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Permit 1628 Linkside Dr (vault) JOE ADDRE S TYPE W0lU PROPERTY OWNER T= fONE v'3 9,9 COXMCTO,1 PERMrrXUMBER 12.330 DATE 14zzz2 9 ZVSPEMONS. F00MVG -/o 99 TIEBE" L IVM NA&LVG/SBM11MN FRAMWGICOVER UP FLVAL BU1'ZDING CER=C417'OF 0CL7IPANC�' =MUCAL PERMM ,ETSPECTTONS ROUGE FLVAL _ s- & AffCE4NCAL PER�II3" LVSPEC37ONS ROUGH FINAL PLUMBLVG PERtyM 17 SPEC TONS ROUGE/UNDER SLAB TOPOUT /- (.- WATERISEWER FLVAL 1 NOTES: ADDRESS BUILDING PERMIT NUMBER INSPECTIONS : FOOTING UNDER SLAB PLUMBING SLAB .3- - ri FRAMING 41- COVER-UP INSULATION FINAL BUILDING CERTIFICATE OF OCCUPANCY gL z ELECTRICAL PERMIT # O f / A INSPECTIONS ROUGH CJ � Z FINAL 7` MECHANICAL PERMIT # 7 96 -1 PLUMBING PERMIT # 7 97 2- NOTES: 72- NOTES: CITY OF 44w& Aeact+- fT Office of Build! icial Y-53 z REQUEST FOR t ECT!©NI--:� �5>3 � Date Permit No. Time Alk Received P.M• ! Job dress Local' Owner's N tractor BUIL CONCRETE CA PkU> t MECHANICAL CI Footing 0 firing �� 0 Air Cond.& Re Roofing 0 Slab ❑ Temp Pole El Top Out C? Heating Insulation 0 Lintel Q Final ❑ Sewer El Fire Place Q Pre Fab READY FOR INSPECTION Mon. Tues. Wed, Thurs. Inspection ade r J-- PM. . Inspector Final inspect! Certificate of Occupancy D Date _ y , LANrj�, y. FOR% OF ADDITIONS or CORRECTIONS. D• NOT REMOVE JOB ADDRESS DATE IIvt�J�,OI~ G /-,2 P-0 4 THIS JOB HAS NOT BEEN COMPLETED The following additions or corrections shall be made before the job will be accepted /L S'11 Pilai �4 41 12S f 3 df; C')Aa o LL "a 4-► s r4tsnafz S'uL/ Lllur S /N IL11 U No PLY '-bF- AJ n 15.00 REINSPECT FEE It is unlawful for any Carpenter, Contractor, Builder or other persons, to cover or cause to be covered, any part of the work with flooring, lath, earth or other material, until the proper inspector has had ample time to approve the installation. After additions or corrections have been made, call 247-5826, Building Depart- PLUMBING ment for an inspection. Field Inspectors EHEC are in the office from 8:00 a.m. to 5:00 p.m. Monday through Friday. B� CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 Seminole Road-Atlantic Beach, FL 32233-Tel: 247-5826-Fax: 247-5877 ELECTRICAL PERMIT 1lilATLON Permit Number: 19399 Address: 1628 LINKSIDE DRIVE WEST Permit Type: ELECTRICAL ATLANTIC BEACH, FL 32233 Class of Work: ADDITION Township: Range: Book: 47 Proposed Use: SINGLE FAMILY Lot(s):133 Block: Section: Square Feet: Subdivision: SELVA LINKSIDE Est. Value: Parcel Number: Improv. Cost: OYVN # ORuT101�t"' Date Issued: 12/29/1999 Name: RAULERSON, CHARLES & GZA Total Fees: 25.00 Address: 1628 LINKSIDE DRIVE WEST Amount Paid: 25.00 ATLANTIC BEACH, FL 32233 Date Paid: 12/29/1999 Phone: (904)241-8399 Work Desc: WIRE FOR ROOM ADDITION MCCLURE ELECTRIC SERVICE PERMIT 25.00 ROUGH ELECTRIC FINAL ELECTRIC NOTICE - INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. ( - �� $25.86 '4 4 ATLANTIC BEAC BUILDING 13T. Date: 12/29/99 01 Receipt, 0022812 CHECKS 18285 00188803221000 CITY OF ATLANTIC BEACH, FLORIDA Approv*d by APPLICATION FOR ELECTRICAL PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE:-- Z 2-1 --19 IMPORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, WHICH ARE A PART HEREOF, AND IN ACCORDANCE WITH THE ELECTRICAL REGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES. � — k'3 © ELECTRICAL FIRM: t MASTER ELECTR AN SIGNATUREJOURNEYMAN NAME- __ LA"J 1 �-�S c., ADDRESS:_;�° �� Lo"kt-5%C�c ��.V�I -.—RFD—BOX— BLDG. FD BOX BLDG.x SIZE BETWEEN: RES. APT. ( ) COMM. ( ) PUBLIC ( ) INDUS. ( ) NEW ( ! OLD V) REW. ( ) ADDITION X TRAILER ( ) TEMP. ( ) SIGNS ( ) SO. FT. SERVICE: NEW( ) INCREASE ( ) REPAIR ( ) FEE CONDUCTOR SIZE _AMPS COPPER �_ ALUM. ( SWITCH OR BREAKER Aw AMPS PH "SWOLT i;wACEWAY EXIST.SERV.SIZE 4 AMPS PH 3 W Z 4'qJOLT Sc-g RACEWAY FEEDERS NO. SIZE NO. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES `p CONCEALED OPEN TOTAL 0.30 AMPS. 31.100 AMPS. SWITCHES Z INCANDESCENT FLUORESCENT&M.V. FIXED 1 0.100 AMPS. OVER APPLIANCES 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. I VOLTAGE PHS NO. I H.P. VOLTAGE PHS MISCELLANEOUS TRANSFORMERS: UNDER 600 V. OVER 600 V. NO. KVA I NO. IKVA NO.NEON TRANSF. NO. VA. MA. MOTOR SIZE SWITCH I FLASHER EACH SIGN FORWARDED TOTAL FEES ,r� nnCITY OF � 13�t- Office of Building Official ,+� REQUEST FOR INSPECTION Date /-4s7—6 0 Permit No. f :3 i Time A.M. } Received � y PM. ,�ttt��✓✓✓ Job Addres -'Loc ty j Owner's Name Contractor BUILDI ,� CONCRETE ELECTRICAL PWMBING MECHANICAL Framing CFooting 11 Rough Wiring Ej Rough G Air Cond.S Re Roofing Cv, Slab 0 Temp Pale D Top Out ❑ Heating Insulation e,Qj Lintel ❑ Final ❑ Sewer C1 Fire Place C Pre Fab READY FOR INSPECTION A. Mon. Tues, Wed. Thurs. Friday P A.M. Inspection M e a —PM. Inspector ..— Final Inspection G Certificate of Occupancy Cl Crate CITY OF f ' Office of Buildin Offici d3�.-- , 5 s REQUEST FOR I PE ION r Q ? 6 Date Permit No. Time A.M. Received P.M. 1l 2 PL !�rte's r Dr= 1 Job Address Locality Owner's p Nameor UILDING CONCRETE <�-kLECTRICA �LUMBIN MECHANICAL t Footing Q Roug iring >� Rough ❑. Air Cond. & 0 Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out Heating Insulation 11 Lintei ❑ Final ❑ Sewer ❑ Fire Place G Pre Fab r R 1NSPECTIQ /} Tues. Thur.. Friday P.M. Inspection Made `f RM. Inspector Final Inspection❑ Certificate of Occupancy 0 Date LANT/c ICOR% OF ADDITIONS or CORRECTIONS D• NOT REMOVE JOB ADDRESS DATE THIS JOB HAS NOT BEEN COMPLETED The following additions or corrections shall be made before the job will be accepted _ o 1.p+y 1^ $15.00 REINSPECT FEE It is unlawful for any Carpenter, Contractor, Builder or other persons, to cover or cause to be covered, any part of the work with flooring, lath, earth or other material, until the proper inspector has had ample time to approve the installation. After additions or corrections have been made, call 247-5826, Building Depart- PLUMBING ment for an inspection. Field Inspectors ELEC are in the office from 8:00 a.m. to 5:00 p.m. Monday through Friday. B1 F04 p P�LANr/C 4 + � v - � FC0RIo� • OF JOB ADDRESS DATE THIS JOB HAS NOT BEEN COMPLETED The following additions or corrections shall be made before the job will be accepted $15.00 REINSPECT FEE It is unlawful for any Carpenter, Contractor, Builder or other persons,to cover or cause to be covered, any part of the work with flooring, lath, earth or other material, until the proper inspector has had ample time to approve the installation. After additions or corrections have been PLUMBING made, call 247-5826, Building Depart- ment for an inspection. Field Inspectors I E, are in the office from 8:00 A P.M. Min41--- CITY OF 77 4&4^&- BwcA- Office of Building fficial REQUEST FOR INS Et3N4� 19937 rmt Date L/ /,c , — rmitor__/_j t� Time A1L. Received Job Address Locality Owner s 9 Name —Contractor BUILDING CONCRETE ELECTRICAL 4PIW:��B41NG4 MECHANICAL Framing 11 Footing O Rough Wiring E, Roughx Air Cond.& Re Roofing C Slab 0 Temp Pole F-, Top Out C Heating Insulation C Lintel r, Final E Sewer 0 Fire Place Fj Pre Fab READY FOR INSPECTION Tues. Wed. Thurs. Friday A.M. Inspection Made _Pm Inspector Final Inspection D Certificate of Occupancy 01 Date GENERAL NOTES; * ADDING WALLS TO EXISTING WALL AREA * ADDING LAUNDRY AND STORAGE ROOM * TURNING WASHER AND DRYER AROUND FROM EXISTING * RELOCATE HOT WATER HEATER AND LAUNDRY TRAY * ADDING CABINETS * NECESSARY ELECTRIC * NECESSARY DRYWALL, TRIM AND PAINT * CERAMIC FLOORS Af A��o �g BCH C BOf ull- � 1� 1999 i OL 1� NEW WALLS is r 6" STEP I( REC&V EXISTING GARAGE AREA— CityDEC 15 1999 of Atlantic 411("ng gIn Beach ZaninF 3° ADDENDUM TO: RAULERSON PEAR$ON CONSTRUCTION 1628 LINKSIDE DR. W. ATL BCH, FL ,(j� 1710 LIGHTY LANE PERMIT NO. /�� o NEPTUNE BEACH, U. 32233 4 o till LAUNDRY ROOM NEW I 'I Apr-U1 --91 1 1 : 53A P . 01 F � CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT JOB LOCATION:-Z&2 •� >�C -- - OWNER OF PROPERTY: .�� tl r c... t PLUMBING CONTRACTOR: Fw Fair PIUMbingCo. P.O.B.51555 CONTRACTOR'S ADDRESS: Jax Beach,FL 32240 STATE LICENSE NUMBER: x TELEPHONE: HOW M4Y OF THE FOLLOWING FIXTURES INSTALLED -SINKS SHOWERS LAVATORIES 2E-LIC-Al-1,4 R ✓ WATER HEATERS BATH TUBS DISHWASHERS URINALS DISPOSALS CLOSETS -Z'-_LP'-11"n-4 WASHING MACHINES FLOOR DRAINS SHOWER PANS OTHER TOTAL FIXTURES: X 3.50 + $15.00 MINIMUM' PERMIT FEE _ $25 00 , SIGNATURE OF OWNER: SIGNATURE OF CONTRACTOR: ''OJ ----------------------------------------------------------------------------- INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE 1994 STANDARD PLUMBING CODE. CALL A DAY AHEAD TO SCHEDULE INSPECTIONS - (904) 247-5826 SEWER CONNECTIONS MUST BE CALLED IN TO PUBLIC WORKS FOR INSPECTION PRIOR TO COVERING UP - (904) 247-5834. CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 Seminole Road -Atlantic Beach, FL 32233 - Tel: 247-5826 - Fax: 247-5877 PLUMBING PERMIT h dr .s E IN 11ATO w LCSCATiON llIOI2MA' (QN�>...... Permit Number: 19337 Address: 1628 LINKSIDE DRIVE WEST Permit Type: PLUMBING ATLANTIC BEACH, FL 32233 Class of Work: ADDITION Township: Range: Book: 47 Proposed Use: SINGLE FAMILY Lot(s):133 Block: Section: Square Feet: Subdivision: SELVA LINKSIDE Est. Value: Parcel Number: Improv. Cost: ;. OWNE IAEt QI NF//'I w Date Issued: 12/10/1999 Name: RAULERSON, CHARLES & LIZA Total Fees: 25.00 Address: 1628 LINKSIDE DRIVE WEST Amount Paid: 25.00 ATLANTIC BEACH, FL 32233 Date Paid: 12/10/1999 Phone: (000)000-0000 Work Desc: RELOCATING WATER HEATER &WASHING MACHINE M F.W. F AIR PLUMBING CO. PERMIT 25.00 II � 1 i NOTICE - INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. Date: 12/10 325.00 14 01 Receipt 0017850 ATLANTIC BEAC BUILDING CASH T. 00100003221000 �r_ ��,_ nnCITY OF 4&4K lC /3eacA•" 4UJ42 N Office of Building Official REQUEST FOR INSPECTIO Z Date � .,. �' .,. r7� r(T � Permit Na. � s'�� Time A.M. Received J ss Locality Owner' Name __ Contracto -p- -2.,cL.t�Y�._. BUILDING QQNCRETE ELECTRICAL PLUMBING MECHANICAL Framing 4} Footing Rough Wiring D Rough Ci Air Cond.& Q Re Roofing n Slab 0 Temp Pate 0 Top Out ❑ Heating Insulation 0 Lintel Cl Final 0 Sewer C; Fire Place El Pre Fab READY FOR INSPECTION A Dd MMon, Tues. Wed. Thurs. F A.M. Inspection Made _( 1 -PM. Inspector Final Inspection 0 Certificate of Occupancy 0 ri Date CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 808 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-5826-FAX: 247-5877 L-- r.� `, Permit Number: 19330 Address: 1628 LINKSIDE DRIVE WEST Permit Type: ROOM ADDITION ATLANTIC BEACH, FL 32233 Class of Work: ADDITION Township: Range: Book: 47 Proposed Use: SINGLE FAMILY Lot(s):133 Block: Section: Square Feet: Subdivision: SELVA LINKSIDE Est.Value: Parcel Number: Improv. Cost: 20,000.00 r Date Issued: 12/09/1999 Name. RAULERSON, CHARLES & LIZA Total Fees: 165.00 Address: 1628 LINKSIDE DRIVE WEST Amount Paid: 165.00 ATLANTIC BEACH, FL 32233 Date Paid: 12/09/1999 Phone: (000)000-0000 Work Desc: CONSTRUCT ROOM ADDITION PEARSON CONSTRUCTION PERMIT 165.00 NOTICE-INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION . BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. $165.8® 1 Date: 12/89/99 81 Receipt: 891731361 CHECKS ATLANTIC BEACH BUILDING DEPT. 88186883221888 RECEIV CITY OF ATLANTIC BEACH nuErU 3 1999 PERMIT APPLICATION REMODEL, ADDITIONS, Clyf MOVING, DEMOLITIONS 8LlIldin9 and Zoning Owner(s) : CHARLES AND LIZA RAULERSON Job Address: 1 628 LINKSIDE DR. W. Phone: 241 -8399 Lot 4133 Blcck or Unit * - Subdivision: SELVA LINKSIDE Contractor: PEARSON CONST. - State License T CBC 024160 Address : 1710 LIGHTY LANE ?'tcne No: 246-8528 C__y NEP. BCH. Stat' FL. Zi ----de 32266 oe acne: 15 'X18 ' ROOM ADDITION RL L t: 1 v Pop pa' Present .:se -uil ---RESIDENCE^•RESIDENCE ':c 31999 va:�at_ .. _ =_oGosedCons_ruct_cn $20, 000.00 A&Iantke _rcccsed ase: FAMILY ROOM BUl�dinB an Is this an addition? YES If yes, what are the dimensions of the added space: 1 5 'z . X 18 ft . W.411 the added area be heated and ccc ed? YES New eleCtriCal (or increase) ? YES New Dlu.'nbi,c ?__Mures? NO New -fire-=lace? NO New Meat/=., ? NO SUBMIT TR= (CO ZCT_A.L) TWO (Ra,S=M?TZA_L) CCMPLETE SETS OF PLANS, INC:JDING SITE PLAN, SURVEY, ENERGY CODE FORMS, NOTICE OF COM&ENC..,N1ENT, AND OWNER/CONTRACTOR AFFIDAVIT, IF OWNER IS CONTRACTOR. Signature OWNER: Date: 215 Signature CONTRACTOR: Date: 12-11�SS AS TO OWNER: rr'�� Sworn to and subscribed before me this _day of P_R_( 2!g1.h.Q,g' 19qq 1y2�V�1�AGL Ce �( NOTARY PUBLIC AS TO CONTRACTOR: qq Sworn to and subscribed before me this 31�' J day of n , 19 L7 6011 NA THERESA C. FILL6', r�'If�AX1 D.. l :0 LpCOMMMION•CCS k' NOTARY PUBLIC EXPIRES AUG 27,2000 BONOE "OUCH '1OF t1 ATLAWC BOhONG CO.,W, CT_T1_7 OF ATLANTIC BEACH PERMIT CALCULATION SHEET P_-ateia ScGiiarP_ 3'. - -- Gay a(: e Shea _ L600 r - . ._.� c� ��►'�j'Sy __. _._ _ �Qct__ cS;�`} � m 0 TA I.. B77)I L D I N G H H -------- + _ 'i l ing Fee Y S_T. 0 ;:ireblace.s S 1 = .- ':, r,7 P E RM: S ._�_. 100 _ WATER IMPACT FEE S -m-FACT FES' S _ CAP.T�jL ! PROVEMEP3T S SEWER TAP S i. \ T T1 n - 5:l t' r RADCN HRS . V v v . SECTION H PAVING $_ _ HYDRAULIC SHARES CRCSS CONNECTION $ SURCHARGE '3 Su S OTHER. $ c! GRAND TOTAL DUE $ / & �_ ADDITIONAL PERMITS OR FEES : Mechanical Plumbing Ei,ectric/New Electric./Temp : SwimmingPool Septic Tank Well Sign Finish Floor Elevation Survey Other CALCULATIONS and/or NOTES : NOTICE OF COMMENCEMENT RAMCO FORM 409 Fl!T x.13 Return to:(enclose self-addressed stamped envelope Book: 9� 2 704 Page: 847 Name: 5 MIN. RETURNFiled 8 Recorded �C. 12/03/99 11:12:32 AM Address: PHONE# J HENRY W COOK CLERK CIRCUIT COURT This Instrument Prepared by: DUVAL COUNTY TRUST FUND $ 1.00 Name: PEARSON CONST. RECORDING $ 5.00 Address: 1710 LIGHTY LA,NEP. BCH, FL if C Property Appraisers Parcel Identification RE" D Dcr, 3 1999 SPACE ABOVE THIS LINE FOR PROCESSING DATA SPACE ABOVE THIS LINE F(�RRA DRD[NG DATA C-It G! NOTICE OF COMMENC§ 9WTand Zoning Permit No. Tax Folio No. n 41' State of Florida County of c" The undersigned hereby gives notice that Improvements will be made to certain real property,and in accordance wfth chapter toa 713 of the Florida Statutes,the following information is provided In this NOTICE OF COMMENCEMENT. Legal description of property(include Street Address, if available) 1 628 LINKSIDE DR. W. , ATL BCH. N FL. d It LOT 133 SELVA LINKSIDE T Y General description of improvements 15 'X18 ' ROOM ADDITION 0 Owner's Name CHARLES AND LI ZA RAULERSON 0 Address 1 628 LINKSIDE DR. W. , ATL.BCH,FL Owner's Interest in site of the improvement ROOM ADDITION Fee Simple Title holder(if other than owner) N/A Address Phone: Fax: Contractor PEARSON CONST Address 1710 LIGHTY LA. NEP. BCH. FL. Phone: 246-8528 Fax: Surety Phone: Fax: Address Amount of bond$ Lender's Name OWNER Address: Phone: Fax: Persons within the State of Florida designated by owner upon whom notices or other documents may be served as pro- f vided by,Section 713.13(1 a)7, Florida Statutes. a Nam C S z o 7 y Address 2I S 9 7" Z0 2— Phone: z6 5/ o VY O Fax: In addition to himself,owner designates • K Of Phone: Fax: o to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. yExpiration d of Noti f Commencement(the expiration date is 1 year from the date of recording unless a different date is specified) r� CHARLES RAULERSON _ Signature of Owner Printed Name of Owner 0 O NOTARY RUBBER STAMP SEAL I have relied upon the following identification of the Affiant IL/0 1�6` 11Y jJey�C J iCGr�C 't✓ 10 Sworn to and subscribed before me this 01 $,il`I PV,# THERESA C. FIELDS �/ r-9 day ofA-e 19 % COMMISSION CC59a103 'nl=x ZO Notary Signature EXPIRES AUG 27,2000 BONDED THROUGH Printed Name ��f 4TLANTIGSOW)Nf'i MAP SHOWING BOUNDARY SURVEY OF LOT BLOCK nowAS SHOWN ON MAP OF .SEL V�4 z1A1wJ/AE avI r 2 AS RECORDED IN PLAT BOOK ___Z— PAGES O OF THE CURRENT PUBLIC RE 0, A�; C.�'N E o Es Co oQA /DIxL ��. a , FOR. T x NOTE: BEARINGS SHOWN HEREON ARE BASED ON THE ABOVE MENTIONED PLAT. Na 7E: ELEV9T/ON5 ARE SNJW.v TpUS: 03.50) ANO Rf,"eR TO /✓A 71"101- 6E�OEr1c 'tZ1 06k y� City or Atlantic Beach "g. , �tl 0 Building and Zoning (se' e/64fr-Ac w'QY) /s. Q li �C ' ¢9D.53oI4Z4. 7J %oa l/T/L/TY EA-t'EMENT--� 3.9a' ' c : e„ W�►I` N e•r 2-sro,QY stucco C1 N DJvEt L/IVG I K Q �/.L�'' ` 401428 W 04',k ^' /6" RAVES a d• 1 p• . . • 1Y V \ Poo,. �. sAl. D°.f4'00''�J. — -- L o T /Z7 ------ — ------ 7 /Z G REtERTJF/GAT/OA/ SuRilhv 3-/7- 98 _ /(Ore FO111V,94" 60RAle,PS'— - — — F/ [. U 6.6-94 n�0T6.' s,F7 i ir>'on1 CNOTCOJ FJUi✓o is<c ortiljf,e iaawb• �Aua/ rio�/ s�adEs/ - GTE: F' 6.40 HEREBY CERTIFY THAT THIS SURVEY, PERFORMED UNDER MY RESPONSIBLE DIRECTION, MEETS THE MINIMUM LEGEND: TECHNICAL STANDARDS FOR LAND SURVEYORS IN ACCORDANCE WITH CHAPTER 21 HH-6,FLA.ADMINISTRATIVE CODE CONCRETE MONUMENT (PURSUANT TO SECTION 472 027,FLORIDA STATUTES),AND FURTHER CERTIFY THAT THERE ARE NO VISIBLE ENCROACH- 1,s.,FOUND IRON M1ENTS UPON CERTIFICATE: SUBJECT PROPERTY EXCEPT AS SHOWN ON THIS SURVEY o t/i"SET IRON-L. 1 04 FLOOD CERTIFICATE: THE LOT SHOWN HEREON IS IN FLOOD S.R.L. SUILDING RESTRICTION LINE ZONE x AS SHOWN ON THE FLOOD INSURANCE RATE CLARSON AND ASSOCIATES, INC. (' CENTRAL ANGLE R RADIUS MAP, COMMUNITY PANEL N° 120075- DATED .4•/7.89 1643 NALDO AVE. JACKSONVILLE, FLA 32107 A ARC DISTANCE CH. CHORD DISTANCE f Q4 P.L. POINT. OF CURVATURE SURVEYED FEAQL/�iQ j/ ZS 19 +� - _ _ PT. PO NY OF TANGENCT STERED SURVEYOR NO 2341 FLA P.R.C. POINT OF REVERSE CURVE SCALE. _1 " ZQ' P C C POINT OF COMPOUND CURVE "WodD FFNC� M FIELD BOOK 524 PG. /3 MAP SHOWING BOUNDARY SURVEY OF LOT BLOCK momAS SHOWN ON MAP OF j; . z v,4 z1AI%xi4V . ao(ll r 2 AS RECORDED IN PLAT BOOK -_— PAGES IiiS' OF THE CURRENT PUBLIC RECORDS OF DUVAL CO., FLA. FOR: �� O Ef Co 044 /D NOTE: BEARINGS SHOWN HEREON ARE BASED ON THE ABOVE MENTIONED PLAT. Na TE: ELEV97/4N5 ARE S7+�H/•U T11U5: 03.50) ANO RerlflP TO /✓A7/Oi✓AG Gfw.OiF C i�•DA7d,N R�^29 ., rn� 1 r D Er, IIAIA�XIM ✓ 10f JVAST l,A` 40 01'0 0y y, city or Atlantl. h (sn e�F,vr-aF wvY) 0 3 i/ pi and ,�.I":g A I y / Building 05.0 Ito 24. 