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Permits 1403 Linkside Dr (vault folder) ADDRESS BUILDING PERMIT NUMBER—,a / �d INSPECTIONS: FOOTING UNDER SLAB PLUMBING SLAB I-9,17Z FRAMING_ o - 9 ,/ COVER-UP- o -.7 y INSULATION FINAL BUILDING 7- CERTIFICATE OF OCCUPANcy- 7- ELECTRI CAL PERMIT INSPECTIONS ROUGH FINAL -7- MECHANICAL PERMIT # 3-3 -7 �2 PLUMBING PERMIT 9 51 NOTES: 09922 OF 8 NT �OEACH Al LOCATIOWINFORMATION P-4 IT IINPMMT46�- op IKS I D-E DRIVE, Addro FLORIDA 3 2 213, ATLA,,MTIC� BEACHI -Xve'. LVG&Li DESCRIPTION ------- xw io se(�tio u "Townshi '�'sion.—SELV LINXSME Su A 6w 0 0: So,! 01D, T N4TAM '57 T APP, ICAT,10N FEES, PEW T $0 FEE, FM ZA FLORIO TAP , 'to.0 ON S-N,R.s ke, A e�A4 AL 'QUA --$0 .00 tm"phcT .00' �j ()7, 01 NOT, A NQ f00TtNQ-5 M� FOM'POU ITVqasI06NT S:AO7"rt)Al' t USTN',T13EPLAO F,A D�MUST$E, A ED #bILbfNQ MATERIAI,,M IS" ";0RIS,lFfM- HIS WORK M OUBLIC$PAC N NTRACTO C C "IN TH f%'I'Lu If'-MEC CAIN U T Re I ]m Lim 'R GTMCEFOR WHICH A, S P JEC*r TO, RIF AC ''DiNG R AAT"O 7HISIP�Rm :p lUF,,,LAW. TLM TIC B t �Dgf%R A NT, FT..L.- $10.no AP-MICATION FOR WELL PENUT CnY OF AIMUIC 2EAC21 FROPERTY OWNER Nam: I TO e - N,--Z/2 iz M. 4: ____Pay Phcne-7�^/-97,5-�/ Addresst—A9 -41 W L-5 Id" APPLICAMr, IF OMM nM GM Nam: CU 111,144ur _Day M=�--22LE LoC;;�' Address: zip JOB Address or Locatiom L.qgal Description: Is well to be used for drinking purposes? Any person, Individual, corporation or other entity receiving a petmit as provided in Section 22-W of the Atlantic Beach Cb&, and who plans to use water from the permitted well fxw ddrld% pwqmes, nust first obtain a bacteriological test report fimm.the State of Florida Health Department, furnishing a certified copy thereof to the building dqm-Mmt of the City of Atlantic Beach. A certificate of occtpmcy will not be issued until said report is on file with the building de*iiant. Department Notes: agree to camly with regulatiom stated herein: gnature DaCe CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 03-00026991 Date 9/29/03 Property Address . . . . . . 1403 LINKSIDE DR Tenant nbr, name . . . . . . IRRIGATION SYSTEM Application description . . . PLUMBING ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor ------------------------ ----------------------- MAY, STEPHANIE OWNER 1403 LINKSIDE DR. ATLANTIC BEACH FL 32233 (904) 270-0686 ---------------------------------------------------------- ------------------ Permit . . . . . . PLUMBING PERMIT Additional desc . . Permit Fee . . . . SO . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- ?e-rmit Fee Total 50 . 00 50 . 00 . 00 . 00 . 00 . 00 . 00 . 00 50 . 00 50 . 00 . 00 . 00 HkAmm Atlantic Beach USTNER RECEIPT 0 er: CK 0 9JREK Type: OC Drawer% I Date: 103 Of Receipt no: 9K49 Description Quantity Amount 2N3 LJ6991 Bp BUILDING PERMITS I.N 450.00 Tender detail CK CHECKS 727 $50.0 Total tendered $50.00 Total payment $50.00 Trans date: 9129/03 Time: 13:29:00 THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED A OWNER. "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN a%-r-FOR BUILDING IWROVEMIENTS"ISSUED ACCORDING To APPROVED PLANS WHICH ARE PART OF TIUS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. BUILDING OFFICIAL CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT 800 Seminole Road Atlantic Beach,Florida 32233 COM (904)247-5800 JobLocation: Lcj, J::-t J.)_133 Telephone: 90-,'?-20--0& Owner of Property: LA� (3(0 Plumbing Contractor: Contractor Address: State License Number: Telephone: How many of the following fixtures: New or El Re-Piped SINKS SHOWERS LAVATORY WATER BEATERS BATH TUBS DISHWASHERS URINALS DISPOSALS CLOSETS WASHING MACHINE FLOOR DRAINS SHOWER PANS SEWER WATER RE-PIPE (LIST FIXTURES BEING REPIPED) OTHER Minimum Permit Feu.-$15-01t- Total Fixtures: _X $7.00 + 0-- Signature of Owner:— � i Signature of Contractor: Installation of plumbing and fixtures must be in accordance with the most recent edition of the Southern Standard Plumbing Code. Call a day ahead to schedule inspections: (904) 247-5826 CITY OF ATLANTIC BEACH OWNER/BUILDER AFFIDAVIT Date: 9,49- Job Address: gin Lic� Xlao4�c Ls�rl i 1�--/ CHAPTER 489,FLORIDA STATUTES,PART I "CONSTRUCTION CONTRACTING"REQUIRES OWNER/BUILDER TO ACKNOWLEDGE THE LAW: DISCLOSURE STATEMENT FOR SECTION 489.103(7),FLORIDA STATUTES: STATE LAW REQUIRES CONSTRUCTION TO BE DONE BY LICENSED CONTRACTORS. YOU HAVE APPLIED FOR A PERMIT UNDER AN EXEMPTION TO THAT LAW. THE EXEMPTION ALLOWS YOU, AS THE OWNER OF YOUR PROPERTY, TO ACT AS YOUR OWN CONTRACTOR EVEN THOUGH YOU DO NOT HAVE A LICENSE. YOU MUST SUPERVISE THE CONSTRUCTION YOURSELF. YOU MAY BUILD OR IMPROVE A ONE- OR TWO FAMILY RESIDENCE OR A FARM OUTBUILDING. YOU MAY-ALSO BUILD OR IMPROVE A COMMERCIAL BUILDING AT A COST OF $25,000.00 OR LESS. THE'BUILDING MUST BE FOR YOUR USE AND OCCUPANCY. IT MAY NOT BE BUILT FOR SALE OR LEASE. IF YOU SELL OR LEASE A BUILDING YOU HAVE BUILT YOURSELF WITHIN ONE YEAR AFTER THE CONSTRUCTION IS COMPLETE, THE LAW WILL PRESUME THAT YOU BUILT IT FOR SALE OR LEASE, WHICH IS IN VIOLATION OF THIS EXEMPTION. YOU MAY NOT HIRE AN UNLICENSED PERSON AS YOUR CONTRACTOR. YOUR CONSTRUCTION MUST BE DONE ACCORDING TO THE BUILDING CODES AND ZONING REGULATIONS. IT IS YOUR RESPONSIBILITY TO MAKE SURE THAT PEOPLE EMPLOYED BY YOU HAVE LICENSES REQUIRED BY STATE LAW AND BY COUNTY OR MUNICIPAL LICENSING ORDINANCES. ORDINANCES ALSO ALLOW AN OWNER TO IMPROVE THEIR OWN PROPERTY WHEN IT IS FOR PERSONAL OR FAMILY USE, AND LIKEWISE REQUIRE ALL WORK(EXCEPT MAINTENANCE UNDER$2,000)BE UNDER A BUILDING PERMIT AND PASS ALL NORMAL INSPECTIONS. THE ORDINANCE STATES OWNERS MAY PHYSICALLY DO WORK THEMSELVES;OR MAY HIRE UNLICENSED WORKERS PROVIDED SUCH'WORKERS BE UNDER"DIRECT SUPERVISION OF THE OWNER,WHO MUST BE ON THE JOB AT ALL TIMES WHILE WORK IS IN PROGRESS BY UNLICENSED TRADES PEOPLE." MS DOES NOT ALLOW USE OF UNLICENSED CONTRACTORS. SINCE OWNERS MAY BE LIABLE FOR INJURIES TO WORKERS THEY HIRE, THE BUILDING DEPARTMENT SUGGESTS WORKER'S COMPENSATION INSURANCE BE PURCHASED UNDER THE HOMEOWNERS INSURANCE POLICY TO CLEARLY PROTECT THE OWNER- OWNERS HIRING WORKERS BECOME EMPLOYERS AND SHOULD ALSO OBSERVE IRS WITHHOLDING TAX AND/OR FORM 1099 REQUIREMENTS ON THE WORKERS THEY EMPLOY ON THEIR IMPROVEMENT TRADES. UNLICENSED CONTRACTORS CANNOT BE EMPLOYED UNDER ANY CIRCUMSTANCES. OWNERS BEING SUBJECT TO $5,000 PENALTY UNDER FLORIDA STATUTE NO. 455-228(l). AN "OCCUPATIONAL LICENSE" IS NOT ADEQUATE. THE OWNER SHOULD PHYSICALLY SEE THE COUNTY"CERTIFICATE OF COMPETENCY"OR THE FLORIDA "CONTRACTORS CERTIFICATE" TO ASCERTAIN IF A PERSON IS A LICENSED CONTRACTOR. TELEPHONE THE BUILDING DEPARTMENT(247-5826)IF IN DOUBT. I HEREBY ACKNOWLEDGE Tl-IAT I HAVE READ THE ABOVE DISCLOSURE STATEMENT AND THAT I COMPLY WITH ALL THE REQUIREMENTS FOR THE ISSUANCE OF AN OWNER-BUILDER PERMIT. c2 PROPEWf��OWNER/BUILDER SWORN TO AND SUBSCRI13ED BEFORE ME THIS.��LDAY OF 20 N Y PUBLIC HWE rER NOTE: PHRASES UNDERLINED ABOVE. JENNIFER SCHWErER MY COMMISSION#DD 121301 EXPIRES:May 27,2006 Bonded Thru Notary PiMic Undowdere CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 09-00000925 Date 6/26/09 Property Address . . . . . . 1403 LINKSIDE DR Application type description ELECTRIC ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 ---------------------------------------------------------------------------- Application desc safety inspection ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ Cox VALDAN ELECTRIC CO. 338 19TH STREET ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233 (904) 716-3626 ---------------------------------------------------------------------------- Permit . . . . . . ELECTRICAL PERMIT Additional desc . . Permit Fee . . . . 70 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 12/23/09 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 70 . 00 70 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 70 . 00 70 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. CITY OF ATLANTIC BEACH 09- 800 SEMINOLE ROAD,ATLANTIC BEACH,FL 32233 OFFICE:(904)247-5826 0 FAX NO.:(904)247-5845 BUILDING-DEPTCCOAB.US ELECTRICAL PERMIT APPLICATION DUVAL COUNTY 1.JOB ADDRESS: 2.13-THIS A 3UB;PERMIT: 3.DATE 01NO OYES PERMITM PROPERTY OWNER: 4.NAME: 5.ADDRESS IF DIFFERENT FROM JOB ADDRESS: 6.PHONE: lq�jl�C� QXL 'e ell ELECI AL CI TOR: 7.17 .4F COMPANY: 8.ADDRESS.: - LAA)LI 3) 9.STATE OF FtORIDA LICENSE'90: 10.CELL PHONE 11.FAX NO.: /3 6902 P2 -71&;1" 3 & 12.EMAIL ADDRESS: 13.OFFICE PHONE: 14. grol 7,d4k it/ - (:�o/1-/ I '15.Application is hereby-made fo obtain a permit to do the work and installations as indicated. I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. This permit becomes null and void if work is not commenced within six(6) months,or if construcfion or work is suspended or abandoned for a period of six(6)months at-iCnq time after work is commenced. CONTRACTORSSIGNATURE: 16.CLASS OF WORK: 17.AERVICE- 18.METER NUMBER: 13 MULTI FAMILY-#OF UNITS: X,,,RESIDENTIAL tf-SINGLE FRWLY U TIEMP SERVICE 0 COMMERCIAL •ADDITION [3 TRAILOR 19.BUILDING: 19.CURRENT CODE: •ALTERATION 0 SIGN 11 OLD 0 NEW 0'05 NATIONAL ELECTRICAL CODE •REPAIR 0 POOL SPA 10 REWIRE 111 OTHER: LIST ALL ELECTRICAL WORK: 20.TYPE OF SERVICE: 0 OVERHEAD 5?rUNDERGROUND El UNDERGROUND UP POLE 21,NEW SERVICE----,-,- CONDUCTORS PER PHASE: M POWER IS ON 0 POWER IS OFF . ..... 22.SIZE OF CONDUCTOR: AMPACITY: OCOPPER 0 ALUMINUM 23.SWITCH OR BREAKER SIZE: AMPS:- PH:- W:- VOLT: RACEWAY SIZE: 24.EXISTING SERVICE SIZE: AMPS: PH: W: VOLT: RACEWAY SIZE: 25.FEEDERS: #OF AMPS: OF, AMPS: #OF- AMPS: 26.LIGHTING FIXTURES: INCANDESCENT: FLUORESCENT&M.V.: 27.FIXED APPLIANCES: 0-30 AMPS: 31-10DAMPS: OVER 100 AMPS: 28.FIRE ALARM: 0 YES 0 NO 29-31 DO NOT APPLY TO NEW SINGLE FAMILY,MULTI-FAMILY AND ROOM ADDITIONS 29.SMOKE DETECTORS: NUMBER: 30.RECEPTACLES: 0-30 AMPS: 31-100AMPS: OVER 100 AMPS: 31.SWITCHES: 0-30 AMPS: 31-100 AMPS: OVER 100 AMPS: 32.AIR CONDITIONING: #OF UNITS:, COMP. MOTOR HP RATING: AMPS: HEAT KIN. #OF UNITS: COMP. MOTOR HIP RATING: AMPS: HEAT KW: 33.MO S_ NUMBER: VOLTAGE: HP: KVA: NUMBER: VOLTAGE: HP: KVA: 34.TRANSFORMERS: UNDER 60OV: NUMBER: KVA: OVER 60OV: NUMBER: KVA: 36.MISCELANEGUS REPAIRS: DESCRIBE IN DETAII S. BLDG02 Permit Appliration Elec:REVISE�l 2/18/2008 CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 19 ' INSPECTION EMAIL REQUEST: Building-deptC&,qoqb.us Application Number . . . . . 08-00000254 Date 2/25/08 Property Address . . . . . . 1403 LINKSIDE DR Application type description PLUMBING ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 ----- - ---- -- - -- - -- -- ---- -- -------------- -- - - - - - --- ---- - - --- - - - - - --------- -- - Application desc 1 fixture ----- - -------- --- ------ --- --- -- - ----------------- -- - - - -- - - ---- ------ -- ------ Owner Contractor ---- -------- -- - -- --- ---- - --- --- ----- --- - - -- -- - - - Cox JACKSONVILLE PLUMBING AUTH. MANNING, MARK ATLANTIC BEACH FL 32233 108 LEE RD JACKSONVILLE FL 32225 (9 04) 72 0-5 64 7 --------------- - - --- ----- - -- ---- -- - --- --- --- --- - -- - - ------- - -- -- ------ ------ Permit . . . . . . PLUMBING PERMIT Additional desc . . Permit Fee . . . . 42 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 8/23/08 ----- - - - ---- -- -- - --- ---- -- -- -- -- - - --- -------- - --- -- - - - ---- - --- - -- - -- - - - Fee summary Charged Paid Credited Due -------- ----- ---- ----- -- - - - --- - - ---- - -- - - - - - - -- -- - ------ - Permit Fee Total 42 . 00 42 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 42 . 00 42 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. CITY OF ATLANTIC BEACH PLUMBING PERMIT APPLICATION Date: -02� Property Address: XL-ka"b Owner: V-Awn C'd 0-b X Telephone (oQ'6- L4 ILALA Contractor: Awtliailffelephone#: rN-A-(,,5r7r-1 Contractor Address: \C)R> J-ee_�,c:,A U Fax#: 99LD -5(641) Contractor Signature: Z� In consideration of permit given for doing the work as described in the above statement we hereby agree to perform said work in accordance with the attached plans and specifications which are a part hereof and in accordance with the City of Atlantic Beach ordinance and standards of good practice listed therein. Installation of plumbing and fixtures must be in accordance with the most recent edition of the Southern Standard Plumbing Code. Plumbing Type: If other construction is being done on this building or site, El New list the building permit number: U Re-Pipe Number of Fixtures: Bath Tubs Showers Closets Shower Pans Dishwashers Sinks Disposals Urinals Floor Drains Washing Machine Lavatory Water Sewer Water Heaters Sprinkler System Other *See attached sheet see For Backflow and Irrigation procedures Fees Permit Issuing Fee: $35.00 Total Fixtures: I X$7.00 + $35.00 800 Seminole Road -Atlantic Beach, Florida 32233-5445 Phone: (904) 247-5800 - Fax: (904) 247-5845- hftp://Www.ci.atiantic-beach.fl.us Revised 9/06 MOM 000 41- -A- 4�- (.-4 (A(A N)N " CA- - ('4 — � U4— � W� — �q-11't--t'lpht tq-A'..ct-At h-k 4.(q-k tq.0,-0�-11't Nk-0---t-0..K!4-Olt-4t NZ-1h.-U! tq-0--4--lb..K�..0-,(pt-P.-Nk hz 4-tq 4't-t-I,,-tq-0� - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - . . . . . . . . . . . . 11 11 11 11 11 11 11 11 If 11 11 11 11 11 if 11 11 11 11 11 11 if 11 11 if if If 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 )1 11 Zo Zo Zo Zo bo bo bo bo bo:�j �4 Zj �4 �4 b,, 6) �n �n �n L"6 iA 6 6�6�-- �h- �4 �4 i14 iA�N �J�J ��a�J :- 1- :- :- :-b b b b ,-j cn(A —w -40 (A— W -40 "a Wo 4�-"o mm .1h, "o --jo(A W �4 0 w— W-4 0 "o Wo 4K)ow m 4N . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . of 00., 99'sq rn rn bo rp vi 5' E'SMT ESMI oo";9 V L6"f 0/'4jt,�, lo� 04, 4� to MUNICIPAL POWER VARIFICATION a I irrn Tn nFTFRMINE A- B-M-) CITY OF 1*&o4-e Ve4d - 174V�e4 $00 SEMINOLE ROAD ATLANTIC IDEACH,FLA)RIDA 32233-5445 TELEPHONE(904)247-5M 4(2�. FAX(904)247-5805 NOTICE TO: Water Department FROM: Building Department DATE: Please be advised that the final building inspection has been completed on each of the following addresses and construction water is no longer needed: Permit Number Addres Plh� S Sincer Building Department Ter-Ifirtratt of Ohruvanry (Atu of bF Atlantic ?Jtac4 — Niortba i9quartmut of %ijbing ]nSpertion CO, FLA. This Certificate issuedpursuant to the requirements ofSection 103.8 ofthe Southern Standard Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances regulating building construction or use. For the following. Use Classification S in�;le Family Residence S 190 Bldg. Permit No. Group-Y--J-r-a-1tM-e Type Construction S Fire Distr� Atlantic Brach Owner of Buildin,Centex Real Estate out I 71:131t "�'"'Irive -S�ou Address F-1- 32216 B ld, A ul,7Address 1403 Link de DriV'��Locality Atlantic Beach, FL 32233 By: DON C. FORD ---`8ujlding Official I Date: POST IN A CONSPICUOUS PLACE ---------- --- N K t!f S11 k lee TO k J- !44 44 N N )-Z MAW rj 14 (A % II k 54, V4 94 . 2 , 19 Ot Building and Zc 71 1AIAOSIDF gow ��F.......... HEROY catr ECHNICAL STANDARI)S THAT THIS SURVEY, pERFORMED"""'................. litlig FOR LAND SURVEyORS UNDER My RESPONSIStE "URSUANT TO SECTION 4 72.027 IN ACCORDANCE WITH tXREcTION k4 ENTS UPON THE ,FLORIDA STAT - CET's THE ALMN SUSA-C-T pj4OPERTY L UTES),AND FURTHER CE CHAPTER 218H-6 FLA EXCr tPT AS SHOWN ON T.HIS RTIFY THAT THCRiARE,ADWNISTRAT(Ve CODE LEGEND: NE THE L01 SURVEY AS SHOWN ON No VISIBLE E"OAC"- IN S"OVVN "EREON IS "I FLOOD �P, Ur,p� COMAAUNITY PANEL W 120()7.r- T4E FLOOZ) INSURANCE RATE I/V'SNT DATE CLAftofj LA,ly" ED AhO "SOCIATESI INC 13 Cellilt" RVEYED 14,0,91,1 te""ALOO ""- 4ACK&0MftLE- FLA 32207 kLE: 1 94 Aft 00TAMN C". C"oft aft'.Au ERM flu, P.C. I'MR1 CW CWV'*tVft '0 "all FLA O"r POWT Of 740 P. . V POWT or#WVMft CVO" =T-cw COW40K.0— CITY OF 900 SEMINOLE ROAD ATLANTIC REACH,FLORIDA 32233-.LUS TELEPHONE(904)247-SM FAX(904)247-SM5 NOTICE TO: Water Department FROM: Building Department -7- 6 DATE: Please be advised that the final building inspection has been completed on each of the following addresses and construction water is no longer needed: Permit Number Address Sincerely, Building Department 4e ojj*%C%2i Sl A $ow'j'cceoi latjj�d:lntj -CTIOtA �ovk Vo ss ?