 1tFL/5 658 OL BC 10 2X4 R3 SP ADDRESS:MEMBER TRUSS PLATE INSTITUTE 33.33 F: TOTAL 47 EXCEPT AS MAY BE NOTED 1/8 '�}tl I! LUMBE14 SHALL BE OF THE SPECIFIED MINIMPJM GRACES. 51 CONECTOR PLATES SHALL BE INIE STALLED S'VMTRICALLY ON 10) ALL TFUSION CHORD MEMBERS ASSUMED TO BE COIITINNKLSx4 L'V 131 / INDICATES LATERAL BRACING MEMBER 11MIH.) SPECIES. AND 19f MAXIMUM MOISTURE CONTEIII. OP SIKH THAT THE JOINT BRACED By EITHER 3/8' (MIN) PLVWOOO SHEATH1113. 1/2' 14) INSTALLAT I OI AIA EPECTICU OF THE TRUSS, PERMANENT. ANO IS OF HIGHER ALLOWABLE STRESS''VALUES. ALL +ALOES USED BI !GP CHORD SPLICES ARE NOT RECOMMENDED TO OCCUR (MINI) DRYWALL OR BRACING MEMBERS SPACED 10' O.N:. (MAX). TEMPCRAP'V BRACIfM SHOULD BE DOE IN ACCORDANCE MIT. FOR DESIGN APE BASED OI THE LATEST EDITION OF THE NIA- DIRECTLY ABOVE A BOTTOM CNDRr,SPLICE. UNLESS NOTED OTHERWISE. CURRENT TPI BRACING AND ERECTION Pl1BLICATIGIK. TIONAL DESIGN 5T AILARDS PUBLISHED B/ THE NATIONAL 71 V-2000 APPROVAL NNMBERS: VBC 2342. F.A TC8 2014. SBCC 11) ALL COMPRESSION CHORD MEMBERS ASSUMED TO BE CGITIHUDUSL+151 THIS CESIGH CONFORMS TO CURRENT TPI DESIGN SPECIFICA- FOREST PRODUCTS ASSOCIATION. 7251, BOCA FILE 66-125 BRACED BY EITHER 3/B" )MIN.) PLYWOOD SHEATHING. 1/2' TIO1S FGR METAL PLATE CONNECTED WOOD TId SSES AIL 21 THIS DESIGN 15 BASED 014 CLARE Cd1ECTOP PLATES GIILY. 81 THIS TRUSS HAS BEEN DESIGNED FOR THE LOADDIS SHOWN 14114.1 DR'VNALL OR SPAG NIG MEMBERS SPACED AT 16' O.C. GUAL111 STAIAIARD5 FGR TRUSSES. 31 C(N ECTGA PLATES SIZE5 APE BASED 014 AXIAL FORCES ONLf. 011 THIS DRAWING. IIISIALLATIGII AND USE SHALL CONFORM l'A 9). UNL 55 IIOTEO OTHERWISE. 161 1lo MEMBER OF THEN40 TiYJ55 MAI BE CUT CR 14MIFIED 111 ANO MAO. 4! CONOECI CR PLATE SIZES ARE CALLED OUT WIDTH IAC SS SLOTS) WITH THIS CESIGN 12) ® IILICATES BEARING LOCATION. 17) SPECIAL HANLLICARE SHOULD BE TAKEN DURING SMIPPI143 WNO 81 LENGTH (ALONG SLOTS) AND THE ORIENTATION OF THE 91 THIS DESIGN IS APPLICABLE TO SHORTER SPAN TRUSSES OF ERECTION OF TRUSSES SEE HIB-91 FOP PECOM4EIIOATIONS 117FRITIOU OF THE PLATE LE14GIM, T NG AVID CONFIGURATION. -CONFIGURATION AND LOADING SPECIFIED BV FABRICATOR -REPET I TIYE MEMBER STFIE55ES 140T USED. A BUILDING TYPE: ENCLOSED RESIDENTIAL -ADDITIONAL PLATING FOR