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Permit 1645 Linkside Dr N (vault folder) a _ + ADDRESS `7� , BUILDING PERMIT NUMBER d S� INSPECTIONS: FOOTING UNDER SLAB PLUMBING SLAB = IS— FRAMING ? r' COVER-UP r INSULATION 3 FINAL BUILDING CERTIFICATE OF OCCUPANCY ELECTRICAL PERMIT # 7 / INSPECTIONS ROUGH 2- FINAL MECHANICAL PERMIT # PLUMBING PERMIT NOTES: E CITY OF ATLANTIC BEACH j 800 SEMINOLE ROAD C ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 3� � INSPECTION EMAIL REQUEST: Building-dept&gab.us Application Number . . . 07-00000940 Date 6/29/07 Property Address . . . . . . 1645 N LINKSIDE CT Application type description MECHANICAL ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 ----------------------------------------------------------------- ----------- Application desc 1 CU 1 AHU ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ ERMAN, MARK OCEAN STATE HEAT & AIR, INC. 1476 ATLANTIC BLVD. ATLANTIC BEACH FL 32233 NEPTUNE BEACH FL 32266 (904) 249-8251 ---------------------------------------------------------------------------- Permit MECHANICAL PERMIT Additional desc . . Permit Fee . . . . 79 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 12/26/07 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 79 . 00 79 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 79 . 00 79 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. I 12.00 37.00 11,00 (12.6) 60.00' s89'26'00"w N lo O N (jl W ? O� 4f Of O V V V V V A/C PAL2X 3' X 3' L51 10.75 11'9 I 3706 O 2 CAR GAR.F.F.ELEV.=13.6 (11.6) 7.00 / n89'26'00" 10.36 c/e f N O � 4 W A o rn 4V78 .3 C5 o i N 1.00E N I (11,7) :-7-5, JE-A. ESMT. � o 26.21' s89'26'00"w �°r*. G� J c Q LINKSIDE �P� v0ic014wf Vts:zts hAX 9042498949 OCEAN-STATE-A/C i ATLANTIC-BEACH ®0011002 4 �z o3.. CITY OF ATL ANTIC BEACH �, • MECH<MCAL PERMIT APPLICATION Date: 9 Property Address: �.6- - Owner: Telephone#-..j Contractor:QCEnn 'Hm F IC Telephone,-'V: Contractor Address:� ( �•(' {I.r, In cepaidosmoo of parr mveo for doiu0 the wod:as de adbed m the above smemme,we bmaby ug=in perform said work is aesomeGA= ahh the enaobed plass sad m svhieh are n peel hereof ad in Shot mknm With tie Cav of Af4muc Beach mtbmam 4ud Mmiarda of %!9d pmaticy listed dwvim Type of Hem6 Fnei: 1f adw W===m b=g dtm4 od tms bZw_ or site,lisp the b aUding permit==bar 'Elearic y . D Gas: �' Nteuttal lCctscral•TAfzlicy • ❑ Oil MICHdNICA,L EQVDAUNT TO BE INSTALLED NAME OF WORK eat _Spact: Recessed o/Au Contirtioning _Roomeulral 13- Duct System: Material— TWalmess ❑ Commerdal Maximum capacity_ -cfm ❑ Reaiat ratim ❑ New Buudiuv ❑ Cooling Tow=Capacity qpm W/Fvis�B"'tom ❑ Fire Sxbters:Number ofBud& Q Elevator: mmli$ Esealaror Numbed �/�fp�ofE-aseiug Synm O Gasoline Pumps (Number`) 13 Taxtks (Number) (3 New Inatallaticm ❑ L?U Containers (Nv=bor) (No rjst=7eviouslyinstsiod) d Unfired Pressure Venal AF�msim or to Ex sting 3ystrm o Boi]ers . ❑ Gas Piping , .. . ._ _ _. _ _.._._.. ❑ Other—Specify LIST ALL 00v%m-m AIA CONDET10faK6,RMG:=&M0rj ZQ IpM=17&CdND'I 30RIS Number UeiaDcmrm Modd it M mutom er Tot's Agaw ELkTz4G-FITEi'IACZS,9011JM8,FZUIn ACZS&AW SaNDLLYt•9 APpmvin NumberUairs Descripdoa Model# hdeaa'SCeena BTLrs A gmq TANKS• Nominal Captacky TYPaIAUd Serial Approvf 80W &Dimeasials Coamined bLimuAayter No. ,gym, 300 Soasinobe,Rand• Artantic Buaeb, P7orids =33-5445 hF,nnr. mcd13r7-5800 - Fns: (904)247-5845• htt0://www.ei421anric-beaeh.1Lns �OII q. _ � ,��1,,, CITY Off' ATL ��TIC BEA-CH MCH -NIC- PERMIT APPLIC kTIJN Date: 6/9 Ile ,� I Property A (p ddress: 7� � --� 61 - / v ' Owner: —?/y]l at'b' Telephone#:. a" 7— 33 p Contractor: Q IQ L Telephone : (`IP— D .Contractor Ad{3ress: U77[ ! CU C, Fax F1 Ln coasideradon of permit given for doing the work as described in the above-m-rement.we berebv agree tG perform said work in accordance with the attached plans and specifications which are a pan hereof add in accordance with the City of Atlantic Beach ordinances and standards of eoodpractice:listed therein. Type of Heating Fuel: If other construction is being done on ti:is building �� or site,list the building permit number: 6d' Electric _ ❑ Gas: LP Neral _Central.Utility ❑ Oil ❑ Other-Specify AIJECRAI`4ICAL EQUIPMENT TO BE LNSTALLED NATURE OF WORK +�' eat _Space _Recessed Central _Floor �Resideal :Air Conditioning Room 14!�entral ❑ Duct Sysiem: Material Thickness ❑ Commercial Maximum capacity c1m ❑ Refrigeration ❑ New Building I CoolingTawer: Capaci a �m S/'L- QBufldinR ❑ Fire Sprinklers:Number of Heads - ❑ Elevator: llanlift Escalator (Number" D�Repiacvmeai afE.risdnz System ❑ Gasoline Pumps —P-Numberi ❑ Tanks (Number) ❑ New Innallation ❑ LPG Containers (Number) (No system pry riomly installed) ❑ Unfired Pressure Vessel ❑ En,ension or Add-on to Existing System ❑ Boilers ❑ Gas Piping - - -- - ther- peck-------- "-------— ❑ Other-Specify LIST ALL E Q U PTIVIENT AM CONDITIONING,R1 nUGli'RATION EQUIPfv 'i TT&CONDEN� Approving Number Units Desc/Zk- HEATJ]'4G tion Model 0 Nlanu �•Wm Ton's Agency f2-yo30A �� S _ -FURNACES,BOILERS,FME-PLACES&AIR HANDLE,RIS Approving Number Units Description Model m Manufacturer BTUs Agency _i� 3F TANKS' Nominal Capacity TypeLiquid Serial Approving FIoty lvlanv u,Dimensions Contained ivlanufacturer No. Aeenm, 800 Seminole Load • Atlantic Beach, Florida 32233-5445 Phone: (904)247-5800 • Fax: (904)247-5845 . http:!/www.ei.atiantic-beach.fI as 1 CITY OF �t'YaKtic �'�ck — �l rrf�,ec tM SUAVJOIZ ROAD ATLANTIC WN.nA MA 32233-SW 7ELJPNKM ON)M7LSW FAX ON 2473MS NOTICE TO: Nater Department FROM: Building Department DATE: _,q- 9 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 , cerelt, r� Building Department 1 i' z law Tattftratr of 'rruvanru Titg of AtIontir Ntac4 -- Nloriba Department of Nuilbing Inspection This Certificate issued pursuant to the requirements of Section 103.8 of the Southern Standard i s Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances regulating building construction or use. For the following. Use Classification k"-.'re Bldg. Permit No. Group w.zr+m(-, Type ConstructionFire Dis all u Atlan'txrAtlantic., bcac- 'i F i t ti;i ti$kX *':l� a r )(:t South Owner of Buildingt a`.. Address �r- f c<t ctr ku3 J (sem F�r 332 t1 I ..� k: Building Address 16 4 5 ; tLtSi� r ('t ;Locality At14ritic 'btEach, FL. 3"."3:3 By Building Official Date: POST IN A CONSPICUOUS PLACE { i i E �. F , Centex Homos NORTH FLORIDA DIVISION A subtldlary of Centex Corxction, Wed on the New York Stock Exchange April 27, 1995 Robert Kosoy City Engineer Atlantic Beach, Florida RE: CONFIRMATION OF INTENTION TO REPLACE BROKEN CURB AT SELVA LINKSIDE Dear Mr. Kosoy, In reference to our conversation this morning, I intend to replace all broken curb in the community per standards following our meeting tomarrow morning. It will take me approximately 1 to 2 weeks depending upon the scope. With regards to Lot 111, 1645 Linkside Court, could you please help me in seeing that the certificate of occupancy be issued immediately. T You, Chuck Welsh �� G ►� '(�{� 5�5� ppROVED 1AAY =x:1995 g CITY OF ATLANTIC BEACH U If laUC MAY 0 41995 6620 Southpoint Drive South • Suite 400 • Jacksonville, FL 322W"2448`5 "'g 7C 71c 7"Zi CLPFc'01.4' 7G.C, PC MAP SHOWING BOUNDARY SURVEY OF LOT /// , BLOCK AS SHOWN ON MAP OF S4FZ V4 ZIAMISIOE ZlIV17- 42 AS PE--"CRDED N PLAT BOOK PAGES !25-4-5-00F THE CURRENT PUBLIC RECORDS OF DUVAL CO, FLA. - FOR, --CeWrfX' /-/OA/,CS (NIPPOR771OW— t-'ioft SEA NGS SHOWN HF-REON ARE BASEL) ON THE ABOVE MENTIONED PLAT. 5 A1 -725-kV 4E71r,X4/, 4/V 7/74,67 604PAA-11Y eO Vr 7/;7,F J 7 Z- J4 7'40' fraRy 51&(cca 0 C70,W1 V �w 04 10 yl Z IlVff SAOC CD&�q7 A1,0iV7'1i1 50')ql6wr OR ArIA Y) ADD 0 A 100C Cntex Hames NORTH FLORIDA DIVISION A wbdd(Yy of Centex CtrWc Hon. Wed on the New Yodc Stock ExchmW April 27, 1995 Robert Rosoy City Engineer Atlantic Beach, Florida RE: CONFIRMATION OF INTENTION TO REPLACE BROKEN CURB AT SELVA LINKSIDE Dear Mr. Rosoy, In reference to our conversation this morning, I .intend to replace all broken curb in the community per standards following our meeting tomarrow morning. It will take me approximately 1 to 2 weeks depending upon the scope. With regards to Lot 111, 1645 Linkside Court, could you please help me in seeing that the certificate of occupancy be issued immediately. T You, Chuck Welsh J "1 l/ t� APR 2 81995 v� Building and Zoning /0' 6620 Southpoint Drive South • Suite 400 + Jacksonville, FL 32216 9 904-296-4551 r� CITY OF 4&aa4'C llea44-114 Office of Building Official mac/ REQUEST FOR INSPECTION Date / "� 1 —� Permit No. Time / Received PM. Job Address Locality r� Owner's Name on rac o BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing Footing — Rough Wiring F-- ❑ Air Cond. & Re Roofing Slab EI Temp Pollees/ Top Out Heating Insulation _ Lintel ❑ rin �' INSSewer G Fire Place fDD�YY Pre Fab REA F ECTION (Z) Mon. Tues- Wed. Thurs. Friday _P.M A.M. Inspection Made --PIN". n,pact�r Final Inspection Certificate of Occupancy C Date _ s NOTICE OF ADDITIONS or • - - • D• NOT REMOVE JOB ADDRESS OATS r 4/,!;- 4 // as (V� er: J THIS JOB HAS NOT BEEN COMPLETED The following additions or corrections shall be made before the job will be accepted U m fos�� 10 $15.00 REINSPECT FEE It is unlawful for any Carpenter, Contractor, Builder, or other persons, to cover or cause to be covered, any part of the work with flooring, lath, earth or other material, until the proper inspector has had ample time of approve the installation. After additions or corrections have been PLUMBING made, call 247-5826, Building Depart- ment for an inspection. Field Inspectors ELE are in the office from 8:00 a.m. to 5:00 p.m. Monday through Friday. BLDG �fi/t,_.A ��,� CITY OF Offica of Building Official REQUEST FOR INSPECTION Date 3 _9 Permit No. Time LZ C) ti ,¢ Received T �M. �_��- J/ab�Address ocatity Owner's (� r�, �.-- Name Corrtr�tor —___,_.—__...� BWLOt13G ��� CONCRETE ELECTRICAL PLUMBING MECHANICAL Fooling 0 Rough Wiring 0 Rough O Air Cond.& C7 Re Roofing Stab 0 Temp Pole C1 Top Out 0 Heating Insulation Lineal Q Final 0 sewer ❑ Fire Place C Pre Fab READY FOR INSPECTION Mon. Tues, Wed. Thurs. Friday�._._...__ .� k.M. Inspection Made r r P- Inspector - Final Inspection t Certificate of Occupancy 0 Date CITY OF ,4&aA& 13 - Office of Building Official REQUEST FOR INSPECTION �,f Date / r / S— Permit No. Time s A.M. Received P.M. Job Address Locality —IL HameOwner's ) Contractor BUILDING CONCRETE ELECTRICALPLd9BiN— MECHANICAL Framing Footing - Rough Wiring Rough Air Condi 3 Re Roofing Slab Temp Pole Top Out Heating Insulation Lintel Final ❑ Sewer Fire Place Pre Fab READY FOR INSPECTION A.M. Mon. Tues. Ved. f Thurs. Friday _P.M. Inspection Made inspector-- _ Jul ----_ —` Final Inspection Certificate of Occupancy [- Date CITY OF Office of Building Official REQUEST FOR INSPECTION Date / , Permit No. Time „, A.M.__ Received �' PTA. 119 Job /O��Locality �i Owner's /�� � (.. Name —_ Addre - r�Contractor f BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing Footing G Rough Wiring Rough - Air Cond. & Re Roofing Slab C Temp Pole Top Out _ Heating Insulation Lintel Final Sewer - Fire Place - Pre Fab READY FOR INSPECTION A.M. Mon. ues. Wed. Thurs. Friday PIVI `\q� �:3O PM • A.M. Inspection e inspector LF Final Inspection C, ---_ p �i' Certificate of Occupancy Nle 1 — See 9A !� Dars 40"'' '` of ��ed�ng 0 o{ 9�N� G Nea��p�ace i5—�W4 iii e.Ved / UJ / V? ei Pe°e fob Pdd�ess Aoo9hP leng Seg �iday E c Nar ks gL�ei "Ned. 4 E nai i. Se of 0°6U�ar cc Fnotr9 = �/. eYtii�ca Pe uia�sor es, � s� ins �u dE ,,rsP edol", a % �G' DATE PkL-SERVICE DIVISION JACKSONVILLE ELECTRIC AUTHORITY 233 WEST DUVAL STREET JACKSONVILLE, FLORIDA 32202 THE FOLLOWING FINAL INSPECTIONS) HAVE BEEN !LADE AND ARE SATISFACTORY: ------ ------------------------------------------------- ------------------------------------------------- ------------------------------------------------- ------ ------------------------------------------------- Enclosed are the blue copies of the permits. SINCERELY, BUILDING INSPECTION DIVISION cc : FILE 1 t CITY,OF G . ,,>r4�lo�fJa ,B«u�ls-�+�otildal1 � Office of Building Official " 6 REOUESY FOR INSPECTION Date rPermit No. Time A.M. Received P.M. �6� l dc! Isis 1 nF C T Job Address Locality Owner' n r e _ �h ,' BUILDING CONCRETE PWMBI MECHANI Footing ❑ ❑ it Cond.& � Re Roofing = Slab ❑ Temp Pole ❑ Top Out Heating Insulation - Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION ��.t A.M. Vin. C Tues. �-s Thurs. Friday P.M. Inspection Made } cspector / Final Inspection ❑ Certificate of Occupancy❑ Date [oil V OF 01 Q • • • " • JOB ADDRESS DATE THIS JOB HAS NOT BEEN COMPLETED The following additions or corrections shall be made before the job will be accepted �✓ ®�T lv ` 'fid��/.v►� J62 � Iysl 1, $15.00 REINSPECT FEE It is unlawful for any Carpenter, Contract Builder, or other persons, to cover or cause to be covered, any part of the work with flooring, lath, earth or other material, until the proper inspector has had ample time of approve the installation. After additions or corrections have been PLUMBING made, call 247-5826, Building Depart- ment for an inspection. Field Inspectors ELEC are in the office from 8:00 a.m. to 5:00 BLDG p.m. Monday through Friday. f TRANSMITTAL DOCUMNT FOR JEA DATE: a 9 5" The following permits have passed "rough" inspection: Permit No. Address �k�edcracax �bcla�soy�,c��dscxso6cxi�uoc�p�arl�6rc. Please update your records accordingly. � Than ;o/*/BUILDIRK CITY OF ATLANTIC BEACH /vcb P$R-38" 09654 � DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH PZRMIT II PbA" 'I N �.� ..�_�. _�. _.:�,�` LOOATIOWN, INFORMATION Permit PIWber* 96544 Address 9 1645 Li19°I(s,Mt COURT NORTH P6rmit Type. PL MSTNOATLANTIC- "BZACH, ,PLOR,IDA 322 3 'Mass of, w,or;k*- j* : "LZOAL bticlkIPTTON -�- :.;,Constr. Type: NCH. R N teat� "i11 S1 dX*, S��t� oln Pro- "gid » HINOLE" P1 1L ' oionthip RRNG fl Oar i tx s � �y :l Code. £ Subdi.v�s one . S L i UN C I q/ TAu lue-, � $04.:0•✓�Ty! ltoproV Y Cost Total e$• ' IS57 90 Af oun, 1 95 UE TION RMA lve "b ., PE�I"I�' S57 Wk3IJ DZ RIV Ad ress 10TH ACT $0 00 ° "Y " + " Iz� 0 :.P ,• TAP RADON .QA �-11 ' $0 .00 so I $, + 700 �, .$iD, y : QAC ILLEk FI►A, 2 1 CROSS CONNECT1,ON Lic 4Typ 4 SRC H ItA T Per .00", � CONST 0RCMdz $6-s"00, '' 'S�"m:+ " . NOTES: N©TICE" ALI,CONCRETE FtlRMS AND FOt)TINGS"MUST BE INSPEGI' p BEFORE POUDING , PERMIT VOID SIX MONTHS AFTER MATE OF ISSUE BUILDING MATERIAL,RUB.f3ISN.ANQ dEBRIS FROM THIS WORK MUST LVOT BE PLACED IN;PUBLIC SPACE,AND MUST BE ', CLEARED UP AND,HAUCEE?"AWAY"E3Y EITHER CONTRACTOR OR OWNER`" u" FAIL THE MECHA # LIEN URETQ CCVPL1WITH .AW C NULT IN tHHrPtP =IY1IN' St ~ " " . ISSUE©ACCOR ING TO APPROVED PLANS WHICH ARE PART OFTHIS PERMIT ANp SU8JECT TO Fi�/C3CA'I'ION:FOR I SI OF APPL,ICABLk,,POOVISION"S OF LAW. AT BEACR'Sll1LDING©EPARTMENT" " DQE 1! t1 14 lf4 CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT of JOB LOCATION: OWNER OF PROPERTY: BUILDING CONTRACTOR: PLUMBING CONTRACTOR AND ADDRESS: P. 0. BOA; 14668 10 F U - 0194 TELEPHONE NUMBER: (904) 772- ognn STATE LICENSE NO: 1 409 TYPE OF BUILDING: TYPE OF WORK: �(•C 170 107 / HOW MANY OF THE FOLLOWING FIXTURES INSTALLED SINKS / SHOWERS LAVATORY WATER HEATERS s BATH TUBS DISHWASHERS 'URINALS DISPOSALS CLOSETSXASHINO MACHINE FLOOR DRAINS SHOWER PANS OTHER TOTAL FIXTURE COUNT: z $3.50 + $15.00 = $ 7. ® 0 ------- ----- -------------------------------------------------- INSTALLATION OF PLUMBING AND FIXTURES MOST BE IN ACCORDANCE WITH THE MOST RECENT EDITION'OF THE SOUTHERN STANDARD PLUMBING CODE. CALL A DAY AHEAD TO SCHEDULE INSPECTIONS — (904) 247-5826 ' Ci�Y QF Date office of$r�i{C1 ReaeiL�a S ��� official /jvSp'eCT/ ojv jobF M. amer s �adre�s—SC �. Permit IV Rs Raa// CO'V tnSUJat',e 09 Foo;1n CR F Co, toaasrty Ssab 9 RL 7traotor Lintel Ro ECfRICAL lt�on' F n n po E'ring pLUrZ jR� C Rou 5 rues. RCtlo F, ro 3h MICR ti�rC.r ade Etieo.CR IIVSP,,CrIoCAL CN awer seat in &� filr 9 PF.Ce Fre .. _ P Frt da Cer fcat, spaction p to of Cccc,pancy , *fia► CITY OF 74 �' 13 - k Office of Building Official /� �REQUEST FOR INSPECTION !/ `� '" Date 2-P�y _� Permit No. t_ t _ _D Time . Received P.M. Job Address ocalit Owner's Name _ _ � ___Contractor BUILDING CONCRETE ELECTRICALPLUPv181 MECHANICAL Framing Footing C3 Rough Wiring Cough L_ Air Cond. & Re Rooting - Slab Temp Pole op of Heating Insulation _ LintelFinal F, Sower ' Fire Place __ ` Pre Fab READY FOR INSPECTION A.M Mon. Tues Wed. Thurs. Friday_ A.M. ! penton Made --------— —__P.M. Fina! Inspection - --- Certificate of Occupancy Date _-- CITY OF Office Of .Building Offici QUEST FOR 1NSPE Date l — Time Received A. + Permit No, Job Ad r l Owner's r— Name Loc BUILDING — _Contractor - Framing �COtVCRE�, ------_ ELECTRICAL Re Roofing Octrng PLUMBING - Insulation Stab Rou h ECfi 9 Wiring Rough ANICAL `-- lime! �-, Air Final Pole Top Out ' ' COnd. & Sewer _ Heating Mor,. READ INSPECTION Fire Place Tues, ECTION Pre Fab ❑ Wed. Inspection Made '0� Thurs. �" _ [: Friday A.M, inspector A.M. - — PM. Fina!Inspection Certificate of Occupancy Date rte-' CITY OF ATLANTIC BEACH, FLORIDA a Aoo►O,,.aay APPLICATION FOR ELECTRICAL PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE:_,__._.. � x.,_.,.,19_ 5 a IMPORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN ICOR 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. MARCO aLo4tG CLARK C-qc-_t ELECTRICAL FIRM: MASTEF1 ELECTOICIAN NAME.,_( T' ADDRESS:,.;�(OL45 Ut"510E (IRFDBOX BLDG.SIZE- Loa BETWEEN: RES. AFT.