\ace 65 3,b Nd 109 o'JI �ao 'Net k:kol-,(j kN se -�el)lp IRS oj or, oake CITY OF 4&44dw Ae=4-4&Tda Office of Building Official REQUEST FOR INSPECTION Date r�� Permit No. 1-9� Time A.M. Received /111, P.M. Z�,- z< ,Job Address 'Locality Owner's Name Contractor BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing Footing Rough Wiring Rough Ej Air Cond. & fo,�Iin Slab E Temp Pole Top Out Heating ".I. Lintel i Final Sewer Fire Place Pre Fab READY FOR INSPECTION A.M Tues. Wed. Thurs. Friday-PM A.M. Inspection Made inspector Final Inspection 7. Cerlificate of Occupancy Date CITY OF 4&4^4-c AeacA-A;& Office of Building Official 'a'/N REQUEST FOR INSPECTIO 9's w, �7— a— q-t5/ Date Permit o. Time A.M, Received PM. Job Addr, s Locality Owner's 2: lie, Name Contractor X AL'i (BU D�I_N r, CONCRETE ELECTRICAL LUMB�ING MECHANIC��L M Framing Footing Rough Wiring E 2��ou g Re Roofing Slab E Temp Pole Top Out Heating Insulation Lintel E Final E Sewer Fire Place F Pro Fab READY FOR INSPECTION Tues. Wed. Thurs. Inspection Made PM. Inspector of Occupan y DATE: ------------- FkE-SENVICE UIVISION JACKSONVILLE ELECTRIC AUTHORITY 2�s,3 WEST DUVAL STREET JACKSONVILLE, FLORIDA 32202 THE FOLLOWING FINAL INSPECTIOH(S) HAVE BEEN MADE AND ARE �6ATISFACTORY : -/��---------- ----------------- ------------------------------------------------- ----------- -------------------------------------- --------- --------------------------------------- --------- --------------------------------------- Enclosed are the blue copies of the permits. SINCERE BUILDI/NG INSPECTION DIVISLON cc: FILE TRANSMITTAL DOCUMENT FOR JEA DATE: The following permits have passed "rough" inspection: Permit No. Address (L/ ZY Please update your records accordingly. Th�nk__ BUILDING CLERK CITY OF ATLANTIC BEACH /vcb J,X 3,1 r" , � OV 6-\v%t3 A Oj fO?% a\3st \are p,ece�\,Jed �ab ,, 3,b \)a e �dal Oev COXACx e IwO, ol"\,As? ;D �va -Wes 000. V\sp 00 T-77 $37 UPARTOPINT 00 Iluilibiwo --,-'Q!J-f0FATLANTIQ_jkf,AQH- . --------- UQCA T I ON- INP2�RNA t1il. M401Fer; 1,ID Type: -,NZORANICAL -ATLANTM, SUCH, FLORIDA 3223,3 � iss of-140''rk: 42* LEGAL DESCRIPTION ---------- 0"tr. t�"e WOOD �FRAME Lot 911 ock Section: 2,� ro ' d S tNOLV FAM I 14Y Pose, IUO Tbwmiship: RNG., 0 -P, j�,Jiiwz : ode- Subdivi ow , tibri�* Selv� Linkside� d 0,00 A ,' 6v cost . , Fees. '*o"U:nt Paid' ' $37 -00 ej 41 tu SKWHV now' 2,,'5Tn 30 ,0004 - ---------- 417 ON ' APPLICAtION FEES, IMPACT FEE $0 .00 D IVE �r'j ar md 4 P. WATER , 2: r)jPAI�T FEE $0 0 Hs ZR 0 F WATER,, M' ZR/TAP $0.00 RS . 9, so 0,( FORMATIO x EAT, CAP I TA,4 OVE. $EWERr. T01 A,dress- EAM ROA $0.00 Ac , v 9 jm� 57, HytRAULli�. S�JARV $0-00, 00 ;SXC,.H IMPAdlt -FEZ $0.00 If T SUACHARGE .00 PID URIN14 �AWTICE—ALL CONCIP19TE IF T1464VU T 139 INSPECT9D,860ORFE 904MS AND FOO PERMITVOtD SIX MONT 6 AFTER DATE OF H mATeRIAL,RUBBISH AND DEBAIS,FROM THIS WORK MUST�NOT:6E PLACED IN)"PUBLIC SPACE,ANUMUST BE ITftER CONTRACTOR OR OW UP ANb kAULto AWAYjay-t N`E W 10t0UPLYVITH THE MECHANICS' LIEN LAW CAN RE $OLT lK N=A, :lrb-, "OUtWING"IMPROVeMENTS." :PAYINGMICIt CORDING TO:APPA'OVEb PL.ANSWHICH ARE kAT O#�`*HfS PERM T,AND SO BJEOT TO REVOCATION FOR' i0APPLJCA6Lt OROVISIONS.OF' LAW. E LA 'StAit H,BUILDING DE RTMENT Lai OR -41MAP SHOWING BOUNDARY SURVEY OF LOT BLOCK d-ma AS SHOWN ON MAP Of: JAZ Yo4 ZlAlle5lOE 4/A//;r AS RECORDED IN PLAT BOOK 44 PAGES Z2AM. OF THE CURRENT PUBLIC RECORDS OF DUVAL CO., FLA.. FOR: 4r,-V-74fX lWMES NOTE: BEARINGS SHOWN HEREON ARE BASED ON THE ABOVE MENTIONED PLAT. .0,4.9r O�c 5.150AM/ 7, 7VX4VfW1P de 4007AI, R54WAF g0`9,1�4' 0r % 9i�k p qs'cA4;'!F'vr 'Faq U It Q, & K A SrOAFLe AWACe k4 4V, q ri r .,Raft*# 4 199 29 4 C4 Z Building and Zo' Ir Zi 7# 7' 9LS'* 1500, "K L 1AIX51DE 1 RMOY CERTWY THAT THIS SURVEY. PERFORMED UNDER MY RESPONSIBLE DIRECTION, MEETS THE hMNWUM LEGEM: TECHNICAL STANDARDS FOR LAND SURVEYORS IN ACCORDANCE WITH CHAPTER 21 HH-6,FLA-ADMINISTRATIVE CODE (PURSUANT TO SECTION 472.027,FLORIDA STATUTES),AND FURTHER CERTIFYTHAT THERE ARE NO VISIBLE ENCROAC-H- MENTS UPON THE SUEUECT PROPERTY EXCEPT AS SHOWN ON THIS SURVEY. 0 1/2"FOLOD WON 0 1/2"WT - -L.8-11M ELQQQ ;ZIWCATE; THE LOT SHOWN HEREON IS IN FLOOD 8.0a. VALD"m Moymm" ZONE —I x" AS SHOWN ON THE FLOOD INSURANCE RATE UNISON AND ASSMIATIES, INC. a c-i'AL Ass" MAP, COMMUNITY PANEL W 12007E- L?00/ DATED 1643 NALDO AVE. JACKISONVILLE, FLA 32207 P.40" ARC DISTAUM CH. c"0010 ONTAOU P.G. F4MW QF CVftATUM SURVEYED APT14 13 19 94 ��6 Z�-r ��- P.T. po"ff OF TAmommy t4 TERM SURVEYOR NO C36/, FLA 10-kc. pomy OF""Me com SCALE: p-c-c po"11 Of C04111boum G� 1,140 CITY OF ATLANTIC BEACH, FLORIDA Appro-d by APPLICATION FOR SLECTRICAL -PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE: 9 IMPORTANT NOTICE% IN CON91DERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, WHICH ARE A PART HEREOF, AND IN ACCORDANCE WITH THE ELECTRICAL REGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES. 5iD Ali ELECTRICAL FIRM: MASTO ELECTRICIAN SIgNATURE__ JOURNEYMAN NAME. A D D R E 8 8: 1614 R F D_5 0 x BLDG.SIZE BETWEEN: RES.,W AFT. COMM. PUBLIC,( INDUS. NEWAf OLD REW.I ADDITION( TRAILER I TEMP.( SIGNS ( SO.FT. SERVICE: NE%�< INCREASE( RE' PAIR FEE CONDUCTOR SIZE _4e�* AMPS /50 COPPER I ALUM SWTC[i OR BREa%ER AMPS- PH W IZ90 VOLT RACIM&Y— EXIST.SERV.SIZE AMPS PH wi VOLTI RACEWAY FEEDERS NO. size IND. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL 0-30 AMPS. SWITCHES INCANDESCENT FLUORE;CENT&M.V. FIXED 0-i00 AMPS. APPLIANCES 2_�� I BELL TRANSF. AIR H.P.RATING H.P.RATING CONDITIONING COMP.MOTOR OTHER MOTORS AMPS CEIL HEAT; KW-HEAT 0.1 OVER MOTORS H.P. VOLTAGE PHS NO. I VOLTAGE PHS 16. -,MISCELLANEOUS TRANSFORMERS: UNDER 600 V. OVER 600 V. NO. KVA NO.--- IKVA NO. VA. MA. MOTOR IZE SWITCH FLASHER EACH SIGN NO.NEON TRANSF. FORWARDED TOTAL FEES Of 4 0 JPOAJ.� OkWG, k014 s okc, Xlk vao k3esl kAela�lfg Ge lop 00 SeNe ,,0 0 folk S\?�D n\ ol PN,;�O, cj�ov\ \AeN 06 \Ned.. kf\s9 �ja,�oq r Qke jwokN�\q J�k�kr I:le, 00 Ge \1�0-11 1\�es- . Awl cal CITY OF j2e4CA- Office of Building Official REQUEST FOR INSPECTION Permit Date No. Time Received PM Job Address Locality Owner's Name Contractor BUILDING CONCRETE ELECTRICAL C—P—cu�� MECHANICAL Framing 171 Footing Rough Wiring E Air Cond. & Re Rooting F- Slab -10�--Temip Pole Top Out L Heating Insulation :1 Lintel 7 Final Sewer E Fire Place READY FOR INSPECTION Pre Fab (M.n Tues. Wed. Thurs. Friday Inspection Made ---PM. !nspecior-- Final Inspection Cerlificate of Occupancy Date CD 0 Cl ID C, 'ID CA CD -CI, 0 oo 13 S , -I- TO- CD C, C.)A c", % 7& ID CD 44,_ 09PARTM04T Mal OF AtL T LocATjoy I NFORMT I ON' PLIMIT, I NPORMAT I OR` bIRVt DR J't NUT�be!r 1403�. LINKS A 3 2 2 3 1 TD L I NO ALT LANT 11 C B Lt P UME LEGAL DZSCRI PT 10 ---------- o 151 k bAs t Lot' V Towns rop ILY osed 0 subdivision# SELO' LINKSIDE DjW�'J'1'j ode Ags-, - �c OS t 0.00 $5,7 ' 00 $51.00 41,20/CA J wo x r no- arpt 1,cwT I ON OF, P MIT , - $57 .00 S 114P Af r z to ros IDZ D I'IV E so o S PER WA M TZ IT 0: 0 AP 0.0 -1i R.,S RADON 10AS R,4,DONL� C' "5%,' T 0 ........... mwb, $0 .100" ato CAPTTA �4 oi, $0.06 L T t j V C _IPLA4 32210 4XDRA1ULIC 0H)WE 14Q 0 0 C�ROSS 'CONNECTION $16 0 4 $ 110M 0 COX '61OR �$Oap tT [)t0F,0RVP0UIRING-, IE �'ORMO AND FOOTIRGS MUSI, 136114SPECTE, r PERM FT P DA%OF_1S$Ue' IT 'ID SIX MONTHS A E OTI�EL PLAOEP IN 9,01-L-0tNG MATERIAL,,RUSSISHAND,; 'PUBLIC SPACE,A )EIaAISfROM THIS WORK MUST, ND BE UPAND U' TH kA L Yr,By'p jor A�" EACONTRACTOR'OR,OWN W IEN LA CAN ARSULT IN 191RE T-4 Omo WITNTHEVECHANICS'L'L TYV,0W'NfWPAY1' TM . BVILDIIN NG CE:FO, 01,IMMMEMENTS. L 'AND 6USJ ARE PAAfOF THISPEAMI'V TO,AVOCATION FOR i�A0k6vE6,',0LA 4s WH 1CH PROVISIO OF LAW. 148 I ABLE P's,". F7 �Ti 1 ftARGE t ME NT 000m."x" 0"11 Woo, 41" 1*_�5, g CITY OF ATLANTIC BRACH APPLICATION FOR PLUMBING PERMIT JOB LOCATION:A OWNER OF PROPERTY:- BUILDING CONTRACTOR PLUMBING CONTRACTOR AND ADDRZSS: /6/)_k TELEPHONE NUMBER: L99a) STATE LICENSE NO: TYPE OF BUILDING: TYPE OF WORK: HOW MANY OF THE FOLLOWING FIXTURRS INSTALLED SINKS SHOWERS LAVATORY -WATER HEATERS c2 -BATH TUBS -DISHWASHERS ---..LURINALS DISPOSALS -CLOSETS NABBING MACHINE FLOOR DRAINS' SHOWER PANS OTR TOTAL FIXTURE COUNT: x $3.50 + $15.00 x $ ---------------------------------------------------------------- INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE MOST RECENT RDITION'OF THE SOUTHUN STANDARD PLUMBING CODE. CALL A DAY AHEAD TO SCHZDULZ tNSPRCTION8 - (904) 247-5826 -7 0 CITY OF ATLANTIC BEACH PERKIT CALCULATION SHEET Address A-/0-3 - D/-z Date 00 -per sq f t = $ Heated Square Footage �d @- s . 5 Garage/Shed 0Y @ $ 11 .0 0 per sq f t = $ Carport/Porch @ $ 0 Oper sq f t = $ Deck 0 @ per sq ft = $ Patio 0 @ $ per sq ft = TOTAL VALUATION: C)o (9 0 1st $ <0 000 Total Valuation 2)-1 01 Lf-� Remaining Value per thousand o portion thereof TOTAL BUILDING FEE + 1/2 Filing Fee $ ;2 (( ) Fireplaces 0 $15-00 $ V BUILDING PERMIT FEE $ (o 3 0 3 WATER IMPACT FEE $ SEWER IMPACT FEE $ WATER METER/TAP $ A C. A) CAPITAL IMPROVEMENT 0 SEWER TAP (fq�-�) RADON (HRS) .0050 -7 SECTION H PAVING HYDRAULIC SHARES CROSS CONNECTION SURCHARGE .0050 $ 7-, OTHER $ GRAND TOTAL DUE s 2-2,— ADDITIONAL PERMITS OR FFES: Mechanical_; Plumbing Electric/New Electric/Temp_;SwimmingPool Septic Tank Well_; Sign .....�Finish Floor Elevation Survey 0 ther CALCULATIONS and/or NOTES: PSR-3W "T ;)Op# $0 LANTICBEACH %ITY OF AT 77777- 0 --------- LOCATIOtf I01? R14A -'PERMIT INFORMATIOW . I , , A N d es3-. 1401 L K DR DRIVE ' Ad r ATLANT I C BEAM, ,FLORIDA, 32 2 a 3 Pe.rt�it Type: BUILDIN �Dlg Into ----------- SCR f work,*.� NEW Lot WOOD FRAME Typ -0 Tovnshi� "M so: V NqLE frAM I LY -,-� ,�: , A "IrX,p ;,"O'ed Li ID9 #Z� A '6de Subdivitiow SZLVA 1OKS 1 '44 :0 ue: A. t Val ' 487 941 00 $0 Cost: r v -2 $2 772 Z t2771.21 4,��6 -1,07 77,7- ICE App -'CATION F S IjI I-ON t633.00 -ATE 0 0", A INT DRIVZ s1lou WAT JWH r Et Ou S-H.R,S RADON RAVO#�l C $0.36 '414 ASOSVI I $0.00 AL x'ST V AdAreO -r r I 1 1. $0.00 HYDRAULIC SURE rT.:, 32216 0 1-34 T 54 Vve I. 3 -FIE, $0 Oc:.tj IMPACT1. -7 4 P 8 1994 I y OF TIC cl T'SE INSPECtED SeF POURING CONCRETE FORM$AND FOOT NGS MUS �' ,NOT ICE-ALL PERMIT VOID,SIX MONTHS AFTER DATE OF ISSUE 4K MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE 9UfLDtNG'MATERIAL,RU15BISHAND DEE)RISfROM THIS WOI 'RED UP OWNEO: �CLEA w4l)HAU LED,AWAY By EITHER�CONTRACTOR OR EWLAWCANAIKSULT IN, U FAILUAIJE, TO COMPLY,", WITWTHE MECHAN, TWICEFOR41 PEATY OWN15-A ;PAYING, UILDIN01 THE PRO "ISSUED AC G To APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR ION'OF APPLICABLE PRQVIStONS OF,LAW. 41 �Z$O 40 H BUILDING DE. IrIPdAN CIA%,PRINTING 0>~ C14 M of Commencement (PR&PARS IN DUPUCAM rZ4 To whom it may concern: will be made to certain iell, property, and in > The undersigned hereby Informs you that Improvements g Information is stated In this NOTICE Z 0 accordance with section 713.13 Of the Florida Statute$# the '0110win OF COMMENCEMENT. U tv L. o-�K- ------ --------—--- ---------- P") Description of property -----------------�_J& 0 _�--------- According to plat thereof recorded in plat book 44 pages 0 Ti "rida. Duval of the current public records of General description of improvements -------------------------------------------------------------------- W Construction of Single Family Residence with Garage on concrete slab n ----------------—------------- — -----7- -------------- —--—------------ Centex Real Estate Corporation Owner --------------------------------—---------------------------------------------------------------- 0 6620 Southpoint Drive Suite 400 Jacksonville Florida 32216 04 Address ---------------------------—-------------------------------------------------------------------- .z Fee Simple ----------------------------------------- 0 Owner's interest in site of the improvement ---------- 0 0 Fee Simple Title holder (if other then owner) ------------------------------ ------------------------------- r4 Name ------------------------------------------------------------------------------------------------------- Address ------------------------------------------------------------------------------------------------ Contractor ---s4me__as--owner-----------------------------------------------------—----------------- Address -----------------------------------------------------------------------------------—------------ -—-——-------------- Surety (if any) -------------—---------—--------------- -------------------- Z WAddress ----—--------------——---—-—------------------------------—Amount of bond $-------------- Name and address of any person making a loan for the construction of the improvemellts. W Name -------------------------------------------------------------------------------------------------- Address ------------------------------------------------------------------------------------------- Name of person within the State of Florida, other than hhnsel, designaW by owner upon whom notices or other documents may be served: Arthur Day Name -------------------------------- —--------------------------------------- 6620 Southpoint Dr Suite 400 Jacksonville, Florida 32216 Address --------------- In addition to himself, owner designates the followInS person to receive a copy of the Lienoes Notice as provided in Section 713.06 E23 Eb], Florida St&tut*L MW In at Ownees OPtIon). Name Address -------------------- -------------- ;�AVA-Y THI**FAC9 FOR K19COMOWN U99 ONLY AMMUT) 1;Y_ - - - - - -O;N-zx - - - - - - - - Sworn to and subscribed before me this Z.T��- day of "I'D Q-(� 1994 by Arthur Day who 0 M0. SS10# 34 Wj&r*0;n Not;r'y _YubV-- fAt-Ate-of riorida f$ #CC 302317 :A . ,.% . T GIT -IROPERTY oEscRrPTION PIR 7 19 9 4 .ot 0 4.�:-Blook 8--------Section 716 OCEAN BOULEVARD P.0.BOX 25 ------ Buflding and ZoninLTLAtMC BEACH.JrLORTDA 32233 iubdivission: TELEPHONE(Si04124%-2J95 itreet N me, DESCRIPTION OF WORK ir Addre:os- It In a FLOOD HAZARD 'lood Zones— --------area complete Pago 30 Brief Descriptions-Z� Class of Works (Now/Remod*I/Addition) .ONING INFORMATION Type of Conatruct Ions :oning �>o Proposed sistrict s----- Estimated Vilue ------------------- :xceptions or Hateriales ariancess Granted*------- - - -------- Solid or ------ ------- ------------------- Filled Grounds ---Roots Ike--=PW--- OWNER INFORMATION Method of Meetings_zff��=-f-L Property Owners -------- Phones----Q-� Mailing Address-&� (f-- o- ----------- ZLP3-�s CONTRACTOR INFORMATION Contractors Nailing Address$-- ----------------- Zips_ License Numbers— 7-5:- Expir;zion -------------- Dates I mmzev ceRTiry TWAT I MATZ RCAD AND CXANIVIM TV12 APPLICATION APO KNOW THE SAME TO BE TRUE AND CORNICCT. ALL MMY1210116 OF TMk LAWS AND ORDINANCES GOVERNING THIS TVPC Of WORK VILL BE COMPLICO WITH, vucruen arectrizo NOMIN Olt NOT. TNC GRANTING Or A PC*MtT DOES NOT PRC:;URE TO GIV8 AUTU:NITT TO VXOLATZ ON CAUML TUC PROVISIONS OF ANY FEDERAL. STATC OR LOCAL RULES. GO LA 2 1 LUDINO TUC GOVERNING Or CONSTRUCTION OR THE I REGULATION , 000 MANCICS, W $JAHN TRUE AND C r Al IRV C I CUSTARD THAT THC ISSUAMCC or THIS PERMIT 15 W T CONTINGENT UPON TH6 A0OV4 ION 0 C0HRCCT AN PCRFORMANCC Cop CO*ST*UCTXCNI T 19 219 AT 9 ::UCUA0N 0 THAT TUC PLANS ANO SUPPORTING DATA HAVC DEEP ON SUALL- 119 I DO= A INCO. 1% �c !?%!� ' 07 - Owner Signatur ---------- te Controotor iii9nature------ -- ------ --------Do ------- CITY OF ATLANTIC BEACH Fixture Unit Worksheet for Water Impact Fee FIXTURE UNITS ARE ESTABLISHED AS THE MEASUREMENT OF WATER DEMAND FOR EACH WATER FIXTURE UNIT INSTALLED AND CONNECTED TO THE CITY WATER SYSTEM. THE WATER SUPPLY CHARGE IS HEREBY FIXED AT TWENTY DOLLARS PER FIXTURE UNIT CONNECTED TO THE CITY WATER SYSTEM. BATHROOM GROUP CONSISTING OF SERVICE SINK TRAP STAND WATER CLOSET, LAVATORY & BATH (8) TUB OR SHOWER STALL (6) IWATER CLOSET WATER CLOSET, TANK OPERATED (4) VALVE OPERATED (8) BATHTUB/SHOWER (2) URINAL WALL LIP (4) SHOWER GROUP PER HEAD (3) FLOOR DRAIN (1) SHOWER STALL DOMESTIC (2) LAUNDRY TRAY (2) LAVATORY (1) COMBINATION SINK AND TRAY (3) —L—WASHING MACHINE (3) POT, SCULLERY SINK (4) DISHWASHER (2) WASH SINK EACH SET OF KITCHEN SINK (2) FAUCETS (2) DENTAL LAVATORY (1) KITCHEN SINK WITH WASTE DENTAL UNIT OR CUSPIDOR (1) GRINDER (3) BIDET (3) URINAL STALL, WASHOUT (4) FLUSHING RIM SINK (8) COMBINATION SINK AND TRAY WITH FOOD DISPOS. (4) URINAL, PEDESTAL, SYPHON JET DRINKING FOUNTAIN (1/2) BLOWOUT (2) LAVATORY, BARBER/BEAUTY ICE MAKER (1/2) SHOP (2) SURGEONS SINK (3) LAVATORY, SURGEONS (2) JACUZZI (2) URINAL STALL, WASHOUT (4) TOTAL FIXTURE UNITS $20.00 EACH $_ �3 O .UD JOB INFORMATION �103 11A.40 (,D C ENERGY GUIDE y For detailed information of the EPI rating number or for any ITEM listed , ask your Builder for EPI= 99 .4 DCA Form 60OA-93 or Form 60OB-93 0 10 20 30 40 50 60 70 60 90 100 ---------------------------------------X- : The maximum allowable EPI is 100 . The lower the EPI the more efficient the home RESIDENTIAL ENERGY PERFORMANCE RATING SHEET ITEM HOME VALUE Low Efficiency High Efficiency SINGL CLR DBL TINT WINDOWS . . . . . . . . . . . . . . . . . . . . .Double Clear -------------X------- INSULATION . . . . . . . . . . . . . . . . . . R-10 R-30 I -----------------_-XI Ceiling R-Value . . . . . . . . . 