HANDLING TRUSSES IS RESPONSIBILITY OF FABRICATOR. CODE: STANDARD BUILDING CODE (SBCCI 1990 -THIS TRUSS 15 DESIGNED GNLY FOR THE LOADS SHOWN. PROVISION FOR THE WIND SPEED: 110 MPH PREVENTION OF PONDING MUST BE MADE AND IS 140T THE RESPONSIBILITY MEAN ROOF HEIGHT: 13 FT. OF THE TRUSS FABRICATOR OR CLARY. TRUSS LOCATION: (Se) area -ANTICIPATED HORIZONTAL MOVEMENT UIIDER TOTAL LOAD - .279' UPLIFT CONNECTION REQUIRED: qgo#--AT EACH SUPPORT LOCATION. NET WIND PRESSURES BASED ON DEAD LOAD SHOWN BELOW, SFE NOTES 10 AND 11 ABOVE FOR CHORD BRACING REQUIREMENTS. 3-4-6 RUN 4-3-8 4-8-8 4-7-2 4-8-14 4-8-14 4-7-2 3-7-8 74 PLF 1-5-14 #2 02 02 02 02 Max Height 4-10-3 12 Q 6 344► 3450 3510 3450 295# 1 4 i 4 12 248# 6 D ,15 3x4 z 3x4 Ss 322# A �I N + 123* 2+3 148# F 9+6 41 870 93# 93# 95/ 93# 1149 66* 0 N m 40/ 16029 to tvTo * 13.5163 N t 9x12 3x4 5x6 3x7 1 16020 3x4 3xB 3x4 13.5146X 302 a 3 12 20 PLF 4-3-8 4-8-8 4-7-2 4-8-14 4-8-14 4-7-2 7-0-0 #2Ds #2 02 02 02 02 1-4-0 2x4 2x4 2x4 2x4 2x4 2x4 34-8-0 Forces(L-R) TOP BOT WEBS WEBS -5923 5439 1321 1246 -3451 5297 -2276 243 -3832 3086 631 -273 -4007 3831 937 -4007 3577 -475 -3578 2585 2t7 -2692 2825 -352 -3160 533 -663 No trusses: 1 Maximum deflection occurred at bottom joint 04. Maximum Live Load Deflection of .456' (7/16), Index-.395, (L/912) Maximum Total Load Deflection of .715' (11/16), Index-.413, (L/582) RECOMMENDED CAMBER: .39' - -- ---- --------=- - --- Rt d 3-25-93 W is �9z F R Nt l CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 34'8* HV-7 T-13 ALPINE ENGINEERED PRODUCTS Inc V 2000 2-0-0 LL TC 30 2X4 #2 DS SP ENG. FOR: TRUE TRUSS INC - tool S. GSW PKWY. BC LUMBER PROJECT: CENTEX 3702 A 6 C DATE: 27 Jan 1993 I�F�� GRAND PRAIRIE. TX 75051 _ 7'0 OL TC 7 2X6 #1 Os SP LAYOUT ID: (214) 660-3940 PLATS AREA: - INC. FOR STE LL BC 0 WEBS 698 OL BC 10 2X4 03 SP ADDRESS: ----- MEMBER TRUSS PLATE INSTITUTE 33.33 TOTAL 47 SCALE: EXCEPT AS MAY BE NOTED _ _ _. __ ...1/8 1) LUMBER SHALL BE OF THE SPECIFIED MINIMUM GRADES. 