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Permit 1592 Linkside DR (vault) WORK JOB ADDRESS PROPERIT OWNER TEL THONE CONTBACTOR (9 TEL F.PHOME r,2 PEAWTATIAMER -DATE izvsmcriom. -xFoon7vG :1/2-6le-o SLAB TIE BEAM LJNM NALLEV&SHEATHING FPAAIVVGICOVF-R UP VVSUL,47TON ,�CFVVAL BULEDING CER77FIC,47E OF OCCUPANCY Ef. 71WCAL PERMM EVSPEC77ONS ROUGH FINAL MECHANIC4L PERAffr# INSPEC77ONS ROUGH FINAL PLUAMEVG PERMM EVSPEC77ONS ROUGHIUNDER SLAB TOPOUT MATEMSEMER FVVAL NOTES. va')�i r , 92_0 j AJ5 PQ 01" Of 40t.414 $sack- ,owo JOIA fo,I 01 6t 4L vor Date PV cond� kAeavl�cj collackol V:,jTe V\ar_e dT SS \7)1,VaD 109 O\lk Sewet ?kO'j9P?O\e jeolp v(IdM co X()tk Itispso vos� 0 SO V:Ovk \Ned, ok 'le 001). Date vls,er-110 CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 SEMINOLE ROAD-ATLANTIC BEACH, FL 32233-TEL: 247-5826-FAX: 247-5877 PERMIT INFORMATION LOCATION INFORMATION Permit Number: 18524 Address: 1592 LINKSIDE CIRCLE SOUTH PermitType: SCREEN ENCLOSURE ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: 47 Proposed Use: SINGLE FAMILY Lot(s):137 Block: Section: Square Feet: Subdivision: SELVA LINKSIDE i Est. Value: Parcel Number: BK.47,P.85-85B Improv. cost: 10,780.00 OWNER INFORMATION Date Issued: 7/20/1999 Name: JANOSIK, JOHN Total Fees: 97.50 Address: 1592 LINKSIDE COURT Amount Paid: 97.50 ATLANTIC BEACH, FL 32233 ---Date Paid: 7/20/1999 Phone: (000)000-0000 Work Desc: ALUMINUM SCREEN ENCLOSURE CONTRACTTOR(S) APPLICATION FEES SCHNORR HOME IMPROVEMENTS PERMIT 97.50 Inspections Requi.red FOOTING 1 FINAL BUILDING 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. $97.5014 Date: 7/28/99 01 Receipt; @V5472 CHECKS 1148 ATLANTIC BE BUILbmQ -DEPT. 00100003221000 CITY OF ATLANTIC BEACH PERHIT CALCULATION SHEET Address—/-5-'q 2- 1 AMS fPr Date -7 - Ct Heated Sauare Footage $ 0) P�---r S,-,-T Garage/Shed $ __per sa S Carport/Porch —per sq 11- D e c @ per sc� Patlo �a per sa tt TOTAL VALUATION : S /n 2 �0 4r, $ T(.-',al Iles n 1st 7ke S Remain/i/ing Value $�3- per thousand or Dortion thereoft TOTAL BUILDING FEE 8 + 1/ 2 Filing Fee 15 ?2--S� Firepiaces @ $15 , 00 S BUILDING PERMIT FEE S WATER IMPACT FEE SEWER IMPACT FEE WATER METER/TAP CAPITAL IMPROVEMENT SEWER TAP ) RADON (HRS ) . 0050 SECTION H PAVING HYDRAULIC SHARES S CROSS CONNECTION SURCHARGE . 0050 OTHER $ GRAND TOTAL DUE ZP ADDITIONAL PERMITS OR FEES : Mechanical Plumbing Electric/New Electric/Temp_: SwimminaPool Septic Tank ; Sign Finish Floor Elevation Survey Other CALCULATIONS and/or NOTES : R,E C Eta 5 1999 CITY OF ATLANTIC BEACH PE=T APPLICATION REMODEL, ADDITIONS, OR ALfg"rMNSI,�- Beach 2-10VING,DMIOLXTIONS floildliv, and !I--)ninV, Owner(s) : Address: I Je Phone: Z t'e'l Ls , -) q 1 7--Z lot 4 1-31 Block or Unit # Subdivision: -5e- l %,Ia Contractor:-�;&4 pt L911 JA & !±n:� 1";�Plvlouew4efttt� State License # (�� E cc q /e7L�'F Addre s s:6,&Y P6;//,' S At.)y Phone No: :5,Z 6 7 City TdCl 145'0AV1f state Zip Code-3R'z'5-6' Describe work to be done: QJVmt('N"y-\ S c�� ---n C.(C"T"-4z L.-;�+k" CID—illvs L foi>r�-t CCC)�U,,,c, dnts sep-akil lip rG,4,A, 6,ovL,) PGFr --Cjqq�, Present use of buildina: 00"Ct-4k 71aluation of Pr000sed Construction: 303'op Proposed use: 0A1JN-tn'.&,(\ �Crlt� eA'N<-WrVr*- s z*-.is an addition? �tc if ves, what are the di-imensions of the added space: (0 ft. X Aq,(P, ft. Will the added area be heated and cooled? �jo_ New eiectrical (or increase) ? New plumbing fixtures? Ajo New fireolace?Ajo New Hea:/AC? SURMXT TRREE (COMIERCIAL) TWO (RESXLENT.T-AL) C01-1PLETE SETS OF PLANS, INCLUDING SITE PLAN, SURVEY, ENERGY CODE FORKS, NOTICZ or COMdENCE2,1ENT, AND OWNERICONTRACTOR AE71DAVIT, IF OWNER IS CONTRACTOR. Signature OWNER: Date: 0S 1 Is- IS S il�j Signature CONTRACTOR: Date: Sworn to and subscribed before me this day of NOTARY PUBLIC STATE OF FLORIDA AT LARGE iRAP SH0WVVG BOMOARY SV-RVEY OF LOT 1-37 _ BLOCK I - AS SHO WAT ON JIL4P OF 5-674 kl�9 Zllvlf"51,06- (�IAIl 7- Z AS RECORDED IN PLAT BOOK- 4 7 pA GES 96--9 OF THE PUBLIC RECORDS OF DUVAL COUNT),, FLORIDA CERPRED FOR:-1.o11A1X. i 0,qrR1c1,q /F 177aR7-4�-,qe;:S- 141C. -.5_7:FwQ,4,r 7_17-Z,:�5_ '77,E-7W01PaZ_17�qA1 7_1774,E_ � 6�Z-1,4RAA17-V eL?. DRI VE S0�17_,Xll (5-0 '191W) Al ?9 0 2(. '00 6". -5-0. 3o.0 5'�� (7 _% N rr .7 r') N �.O 7- 13 0.2. N 0, 3 N Lj 57DAY co 0 A/llq COQuIAIA 9 2 ul 151999 0", C 'o"V All city Atl�im.lc Boach Bu Alld 7oning., A. o.z A40, leo -7 7' v \NY'0 7- 7- _57cE-C . / 7 THE PROPERTY SHOW HEREON APPEARS TO LIF WTLJIN FLOOD HAZARD ZONE X ASTE= FROM FLOOD 4SIE-Ac It-Ir- INSURANCE RA TE MAP FOR THE Cl Fy OF 'Q 7 4 A"'171 FL ORIDA, DA TEO AND /,T _1714nW A CZ A rf'MIP7r4�'Y nAll Y A AM f)1)9'Q A//')7 /'/)A/CT777 I A A"-.1 -- I� FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM 60OC-97 Residential Limited Applications Prescriptive Method C NORTH 1 2 Small Additions,Renovations&Building Systems Department of Community Affairs Compliance wfth.Method C of pter 6 of the Florida Energy Efficiency C ay be demonstrated by the use of Form 6DOC-97 for additions of 600 square feel or less,sile-installed components of manufactured homes,and renovations to single and multifamily residences. Alternative methods are provided for additions by use of Form 60OB-97 or6OOA-97. PROJECT NAME: dt-,6n g:IL-knort)L BUILDER: &_Vw)-orr _epm or'o AND ADDRESS: t&-ga L140L PERMITTING CLIMATE PA-k.-A,� Lkkc,-�, ., C-L. :3;2;233 OFFICE: ZONE: 1 0 2 [:]3 OWNER: PERMIT NO. JURISDICTION NO.:12�(.I /.I I SMALL ADDITIONS TO EXISTING RESIDENCES(600 Square feet or less of conditioned area). Prescriptive requirements in Tables 6C-11,6C-2 and 6C-3 apply only to the components of the addition,not to the existing building. Space heating,cooling,and water heating equipment efficiency levels must be met only when equipment is installed specifically to serve the additi on or is being installed in conjunction with the addition construction. Components separating unconditioned spaces from conditioned spaces must meet the prescribed minimum insulation levels. RENOVATIONS(Residential buildings undergoing renovations costing more than 30%of the assessed value of the building). Prescriptive requirements in Tables 6C-1 and 6C-2 apply only to the components and equipment being renovated or replaced. MANUFACTURED HOMES AND BUILDINGS,Only site- installed components and features are covered by this form.BUILDING SYSTEMS Comply when complete new system is installed. Please Print CK 1. Renovation, Addition, New System or Manufactured Home 1. 2. Single family detached or Multifamily attached 2. 3. If Multifamily-No. of units covered by this submission 3. 4. Conditioned floor area (sq. ft.) 4. 5. Predominant eave overhang (ft.) 5. 6. Glass area and type: Single Pane Double Pane a. Clear glass 6a. sq. ft. _sq. ft. b. Tint, film or solar screen 6b. sq. ft. iL5 sq. ft. 7. Percentage of glass to floor area 7. :)�:7_ % 8. Floor type and insulation: a. Slab-on-grade (R-value) 8a. R= lin. ft. b. Wood, raised (R-value) 8b. R= sq. ft. c. Wood, common (R-value) sc. R= sq. ft. d. Concrete, raised (R-value) 8d. R= sq. ft. e. Concrete, common (R-value) Be. R= sq. ft. 9. Wall type and insulation: a. Exterior: 1. Masonry (Insulation R-value) 9a-1 R= 3 sq. ft. 2. Wood frame (Insulation R-value) 9a-2 R= sq. ft. b. Adjacent: 1. Masonry (Insulation R-value) 9b-1 R= sq. ft. 2. Wood frame (Insulation R-value) 9b-2 R= sq. ft. c. Marriage Walls of Multiple Units* (Yes/No) 9C 10. Ceiling type and insulation: a. Under attic (Insulation R-value) 1 Oa. R= sq. ft. b. Single assembly (Insulation R-value) 1 Ob. R= sq. ft. 11. Cooling system* (Types: central, room unit, package terminal A.C., gas, existing, none) 11. Type: SEER/EER: 12. Heating system*: (Types:heat pump,elec.strip,natural gas,L.P.gas, 12. Type: (2-1��- gas h.p.,room or PTAC,existing,none) HSPF/COP/AFUE: 13. Air Distribution System*: a. Backflow damper or single package systems* (Yes/No) 13a. b. Ducts on marriage walls adequately sealed* (Yes/No) 13b. 14. Hot water system: 14. Type: (Types:elec.,natural gas,other,existing,none) EF: Pertains to manufactured homes with site installed components. I hereby certi I hAtIlhe cifications covered by the calculalion Irein Review of plans and specifications covered by this calculation indicates compliance cert�,�Ih w ync,w I Pal Rse 3rrag'U%S6Pde elp compliance wit th oric ilh the Florida Energy Code. Before construction is compli d this building will be PREPARED BY: 1 11 DATE: inspected for compliance in accr"!"Tce with Secto 553. F.S I hereby certify th his uilding n complia ce with the Florida Energy Codo. BUILDING OFFICIAL: 0"S J eo- OWNER AGENT: 4A N rcAw DATE: -7(f DATE: limate Zones 1 2 3 T ABLE 6C-1: PRESCRIPTIVE REQUIREMENTS FOR SMALL ADDITIONS(600 Sq.FL and Less),RENOVATIONS TO EXISTING BUILDINGS AND SITE-INSTALLED COMPONENTS OF MANUFACTURED HOMES. MINIMUM INSULATION MINIMUM INSTALLED COMPONENT INSULATION INSTALLED EQUIPMENT EFFICIENCY EFFICIENCY concrete R-7 Central A/C-Soit SEER = 10.0 SEER = C/) Frame,2'x 4' R-11 z: -Single Pkg. SEER = 9.7 SEER = _J Frame,2'x 6' R-19 < Room unit or PTAC EER = 8.5* EER = Common,Frame P-11 Common,Masonry R-3 Electric Resistance ANY Under Attic R-30 W Single Assembly;Enclosed 0 Heat pump-Split HSPF = 6.8 IHSPF = Z Frame R-19 Single Pkg. HSPF = 6.6 HSPF = J Metal Pans R-13 i UJI Room unit or PTHP COP = 2.7- HSPF/ = Lu Single Assembly;Open R-1b Common,Frame R-11 COP CL Gas,natural or propane AFUE = .78 AFUE = CD Slab-on-grade No Minimum U) cc Fuel Oil AFUE = .78 AFUE = 0 Raised Wood R-19 0 Raised Concrete R-7 _J u_ Common,Frame R-11 L- Electric Resistance EF = .88 EF = U f<- Gas; Natural or L.P. EF = .54 EF 0 In unconditioned space R-6 3: In conditioned space No minimum Fuel Oil EF = .54 EF See Table 6-3.6-7 TABLE 6C-2: PRESCRIPTIVE REQUIREMENTS FOR GLASS AREAS IN ADDITIONS ONLY Maximum percentage glass to floor area allowed is selected by type,overhang length,and shading coefficient. Maximum% Installed% GLASS TYPE,OVERHANG,AND SHADING COEFFICIENT REQUIRED FOR GLASS PERCENTAGE ALLOWED UP TO 20% UP TO 30% UP TO 40% UPT 50P Single Double Single Double Single Double Single Cdoubf� OH-SC OH-SC OH-SC OH-SC OH-SC OH-SC OH-SC OH-SC 1'- 1.0 0'-.90 2'-1.0 1'- .90 2'-.90 3-.90 0%.86 l'-.86 0'-70 NOT l'-.70 NOT Z--70---_-, 0'-.65 ALLOWED 0'-.50 ALLOWED 0'-.40 SHGC or SC may be obtained from the manufacturer. Single clear SC 1.0,double clear SC .90,and single lint SC=�66. SHGC-.87=SC TABLE i I MINIMUM REQUIREMENT S FOR ALL PACKAGES COMPONENTS SECTION REQUIREMENTS CHECK Exterior Joints&Cracks 606.1 To be caulked,gasketed,weather-stripped or otherwise seated. Exterior Windows&Doors 606.1 Max.0.3 cfm/sq.ft.window area;.5 cfm/sq.ft.door area. Sole&Top Plates 606.1 Sole plates and penetrations through top plates of exterior walls must be sealed. Recessed Lighting 606.1 Type IC rated with no penetrations(two alternatives allowed). Multi-story Houses 606.1 1 Air barrier on perimeter of floor cavity between floors. r-4 4 ExhaustFans 606.1 Exhaust fans vented to unconditioned space shall have dampers,except for combustion devices with integral exhaust ductwork. JA Combustion 606.1 Combustion space and water heating systems must be provided with outside combustion air, Heating except for direct vent appliances. -(A Water Heaters 612.1 Comply with efficiency requirements in Table 6-12. Switch or clearly marked circuit breaker(electric) ev 1A or cutoff(gas)must be provided. External or built-in heat trap required. Swimming 612.1 Spas&heated pools must have covers(except solar heated). Non-commercial pools must have a Pools&Spas pump timer.Gas spa&pool heaters must have minimum thermal efficiency of 78%. Hot Water Pipes 612.1 Insulation is required for hot water circulating systems(including heat recovery units). -14A Shower Heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. HVAC Duct 610.1 All ducts,fittings,mechanical equipment and plenum chambers shall be mechanically attached, Construction, sealed,insulated and installed in accordance with the criteria of Section 610.1. Ducts in attics must be Insulation&Installation insulated to a minimum of R-6. Air handlers shall not be installed in attics unless in mechanical closets., HVAC Controls 607.1 1 Separate readily accessible manual or automatic thermostat for each system. GENERAL DIRECTIONS: 1. On Table 6C-1 indicate the R-vaJue of the insulation being added to each component and the efliciency levels of the equipment being installed.All R-values and efficiencies installed must meet orexceed the minimum values listed.Components and equipment neither being added nor renovated may be left blank. 