30 .0 1 1 R-0 R-7 I --------------------X : Wall R-Value . . . . . . . . . 11 .0 1 R-0 R-19 -------------------- Floor R-Value . . . . . . . . . 0 .0 AIR CONDITIONER . . . . . . . . . . . . . 10 .0 SEER 17 .0 A-------------------- SEER . . . . . . . . . . . . . . . . . . . . . . 10 .0 HEATING SYSTEM . . . . . . . . . . . . . . 6 .8 HSPF 12 .0 -------------------- Electric HSPF . . . . . . . . . . . . 6 .8 WATER HEATER . . . . . . . . . . . . . . . . 0 .88 0 .96 Electric EF . . . . . . . . . . . . . . 0 .88 A-------------------- 0 .54 0 .90 I ----------------- Gas EF . . . . . . . . . . . . . . 0 .00 1 ---- : 0 .40 0 .80 Solar EF . . . . . . . . . . . . . . --------------------- OTHER FEATURES . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I certify that these energy saving features required for the Florida Energy Code have been installed in this house . Builder Date : Address. _5ignature '. City/ziPW-:jj�1A%V &t'ri\ 15>1055 Florida Anerjy Code for Building Construction - 1993 Florida Department of Community Affairs FL-EPL CARD93 Department of Community Affairs SN: 1234 FLORIDA ENERGY EFFICIENCY CODE FOP, BUILDING CONSTRUCTION FORM 60OA-93 Residential Whole Building Performance Method A NORTH PROJECT NAME : Lot 68 Selva LindsidIBUILDER: Centex AND ADDRESS : 1403 Linkside Drive : PERMITTING : CLIMATE Atlantic Beach , Fla : OFFICE : Atlantic Bea � ZONE : 1 � _� 2 � _� 3"X� OWNER : Centex : PERMIT NO . ! JURISDICTION NO .261300 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 . 1421 .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 .Osqft 138 .90sqft b . Tint , film or solar screen 8b . O .Osqft 0 .00sqft 9 . Floor type and insulation : a . Slab on grade ( R-value , perimeter ) 9a .R= 0 .00 , 161 .00 ft 10 .Net Wall type area and insulation: a . Exterior : 2 . Wood frame ( Insulation R-value ) 10a-2 R=11 .00 , 944 .00sqft_ b . Adjacent : 2 . Wood frame ( Insulation R-value ) lob-2 R=11 .00 , 149 .00sqft__ 11 .Ceiling , type area and insulation: a . Under attic ( Insulation R-value ) lla .R=30 .00 , 1421 .00sqft_ 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 . 99 .36 a . Total As-Built points 19a . 27123 .52 b . Total Base points 19b . 27297 .91 ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- 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 t9Z this building will be inspected for PREPARED BY: 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: DATE : Department of Community Affairs SN: 1234 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM 60OA-93 Residential Whole Building Performance Method A NORTH PROJECT NAME : Lot 68 Selva Lindsid : BUILDER: Centex AND ADDRESS: 1403 Linkside Drive � PERMITTTNG :CLIMATE Atlantic Beach , Fla : OFFICE : Atlantic Bea1ZONE: 1 � _� 2 : _! 3 � OWNER : Centex : PERMIT NO . 1JURISDICTION NO .261300 CK 1 . New construction or addition 1 . New Construction 2 . Single family detached or Multifamily attached 2 . Single-Family 3 . If Multifamily-No . of units 3 . 0 4 . If Multifamily , is this a worst case ( yes/no ) 4 . S . Conditioned floor area ( sq .ft . ) 5 . 1421 .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 .Osqft 138 .90sqft b . Tint , film or solar screen 8b . O .Osqft 0 .00sqft 9 . Floor type and insulation : a . Slab on grade ( R-value , perimeter ) 9a .R= 0 .00 , 161 .00 ft 10 .Net Wall type area and insulation: a . Exterior : 2 . Wood frame ( Insulation R-value ) 10a-2 R=11 .00 , 944 .00sqft_ b . Adjacent : 2 . Wood frame ( Insulation R-valUe ) 10b-2 R=11 .00 , 149 .00sqft_ 11 .Ceiling type area and insulation: a . Under attic ( Insulation R-value ) lla .R=30 .00 , 1421 .00sqft 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 . 99 .36 a . Total As-Built points 19a . 27123 .52 b . Total Base points 19b . 27297 .91 ------------------------------------------------------------------------------ ---------------------------------------------------------------------------------- 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 " 553 .908 F .S . I hereby certify that this building is in compliance with the Florida Energy Code . OWNER/AGENT : BUILDING OFFICIAL : DATE: DATE : INFILTRATION REDUCTION PRACTICE COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK PRACTICE #1 606 . 1 COMPLY WITH ALL INFILTRATION PRESCRIPTIVES . ------------------------------------------------------------------------------- Windows 606 . 1 Maximum of 0 .34 CFM per linear foot of operable sash crack jincludes sliding glass doors ) . ------------------------------------------------------------------------------- Exterior & 606 . 1 Maximum of 0 .5 CFM per sq . ft . of door area : solid Adjacent Doors core , wood panel , insulated or glass doors only . ------------------------------------------------------------------------------- Exterior Joints 606 . 1 To be caulked , gasketed , weather-stripped or other- & Cracks wise sealed . -------------------------------------------------------------------------------- PRACTICE #2 606 . 1 COMPLY WITH PRACTICE #1 AND THE FOLLOWING: ------------------------------------------------------------------------------- Exterior Walls 606 . 1 Top plate penetrations sealed . infiltration barrier & Floors installed . Sole plate/floor joint caulked or sealed . ------------------------------------------------------------------------------- Exterior Walls 606 . 1 Penetrations , joints and cracks on interior surface & Ceilings caulked , sealed or gasketed . ------------------------------------------------------------------------ DuctWork 606 . 1 Ductwork in unconditioned space must be sealed . ------------------ --------------------------------------------------------------- Fireplaces 606 . 1 Equipped with outside combustion air , doors and flue dampers . ---------------------------------------------------------------------------------- Exhaust Fans 606 . 1 Equipped with dampers . Combustion devices see 606 . 1 .A .2 . ------------------------------------------------------------------------------- Combustion 606 . 1 Combustion space and water -heating systems provided Heating with outside combustion air , except direct vent appliances . ------------------------------------------------------------------------------- ** OTHER PRESCRIPTIVE MEASURES ( must be met or exceeded by all residences . ) ** ------------------------------------------------------------------------------- Water Heaters 612 . 1 Comply with efficiency requirements in Table 6-11 . Switch or clearly marked circuit breaker ( electric ) or cutoff ( gas ) must be provided . External or built- in heat trap required . ------------------------------------------------------------------------------- Swimming Pools 612 . 1 Spas and heated pools must have covers ( except solar & Spas heated ) . Non-commercial pools must have a pump timer . Gas spa & pool heaters must have a minimum thermal efficiency of 78 percent . -------------------------------------------------------------------------------- - Shower Heads 612 . 1 Water flow must be restricted to no more than 3 gal- lons per minute at 80 PSIG . ------------------------------------------------------------------------------- Air Distribution 610 . 1 All ducts , fittings , mechanical equipment and plenum Systems chambers shall be mechanically attached , sealed , ins- ulated and installed in accordance with the criteria of Section 610 . Ducts in unconditioned attics must be insulated to a minimum of R-6 . Air handlers shall not be installed in attics unless in mechanical closet . ------------------------------------------- ----------------------------------- HVAC Controls 607 . 1 Separate readily accessible manual or automatic thermostat for each system . ------------------------------------------------------------------------------- Insulation 604 . 1 Ceilings minimum R-19 . Common Walls - Frame R-11 or 602 . 1 CBS R-3 both sides . Common ceiling & floors R-11 . ------------------------------------------------------------------------------- SUMMER CALCULATIONS BASE AS-BUILT GLASS----------------- ORIEN AREA x BSPM = POINTS TYPE SC ORIEN AREA x SPM x SOF POINTS --------------------------------------------------------------------------------- NE 80 .40 65 .8 5290 .3 DBL CLR NE 15 .0 57 .7 .94 809 .2 DBL CLR NE 42 .0 57 .7 .94 2265 .9 DBL CLR NE 11 .7 57 .7 .94 631 .2 DSL CLR NE 11 .7 57 .7 .94 631 .2 SE 9 .00 65 .8 592 .2 DBL CLR SE 9 .0 79 . 1 .93 658 .5 SW 28 .50 6S .8 1875 .3 DBL CLR SW 24 .0 79 . 1 .93 1756 .0 DBL CLR SW 4 .5 79 . 1 .93 329 .3 NW 21 .00 65 .8 1381 .8 DBL CLR NW 15 .0 57 .7 .94 809 .2 DBL CLR NW 6 .0 57 .7 .94 323 .7 -------------------------------------------------------------------- --------------- . IS x COND . FLOOR / TOTAL GLASS = ADJ . x GLASS ADJ GLASS GLASS AREA AREA FACTOR POINTS POINTS POINTS --------------------------------------------------------------------------------- . 15 1 ,421 .00 138 .90 1 .535 9 ,139 .62 14 ,02S .27 8 ,214 .26 NON GLASS------------- AREA x BSPM = POINTS TYPE R-VALUE AREA x SPM = POINTS ------------------------------------------------------------------------------- WALLS---------------- Ext 944 .0 .9 849 .6 Ext Wood Frame 11 .0 944 .0 1 .70 1604 .6 Adi 149 .0 .7 104 .3 Adi Wood Frame 11 .0 149 .0 .70 104 .3 DOORS---------------- Ext 21 .0 6 . 1 128 . 1 Ext Insulated 21 .0 4 .10 86 .1 Adi 18 .8 2 .4 45 . 1 Adi Wood 18 .8 2 .40 45 . 1 CEILINGS------------- UA 1421 .0 .6 852 .6 Under Attic 30 .0 1421 .0 .60 852 .6, FLOORS--------------- Slb 161 .0 -37 .0 -5957 .0 Slab-on-Grade .0 161 .0 -41 .20 -6633 .2 INFILTRATION--------- 1421 .0 8 .0 11368 .0 Practice #2 1421 .0 8 .00 11368 .0 TOTAL SUMMER POINTS 21 ,415 .99 15 ,641 .98 TOTAL x SYSTEM COOLING TOTAL x CAP x DUCT x SYSTEM x CREDIT = COOLING SUM PTS MULT POINTS COMPON RATIO MULT MULT MULT POINTS -------------------------------------------------------------------- ----------- 21 ,415 .99 .37 7 ,923 .92 : 15 ,641 .98 1 .00 1 . 100 .340 .860 5 ,031 .09 WINTER CALCULATIONS BASE AS-BUILT GLASS----------------- ORIEN AREA x BWPM = POINTS TYPE sC ORIEN AREA x WPM x WOF POINTS -------------------------------------------------------------------------------- NE 80 .40 -10 .6 -852 .2 DBL CLR NE 15 .0 4 .6 1 . 16 80 .3 DBL CLR NE 42 .0 4 .6 1 . 16 224 .8 DBL CLR NE 11 .7 4 .6 1 .16 62 .6 DBL CLR NE 11 .7 4 .6 1 . 16 62 .6 SE 9 .00 -10 .6 -95 .4 DBL CLR SE 9 .0 -22 .7 .93 -189 .0 Sw 28 .50 -10 .6 -302 . 1 DBL CLR Sw 24 .0 -22 .7 .93 -50:3 .9 DBL CLR Sw 4 .5 -22 .7 .93 -94 .5 NW 21 .00 -10 .6 -222 .6 DBL CLR NW 15 .0 4 .6 1 . 16 80 .3 DBL CLR NW 6 .0 4 .6 1 . 16 32 .1 ------------------------------------------------ ------------------------------- . 15 x COND . FLOOR / TOTAL GLASS = ADJ . x GLASS ADJ GLASS GLASS AREA AREA FACTOR POINTS POINTS POINTS ------------------------------------ ------------------------------------- .15 1 ,421 .00 138 .90 1 .535 -1 ,472 .34 -2 ,259 .39 -244 .78 NON GLASS------------ AREA x BWPM = POINTS TYPE R-VALUE AREA x WPM = POINTS ------------------------------------------------------------ --------------------- WALLS----------------- Ext 944 .0 2 .2 2076 .8 Ext Wood Frame 11 .0 944 .0 3 .70 3492 �8 Adj 149 .0 3 .6 536 .4 Adi Wood Frame 11 .0 1419 .0 3 .60 536 .4 DOORS------- Ext 21 .0 12 .3 258 .3 Ext Insulated 21 .0 8 .40 176 .4 Adi 18 .8 11 .5 216 .2 Adi Wood 18 .8 11 .50 216 .2 CEILINGS------------- UA 1421 .0 1 .2 1705 .2 Under Attic 30 .0 1421 .0 1 .20 170S .2 FLOORS--------------- Slb 161 .0 8 .9 1432 .9 Slab-on-Grade .0 161 .0 18 .80 3026 .8 INFILTRATION--------- 1421 .0 7 .4 10515 .4 Practice #2 1421 .0 7 .40 10515 .4 TOTAL WINTER POINTS 14 ,481 .81 19 ,424 .42 TOTAL x SYSTEM HEATING TOTAL x CAP x DUCT x SYSTEM x CREDIT = HEATING WIN PTS MULT POINTS COMPON RATIO MULT MULT MULT POINTS ------------------------------------------------------------------------------- 14 ,481 .81 .55 7 ,965 .00 : 19 ,424 .42 1 .00 1 . 100 .500 1 .000 10 ,683 .43 WATER HEATING BASE AS-BUILT NUM OF x MULT TOTAL TANK VOLUME EF TANK x MULT x CREDIT TOTAL, BEDRMS RATIO MULT -------------------------------------------------------------------------------- 3 3803 .0 11 ,409 .00 40 .88 1 .000 3803 .0 1 .00 11 ,409 .00 SUMMARY BASE AS-BUILT COOLING HEATING HOT WATER TOTAL COOLING HEATING HOT WATER TOTAL POINTS + POINTS + POINTS = POINTS POINTS + POINTS + POINTS = POINTS ------------------------- ----------------------------------------- ------------------ 7923 .9 7965 .0 11409 .0 27 ,297 .91 503�1 .1 10683 .4 11409 .0 27 ,123 .52 EPI 99 .36 SERIAL # 1234 RESMANUJ( c ) WHOLE HOUSE HEAT GAIN / HEAT LOSS CALCULATION USING EP192-FLA/RES( c ) DATA FILES ( BASED ON A .C .C .A . MANUAL J - SEVENTH EDITION ( c ) 1986 by A .c .c .A . ) ------------------------------------------------------------------------------ N A-M.E --.:L-oll 6..8 S.P-1 v,.a L i n k.P.1 d..e.., I....................... ....................................... ADDRESS . 1403 Linkside Drive I....................-- -.11.1-................ ............................................................................................................................................................ ........................................... ................................................................................................... ............................. C—I T Y I..........A.1-1-a-at k1c.".. B.P.-a-c-h E I a. .-3.122-3-3-............ ........................... 0.W.N.E.R..........;Cle n t..e x ............. ...................................-................... BUILDER :Centex ...............I...................................................................... ............... .................. ........... ............-,........... ........... ..............- ............... .............. ......................... Conditioned Floor Area : 1421 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 21369 .69 : STRUCTURE SENSIBLE 11420 .56 : MECH .VENT- 100 Cfm 2090 .00 : SENS . + MECH .VENT : 13510 .56 : TEMP .SWING @ 3 DEG . : 1 .00 : OCCUPANT/APPLIANCE 3000 .00 DUCT LOSS lb68 .48 : DUCT GAIN 1651 .06 TOTAL LOSS/BTUH 22438 . 17 : TOTAL SENSIBLE 18161 .62 : TOTAL LATENT 8112 .30 -------------------------------------------------------------------- 20% OVERSIZE FACTOR 4487 .63 : 20% SENS .OVRSZE FTR: 3632 .32 ACTUAL + 20% OVERSIZE : 26925 .80 : SENS . + 20% OVERSIZE : 21793 .94 -------------------------------------------------------------------- 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 0 A D C A L C U L A T 1 0 N TYPE Inside Shade Sc Area Loss/Btuh Gain/Btuh GL A S S---------------------------------------------------------------------- Northwest Double Clr Drapes/Blinds 1 IS .00 435 �00 495 .00 Northwest Double Ar Drapes/Blinds 1 6 .00 174 .00 198 .00 Southeast Double Clr Drapes/Blinds 1 9 .00 261 .00 369 .00 Southwest Double Clr Drapes/Blinds 1 24 .00 696 .00 984 .00 Northeast Double Clr Drapes/Blinds I is .00 435 .00 495 .00 Northeast Double Ar Drapes/Blinds 1 42 .00 1218 .00 1386 .00 Northeast Double Clr Drapes/Blinds 1 11 .70 339 .30 386 .10 Northeast Double .Clr Drapes/Blinds 1 11 .70 339 .30 386 . 10 Southwest Double Or Drapes/Blinds I 4 .SO 130 .50 184 .SO Infiltration : Winter Htm 31 .08 x 138 .90 4317 .01 Infiltration : Summer Htm 8 . 18 x 138 .90 1136 .2 --------- --------- --------- Window Frame : Metal SUBTOTALS : 138 .90 8345 . 109 6019 .90 R-Value Area Loss/Btuh Gain/Btuh WA L L S----------------------------------------------------------------------- Wood Stud - Ext . 11 944 .00 3398 .40 2360 .00 Wood Stud - Adj . 11 149 .00 536 .40 253 .30 --------- --------- ---------- SUBTOTALS ; 1093 .00 3934 .80 2613 .30 D0 0 R S---------------------------------------------------------------------- Insulated Core/Metal - Ext . 0 21 .00 371 .70 109 .20 Solid Core/Wood - Adj . 0 18 .80 417 .36 78 .96 Infiltration Wnter Htm( 31 .08 x 39 .80 1236 .98 Infiltration : Summer Htm( 8 . 18 x 39 .80 325 .56 --------- --------- ---------- SUBTOTALS : 39 .80 2026 .04 513 .72 CE I L I N G 5---------------------------------------------------------------- Under Attic 30 1421 .00 1847 .30 2273 .60 FL 0 0 R S------------------------------------------------------------------- Slab on Grade 0 161 .00 Lin .Ft . 