70 yN vT/L/TY EASeSMENT — Q Re'. �g ; 4• 0 42-sroRr srUCca -� (,Z � Az � 01vE[LING II' �� Q� �I/.L�' % N �tG28 N I �,I %' a �Z /6 EAVES .::�� o "N � .1 F% V �I' MPool- w CQ o QO i M h o"4 AEGERTIF/SAT/DA/ SZIRVF_y .3-17- 98 1ANVI07E FDUNO OLS GORNEPS ' ,rlAl,qG ag yG- 6-9 4 4 NO 7-6' SET /RaN cNOTco) Fouil0 /plc orti ER iRJAI6, F &A1j r,wA/ Fk/av FV - 14 WOrle: 1970 AO LL e'4&A1e= S HEREBY CERTIFY THAT THIS SURVEY, PERFORMED UNDER MY RESPONSIBLE DIRECTION, MEETS THE MINIMUM LEGEND: TECHNICAL STANDARDS FOR LAND SURVEYORS IN ACCORDANCE WITH CHAPTER 21HH-6,FLA.ADMINISTRATIVE CODE IS CONCRETE MONUMENT (PURSUANT TO SECTION 472 027,FLORIDA STATUTES),AND FURTHER CERTIFY THAT THERE ARE NO VISIBLE ENCROACH- 0 1/2"FOUND IRON MENTS UPON THE SUBJECT PROPERTY EXCEPT AS SHOWN ON THIS SURVEY. 0 112"SET IRON-L. 1 D4 FLOOD CER IMATE: THE LOT SHOWN HEREON IS IN FLOOD S.R.L. SUIt_DING RESTRICTION UNE .x - AS SHOWN ON THE FLOOD INSURANCE RATE CLARSON ANO ASSOCIATES, .INC. l' CENTRAL ANGLE ZONE 00'0/ D R RADIUS MAP, COMMUNITY PANEL N° 12007$- DATED 4-�7.89 1043 NALDO AVE. JACKSONVILLE, FLA 32207 A ARC DISTANCE CH. CHORD DISTANCE t � P.C. POINT Of CURVATURE SURVEYED �''➢'Q✓ Zs 19 9"¢ e OSTERED SURVEYP T. POINT OF TANGENCY STERED SURVEYOR NO 2;f4l FLA P.R.C. POINT OF REVERSE CURVE SCALE. /". 'golf / t J POINT OF COMPOUND CURVE .,/4-1 1"- /f/ 1//� P C C--A -- &' FcCNCE `" FIELD BOOK 52-0 PCs. /3 CITY OF Be Office of Building Official f; ? REQUEST FOR INSPECTION Date C Permit No. Time Received �' P. ) ' Job Ad ss � t Owner's Nam Contractor BUIL'IN CONCRETE ELECTRICAL PLUMBING MECHANICAL ng Footino Rough Wiring Rough ❑ Air Cond. & Re Roofing - Slab _ Temp Pole Top Out E Heating Insulation G Lintel Final Sewer n Fire Place - Pre Fab READY FOR INSPECTION A.M. Mon. Tues. Wed. Thurs. Friday P.M. A.M. Inspection Made —4/; InspectorFinal Inspection Certificate of O cupa cy Date NOTICE OF COMMENCEMENT RAMCO FORM IOY Ps 71113 Return to:(enclose self-addressed stamped envelope W :�& 704 Pile: 847 Nauta: 5 lk RETURN Filed E Recorded Addreae: PHONE# — w cook 11:12:32 an CLERK CIRCUIT COURT This Instrument Prepared by: INS COUNTY TRUST FUND f 1.00 Name: PEARSON CONST. RECORDING D 5.00 Rddress: 1710 LIGHTY LA,NEP. BCH, FL 'roperty Appraisers Parcel Identification---,__ SPACE ABOVE THIS LINE FOR PROCESSING DATA SPACE ABOVE THIS LINE FOR RECORDING DATA NOTICE OF COMMENCEMENT Permit No. Tax Folio No. n State of Florida County Of tV The undersigned hereby gives notice that Improvements will be made to certain real property,and in accordance with chapter a 713 of the Florida Stadrtew,the following Information Is provided In this NOTICE OF COMMENCEMENT. Legal description of property(include Street Address,if available) 1628 LINKSIDE DR. W. , ATL BCH. d __ FL LOT 133 SELVA LINKSIDE Y General description of improvements 15'X18' ROOM ADDITION 0 Owner's Name CHARLES AND LIZA RAULERSON Address 1628 LINKSIDE DR. W. , ATL.BCH,FL Owner's Interest in site of the improvement ROOM ADDITION Fee Simple Title holder(if other then owner) N/A Address Phone: Fax: Contractor _PEARSON CONST, Adder 1710 LIGHTY LA. NEP. BCH. FL. phone: 246-8528 Fax: Surety Phone: Fax: Address Amount of bond$ Lendees Name OWNER Address: Phone: Fax: Parsons within the Stab of Florlds designated by owner upon whom notices or other documents may be served as pro- =b $9900 713.13(1 a)7,norms statutes. 32-073 Address ?—1�t S # Zo 2 Phone: 2-6SF Of4yO Fax: r- In addition to himself,owner designates Of Phone: Fax: $ to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b),Florida Statutes. Expiration d#of Noti f Commencement(the expiration date is 1 year from the date of recording unless a different date is specified) CHARLES RAULERSON g Sipwme of Owner Printed Name of Owner v NOTARY ROBBER STAMP SEAL I have relied upon the followingidentification of the Affiant to nt o, C~� PUeG ClidtE$A C.FIELDS sworn to and 'bed Before C 6 e-! this � to 6comm 8SrON EXPIRES AUG 27.2000 ••"�,J•e""'°° ,Pi^�s.� [� G�dS i rg,� ! ifoNDEDiMRoIlCiF1 Road Naar AnANrlCrtwNDr CO..INC. CITY OF >*Z�wtze Ve4d - � 4 SM) SFNIINOLE ROAD -_- -- -- ------ -- ---- -- ATLANTIC BEACH, FLORIDA 3223.; :;445 TELEPHONE 904) 2-t7-5800 FAX 190-t! '247-5805 SGNCOM S52-5800 March 19, 1998 Centex Homes 6620 Southpoint Drive South Jacksonville, FL 32216 Attention: Jim Hagen Dear Jim: I met with Edward Eide at 1628 Linkside Drive and discussed the problem he is having with the siding being too close to the ground at his home. I researched the 1994 edition of the Standard Building Code and found Section B1814.3.2 which requires damp-proofing of all exterior walls from a point 12 inches below the top of the lowest slab to not less than 6 inches above the finished grade. Also, Section B2304.2.5 requires the clearance between wood siding and the earth on the exterior of a building shall not be less than 6 inches except where siding, sheathing and wall framing are of approved pressure treated wood or approved naturally durable wood. This code was applicable when the Eide residence was constructed, therefore, this code violation should be corrected by the builder. Please contact me at 247-5826 if you have any questions regarding this matter. Sincerely, Don C. Ford Building Official DCF/pah xc: Edward Eide City Manager CITY OF 800 SEMINOLE ROAD ATLANTIC BEACH.FLORIDA 32233-5445 TELEPHONE (904)247-5800 FAX(904)247-5805 SLNCOM 852-5800 March 1 1, 1998 Jan Burnett 1669 Linkside Court North Atlantic Beach, F132233 Dear Mrs. Burnett: I performed a smoke test at 1669 Linkside Court North to determine air intrusion at the two fireplaces. Both fireplaces were tested with the dampers closed. The heat pump was turned on to inspect possible effects caused by the return air unit. The living room fireplace had a neutral draw allowing no air in or out of the room. The bedroom fireplace had a negative draw allowing air to enter the room from the fireplace via the chimney. It is apparent the air flow from the bedroom fireplace is delivering soot into the controlled air system of this house. Please call me at 904-247-5826 if you have any questions concerning this matter. Sincerely, �)v-, C a- Don C. Ford Building Official DCF/pah 0970 00%RTMENT OF BUiI#NG' air. CITY OF ATLANTIC BEACH 1 CATIO INFOI iTIf3 .. ..�� Y _,. a � Addr,#, i: 16,2 S u*Ks I m- DR.I V.z SOUTH " E& I A 'LABRACH, ,FLORIDA3.2,733 TION ---------- 'or _ ----_- Lot", I ry a d as e: PoI t R 1C3 s ; t d Value. `$,o- 00 X01.CCI ""r ; Fees:; 00 Amct 4 # Work �'.. � I1�� POOL ',; .... - ,0OL�I C T I ON I�EIE�s .00 Apt ID : DRIVE �# ,*�Hu W T I iPI�C"I FID5�E a4 A 4t1 E�CI PL+ R o IXPAC SEE , $0.40 ..� $0.00 'RA ' Sit513 .4 aim ' T E 'I"RI CONTRAC OFw I'I O A I3�iPI2fl�EA 1.44 d s OCC CTR -JZ in- " "1 CROSS O'GNI ZCTION S A UES Type 0 SES E 1 PACT FEE � $O Y oo OjO-N SYY'A. RO1y i YyOE 00 "Lth 9w�'+1ptiA:MN.du=r: nAn"AFdA. �� ; "K9dN zrfk'u°,X '(''x� da`an',&$kxd6 Pm r TESD NOTICE NCR ALL CQEtE FQ!�AND FOOTIN QS MUST BE;INS#� #.BEFpRE_P#URGi P FtM" vl of SIX'MONTHS AFTE R JE3AT # F i at SUILDINO MATERIAL, RUBBISH.AND'QEBRIS FROM THIS'WORK MUST NOT BE PLACED IN.PUBLIC SPACE,AND MUST BE £LEAI~iEl UP ANC),HAULED AWAY BY EITHER CONTRACTOR OR OWNER �IHHE EHQ #� � REL � 1lER P ' �GTWCE ��; -1 GIi3U!IE N"f " FOR ii• f ` w q � "� IWO iii-4- CITY OF ATLANTIC BEACH, FLORIDA Approwd by APPLICATION FOR ELECTRICAL PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE: IMPORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, WHICH ARE A PART HEREOF, AND IN'ACCORDANCE WITH THE ELECTRICAL REGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES. ELECTRICAL FIRM: WAJiTER ELECTRICIANSIGNAliJRE JOURNEYMAN NAME tEd rake. ADDRESS:- CcM�sIJccRFD BOX BLDG.SIZE BETWEEN: RES.00 APT.( ) COMM. ( 1 PUBLIC( 1 INDUS. ( 1 NEW( ! OLD ( 1 REW. { 1 ADDITION ( 1 TRAILER ( 1 TEMP.( 1 SIGNS ( 1 SQ. FT. SERVICE: NEW( 1 INCREASE ( 1 REPAIR ( 1 FEE CONDUCTOR SIZE AMPS COPPER f ALUM. SWITCH OR BREAKER AMPS PH W VOLT RACEWAY EXIST.SERV.SIZE AMPS PH W VOLT RACEWAY FEEDERS NO. SIZE NO. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL 0.30 AMPS. 31.100 AMPS. SWITCHES INCANDESCENT FLUORESCENT&M.V. FIXED 0.100 AMPS. I OVER APPLIANCES 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. 1 H.P. VOLTAGE PHS MISCELLANEOUS TRANSFORMERS: UNDER 600 V. OVER 600 V. X10. KVA I NO. lKVA NO.NEON TRANSF. NO. VA. MA. MOTOR SIZE SWITCH FLASHER EACH SIGN FORWARDED S TOTAL FEES CITY OF Office sof Building Official REQUEST FOR INSPECTION Date �^ __ Perm3-No. Time Received _ P.M. Job Address ocality Owner's � Name Contractor BUILDING CONCRETE ELECTRICAL ?LUMB MECHANICAL Framing Footing - Rough Wiring Rough- " Air Cond. & Re Rooting _ Slat - Temp Peke - Tep Out Heating tn,alnticn -. Lintel _ Fina4 = Se'oer Fire Place Pre Fab READY FOR INSPECTION 4on- Tues. j Ned. Thurs. Friday� "P A.M. N'ladE F,na!inspection CeOccupancy ! r' Date ` 99fi78 t pEPARTAAEN7 0F BUILQING CITY OF ATLANTIC BEACH . . .. . PERMIT INVORMATION L 1�'T flI "€�Rt I T I CIK Pix f z b9670, " Addr4a 5swlwlgai� Pool . L I RSIUI SRIttR ATL* Class of Ria k k I � ..��._ .,...".. ,. ORIDA 32 : 1 SAL DE CRI PT I ON Cent . Type,: CONCREft Lot;* 133' >lo' S ct#an POOL/SPA, ; 1 Wei�ir��: L� . �� SubdiVi i �� }To.wnobi��« � LIRI�S��£, Utim .t la + I P v. Cost,, Trig 3.0oD k C 0 TON Oita, oft-1 v '" CS FLC40 0 � Il41PORMA` '.CN R a 0. E . � TAP t,Q � A ILLI b>�,&C L 32 2 t _O-Ni + T I ON 0 .00 LC01 + LCT ( IU�TES: k PO" AND FaoTINas MUST BE :IwOR"auR'416 PERIUII"I'VCiC3 SIXMONTHS AFTER DATEtDF<.ISSIE BUILDING MATERIAL,RUBSISH ANf CSE RIS:FROM THIS WORK MUST NpT'�IE PLAGE�7:iN PUBLIC SPACE,ANCA MUST BE LEARE, UP ANQ FRAULEI AWAY BY E"PH o TRAt T©R OR 4WN R" TES ! MLY WITH " `HE MECNANC', LIES L CAN RES ;JLT 1N THE 0A000TVJ 1 1�CTWICE FETT'HE B l LDINC t�PR"t)YE EI TS" i;lEt?ACCOR.DING'T©APPROVED PLANS WHICH ARE FART 4F THIS PEAMU$JECT l7 ANIS STC R� tI C FO� t�.AT N OF APKICABLE PROVISION Cd,E LAW. ATLANTIC BEACH BU61.L71NG G7EPA"RTMIsNT l .04 14 r : 13y: CITY OF ATLANTIC BEACI3 APPLICATION FOR POOL PERMIT Job Address- Lot ddressLot # / 33 Block # Subdivision SL- b/ues10 c-=01v,r.2 Owner Address 1 /6 2T1 -00✓6 Contractor J��•eFs�!�� A6 Address A�r�U� f.�Ll/J V, CKSaN✓r C 4 ��`/�Ct� �C License Number Valuation' $ f% _5�?Q Gallons SITE PLAN front W F,. a a ro ' e • rear Signature Owner Date Signature Contractor '- Date -` P.LNS`JIV1Nlr 7 . BY. 0.J - 3•2�e _O.;Z o.G PUMP • ( � �caGH vJAY MoPa-Sri-fG 24uLS vsaviC P Peapt� . heFGK ' � i i I 1 ( �� C.oUi� O�•K-(,PEA PvGGj GS�O PSS iNGN V�6+Zt+•-rc�� t�AGtq WsY i ? a i Hyvgo drrwel o�,•CF VAW6 C�iN�tiG�I.� - -I — lis —,�,.,�� I�•I 6CwLlC c I—b _. {1KY-G (i jj AQ i FS 719.11 v IPREPARC IN DUPLICATL) (�Co fu!l�ottt it ttru�l taxr�>rrat. The undersigned hereby informs all concerned that improvements will be made to certain real property, and in accordance with section 713.13 of the Florida Statutes, the following Information is stated in this NOTICE OF COMMENCEMENT. L o�-- .e.— Description of properly....................... ........................................................................... .................................:............I................... �L.vff .....611VAKYtO e.......tAJ1 7...a............................................................................ ......................................................................................................................................................................................................................I................. ................................................................................................................................................................................................................................................ Generaldescription of improvements..........s .......694a ............................................................................................ ............................................................................................................................................................................................................ ......................................................................................................................................................................................................................... Owner............AA. t.... 5..........C.v..... ... . -`................................................................................................................................... Address..............�G.Z�......... , s� �...........................c............................................................................................................................. Owner's interest In site of the improvement................................................................................................................................................... Fee Simple Title holder (if other than owner) Name................................................................................................................................................................................................. ............................. Address............................................................................................................................... ....................... ................................................................. Contractor........S'U; S!!J ........... o`�c`.s.......'F�'`�r-......... ..5...................:.............................................................................. Address.........JA �3c=,a. °.........��v��...........:�T ,S.,P,N✓i GC. —...,....�7.. .........°�.�.... ..-2 6.v....... Surelycif any)........................................................................................................................................................ . ................... ................................. Address......................................................................................................................................................Amount of bond $................................ Name of person within the Slate of Florida designated by owner upon whom notices or other documents may be served: Name........... ..................................................................................................................................I................... . . ...... .................... ......... Address................................................................................................................................................................................................... ..................... In addition to himself, owner designates the following person to receive a copy of the tenor's Notice as provided In Section 713.13 (1) (F), Florida Statutes. (Fill in at Owner's option). Name.................................................................................................................. .................................................................................................I...... .... Address.................................................................................................... .................................................................................................................... THIS SPACE FOR RECORDER'S USE ONLY ' Owner Sworn to and subscribed before me this... ..............1.........dayof............................................... ...........14.n�.� .................................. DEBO� T4 :.: .; MY COM EXPIRES:FebnM 20.1998 �`�%Rf;f��` Bolded ThN MDter9 Pubic Unde:wllEe►e //// � /hCITY OF ri ' - Office of Building Official REQUEST FOR !NS ON Date Permit No. Time Received P, Job MMess Localk ff Owner's Name _.___ G Contractor BUILDING CONCRETE ELECTRICALPLUMBING~' MECHANICAL Framing D Footing Rough Wiring G au 0 Air Gond.& 0 Re Roofing C Slab 0 Temp Pole D Top Out 0 Heating Insulation 0 Lintel Final a SewerFire Place Pre Fab READY FOR INSPECTION A.M. Mon. Tues, Wed. Thurs. Friday_____. PM• E r' Inspection Made �4 ( A.M.A. Inspector ._ < Inspection Di Certificate of Occupancy 0 Date __-. CITY OF Office of Building Officials -7126 /5 REsOUEST FOR INSPECTION }4 -7 r7`} U_ �iy `7y ?Z:P Date - Permit No. _—��.— Time Received P.ML , Zj. Job Address Locality Owner's Name ^_ _ Contractor — BUIL ~ ' CONCRETE ELECTRICAL WM ING ECIi , Framing Footing Rough Wiring Rough E Air Re Roofing Slab Temp Pole Top Out C Heating Insulation Lintel Final Sewer Fire Place Pre Fab READY FOR INSPECTION Mon. Tues Vded. Thurs. Friday _ A.M. _ Inspection Made � -� (2 -_� Fina!Ins Q} ,�,---^---•,k Certificate of Occupancy CITY OF -_ 1 Office of Building Official REQUEST FOR INSPECTION Date } _�__ Permit Nd, ---Time i Received ` M. ::4 2 J ddress Locality Owners ' Name _ Contractor L ` BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing _ Footing 0 Rough Wiring ough ,: Air Cond.& ❑ Re Roofing Q Slab O Temp Pole E Top Out �� Heating Insulation 0 Lintel C? Final Fj Sewer 0 Fire Place Q Pre Fab READY FOR INSPECTION Mon" . Tues. Wed, Thurs, FridayPM. Inspection Made Inspector_ Final Inspection D, Certificate of Occupancy❑ Date NOTICE t OF ADDITIONS or DO NOT REMOVE 10B ADDRESS DATE r{� THIS JOB HAS NOT BEEN COMPLETED The following additions or corrections shall be made before the job will be accepted ,.f�-►�� .mss 4 r It is unlawful for any Carpenter, Contractor, Builder, or other persons, to cover or cause to be covered, any part of the work with flooring, loth, earth or other material, until the proper inspector has had ample time to approve the installation. .y After additions.or corrections have been made, call p(EZ'3WC Building Department for an inspection. Field Inspectors are in the office from t�jc2p,�;, Monday through Friday. PLUMBING ELEC. BLDG. BA PRESS HARD-USE BALL POINT PEN CITY OF 1*&w w Ve4d - 17&UW4 800 SEMINOLE ROAD ALN - .-__. _ _ ATLANTIC BEACH,FLORIDA 32233-5445 TELEPHONE(904)247-5800 FAX ON)247-5805 NOTICE TO : Water Department FROM: Building Department DATE: �. .D y 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 Surely, Building Department -MAP SHOWING BOUNDARY SURVEY OF LOT BLOCK 3 BLOCK AS SHOWN ON MAP OF JEG VQ zlm"Iao. mAlIr 2 AS RECORDED IN PLAT BOOK 47 PAGES OF THE CURRENT PUBLIC RECORDS OF DUVAL CO., FLA. FOR: CffA1n x /SIO^fe'r CoApAc*,rwy NOTE: BEARINGS SHOWN HEREON ARE BASED ON THE ABOVE MENTIONED PLAT. /Y07E: ELENAI/4N9 ARE SHOWN 7,/Z/$. C/3.5o) 4A10 RErE,v 7o NA7/0A/AL GEOOE?iC J.