( ) COMM.( ! PUBLIC,( ) INDUS.1 ! NEW OLD( ) REW. I I ADDITION ! TRAILER( ! TEMP. ) SIGNS ( ! SO.FT. SERVICE: NEW A INCREASE ( ! REPAIR( ) FEE CONDUCTOR SIZE AMPS t50 COPPERf I ALUM. fA SWITCH OR BREAKER , AMPS PH +W gHoVOLT RACEWAY EXIST.SERV.SIZE AMPS PH W VOLT RACEWAY FEEDERS NO. SIZE NO. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL O•SO AMPS. 3 1.100 AMPS. SWITCHES INCANDESCENT , FLUORESCENT&M.V. FIXED 0.100 AMPS. OV[R APPLIANCES BELL TRANSF. AIR H.P.RATING H.P.RATING CONDITIONING COMP.MOTOR OTHER MOTORS AMPS CEIL HEAT: KW-HEAT 0•l OVER MOTORS Hp. VOLTAGE PHS NO. III.P. VOLTAGE PNS f Xui �s ml15 BUt AF ,©F AT�.� '1./ r F It 41 t Permi of Rua t CR 32233 Tjnprti .Q r� cr ± '. ' .'flC ►` 00 LIA LNCSI1 7<00, s RT 10 EAR IT a . FLOP. ' t+T a I ... . , .. . 0.00 tj DON OAD, f "v 57 149p TAP, Typ 4 .45 i� 40; V4 322 $ISO 'CoriT.sUftCHAp- r� i rs ;- F-ALL a~c�uyGs Musr�, ®r~FQR �+®Iu �Na MST VQiL7 5iX MONTH S,AF3ER 17f17' F fSli I SUrL�IN CLE�RE �'FtAULED AUEBRta FROM TRIS WORKMUST NpTgE.} ; � ,.. EITHER CONTRACTOR OR OWNER LACELI IN ?USLtC SSE,AN[f Ml1ST t� $E l To - M AVIV _.it C AN iq'P"f 'fit ►ve RARTOFTHIS yV " PER MIT IT) $L OTT ?EVO ATIO FOR Tic r PSR-3844 J940" uA, MEN7'OFBtJft01.t1" t ' ,IQ S610114 to4ru' ' OF ATLANTIC BEACH � Il PERMIT' INTORMAT O ' _. "' LOCA.T I ON INFORMATION Addres s': 1645 LIOKSIDR COU .NOR�rx Permit f Wor : BUILDING .' ATLANTIC ARACH, PLORIDA 32233 ff Class of Work* .NEIr� �,,.�._�.. Coo st w Type,", -- LEt3AL� DESCRIPTI0N --_� 'k WOOD 'FRA 4E � Lot : III BL arj� :sect--- Proposed Use: SINGLE., FAMILY .. Townsock, RNc �+ Dwellings'. 1 Code: (} Subdivi ion: $ELVA LINFSIDE Z$timated Value: �$925.3s . Improv. Cast $0 .00 Total P �� SS03 , 24 .a Ater ` $2903 . 24 -RAN S � I TION _ APPLICATIONYELPS r Addr s.a, �, ESTATE PERMIT' $663.00 �•'--'. y ?I t$Tp /&�InR}VES S T N IMP FEES �43QO .OQ itr � e C� ti pQtot x �=a �" """` TAP i RADON OAS-H.R.E, $7. 24 T NFO Afi ON Name r C RADON, CAB E� RE 1, ESTATE �yf�t�T �i IMPROV b �f 5.nr� SEWER. TAP 90100 3AO; ILI�E, FL 32216 C'ROS9 CONNECTION: 35.00 s CO �-34 Type:- 54 SEC H I PACT FEE ��� ..a k0, a N S: $LOSn oa r NOVICE--ALL CONCRETE FORMS AND FOOTINGS MUST BE INSPECTED BEFORE POURING PERMIT VOID SIX MONTHS AFTER DATE OF IS$OE r t LI DING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT SE,PLACED IN PUBLIC SPACE,,ANO MUST RSD!1P AND HAULED AWAY BY EITHER CONTRACTOR-OR OWNER ILURE TQ COMP WITH THE MECHANICS' LIEN LAW, CAN RESULT T E PROPERTY OWNEf� PAYING TWICE FQR BUILDING INIPRt 1/EMENTS t. ED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUEL) C7 70 REVOCATC Ir ION A ON OPAPPLICABLE PROVISIONS OF LAW. �n ATI F[OTIC BEACH BUILDING DEP RTMENT 000(g)DWANX00M 14 Wei By: lJ$BJ SOOM725 BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC 19EACH ' ATLANTIC 69ACH.FLORIDA S311341 ' APPLICATION FOR MECHANICAL- PERMIT coli IN NUftlekti' IMPORTANT --- Applicant to complete all items in sections 1, 11-111,111, and IV. {• 1645 LIN4,SIDE COURT LOCATION srr.et Add:a;t: _ _-- Of (atereeetieq $lreelel 11105eea— S E M I N O L E ROAD And A T L A N T I C BLVD BUILDING sib di.ilioe L O T 111 S E L V A L I N K S I D E _ 11. IDENTIFICATION --To be completed by all applicants In considuotion of pormi+ given for doinq the wort as described in the abcve Nelo•nont we he+oby agree to Ce•te•n so;d v.o•a e::: ae•:r ,.ith the allaclpd piont and s`a4fieatrons whin. 4,1, s put hereof and in ocro.donce vita the C;ty of docisonv;i'o otd;A40ces o•.ti s•o-a•as of good procrico listed therein. Nowa of hloshsaicol Coetrostors CeeMaNer {trio+) MANDARIN HEAT,& AIR Mesta C A C A 12 6 2 3 ►tone of ' Property Ov.nar s4a6two of Owner lute of v Aullsothad Agent I Msbites/ N 6091neor Itf. G018 AL INFORMATION A. Type @164d lf ba beg fuel' 8. li OTNLR CONSTRUCTION eRIH6 come ON Hoctric THIS WILDING OR SIT[1 Y E S Q Gee—0 lr Q Natural Q Detrol Utility IF YES. DIY[NUtMtR OF CONSTRUCTION Q Oi r PERMIT 9.5.a Q Odvor — SpeOv, IV. W$0KQ44AL 6pUtFUMT TO 66 INSTALL0 NA URE OR WORK (ta.2de gamplels bel of eomposonh on beck of Als form) ,r�C•,l! Residential or I Comme(cial Hest ❑ Spice ❑ Reeeued �Geffw O Hoot (New Building ' �❑\ Air C00411#14010191 13 Room 13 C4411610 Existing Building ,Dod' Systems Mohriol Tuc6isa— O Replacemotrt of existing system F,iesimuns"ped+y 1000 wf New installation(No system Qreytously installed) Q Rofrigontiots 0 Extension or add-on to existing system Q Other—Specify ❑ CoolGvq tower: Gpeaty V•P•"t• (� Fire eprieuore: Number of bide ~y (3 Eiewtor ❑ Moelih ❑ Escoletor (awaba) THIS SIAC6 FOR OffIC6 Us6 ONLY Q Goeotsoa pumps.. (numbed 4 (Ro"""d) Q Ante. (number) Remarks Q LOG amseroen (number) Q ve"peouwe vomer Q Fos' Vomit Approved by Do+� O t11br— $"Cfy P"t a.. LIST ALL EQUIPMENT AIR CONDMOMNG AND REFRIGERATION f„QUUIMENT apaeitY rprovitaR )lumbermbes Vats. Description !lode!Number 3lanulaetures (C Tbeta) Alws'eecr 2 t. Ri NA/!C fA�iAINTiNG O',7rVitM' N Book 8046 pg 326 M notice► �f �fltnmenremen� Dk ( AtlAAS IN ON►LICATtl • To whom it may concern: ,rj H> The undersigned hereby informs you that improvements will be made to certain real property, and in accordance with seetton 713.13 of thg Florida Statutes, the following information ie stated in this NOTICE 9 OF COMMENCEMENT, hU r Description of property { _1_�.�---- 1". .Lok. ��i -= -----_�------------------- According to plat thereof recorded in plat hook /�'J�•7 pages « .w_• ••-•w._•r_... ..rwrw_r_.._rr._•___r_...w.__»w.rw.a«•_«w«w__.«_w.•._.1.. ._,.., �.t of the current public records of Duval County Florida.-------------- -- yGeneral description of improvements •___ww-„--•--r_...«r--------------.w._.............................. k Construction of Single Family Residence with Garage on concrete slab 0 -----------------... _._._--------------•------•---._...................................................... . a Centex Real Estate Corporation Attn: Arthur Day Owner .......................--•-r.-----.r.....«.........._........_..w.......--------------------------- 6620SouthpointDr. S. Suite 400 Jacksonville Florida 32216 - Address _.._..........-_-_...»................... •-------------._....._. o Fee Simple WOwner's interest in site of the improvement .............__________»........................................ NFee Simple Title holder (if other than owner) ...._........................... ........ � D!s 32Q6 — 326 Name ----------------------------------------------------.-----------------•----------www-. 2=0 1 14 2 Do 2=01 01/04/95 Address _ww---------------------r•-----------------------------•---------------------------444U442-44j s8me as owner WMY W. COOK Contractor .... .... CLERK CIRCUIT COURT REC. f 6.00 Addressrw----------------------------------------------------------------------------------------------- � Surety (if any) WAddizess --___.------------------------------------------------------------Amount of bond ;_ Name and address of any person making a loin for the construction of the improvemestts, Name -----------------------------------------------•-_w_------------------------•----------------•------- Address --------------------------------------- ...................................................... Name of person within the State of Florida, other than himself, designated by owner upon whom nodal or othu dmments may be served: Metropolitan Title & Guaranty Cc Name ......... ... .........:.....--------------=...................................._r._.._........ 6620 Southpoint Dr Suite 400 Jacksonville, Florida 32216 Address --------------r..r....w..-_rr___r-.-_-._wor-_._.._....r-r-.. w_._ «_«._-r____................ In addition to himself, owner designates the following person to receive a copy of the I.ienor'a Notica as provided in Section 719.06 (z) (b), Florida Statutes. Will in at Owner's option), Name --------------------------------------------------------------—w-...-------------------------------- Address -------------------------------------------------- --__ •._-------------..._...__._. THIS SPACE/OR RLCOROCA't USE ONLY I 11 LUNGER SHALL BE OF THE SPECIFIED MINIMUM GRADES, 51 COIRIECIOR PLATES SHALL BE IIISTALLED SIMI4ETPICALL( ON 101 ALL TENSION CHURL MEMBERS ASSUMED TO BE COHTINUOUSL, 131 .1r- IIIDICATES LATERAL BRACN+G MEMBER It,,MIN, SPECIES, AND 19%MAXIMUM MOISTURE CONTENT. OR S'JCH THAT THE .)DINT. BRACED BI EITHER 3/B" IMIII) PL'IWOGO SHEATHIIIG. 1/2` 141 INSIALLATIGN ANG EPEC7IGr1 OF THE TPUSS. PERMANENT. ANG IS GF n1 GMER ALLOWABLE STRESS VALUES, ALL IALUES USED 51 TGP CHGFD SPLICES ARE HOT FNECOMMENDED TO OCCUR 0,11 H) DR'I WALL OR BRACING MEMBERS SPACED 1G' O.c. (MA11. TEMPCRAP-I BRACING SWI-CD BE OGRE INN ACCGPGAI✓_E "ITN FOR DESIGN ARE BASED DM TILE LATEST EDITI011 OF THE HA- GIRECTL'I ABOVE A BOTTG4 CHORD SPLICE. UNLESS NOTED OTHERWISE. CURRENT TPI BRACING A143 ERECTIG+ PURL ICAii G+S. T IOINAL DESIG14 STANDARDS PUBLISHED BY THE NATIONAL 7i V-2000 APPROVAL NUMBERS: UBC 2342. FHA TC8 2014. SBCC 1f) ALL COMPRESSION CHORD MEMBERS ASSUMED TO BE CONTINUOUSLY+151 THIS DESIGN CONFORMS TO CUFRENT TPI DESIGN SPECIFICA- FOREST PROCUCTS ASSOCIAT1 4. 7251. BDCA FILE 86-125 BRACED Of EITHER 3/8" IM IN.) PLYWOOD SHEATHING. 1/2" TIONS FOR METAL PLATE CONNECTED WOOD TRUSSES A1K. 21 THIS DESIGN 15 BASED pN CLARY CONINECTOR PLATES ONLY. 81 THIS TRUSS HAS BEEN DESIGNED FOR THE LOAD114G SHOW4 (MIN.1 DTT+MALL OR BRAC114G MEMBERS SPACED AT 16" a.c. DUALITI STAINOARGS FOR TRUSSES. 31 CGaNELTGR PLATES SIZES ARE BA SEG ON AXIAL FORCES ONL'I. Oil THIS DRAWING. IIJSTALLATIG+ ANG USE SHALL CONFORM (MAX), UNLESS NOTED OTHERWISE. 'El +NO MEMBER OF THE TRUSS MAI BE CUT OR MODIFIED IN ANI NPI. 41 CO,aNECTGP PLATE SIZES ARE CALLED D'JT MIG TO IAC WITH SLOTS) MI TM iMIS DE 52611. 12) ® INDICATES BEARING LOCATION. 171 SPECIAL HANDLING CAPE SHOULD BE TAMEIN DURING SHIPPING AND BY LENGTH IALOING SLOTS) MO THE OPIENTATION GF THE 9) THIS DESIGN IS APPLICABLE TO SHORTER SPAIN TRUSSES 13F ERECT ICN OF TPUSSES. SEE HIB-91 FOR RECGMMENOATt OHS C 'J C LENGTH IDENTICAL C G ND CONF G'JR G N -CCd4F IGURATiON AND LOADIIIG SPECIFIED BY FABRICATOR -REPETITIVE 14EMBER STRESSES NOT USED. -ADDITIONAL PLATING FOR HANDLING TRUSSES IS RESPONSIBILITY OF FABRICATOR. -THIS TRUSS IS DESIGNED ONLY FOR THE LOADS SHONN. PROVISION FOR THE PREYENTION OF PONDING MUST BE MADE 1440 IS 140T THE RESPONSIBILITY OF THE TRUSS FABRICATOR OR CLARY. RUN 4-7-8 4-4-8 3-0-0 4-4-8 4-7-8 RUN 1-5-14 1-5-14 74 PLF Max Height 4-10-3 12 6 273# 273# 12 ✓I 322# �\ 3220 era 160# 1600 O c 660 119# 119# 660 T r 960# 9600 m I I m 13.5136% 13.5136% v v 5x6 3x8 3x4 3x4 20 PLF 9-0-0 3-0-0 9-0-0 BUILDING TYPE: ENCLOSED RESIDENTIAL 1-4-0 21-0-0 1-4-0 CODE:SSTANDARDSBUILDING CODE (SBCCI 1991) MPH MEAN ROOF HEIGHT: 13 FT. TRUSS LOCI,LION: (Se) area UPLIFT CONNECTION REQUIRED: 63�AT EACH SUPPORT LOCATION. NET WIND T'RESSURES BASED ON DEAD LOAD SHOWN BELOW. SEE NOTES 10 AND 11 ABOVE FOR CHORD BRACING REQUIREMENTS. C E U 3/mss117 No trusses: i Maximum deflection occurred at bottom joint /2. Maximum Live Load Deflection of .069' (1/16), Index-.098, (L/3652) Maximum Total Load Deflection of .108' (2/16), Index-.103, (L/2333) �JI CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 21 2X4 r2 N SP ENG. FOR: TRUE TRRUSSS INC - T-18 ALPINE ENGINEERED PRODUCTS Inc V2000 2-0-0 LL TC 30 1801 S. GSW PKWY. BC LUMBER PROJECT: CENTEX 3706 A 6 8 DATE: 27 Jan 1993 GRAND PRAIRIE. Tx 75051 7.0 OL TC 7 2X4 42 N SP LAYOUT I0: F (214) 660-3940 SATE AREA: INS-F`Qp STL LL BC 0 WEBS 244 DL BC 10 2X4 M3 SP AOORESS: SME MBER TRUSS PLATE INSTITUTE 33.33 TOTAL 47 EXCEPT AS MAY BE NOTED 3/16 _ � 1! LUMBER SHALL BE OF THE SPECIFIED MINIMUM GRADES. 51 CONNECTOR PLATES SHALL BE INSTALLED S(MNETRICALLY Oil 101 ALL TENSION CHORD MEMBERS ASSUMED TO BE CONTINUOUSLY 131 INDICATES LATERAL BRACING MEMBER t1A4 Mlil.i SPECIES, AND 19Y 14 AIMUM MOISTURE CONTENT. DR SUCH THAT THE JOINT, BRACED BY EITHER 3/8" IN IFI) PL hl000 SHEATHING. 1/2' 14! (NSI ALL A71 C41 ANG ERECTION OF THE TRUSS. cERMpI' I. AID IS OF HIGHER ALLOWABLE STRESS''VALUES. ALL VALUES USED 6) TOP CHORD SPLICES APE HOT RECOM14ENDED TO OCCUR THIN, DRY MALL OR BRACING MEMBERS SPACED f0' R.- IMAXt, TEMPGRAP'I BRACING 5HGJLG BE DONE 111 ACCORDANCE 017- FOR DESIGN ARE BASED ON THE LATEST EDITION OF THE FIA- DIRECTLY ABOVE A BOTTOM CHORD SPLICE. fxx.ESS NOTED OTHERWISE. CUPPENT TPI BRACING AIM ERECTION PUBLICATIONS. TIGUAL DESIGN STANDARDS PUBLISHED BY TnE NATIONAL 7) V-2000 APPROVAL NUMBERS: UBC 2342. FHA TCB 2014. SBCC 11) ALL COMPRESSION CHORD MEMBERS ASSUMED TO BE CONTINUOUSLYI51 THIS DESIGN CONFORMS TO CURRENT TPI DESIGN/SPECIFICA- FOPEST PRODUCTS ASSOCIATION. 7251. BOCA FILE 06-125 BRACED BY EITHER 3/8" (MITI.) PLYWOOD SHEATHING. 1/2" TIONS FOR METAL PLATE CONNECTEG WOOD TRUSSES AND 21 THIS DESIGN IS BASED ON CLARY CrAMIECTOR PLATES ONLY, 8) THIS TRUSS HAS BEEN DESIGNED FOR THE LOADING SHDWN (MIN.) DRYWALL OR BRACING MEMBERS SPACED AT 16' o.c. OUALITY STANDARDS FOR TRUSSES. 3! Ca";ECTGR PLATES S72ES ARE BASED O14 AXIAL FORCES ONLY. Oil THIS DRAWING. INSTALLATION AND USE SHALL CONFORM (MAX), NESS NOTED OTHERWISE. 16) NO MEMBER OF THE TRUSS MAY BE CUT OR MODIFIED 1N ANY HAI. 4) COINECIOR PLATE SIZES ARE CALLED OUT WIDTH (ACROSS SLOTS) WITH THIS DESIGN. 12) ® INDICATES BEAR114G LOCATION. 17! SPECIAL HANDLING CARE SHOULD BE TAKEN DURING SHIPPING AND BY LENGTH (ALONG SLOTS) AND THE ORIENTATION OF THE 9) THIS DESIGN IS APPLICABLE TO SHOPTEP SPAN TRUSSES OF ERECTION OF TRUSSES SEE HIB-91 FOR RECOMMENDATIONS 517FL U R CTIC44 OF THE PLATELENGTH, IDENTICAL - AND CONFIGURATION. -CONIFIGURATION AND LOADING SPECIFIED BY FABRICATOR -REPETITIVE 14EMBER STRESSES NOT USED. -ADDITIONAL PLATING FOR HANDLING TRUSSES 15 RESPIXISIBILITY OF FABRICATOR. -THIS TRUSS IS DESIGNED ONLY FOR THE LOADS SHOWN. PROVISION FOR THE PREVENTIOII OF PONDING MUST BE MADE AND IS NOT THE RESP014SIBILITY OF THE TRUSS FABRICATOR OR CLARY. RUN 3-7-6 3-4-8 3-6-0 3-6-0 3-4-8 3-7-6 RUN 74 PLF 1-5-14 1-5-14 Max Height 3-10-3 12 6 2540 259! 254# L y y m 12 IV 248# 248# 6 A+6 gt' y y m 2,13 Zy,9 123# f23# I y \ •y 0 m66# 1365# 70# 1030 66# T T M m 17611 13600 la I I v 13.51 69X (3.5153% 5x5 3x4 3x6 5x6 3x6 20 PLF 7-0-0 3-6-0 3-6-0 7-0-0 7 O 1202# 1-4-0 1-4-0 21-0-0 BUILDING TYPE: ENCLOSED RESIDENTIAL N CODE: STANDARD BUILDING CODE (SBCCI 1991) WIND SPEED: ii0 MPH MEAN ROOF HEIGHT: 13 FT. TRUSS LOCATION: (Se) area UPLIFT CONNECTION REQUIRED: ;;Z-"a AT EACH SUPPORT LOCATION. NET WIND PRESSURES BASED ON DEAD LOAD SHOWN BELOW. SFE. NOTES 10 AND 11 ABOVE FOR CHORD BRACING REQUIREMENTS. No trusses: i Special Loading; Refer to Loading Diagram Maximum deflection occurred at bottom joint #2. Maximum Live Load Deflection of .144' (2/16), Index-.206, (L/1750) Maximum Total Load Deflection of .226' (4/16), Index-.215, (L/1115) CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSP) TC LUMBER TRUSS: 21'0` H-7 T-19 #!�1_ ALPINE ENGINEERED PRODUCTS Inc V 0000 2-0-0 LLTC 30 2X4 #2 N SP ENG. FOR: TRUE TRUSS INC - 1801 S. GSW PKWY. BC LUMBER 2X4 /2 N SP PROJECT: CENTER 3706 A 6 B DATE: 27 Jan 1993 GRANO PRAIRIE. TX 75051 7.0 OL TC 7 F 1214) 660-3940 PLATE—A E-A. INC OF� I'C LL BC 0 WEBS LAYOUT I0: •_ 334 OL SC 10 2X4 i3 SP ADDRESS: LL s_� L iMEMBER TRUSS PLATE INSTITUTE 33.33 - TOTAL 473/16: EXCEPT AS MAY BE NOTED f) LUMBER SHALL BE OF THE SPECIFIED MINIMUM GRADES, 51 COIUNECTOR PLATES SHALL BE INSTALLED S(MMETRICALL( GM 10) ALL TENSION CHORD MEMBERS ASSUMED TD BE COI1111AlOJ5Lf 131 '0INDICATES LATERAL BRACING"EMBER (1X4 MI,, SPECIES. AND 191 14AXIWJA MOISTURE CONTENT, OR SUCH THAT THE JOINT. BRACED B+ EITHER 3/8" I4I11) PLYWOOD SHEATHING, 1/2- 141 INSTALLATION AFIG ERECTION GF THE TRUSS, PERMANENT, ANG IS OF HIGHER ALLOWABLE STRESS VALUES. ALL JALUES USED 67 TGP CHORD SPLICES APE NOT RECOMMENDED TO OCCUR (MINI OR'f WALL OR BRACING MEMBERS SPACED 10' 0— IMAI). TEMPGPAP'N SPACING SHOULD BE OGIIE 114 ACCGRGANCE WITH FOR DESIGN ARE BASED ON THE LATEST EDITION OF THE NA- OIRECTLV ABOVE A BOTTOM CHORD SPLICE. UNLESS NOTED OTHERWISE. CUPREMT TPI BRACING AND ERECTION PVBLICATIGNS. TIONAL DESIGN STANDARDS PUBLISHED By THE NAT1DNAL 7) V-2400 APPPOVAL NUMBERS: UBC 2342, FHA TCB 20tA, SBCC it) ALL COMPRESSION CHORD MEMBERS ASSUMED TO BE COI7IN000SL15N THIS DESIGN CONFORMS TO CURRENT TPI DESIGN SPECIFICA- FOREST PRODUCTS ASSOCIATION. 7251, BOCA FILE e6-125 SPACED Of EITHER 3/0" (MIN.) PLYWOOD SHEATHING. 1/2• TIONS FOR METAL PLATE CONNECTED MOOD TRUSSES AND 21 THIS OESI ON IS BASED DN CLARY CDHIIECTDA PLATES O .OILY. B) THIS TRUSS HAS BEEN DESIGNED FOR THE LOADING SHOWN (MIN.) DRYWALL OR BRACING MEMBERS SPACED AT 16• oOUALIT( STANDARDS FOR TRUSSES. 