5216 .40 000 .00 TOTAL STRUCTURE SENSIBLE * ------------------------------------------------------------------------------- 21369 .69 16510 .56 ------------------------------------------------------------------------------- FLOODP4'AXU DEVELOPMiXT XUFOItHATXOIW Type of Development Flood Zones----- RequIred Lowest Floor lClwvatiml 14;) Xf building IN located within a flood hazard zone* a survei must be made AFTER THS BLAg KA2 BM POURED,, certifying that the LOWEST FLOOR ELCVArXON 18 equal to or above the base flood elevation established for that zone. no final inspection will be me" and no oartAoicate of occupancy will be issued uMtII tb& survey 10 On Ittie, with the BuIldIng Department, COMMENTSt Applicant Acknavlodgesonts X understand that the issuance of this permit As 0GQtIr4;ent upon the - above Information being correct and thot the plane wW ou ting date have be* or shell be provided as required* X agree to Comply with all applicable provisions of Ordinencm Xoo 25,7-11 end all other love or ordinances affecting the prnpo - dowel ___App]Llcant*o Signatur ---------- ---------- --------- -------- Department Use Required Lov*st Floor Elevation ---------- An Ruilt Lowest Flocw Elevation -------- -- Survey Filed with Building Department ... ..... iU-iM;g--D-e--pe-r-t-avnt Representative page 3 13 ' 6 12 ' 8 T22 T23 T24 T25/ T27/ T29 T T30 T31 T32 T33 to in ch t m Lo I T211 T3 co TP m TI YT f U') to JOB: CENTEX HOMES 37 ' LOC:, LOT 58 SELVA LINKSIPE DESIGNER: OLD V TRUSS SPECIFICATIONS FOR LOT 68 SELVA LINKSIDE CENTEX HOMES 930012 The numbers listed below arc a list of truss specifications for the project named above. The engineer's seal on this index sheet indicates acceptance of professional engineering responsibility, in accordance with Florida Statute Chapter 471 and Rules of the Florida Department of Professional Regulation Chapter 2 IH-23, for each component design only. —DRAWING NUMBER DATE DRAWING NUMBER DATE USR732 94092511 04-02-1994 1716 04-05-1994 USR732 94092512 04-02-1994 1717 04-01-1994 XVDPROVF-0 USR732 94092513 04-02-1994 USR732 94091718 04-01-1994 C11Y ()� �jLA�jj-,jr, bEAGH ,U1Lr)114G OFFICE USR732 94092514 04-02-1994 USR732 94091719 04-01-1994 USR732 94092515 04-02-1994 USR 94 91720 04-01-1994 19�4 USR732 94092516 04-02-1994 USR732 94091-M 04-05-1994 USR732 94092517 04-02-1994— USR732 9409172a 04-01-1994 USR732 94092518 04-02-1994 USR732 94091M 04-01-1994 USR732 94092519 04-02-1994 USR732 94091724 04-01-1994 USR732 94092520 04-02-1994 USR732 94091739 04-01-1994 USR732 94092521 04-02-1994 USR732 94092522 04-02-1994 USR732 94092523 04-02-1994 USR732 94022524 04-02-1994 to # USR732 94092525 04-02-1994 # 'T I F I USR732 94092526 04-02-1994 -USR732 94092527 04-02-1994 USR732 94092528 04-05-1994 USR732 94092529 04-05-1994 Tf� F I CL- USR732 94092530 04-02-1994 USR732 94092531 04-02-1994 SIDE USR732 94092532 04-02-1994 D 0 USR732 94092533 04-02-1994 USR732 94092534 04-02-1994 APR 0 5 109T 35 04-02-199 Job:"(930oll-,-Ce'ntex Homes Inc LOT 68 SELVA LINKSIOE) / T23 12'4* COMMON THIS OWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED By TR USS MFR. TOP CHORD 2X4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2X4 SP #2 N UPLIFT (LB): 280 280 C WEBS 2X4 SP #3 BRG.LOC (FT) : 0.00 12.04 TRUSS DESIGNED FOR 110.00 MPH WIND. 15.00 FT ABOVE GROUND WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) TRUSS OESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. 1991 STANDARO�BUILDING CODE. ENCLOSED. MWFRS. Li A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" D.C. ru MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. Lo 0 LO r1i Ln T C4X4 Ln 6 4"3 C2X6 (Al) 2X6(Al) C2X4 6-2-0 6-2-0 J - 1 -4" 1 '4 12'4" OVER 2 SUPPO�ITS R-532# W=3"8 R=532# W=3"B PLT. TYP.- CLARY-V2 DESIGN CRrT TPI FL/l/i/l/F/-/- Rev 17.2h SCALE 0.5000 **IMPORTANT** CLARY DIVISION OF ALPINE WARN I NGT,—SES REQUIRE EXTREME CAPE TC LL 20 .0 PSF REF A732--71007 SMALL NOT BE RESPONSIBLE FOR N HANDLING. ERECTION AND DEVIATION FAOM THIS DESIGN on THESE SPECIFICATIONS, OR ANY BRAC M. SEE MI"I BY TPI. SEE THIS DESIGN TC DL 7.0 PSF OATE 04/02/94 C ARY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH GST6@ BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE 10 .0 PSF 'ORW USR732 94092511 CLARY CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP BC OL CALIlivision of Aloing A446 GR 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SMALL BE LATERALLY BRACED WITH PROPER "0110.1.4�Qduct� I,C TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOT70M CHORD BC LL 0 .0 PSF BY: OLD CONNECTORS PEA DRAWINGS 130. 150 & ISOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE 1801 S. Great SOUthWe$t PkWy. COMPOW W/AppLICAELE PROVISIONS OF NOS&TPI. AN,ENGINEER'S TECHNICAL-UPDATE 17/l/91)IFOR SUGGESTeD TOT.Lo'. 37-�.0 PSF Gran r ria. TX 75051 SEAL ON THIS�ORAWIMG APPLIEq,.J0 THE-CDMPOM6kT OEFLJCTED MEAE� ORVWoUwt APPLICATtON.,.FURNISWA--CDW-OF,T*M -FAC:1 25 ( I ) 6 2d4p :10-3940 IN Y7 ��SMALL NOT BE AELIED UPON IN ANY OTHER-WAY. DESIEW-TO THE TAUBS ER8CIMM_COW%0ACMR� OUR. E. NOS - 1991 NATIONAL-DESIGN-SPEC IFTCAT TOM FOR WOOD CONSTRUCTION 0 TRUSS PLATE INSTITUT SPACI N ....... Job,.' (s30014'—Centex Homes ITIC LOT 68 SELVA LINKSIDE) T24 24*8' SPECIAL THIS OWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED By–TRUSS MFA. TOP CHORD 2x4 SP #2 N nl:2X4 -SP#Z:"B'LO'CK'-*' PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP #2 N UPLIFT (LB): 200 �g PL-r, c WEBS 2x4 SP #3 BRG.LOC (FT): 0,00 12.0 24.17 En TRUSS DESIGNED FOR 110.00 MPH WIND, 15.00 FT ABOVE GROUND WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) . TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. 1991 STANDARO'BUILDING CODE. ENCLOSED, MWFRS. uj LONG GABLE STUDS MAY REQUIRE ADDITIONAL BRACING AND STRUCTURAL ALL PLATES-A�E C2X4 EXCEPT AS NOTED. ru ELEMENTS TO TRANSFER WIND LOADS TO THE CEILING AND ROOF u:) OIAPHRAMS. SEE DRAWING A106 FOR GABLE END DETAILS. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" D.C. bb MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 0 CONTRACTORS WARNING: LO THIS TRUSS IS DESIGNED TO BEAR ANO/OR SUPPORT ADDITIONAL LOADS ru Ln AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING SEE LIBRARY DRAWINGS #19216 SHEET I OF I AND #9087 SHEET INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY, I THROUGH 10 FOR ALL GABLE BRACING DETAILS. ru CONTINUOUS BEARING, C4X6 TT 5 C3X5 4!GlF (C3X4 C3X8 (D V 3X4 (D 3X4 (01) X5 7;7 )'61 C3X4- 12'3"8 12-4-0 12-4-0 12-3-8 5-0-8 '2-0-a-, 5-4-0 24-8" OVER 2 .SUPPORTS R=230# W=--3"8 PLT. TYP.- CLARY-V2 OFSTGN CRTT TPT FL/I/I/I/E/-/- Rev 17.2h SCALE 0.2500 **IMPOR'TANT** CLARY DIVISION OF ALPINE WARNINGT,RUSSES REQUIRE EXTRE14E CARE TC LL 20 .0 PSF REF P732--71008 SHALL NOT BE RESPONSIBLE FOP N HANDLING. ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY SPACING. SEE HIS-91 BY TPI. SEE THIS DESIGN TC OL 7 .0 PSF DATE 04102194 C LARY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH QST88 BY TPI. FDA ADDITIONAL SPECIAL PERMANENT BRACING RE 10.0 PSF ORW USR732 94092512 CLARY CONNECTORS ARE MADE OF 200A GALV. STEEL MEETING ASTM GUIREMENTS. UNLESS OTHERWISE INDICATED. TOP BC OL OA "Sion of AlDing A446 GR 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EA04 FACE OF CHORD SHALL BE LATERALLY BRACED WITH PWPER Engine-0 P-d..t.. In. TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LL 0 .0 PSF BY: OIL D Ar- �j CONNECTORS PER DRAWINGS 130. t5O-6 t6OA�f. DESIGN STANDARDS WITH PROPEFA:Y ATTACHED RIGID CEILING,--SEE- 1801 S. Great SouthweSt Pkwy� CONFOPM W/APft*]rCMLE PROVISIONS-OF MW 9 TPI. AN ENGINEEFt'S TECHNICAL UPDATE Rlt/l%�-FOP�SUGGESIZO�"- TO.T-'L:D,. -37.0,, PS'F Gr and Prai ie. TX 75051 SEAL.ON�THIS DFA*ING�APPLIES.TO THE COMPONEOT DEPICTED HERE DAVWM&APPLICAtION� FURNIS%.JV,COFFA'OFnMfS-- 2 ) r5r-3940- FUR.F*C.'. 14 lhl.��-.!NO.8HALL.NO*-BE--VECIED�UPOW'11&ANNI-OTHER-WAY-* .25 TRUSS PLATL-INSTITFE— NOS- iggi NATIONAL 0 C ICATION,FOR.NOW CGNSTMIC "[tPlArXfNGr4.-..:'24:0'.t- Job: (930019'--C�ntex Homes Inc LOT 68 SELVA LINKSIDE) / T25 24'6* SPECIAL THIS OWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED By TRUSS MFA. TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. SOT CHORD 2x4 SP #2 N UPLIFT (LB) : 200 480 230 WEBS 2x4 SP #3 BRG.LOC (FT) : 0.00 12.00 24.37 TRUSS DESIGNED FOR 110.00 MPH WIND, 15.00 FT ABOVE GROUND WITH DEAD LOAQ OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) . TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. 1991 STANOARO'BUILDING CODE. ENCLOSED, MWFAS. w CONTRACTORS WARNING: A RIGID CEILiNG OR CONTINUOUS LATERAL BRACING AT 24" D.C. THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. ri Ul T C4X 2X4 6 F,;- C3X5 C3X5 LCI C3X4 (Al) X&X5 3X4 (Al) 99 F9 C2X4 3 C4XG 12'3"8 .12*4"8 12-4-0 12-4-0 J 12-3-8 5-0-8 —0—r 5-4-0 24-8" OVER 3 SUPPORTS R=262# W-3"8 R-1290# W-3*8 R-348# W-3"8 PLT. TYP.— CLARY—V2 DESIGN CRTT TPT FL/l/i/l/F/—/— Rev 17.2h SCALE 0.2500 **IMPORTANT** CLARY DIVISION OF ALPINE (YRUSSES REQUIRE EXTREME CAM TC LL 20 .0 RSF REF P732--71009 944LL NOT BE RESPONSIBLE FOR WARNIN IN HANDLING. ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIO-91 BY TPI. SEE THIS DESIGN TC OL 7 .0 PSF DATE 04/02/94 C ARY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTS8 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT 9 AAC ING RE 10 .0 PSF DRW USR732 94092513 CLARY CONNECT014S ARE MADE OF ZOGA GALY. STEEL MEETING ASTM QUIREMENTS. UNLESS OTHERWISE INDICATED, TOP BC DL .1 ll,ine A446 GA 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EA04 FACE OF CHORD SHALL 13E LATERALLY BRACED WITH PROPER E.'lne.red P"duc". I�c TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD BC LL 0 .0 PSF BY: OLD CONNECTORS PER DRAWINGS 130. 150 9 ISOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE 1801 S. Gr:7t,S UthweSt Pkwy. CONFORM W/AppLICABLE PROVISIONS-OF MOSv&-TPI. AN-ENGINEER'S TECMMV.AL- UPDAJE (7/l/91) FOR-SUGGESTWI TOT-.LD. 37-0 PSF Gr and Pr r eo TX 75051 SEAL ON THIS DRAWING APPt;IES,TO THE COMPONENT DEPICTED HERE. 13RYXXL APPtICATIOW.,FURNISH-A COPV- —THIS'- FA 214) 560-364 ;DRO 0 AND SHALL NOT eE-AELrEq.uPoN-zw ANY OTHER WAY. DESIGN TO THE TRUSS EREDTIOM�COWRAC !IN TRUSS PLATE INSTITUTF.� 24'.0 NOSI- 1991 NATIONAL DESIGN SPECI ICATION FOR-MOW COMSTwucri;- ISPACING; I Joo:,(93oo 19—Centex Homes Inc LOT 68 SELVA LINKSIDE) / T27 12*8' SPECIAL THIS OWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED By TRUSS MFR. TOP CHORD 2x4 SP #2 N : T3 2x4 SP #2 Dense: PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. SOT CHORD 2x4 SP #2 N UPLIFT (LB) : 220 300 WEBS 2x4 SP #3 BRG.LOC (FT) : 0.00 12.37 (n TRUSS DESIGNED FOR 110.00 MPH WIND. 15.00 FT ABOVE GROUND WITH DEAD LOAU OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. 1991 STANDARO'BUILDING CODE. ENCLOSED, MWFRS. Li I ru A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" D.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. LO 0 LO rU Ln b. C3X C5X5 ( C 4 X5 (R) T C3X5 fn T LD C4X5 (R) X4 C2X4 3 C2X4 2-4-0 4-0-0 6-4-0 5-4-0 :0 5-4-0 C 4 5 qA)0 12'8 OVER 2 SUPPORTS R=548# W-3"8 �P-464# W=3"8 PLT. TYP.– CLARY–V2 QFSTGN CRTT TPI Fl-/I/I/I/E/–/– Rev 17.2h SCALE 0 3750 **IMPORTANT** CLARY OIvISIoNOF ALPINE WARNINGTRuSSES REQUIRE EXTREME CARE TC LL 20 .0 PSF REF A732--71010 SHALL NOT BE RESPONSIBLE FOP N HANDLING. ERECTION AND 7 .0 PSF 04/02/94 DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIS-91 BY TPI. SEE THIS DESIGN TC OL OATE C ARY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTGe BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE 10 .0 PSF 'DRW USR732 94092514 CLARY CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASIR GUIREMENTS. UNLESS OTHERWISE INDICATED, TOP BC DL OAL.tvi.xo�of A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LL 0 .0 PSF BY: OLD .# CONNECTORS PER DRAWINGS 130. 150 & 160A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE 37 .0 PSF 1801 S. Great Southwest Pkwy. CONFORM W/AppLICABLE PROVISIONS OF NOS I TPI. AN ENSINEER'S TECHNICAL UPDATE 1711/91) FOR SUGGESTED TOT.LO. Grand Pr airie. TX 75051 SEAL ON NIS DRAWING APPLIES To THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS (2141 660-3940 ' Y� �!R SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TOM ERECT ION_CONTRACTOR. DUR.FAC. 1 .25 P.�T; USS PLATE INSTITUTE. NOS - t9gi NATIONAL DESIG14 SPECIFICATIO04 FOR WOOD CONSTRUCTION SPACING' 24.0 ja t) (930019�-Ce'ntex Homes Inc LOT 68 SELVA LINXSIOE) / T28 12*8* SPECIAL THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED By TRUSS MFA. TOP C.HORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. SOT CHORD 2x4 SP #2 N UPLIFT (LB) : 220 300 WEBS 2x4 SP #3 BRG.LOC (FT) : 0.00 12.37 cn TRUSS DESIGNED FOR 110.00 MPH WIND. 15.00 FT ABOVE GROUND WITH DEAD LOAD' OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) . TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. 1991 STANDAROiBUILDING CODE. ENCLOSED, MWFRS. Rj A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. LO th. o LO ru Ul Ul C3JXA4" C4X5 (R) C5X6 in T C' C:;;- F C3X5 LO T C4X5 (R) 1'3'2 3 1 R- I C2X4 C3X4 4-4-0 4-0-0 4-4-0 b-4-0 - 1 - 2-0-0 - 1 - 5-4-0 C5X6 12'8" OVER 2 SUPPORTS R=548# W-3"8 �R=464# W-3"8 PLT. TYP.— CLARY—V2 DESTGN CRIT TPT Fl /l/l/l/E/-/- Rev 17.2h SCALE 0.3750 **IMPORTANT** CLARY DIVISION OF I,,* RUSSES REQUIRE EXTREME CARE SHALL NOT BE RESPONSIBLE FOR WARNING, HANDLING. MOTION AND TC LL 20 .0 PSF REF P732--71011 CLDEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. 09 ANY BRACING. SEE HIO-91 BY TPI. SEE THIS DESIGN TC OL 7.0 PSF DATE 04/02/94 ARY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST88 BY TPI. FOR ADDITIONAL SPECM PERMANENT BRACING RE CLARY CONNECTORS ARE MADE OF 20GA GALY. STEEL MEETING ASTM QUIREMENTS. UNLESS OTHERWISE INDICATED. TOP BC OL 10 .0 PSF DRW USR732 94092515 A 0 ivigion of Alpin. A446 OR 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER Im TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD BC LL 0 .0 PSF BY: OLD�7 t, n CONNECTORS PER DRAWINGS 130. 150 & 160A-F. DESIGN STANOAMS WITH PROPEIN-Y ATTA04ED RIGID CEILING -- SEE TOT.LD. 37.0 PSF 180I.S. Gr::t,Southwest PkWy. CONFORM W/APPLICASLE PROVISIONS OF NOS 9 TPI. AN ENGINEER'S TECHNICAL UPDATE (7/1/911 FOR SUGGESTED Gr no Pr r e I TX 75051 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS OUR.FAC. 1 .25 (2141 660-3940 IN ONLY. AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR, r----TPI - TRUSS PLATE INSTITUTE. NOS- 1991 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION [SPACING 24.0" ion� (93001!4,--Centex Homes Inc LOT 68 SELVA LINKSIDE) T29 12'8" SPECIAL THIS OWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED By TRUSS MFR. TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP #2 N UPLIFT (LB) : 220 300 C WEBS 2x4 SP #3 BRG.LOC (FT) : 0.00 12.37 cn TRUSS DESIGNED FOR 110.00 MPH WIND. 15.00 FT ABOVE GROUND WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) . TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. 1991 STANDARO'BUILDING CODE. ENCLOSED, MWFRS, A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" D.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 0 Lo ru Ul Cl C3X C5X5 (R) C4X6 (R) 6 C3X5 Lo T In x v C4X5 (R) 1'3'2 C2X4 3 6-4-0 4-0-0 2-4-0 C45W-0 5-4-0 12-8" OVER 2 SUPPORTS R=543# W=3"8 .14=459# W-3"8 PLT. TYP.— CLARY—V2 DESTGN CRTT TPT FL/l/l/l/F/-/- Rev 17.2h SCALE 0 .3750 **IMPORTANT** CLARY DIVISION OF ALPINE WARN I NGTF'USSES REQUIRE EXTREME CAPE TC LL 20 .0 PSF REF P732--71012 SHALL NOT BE RESPONSIBLE FOP N HANDLING. ERECTION AM DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIS-9t BY TPI. SEE THIS DESIGN TC OL 7 .0 PSF DATE 04/02/94 C ARY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH GST88 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE BC OL 10 .0 PSF '0RW USR732 94092516 CLARY CONNECTORS ARE MADE OF ZOGA DALY. STEEL MEETING ASTM GUIREMENTS. UNLESS OTHERWISE INDICATED. TOP 0ALItylojon of AlptM A445 GA 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER E�Q'nl—d P�4uctw- '" TRUSS AND UNLESS OTHERWISE LOCATED ON T341S DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LL 0 .0 P'SF BY: OLDA-Z-r—'L\ CONNECTORS PER DRAWINGS 130. 150& IGOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE, TOT.LD. 37.:0 PSF� 180taS. Gr:atlSoUthwest Pkwy. CONFORM WIAPPLICASLE PROVISIONS OF NOS 9 TPI. AN ENGINEER'S TECHNICAL UPDATE 17/t/91) FOP SUGGESTED Gr nd Pr I r e TX 75051 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRY FURNISH A=CDFPTHM-1 DUR.FAC.�1 .25- 10 2141 sro-3�40 IN ONLY. AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. OrSWl:tLTAppTL4E'CATf'lU'D8"ERECTION CO .--rpz . TRUSS PLATE INSTITUTE, NOS - 1991 NATIONAL DESIGN SPECIFICATION FOR WOW COWTPUCrIcw t hPA N 24 0"— J00T (930019"--Centex Homes InC LOT 68 SELVA LINKSIOE) / T30 12-8- SPECIAL THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) !SUBMITTED By TRUSS MFR. TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP #2 N UPLIFT (LB): 220 300 c: WEBS 2x4 SP #3 BRG.LOC (FT) : 0.00 12.37 cn TRUSS DESIGNED FOR 110.00 MPH WIND. 15.00 FT ABOVE GROUND WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) . TRUSS DESIGNED WITH EGUAL LENGTH PANELS UNLESS DIMENSIONED. 