•0 ,rd* or /929 lit 4e1A1 �r1V4f ,�APIVIE 914f,$7 00 1 ° y. 21 $4' y unt/ry efas4&44&r.vr--- At4, c /o•o d-4 G1 2 , 1994 uildIng and Zoning met 2-STORY sTucca %4o Q owcl.uAld tiTj V .o. Y •� a M • h 0 v o.4' g A/. D°34'oo'•XV.. L4p7 /Z7 LOT /Z4 L G B-, so7E $ET/ImAl ovoreO) FOU/✓O ,9L6 OTL/ER /R6A/6. i'AVA rAP ,*V F - DAF 1 HEREBY CERTIFY THAT THIS SURVEY, PERFORMED UNDER MY RESPONSIBLE DIRECTION, MEETS THE MINIMUM LEGEND: TECHNICAL STANDARDS FOR LAND SURVEYORS IN ACCORDANCE WITH CHAPTER 21HH-6,FLA.ADMINISTRATIVE CODE (PURSUANT TO SECTION 472.027,FLORIDA STATUTES),AND FURTHER CERTIFY THAT THERE ARE NO VISIBLE ENCROACH- MENTS UPON THE SUBJECT PROPERTY EXCEPT AS SHOWN ON THIS SURVEY. 1�Y o 1/r'SET RICH-L. i FLOOD CERTIFICATE: THE LOT SHOWN HEREON IS IN FLOOD SI Q� X.A.L. ALDIHO MiM! TMCTWH L ZONE x• AS SHOWN ON THE FLOOD INSURANCE RATE CLARSON AND ASSOCIATES, INC, a cEw' MAP, COMMUNITY PANEL NO 12007S- 0�/ 19 , DATED 4-17-09 1E43 NALDO AVE.JACKSOMVLLE, FLA 84207 A AADVA A AMC SMANCE ON. CHOW DISTANCE 30tz ►.C. POWT Of CNNVATIAIE SURVEYED 411 PA✓ Z-1 19 ,¢ POW,OP TAMSEIICV SCALE: /~+ • STERED SURVEYOR NO.`?,36/ FLA. PJLC. SNIT OF REVERSE CURVE JGLlW�i /!�� --• P.C.C. MOWT Of COAMOYIIW Comm ai ---4r_ &'W" f,-AMM' FIELD BOOK 4694 ►a• /-1 RAM Tatt-firate of Orruvanru Tito of i Atlttntit Ncac4 — Nloriba Department of Nuildxng havert on This Certificate issued pursuant to the requirements of Section 103.8 of the Southern Standard Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances regulating building construction or use. For the following. Use Classification. i3ilgle Y amil.jr Resider Bldg. Permit No. 7923 i Grouper•xrame Type Construction S .f Fire District Atlant-c Beach Centex Rat Estate 6620 Southpr�int Drive Svut by _- Owner of Building Address jaekst) i3.1,4, ` L 34 2 106 Building Address 1628 Ankside Dr•Wlocality Atlantic Beach, FL 32233 DONN C. F01 I3 Building Official Date: )� POST IN A CONSPICUOUS PLACE LATE: PRE-SERVICE DIVISION JACKSONVILLE ELECTRIC AUTHORITY 233 WEST DUVAL STREET JACKSONVILLE, FLORIDA 32202 ' THE FOLLOWING FINAL INSPECTION(S) HAVE BEEN MADE; AND AkE SATISFACTORY: ------ ' --------------------------------------------------- ------ ' -.------------------------------------------------ - ------ ' --------------------------------------------- -- - -- ------------------ --------------------- Enclosed ---------------- __ - ----------------------------------------Enclosed are the blue copies of the permits. SIN, Y BUILDING INSPECTION DIVISION cc:FILE CITY OF Office of Building Official REQUEST FOR INSPECTION Permit No. / AM_ Pw s Addre s Locality / , -)1a,-�' Cgntractoc. 3 _ CONCRETE ELECTRICAL - PLUMBING MECHANICAL ❑ Footing — Rough Wiring Rough ❑ Air Cond. & ❑ ❑ Slab = Temp Pole Top Out ❑ Heating ❑ Lintel _ Final T.Sewer ❑ Fire Place CI Pre Fab READY FOR INSPECTION ✓ .: .... CAPLL Tues. Wed. Thurs. Friday—,--P.M. C^ A.M. je _ ✓ �— PM. Final Inspection Certificate of Occupancy Date 8478 ` DEPARTINENT OF buIL©ING CITY OF ATLANTIC"BeACH .. PERMIT I NPORkATT ON _...�.. _.._.». .. ... LOCATION INFORMATION .. _.,,.---. 1 Address 16 5 "LINKSIDE DRIVE WEST Per' Type: BUILDING ATLANTIC BEACH .FLORIDA 32233 C ap s .of Mork: AL'TIIRATTOXiTION.'- Type: NOON FRAME Lot . 133 >�1 Qck: 2 Sect ion: 4� P po 0d U e; SCR EN -ENCLOSURE Towr�th. p': RNO: 0' tr l ngs 1 Cady: 0 Subdivision: $BLVA LINK3ITIE I2 Bslriated V1ue Sa400O0 m rou, ost : SO 00 so Am 0 �A 1194 -LOS Yi ;. LOSURE �.�._..� TION 'ATZ , wF y�ygy�}� PERM ry�APP"L T+CA ION FEES _$37 -�_5 B, 11t, DRIVE 'SOUTH Wale IlylPAC, PER $0 .00 O ' FL21��,�, � , & P PRE 0 , � w° ' { FAN OAI3-R.R.S. $0.00 FOR 'AT �ON -_'�..� RA3:IO t CAB % $0.'00 t tJiJ 1 ' LOSUR INC. CAPITAL IMPROVE. $0 .00 � . ti. Ad . " SEWER"imp.- .r . SO.OU 4ItA ASR FL... CROSS CONNECTION 0»00 E SEC9 IMPACT PEE ""40-00 CaN';IT.':$URCFIARQI0-- 0.01 3 U. _ i f i a r a y N TICE ALL CON;CitiE1 FbAMS AND FOOTINGS MUST4 1"109C p900RE PQUI"1lNG PERMIT i/Old SIX.MONTHS'AFTER GATE OF ISSUE BU#Ltd i(3'MATERIALi RUBBISH"ANIS bE$AiS FROM THIS WORK MUST NOT BE PLA CEf3 IN UBL(C SPACE,AND MUST BE CLEA #?UP ANC)HAUL 0 AWA 'EY Et HER.CONTRACTOR 014 OWNER d ` F i► URE TO CDI IPL'Y WL7H THE MECHANICS' LIEN LAW CAN RESULT IN TNS PROPERTY 0"EPA INC 711 ICE FO 5 1 , 111 I I~t'O E EN75 ' IS ED ACCORDING TO APPRO1rED PLANS WHICH ARE PART OF THIS PERMIT,AND SUBJECT T© REVOCA►tION FOR 1 lO1. tTtOI4t OIc Af�PL1CA�BLE A'ftt�/$1ONS CtI=I#W. s ATLANTIC BEACH , { ' TAL r to aBUI.>3tNG RTUENT CRS mon is/94 00 $37.50 By. � T �1 Payer CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET op A/6,(-S (0 F 64 L 0 M • Sc C�t F-Ir p -C rt 6 - f3 Sauare Footage @ $_per sq ft = $_ per sq ft = "'a r, $_._per sq ft = $-Per sq ft = $ $_per sq ft = TOTAL VALUATION : $ fro .. _ $ lr-taj, at ion 1st $-404 ,wP RemaiLng Value per thousand or portion thereof TOTAL BUILDING FEE $ + 1/ 14 Filing Fee $ --2 ( ) Fireplaces @ $15 . 00 $ BUILDING PERMIT FEE WATER IMPACT FEE $ SEWER IMPACT FEE $ WATER METER/TAP $ CAPITAL IMPROVEMENT SEWER TAP ) RADON (HRS ) . 0050 SECTION H PAVING $ HYDRAULIC SHARES $ CROSS CONNECTION $ SURCHARGE . 0050 $ OTHER $ GRAND TOTAL DUE $,37 7 ADDITIONAL PERMITS OR FEES: Mechanical Plumbing Eiectric,/New-Electric/Temp_; SwimmingPool Sep7 -, c Tanx--_; Well Sign-Finish Floor Elevation Survey - -; Other (AL -'1j1jATIONS and/or NOTES : 91994 CITY OF ATLANTIC BEACH luildin�Tag# Zonin PERMIT APPLICATION REMODEL, ADDITIONS OR ALTER I S DEMOLITIONS Owner(s) C e"s-yenC Address: �O �? -2,43 ':-'?tO`1 RQ ncOTI �- Phone: �-� '' � 'SS f Lot # Block or Unit # Z_ Subdivision: sP �� ' ` W J�s`4 Contractor: l0-ry\ S; 320.E y) . Sou r14eC 0 �nCInS CCC 05190 Address : l09 Co\<c--6e 02 0QN0y1E V' k, Phone No: 12�� Describe work to be done: 1 -2- '0 c�> F,1j0 6 0 SV P_ Ar /(oze L,iJe5rL1E f - 0. Present use of building: 'S>ti eS cx ea- Valuation of Proposed Construction: ��o Proposed use: JGQ� � ►�CI,tNSc�Qc_ Is this an addition? i4-1e5 If yes, what are the dimensions of the added space: FZ ft. X 7-0 ft. Will the added area be heated and cooled? ND New electrical (or increase)? New plumbing fixtures? t�o New fireplace? �O New Heat/AC? 0"0 SUBMIT THREE COMPLETEE S 'PLANS, INCLUDING SITE PLAN, SURVEY , ENERGY CODE FORMS , OTI COMMENCEMENT, AND OWNER/CONTRACTOR AFFIDAVIT, IF OWNE IS NT ACR. Signature OWNER: Date: (�O " .q Signature CONTRAC�':- � ti Date: ) 'Iy c PAR 01wV oFt�cE e- Pb'l f OF ADDITIONS or CORRECTIONS D • NOT REMOVE JOB ADDRESS DATE , Gtr,. S THIS JOB HAS NOT BEEN COMPLETED The following additions or corrections shall be made before the job will be accepted A�7, J ?` eARB Ge-,6�_ ,WAr�e S7- � '00, It is unlawful for any Carpenter, Contractor, Builder, or other persons, to cover or cause to be covered, any part of the work with flooring, lath, earth or other material, until the proper inspector has had ample time to approve the installation. After additions or corrections have been made, call��Building Department for an inspection. Field Inspectors are in the office from gr."A t,_to lege_—Monday through Friday. PLUMBING EIEC BLDG B-4 PRESS HARD-USE BALL POINT PEN CITY OF ,+ 4&rte: � =A-14 Office of Building Official REQUEST FOR INSPECTION - - � yDatePermit No. Time / Received ` PM Job Add r Locality ........ I Owner's Name —Contractor B 1 CONCRETE ELECTRICAL PLUMBING MECHANICAL G Footing — Rough Wiring C Rough n Air Cond. & E Re Roofing Slab Temp Pole C; Top Out Heating Insulation Lintel Final E, Sewer E Fire Place i.:: Pre Fab READY FOR INSPECTION _ l Ate'. Mon. Tues Wed. Thurs. Friday _P.M. p A.M. Inspection Made ^ 7-1—ZP.M. Inspector_._ Final Inspection F-1 Certificate of Occupancy CITY OF Office of Building Official CTI /90- f REQUEST FOR INSPECTION ( ,G- t.le Date_ Permit No. Time A.M. Received P.M. Job Address Locality Owner's ff Name _. _4r_._ Contractor BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing Footing Rough Wiring D Rough D Air Cond.& G Re Roofing ❑ Slab Q Temp Pole G Top Out 0 Heating Insulation Lintel El Final E, Sewer ❑ Fire Place C Pre Fab READY FOR INSPECTION Mon, Tues. Wed, Thurs. Friday t�M. _ A.M. Inspection Made __..` PM• inspector_ �„�� Fina!inspection ❑ Certificate of Occupancy i! Date Office of Building Official f REQUEST FOR INSPECTION I Date Permit No. Time2 '-S A.M. Received 3 JjAddress iiiy UILDING CONCRETE ELECTRICAL.I Y PLU SING MECHlCf�tCAl. S7 "" Footing Iri9 [ Rooting Slab Temp Pole C Top Out Heating ulaiion Lintel _. Final Sewer 0 Fire Place ❑ Pre Fab READY FOR INSPECTION A.M �. Tues. d. Thurs. Friday action Made � �_,RM. Final Inspection !7 Certificate of Occupancy Date _� CITY OF 4&4a& Bwoc,4-0;4zda Office of Building Official REQUEST FOR INSPECTION Date. °' � Permit N Time A.M. Received PM. Job A ss Locality Owner's " Name �_ _ Contractor ____._-_ BUILDJNG CONCRETE ELECTRICAL PLUMBtN�i MECHANICAL Framing C7 ooting C Rough Wiring G Rough L Air Gond.& L� Re Roofing 0 Slab Temp Pole L Top Out L Heating Insulation L' Lintel D Final rD Sewer 1.1 Fire Place Cl Pre Fab READY FOR INSPECTION A.M. Mon. Tues. Web Thurs. Friday P.M. AAL "Final Inspection C! Certificate of Occupancy C, } TRANSMITTAL DOCUMENT FOR JEA DATE: The following permits have passed "rough" inspection: Permit No. Address gestic,��c,oas�xcebncr�pa�e�cx�facxlakexapeca�a�iac. Please update your records accordingly. �-Tha u, BUILD CLERK CITY OF ATLANTIC BEACH /vcb 1 1 CITY OF ATLANTIC BEACH, FLORIDA Appro"dby APPLICATION FOR ELECTRICAL -PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE:,... 19 IMPORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING. WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, WHICHRE A PART HEREOF, AND IN ACCORDANCE WITH THE ELECTRICAL REGULATIONS,CODES ANO CITY OF ATLANTIC BEACH ORDINANCES. a , le ELECTRICAL FIRM: M&UER EURIGICIANMURNEWAU s Aouaessl �' �. FD ElOx.r.�. NAME.._._......_....f�-teyc ......�..._. BLDG.BIZE1 BETWEEN: RES.q<' APT.l 1 COMM.( ► PUBLIC,( INDUS.( 1 NEWR.W' OLD( 1 REW.( I �. . ADDITION( ) TRAILERII ► TEMP.( 1 SIGNS ( 1 SO.FT. SERVICE: NEWW INCREASE( 1 REPAIR( 1 ' FEE CONDUCTOR SIZE AMPS hlrO COPPER ALUM MLCH OR BREAKER 1P W .,7"140VOLT RACEWAY EXIST SERV.SIZE AMPS PH • W VOLT RACEWAY FEEDERS NO. SIZE NO. SIZE NO. SIZE! LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL i . 0.30 AMPO. 1.100 AMPS. SWITCHES i INCANDESCENT _ FLUORESCENT St M.V. ' s R1Xso O`10O AMPe, OV[R 'k APPLIANCKS BELL TRANSF. AIR H.P.RATING H.P.RATING '' - CONDITIONING COMP.MOTOR OTHER MOTORS AMPS CEIL HEAT: KW-HEAT 0.1 OVER r MOTORS H.P. VOLTAGE PHS NO. 1 N.P. VOLTAGE PHS MISCELLANEOUS TRANSFORMERS; UNDER 600 V. OVER 600 V. a NO. KVA NO. lKVA NO.NEON TRANSF. NO. VA. MA. MOTOR SIZE SWITCH FLASHER ' EACH SIGN FORWARDED TOTAL FEES t i a 1. 7972 P'$R-3844 DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH ^= = PERMIT I NF'ORMAT I ON ---___.. LOCATION I SFORMAT IO14 � 'permlt Number: 7972 Address '. 1628 LINKSIAE DRIVE WEST Permit "Type: PLUM91NO ATLANTIC 'BEACH, FLORIDA 32233 Claa of Wcark-: NEW _.,. r,...:. LEGAL DEBCRTpR'It)N '�.`o tr. Type: WOOD F`RAI�E Last: 133 Bl+�ck: Sectic►n: _, Proposed Use: SINGLE FAMILY Township,** RNC: 0 I D�41 1figs;: 1 Code: 0 Subdivision: SELVA LINXSIDE #2 Esti*ated Value; $0 .00 !rA air> cost: .00 i TO.,al 0n � $64 .40 ION APPLICATION FEES I PERMIT $64.00 Add er s: L AE DRIVE WES x IAT 114P'AC'T FEE EO ,00 t E F�LOA I Its ph 0 1t ` .. «»....,., ,. . R IPOR IATI RAI341V: CAB E4 .40 i ....,. _. . # Nie"= R_ IS PLUMBI`N ��wu w.. - CAFIT.A.L.�.Il�tp�,4�fE.� � X0 ,00 Ad Yr .., 40� �, -. 'R' SEWER TAF 60 40 JACKS LE, FLA. 32210 HYbRAULIC SHARE E0w00 LiC 3 Type: 4 CROSS CONNECTION 0 . - SE FT I i � 0 .{ CONST.. SURCHARGE � � f� ;i �FF Yf NOTICE—ALL CONCRETE FORMS AND FOOTINGS MUST BE INSPECTED BEFORE POURING i PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE ° 1 BUti.bING MATERIAL,RUBBISH AND DEBRIS'FROM THIS WORK MUST N'OTBE PLACED IN PUBLIC SPACE,AND MUST BE x:!CLEA#E>—UP:AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER, V �FA LURE T 0IMPLY WITH THE MECHANICS' LIEN LAW CAN RESULT IN TWA PROPERTY OWNER PAYING TWICE. FC3R BU1�.t�1N.G IMPROVEMENTS." tI�UI D ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR { `r l I k C3N OF.APPLICABLE PROVISIONS OF LAW. � t ATLANTI BEACH:BUILDING DEPARTMENT ftprstcq»: CRYSTAL t. Da 3104/%, Re tP4 0 Tota,PAYNO CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBINgPERMIT JOB LOCATION: OWNER OF PROPERTY: ZZ .Z2221eZ� BUILDING CONTRACTOR: PLUMBING CONTRACTOR DON HARRIS PLUMBING CO. AND ADDRESS: P. 0. BOX 14668 IACKsmLy 1 E F' FI 14271 n TELEPHONE NUMBER: (904) 772'0900 C F fir► - p 1919 4 STATE LICENSE NO: rInQ TYPE OF BUILDING: /Qj '" TYPE OF WORK: � At otJ / HOW MANY OF THE FOLLOWING FIXTURESllmiuLLED SINKS / SHOWERS LAVATORY WATER HEATERS /-BATH TUBS / DISHWASHERS URINAL8 DISPOSALS !-v CLOSETS /_' WASHING MACHINE FLOOR DRAINS SHOWER PANS OTHER TOTAL FIXTURE COUNT: s $3.50 + $15.00 = $ 1�4 f --------------------------------------r------------------------- INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE MOST RECENT EDITION4OF THE SOUTHERN STANDARD PLUMBING CODE. CALL A DAY AHEAD TO SCHEDULE INSPECTIONS - (904) 247-5826 PSA 844 OtPARTIAENT OF®WI,0044 CITY OF ATLANTIC �CH .�..; PERMIT I rdlr0m "TIO :... :. ,.__:._ .. 'LQCAT l0N `l:NPOR TON -�-- I ren t Nuumber 7967, 'Address -, 1.628 LINI(SIDI�. DRIVE WEST Pe mit Types AtLANTi0 BEACH, FLORIDA 32233 y is of Work, NEW ,.__- --- LEGAL 0138CRIPTIOH ,>*„-__.,---- ' `I lae �? � Lot ,,: cra dc1 � � Sect ; P,r6P6ied U `0 z SIHOLE PikILY Ttr ai i RNG,: 0 We l` nLgrs: 1 Code t} Subdivision,* LINkSIDt $2 ' Iw Cte4 Val a 6.00 II ti.v. cost r { f T I CSF - wwl- ..:. APNL I CAT I C31+T `EEB PERM Add>rlrss: ISE 1�) IE ,WLST,, OAT, FAC EE $ .Qa 1 r It Fb ' 2 � b LORID fi AF RAflCN CSH.�R R. S. $0100 R ORM TI -- RADON CAS SP6. $01.00 } '"e: O #EAT AI .® Off'ISL Ii��'ROVE - . ..__. _P$0'4t��t 29W"�aAL °... . BENR, Tfia SpO JACKS LE, FL 3225'1 RYI RAt3L C SNARE $0 00 Type: CROSS CONNEGTI ON "SECS I C4 4 ' i .max`{ � CON ST. ,-,$V RCHAROE � I 'MOTES.: 1 1 1 'NOTICE-=A►LL cOmCRETE FORMS AND FOOTINGS MUST BE IfN$F►ECTED BEFORE POURING' PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE BUIL01443 MATERIAL,RUBBISH AND IJEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE } CLEARED UP'ANp,HAULED AWAY BYEIT:HER CONTRACTOR OR OWNER , 1= I;LURE Tfl CtMPLY �IIIITH THE MECHANICS' LN ; CAN RESULT IN IRC PERTY OW.NOR PAYING TWICE FOR' BUIL ,-J* hIW RCVEMENT ." �U04 ACCORDINd'TO APPROVED.PLANS WHICH ARE PART OF'TH1S PERMIT AND SUBJECT TO REVOCATION FOR fi TIiC3N OF"APPIICASLE PROVISIONS OF LAW. r S 1 a ATLAInC BEACH I-UILOINC DEPARTMENT Ate 3I ..IIkIlrsee tg03'I'^s I By. ,r r L11 1111��. ,r , � ✓�•.• �- r � • I 7 BUILDING AND ZONING INSPECTION DIVISION PITY OF ATLANTIC BEACH ATLANTIC 41=4CH, M ORIbA 39933 APPLICATION FOR MECHANICAL, PERMIT �A��•IN NUMBEp� IMPORTANT Applicant to complete'oll items in sections 1, II, III, and IV.' l•� Sheet Addruu_ 23 JJUajDE*DR 'VE y,MI �l-LOCATION , Ol" " hNewstlnq 61tes141 19IW40A SEMINOLE ROAD And ATLANTIC BVLD IUIlD1NG SELVA LINKSIDE, LOT#133 sub. vi►ton _ IIS IDENTIFICATION To bo completed by all oppliconts (n toA►iderottob of parmit given lot doing the work as 4w4ed In the �4ve /1614ment Me h4r4br 49,41 to F000m ►eid wolf i,I a::vwc# -_ ,Avith tha oil le�d ploao 3Rd tpecilk6l�ont which vs a port heraol and in eeeord6Aco with the City of Jeel►vny:l'e o,d;A4"ce/ esd 116.34.45 of good praetko !I►le.d tharain, Name of 1,ukolsol Contr6clor► C.aMN1.,yhiatj MANDARIN HEATING AND AIR M.►te► CACA12623 Nami of hoporty t,rM► Sig+latu's of QuiTEX I= $191n61v►o of M A►Itkaehtid/101M Aeehitett or EAg11,,er 111:-'76019L&i INKWMATION A. Two of h"IiP4 folj �. 1 IS OTHER C0NSTRUCTI0H 1EIN6 bONC ON p� �MCItiC THIS ■UtLbINp OR 51T�T YES O u 0 Nalvnl Q Comtel Utllity 0 Oil IF YES, GIVE NUTAOEM OF CONSTRUCTION 7926 WV", Nf:WICAL WIPMMT TO U INSTALL NATURE OF WORK ;It4ovidi twtoplole 00 o1 cow+w, h oft batt of this totm) IV Residontiel or (] Commercial Hill 0 Spas O Ilsc&oW ar Gnlr1114 0• FkW F1` New 9u1101n9 WI1k G4WWieSt a Room (pContest O Existing Building ty11NRt Matoris:�'.I.�r`d�Sc.BGZ�IBD Zltiskrttt tt O Replacement of exiatino system D Mas16nt1At pptc3ty ��u ttwG Now Installatlon(No system proylowy Inetoiled) CNila9�1or+t►et Corsdty � p•� t>reinllattf N►I+nba trI i►w�h , Cy M"tw d M4utliit. Fo T 7,926 lot Qt? 46/5 1 ca '� '' DSPARTII11I fi 5 1 top DISI+ � CITY OF ATLANTIC w PiRM I T I NPORMAT I ON -- -; r4CAT ON NF41 lA ` aN :Permit .Nx11db+ t 7926, Ad r+ s X28 .LI.1 KSIDE DRIVE NEST perm Type., Bt3�LOI��O. �ITbAN�I� BEACH, PLO�I1�A 3 `3 'Claris, of Werk NEW 1 r----'- �__�� 1�RSORIF�'�QN ----------- "Constr. Type: WOOD 'Rl? R Lot : 1331'' Block-, Section: pro osed Use: SINGLE ,�FAMILY ToousAi,p: bw l Ing$ ., 1 Cods., 0 Subdivision: SNLVA LINKSIDE #2 � s .tix ted Value: $79684.00 aha Impr'ov'. Cast; $O.00 i dotal Fees; »82 f A�aua� X28;25$82 " �3att /21/94, Wtirk Des E 1''SINGLE FAMILY RESIDZNC$ PZR PLANS - HSP' 1778 .: .._. ..._; � ..a. ION - .. ..,»�. AFp +IGATE7t P`E88 ,. .."� i N T'AT E k.t,,;, , PS MIT $585.00 ' Add INT RI�t SOUTH WATT IMPACT FRB 530.00 ,� r . T PL 3 2 I6 � `LB Alm $' j R, ItAI?4t iiAi-H.R.S. $7 . 51 .`.. ti FORMATI , -- RADON CAB 5% S0 40 �" . me, NT' S' A 'IC r ` CAI TAL .IIPRC�R.� x 00 M "SACKS SLR a �'L 322i`�i 'HYDRAULIC A ;: ,-6,620- R~ '...-OR S R $0.00 B tARI£ 0.00 �. 03 Type: 54 CROS CONNECT ION SEC.R .IMPACT ,FEE r au t NOTICE--ALL CONCRETE FORMS AND FOOTINGS MUST of,INSPECT 0 BEFOR9`POURINGi G 1 S PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE ING MATERIAL;RUBBISH AMID DEBRIS FROM THIS WORK MUST NOT.BE PLACED IN PUBLIC SPACE,AND MUStBE li EO UP ANT?HAULE0-AWAY BY EITHER CONTRACTOR OR OWNER # It.0 TQ ' COMPLY WITH THE MECHANICS' LIEN LAW CAN RESUt 4 PR P"ERTY OWNER P'AYI�VG TWICE F0 BUILDI1'�C MPRMEMO UIr ED ACCOflDI14G TO APPROVED"PLANS WH4dH ARE PART OF THIS PERMIl#ANO SUBJECT' TO REVQGATI TtpN C+F APPLICABi.E PROV IONS OF'LAW ::7 thl tBEAGH BUILCJINGDEw,}�� ) 44 {} gyp ( +Twydtt�r:}yMayJ�Y*`Ta AL rW�ui� g¢ � 1f+'1Gf 1 LO'RC4 14/r ^ 1R 'M'+� "fM. 61R'tJ �- K ." 'NR 9. d1 Pd t t . MOOrr�t�l Paye moo 37 0 7 , CITY OF ATT MTIC BEACH PERMIT CALCULATION SHEET Address—11 g 98 C-�N(� S � �� (�k ��✓ Date "a Heated Square Footage ��.�� @ $ •3��Q4 per sq ft = $ arage/ hed -- $ ��00 per sq ft = $ l Carpor Porch ;L @ $ 3r00 per sq f t = $ ah / 2- Deck Deck f / @ $ ` per sq ft = $ Patio _ @ per sq ft = $ ��b TOTAL VALUATION: $ faro TotaVa u t}pn ist $ o0 .