3) CONNECTOR PLATES SIZES ARE BASED ON AXIAL FORCES ONLY. 011 THIS DRAWING, 111STALLATICJI AMC USE SHALL CONFORM !MAX), UNLESS NOTED OTHERWISE. ifi) NO MEMBER OF THE TRUSS MA( BE CUT OR 14001FIED IN ANI( WAf. 4) COP44ECTOR PLATE SIZES ARE CALLED OUT WIDTH !ACROSS SLOTS) WITH THIS DESIGN. 12) INDICATES BEARING LOCATION. 17) SPECIAL HANDLING CARE SHOULD BE TAKEN DURING SNIPPING AND BY LE116Tri (ALONG SLGTSI AND THE ORIENTATION OF THE Si THIS DESIGN IS APPLICABLE TO SNORTER SPAN TRUSSES OF ® ERECTICN OF TRUSSES. SEE HIB-91 FOR RECOMMENDATIONS. 1104 Of THE PLATE LENGItI. 1 CAL LOAQUIG AND C NF G -CONFIGURATION AND LOADING SPECIFIED BY FABRICATOR -REPETITIVE MEMBER STRESSES NOT USED. 3'9-8 3-2-8 -ADDITIONAL PLATING FOR HANDLING TRUSSES IS RESPONSIBILIT'f OF FABRICATOR. Max Height 3-10-3 x 37 PLF M 540 1190 h 12 654 6 593A 108811, 494► 'T` -7- 1211► 12020 [3.5)34% [3,5134% 339 PLF m BUILDING TYPE: ENCLOSED RESIDENTIAL .I CODE: STANDARD BUILDING CODE (SBCCI 1991) WIND SPEED: 110 MPH MEAN ROOF HEIGHT: 13 FT. TRUSS LOCATION: (Se) area #! 3x4 a 4x4 UPLIFT CONNECTION REQUIRED: �13 AT EACH SUPPORT LOCATION, NET WIND PRESSURES BASED ON DEAD LOAD SHOWN BELOW. SFE NOTES 10 AND It ABOVE FOR CHORD BRACING REQUIREMENTS, 3-9-8 I 3-2-8 _ I I 7-0-0 r - -i HA n No trusses: 1 One Half of 14-0-0 Trusses supported by Bot Chord w ( K)D /v Maximum deflection occurred at bottom joint #2. Maximum Live Load Deflection of 0" (0/16), Index-.066, (L/5600) (/v Maximum Total Load Deflection of .024 (0/16), Index=.069, (L/3500) CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 7'0" MG 7-21 til ALPINE ENGINEERED PRODUCTS Inc2X4 #2 N SP ENG. FOR: TRUE TRUSS INC - 11 1801 S. GSW PKWY. V_2000 2-0-0 LL TC 30 BC LUMBER PROJECT; CENTER 3706 A 6 8 DATE: 27 Jan 7993 GRAND PRAIRIE. TX 75051 7.0 DL TC 7 2X6 #1 Ds SP LAYOUT ID: (214) 660-3940 SLATE AREA:��— NI-C.�'iSR L LL BC 0 MEMBER TRUSS PLATE INSTITUTE 126 OL BC 10 WEBS 2X4 #3 SP AODRESS:33.33 `SCALE: TOTAL 47 EXCEPT AS MAY BE NOTED 3/4 CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET Address Date Heated Square Footage per sq ft a '76 Garage/Shed � �T �@ L. 7 `� per sq f t = S 2 , Carport/Porches @ $ ` per sq ft = $ r/U Deck @ $ per sq ft = $ Patio / @ S n C per sq ft = $ TOTAL VALUATION : $ Tota Val t on 1st $ _ S � 1-7z C) CDS $ 172 .caa Remaining Value $r per thousand o portion thereof TOTAL BUILDING FEE $ 14 32 0e) + 1/2 Filing Fee $ 2C6 - — :�) V ) C6 - - V ) Fireplaces @ $15 . 00 $ /s". {Y r.9 BUILDING PERMIT FEE WATER IMPACT FEE $ '� /r SEWER IMPACT FEE $ l v? j--,D WATER METER/TAP $ pS.a CAPITAL IMPROVEMENT $ 375".0 6 SEWER TAP $ _ ( r2-5) RADON (HRS) .0050 $ 7, 2V 7' 36 SECTION H PAVING ( ) $ HYDRAULIC SHARES S _ CROSS CONNECTION $ .vv ( (j20) SURCHARGE .0050 $ 76 OTHER $ GRAND TOTAL DUE $ ADDITIONAL PERMITS OR FEES: Mechanical Plumbing Electric/New Electric/Temp ;SwimmingPool Septic Tank Well Sign Finish Floor Elevation Survey ; Other CALCULATIONS and/or NOTES: ?ROPERTY :pESCRIPTION w � � CITY OF - -- Arlo acc Geaels - �E,Taa .ot a y_l1_1___Block I__r----Section I 1994 11GUC£AN BnliL£VARD -------- P.O.BUX 2S Building and Zoning ATLANTIC BEACH.FLORIDA 32233 _ ��( L�_C-__---- rELEPHUN61S+U1!249 2195 ivbdiviaions e i_ street flame 11 DESCRIPTION OF WORK sr Address: Lam! �1�2 If in a FLOOD HAZARD 'lood Zones-, ,______,,•,__area complete page. 3. Brief Deacrlption s__ Z�L��Q rn`V�/ P S_ Clean of Works 7_ (Nev/Remodel/Addition)_1v e L.) :ONING INFORMATION Type of Con atruatton s :oning Proposed sistrict s_ Uae s Estimated Value *_,LL 44 j f' :xceptions or Materialas WQQ4_�5JL.4�'C�______ arioncea Granteds� Solid or Filled Grounds R-)+k _Root OWNER IMFORKATIOH Method of Heatings—_____________— Property Ov=ser s__ Com►' �-e,/ Cl=_L Es 46 -,4- Phones . =� �-�-- Mailing `_ w <', `,A Address�.5��� LT► CONTRACTOR INFORlATION Contractors ��✓�, �Q[ G� Phone s d`J G '��f/�•• Mailing �`._..�----------- Addreea s -•� I•�i��t�, f�� \ t-------------- ------ Zip= .�e------ Expiration License Numbers_�LS1_�------------------------ Date:-- ------ I MCRENV CERTZfY TWAT Z NAV[ READ AND EXAMIWCO THIS A►PLICATION AMO RWOW TUC $AME TO RE TRUt AND CORR[CT. ALL PROVINIOMN Or TUX LAWN AND OROIHANCC$ OOVERNINO THIS TYPE Of WORK WILL •C COMPLICO WITH. WMETNER w=zrIEO NiREIN OR MOT. THE ORANTIUO Of A PERMIT VMS NOT PRE;U"C TO L r OIV6 AUTHORITY TO VZOLATN ON CANCCL TUC P*OVINIONN Of ANY FEDERAL. STATC OR LOCAL RULES, � ..V RCOULATION$. OROIMAMCEN. OR LAW$ IN MANNER, INCLUDING TUC GOVERN=MO Of CONSTRUCT=oN on TNC „- C.. PERFORNANCC Of COn$TRUCTZON 0/ THE J T. ! UNDCRHTANO THAT THE ISSUANCE M TNsS PERMIT =, 'v~�` •,;,. CONTINGENT upon TNt Above IMFORMAT ■ NO NO COMRCCT AND THAT THC PLANS AND SUPPORTIRO DATA HAVE OVEN OR NHALL NE PROVID AN R OUI j� �.r- f;1 Owner Signature __ ____ ______ _ . ____Data ��-ate gk ���t:a.l;;;� Cohtraatnac SlpT�atureDate �' - - -- —�.__..—_.--�-- -- ------ ----- ------------ --- - FLOODPL AXH DEVELOPMENT INFORHATION w Type of Developments Flood Required Lowest Floor Elevations Zf building IN located within a flood hazard zone, a survey must be made AFTER THE SLAB HAS Bi= POURED, certifying that the LOWEST FLOOR ELEVATION is equal to or above the base flood elevations established tow that zone. No final inspection Will be sad& and no oertiticate of occupancy will be issued until the survey is on -X11e With the Building Department. COHNEHTS s Applicant Acknowledgements I understand that the issuance of thin permit In contsngent upon the • above information being correct and that the plans and supporting data have been or shall be provided as required. I agree to comply with all applicable provisions of Ordinance No. 23-7-11 and all other laws or ordinances affecting the proposed development. Date---------------Applicant's Signature.......................... -------------------------------------------r-.-_----- Department Use Riquired Lowest Floor Elevation As; Built Lowest Floor Elevation Survey Filed with Building Department ----------- - Building DepartmentReprcrsentative w page 3 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 6 BATH (8) TUB OR SHOWER STALL (6) 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) __JiLAVATORY (1) COMBINATION SINK AND TRAY (3) _WASHING MACHINE (3) POT, SCULLERY SINK (4) _DISHWASHER (Z) _ZWASH SINK EACH SET OF FAUCETS (2) KITCHEN SINK (2) ENTAL LAVATORY (1) _KITCHEN SINK WITH WASTE DENTAL UNIT OR CUSPIDOR (1) GRINDER O "BIDET (3) URINAL STALL, WASHOUT (4) FLUSHING RIM SINK (8) _ZLCOMBINATION SINK AND TRAY WITH FOOD DISPOS. (4) URINAL, PEDESTAL, SYPHON JET �RINKING FOUNTAIN (1/2) BLOWOUT (2) /LAVATORY, BARBER/BEAUTY _ICE MAKER (1/2) SHOP (2) _SURGEONS SINK (3) / LAVATORY, SURGEONS (2) -JACUZZI (2) ZURINAL STALL, WASHOUT (4) TOTAL FIXTURE UNITS� @ $20.00 EACH $ C JOB INFORMATION �G= �„? '- il/ ENERGY GUIDE For detailed information of the EPI rating number or for any ITEM listed, ask your Builder for EPI= 98. 9 DCA Form 60OA-93 or Form 60OB-93 0 10 20 30 40 50 60 70 80 90 100 ---------------------------------------X- 1 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 ' --------------------X1 R-0 R-7 Wall R-Value. . . . . . . . . 11.0 1 --------------------X) R-0 R-19 Floor R-Value. . . . . . . . . 0 .0 IX-------------------- I AIR CONDITIONER. . . . . . . . . . . . . 10.0 SEER 17.0 SEER. . . . . . . . . . . . . . . . . . . . . . 10.0 IX-------------------- I HEATING SYSTEM. . . . . . . . . . . . . . 6.8 HSPF 12 .0 Electric HSPF. . . . . . . . . . . . 6.8 IX-------------------- I WATERHEATER. . . . . . . . . . . . . . . . 0.88 0.96 Electric EF. . . . . . . . . . . . . . 0.88 lX--------------------1 0.54 0.90 GasEF. . . . . . . . . . . . . . 0.00 1 --------------------- I 0.40 0.80 Solar EF. . . . . . . . . . . . . . (--------------------- I OTHERFEATURES. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I certify that these energy saving features required for the Florida Energy Code have been installed in this house. Builder Address: &G2t)Sx�Q,.... �.0 � Signature: Date: J)-a7 9V city/zi �� � 32_z� (o Florida E ergy 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 600A-93 Residential Whole Building Performance Method A NORTH PROJECT NAME: 111 SL 2 BUILDER: CENTEX AND ADDRESS: 1645 LINKSIDE COURT PERMITTING ICLIMATE ATLANTIC BEACH, 3223 OFFICE: ATLANTIC BEA ZONE: 11_1 2I_1 31_1 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. 1523. 00 6. Predominant eave overhang (ft. ) 6. 1 .00 7. Porch overhang length (ft. ) 7 . 0.00 8. Glass area and type: Single Pane Double Pane a. Clear Glass 8a. O.Osgft 171.40sgft b. Tint, film or solar screen 8b. O.Osgft O .00sgft 9. Floor type and insulation: a. Slab on grade (R-value, perimeter) 9a.R= 0.00 , 165.00 ft 10.Net Wall type area and insulation: a. Exterior: 2. Wood frame (Insulation R-value) 10a-2 R=11.00, 1132 .00sgft b. Adjacent: 2. Wood frame (Insulation R-value) lOb-2 R=11.00, 125.00sgft 11 .Ceiling type area and insulation: a. Under attic (Insulation R-value) lla.R=30.00 , 1523.00sgft 12.Air distribution systems a. Ducts (Insulation + Location) 12a. R= 6.00 , uncond 13.Cooling system 13. Type: Central A/C SEER: 10.00 14 .Heating System: 14 . Type: Heat Pump HSPF: 6.80 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 . 98.87 a. Total As-Built points 19a. 31892.28 b. Total Base points 19b. 32256.80 ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- 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: (A-A-7 -Sy 553. 908 F.S. I hereby certify that this building is in compliance with the Florida Energy Code. OWNER/AGENT: BUILDING OFFICIAL: DATE:- (. ,-).7 - q DATE: Department of Community Affairs SN: 5411 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM 600A-93 Residential Whole Building Performance Method A NORTH PROJECT NAME: 111 SL 2 BUILDER: CENTEX AND ADDRESS: 1645 LINKSIDE COURT PERMITTING 1CLIMATE ATLANTIC BEACH, 3223 OFFICE: ATLANTIC BEA ZONE: 11_I 21_I 31_I 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 . 1523.00 6. Predominant eave overhang (ft. ) 6. 1 .00 7. Porch overhang length ( ft. ) 7 . 0.00 8. Glass area and type: Single Pane Double Pane a. Clear Glass 8a. O.Osgft 171.40sgft b. Tint, film or solar screen 8b. O.Osgft O.00sgft 9. Floor type and insulation: a. Slab on grade (R-value, perimeter) 9a.R= 0.00 , 165.00 ft 10.Net Wall type area and insulation: a. Exterior: 2 . Wood frame (Insulation R-value) 10a-2 R=11.00, 1132 .00sgft b. Adjacent: 2 . Wood frame (Insulation R-value) 10b-2 R=11 .00, 125.00sgft 11.Ceiling type area and insulation: a. Under attic (Insulation R-value) lla.R=30.00 , 1523 .00sgft 12 .Air distribution systems a. Ducts (Insulation + Location) 12a. R= 6.00 , uncond 13.Cooling system 13. Type: Central A/C SEER: 10.00 14.Heating System: 14 . Type: Heat Pump HSPF: 6.80 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. 98. 87 a. Total As-Built points 19a. 31892.28 b. Total Base points 19b. 32256.80 ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- 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: (' .�4Qc � compliance in accordance with Section DATE: 553.908 F.S. I hereby certify that this building is in compliance with the Florida Energy Code. OWNER/AGENT: BUILDING OFFICIAL: DATE: (a-3-) - SCJ DATE: SUMMER CALCULATIONS ******************************************************************************* -_= BASE __- __= AS-BUILT GLASS---------------- ORIEN AREA x BSPM = POINTS TYPE SC ORIEN AREA x SPM x SOF = POINTS ------------------------------------------------------------------------------- NE 22 .00 65 .8 1447 .6 DBL CLR NE 22 .0 57.7 .94 1186.9 E 32 .00 65 .8 2105.6 DBL CLR E 28.0 79. 7 . 94 2108.9 DBL CLR E 4 .0 79. 7 . 94 301.3 SE 22.00 65 . 8 1447 . 6 DBL CLR SE 22 . 0 79. 1 .93 1609.7 S 23.40 65 .8 1539. 7 DBL CLR S 11 .7 66.2 .90 698.4 DBL CLR S 11.7 66.2 .90 698.4 W 72 .00 65 .8 4737 .6 DBL CLR W 15.0 79.7 .94 1129.7 DBL CLR W 15.0 79.7 .94 1129.7 DBL CLR W 42 .0 79. 7 .94 3163. 3 ------------------------------------------------------------------------------- . 15 x COND. FLOOR / TOTAL GLASS = ADJ. x GLASS = ADJ GLASS GLASS AREA AREA FACTOR POINTS POINTS POINTS --------------------------------------------------------------- ------------- . 15 1,523.00 171.40 1.333 11,278. 12 15,032 .01 12,026.24 ------------------------------ NON GLASS------------ AREA x BSPM = POINTS TYPE R-VALUE AREA x SPM = POINTS ------------------------------------------------------------------------------- WALLS---------------- Ext 1132.0 . 9 1018.8 Ext Wood Frame 11.0 1132 .0 1.70 1924 .4 Adj 125. 0 . 7 87 .5 Adj Wood Frame 11.0 125.0 .70 87 .5 DOORS---------------- Ext 21 .0 6. 1 128. 1 Ext Insulated 21.0 4 . 10 86. 1 CEILINGS------------- UA 1523.0 .6 913.8 Under Attic 30.0 1523.0 .60 913.8 FLOORS--------------- Slb 165.0 -37 .0 -6105.0 Slab-on-Grade .0 165.0 -41.20 -6798.0 INFILTRATION--------- 1523.0 8 .0 12184 .0 Practice #2 1523.0 8.00 12184.0 TOTAL SUMMER POINTS 23,259.21 20,424 .04 TOTAL x SYSTEM = COOLING TOTAL x CAP x DUCT x SYSTEM x CREDIT = COOLING SUM PTS MULT POINTS COMPON RATIO MULT MULT MULT POINTS ------------------------------------------------------------------------------- 23,259 .21 .37 8,605.91 1 20,424 .04 1.00 1.070 .340 .860 6, 390.03 WINTER CALCULATIONS BASE ___ __= AS-BUILT GLASS---------------- ORIEN AREA x BWPM = POINTS TYPE SC ORIEN AREA x WPM x WOF = POINTS ------------------------------------------------------------------------------- NE 22 .00 -10.6 -233.2 DBL CLR NE 22 .0 4 .6 1. 16 117.7 E 32 .00 -10.6 -339 .2 DBL CLR E 28 .0 -9.2 .84 -215.5 DBL CLR E 4 .0 -9.2 .84 -30.8 SE 22 .00 -10 .6 -233.2 DBL CLR SE 22.0 -22 .7 . 93 -461.9 S 23.40 -10.6 -248.0 DBL CLR S 11 .7 -28.4 .96 -317 .9 DBL CLR S 11 .7 -28.4 .96 -317 .9 W 72 .00 -10.6 -763.2 DBL CLR W 15 .0 -9.2 .84 -115.5 DBL CLR W 15 .0 -9 .2 .84 -115.5 DBL CLR W 42 .0 -9 .2 .84 -323.3 ------------------------------------------------------------------------------- . 15 x COND. FLOOR / TOTAL GLASS = ADJ. x GLASS = ADJ GLASS I GLASS AREA AREA FACTOR POINTS POINTS POINTS ------------------------------------------------------------------------------- . 15 1,523 .00 171 .40 1 .333 -1,816.84 -2,421.57 1 -1,780.50 -------------- NON GLASS------------ AREA x BWPM = POINTS ( TYPE R-VALUE AREA x WPM = POINTS ------------------------------------------------------------------------------- WALLS---------------- Ext 1132 . 0 2.2 2490.4 Ext Wood Frame 11. 0 1132 . 0 3.70 4188.4 Adj 125.0 3.6 450. 0 Adj Wood Frame 11.0 125.0 3.60 450.0 DOORS---------------- Ext 21 .0 12 . 3 258 . 3 Ext Insulated 21.0 8 .40 176.4 CEILINGS------------- UA 1523 .0 1 .2 1827 . 6 Under Attic 30.0 1523.0 1 .20 1827.6 FLOORS--------------- Slb 165.0 8 .9 1468.5 Slab-on-Grade .0 165.0 18.80 3102.0 INFILTRATION--------- 1523 .0 7 .4 11270 .2 Practice #2 1523 .0 7 .40 11270.2 TOTAL WINTER POINTS 15,343.43 19,234 . 10 TOTAL x SYSTEM = HEATING TOTAL x CAP x DUCT x SYSTEM x CREDIT = HEATING WIN PTS MULT POINTS COMPON RATIO MULT MULT MULT POINTS ------------------------------------------------------------------------------- 15, 343.43 .55 8,438.89 1 19,234 . 10 1.00 1.070 .500 1.000 10,290.24 ******************************************************************************* WATER HEATING ******************************************************************************* BASE -__ ( __= AS-BUILT NUM OF x MULT = TOTAL ( TANK VOLUME EF TANK x MULT x CREDIT = TOTAL BEDRMS RATIO MULT ------------------------------------------------------------------------------- 4 3803 .0 15,212 .00 50 .88 1.000 3803.0 1.00 15,212.00 ******************************************************************************* SUMMARY BASE ___ -_- AS-BUILT --- --------------------------------------------------- COOLING HEATING HOT WATER TOTAL COOLING HEATING HOT WATER TOTAL POINTS + POINTS + POINTS = POINTS POINTS + POINTS + POINTS = POINTS ------------------------------------------------------------------------------- 8605 .9 8438. 9 15212.0 32,256.80 6390.0 10290.2 15212 .0 31,892.28 ***************** * EPI = 98.87 ***************** ENERGY GUIDE For detailed information of the EPI rating number or for any ITEM listed, ask your Builder for EPI= 98. 9 DCA Form 600A-93 or Form 600B-93 0 10 20 30 40 50 60 70 80 90 100 ---------------------------------------X- 1 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------- I INSULATION. . . . . . . . . . . . . . . . . . R-10 R-30 Ceiling R-Value. . . . . . . . . 30.0 -------------------XI R-0 R-7 Wall R-Value. . . . . . . . . 11.0 I --------------------X1 R-0 R-19 Floor R-Value. . . . . . . . . 0.0 IX-------------------- I AIRCONDITIONER. . . . . . . . . . . . . 10.0 SEER 17 .0 SEER. . . . . . . . . . . . . . . . . . . . . . 10.0 IX-------------------- I HEATINGSYSTEM. . . . . . . . . . . . . . 6 .8 HSPF 12 .0 Electric HSPF. . . . . . . . . . . . 6.8 IX-------------------- I WATERHEATER. . . . . . . . . . . . . . . . 0 .88 0.96 Electric EF. . . . . . . . . . . . . . 0.88 IX-------------------- I 0.54 0.90 Gas EF. . . . . . . . . . . . . . 