1991 STANOARO�BUILOING CODE. ENCLOSED, MWFRS. A RIGID CEILiNG OR CONTINUOUS LATERAL BRACING AT 24" D.C. ri MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. UO .t. 0 LO ri Ln C5X5 (R) c C3X5 LO C3X5 T fn ====9 C X5 C4X5 (R) clu 1'3'2 C2X4 3 1 B-4-0 4-4-0 5-4-0 C�5VIi-0-0 5-4-0 12'8 OVER 2 SUPPORTS R=543# W-3"8 ;S-459# W-3"8 PLT. TYP.- QLARY-V2 QFSTGN CRIT TPI Fl-/I/I/1/F/-/- Rev 17.2h SCALE 0.3750 **IMPORTANT** CLARY DIVISION OF ALPINE EXTREME CARE SHALL NOT BE RESPONSIG E FOR WARN I NGTRussEs REQUIRE TC LL 20 .0 PSF REF P732--71013 L N HANDLING. ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICAT IONS. OR ANY BRACING. SEE HIS-91 BY TPI. SEE THIS DESIGN TC OL 7 .0 PSF DATE 04/02/94 C LARY FAILURE TO BUILD THE TRUSS IN CONFOR14ANCE WITH QSTeB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE MARY CONNECTORS ARE MADE OF 206A GALV. STEEL MEETING ASTM QUIREMENTS. UNLESS OTHERWISE INDICATED. TOP BC OL 10 .0 PSF DRW USR732 94092517 OA of A101.0 A446 GR 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM C140RO BC LL 0.0 PSF BY: 0 L D A-F- CONNECTORS PER DRAWINGS 230. 150& ISOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID-Cj'lLjQG---SEE- 1801 S. Great SouthweSt PkWy. , CONFORW.W/APPLICABLE PROVISIONG,OF MM I TPI. AN ENSINEER'S TECHNICAL UPDATE. (7/t/04)-FQW�9�20.'- TOT'.LD-. 37-.O� rj9F- Grand Prairie. TX 75051 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE- DRYWk.L APPLICATION. FUWHS141A (2141 660-3940 !t� NOT BE RELIED UPON IN ANY OTHER WAY. I DESIGN TO THE TRUSS ERECTION IMPY OF THIS OUR.FAC., 1 -25- 1 IN CONTRACTOR. T=LL -:�-24.0 PLATE-INSTITUTE. NOS 1991 NATIONAL DESIGN SPECIFICATION FOR NOW CONSTRUCTiON SPACING Job:' (9300191-Centex Homes Inc LOT 68 SeLVA LINKSIOE) / T31 12'8* SPECIAL THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED By TRUSS MFR. TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP #2 N UPLIFT (LB) : 200 340 WEBS 2x4 SP #3 BRG.LOC (FT) : 0.00 12.04 TRUSS DESIGNED FOR 110.00 MPH WIND. 15.00 FT ABOVE GROUND WITH DEAD LOAqr OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) . TRUSS DESIGNED WITH EGUAL LENGTH PANELS UNLESS DIMENSIONED. 1991 STANDARD BUILDING CODE. ENCLOSED, MWFRS. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" D.C. RIGHT ENO VERTICAL MAY NOT BE EXPOSED TO HORIZ. WIND PRESSURE, MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. co C5X5 4 C3X5 6 C3 8 T 2'4"3 —IL C2X4 `3 3 C3X5 1 10-4-0 -12-0-g.1 1 - 5-4-0 -'j-n-0-'- 5-0-0 C5 �iX5 (R) 12'4* OVER 2 SUPPORTS R-536# W-3"8 R-446# W-3"8 PLT. TYP.- CLARY-V2 DESTGN CRIT TPT Fl /l/l/l/F/-/- Rev 17.2h SCALE 0.2500 **IMPORTANT** CLARY DIVISION OF ALPINE WARNINGTRussEs REQUIRE EXTREME CAPE TC LL 20 .0 PSF REF P732--71OJ4 SHALL NOT BE RESPONS18LE FOR N HANDLING. ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATION& 09 ANY BRACING. SEE HIS-91 BY TPI. SEE THIS DESIGN TC OL TO PSF DATE 04/02/94 ARY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH QSTSa BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACM RE CLARY CONNECTORS ARE MADE OF 200A GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP BC DL 10 .0 PSF DRW USR732 9409251EI CAL.ivi.lon of Alp— A446 GR S EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER BY: OLDAr- L-1 TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORG BC LL 0 .0 PSF CONNECTORS PER DRAWINGS 00. t5O 9 IGOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE 1801 S. Great SOUthweat Pkwy. COWOP14 W/APPLICASLF PROVISIONS.OF NOS 9 TPI. AN ENGINEER'S TECHNICAL UPDATE (7/t/911 FOR SUGGESTED TOT.LD. a7 .G PsF Gr ano Pr, Irle.. TX 75051 SEAL ON THIS DRAWING APPLIES TO THE C014PONENT DEPICTED HERE DRYWALL APPLICATION. FURNIGH A COPY OF THIS (2141 :150-3940 IN;70�Y� NO SHALL NOF BE AELIED'VPON IN ANY OTHER WAY. I DESIGN TO THE TRUSS ERECTION,CONTRACT!!, muw FfAc: -1--.25- TALMO PLAJE INSTITUTE NOS- 199t NATIONAL DESIGN SPECIFICATION FOR Maw CONSTRUCTION SPACING 24.0" JC10: (930019--Centex Homes Inc LOT 68 SELVA LINKSIOE) T32 12'8* SPECIAL THIS OWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED By TRUSS MF TOP CHORD 2xA SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. SOT CHORD 2xA SP #2 N UPLIFT (LB): 200 370 WEBS 2xA SP #3 BRG.LOC (FT): 0.00 11.71 TRUSS DESIGNED FOR 110.00 MPH WIND, 15.00 FT ABOVE GROUND WITH DEAD LOA15 OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) . �j TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. iggi STANDARO BUILDING CODE. ENCLOSED, MWFRS. w RIGHT END VERTICAL MAY NOT BE EXPOSED TO HORIZ. WIND PRESSURE. (A) IX4 #3 HEM-FIR OR BETTER CONTINUOUS LATERAL BRACING TO rk) BE EQUALLY SPACED. ATTACH WITH (2) 8d NAILS. BRACING A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" D.C. MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENOS TO A MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. SUITABLE SUPPORT BY ERECTION CONTRACTOR. 0 to ru C3 6 C- ,,C3X5 00 C3X5 T 2-4-3 1 3'2 C2X4 __:3 3 t C2X4 5-4-0 0' 4-8-0 C5 r�P_ tU5 (R) 12' R=524# W=3"8 OVER 2 SUPPORTS R=440# W=3"8 PLT. TYP.- CLARY-V2 OFSTGN CRTT TPI Fl /l/l/I/F/-/- Rev 17.2h SCALE 0 2500 **IMPORTANT** CLARY OIVIS,oN OF ALPINE S EXTREME CARE SHALL NOT BE RESPONSIBLE FOR WARN I NGT`us E:S REQUIRE TC LL 20 .0 PSF REF R732--71015 N HANDLING, EWEC ION AND T DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. 09 ANY BRACING. SEE HIS-91 BY TPI. SEE THIS DESIGN TC OL 7.0 PSF DATE 04102194 OCLARY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OBTSS BY TPI. FOR ADDITIONAL SPECIAL PEP44ANENT BRACING RE CLARY CONNECTORS ARE MADE OF 206A GALV, STEEL MEETING ASTM QUIREMENTS. UNLESS OTHERWISE INDICATED, TOP BC OL 10 .0 PSF �RW USR732 94092519 A Alpi" A-446 OR 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER j_ TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LL 0 .0 PSF BY: OLDkLJ- CONNECTORS PER DRAWINGS 130.� 150 Z tSOA-F. DESIGN STANBARBS-o WMPROWJ&Y*ATTACHED--RlgtDICELUNS:---91!t' 1801 S. Sr:at,S thweat Pkwyr. COWDR*W/AppLICASE ppZVUIOW TaT-.LO. a7.0, Ps� , OU OF NOS,9;TPI. AN,ENSINEEW 8 -TEOMICAL- UPOATe (7/j/90-FOWSUGaZWED� Gr,nd.Pr r e. TX 75051 SEAL ON THIS DRAWING APPLIES TO.THE COMPONENT DEPICTED HER& DRYWALL APPLICATION, FURMM-4 COPl-OF-*TMIS DUR.FAC. 1 .25, 21 ) 650-3940 L,NOV'9E.RELIED.UPOK IN ANK,OTHER WAV�. I OE&T6K.TO TW..TRUS6.EW140M..0 1'l-2 Y, D l'pwfQk - r ��7F'ISUPSPLATE INSTffUTL, NOS- l9W==TIONA E§IGWSPECI OAtIM-FOR WOOD 'SPAGIN 24- ".7 - -Ot' T Job: (93ooig--Centex Homes Inc LOT 68 SELVALINKSIDE) T33 12'6* SPECIAL THIS OWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED By TRUSS MFP. TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP #2 N VPLIFT (LB) : 200 350 C: WEBS 2x4 SP #3 BRG.LOC (FT) : 0.00 11.71 Ln TRUSS DESIGNED FOR 110.00 MPH WIND. 15.00 FT ABOVE GROUND WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) . TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. 1991 STANDAR9 BUILDING CODE. ENCLOSED, MWFAS. ru A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" D.C. RIGHT ENO VERTICAL MAY NOT BE EXPOSED TO HORIZ. WIND PRESSURE. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. U0 0 LD ri L11 ru 0 C5X5 (R) 4 C3X5 6 p;- C3X5 T 2'4"3 - 1'3*2 C2X4 __,:3 3 -L C3X4 10-10-8 5-4-0 —C-57E—f"-(Y 4-8-0 12'X5 R OVER 2 SUPPORTS A-524# W=3"8 R-434# W-3"8 PLT, TYP.- CLARY-V2 DESIGN CRTT TPI Fl /l/l/l/F/-/- Rev 17.2h SCALE 0.2500 *)(IMPORTANT** CLARY DIVISION OF ALPINE SSES REQUIRE EXTREME CAM L NOT BE RESPONSIBLE FOR WARNINGTRu TC LL 20 .0 PSF REF A732--71016 N HANOLING. ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIS-91 BY TPI. SEE THIS DESIGN TC OL 7 .0 PSF DATE 04/02/94 ARY FAILURE TO 13UILO THE TRUSS IN CONFOAMANCE WITH 05188 BY TPI. FDA ADDITIONAL SPECIAL PERMANENT BRACING RE CLARY CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM QUIREWNTS. UNLESS OTHERWISE INDICATEM TOP BC DL 10 .0 PSF ORW USR732 94092520 0C'L.vt8l*n of AlPine A446 CA 0 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER E'O"'"a P"duct" Inc TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LL 0 .0 PSF BY: OLD" CONNECTORS PER DRAWINGS 130. 150& 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE 1801 S. Great Southwest PkwY. CONFORM*/APPLICABLE PROVISIONS OF NOS 9 TPI. AM ENGINEER'S TECHNICAL UPDATE (7/l/911 FDA SUGGESTED TOT.LO. 37.0 PSF Grand Pr:Irle, TX 75051 SEAL ON THIS DRAWING M4-LIES TO THE COMP014ENT DEPICTED HERE I::;WALL APPLICATION. FLOURISH A-COPY OF THIS OUR.FAC. I *.2p 21 1 60-3940 1 IN ONLY. AND SHALL NOT BE RELIED UPON rx ANY OTHER WAY. I'M TO THE TRUSS ERECTION CONTRACTOR. .--TPI - TRUSS PLATE INSTITUTE. NOS 1991 NATIONAL DESIGN SPECIFICATION FOR WOW COWT;57TION [SPACING 24 Jaw' (9300192-Centex Homes Inc LOT 68- SELVA LINKSIOE) / T35 12'11'8 SPECIAL THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED By TRUSS MFR. TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. SOT CHORD 2X:4 SP #2 N UPLIFT (LB) : 300 220 C WEBS 2x4 SP #3 BRG.LOC (FT) : 0.00 12.67 (n TRUSS DESIGNED FOR 110.00 MPH WIND, 15.00 FT ABOVE GROUND WITH DEAD LOAD' OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) . TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. 1991 STANDARO 'BUILDING CODE. ENCLOSED, MWFRS. A RIGID CEIL�NG OR CONTINUOUS LATERAL BRACING AT 24" O,C. ru MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. LO Z. 0 (0 C5X5 (H) C u T T C31X5 clu C:= I C2X4 (Al) C3R-4-- 4'3 3.6 C4X5 (R) 1 -4" -1-0 3-7-8 6-0-0- 1 - 9-4-0 6-11-8 12' 11 8 OVER 2 SUPPORTS R=572# W=3"S R=463# W=3"8 PLT. TYP,— CLARY—V2 DESIGN CRIT TPT FL/I/I/I/F/-/- Rev 17.2h SCALE 0.5000 **IMPORTANT** CLARY DIVISION OF ALPINE W A R N I N(YRUSSES REOU IRE EXTREME CAW TC LL 20 .0 PSF REF A732--71017 SHALL NOT BE RESPONSIBLE FOR IN HAMMING. EWXTION AND CLDEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIS-91 BY TPI, SEE THIS DESIGN TC OL 7.0 PSF DATE 04/02/94 ARY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST88 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE CLARY CONNECTORS ARE MADE OF 20GA GALY, STEEL MEETING ASTM QUIREMENTS. UNLESS OTHERWISE INDICATED. TOP BC DL 10 .0 PSF DRW USR732 9.4092521 A Olvi.jan of A 10" A446 GR 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRAMO WITH PROPER 0 .0 PSF BY: &F- TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD BC LL OLD CONNECTORS PER DRAWINGS 130, 150& ISOA-F. DESIGN STAN"AGS WITH PROPERLY ATTACHE13 RIGID CEILING --SEE 180I.S. Gr::t,SoUthWoSt Pkwy. C13WORM W/APPLIrASLE PROVISIONS OF NOS 9 TPI. AN ENGINEER'S TECHNICAL UPDATE (7/1/gtl FDA SUGGESTED TOT.LD# 37.0 PSF Ge nd Pp ' e TX 75051 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS IDUR.FAC. 1 25 1 (214) 660-3640 !IN. SHALL NOT BE RELIED UPON IN ANY OTHER WAY.__ I DESIGN To rmE t C CTOR� 011 6PZCTMT ON 4. N; RUSS PLATE INSTITUTE. NOS - 1991 NATIONAL DESIGN SPECIFICATION�F-: ISPACING job: (930olg--Centex Homes Inc LOT 68 SELVA LINKSIOE) T36 12'11'8 SPECIAL THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED By TRUSS MF TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. SOT CHORD 2x4 SP #2 N PLIFT (LB) : 300 220 C WEBS 2x4 SP #3 M.LOC (FTI: 0.00 12.67 cn TRUSS DESIGNED FOR 110.00 MPH WIND. 15.00 FT ABOVE GROUND WITH DEAD LOAJJ OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) . TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. 1991 STANDARD BUILDING CODE. ENCLOSED, MWFRS. W N3 A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" D.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. to LO ru pi C5X5 . C2X u C3X5 6 C3X6 C2X4 (Al) _z:2 3.6 C5X5 Ole B-0-0 4—il-8 1 4- 3-7-8 9—4-0 12' 11"S OVER 2 SUPPORTS R=572# W=3"S R=463# W=3"S �PLT. TYP.— CLARY—V2 DESIGN CRIT TPI FL/l/l/l/E/—/— Rev 17.2M SCALE 0 .5000 **IMPORTANT*)( CLARY DIVISION OF ALPINE WARN I NGT`USSES REQUIRE EXTREME CARE TC LL 20 .0 PSF REF A732--71018 SHALL NOT BE RESPONSIBLE FOR N HANDLING. ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIS-91 BY TPI. SEE THIS DESIGN TC OL 7. 0 PSF OATE 04/02/94 C LARY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTS8 BY tPl. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE 10 .0 PSF ORW USA732 94092522 CLARY CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM QUIREMENTS. UNLESS OTHERWISE INDICATED. TOP BC DL OA Alpj�. AAAG GA 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER '.. *.'t.. I_ TAM AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD SC LL 0 .0 PSF BY: OLD �4 1801 S. Great Southwest Pkwy.* CONNECTORS PER DRAWINGS 130. 150 S ISOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE TOT.LD. 37 .0 PSF CONFORM W/APPLICAGLE PROVISIONS OF NOS C TPI. AN ENGINEEA'S TECHNICAL UPDATE 17/1/91) FOR SUGGESTED D' Gr and Pr airie. TX 75051 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS DUR.jFAC. 1 .25 (214) 660-3940 1 R N] ��SHALL 11 HE RELIED UPON IN ANY OTHER WAY. DESIGN IQ THE TRUSS ERECTION coNrFucroR. 'RUSS PLATE INSTITUTE. Has - igsi NATIONAL DESIGN SPECIFICATION FOR W000 CONSTRUCTION SEP A] 24 .0 Jat): (930019'-Centex Homes Inc LOT 68 SELVA LINKSIDE) / T37 12*11*8 SPECIAL THIS OWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUB41TTED BY TRUSS MFA. TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP #2 N UPLIFT (LB): 300 220 WEBS 2x4 SP #3 BRG.LOC (FT) : 0.00 12.67 (n TRUSS DESIGNED FOR 110.00 MPH WIND, 15.00 FT ABOVE GROUND M WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) . -4 TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. 1991 STANDARO'BUILDING CODE. ENCLOSED, MWFRS. w A RIGID CEILiNG OR CONTINUOUS LATERAL BRACING AT 24" D.C. ru MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. LD bl. 0 (D Rl Ln ru v4 u C3X8 LO C4Xb 773 C2X6 (Al) --a- -z:n 3.6 -0k� C5X5 10-0-0 2-11-8 1 - 3-7-8 9-4-0 12' 11"S OVER 2 SUPPORTS R=572# W=3"8 R=463# W=3"8 PLT. TYP.- CLARY-V2 OESIGN CRIT TPT FL/l/l/l/F/-/- Rev 17.2h SCALE 0-3750 **IMPORTANT** CLARY DIVISION OF ALPINE E REQUIRE EXTREME CAPE ALL NOT BE RESPONSIBLE FOP WARN I NGTRUSS S TC LL 20 ,0 PSF REF P1732--710ig SH N HANDLING, ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE Hla-91 BY TPI. SEE THIS DESIGN TC OL 7 .0 PSF DATE ---0,4/02/94 OCLARY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH 9STS0 BY rpi. FOR ADDITIONAL SPECM PERMANENT SPACING RE CLARY CONNECTORS APE MADE OF 20GA GALV. STEEL MEETING ASTM QUIREMENTS. UNLESS OTHERWISE INDICATED. TOP BC OL 10 .0 PSF ORW USP732 9,4092523 D�Sian of AlDi— AAA6 GA 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATMING� BOTTOM CHORD BC LL 0 .0 PSF BY: OLD CONNECTORS PER DRAWINGS 130. 150 6 150*-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING--SEE ISOI.S. Gr::t,Southwe$t Pkwy. CONFORM /APPLICABLE PROVISIONS OF NOS 6 TPI. AN ENGINEER'S TECHNICAL UPDATE 17/1/911 FOR SUGGESTED TOT.LD. 37.0 Ps-F Gr na Pr r 0. TX 75051 BEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS DUR.FAC. 1 .25 (2141 650-39AO NO SHALL NOT BE RELIED UPON IN ANY OTHER WAY. I DESIGN TO THE TWSS ERECTION CONTRACTOR. i TRUSS PLATE INSTITUTE. NOS - iggi NATIONAL OMGN SPECIFICATION FOR WOOD COWRY SPACING 24.0" Jot]: (930019--Centex Homes Inc LOT 68 SELVA LINKSIDE) T38 12'11*8 SPECIAL THIS DWG. PREPARED FROM COMPUTERINRUT (LOADS & DIMENSIONS) SUBMITTED By TRUSS MFA. TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP #2 N UPLIFT (LB): 300 220 C WEBS 2x4 SP #3 BRG.LOC (FT) : 0.00 12.67 TRUSS DESIGNED FOR 110.00 MPH WIND. 15.00 FT ABOVE GROUND WITH DEAD LOAP OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) . TRUSS DESIGNEO WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. 1991 STANDARD BUILDING CODE. ENCLOSED, MWFRS. w A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" D.C. RIGHT END VERTICAL MAY NOT BE EXPOSED TO HORIZ. WIND PRESSURE. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. U) ri Ln ri C4X5 (R) X4 T T C3X6 M z ir) C2X4 C 2 AX 4 (L A fl) —4-n 3.6 y C5X6 12-0-0 0--1 1 8 3-7-8 9-4-0 12' W8 OVER 2 SUPPORTS R-572# W=3"8 R=462# W-3"8 PLT. TYP.— CLARY—V2 DESIGN CRIT TPT FL/l/l/l/F/—/— Rev 17.2h SCALE 0.2500 **IMPORTANT** CLARY DIVISION OF ALPINE W A R N I N GrRUSSES REQUIRE EXTREME CARE TC LL 20 .0 PSF REF A732--71020 SHALL NOT BE RESPONSIBLE FOR N HANDLING� ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIS-91 BY TPI. SEE THIS DESIGN TC OL 7.0 PSF DATE 04/02/94 (CCLARY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST68 BY TPI. FDA ADDITIONAL SPECIAL PERMANENT BRACING RE CLARY CONNECTORS ARE MADE OF 206A MV. STEEL MEETING ASTH QUIREMENTS. UNLESS OTHERWISE INDICATED. TOP BC OL 10 .0 PSF ORW USR732 94092524 A '.