2. ADDITIONS ONLY. Determine the percentage of new glass to conditioned floor area in the addition as follows. Total the areas of all glass windows,sliding glass doors and glass door panels. Double the area of all non- vertical roof glass and add it to the previous total.When glass in existing exle6or walls is being removed or enclosed by the addition,an amount equal to the total area of this glass may be subtracted from the total glass area, Divide the adjusted glass area total by the conditioned floor area of the addition. Multiply by 100 to get the percent. Find the largest glass percentage under which your calculated percentage falls on Table 6C-2.Prescriptives are given by the type of glass(Single or Double pane)and the overhang(OH)paired with a shading coefficient(SC). For a given glass type and overhang,the minimum shading coefficient allowed is specified. Actual glass windows and doors previously in the extenor walls of the house and being reinstalled in the addition do not have to comply with the overhang and shading coefficient requirements on Table 6C-2.All new glass in the addition must meet the requirement for one of the options in the glass percentage category you indicated.The overhang(OH)distance is measured perpendicularly from the face of the glass to a point directly under the outermost edge of the overhang. 3. RENOVATIONS ONLY. Replacement glass needs to meet the following requirements. Any glass type and shading coefficient may be used for glass areas which are under at least a two foot overhang and whose lowest edge does not extend further than 8 feet from the overhang. Glass areas being renovated that do not meet this criteria must be either single-pane tinted,double-pane clear or doub(e-pane tinted. 4. BUILDING SYSTEMS.Comply when new system is installed for system installed. 5. Complete the information requested on the top half of page 1. 6 Read'Minimum Requirements for Small Additions and Renovations",Table 6C-3,and check all applicable items. 7. Read,sign and date the"Owner/Agent'cerlification statement on page 1. -2- FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM 60OC-97 Residential Limited Applications Prescriptive Method C NORTH 1 2 Small Additions,Renovations&Building Systems Department of Community Affairs Compliance with Method C of Chapter 6 of the Florida Energy Efficiency Code may be clemonstraited by the use of Form 60OC-97 for additions of 600 square feet or less,site-installed components of manufactured homes,and renovations to single and multifamily residences. Aftemative methods are provided for additions by use of Form 60OB-97 or 60OA-97. PROJECT NAME: -d-ei 6n 6-anor I BUILDER: SC_Ir-,nVrr- -PM,0170 VA-Y-44* ANDADDRESS: j)rC, PERMITTING CLIMATE _ 3.123-7 &.Qlk ZONE: 1 Pr"_1N1_hz. OFFICE: F)4(,A,*z 2 1:13 9 OWNER: PERMIT NO. JURISDICTION NO.: (0 SMALL ADDITIONS TO EXISTING RESIDENCES(600 Square feet or less of conditioned area). Prescriptive requirements in Tables 6C-1,6C-2 and 6C-3 applyonly to the components of the addition,not to the existing building. Space heating,cooling,and water heating equipment efficiency levels must be met only when equipment is installed specifically to serve the addition or is being installed in conjunction with the addition construction. Components separating unconditioned spaces from conditioned spaces must meet the prescribed minimum insulation levels. RENOVATIONS(Residential buildings undergoing renovations costing more than 30%of the assessed value of the building). Prescriptive requirements in Tables 6C-1 and 6C-2 apply only to the components and equipment being renovated or replaced. MANUFACTURED HOMES AND BUILDINGS.Only site- installed components and features are covered by this form.BUILDING SYSTEMS Comply when complete new system is installed. Please Print CK 1. Renovation, Addition, New System or Manufactured Home 1. 2. Single family detached or Multifamily attached 2. 3. If Multifamily-No. of units covered by this submission 3. 4. Conditioned floor area (sq. ft.) 4. -29�; 5. Predominant eave overhang (ft.) 5. 6. Glass area and type: Single Pane Double Pane a. Clear glass 6a. _ sq. ft. -sq. ft. b. Tint, film or solar screen 6b. sq. ft. sq. ft. 7. Percentage of glass to floor area 7. �A:-7- % 8. Floor type and insulation: a. Slab-on-grade (R-value) Ba. R= lin. ft. b, Wood, raised (R-value) 8b. R= sq. ft. c. Wood, common (R-value) 6c. R= sq. ft. d. Concrete, raised (R-value) Bd. R= sq. ft. e. Concrete, common (R-value) Be. R= sq. ft. 9. Wall type and insulation: a. Exterior: 1. Masonry (Insulation R-value) 9a-1 R= sq. ft. 2. Wood frame (Insulation R-value) 9a-2 R= sq.ft. b. Adjacent: 1. Masonry (Insulation R-value) 9b-1 R= sq. ft. 2. Wood frame (Insulation R-value) 9b-2 R= sq. ft. c. Marriage Walls of Multiple Units* (Yes/No) 9C 10. Ceiling type and insulation: a. Under attic (Insulation R-value) 1 Oa. R= sq. ft. b. Single assembly (Insulation R-value) 1 Ob. R= sq, ft. 11. Cooling system* (Types: central, room unit, package terminal A.C.,gas, existing, none) 11. Type: Rqvt-� SEER/EER: & 12. Heating system*: (Types:heat pump,elec.strip,natural gas,L.P.gas, 12. Type: gas h.p.,room or PTAG,existing,none) HSPF/COP/AFUE: 13. Air Distribution System*: a. Backflow damper or single package systems* (Yes/No) 13a. b. Ducts on marriage walls adequately sealed* (Yes/No) 13b 14. Hot water system: 14. Type: (Types:elec.,natural gas,other,existing,none) EF: Pertains to manufactured homes with site installed components. I hereby cert�g I I he IAS arld specifications covered by the calculalion Ire in Review of pans and specifications covered by this calculation indicates compliance c,w n.ru ton's itlete compliaynce wit�I ri&rpe1r5g(,cOde with the Florida Energy Code. Before co st ct, I d,this building will be inspected Jor compliance cord nc,wit clion .90 F.S. PREPARED BY: DATE: I hereby certify th Lhi s uilding in comp1ja th the Florida Energy Cod BUILDING 0. OWNER AGENT: DATE: 7 L�- DATE: limate Zones 1 2 3 TABLE 6C-1:PRESCRIPTIVE REQUIREMENTS FOR SMALL ADDITIONS(6W Sq.FL and Less),RENOVATIONS TO EXISTING BUILDINGS AND SITE-INSTALLED COMPONENTS OF MANUFACTURED HOMES. MINIMUM INSULATION MINIMUM INSTALLED COMPONENT INSULATION INSTALLED EQUIPMENT EFFICIENCY EFFICIENCY Concrete R-7 Central A/C-Split SEER = 10.0 SEER = CID Frame,2'x 4' R-11 -Z -Single Pkg. SEER = 9.7 SEER = _J Frame,2'x 6' R-19 Common,Frame R-11 0 Room unit or PTAC EER = 8.5* EER = Common,Masonry R-3 Electric Resistance ANY Under Attic R-30 co Single Assembly;Enclosed 0 Heat pump-Split HSPF = 6.8 HSPF = 0 z Z Frame R-19 Single Pkg. HSPF = 6.6 HSPF = J Metal Pans R-13 m unit or PTHP COP = 2.7- HSPF/ = UJ Single Assembly;Open R-10 LU 0 Common,Frame R-11 0 COP cc CL- Gas,natural or propane AFUE = .78 AFUE = 0 Slab-on-grad No Minimum U) Fuel Oil AFUE = .78 AFUE = 11 Raised Wood R-19 0 0 Raised Concrete R-7 --I ILL Common,Frame R-11 Electric Resistance EF = .88 EF In unconditioned space R-6 0. Gas; Natural or L.P. EF = .54 EF In conditioned space No minimum Fuel Oil EF = .54 EF *See Table 6-3.&7 TABLE 6C-2: PRESCRIPTIVE REQUIREMENTS FOR GLASS AREAS IN ADDITIONS ONLY Maximum percentage glass to floor area allowed is selected by type,overhang length,and shading coefficient. Maximum% Installed% GLASS TYPE,OVERHANG,AND SHADING COEFFICIENT REQUIRED FOR GLASS PERCENTAGE ALLOWED UP TO 20% UP TO 30% UP TO 40% UP T 50 Single Double Single Double Single Double Single C67o_.bi� OH-SC OH-SC OH-SC OH-SC OH-SC OH-SC OH-SC OH-SC 1,_ 1.0 0'- .90 2% 1.0 1'-.90 2'-.90 1 90 -9, 0'- .86 1'-86 b*-.70 NOT 1'- .70 NOT 0'-.65 ALLOWED 0'-.50 ALLOWED 0'-.40 SHGC or SC may be obtained from the manufacturer. Single clear SC 1.0,double clear SC .90,and single tint SC=.86. SHGC .87=SC TABLE 6C-3 I MINIMUM REQUIREMENTS FOR ALL PACKAGES COMPONENTS SECTION REQUIREMENTS CHECK Exterior Joints&Cracks 606.1 -To be caulked,gasketed,weather-stripped or otherwise sealed. Exterior Windows & Doors 606.1 Max.0.3 cfm/sq.ft.window area;.5 cfm/sq.ft.door area. Sole&Top Plates 606.1 Sole plates and penetrations through top plates of exterior walls must be sealed. Recessed Lighting 606.1 Type IC rated with no penetrations(two alternatives allowed). Multi-story Houses 606.1 Air barrier on perimeter of floor cavity between floors. Exhaust Fans 606.1 Exhaust fans vented to unconditioned space shall have dampers,except for combustion devices with integral exhaust cluctwork. JA Combustion 606.1 Combustion space and water heating systems must be provided with outside combustion air, Heating except for direct vent appliances. _fA Water Heaters 612.1 Comply with efficiency requirements in Table 6-12. Switch or clearly marked circuit breaker(electric) or cutoff(gas)must be provided. External or built-in heat trap required. fA Swimming 612.1 1 Spas&heated pools must have covers(except solar heated). Non-commercial pools must have a Pools&Spas pump timer.Gas spa&pool heaters must have minimum thermal efficiency of 78%. A44 Hot Water Pipes 612.1 Insulation is required for hot water circulating systems(including heat recovery units). -�4A Shower Heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. tv 14 HVAC Duct 610.1 All ducts,fittings mechanical equipment and plenum chambers shall be mechanically attached, Construction, sealed,insulatei and installed in accordance with the criteria of Section 610.1. Ducts in attics must be Insulation&Installation insulated to a minimum of R-6. Air handlers shall not be installed in attics unless in mechanical closets. t HVAC Controls __�07.1 1 Separate readily accessible manual or automatic thermostat for each system. /to- GENERAL DIRECTIONS: 1. On Table 6C-1 indicate the R-value of the insulation being added to each component and the eff iciency levels of the equipment being installed.All R-values and efficiencies installed must meet or exceed the minimum values listed.Components and equipment neither being added nor renovated may be left blank. 