0.00 i -------------------- I 0.40 0.80 SolarEF. . . . . . . . . . . . . . I --------------------- I OTHER FEATURES. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I certify that these energy saving features required for the Florida Energy Code have been installed in this house. Builder Address: �(_�oZC�,uy-Lwa�, .�Q y�Q�,S Signature: C1 x Date: City/zip/ c��oA� Florida ergy Code for Building Construction - 1993 Florida Department of Community Affairs FL-EPL CARD93 SERIAL # 5411 * RESMANUJ(c) WHOLE HOUSE HEAT GAIN / HEAT LOSS CALCULATION USING EPI92-FLA/RES(c) DATA FILES (BASED ON A.C.C.A. MANUAL J - SEVENTH EDITION (c) 1986 by A.C.C.A. ) ------------------------------------------------------------------------------- NAME : 111 SL 2 ADDRESS : 1645 LINKSIDE CT N CITY :ATLANTIC BEACH, FL 32233 OWNER :CENTEX BUILDER :CENTEX Conditioned Floor Area : 1523 SF * Climatic Conditions & Design Conditions ---------------------------------------------------------------------------- Geographical Location : Florida ( Jacksonville ---------------------------------------------------------------------------- North Latitude / Elevation 30 Deg. / 24 Ft. Above Sea Level Outdoor Winter Dry Bulb 32 Deg. F Indoor Winter Dry Bulb 70 Deg. F Winter (Actual) Temp.Diff. 38 Deg. F Winter Temp. Diff. (wTd) 40 Deg. F Outdoor Summer Dry Bulb 94 Deg. F Outdoor Summer Wet Bulb 77 Deg. F Outdoor Summer Humidity Ratio 114 Indoor Summer Relaltive Humidity 50% Indoor Summer Design Grains / Lb. 49 Indoor Summer Dry Bulb 75 Deg. F Indoor Summer Wet Bulb 62. 3 Deg. F @ 64 Gr/Lb Summer Daily Range 19 Deg. F - L Summer (Actual) Temp.Diff. 19 Deg. F Summer (User Sel) Temp.Diff. (sTd) 20 Deg. F ---------------------------------------------------------------------------- * HEATING SUMMARY * * COOLING SUMMARY * ------------------------------------------------------------------- SUBTOTAL 22721.05 STRUCTURE SENSIBLE 13928.45 MECH.VENT- 200 Cfm 4180.00 SENS. + MECH.VENT : 18108.45 TEMP.SWING @ 3 DEG. : 1.00 OCCUPANT/APPLIANCE 3600.00 DUCT LOSS 1136.05 DUCT GAIN 2170.84 TOTAL LOSS/BTUH 23857. 10 TOTAL SENSIBLE 23879.29 TOTAL LATENT 12175.60 -------------------------------------------------------------------- 20% OVERSIZE FACTOR 4771.42 20% SENS.OVRSZE FTR: 4775.86 ACTUAL + 20% OVERSIZE: 28628.52 ISENS. + 20% OVERSIZE: 28655. 15 -------------------------------------------------------------------- * EQUIPMENT SELECTION * -------------------------------------------------------------------- EQT. MANUF. MODEL # TYPE HTG INPUT HTG OUTPUT AFUE/HSPF SENSIBLE CLG LATENT CLG TOTAL TONAGE (S)EER CLG CFM HTG CFM -------------------------------------------------------------------- * L O A D C A L C U L A T I O N TYPE Inside Shade Sc Area Loss/Btuh Gain/Btuh GL A S S---------------------------------------------------------------------- South Double Clr Drapes/Blinds 1 11 . 70 339.30 292.50 South Double Clr Drapes/Blinds 1 11.70 339. 30 292.50 East Double Clr Drapes/Blinds 1 28.00 812 .00 1288.00 East Double Clr Drapes/Blinds 1 4 .00 116.00 184 .00 Northeast Double Clr Drapes/Blinds 1 22 638 .00 726.00 Southeast Double Clr Drapes/Blinds 1 22 .00 638.00 902.00 West Double Clr Drapes/Blinds 1 15.00 435.00 690.00 West Double Clr Drapes/Blinds 1 15.00 435. 00 690.00 West Double Clr Drapes/Blinds 1 42.00 1218.00 1932 . 00 Infiltration : Winter Htm ( 28.73 ) x 171.40 4924 . 32 Infiltration : Summer Htm ( 6. 98 ) x 171 .40 1196 .37 --------- --------- --------- Window Frame : Metal SUBTOTALS: 171.40 9894 .92 8193.37 R-Value Area Loss/Btuh Gain/Btuh WA L L S---------------------------------------------------------------------- Wood Stud - Ext. 11 1132.00 4075.20 2830.00 Wood Stud - Adj . 11 125.00 450.00 212.50 --------- --------- --------- SUBTOTALS: 1257.00 4525.20 3042.50 DO O R S---------------------------------------------------------------------- Insulated Core/Metal - Ext. 0 21.00 371.70 109.20 Infiltration :Winter Htm( 28.73 ) x 21.00 603.33 Infiltration :Summer Htm( 6.98 ) x 21.00 146.58 --------- --------- --------- SUBTOTALS: 21.00 975.03 255.78 CE I L I N G S---------------------------------------------------------------- Under Attic 30 1523.00 1979.90 2436.80 FL O O R S-------------------------------------------------------------------- Slab on Grade 0 165.00 Lin.Ft. 5346.00 000.00 * TOTAL STRUCTURE SENSIBLE * ------------------------------------------------------------------------------- 22721.05 21708.45 ------------------------------------------------------------------------------- 08-05-1993 S I Z E ANA L Y S = S Page 1 of 1 11:17:46 TRUS JOIST MacMILLAN (MAST siz-S1001) MARK H. ROSE (SOIOD) Project Name: CENTEX HOMES - PLAN 13706 A 6 B Page Title: GARAGE DOOR HEADER ---------- TJSizingT" v3.40 ---- Building Code NER ---------- Type of Sale Distribution ----- 1193040417 ---------- Application: Deflection Criteria (MR) Member Use............... HEADER Roof (non-snow load, LDL) LL Defl TL Defl Member Top Slope(in/ft)... 0.000 Stress Level............... 1331 Span 1 L/240 L/180 Roof Slope(in/ft)......... 6.000 Live Load(psf)............. 30.0 Floor Decking............... N/A Dead Load(psf)............. 17.0 Repetitive Member Use....... N/A Partition Load(psf)......... 0.0 Reinforced Overhangs........ N/A SPECIAL LOADS: Live Load Stress Dead Load Width Starting Point to End Add/Reel 1 DNIF(plf) 350 133% 220 101- 0.00' 61- 6.00' from Lt Repl 2 UNIF(plf) 140 1331 150 61- 6.00' 01- 0.00' from Lt Repl 3 CONC(lb) 960 1331 610 6'- 6.00' from Lt Add 16" TJI (R)/96 161- 6.00' . ----------------------------------------------- S I Z E A N A L Y S I S ---------------------------------------------- IMPORTANT! The analysis presented below is output from software developed by Trus Joist MacMillan(TJM). Allowable product values shown are in accordance with current TJM materials and code accepted design values. The specific product application, input design loads and stated dimensions have been provided by others, have not been checked for conformance with the design drawings of the building, and have not been reviewed by TJM Engineering. Design assumes adequate continuous support of the joist compression flange. Maximum Design Allowable Control Shear(lb) 5091 5091 < 5985 1181 RIGHT end Span 1 under 1331 stress TOTAL Load Moment(ft-lb) 22731 22731 < 26215 1151 MID Span 1 under 1334 stress TOTAL Load Live Defl.(in) 0.559 < 0.825 L/354 MID Span 1 under Live Load criteria Total Defl.(in) 0.910 < 1.100 L/118 MID Span 1 under Total Load criteria Span 1 Max. Reaction Total(lb) 4714 5091 Live(lb) 2895 3125 Assumed Brg. Length(in) 3.00 3.00 Max. Unbraced Length(in) 52 Copyright (" 1993 by Trus Joist MacMillan, a limited partnership, Boise, Idaho. TJI("' is a registered trademark of Trus Joist MacMillan. TJSizingT" is a trademark of Trus Joist MacMillan. TRUSS SPECIFICATIONS FOR Centex 3706 A & B 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 14877 1024 Rev.1 3-25-93 14877 2024 Rev.1 3-25-93 14877 3of24 Rev.1 3-25-93 14877 4024 Rev.1 3-25-93 14877 5024 Rev.1 3-25-93 14877 6024 Rev.1 3-25-93 14877 7024 Rey.1 3-25-93 14877 8024 Rev.1 3-25-93 14877 9024 Rev.1 3-25-93 14877 W024 Rev.1 3-25-93 14877 11024 Rev.1 3-25-93 14877 12024 Rev.1 3-25-93 14877 13024 Rev. 3-25-93 14877 14of 4 Rev.1 3-25-93 14877 15024 Rev.1 3-25-93 ��4i'f►:tft�sgotr<<ti�Ve 14877 16024 Rev.1 3-25-93 `d �� 14877 17024 Rev.1 3-25-93 14877 18024 Rev.1 3-25-93 A 14877 19024 Rev.1 3- 5-93 _~ � of •f I r= 14877 200ev 1 3-25-93 ' H!r 14877 21024 Rev.1 3-25-93 ' 14877 22of 4 Rev.13-25-93 ''F`+t."• '1'-��� 14877 23024 Rev -25- 14877 24024 Rev.1 3-25-93 {2 t 'b'�`0� Cad t=ake SPEC 1a 1 12 s* .6 r 8 a �t � � IEA •D�`t V1 SPr� N e, o n",ss<on �;? ri?hoot wtiY��•r' ,c, V �'• h 5� �rp"` icom True Stuns. tiseq r i1t�e 5uwt��o?his 5 Rq-a��• m ....-„-.''`', said accocEa�ce '. 2'�'6�� 5 � t'r,l {EA�S,•O�M�Q4{/�/� �pNG��� Vztti,rt. -*—''� i���� 0 �� ,�oA 7t 2�6 A4Ptoved BY� ......•• 53pb t s)� 4ate: .........• -� J SMF4R�Au� OF LAYOUT k tRU55E5, All w' ON RECEPTION CALL TRUE TRUSS FOR tRU54ES. ARf AOV1 I1015t, As BEFORE SE1i1NS Of V 3 o�tRQ la'o' '3` a 11 LUMBER SHALL BE OF THE SPECIFIED MIIIIMJM GAADES. 51 CONNECTOR PLATES SHALL BE INSTALLED S7M1IETPICALLY ON 10) ALL TENSIO!CHORD MEMBERS ASSUMED TO BE CONTINUOUSL-( 13) -�4_ INDICATES LATERAL BPACIIA3 MEMBER (IYA MINI.' SPECIES. ANO 1%%MAIIMJM MOISTURE CONTENT. OR SUCH THAT THE JOINT. BRACED By EITHER 3/9' IMNp PL/MOOD SHEATHING. 1/2' 14) IIISTALLATIGI AND EPECTIGI OF THE TRUSS. PERMANENT, AIIC IS CF nIGNEP ALLOWABLE STRESS 'VALUES. ALL 'VALUES USED 61 TOP CHCPG SPLICES ARE NOT FECOMHENDED TO GCOOR NlhN DRYWALL DR BRACING MEMBEPS SPACED 20' R.C. IMAAi. TEMPORAPN BRAC116 SMObLG BE GCNE II!ACCGPGAf ICE 011,,FOR DESIGN ARE BASED ON THE LATEST EDITION OF THE NA- DIRECTLY ABOVE A BOTTOM CHORD SPLICE. UNLESS NOTED OTHERWISE. CURRENT TPI BRAC NO MID EPECTION P'JBLICATIGIIS. T TONAL DESIGN!STANDARDS PUBLISHED BY THE NATIONAL 71 4-2000 APPROVAL I41MSERS: UBC 2342. FHA TCB 2014. SBCC 11) ALL COMPRESSION CHORD MEMBERS ASSUMED TO BE CONTINPJOUSLn 5l TnIS DESIGN CONFORMS TO CUPRENT TPI DESIGN SPECIFICA- FOREST PRODUCTS ASSOCIATION. 7251. BOCA FILE 86-125 BRACED BY EITHER 3/8" !MIN.) PLYWOOD SHEATHING, 1/2' TIGNS FOP METAL PLATE CUN+ECTED WOOD 1RUSSES AND 21 THIS DES `H IS BASED 0H CLARY CONNECTOR PLATES ONLY. B1 THIS TRUSS HAS BEEN DESIGNED FOP THE LOADING SHOWN (MIN.) DR/MALL OR BRACING MEMBERS SPACED AT 16' O.C. GUALIT'I STANDARDS FOR TRUSSES. 31 COINIECTOR PLATES SIZES ARE BASED ON AXIAL FORCES ONLY. ON THIS WANING. INSTALLATION ANO USE SHALL CONFORM (MAX), UNLESS NOTED OTHERWISE. 16) NO 14148EP OF THE TRUSS MAV BE CUT OR MODIFIED IN ANY WAN, 4! COINIECTW PLATE SIZES ARE CALLED OUT WIDTH IACRGSS SLOTS) WITH THIS DESIGN. 12) ® INDICATES BEARING LOCATION. 17) SPECIAL HANDLING CARE SHOULD BE TAKER DURING SHIPPIID M!0 BY LENGTn (ALONG SLGTS) AND THE ORIENTATION OF THE 9) THIS DESIGN IS APPLICABLE TO SHORTER SPAN TRUSSES OF ESECTIO! OF TRUSSES SEE nI0-91 FOP RECOMMENDATIONS C O1 IDENTICAL LOADIN6 AND CONFIGURATION, —CONFIGURATION AND LOADING SPECIFIED BY FABRICATOR —ADDITIONAL PLATING FOR HANOLING TRUSSES IS RESPONSIBILITY OF FABRICATOR. —ANTICIPATED HORIZONTAL MOVEMENT UNDER TOTAL LOAD .299' 2-11-11 2-1-8 RUN 1-6-5 5-4-9 5-2-13 5-4-9 4-7-5 4-7-5 5-1-13 Rl>rI 1-5-14 1-5-14 Max Height 10-7-3 74 PLF 12 'Q 6 5x7 PI N 12 6 U71 5x6 Bxs \ o \ \ 1839# 2x3 ,:,x6 I m 1839# (3.5)72:5 Q 3X4 [3.5)53% 1 0 IT 7 9x11 3x4 3x4 3x9 Sxn 3x8 N 0AT 1 20 PLF 3x12 a 2.85 12 2-f-8 4-6-0 5-4-9 5-2-13 5-4-9 6-11-0 7-5-8 02D8 #2 F2 02 02 #2 1-4-0 2x4 2x4 2x4 2x4 2x4 2x4 1-q-0 BUILDING TYPE' ENCLOSED RESIDENTIAL 37-0-0 CODE: STANDARD BUILDING CODE (SBCCI i991) WIND SPEED: 110 MPH MEAN ROOF HEIGHT: 13 FT. TRUSS LOCATION: (Se) area UPLIFT CONNECTION REQUIRED: 71/a#AT EACH SUPPORT LOCATION. NET WIND PRESSURES BASED ON DEAD LOAD SHOWN BELOW. SEE NOTES 10 AND 11 ABOVE FOR CHORD BRACING REQUIREMENTS. No trusses: 3 THIS TRUSS ANALYZED WITH PPSA Maximum deflection occurred 2B.B" from the left end of bottom panel #3. Maximum PPLive Load Deflection of .379" (6/16), Index-.31, (L/1162) �E� 3�a���3 fIq Maximum PPTotal Load Deflection of .594" (10/16), Index-.324, (L/742) CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 37'0" SPECS T-8 W Llf ALPINE ENGINEERED PRODUCTS Inc V2000 2-0-0 LL TC 30 2X4 #2 N SP ENG. FOR: TRUE TRUSS INC - 1801 S. GSW PKWY. BC LUMBER PROJECT: CENTEX 3706 A 6 8 DATE: 27 Jan 1993 DL TC 7 �y GRAND PRAIRIE. TX 75051 7'0 2X6 #1 Ds SPOF J (214) 660-3940 LA t'AREA: — -Nr-r(5f:f NfL LL BC 0 WEBS LAYOUT IO: � 728 OL BC 10 2X4 #3 SP ADDRESS: — 3333 SCALE . : MEMBER TRUSS PLATE INSTITUTE TOTAL 47 EXCEPT AS MAY 8E NOTED 1/8 11 LU4SER SHALL BE OF THE SPECIFIED MINIMUM GRADES. 51 CONVECTOR PLATES SHALL BE INSTALLED S-tMIETAICALLY df 10) ALL TEIISIM4 CHORD MEMBERS ASSUMED TO BE CONTINUOUSLY 131 INDICATES LATERAL BPACIUO MEMBER (li4 MIH.) SPECIES, A140 191 MAXIM-M NUISTWE CONTENT, OR SUCH THAT THE JOINT. SPACED By EITHER 3 G" iMIID PL't WOOO SHEATHING, 1%2" 14) INSTALLATION AND EFECTIC*I OF THE TRUSS, PERMANENT, AIG IS OF HIGIEP ALLOWABLE STRESS VALUES, ALL VALUES USED Bi TOP CHORD SPLICES ARE MOT PECOHNEMOEO TO OCCJP IMLHj OP1'MALL OR BRACING MEMBERS SPACED 30' P.P. IMAXi. TEMPCPAR'f SPACING SHAD BE DONE 104 ACCORDANCE MXTH FOR OESIGN ARE BASED ON THE LATEST EDITION OF THE HA- DIRECTLY ABOVE A BOTTOM CHORD SPLICE. UNLESS NOTED OTHERWISE. CURRENT TPI BRACING AND ERECTION P'-NLICATIONS. T IONAL[{SIGN STANDARDS PUBLISHED BT TIME NATIONAL -i V-2000 APPROVAL NUMBERS: UBC 2342, FHA TCB 2014. SBCC 11) ALL COMPRESSION CHORD MEMBERS ASSUMED TO BE C04TItUOUSL'TIM THIS DESIGN CMNFOMIS TO CURRENT 7PI DESIGI4 SPECIFICA- FOREST PRODUCTS ASSOCIATION. .'251. BOCA FILE 86-125 BRACED Bf EITHER 3."e" IMI".) PLY*OCD SHEATHING. 1;'2" TIONS FCR METAL PLATE COrVECTEG WOOD TRUSSES A11021 THIS DESIGN 1S BASED 014 CLARY CGNECTOP PLATES ONLY. BI THIS TIPJSS HAS BEEN DESIGNED FOR THE LOADING SHOWN (MIN.) OAfWALL OR BRACIIIG MEMBERS SPACED AT 16' P.c. OUALIT7 STAIGAPDS FOR IAUSSES. 31 CM/ECTOR PLATES SIZES ARE BASED ON AXIAL FORCES ONLY. d{ THIS DRAWING. 114STALLATIMA AND USE SHALL CONFORM (MAX), ULESS NOTED OTHERWISE. 15) 110 NEHSER OF THE TRUSS MAY BE CUT DR MODIFIED 114 ANt MAY, 4) CONNECTOR PLATE SIZES ARE CALLED OUT WIDTH iACROSS SLOTS) WITH THIS DESIGN. 12) ® INDICATES BEARING LOCATIMND 4. 17) SPECIAL HALING CAPE SHOULD BE TAKEN NG DURISHIPPIIIO AND BY LENGTH (ALONG SLOTS) AND THE OPIE"TATION OF THE W TnIS DESIGN IS APPLICABLE TO SHORTER SPAN TRUSSES OF EPECTIM4 OF TRUSSES. SEE nIS-91 FOR PECOMMEt4DAT4MNS. 917F CALL OUT 75 TrAE DIRECTION Of THE PLATE LENGTH. 3 AND CONFIGIU"ATION. -CONFIGURATION AND LOADING SPECIFIED BY FABRICATOR -REPETITIVE MEMBER STRESSES NOT USED. -ADDITIONAL PLATING FOR HANDLING TRUSSES IS RESPONSIBILITY OF FABRICATOR. -THIS TRUSS IS DESIGNED ONLY FOR THE LOADS SHOWN. PROVISIO14 FOR THE PREVENTIOI4 OF P&MING MUST BE 14ADE AND IS NOT THE PESPONSIBILITY OF THE TRUSS FABRICATOR 09 CLAN'.. -ANTICIPATED HORIZONTAL NOVENENT UNDER TOTAL LOAD - .544' 2-11-11 3-0-0 RUN 1-6-5 4-10-9 4-8-13 4-10-9 7-8 4-7-5 4-7-5 5-1-13 AM 1-5-14 1-5-14 max Height 9-10-3 \ a Op 74 PLF 12 N x a 6 3•� � 3112 /5 S ) xis Sx)z 3,11 t its _ fT12 0 2x3 +y ? _ 3 1 18389 I'n 1838* (3"5172% t o 3 At?_ 3x4 10 (3.5153% 15-1'1 9x11 3x4 3x4 3x 4 6 X17— 3X12 3x8 )4v 3x1220 PLF .a 2.85 12 3-0-0 4-6-0 4-10-9 4-8-13 4-10-9 7-8 8-11-0 7-5-8 1-4-0 2x4B 2x4 2x1 2x4 2x4 2x4 2x4 1-4-0 37-0-0 BUILDING TYPE: ENCLOSED RESIDENTIAL CODE: STANDARD BUILDING CODE (SBCCI 1991) WIND SPEED: 110 MPH MEAN ROOF HEIGHT: 13 FT. TRUSS LOCATION: (Se) area UPLIFT CONNECTION REQUIRED: 174d AT EACH SUPPORT LOCATION. NET WIND PRESSURES BASED ON DEAD LOAD SHOWN BELOW. SEE NOTES 10 AND 11 ABOVE FOR CHORD BRACING REOUIRFMENTS, No trusses: 2 THIS TRUSS ANALYZED WITH PPSA Maximum deflection occurred 13.83' from the left end of bottom panel /7. Maximum PPLive Load Deflection of .502' (8/16), Index-.411, (L/877) Maximum PPTotal Load Deflection of .787' (13/16), Index-.429. (L/560) r REV ? ^ /C?2 RECOMMENDED CAMBER: .43' L(A f*:p 1� Cr-1 CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 37'0' H-19 T-7 OWG. • ALPINE ENGINEERED PRODUCTS Inc V,�000 2-0-0 LL TC 30 2X4 i2 N SP ENG. FOR: TRUE TRUSS INC - /Ng 77 1801 S. GSM PKWY. BC LUMBER PROJECT: CENTEX 3706 A 6 B DATE: 27 Jan 1993 GRANO PRAIRIE" TX 75051 7"0 DL TC 7 2X6 #1 DS SP LAYOUT ID: OF � (214) 660-3940 L N LL BC 0 WEBS v 768 33.33 OL BC 10 2X4 /3 SP ADDRESS: MEMBER TRUSS PLATE INSTITUTE SCALE: TOTAL 47 EXCEPT AS MAY BE NOTED 1/8 4„ N LUMBER SMALL BE OF THE SPECIFIED MINIMUM GRADES. 5) Colt CTDA PLATES SHALL BE INSTALLED SYW4:TRICALL'Y dl 10) ALL IE14510IJ CHORD MEMBERS ASSUKED TO BE CO1t1NtU0'JSLY 13) INDICATES LATERAL BAFC INlCi MEMBER It'4 W'"'! SPECIES ANO 19x MAXIMUM MOISTURE CONTENT, OA SUCH THAT THE JOI NI BRACED 81 EITHER 3/8" 84111) PLYWOOD SHEATH111G. 1/2' /4! INSIALLATIGH Alto ERECTION OF TOE 1RUSS. PEANAIIEIIT. ARG 15 OF nlGnEp ALLOWABLE STRESS VALUES. ALL VES USED fij iGP CHGAG SPLICES AAE(IDT PE CGfN4ENDED TO OCCUR (MINI DR""ALL OP BRACING MEMBERS SPACED 10' o c IMF/:. TENPGAAP'Y BRAC INS SHC7JLG BE OGLE IN AC COAGFfiCE WIT" FOR Of SIGN AAE BASED ON TME LATEST EDITION OF THE FIA- DIPECTL'Y ABOVE A BOTTOM CHDRD SPLICE. UNLESS NOTED OTHERWISE. CUPRENT TPI BRACING Alto ERECTION!PUBLICATIONS. T IONUL DESIGN STANDARDS Pt�LISnED By THE NATIONAL 71 V-2000 APPROVAL MJMBERS: 'UBC 2342, FMA TCB 2014. SBCC 11) ALL COMPRESSION CHORD ME149ERS ASSUMED TO BE CGIITINUDUSLn5i THIS DESIGtl C011FORMS TO CUPRENT TPI UESISII SPECIFICA- FOREST PRODUCTS ASSOCIATION. 7251. BOCA FILE 86-125 BRACED BY EITHER 3/8" (MIN.) PLiHGGO SHEATHING. 1/2' TIONS FGP METAL PLATE CONNECTED WOOD TAL5SES Alto 21 THIS DESIGN IS BASED Oft CLAAY CGN+ECTOR PLATES ONLY. IN THIS TRUSS HAS BEEN DESIGNED FOR THE LOADING SHOWN MIH.) DRYWALL OR BRACING MEMBERS SPACED AT 16' o c. DUALITY StANNIARGS FGA TRUSSES. 