�xjon of Alpin. A446 CA 9 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACEO WITH PROPER r V�ooucts. I.. TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SWATHING. BOTTOM CHORD BC LL 0 .0 PSF BY: OLD C, CONNECTORS PER ORAWNW-130i-150L G�tGOi-�. DESIbit STANIUM 3r %� I i� . t801 S. Great Southwest Pkwy,,- CONFORM WIAPPLICABLE PROVISIONS.,OF MM-r TPI. AllFNGINEER'S TECHNICAL UPOA�&. 17,A$Ahl FOR-SUGSEDTGQ.� T Gran r Pie, TX 75051 SEAL ON THIS DRAWING,APPLIES TO THE COMPONENT DEPICTED HERE DRYWALJL APPLICATIOW-FUR*UWA COPY OF-THIS, DUR"'FAC. -1 .25- 21 ) 6 o4p :10-3940 NO SHALL NOT SE-RELIED UPOWjN ANY OTHER WAY. DESIGN TO THE-JOUS&SRECTIOK-CONTRAPTOR. 2 N-, ! IRUSS PI-ATE.-INSTITUTE. NOS-� 1991 NATIONAL DESIGN�SPECIFJCAT TON TCR!_W000-COMWffUCTjOK SPAg;ING -2.4.G,"" Job' (93oolg--Centex Homes Inc LOT 68 S8LVA LINKSIDE) T39 12*11*8 SPECIAL THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFA- TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP #2 N UPLIFT (LB) : 300 220 C WEBS 2x4 SP #3 BRG.LOC (FT) : 0.00 12.67 cn TRUSS DESIGNED FOR 110.00 MPH WIND, 15.00 FT ABOVE GROUND WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) . TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. 1991 STANOARO�8UILDING CODE. ENCLOSED, MWFRS. U) ru A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" D.C. RIGHT END VERTICAL MAY NOT BE EXPOSED TO HORIZ. WIND PRESSURE. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. U0 ru Ln ri C2X T C3X8 ul ul C2X4 C2X6 (Al) 3.6 C3X 4- 3-7-8 9-4-0 C6X6 12 11 8 OVER 2 SUPPORTS R=490# W=3"B R-A68# W-3"8 PLT. TYP.— CLARY—V2 DESTGN CRIT TPT FL/l/l/l/F/—/— Rev 17.2h SCALE 0. **IMPORTANT** CLARY DIVISION OF ALPINE REQUIRE EXTREME CARE SMALL NOT BE RESPONSIBLE FOP WARNING,"'wsEs TC LL 20 .0 PSF REF R732--71021 N HANDLING. ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIS-91 BY TPI. SEE THIS DESIGN TC OL 7.0 PSF DATE 04/02/94 C ARY FAILURE TO BUILD TVIE TRUSS IN CONFORM&KCE WITH aST68 BY rPI. FOR AGOITIONAL SPECIAL PERMANENT BRACING RE 10 .0 PSF DRW USR732 94092525 CLARY CONNECTORS ARE MADE OF 20GA GALY. STEEL MEETING ASTM QUIREMENTS. UNLESS OTHERWISE INDICATED. TOP BC DL OAL.'..ian of Alai- A446 GR 5 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER E�gi_-d I_ TRUSS AND UNLESS OTHERWISE LOCATED ON.THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LL 0 .0 PSF By- CONNECTORS.PER DRAMINGS.130. -i5%4-lSOA-F. DESISO�,STAN&ARDS-' %UK.0AOPekLT-4TTACMEO'RIGi9 Ct-fCIW6--S#lf- ISOI.S. Great Soutilwast Pkmy.. CONFOW W/APPLICABLE PROVISIONS-OF NO&-r.TPI. AN EW. flDASUGQS6UQ*.- PS Gr no r irie. TX 75051 SEAL ON THIS�DPA*VNG,APPt:lES;TO THE COMPOKKT-DEPIC'=�e ORTKA&-#WPPLlCA4fGKu-'fURWrw A'40"'OF a OuR.:F'AC". 660-3940 IN Y, Ale SHALL Nor I TRUSS PLATE INSTITUTE. NM.- AM NATIONAL WOOD ZMMCT SP-AGr Job: (9300ig -Centex Homes Inc LOT 68 SELVA LINKSIOE) T40 24'11'8 SPECIAL THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED By TRUSS MFP. TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP #2 N UPLIFT (LB): 340 400 WEBS 2x4 SP #3 BRG.LOC (FT): 0.00 24.67 (n TRUSS DESIGNED FOR 110.00 MPH WIND. 15.00 FT ABOVE GROUND WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) . SPECIAL CONNECTION/HANGER FOR 923.46# REACTION AT LEFT ENO. 1991 STANOARD*BUILOING CODE. ENCLOSED, MWFRS. (A) IX4 #3 HEM-FIR OR BETTER CONTINUOUS LATERAL BRACING TO TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. BE EQUALLY SPACED. ATTACH WITH (2) Bd NAILS. BRACING MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENOS TO A A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" D.C. SUITABLE SUPPORT BY ERECTION CONTRACTOR. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. ru Ln ru M C5X5 (R CJX4 C5X R) 4X5 ,C3X5 T ;0 C3X6 _F 1'1'15 K C3X6 C nx C3X8 12-4-8 7-4-0 5-3-0 C2X4 C2X4 24' 11"B OVER 2 SUPPORTS R=923# W=3" R=923# W=3"8 PLT. TYP.- CLARY-V2 DESTGN CRTT TPT Fl /l/l/l/E/-/- Rev 17.2h SCALE 0.2500 **IMPORTANT*M CLARY DIVISION OF ALPINE S S REQUIRE EXTREME CARE SHALL NOT BE RESPONS113LE FOR WARN I NG,`u sE TC LL 20 .0 PSF REF P732--71022 N HANDLING. ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIS-9i BY TPI. SEE THIS DESIGN TC OL 7.0 PSF DATE 04/02/94 OCLARY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST08 BY TPI. FDA ADDITIONAL SPECIAL PERMANENT BRACING RE CLARY CONNECTORS ARE MACE OF ZOGA GALV. STEEL MEETING ASTM QUIREMENTS. UNLESS OTHERWISE INDICATED. TOP BC OL 10 .0 PSF ORW USR732 94092526 A"'.,Sion of Alain, A446 GA 8 EXCEPT AS NOTED, APPLY CONNECTORS TO EACH FACE OF CHORD SMALL BE LATERALLY BRACED WITH PROPER OL -C S,gi...1.0 In. TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC L L 0 .0 PSF B Y: Great Southwest Pkwy. CONNECTORS PER DRAWINGS 130. 150 9 ISOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING —SEE TOT LD. 37.0 PSF IT S CONFORM W/APPLICABLE PROVISIONS OF NOS 9 TPI. AN ENGINEER'S TECHNICAL UPDATE (7/t/911 FOR SUGGESTED Grand Pr airle, TX 75051 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS AC. 1 .25 (21,) 660-3940 JIM. Y AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. 0 A TRUSS PLATE INSTITUTE. Nos - tggt NATIONAL DESIGN SPECIFI.CATION FOR W=CONSTRUCTION _ASPACING Job:'(930019"Centex Homes Inc LOT 68 SELVA LINKSIDE) T41 29'B'8 SPECIAL THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFA. TOP qHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP #2 N UPLIFT (LB) : 420 430 C WEBS 2x4 SP #3 BRG.LOC (FT): 0.00 29.42 (n TRUSS DESIGNED FOR 110.00 MPH WIND, 15.00 FT ABOVE GROUND WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) . SPECIAL CONNECTION/HANGER FOR 1099.21# REACTION AT LEFT END. 1991 STANDARO;BUILDING CODE. ENCLOSED, MWFRS. W (A) IX4 #3 HEM-FIR OR BETTER CONTINUOUS LATERAL BRACING TO TRUSS DESIGNL WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. ru BE EQUALLY SPACED. ATTACH WITH (2) 8d NAILS. BRACING MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" D.C. SUITABLE SUPPORT BY ERECTION CONTRACTOR. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. ru 0 ru C5X5 (R C5X5 (R) A C3X4 3X5 in 6 (A) Iq (A) (A) C3XB CO X4 N(A) C3X6 T _T_ 2'4"3 C3X4 C5 5 C cyx--g- 14-4-8 3-4-0 12-0-0 C3XB C2X4 i" 29*8"8 — - I R=1099# W=3" OVER 2 SUPPORTS R=1099# W=3"8 PLT. TYP.,- CLARY-V2 bEsIGN CRTT TPT FL/l/l/l/E/-/- Rev 17.2h SCALE 0.2500 **IMPORTANT** CLARY oivzszomoFALPiNE WARNINGTRUSSES REQUIRE EXTREME CAM TC LL 20 .0 PSF REF A732--71023 SHALL NOT BE RESPONSIBLE FOR N HANDLING. ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIS-91 BY TPI. SEE THIS DESIGN TC OL 7.0 PSF DATE 04/02/94 CL ARY FAILURE rO BUILD THE TRUSS IN CONFORMANCE WITH GSTSS BY TPI. FOR ADDITIONAL SPECIAL PERMANENT SWING RE CLARY CONNECTORS ARE MADE OF 206A GALV. STEEL MEETING ASTH GUIREMENTS. UNLESS OTHERWISE INDICATED. TOP BC OL 10.0 PSF DRW USA732 94092527 OA D� ... . Aj.j�* A446 GR 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LAT ERA LLY BRACED WITH PROPER TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC. LL 0.0 PSF BY: OLD CONNECTORS PER DRAWINGS 130, 150 & ISOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING-SEE ISOI.S. Great Southwest Pkwy. CONFORM W/APPLICABLE PROVISIONS OF NOS 9 TPI. AN ENGINEER'S TECHNICAL UPDATE 17/l/90 FOR SUGGESTeo TOT.LD. 37.0 PSF Gr,nd Prairie. TX 75051 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS JDUR.FAC. 214) 660-3940 1 IN.��;Yt ��SHALL V40T BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONMTOR, 1 .25- T;US.PLATE INSTITUTE. NOS- iggi MATIONAC OMEN SPECIFICATION FOR WOOD CONSTM I ISPACING 24.0" Job: True Truss (930019--CenteX Homes Inc LOT 68 SELVA LINKSIDE) T42 30, SPECIAL THIS OWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP #2 N UPLIFT (LB) : 430 440 C WEBS 2x4 SP #3 :W3 2x6 SP fi Dense: BRG.LOC (FT): .. 0.00 29.71 W) TRUSS OESIGNEO�FOR 110.00 MPH WIND, 15.00 FT ABOVE GROUND M WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) . -4 SPECIAL CONNECTION/HANGER FOR 1109.99# REACTION AT LEFT END. 1991 STANDARD BUILDING CODE. ENCLOSED. MWFRS. w ri (A) IX4 #3 HEM-FIR OR BETTER CONTINUOUS LATERAL BRACING TO TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. BE EQUALLY SPACED. ATTACH WITH (2) 80 NAILS. BRACING LO MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' D.C. SUITABLE SUPPORT BY ERECTION CONTRACTOR. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. ru Lq ru CD C4X4 C3XB 3X4 (A) io Cl C2X3 (A) 3X6 T C4 w _F - V4*3 C5XI2 C2X3 C nx C05 I t CPX31. C2X3 C8x8 16-4-0 13-8-0 i- 30' OVER 2 SUPPOAfS R=1110# W=3" R=1110# W-3"S Seq: 11062 PLT. TYP.- CLARY-V2 DESIGN CRIT TPI FL/l/i/l/E4-/- Rev 17.2h SCALE - 0.2500 **IMPORTANT** CLARY DIVISIONOFALPINE WARN I NGT:U5sE5"0"'F%TKK CARE TC LL 20 .0 PSF REF R732--7t024 SHALL NOT Be RESPONSIBLE FOR HANDLING. ERECTION AND DEVIATION F:OW THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE H19-9i BY TPI. SEE THIS DESIGN TC OL 7.0 PSF DATE 04/05/94 OCLARY FAILURE To UtLO THE TRUSS IN CONFORMANCE WITH 9ST08 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE CLARY CONNECTORS ARE MADE Of 20SA GALV. STEEL MEETIND AST9 OUIREMEN7S. UNLESS OTHERWISE INDICATED. TOP SC DL 10 .0 PSF DAN USR732 94092528 A O',�.tan of Alottic A446 OR 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL 13E LATERALLY BRA= WITH PROPER - "Utt" Inc TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEhTHINr, 90710M CHORD BC LL 0.0 PSF BY: OLD Aj- CONNECTORS PEA DRAWINGS 130. 150 9 MOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING —SEE TOT.LO. 37.0 PSF 'Sol S' Great SoUth"St Pk"Y' CONFORM W/APPLICABLE PROVISIONS OF NOS 9 TPI. AN ENSINEER-S TECHNICAL UPDATE 17/V"l FOR XXIBESTED Grand Prairie. TX 75051 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS OUR.FAC. 1 .25 (214) 660-3940 [IN ONLY. AND SHALL NOT BE RELIED UPON IN A=a= G44 TO THE TRUSS EWX710N CONTRACTOR. tg_ t.- -d SPACING d--TPI - TRUSS PLATE INSTITUTE. NOS- 91 MATILL OFSANDESSPIECIFICAT ION FOR 9000 CONSTAWTIO04 24.0" Job: True Truss (930019--Centex Homes Inc LOT 58 SELvA LINKSIOE) TA3 30, SPECIAL THIS OWG. PREPARED FROM COMPUTER INPUT (LOADS DIMENSIONS) SUBMITTED BY TRUSS MFR- ' TOP CHORD 2xA SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. >c . BOT CHORD 2x4 SP #2 N UPLIFT (LB): 430 440 WEBS 2x4 SP #3 : W3 2x6 SP #1 Dense: BRG.LOC (FT) : 0.00 29.71 TRUSS DESIGNED'FOR 110.00 MPH WIND, 15.00 FT ABOVE GROUND WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) . SPECIAL CONNECTION/HANGER FOR iliO.00# REACTION AT LEFT END. 1991 STANDARD BUILDING CODE. ENCLOSED. MWFAS. w ru . (A) IX4 #3 HEM-FIR OR BETTER CONTINUOUS LATERAL BRACING TO TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. BE EQUALLY SPACED. ATTACH WITH (2) 8d NAILS. 13RACING MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24* O.C. SUITABLE SUPPORT BY ERECTION CONTRACTOR. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. Ul ru C5X5 CS 5 C3X4 3X4 6 C;,- (A) C2X3 X6 T C4X5 1'8*3 c _F 1'4*3 C5XI2 C3X4 C3 4 C3X7 C4X5 C��3 CSX8 14-8-0 -j- 3-4-0 -1- 12-0-0 C2X3 30' R=1110# W=3" OVER 2 SUPPORTS R=1110# W-3 1"8 Seq: 11060 PLT. TYP.- CLARY-V2 DESIGN CRIT TPI FL/l/l/l/E/-/- Rev 17.2h SCALE - 0.2500 **IMPORTANT** CLARY ("VISION OF ALP'* WARNINGMussEs REQUIRE EXTREME CARE TC LL 20.0 PSF REF R732--71025 SMALL NOT BE RESPONSIBLE FOR N HANDLING. ERECTION AND CLADEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY SPACING. SEE HIS-91 BY TPI. SEE THIS DESIGN TC DL 7.0 PSF DATE OA/05/94 RY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST86 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE CLARY CONNECTORS ARE MADE OF 209A GALV. STEEL MEETING AGIN GUIREMEENTS. UNLESS OTHERWISE INDICATED, TOP BC DL 10.0 PSF DRW USR732 94092529 A "�Sim of Alaing A446 GR 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SMALL BE LATERALLY OR&= WITH PROPER TRUSS AM UNLESS OTHERWISE LOCATED ON THIS DESISK POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LL 0.0 PSF BY: OLQ9-7 CONNECTORS PER DRAWINGS 130. 150& 150A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE leo'aS' Gr:atlSOUthWqSt PkWY- CONFORM W/APPLICABLE PROVISIONS OF NOS 6 TPI. AN ENGINEER'S TECHNICAL UPDATE f7/l/gil FOR SUGMTrD TOT.LD. 37.0 PSF Gr nd Pr Ir-a. TX 75051 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS i -25 (214) 660 3940 1 IN.��Y, SH NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. DUR.FAC. T;_ �2 - 1 T . T5.;.'ATE INSTITUTE. NOS- 199t NATIoNAL OtSIGN SPECIFICATION FOR WOOD CONSTRUCTION SPACING 24.0" Jo(7: (930019'--Centex Homes Inc LOT 68 SELVA LINKSIDE) / T4A 36' SPECIAL THIS DWG. PAEPAREO FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED By TRUSS MFR. TOP CHORD 2x4 SP #2 N SPECIAL CONNECTION/HANGER FOR 1105.52# REACTION AT RIGHT END. BOT 'CHORD 2x4 SP #2 N WEBS 2x4 SP #3 '. WlO 2x6 SP #1 Dense: PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. UPLIFT (LB): 200 540 480 BRG.LOC (FT):.,, 0.00 5.71 35.75 TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. TRUSS DESIGNED FOR 110.00 MPH WIND, 15.00 FT ABOVE GROUND WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) ru (A) iXA 43 HEM-FIR OR BETTER CONTINUOUS LATERAL BRACING TO 1991 STANDARD BUILDING CODE. ENCLOSED, MWFRS. BE EQUALLY SPACED. ATTACH WITH (2) Bd NAILS. BRACING MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENOS TO A TRUSSES REQUIRE CARE WHEN ERECTING. SEE WARNING NOTES. SUITABLE SUPPORT BY ERECTION CONTRACTOR. RIGHT END VERTICAL MAY NOT BE EXPOSED TO HORIZ. WIND PRESSURE. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" D.C. ru MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. CONTRACTORS WARNING: Ln THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. G5X5 (R C3X (R) C4X6 5X5 C2X4 C X (R) T ;4X%(R) X4 C4 A) (A) T T CZ FX4 OD X F U:3 C3X4 (Al) C3X8 CfX5 C 3 Sol '��M C2X4 C4X6 C4X4 6' — 30' I C5j%_0_0 7-4-0 4-0-0 6-0-0 6-0-0 24-4-0 5-8-0 36' OVER 3 SUPPORTS R=263# W-3"BR-1371# W-3"S R=1106# WSST' PLT. TYP.,- CLARY-V2 OESTGN CRTT TPr FL/l/j/l/F/-/- Rev 17.2h SCALE 0.A875 **IMPORTANT** CLARY DIVISION OF ALPINE WARNINGIT'Ums REQUIRE EXTREME CAW TC LL 20.0 PSF REF R732--71026 SHALL NOT BE RESPONSIBLE FOR N HANDLING. ERECTION AND CLADEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE Hl"I BY TPI. SEE THIS DESIGN TC OL 7.0 PSF DATE 04/02/94 RY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTS8 BY Tpr. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE CLARY CONNECTORS ARE MACE OF 20GA GALV. STEEL MEETING ASTM QUIREMEMTS. UNLESS OTHERWISE INDICATED. TOP BC OL 10 .0 PSF DRW USR732 94092530, A"�'Sion af Alpine AAAS OR 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER — Win*...a�.O..m In. TAM AND UNLESS OTHERWISE LOCATED ON TH13 DESIGK POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD BC LL 0 .0 PSF BY: Groat Southwest PUNY. CONKECTOPS PER DRAWINGS 130. ISO 4 iSOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE TOT.LD. 37.0 PSF IT S CONFORM W/APPLICABLE PROVISIONS OF NOS 9 TPI. AN ENGINEER'S TECHNICAL UPDATE 17/1/911 FOR S"ESTED Grand Prairie, TX 75051 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT OVICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS OUR.FAC. 1 .25 (21') 660-3940 IN.2 Y.1 NO SMALL NOT BE RELIED UPON IN ANY OTHER WAY, DESIGN TO THE TAM ERECTION CONTRACTOR. T TRUM PLATE INSTITUTE. NOS- iSSI NATIONAL DESIGN SPECIFICATION FOR W000 CONSTRUCTION ISPACING 24.0" job: (930019--Centex Homes Inc LOT 68 SELVA LINKSIDE) T45 36' SPECIAL THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFA. TOP CHORD 2x4 SP #2 N SPECIAL CONNECTION/HANGER FOR 1319.03# REACTION AT RIGHT END. BOT CHORD 2x4 SP #2 N C: WEBS 2%:4 SP #3 PROVIDE UPLIFT CONNECTIONS AT 13EARINGS AS INDICATED. (n UPLIFT (LB) : 620 550 BRG.LOC (FT):,,' 0.00 35�75 TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. TRUSS DESIGNED FOR 110.00 MPH WIND. 15.00 FT ABOVE GROUND WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) (A) IX4 #3 HEM-FIR OR BETTER CONTINUOUS LATERAL BRACING TO 1991 STANDARD BUILDING CODE. ENCLOSED, MWFRS. BE EQUALLY SPACED. ATTACH WITH (2) Bd NAILS. BRACING MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENOS TO A TRUSSES REQUIRE CARE WHEN ERECTING. SEE WARNING NOTES. SUITABLE SUPPORT BY ERECTION CONTRACTOR. 0 RIGHT ENO VERTICAL MAY NOT BE EXPOSED TO HORIZ. WIND PRESSURE. LO A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" D.C. ru MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD, Ln Li C5X5 (R) CRX4 (R) T5X6 C5X5 TT T C3X5 \\(A) /A) 6 cn M 4 LO L0 C3X5 (Al) —TI-3 as '__�M M4 C3X4 CM C3X4 C4X6 C2X4 14-0-0 11-4-0 4-0-0 6-8-0 —36' OVER 2 SUPPORT� R=1421# W=3"S R=1319# W=3" PLT. TYP.- CLARY-V2 DESIGN CRrT TPI FL/l/l/l/F/—/— Rev 17.2h SCALE 0. 1875 **IMPORTANT** CLARY DIVISION OF ALPINE WARNIN(YwssEs REQUIRE EXTREME CARE TC LL 20.0 PSF REF R732--71027 SHALL NOT BE RESPONSIBLE FOR N HANDLING. ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. 