� I U C `t o�> $ yy Remaining Value $Y. per thousand or portion thereof TOTAL BUILDING FEE $ + 1/2 Filing Fee $ (1 ) Fireplaces @ $15.00 $ 10 BUILDING PERMIT FEE $_ 1 WATER IMPACT FEE $ + -00 SEWER IMPACT FEE $ S-0, on WATER METER/TAP $ 5_.00 CAPITAL IMPROVEMENT $ ,�0 SEWER TAP $ (� f} RADON (HRS) .0045 RADON (CAB) SECTION H PAVING HYDRAULIC SHARES S CROSS CONNECTION $ 3 (ISTY) SURCHARGE .0050 $ �i OTHER S GRAND TOTAL DUE ADDITIONAL PERMITS OR FEES: Mechanical ; Plumbing Electric/New Electric/Temp ;SwimmingPool Septic Tank ; Well Sign Finish Floor Elevation Survey ; Other CALCULATIONS and/or NOTES: Rt NAN CIA%.DRI NTING 0',)N~ N N 110tiee of Commencement w (►RLFAR[IN CU►LICAT[) To whom it may concern: r� > The undersigned hereby informs you that improvements will be made to certain real property, and in 0 accordance with section 713.13 of the Florida Statutes, the following information is stated in this NOTICE OF COMMENCEMENT. h Description of property L o'�� l 3�j----S G 1, f q-- t 1 K S 1 ------ Z----------------- According-to plat _thereof recorded in plat-book ��' pages of- the current public records of Duval County Florida. General description of improvements _____________________________________________________________________- �( Construction of Single Family Residence with Garage on concrete slab A ---------------------------- -------------------------------------------------------- -P Centex Real Estate Corporation Owner ---- ---------------------------------------------------------- 0 6620 Southpoint Drive Suite 400 Jacksonville Florida 32216 a Address ____________ 0 Fee Simple Owner's interest in site of the improvement -------------__________________________________________________. W o Fee Simple Title holder (if other than owner) ------------------------------___ aName ----------------------------------------------------...------------------------------------------------ 0 ra trAddress --------------------------------------------------------•--------------------------------------- rd x Contractor salve as owner -----------••------------------------------------------------ h Address ------------------------- 4JSurety (if any) ------------------------------------------------------------------------------------------ �4 Address -----------------------------------------------------------------Amount of bond $-------------- 0 Name and address of any person making a loan for the construction of the improvements. Name ----------------------------------------------------------------------------------------------------- Address -----------------------------------------7------------------------------------------------------ Name of person within the State of Florida, other than himself, designated by owner upon whom notices or other documents may be served: Arthur Day Name ----------------------------------------------------------------------------------------------------- 6620 Southpoint Dr Suite 400 Jacksonville, Florida 32216 Address ------------------------------------------------------------------------------------------------ In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.06 [2] [b], Florida Statutes. (Fill in at Owner's option). Name --------------------—----------------------- ------ --- ---------------------------------- Address -------------------------------------------------- -------- -- -------------------------- THIS$PACE FOR RECORDER'S UDE ONLY - ARTHUR DAY OWNER Sworn to and subscribed before me this •3 day of 1994 by Arthur Day /�/ Who is personally known to me. �` ,C"'�,• 9dbN✓�y��/ Notary Pub - Stat of Flori �.• #CC302317 :'aQ 41 - .--------- D �� CITY OF _ ?RCPERTY DESCRIPTION 151994 efarreee t�eael - 57(d a I 716 OCEAN BO42.EVARL _at ._------_81ock •--------Section .---Buitding and Zoning P.O.BOX 2.5 fATLANTIC REACH.FLnR/DA 22271 iubdivisions �4' vfi `^ � �� e - 2 , TF,LEPHONE19;ja2492.9, itriyet 11amit > tj (/ 1 •�� G� \ DESCRIPTION OF WORK )r Address:------------(-�-------------•------- v v A If in a FLOOD HAZARD 'lood Zones_____, ------area complete page 3. Brief Descriptions�t��'e-- �d�'M�L 4�S Class of Works (NOV/Remodel/Addition)... -_ :01IING INFORMATION Type of St Constructions ( � t, k;�M,,C_y (�Oe g • :on i ngv Proposed 1 oistrictl : -use s--------------------- Estimated Value •____-_- .xceptions or Materialas_w b 4_� arlances Granteds............... - -- - Solid or --------------------------- - Filled --------- ----t �� e. Qsound s- 9 ^ _Root OWNER INFORMATION hethod of Meetings_ Le _ Property Owners Y _ _,�,L �_ r� �- Z q b J� ff Phones ----- ---------- -------------- l Moiling W � -z- "v �q V ►�� Address---------------------�-��-------- ------ - -• Zips_ A --- - -------- ------ _----�---_-�_�- CONTRACTOR INFORMATION Contractors Mailing �j Z p �0� _ O�N r- S - - Addrepas---�----------- ' - ------ G l� J 1 i l e_ ----- zip:--- Expiration ip=Expiration License Numbers_--C �t, _ - S----------------- Dates I WEREsY CERTIry TWAT 2 HAVE READ AND EXARTREO THIN APPLICATION AND KNOW THE SAME TO et TRUE AND CONRCCT. ALL ►ROVItIONa 0r THE LAMP AND ORDINANCES OOVERNINO THIS TYPE Or WORK. WILL rE ?��1 CON►LIED WITH, WHtTNty sprci/IED MtRtsM OR NOT. TN[ ONANTINO Or A PERMIT DOES NOT PP[=J•E T'I ? •� DIV[ AUTHORITY TO VIOLAT[ ON CANCEL THC PROVISIONS Or ANY FEDCRAL. STATC OR LOCAL E�:L.-• ) .• r �, RCOULATIONS. ONOINARCta. OR LAWS INA ANNER. INCLUDING TN[ OOVERNINO OP CONSTRUCTION O!► T"I ►tRFO11WANCt OF CONSTRUCTION 01 TI OI[ T. UNDC*STANO THAT THE ISSUAMCC Or THIS PERMIT I.' "v y�.►.y� CONTINOtNT U10M Tlfs ABOV[ TMPORWA ON BEANO T U AND CORIKCT AND THAT THC PLANS AND SUPPORTING DATA NAV[ BEEN OR SHALL At PROVi A! OuIR D. ti �s { OWner Signature -- - --- - -------Date_ Date__Contractor Signature____ __ _ ___ __ CITY OF ATLANTIC BEACH Fixture Unit Worksheet for Water Impact Fee FIXTURE UNITS ARE ESTABLISHED AS THE MEASUREMENT OF WATER DEMAND FOR EACH WATER FIXTURE UNIT INSTALLED AND CONNECTED TO THE CITY WATER SYSTEM. THE WATER SUPPLY CHARGE IS HEREBY FIXED AT TWENTY DOLLARS PER FIXTURE UNIT CONNECTED TO THE CITY WATER SYSTEM. 2` BATHROOM GROUP CONSISTING OF SERVICE SINK TRAP STAND WATER CLOSET, LAVATORY & BATH (8) ( 2--TUB OR SHOWER STALL (6) ( WATER CLOSET WATER CLOSET, TANK OPERATED (4)L/ 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) Z COMBINATION SINK AND TRAY (3) WASHING MACHINE (3) / POT, SCULLERY SINK (4) DISHWASHER (2) Z-- WASH SINK EACH SET OF FAUCETS (2) KITCHEN SINK (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) r �_ LAVATORY, BARBER/BEAUTY i ICE MAKER (1/2) ' SHOP (2) SURGEONS SINK (3) LAVATORY, SURGEONS (2) JACUZZI (2) URINAL STALL, WASHOUT (4) TOTAL FIXTURE UNITS �`o- @ $20.00 EACH �3(0 , JOB INFORMATION 6 i I i FLOODP"XU DBVELOPMa1T INFORMATION Type of Developwentt ��(V/}v r—rrr�rrr—rPr—�.rr—r—rrrrrr--r—raw—rr.---rr Flood Zones r ..........rr........r....r......r Required Lowest Floor If building is located witbin a flood hazard zone, a survey suet be wade AFTER THE SLAB NAS BM POUREp, certifying that the LOWEST FLOOR ELEVATXON is equal to or above the base flood elevation established dor that sono. no final inspection will be made and no oert"icate of occupancy will be issued until the survey to on iftle with the Building Department. COMME s t Applicant Acknowledgements t understand that the issuance of this permit is contingent upon the above information being correct and that the plans and supporting data have been or shall be provided as required. S spree to comply with all applicable provisions of Ordinance 11e. 23-7-11 d a 1 other...- laws or ordinances affecting the proposed devel t Date 2'-�,�6�__Applicant•s Signatur y .i ———————-—————-—-———------——————---————---—-P-——————- Department Use required Lowest Floor Blevation _ --------r- As Ruilt Lowest Floor Elevatiofn _--------------- Survey -r_-- -____Survey Filed with Building Department _-- r �...�.—rya r rr..rrrr.r�.rrrrrrr. wirrrrr.orr Building Department Representative page 3 r > ! i , ........_ .....____ , , LUC �. r _, ._ ,. ;_ >; ;, �. _ � . , ; < . _ , , _ �� < :. __, �- ,_,_ . , ;. ,._ r , . . ._ , , ,� f � ; , i . . � . � , , , ,_ i - . 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I , Awl WILny CIO jA r 11; IY;Pa LOIN ,r,.. Y n nno W , i 2 ' Z-- �. , nth WDfW OF 1 � I 1 71 Py MMEP 77. n �m r .-.,, ,: "1 1 I , :' r Hn �IUL r d ,�i�.. � � ._ __ �J' i, �- j ,- � �; ,�, , ; � it _,. m� � _ .. � _: 1. ..� I �.., _ � _ � � ,-1-. 15 11 � a LL 4 8" 4'4" FT n 8" m x � LL v 15'2-3/4" FTG/r T15 Lo 15'2-3/4" FT 4'2" FTG (o 5 4"f FT 17'8" FT N cr T14 CD 17'B' FTG to Q - LI-ni-D 15'8" FT EEL 21 4 G 5-1/4" X 16' PARALAM Do 1 A 0 Cu 2 T4--► 3-1/2" X 18' PARALAM T1 .......n T3 JOB: CENTEX HOMES LOC: LOT 133-2 SELVA LINKSIDE 37 ' 7 " DESIGNER: OLD 15 4 4'B" T11 T16 t0 T10 T9 Q O tr? T8 T7 T2 T1 Z' 10 4 11 5 JM C%37078 Centex Homes Ine CENTEX LOT 133 LOC. LOT 133-2 SELVA LINKSIDE DESIGNER: OLD Beam uesign Length: 21 ' -0" E- 5-"xl'8" 2.0E Parallam Beam Actual length is longer. Dimensions are to center of the required supports. A9 ' -0" 2 ' -0" 10 '-0" * * PSF LOADING *** (used to breakdown live and dead load) Roof Loading: 20 Live + 17 Dead = 37 PSF Total with LDF = 1 .25 Floor Loading: 40 Live + 15 Dead = 55 PSF Total with LDF = 1.00 *** DISTRIBUTED LOADS ** Beam weight of 19. 7 PLF is added to loads shown. RANGE LOADING LOAD TYPE 2 to 4 175 PLF Floor Total ( live+dead) *** POINT LOADS *** (+ is downward) LOCATION LOAD (lbs) LOAD TYPE Point 3 1503 Roof Total (live+dead) 3 full Design Conditions (DC) & 1 live load deflection DC (0) is checked *** ACTIONS, DEFLECTIONS and ALLOWABLES *** Crit . Value DC Location Allowable Basis $Allow. Moment: _ _ _15206 ft-lbs 1 at 3 54579 ft-lbs 1 .25 28% Shear: - ig3o lbs 2 at 4 4t)1$ lbs 1 .00 48% Def. Live: 0. 20" 0 at 3 0.70" L/360 28% Def. Total : 0. 34" 1 at 3 1 .05" L/240 32% *** BEAM SUPPORTS *** Support Location: Point 1 Point 4 Max . Reaction ( lbs) : 1522 2494 DC of Max. Reaction: 1 1 Min. Bearing Length: 1 . 5" 1 .5" 1 . Analysis is based on dry service conditions (maximum moisture content 19%) . 2 . Analysis assumes lateral support of the compression edge at intervals of 24" or less. 3 . Minimum bearing lengths are based on the allowable bearing for Parallam PSL (750 psi ) over the full thickness of the beam. Longer bearing lengths may be required by the supporting material . 4. All dimensions shall be confirmed by contractor. Installation is by others. For guidelines see Parallam PSL Installation Guide. 5. This output has not been reviewed by Trus Joist MacMillan engineering. 02-07-1994 Ver: 1 .6 by: Mark H. Rose - S010D at TRUS JOIST MACMILLAN (o �ao t 1.11 JOB NAME: CENTEX HOMES - PLAN #3707 A & B BEAM LABEL: FLOOR BEAM PO#6 Beam Design Length: 15 ' -8" 3.5"x18" 2.0E Parallam Beam Actual length is longer. Dimensions are to center of the required supports. n 11 ' -4" 4 '-4" A *** PSF LOADING *** (used to breakdown live and dead load) Roof Loading: 30 Live + 17 Dead = 47 PSF Total with LDF = 1 . 33 Floor Loading: 40 Live + 15 Dead = 55 PSF Total with LDF = 1.00 *** DISTRIBUTED LOADS *** Beam weight of 19.7 PLF is added to loads shown. RANGE LOADING LOAD TYPE (loads shown are additive) 1 to 2 440 PLF Floor Total ( live+dead) 1 to 3 60 PLF Wall Weight 1 to 3 330 PLF Roof Live 1 to 3 210 PLF Roof Dead *** POINT LOADS *** (+ is downward) LOCATION LOAD (lbs) LOAD TYPE Point 2 800 Floor Live Point 2 300 Floor Dead 3 full Design Conditions (DC) & 1 live load deflection DC (0) is checked *** ACTIONS, DEFLECTIONS and ALLOWABLES *** Crit. Value DC Location Allowable Basis %Allow. Moment: 32830 ft-lbs 1 3 ' -6" left of 2 58072 ft-lbs 1 .33 57% Shear: 8341 lbs 1 at 1 16199 lbs 1 .33 51% Def. Live: 0.30" 0 3 ' -6" left of 2 0. 52" L/360 57% Def. Total : 0.48" 1 3 '-6" left of 2 0.78" L/240 62% *** BEAM SUPPORTS *** Support Location: Point 1 Point 3 Max. Reaction (lbs) : 8341 7454 DC of Max. Reaction: 1 1 Min. Bearing Length: 3.2" 2.8" 1 . Analysis is based on dry service conditions (maximum moisture content 19%) . 2. Analysis assumes lateral support of the compression edge at intervals of 24" or less. 3. Minimum bearing lengths are based on the allowable bearing for Parallam PSL (750 psi ) over the full thickness of the beam. Longer bearing lengths may be required by the supporting material . 4. All dimensions shall be confirmed by contractor. Installation is by others. For guidelines see Parallam PSL Installation Guide. 5. This output has not been reviewed by Trus Joist MacMillan engineering. 08-05-1993 Ver: 1 .6 by: Mark H. Rose - S010D at TRUS JOIST MACMILLAN JOB NAME: CENTEX HOMES - PLAN ##3707 A & B BEAM LABEL: GARAGE DOOR HEADER PO##22 Beam Design Length: 16'-6" 5.25"x16" 2.0E Parallam Beam Actual length is longer. Dimensions are to center of the required supports. A3'-8" 1 '-0" 1 '-0" 1 '-4" 5 '-8" 3 '-10" A *** PSF LOADING *** (used to breakdown live and dead load) Roof Loading: 30 Live + 17 Dead = 47 PSF Total with LDF = 1 .33 Floor Loading: 40 Live + 15 Dead = 55 PSF Total with LDF = 1 .00 *** DISTRIBUTED LOADS ** Beam weight of 26.2 PLF is added to loads shown. RANGE LOADING LOAD TYPE (loads shown are additive) 1 to 2 160 PLF Roof Total ( live+dead) 4 to 7 660 PLF Floor Total ( live+dead) 5 to 6 280 PLF Roof Total ( live+dead) 6 to 7 560 PLF Roof Total ( live+dead) 4 to 6 70 PLF Wall Weight *** POINT LOADS *** (+ is downward) LOCATION LOAD (lbs) LOAD TYPE Point 2 835 Roof Total ( live+dead) Point 6 1730 Roof Total ( live+dead) Point 3 1800 Floor Total ( live+dead) Point 4 1560 Floor Total ( live+dead) 3 full Design Conditions (DC) & 1 live load deflection DC (0) is checked *** ACTIONS, DEFLECTIONS and ALLOWABLES *** Crit. Value DC Location Allowable Basis %Allow. Moment: 32772 ft-lbs 2 l ' -1" right of 5 52430 ft-lbs 1 .00 63% Shear: -10758 lbs 1 at 7 21599 lbs 1 .33 50% Def. Live: 0.40" 0 l ' -4" right of 5 0.55" L/360 73% Def. Total : 0.62" 1 1 ' -4" right of' S 0.82" L/240 75% *** BEAM SUPPORTS *** Support Location: Point 1 Point 7 Max. Reaction ( lbs) : 7560 10758 DC of Max. Reaction: 1 1 Min. Bearing Length: 1 .9" 2. 7" 1 . Analysis is based on dry service conditions (maximum moisture content 19%) . 2 . Analysis assumes lateral support of the compression edge at intervals of 24" or less. 3. Minimum bearing lengths are based on the allowable bearing for Parallam PSL (750 psi ) over the full thickness of the beam. Longer bearing lengths may be required by the supporting material . 4. All dimensions shall be confirmed by contractor. Installation is by others. For guidelines see Parallam PSL Installation Guide. 3. This output has not been reviewed by Trus Joist MacMillan engineering. 08-06-1993 Ver: 1.6 by: Mark H. Rose - S010D at TRUS JOIST MACMILLAN TRUSS SPECIFICATIONS FOR CENTEX HOMES LOT 133-2 SLV LNKSD CX3707B The numbers listed below are 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 21H-23, for each component design only. DRAWING NUMBER DATE DRAWING NUMBER DATE USR732 94039501 02-08-1994 17932 10of12 07-21-1993 USR732 94039502 02-08-1994 17932 11of12 07-21-1993 USR732 94039503 02-08-1994 17932 12of12 07-21-1993 USR732 94039504 02-08-1994=1 USR732 94039505 02-08-1994 USR732 94039506 02-08-1994 USR732 94039507 02-08-1994 I USR732 94039508 02-08-1994 USR732 94039509 02-08-1994 USR732 94039510 02-08-1994 USR732 94039511 02-08-1994 1 USR732 94039512 02-08-1994 USR732 94039513 02-08-1994 USR732 94039514 02-11-1994 I USR732 94039515 02-08-1994 111111N/11f//�y USR732 94039516 02-08-1994 �' ► �D R�• j��i 1 17932 1of12 07-21-1993 1 v.'' �Ff •��/�� 17932 2of 12 07-21-1993 17932 3of12 07-21-1993 17932 4of12 07-21-1993 17932 Sof12 07-21-1993 7� 2 SLV LNK 17932 6of12 07-21-1993 1 ,.•,••Ofll(�,:' . 17932 7of12 07-21-1993 17932 8of12 07-21-1993 Z _N" 17932 9012 07-21-1993 1 1 19% True Truss (Job: CX37078--CENTEX HOMES CENTEX LOT 133-2 SLV LNKSD) / T2 11COMMON THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 6 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) : 200 200 WEBS 2x4 SP #3 BRG.LOC (FT) : 0.00 10.71 TRUSS DESIGNED FOR 100.00 MPH WINO, 15.00 FT ABOVE GROUND D WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) . v TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. ENCLOSED BUILDING (1991 SBC) . REACTIONS BASED ON (MWFRS) . w N A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. U3 0 w to Ln 0 N C4X4 .-1 6 C7 m T C2X4 (A1) C2X4 (A1) 4'3 _a— C2X4 L 1 -4- 5-6-0 _j_ 5-6-0 OVER 2 SUPPORTS R=490# W=3"8 R=400# W=3"8 PLT. TYP.- CLARY-V2 N CRTT TPI F - - Rev 17. 1i SCALE = 0.5000 **IMPORTANT** CLARY DIVISION OF ALPINE WARNING REQUIRE EXTREME CARE TC LL 20 ,0 PSF REF 8732--61776 SHALL NOT BE RESPONSIBLE FOR IN HANDLING. ERECTION AND o"c :.vision ARY DEVIATION FROM THISDESIGNOR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN TC OL 7 .0 PSF DATE 02/08/94 FAILURE TO BUILD THE TRUSS INCONFORMANCE WITH OSTSB BY 7PI FOR ADDITIONAL SPECIAL PERMANENT BRACING RE CLARY CONNECTORS ARE MADE OF 20GA GALV STEEL MEETING ASTM OUIREMENTSUNLESS OTHERWISE INDICATED. TOP BC OL 1.0 .0 PSF DRW USR732 94039502 of Alain* A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHOPO SHALL BE LATERALLY BRACED WITH PROPER Enp.netnt0 Proo—.. In[ TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LL 0 . 0 PSF BY: OLD/kr- �-N CONNECTORS PER DRAWINGS 130, 150 C 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE T 0 T.L 0. 37 . 0 PS F 1601 S. Great SOUthwe St Pkwy. CONFORM M/APPLICABLE PROVISIONS OF NOS 6 TPI. AN ENGINEER'S TECHNICAL UPDATE (7/1/911 FOR SUGGESTED Grand Pr e. TX 75051 SEAL ON THIS CRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS DUR.FAC. 1 .25 1214) 660-3940 IN CNLY. ANO SHALL NOT BE RELIED UPON IN ANY GTHEP WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. PLATE INSTITUTE. NOS - 1991 NATIONAL GESIGN 5 �:F?CA7ION FCP N000 CONST RL'C TION SPACING 2 4 0" True Truss (Job: CX37078--CENTEX HOMES CENTEX LOT 133-2 SLV LNKSO) / T3 9'10" MONO HIP 1!HES DWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MOR. TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP #2 N UPLIFT (LB) : 200 200 c WEBS 2x4 SP #3 BRG.LOC (FT) : 0.00 9.54 In TRUSS DESIGNED FOR 100.00 MPH WIND. 15.00 FT ABOVE GROUND n WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) . v TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. ENCLOSED BUILDING (1991 SBC) . REACTIONS BASED ON (MWFRS) . w ro #1 HIP DESIGNED TO SUPPORT 05-00-00 JACKS AT LEFT END. SPECIAL CONNECTION OR HANGER REQ'D FOR CONCENTRATED LOAD (S) . JACKS HAVE NO WEBS. a A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. o MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. w UI 0 w C5X5 (R) C2XAAA Fl4 T U c*1m 0 0 •+ 6 CV N �- C2X4 (Ai) 4"3 1 C2X4 1-246# It C3X4 9' 10" -� 5-0-0 _�_ 4-10-0__ 9, 10" --� OVER 2 SUPPORTS R=6441 W=3"B R=647# W=3"B PLT. TYP.