51 COINECTOR PLATES SHALL BE 111STALLEU SNM4ETRICALLY ON 10) ALL TENSION CHORD MEMBERS ASSUMED TO BE COITINUOUSLI 131 � INDICATES LATERAL BRACING MEMBER 11A4 MIN.) SPECIES, AND 191 MAXIMUM MOISTURE CONTENT, OR S'JCH THAT THE .JOINT BRACED BY EITHER 3/0' IM1141 PLYWOOD SHEATHING, 1/2' 141 INSTALLATION AND ERECTION OF THE TRUSS, PERMANENT, AIG IS GF HIGHER ALLOWABLE STRESS VALUES. ALL VALUES USED bi TCP Cs1CPO SPLICES APE HDI PEC01n4ENDED TO GCCUR (MIN) DRYWALL OR BRACING MEMBERS SPACED 10' O.C. (MAXI. IEMPCPARI BRACINS SHOULD BE DONE IN ACCGPDAHCE WITH Fop DESIGII ARE BASED ON THE LATEST EDITION OF THE I)A- DIRECTLY ABOVE A BOTTGM CHOP,SPLICE. UNLESS NOTED OTHERWISE. CURRENT TPI BRACING AID ERECTION PUBLICATIONS. 1 1ONAL CESIGN STANDARDS PUBLISHED 81 THE NATIONAL 71 V-2000 APPROVAL NUMBERS: UBC 2342. FHA TCB 2014. SBCC 11) ALL COMPRESSION CHORD MEMBERS ASSUMED TO BE CONTINUOUSLn5) THIS DESIGN CONFORMS TG CURRENT TPI DESIGN SPECIFICA- FOREST PRODUCTS ASSOCIATION. 7251. BOCA FILE BE-125 BRACED B'N EITHER 3/9" IMIH.) PLVWDCO SHEATHING. 1/2' TIONS FGR METAL PLATE CO NECTEO MOGO TRUSSES AND 2) THIS DESIGN IS BASED OI CLAR7 CONNECTOR PLATES ONLY. BI THIS TRUSS HAS BEEN DESIGNED FOR THE LOADING SHOWN 14111.1 DRYWALL UR BRACING MEMBERS SPACED AT 16' O.C. OUALITV STANDARDS FOR TRUSSES. 3) NH COECTCA PLATES SIZES ARE O E BASED 01 AXIAL FORCES Lf. O1 THIS DPAWIIGNL . INSTALLATION AND USE SHALL CONFORM (MAX), UNLESS NOTED OTHERWISE, 161 110 MEMBER OF THE TRUSS MAN BE CUT GR 14MIFIEU IN ANN WAN. A, CONNECTOR PLATE SIZES ARE CALLED OUT WIDTH (ACROSS SLOTS) WITH THIS DESIGN 121 ® INDICATES SEAR1fO LOCATION. 171 SPECIAL HANDLING CARE SHOULD BE TAKEN OLIRIPG SHIPPING AND By LENGTHIAL ONIG SLOTS? AD 1HE OPIENTATION OF THE 9) THIS DESIGN IS APPLICABLE TO SNORTER SPAN TRUSSES OF ERECTION OF TRUSSES SEE MI5-9t FOR RECOMMENDATIONS 512EC OUT CMTH. MENrICAL LOADING AND COIJEIGURATIVII -CUIFIGURATION A110 LOADING SPECIFIED Bf FABRICATOR 14Ej] ER BUILDING TYPE: EncLosed Residential -REPETITIVE PLATIN STRESSES HOT USED. -ADDITIONAL PLATING FOR HAFIDLIHG TRUSSES IS RESPOf15IB[LI T'/ OF FABRICATOR. CODE: Standard Building Code (SBCCI 1991) -ANTICIPATED HORIZONTAL MOVEMENT UNDER TOTAL LOAD - .133' HIND SPEED: 110 mph MEAN ROOF HEIGHT: 131 TRUSS LOCATION: (Se) area UPLIFT CONNECTION REQUIRED: q/4 # AT EACH SUPPORT, NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW SEE NOTES 10 AND 11 ABOVE FOR BRACING REQUIREMENTS. 