2. ADDITIONS ONLY. Determine the percentage of new glass to conditioned floor area in the addition as follows. Total the areas of all glass windows,sliding glass doors and glass door panels. Double the area of all non- vertical roof glass and add it to the previous total. When glass in existing exterior walls is being removed or enclosed by the addition,an amount equal to the total area of this glass may be subtracted from the total glass area. Divide the adjusted glass area Mat by the conditioned floor area of the addition.Multiply by 100 to get the percent.Find the largest glass percentage under which your calculated percentage falls on Table 6C-2.Prescriptives are given by the type of glass(Single or Double pane)and the overhang(OH)paired with a shading cDeff icient(SC). For a given glass type and overhang,the minimum shading coefficient allowed is specified. Actual glass windows and doors previously in the extetior walls of the house and being reinstalled in the addition do not have to comply with the overhang and shading coefficient requirements on Table 6C-2.All new glass in the addition must meet the requirement for one of the options in the glass percentage category you indicated.The overhang(OH)distance is measured perpendiculady from the face of the glass to a point directly urider the outermost edge of the overhang. 3. RENOVATIONS ONLY. Replacement glass needs to meet the following requirements. Any glass type and shading coefficient maybe used for glass areas which are under at least a two toot overhang and whose lowest edge does not extend further than 8 feet from the overhang. Glass areas being renovated that do not meet this c6teria must be either single-pane tinted,doub(e-pane clearor double-pane tinted. 4. BUILDING SYSTEMS.Comply when new system is installed for system installed. 5. Compete the information requested on the top half of page 1. 6. Read'Minimum Requirements for Small Additions and Renovations',Table 6C-3,and check all applicable items. 7. Read,sign and date the*Owner/Agent'certification statement on page 1. -2- FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM 60OC-97 Residential Limited Applications Prescriptive Method C NORTH1 2 Small Additions,Renovations&Building Systems Department of Community Affairs Compliance whh.Method C of Chapter 6 of the Florida Energy Efficiency may be demonstrated by the use of Form 60OC-97 for additions of 600 square feet or less,Me-installed components of manufactured homes,and renovations to single and multifamily residences. Alternative methods are provided for additions by use of Form 60OB-97 or 60OA-97. PROJECT NAME: &,6n C16unartl - BUILDER: -76-777 P'Q AND ADDRESS: D'-C. PERMITTING CLIMATE L 3-2;237 OFFICE: F)4(qrxh� axq.�_k ZONE: 1 []2 3 OWNER: PERMIT NO.i JURISDICTION NO.:12� &I I I ( 131 0-1_ SMALL ADDITIONS TO EXISTING RESIDENCES(600 Square feet or less of conditioned area). Prescriptive requirements in Tables 6C-1,6C-2 and 6C-3 apply only to the components of the addition,not to the existing building. Space heating,cooling,and water heating equipment efficiency levels must be met only when equipment is installed specifically to serve the addition or is being installed in conjunction with the addition construction. Components separating unconditioned spaces from conditioned spaces must meet the prescribed minimum insulation levels. RENOVATIONS(Residential buildings undergoing renovations costing more than 30%of the assessed value of the building). Prescriptive requirements in Tables 6C-1 and 6C-2 apply only to the components and equipment being renovated or replaced. MANUFACTURED HOMES AND BUILDINGS.Only site- installed components and features are covered by this form.BUILDING SYSTEMS Comply when complete new system is installed. Please Print CK 1. Renovation, Addition, New System or Manufactured Home 1. 2. Single family detached or Multifamily attached 2. 3. If Multifamily-No. of units covered by this submission 3. 4. Conditioned floor area (sq. ft.) 4. e; 5. Predominant eave overhang (ft.) 5. 2/ 6. Glass area and type: Single Pane Double Pane a. Clear glass 6a. sq, ft. -sq. ft. b. Tint, film or solar screen 6b. sq. ft. �5 sq. ft. 7. Percentage of glass to floor area 7. % 8. Floor type and insulation: a. Slab-on-grade (R-value) Ba. R= lin. ft. b. Wood, raised (R-value) 8b. R= sq. ft. c. Wood,common (R-value) 8C. R= sq. ft. d. Concrete, raised (R-value) 8d. R= sq. ft. e. Concrete, common (R-va!ue) 8e. R= sq. ft. 9. Wall type and insulation: a. Exterior: 1. Masonry (Insulation R-value) 9a-1 R= 3 sq. ft. 2. Wood frame (Insulation R-value) 9a-2 R= sq. ft. b. Adjacent: 1. Masonry (Insulation R-value) 9b-1 R= sq. ft. 2. Wood frame (Insulation R-value) 9b-2 R= sq. ft. c. Marriage Walls of Multiple Units* (Yes/No) 9C 10. Ceiling type and insulation: a. Under attic (insulation R-value) 1 Oa. R sq. ft. b. Single assembly (Insulation R-value) 1 Ob. R= sq. ft. 11. Cooling system* (Types:central, room unit, package terminal A.C.,gas, existing,'none) 11. Type: p4t,' SEER/EER: 12. Heating system*: (Types:heat pump,elec.strip,natural gas,L.P.gas, 12. Type: P-101� gas h.p.,room or PTAC,existing,none) HSPF/COP/AFUE: 13. Air Distribution System*: a. Backflow damper or single package systems* (Yes/No) 13a. b. Ducts on marriage walls adequately sealed* (Yes/No) 13b. 14. Hot water system: 14. Type: (Types:elec.,natural gas,other,existing,none) EF: Pertains to manufactured homes with site installed components. _J I hereby cert!f g tAtdh �Wifications covered by the calcu(alion tre in Review of plans and specifications covered by this calculation indicates compliance compliance wil tthf)f, with the Florida Energy Code. Before construction is completed,this building will be n acco n PREPARED BY. DA, inspected for compliarice I.4ce with Sect 5"8,I.S. _U DAT I hereby certity th his uilding in complia ce with the Florida Energy Codf. I BUILDING OFFICIAL: OWNER AGENT: E: DATE: o- limate Zones 1 2 3 TABLE 6C-1 PRESCRIPTIVE REQUIREMENTS FOR SMALL ADDITIONS(600 Sq.FL and Less),RENOVATIONS TO EXISTING BUILDINGS AND SITE-INSTALLED COMPONENTS OF MANUFACTURED HOMES. MINIMUM INSULATION MINIMUM INSTALLED COMPONENT INSULATION INSTALLED EQUIPMENT EFFICIENCY EFFICIENCY Concrete R-7 Central A/C-Split SEER = 10.0 SEER = (9 U) Frame,2'x 4' R-11 -Single Pkg. SEER = 9.7 SEER = _J Frame,2'x 6' R-19 8.5* EER = < Common,Frame R-11 Room unit or PTAC EER = 3: Common,Masonry R-3 Electric Resistance - ANY - W Under Attic R-30 Heat pump-Split HSPIF = 6.8 HSPIF = Single Assembly;Enclosed Frame R-19 Single Pkg. HSPF = 6.6 HSPF Metal Pans R-13 Room unit or PTHP COP = 2.7' HSPIF/ = Lu Single Assembly;Open R-10 UJI COP Common,Frame R-11 !�C) in Slab-on-grade No Minimum natural or propane AFUE = .78 AFUE = ir Fuel Oil AFUE = .78 AFUE = 0 Raised Wood R-19 0 Raised Concrete R-7 J rc Electric Resistance EF = .88 EF = 1 A- LL Common,Frame R-1 I 0= Gas; Natural or L.P. EF = .54 EF r,1ki-L in unconditioned space R-6 3: In conditioned space 1 No minimum I Fuel Oil EF = .54 EF See Table r,3.&7 TABLE 6C-2: PRESCRIPTIVE REQUIREMENTS FOR GLASS AREAS IN ADDITIONS ONLY Maximum percentage glass to floor area allowed is selected by type,overhang length,and shading coefficient. Maximum% Installed% GLASS TYPE,OVERHANG,AND SHADING COEFFICIENT REQUIRED FOR GLASS PERCENTAGE ALLOWED UP TO 20% UP TO 30% UP TO 40% UP T 50 Single Double Single Double Single Double Single _DoubIq OH-SC OH-SC OH-SC OH-SC OH-SC OH-SC OH-SC OH-SC V_ 1.0 O'_.90 2'-1,0 1'-.90 NOT 2'-.90 NOT I- 90 0% .86 l'-.86 .70 ALLOWED 1% .70 C 4;p 0'-65 0'-.50 ALLOWED 0'-.40 SHGC or SC may be obtained from the manufacturer. Single clear SC 1.0,double clear SC .90,and single tint SC .86. SHGC .87=S TABLE 6C.3 I MINIMUM REQUIREMENTS FOR ALL PACKAGES COMPONENTS SECTION REQUIREMENTS CHECK Exterior Joints&Cracks 606.1 To be caulked,gasketed,weather-stripped or otherwise sealed. Exterior Windows &"Doors 606.1 Max.0.3 cfm/sq.ft.window area;.5 cfm/sq,ft. door area. Sole&Top Plates 606.1 Sole plates and penetrations through top plates of exterior walls must be sealed. Recessed Lighting 606.1 Type IC rated with no penetrations(two alternatives allowed). Multi-story Houses 606.1 Air barrier on perimeter of floor cavity between floors.- Exhaust Fans 606.1 Exhaust fans vented to unconditioned space shall have dampers,except for combustion rJ A devices with integral exhaust ductwork. Combustion 606.1 Combustion space and water heating systems must be provided with outside combustion air, _tA Heating except for direct vent appliances. Water Heaters 612.1 Comply with efficiency requirements in Table 6-12. Switch or clearly marked circuit breaker(electric) ev(A or cutoff(qajs must be provided. External or built-in heat trap required. Swimming 612.1 Spas&heated pools must have covers(except solar heated). Non-commercial pools must have a Pools&Spas pump timer.Gas spa&pool heaters must have minimum thermal efficiency of 78%. Hot Water Pipes 612.1 Insulation is required for hot water circulating syst�ms(including heat recovery units). 14A Shower Heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. 'v 14 HVAC Duct 610.1 All ducts,fittings,mechanical equipment and plenum chambers shall be mechanically attached, Construction, sealed,insulated and installed in accordance with the criteria of Section 610.1. Ducts in attics must be i'* Insulation&Installation insulated to a minimum of R-6. Air handlers shall not be installed in attics unless in mechanical closets. HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system. GENERAL DIRECTIONS: 1. On Table6C-1 indicate the R-value of the insulation beingladded to each component and the efficiency levels of the equipment being installed.All R-yalues and efficiencies installed must meet or exceed the minimum values listed. Components and equipment neither being added nor renovated may be left blank. 2. ADDITIONS ONLY. Determine the percentage of new glass to conditioned floor area in the addition as follows. Total the areas of all glass windows,sliding glass doors and glass door panels. Double the area of all non- vertical roof glass and add it to the previous total.When glass in existing exlerlor walls is being removed or enclosed by the addition,an amount equal to the total area of this glass may be subtracted from the total glass area. Divide the adjusted glass area total by the conditioned floor area of the addition.Multiply by 100 to get the percent. Find the largest glass percentage under which your calculated percentage falls on Table 6C-2.Prescriptives are given by the type of glass(Single or Double pane)and the overhang(OH)paired with a shading coefficient(SC). For a given glass type and overhang,the minimum shading coefficient allowed is specified, Actual glass windows and doors previously in the exterior walls of the house and being reinstalled in the addition do not have to comply with the overhang and shading coeffic�t requirements on Table 6C-2. AJI new glass in the addition must meet the requirement for one of the options in the glass percentage category you indicated.The overhang(OH)distance is measured perpendicularly from the face of the glass to a point directly under the outermost edge of the overhang. 3. RENOVATIONS ONLY. Replacement glass needs to meet the following requirements.Any glass type and shading coefficient may be used for glass areas which are under at least a two foot overhang and whose lowest edge does not extend further than 8 feet from the overhang. Glass areas being renovated that do not meet this criteria must be either single-pane tinted,double-pane dear or double-pane tinted. 4. BUILDING SYSTEMS.Comply when new system is installed for system installed. 5. Complete the information requested on the top half of page 1. 