- CLARY-V2 N CRIT TPI F - - Rev /17. 1 SCALE = 0.5000 **IMPORTANT** CLARY DIVISION OF ALPINE WARNINGTRUSSES REQUIRE EXTREME CARE TC LL 20 .0 PSF REF 8732--61777 SMALL NOT BE RESPONSIBLE FOP IN HANDLING. ERECTION AND �7 0Lc'Ojvj%jon AAY DEVIATION FROM THISDESIGNORTHESE SPECIFICATIONS. OR ANY BRACING. SEE MIB-91 BY TPI. SEE THIS DESIGN TC OL 7 .0 PSF DATE 02/0B/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH GSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE CLARY CONNECTORS ARE MADE OF 20GA GALV STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP BC OL 10 .0 PSF DRW USR732 94039503 o/ AID,_ A446 OR 8 EXCEPT AS NOTED, APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER "."a Product A. Inc TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD BC LL 0 .0 PSF By: OL Q+L F CONNECTORS PER DRAWINGS 130, 150 C ISOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE TOT.L O. 37 .0 PS F 1801 S. GfGeL $OU LTIMlSt Pkwy. CONFORM M/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S TECHNICAL UPDATE 17/1/911 FOP SUGGESTED 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 1 IN ONLY, AND SHALL NOT BE FELTED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CCNTPACTOR Y'- A--TPI - TRUSS PLATE INSTITUTE. NOS - 1991 NATIONAL GESIGN SPECIFICATION FOR WOOD CONSTPUCTION SPACING see a b o v e True Truss (Job: Cx37078--CENTEx HOMES CENTEX LOT 133-2 SLS LNKS0) / T4 7'4" MONO GIRDETHIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR, TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x6 SP #1 Dense UPLIFT (LB) : 200 540 c WEBS 2x4 SP #3 BRG.LOC (FT) : 0.00 7.04 N TRUSS DESIGNED FOR 100.00 MPH WIND. 15.00 FT A80VE GROUND D WITH DEAD LOAD OF 7.00 PSF (TDP) AND 10.00 PSF (BOTTOM) . v TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. ENCLOSED BUILDING (1991 SBC) . REACTIONS BASED ON (MWFRS) . w N THIS GIRDER DESIGNED TO SUPPORT 21-00-00 SPAN HIPSET SPECIAL CONNECTION OR HANGER REQ'D FOR CONCENTRATED LOAD (S) . WITH 05-00-00 SETBACK FRAMING TO BOTTOM CHORD FROM ONE SIDE. IO OPPOSITE SIDE SUPPORTS 00-00-00 JACKS. JACKS HAVE NO WEBS. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. o MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. w to Ul 0 C2X4 C4X6 6 p fn O Q C3X4 (A1) --r- 4"3 4"3 X 911# 63x5 7'4" C3X5 7-4" OVER 2 SUPPORTS R=579# W=3"B R=1503# W=3"B PLT. TYP.- CLARY-V2 N CRIT TPI F - Rev 17. 1i SCALE = 5000 **IMPORTANT** CLARY DIVISION OF ALPINE W A R N I N GTR'sBEs PEGUIRE EXTREME CARE TC LL 20 . 0 PSF REF A732--61778 SHALL NOT BE RESPONSIBLE FOR IN HANDLING, ERECTION AND oLcA.Yision ARY OEVIATION FROM THIS DESIGN ORTHESE SPECIFICATIONS. OR ANY BRACING SEE HIB-91 BY TPI. SEE THIS DESIGN TC OL 7 .0 PSF DATE 02/08/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH GSTB8 BY TPI FOR ADDITIONAL SPECIAL PERMANENT BRACING RE CLARY CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTH OUIREMENTSUNLESS OTHERWISE INDICATED. TOP BC OL 10 .0 PSF DRW USR732 94039504 of AID— A446 OR 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER 0 •O PSF Enpinee"es Prssucts. Inc TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD BC LL BY: OL O A.r- ci CONNECTORS PER DRAWINGS 130. 150 6 16OA-F, DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE TOT.L D. 37 .0 PSF 1801 S. Great SOU thweSt Pkwy. CONFORM W/APPLICABLE PROVISIONS OF NOS 6 TPI, AN ENGINEER'S TECHNICAL UPDATE (7/1/911 FOR SUGGESTED Grand Pralr le. TX 75051 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS D UR.FAC. 1 .25 1214) 660-3940 1 IN 2 Y. ANO SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. ;I . • TRUSS PLATE INSTITUTE. NOS - 1991 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION SPACING see a b o v e True Truss- (Job: CX3707B--CENTEX HOMES CENTEX LOT 133-2 SLV LNKSDI / T6 7' MONO GIADEA THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x6 SP s1 Dense UPLIFT (LB) : 200 290 WEBS 2x4 SP #3 BRG.LOC (FT) : 0.00 6.71 Ln TRUSS DESIGNED FOR 100.00 MPH WIND, 15.00 FT ABOVE GROUND 7J WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) . v TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. ENCLOSED BUILDING (1991 SBC) . REACTIONS BASED ON (MWFRS) . w R] A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. THIS GIRDER DESIGNED TO CARRY 11-00-00 TRUSSES FRAMING TO MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. BOTTOM CHORD FROM ONE SIDE AND 02-00-00 FRAMING TC/BC SPLIT (a FROM OTHER SIDE. n 0 Ln 0 Ul c C3X6 6 C7 m 0 m C3X4 (A1) 1— 4'3 Lw CSX 7' C3X4 7, OVER 2 SUPPORTS R=859# W=3"8 R=787# W=3"8 PLT. TYP.- CLARY-V2 N CRIT TPT F - - Rev 17. 1i SCALE 0 .5000 **IMPORTANT** CLARY OIVISION OF ALPINE WARNING''DBBES REQUIRE -EXTREME CARE TC LL 20 .0 PSF REF 8732--61779 SHALL NOT BE RESPONSIBLE FOR IN HANDLING, ERECTION AND OALIljvjsjo� ARY DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING SEE HIB-91 BY TPI. SEE THISOE SIGN TC OL 7 .0 PSF DATE 02/08/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH GSTBB BY TPI FOR ADDITIONAL SPECIAL PERMANENT BRACING RE CLARY CONNECTORS ARE MAOE OF 20CA GALV. STEEL MEETING AStM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP BC DL 10 .0 PSF ORW USR732 94039505 of Alpine A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CI4ORO SHALL BE LATERALLY SPACED WITH PROPER E"'—p-d P,,aoutts, Int POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LL 0 .0 0 PSF BY: OLD$ r' / TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, lma41/ CONNECTORS PER DRAWINGS 130. 150 C 160A-F. OES15M SIANOAROS WITH PROPERLY ATTACHED RIGID CEILING -- SEE TOT.L D. 37 .0 PSF tB01 S. Great SOUthWeSt Pk Wy. CONFORM W/APPLICABLE PROVISIONS OF NOS 6 TPI. AN ENGINEER'S TECHNICAL UPDATE 17/1/911 FOR SUGGESTED Grana Pratrle. TX 75051 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS D UR.FAC. 1 .25 (214) 660-3940 1 IN ONLY, ANO SHALL NOT BE PELIED UPON IN ANY OTHER MAV. DESIGN TO THE TRUSS EPECTICN OCNTRACTOR. --TPI - TRUSS PLATE i\STITUTE. NOS • 1391 NATIONAL CFi:GN CPE^IFIGATION :OR WCOO CONS—CTION SPACING see a b o v e True Trus's (Job: CX37078--CENTER HOMES CENTEX LOT 133-2 SLV LNKSO) / T7 21'4" HIP 7'SB THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED By TRUSS MFR. TOP .CHORD 2x4 SP #2 Dense : T2 2x4 SP i2 N: ***LOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATOR*** BOT CHORD 2x6 SP #1 Dense WEBS 2x4 SP #3 PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. cn UPLIFT (LB) : 200 200 p BRG.LOC (FT) : 0.00 21 .04 TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. TRUSS DESIGNED FOR 100.00 MPH WIND. 15.00 FT ABOVE GROUND w WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) . ti #1 HIP DESIGNED TO SUPPORT 07-00-00 JACKS WITH NO WEBS. ENCLOSED BUILDING (1991 SBC) . REACTIONS BASED ON (MWFRS) . A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. n MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. SPECIAL CONNECTION OR HANGER REQ'D FOR CONCENTRATED LOAO (S) . o w to Ln 0 rn T C5X12 C2X4 T2 X12 m O 6 C7 a-A m C4X8 (B3) C4XB (83) LU Em C8XEJ C3X5 500# �- 21 '4" 7-0-0 7-4-0 1 7-0-0 21 '4" OVER 2 SUPPORTS R=2090# W-3"8 R=2065# W=3"8 PLT. TYP.- CLARY-V2 N CRIT TPI F - - Rev 17. 1 ' SCALE = 0.2500 **IMPORTANT** CLARY DIVISION OF ALPINEWARNING'RDSSES PEOUIRE EXTREME CARE TC LL 20 .0 PSF REF 8732--61780 SHALL NOT 0E RESPONSIBLE FOR IN HANDLING. ERECTION AND C A R Y DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIS-91 BY TPI. SEE THIS DESIGN TC OL 7 .0 PSF DATE 02/OB/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST88 BY TPI FOR ADDITIONAL SPECIAL PERMANENT BRACING RE CLARY CONNECTORS ARE MADE OF 20GA GALV STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP BC DL 10 .0 PSF DRW USR732 94039506 L oA O1vTslon of AiP1neA4A6 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER Emg,-.—P-dP l,. I_ TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. 90TION CHORD BC LL 0 .0 PSF BY: O L D,2. r CONNECTORS PER DRAWINGS 130. 150 C 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE LDUR.FAC T.L D. 37 .0 180E S. Great SOUtIIMest Pkwy. CONFORM M/APPLICABLE PROVISIONS OF NOS 6 TPI. AN ENGINEEP'S TECHNICAL UPDATE 17/1/911 FOR SUGGESTED Grand Prafrfe. TX 75051 SEAL ON THIS CRANING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS . 1 .25(214) 660-3940 IN ONLY. AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR.•--TPIPLATE INSTITUTE. NOS - 1991 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTP„CT;ON A I N See a b n v e True 'Truss -woo: Cx37078--CENTER HOMES CENTEX LOT 133-2 SLV LNKSO) / T8 21'4" HIP 9'S8 THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP #2 N UPLIFT (L B) : 280 280 c .WEBS 2x4 SP #3 BRG.LOC (FT) : 0.00 21.04 TRUSS DESIGNED FOR 100.00 MPH WINO. 15.00 FT ABOVE GROUND m WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) . .I TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. ENCLOSED BUILDING (1991 SBC) . REACTIONS BASED ON (MWFRS) . w fU A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" D.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. ID a o w ID Ln 0 v C5X5 (R) C5X5 (R) T It m C2X4 D�;C2X4 O 6 p Q C3X4 (A1) C3X4 (Ai) a''3 C5X C3X8 21 '4° 9-0-0 _1_ 3-4-0 9-0-0 I �� - 21 '4" OVER 2 SUPPORTS R=865# W=3"8 R=865# W=3"8 PLT. TYP. - CLARY-V2 P F - Rev 17. 1SCALE = 0.2500 **IMPORTANT** CLARY DIVISION OF ALPINE WARN INGIRU" REOUIPE EXTREME CARE TC LL 20 .0 PSF REF A732--61781 SHALL NOT BE RESPONSIBLE FCP IN HANDLING, ERECTION AND �+ CL A R Y DEVIATION FROM THIS DESIGN 00 THESE SPECIFICATIONS, OR ANY BRACING. SEE HIS-91 B♦ IPI. SEE THIS DESIGN TC OL 7 .0 PSF DATE 02108194 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY 7PI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE CLARY CONNECTORS ARE MADE OF 20GA GALV STEEL MEETING ASI. DUIREMENTS. UNLESS OTHERWISE INDICATED, TBP BC OL 10 .0 PSF ORW USR732 94039807 A OT Y 1s1cn of Alvin. AA46 GR 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE CF CHORD SHALL BE LATERALLY BRACED WITH FPOPER ,A/ Enp Tn —a-.0.It.. INF TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LL 0 .0 PSF BY: OLD/L(, CONNECTORS PER DRAWINGS 130, 160 C ISOA-F, DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE T 0 T.L 0. 37 .0 P S F 1801 S. Great Southwest Pkwy. CONFORM M/APPLICABLE PROVISIONS OF NOS 6 IPI. AN ENGINEER'S TECHNICAL UPDATE (1/1/911 FJP SUCGEStEO Grano Prairie. TX 76061 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS OUR.FAC. 1 • 2 FJ 1214) 660-3940 1N ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. •--TPI - TRUSS PLATE INSTITUTE. NOS - 1991 NATIONAL CESIGN SPECIFICATION FOR WOOD CONSTRUC IION SPACING 24.0" True Truss (Jo O: CX3707B--CENTEX HOMES CENTEX LOT 133-2 SLV LNKSO) / T9 21 4" COMMONS THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR, TUP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP f2 N UPLIFT (LB) : 280 280 WEBS 2x4 SP N3 BRG.LOC (FT) : 0.00 21.04 TRUSS DESIGNED FOR 100.00 MPH WIND, 15.00 FT ABOVE GROUND 33 WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) . v TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. ENCLOSED BUILDING (1991 SBC) . REACTIONS BASED ON (MWFRS) . w ti A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. n 0 w LD to 0 m C4X4 m C2X4 C2X4 co 6 p In C3X4 (A1) C3X4 (A1) 4 3 X 21 '4" �Y 10-6-0 1 10-8-0 r 21 '4" OVER 2 SUPPORTS R=865# W=3"8 R=8651 W=3"8 PLT. TYP.- CLARY-V2 N CRIT TPI F - Rev 17. 1i SCALE = 0.2500 **IMPORTANT** CLARY DIVISION OF ALPINEWARNINGTRU65ES REQUIRE EXTREME CARE TC LL 20 .0 PSF REF 8732--61782 SHALL NOT BE RESPONSIBLE FOR IN HANDLING, ERECTION AND c`-c-Divioian AAY DEVIATION FROM THIS DESIGN ORTHESE SPECIFICATIONS, OR ANY BRACING. SEE HIO-91 BY TPI. SEE THIS DESIGN TC OL /-7 .0 PSF DATE 02/08/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH GST88 BY TPI FOR ADDITIONAL SPECIAL PERMANENT BRACING RE CLARY CONNECTORS ARE MADE OF 20GA DALY. STEEL MEETING ASTM GUIREMENTS. UNLESS OTHERWISE INDICATED. TOP BC OL 10 .0 PSF DRW USA732 94039508 of n7A1PSne A446 OR 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER 0 0 PSF BY: DL D�(,l% Eineef0.Produce•, I•c TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LL CONNECTORS PER DRAWINGS 130. 150 C 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE T 0 T.L D. 37 .0 PS F 1801 S. Great Southwest Pkwy. CONFORM W/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S TECHNICAL UPDATE 17/1/911 FOR SUGGESTEDN7�` 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 I) `• 12141 630-3940 IN ONLY, ANO SMALL NOT ._RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CCNTHACTOR. e--TPI TRCSS PLATE INSTITUTE. NOS - 1991 NATIONAL DESIGN SPECIFICATION FCP WOOD CONSTRUCTION [SPACING--- 24 .0' True Truss (Job: CX37078--CENTEX HOMES CENTEX LOT 133-2 SLY LNKSO) / T10 21'4" TRAY THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS S DIMENSIONS) SUBMITTED BY TRUSS MFR. TDP 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 21.04 cn TRUSS DESIGNED FOR 100.00 MPH WIND, 15.00 FT ABOVE GROUND D WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) . v TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. ENCLOSED BUILDING (1991 SBC) . REACTIONS BASED ON (MWFRS) . W SEE DRAWING A115/R ANO/OR 884, 080 FOR FILLER DETAIL. ALL PLATES ARE C2X4 EXCEPT AS NOTED. ru LO A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" D.C. a MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. o w LO 0 C6X6 m Go 6 p U7 C3X6 (AS) 1 y4.4 r ry.1 3X6 (AS) .D 3 C6X6 �- 21 '4" 10-8-0 1 10-8-0 5-8-8 9-11-0 5-8-8 m �• 15'4"8 5'8" -� 21 '4 OVER 2 SUPPORTS R=865# W=3"8 R=865# W=3"8 PLT. TYP. - CLARY-V2 N CRIT TPI F - - Rev 17. 1i SCALE = 0.2500 **IMPORTANT** CLARY DIVISION OF ALPINE WARNINGTPUSSES REGUIPE EXTPEME CARE TC LL 20 .0 PSF REF 8732--61783 SHALL NOT BE PESPONS IBLE FOP IN HANDLING. EPECTION AND ARY DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS 0-c SIGN TC DL 7 .0 PSF DATE 02/08/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH GST68 BY TPI FOR ADDITIONAL SPECIAL PERMANENT SPACING PE CLARY CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP BC DL 10 .0 PSF DRW USR732 94039509 CLA. iv le ian of AlP the A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER EnOineere9 Pro9ucts, Ine TRUSS AND UNLESS OTHERWISE LOCATED CN THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD BC LL 0 .0 PSF BY: OL 0 A-L[� CONNECTORS PER DRAWINGS 130. 150 6 16OA-F. DESIGN STANDARDS WITH PROPEPLY ATTACHED RIGID CEILING -- SEE TOT.L D. 37 .0 PSF 1001 S. Great $OUGhWlSt Pkwy. CONFORM W/APPLICABLE PROVISIONS OF NOS 6 TPI. AN ENGINEER'S TECHNICAL UPDATE (7/1/91) FOR SUGGESTED Grand Prairle, TX 75051 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS DUR.FAC. 1 .25 12141 660-3940 IN ONLY. ANO SHALL NOT SE PELIEO UPON IN ANY OTHER MAY. DESIGN TO THE TRUSS ERECTION CCHTPACTOR. /� --iP[ • TRUa6 PLATE INSTITUTE. NOS • 1')91 NAfIONAI, DESIGN YPFCIFTCAIION FOR 91000 CON91P.I1C T;ONSPACING 24.0„ True Truss (JOC: CX37070--CENTEX HOMES CENTEX LOT 133-2 SLV LNKSDI / T11 15'B" ST. TRAYEHIS CWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR, TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP 02 N UPLIFT (LB) : 230 240 c WEBS 2x4 SP N3 BRG.LOC (FT) : 0.00 15.38 In TRUSS DESIGNED FOR 100.00 MPH WINO. 15.00 FT ABOVE GROUND WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) v TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. ENCLOSED BUILDING (1991 SBC) . REACTIONS BASED ON (MWFRS) w fV A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. (0 0 U) (O Ln 0 C4X4 c*� C3X5 C3X6 Co � 6 C7 1'9"15 C4X8 - . + C2X6 (A1) 1 44 1'4'4 3 a 3 C2v C5X5 L� e 10-8-0 _i_ 5-0-0 ^� ff 5-8-8 r 9-11-8 �- 15'8" OVER 2 SUPPORTS R-667# W=3"8 R=643# W=3"8 PLT. TYP.- CLARY-V2 N CPIT TPI F - - Rev 17. 1i SCALE = 0.3750 **IMPORTANT** CLARY DIVISION GF ALPINE WARN I N GTRLSSES REQUIRE EXTREME CARE TC LL 20 .0 PSF REF P732--61784 SHALL NOT BE RESPONSIBLE FOR IN HANDLING, ERECTION AND C L A R Y DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI SEE THIS DESIGN TC OL 7.0 PSF DATE 02/08/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE MIT.OST08 B• TPI FOR ADDITIONAL SPECIAL PERMANENT BRACING RE CLARY CONNECTORS ARE MADE OF 20GA GALV STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP 8C OL 10. 0 PSF DRW USR732 94039510 A OirlelPn C1 AlPin! A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER E'O Tneere!Prod, 'e. In' TRUSS AND 'UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LL 0 .0 PSF BY: OLD r CONNECTORS PER DRAWINGS 130. 150 C 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE IRDS S. Great SOUthwest Pkwy. CONFORM M/APPLICABLE PROVISIONS OF NDS 6 TPI. AN ENGINEER'S TECHNICAL UPDATE 17/1/91) FOP SUCGESTED TOT.L D. 37.0 PSF Grand Prdlrle. TX 75051 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS (214) 660-3940 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CCNTRACTOR, OUR.FAC. 1 .25 --TPI - TRUSS PLATE INSTITUTE. NGS - 1991 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTPUCTION SPACING 24 0" True Truss (Job: Cx37078--CENTEX HOMES CENTEX LOT 133-2 SLV LNKSO) / T14 16' VAULTS THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED 8Y TRUSS MFR, TOP CHORD 2x4 SP *2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP *2 N UPLIFT (LB) : 370 300 c WEBS 2x4 SP #3 BRG.LOC (FT) : 0.00 16.00 En TRUSS DESIGNED FOR 100.00 MPH WIND. 15.00 FT ABOVE GROUND 33 WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) . v TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. ENCLOSED BUILDING (1991 SBC) . REACTIONS BASED ON (MWFRS) . w N A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. U3 n 0 w to Ln C4X4 C3X5 X4 C3X4 C06 v 6 F,- C3X4 LO C2X4 r` C3X4 a 4.5 C3X8 (Ai) 3 16-0-0 0- 8 ��- 16'3"8 --{ OVER 2 SUPPORTS R=6831 W=3"8 R=576# W=3"8 PLT . TYP.- CLARY-V2 N CRIT TPI F - - Rev 17. 