2-8-6 129.5 PLF RUN 4-3-8 6-9-4 6-11-0 6-11-0 7-0-12 74 1-5-14 #2 a2 2x4 2x4 A-0 Max Height 3-10-3 920 6311 8060 096/ 686/ 438# l i 1 1 12 6 F712481 1 4x1 7x5 1x4 6x8 1480 M _11_111b� m1 ZIA F2- Fa 1 670 4420 2401 242# 2401 list 1 0 0 1 i 1v o 40# 20350 P'l 12x6 4x4 6x7 ..y. 26880 1x0 13 5140 f 8x7 4' 12 0 X. 13.5130% 3x3 12 (� 2-8-8 20 35 PLF 4-3-8 6-9-4 6-11-0 6-11-0 7-0-12 A-0 1-4-0 34-8-0 2960 Forcas(L-P) TOP BOT KESS WEBS -11180 10307 2567 7011 -7568 9999 -3380 -2718 -9950 6858 1687 -9916 9957 3292 -9916 6630 -672 -6631 0 -46 -897 3401 -2040 No trusses: 1 Truss designed to support 5-0-0 jack system with Outrigger Maximum deflection occurred at bottom joint N4. FASTEN TOGETHER WITH: 2 Members Required Maximum Live Load Deflection of .467' (7/16), Index-,404, (L/891) TOP 10d NAILS 12'0.C. Maximum Total Load Deflection of .732' (12/16), Index-.422, (L/568) BOT 10d NAILS 12'O,C. — RECOMMENDED CAMBER: .4' p WEB 10d NAILS 12'D.C. 7EJ 3-ZS /3 f1/ D FASTEN AT OR NEAR ALL PANEL POINTS. (n� DO,NOT NAIL OR BOLT THROUGH TRUSS PLATES. CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 34'8' HV-5 T-14 ►1f . ALPINE ENGINEERED PRODUCTS Int V�000 2-0-0 LL TC 30 2X6 01 Os SP ENG. FOR: TRUE TRUSS INC - 1'tf(�JJ{J 1801 S. GSW PKWY. SC LUMBER PROJECT: CENTEX 3702 A & C DATE: 27 Jan 1993 /'F GRAND PRAIRIE. TX 75051 7,0 DL TC 7 2X6 #1 DS SP LAYOUT IOc6: (214) 660-3940 PLAN_AA9AAt THC. FOA ATL LL BC 0 WEBS _ 814 33.33 OL BC 10 2X4 03 SP ADDRESS: SCALE SME MBER TRUSS PLATE INSTITUTE TOTAL 41 ExcFP1 AS MAY BF NOTED 1/8 i 1! LUIBEA SHALL BE OF IME SPECIFIED M1141W.14 rPADES. 51 CONNECTOR PLATES SHALL BE In STALLED SOMIETRICALLY ON 10) ALL 7EII51014 CHORD MEMBERS ASSUMED TO BE COIIT1H0005L1 131 0� 111DICATES LATERAL BRACING MEMBER (1X4 MLI.! SPECIES. A14D 197 MA1'iRU1 MOISTURE CONTENT, OR SUCH THAI THE JOINT. BRACED BY EITHER 3/8" (MITI) PLYWOOD SHEAIHIID. 1/2' 14) 111STALLATICII AND EREC71011 OF THE TRUSS. PERMANENT. MU 1S OF HIGHER ALLOWABLE STRESS VALUES. ALL VALUES USED BI TGP CHLAO SPLICES APE NOT PECOMIEN4OE0 TO OCCUR (MSIR DRYWALL OR BRACING MEMBERS SPACED 10' o.c. IMAX]. TEMPGAARY BRACING SHbJLD BE OOIE IH ACCC1CANCE WITH FOR DESIGN ARE BASED 014 THE LATEST EDITION OF THE HA- DIRECTLY ABOVE A BOTTOM CHDPO SPLICE. UNLESS NOTED OTHERWISE. CURRENT TPI BRAC114G MO ERECTIG4 PUBLICATIONS. 