09 ANY BRACING, SEC HIS-91 BY TPI. SEE THIS DESIGN TC OL 7.0 PSF DATE 04/02/94 C ARY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTed BY tPl. FDA ADDITIONAL SPECIAL PERMANENT BRACING RE 10 .0 PSF DRW USS732 94092531 CLARY CONNECTORS ARE MADE OF ZOGA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. 70P BC OL CALDIVi.ion of AjPjM@ A446 SP 5 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER TAM AND UNLESS OTHERWISE LOCATED ON THIS DESISK POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD BC LL 0 .0 PSF BY: 00kr 6, CONNECTORS PER DRAWINGS J30, 150 9 16GA-F. DESIGN,STANDARDS WITH PROPERLY ATTACHW:RIGID CEILING—SEE' TOT.LO. 3 1801 S. Great Southwest Pkwy. COWOFL4 N/AppLICASLE PROVISIONS OF NOS 9 TPI. AN ENGINEER'S TECHNICAL UPDATE (7/1/911.FOR SUGGESTED 7.0 P S'F Gr and p rairie, TX 75051 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE PY AL APPLICATION. FURNISH A COPY OF TH OUR.FAC. 1 .25 (214 560-3940 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. '..'IG.LTO THE TRUSS ERECTION CONTRACTOR, P I A I -TPI -I PLATE INSTITUTE. MOB - 1991 NATIONAL DESIGN SPECIFICATION FOR WOOO CONSTRUCTIO" __t�LN 24. J00:' (9300ig--Centex Homes Inc LOT 68 SELVA LINKSIOE) T46 36' SPECIAL THIS OWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SU84ITTED BY TRUSS MFA. TOP QHORD 2x4 SP #2 N SPECIAL CONNECTION/HANGER FOR 1319.02# REACTION AT RIGHT ENO. BOT CHORD 2x4 SP #2 N C WEBS 2x4 SP #3 PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. Cn UPLIFT (LB) : 620 550 BRG.LOC (FTI:-.,' 0.00 35.75 TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. TRUSS DESIGNED FOR 110.00 MPH WIND, 15.00 FT ABOVE GROUND w WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) . ru (A) IX4 #3 HEM–FIR OR BETTER CONTINUOUS LATERAL BRACING TO 1991 STANDARD BUILDING CODE. ENCLOSED. MWFRS. BE EQUALLY SPACED. ATTACH WITH (2) Bd NAILS. BRACING MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENOS TO A TRUSSES REQUIRE CARE WHEN ERECTING. SEE WARNING NOTES. b. SUITABLE SUPPORT BY ERECTION CONTRACTOR. 0 A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" D.C. UD MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. ri Ln w ru C6 C3X4 C3X4 TC6X6 C2X4 fn C3X5 (A) TT (A) M CY) C3X5 (Al) M -C2X4--- C5X5 CUB C3XB 12-0-0 15-4-0 4-0-0 4-8-0 36' OVER 2 SUPPORT,$ R=1420# W=3"8 R=1319# W=3" ,PLT. TYP,– CLARY–V2 DESTGN CRIT TPI FL/l/l/l/F/–/– Rev 17.2h SCALE O. iB75 C,TRUSSES REGUIRE EXTREME CARE TC LL 20 .0 PSF REF A732--71028 *IMPORTANT** CLARY DIVISION OF ALPINE WARNIN I SMALL NOT BE RESPONSIBLE FOP N HANDLING, ERECTION AND DEYIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN TC OL 7.0 PSF DATE 04/02/94 C ARY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTSS BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE 10 .0 PSF ORW USA732 94092532 CLARY CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM GUIREMENTS. UNLESS OTHERWISE INDICATED. TOP BC OL (OALIH,i"'A of Aloing A446 GA 5 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY SPACED WITH PROPER E.00.6rod P"Ducts. Inc TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SWEATHING� BOTTOM CHOM BC LL - 0 .0 PSF By. OLOy4Lr–C--, - CONNECTORS PER DRAWINGS 136. 150 G iSOA-F. OESISK STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE TOT.LD. 37.0 PSF 1801 S. Great Southwe3t Pkwy. CONFORM W/APPLICABLE PROVISIONS OF NOS 9 TPI. AN ENGINEER'S TECHNICAL UPDATE 17/t/91) FDA SUGGESTED Grano Prairie. TX 75051 SEAL ON THIS DRAWING APPLIES 10 THE COMPONENT DEPICTED HEJlE DRYWALL APPLICATION. FURNISH A COPY OF THIS OUR.FAC. 1 .25 (214) 560-3940 1 IN,2 ":- � SHALL Nor Be RELrEo uPou IN ANY OTHER WAY. I DESIGN to Tme TRUSS ERECTION CONTRACTOR. it 24-0" - NI -�TPUSS PLATE INST17LYTE Nos- iSSI NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION —]SPACING Job'-. (930019--Centex Homes InC LOT 68 SELVA LINKSIOE) T47 36' SPECIAL THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED 13Y TRUSS MFA. TOP CHORD 2x4 SP #2 N SPECIAL CONNECTION/HANGER FOR 1319.020 REACTION AT RIGHT END. BOT CHORD 2x4 SP #2 N c WEBS 2x4 SP #3 PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. UPLIFT (LB) : 620 550 BRG.LOC (FT): .,, 0,00 35.75 TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. TRUSS DESIGNED FOR 110.00 MPH WIND, 15.00 FT ABOVE GROUND WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) . (A) IX4 #3 HEM-FIR OR BETTER CONTINUOUS LATERAL BRACING TO 1991 STANDARD BUILDING CODE. ENCLOSED, MWFRS. BE EQUALLY SPACED. ATTACH WITH (2) Bd NAILS. BRACING LO MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENOS TO A TRUSSES REQUIRE CARE WHEN ERECTING. SEE WARNING NOTES. SUITABLE SUPPORT BY ERECTION CONTRACTOR, A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" D.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD, ru Ul w w C5X6 C3X4 C2X4 (R) T5X6 C fn (A) (A) (A) X4 ,C2X4 TT ul C3X5 (Al) 3-4-M-4-3 =3 - .Z. 11 C3X4 C3XT_C3X5 C4X9 C3X4 C4X6 10-0-0 19-4-0 4-0-0 36' OVER 2 SUPPORTS R=t420# W=3"8 R-1319# W=3" PLT. TYP.- CLARY-VP QFSTGN Carl TPT Fl /l/l/l/E/-/- Rev 17.2h SCALE 0. 1875 **IMPORTANT** CLAllY DIVISION OF ALPINE WARN I NGTPUSSES REOUIAE EXTREME CAPE TC LL 20 .0 PSF REF A732--71029 SMALL NOT BE RESPONSIBLE FOR N HANDLING. ERECTION AND CLDEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIS-91 BY TPI. SEE THIS DESIGN TC OL 7.0 PSF DATE 04/02/94 ARY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTM BY rPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING ME CLARY CONNECTORS ARE MADE OF ZOGA GALV. STEEL MEETING ASTM GUIREMENTS. UNLESS OTHERWISE INDICATED, TOP BC OL 10 .0 PSF DRW USR732 94092533 A.JVj$i0n of Alpthl AAA5 OR 5 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SMALL BE LATERALLY SPACED WITH PROPER i�q"c"a�Qauct&' '" TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHOW BC LL 0 .0 PSF BY: OLOA,-r- 1801 S. Gre!t,southwest Pkwy. CONNECTORS PER DRAWINGS 134. 150 9 15GA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE TOT.LD. 37 .0 PSF CONFORM W/APPLICABLE PROVISID14S OF NOS 9 TPI. AN ENGINEER'S TECHNICAL UPDATE 17/1/911 FOR SUGGESTED Gr 3" Pr a r e TX 75051 SEAL ON TV41S DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATJQW� FURNISH A COPY Of THIS JOUR.FAC. 1 .25 t214) 660_3640 1IN Y AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. I DESIGN TO THE TRUSS ERECTION CONTRACTOR. ��Th - TRUSS PLATE INSTITUTE, NOS - iggi NATIONAL DESIGN SPECIFICATION FDA WOOD CONSTRUCT ON -ISPACING 24.0 job:-(9300ig—Centex Homes Inc LOT 68 SELVA LINKSIOE) / T48 36' SPECIAL THIS OWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED By TRUSS MFR. TOP CHORD 2x4 SP #2 N SPECIAL CONNECTION/HANGER FOR 1319.02# REACTION AT RIGHT END. BOT CHORD 2x4 SP #2 N C WEBS 2x4 SP #3 PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. UPLIFT (LB): 620 550 BRG.LOC (FT): .,- 0.00 35.75 RECOMMENDED CAMBER 114" AT MIDSPAN BETWEEN BEARINGS. TRUSS DESIGNED FOR 110.00 MPH WIND, 15.00 FT ABOVE GROUND WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) . TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. 1991 STANDARD BUILDING CODE. ENCLOSED, MWFRS. Lo TRUSSES REQUIRE CARE WHEN ERECTING. SEE WARNING NOTES. (A) IX4 #3 HEM-FIR OR BETTER CONTINUOUS LATERAL BRACING TO lt� BE EQUALLY SPACED. ATTACH WITH (2) 8d NAILS. BRACING 0 A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" D.C. MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENOS TO A (0 MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. SUITABLE SUPPORT BY ERECTION CONTRACTOR. N Ln C C5x5 C3X4 C3X5 (R T P�> C2X4 C2X4 (A) 5X6 (R) TT C3X5 (Al) 2'4"M 4"3 =3 A CUS C3X4 C4X5 C3X4 G4X8 CUS 8-0-0 23-4-0 4-0-OOZkO 36' OVER 2 SUPPORTa R=1421# W=3"8 R=1319# W=3" PLT. TYP.- CLARY-V2 OFSIGN CRIT TPI Fl_/l/l/t/F/-/- Rev 17.2h SCALE 0. 1875 - **IMPORTANT** CLARY DIVISION OF ALPINE WARN I NGTRusss REQUIRE EXTREME CARE TC LL 20 .0 PSF REF A732--71030 SHALL NOT BE RESPONSIBLE FOP N HANDLING. ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIS-91 BY TPI. SEE THIS DESIGN TC OL 7 .0 PSF DATE 04/02/94 OCLARY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH GsTee ey rpi. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE CLARY CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASIM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP BC OL 10 .0 PSF ORW USR732 94092534 Alai- A446 OR 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY SPACED WITH PROPER BC LL 0 .0 PSF By: OLDkj:�-C,,-1 TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD C ECTORS PER DRAWINGS 00. 150 & 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTA04ED RIGID CEILING --SEE 1801 S. Great SOUthweSt PkWy. COONFNOAM W/APPLICASLE PROVISIONS OF NOS 6 TPI. AN ENGINEER'S TECHNICAL UPDATE 17/l/211 FOR SUGGESTED TOT.LD. 37.0 PSF Gr and Prairie, TX 75051 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNM A COPY OF THIS DUR.FAC. 1 .25 (214) 660-3940 1 IN.��Y ELIED UPON IN ANY OTHER MAY. JOESIGN TO THE TRUSS ERECTION CONTRACTOR. n'tAND SHALL NOT BE RE TMUSS PL.ATE INSTITUTE. NOS - iggi NATIONAL OESIGN SPECIFICATION FOR WOOD CONSTRUCTION SPACING 24.0" JoW (930019-'-Centex Homes Inc LOT 68 SELVA LINKSIOE) / T49 36' SPECIAL THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS &_DIMENSIONS) SUBMITTED BY TRUSS K TOP CHORD 2x4 SP #2 N : T2 2x4 SP #2 Dense: SPECIAL CONNECTION/HANGER FOR 1319.01# REACTION AT RIGHT END. BOT CHORD 2x4 SP #2 N C: WEBS 2x4 SP #3 'PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. Cn UPLIFT (LB) : 620 550 :u BRG.LOC (FT) :.,- 0.00 35.75 14 RECOMMENDED CAMBER 3/8" AT MIDSPAN BETWEEN BEARINGS. TRUSS DESIGNED FOR 110.00 MPH WIND, 15.00 FT ABOVE GROUND w WITH DEAD LCYAO OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) ru TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. 1991 STANDARD BUILDING CODE. ENCLOSED, MWFRS. U0 TRUSSES REQUIRE CARE WHEN ERECTING. SEE WARNING NOTES, (A) IX4 #3 HEM-FIR OR BETTER CONTINUOUS LATERAL BRACING TO b. BE EQUALLY SPACED. ATTACH WITH (2) SO NAILS. BRACING 0 A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" D.C. MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A UD MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. SUITABLE SUPPORT BY ERECTION CONTRACTOR. ru Ln C6X6 C3XJ2 T2 C5X5 CJX5 T2 X6 T (A) C2X4 3'4"3 -F C3X5 (Afl =3'��; C3X8 C2X4 C5nX C4X8 C4X6 6-0-0 27-4-0 36* OVER 2 SUPPORTJ� R=1420# W-3"8 R-1319# WpW3" PLT. TYP.1- CLARY-V2 QFSTGN CRIT TPT FL/1/1/1/F/-/- Rev 17.2h SCALE 0. 1875 **IMPORTANT** CLARY civisrom OF ALPINE EXTREME CARE WALL NOT BE RESPONSIBLE FOP WARN I NGITNRussEs AEGu'RE TC LL 20 .0 PSF REF R732--71031 HANDLING, ERECTION AND CLADEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIS-91 BY TPI. SEE MIS DESIGN TC OL 7 .0 PSF DATE OA102194 RY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH QSTS8 BY TPI. FDA ADDITIONAL SPECIAL PERMANENT BRACING RE CLARY CONNECTORS ARE MADE OF 20SA GALY. STEEL MEETING ASTM GUIREMENTS. UNLESS OTHERWISE INDICATED. TOP SC OL 10 .0 PSF ORW USR732 94092535 A ,,XiOn of Alpine A446 GA 0 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY GRACED WITH PROPER Enaine-ou Pruoucte. Inc TRUSS AND UNLESS OTHERWISE LOCATED.ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LL 0 .0 PSF BY: OLO CONNECTORS PER DRAWINGS i3o. 150 9 iSOA-f. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE TOT.Lo. 37 .0 PSF 1801 S. Great SOUthwaSt Pkwy. CONFORM W/APPLICASLE PROVISIONS OF 903 9 TPI. AN ENGINEEWS TECHNICAL UPDATE (7/l/921 FOR SUGGESTEO- Grand Pral rie. TX 75051 SEAL ON THIS DRAWING APPLIES-TO.THECOMP.ONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS 4 -25, (214) 560-3940 ��SHALL NOT BE PELIED.UPON IN ANY OTHER WAY. I DESIGN TO THE TRUSS EAECTIOM CONTRACT22. OUR.FAG. TA USS.PLATE INSTITUTE. NOS- 199i,NATIONAL GESIGN SPECIFICATION FOR WOW CONSTRUCTION F I.SPACING 2 4.-.,1 0 Job: True Truss (CX370380--Centex Homes Inc 3703 8 G 0 MASTER) TI 21'A" Hip Gircler 7'1BKS DwG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N ***LOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATOR*** >< BOT CHORD 2x6 SP 01 Dense C WEBS 2x4 SP #3 PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. En UPLIFT (LB): 810 B10 BRG.LOC (FT) : 0.00 21.04 LOAD CONTINUOUS LOADS LOAD CONC. LOADS TRUSS DESIGNED FOR 110.00 MPH WIND, 15.00 FT ABOVE GROUND w CASE SIDE L—PLF A—PLF START END CASE SIDE MAG X—LOC WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) . ri 0 T 54.0 54.0 —1.5 22.8 0 B 248 15.8 1991 STANDARD BUILDING CODE. ENCLOSED, MWFRS. 0 B 20.0 20.0 0.0 21.3 0 B 546 15.3 0 6 248 5.5 TRUSS DESIGNED WITH EGUAL LENGTH PANELS UNLESS DIMENSIONED. 0 B 546 5.0 0 A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. '�SPECIAL CONNECTION OR HANGER REG'D FOR CONCENTRATED LOAD(S) . CY) C5X C2x3 7 T C C3X4 3X4 3X4< >3X4 CAX5 (Al) C4X5 (Al) ism C2x3 C3X5 C7X7 C3X5 C2X3 546# �fi 4F�248# M#j;0"46# 'n 7, 7— 7-4-0 7-0-0 )Z47ii. 21-4-0 011Z4 21 -4- OVER 2 SUPPORTS R=1659# W=3"8 R-1659# W=3"8 Seq: 11054 PLT. TYP.— CLARY—V2 DESIGN CRIT TPI FL/i/1/1/E/—/— Rev 17.2h SCALE - 0.2500 **IMPORTANT** CLARY DIVISIONDF ALPINE WARN I NGrF'VSSES REQUIRE EXTREME CAPE TC LL 20 .0 PSF REF R732--70854 SHALL NOT BE RESPONSIBLE FOR N HANDLING, ERECTION "D DEVIATION FROM THIS DESIGN 09 THESE SPECIFICATIONS. OR ANY BRACING. SEE HID-91 BY TPI. SEE THIS DESIGN TC DL 7 .0 PSF DATE 04/05/94 ARY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBG BY TPI. FOR ADDITIONAL SPECIAL PERMANENT SPACING RE CLARY CONNECTORS&PE MADE Of 2060.GkLV. STEEL MEETING &STM QUIREMENTS. UNLESS OTHERWISE INDICATED. TOP BC DL 10 .0 PSF DRW USR732 94091716 CC.L.11,11*1*1 Alpine A446 OR 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY SAXCED KITH PROPER .......... In, T"S A-NO UNLESS OTHERWISE L�OCATED ON THIS DESIGN. POSITION LV ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LL 0. 0 PSF BY: OLD?OZ�l cONNEcrcas PEP ouwiNss 33c, ISO& isoA-F. oEsirN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE ISOISS. Gr:at,SoUthw*St ftWy, COWOPM W/0-PPLIC&BLE PROVISIONS OF NOS C TPI� AN ENGINEER*5 TECHNICAL UPDATE (7/1/911 FOR SUGGESTED TOT.LD. 37 .0 PSF Gr,nd.Pr I r_e, TX 75051 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION FURNISH A COPY OF THIS .25 21 ) 660 39,40 AND SMALL 007 K 91ELIED UPW IN&NY OTHER WAY, '0 N FTrO THE TOU'SS EPEC"TION CONTRACTOR, OUR.FAC. I S,.;7W . C '!��pyi TRUSS PLATE INSTITUTE, NOS - 1991 NATIONAL DE 'ATION FOP WOOD CONSTRUCTION SPACING 24.0" Job: '(CX37039D--Centex Homes Inc 3703 8 & D MASTER) / T2 21*4" Hip 9*SB THIS DWG, PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED By TRUSS MFA TOP CtiORO 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SR #2 N UPLIFT (LB) : 410 410 C WEBS 2x4 SP #3 BRG.LOC (FT): 0.00 21.04 TRUSS DESIGNED FOR 110.00 MPH WIND. 15.00 FT ABOVE GROUND WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) , TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. 1991 STANDARD BUILDING CODE. ENCLOSED, MWFAS. ru A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. U0 C5X5 (R C5X5 (R) T M C2X4 4 0 6 C3X4 (Al) 3X4 (Al) � -4-'� X8 9-0-0 3-4-0 9-0-0 21 '4" OVER 2 SUPPORTS R=865# W=3"B R=865# W-3"S PLT. TYP. -' CLARY-V2 OESIGN CRIT TPI Fl /l/l/l/E/-/- Rev 17.2h SCALE 0.2500 *i(IMPORTANT** CLARY DIVISION OF ALPINE WARNING TRUSSES REQUIRE EXTREME CARE TC LL 20 .0 PSF REF A732--70855 SHALL N07 BE RESPONSIBLE FOP IN HANDLING. ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACIAG. SEE HIB-91 BY TPI. SEE THIS DESIGN TC DL 7 . 0 PSF DATE 04/01/94 ARY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH QST8B BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE CLARY CONNECTORS ARE MADE OF 20GA GALY. STEEL MEETING ASTM QUIRIEMENTS. UNLESS OTHERWISE INDICATED, TOP BC OL 10 .0 PSF DRW US9732 94091%7 OC,L,,*��j Alp," A446 GA 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SMALL BE LATERALLY BRACED WITH PROPER TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD BC LL 0 .0 PSF BY: OLDM CONNECTORS PER DRAWINGS 130. 150 C 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE 1801 S. Great SDUthWeSt Pkwy. CONFORM M/Ap�ICASLE PROVISIONS OF NOS 9 TPI. AN ENSINEER'S TECHNICAL UPDATE (7/l/91) FOR SLWESTEO TOT.LD. 37 . 0 PsF Grand Prairie. 7X 75051 SEAL ON THIS DRAWING APPL-ES 10 THE CGMPOKN7 DEPICTED HERE DRYWALL.APPLICAl ION. FURNISH A COPY'OF 7HIS.1 IDUR.FAc. 1 . 25- 1214) 660-3940 IN ONLY AND SHALL NOT BE RELIED UPON IN ANY 07NEFI WAY. DESIGN TC THE TAUSS ERECTION CONTRACTOR. �TRE PLATE INSITIUIE. NOS - 199t NATIONAL DESIGN SPECIFICAIION FOR WOOD CONSTRUCTION ISPACING. - 24 .0 jot): '(CX37039D--Centex Home5 Inc 3703 8 D MASTER) T3 21'4" Common THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFA. TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP #2 N UPLIFT (LB) : 410 410 C WEBS 2x4 SP #3 BRG.LOC (FT) : 0.00 21 .04 Ln TRUSS DESIGNED FOR 110.00 MPH WIND. 15.00 FT ABOVE GROUND WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) , TRUSS DESIGNED WITH EGUAL LENGTH PANELS UNLESS DIMENSIONED. 