6. Read'Minimum Requirements lof Small Additions and Renovations",Table SC-3,and check all applicable items. 7. Read,sign and date the'Owner/Agent-certification statement on page 1. -2- CITY OF AW4 $00 SEMINOLE ROAD ALL ATLANTIC BEACH,FLA)RMA 32233-5"5 TELEPHONE(M)247-SM FAX(904)247-5803 NOTICS TO: Water Department FROM: Building Department DATE: Please be advised that the final building inspection has been cc�wlet*d on each of the following addresses and construction water is no longer needed: Permit Number Address -/S 9 2- n ks/'0 0-- 7/::),e Sinc' erely, Building Department F E_B 0 9 9 5 0'--- CLARZ-Clt 4' 055 P01 MAP. SHOWING BOUNDARY SURVEY OF LOT 137 BLOCK AS SHOWN ON MAP OF tgeLVA LIAIX51dOR ZIAI ? AS REC-AiDED IN PLA-r BOOK 47 PAGES OP THE CURRENT PUBLIC RECORDS OF DUVAL CO_ �LA FOR. NCjTE: EFARINGS SHOWN HEREON ARE BASED ON TPF� Ai)VE MENTIONED PLAT, (,9..:9,6) AVI) q,!5,0�5,9 Lh-W.510E ORNE -50Ur)L1 421-- - AV-4 L$42'149r� �145 IM4,) A e,4, Y 4F A J1 /to' F`6 (r.Ile, 95) xe I EA PIES 1 24 4' k4l� Alp, r/a Irk %,. Ai:cl rfy"&Zl 1_4 ;7+ 07 ' 4� 9�9 26 -'00-,F Z _50L,17W, RAIV66 Z7 eXsl_ 6, 111111 (9trauffiratt of Mtu of Atlantic Neac# — Nforiba 10tvartment of Nuilbing Inswrtion This Certificate issuedpursuant 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 �'iil6if� Bldg.Permit No. Group �1(f Type Construction Fire District At J6,20 Owner of Building Le,:: 1:�-�a", E��tz,t�a- Address ---------- -C,�"N" L 1 Buildi"dre:ss By:" Building Official Date: POST IN A CONSPICUOUS PLACE --------------- -------------------- CITY OF Office of Building Official REQUEST FOR INSPECTION Date Permit No. Time A.IMI, PM Received P.M- Jq;--�ddres� Locality Ownf�,r'a Narne con'raclor ------- BUILDMG C011 UETE ELECTRICAL P LIJ r1J1 6 NAEG AMCAL Foobng ir cor"d, Framing Rough ,MrIng 1, Top Out -it i Re RoofA Slab To Pole lnsutat�on Lintel Se%-,,,r F,-a P�-ca C 0 y" C-r—,E, Pre -�Pt" R READY FOR iNSPEaTtON Tues, I hu�,s Frid@y A,M... insppct�onl`,Aade F;�,al lnspeclunn Cer�lfjC,�te of Occupancy D,Ac �111-Y OF Office of Buillding Official .' ',-QUEST FOR NSPECTION Permit No, Tne A. 'Ce!Ved Contractor 'U �L�DENIG C 0 NC RE T E ELECTRICAL P LU M93 I N:(j tvIECHANICA L Fco'rnc Rough Wiring 1-- CR.,u:g�� Air Po'o�!ng Sla, Terro Pole Top Out Heating ulat�ur Li,,tp_l Firial Sewer Fire Place READY FOR�INSPECTION Pre Fab Tues Thurs. Friday A M. -PM, Datc Oe �oe V5 SZ, *oe ,�elck,\o PIZ 00 s 0 5 0 \\,Oe Pf �Oxw SIP V\ a e r's oe e- e\015 .,,,5e , e �O� O� C, \je� lao rOj oe 0 xo)ee(\ \5 Vo 'n 01\S I \, dc\o(\!5 9er \.0 0 e A -C 'rl CITY OF 'Y 3 Office of Building Official REQQEST FOR INSPECTION/ Date Permit No. Time A.M. Received PM. Job Address Locality Owner's /Z Name Contractor BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing F. Footing �Ftugh Ari-ring Rough 0 Air Cond.& 11 am Re Roofing Slab emp Pole i Top Out M - Heating Insulation Lintel Final ! Sewer Fire Place I I Pre Fab READY FOR INSPECTION Mon. �ju e�s) Wod. Thurs Friday A-M. A M Inspection Made PM 111spoctol Firml Inspection of Occupancv DATE; PRE-SERVICE DIVISION JACKSONVILLE ELECTRIC AUTHORITY 233 WEST DUVAL STREET JACKSONVILLE, FLORIDA 32202 THE FOLLOWING FINAL INSPECTION(S) HAVE BEEN MADE AND ARE SATISFACTORY: elf- ------ ----- ------ ------ -------- ------------------------------------------------- ------------------------------------------------- ------------------------------------------------- Enclosed are the b e copies of the permits. SINCE ELY, rZ 6-eJ BUILDING NSPECTION DIVISION cctFILE (�-TY OF X, ol&akc Be4cA 00) Office of Building Off! al REQUEST FOR INS CTION ormit No. Date P 5 Time -27- 1 --k Received t,/ Job Addr �s Owner's N ame ame Contractor BUILDING 61RETE ELECTRICAL PLUMBING MECHANICAL _!C -- Framing El Footing E Rough Wiring 0 Rough 0 Air Cond. & Re Roofing E, Slab Tomp Pole 0 Top Out 0 Heating Insulation 0 Lintel 17, Final Cl Sewer 0 Fire Place Pro Fab READY FOR INSPECTION �/Z Tues. Thurs. Friday AM. R M. Fina(inspection D Certificate of Occupancy D Date NOTICE OF ADDITIONS or CORRECTIONS DO 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 4> r 7 Office c REQUEST 0 -rr- 5e Date Time A.M. Received P.M. Job Address wner's C CO�NCRETE� E�ERI,,, 0 C t '�ninqg;�—�Fwoting E trit loofing Slab Temp Pole Ition Lintel Final REAO—FOR INSF Tues Wed) nMade OF ADDITIONS or CORRECTIONS ' DO NOT REMOVE JOB ADDRESS DATE IS 27X- ZE THIS JOB HAS NOT BEEN COMPLETED The following additions or corrections shall be made before the job will be accepted -clie 7— $15.00 REINSPECT FEE "oo, It is unlawful for any Carpenter, Contractor, Builder, or other persons, to cover or cause to be covered, any part of the work with flooring, lath, earth or other material, until the proper inspector has had ample time of approve the installation. After additions or corrections have been made, call 247-5826, Building Depart- PLUMB(NG ment for an inspection. Field Inspectors ELEC are in the office from 8:00 a.m. to 5:00 p.m. Monday through Friday. BLDG I III TPANSMITTAL DOCUMENT FOR JEA DATE: The following permits have passed "rough" inspection: Permit No. Address hoam&xmzoxx=xgtxkuo*mnpdxmxorfxxWmVaxmd)tm. Please update your records accordingly. *T UL I jNG Ci L4E4;R-t iKC) CITY OF ATLANTIC BEACH /vcb CITY OF ATLANTIC BEACH, FLORIDA APPro-d bV APPLICATION FOR ILECTRICAL -PIRMIT To THE CHIEF ELECTRICAL INSPECTOR: DATE: CILA 19-L! IMPORTANT NOTICE: IN CON�IDERATION 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: MASTER ELECIRIC18N SIgNATURF JOUSNEYMAU a NAME..—Qtl ADDRESS: RFD—SOX— BLDG.SIZE BETWEEN: RES.0 AFT.( COMM. PUBLIC,( INDUS. NEW t)4 OLD I I REW. I ADDITION TRAILER ( TEMP. SIGNS ( SQ.FT. SERVICE: NEW INCREASE( REPAIR ( FEE CONDUCTOR SIZE AMPS 60 COPPERf ALUM.(41 SWITCH OR BREAKER 50 AMPS t PH 3w2(-*VOLT RACEWAY EXIST.SERV.SIZE AMPS PH I. W , VOLT RACEWAY FEEDERS NO. SIZE NO. SIZE 1140. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL 1 0-30 AMP8. 31-100 AMPG� SWITCHES INCANDESCENT FLIJORE;CENT&M.V. FIXED ffo AMPS. APPLIANCES BELL TRANSF. AIR H.P.RATING H.P.RATING CONDITIONING COMP.MOTOR OTHER MOTORS AMPS CEIL HEAT: KW-HEAT L O'l I OVER MOTORS H.p VOLTAGE PHS NO. VOLTAGE] PHS i CITY OF 4&4A4-c Bml:4-49"' Office of Building Official REQUEST FOR INSPECTION 7 -F' Date Permit No. A.M, Time A,M, Received P.M. % 3 Job ess Loca Owner's Contractor BUILDING CONCRETE ELECTRICAL P&MBINb-) MECHANICAL Framing El Footing El Rough Wiring Cond,& D Re Roofing 11 Slab 0 Temp Pole Top Out -P*ating Insulation El Lintel D Final 0 Sewer El Fire Place 0 Pre Fab -4� or �Local READY FOR INSPECTION M, QP Mon, Tues, Wed, Thurs. 1, Friday)- A.K Inspection Made --,------PM. Inspector Final Inspection El Certificate of occupancy U Date P SW" 3 5^7 _4 DEPARTMENT OFISUILDING CITY OF ATLANTIC 0 PERMIT INFORMATION --------- LOCATION INFORMATION --------- PetfAt:' Nuiuber: 9367 JkddreTs :- 11�91 LINKSIDE DRIVE SOUTH e`* it Type: PLUMBI-Nd ATLANTIC BEACH FLORIDA 32233 cl as$ of, Wo'rk: NEW ---------- LEGAL DESCRIPTION ---------- - Blo k, ectiow Cbnt-tr. Type: WOOD FRA14E ot: 137 c S 0.roo" osed Use: SINqLE FAMiTAY, Towrishj,p: RNO Due 11 ings, - I Code* 0 Subdivision- ttLVA LINKSIDE #2 EaRtiniated' Value $0-00 lost 0 .00 $57 .00, 7 .00 Arboun $5 Date 94 Wotk: "Des STUG IN NEW SINGLE FAMILY RESIDENCE 14JR, 4ON PPLIC TION IE S ------ r PERMIT $,57.00 A TA N DRIVE SOUTH WATER IMPACT FEE $0 00 0 0 Q, FLORIDA 31Z-2"� SSW, 7 0 RA &0 )RkAT I ON ------- RADON CAB S* $0 ,00 D , H S ums $0 .00 Name, ING CAPITAL NPROVE. A '00.00 4019-- 1 LB1,�VD-JN SEWER-TAP. JACKS, LE, FLA.; CRO`Ssl:�CONNECT I ON $01.00 , FEE -"",p Q T C01 9, 1,1 T�7 e ' 4 SEC H, IMP C 0 0'.00�1 W ST,SURCHARGE coo /.&T 0,Q NOTES. NOTICE ALL CONCRETE,FORMS AND F06TINGS MUST BE INSPECTED SEFORE POURING PERMITVOiD SIX MONTHS AFTER DATE OF ISSUE BUILDING MATERIAL,RUBBISH AND D15BRIS FROM THIS WORK MUSTNOT St PLACED IN PUBLICSPACE,AND MUST BE CLEARED UP AND HAULED AWAY By EITHERCQNTRACTOR OROWNER ;.'FAILURETO COMPLY WITH., THE MECHANICS',,LIEN' LAW CAN'. RESULT IN', TH -P WNERPAYI NG,TWICE FOO'BUILDING, IMPROVEMENTS*" A ROPERTY1 - 4SS ROVED 8 WHICHAREJ SUBJECT ,V.W ACCORDING TO APP KAM PART OF THIS PERMIT AND EVOCATUON,FOR" V N OF APPLICABLE PROVISIONS OF LAW. A '�ATLA?#!C I�fi CH BUILDING M NT A IA I 6� CITY OF ATLANTIC BRACH APPLICATION FOR PLUMBING PERMIT JOB LOCATION: OWNER OF PROPERTY: BUILDING CONTRACTOR PLUMBING CONTRACTOR AND ADDRESS: TELEPHONE NUMBER: STATE LICENSE NO: c A FoC 19194 TYPE OF BUILDING: Q Q TYPE OF WORK: HOW MANY OF THE FOLLOWING Fl�TURZS INSTALLED SINKS SHOWERS 3 —LAVATORY IWATER HEATERS -BATH TUBS DISHWASHERS URINALS _DISPOSALS CLOSETS —WASHING MACHINE FLOOR DRAINS SHOWER PANS OTHER-__� TOTAL FIXTURE COUNT:-OZ2 x $3.50 + $15.00 x $ ---------------------------------------------------------------- INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE MOST RECENT ZDITION'OF THE SOUTHERN STANDARD PLUMBING CODE. CALL A DAY AHEAD TO SCHEDULE INSPECTIONS (904) 247-5826 DEPARTMENT Of 6 WIXING CITY OF ATLANTIC,BEACH ------- LOCATION INFORMATION --------- PERMIT INFORMATION ------ Pe rmit Number,! Addr,ew LINKSIDE COURT SOUTH Type: MECHANICAL�' ' ATLANTIC BEACH, FLORIDA 32233 of Work: NEW LWAL DESCRIPTION ---------- t Ty pe, WOOD Lot : 81 ol� Sectiow P ropose z, SINGLE P wn�ship; RNG: 0 'd Use:- Ly� AKI To tv� I.Jings�- 1 , Code, 0- ubdivision-.�, $2LVA LINKSIDE 9st-imated Value, Improv, Cost ,* $47 ,00 1 Total r A m unt -77�,& 1�, 40 r-16 Do Si else VIA*;Fn* fies;"NGS TION APPLICATION FEES ----- $47 .00 N PERMIT W" Addre E COURT SOUTI*p "�XPACT EE 91 �,T po .00 El A� A' iV6 �ORIDAvg� 9 P �,P hp RADON GAS to .010 C OR' $A T 104- ------ RADON CAB 5V $0.00 I AL�-IMPROVZ,- 1�0,00 "HEAT, A A )Rj! ....... CAPIT, HOR WER T" SE $0 .00 � JACKSO LE, PL 322,57 Cgoss CONNECTION 2 t,4 vpe., 0 stC H IMPACT FEE, "-;�90' ODL tire 2 Z CONST,SURCHARGE go .o 0, BC NOTES: NOTICE ALL CONCR9TE,FORMS AND FOOTINGS MUST Of INSPECTED 139 ORE UR N, f P0 110 PERMIT VOID Six MONTHS AFTER DATE OF ISSUE, t0ft.WNO MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT:BE PLACED IN'PUBLIC SPACE,AND MUST BE LEAREDUP AND HAULED AWAY BYE iTHEA CONTRACTOR OR OWNER SiFAILURE, TO COMLPILY WITH THE MECHANICS! ,LIEN:LAW CANIRESULTIN 'THI��PROPERTY,OW,NER,,04Y"ING TWICE FOR' 'BU1,01-4 VEMENTS." G IMPRIO I ISSUIEb AC CORDING TO APPROVED�PLANS WHICHL ARE PART OF THIS, PERMIT AND SUBJECTTO-'AEVOC "V16LATION OF APPLICABLE PAOVISIONSOP LAW. Iflnew-h Mille 0 14 ATLANTIC BEACH BUILDING DEPARTMENT By* 60 BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLMTIC 8EACH ATLAMTIC 69^CH.FLORIDA 32133 APPLICATION FOR MECHANICAL- PERMIT ... C�LL-lhl N0413E�' IMPORTANT Applicant io complete all items in sections 1, 11..111. and IV. LOCATION Shest Address: OF Inforissfing $lr!,kI13 set"test —And A-lan-be, h BUILDING 11. IDENTIFICATION —To be completed by all applicants in cont.dspot;9o, of potona g6on far do;ag the work as doictib4d In the abeve slate-neAt we heieby I"I" to ;4,lc,-n t4;d .0-% W;tu the ottochtd plant and spocielcol"ofts wh;ck #to a patt ho(oal and ;a accoodonce w;i� 1he C;'y ockton�;Po otd;-a�cet 4-,1 va-.e-zi of good P140ke fitted therain. Nome of M*41toolcal Contractors Contractor 1prost) Lk Matter Hasse of Property Owner $4"Ovie 44 Owner of W AvIltevited Agent of gasifies? III. 64ENStAL INFOUIATION A. T"o of h"689 160. 