3! COtINECTOR PLATES SIZES ARE BASED ON AXIAL FORCES ONLY. Oft THIS DRAWING, INSTALLATION Alto USE SHALL CONFORM IMAX). UNLESS TIDIED OTHERWISE. i6! MO MEMBER OF THE TRUSS MAY BE CUT GA 14GUIFIEU IN AN( MAY. ! CONIlE C T CA PLATE SIZES ARE CALLED OJT WIDTH (ACROSS SLOTS) WITH THIS DESIGN 12) ® INDICATES BEARING LOCATION, 17) SPECIAL HANDLING CARE SHOULD BE TAKE11 OURING SHIPPING Alto 4 B'1 LEIIGTH (ALONG SLOTS, ANG THE OPIENTATION OF THE 9) THIS (DESIGN IS APPLICABLE TO SHORTER SPAN TRUSSES OF EAECTIGN OF TRUSSES. SEE nIB-91 FOR RECOMMENDATIONS CALL512EU T G T T tGTn ! C I G CON Gu G -CONFIGURATION AND LOAOIIIG SPECIFIED BY FABRICATOR -REPETITIVE MEMBER STRESSES NOT USED. -ADDITIONAL PLATING FOR HAfIOLITIG TRUSSES I5 RESPONSIBILITY OF FABRICATOR. -THIS TRUSS IS DESIGNED ONLY FOR THE LOADS SHOWN. PROVISION FOR THE PPEVENTION OF PONDING MUST BE 14ADE AND IS NOT THE RESPONSIBILIT'i OF THE TRUSS FABRICATOR OR CLARY. -ANTICIPATED HORIZONTAL MOVEMENT UNDER TOTAL LOAD - .291' 3-11-11 1-4-6 3-2-12 RUN 4-5-0 4-3-3 4-3-3 5-7-8 6-0-0 3-9-4 RUN 1-5-14 1-5-14 Max Height 8-10-3 74 PLF 12 Q 6 ti �Xs D A \12 6 17 \ m N 1839N (3.5)72% � �� 1010 18391K m I 4x8 -GX123x4 3x4 3x8 l CIO (3.51 53% v Exit 3x4 rn 3x12®2.85 f° 20 PLF 12 1-4-8 4-6-0 6-3-0 6-3-0 5-7-8 6-0-0 7-0-0 42 #2 #2 /2 !2 02 1-4-0 2x4 2x4 2x4 2x4 2x4 2x4 1-4-0 37-0-0 BUILDING TYPE: ENCLOSED RESIDENTIAL CODE: STNIKDARD BUILDING CODE (SBCCI 1991) WIND SPEEI: 110 MPH MEAN ROOF HEIGHT: 13 FT. TRUSS LOCATION: (Se) area 8 UPLIFT CONNECTION REQUIRED: 7�a AT EACH SUPPORT LOCATION. NET WINO PRESSURES BASED ON DEAD LOAD SHOWN BELOW. SEE NOTES 10 AND it ABOVE FOR CHORD BRACING REQUIREMENTS. No trusses: 2 THIS TRUSS ANALYZED WITH PPSA r EU 3/a5��3 Maximum deflection occurred 40.63' from the left end of bottom panel 02. (/ Maximum PPLive Load Deflection of ,406' (6/16), Index-.332, (L/1085) Maximum PPTotal Load Deflection of .636" (10/16), Index-.347, (L/693) �,v dif CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBER TRUSS 37'0" H-17 7-6 W l ALPINE ENGINEERED PRODUCTS Int 2X4 Y2 N SP ENG, FOR: TRUE TRUSS INC - }vC 1801 S. GSW PKWY. V,�000 2-0-0 LL TC 30 _ BC LUMBER PROJECT: CENTER 3706 A 6 B DATE: 27 Jan 1993 DRANO PRAIRIE, TX 75051 7.0 DL TC 7 2X6 MS Ds 5P �OF/ (f 1214) 650-3940 -PLAT(:AREA: 7NL. FOfSYL LL BC 0 WEBS LAYOUT ID: / 618 33 OL BSCALE: C 10 2X4 A3 SP ADDRESS: __ -- MEMBER TRUSS PLATE INSTITUTE 33. TOTAL 47 EXCEPT AS MAY BE NOTED I 1/8 � 11 LU48ER SHALL BE OF INC SPECIFIED MINIMUM DUDES, 5) CDr1NEC10R PLATES SHALL BE INSTALLED SfNI4ETRICALL'/ ON t0) ALL TENSIOU CHORD MEMBERS ASS•JMED f0 BE COITIIDO'JSLI 131 4' INDICATES LATERAL BRACING MEMBER ?114 HILI.) SPECIES, AID 191 MAXIMUM 0401STIME COHIENT. OR SUCH THAT THE J0114T. BRACED BY EITHER 3/8" (Mlle) PL+NO00 SHEATHII+G. 1/2' 141 INSTALLATIGII AIM.EPEC7I011 GF THE TRUSS. PERMAIEIIT. AIIG 15 OF M GnEP ALLOWABLE STRESS /FLUES, ALL VALUES VSEO 61 TGP CnCAG SPLICES ARE NOT RECOMMENDED TO OCCUR IMI Ni DRYWALL CX+ BRAC IHG MEMBERS SPACED 10' 4 C. INAAj. tENPCAAP+DPACIHG SnbJLG BE GO1E IN ACCGPGFrICE Mlin FOP DESIGN AAE BASED O4 THE LATEST EOIit O+ GF TnE N1A- GIPECTL+ ABOVE A BDtTGM CHORD SPLICE. UNLESS NOTED OTHERWISE. CURRENT TPI BRACING APD ERECTION PJBL TCA iI DNS. TIONAL GESIGt+STAHOARDS PUBLISHED BY THE NATIONAL 7) V-2000 APPROVAL N1A4BERS: UBC 2342. FnA TCB 2014. SSCC I1) ALL COMPRESSION CHORD ME14SERS ASSUMED TO BE CC ITINUDVSLY15j Th I5 DESIGN CDfB'DRMS TO CURRENT IPI DESIGN SPECIFICA- FORESi PRODUCTS ASSOCIATION. 7251. BOCA FILE 86-125 SPACED BY EITHER 3/8" VIII.) PLYW30D SHEATHING, 1/2' TIONS FOR METAL PLATE Cpx1ECTEG WOOD TRUSSES AI6 2) THIS DESIGN IS BASED ON CLARY CONNECTOR PLATES ONLY. B) THIS TRUSS HAS BEEN DESIGNED FOR THE LOADING SHOWN (MIH.) DRYWALL OR BRACING MEMSEPS SPACED AT 16' 0 C. OUALIT'+ STANOAROS FOP TRUSSES. 3) _ cT OR PLATES SIZES ARE BASED ON AXIAL FORCES ONLY. OI THIS DRAWING. INSTALLATION AND USE SHALL CONFORM (MAX), UNLESS NOTED OTHERWISE, 16) NO ME14BEA OF THE TRUSS MAf BE CUT GR M�IFIEO III ANY WAI. •) CIXFIE C TGR PLATE SIZES ARE CALLED PUT WIDTH (ACROSS SLOTS) WITH THIS DESIC44 12) ® INDICATES BEARING LOCATION. 17) SPECIAL HAfDLIIIG CAPE SHOULD BE TAKE(] GURING SHIPPI113 MAI BY LENGTH IALDHG SLOTS) AND THE ORIENTATION OF THE 9) THIS DESIGN IS APPLICABLE TO SHOPTEP SPAN TRUSSES OF ERECTION OF TRUSSES SEE nID-91 FOR PECCMMENOATIONS SIZEC T7TIrN Of 'THE PLATE LENGTH MENTICALO D iG AND CONFIGURATION. -CONFIGURATION AND LOADING SPECIFIED BY FABRICATOR -REPETITIVE MEMBER STRESSES NOT USED. -ADDITIONAL PLATING FOR HANIDLING TRUSSES IS RESPOIISIBILITY OF FABRICATOR. -THIS TRUSS IS DESIGNED ONLY FOR THE LOADS SHONBI, PROVISION FOR THE PREVENTION OF PONDING MUST BE I4AOE AND IS NOT THE RESPONSIBILITY OF THE TRUSS FABRICATOR OR CLARY. -ANTICIPATED HORIZONTAL MOVEMENT UNDER TOTAL LOAD .314' 2-5-8 RUN 4-6-0 5-3-0 5-3-0 5-2-0 3-4-8 5-4-8 5-7-8 RUN 1-5-14 f-5-l4 74 PLF Max Height 7-10-3 12 � 4 6 5 f`J� Cl m S`tS At 1 3x4 12 6 D A 2�9 o +6 1839M \ I`I 1839# [3.5]53% 3x4 j o rnI 7x11 3x4 a'1 6117 3x7 ry [3.5)53% 0 3x4 3x11 N 3112 a 2.85 20 PLF 12 2-5-8 4-6-0 5-3-0 5-3-0 5-2-0 3-4-8 11-0-0 020s i2 t2 /2 02 /20s D 1_4_0 2x4 2x4 2x4 2z4 2x4 2x4 1-4-0 ) 37-0-0 BUILDING TYPE: ENCLOSED RESIDENTIAL CODE: STANDARD BUILDING CODE (SBCCI 1991) WIND SPEED: 110 MPH MEAN ROOF HEIGHT: 13 FT. TRUSS LOCATION: (Se) area UPLIFT CONNECTION REOUIRED: "I"do AT EACH SUPPOH" LOCATION, NET WIND PHESSURES BASED ON DEAD LOAD SHOWN OELOW. SEE NOTES 10 AND 11 ABOVE FOR CHORD BRACING REOUIREMENTS. No trusses: i THIS TRUSS ANALYZED WITH PPSA n Maximum deflection occurred 26.25' from the left end of bottom panel M3. �PzE V 3 -a 5�-/ 3 Maximum PPLive Load Deflection of .378' (6/16), Index-.309, (L/1165) 144 Maximum PPTotal Load Deflection of .593' (9/16), Index-.323, (L/743) !�U If ND CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 37'0` H-15 T-5 8f1 ALPINE ENGINEERED PRODUCTS Inc V�2000 2-0-0 LL TC 30 2X4 02 N SP ENG. FOR: TRUE TRUSS INC - 1801 S. GSW PKWY. BC LUMBER PROJECT: CENTEX 3706 A & 8 DATE: 27 Jan 1993 GRAND PRAIRIE. Tx 75051 7.0 DL TC 7 2X6 #1 DS SP OF 1214) 660-3940 -PLATE AREA: INC. FOR STL- LL BC 0 WEBS LAYOUT I0: 590 33.33 OL BC 10 2X4 03 SP ADDRESS: -A SCALE: MEMBER TRUSS PLATE INSTITUTE TOTAL 47 .EXCEPT AS MAY BE NOTED 1) LL14WO SHALL BE OF THE SPECIFIED MIHIMM GRADES. 51 CONNECTOR PLATES SHALL BE INSTALLED S'YMNEIRICALL'Y 014 10) ALL TENSION CHORD MEMBERS ASSUMED TO BE CO TINWIJSLY 131 -0- INDICATES LATERAL BPACIUG MEMBER I1f4 MIN.) SPECIES. AD 19" MAXIMUM MOISTU" CONTENT, OR 5•JCM THAT THE JOINT. BRACED BY EITHER 3/8" TMS") PLYWOOD SHEATHING. 1/2' 14) INSTALLATION AD ERECTION 5F THE TRUSS, PERMANENT. AUG IS OF HI GHEP ALLOWABLE STRESS VALUES. ALL VALUES USED Bj IOP CHCiW:SPLICES APE HOT RECOMMENDED TO OCCUR THIN) DRYWALL DR BRACING MEMBERS SPACED 10' 0. NMAA1. TEMPCPAP', BPACSNG SHGJLL SE DONE IN ACCORDANCE WITn FOP DESIGN ARE BASED DN THE LATEST EDITION OF THE HA- DIRECTLY ABOVE A BOTTOM CHORD SPLICE. UNLESS NOTED OTHERWISE. CURRENT TPI BRACING AND ERECTION P'JBLICATIGNNS. IIONAL DESIGN STANDARDS PUBLISHED BY THE NATIONAL 71 V-2000 APPROVAL NUMBERS: UBC 2342, FHA 7CB 2014. SBCC %I) ALL COMPRESSION CHORD MEMBERS ASSUMED TO BE CGNTINUOUSLh5) THIS DESIGN CONFORMS TO CURRENT TPI DESIGN SPECIFICA- FOREST PRODUCTS ASSOCIATION. 7251, BOCA FILE 86-126 BRACED BY EITHER 3/8" (MIN.) PLYHOGD SHEATHING. 1/2' TIO6 FOP METAL PLATE MRIECTEG WOOD TRUSSES AND 2) 1 IS DESIGN 15 BASED ON CLARY CONNECTOR PLATES ONLY. BI THIS TRUSS HAS BEEN DESIGNED FOR THE LOADING SHOWN (MIN.) DRYWALL OR BRACING MEMBERS SPACED AT 16' G.C. DUALITY STANDARDS FGR TRUSSES. 31 CO+NECTGR PLATES SIZES ARE BASED ON AXIAL FORCES ONLY. ON THIS DRAWING, INSTALLATION AND USE SHALL CONFORM (MAX), L94LESS NOTED OTHERWISE. t61 NO MEMBER OF THE TRUSS MAt BE CUT GR 14001FIED IN ANY NAY. 4) Car1ECT' ELATE SIZES APE CALLED OUT WIDTH iACROSS SLOTS) WITH THIS DESIGN. t2) ® INDICATES BEAP1113 LOCATION. 17) SPECIAL HANDLING CAPE SHOULD BE TAKEN OLATNG SHIPPING AND BY LENGTH SLOTS) AND THE ORIENTATION OF THE 9) THIS DESIGN IS APPLICABLE TO SHORTER SPAN TRJSSES OF ERECTION OF TRUSSES SEE HIB-9/ FOP RECO1nENOATIGNS SIZE C rTrN OF THE PLATE LENGTh, N CONFIGURA710N. -CONFIGURATION AND LOADING SPECIFIED Be FABRICATOR -REPETITIVE MEMBER STRESSES HOT USED. -ADDITIONAL PLATING FOR HANDLING TRUSSES IS RESPONSIBILIT'! OF FABRICATOR. -THIS TRUSS I5 DESIGNED ONLY FOR THE LOADS SHOWN. PROVISION FOR THE PREVENTION OF PONDING MUST BE MADE AND IS NOT THE RESPONSIBILITY OF THE TRUSS FABRICATOR OP CLARY. RUN 8-7-8 6-4-8 4-8-0 4-11-8 5-4-8 4-4-8 4-7-8 RUN 1-5-14 1-5-14 74 FILE Max Height 6-10-3 12 �)6 5f yD 12 3x4 N SSS D '•`\ 6 G� \�\ PL Im 1839# (3.5372X I bXIZ 3x4 3x7 1839# [3.5172% m 3x11 30 Ny 5x5 m CU 20 PLF 6-7-8 6-4-8 4-8-0 4-11-8 5-4-8 9-0-0 1-4-0 1-4-0 _ 37-0-0 D BUILDING TYPE: ENCLOSED RESIDENTIAL CODE: STANDARD BUILDING CODE (SBCCI 1991) WIND SPEE:: 110 MPH MEAN ROOF HEIGHT: 13 FT. TRUSS LOCAITON: (Se) area UPLIFT CONNECTION REQUIRED: AT EACH SUPPORT LOCATION. NET WIND P9FSSURES BASED ON DEAD LOAD SHOWN BELOW. SFE NOTES 1) AND i1 ABOVE FOR CHORD BRACING REQUIREMENTS. No trusses: 1 THIS TRUSS ANALYZED WITH PPSA Maximum deflection occurred 37.19' from the left end of bottom panel 04, V 3/.:�SM Maximum PPLive Load Deflection of .296' (5/16), Index-.242, (L/1488) f4A Maximum PPTotal Load Deflection of .464" (7/16), Index-,253, (L/949) CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 37'0' H-13 ALPINE ENGINEERED PRODUCTS Inc2X4 #2 N SP ENG, FOR: TRUE TRUSS INC - !/ 1001 S. GSW PKWY. V�ODD 2-D-0 LL TC 3Q BC LUMBER PROJECT: CENTER 3706 A 6 B DATE: 27 Jan ]993 /-� GRAND PRAIRIE. TX 75051 7'0 _ DL TC 7 LAYOUT IO: J 2X4 #2 N SP L�OF� (214) 660-3940 LA (214) INC FOR STL LL BC 0 WEBS 402 DL BC SO 2X4 #3 SP ADDRESS: SCALE: MEMBER TRUSS PLATE INSTITUTE 33 33 TOTAL 471/8 EXCEPT AS MAY BE NOTED JJJ I! LL14BEA SHALL BE OF THE SPECIFIED MINIMUM GRADES, 5) CGx1ECTOR PLATES SHALL BE INSTALLED SY1aETRICALLY ON 10) ALL TENSION CHORD MEMBERS ASSUMED TO BE COU / TINUOJSLI 13! ' 1NDICATES LATERAL BRACING MEMBER ItXA NIN.i SPECIES. AIA) 193 MAXIMUM MOISTURE CONTENT. OR SUCH THAT THE JOINT. BRACED 81 EITHER 3/B" (NIII) PLYWOOD SHEATHING, I/2- 141 INSTALLATION ALIO EPECTIGN OF THE TRUSS, PEGMAtrt NT, AIIC IS GF HIGHER ALLOWABLE STRESS VALUES, ALL IALIES USED 6; TOP CHORD SPLICES ARE HOT RECOMMENDED TO OCCUR IMIN) DRYWALL OP BRACING PE14BERS SPACED 10' 0.c. (MAY;, TEMPORARY BRACING SHOULD BE DG1E IN ACCGPCAIICE WITH FOP DESIGN ARE BASED O4 THE LATEST EDITION OF THE NA- DIRECTLY ABOVE A BOTTOM CHORD SPLICE. UNLESS NOTED OTHERWISE. CURRENT TPI SPAC114G APA)ERECTION PUBLICATIONS. T I GNAL DESIGN STANDARDS PUBLISHED BY THE NATIONAL 7: V-2000 APPROVAL MNMBERS: UBC 2342, FnA TCB 2014. SBCC 11) ALL COMPRESSION CHORD MEMBERS ASSUMED TO BE CONTINUOUSLYI5) THIS DESIGN CONFORMS TO CURRENT TPI GESION SPECIFiCA- FOREST PRODUCTS ASSOCIATION. 7251, BOCA FILE 86-125 BRACED BY EITHER 3/8" (MIN.) PLYWOOD SHEATHING. 1/2' TIC44S FOR METAL PLATE CONNECTEG WOOD TRUSSES AND 21 THIS DESIGN IS BASED 014 CLAR'i CGJNECTOR PLATES ONLY. BI THIS TRUSS HAS BEEN DESIGNED FOR THE LOADING SHOWN IMIN.) DRYWALL OR BRACING MEMBERS SPACED AT 16' o.0. QUALITY STANDARDS FOR TRUSSES. 3) CONNECTOR PLATES SIZES ARE BASED ON AXIAL FORCES ONLY. ON THIS DRAWING. INSTALLATION AND USE SHALL CONFORM (MAX). UNLESS NOTED OTHERWISE. 16) 110 MEMBER OF THE TRUSS MAY BE CUT OR MODIFIED IN ATI/ MAY. 47 CONHECIOR PLATE SIZES ARE CALLED OUT WIDTH IACRGSS SLOTS) WITH THIS DESIGN. 12) ® INDICATES BEARING LOCATION. 17) SPECIAL HANDLING CARE SHOULD BE TAKEN DURING SHIPPIIIG ANO BY LENGTH (ALONG SLOTS: AND LG THE ORIENTATION OF THE 9) THIS DESIGN IS APPLICABLE TO SHORTER SPAN TRUSSES OF ERECTION OF TRUSSES. SEE HI8-91 FOR PECOmMENOATIONS 517 C UT CTIQR OF ItE PLATENGT N C IG AND CONFIGURATION, -COHFIGURATIO11 AND LOADING SPECIFIED BV FABRICATOR -REPETITIVE MEMBER STRESSES NOT USED. -ADDITIONAL PLATING FOR HANDLING TRUSSES IS RESPONSIBILITY OF FABRICATOR. -THIS TRUSS IS DESIGNED ONLY FOR THE LOADS SHOWN. PROVISION FOR THE PREVENTION OF PONDING MUST BE MADE AND IS NOT THE RESPONSIBILITY OF THE TRUSS FABRICATOR OR CLARY. 3-B-12 RUN 5-7-8 5-4-8 3-10-B 4-0-4 3-8-4 3-8-4 7-0-0 RUN 1-5-14 1-5-14 74 PLF Max Height 5-10-3 12 Q 6 �5 ITT sX 12s N I 6 3x4 3x6 N 3x4 \ I In \ 1839# In r (3.5172% I (oNt1Z T 3x4 3x7 j Tv 1839# 3x7 5x6 3x4 4x11 In [3.5172% NN CU 20 PLF 3-8-12 11-0-0 3-10-8 4-0-4 7-4-8 7-0-0 1-4-0 1-4-0 37-0-0 BUILDING TYPE: ENCLOSED RESIDENTIAL CODE: STANDARD BUILDING CODE (SBCCI 1991) WINO SPEED: 110 MPH MEAN ROOF I4EIGHT: 13 FT. TRUSS LOCATION: (Se) area UPLIFT CONNECTION REQUIRED: 01p Id AT EACH SUPPORT LOCATION. NET WIND PRESSURES BASED ON DEAD LOAD SHOWN BELOW. SEE NOTES 10 AND 11 ABOVE FOR CHORD BRACING REQUIREMENTS. No trusses: i THIS TRUSS ANALYZED WITH PPSA ICU 31 �5��3 Maximum deflection occurred 25.81' from the left end of bottom panel N5. Maximum PPLive Load Deflection of .38' (6/16), index-.311, (L/1159) n Maximum PPTotal Load Deflection of .596" (10/16), Index-.325, (L/739) U/ Irl1� N CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 37'0" H-11 T-3 1� ALPINE ENGINEERED PRODUCTS Inc V2000 2-0-0 LL TC30 2X4 /2 N SP ENG. FOR: TRUE TRUSS INC - 1801 S. GSW PKWY. BC LUMBER PROJECT: CENTEX 3706 A & B DATE: 27 Jan 1993 GRAND PRAIRIE, TX 75051 7.0 OL TC 7 2X4 #2 N SP 1_OF��� (214) 660-3940 PLATE AREA: -- -I�. ftp 5�FL LL BC 0 WEBS LAYOUT ID: (fJ 464 33.33 OL BC 10 2X4 #3 SP ADDRESS: SCALE: MEMBER TRUSS PLATE INSTITUTE TOTAL 47 EXCEPT AS MAY BE NOTED 1/8 II LO4BER SMALL BE OF THE,SPECIFIED MINIMJMI GRADES, 5! COMECTOR PLATES SMALL BE IIISTALLED S/W4ETRICALLT p1 10) ALL TENSION CHORD MEMBERS ASSO4EG TO BE CaIT INNUIXISLH 13! / IHU1CAlE5 LATERAL BRAC Itrt. ME I4BER (1X4 Hlfl.i SPECIES, ND 1Es MAXIMUM MOISTURE CONTE N I, OR 5''JCM THAT THE JOI t41, ePACED BV EITHER 3/B" IMlrl) PL011000 SIE A TMIIIG. 1/2' JA! IIISTALLAIICII AID EPECTIOII OF THE IRU$5, PERMArIEIIT, AND 15 OF HIGHER At LOMABLE STPESS V/LUES, ALL on USED fij 1GP CHORD SPLICES ARE HOT PE COM14Et10ED TO OCCUR IM lMi DRVMILL 0P BRAC ItIG ME H8EH5$PACED 1G O.c. IMA/t. TEHPCRAPr BRACHIO SIGJ V,BE DWIE Ita ACCGPGf HCE NlTn FOR DESI GI ARE BASED O1 THE LATEST EDITION OF THE IIA- GIRECTL'N ABOVE A BOTTOM CHORD SPLICE. UIKESS 140TE0 OTHERWISE. CURRENT TPI BRACING MND ERECTION P''-OLICATIONS. TIOIAL DE51GN STANDARDS P1IBLISnED BY HE NATIONAL 71 V-2070 APPROVAL N'UMBEPS1 UBC 2342, FMA TCB 2OtA. SBCC 111 ALL COMPRESSION CHORD MEMBERS ASSUMED TO BE CONTINUOUSL-+151 THIS DESIGf.COEDRAIS TO C:IPRENT TPI DESIGII SPECIFICA- FOREST PRODUCTS ASSOCIATIOI. 7251. 0DCA FILE 86-125 BRACED Be EITHER 3/e" (MIN.( PLYWOOD SHEA TH IVIG. 1/2" TIONS FOR METAL PLATE CCtINECTED MOOD TRUSSES AID 2) THIS DESIGN IS BASED ON CLARY CONNECTOR PLATES OIA,Y. B) THIS TRUSS HAS BEEN DES GfIED FOR THE LOADING SHOWN (MIN.) DRYWALL OR BRACING MEMBERS SPACED AT 16' O.c. QUALITI STA1DARDS FOR TRUSSES, 3) COaNECTOR PLATES SIZES ARE BASED ON AXIAL FORCES ONnY. al TH15 DRAWING. INSTALLATION AND USE SMALL CONFORM IMAx), UNLESS NOTED OTHERWISE. 16! tG MEMBER OF THE iR'J55 NpY BE CUT OR IMJC.IF[EO Ill ANY WAN. 4) C3144ECTOR PLATE SIZES ARE CALLED OUT W1 DIM (ACROSS SLOTS) WI 7H THIS DESIGN. 12) ® INDICATES BEARINO LOCATION. 171 SPECIAL HANDL IVIG CAPE SHOULD BE ipKEN CVP VNO SNI Pv 1113 At1O BI LENGTH (ALONG SLOTS) AND THE ORIENTATION OF THE 91 THIS DESIGN IS APPLICABLE TO SHORTER SPAN TRUSSES OF EPECTION OF TRUSSES SEE HIB-9/ FOR HECGMMEIDATIONS :TION OF THE PLATE NGTH, IrENTIgAL LOADING AND CONFIGURATION. —CONFIGURATION AND LODGING SPECIFIED Be FABRICATOR —REPETITIVE MEMBER STRESSES NOT USED. —ADDITIONAL PLATING FOR HANDLING TRUSSES IS RESPOIISIBILITY OF FABRICATOR. —THIS TRUSS IS DESIGNED ONLY FOR THE LOADS SHOWN. PROVISION FOR THE PREVENTION OF PONDING MUST BE 14ADE AND IS NOT THE RESPONSIBILITY OF THE TRUSS FABRICATOR OR CLAR'(. 3-6-4 RUN 4-7-8 4-4-8 5-2-1 6-3-13 4-5-9 3-6-4 5-0-0 RUN 74 PL F 1-5-14 1-5-14 Max Height 4-10-3 12 Q 6 12 6 r 3x4 Iu 5x5 3x4 \ \ o 5 I m �`\ 1839N c [3.5172% o ♦2 7 1 axe 3x4 1 I ^1 1839* 3x7 3x4 5x6 5x11 x [3.5172% N 20 PLF 9-0-0 5-2-1 6-3-13 4-5-9 7-0-8 5-0-0 e2 02 rat 62 #2 1-4-0 1-4-0 37-0-0 I] BUILDING TYPE: ENCLOSED RESIDENTIAL CODE: STANDARD BUILDING CODE (SBCCI 1991) WIND SPEED: 110 MPH MEAN ROOF HEIGHT: 13 FT. TRUSS LOCATION: (Se) area UPLIFT CONNECTION REQUIRED: AT EACH SUPPORT LOCATION. NET WIND PRESSURES BASED ON DEAD LOAD SHOWN BELOW, SEE NOTES 10 AND 11 ABOVE FOR CHORD BRACING REQUIREMENTS. No trusses: i THIS TRUSS ANALYZED WITH PPSA Maximum deflection occurred 40.19' from the left end of DOttom panel 04. (QEIJ Maximum PPLive Load Deflection of .472" (8/16), Index-.386, (L/933) A Maximum PPTotal Load Deflection of .74" (12/16), Index-.403, (L/595) RECOMMENDED CAMBER: .4" CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING IPSF) TC LUMBER TRUSS: 37'0" T-2 ALPINE ENGINEERED PRODUCTS Inc V2000 2-0-0 LL TC 30 2X4 a2 N 5P ENG. FOR: TRUE TRUSSS INC - 1801 S. GSW PKWY. 0 BC LUMBER PROJECT: CENTEX 3706 A & 8 DATE: 27 Jan 1993 7 GRANO PRAIRIE. TX 75051 OL TC 7 2X4 02 DS SP JIFZ �,21x) 660-3940 PLS ARBA: N3 C�OR�TL LL BC 0 WEBS LAYOUT I0: 514OL SC 10 2X4 #3 SP ADDRESS: SCALE: MEMBER TRUSS PLATE INSTITUTE 33.33 L 47 TOTAL EXCEPT AS MAY BE NOTED __ 1/8 1) LUMBER SMALL BE OF THE SPECIFIED MINIMUM WADES, 5) COFIIIECTOR PLATES SHALL BE INSTALLED SfAMETRICALLI ON 10) ALL TENSION CHORD MEMBERS ASSUMED TO BE CONTIUUOUSLI 13) � INDICATES LATEPAL BPACP46 14EMSEP 1114 MIII.! SPECIES, At4) 191 MASIRtH MOISTURE CONTENT, OR SUCH THAT THE JaWT_ BRACED B+EITHER 3/8" CHIN) PL'IMOOO SHEATHING, 1/2' -A) INSIALLATI;.r1 AIro EPECT1Gtl Gf THE TPUSS, PEFMAr DENT, AIIG tS OF HIGHER ALLOWABLE STRESS VALUES, ALL VALUES USED 6; TOP CHORD SPLICES ARE HOT RECOMMENDED TO OCCUR (MINI DRYWALL OR SPACING MEMBERS SPACED -G' o.c. (MAs;. TEMPCRARI BPACIH'S SnOJLC.BE DUE III ACCORCAHCE WITH FOR DESIGN ARE BASED ON THE LATEST EOITION GF THE NA- DIRECTLY ABOVE A SDTTC44 CHORD SPLICE. UNI.ESS NOTED OTHERWISE. CURRENT TPI BRACING AIL EPECTIG14 P•.iBLICATIGIS. TIONAL DESIGN STANDARDS PUBLISHED BY THE NATIONAL 71 V-2000 APPROVAL NUMBERS; UBC 23A2. FHA ICE 2044. SBCC 11) ALL COMPRESSION CHORD MEMBERS ASSUMED TO BE CONTI141JOUSL1151 THIS DESIGN CONFORMS TO C'JPREIIT IPI DESIGN SPECIFICA- FOREST PRODUCTS ASSOCIATION 7251. BOCA FILE 86-125 BRACED By EITHER 3/0" !MIN.) PLYN000 SHEATHING. 