71Or DESI G4 STANDARDS P'JBLISHEO B1 THE KATIDUAL 7) V-2000 APPROVAL IAIMBERS: UBC 2342. FnA TCB 20fA. SBCC 11) ALL COMPRESS ION CHORD MEMBERS ASSUMED TO BE CGITLNOUSLYIN THIS DESIGN COtJFDRMS TO CURRENT TRY OESIG4 SPECIFICA- iOREST PRODUCTS ASSOCIAT1011. 7251. SOCA FILE 86-125 BRACED BY EILEP 3/9' (MIN.) PLYWOOD SHEATHING. 1/2' IIONS FOR METAL PLATE CGYECTEO WOOD TRUSSES MAD 21 THIS OESII IS BASED ON CLARY CON ECTOR PLATES DI4Y. B! THIS TWJSS HAS BEEN DESIGNED FOR THE LOADING SHOWN (MIN.) DRYWALL OR BRACIIIG MEMBERS SPACED AT 16' -C. GUALITO STANDARDS FOR TRUSSES. 3) CONNECTOP PLATES SIZES APE BASED ON AXIAL FORCES OP&Y. ON THIS DRAWIIO. INSTALLATION AID USE SHALL CCNFORM (MAXI. UNLESS NOTED OTHERWISE. 16) 1O MEMBER OF THE TRUSS MAO BE CUT OR MODIFIED IN ANY MAV. 4) CON ECTOR PLATE SIZES ARE CALLED OUT WIDTH (ACROSS SLOTS) WITH THIS DESIGN 12) ® INDICATES BEAPIIO LOCATION. 17) SPECIAL HANDLING CARE SHOULD BE TAKEN DUNINO SHIPPING MI BY LENOTn IALGIG SLOTS] AID THE DRIENTATIC14 OF THE 9) THIS DESIGN IS APPLICABLE TO SHORTER SPAN TPtSSES OF EFECTIGI OF TRUSSES. SEE nIB-91 FOR PECOMMENOATIGIS SIZE CALL DUI IS THE DIRECTION Of THE PLATE LENGTH- IDENTICAL LOADING AND CONFIGURATION- -CONFIGLIRATtON MID LOADING SPECIFIED Be FABRICATOR BUILDING TYPE: Enclosed Residential -REPETITIVE 14EMBER STRESSES HOT LJSEO. -ADCODE: Standard Building Code (SBCCI 1991) -THISTAL TRUSS ISADESIGNED ONLY FOP THEFOR HAtIDLINGSSES LOADSSSHOWN. P14OVISIO14 FOPTHEATOR WIND SPEED: 110 ffph PREVENTION OF PONOING MUST BE I4AOE A14D IS NOT THE RESPONSIBILITY MEAN ROOF HEIGHT: 131 OF THE TRUSS FABRICATOR OR CLARY. TRUSS LOCATION: (Se) area UPLIFT CONNECTION REQUIRED: ??Z- 0 AT EACH SUPPORT. NET HIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW SEE NOTES 10 AND 11 ABOVE FOR BRACING REQUIREMENTS. RUN 4-7-8 4-4-8 5-3-1 5-4-13 5-4-13 5-4-13 5-6-9 74 PLF 1-5-14 02 #2 02 Max Height 4-10-3 356# 394/ 4000 400/ 394# 194/ / \ \\ b 4 4 i i 12 6 r-11 +`�V' 3x4 N S7<Co LL1 3x5 axe 322# 213 160# m ; 1 0 06# 1410 107# 108# 1000 1070 53# v T f ;1I 1664# 1665# 3x413.5166% 3.5166 3x7 3x4 Sx6 3xB 3x5 M N 20 PLF 9-0-0 5-3-1 5-4-13 5-4-13 5-4-13 5-6-9 1-4-0 36-0-0 Forces IL-R) TOP BOT WEBS WEBS -3172 2836 -355 -1312 -2822 2523 307 2250 -3223 