15 OTHER CONSTRUCTION 09ING 00149 ON THIS BUILDING 04 31 T9 I 0 Get—0 V C3 Newel 0 Control Way IF YES. GIVE NUfA4ER Of CONSTRUCTION 0 cia I PERMIT 0 0*- SP04FY IV. MOCKA144AL FOUIPMWT TO 69 INSTALLAD NA ,��E OF WORK j S IF 0 We c6ftiolefe kt 0(compoolook on beelt of Ais foron) I Residerillal or Commeccial X� Heat 0 Sitece 13 Roc*uW 4:(C*.#,W 0 ploor )21—Now Building eA;r C4*4d;o4aips C1 Room (:rCoMrsl of C3 Existing Building ��D*ck Sys I uslowiet"if&Y IW-%&"- z" C) ,ftsplacomiMt of existing system U490mo It a-w Now installation JNO system previously Installoo) P IJ Extension at add-on to existing system 0 Cooling *000: copecity 0 Other— Specify [3 Ano sprialLion: Nurnbot of h"A. 0 E6v*fw (3 Ma4lik E3 EwAlafoe 14,111111:044r) THIS SPACI FOR OFfICS US& ONLy 0 rw*wa"pu — (R-01-041 C) oalk, ("tabst) 0 04 coaulo&nt UsAmd lorwors V"w 11143M Permit Approved It DO 13 Q*w — Spodly tervalf Fee JUST ALL EQUIPMENT Ant a=MONWG AND REFRIGERATION EQUIPMEM Description , cAn.'Aty A rovtng 31*dW NwnWr R�—M;) —T7 IT 170 -- ------ P -3044 man_ �DIPART. '00000m 0000(XM CITY OF.ATLANTIC SEAC ,PZRMIT INFORMATION ,--,---- LOCATION INFORMATION -------�9- '9211, Address: 1592 LINKSIDZ DRIVE SOUTH R fermit Nu' mber*. Pomit Type: Bu,lLt)ING ATLANTIC BEACH, FLORIDA 32233 1 Lizo', of work. NEW LEGAL DESCRIPTION Lot: 137 Block: Section: ms-1-r. 'Type,. FRAME 0 'osed Use, SINGLE ?AM Pr ' ' Township- RNG* *ubdivision:, S ELVA LINKSIDE #2 del 0 Dwel lings: J C 0 Es timated Varlue: $8102 .00 'Ost : �0 .00 oil v c Total F -$27,5.44 , A;m unt �j 5. 44 , Tv P PT.A "R work lisit -1 IAA --------- TI,ON APPLICATION FEES ATE PERMIT $5971.00' INT SOUTH WAT MPACT , EX &k,!0$,430 .00 L: 32216 tc P Ph � 5 OAS-H.R.S. RADON M38 C ORMATI01 ------ MD09 CA15 5% $0 . 34 L STATE S 3,25.00 Na e.- _ T ,Wme -I# DRIVE $0 'Add ", "-,:,-11,616210�, T ,' $]MIR TAP 00 $35.00 JACKS 'LE, rL': 32216 CROSS CONNECTION $0;�100 33 YP, L i' 6e 4; T, e* 54 SZC.�:H IMPACT FEE CONST.,SURCHARGE ARa ATL q NOTES,: NOTICE AILL CONCRF.TVFORMS AND FOOTINGS MUST BEINSPECTED-BEFORE POURING PERMilkQbID'SIX,MONTHS AFTER DATE OF ISSUE BUILDING MATERiAL,RUBBISH AND DEBRIS FROM.THIS WORK MUST NOT BE PLACED IN PUBLIC SPACEiAND MUSf'BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER ]FAILURE TO,COMPLY,:WITR THE MECHANICS' LIEN LAW,CAN RESULT IN THE PROPERTY��' NkA AYING TWICE,FOROUILDING IMPR&EMENTS. ISSUED ACCORDING TO APP14OVED PLANS WHICH ARE PART OFTHIS PERMIT�ANQ SUBJECT TO REVOCATION.Fpp ' T 'SIONS 6FLAW. VIDI�ATION OF APPLICABLE PROVI T� 0000"i 000000000 ANTIC BEACH:BU 1 18 IWIN AR rh�fNT T41 Rcpt* ooffi(177 CITY OF ATLANTIC BEACH PER141T CALCULATION SHEST Address �?- .4C Z24 D a t e Heated Square Footage /Sf:Z @ e a p e r s q f t = @ $ q ft = $ Garage/Shed 7-c;V per s Carport/Porch @ $ per sq f t = $ Deck @ $_per sq ft = $ Patio @ per sqft = $ ��, 4�57 TOTAL VALUATION: Total Valuation Is t .1,4, Jr/ *-? 9 Remaining Value $,-,;,. , per thousai�d- or portion thereof TOTAL BUILDING FEE $ + 1/2 Filing Fee s e765 ( 1 ) Fireplaces @ $15 . 00 $ 4:55r BUILDING PERMIT FEE -'<:� 7 WATER IMPACT FEE s e;, e 0 SEWER IMPACT FEE s z g 5-a, -Y j::;� WATER METER/TAP $ ed-s-1 e9 ell- CAPITAL IMPROVEMENT $ SEWER TAP $ RADON (HRS) .0050 $ SECTION H PAVING $ HYDRAULIC SHARES $ CROSS CONNECTION $ SURCHARGE .0050 $ OTHER $ GRAND TOTAL DUE s 7 3 -5- 't Y ADDITIONAL PERMITS OR FEES: Mechanical_; Plumbing Electric/New Electric/Temp_;SwimmingPool Septic Tank Well Sign_Finish Floor Elevation Survey Other- CALCULATIONS and/or NOTES: ?ROPERTY CITY OF .0ESCRIPTIGH II&I44eic Ee".d - ��cjeda 7160CEAN BOULEVARD .ot *--j3--2--8lock 8 Section 0 ------- 1994 P.O.BOX 25 ATLAN71C BEACH.FLORnDA 32233 ;ubdivisions-S TELEPHONE flift 24%-2j95 g arid Zoniilg Ureet Hame DESCRIPTION OF WORK )r It in a FLOOD HAZARD *lood Zones- complete page 3. Brief Desscription 1 Close of Works (Now/Remod*I/Addition)-14.§-,,b�-------- MNING INFORMATION Type of Conatruction:-<'Xi., :on:Lng Proposed tiatriCt3 UU&1_ Estimated Value 0 :xceptions or —-------------- ariancen Grantods Solid or ------- ----- Filled Grounds ownER zuroRffATION Method of Meetings Property Ownwrs-�&(\ ----------—- P h a n a s "ailing F 4-W- zipl-'� CONTRACTOR INFORMATION phone$ Contractors- - ------------------ -------------- "ailing Addrossas....................... --------- --—-----—---------------—----- Zips--------------- Liconne Numb*rt 0 . Expiration ----------------------- Dot*, r nzxcey ccnrxry TNAT I RAVE RCAD AND EXARINED IM19 APPLICATION AND SHOW THE SAt'C TO BE Tout AND CONAtcy. ALL P*0VIGIONS Or TUk LAW99 AND CROEMANCES GOVERNINO THIS Tire cop wo*x wit-4. sC LIZ* WITH. wmeruen spectrzzo wenezu a* NOT. THE GRANTINO of A rcstoty Does NOT rftc:;Urc To GIVU AUT14001TV TO VIOLATU 009 CANCEL THE P*0VI8IOMd Or ANY FCDCR^L. STATE Oft LOCAL PULM F sp SWOULATIO"S. OffOrNAMCCX. ON LAWS 10,"T MANNER, INCLUDS"O THE OOVCRRtNQ Or COWSTRUCTIO" 00 T"Ic PeRVOROANICC Or CONSTRUCTION C CCT I UNDC*STAND THAT THE ISSU^NCC Or T"15 rEnnIT 19 v CONTINGICAT UPON rug Agave IN ON tin RUC AND CORiCCT AUO THAT THE PLANS AMD SUPPORTIOG DATA HAVC BEEN 09 SMALL- 01C r As E 1 0. "C T It 01 IN RUC' AN 14 Ovner Signature _ -- ------------ 'A -(' -q1/ - -—————————————— --------- Z. A-" CITY OF ATLANTIC SUCH Fixture Unit Worksheet for Water Impact Fee FIXTURE UNITS ARE ESTABLISHED AS THE MEASUREMENT OF WATER DEMAND FOR EACH WATER FIXTURE UNIT INSTALLED AND CONNECTED TO THE CITY WATER SYSTEM. THE WATER SUPPLY CHARGE IS HEREBY FIXED AT TWENTY DOLLARS PER FIXTURE UNIT CONNECTED TO THE CITY WATER SYSTEM. BATHROOM GROUP CONSISTING OF SERVICE SINK TRAP STAND WATER CLOSET, LAVATORY & BATH TUB OR SHOWER STALL (6) WATER CLOSET WATER CLOSET, TANK OPERATED (4) VALVE OPERATED (8) BATHTUB/SHOWER (2) URINAL WALL LIP (4) SHOWER GROUP PER HEAD (3) FLOOR DRAIN (1) SHOWER STALL DOMESTIC (2) LAUNDRY TRAY (2) LAVATORY (1) COMBINATION SINK AND TRAY (3) __�_WASHING MACHINE (3) POT, SCULLERY SINK (4) DISHWASHER (2) WASH SINK EACH SET OF FAUCETS (2) KITCHEN SINK (2) DENTAL LAVATORY (1) __L_KITCHEN SINK WITH WASTE DENTAL UNIT OR CUSPIDOR (1) GRINDER (3) BIDET (3) URINAL STALL, WASHOUT (4) FLUSHING RIM SINK (8) COMBINATION SINK AND TRAY WITH FOOD DISPOS. (4) URINAL. PEDESTAL, SYPHON JET DRINKING FOUNTAIN (1/2) BLOWOUT (2) LAVATORY, BARBER/BEAUTY ICE MAKER (1/2) SHOP (2) SURGEONS SINK (3) _.,,-- LAVATORY, SURGEONS (2) JACUZZI (2) URINAL STALL, WASHOUT (4) TOTAL FIXTURE UNITS @ $20.00 EACH JOB INFORMATION WINANCIA%.PRINTING C>~ 130tice of commencement To whom It may concefn: > The undersigned hereby Informs you that Improvements wUI be made to certain real property, and in r. 0 accordance with section 713,13 of the Florida Statutes, the following Wormation is stated In Ws NOTICE W 9 OF COMMENCEMENT. U Description of property -—-------- e----------I------------------------ 0 ---SL-.:-------------------------------------------------------------- According to plat thereof recorded in plat book 4/7 pages rz�-�--ky -P �T-;:Ke----c-u--r--r-e--n-:c-i;�M-c---r--e-c-`or--d--s---o-f—E-u'val County Florida. Generaldescription of improvements ---------------------------------------------------------------------- Construction of Single Family Residence with Garage on concrete slab ----------------—----------- -------------- --------------------------- Centex Real Estate Corporation Attn: Arthur Day Owner ---------------------------------------------------------------------------------------------------- 0 6620 Southpoint Dr.S. Suite 400 Jacksonville Florida 32216 04 Address ------------------------------------------------------------------------------------------------- Fee Simple 0 Owner's Interest in site of the Improvement ---------------------------------------------------- ----------- W 0 Fee Simple Title holder (it other than owner)- --------------------------------------------------------------- N Name --------------------------------------------------------------------ft---------------------------------- Address --------------------------------------------------------------ft---------------------------------- Contractor ---scltme--a-s--owner------------------------------------------------------------------------- Address ------------------------------------------------------------------------------------------------- 0 41 Surety (if any) -------------------------------------------------------------------------------------------- �4 Addiess -----------------------------------------------------------------Amount of bond $-------------- Q) Name and address of any person making a loan for the construction of the improvements. �4 Name ----------------------------------------------------------------------------------------------------- Address ----------------------------------ft------:------------------------------------------------------- Name of person within the State of Florida, other than himself, designated by owner upon whom notices or other documents may be served: Metropolitan Title & Gua'ranty Co 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 Notiu as provided in Section 713.08 (2) [b), Florida Statutes. (FRI in at Owner's option), Name --------------------—------------—------ --------ft------- A.irlrp-q�q ---------------------------------------------------�7_7_11 --- ------—-------------------- Ft-OMPLAXU DEVELOPH"T XMFORHATION Type of Development Flood Zones X Required Lowest Floor Mevations Xf building Is located w1thin a flood hazard zone, a survei must be made AFTER THE BLAB HAS SEEN POURED, certllylng that the LOWEST FLOOR ELEVATX0V In equal to or above the base flood elevation established Xor that zone. no final InsPeCtIon V111 be vado, and no cortif-Icate, of occupancy will be Issued uUtI1 the w=Vey is on �fiiv with the Building Department. CONNENTS2 Applicant Acknowledgesmats X understand that the issuance of this permit 10 COUtInIgont upon the - above InXoroatlon belng correct and that the plans- and ouppos ting date have be" or shell be provided an required. X agree to comply with all applicable provisions of Ordlnancw Xo, 25-7-11 and all other love or ordinances affecting the proposed development. Date____— --ApplIcantow Signature.......................... -------------I------------------------------ Department Uwe R4quirad Lowest Floor Elevation ----------- Act Built Lowest Floor Elevation Survey Filed with Building Department ........... ---------------------------;--------- Building Department Rvp,rcreentatIve page Department of Community Affairs SN: 5411 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM 60OA-93 Residential Whole Building Performance Method A NORTH PROJECT NAME: 137 SL BUILDER: CENTEX AND ADDRESS: 1592 LINKSIDE DR S PERMITTING ICLIMATE JACKSONVILLE, FL 322 OFFICE: ATLANTIC BEA ZONE: 11_1 21_1 31_1 OWNER: CENTEX PERMIT NO. IJURISDICTION NO.261100 CK 1. New construction or addition 1. New Construction 2. Single family detached or Multifamily attached 2 . Single-Family 3. If Multifamily-No. of units 3. 0 4. If Multifamily, is this a worst case (yes/no) 4 . 5. Conditioned floor area (sq.ft. ) 5. 1344 .00 6. Predominant eave overhang (ft. ) 6. 1.00 7 . Porch overhang length (ft. ) 7 . 0.00 8. Glass area and type: Single Pane Double Pane a. Clear Glass 8a. O.Osqft 138 .90sqft b. Tint, film or solar screen 8b. O.Osqft 0.00sqft 9. Floor type and insulation: a. Slab on grade (R-value, perimeter) 9a.R= 0.00 , 147 .00 ft 10.Net Wall type area and insulation: a. Exterior: 2 . Wood frame (Insulation R-value) 10a-2 R=11.00, 944.00sqft b. Adjacent: 2 . Wood frame (Insulation R-value) 10b-2 R=11.00, 149.00sqft 11.Ceiling type area and insulation: a. Under attic (Insulation R-value) Ila.R=30.00 , 1344 .00sqft_ 12 .Air distribution systems a. Ducts ( Insulation + Location) 12a. R= 6.00 uncond 13.Cooling system 13. Type: Central A/C SEER: 10.00 14 .Heating System: 14 . Type: Heat Pump HSPF: 6.80 15.Hot water system: 15. Type: Electric EF: 0. 