1i SCALE = 0 ,2500 **IMPORTANT** CLARY DIVISION OF ALPINE WARNINGTPUSSES REQUIRE EXTREME CARE TC LL 20 .0 PSF REF 8732--61785 SHALL NOT BE RESPONSIBLE FOR [N HANDLING. EgECTION AND CLARY R Y DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING SEE HIB-91 BY TPI. SEE THIS DESIGN TC O L 7 .0 PSF DATE 0 2�0 8�9 4 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTB8 BY TPI FOR ADDITIONAL SPECIAL PERMANENT BRACING RE CLARY CONNECTORS ARE MADE OF 20GA GALV STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP BC DL 10 .0 PSF DRW USR732 94039511 L 1 A 01YI"ian Of A101 A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY SPACE^u WITH PROPER Enp,nOdrea Praauct A. Inc TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LL 0 .0 PSF BY: OLD At r-6-- CONNECTORS CONNECTORS PER DRAWINGS 130. 150 6 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE TOT.L D. 37.0 PSF 1801 S. Great Soutftwest Pkwy. COWORM N/APPLICABLE PROVISIONS OF NDS 6 TPI. AN ENGINEER'S TECHNICAL UPDATE 17/1/911 FCR SUGGESTED Grana Prdlrle. TX 75051 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATICN, FURNISH A COPY OF THIS DUR.FAC. 1 .25 _f♦J (214) 660-3940 IN ONLY. AND SHALL NO7 BE RELIED UPON IN ANY OTHER WAY I DESIGN TO THE TRUSS ERECTION :CNTRACTDR. - --TPI PLATE INSTITUTE. NCS - 13`31 NATIONAL DESIGN 5?Erlerl,ATI0N FCR MCCD GCVS'%LC'ICN SPACING 24.0„ True Truss- (Job: CX37078--CENTEX HOMES CENTEX LOT 133-2 SLV LNKSO) / T15 11'3"8 VAULTS THIS DWG. PREPARED FROM COMPUTER INPUT (LOAOS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N WARNING! RErCTION REQUIRES WIDER BEARING OR SPECIAL CONNECTION. BOT CHORD 2x4 SP #2 N PROVIDE SQ.IN. BEARING AREA FOR 504.28# REACTION. c WEBS 2x4 SP #3 In PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. m UPLIFT (LB) : 300 200 v TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. BRG.LOC (FT) : 0.00 11.00 w TRUSS DESIGNED FOR 100.00 MPH WIND. 15.00 FT ABOVE GROUND ro A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) . MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. ENCLOSED BUILDING (1991 SBC) . REACTIONS BASED ON (MWFRS) . LO + SHIM SOLID 0 w to Ln IV C2X4 C3X6 v 6 p C4X6 Lo C2X4 to d 4.5 C2X4 (At) 4"3 �a_ ^ 11-0-0 0- 8 �- 11 '3"8 -� OVER 2 SUPPORTS R=504# W=3"8 R=399# W=3"8 PLT. TYP.- CLARY-V2 R TPI F - - Rev 17. 1i SCALE = 0.3750 **IMPORTANT** CLARY DIVISION OF ALPINE WARN ING`R'USSES RE"O" EXTREME CARE TC LL GO .0 PSF REF 8732--61786 C SHALL NOT BE RESPONSIBLE FOR IN HANDLING. ERECTION AND L A R Y NATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-91 BY TPI SEE THIS DESIGN TC OL 7.0 PSF DATE 02/08/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB Br TPI, FOR ADDITIONAL SPECIAL PERMANENT BRACING RE RY CONNECTORS ARE MADE OF 20GA GALV STEEL MEETING CLAW ASTM OUIPE.ENTS. UNLESS OTHERWISE INDICATED. TOP BC OL 10 . 0 PSF ORW USR732 94039512 A Oirfuon of AipfnA YK GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER Enp�nfenaP ProOuct+, Int TaUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD BC LL 0 .0 PSF BY: OLD i-I� LVpECTORS PER DRAWINGS 130, 150 C 16OA-F. DESIGN STANDARDS WITH FROPERLY ATTACHED RIGID CEILING -- SEE 1801S. Great Southwest Pkwy. COWORM M/APPLICABLE PROVISIONS OF NOS 6 TPI. AN ENGINEER'S TECHNICAL UPDATE 17/1/911 FOR SUGGESTED TOT.LD. 37 .6 PSF Grand Pratrle. TX 75051 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION FURNISH A COPY OF THIS (214) 660-3940 IM QNLY. ANO SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. OUR,FAC. 1 22 5 L. PLATE INSTITUTE. NOS " 1991 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION SPACING 24 0" True Truss (Job: Cx37078--CENTEx HOMES CENTEX LOT 133-2 SLV LNKSD) / T16 11' MONO VAULTEtIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 6 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 (L 8) : 200 230 WEBS 2x4 SP /3 BRG.LOC (FT) : 0.00 10.71 TRUSS DESIGNED FOR 100.00 MPH WIND, 18.18 FT ABOVE GROUND 13 WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) . v TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. ENCLOSED BUILDING (1991 SBC) . REACTIONS BASED ON (MWFRS) . w IV A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. ID 0 w In LIT w C4X4 T 1'11'15 C3X8 6 J X4' X 0 (V r" U) C2X6 (A 1) X4.5 ru 3_15 1 C4X5 (R) 6-10-13 1 3-9-11 0- 8 It ' _I OVER 2 SUPPORTS R=407# W=3"8 R=385# W=3"8 PLT . YP. - CLARY-V2 Rev 17. 1i SCALE - 0.3750 **IMPORTANT** CLARY DIVISION OF ALPINE WARN INGTRUSSES REQUIRE EXTREME CARE TC LL 20 .0 PSF REF R732--61787 SHALL NOT BE RESPONSIBLE FOR IN HANDLING. ERECTION AND CL A R Y DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY SPACING. SEE HIB-91 BY TPI SEE THIS DESIGN TC OL 7 .0 PSF DATE 02/08/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH GS790 BY TPI FOR ADDITIONAL SPECIAL PERMANENT BRACING RE CLARY CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP BC OL 10 . 0 PSF DRW USR732 94039513 A ITS slon of AID— A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER Enpt--d Prapucts. Ine TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LL 0 . 0 PSF 8Y: OLD/Z r- CONNECTORS PER DRAWINGS 130. 150 C 16OA-F, DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE 1801 S. Great SOUthWeSt Pkwy. CONFORM M/APPLICABLE PROVISIONS OF NDS 6 TPI. AN ENGINEER'S TECHNICAL UPDATE 17/1/911 FOR SUGGESTED TOT.L D. 37 .0 PSF _A Grano Pralrle, 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 (N ONLY, ANO SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. t' --TPI TRU$$ PLANE INSTITUTE. NOS - 1991 NATIONAL DEiIf-N SPECIFICATION FOR WOOD CON57R71C710% SPACING 24 0„ True TrueS (Job: CX37078--CENTEX HOMES CENTEX LOT 133-2 SLV LNKSO) / 5'0" FT THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED 8Y TRUSS MFR, TOP CHORD 4x2 SP #2 N CLEAR PANEL LENGTH = 02-06-00. TYP. ( a = ODD PANEL ) BOT .CHORO 4x2 SP #2 N c WEBS 4x2 SP #3 THIS TRUSS SPACED @ 24.00" O.C. IS DESIGNED TO SUPPORT w ADDITIONAL CONCENTRATED LOAD AT RIGHT END FROM 8.00' STUD a WALL (13.75 PSF) SUPPORTING 02-00-00 SPAN ROOF TRUSSES v WITH 01-00-00 OVERHANG. ROOF LOAD IS 20.00 PSF LIVE AND w SPECIAL CONNECTION OR HANGER REO'D FOR CONCENTRATED LOAD (S) . 17.00 PSF DEAD. Ri CONTRACTORS WARNING: NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. IT CANNOT BE USED THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS UPSIDE DOWN. TOP OF TRUSS MUST BE MARKED BY TRUSS FABRICATOR. n AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING o INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. w LD Ln rn qq ((q1 -�—2'6^ --� 386 XC3X)4 3X4 C2X4 (R) 7X tD U7 _L X4 –L 4'8" C X4 C3X 2 5' OVER 2 SUPPORTS R=289# W=3"8 R=647# W=3"8 PLT. TYP.- QLARY-V2 DESIGNCLARY—V CRIT TPI F - Rev 17. 1 ' SCALE _ 0.5000 **IMPORTANT** CLARY DIVISION OF ALPINE WARNINGTRL9SE5 REQUIRE EXTREME CARE TL. LL 40 .0 PSF REF 8732--61790 SMALL NOT BE RESPONSIBLE FOR IN HANDLING, ERECTION AND CLc..vl.ion ARY DEVIATION FROM THIS DESIGN ORTHESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN TC OL 10 .0 PSF DATE 02108/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH DSTSB BY TPI FCR ADDITIONAL SPECIAL PERMANENT BRACING RE CLARY CONNECTORS ARE MACE OF 20GA GALV STEEL MEETING ASTM GUIREMENTSUNLESS OTHERWISE INDICATED. TOP BC OL 5 .0 PSF DRW USR732 94039516 I A100e A446 OR 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER /+ 0 .0 PSF BY: SDS ,'I'--PI'PCMctA. Int IRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LL �• CONMECTOR9 PER DRAWING9 130. 190 C 160A-F. OE9IGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE TOT.L O. 55.0 PSF 1801 S. Great SOYthwoot Pkwy. CONFORM W/APPLICABLE PROVISIONS OF NOS G TPI. AN ENGINEER'S TECHNICAL UPDAIE 17/1/911 FDR SUGGESTED - Gra"d Prairie. TX 75051 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS DUR.FAC. 1 .00 (214) 660-3940 1 IN ONLY. AND SHALL NOT BE RELIED UPON IN ANY OTHER NAY, DESIGN TO THE TRUSS ERECTION CONTRACTOR. •--TPI .' TRUSS PLATE INSTITUTE. NOS a 1391 NATIONAL OESIGN SPECIFICATION FOR WOOD CONSTRUCTION SPACING see a b o v e True Truss (Job: CX37078--CENTEX HOMES CENTEX LOT 133-2 SLV LNKSO) / 16'8' FT THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 4x2 SP #2 N CLEAR PANEL LENGTH = 02-06-00, TYP. ( 0 = 000 PANEL ) BOT.CHORO 4x2 SP #2 N c WEBS 4x2 SP #3 THIS TRUSS SPACED @ 24.00" O.C. IS DESIGNED TO SUPPORT N ADDITIONAL CONCENTRATED LOAD AT RIGHT ENO FROM 8.00' STUD WALL (13.75 PSF) SUPPORTING 02-00-00 SPAN ROOF TRUSSES v (+) 2X6 #3 HEM-FIR OR BETTER CONTINUOUS STRONGBACK. ATTACH WITH 01-00-00 OVERHANG. ROOF LOAD IS 20.00 PSF LIVE AND w TO EACH TRUSS WITH 3-10d NAILS. STRONGBACK MATERIAL TO 17.00 PSF DEAD. ry BE SUPPLIED BY ERECTION CONTRACTOR. 10 NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. IT CANNOT BE USEDSPECIAL CONNECTION OR HANGER REO'O FOR CONCENTRATED LOAO (S) . n UPSIDE DOWN. TOP OF TRUSS MUST BE MARKED BY TRUSS FABRICATOR. o CONTRACTORS WARNING: w THIS TRUSS IS DESIGNED TO BEAR ANO/OR SUPPORT ADDITIONAL LOADS to AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. 1n —386# 7'4" L 2' ml 7.4,E _I C5X5 I– C2X4 (R) 4X X4 C3X4 C3Xl4 C3X.4 C X5. C5X12 tD cn + r, (;bXb C4X4 c Trx'4 X4 C 4X4 cX C9X12 16'4" Q C X6 C2X4 C3X4 16'8" OVER 2 SUPPORTS R=931# W=3"8 R=1289# W=3"8 PLT . TYP .- CLARY-V2 R TPI F - Rev 17. 1 ' SCAL0. 7 **IMPORTANT*)( CLARY DIVISION OF ALPINE WARNING TRUSSES REQUIRE EXTREME CARE TC LL 40 . 0 PSF REF A732--61789 SHALL NOT BE RESPONSIBLE FOR IN HANDLING. ERECTION AND n 0C.Lo ARY DEVIATION FROM THIS DESIGN ORTHESE SPECIFICATIONS, OR ANY BRACING SEE HIB-91 BY TPI. SEE THIS DESIGN TC OL 10 .0 PSF DATE 02/08/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH GSTBB BY TPI FOR ADDITIONAL SPECIAL PERMANENT BRACING RE CLARY CONNECTORS ARE MADE OF 20GA GALV STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP BC OL 5 .0 PSF DRW USR732 94039515 tvlatpn of Alpine A446 GR 9 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER 0 0 PSF BY. SDS x EeOT�terep Proauete, Nc TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LL fl CONNECTORS PER DRAWINGS 130. 150 C 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE TOT.L O. 55 . 0 PSF ,• 1801 S. Great SOUthweSt Pkwy. CONFORM W/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S TECHNICAL UPDATE 17/1/911 FOR SUGGESTED Grand Prafrle. TX 75031 SEAL ON THIS CRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS OUR.FAC. 1 .00 (214) 660-3940 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE 7aU39 ERECTION CONTRACTOR. --TpI - TRUSS PLATE INSTITUTE, NOS - 1991 NATIONAL CESIGN 3PECIFICATION FOR ;COD CONSTPUCT:ON SPACING see a b o v e Job: True Truss (CX37078--CENTEX HOMES CENTEX LOT 133-2 SLV LNKSO) / T17 16' FLAT GIRDERAIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. -4 TOP CHORD 2x6 SP !1 Dense 2 Complete Trusses Required X BOT CHORD 2x6 SP i1 Dense c WEBS 2x4 SP #3 In NAILING SCHEDULE: (Bd-bDxsai1S) n TOP CHORD: 1 ROW @ 4" O.C. v - BOT CHORD: 1 ROW @ 16" D.C. w Iu WEBS : 1 ROW @ 4" D.C. PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS to UPLIFT (LB): 829 1462 200 IN EACH ROW TO AVOID SPLITTING. BRG.LOC (FT): 0.00 12.00 15.71 TRUSS DESIGNED FOR 100.00 MPH WIND. 17.13 FT ABOVE GROUND WARNING! REACTION REQUIRES WIDER BEARING OR SPECIAL CONNECTION. w WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) . PROVIDE 1D.8SQ.IN. BEARING AREA FOR 7094.000 REACTION. to ENCLOSED BUILDING (1991 SBC) . REACTIONS BASED ON (MWFRS) . cn NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. IT CANNOT BE USED TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. .- UPSIDE DOWN. TOP OF TRUSS MUST BE MARKED BY TRUSS FABRICATOR. THIS GIRDER DESIGNED TO CARRY 37-00-00 TRUSSES FRAMING TO CONTRACTORS WARNING: TOP CHORD FROM ONE SIDE AND 02-00-00 FRAMING TC/BC SPLIT THIS TRUSS IS DESIGNED TO BEAR ANO/OR SUPPORT ADDITIONAL LOADS FROM OTHER SIDE. AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. C4X6 C3X4 C3X8 C2X4 C6x8 C3X4 � C m ., C4X8 C3X53X4 C3XI2X4 12' 4' 6X4 CBX8 C2 4 �- 16 OVER 3 SUPPORTS R=4020# W=3"8 R=7094# W=3"8 R=344# W=3"8 PLT. TYP.- CLARY-V2 DESIGN CRIT TPI FL/1/1/1/E/-/- Rev 17.2f SCALE 10181 750 **IMPORTANT** CLARY DIVISION OF ALPINE WARNING'--SES REOUIPE EXTREME CAPE TC LL 20.0 PSF REF 8732--61788 HALL NOT BE RESPONSIBLE FOR IN HANDLING. ERECTION AND S C L A R Y DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. DR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN TC OL 7.0 PSF DATE 02/11/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST88 BY TPI. FOP ADDITIONAL SPECIAL PERMANENT BRACING RE CLARY CONNECTORS ARE MADE OF 206A GALV. STEEL MEETING ASTM OUIPEMENTS. UNLESS OTHERWISE INDICATED. TOP BC DL 10.0 PSF ORW USR732 94039514 A O1+u�on of A1P1ne A446 OR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER BC LL 0 .O PSF BY: OLO r ERO�nANrM NN'oWNet", Inc TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD CONNECTORS PER DRAWINGS 130. 130 6 160A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE TOT.LD. 37.0 PSF 1801 S. Great Southwest PkwV. COHFGPM W/APPLICABLE PROVISIONS OF NOS L TPI. AN ENGINEER'S TECHNICAL UPDATE (7/1/911 FOR SUGGESTED '1 Grana 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 ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. "--TPI - TRUSS PLATE INSTITUTE. NOS - 1991 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION SPACING SEE ABO Y,t E 11 LUMBER SHALL BE OF THE SPECIFIED MINIMUM GRACES. 5) CONNECTOR PLATES SHALL BE INSTALLED SYMMETRICALLY ON 10) ALL TENSION CHORD MEMBERS ASSUMED TO BE CONTINUOUSLY 131 09' INDICATES LATERAL SPACING MEMBER 11x4 MIN 1 SPECIES. AND 19%MAXIMUM MOISTURE CCNtENT. OR SUCH THAT THE JOINT BRACED BY E1'HER 3/8' (MIN) PLYWOOD SHEATHING, 1/2' 141 INS TALLATICN AND ERECTION CF THE TRUSS, PERMANENT AND IS OF HIGHER ALLOWABLE STRESS VALUES. ALL VALUES USED 61 T CHORD SPLICES APE NOT RECOMMENDED TD OCCUR ;MI.NI OPYMALL OR BRACING MEMBERS SPACED 23' 0 C. (MAXI, IEMPOPAPY BRACING SHOULD BE GONE IN ACCOMOANCE WITH ` FCA DESIGN ARE BASED ON THE LATEST EDITION OF THE NA- DIRECTLY ABOVE A BOTTOM CHOPO SPLICE UNLESS NDTED OTHEPWISE. CUPPENI TPI BRACING ANO EPECTIOM PURL IC4TIOM5. TIONAL DESIGN StANOAPOS PUBLISHED By THE NATIONAL 7) V-2000 APPROVAL NUMBERS: UBC 2342, FMA TCB 2014, SBCC it, ALL COMPRESSION CHGPO MEMBERS ASSUMED TO BE CONIINUOUSLYI5) THIS OESI;N CONFORMS TO CUPPENt TPI DES ION SPECIFICA- FOREST PRODUCTS ASSOCIATION. 7251. BOCA FILE BB-125 BRACED BY EITHER 3/0' (MIN I PLYWOOD SHEATHING. t/2' TIONS FOR METAL PLATE CONNECTED.000 TRUSSES AND 21 THIS DESIGN IS BASED ON CLARY CONNECTOR PLATES ONLY BI THIS TRUSS HAS BEEN DESIGNED FOP THE LOADING SHOWN IM IN ) DRYWALL OR BRACING MEMBERS SPACED AT 37' 0 C GUALITY STANDAPOS FOP inU55E- 31 CONNECTDR PLATES SIZES ARE BASED ON AXIAL FORCES ONLY, ON THIS DRAWING. INSTALLATION AND USE SHALL CONFORM (MAX). UNLESS NOTED OTHERWISE 151 NO MEMBER OF THE TRUSS MAY BE CUT OR MODIFIED IN ANY WAY, 41 CONNECTOR PLATE SIZES ARE CALLED OUT WI DIM (ACROSS SLOTS),, WITH THIS DESIGN. 12) E INDICATES BEARING LOCATION. 17) SPECIAL HANDLING CARE SHOULD BE TAKEN DURING SHIPPING AND By LENGTH (ALONG SLOTSI ANO THE ORIENTATION OF THE SIZE iHiS OESTGN IS APPLICABLE TO SHORTER SPAN TRUSSES OF EPECTI ON OF TRUSSES, SEE HIB-91 FOP PECOMMEMOATIONS. CALL OUT IS THE REQUIRED DIRECTION OF THE PLATE WIDTH. IDENTICAL LOADING AND CONFIGURATION. =Odd WeD Length Maximum Deflection Occurred 2.56" from the left end of bottom oarel #a. -CONFIGURATION 6 LOADING SPECIFIED BY FABRICATOR.. A-Plats turnaa 90 neg. Max TmUm LIVe Load Deflection of 195 Index- 279, ;L/1292) -UNBALANCED LOAD CASES HAVE BEEN CONSIDEPEO. TP=iyD ical Panel Maximum Tdtel Loatl Deflection lection of .269', Index= 256. (L/937) -PLATE TOOTH VALUE REDUCED BY SSZ. Total Quantity of trusses = 1 -HOPIZ. STPONGBACKS PEP PCT-60 SECTIGN 800 REO, Br 1010 67 L : q rrn m H m In m I X X X X X x x x x x x x x (O ED In In In Cu in in in 113' 2x3 SM= T S fN D✓1:�T. rn c0 In m H M rn X1 v Irl Lo 00 In X Lo LO In to 117 In X In U') In r In CU R=1349 R=2024 [3.5] [3.51 6-4-6 -1-� 5-8-0 15-4-0 TP=30" TP=30" TP 21-4-0 7 PLF FORCES (Left to Right) TOP -1423 -3628 -4850 -4793 -4150 -4150 -3488 -2273 -721 0 WEBS -1331 1886 -1752 1416 -1505 -47 127 -B2 -178 276 -618 220 272 -914 772 -947 990 -1205 1134 -1588 459 -773 BOT 0 2662 4754 4764 4916 4598 4150 4150 2942 1573 -118 -118 6-1 CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBER TRUSS: DWG. 0 ALPINE ENGINEERED PRODUCTS Inc V-2000 1-4-0 LL TC 40 2-4x2 M2 Cs SP 21'4" FTG 3 Z 1801 S. GSW PKWY. BC LUMBER ENG. FOR: ENG BY: GRAND PRAIRIE• TX 75051 6.1 E/6• OL TC 10 2-4X2 #2 Os SP (214) 560-3940 A: LL SC 0 TRUE TRUSS INC. SOURCE Program / of�Z wE85 C�4E 1394 si 0% OL BC 5 4x2 N3 SP CENTER LOT 53 SLS - 21 Jul 1993 SIN:MEMBER TRUSS PLATE INSTITUTE TOTAL 55 EXCEPT AS MAY BE NOTED (�A�/ 1) LUMBER SHALL BE OF THE SPECIFIED MINIMUM GRADES. 5) COPO4ECTOR PLATES SMALL BE INSTALLED SYMMETRICALLY ON 10) ALL -ENSION CMCPD MEMBERS ASSUMED TD BE CONTINUOUSLY 13) � INDICATES LATERAL �AACING MEMBER (S XNI MIN 1 SPECIES. AND IS MAx IMUM wDISiURE CONTENT. OR SUCH TMAT THE JOINT BRACED 9Y EITHER 3/e' (MIN) PLYWOOD SMEATHING. 1/2' 14) INSTALLATION AND ERECTION OF THE TRUSS. PEPMANENT. AMC ' IS OF HIGHER ALLOWABLE STRESS VALUES. ALL VALUES USED 6) TOP CHORD SPLICES APE NOT RECOMMENDED TO OCCUR 11.11 DRYWALL OR BRACING MEMBERS SPACED?3' o C. (MAX). TEMPORARY SPACING SHOULD BE CONE IN ACCORDANCE WITH FOR DESIGN ARE BASED ON THE LATEST EO ITION OF THE NA- DIRECTLY ABOVE A BOTTOM CHOP O SPLICE UNLESS VOTED OTHERWISE, CURRENT TPI BRACING AND ERECTION PUBLICATIONS. TIONAL DESIGN STANDARDS PUBLISHED By THE NATIONAL 71 V-2000 APPROVAL NUMBERS: UBC 2342. FHA TCB 2014, SBCC 1t) ALL C.=PPESSICN CH,RO MEMBERS ASSUMED T:BE CONTI4UOUSLY151 THIS DESIGN CONFORMS TO CUPPENT TPI DESIGN SPECIFICA- FOREST PRODUCTS ASSOCIATION 7251. BOLA FILE BB-125 SPAC_C BY EITHER 3/8' (MIN i PLYWOOD SMSA*PING. 1/2' TIONS FOR METAL PLATE CONNECTEO WOOD TRUSSES AND 21 THIS DESIGN IS BASED ON CLAP' CONNECTOR PLATES ONLY BI THIS TRUSS HAS BEEN DESIGNED POP THE LOADING SHOWN TM;N ; DRYWALL GP BRACING MEMBERS SPACE AT 31' a c OUAL IT v ST ANDAROS POR TRUSSES 31 CONNECTOR PLATES SIZES ARE BASED ON AXIAL FORCES ONLY. ON THI5 DRAWING'. INSTALLATION AND USE SMALL CONFORM (MAX). UNLESS NOTED OTHERWISE 151 NO MEMBER OF THE TRUSS MAY BE CU OR MODIFIED In ANY WAY. WI CONNECTOR PLALE SIZES ARE CALLED OUT WIDTH (ACROSS SLOTSI WITH IHIS DESIGN. 121 Oe :NOtCATEs 9EAR I NO LOCATION. 