3222 920 -1613 -3341 2848 -493 -3341 1748 153 -2849 0 -401 -1749 640 -870 1433 No trusses: 1 Maximum deflection occurred at bottom joint 04. Maximum Live Load Deflection of .27' (4/16), Index-.225, (L/1600) Maximum Total Load Deflection of .423' (7/16). Index-.235, (L/1021) _ REV 3-25'93 011-1D hzF CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 36*0* MH-9 T-2 ALPINE ENGINEERED PRODUCTS Inc V 2000 2-0-0 LL TC 30 2X4 #2 OS SP ENG. FOR: TRUE TRUSS INC - 1001 S. GSW PKWY. SC PROJECT: CENTEX 3702 A 6 C DATE: 27 Jan 1993 GRAND PRAIRIE, TX 75051 7'0 OL TC 7 LUMBER 2X4 #2 N SP LAYOUT IO: � F -- 1214 _660-3940 LA A A: - _ INC.— FOI7T�T-L LL BC 0 WEBS _ _ 440 OL BC 10 2X4 #3 SP AGGRESS: SC AI E. MEMBER TRUSS PLAIE INSTITUTE 33.33 TUTAI 47 / [-.XCFVI AS MAY OF NOTED 1/8 11 COMBER SNAIL BE D THE SPECIFIED MUNI NUN GRADES, 51 COINIE CT ON PLATES SHALL BE INSTALLED SIMNEIRICALLI Ott TO) ALL TENSION CHORD MEMBERS ASSUMED ID BE CIAIIIIU(TJSLI 13) /' 111DICATES LAT EPAL BRRCIIq MEMBER (]A4 MITI,) SPECIES. AND 19x MAXIMUM MOISTURE COIIEIII, AO SUCH THAT ICE JCIUR BRACED BY EITHER 3/8" (All 111 PLYWOOD SHEA7HIIro, 1/2" 141 INSTALLATION AND ERE CTIC1 OF THE TRUSS, PEPMAIEIIT. uD IS O° nl GHEP ALLOMABLE SIPESS'/FLUES, ALL VALUES USED 6� 1OP CmOPO SPLICES ARE NOT PEC0M4ENOED TO OCCUR (Mtlq DRYWALL OR BN AC IID MEMBERS SPFCED f0' P.c. INA/1. TENPEIIT T BRACING G Alto BE DOE IN ACCORDANCE NlTn FOR DESIGN APE BASED ON THE Ll TEST EDITION OF TIC NA- DIRECTLY ABOVE A BOTTOM CHORD SPLICE. to 1N0TED OTHERWISE CtIRREIIi TPI SPACING AID EIEC7I ON PJBLICATIWNS. TIOUL DESIGN STAISOAPDS PUBLISnEO B+ THE NATIONAL 7j V-2000 APPROVAL NUMBERS: UBC 2342. FnA 7CB 201A. SBCC I1) ALL COMPRESSION CIIORO MEMBERS ASSUMED TO BE CWITINJWSLy5j THIS DES/GN1 CONFORMS TO CURRENT TP[ DESIGN SPECIFICA- FOREST PRODUCTS ASSGCIATIO11. 7251. BOCA FILE 86-125 SPACED BY EI TIER 3/8" IMIN.) PLYWOOD SHEATHING. 1/2' 11W15 FGR METAL PLATE COI4ECTED WOOD TRUSSES AND 2) 114 15()EST OI IS BASED 011 CLARY COWECTOR PLATES OILY. 01 THIS TRUSS HAS BEEN DESIGNED FCA TIE LOADING SHOWN IM 111.) DRYWALL OR IIRAC1116 MEMBERS SPACED AT 16' o.C. DUALITY ST AIDARDS FCA TRUSSES. 