88 16.Hot Water Credits: (HR-Heat Recovery, 16. DHP-Dedicated Heat Pump) 17.Infiltration practice: 1, 2 or 3 17 . 2 18.HVAC Credits (CF-Ceiling Fan, CV-Cross vent, 18. CF HF-Whole house fan, RB-Attic radiant barrier, MZ-Multizone) 19.EPI (must not exceed 100 points) 19. 98.06 a. Total As-Built points 19a. 26080.76 b. Total Base points 19b. 26597 .96 ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- I Hereby certify that the plans and Review of the plans and specifications specifications covered by this calcu- covered by this calculation indicates lation are in compliance with the compliance with the Florida Energy Florida Energy Code. Code. Before construction is completed this building will be inspected for PREPARED BY: 0dJ-Uq'y'6k0 compliance in accordance with Section DATE:- 553.908 F.S. I hereby certify that this building is in compliance with the Florida Energy Code. OWNER/AGENT: BUILDING OFFICIAL: DATE: /0 ,�F-ej�Z DATE: ENERGY GUIDE For detailed information of the EPI rating number or for any ITEM listed, ask your Builder for EPI= 98. 1 DCA Form 60OA-93 or Form 60OB-93 0 10 20 30 40 50 60 70 80 90 100 ---------------------------------------X- 1 The maximum allowable EPI is 100. The lower the EPI the more efficient the home RESIDENTIAL ENERGY PERFORMANCE RATING SHEET ITEM HOME VALUE Low Efficiency High Efficiency SINGL CLR DBL TINT WINDOWS. . . . . . . . . . . . . . . . . . . . .Double Clear -------------X------- INSULATION. . . . . . . . . . . . . . . . . . R-10 R-30 Ceiling R-Value. . . . . . . . . 30.0 1 --------------------X1 R-0 R-7 Wall R-Value. . . . . . . . . 11.0 1 --------------------X1 R-0 R-19 Floor R-Value. . . . . . . . . 0.0 Ix-------------------- I AIRCONDITIONER. . . . . . . . . . . . . 10.0 SEER 17 .0 SEER. . . . . . . . . . . . . . . . . . . . . . 10.0 Ix-------------------- I HEATING SYSTEM. . . . . . . . . . . . . . 6.8 HSPF 12 .0 Electric HSPF. . . . . . . . . . . . 6.8 Ix-------------------- I WATERHEATER. . . . . . . . . . . . . . . . 0. 88 0.96 Electric EF. . . . . . . . . . . . . . 0.88 Ix-------------------- 1 0.54 0.90 Gas EF. . . . . . . . . . . . . . 0.00 1 --------------------- 1 0.40 0.80 Solar EF. . . . . . . . . . . . --------------------- I OTHERFEATURES. . . o . . . . . o . . . . o . . . . . . . . . o . . . . . . . . . . . . . . . . . I certify that these energy saving features required for the Florida Energy Code have been installed in this house. Builder Address:L&2 Signature: Date: /0 City/ZipQLqk�'� Florida Edergy Code for Building Construction - 1993 Florida Department of Community Affairs FL-EPL CARD93 Department of Community Affairs SN: 5411 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM 60OA-93 Residential Whole Building Performance Method A NORTH PROJECT NAME: 137 SL BUILDER: CENTEX AND ADDRESS: 1592 LINKSIDE DR S PERMITTING ICLIMATE JACKSONVILLE, FL 322 OFFICE: ATLANTIC BEA ZONE: 11_1 21_1 31_1 OWNER: CENTEX PERMIT NO. IJURISDICTION NO.261100 CK 1. New construction or addition 1 . New Construction 2 . Single family detached or Multifamily attached 2 . Single-Family 3. If Multifamily-No. of units 3. 0 4 . If Multifamily, is this a worst case (yes/no) 4 . 5. Conditioned floor area (sq.ft. ) 5. 1344 .00 6. Predominant eave overhang ( ft. ) 6. 1.00 7 . Porch overhang length (ft. ) 7 . 0.00 8. Glass area and type: Single Pane Double Pane a. Clear Glass 8a. O.Osqft 138.90sqft b. Tint, film or solar screen 8b. O.Osqft 0.00sqft 9. Floor type and insulation: a. Slab on grade (R-value, perimeter) 9a.R= 0 .00 , 147 .00 ft 10.Net Wall type area and insulation: a. Exterior: 2 . Wood frame (Insulation R-value) 10a-2 R=11.00, 944.00sqft b. Adjacent: 2 . Wood frame (Insulation R-value) 10b-2 R=11.00, 149.00sqft 11.Ceiling type area and insulation: a. Under attic (Insulation R-value) lla.R=30 .00 , 1344 .00sqft_ 12 .Air distribution systems a. Ducts (Insulation + Location) 12a. R= 6.00 uncond 13.Cooling system 13. Type: Central A/C SEER: 10.00 14.Heating System: 14 . Type: Heat Pump HSPF: 6.80 15.Hot water system: 15. Type: Electric EF: 0.88 16.Hot Water Credits: (HR-Heat Recovery, 16. DHP-Dedicated Heat Pump) 17 .Infiltration practice: 1, 2 or 3 17 . 2 18.HVAC Credits (CF-Ceiling Fan, CV-Cross vent, 18. CF HF-Whole house fan, RB-Attic radiant barrier, MZ-Multizone) 19.EPI (must not exceed 100 points) 19. 98.06 a. Total As-Built points 19a. 26080.76 b. Total Base points 19b. 26597 .96 ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- I Hereby certify that the plans and Review of the plans and specifications specifications covered by this calcu- covered by this calculation indicates lation are in compliance with the compliance with the Florida Energy Florida Energy Code. Code. Before construction is completed this building will be inspected for PREPARED BY: CQAA compliance in accordance with Section DATE:- 553.908 F.S. I hereby certify that this building is in compliance with the Florida Energy Code. OWNER/AGENT: BUILDING OFFICIAL: DATE: /0 DATE: Department of Community Affairs SN: 5411 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM 60OA-93 Residential Whole Building Performance Method A NORTH PROJECT NAME: 137 SL BUILDER: CENTEX AND ADDRESS: 1592 LINKSIDE DR S PERMITTING ICLIMATE JACKSONVILLE, FL 322 OFFICE: ATLANTIC BEA ZONE: 11_1 21_1 31_1 OWNER: CENTEX PERMIT NO. IJURISDICTION NO.261100 CK 1. New construction or addition 1. New Construction 2. Single family detached or Multifamily attached 2 . Single-Family 3. If Multifamily-No. of units 3. 0 4 . If Multifamily, is this a worst case (yes/no) 4 . 5. Conditioned floor area (sq.ft. ) 5. 1344 .00 6. Predominant eave overhang (ft. ) 6. 1.00 7 . Porch overhang length (ft. ) 7 . 0.00 8. Glass area and type: Single Pane Double Pane a. Clear Glass 8a. O.Osqft 138.90sqft b. Tint, film or solar screen 8b. O.Osqft 0.00sqft 9. Floor type and insulation: a. Slab on grade (R-value, perimeter) 9a.R= 0.00 , 147 .00 ft 10.Net Wall type area and insulation: a. Exterior: 2 . Wood frame (Insulation R-value) 10a-2 R=11.00, 944 .00sqft b. Adjacent: 2 . Wood frame (Insulation R-value) 10b-2 R=11.00, 149.00sqft 11.Ceiling type area and insulation: a. Under attic (Insulation R-value) lla.R=30 .00 , 1344 .00sqft_ 12 .Air distribution systems a. Ducts (Insulation + Location) 12a. R= 6.00 uncond 13.Cooling system 13. Type: Central A/C SEER: 10.00 14.Heating System: 14 . Type: Heat Pump HSPF: 6.80 15.Hot water system: 15. Type: Electric EF: 0.88 16.Hot Water Credits: (HR-Heat Recovery, 16 . DHP-Dedicated Heat Pump) 17 .Infiltration practice: 1, 2 or 3 17 . 2 18.HVAC Credits (CF-Ceiling Fan, CV-Cross vent, 18. CF HF-Whole house fan, RB-Attic radiant barrier, MZ-Multizone) 19.EPI (must not exceed 100 points) 19. 98 .06 a. Total As-Built points 19a. 26080.76 b. Total Base points 19b. 26597 .96 ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- I Hereby certify that the plans and Review of the plans and specifications specifications covered by this calcu- covered by this calculation indicates lation are in compliance with the compliance with the Florida Energy Florida Energy Code. Code. Before construction is completed this building will be inspected for PREPARED BY: compliance in accordance with Section DATE:- 10- S_ 553.908 F.S. I hereby certify that this building is in compliance with the Florida Energy Code. OWNER/AGENT: BUILDING OFFICIAL: DATE:- DATE:- SUMMER CALCULATIONS BASE AS-BUILT GLASS---------------- ORIEN AREA x BSPM = POINTS TYPE SC ORIEN AREA x SPM x SOF POINTS ------------------------------------------------------------------------------- N 80 .40 65.8 5290 .3 DBL CLR N 15.0 38. 3 .94 537 .2 DBL CLR N 42 .0 38.3 .94 1504.0 DBL CLR N 11 .7 38.3 .94 419.0 DBL CLR N 11.7 38.3 .94 419.0 E 9 .00 65.8 592 .2 DBL CLR E 9.0 79 .7 .94 677 .8 S 28 .50 65.8 1875.3 DBL CLR S 24 .0 66.2 .90 1432.6 DBL CLR S 4 .5 66.2 .90 268.6 W 21.00 65 . 8 1381.8 DBL CLR W 15.0 79 .7 .94 1129.7 DBL CLR W 6.0 79.7 .94 451.9 ------------------------------------------------------------------------------- . 15 x COND. FLOOR / TOTAL GLASS = ADJ. x GLASS ADJ GLASS GLASS AREA AREA FACTOR POINTS POINTS POINTS ------------------------------------------------------------------------------- . 15 1,344 .00 138.90 1.451 9, 139.62 13,265.28 1 6,839.83 --------------- NON GLASS------------ AREA x BSPM = POINTS TYPE R-VALUE AREA x SPM = POINTS ------------------------------------------------------------------------------- WALLS---------------- Ext 944 .0 .9 849.6 Ext Wood Frame 11.0 944 .0 1.70 1604.8 Adj 149.0 . 7 104 . 3 Adj Wood Frame 11 .0 149.0 .70 104 .3 DOORS---------------- Ext 21.0 6. 1 128 . 1 Ext Insulated 21.0 4 . 10 86. 1 Adj 18.8 2 .4 45. 1 Adj Wood 18.8 2.40 45. 1 CEILINGS------------- UA 1344 .0 . 6 806.4 Under Attic 30 .0 1344 .0 .60 806.4 FLOORS--------------- Slb 147 .0 -37 .0 -5439.0 Slab-on-Grade . 0 147 .0 -41.20 -6056.4 INFILTRATION--------- 1344 .0 8 .0 10752 .0 Practice #2 1344 .0 8.00 10752.0 TOTAL SUMMER POINTS 20,511.80 14, 182 . 15 --------------- TOTAL x SYSTEM COOLING TOTAL x CAP x DUCT x SYSTEM x CREDIT = COOLING SUM PTS MULT POINTS COMPON RATIO MULT MULT MULT POINTS ------------------------------------------------------------------------------- 20,511.80 .37 7 ,589.37 1 14, 182 . 15 1.00 1. 100 .340 .860 4,561.55 WINTER CALCULATIONS BASE AS-BUILT GLASS---------------- ORIEN AREA x BWPM = POINTS TYPE SC ORIEN AREA x WPM x WOF POINTS ------------------------------------------------------------------------------- N 80.40 -10. 6 -852 .2 DBL CLR N 15.0 7 .3 1. 10 120. 1 DBL CLR N 42 .0 7 .3 1. 10 336.2 DBL CLR N 11.7 7 .3 1. 10 93.7 DBL CLR N 11.7 7 .3 1. 10 93.7 E 9 . 00 -10. 6 -95.4 DBL CLR E 9.0 -9.2 .84 -69.3 S 28.50 -10. 6 -302 . 1 DBL CLR S 24 .0 -28.4 .96 -652 . 1 DBL CLR S 4 .5 -28.4 .96 -122.3 W 21 .00 -10 . 6 -222 .6 DBL CLR W 15.0 -9.2 .84 -115.5 DBL CLR W 6.0 -9.2 .84 -46.2 ------------------------------------------------------------------------------- . 15 x COND. FLOOR / TOTAL GLASS = ADJ. x GLASS ADJ GLASS GLASS AREA AREA FACTOR POINTS POINTS POINTS --------------------------------------------------------------- ------------- . 15 1,344 . 00 138.90 1.451 -1,472 .34 -2, 136.96 -361.59 NON GLASS------------ AREA x BWPM = POINTS TYPE R-VALUE AREA x WPM = POINTS ------------------------------------------------------------------------------- WALLS---------------- Ext 944 . 0 2 .2 2076.8 Ext Wood Frame 11.0 944 .0 3.70 3492.8 Adj 149. 0 3.6 536.4 Adj Wood Frame 11.0 149.0 3.60 536.4 DOORS---------------- Ext 21.0 12 .3 258. 3 Ext Insulated 21.0 8.40 176.4 Adj 18.8 11 .5 216.2 Adj Wood 18.8 11.50 216.2 CEILINGS------------- UA 1344 .0 1.2 1612 .8 Under Attic 30.0 1344 .0 1.20 1612 .8 FLOORS--------------- Slb 147 .0 8.9 1308 . 3 Slab-on-Grade .0 147 .0 18.80 2763.6 INFILTRATION--------- 1344 .0 7 .4 9945.6 Practice #2 1344 .0 7 .40 9945.6 TOTAL WINTER POINTS 13,817 .44 18,382 .21 TOTAL x SYSTEM HEATING TOTAL x CAP x DUCT x SYSTEM x CREDIT = HEATING WIN PTS MULT POINTS COMPON RATIO MULT MULT MULT POINTS ------------------------------------------------------------------------------- 13,817 .44 .55 7,599.59 1 18,382.21 1 .00 1. 