171 SPECIAL HANDLING CARE SMOULD BE TAKEN OURI.O SHIPPING AND By LENGTH (ALONG SLOT SI AND THE ORIENTATION OF THE SIZE 91 THIS DESIGN IS APPLICABLE TO SHOPTEP SPAN TRUSSES OF fK ERECTION OF TRUSSES. SEE HIB-91 FOP PE COMMEND AT I ONS. CALL OUT IS THE REOUIPED DIRECTION OF THE PLATE WIOTH. IDENTICAL LOADING AND CONFIGURATION. =000 Web Length Maximum Deflection occurred at bottom joint 05. -CONFIGURATION 6 LOADING SPECIFIED BY FABRICATOR. ■-Plate turned 90 tleg Maximum Live LoaO Deflection of 139 1n Iex- 279. (L/'507) -UNBALANCED LOAD CASES HAVE BEEN CONSIDERED. TP-TYp1Cal Panel Maximum Total Load Deflection of 109'•. Inoex=.210. tl_ D1) -PLATE TOOTH VALUE REDUCED BY 15%. Total ouantity Of truSSes = 3 -HORIZ. STPONGBACKS PEP PCT-80 SECTION 800 PEO. 1010 100 L 0 X X X X X X X n 2x3 18" a-Y i S c.ND VE1e7' In v ri >tc 1W m v In (YI x X X m m X X X > X v m m X X m m v (7 (NJ CU R=930 (3.5] R=2021 ( .5] I 7-10-8 1-7-0 17-4-0 TP=30" T 17-8-0 10 PLF FORCES (Left to Right) TOP -807 -1976 -2605 -2784 -2543 -1834 -607 0 WEBS -926 1141 -1063 675 -641 295 -260 -9 35 -349 353 -701 742 -1083 1123 -1902 795 -856 BOT 0 1522 2407 2784 2784 2764 2306 1335 -187 -187 CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBER TRUSS: OWG. ALPINE ENGINEERED PRODUCTS Inc V-2000 1-4x2 #2 OS SP 17'8" FT 7932 2-0-0 LL Tc 40 GRAN S. GSW PKWY. BC LUMBER ENG. FOR: ENG BY: GRAND PgAIRIE, TX 75051 6.1 E/6. DL TC 10 1-4X2 #2 OS SP (214) 660-3940 A: LL BC 0 TRUE TRUSS INC. SOURCE Program 2OF �Z WEBS 580 s OX OL BC 5 EXCEPT AS MAY BE NOTED 4x2 #3 SP SC MEMBER TRUSS PLATE INSTITUTE TOTAL 55 CENTEX LOT 53 SLS - 21 Jul 1993 P6: 11 LUMBER SHALL BE OF THE SPECIFIED MINIMUM GP40ES. 51 CONNECTOR PLATES -HALL BE INSTALLED SYMMETRICALLY ON 101 ALL TENSION CHORD MEMBERS ASSUMED TO BE CONTINUOUSLY 131 � INDICATES LATEPAL BPAC:NG MEMBER 11X4 "IN I SPECIES. AND 191 MAXIMUM MOISTURE COM T EN T, OR SUCN THAT THE UOINt BRACED BY EITHER 3/e' MINI PLYWOOD SHEATHING. :/2- 141 INSTALLATION AND ERECTION CF *HE TRUSS. PENYANE Ni, AND IS OF HIGHER ALLOWABLE STRESS VALUE 5. ALL VALUES USED 6) TOP CHORD SPLICES APE Not RECOMMENDED TO OCCUR (MINI DRYWALL OR BRACING MEMBERS SPACED 23" o c. (MAX), TEMPORARY BRACING SHOULD BE CONE IN ACCORDANCE MITH FDR DESIGN ARE BASED ON THE LATEST EDITION OF THE NA- DIRECTLY ABOVE A BOTTOM CHORD SPLICE UNLESS NOTED OTHERWISE. CURRENT TPI BRACING AND ERECT.'CN PUBLICATIONS. TIONAL DESIGN STANDARDS PUBLI9ED BY THE NATIONAL 71 V-2000 APPROVAL NUMBERS: UBC 2342. FHA ICO 2014. SBCC 111 ALL COMPRESSION CHORD MEMBERS ASSUMED TO BE CONTINU?USLYI5) THIS DESION CONFORMS TO CURRENT TPI OESIGN SPECIFICA- FOREST PRODUCTS ASSOCIATION 7251, SOCA FILE BE-t25 BRACED BY EITHER 3/B' MIN 1 PLYWOOD SHEATHING. 1/2' !IONS FOR METAL PLATE CONNECTED WOOD TRUSSES ACI 2i THIS DESIGN IS BASED ON CLARY CONNECTOR PLATES ONLY BI THIS TRUSS HAS BEEN DESIGNED FOP THE LOADING SHOWN MIN I OPYWALL OR BRACING MEMBERS SPACED AT 37' o C DUALITY STANDARDS FOP tPUSSE- 31 CONNECTOR PLATES SIZES ARE BASED ON AXIAL FORCES ONLY. ON THIS ORA MING. INSTALLATION AND USE SHALL CONFORM IMAX), UNLESS NOTED OTHERWISE. 1L) NO MEMBER OF THE TPISS MAY BE CUT OR MODIFIED IN ANY WAY. 41 CONNECTOR PLATE SIZES ARE CALLED OUT WIDTH (ACROSS SLU751 NIT" THIS DESIGN. 121 ® INDICATES BEARING LOCAtION. 17) SPECIAL HAMOIING CARE SHOULD SE TAKEN CURING SHIPPING AND BY LENGTH (ALONG SLOTS) AND THE ORIENTATION OF THE SIZE 91 THIS DESIGN IS APPLICABLE TO SHORTER SPAN TRUSSES OF ERECTION OF TRUSSES. SEE HIB-91 FOR RECOMMENDATIONS. CALL OUT IS THE REGUIPEO DIRECTION OF THE PLATE WIDTH. IDENTICAL LOADING AND CONFIOURATION. =Odd Web Length Maximum deflection occurred 1.31" from the left end Of bottom Danel •5. -CONFIGURATION 6 LOADING SPECIFIED BY FABFICAiCR *.Plate turned 90 deg M8XIMUm Li Ve Load Deflection of .089'. Index- 175, IL/2067) -UNBALANCED LOAD CASES HAVE BEEN CONSIDERED. TP-TyIT Ica1 Panel Maximum Total Load Deflection of .123', Index=.16. (L/1496) -PLATE TOOTH VALUE REDUCED BY 15%. Total Ouantlty of trusses = 2 -HCRIZ. 57RONG8ACKS PER PCT-BO SECTION lO. E�`��E 100 PLF v m m m m m x x x x x x X x x Q m rn CU m M (*I t\ 2x3 18" Zx if T_ I _j L___j L___j II S Eti� Ozer LLT In m Xt M m Q CA X x x m x x x X Q rn m x In In Q R=8i8 rn rI R-1913 [3.51 [ .51 6-7-8 10-0 15-4-0 TP=30" =3i" 15-8-0 10 PLF FORCES (Left to Right) TOP -697 -1649 -2144 -2144 -2045 -1533 -500 0 WEBS -814 986 -911 504 -483 247 -107 -59 -143 198 -564 600 -936 973 -1802 800 -656 BOT 0 1310 1974 2144 2144 1912 1129 -188 -SBB CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBER TRUSS: DWG. / ALPINE ENGINEERED PRODUCTS Inc V-2000 1-4x2 1M2 DS SP 15'8" FT ) 932 2-0-0 LL TC 40 RAN S. GSW PKWY. SC LUMBER ENG. FOR: ENG BY: GRAND PRAIRIE. TX 75051 6.1 E/6. OL TC 10 1-4X2 #2 05 SP 0 TRUE TRUSS INC. SOURCE Program 3 of �Z (214) 660-3940 LL BC WEBS 4E MEMBER TRUSS PLATE INSTITUTE 530 Si 0% ODTAL 55 4x2 #3 SP CENTEX LOT 53 SLS - 21 Jul 1993 S 1Ay5: EXCEPT AS MAY BE NOTED 1) LUMBER SHALL BE OF THE SPECIFIED MINIMUM GRADES. 5) CONNECTOR RATES SHALL BE INSTALLED SYMMETRICALLY ON t01 ALL TENSION CHORD MEMBERS ASSUMED TO BE CONTINUOUSLY 131 fip' INDICATES LATERAL BRACING MEMBER IIX4 MIN I SPECIES. ANO 19%MAXIMUM MOISTURE CONTENT, OR SUCH THAT THE JOINT BRACED By EITHER 3/0' MIN) PLYWOOD SHEATHING. 1/2' SA) INSTALLATION NO ERECTION OF THE TRUSS. PERMANENT, AND IS OF HIGHER ALLOWABLE STRESS VALUES. ALL VALUES USED 6) TOP CHOAO SPLICES ARE Nor RECOMMENDED TO OCCUR (MIN) DRYWALL OR SPACING MEMBERS SPACED 23' o c. MAXI, TEMPORARY BRACING SHOULD BE DONE IN ACCORDANCE WITH FCR DESIGN APE BASED ON THE LATEST EDITION OF THE NA- DIRECTLY ABOVE A BOTTOM CHORD SPLICE UNLESS NOTED OTHEPWISE. CUPAENT tI BRACING AND EPECTIDN PUBLICATIONS. TIONAL oes I ON STANOAROS PURL ISMEO BY THE NATIONAL 71 V-2000 APPROVAL NUMBERS: UBC 2342. FHA TCB 2014. SBCC 11) ALL COMPRESSION CHORD MEMBERS ASSUMED TO BE CONTINUOUSLV15) THIS DESIGN CONFORMS TO CUPRENT TPI DESU.SPECIFICA- FOPEST PRODUCTS ASSOCIATION 7251. SOCA FILE Be-123 SPACED By EITHEq 3/8' (MIN I PL YWOOO SHEATHING. 1/2' TIONS FDA METAL RATE CCNNECTED WOOD TRUSSES AND 21 THIS DESIGN IS BASED ON CL ARv CONNECTOR PLATES ONLY el THIS TRUSS HAS BEEN OE ONED FOR THE LOADING SHOWN IN 1N ) OPYWALL OR BRACING MEMO AS SPACED AT 37' A C OUALI TY SANDAROS FOR TRUSSES 31 CONNECTOR PLATES SIZES ARE BASED ON AXIAL FORCES ONLY. ON THIS DRAWING. INSTALLATION AND USE SHALL CONFORM (MAX). UNLESS NOTED OTHERWISE. 151 NO MEMBER OF THE TRUSS MAY BE CUT OR MODIFIED IN ANY WAY. 41 CONNECTOR PLATE SIZES ARE CALLED OUT WIDTH (ACROSS SLOTS? WITH THIS DESIGN_ 12) ® INDICATES BEARING LOCATION. 171 SPECIAL HANDLING CARE SHOULD 9E TAKEN DURING SHIPPING AND By LENGTH (ALONG SLOTS) AND THE ORIENTATION OF THE SIZE 9) THIS DESIGN IS APPLICABLE TO SHORTER SPAN TRUSSES OF ERECTION OF TRUSSES. SEE HIB-91 FOR PECOMMENOATIONS. CALL OUT IS THE REQUIRED DIRECTION OF THE PLATE MIO TH. IDENTICAL LOADING AND CONFIGURATION. X000 WeD Length MaXtmum OeflectTon occurred at bottom ]olnt t4. -CONFIGURATION 6 LOADING SPECIFIED BY FABRICATOR ■-Plate turned 90 Deg MaX1TNUm LTVe Loac Oaf IeCt TOn or .079 Index- 15B. (L/2295) -UNBALANCED LOAD CASES HAVE BEEN CONSIDERED TP-T Yo 1Cal Panel MaXTmum Total Load CefleCt)on of .SOB IndeX 145. I1-/1550; -PLATE TOOTH VALUE REDUCED BY 155, Total Ouantlty of trusseS = 5 -HOPIZ. STP.ONGBACKS PER PCT-60 SECTIfb gyp PEG. 100 1lJllJ PLF * >K c v m m m m m x x x x x x x x k c m m N Iv m 1n r, 2x3 VEP-r. m x c m m rn m v t� M x x x x x x v m m m I*I v R=788 m R=1895 (3.5j (3.5j 6-7-8 1-7-4 Ul 14-10-4 TP=30" 15-2-12 10 PLF FORCES (Left to Right) TOP -665 -1571 -1970 -1970 -1970 -1430 -447 0 WEBS -783 941 -875 471 -426 163 -114 -165 278 -518 551 -910 950 -1799 853 -887 BOT 0 1254 1857 1970 1778 1059 -224 -224 CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBER TRUSS: PWG. 1 ALPINE ENGINEERED PRODUCTS Inc V-2000 2-0-0LL rc 40 1-4x2 N2 Ds SP 15'2-3/4" FT 17g32 1801 S. GSW PKWY. GRAND PRAIRIE, Tx 75051 6.1 E/6. BC LUMBER ENG. FOR: ENG BY: OL TC 10 1-4x2 #2 Ds SP (214) 660-3940 LL BC WEBS TRUE TRUSS INC. SOURCE Program +OF (Z OL SC 5 SP PROJECT: E MEMBER TRUSS PLATE INSTITUTE 504 S1 0% TTOTAAL 55 EXCEPT AS MAY BE 4x2 BE NOTED CENTEX 3707 A & B - 21 Jul 1993 s 1�2' 1) LUMdEP SMALL BE OF THE SPECIFIED MINIMUM OPADES. 51 CONNECTOP PLATES SHALL aE INSTALLED SYMMEtPICALLY ON 101 ALL TENS:CN CHOPO MEMeEPS ASSUMED TO BE CONTINUOUSLY 131 0- INDICATES LATERAL BRAC:NG MENDEp 11 XA MIN 1 SPECIES. AND 19X MAXI"MOISTUPE CONTENT. OR SUCH THAT THE ,;DINT BRACED SV E:TYE4 3/e' (MINI PLYWOOD SHEATHING. 1/2' 141 INSTALLATION AND ERECTION _F 7-C TRUSS. PERMANENT, AND IS OF HIGHER ALLOWABLE STRESS VALUES, ALL VALUES USED 61 TOP CHORD SPLICES APE NOT RECOMMENDED TO OCCUR (WIN) DP+MALL OR BRACING MEMBERS SPACED 23' O C. IMAX). 7EMPOPARY BRACING SHOULO BE CONE IN ACCORDANCE WITH FCR DESIGN APE BASED ON THE LATEST EDITION OF THE NA- OIRECTLY ABOVE A BOTTOM CHOPO SPLICE UNLESS NCTED O—EPWISE. CURRENT tPI SPACING AND C=C-IOM PUBLICATIONS, tIONAL DESIGN STANDARDS PUBLISHED By THE NATIONAL 71 V-2000 APPROVAL NUMBERS: TBC 2342, FHA tC8 2014. SBCC ti) ALL CCMPPESS:TN CHDPO MEMBERS ASSUMED TD BE CON TINU?USLYI5) THIS OESION CONFORMS TO C'..T-RENT TPI DESIGN SPECIFICA- FOPEST PRODUCTS ASSOCIATION 7 25 1. BOCA FILE 85-125 BRA CEC Sv EITHE0 3/8' (MIN i PL YW000 SHEATHING. 1/2' TIONS FOR METAL PLATE CCNNECTED WOOD tPUSSES AND 2) THIS DESIOM IS BASEO ON CLARY CONNECTOR PLATES ONLY BI THIS TRUSS HAS BEEN DESIGNED FOR THE LOADING SHOWN IMIN / DPYMALL CP SPACING MEMBERS SPACED At 37' R r DUALITY STANDARDS FOR TRUSSES 31 CONNECTOR PLATES SIZES ARE BASED ON AXIAL FORCES ONLY, ON THIS DRAWING. INSTALLATION AMC) USE SHALL CONFGnM IMAX), UNLESS NOTED OTHERWISE ISI NO MEMBER OF THE TRUSS MAY BE CUT DR MODIFIED IN ANV WAY. 41 CONNECTOR PLATE SIZES ARE CALLED OUT WIOTM (ACROSS SLOTS) W17M THIS DESIGN. 12) 3E INGICATES SEARING LOCATION. 17) SPECIAL HANDLING CARE SHOV.D SE TAKEN DURING SHIPPING AND BY LENGTH (ALONG SLOTS) AND THE ORIENTATION OF THE SIZE 91 THIS DES TOM IS APPLICABLE TO SNORTER SPAN TRUSSES OF EPECiTOM OF TRUSSES. SEE H:B-91 FOR RECOMMENDATONS. CALL OUT IS THE REQUIRED DIRECTION OF THE PLATE WIDTH. IDENTICAL LOADING AND CONFIGURATION. X000 Web Length Maximum defleCUan occurred at Dottom joint 02. -CONFIGURATION 6 LOADING SPECIFIED eY FABRICATOR. W-Plate turned 90 tleg Maximum live Load Deflection of 002". Index- 017, (L/2400C) -UNBALANCED LOAD CASES HAVE BEEN CONS_3EPE0 TP=Tyolcal Panel Maximum Total Load Deflection of .003% Index=.015. (L/1500C1 2Q Q -PLATE TOOTH VALUE REDUCED BY 15%. Total auantity of trusseS 9 100 PLF xt )t G TT X X X x X x ITT N /v MS 2x3 V/ 2x !e 18" T_ 5-E,13 VERT. x M R=197 X Imxn 85478 [3.5] x ITT m 1-7-8 9-0 4-0-0 - TP=30" 4-4-0 10 PLF FORCES (Left t0 Rignt) TOP -114 -114 -114 0 WEBS -187 158 -114 -124 213 -451 170 -179 BOT 0 114 -40 -40 CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBER TRUSS: OWG. s ALPINE ENGINEERED PRODUCTS Inc V-2000 2-0-0 LL rc 40 1-4x2 M2 Os SP 4'4" FT r��3 1801 S. GSM PKWY. BC LUMBER ENG. FOR: ENG BY: GRAND PRAIRIE. TX 75051 6.1 E/6. OL TC 10 1-4X2 N2 OS SP (2 14) 560-3940 A: LL BC 0 WEBS TRUE TRUSS INC. SOURCE Program 5 OF 1Z 222 si 0% OL BC 5 4x2 M3 SP s A yE: MEMBER TRUSS PLATE INSTITUTE TOTAL 55 CENTEX LOT 53 SLS - 21 Jul 19934 EXCEPT AS MAY BE NOTED ti LUMBER SMALL BE OF THE SPECIFIED MININUM GRACES. 51 CONNECTOR PLATES SHALL BE INSTALLED SYMMETRICALLY ON 101 ALL TEN5IC.N CHORD MEMBERS ASSUMED TO BE CONTINUOUSLY 13) fio'- INDICATES LATERAL BRACING MEMBER (1X4 MIN I ' SPECIES. AND 19% MAXIMUM MOISTURE CONTENT, CP SUCH 'HAT THE JO TNT BRACES SY EITHEP 3/8' (MINI RLVW000 SHEATHING. 1/2' 14) INSTALLATION AND ERECT ICN Cf THE TRUSS, PERMANENT, AND IS OF HIGHER ALLOWABLE STRESS VALUES, ALL VALUES cE-PO 6) TOP CHORD SPLICES ARE NGT RECONNENOE0 TO OCCUR (MINI 3-1WALL OR BRACING MEMBERS SPACED 23' P <. (N.M.. IENPOPARY BRACING SHOULD BE GONE IN ACCORDANCE WITH FOR DESIGN ARE BASEO ON rHE LATEST EDITION CF TME NA- DIRECTLY ABOVE A BOTTOM CHORO SPLICE UNLESS `GrED OTHERWISE. CURRENT TPI SPACING AND ERECTION PUBLICATIONS. IIONAL DESIGN STANOAPOS PUBLISHED BY THE NATI3NAL 71 V-2000 APPROVAL NUMBERS: UBC 23A2. FHA TCB 2014, SBCC 111 ALL COMPRESSION CHORD ME-BEAS ASSUMED TD BE CONTINUOUSLY15) THIS OESION CONFOPWS TO CuaWNr TPI DESIGN SPECIFICA- FOREST PRODUCTS A550CIATIGN 7251. SOCA FILE BF-125 BRACE_ ?Y Efi.Ea 3/8' (MIN I PL YWOGO SHEATHING. 1/2' TI DNS FCR METAL PLATE CONNECIEO WOOD TRUSSES AND 21 THIS DESIGN t5 BASED ON CLARY CONNECTOR PLATES ONLY B) THIS TRUSS HAS BEEN DESIGNED POR THE LOADING SHOWN IM IN 7 RYMALL OR BRACING MEMBERS SPACED AT 37• a c OUAL ITV STANOAPOS FOR TRUSSES 3) CONNECTOR PLATES SIZES ARE BASED ON AXIAL FORCES 'NLY. ON TMIS DRAWING. INSTALLATION AND USE SHALL CONFORM IMA%I. uVLE55 NOTED UIHERW ISE 1131 NO MEMBER OF THE TRUSS MAY BE CUT OR MODIFIED IN ANY WAY. 41 CONNECTOR PLATE SIZES APE CALLED OUT WIDTH (ACROSS SLOTSI MIrH THIS DESIGN. f21 ® SNDSCATES BEARING LOCATION. 17) SPECIAL HANDLING CARE SHOULD BE TAKEN DURING SHIPPING AND BY LENGTH IALONG SLOTS) AND THE OPIENTATICN CF THE SIZE 9) THIS DESIGN IS APPLICABLE TO .OPTED SPAN TRUSSES OF ERECTION OF TRUSSES. SEE HI9-91 FOP RECOMMENDATIONS. CALL OUT IS THE REDUIREO OIRECTICN OF THE cLA' WI.�H, IDENTICAL LOADING AND CONFIGURATION. =ODD WeO Length MaX1mU1 0eflection occurred at bottom )Dint t4. -CONFIGURATION 6 LOADING SPECIFIED BY FABRICATOR. X-Plats turneD 90 Deg. Maximum L1Ve Load Oaf lection of 094". Index- 189, (L/".895) -UNBALANCED LOAD CASES HAVE BEEN CONSIDERED. TP=Ty01Ca1 Panel Maximum `Otal Load Deflection of 129". Index= 174. (L/1392) -PLATE TOOTH VALUE REDUCED 8Y 15%. Total ouantity Of trusses = 1 -HORIZ. STRONGBACKS PER PCT-80 SECTIfb g00 REO. 200 lulu PLF 0 In )n X to to X X x x x x x x x x -g tD 117 In CV CV 11T to 2x3 2X+ �ScNo veer rn In I'7 m to Co m x x x x x x ID In In In In Lo R=1529 1n R= 576 (3.51 (3.51 6-7-8 1-7-4 1 tri 14-10-4 TP=30" 15-2-12 10 PLF FORCES (Lett to Right) TOP -1387 -3316 -4216 -4216 -4216 -3156 -1159 0 WEBS -1507 1874 -1778 950 -902 363 -251 -297 477 -1011 1055 -1770 1700 -2182 345 -688 BOT 0 2644 3953 4216 3871 2411 -99 -99 1.1 CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBER TRUSS: OWG. ALPINE ENGINEERED PRODUCTS Inc V-20002-4x2 N2 OS SP 15'2-3/4" FTG 173 Z 2-0-0 LL Tc 40 1801 S. GSW PKNY, BC LUMBER ENG. FOR: ENG BY: GRAND PRAIRIE. Tx 75051 6.1 E/6. DL TC 10 2-4X2 #2 Os SP (214) 660-3940 LL BC 0 TRUE TRUSS INC. SOURCE Program (�� Z • WEBS 942 si 0% OL 8C 5 4x2 #3 SP EXCEPT AS MAY BE NOTED SCA4E: MEMBER TRUSS PLATE INSTITUTE TOTAL 55 CENTEX 3707 A 6 8 - 21 Jul 1993 1/Z __ 11 LUMBEP SMALL BE OF THE SPECIFIED MINIMI.'M ;RAQE S. 51 CONNECTOP PLATES SHALL BE INSTALLED SYMMETRICALLY ON 10) ALL IESSION CHORD MEMeE PS ASSUMED TO BE CONTINUOUSLY 131 � INDICATES LATERAL SPACING MEMBER (IXA WIN I SPECIES. AND /9%MAXINUM MOISTURE CONTEST OR SUCH 7..1 THE JOINT BRACED 51 EITMEP 3/e" !MINI PLYWOOD SHEATHING. 1/2' 141 INSTALLATION AND ERECTION OF THE puss. PERMANENT, AND 15 OF HIGHER ALLOWABLE STRESS VALUES. ALL VALUES USEC 6) TOP CHORD SPLICES ARE NOT RECOMMENDED TO OCCUR (MINI DRYWALL OR SPACING MEMBERS SPACED 23' 0 C. (MAX). TEMPORARY BRACING SHOULD BE DONE IN ACCORDANCE MIT. FOR DESIGN ARE BASED ON THE LATEST ECIT:CS OF THE SA- DIRECTLY ABOVE A BOITOM CHOPO SPLICE UNLESS NOTED OTHERWISE. CURRENT IPI SPACING AND ERECTION PUBLICATIONS. T JOWL DESIGN STANDARDS PUBLISHED BY THE NATIONAL 71 V-2000 APPROVAL NUMBERS: USC 2342, FHA ICS 20tA. SEDC 11) ALL CL'MPPESS ION CHORD MEMBERS ASSUMED TO BE CONTINUOUSLYI5) THIS OEStOM CONFORMS TO CURRENT TPI OESIGN SPECIFICA- FORE51 PRODUCTS ASSDCIAIiON 7251. SOCA FILE B!-125 BRACED BY EITHER 3/0' (MIN 1 PLYw00D SHEATHING, 1/2' TIONS FOR METAL PLATE CONNECTED.000 TjSSES AND 21 THIS DESIGN IS BASED ON CLARY CONNECTOR PLATES ONLY SI THIS TPUSS HAS BEEN DESIGNED FOP THE LOADING SHOWN (MIN I OPYMALL OR BRACING MEMBERS SPACED AT 37' 0 c DUALITY STANDARDS FOP TRUSSES 3) CONNECTOR PLATES SIZES APE BASED ON AX:A� FORCES CSLY. ON THIS DRAWING_ INS tALLATION AND USE SHALL CONFCRM IMAX). UM.ESS NOTED OTHERWISE, SBI No wE.KA OF THE TRUSS MAY BE CUT OR MOOIFIEO IN ANY MAY. 4) CONNECTOR PLATE SIZES ARE CALLED DUT .IDTM fACPOSS SL3TS1 WITH THIS DESIGN. 121 ® INDICATES BEARING LOCATION. 17) SPECIAL HANDLING CARE SHOULD BE TAKEN DURING SHIPP INO AMC By LENGTH (ALONG SLOTS) AND THE OPIENTAT:DN DF THE SIZE 9) THIS DESIGN IS APPLICABLE TD SHORTER SPAN TRUSSES OF ERECTION OF TRUSSES. SEE HIB-91 FOP PECOMMENOATiONS. CALL OUT IS THE REGUIPED DIRECTION OF T-E -LATE MIC'-. IDENTICAL LOADING AND CONFIGURATION, Odd WeD LengthMaximum Deflection Occurred at Dottom )Olnt 05. -CONFIGURATION 6 LOADING SPECIFIED BY FABRICATOR K-Plate turned 90 deg. Max Live Load Oef lection of SOB Index- 187, (L/1926) -UNBALANCED LOAD CASES HAVE BEEN CONSIDERED TP-T yo is al Panel MaX IIeUM 70:al Load Deflection Of 148'. Index=.171. (L/1405) -PLATE TOOTH VALUE REDUCED BY 15%. Total ouantity of trusses = 1 -HORIZ. STRONGBACKS PER PCT-BO SECTION 600 REO. 900 1010 100 LF * n U3 In In In x x x x x ; x -) x x x x x x f\ In 117 It7 CU In In t!'f i1 18` 2x3 2�b 5 cA%O VG RT CC r` v m m We m In UO m x x x x In x x x x T` In In In x In In In In N R-1738 R-2113 (3.51 [ .51 6-4-8 ( -1- 2-0-0 15-4-0 TP=30" TP=30" T 11 17-8-0 10 PLF FORCES (Left to Rlght) TOP -2265 -2821 -3525 -3624 -3624 -3235 -2270 -758 0 WEBS -1712 2784 -1622 751 -692 303 -238 -95 14 90 -537 509 -856 906 -1233 1171 -1567 423 -743 80T 0 2265 3310 3693 3624 3624 2876 1530 -109 -109 CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBER TRUSS: DWG. ALPINE ENGINEERED PRODUCTS Inc V-2000 2-0-0 LL TC 40 2-4X2 N2 DS SP 17'8" FTG 1 932. 1801 S. GSW PKWY. 8C LUMBER ENG. FOR: ENG BY: GRAND PRAIRIE. TX 75051 6.1 E/6. OL TC 10 2-4x2 *2 DS SP (z14) 660-3940 A: Ll BC 0 TRUE TRUSS INC. SOURCE Program 7 OF J Z OL 8C 5 WEBS 4x2 M3 SP MEMBER TRUSS PLATE INSTITUTE 964 S1 0% TOTAL 55 EXCEPT AS MAY 8E NOTED CENTEX LOT 53 SLS - 21 Jul 1993 sC�'y�: ___I ___ 11 LUMBER SHALL BE Of THE SPECIFIED MINIMUM GRADES. 51 CGWNECTOP PLATES SHALL BE INSTALLS. SYMMETRICALLY ON 10) ALL TENSION CHOPO MEMeEIS ASSUMED TO BE CONtINUOUSLY 131 � INDICATES LATERAL SPACING MEMBER (IXA MIN 1 SREC:ES. No 19%KA%IMUM MOISTURE CONTENT. OR SUCH THAT THE JOINT BRACED By EITHER ]/e" :MINI PLYWOOD SHEATHING. i/2' 14) INSTALL AND ERECTION OF THE TRU$5. PERMANENT. AND IS OF HIGHER ALLOWABLE STRESS VALUES. ALL VALUES USED 61 TOP CHORD SPLICES APE NOT RECOMMENCED TO OCCUR (MIN) opVWALL OR BPAC ING MEMBERS SPACED 23' o c. (WAX). TEMPORARY BRACING SHOULD BE DONE; IN ACCORDANCE WITH FOR DESIGN APE BASED ON THE LATEST EDITION OF THE MA- DIRECTLY ABCVE A BOTTCM CHORD SPLICE UNLESS NOTED OTHERWISE. CURRENT TPI BRACING AND ERECTION PUBLICATIONS. TIONAL DESIGN STANDARDS PUBLISHED BY THE NATIONAL 71 V-2000 APPROVAL NUMBERS: UBC 2342. =HA TCB 2011, SBCC 11) ALL COMPPESSICN CH OPD MEMBERS ASSUMED TO BE r_ONTINUOUSLY151 THIS DES DM CONFORMS TO CURRENT TPI DESIGN SPECIFICA- FOPEST PROpUCTS ASSOCIATION 7251. BOCA FILE BS-1225 BRA CEO BY EITHER ?