1/2' TIONS FOR METAL PLATE CGNNECTEG MODE)TRUSSES ANG 21 THIS DESICII IS BASED WM CLARY COMINECTOR PLATES ONLY. 81 THIS TRUSS HAS BEEN DESIGNED FOR THE LOADING SHOWN (MM.) DRYWALL W BRACIHG MEMBERS SPACED AT 16' o.c. OUALITY STANDARDS FGR TRUSSES. 3) COrn1ECTW PLATES SIZES ARE BASED W1 AXIAL FORCES OILY. Oil THIS DRAWING. INSTALLATION AIlD USE SHALL COW 004 IMAY), L44LESS NOTED OTHERWISE. 16! IID MEMBER GF THE TRUSS MAI BE CUT GR MODIFIED III ANI MAY. 4! ;.WWIECTOR PLATE SIZES ARE CALLED OUT WIDTH (ACROSS SLOTS) WITH THIS DESIGN 12) ® INDICATES BEARING LOCATION. 17) SPECIAL HANDL1115 CARE SHOULD 6E TAMEII CURING SHIPPING AND BI LWIGTH IALWIG SLOTS) AND THE DRIENTAT10H OF THE 91 THIS DESIGN IS APPLICABLE TO SHORTER SPAN TRUSSES OF ERECTION OF TRUSSES. SEE HIB-91 FOR PECOMMENDATIWNS TION OF I&PLATE LENSED- N C CW G -COIdFIGURATTGN AND LOADING SPECIFIED BY FABRICATOR -ADDITI6HAL PLATING FOR HAIIGLITIG TPUSSES IS PESPONSIBILITe OF FABPICATGR. -THIS TPU55 I5 DESIGNED ONLY FOR THE LOADS SHONTI. PRO'JISIDN FOR THE PREVESITIOII OF PGNDING MUST BE MADE AND IS (MGT THE RESPONSIBILITY OF THE TRUSS FABRICATOR OR CLARY. RUN 3-9-8 3-2-8 4-4-2 4-5-14 4-5-14 4-7-10 4-6-4 4-6-4 3-0-0 RUN 74 1 167 PL F 1-5-14 2x4 2x4 2x4 1-5-f4 7_ _Q Max Height 3-10-3 12 12911 Q6 4x4 x 9x11 CU N 4x4 2fi3 \ I t�, o ( 4195# 0 M l 2 5x9 M 3x6 I N (3.5}40% m Q N 3804# 4x4 4xe m 3x6 Bxs 5x7 CU (3.5)36% 45 PLF 7-0-0 4-4-2 4-5-14 4-5-14 4-7-f0� 4-6-4 4-6-4 3-0-0 20 1-4-0 f-4-0 7 _O 37-0-0 529# 1' BUILDING TYPE: ENCLOSED RESIDENTIAL CODE: STANDARD BUILDING CODE (SBCCI 1991) WIND SPEED: 110 MPH MEAN ROOF HEIGHT: 13 FT. TRUSS LOCATION: (Se) area UPLIFT CONNECTION REOUIRED: /3�# AT EACH SUPPORT LOCATION. NET WIND PRESSURES BASED ON DEAD LOAD SHOWN BELOW. SEE NOTES 10 AND It ABOVE FOR CHORD BRACING REQUIREMENTS. No trusses: 1 Special Loading: Refer to Loading Diagram REU 3/>-��1 ) THIS TRUSS ANALYZED WITH PPSA F)A 3 Meaber5 Required Maximum deflection occurred at bottom joint 06. FASTEN EACH PLY TOGETHER WITH: Maximum PPLive Load Deflection of .539" (9/16), Index-.441, (L/817) w IN TOP 16d Nai1S f2"O.C. Maximum PPTotai Load Deflection of .B45' (14/16), Index-.46, (L/521) BOT 16d Nails 12"o.C. n /1 I)../ WEB 16d Nails 12'D.C. RECOMMENDED CAMBER: .46" 1/J ``fV_ FASTEN AT OR NEAR ALL PANEL POINTS. DO NOT NAIL OR BOLT THROUGH TRUSS PLATES. CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 37'0" H-7 T-1 ALPINE ENGINEERED PRODUCTS Inc 2X6 NS OS SP ENG. FOR: TRUE TRUSS INC LL TC 30 V 2000 2-0-0 Ly fool S. GSW PKWY. BC LUMBER PROJECT; CENTER 3706 A & B DATE: 27 Jan 1993 J GRAND PRAIRIE. Tx 75051 7'0 OL TC 7 2X6 N1 DS SP OF 12141 660-3940 PLATE-AREA: INC. FOR SIC LL BC 0 WEBS LAYOUT IO: 896 OL GC 10 2X4 N3 SP ADDRESS; I ME MBER TRUSS PLATE INSTITUTE . 33.33 S LE: TOTAL 47 EXCEPT AS MAY BE NOTED 1/8 I! LU48ER SMALL BE OF THE SPECIFIED 04IIIIWJ14 GRADES. 5) COMIECTOR PLATES SMALL BE INSTALLED SYMIETRICALL'f ON 10) ALL TENSION CHORD MEMBERS ASSUMED TO BE CONT II4XPJSL( 13) 7 INDICATES LATEPAL BRFCING MEMBER Ifx4 kill.) SPECIES, A14D 192 MAXIMUM MOISTURE CONTENT, OR S-CM THAT THF JOINT. SPACED BY EITHER 3/8' (1I11) PLYWOOD SHEATHING. 1/2' JA! INSTALLATIGN AND ERECTtC1 GF THE TRUSS, PERMANENT, ANC IS OF HIGHER ALLONABLE STRESS IALUES, ALL VALUES USED a) TGP CNC440 SPLICES ARE NOT RECOMMENDED TO OCCUR (MIN) DRYWALL OR BRACING MEMBERS SPACED 10' 0.C. IMAX). TEMPCPAP4 BRACING SHOJLG BE DONE IN ACCGPGANCE All FOR DESIGN ARE BASED 014 TME LATEST EDITION OF THE 11A- DIRECTLY ABOVE A BOTTOM CHORD SPLICE. UNLESS NOTED OTHERWISE. CURRENT TPI BRACING ANG ERECTIC44 P-JBLICATIGNS. T IDNA L DESIGN STANDARDS PUBLISHED BY TME NATIONAL 7) V-2000 APPROVAL NUMBERS: UBC 2342, FHA TCB 2014, SBCC IT) ALL COMPRESSION CHORD MEMBERS ASSUMED TO BE CONTINU0USL'r15j THIS DESIGN CONFORMS TD CURRENT TPI DESIGN SPECIFICA- FOREST PRODUCTS ASSOCIATION. 7251, BOCA FILE 86-125 BRACED BY EITHER 3/8^ (MIN.) PLYWOOD SHEATHING. 1/2' TIONS FOR METAL PLATE CGNIECTEO WOOD TRUSSES AND 21 THIS DESIGN 15 BASED ON CLAP?CONNECTOR PLATES OILY. 8) THIS TRUSS HAS BEEN DESIGNED FOR T14E LOADING SHOWN (MIN.) DRYWALL OR BRAC1140 MEMBERS SPACED AT 16' P.C. OUALITI STAHOARD5 FOR TRUSSES. 3) CONNECTOR PLATES SIZES ARE BASED ON AXIAL FORCES ONL'4, Oil THIS DRAWING. INSTALLATION AND USE SHALL CONFORM (MAX), LALESS NOTED OTHERWISE. 16) NO MEI4BEP OF THE TRUSS 14A'I BE COT fA'4 449G NNIFIE6 IN AN4 WA?. 4) CONNECTOR PLATE SIZES ARE CALLED OUT WIDTH (ACROSS SLOTS) WITH THIS DESIGN 12) ® INDICATES BEARING LOCATION. 17) SPECIAL HANOLING CARE SHOULD BE TAKEN DUPING SHIPPING AND B? LE14GTM (ALONG SLOTS) ANO THE DFIIENTATIO14 OF THE 91 THIS DESIGN IS APPLICABLE TO SHORTER SPAN TRUSSES OF ERECTION OF TRUSSES. SEE HIB-91 FOR PECGMI4ENDATIONS 517E CALL QuT Ik THE 121HECTIC44F THE PLATE LENGTH. O 4T C G AND CONFIGURATION, -CONFIGURATION AND LOADING SPECIFIED BY FABRICATOR -ADDITIONAL PLATING FDR HANDLING TRUSSES IS RESP0115I5ILI11 OF FABRICATOR. -THIS TRU55 IS DESIGIIED ONLY FOR THE LOADS SHOWN, PROVISION FOR THE PREVENTION OF POHDIIIG 14UST BE MADE AND IS IIGT THE RESPONSIBILITY OF THE TRUSS FABRICATOR OR CLARY. -ANTICIPATED HGRIZC44TAL MOVEMENT UNDER TOTAL LOAD - .346' 4-0-12 1-10-0 RUN 4-6-0 4-0-12 4-2-8 3-8-0 3-8-0 5-4-8 5-7-8 RUN 1-5-14 1-5-14 Max Height 8-9-3 74 PLF 12 Q 6 12 6 6x 11 x 3x4 SaS 12 I 1839# I Q l 1839# [3.5)72% mI exit 6x8 5X6 3x7 10 1 [3.5153% 7x11 a 4x11 x 3X12 2.es " 20 PLF 12 4-0-12 4-6-0 4-0-12 6-0-8 7-4-0 11-0-0 /2 02-~ 02 I2 r2 - -- 1-4-0 2x4 2x4 2x4 2x4 2x4 1-4-0 37-0-0 (�j BUILDING T 'PE: ENCLOSED RESIDENTIAL �� CODE: STAN)4RO BUILDING CODE (SBCCI 1991) WIND SPEED: 110 MPH . MEAN ROOF HEIGHT: 13 FT. TRUSS LOCATION: (Se) area UPLIFT CONNECTION REQUIRED: AT EACH SUPPORT LOCATION. NET WIND PRESSURES BASED ON DEAD LOAD SHOWN BELOW. SEE NOTES 10 AND 11 ABOVE FOR CHORD BRACING REQUIREMENTS. No trusses: 1 THIS TRUSS ANALYZED WITH PPSA 1% P, 31-25 Maximum deflection occurred 27.19' from the left and of bottom panel 04, "A Maximum PPL1ve Load Deflection of .458" (7/15), Index-.374, (L/962) 1J1n1D n� Maximum PPTotal Load Deflection of .717" (11/16), Index-.391, (L/614) RECOMMENDED CAMBER: .39" CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 37'0" H-11 T-9 W /)�� ALPINE ENGINEERED PRODUCTS Inc V_2000 2-0-0 LL TC 30 2X4 ►2 N SP ENG, FOR: TRUE TRUSS INC - (I/� 1001 S. GSW PKWY. BC LUMBER PROJECT: CENTEX 3706 A 6 8 DATE: 27 Jan 1993 f; GRAND PRAIRIE, TX 75051 7.0 OL TC 7 2X6 #1 DS SP OF� j 660-3940 �l Afi�AFI€ (214) A: -f NC. Of7 STL LL BC 0 WEBS LAYOUT I0: 054 OL BC 10 2x4 43 SP ADDRESS: SCALE: MEMBER TRUSS PLATE INSTITUTE 33.33 TOTAL 47 ` EXCEPT AS MAY BE NOTED _ I I) LIXABER SHALL BE OF THE SPECIFIED MINIMUM GRADES, S! CONNECTOR PLATES SHALL BE NISTALLED 5(144ETRICALL+(NI 10) ALL TE1451011 CHORD ME48ERS ASSUMED TO BE COIITItAD'JSL( 13) 10, IIDICAIES LATERAL BRACING MEMBER ("A M111.1 SPECIES. AtD 192 MAXIMUM MOISTURE COIITENI, OR SUCH THAT THE JOINT. BRACED BY EITHER 3/B- (14111) PL'+N000 SHEATHING, 1/2' 14) IIIStALL AT I GI AD EREC11L1I LF THE TPUS5, PERMAt1ENT, AIA: IS OF HIGHER ALLOWABLE STRESS VALUES. ALL `/ALOES USED III TOP CHORD SPLICES ARE HOT PECGMIAENOED i0 OCCUR (MINI} DRYWALL OR BRACING MEMBERS SPACED ]G' a.c. (MAij, iENPCAAp(dPAC It1G ..BE ODtfl: IH ACCGPLAt10E WITH FOP DESIGN APE BASED 011 THE LATEST EOITION OF THE NA- DIRECTLY ABOVE A BOTTOM CHORD SPLICE. UNLESS NOTED OTMEPWISE. CUPPENT TPI BRACING AIC. EPECTIOII PUSLICATIGIS. TIOUAL DESIGN STANDARDS PUBLISHED BY THE NATIONAL 71 V-2000 APPROVAL NUMBERS: UBC 2342, FHA TCB 20tA. SBCC 11) ALL COMPRESSION CHOPO ME14BEFIS ASSUMED TO BE CONTINUOUSLn5i THIS DESIGN CONFORMS TO CUPPENIT TPI OESIGI4 SPECIFICA- FOREST PRODUCTS ASSOCIATION. 7251. BOCA FILE 86-125 BRACED BY EITHER 3/8" (MIN.) PLYWOOD SHEATHING, 1/2' TIGNS FDR METAL PLATE CONIECTED MOOD TRUSSES AtA 21 THIS DESIGN IS BASED ON CLARY COfAIECTOR PLATES ONLY. e) THIS TRUSS HAS BEEII DESIGNED FOR THE LOADING SHOWN (MIN.) DRYWALL OR BPACIIIG MEMBERS SPACED AT 16- 0— GUALIT( STAfIOARDS FOR TRUSSES, 31 CGIAIECTDH PLATES SIZES ARE BASED ON AXIAL FORCES OWL(. 011 THIS ORAXING. INSTALLATION AID M USE SHALL CONFORM (MAY). UNLESS NOTED OTHERWISE. 16) 110 MEI4BEA OF THE TRUSS MA( BE CUT OR MODIFIED III ANY WAY. 4) 1, 4kEC TLP PLATE SIZES ARE CALLED OUT WIDTH (ACPOSS SLOTS) WITH THIS DESIGN. 12) ® INDICATES BEARING LOCATICN. 17) SPECIAL HANDLIND CARE SHOULD BE tAXEN DURING SHIPPING AND e'+ LENGTH IALONG SLOTS] AND THE OPIENTATIO14 OF THE 9) THIS DESIGN IS APPLICABLE TO SHORTER SPAN TRUSSES OF EPECTIGN OF TRUSSES SEE HIB-91 FOR RECOMMENDATIONS CALL OUT N GTH. IFENTICAL LOADINGCONFIGURATION. -CONFIGURATION AND LOADIIIG SPECIFIED BY FABRICATOR -REPETITIVE MEMBER STRESSES HOT USED. -ADDITIONAL PLATING FOP HANDLING TRUSSES IS RESPONSIBILITY OF FABRICATOR. -THIS TRUSS IS DESIGNED ONLY FOR THE LOADS SHOWN. PROVISION FOR THE PPEVENTION OF PONDING MUST BE 14ADE AND IS 140T THE PESPONSIOILITY OF THE TRUSS FABRICATOR OR CLAR(. 3-5-12 1-0-0 3-9-12 RUN 4-5-11 4-8-2 3-8-6 3-4-0 3-6-4 4-4-6 4-7-8 RUN 1-5-14 1-5-14 Max Height 8-6-3 74 PLF 12 d 6 D 5�5 SXr� a 6 >XS� �x X 3x4 1 N ) 12 6 D \7 1 m *� \ / 183,9# I 1839# (3.5172% Ql0 In I 6 �017_ 3x8 3x4 5x6 3x8 l N (3.5172% e m In axeIv 5x9 N 20 PLF 3-5-12 3-4-0 4-5-11 4-8-2 4-8-8 7-4-0 9-0-0 1-4-0 1-4-0Forces(L-R; 37-0-0 D 1 BUILDING 1Y11E: ENCLOSED RESIDENTIAL CODE: STA'Q ARD BUILDING CODE (SBCCI 1991) WIND SPEED: 110 MPH MEAN ROOF 1IFFIGHT: 13 FT. TRUSS LOCA [ON: (Se) area UPLIFT CONNECTION REQUIRED: '7540 AT EACH SUPPORT LOCATION. NET WIND FTIESSURES BASED ON DEAD LOAD SHOWN BELOW. SFF NOTES 10 AND li ABOVE FOR CHORD BRACING REQUIREMENTS. No trusses: 1 THIS TRUSS ANALYZED WITH PPSA Maximum deflection occurred 25.67' from the left end of bottom panel 06. )1 n e U Maximum PPLive Load Deflection of .355' (6/15), Index-.29, (L/1241) �%I� �A Maximum PPTotal Load Deflection of .556' (9/16). Index-.303, (L/792) LUI (�D plv CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 37'0" H-9. T-10 ALPINE ENGINEERED PRODUCTS Inc V_2000 2-0-0 LL TC 30 2X4 i12 N SP ENG. FOR: TRUE TRUSS INC 1801 S. GSW PKWY. BC LUMBER PROJECT: CENTEX 3706 A 6 B DATE: 27 Jan 1993 GRAND PRAIRIE. TX 75051 _ _7_.0 OL TC 7 2X4 #2 N SP ��7F� 1214) 660-3940 PLATE WAEA: TNS--_-F0F1 STI- LL BC 0 WEBS LAYOUT ID: J 574 33.33 OL BC 10 2X4 A3 SP ADDRESS: SCA—LE: MEMBER TRUSS PLATE INSTITUTE TOTAL 47 EXCEPT AS MAY BE NOTED 1/8 -------......— ------ ----- ---- ------------ ----------_._-----------------------------'--'----- -- is 11 LL040CA SHALL BE OF THE SPECIFIED MINIMUM GRADES. 5) COIJECTOR PLATES SHALL BE INSTALLED SINCtETRICALLY Ott 10) ALL TEIISIO(i CHORD MEMBERS ASSUMED TO BE COITINUOUSLI /3) /' 111DICATES LATERAL BRACING PEMBEP 1114 14114.) SPECIES. Alto 19x MAXIMUM MOISTL04E CONTENT, OR SUCH THAT THE JOINT. BRACED BY EITHER 3/8'• VAIN! PL'IWOOO SHEATHING, 1/2- 14! INSTALLATIGII Alto ERECTION(GF THE TRUSS, PEP14ANENT. Air, OF HIGHER ALLOWABLE STRESS'TALLIES, ALL VALUES USED 6: TOP CHORD SPLICES ARE NOT RECONHEHOED TO OCCUR (Mitt) DRYWALL OR BRACING MEMBERS SPACED 10' 0.c. IMA(;). TE14PWARI 8PACING SMGJLG BE OGIIE 14 ACCCROANCE WITH FOP DESIGN ARE BASED Ott THE LATEST EDITION OF THE IIA- DIRECTLY ABOVE A BOTTOM CHORD SPLICE. UNLESS NOTED OTHERWISE. CURRENT TPI BPACIIG AIG ERECTION PUBLICATiG+S. TIONUL DESIGN STANDARDS PUBLISHED BY THE NATIONAL 7) V-2000 APPROVAL NUMBERS: UBC 2342, FHA TCB 2011 SBCC 11) ALL COMPRESSION CHORD MEMBERS ASSUMED To BE CONTINUDUSLYI5i THIS DESIGN COtiFORMS TO CUFRENT TPI DESIGN SPECIFICA- FOREST PRODUCTS ASSOCIATION. 7251. BOCA FILE 86-125 BRACED BY EITHER 3/8" (MIN.) PLYWOOD SHEATHING. 1/2' TIONS FOR METAL PLATE CGNNECTEG MOGO TPUSSES Alto 21 THIS DESIGN IS BASED ON CLARY CONNECTOR PLATES CkLY. 8) THIS TRUSS HAS BEEN DESIGNED FOR THE LOADING SHOWN (MIN.) DR'/WALL OR BRACING MEMBERS SPACED AT 16. O.C. DUALIT, STANDARDS FDR TRUSSES. 3! CO44ECTOR PLATES SI7ES ARE BASED Ott AXIAL FORCES Oril. Ott THIS DRAWING. INSTALLATION ANG USE SHALL CONFORM (MAX). UNLESS NOTED OTHERWISE. 10 NO MEMBER OF THE TPUSS MAY BE CUT GR MODIFIED ill ANY HA(. 4) CONVECTOR PLATE SIZES ARE CALLED OUT WIDTH (ACROSS SLOTS! WITH THIS DESIGN. 12) ® IFID]CATES BEARING LO.:ATIOJ. 17! SPECIAL HANDL IIID CARE SHDlLO BE TAKEtI GUR TNG SHIPPING AND B'I LENGTH (ALONG SLOTS) Al.THE OPIENNTATIOl4 OF THE 9) THIS DESIGN IS APPLICABLE TO SHDFITE14 SPAN TRUSSES DF EPECil ON OF TPUSSES. SEE HIB-91 FOP PECGHMENOATtONS. C T NGTN. IDENTICALLOADING AND C I GU T -CONFIGURATION ARID LOADING SPECIFIED BY FABRICATOR -REPETITIVE MEMBER STRESSES NOT USED. -ADDITIONAL PLATING FOR HANDLING TRUSSES IS RESPONSIBILITY OF FABRICATOR. -THIS TRUSS IS DESIGNED ONLY FOR THE LOADS SHOWN, PROVISION FOR THE PPEVE14TI011 OF PONDING MUST BE MADE ANO 15 NOT THE RESPONSIBILITY OF THE TRUSS FABRICATOR OR CLAR'(. 3-5-12 3-4-0 3-6-4 RUN 4-5-11 4-8-2 1-8-8 5-0-0 3-9-12 7-0-0 RUN 1-5-14 1-5-14 74 PLF Max Height 7-6-3 12 d 6 5� D sX5 12 X ,XS d 6 12 CU 3x4 1/F \ 6 D InI 3�A N I o t 1839! 3xB 3x4 1 b 1839# (3.5172% q 3 I c I 3x x7 5x5 W/Block CU (3.5)72% m m 3X6 /L 5x9 X CU 20 PLF 3-5-12 3-4-0 4-5-11 4-8-2 5-8-8 7-4-0 7-0-0 1-4-0 1-4-0 Forces 4-R; 37-0-0 BUILDING TYPE: ENCLOSED RESIDENTIAL CODE: STANDARD BUILDING CODE (SBCCI 1991) WIND SPEED: 110 MPH MEAN ROOF HEIGHT: 13 FT. TRUSS LOC:ITION: (Se) area UPLIFT C06-NECTION REQUIRED: 75a AT EACH SUPPORT LOCATION. NET WIND PRESSURES BASED ON DEAD LOAD SHOWN BELOW. SEE NOTES 10 AND 11 ABOVE FOR CHORD BRACING REQUIREMENTS. No trusses: 1 THIS TRUSS ANALYZED WITH PPSA Maximum deflection occurred 43.6" from the left end of bottom panel IF4. I� >2 C V Maximum PPLive Load Deflection of .413" (7/16), Index-.338, (L/1067) Maximum PPTotal Load Deflection of .647" (10/16), Index-.353. (L/681) CLARY DIVISION PLATE TYPE: D.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 37'0" H-7 T-11 ALPINE ENGINEERED PRODUCTS Inc V_2000 2-0-0 LL TC 30 2X4 #2 N SP ENG. FOR: TRUE TRUSS INC - . r 1801 S. GSW PKWY, BC LUMBER PROJECT: CENTEX 3706 A 6 8 DATE: 27 Jan 1993 GRAND PRAIRIE, Tx 75051 7.0 DL TC 7 2X4 112 N SP LAYOUT I0: 7)IF 1214) 660-3940 PLATE A98A: t INC. AOR-5`I�l LL BC 0 WEBS ___ 578 OL BC 10 2X4 R3 SP ADDRESS: SCALE: i MEMBER TRUSS PLATE INSTITUTE 33.33 TOTAL 47 EXCEPT AS MAY BE NOTED � 1/8 II LUMBER SHALL BE OF THE SPECIFIED MINIMUM GRADES, 51 C0114ECTDP PLATES SHALL BE INSTALLED SIMETRICALLY ON 10) ALL TENSION CHORD MEMBERS ASSUMED TO BE COITINUDJSL'( 13) I 11401CATES LATERAL BRtCIrIG MEMBER (1"MIH.; SPECIES. AND 19%NAXIMUM MOISTURE COrITENT. OR SUCH THAT THE JOINT BRACED BY EITHER 3/8" 111111) PL:IM000 SHEAIHIIIG, 1/2- 14) INSTALLATIOI ArD ERECTIGII CF THE TRUSS, PERMANENT, ANG IS DF HIGHER ALLOWABLE STRESS VALUES. ALL JALUES USED 61 TGF CHORD SPLICES ARE HOT PECOMNENDED TO OCCUR IMIN) DRYWALL OR BRACING MEMBERS SPACED SO' O.c. (MAX!. TEMPCAAP'1 BPACINS S"GULG BE DUIE 1N ACCGPGANCE WITH FOR DESIGN ARE BASED ON THE LATEST EDITION OF THE(IA- DIRECTLY ABOVE A BOTTOM CHORD SPLICE. UNLESS NOTED OTHERWISE. CUPREIIT TPI BRACING AID EPECTIGN PUBLICATIOIS. TIO AL DESIGN STANDARDS PUBLISHED BY THE NATIONAL 7) V-2000 APPROVAL NUMBERS: USC 2342, FNA TCB 2014. SBCC I/) ALL COMPRESSION CHORD MEMBERS ASSUMED TO BE CONTINUOUSLYI5N THIS DESIGN CONFORMS TO CURRENT TPI DESIGN SPECIFICA- FOREST PRODUCTS ASSOCIATION, 7251. BOCA FILE 86-125 BRACED By EITHER 3/8" (MIN.) PLYWOOD SHEATHING. 1/2' TIONS FOR METAL PLATE CONNECTED WOOD TRUSSES AND 2) THIS DESIGN IS BASED ON CLAR(CONNECTOR PLATES ONLY. 8) THIS TRUSS HAS BEER DESIGNED FOR THE LOADING SHOWN (MIN.) DRYWALL OR BRACING MEMBERS SPACED AT 16` D.c. OUALITI STANDARDS FGR TRUSSES. 3! CO4ECTOR PLATES SIZES ARE BASED(IN AXIAL FORCES ONLY. Olt THIS ORAWING. IINSTALLATIGN AND USE SHALL CONFORM (MAXI. UNLESS IDTED OTHERWISE. 15) 110 MEMBER OF THE TRUSS MAY BE CUT OR MODIFIED III AINI WAN. 41 COTxIECTCA PLATE SIZES ARE CALLED OUT WIDTH (ACROSS SLOTS) WITH THIS DESIGN. 