3) CO RIE OR PLATES SIZES APE BASED OI AXIAL FORCES OA.'N. ON THIS DRAWING. INSTALLAIIGTI AND USE SHALL CONFORM (MAXI. UNLESS NOTED OiHEPWl SE. 16) No MET4BEP OF 711E TRU55 MAY BE CUT OR MODIFIED HI u1N MAY. 4) COSEC TOR PLATE SIZES ARE CALLED O'JT WIDTH (ACROSS SLOTS) WITH TNIS DESIOI 12) ® INDICATES BEARING LOCATION. 771 SPECT AI NANOL IIro CARE SHOULD BE TANEH OXRIINO SHIPPING AMID BY LENGTn (ALO11G SL0T51 AND THE ORIENTATlpN OF THE 91 I"[S DESIGH IS APPLICABLE TO SHORTER SPAN TRUSSES OF ERECTION OF TRUSSES SEE NIB 91 FOR RECOMMENDATIONS C J C C C V -CONFIGURATION AND LOADING SPECIFIED BY FABRICATOR A BUILDING TYPE: Enclosed Residential -ADDITIONAL MEMBER STRESSES TION USED. -ADDITIONAL PLATING FOR HANDLING TRUSSES IS PESPDISIBILITY OF FABRICATOR. CODE: Standard Buitding Code (SBCC[ 1991) WIND SPEED: 110 mph MEAN ROOF HEIGHT: 131 TRUSS LOCATION: (Se) area UPLIFT CONNECTION REQUIRED: /325 0 AT EACH SUPPORT. NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW SEE NOTES 10 AND 11 ABOVE FOR BRACING REQUIREMENTS. 3-2-8 166.5 PLF RtRJ 3-9-8 5-7-14 5-9-10 5-9-10 5-9-10 5-11-6 74 1-5-14 62 02 2x4 2x4 A-0 Max Height 3-10-3 1290 719/ 954# 9660 9660 954# 4711 12 7� 2 BBII 6P, -7J�7 [�' { //�"''' 4x4 7x5 4x4 4X5 4x7 d f30A m +3 i 1 0 660 7131 259/ 2611 2611 258# 1271 m t � v I 3552# 3794E 3x4 fixe 3x8 6x7 4X7 . 13.5170% 13.5175 3X9 >< i N 20 45 PLF 7-0-0 5-7-14 5-9-10 5-9-10 5-9-10 5-11-6 #2 #2 02 #2 A-0 1-4-0 514# 36-0-0 Forces(L-P) TOP DOT WEBS WEBS -7508 8715 -265 -2940 -7764 6407 845 6701 -9201 9200 3191 -3669 -9977 8720 -1423 -9977 5430 906 -8721 0 -967 -5431 1460 -1725 3642 No trusses: i 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) TDP 10d NAILS 120.C. BOT 100 NAILS 12'D.C. WEB 10d NAILS 12.D.C. FASTEN AT OR NEAR ALL PANEL POINTS. mREV 3 25.930WD 40-7 DO NOT NAIL OR BOLT THROUGH TRUSS PLATES. CLARY DIYISION PLATE TYPE: O.C. SPACING LOADING IPSP) TC LUMBER TRUSS: —36'0� MH-7 T-1 ALPINE ENGINEERED PRODUCTS Inc V�2000 2-0-02X6 #1 D9 SP ENG. FOR: TRUE TRUSS INC - 1801 S. GSW PKWY. LL TC 30 SC LUMBER PROJECT: CENTEX 3702 A 6 C DATE: 27 Jan 1993 /I n GRAND PRAIRIE. Tx 75051 7.0 DL TC 7 2X4 #2 Ds SP JilFIV 670 fNt;. FDii STL. LL 8C 0 WEBS - LAYOUT IO: l (214) 660-3940 LA-TE—AREA: 33 OL BC 10 2X4 13 SP ADDRESS: MEMBER TRUSS PLATE INSTITUTE 33. TOTAL. 47 SCALE: EXCEPT AS MAY BE NOTED fib �