/B' :MIN I PLYWOOD SHEATHING, 1/2' TIONS FOR METAL PLATE CONNECTED.000 TRESSES ANO 21 THIS CES ION IS BASED ON CLARY CONNECTOR PLATES ONLY 91 THIS TRUSS HAS BEEN CESIGNED FOR T-E LOADING SHOWN :MIN I ORYWALL OP SPACING .EMBERS SPACE. AT 37' o c. QUAL t TY STANOAPOS FOR TRUSSES 31 CONNECTOR PLATES SIZES ARE BASED ON AXIAL FORCES ONLY. ON THIS DRAWING. INS'ALLA(ICN ANC USE SHALL CONFORM (MAxJ. UNLE55 NOTED OTHE FWI SE 161 NO MEMBEP OF THE TRUSS MAY BE CUT OR MODIFIED IN ANY WAY. 41 CONNECTOR PLATE SIZES ARE CALLED OUT 0IDTN (ACROSS SLOTS) WITH THIS DESIGN. 121 ® INDICATES BEARING LOCAIIDN. 171 SPECIAL HANDLING CAPE SHOULD BE TAKEN DURING SHIPPING AND BY LENGTH (ALONG SLOTS) ANO THE ORIENTATION OF THE SIZE 9) THIS DESIGN IS APPLICABLE TO SHOPTER SPAN TPUSSES OF ERECTION OF TRUSSES_ SEE HIB-91 FOR FE COMx1ENCATIOXNS. CALL OUT IS THE PEGUIRED DIRECTION OF THE PLATE WIOIH. IDENTICAL LOADING AND CONFIOURAtION. COC WeD LenqtnMaximum oeflectRion oc-urreO at oottom joint 13. -CONFIGURATION 6 LOADING SPECIFIED BY FABRICATOR %-Plate turn:% 90 Oeq. Maximum Live LOaa Oe ectlon Of 005 Inoex- 033. (L/120001 -PLATE TOOTH VALUE REDUCED BY 15Z TP-Typical Panel Maximum Total LGaO Deflection Of .007", InOex=.028, (L/8571) Total aUantlty of trusses = 1 410 PLF v m v In (n In 2x3 2x3 18" R=1047 x X R=1047 Ln (3.51 X X (3.51 1n 0 5-0-0 TP=30" 10 PLF FORCES (Left to Rignt) TOP -589 -715 WEBS -1030 796 -740 -771 966 -1020 BOT 0 1112 0 CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBER TRUSS: DWG. ALPINE ENGINEERED PRODUCTS Inc V-2000 2-0-0 LL TC 40 2-4X2 #2 OS SP 5'0" FTG 7932- 1801 S. GSW PKWY. BC LUMBER ENG. FOR: ENG BY: GRAND PRAIRIE. TX 75051 6.1 E/6' OL TC 10 2-4X2 '#2 Os SP (214) 660-3940 A: wEes LL BC 0 TRUE TRUSS INC. SOURCE Program 80F Z 505: EXCEPT MEMBER TRUSS PLATE INSTITUTE 284 S1 0% DL BC 5 4x2 M3 SP 5 TOTAL 55 AS MAY 8E NOTED CENTEX LOT 53 SLS - 21 Jul 1993 3/ 1) LUMBER SHALL BE OF THE SPECIE IED MINIMUM'PACES. 51 CONNECTOR PLATES SHALL BE INSTALLED SYMMETRICALLY ON 10) ALL TENSION CHORD ME.KE S AS5UMEO 10 BE CONTINVOL'SLY 1]) � INDICATES LATERAL OPAC:W MEMBER 11XA MIN 1 SPECIES. AMC JSX MAXIMUM MOISTURE CONTENT_ OR SUCH THAT the JOINT ePAC ED av EITHER 3/e' (MIN) PLYWOOD SHEATHING, I/2' 141 INSTALLAIJON ANO ERECTION IF '-E TRUSS, PERMANENT, AND IS OF HI.HEP ALLOWABLE STRESS VALUES. ALL VALUES USED 61 TOP CHORD SPLICES APE NOT RECOMMENDED TO OCCUR IM IN) DRYWALL OR BPAC IND MEMBERS SPACED 23' o C. (WAX), TEMPORARY BRACING SHOULD BE ::NE IN ACCUROAMCE 017M FOP OESION APE BASED W THE LATEST EDITION OF THE NA- DIRECTLY ABOVE A BOTTOM CHORD SPL I[E UNLESS NOrEO OT HEPw ISE, CURRENT TPI BRACING AND EPECT:CN PUBLICATIONS. TIONAL DESIGN STANDARDS PUB t ISNED BY THE NATIONAL 71 V-2000 APPROVAL NUMBERS. UBC 2042. FHA TCB 2014, SBCC 11) ALL COMPRESSION CHORD MEMBEPS ASSUMEO TO BE CONTINUQUSLYI5) THIS DESIGN CCKOPNS TO CURRENT TPI CESIGN SPECIFICA- FOREST PR�UCTS ASS OCIA TIC.. 7251. SOCA FILE BB-125 SPACED BY EITHER 3/6' (MIN I PL Yw000 SHEATHING. 1/2' TIONS FOR METAL PLATE CCNNEC'E: .000 TRUSSES AND 2{ THIS DESIGN IS BASED ON CLARY CONNECIOP PLATES GNLv e) THIS TRUSS HAS BEEN CESIGNEO FOR THE LOAOINO SHOWN :MIN 1 DRYWALL OR BRACING MEMBERS SPACED At 37' 0 QUALITY ST ANOAPOS FOP TPUSEE: ]1 CONNECTOR PLATES SIZES ARE BASED ON AXIAL FORCES •ONLY. ON THIS OP AWING. INSTALL AifON AND USE SHALL CONFORM IMA%1. UNLESS NOTED OTHERWISE 16) NO MEMBER OF THE TfVSS MAY 9E CJT Cp WDIF IED IN ANY wAY. 41 CONNECTOR PLATE SIZES ARE CALLED OUT WIDTH TM (ACROSS SLOTS) WITH THIS OE SIG.. 12) 5a INDICATES BEARING L-CATION. 171 SPECIAL HANDLING CARE SHOULD?E TAKEN DURING SHIP-ING AND BY LENGIN (ALONG SLOISI AND THE ORIENTATION OF THE SIZE 9) THIS DESIGN IS APPLICABLE f0 SHORTEP SPAN TPUSSES OF $i EPEC ION OF TRUSSES. SEE HIB- ! FDA PECOWMENCAT I DNS. CALL Out IS THE REQUIRED DIRECTION OF THE PLATE %ICTH, IDENTICAL LOADING AND CONFIGURATION. =Odd WED Length Maximum Deflection OCcurred 11.5' from the left en0 of bottom Darel e2. -CONFIGURATION 6 LOADING SPECIFIED BY =A3PICATOR *-Plate turned 90 deg Maximum LIVe LoaO Deflection Of Ola', Index" 077, (L/4570 -PLATE TOOTH VALUE REDUCED BY 15% TP=1,13 ical Panel Maximum Total LOba Deflection Of .019', Index=.071, (L/3368) Total quantity Of trusses = 3 100 PLF E7 m m m x x x x m Eu m m 2x3 2x3 18" R=291 x m x R=291 (3.5) x m Fv m x (3.51 m m 1-7-8 1L 10-0 5-4-0 TP=30" 10 PLF FORCES (Left to Right) TOP -262 -262 -161 WEBS -308 363 -141 -90 -146 22EI -292 SOT 0 262 252 0 y CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBER TRUSS: DWG. ALPINE ENGINEERED PRODUCTS Inc V-2000 2-0-0 1-4x2 N2 DS SP 5'4" FT 171'32" 1801 S. GSW PKWY. LL TC 40 GRAND PRAIRIE. Tx 75051 6.1 E/6. DL TC 10 SC LUMBER ENG. FOR: ENG BY: (214) 660-3940 A: LL BC 0 1-4x2 #2 Ds SP TRUE TRUSS INC. SOURCE Program IOF JZ MEMBER TRUSS PLATE INSTITUTE 174 52 0% OL SC 5 WEBS 4x2 03 SP SC TOTAL 55 EXCEPT AS MAY BE NOTED CENTEX 3707 A 6 B - 21 Jul 1993 �'y ' 11 LUMBEP SHALL BE OF THE SPECIFIED MINIMUM 3RACES. 51 CONNECTOR PLATES SHALL BE INSTALLED SYMMETRICALLY ON 101 ALL TENSION CHCPO MEMBERS ASSUMED TO BE CONrINU0i:5LY :31 INDICATES LATERAL BRACING MEMBER 11X4 MIN i SPECIES. AND 191 MAXIMUM MOISTUiE CONTENT. OR SUCH -'AT THE JOINT ?PACED BY EIT-IER 3/e' (MIN) PLYWOOD SHEATHING. 1/2' :41 1NST ALLAT ION AND ERECTI�OF tRE TRU55, PERM ANE MT, AND IS OF HIGHER ALLOWABLE STRESS VALUES. ALL VALVES VSEL B) TOP CMORO SPLICES APE NOT RECCwwEMX1ED TO OCCUR ;MrNI oPYXALI OR SPACING MEMBERS SP CEO 23' o c. (MAA), 1EMPpRAF' SPACING SwOULO BE CONE IN ACCORDANCE WITH .. FOR DESIGN APE BASED ON THE LATEST ECI TION OF THE NA- DIRECTLY ABOVE A BOTTOM CHORD SPLICE UNLESS NO TEG DTHEPwISE. C1/RRENT TPI SPACING AND ERECTION PUBLICATIONS. TIONAL DESIGN STAAIpAPO$PUBLISHED 8Y :HE NATIONAL 7I V-2000 APPROVAL NUMBEPS. UBC 2342, FMA TCB 201+, SBCC 111 ALL COMPPESS:CM CHOPO MEMBERS ASSUMED TO BE CONTINUOUSLYI,E) THIS DESIGN CONFOPMS TO CURRENT TPI DESIGN SPECIFICA- FOREST PPWUCTS ASSOCIATION 7251. BOCA FILE 86 -125 SPACED BY EIT-ER 3/8" (MIN I PLYWOOD SHEATHING. 1/2' TI DNS FOR METAL PLATE CONNECTED 0000 TRUSSES AND 21 THIS DESIGN IS BASED ON CLAP'CONNECTOR PLATES ONLY e1 THIs TRUSS HAS BEEN DESIGNED FOP THE LOADING SHOWN IM IN 1 DRYWALL OR ORA CI NG MEMBERS SPACE(] AT 37' 0 C GUALITY STANDARDS FDP TP.SSES 31 CONNEC70P PLATES 5IZES ARE BASED ON Ax IAI FORCES oNL Y. ON THIS ORAWING. INSTALLATION AMS USE SHALL CONFORM IMAXI. UNLESS NOTED OTHERWISE :S: NO MEMBER OF THE TRUSS MAY BE CUT OR MODIFIED IN ANY WAY. /) CONNECTOR PLATE SIZES ARE CALLED OU w/0 Tn (ACROSS SLOTE) WITH THI5 Of 151 121 EM INDICATES BEARING LOCATION. 171 SPECIAL HANDLING CARE SHOULD BE TAXEN DURING SHIPPING AND BY LEMG TH (ALONG SLOTS) AND INE OPIENTATI:N OF THE SIZE 9) THIS DESIGN IS APPLICABLE TO SHORTER SPAN TRUSSES OF EPEC Tl ON OF TRUSSES. SEE HIB-91 FOR PECOMMENOAT IONS. CALL OUT IS THE REGUIRED DIRECTION CF T..E PLATE WIC'H. IGEN TICAL LOADING AND CONFIGURATION. =000 WebLengtn Maximum Deflection Occurred 30.5" from the left end Of bottom Garel e2, -CONFIGURATION 6 LOADING SPECIFIED BY FABRICATOR. —Plate tur nad 90 deg. Maximum LIVO Load Deflection of -.004', Index- 020, (L/12500) -PLATE T007H VALUE REDUCED BY 15%. TP=Typical Panel Maximum Total Load Deflection of -.005'. Inde-024, IL/10000) Total quantity Of trusses = 1 150 PLF Xc m m m X X X m m N 2x3 2x3 18" LO R=331 X X IR=331 [3.5) X m m [3.5) m 4-2-0 TP=30" 10 PLF FORCES (Left to Right) TOP -153 0 WEBS -328 217 -169 -371 -58 BOT 0 263 CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBER TRUSS: DWGp / ALPINE ENGINEERED PRODUCTS Inc V-2000 1-4X2 02 Os SP 4'2' FTG 1801 S. GSW PKWY. 2-0-0 LL TC 40 PRAIRIE. Tx 75051 5. 1 E/6. OL TC 10 8C LUMBER ENG. FOR: ENG BY: GRAND (214) PRAIRIE. LL ac 0 1-4x2 #2 Ds SP TRUE TRUSS INC. SOURCE Program IOOF lZ WEBS 138 si 0% OL BC 5 4x2 #3 SP CENTEX LOT 53 SLS - 21 Jul 1993 S yq MEMBER TRUSS PLATE INSTITUTE TOTAL 55 EXCEPT AS MAY BE NOTED 11 LUMIER SMALL BE OF THE SPECIFIED MINIMUM GPADES. 51 CONNECTCP PLATES SHALL BE :NSTALLEO SYMMETRICALLY ON 101 ALL TENSION CHORD MEMBERS ASSUMED TO BE CONTINUOUSLY 131 / INOICATES LATERAL BRACING MEMBER (IX. MIN 1 SPECIES, AND 191 MAXIMUM MOISTURE CONtEN T. OR SUCH THAT THE JO NI BRACED BY EITHER 3/e' (MIN) PLYWOOD SHEATHING. 1/2' 141 INSTALLATION AND ERECTION Cf THE TRUSS. PERMANENT, AND IS OF HIGHER ALLOWABLE STRESS VALUES. ALL VALUES USED 61 TOP CHORD SPLICES ARE NOT RE�OMMENOEO TO OCCUR (MINI DRYWALL OR BRACING MEMBERS SPACED 23' o C. MAX). TEMPORARY BRACING SHOULD BE CONE IN ACCORDANCE WIT. FOR DESIGN ARE BASED ON THE LATEST EOITIDN OF THE NA- DIRECTLY ABOVE A BOTTOM C.ORO SPLICE UNLESS NOTED OTHERWISE. CURRENT TPI BRACING AND ERECTION PUBLICAT IDNS. TI ONAL DESIGN STANDARDS PL-OLISHEO BY THE NATIONAL 7) V-2000 APPROVAL NUMBERS: UBC 2342, FHA TCB 2014, SBCC 111 ALL COMPRESSION CHORD MEMBERS ASSUMED TO BE CON TINJOUSLVISI THIS DE 51 ON CONFORMS TO CURRENT TPI DESIGN SPECIFICA- FORESt PROD TS A550CIATI ON 7251. BOCA FILE EM-125 BRACEO By EITHER 3/B' (MIN i PL YWOOO SHEATHING, 1/2' LIONS FOR Me TAL>L AIE CONNECIEO.000 TRESSES AND 21 TM[S DE GN IS BASED ON CLARY CONNECTOR PLATES ONLY al THIS TRUSS HAS BEEN CESIGNEO FOP THE LOADING SHOWN (MIN 1 DRYWALL OR BRACING WE SPACED AT 37' a C QUALITY STANDARDS FDR TRUSSES 31 CONNECTOR PLATES SIZES ARE BASED ON AXIAL FORCES ONLY. ON THIS DRAWING. INSTALLATION AND USE SHALL CONFORM IMAX). UNLESS NOTED OTHERWISE 151 NO MEMBER OF THE TRUSS MAY BE CUT OR MODIFIED IN ANY WAY. 4) CONNECTOR PLATE SIZES ARE CALLED OUT WIDTH (ACROSS SLOTS) WITH TH15 OESIGN. 121 ® INDICATES BEARING LOCATION. 171 SPECIAL HANDLING CARE SHOULD BE TAKEN DURING IN AND By LENGTH (ALONG SLOTS) ANO THE ORIENTATION OF THE SIZE 91 THIS DESIGN IS APPLICABLE TO SHORTER SPAN TRUSSES OF ERECTION OF TRUSSES. SEE HI9-91 FOR RECDMMEMOATt ONS. CALL OUT IS THE PEOUIPEO DIRECTION OF THE PLATE WIDTH. IOENTI CAL LOADING AND CCNF IOURATION. =000 WeO Lengtn MaXlmum Oef lection occurred at bottom loin[ f6. -CONFIGURATION 6 LOADING SPECIFIED BY FABRICATOR. W-Plate tur neo 90 Deg. MaX imum Live G: Index-reflect ion of 197", IntleX- 281, IL/127W -UNBALANCED LOAD CASES HAVE BEEN CONSIDERED TP=Typical Panel Maximum Total LoaO Cefle❑tion of .271 . Index=.258. (L/930) -PLATE TOOTH VALUE REDUCED BY 15%, Total Quantity Of trusses = 9 -HCPIZ. STPONG8ACKS PEP PCT-BO SECTION 806 REO. 1010 67 L * A 4 X x x x X x x x x v m m m N m m m m 2x3 SB" zz� Q v m m m x x x x m x x x x x v m m m x In m m v m (v R=752 R-1821 (3.51 [ .51 9-1-6 1-6-0 11 21-0-0 TP=30" T p" 21-4-0 7 PLF FORCES (Left to R1gnt) TOP -669 -1587 -2343 -2731 -2731 -2645 -2255 -1526 -460 0 WEBS -748 946 -887 627 -600 376 -365 205 -105 -32 -125 166 -413 432 -651 679 -906 931 -1713 842 -896 BOT 0 1265 2091 2589 2731 2731 2533 1964 1070 -198 -198 CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBER TRUSS: DWG. f ALPINE ENGINEERED PRODUCTS Inc V-2000 1-4-0 LL TC 40 1-4x2 N2 DS SP 21'4° FT 17�t3Z 1801 S. GIN PKWY. BC LUMBER ENG. FOR: ENG BY: Z GRAND PRAIRIE, Tx 75051 6. 1 E/6. OL TC 10 1-4x2 N2 DI SP (214) 660-3940 LL BC 0 TRUE TRUSS INC. SOURCE Program �� of WEBS MEMBER TRUSS PLATE INSTITUTE 714 51 0% TOTAL 55 AS MAY BE NOTED CENTEX LOT 53 SLS - 21 Jul 1993OL BC 5 4x2 M3 SP I '}�' EXCEPT110__ _ ___ 1) LUMBERSMALL BE OF THE SPECIFIED MINIMUM ;PACES. 51 CONNECTOR PLACES STALL BE INSTALLED Sr MMEtRICALPAL EL+ ON 101 ALL TENSION CrGPO MEMBERS ASSUMED TO BE CONTINUOUSLY 131 fi INDICATES LAT 3 C:`G MEMBER I1XA MIN I SPECIES. AND 791 MAXIMUM MOISTURE CONTENT, OR SUCH THAT THE JOINT BRACED BY E 'HER 3/8' MINI RLrMOoO SHEATHING. 1/2' 141 INSTALLATION AND ERECTION •° 'HE TRUSS, PERMANENT. AMC IS OF HIGHER ALLOWABLE STRESS VALUES. ALL VALUES USED 61 TOP CHORD SPLICES ARE NOT RECOMMENCED TO OCCUR IMIN) DRYWALL CR BRACING MEMBERS SPACED 23' u c. (MAX).(MAXI, TEMPORARY SPACING SHOULD - CONE IN ACCORDANCE MIT. FOR DESIGN ARE BASED ON THE LAIESt EDITION OF THE NA- DIRECTLY ABOVE A BOTTOM CHORD SPLICE UNLESS NOTED O C'PPMISE. CIiRRENT TPI BRACING AND E=EL':CN PUBLICATIONS. T IONAL DESIGN STANDARDS PUBLISHED BY THE NATIONAL 71 V-2000 APPRCYAL NUMBERS: UBC 2342. FHA TOO 2014, SBCC 11) ALL COMPPESS17% CHOPO MEMBERS ASSUMED TO BE CONIIWOUSLYIS) THIS DESIGN CONFORMS TC C.PRENr rpt DESIGN SPECIFICA- FOREST PRODUCTS ASSOCIATION 7251, eOCA FILE e!-125 SPACED BY E17-5.3/8' (w IN I PLYWOOD SHEATHING, 1/2' TIONS FOR PETAL PLATE C''N E�EO *COO TRUSSES AND 2) THIS DESIGN IS BASED ON CLARY CCNNECTOP PLATES ONLY el THIS TRUSS —S SEEN CESIGNEO FDP THE LOADING SHCWN (MIN I ORYWALL :P BRACING MEMBERS BRACED AT 37' R c GUALITY STANDARDS FDP rR,SSES 31 CONNECTOR PLATES SIZES ARE BASED ON A%UL FORCES JNLY. ON THIS OPAWINe INSTALLATION AND USE SHALL CONFORM (MAX). UNLESS NDT EC OTHERWISE 161 NO MEMBER OF THE TRUSS MAY 3E CUT DR rCOIPIED IN ANY RAY. 4) CC) PLATE SIZES ARE CALLED OUT WIDTH (ACROSS SLOTS) WITH THIS DES!3, . 121 ® INDICATES SEARING LOCATION, 171 SPECIAL CANpLING CARE SMC...:) ?E TAKEN CURING SHIPPING AND BV LENGTH (ALONG SLOTS) ANO THE ORIENTATION OF THE SIZE 91 THIS DESIGN /5 APPLICABLE TO SHORTER SPAN TRUSSES OF ERECTION OF TRUSSES. SEE -5-91 FOR PECOAMENDATIONS. CALL OUT IS THE REGUIPED DIRECTION OF THE PLATE WIDTH, IDENTICAL LOADING AND CONFIOURATION. =Oao 1101, Len9tn Maximum oefleCtlCn OCCurreo at Octtom )otnt 07. -CONFIGURATION S LOADING SPECIFIED 9 --ABRICATCR "plate tur n ea 90 DO Maximum L-e Loaa Deflection of 31 iDoex- 443, (L/813) -UNBALANCED LOAD CASES HAVE BEEN CC%S:3EPEO TP=Typical Panel Maximum Total LCaa OefleCtlon of 426 IrCex=.406. (L/592) -PLATE TOOTH VALUE REDUCED BY 15%, Total Ouarttty of trusses = . -HOPIZ. STPONG8ACKS PER PCT-80 EEC':'CN 500 REG. 107 1010 200 67 L >« a) In t1, x 0 to Lo �1 In Ln x fx f\ N Ix U3 lA to CIO a) 18" 2x3 2X✓,o co n LD Xt OD J1 LO m In Ino_ Ln t- LTS x x to x x x x x x x n n X n t1, LD LD Do X n to CV CO R-1558 R-3452 (3.51 ( .51 4-i-8 1-10-0 11-4-0 9-B-0 TP=30" TP=30" T 21-4-0 7 LF FORCES (Left to Right) TOP -1643 -5764 -5764 -7749 -9921 -10158 -8327 -6114 -2253 0 WEBS -1444 2123 -2501 2980 -1084 -1049 2614 -1606 1117 -1054 -165 -759 853 -1611 1229 -2134 2190 -3004 2875 -2503 -100 -623 BOT 0 3502 5754 5764 9091 10745 10745 9524 7700 4486 28 28 CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBER TRUSS: DWG. ALPINE ENGINEERED PRODUCTS Inc V-2000 3-4X2 M2 OS SP 21'4" FTG A �7 Ci 3 Z 1-4-0 LL TC 40 1801 S. GSW PKWY. BC LUMBER ENG. FOR: ENG 8Y: GRAND PRAIRIE. TX 75051 6.1 E/6. OL TC 10 3-4x2 #2 Os SP (214) 660-3940 LA LL BC 0 TRUE TRUSS INC. SOURCE Program 'Z OF 12 WEBS 1932 si 0% OL BC 5 4x2 #3 SP EXCEPT AS MAY 8E NOTED S MEMBER TRUSS PLATE INST2TUTE TOTAL 55 CENTEX LOT 53 SLS - 21 Jul 1993 IN` ____ _ _ �_ ._. (�J� CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD j ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 08-00001099 Date 8/08/08 Property Address . . . . . . 1628 W LINKSIDE DR Application type description MECHANICAL ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 ---------------------------------------------------------------------------- Application desc REPLACE CONDENSER & AIR HANDLER ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ STONE, DENNIS & DUTKA, NANCY L ONE HOUR AIR Q/A:EDDY, CRAIG FARREL ATLANTIC BEACH FL 32233 1015 ATLANTIC BLVD 249 ATLANTIC BEACH FL 32233 ---------------------------------------------------------------------------- Permit MECHANICAL PERMIT Additional desc . . Permit Fee . . . . 87 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 2/04/09 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 87 . 00 87 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 87 . 00 87 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. Yt, vff CITY OF ATLANTIC BEACH .07 .._-."...�_. * s 800 SEMINOLE ROAD,ATLANTIC BEACH,FL 32233 �_.._.. I OFFICE:(904)247-5826•FAX NO.:(904)247-5845 BUILDING-DEPT@COAB.US MECHANICAL PERMIT APPLICATION DUVAL COUNTY 1,wJOBIADDRESS "',,.,:. ... �..' �,: ,.... .�; a€ 2:IS,THIS`ASUB PERMIT ,uur,,. "3:DATE§' " w 1628 �-I/IJKStD(Ei D& W • xwo Atlantic Beach FL 32233 DYES PERMITM 8 8 Dg W: 4.NAME: ADDRESS IF DIFFERENT FROM JOB ADDRESS: N47-Z-10 ONE: Amy 5.s©/u .� . .,..... MCO►�TRACTOR.. 7.NAME OF COMPANY: 8.ADDRESS.: .:IjQ STANT 1.,LC r,►3� n 19V 1 9.STATE OF FLORIDA LICENSE NO: 10.CELL PH N `� 11.FAX NO.: 7 ) 2 L4 1�2.`EMAIL R��DREISS: 13.OFFICE PHONE: 14. cJ Application is hereby made to 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 construction or work is suspended or abandoned for a period of six(6)months at any time after work is commenced. CONTRACTORS SIGNATURE:: 15 CLASS OF YUORFC . .... ) " .. 16.BUILDING:`=r ..,. 173 ER1(ICE ..."qk�_ •"• j8.GURRENT"CODE r"a.. ., r.. ❑NEW INSTALLATION ❑ NEW ESIDENTIAL 06 FLORIDA BUILDING CODE- kREPLACEMENT OF EXISTING SYSTEM XISTING ❑COMMERCIAL MECHANICAL ❑ALTERATION/ADDITION TO EXIST SYSTEM ❑REPAIR ❑OTHER ., MECHANICAL"EQLIFMENT,,TO�BE NSTAL`LED , 19. HEAT: ❑SPACE ❑ RECESSED ENTRAL ❑ FLOOR BURNERS: 20.AIR CONDITIONING: ❑ ROOM ENTRAL 21. DUCT SYSTEM: MATERIAL: THICKNESS: MAX CAPACITY: Cfm 22.REFRIGERATION: MAX CAPACITY: Cfm 23.COOLING TOWER: CAPACITY: gpm 24.FIRE SPRINKLER: NUMBER OF HEADS: 25.LIFT SYSTEM: ELEVATOR: MANLIFT: ESCALATOR: AUTOLIFT: 26.COMMERCIAL HOOD NUMBER: 27. FIREPLACE: PREFABRICATED: MASONRY: 28.IRRIGATION: ❑ PUMP ❑WELL ❑ PIPING 29.GAS PIPING: #OF OUTLETS: ❑GAS AHU: ❑GAS WATER HEATER: 30.OTHER-SPECIFY: SOLAR HEATING, BOILERS,UNFIRED PRESSURE VESSEL,HEAT EXCHANGER OR COIL IN DUCTS ETC. IVALUE FOR OTHER ITEMS: Ja• `= .n... •;. ", " ." .s ��, , 1,COOLING:EQUIPMENT RCONDITIONINGREFRIGERATION IPMENTCONDERSORS'ETC:„,•:,� ' NUMBER APPROVING OF UNITS DESCRIPTION MODEL# MANUFACTURER TONS AGENCY t- ,0 CA,)oetiSe AS-2-t 1 LIOLI2j m tiA 12 l 32.JiEATIN(3 EQUIPMENT FURNACES BOILERS 'FIREPLACEWAIh`HANDLER3 ETC.'( x APPROVING OF UNITS DESCRIPTION MODEL# MANUFACTURER BTU AGENCY N E'_rl H- �/2 O 1 rn qti 2 , iii ,. .; ,m .."v r IF- .. .� 1 _ .., , 3$.TANKS. ,a9 , .:.: r ,a..''.�. a ` tp."�I, s NUMBER GALLONS CONTAINED MANUFACTURER SERIAL# AGENCY COAB FORM BLOG03:REVISED:8/13/2007