12) ® INDICATES BEARIIIO LOCATION. 171 SPECIAL HANDLRIG CARE SHOULD BE TAKEN DUPING SHIPPIIIG AND B'I LENGTH IALONG SLOTSI AND THE ORIENTATION OF THE 9) THIS DESIGN IS APPLICABLE TO SHORTER SPAN TRUSSES OF EPECTIG14 OF TRUSSES. SEE HIB-91 FOR RECOMMENDATIONS J C I IJGTm, IFENTICG N CO GUR T -CONFIGURATION AND LOADING SPECIFIED BY FABRICATOR -REPETITIVE MEMBER STRESSES NOT USED. -ADDITIONAL PLATING FOR HANDLING TRUSSES IS RESPONSIBILITY OF FABRICATOR. -THIS TRUSS IS DESIGNED ONLY FOR THE LOADS SHOWN. PROVISION FOR THE PREVENTION OF POINOUNG MUST BE 14ADE AND I5 NOT THE RESPONSIBILITY OF THE TRUSS FABRICATOR OR CLARY. 3-5-0 3-3-14 3-4-0 3-6-4 RUN 2-10-8 2-8-10 4-4-4 4-7-12 3-9-12 5-0-0 RUN 1-5-14 12 02 /2 02 /2 i2 /2 #2 1-5-14 158 2x4 2x4 2x4 2x4 2x4 2X4 2x4 2x4 74 ` 74 PLF Max Height 6-6-3 324-0 12 a 6 11211 12 6 7� ^ Q 12 5y6 3x8 5x7 9,YS ; •� \\ 6 A*5 4x4 M A �\ \ to 'i*A 5Q\ I m 271311 O 1 (3.5]78X rn I 7 m 5x6 HS714 4x6 3x12 0 2056111 o X N M 7x9 ell (3.5159% 3x8 N 3x4 IX N 20 35 20 PLF 3-5-0 3-3-14 3-4-0 2-10-8 2-8-10 4-4-4 4-7-12 7-4-0 5-0-0 32-b-0 020s 02 02 02 25211 1-4-0 2x4 2x4 2x4 2x4 1-4-0 37-0-0 BUILDING 'TYPE: ENCLOSED RESIDENTIAL CODE: STANDARD BUILDING CODE (SBCCI 1991) WIND SPEED: 110 MPH MEAN ROOF HEIGHT: 13 FT. TRUSS LOCATION: (Se) area UPLIFT CONNECTION REQUIRED: 7sO*AT EACH SUPPORT LOCATION. NET WIND PRESSURES BASED ON DEAD LOAD SHOWN BELOW. SEE NOTES 10 AND 11 ABOVE FOR CHORD BRACING REQUIREMENTS. No trusses: i Special Loading; Refer to Loading Diagram THIS TRUSS ANALYZED WITH PPSA �(a Maximum deflection occurred at bottom joint MB. Maximum PPLive Load Deflection of .493" (8/16), Index-.403, (L/894) �l�( Maximum PPTotal Load Deflection of .773" (12/16), Index=.421, (L/570) RECOMMENDED CAMBER: .42" PA IV,IV�/l/ CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 37'0" H-5 T-12 r ALPINE ENGINEERED PRODUCTS Inc V2000 2-0-0 LL TC 30 2X6 #1 Os SP ENG. FOR: TRUE TRUSS INCiBo1 S. GSW PKWY. BC LUMBER PROJECT: CENTEX 3706 A & B DATE: 27 Jan 1993 GRANDPRAIRIE. Tx 75051 7.0 DL TC 7 2X6 111 OS SP__ _ LAYOUT ID: (214) 660-3940 PLATE ARBA: IN L LL 8C 0 WEBS B76 DL BC 10 2X4 f3 SP ADDRESS: SCALE: MEMBER TRUSS PLATE INSTITUTE 225 h.S. 33.33 OL BIC 47 EXCEPT AS MAY BE NOTED 1/6 II L1N4BEA SHALL BE OF THE SPECIFIED MINIMUM GRADES. 5) CGINIECTOR PLATES SHALL BE INSTALLED SYMMETRICALLY ()It 10) ALL IEIISIO1 CHORD MEMBERS ASSUMED TO BE C0111 INUOUSL( 131 INDICATES LATERAL BPACIt+G t1E I4BEP iIA4 MIIt.! SPECIES. AND 19%MAXIMUM NOl ST ORE CDITENT. OR SUCH THAI THE JOINT. BRACED BY EITHER 3/B" (MRI!) PLYWOOD SHEATHING. 1/2' 14) IIISTALLATIGH ANG EPECTI611 IF THE TPJSS. PEPMAIIENT. ANG IS OF NIGHER ALLOWABLE STRESS /ALOES. ALL VALUES USED B) TOP CNCA0 SPLICES ARE NOT RECOMMENDED TO OCCUR (MINI DRYWALL OR BRACING MEMBERS SPACED 10' 0 C. IMAX). TE IIPOAAPI BRACING SNGJLI BE GONE 111 ACCGPGAIICE WIT" FOR OE SI ON ARE BASED ON ThE LATEST EDITION OF THE NA- GIRECTL'Y ABOVE A BOTTOM CHORD SPLICE. UIx.ESS VOTED OTHERWISE. CURPEI IT TPI BRACING Alto EPECTIGN P''i LICATIG115. TIONAL DESIGN STANDARDS PUiLIS"ED BY THE NATIONAL 71 Y-2000 APPROVAL NUMBERS: 'UBC 2342, FHA TCB 2014. SBCC 11) ALL COMPRESSION CHORD ME14SESS ASSUMED TO BE CONTINI•JDUSLN5) THIS DESIGH CONFORMS TO CURRENT TPI DESIGN SPECIFICA- FOREST PRODUCTS ASSOCIATION. 7251, BDCA FILE 86-125 BRACED BY EITHER 3/8" (MIN.) PLYWOOD SHEATHING. 1/2' TIG11S FOR METAL PLATE CONNECTED NOW TRUSSES MD 2) THIS DESIGN IS BASED ON CLARY CONNECTOR PLATES ONLY. B) THIS TRUSS HAS BEEN DESIGNED FOR THE LOADING SHOMN IMIN.) DRYWALL OR BRACING MEMBERS SPACED AT 16' O.C. DUALITY STANDARDS FOR TRUSSES. 3) Cot,HECTOR PLATES SIZES ARE BASED ON AYIAL FORCES OLY. DI THIS DRAWING. INSTALLATION AND USE SHALL CONFORM IMAX), UNLESS VOTED OTHERWISE. 15) NO MEMBER OF THE TPUSS MAI BE CUT OR 140CIFIED 111 ANI WAY. 4) CONVECTOR PLATE SIZES ARE CALLED OUT NIGIN (ACROSS SLOTS) WITH THIS DESIGN. 12) ® INDICATES BEARING LOCATION, 17) SPECT AL HANDLING CARE SHOULD BE TAKEII DUPING SHIPPING AILD BY LENGTH IALONG SLOTS: AND THE ORIENTATION OF THE 9) THIS DESIGN IS APPLICABLE TO SHORTER SPAN TRUSSES OF � EPECTIGN OF TRUSSES SEE HIB-91 FOP RECOMMENOATIOItS C T CT NHE PLATENG f T CAL LOADING ANDCONFIGURATION. -CONFIGURATION AND LOADING SPECIFIED BY FABRICATOR -REPETITIVE MEMBER STRESSES I40T USED. -ADDITIONAL PLATING FOR HANDLING TRUSSES IS RESPONSIBILITY OF FABRICATOR. -THIS TRUSS IS DESIGNED GHLY FOR THE LOADS SHOWN. PROVISION FOR THE PREVENTION OF PONOING MUST BE (MADE AND IS NOT THE RESPONSIBILITY OF THE TRUSS FABRICATOR OR CLARY. 1-7-8 RUN 5-7-8 5-4-8 5-0-4 5-0-4 7-0-0 1-5-14 - 74 PLF Max Height 5-10-3 12 Q6 m sXs 12 cu \ 6 p 0 3x4 ­Z�� �Az 243 �\ \ m � 1 V I�; 1393# u1 v o (3.5)55% B 0 m I 3x4 3x6 Nu 1496# 7x8 (3.5)59% 3x6 m X N 20 PLF 1-7-8 11-0-0 10-0-8 7-0-0 1-4-0 29-8-0 BUILDING TYPE: ENCLOSED RESIDENTIAL CODE: STANDARD BUILDING CODE (SBCCI 1991) WIND SPEED: 110 MPH MEAN ROOF HEIGHT: 13 FT. TRUSS LOCATION: (Se) area UPLIFT CONNECTION REQUIRED: 850 AT EACH SUPPORT LOCATION. NET WIND PRESSURES BASED ON DEAD LOAD SHOWN BELOW, SEE NOTES 10 AND 11 ABOVE FOR CHORD BRACING REOUTREMENTS. No trusses: 1 THIS TRUSS ANALYZED WITH PPSA Maximum deflection occurred 50.21' from the left end of bottom panel #3. 2 EL) A73 Maximum PPLive Load Deflection of .409' (7/16), Index-.418, (L/862) 14 A Maximum PPTotal Load Deflection of .641" (10/16), Index-.436, (L/550) CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 29'8" H-7 T-13 ALPINE ENGINEERED PRODUCTS Inc V2000 2-0-0 LL TC 30 2X4 #2 N SP ENG. FOR: TRUE TRUSS INC - 1801 S. GSM PKWY. BC LUMBER PROJECT: CENTEX 3706 A & B DATE: 27 Jan 1993 GRAND PRAIRIE. TX 75051 7 0 OL TC 7 2X4 #2 N SP -7NZ 1214) 650-3940 PLAT -ARS IN�FOG�STS LL BC D LAYOUT ID: 440 OL BC 10 WEB 2X4 #3 SP ADDRESS: SCALE: MEMBER TRUSS PLATE INSTITUTE 33.33 TOTAL 47 ll EXCEP7 AS MAY BE NOTED 1/8 t) LUMBERSHALL BE OF THE SPECIFIED MIRIM.IM GRADES, 5) COf ArECTOR PLATES SHALL BE IRSfALLED S'OMMETRICALL'O ON 10) ALL IENSIUH CHORD MEMBERS ASSUMED TO BE CO4IIfxxv.)SLO 13) A' 11101CATES LAILPAL BRACING MEMBER i114 SPECIES. ANO 192 MAXIMUM MOISTURE CONTENT. OR SUCH THAT THE JOINT. BRACED BY EITHER 3/8" 1MIll) PLYWOOD SHEATHING. 1/2• 14) INSTALLATIGII Alii EPECTIGII OF THE TRUSS. PERMANEIIT, AND 15 OF nIGHEP ALLOWABLE STRESS VALUES, ALL 'JALIIES USED a, TOP CHORD SPLICES ARE NOT RECOMMENDED TO OCCUR THIN, DPYMALL OR BRACING MEMBERS SPACED 10' G.c. (14A/:. IEHPCPARY BPACINS SHOULD BE DONE IH ACCDRCANCE WITH FOR DESIGN ARE BASED Of THE LATEST EOITION OF THE NA- DIRECTLY ABOVE A 80TTOM CHORD SPLICE. UNLESS NOTED OTHERWISE. CUPPENT TPI BRACING AND ERECTIGN P.IBLICATIGNS. TIOIAL DESIGN STAUDARDS P',W9L t Sr1E0 BY THE NATIONAL 71 Y-2600 APPROVAL f_K4BERS: UBC 2342, FHA TC8 2014. SBCC 11) ALL COMPRESSION CHORD MEMBERS ASSUMED TO BE CGNTINUDUSLY15i THIS DESIGN CONFORMS TO CURRENT TPI DESIGN SPECIFICFOREST PRODUCTS ASSOCIATION. 7251, BOCA FILE 86-125 BRACED BY EITHER 3/8" (MIN.) PLYWOOD SHEATHING. 1/2• TIONS FOR METAL PLATE CORRECTED WOOD TRUSSES AND 21 THIS DESIGN IS BASED O1 CLAR'/ COIIWECTOP PLATES ONLY, B) THIS TRUSS HAS BEEN DESIGNED FOR THE LOADING SHOWN (MITI.) DRYWALL OR BRACING MEMBERS SPACED AT 16" G.C. DUALITY STAROARDS FOR TRUSSES. 3! CONNECTOR PLATES SITES APE BASED ON AXIAL FORCES ONL'✓. all THIS DRAWING. IIISTALLATIC11 Ally USE SHALL CONFORM IMAX). UNLESS NOTED OTHERWISE. IS) NO MEMBER OF THE TRUSS MAY BE CUT OR INDIFIED 111 ANO MA(, 4) COYIECTGR FLA TE SI2ES ARE CALLED OUT WIDTH (ACROSS SLOTS) WITH THIS DESIGN. 12) ® INDICATES BEARING LOCATION 17) SPECIAL HANDLING CARE SHOULD BE TAKER DUA114G SHIPPING AIID BY LENGTH fALOIG SLOTS, ANG THE OP1111TATI.,OF THE 91 THIS DESIGN IS APPLICABLE TO SHORTER SPM(TRUSSES OF ERECTION OF TRUSSES SEE HIB-91 FOR RECGMMENOATIOIIS 5 C U C f G 'NGTh, IDENTICALLOADING AND COf Glx4 -CONFIGURATION AHG LOADING SPECIFIED Be FABRICATDR -REPETITIVE 14EMBER STRESSES NOT USED. -ADDITIONAL PLATING FOR HANDLING TRUSSES IS RESPOUSIBILIT'f OF FABRICATOR. -THIS TRUSS IS DESIGNED ONLY FOR THE LOADS SHOWN. PROVISION FOR THE PREVENTION OF POIIOIING MUST BE MADE AND IS NOT THE RESPOIISIBILITY OF THE TPUSS FABRICATOR OR CLARY. 4-7-B 4-4-8 3-7-8 6-0-4 6-0-4 5-0-0 1-55--14 02 r2 #2 74 158 74 PLF 2x4 2x4 2x4 I Max Height 4-10-3 24A-0 12 89# Q6 12 6 (7 04 nmXi 6x7 \ B•A 11 In Im \ 2429# III (3.5170% Tn I 8 1 4x10 a 3x>> I N 1994# 0 5x10 axe (3.5)57% X (V 20 __.�--35--L20 PLF 9-0-0 3-7-8 6-0-4 6-0-4 5-0-0 � 020s R2 24-8-0 1-4-0 2x4 2x4 252# 29-8-0 BUILDING TYPE: ENCLOSED RESIDENTIAL CODE: STANDARD BUILDING CODE (SBCCI 1991) WIND SPEED. 110 MPH MEAN ROOF HEIGHT: 13 FT. TRUSS LOCATION: (Se) area UPLIFT CONNECTION REQUIRED: E?-,-)o AT EACH SUPPOF:T LOCATION. NET WIND PRESSURES BASED ON DEAD LOAD SHOWN BELOW. SEE NOTES 10 AND 11 ABOVE FOR CHORD BRACING RFOUIREMENTS. No trusses: 1 Special Loading; Refer to Loading Diagram µA THIS TRUSS ANALYZED WITH PPSA Maximum deflection occurred 36.13' from the left end of bottom panel #3. Maximum PPLive Load Deflection of .387" (6/16), Index-.395, (L/911) 1 L 1/( Maximum PPTotal Load Deflection of .605" (10/16), Index-.413, (L/582) � rpJ IV` CLARY DIVISION PLATE TYPE: D.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 29'8" H-5 T-14 j1 ALPINE ENGINEERED PRODUCTS Inc V2000 2-0-0 LL TC30 2X6 #1 DS SP ENG. FOR: TRUE TRUSS INC 1801 S. GSW PKWY. BC LUMBER PROJECT: CENTEX 3706 A & 8 DATE: 27 Jan 1993 GRANO PRAIRIE, TX 750517.0 OL TC 7 2X6 #1 DS SP F _. ._ . - ._O___ — l 1214) 660-3940 PLATE AREA:-- -TNC. FRST-L LL BC 0 WEBS LAYOUT 10: 634 OL BC 10 2X4 #3 SP AOORESS: (MEMBER TRUSS PLATE INSTITUTE 33.33 TOTAL 47 EXCEPT A5 MAY BE NOSCALE: TED 1/8 1! LLM49EP SHALL BE OF THE SPECIFIED MIIIIMUM GRADES. 5! C0I411EC70R PLATES SHALL BE 111STALLED SYM4EIRICALL/OFJ 10) ALL TENSIOII CHORD MEMBERS ASSt)MED TO BE COIITINUOUSL✓ 13) �A_INDICATES LATERAL BPACING MEMBER (1X4 MITI.! SPE."IES. A140191 MAIIMUI414DISI-AE COIITENT. OR SUCH THAT THE JOINT_ BRACED BY EITHER 3/8" MITI) PLYWOOD SHEATHING. 1/2' 14) I11STALLATIO41 AID ERECTIGII OF THE TRUSS. PERMANEIIT. AtG IS CF HIGHER ALLOWABLE STRESS VALUES. ALL ✓ALUES USED 5: TOP CHff CRG SPLICES ARE NOT PECGMtIDED TO OCCUR (MIND DRYWALL OR BRACING MEMBERS SPACED Ir' 0 C. (MA/). TEMPC44AP't BPACING SHO'JLG BE 00 NE IH ACCCRGAtJCE WITH FOP DESIGN ARE BASED ON THE LATEST EDITION OF THE HA- DIRECTL'/ABOVE A BOTTOM CHORD SPLICE. UNLESS NOTED OTHERWISE. CURRENT TPI SPACING A110 ERECTIC44 PU13LICATI IN 1IONAL DESIGN STANDARDS PUBLISHED BY THE NATIONAL 7) '✓-2000 APPROVAL NUMBERS: UBC 2342. FHA TCB 2014. SBCC 11) ALL COMPRESSION CHORD MEMBERS ASSUMED TO BE CONTIN'JOUSLYI5) THIS DESIGN COLIFORMS TO CURRENT TPI OESIGn SPECIFICA- FOPEST PRODUCTS ASSOCIATION. 7251. BOCA FILE 06-125 BRACED BY EITHER 3/8" (14111.) PL'+WGGD SHEATHING, 1/2' TIONS FOR METAL PLATE CONWLCTEG WOOD TRUSSES ANG 21 THIS DESIGN IS BASED ON.;LAR'+CONxIECTDR PLATES OFILY. BI THIS TRUSS HAS BEEN DESIG14ED FOR THE LOADING SHOWN (MIN.) OR'/MALL OR BRACING MEMBERS SPACED AT 16' 0— OUALITY STAIJOARDS FCA TRUSSES. 31 CONNECTOR PLATES SIZES ARE BASED ON AXIAL FORCES ONL(. Oil THIS DRAWING. INISTALLATIGN AND USE SHALL CONFORM IMAX), UNLESS NG7ED OTHERWISE. 16) IG MEMBER OF THE TRUSS MAT BE CUT OR MOGIFIEO IN Au'(WAN. A) COtW1ECTGR PLATE SIZES ARE CALLED OUT WIDTH fACROSS SLOTS) KITH THIS DESIGN 12) ® INDICATES BEARIIIO LOCAT1G11. 17) SPECIAL HAIDLING CARE SHOULD BE TAKEM DURING SHIPPING ALIO BY LENGTH (ALONG SLGTSf AND THE ORIENTATION OF THE 91 THIS DESIGN IS APPLICABLE TO SHORTER SPAN TRUSSES OF EPECTIOrI OF TRUSSES SEE HIB-91 FOR RECOMMENDATIONS. SIZEC U CTHE PLATEIG G N C LOADING AND CONFIGURATION -COIIFIGURATIO11 AND LOADING SPECIFIED BY FABRICATOR -REPETITIVE NEMBER STRESSES IIOT USED. -ADDITIONAL PLATING FOR HANDLING TRUSSES IS RESPONSIBILITY OF FABRICATOR. -THIS TRUSS IS DESIGNED ONLY FOR THE LOADS SHONN. PROVISI014 FOR THE PREVENTION OF POHOING MUST BE 14ADE AND IS HOT THE RESPONSIBILITY GF THE TRUSS FABRICATOR OR CLARY. 2-1-8 PAM 5-4-8 5-1-8 4-8 3-10-4 4-1-12 1-5-14 Max Height 5-7-3 74 PLF 12 Q 6 4x7 Nn 12 1V x 6 \ XS N 3x6 1 1 Q N \ N 978# o T [3.5138% 6 3x9 N c 1097# I N (3.5143% 3x8 3x4 x N 20 PLF 2-1-8 10-6-0 4-2-12 4-1-12 1-4-0 � BUILDING TYPE: ENCLOSED RESIDENTIAL 21-0-0 1% CODE: STANI)ARD BUILDING CODE (SBCCI 1991) WIND SPEEr1: 110 MPH MEAN ROOF HEIGHT: 13 FT. TRUSS LOCATION: (Se) area UPLIFT CONNECTION REGUIRED: (pa) SAT EACH SUPPORT LOCATION. NET WIND PRESSURES BASED ON DEAD LOAD SHOWN BELOW. SFE NOTES 10 AND 11 ABOVE FOR CHORD BRACING REQUIREMENTS. No trusses: i THIS TRUSS ANALYZED WITH PPSA E U 3/'257/of 3 Maximum deflection occurred 65.61' from the left end of bottom panel 01. J�A Maximum PPLive Load Deflection of .205" (3/16). Index-.296, (0/1221) W(�D Maximum PPTotal Load Deflection of .322" (5/15), Index-.309, (L/777) N CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 21'0" SPEC T-15 ALPINE ENGINEERED PRODUCTS Inc V_2000 2-0-0 LL TC 30 2X4 #2 N SP ENG. FOR: TRUE TRUSS INC - D 1801 S. GSW PKWY. BC LUMBER PROJECT: CENTEX 3706 A 6 8 DATE: 27 Jan 1993 /'7s GRAND PRAIRIE. TX 75051 7.0 OL TC 7 2X4 #2 N SP LAYOUT I0: 1 (214) 650-3940 -PL-ATE AfT� - N[��6�-ITL LL BC 0 WEBS rF�� 310 OL BC 10 2X4 #3 SP ADDRESS: MEMBER TRUSS PLA7E INSTITUTE 33.33 SCALE: TOTAL 47 EXCEPT AS MAY BE NOTED 3/16 0 LLP49ER SHALL BE OF THE SPECIFIED MINIMUM GRADES. 51 COf OlECTOR PLATES SHALL BE INSTALLED S-/W4ETRICALL'4 ON /0) ALL TENSION CHORD MEMBERS ASS'U1ED TD BE CONTI1x)DUSL/ 13) 111DICAIES LATERAL BRAC II,G KIABER i1J4%I11.; SPECIES. AND 113%MAXIMUM 114UM MOTS UAE CONTENT. OR SUCH THAT THE JOINT. BRA CEG B+EITHER 3/8" (M111) PL/NOW SHE ATHIHO. 1/2' fA) lNISi ALIATION AND ERECtIGfI OF THE tRUSS, PERNAN4EII T. AND IS OF HIGHER ALLONABLE SIPESS'/ALOES• ALL 0LUES USED 6, TIP CNCFD SPLICES ARE NOT PECOM4ENME)TO OCCUR (MINI OR'f NALL OR BRACING(SENDERS SPACED 1G' R C, IHAi TEMPGRAR-/BRACINS SHC/J1.0 BE DONE 111 ACCGROANCE WITH FOP DESIGN ARE BASED ON Tr£LATEST EDITION GF THE NA- GIRECTL't ABOVE A BOTTOM CHORD SPLICE. 'UNLESS NO ED OTHERWISE. CURPE147 TPI DRAC114G AMMO ERECTION P•JBLICATIDNS. 11 OVAL DESIGN STANDARDS PUBLISHED BY THE HATIDNAL 7I '/-2400 APPROVAL fAx40EPS: UBC 2342. FHA TCB 2014 SBCC 11) ALL COMPRESSION CHORD MEMBERS ASSUMED TO BE CGNTIN'JOUSL n5) TniS DESIGN CONFORMS TO C'.1RRENT TPI DESIGN SPECIFICA- FOREST PRODUCTS ASSOCIATION. 7251. BOCA FILE 86-126 BRACED BY EITHER 3/8" (MIN.) PLIW00D SHEATHDIG, 1/2' TIC44S FOP METAL PLATE CONNECTED WOOD TRUSSES AtG 21 IN IS DESIGN IS BASED ON CLAR'/ CONNECTOR PLATES ONLY. B) THIS TRUSS HAS BEEN DESIGNED FOR THE LOADI14G SHOWN (MIN.) DRYWALL OR BRACING MEMBERS SPACED AT 16' O.C. GUALITf STANDARDS FOR TRUSSES. 31 CONNECTOR PLATES SIZES ARE BASED ON AXIAL FORCES ONL'f. IH4 THIS DRAWING. INSTALLATION AND USE SHALL CONFORM (MAX). L94LESS NOTED OTHERWISE. 15) 140 MEMBER CF THE TRUSS MA( BE CUT OR HOOIFIED IN AN(HAS. A) CONNECTOR PLATE SIZES ARE CALLED OUT WIDTH (ACROSS SLOTS) WITH THIS DESIGN. 121 ® INDICATES BEARING LOCATION. 17) SPECIAL HANDLING CARE SHOULD BE IAKEIt CUA114G SHIPPIN3 PIG 0V LENGTH (ALONG SL GT Sj AND THE ORIENTATION OF THE 9} THIS DESIGN IS APPLICABLE TO SNORTER SPAN TRUSSES Of ERECTION OF TRUSSES SEE HIB-91 FOR PEC4MMEt10AT1 ONS. ift512F C THEC f IG !1 C G t C GU T i -CONFIGURATIOII AND LOADING SPECIFIED BY FABRICATOR -REPETITIVE MEMBER STRESSES NOT USED. -ADDITIONAL PLATING FOR HANDLING TRUSSES IS RESPONSIBILITY OF FABRICATOR. RUN 5-6-4 4-11-12 4-11-12 4-6-4 i-5-14 74 PLF Max Height 5-7-3 12 DJ�xJ� �6 3fie0 y 12 3760 \ 3470 6 y +11 9'19 7930 m y \ 1 n J, 600 1360 126# 560 \� CU913# 9120 m (3.5)36% .5]36% m I4 (3 fI o v 3x4 3x4 3x4 3x4 20 FILE 7-2-3 6-7-11 6-2-3 BUILDING TYPE: ENCLOSED RESIDENTIAL 1-4-0 20-0-0 CODE: STANDARD BUILDING CODE (SBCCI 1991) WIND SPEED: 110 MPH MEAN ROOF HEIGHT: 13 FT. TRUSS LOCATION: (Se) area UPLIFT CONNECTION REQUIRED: G12-11 AT EACH SUPPORT LOCATION. NET WIND PRESSURES BASED ON DEAD LOAD SHOWN BELOW. SEE NOTES 10 AND 11 ABOVE FOR CHORD BRACING REQUIREMENTS. 325/43 NA l► WlN(f� No trusses: i Maximum deflection occurred at bottom joint N2. Maximum Live Load Deflection of .057" (1/16), Index-.086, (L/4211) Maximum Total Load Deflection of .09' (1/16), Index-.09, (L/2667) -J CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 20'0` ST.COMM T-16 G ALPINE ENGINEERED PRODUCTS Inc V2000 2-0-0 LL TC 30 2X4 02 N SP ENG. FOR: TRUE TRUSS INC - 1e01 S. GSW PKWY. BC LUMBER PROJECT: CENTEX 3706 A & B DATE: 27 Jan 1993 1 L GRAND PRAIRIE. TX 75051 7.0 DL TC 7 2X4 #2 N SP LAYOUT ID: IF� (214) 660-3940 iLA?E--Aid A: TNS F7JFi--3tL LL SC 0 WEBS 1134 OL BC 10 2X4 43 SP ADDRESS: SCALE: MEMBER TRUSS PLATE INSTITUTE 33.33 TOTAL 47 1 — 3ALE _l EXCEPT AS MAY BE NOTED r 1) LU48ER SHALL BE OF THE SPECIFIED MINIMUM GRADES, 5) CONINECTOP PLATES SHALL BE INSTALLED SYI44ETRICALL'f ON 10) ALL TENSIOII CHORD MEMBERS ASSUMED TO BE COIRIr&1DJSLf 13) 1r' INDICATES LATERAL BRACING MEMBER (1/4 MIN.) SPECIES, AND 19%MAYI MUM MOISTURE CONTENT, OR S'JCH THAT THE JOINT. BRACED By EITHER 3/8" (MIN) PLfW000 SHEATHING, 1/2' 141 IINSTALLATIGII AILD ERECTION OF THE TRUSS. PERMANEIIT. AND 15 OF H1G;HEP ALLOWABLE STRESS VALUES, ALL fALUES USED 6; TOP CHORD SPLICES ARE NOT PECOM14ENOED TO OCCUR IMIN) DRYWALL OR BRACING MEMBERS SPACED 10' 0.