100 .500 1.000 10, 110.22 WATER HEATING BASE AS-BUILT NUM OF x MULT TOTAL TANK VOLUME EF TANK x MULT x CREDIT TOTAL BEDRMS RATIO MULT ------------------------------------------------------------------------------- 3 3803.0 11,409 .00 40 .88 1.000 3803.0 1.00 11,409.00 SUMMARY 13ASE AS-BUILT COOLING HEATING HOT WATER TOTAL COOLING HEATING HOT WATER TOTAL POINTS + POINTS + POINTS = POINTS POINTS + POINTS + POINTS = POINTS ------------------------------------------------------------------------------- 7589 .4 7599.6 11409.0 26,597 .96 4561.5 10110.2 11409.0 26,080.76 EPI 98.06 ENERGY GUIDE For detailed information of the EPI rating number or for any ITEM listed, ask your Builder for EPI= 98. 1 DCA Form 60OA-93 or Form 60OB-93 0 10 20 30 40 50 60 70 80 90 100 ---------------------------------------X- 1 The maximum allowable EPI is 100. The lower the EPI the more efficient the home RESIDENTIAL ENERGY PERFORMANCE RATING SHEET ITEM HOME VALUE Low Efficiency High Efficiency SINGL CLR DBL TINT WINDOWS. . . . . . . . . . . . . . . . . . . . .Double Clear -------------X------- INSULATION. . . . . . . . . . . . . . . . . . R-10 R-30 Ceiling R-Value. . . . . . . . . 30.0 1 --------------------X1 R-0 R-7 Wall R-Value. . . . . . . . . 11.0 1 --------------------X1 R-0 R-19 Floor R-Value. . . . . . . . . 0.0 Ix-------------------- I AIRCONDITIONER. . . . . . . . . . . . . 10.0 SEER 17 .0 SEER. . . . . . . . . . . . . . . . . . . . . . 10.0 Ix-------------------- I HEATINGSYSTEM. . . . . . . . . . . . . . 6.8 HSPF 12 .0 Electric HSPF. . . . . . . . . . . . 6.8 Ix-------------------- I WATERHEATER. . . . . . . . . . . . . . . . 0.88 0.96 Electric EF. . . . . . . . . . . . . . 0.88 Ix-------------------- 1 0.54 0.90 Gas EF. . . . . . . . . . . . . . 0.00 1 --------------------- 1 0.40 0.80 Solar EF. . . . . . . . . . . . . . I --------------------- I OTHERFEATURES. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I certify that these energy saving features required for the Florida Energy Code have been installed in this house. Builder Addre s s:G We) Signature: Date: Zo - i--17V U, city/zi . Florida Etiergy Code for Building Construction - 1993 Florida Department of Community Affairs FL-EPL CARD93 SERIAL # 5411 RESMANUJ(c) WHOLE HOUSE HEAT GAIN / HEAT LOSS CALCULATION USING EP192-FLA/RES(c) DATA FILES (BASED ON A.C.C.A. MANUAL J - SEVENTH EDITION (c) 1986 by A.C.C.A. ) ------------------------------------------------------------------------------- NAME : 137 SL ADDRESS : 1592 LINKSIDE DR S CITY :JACKSONVILLE, FL 32233 OWNER :CENTEX BUILDER :CENTEX Conditioned Floor Area : 1344 SF Climatic Conditions & Design Conditions ---------------------------------------------------------------------------- Geographical Location : Florida I Jacksonville ---------------------------------------------------------------------------- North Latitude / Elevation 30 Deg. / 24 Ft. Above Sea Level Outdoor Winter Dry Bulb 32 Deg. F Indoor Winter Dry Bulb 70 Deg. F Winter (Actual) Temp.Diff. 38 Deg. F Winter Temp. Diff. (wTd) 40 Deg. F Outdoor Summer Dry Bulb 94 Deg. F Outdoor Summer Wet Bulb 77 Deg. F Outdoor Summer Humidity Ratio 114 Indoor Summer Relaltive Humidity 50% Indoor Summer Design Grains / Lb. 49 Indoor Summer Dry Bulb 75 Deg. F Indoor Summer Wet Bulb 62 . 3 Deg. F @ 64 Gr/Lb Summer Daily Range 19 Deg. F - L Summer (Actual) Temp.Diff. 19 Deg. F Summer (User Sel) Temp.Diff. (sTd) 20 Deg. F ---------------------------------------------------------------------------- * HEATING SUMMARY * * COOLING SUMMARY * ------------------------------------------------------------------- SUBTOTAL 20515.78 STRUCTURE SENSIBLE 9713.939 MECH.VENT- 200 Cfm 4180.00 SENS. + MECH.VENT : 13893.94 TEMP.SWING @ 3 DEG. : 1 .00 OCCUPANTAPPLIANCE 3000.00 DUCT LOSS 1025.79 DUCT GAIN 1689.39 TOTAL LOSS/BTUH 21541.57 TOTAL SENSIBLE 18583.33 TOTAL LATENT 12020.99 -------------------------------------------------------------------- 20% OVERSIZE FACTOR : 4308. 31 20% SENS.OVRSZE FTR: 3716.67 ACTUAL + 20% OVERSIZE: 25849.88 ISENS. + 20% OVERSIZE: 22300.00 -------------------------------------------------------------------- * EQUIPMENT SELECTION * -------------------------------------------------------------------- EQT. MANUF. MODEL # TYPE HTG INPUT HTG OUTPUT AFUE/HSPF SENSIBLE CLG aTENT CLG TOTAL— TONAGE (S)EER -CLG CFM HTG CFM- -------------------------------------------------------------------- 57 41 TAO 13 T3 13 T3A T33 3 14A 40 a3 Ln in C3 LO 08-05-1993 S 31 ZE: lz�.WP31.111ws 31 _<3 eage I of 1 10:26:34 TRUS JOIST MacMILLAN (MAST-siz-2001) MARK H. ROSE (SOIOD) Project Name: CENTEX HOMES - PLAN 13703 B Page Title: GARAGE DOOR HEADER ---------- TJSilingTI v3.40 ---- Btilding Code KER ---------- Type of Sale Distribution 1193040417 ---------- Application: Deflection Criteria (MR) Member Use............... HEADER Roof (non-snow load, LDL) LL Defl TL Defl Member Top Slope(in/ft)... 0.000 Stress Level............... 1331 Span I L/240 L/180 Roof Slopelin/ft)......... 6.000 Live Load(psf)............. 30.0 Floor Decking............... XIA Dead Load(psf)............. 17.0 Repetitive Member Use....... X/A Partition Load(psf)......... 0.0 Reinforced Overhangs........ X/A SPECIAL LOADS: Live Load 'Stress Dead Load Width Starting Point to End Add/Repl I UNIF(plf) 350 1331 220 Il'- 0.00' 51- 6.00' from Lt Repl 2 TRIAX(plf) 0/ 120 1331 0/ 75 51- 6.00, 0'- 0.00' from Lt Repl 3 COXC(Ib) 1750 1331 IND 5'- 6.00' from Lt Add 16" TJI 9 6 161- 6.00, ----------------------------------------------- S I Z 9 A X A L Y S I S ---------------------------------------------- IMPORTANT! The analysis presented below is output from software developed by Trus Joist MacMillan(TJM). Allowable product values shown are in accordance with current TJM materials and code accepted design values. The specific product application, input design loads and stated dimensions have been provided by others, have not been checked for conformance with the design drawings of the building, and have not been reviewed by TJM Engineering. Design assumes adequate continuous support of the joist compression flange. Web stiffeners are required at bearing 1, 2; and special load 3 Maximum Design Allowable Control Sbear(lb) 5253 5253 ( 5985 1141 RIGHT end Span I under 1331 stress TOTAL Load Moment(ft-lb) 24201 24201 ( 26215 1081 MID Span I under 1331 stress TOTAL Load Live Defl.(In) 0.595 ( 0.825 L/333 MID Span 1 under Live Load criteria Total Defl.(in) 0.971 < 1.100 L/204 MID Span I under Total Load criteria Span I Max. Reaction Total(lb) 4414 5253 Live(lb) 2707 3223 Assumed Brg. Length(in) 3.00 3.00 Max. Unbraced Length(in) 48 Copyright (c) 1993 by Trus Joist MacMillan, a limited partnership, Boise, Idaho. TJI(R) Is a registered trademark of Trus Joist MacMillan. TJSiZjngTM is a trademark of Trus Joist MacMillan. TRUSS SPECIFICATIONS FOR CENTEX HOMES 3703 B & D MASTER CX3703BD 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 94091716 04-05-1994 USR732 94091741 04-01-1994 USR732 94091717 04-01-1994 USR732 94091742 04-01-1994 USR732 94091718 04-01-1994 USR732 94091743 04-01-1994 USR732 94091719 04-01-1994 USR732 94091744 04-01-1994 USR732 94091720 04-01-1994 USR732 94091745 04-01-1994 USR732 94091721 04-05-1994 USR732 94091722 04-01-1994 USR732 94091723 04-Ql-1994 USR732 94091724 04-01-1994 USR732 94091725 04-01-1994 USR732 94091726 04-01-1994 USR732 94091727 04-01-1994 USR732 94091728 04-01-1994 USR732 94091729 04-01-1994 USR732 94091730 04-01-1994 V USR732 94091731 04-01-1994 USR732 94091732 04-01-1994 USR732 94091733 04-01-1994 USR732 94091734 04-01-1994 STATE OF USR732 94091735 04-01-1994 A" USR732 94091736 04-01-1994 03 B & D MASTE USR732 94091737 04-01-1994 E Q USR732 94091738 04-01-1994 USR732 94091739 04-01-1994 USR732 94091740 04-01-199 1PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. TOP CHORD: I ROW LB 16" o.c. UPLIFT (LB): 12091- 1174 SOT CHORD: I ROW L3 6" o.c. r\j BRG.LOC (FT) : 0.00 21.04 WEBS : I ROW @ 4' o.c. TRUSS DESIGNED FOR 110.00 MPH WIND, 15.00 FT ABOVE GROUND REPEAT NAILING AS EACH LAYER IS APPLIED. USE EQUAL SPACING u:) WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) . BETWEEN ROWS AND STAGGER NAILS IN EACH ROW TO AVOID SPLITTING, A. 1991 STANDARD BUILDING CODE. ENCLOSED, MWFRS. (1) 1/2*_bolts MAY BE USED FOR 0 iOd_box_pails ON 0 6 THE BOTTOM CHORD ONLY. (o A RIGIO CEILING OR CONTINUOUS LATERAL BRACING AT 24" D.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. ru THIS GIRDER DESIGNED TO CARRY 30-00-00 TRUSSES FRAMING TO 0 BOTTOM CHORD FROM ONE SIDE AND 02-00-00 FRAMING TC/BC SPLIT FROM OTHER SIDE. T C�3 X 3X8 Ln C3XB (Al) 3XB (Al) x X1 x 1 -0 10-8-0 0-6 21 '4' OVER 2 SUPPORTS 10 R=6336# W=3"8 R=6253# W-3"S PLT. TYP.- CLARY-V2 nFSTGN CRTT TPI F[ /l/l/l/E/-/- Rev 17.2h SCALE 0.2500 **IMPORTANT*x CLARY DIVISION OF ALPINE WARN I NGIAUSSES REQUIRE EXTREME CARE TC LL 20 .0 PSF REF A732--7OB58 SHALL NOT BE RESPONSIBLE FOP I N HANDLING. ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY SPACING. SEE HIB-91 BY TPI. SEE THIS DESIGN TC OL 7 . 0 PSF DATE 04/01/94 ARY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST68 BY TPI. FOR*A.MITIONAL SPECIAL PERMANENT BRACING RE CLARY CONNECTORS ARE MADE OF 206A GALV. STEEL MEETING ASTM QUIREKENTS. UNLESS OTHEAWISE INDICATED, TOP E3C OL 10 . 0 PSF DRW USR732 9-4091720 AAA6 UP 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD BC LL 0 .0 PSF BY: OLDZf- 1801 S. Gr:at,SoUth�eSt Pkwy. CONNECTORS PER DRAWINGS 130. 150 9 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACKED RIGID CEILING --SEE TOT.LD. 37 .0 PSF CONFIRM W/APPLICASU PROVIS1084S OF HIS 6 7PI. AN ENGINEER'S TECHNICAL UPDATE (7/1/911 FDA SUGGE67ED Gr a nD Pr I r e' TX 75051 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS DUR.FAC. 1 . 25 214) 66 D 3940 NIT BE C N C T I ��2��LL RELIED UPON 1.ANY OTHER WAY. oEsirN TO THE YRUSS ERE TIO ON RAC OR. TRUSS PLATE INSTITUTE. ;ZS 1993 NATIONAL DESIGN SPECIFICATION FDA WDOO CONSTRUCTION SPACING see above Joc: (CX37038 I 0--Centex Homes Inc 3703 B & D MASTER) / T6 10' Hip Girder 5'SB THIS DWG, PREPARED FROM COMPUTER INPUT (L.OADS & DIMENSIONS) SUBMITTED BY TRUSS MFA. TOP CHORD 2X4 SP #2 N SPECIAL CONNECTION/HANGER FOR 447,76# REACTION AT RIGHT END. BOT CHORD 2x4 SP #2 N C WEBS 2xA SP #3 PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. In UPLIFT (LB) : 350 350 BRG.LOC (FT) : 0.00 9.75 14 TRUSS DESIGNED FOR 110.00 MPH WIND, 15.00 FT ABOVE GROUND w SPECIAL CONNECTION OR HANGER REG'D FOR CONCENTRATED LOAD (S) . WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) , ni 1� 1991 STANDARD BUILDING CODE. ENCLOSED, MWFRS. SPECIAL CONNECTION/HANGER FOR 48A.64# REACTION AT LEFT END. LO TRUSS DESIGNED WITH EGUAL LENGTH PANELS UNLESS DIMENSIONED. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" D.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. Lo ru #1 HIP,--DESIGNED TO SUPPORT 05-00-00 JACKS IN FRONT AND 03-00-00 JACKS ON ENDS. JACKS HAVE NO WEBS. C5X5 -C 5 X (R) IT) T L44 C3X5 3X5 ru M C3X4 3-0-0 -L 4-0-0 3-0-0 CbX4 J7. 204#. 204# - C21x i � to , -1 R= 673# W=3" OVER 2 SUPPORTS R=63#: W-3 PLT . TYP.- CLARY-V2 DESIGN CRIT TPT F[ /l/l/l/E/-/- Rev 17.2h SCALE 0.5000 **IMPORTANT** CLARY DIVISI.OFALPINE URUSSEMSDREUQUIPZEEXTREME CARE TC LL 20 . 