1991 STANDARD BUILDING CODE. ENCLOSED, MWFRS. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" D.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD, to Do T C4X4 rn C!2X4 C2X4 z a) E Ln C3X4 (Al) 3X4 (Al) C3X4 10-8-0 10-8-0 21 -4- OVER 2 SUPPORTS R=865# W=3"8 R=865# W=3"S PLT. TYP. - CLARY-V2 QFSTGN CRTT TPT FL/l/i/l/F/-/- Rev 17.2h SCALE 0.2500 **IMPORTANT** CLARY DIVISION OF ALPINE S REGUIRE EXTREME CARE SHALL NOT BE RESPONSIBLE FOR WARN I NG'�--"a TC LL 20 .0 PSF REF P732--70856 N HANDLING. ERECTION AND DEVIATION FRO04 THIS DESIGN DR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIS-St BY TPI. SEE THIS DESIGN TC OL 7 . 0 RSF DATE 04/01/94 ARY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH osise BY TPI. FDA ADDITIONAL SPECIAL PERMANENT BRACING RE CLARY CONNECTORS ARE MADE OF 200A GALV. STEEL MEETING ASTM QUIREMENTS. UNLESS OTHERWISE INDICATED. TOP BC OL 10 .0 PSF DRW USR732 94091718 (CC'L.VJ5iOM Of Alo� A446 GA B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY SPACED WITH PROPER C�g'�........uc J_ TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACKED PLYWOOD SHEATHING, BOTTOM CHORD BC LL 0 . 0 PSF BY: 0 L D,4i-r- CONNECTORS PER DRAWINGS 130, 150 C IGOA-F, DESIGN STANDARDS KITH PROPERLY ATTACHED RIGID CEILING--SEE 1801 S. Great SOUthWeSt Pkwy. CONFORM W/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S TECHNICAL UPDATE (7/l/91) FOR SUGGESTED TOT.LD. 37 . 0 PSF GranO Prairie. TX 75051 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS JDUR.FAC. 1 .25 214) 660-3940 JIN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. 0 THE TRUSS ERECTION CONT CTOR. IGN T �—FOR WOOD CONSTRUCTRIAGN ISPACING 24.0" r----Tpl . TRUSS PLATE INSTITUTE. NOS - 1991 NATIONAL DESILMECIMCATION Job: fCX3703BD'-Centex Homes Inc 3703 8 & 0 MASTER) T21 21'4" Common THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY 'TRUSS MFR- TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP #2 N UPLIFT (LB): 410 310 C WEBS 2x4 SP #3 BRG.LOC (FT) : 0.00 21.04 U) TRUSS DESIGNED FOR 110.00 MPH WIND, 15.00 FT ABOVE GROUND WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) . TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. 1991 STANDARD BUILDING CODE. ENCLOSED, MWFRS. ru A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" D.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. LD .th, 0 LO LD T C4X4 M C2X4 2X4 z CD 6 In C 3 X-44 A i)j 3WAI) x 1 —8-0 0 10-8-0 21 -A" R=868# W=3"B OVER 2 SUPPORTS R=786# W=3"8 PLT. TYP.- CLARY-V2 QFSTGN QRTT TPT FL/l/l/l/F/-/- Rev 17.2h SCALE 0.2500 **IMPORTANT*)( CLARY DIVISION 01 ALPINE WARNING7,RUSSES REQUIRE EXTREME CARE TC LL 20 .0 PSF REF A732--70657 SHALL NOT BE RESPONSIBLE FOP N HANDLING. ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIO-91 BY TPI. SEE THIS DESIGN TC OL 7 . 0 PSF DATE 04/01/94 ARY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH GSTeS BY TPI, FDA ADDITIONAL SPECIAL PERMANENT BRACING RE CLARY CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUIP�EWENTS. UNLESS OTHERWISE INDICATED, 70P BC DL 10 . 0 PSF DRW USR732 940gi7ig E�C'L.,,O,0, A446 59 B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SMALL BE LAIEROILLY BRACED WITH PROPER -r E.O� .. .".. '_ TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD BC LL 0 . 0 PSF BY: 0 L Qk - LA ini s. Gr:at,SOUthwest Pkwy. CONNECTORS PER DRAWINGS 130. 150 6 16OA-F, DESIGN STANDARDS WITH PAOFERLY ATTACHED RIGID CEILING -- SEE TOT.LD. 37 . 0 PSF CONFORM W/APPLICABLE PROVISIONS OF NOS& TPI. AN ENGINEER'S TECHNICAL UPDATE 17/1/91) FOR SUGGESTED Gr a n a Pr I p e. TX 75051 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS (214) 660-3940 AND 'ALL NOT BE RELIED UPON IN ANY OTHER WAY. I DESIGN TO THE TRUSS ERECTION CONTRACTOR. LDUR,FAC. 1 . 25 S 1 24 .0 SPA ING l.U'SS ATE I-MTITUTE, MOB - 1991 NATIONAL DESIGN SPECIFICATION FDA WOOD CONSTRUCTION jot): (CX37038D--Centex Homes Inc 3703 B & D MASTER) T4 21*4" Common Gircler THIS DWG, PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED 13Y TRUSS WA. TOP CHORD 2x4 SP #2 N BOT CHORD 2x6 SP #1 Dense 3 Complete Trusses Required WEBS 2X4 SP #3 cn NAILING SCHEDULE: (10d--Oax-nails) PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED, TOP CHORD: I ROW @ 16" D.C. UPLIFT (LB): 1209 1174 BOT CHORD: I ROW P 6" D.C. To BRG.LOC (FT): 0.00 21.04 WEBS : I ROW @ 4" D.C. TRUSS DESIGNED FOR 110.00 MPH WIND, 15.00 FT ABOVE GROUND REPEAT NAILING AS EACH LAYER IS APPLIED. USE EQUAL SPACING U) WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) BETWEEN ROWS AND STAGGER NAILS IN EACH ROW TO AVOID SPLITTING. 1991 STANDARD BUILDING CODE. ENCLOSED, MWFRS. (1) 1/2"—bolts MAY BE USED FOR 0 iOd_box_nai1s ON THE BOTTOM CHORD ONLY. (0 A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" D.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. THIS GIRDER DESIGNED TO CARRY 30-00-00 TRUSSES FRAMING TO 0 BOTTOM CHORD FROM ONE SIDE AND 02-00-00 FRAMING TC/BC SPLIT FROM OTHER SIDE. T c6X6 C3 8 3XB ED C3XB (Al) C3XB (Al) 3 ME= G9X12 C3X8 10-8-0 1 10-8-0 21 -4" OVER 2 SUPPORTS R=6336# W=3"B R=6253# W=3"S PLT. TYP.- CLARY-V2 DESIGN CRIT TPI F1 /1/i/1/F/-/- Rev 17.2h SCALE 0.2500 **IMPORTANT*X CLARY DIVISION OF ALPINE WARNIN GTRUSSES REQUIRE EXTREME CARE TC LL 20 .0 PSF REF R732--70858 SHALL NOT BE RESPONSIBLE FOR I N HANDLING, ERECTION AND ARY DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HID-91 BY TPI. SEE THIS DESIGN TC DL 7 . 0 RSF DATE 04/01/94 FAILURE TO BUILD IHE TRUSS IN CONFORMANCE W1114 GSTS6 BY TPI, FOR ADCIIIONAL SPECIAL PERMANENT BRACING RE CLARY CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM QUIREMENTS. UNLESS OTHERWISE INDICATED. TOP BC OL 10 . 0 PSF DRW USR73,- 9A09J720 �CC-L.-zion of Aloin A446 GR 8 EXCEPT AS NOTED. APPLY CONWC70RS 70 EACH FACE OF CHORD SHALL BE LAIEPALLY BRACED WITH PROPER -00.ct'.'I'C TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LL 0 . 0 PSF BY: TL D/7� 1801 S. Great SoUthwest Pkwy. CONNECTORS PER DRAWINGS 130. 150 & 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING-- SEE TOT.LD. 37 .0 PSF CONFORM W/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S TECHNICAL UPDATE (7/1/91) FOR SUGGESTED Grand Prbirle, TX 75051 SEAL ON THIS DRAWING APPLIES TO THE C004PGNENI DEPICIED HERE I DRYWALL,APPLI CAI low. FURNISH A COP OF 1415 DUR.FAC. 1 . 25 -3940 IN ONLY. AND SHALL .I.. . THE I 660 NOT RE RELIED UPON IN ANY OTHER WAY. rUSS ERECTION CONTRACTOR. -771 - TRUSS PLATE INSTITUTE, NOS- 1991 NATIONAL 0.ESION SPECIFICATION For,WOOD CONSTRUCTION see, ablove job; =37038C-'-Centex Homes Inc 3703 B & D MASTER) / TIJ 7' Mono Hip Gir0er 5'6'85B THIS DWG. PREPARED FROM COMPUTER INPUT JLOADS & DIMENSIONS) SUBMITTED By TRUSS MFA.- TOP CHORD 2x4 SP #2 N SPECIAL CONNECTION/HANGER FOR 739.38# REACTION AT RIGHT END. BOT C'HORD 2X6 SP #1 Dense C WEBS 2X4 SP #3 PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (n UPLIFT (LBI: 262 200 17 BRG.LOC (FT) : 0.00 6.75 14 TRUSS DESIGNED FOR 110.00 MPH WIND, 15.00 FT ABOVE GROUND LJ 1�SPECIAL CONNECTION OR HANGER REQ'O FOR CONCENTRATED LOAD (S) . WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) . ru 1991 STANDARD BUILDING CODE. ENCLOSED, MWFRS. TRUSS DESIGNED WITH EGUAL LENGTH PANELS UNLESS DIMENSIONED. THIS GIRDER DESIGNED TO SUPPORT 10-00-00 SPAN HIPSET A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" D.C. WITH 03-00-00 SETBACK FRAMING TO BOTTOM CHORD FROM ONE SIDE. 0 MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. OPPOSITE SIDE SUPPORTS 2 -00-OQ ru C5X C2x N\\ nl u T UD fn ic3X4 (Al) __T-_ � u ..4'-3 �-o I 5-6-8 C3X 1 6 1-5-8 293# CuAl 7' OVER 2 SUPPORTS R=510# W=3"B R=739# W=3" PLT. TYP. - CLARY-V2 DESTGN QRTT TPI FL/l/l/l/F/-/- Rev 17.2h SCALE 0.5000 *)(IMPORTANT** CLARY DIVISION OF Al"I'l WARN I NGTIRUSSES REQUIRE EXTREME CARE TC LL 20 .0 PSF REF A732--70860 SHALL NOT BE RESPONSIBLE FOP N HANDLING. ERECTION ANO CLDEVlATION FROM This DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIS-9'. BY TFI, SEE THIS DESIGN TC OL 7 . 0 PSF DATE 04/01/94 ARY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTSO BY TPI FORADDITIONAL SPECIAL PERMANENT BRACING RE CLARY CONNFCIORS ARE MADE OF 20ZX GALV. STEEL MEETING ASIM QUIREMENTS. UNLESS OTHERWISE INDICATED. TOP BC DL 10 . 0 PSF DRW USR732 94091722 0 f Alai- A446 CA B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER ,�Q_ef"a�Qauct` '"' tAUSS AND UNLESS OTHERWISE LOCATED ON IRIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHGAO BC LL 0 . 0 PSF BY: 0 L 0 1801 S. Gr:atSoUthweSt Pkwy. CONNECTORS PER DRAWINGS 130. t5O& 26OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING _- SEE TOT.LD. 37 . 0 PSF. CONFORM W/APPLICABLE PROVISIONS OF NOS 9 7P]. AN ENGINEER'S TECHNICAL UPDATE 0/1/911 FOR SUGGESTED Gr 1,nd Pr ir e, Ix 75051 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS 121 A) 550-3940 JLNON'_Y',J AND 51,4ALL NOT BE AELIED UPON IN ANY OTHER WAY. I DESIGN IC THE TRUSS ERECTION CONTPACTOR. OUR.FAC. 1 .25 __T; TAU S PLATE INSTITUTE, NOS - 1991 NATIONAL DESIGN SPECIFICATION FrA WOOD CONSTRUCTION SPACING see above jotl: True Truss (CX370380--Centex Homes Inc 3703 6 D MASTER) T5 7' mono Hip Girder IMBS OWG, PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP C�OAO 2x4 SP #2 N ***LOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATOR*** BOT CHORD 2X4 SP #2 N C WEBS 2xA SP #3 SPECIAL CONNECTION/HANGER FOR 545.55# REACTION AT RIGHT END. PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. LOAD CONTINUOUS LOADS LOAD CONC. LOADS UPLIFT (LB): 270 300 w CASE SIDE L—PLF R—PLF START END CASE SIDE MAG X—LOC BRG.LOC (FT): 0.00 6.75 0 T 5A.0 54.0 —1.5 7.0 0 T 29 0. 1 TRUSS DESIGNED FOR 110.00 MPH WIND. 15.00 FT ABOVE GROUND 0 B 20.0 20.0 0.0 7.0 0 T 109 5.0 WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) . LO 0 B 9 0.1 1991 STANDARD BUILDING CODE. ENCLOSED. MWFRS. 0 B 333 5.0 TRUSS DESIGNED WITH EOUAL LENGTH PANELS UNLESS DIMENSIONED. SPECIAL CONNECTION OR HANGER REO'D FOR CONCENTRATED LOAD (S) . A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. ro MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 109# C5X5 �A L;A 3 T Li T CU 29# C2X4 (Al) iml: 1 4'3 U C2X3 33# 9# C3X3 5-0-0 2-0-0 1-1-4-0 T 7-0-0 L 7' OVER 2 SUPPORTS R-528# W-3"8 R-545# W-3" Seq: U052 PLT. TYP.— CLARY—V2 DESIGN CRIT TPI FL/l/l/l/E/—�— Rev 17.2h SCALE 0.5000 **IMPORTANT** CLARY DIVISION OF ALPINE SES REQUIRE EXTREME CARE S"LL NOI BE RESPONSIBLE FOR WARNINGTpus TC LL 20 .0 PSF REF R732--70859 I N HANDLING. ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING, SEE HIS-91 BY TPI. SEE THIS MSIGN TC DL 7.0 PSF DATE OA10519A CARY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH US188 BY TPI. FDA ADIPITIONAL SPECIAL PERMANENT BRACING RE CLARY CONNECTORS ARE MADE OF 206A GALV. STEEL MEETING ASTM QUIREMENTS. UNLESS OTHERWISE INDICATED. TOP BC DL 10 .0 PSF DRW USP732 94091721 CAL.-I.—.1 Ala— AA46 GQ S EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SMALL BE LATERALLY SPACED WITH PROPER RUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHINS. BOTTOM CHORD BC LL 0 .0 PSF By-. OLE)Ar- (.,A c 30. 150& 16OA-F. DESIGN STANDARDS NG SE CONFORM*/A P-P Dft" TOT.LD. 37 .0 PSF 1801 S. Gr:at Soutrtw#st Pkwy. CON"E TOAS Pt 'S 1 WITH PROPER&'( ATTACHED RIGID CFILI -- E P LICABLE PROVISIONS OF NDS 9 TFI, AN ENSINEWS TECHNICAL UPDATE 17/1/911 FOR SUGGESTED a -P irie. Tx 75051 T Gr Ind F SEAL ON HIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION, FURNISH 0,COPY OF THIS 234) 66o-394o I':� DUR.FAC. 1 .25 ;11., !!�1;,L,IT BE RELIED UPON IN ANY OTHER WAY. 'wN—T,0 ',w—`RUSS ERECTION CONTRA�-C—T" TEU LATE INSTITUTE. NOS - 1991 NATIONAL DES�;'; AF AD;FOR NOW CONS7;NJCTI SPACING 24.0' jop: (CX37039Qc--Centex Homes Inc 3703 B & D MASTER) / T6 10' Hip Girder 5'SB THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS G. DIMENSIONS) SUBMITTED By TRUSS MFR'. TOP CHORD 2x4 SP #2 N SPECIAL CONNECTION/HANGER FOR 447.76# REACTION AT RIGHT END. BOT C�4ORD 2x4 SP #2 N WEBS 2:X4 SP #3 PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. UPLIFT (LB): 350 350 BRG.LOC (FT) : 0.00 9.75 TRUSS DESIGNED FOR 110.00 MPH WIND, 15.00 FT ABOVE GROUND 1�SPECIAL CONNECTION OR HANGER REQ'D FOR CONCENTRATED LOAD (S) . WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) . ru 1991 STANDARD BUILDING CODE. ENCLOSED, MWFRS. SPECIAL CONNECTION/HANGER FOR 464.64# REACTION AT LEFT END. LO TRUSS DESIGNED WITH EGUAL LENGTH PANELS UNLESS DIMENSIONED. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" D.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. LO ru #1 HIP, DESIGNED TO SUPPORT 05-00-00 JACKS IN FRONT AND 03-00-00 JACKS ON ENDS. JACKS HAVE NO WEBS. C5X5 (RI C5X (R) Nv T 6 C77' rr) z C3X5 C 3X5 cli M I - r7 2i M4 C3X8 3-0-0 4-0-0 3-0-0 CbX4 204# 204# C2 X 10, OVER 2 SUPPORTS R= 673# W=3" R=6M# WWW3" PLT. TYP.— CLARY—V2 DESIGN CRIT TPT FL/l/l/l/F/—/— Rev -17.2h SCALE 0.5000 **IMPORTANT** CLARY DIVISION OF ALPINE WARNINGTRUSSCS REQUIRE EXTREME CARE TC LL 20 . 0 PSF REF P732--70861 SHALL NOT BE RESPONSIBLE FOP N HANDLING. ERECTION AND DEVIATION FROM THIS DESIGN 00 THESE SPECIFICATIONS, OR ANY SAACINF. SEE HIB-91 By TPI. SEE THIS DESIGN TC OL 7. 0 PSF DATE 04101194 ARY FAILURE TO BUILD THE TRUSS 11, CONFORMANCE WITH OSTOB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE CLARY CONNECTORS ARE MADE V 20GA GALv� STEEL MEETING ASTM QUMKENTS. UNLESS OTHERWISE INDICATED, TOP BC DL 10 . 0 PSF DRW USR732 94091723 E�C'L'�IVISID�of Alpin, AA46 GR B EXCEPT AS NOTED. A0;-Y CONNECTORS TO EACH FACE OF CHORD SHALL.BE LATERALLY BRACED WITH PAOPE14 C�Q_1111.-.0.,t.� j_ TAUSS AWD UNLESS OTHERWISE LCCXTED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LL 0 . 0 PSF BY: 0 L D Great SoUth*est Pkwy, CONNECTORS PER DRAWINGS 13C. '50 & 16OA-F. DESIGN STANDARDS WITH PRCPEFr-'y ATTACHED P!.^M CEILING -- SEE TOT.LD. 37 . 0 PS IT s CONFORM W/1,PPLICkSLE PROVISIONS OF NOS & IPI. AN ENGINEER'S TECHNICAL UPDATE t7/itgil FOR SUGGESTEO GranO P rairle. TX 75053 SEAL ON THIS DRAWING APP"ES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS DUR.FAC. 1'. 25 (214 660-3940 HALL NOT BE PZ;-lETj UPON IN ANV OTHER WAY. DESIGN-TO TK TRUS3 EfeCTICH CCNTRAI�109. U.7 LATE INSTrTVTE._ NOS - 1991-NATIONAL DESIGN SPECIFICATION FOR WOOD COMS7RLICTIDN SPACINQ S IP a h job: V',X370380--Centex Homes Inc 3703 8 & D MASTER) T26 5'7" mono Hip Giraer A*SB THIS DWG. PR6ARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR,. TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CRORD 2X4 SP #2 N UPLIFT (LB) : 200 200 WEBS 2xA SP #3 BRG.LOC (FT) : -0.00 5.29 Cn : Lt Slider 2x4 SP #3: TRUSS DESIGNED FOR 110.00 MPH WIND. 15.00 FT ABOVE GROUND WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) . 1991 STANDARD BUILDING CODE. ENCLOSED, MWFRS. '�SPECIAL CONNECTION OR HANGER REQ'O FOR CONCENTRATED LOAD (S) . TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. #i HIP DESIGNED TO SUPPORT 04-00-00 JACKS AT LEFT END. LD JACKS HAVE NO WEBS. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" D.C. b. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 0 to W 67,- C5X5 (R) TT C3X4 m mC 6 X 6 (E 1) CU CV M 7 9 -qT C3X4 3-3-8 2-3-6- 115# R=270# W=3"8 R=246# W=3"8 5'7 �'134 PLT. -TY-P..-:-.. rL-ARYxV ER 2 S6??RF§�.PLT-T-TP.T, — Fr/1/1/1/E/-/- Rev 17.2h SCALE 0.5000 USSES REQUIRE EXTREME CARE TC LL 20 .0 PSF REF A732-70B77 **IMPORTANT** ULARY DIVISION OF ALPINE WARNING7,R SHALL NOT BE RESPONSIBLE FOR N HANDLING. RECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. ME THIS DESIGN TC OL 7 . 0 PSF DATE 04101194 ARY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST68 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE CLARY CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASIM OUIR.EMENTS. UNLESS OTHERWISE INDICATED. TOP BC DL 10 . 0 PSF ORW USR732 9409J739 C.L. of AID219 A446 GA 8 EXCEPT AS NOTED, APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER iylslo� , TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD BC LL E19-- 1. 0 ,0 PSF BY: OLD Irz-r G CONNECTORS PER DRAWINGS 130. 150 G 16OA-F. DESIGN STANOAF40S WITH PROPERLY ATTACHED RIGID CEILING --SEE TOT.LD. 37 .0 PSF 1801 S. Great Southwest Pkwy. COWOF414 WIAPPLICABLE PROVISIONS OF NDS 6 TPI. AN ENGINEER'S TECHNICAL UPDATE (7/l/91) FDA SUGGESTED GP ano Prairie. TX 75051 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS DUR.FAC. 1 .25 (2341 660_3940 2�11LL NOT BE RELIED UPON IN ANY 07FZA WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. nRus.PLATE INSTITUTE. NOS - 1991 NATIONAL DESIGN SPECIFICATION FOR WOW COkS7RUCTI see above 0----1 SPACING