[. (MAY]. 7EMPCAAP-. BRACING SHC'JLO BE DCAIE IN ACCCRGAHCE MIT" FOR UESIGN APE BASED ON THE LATEST EDITION OF THE NA- DIRECTLY ABOVE A BOTTOM CHORD SPLICE. UNLESS(NOTED OTHERWISE. CURPEINT TPI BRACING Alxi ERECTIU4 PUBLICATIONS. TIDIUL DESIGN STANDARDS PUBLISHED BY THE NATIONAL 7N V-2000 APPROVAL NUMBERS: UBC 2342. FHA TCB 2014. SBCC 11) ALL COMPRESSION C"ORO MEMBERS ASSUMED TO BE CGtNIrYJOUSLfl51 TnIS DESIGN CONFORMS T•3 CURRENT IPI OESIGN SPECIFICA- FOREST PRODUCTS ASSOCIATION. 7251. BOCA FILE B6-t25 BRACED BY EITHER 3/B" (MIN.} PLYWOOD SHEATHING. f/2' 'I'll FGR METAL PLATE COr111ECTEG MOLD TRUSSES AND 2) THIS DESIGN IS BASED 04 CLAR-f CONNECTOR PLATES OILY. B) THIS TRUSS HAS BEEN DESIGNED FOR THE LOADING SHOWN (MIN.) DR'fNALL OR BRACING MEMBERS SPACED AT 16' -C. OUAL17( STANDARDS FGR TRUSSES. 3) CONNECTOR PLATES SIZES APE BASED ON AXIAL FORCES ONIf. Oil THIS OR AWING. 114STALLA71011 AHO USE SHALL CONFORM (MAX), UNLESS 140TEO OTHERWISE, 16) NO MEMBER OF THE TRUSS MAf BE CUT GR MODIFIED INN ANY WAY. 4! CONNECTOR PLATE SIZES ARE CALLED OUT WIDTH (ACROSS SLOTS) WITH THIS DESIO4. 12) ® INDICATES BEAR IIID LOCATION. 17) SPECIAL HANDLING CARE SHOULD BE TAKEIN DURING SHIPPING AUG BY LENGTH IALONG SLOTS] AND,THE DR IENTATION OF THE 9) TH 15 DESIGN IS APPLICABLE TO SHORTER SPAN TRUSSES OF ERECTION OF TRUSSES SEE HIB-91 FOR RECGNNENOATIDNS C J C NG NT C 0 C 0 -CONFIGURATION A140 LOADING SPECIFIED BY FABRICATOR -REPETITIVE MEMBER STRESSES NOT USED. -ADOITI ONAL PLATING FOR HANDLING TRUSSES IS RESPONSIBILITY OF FABRICATOR. RUN 5-6-4 4-11-12 4-11-12 5-5-4 RUN 1-5-14 1-5-14 74 PLF Max Height 5-7-3 12 368# 1 12 378♦ \ 378# 6 y 193# 193# n uI �\ 68# 136# 136# 681 960# 960# [3.5136% [3.5138% Ni I I m a v 3x4 5x6 3x4 3x4 20 PLF 7-2-3 6-7-11 7-2-3 b> BUILDING TYPE: ENCLOSED RESIDENTIAL 1-4-0 1-4-0 CODE: STANDARD BUILDING CODE (SBCCI 1991) 21-0-0 WIND SPEED: 110 MPH MEAN ROOF HEIGHT: 13 FT. TRUSS LOCATION: (Se) area UPLIFT CONNECTION REQUIRED: 630#AT EACH SUPPORT LOCATION. NET WIND PRESSURES BASED ON DEAD LOAD SHOWN BELOW. SEE NOTES 10 AND ii ABOVE FOR CHORD BRACING REQUIREMENTS. I� r2F U hr A No trusses: 5 Maximum deflection occurred at bottom joint #2. W(N D Maximum Live Load Deflection of .069" (1/16), Index-.099, (L/3652) Maximum Total Load Deflection of .109' (2/16), Index-.104, (L/2312) (' CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 21'0" COMMONS T-17 ALPINE ENGINEERED PRODUCTS Inc V�000 2-0-0 LL TC 30 2X4 f2 N SP ENG. FOR: TRUE TRUSS INC - 1801 S. GSW PKWY. SC LUMBER PROJECT: CENTEX 3706 A 6 B DATE: 27 Jan 1993 1 DRANO PRAIRIE. TX 75051 — DL TC 7 (214) 550-3940 LAl'E—AREA: NC.—FbF��TL LL BC D WEBS 2X4 M2 N SP LAYOUT IO: 188 33.33 OL BC 10 2X4 #3 SP ADDRESS: SCALE: MEMBER TRUSS PLATE INSTITUTE TOTAL 47 EXCEPT AS MAY BE NOTED 3/16 II LUNBER SHALL BE OF THE SPECIFIED MINIMUM GRADES. 5) CGIVIECTOR PLATES SHALL BE IIISTALLED SfMMETRICALLY pl 10) ALL TENSION CHORD MEMBERS ASSUMED TO BE C9UTItAOJSLf /3) '111- INDICATES LAtEPAL BRACING MEMBER !1X4 MIN.) SPECIES. AND I9%MAXIMJM MOISTURE COIITENT. OR SUCH THAT THE JOINT. BRACED By EITHER 3/8' (NIH) PLYW000 SHEATHIIIG. 1/2' 14) INSTALLATIGII AIA ERECTION OF THE TRUSS. PERMANENT. ArIG IS OF MOMER ALLOMABLE STRESS VALUES. ALL +ALOES USED 5) TOP CHORD SPLICES ARE NOT RECOMMENDED TO OCCUR (MIN) OR'fWALL OR BRACING MEMBERS SPACED 10' 0 C. (MAX;. TEMPCFAPY SPACING SHOULD BE DONE tN ACCORDANCE WITH FOP DESIGN ARE BASED ON THE LATEST EDITION OF THE NA- DIRECTLY ABOVE A BOTTOM CHORD SPLICE. UNLESS NOTED OTHERWISE. CURRENT TPI BRACING ANA EPECTIGII PUBLICATIONS. T I OVAL DESIGN STANDARDS PUBLISHED BY THE NATIONAL 71 V-2000 APPROVAL?AMBERS: UBC 2342. FMA TC8 2014. SBCC 11) ALL COMPRESSION CHORD MEMBERS ASSUMED TO BE CONTIN'JO'USLY15i THIS DESIGN CONFORMS TO CURRENT TPI DESIGN SPECIFICA- FOREST PRODUCTS ASSOCIATION. 7251. BOCA FILE 86-125 BRACED Of EITHER 3/8" (MIN.) PLYWOOD SHEATHING. 1/2' TIONS FGR METAL PLATE CONrIECTEG WOOD TRUSSES AND 21 THIS DESIGN 15 BASED ON CLARY CONNECTOR PLATES ONLY. B) THIS TRUSS HAS BEEN DESIGNED FCA THE LOADING SHOWN 14IN.) DRYWALL OR BRACING MEMBERS SPACED AT 16' o. OUALITf STANDARDS FOR TRUSSES. 31 COI4rECTGP PLATES SIZES APE BASED ON AXIAL FORCES ONLY. 011 THIS DRAWING. INSTALLATIGI AIA USE SHALL CONFORM (MAX), UNLESS NOTED OTHERWISE. 16) NO MEMBER OF THE TRUSS MAf BE CUT OR MODIFIED IN ANY WAY. 4! COIRIECTOP PLATE SIZES ARE CALLED OUT WIDTH IACPOSS SLOTS) WITH THIS DESIGN. 12) ® INDICATES BEARING LOCATIONI. 171 SPECIAL HANDLING CARE SHOULD BE TAKEN DURING SHIPPI116 AND BY LENGTH IALO?G SLOTS) AND THE ORIENTATION OF THE 9) THIS DESIGN IS APPLICABLE TO SHORTER SPAN/TRUSSES Of ERECTION OF TRUSSES SEE MIB-91 FOR PECOHMEMAT IONS SIZE CALL OUTC 1 OF THE PLATE *Th. IDENTICAL LOADING AND CDNFIGURATION. -CONFIGURATION AND LOADING SPECIFIE❑ BY FABRICATOR -ADDITIONAL PLATI14G FOR HANDLING TRUSSES IS RESP014SIBILITY OF FABRICATOR. -THIS TRUSS IS DESIGNED ONLY FOR THE LOADS SHORN. PROVISION FOR THE PREVENTION OF POtIDING MUST BE 14ADE AND IS NOT THE RESPONSIBILITY OF THE TRUSS FABRICATOR OR CLARY. RUN I 5-3-8 B-80-01-5-14 Max Height 3-4-3 74 PLF 5+PD 1� N 12 52t 26/ Nn 2111 � -A, e t 1 Est t3A rn test T N -4, 293R m Q ETJ 3x4 13.5111% v 50# o T 3to# N 13.5112% 4.8 mT 12 t 20 FLY 3x9 BUILDING TYPE: ENCLOSED r 5-3-e 1-8-8 ( I% ENTIAL CODE: STANDARD BUILDING CODED(SBCCI 1991) WIND SPEED: 110 MPH 1-4-0 7-0-0 MEAN ROOF HEIGHT: 13 FT. TRUSS LOCATION: (Se) area UPLIFT CONNECTION REQUIRED: 2-ty7-NAT EACH SUPPORT LOCATION. NET WIND PRESSURES BASED ON DEAD LOAD SHOWN BELOW SEE NOTES 10 AND i1 ABOVE FOR CHORD BRACING REOUIHEMENTS. No trusses: 1 Maximum deflection occurred at bottom joint #2. u Maximum Live Load Deflection of .031" (0/15), Index-.135, (L/2710) Maximum Total Load Deflection of .049' (1/16), Index-.14, (L/1714) W IfJ CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 7'0' MHV-6 ALPINE ENGINEERED PRODUCTS Inc V2000 2-0-0 LL TC 30 2X4 /2 N SP ENG. FOR: TRUE TRUSS INC - r D 1801 S. GSW PKWY. BC LUMBER PROJECT: CENTEX 3706 A S B DATE: 27 Jan 1993 3 GRAND PRAIRIE. TX 75051 7.0 OL TC 7 2X4 Y2 N SP LAYOUT ID: (2 14) 660-3940 LAT AREA: IHC Gi�StL LL BC 0 WE 85 _ 204 OL BC 10 2X4 A3 SP ADDRESS: - SCALE: iMEMBER TRUSS PLATE INSTITUTE 33.33 TOTAL 471/2 EXCEPT AS MAY BE NOTED 1 3 H LU48ER SHALL BE OF THE SPECIFIED MINIMUIM GRADES, 5) CONNECTOR PLATES SHALL BE INSTALLED SIgNETRTCALLY ON 10) ALL TENSION CHORD MEMBERS ASSUMED TO BE COIT INU0USL1 131 14- INDICATES LATERAL BA HJG MEMBER IfX4 NIH.{ SPECIES, AND 191 MAXIM'JL4 MOISTURE CONTENT, OR SUCH THAT THE JOINT. SPACED BY EITHER 3/B" (MIN) PL'IN000 SHEATHIIIG, 1/2' 141 INSTALLATION ANG ERECTION GF THE TRUSS, PERMANENT. Alio IS OF HI GHEP ALLOWABLE STRESS VALUES, ALL VALUES USED B: TOP CHORD SPLICES ARE NOT RECOMMENDED TO OCCUR (MIN) DRYWALL OR BRACING MEMBERS SPACED 10' 0 c. IMAX;. TEMPCPAPt BRACING SrIOJLE.BE DINE IN ACCGROANCE WITH FOR DESIGN ARE BASED ON THE LATEST EDITION OF THE IIA- OIPECTLI ABOVE A BOTTOM CHORD SPLICE. UNLESS NOTED OTHERWISE. CUPPE14T TPI BRACING AHG ERECTIU!PUBLICATIONS, TIONAL DESIGN STANDARDS PUBLISHED BY THE NATIONAL 71 V-2000 APPROVAL NUMBERS: UBC 2342, FHA TCB 2014. SBCC 11) ALL COMPRESSION CHORD MEMBERS ASSUMED TO BE CGNTIN'JDUSLv15) THIS DESIGN CDIIFDHMS TG CURRENT TPI DESIG14 SPECIFICA- FOREST PRODUCTS ASSGCIATION. 7251. BOCA FILE 86-125 BRACED BY EITHER 3/0" /MIN.) PLYWGOO SHEATHING. 1/2' TIONS FOR METAL PLATE CONNECTED WOOD TPL-SSES AHD 21 THIS DESIGN IS BASED O4 CLARY CG1*IECTDR PLATES ONLY. B) THIS TRUSS HAS BEEN DESIC44ED FOR THE LOADING SHOWN IMIN.) DRYWALL OR BRACING MEMBERS SPACED AT 16' G.C. DUALITY STAtIOARDS FGR TRUSSES. 31 CONNECTOR PLATES SIZES ARE BASED ON AXIAL FORCES ONL'I. ON THIS DRAWING. INSTALLATION AND USE SHALL CONFORM (MAX), UNLESS NOTED OTHERWISE. 16) IMO ME14BEO OF THE TRUSS MAI BE CUT OR MODIFIED III ANY MAI. 4) CONNECTOR PLATE SIZES ARE CALLED OUT WIDTH (ACROSS SLOTS) WITH THIS DESIGN. 12) ® INDICATES BEARIUO LOCATICII. 17) SPECIAL HANDLING CAPE SHOULD BE TAKEN DURING SHIPPING A11O BY LENGTH (ALONG SLOTS) AND THE ORIENTATION OF THE 9:• THIS DESIGN IS APPLICABLE TO SHORTER SPAN TRUSSES OF ERECTION OF TRUSSES SEE HIB-91 FOR RECOMMENDATIONS SIZE CALL OUT 15 THE DIRECTION OF THE PLATE LEMGTH. IDENTICAL D AND CONFIGURATION. -COINFIGURATION AND LOADING SPECIFIED BY FABRICATOR -REPETITIVE MEMBER STRESSES NGT USED. -ADDITIONAL PLATING FOR HANDLING TRUSSES IS PESPONSIBILITI OF FABRICATOR. -SPECIAL HANGER FOR USE WITH MULTIPLE 14E148ER GIRDER, CAPABLE OF SUPPORTING AND TRANSFERRING CONCENTRATED LOAD OF 2321 LBS. FROM ONE SIDE TO ALL 14EMBER5 OF GIRDER IS PEOUIRED. HANGER TO BE OESIGMIEO B! A PROFESSIONAL 2-9-B 2-2-e ENGINEER AND PROVIDED BY OTHERS. IF BOLTING IS REQUIRED, THE EFFECT OF BOLT HOLES ON THE TRUSS 14UST BE VERIFIED B'( CLARY DIVISIOIN OF ALPINE. ENGINEERED PRODUCTS PRIOR TO FABRICATION. Max Height 2-10-3 74 PLF m M N 71# 1630 12 920 1 0 N 1237#21840 3-1- 23670 17360 [3,5134% [3.5125% 20 PLF NnI — , i 1- -0 3- -O 23210 1367# n 'j BUILDING T1PE: ENCLOSED RESIDENTIAL 3x41u 4x4 CODE: STANDARD BUILDING CODE (SBCCI 1991) WIND SPEED: 110 MPH MEAN ROOF HEIGHT: 13 FT. 2-2-8 1 TRUSS LOCATION: (Se) area UPLIFT CONNECTION REQUIRED: ^i3# AT EACH SUPPORT LOCATION. NET WIND PRESSURES BASED ON DEAD LOAD SHOWN BELOW. 5-0-0 ) SEE NOTES 10 AND It ABOVE FOR CHORD BRACING REGUIREMENTS. I D REU z/--.-)5 ��13 HA No trusses: 1 Special Loading; Refer to Loading Diagram W I N p Maximum deflection occurred at bottom joint 12. " 2 Meeeers Required FASTEN TOGETHER WITH: Maximum Live Load Deflection of 0' (0/16), Index-.059, (L/6000) TOP 10d NAILS 12`0.C. Maximum Total Load Deflection of 0` (0/16), Index-.064, (L/0) BOT 100 NAILS 3'O.C. -- WEB 10d NAILS 12'O.C. FASTEN AT OR NEAR ALL PANEL POINTS. DO NOT NAIL OR BOLT THROUGH TRUSS PLATES. 4 CLARY DIVISION PLATE TYPE: D.C. SPACING LOADING IPSF) TC LUMBER TRUSS: 5'0' MG ALPINE ENGINEERED PRODUCTS Inc yY. _ 2X4 Y2 N SP ENG. FOR: TRUE TRUSS INC1001 - RAND PRAIRIE, TS. GSW E, TX 75053 7.0 DL TC 7 2000 2-0-0 LL TC 30 2X6 M1 DS SP GRASC LUMBER PROJECT: CENTEX 3706 A 6 8 DATE: 27 Jan 1993 _ 11214) 660-3940 PLATE AREA[ - X INC.-FOR STC LL SC 0 WEBS LAYOUT TO: 126 33.33 DL BC 10 2X4 #3 SP ADDRESS: SCALE: ((( IMEMBER TRUSS PLATE INSTITUTE TOTAL. 47 EXCEPT AS MAY BE NOTED 3/4 x I! LUMBER SHALL BE OF THE SPECIFIED MINIMUM GRADES, 5! COIWECTOR PLATES SHALL BE INSTALLED S-IMIE7RICALLY ON 101 ALL TENSION CHORD MEMBERS ASSUMED TO BE CO4T1NUGrjSLN 13) _0' INDICATES LATERAL BRACING 14EMSER 1114 Mitt.) SPECIES, AND f9X MAXIMUM MOIST'X4C CONTENT, DR SUCH THAT THE JOINT. BRACED BY EITHER 3/B" IM 111) PLVWODD SHEATHING, 1/2' 14) IVIS TALLATI OI AIA ERECTION OF THE TF'JSS, PERMANENT, AND IS GF HIGHEP ALLOWABLE STRESS VALUES, ALL VALUES USED B:• TOP CrtCPO SPLICES APE NOT PECOM1ENOED TO OCC'JP (MIN) DRYWALL OR BRACING MEMBERS SPACED 10' 0 - (MAX;. TEMPCAAR'4 BRACING SHGULG BE DONE 11,ACCORCANCE WITH FOP OE5ION ARE BASED ON THE LATEST EDITION OF THE NA- DIRECTLY ABOVE A BOTTOM CNDPG SPLICE, UNLESS NOTED OTHERWISE. CURfE/1T 1PI SPACING' AIG ERECTION PJBLICATIGNS. TIONAL GE SI GNI STANDARDS PUBLISHED BY THE NATIONAL 7N V-2000 APPROVAL NUMBERS: UBC 2342. FHA TCB 2014, SBCC 11) ALL COMPRESSION CHORD MEMBERS ASSUMED TO BE CGNTINUOUSL+151 THIS DESIGN CONFORMS TO CURRENT TPI DESIGN SPECIFICA- FOREST PRODUCTS ASSOCIATION. 7251, BOCA FILE B6-125 BRACED BY EITHER 3/8" (MIN.) PLVWDOD SHEATHING. 1/2" TICNIS FOR METAL PLATE CONNECTED WOOD TRUSSES ANY. 2) THIS DESIGN 15 BASED 011 CLARY COWECTOR PLATES ONLY. B) THIS TRUSS HAS BEEN DESIGNED FOR THE LOADING SHOWN NIM.) DRYWALL OR BRACING MEMBERS SPACED AT 16' o c. DUALITY STANDARDS FDR TRUSSES. 3! CONNECTOR PLATES SIZES APE BASED ON AXIAL FORCES OL-t. ON THIS ORAWI1G. IIISTALLATIC41 AND USE SHALL CONFORM (MAX), UNLESS NOTED OTHERWISE. 16) IG ME14SED GF THE TRUSS MAI BE CUT OR MODIFIED IN ANT/ MAN. 4) COt=C TDR PLATE SIZES ARE CALLED OUT WIDTH (ACROSS SLOTS) WITH THIS DESIGN 12) ® INDICATES BEARING LOCATION. 17) SPECIAL HANDLING CARE SHOULD BE TAKEN DUAIHG SHIPPING AND B'f LENGTH (ALONG SLOTS) AND THE ORIENTATION OF THE 9j THIS DESIGN IS APPLICABLE TO SHORTER SPAN TRUSSES OF ERECTION OF TRUSSES. SEE HIB-91 FOR RECOMMENDATIONS SIZE CALL OUTC G H IDENTICAL CONFIGURATION. -CGIIFIGURATION AND LOADING SPECIFIED BY FABRICATOR -REPETITIVE 14EMBEP STRESSES NOT USED. -ADDITIONAL PLATING FOR HANDLING TRUSSES IS RE5PONSIBILITV OF FABRICATOR. RUN 5-0-14 4-7-14 RUN 2-1-7 #2 2-2 Max Height 3-10-3 I PLF 711 2210 366 m X to 2061 y 12 3940 4.24 30,A m 7fi0 to m `L m In m 220 1100 570 1 IT- 339# 5260 (3.5)20% 1 m 1 PLF 3x4 M 3x4 Al J 0 1G 0 ( 5-0-14 � 4-7-14 BUILOING TYPE: ENCLOSED RESIDENTIAL 2-0 / CODE: STAVDARD BUILDING CODE (SBCCI 1991) 2-0-0 9-e-i2 WIND SPEECH: 110 MPH MEAN ROOF HEIGHT: 13 FT. TRUSS LOCATION: (Se) area UPLIFT CONt,FCTION REGUIRED: 3 81:� AT EACH SUPPORT LOCATION. NET WIND PF.ESSURES BASED ON DEAD LOAD SHOWN BELOW. SEE NOTES '0 AND 11 ABOVE FOR CHORD BRACING REQUIREMENTS. No trusses: 2 Outrigger With 7-0-0 Set-Back and 7-0-0 Pitch Length Maximum deflection occurred at Dottom )oint 02. Maximum Live Load Deflection of 0" (0/16), Index-.063, (L/5838) Maximum Total Load Deflection of .032' (1/16), Index-.066, (L/3648) 3/ 43 WtA(9 FIf� av (25/ CLARY DIVISION PLATE TYPE: D.C. SPACING LOADING IPSF) TC LUMBER TRUSS: 9'10-3/4' CJ 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 3706 A 6 8 DATE: 27 Jan 1993 GRAND PRAIRIE. TX 75051 7 O OL TC 7 2X4 #2 N SP / LAYOUT I0: (214) 660-3940 -PLL TAA A t NC L LL BC 0 WEBS 96 OL BC 10 2X4 #3 SP ADDRESS --- MEMBER TRUSS PLATE INSTITUTE 33.33 SCALE: l TOTAL. 47 EXCEPT AS MAY BE NOTED I 3/8 1) LUMBER SHALL BE OF THE SPECIFIED MINIMUM GRADES. 51 COIAECTOR PLATES SHALL BE IIISTALLED SeMWETRICALL/ ON to) ALL TE1451011 CHORD MEMBERS ASSURED TO BE CONTIIA.OUSLI 13! 50 (((DILATES LATERAL ePAC11M,MEMBER (I/4 Mill.! SPECIES. AMD 192 MAXIMUM NOT STORE COUTENT. OP SUCH THAT THE JOINT. BRACED BY EITHER 3/6" iMl1l) PLIWOOD 5HEATHIIW, 1/2' 14! 111STALLATICII AICERECTIUC OF THE TRU55. PEA.A'EMT, AliG IS GF HIGHER ALLOWABLE STRESS YALIES. ALL VALUES USED BI 1OR CHCPD SPLICES ARE NOT RECOMMENDED TO OCCUR 'MIN) DRY MALL OR BPAC111G MEMBERS SPACED 1G' 0 C. (NAI;. TEMPCR AR, BRACING SHOJI_G BE DOVE 114 ACCGRG"CE KITH FOR DESIGN APE BASED ON THE LATEST EDITION GF THE 11 A- DIRECTLY ABOVE A BOTTOM CHDPD SPLICE. UTA.ESS NOTED OTHERWISE. CURPEIIT TPI BRACING ARID ERECTION PUBLICATIGNS. l IC44AL DESIGN STMIDARDS PUBLISHED Of THE NATIONAL 7) `/-2600 APPROVAL NUMBERS: UBC 2342. FHA TCB 2014. SBCC ff) ALL COMPRESSION CHGRG MEMBERS ASSUMED TO BE CGIITIN'JDUSLv151 THIS DESIGN CDtWDPMS TG CURRENT TPI DESIGN SPECIFICA- FOREST PRODUCTS ASSGCIAT ION. 7251, BOLA FILE B6-125 BRACED BY EITHER 3/B" (MIN.i PLYWOOD SHEATHING, 1/2' TIG11S FGR METAL PLATE MIKCTEG MOOG TPL'SSES AIC 2) THIS DESIGN IS BASED ON CLAR'f CO!#lECTOR PLATES GNLY. 81 THIS TRUSS HAS BEE14 DESIG14ED FW THE LOADING SHOWN (MIN.) DRY MALL OR BRACING MEMBERS SPACED AT t6' o C. OUALITI STANDARDS FGR TRUSSES. 3! CONVECTORPLATES SIZES ARE BASED ON AXIAL FORCES ONLY. Gil THIS DRAWING. IIISTALLATIGN AND USE SHALL CONFORM (MAY), UTAES5 NOTED OTHERWISE. 16) r1O MEI4BEA OF THE TRUSS MAY BE CUT OR MODIFIED III AIJI KA I. 4) COIAIE CTOR PLATE SIZES ARE CALLED OUT MtDTH ACROSS SLOTS! WITH THIS DESIGN t2) ® INDICATES BEARNIG LOCATIGII. 17) SPECIAL HANDLICIG CAPE SHOULD BE TAKEN GUAIN3 SHIPPIIIG Al. BV LENGTH (ALONG SLOTS) All.THE ORIENTATION OF THE 9) THIS DESIGN IS APPLICABLE TO SHORTER SPAN TRUSSES OF ERECTION OF TRUSSES SEE HIB-91 FOR RECGMHENDATIDNS C P T G H IDENTICAL D NG AND CONFIGURATION. -CONFIGURATION AND LOADING SPECIFIED BY FABRICATOR -REPETITIVE MEMBER STRESSES NOT USED. -ADDITIONAL PLATING FOR HANDLING TRUSSES IS RESPONSIBILITY OF FABRICATOR. RUN 7-0-0 7-0-0 1-5-14 74 PLF Max Height 3-10-3 12 12 495f 6 w �5 2481 2481 0 671 1341 671 T T 6311 631# v I I (3.5)25% (3.5125% m 3x4 Tv 3x4 20 PLF 7-0-0 7-0-0 BUILDING TYPE: ENCLOSED RESIDENTIAL 1-4-0 CODE: STANDARD BUILDING CODE (SBCCI 1991) 14-0-o WIND SPEED; 110 MPH MEAN ROOF HEIGHT: 13 FT. TRUSS LOCATION: (Se) area UPLIFT CONNECTION REGUIRED: 457*AT EACH SUPPOPT LOCATION. NET WIND PRESSURES BASED ON DEAD LOAD SHOWN BELOW. SEE NOTES 10 AND 11 ABOVE FOR C14090 RRACING PEOUTREMENTS. �F_U 3 93 No trusses: 3 Maximum deflection occurred at bottom joint !2. Maximum Live Load Deflection of 0" (0/16), Index-,043, (L/8400) Maximum Total Load Deflection of .032" (1/16), Index-,046, (L/5250) CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 14'0" COMMONS T-20 ALPINE ENGINEERED PRODUCTS Inc V�000 2-0-0 LL TC 30 2X4 M2 OS SP ENG. FOR: TRUE TRUSS INC - SR01 S. GSW PKWY. 7•D DL TC 7 2X4 Y2 N SP ID: GRAND PRAIRIE. ix 75051 BC LUMBER PROJECT: CENTEX 3706 A 6 B DATE: 27 Jan 1993 n �L i (214LAYOUT) 660-3940 PI ATE ARS INC. �)��TL LL BC 0 WEBS 92 OL BC to 2X4 03 SP ADDRESS:33.33 SCALE: INEmBER TRUSS PLATE INSTITUTE TOTAL 47 EXCEPT AS MAY BE NOTED 1/4