0 PSF REF A732--70861 SMALL NOT BE RESPONSIBLE FOP WARN-IN IN HA LI G, RECTION AND CLDEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY SAACINb. SEE HIS-91 BY TPI. SEE THIS DESIGN TC OL 7.0 PSF DATE 04101194 ARY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH GSTSS BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE CLARY CONNEC70PS ARE MADE OF 206A GALV. STEEL MEETING ASTM QUIREMENTS. UNLESS OTHERWISE INDICATED. TOP BC OL 10 .0 PSF ORW USR732 94091723 f AID- A446 GR B EXCEPT AS NOTED. APPLY CONWECTDRS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER �Qauct` '" TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHLNG. BOTTOM CHORD BC LL -.0 -.0. PSF BY:. - -0 L 0 Gr::t,SOUth.eSt Pkwy. CONNECTORS PEA DRAWINGS 130. t5O& ISOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED-PfGlS,.CEILjNG--SEE -;. ' I - 1801 S. CONFORM W/APPLICAaLE PROVISIONS OF MOS 9 TPI. AN ENGINEER!$ TECHNICAL UPDATE- (7/l/90,FOR-SUSSESTED TOr:LD. 37.'.0;. PSFz GranO P r e. TX 75051 1 4 "6 _ SEAL ON THIS DRAWING APPLIES TO THE CDW�T DVICTED HERE- DRYWALL-APPLICAT-ION. FURNISH.A COPY OF THIS OUR-:FAC. 1-.2 5;. ai I so 3940 NOT BE RELIED�UPOW-JW ANY-O7HER!*AY_-- __jDESIfiM_TQ`_TME F.2.Ny� AMPLATE INSTrTUTE. "L DESIW-SPECIFICATI=rOR=CON1011WTIOM. I Job: True Truss (CX370380--CenteX Homes Inc 3703 8 & 0 MASTER) TI 21*A' Hip Girder 7'BES OWG. PREPARED FROM COMPUTER INPUT (LOAOS & 01MENSIONS) SUBMITTEO BY TRUSS MFR. -4 TOP CHORD 2x4 SP #2 N ***LOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATOR*** >< BOT CHORD 2x6 SP #1 Dense C WEBS 2x4 SP #3 PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. UPLIFT (LB): 810 810 BRG.LOC (FT) : 0.00 21.04 14 LOAD CONTINUOUS LOADS LOAD CONC. LOADS TRUSS DESIGNED FOR 110.00 MPH WIND, 15.00 FT ABOVE GROUND w CASE SIDE L-PLF R-PLF START END CASE SIDE MAG X-LOC WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) . ru 0 T 54.0 54.0 -1.5 22.8 0 B 248 15.8 1991 STANDARD BUILDING CODE. ENCLOSED. MWFRS. 0 8 20.0 20.0 0.0 21.3 0 B 546 16.3 to 0 B 248 5.5 TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. N 0 'B 546 5.0 0 A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. to MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. SPECIAL CONNECTION OR HANGER REQ'D FOR CONCENTRATED LOAD (S) . Cl C5x C2x3 X7 C3X4 3X4 C3X4 43,X 4 4X5 (A CAX5 (Al) 4�X5 (A i) C2X3 C 3X5 C7X7 C3x5 C2X3 5461-N 4�Z48k 2&j 0'46# 7 7-0-0 1 7-4-0 7-0-0 oil jz41� 21-4-0 4-1 21 -4" OVER 2 SUPPORTS R-1659# W-3"8 R-1659# W-3"S Seq: 11054 PLT. TYP.- CLARY-V2 DESIGN CRIT TPI FL/i/l/i/E/-/- Rev 17.2h SCALE - 0.2500 **IMPORTANT** CLARY DIYISIDN OF ALPINE WARN INGTRuss"s REQUIRE EXTREME CARE TC LL 20 .0 PSF REF A732--70854 SMALL NOT BE RESPONSIBLE FOR M HANDLING. ERECTION AND DEYIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIS-9t BY TPI. SEE THIS DESIGN TC DL 7 .0 PSF DATE 04/05/94 ARY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST68 BY TPI. FOP AbOITION4L SPECIAL PERMANENT BRACING PC CLAPY CONNECTORS ARE MADE OF 206A MY. STEEL MEETING ASTH QUIREMENTS. UNLESS OTHERWISE INDICATED. TOP BC OL 10 .0 PSF DAW USR732 94091716 of Alvl�t A446 OR 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SMALL BE LATERALLY 9PArEO WITH PROPER TRUSS AND U04-ESS OTHMISE LOCATED ON THIS DESIGK POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LL 0 .0 PSF BY: OL CONNECTORS PEP DRAWINGS 130, 150 9 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE 1801 S' Gr*&t Southw#St PkWY- CONFORM W/APPLICABLE PROVISIONS OF NOS 9 TPI. AN ENGINEER'S TECHNICAL UPDATE 0/t/211 FOR SUGGESTED TOT.LD. 37.0 PSF GrSnd AlSirlo. YX 75051 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE OPYKALL APPLICATION. FURNISH A COPY OF THIS -- (21 4) 660-3940 SMALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TAM EW 1ION CONTRACTOR. OUR.FAC. 1 .25 i'".!�Tlp-i !!!TPUlS PLATE INSTITUTE. NOS - 1991 NATIONAL DESIGN SPECIFICATION FOR 01000 CON11TO(jr7yoN I qpArTMr, 24.0" jar): tcx�/ujtju--t;entex Homes inc j/v-i v 6-Li ��D,��i TOP CHORD 2X4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2xA SP #2 N UPLIFT (LB): 410 410 WEBS 2x4 SP #3 BRG,LOC (FT) : 0.00 21.04 (n TRUSS DESIGNED FOR 110.00 MPH WIND. 15.00 FT ABOVE GROUND WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) . TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. 1991 STANDARD BUILDING CODE. ENCLOSED, MWFRS. ri A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C, MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 0 C5X5 (R) C5X5 (R) T C2X4 4 C3X4 (Al) 3X4 (Al) 5 C3X8 9-0-0 3-4-0 -1- 9-0-0 21 -A" OVER 2 SUPPORTS R=865# W-3"S R-865# W-3"B PLT . TYP. - CLARY-V2 DFSIGN CRTT TPT F[_/l/l/l/F4-/- Rev 17.2h SCALE 0.2500 **IMPORTANT** CLARY DIVISION IF ALPINE WARN I NGTRUSS2S REQUIRE EXTREME CARE TC LL 20..0 PSF REF P732--70855 SHALL NOT BE RESPONSIBLE FOP 14 HANDLING, ERECTION AND I CLDEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIS-St BY TP3. SEE THIS DESIGN TC OL 7 .0 PSF DATE OA/01/94 ARY FAILURE TO BUILD THE TRUSS IN CONF014MANCE WITH UST68 BY TPI. FDAADOITIONAL SPECIAL PERMANENT BRACING RE - CLARY CONNECTORS ARE MADE OF 20GA GALY. STEEL MEETING ASTM QUIhEMENTS. UNLESS OTHERWISE INDICATED. TOP BC DL 10..0 PSF DRW USR732 94091717 ivision o( Ajvi�, AAAG GR 9 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORE) SHALL BE LATERALLY BRACED WITH PROPER T"S AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD PS BC LL 0 .0 F by. 1801 S. Gr:atjSOUthweSt Pkwy. CONNECTORS PER DRAWINGS 139. 150 9 ISOA-F. DESIGN STANDARDS WITH PROPERLY ATTACYIED RIGID CEILING--SEE' ,TOT%.LD 37'.0- P95, CONFORM W/APPLICASLE PROVISIONS OF NOS 9 4PI. AN ENGINEER'S TECHNICAL UPDATE 17/1/91) FOR SUGGESTED Gr a n I ---1:Llr;.APPLICA7 ION,-FURNISH,A;COPY-OF 7HJS� WR F-Ac'. a Pr r 1. YX 75051 SEAL ON-THIS DRAKING APPLIES:ZO THE,CDMPOME*T DEPIC4ED HER. 214) 110-3940 IN ONLY, AND SMALL NOT BE RELIED UPON IN-ANY 07HER WAY. THE TRUSS ERECTION*CONTRACT -TPI 'TRUSS PLATE INSVITUTE. NOS 1991 KATIONAL DESIGN SPECIFICATION FDA NOW CONSIRUCTION25., 01. c Job:' (CX370360--Centex Homes Inc 3703 8 G D MASTER) / T3 21*4' Common THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS G DIMENSIONS) SUBMITTED By TRUSS MFA. TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP #2 N UPLIFT (LB): 410 410 C WEBS 2x4 SP #3 BRG.LOC (FT): 0.00 21.04 tn TRUSS DESIGNED FOR 110.00 MPH WIND. 15.00 FT ABOVE GROUND M WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) . -4 TRUSS DESIGNED WITH EOUAL LENGTH PANELS UNLESS DIMENSIONED. 1991 STANDARD BUILDING CODE. ENCLOSED, MWFRS. uj ru A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C, MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 0 CD T C4X4 C2X4 2X4 F 6 F,- Ln C3X4 (Al) C3-X4 (Al) =4 C5X5 C3X4 10-8-0 10-8-0 21 '4- OVER 2 SUPPORTS R=865# W=3"8 R-865# W-3"8 PLT . TYP.- CLARY-V2 QFSTGN CRIT TPT Ft /i/l/I/E/-/- Rev 17.2h SCALE 0,2500 **IMPORTANT** CLARY DIvISIONOF ALPINE WARN I NGTIANvssEs REQUIFM EXTREME CARE TC LL 20 .0 PSF REF R732--70856 $HALL NOT BE RESPONSIBLE FOR HANDLING. ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACINt. SEE HIO-91 BY TPI. SEE THIS DESIGN TC OL 7 .0 PSF DATE 04/01/94 ARY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OS168 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE CLARY CONNECTORS ARE MADE OF 200A GALV. STEEL MEETING AGIN GUIRMNTS. UNLESS OTHERWISE INDICATED. TOP BC OL 10 .0 PSF DRW USR732 94091718 CCL�Ijof Ajpi� A446 CA 6 EXCEPT AS NOTED. APPLY CONNECTORS 70 EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER o TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LL 0 .0 PSF BY: OL 1601 S. G CONNECTORS PER DRAWINGS 130. 150 Z 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTAO�IED RIGID CEILING--SEE- jT0T---..La.- 3 7 .0:'- PSP� G a r:at SoUthWaSt PkWy. CONFORM W/APPLICASLE PROVISIONS OF NOS 9 TPI. AN ENGINEER-S TECHNICAL UPDATE (7/1/921 FOR SUGOESTED r nd Pr I rie. YX 75052 SEAL ON THIS DRAWING�APPLIES TO THE COMPONENT OE TED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS 1� 25.. I , 0-3 1 GTZCWAY. DURIF'AC.. 21 1 66 940 HOT BE RELI.UPON-1.ANY DESIGN WINE TRUSS ERECTION CO~TLAi t99S NATIONAL DESIGN SPECIFICATION FDA 24i 0-- PLATE INSTITUTE. NOS CONSTRUCTION Joo: (CX3703BD--Centex Homes Inc 3703 8 G D MASTER) / T21 21'4" Common THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP #2 N UPLIFT (LB) : 410 310 C WEBS 2x4 SP #3 BRG.LOC (FT) : 0.00 21.04 Ln TRUSS DESIGNED FOR 110.00 MPH WIND, 15.00 FT ABOVE GROUND WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) . TRUSS DESIGNED WITH EGUAL LENGTH PANELS UNLESS DIMENSIONED. 1991 STANDARD BUILDING CODE. ENCLOSED, MWFRS. w ru A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" D.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 0 T C4X4 :Yl C2X4 2X4 a) Ln C3X4 (Ai) 3WAI) 3 E33 ---7bXb C3X4 10-8-0 10-8-0 21 '4" OVER 2 SUPPORTS R=B68# W-3"8 R-786# W-3"8 PLT . TYP. - CLARY-V2 DFSTGN CRTT TPT FL/l/l/l/E/-/- Rev 17.2h SCALE 0.2500 **IMPORTANT** CLARY DIVISION OF ALPINE WARNINGTRUSSE REQUIRE EXTREME CARE TC LL 20 .0 PSF REF P732--70857 SHALL NOT BE RESPONSIBLE FOP IN KA:�ING. ERECTION AND I DEVIATION FROM THIS DESIGN DR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIO-91 BY TPI. SEE THIS DESIGN TC OL 7 .0 PSF DATE 04/01/94 ARY FAILURE TO BUILD THE TRUSS IN COWOR14ANCE WITH QSTSS BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE CLARY CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM QUIAE.MENTS. UNLESS OTHERWISE INDICATED. TOP BC OL 10 .0 PSF DRW USF1732 94091719 OC'L.�,.iof A I D�" AA46 GA 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED-WITH PROPER W_R"o TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHTING. BOTTOM CHORD BC LL 0 .0 PSF BY: 0 L DAjr- L-, CONNECTORS PER DRAWING$ 130. 150 9 ISOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING-SEE 1801 S. Gr:at,SoUthweSt Pkwy. CONFORM W/APPLICABLE PROVISIONS OF kDS 9 TPI. AN ENGINEER'S TECHNICAL UPDATE (7/t/911 FDA SUGGESTED TOT.LD. '37 .'-0 PSF: 0 Gr a no Pr I r 7X 75051 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS 1 .25 23 1 660_;.940 NOT SE RELIED UPON IN ANY OTHER WAY. I DESIGN TO THE TOM ERECTION-CONTRACTOR. i AC. L DESIGN SPECIFICATION FORW000 COMTRUCTI I ISPACING `.2�P� A;MLPLA7E INSTITUTE. ADS - 1991 NATIONA ON� 24:0" Job: True Truss (CX370380--Centex Homes Inc 3703 8 & 0 MASTER) T5 7' Mono Hip Girder THES DWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N %**LOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATOR*** X BOT CHORD 2X4 SP #2 N C SPECIAL CONNECTION/HANGER FOR 545.66f REACTION AT RIGHT END. w WEBS 2x4 SP #3 M PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. LOAD CONTINUOUS LOADS LOAD CONC. LOADS UPLIFT (LB) : 270 300 CASE SIDE L—PLF R—PLF START END CASE SIDE MAG X—LOC BRG.LOC (FT): 0.00 6.75 0 T 54.0 54.0 —1.5 7.0 0 T 29 0. 1 TRUSS DESIGNED FOR 110.00 MPH WIND. 15.00 FT ABOVE GROUND 0 a 20.0 20.0 0.0 7.0 0 T 109 5.0 WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) . (0 0 5 9 0.1 1991 STANDARD BUILDING CODE. ENCLOSED. MWFRS. h. 0 0 8 333 5.0 to TRUSS DESIGNED WITH EOUAL LENGTH PANELS UNLESS DIMENSIONED. SPECIAL CONNECTION OR HANGER REG'D FOR CONCENTRATED LOAD (S) . A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' D.C. ru MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 109# C5X L; T U T 0j Vu C2X4 (Al) lml\r 4'3 U C2X3 9#' 33# C3X3 5-0-0 2-0-0 7-0-0 7' OVER 2 SUPPORTS R-528# W-3"S R-546# W-3" Se �105�000 PLT, TYP.— CLARY—V2 DESIGN CRIT TPI FL/l/l/l/E/-/- Rev 17.2h SCAL:E 0. **IMPORTANT** CLARY OTYISION OF ALPINE WARNINGTRUSKS REQUIRE EXTREME CARE TC LL 20 .0 PSF REF R732--70859 SHALL NOT BE RESPONSME FOR N HANDLING. ERECTION AM DEYIATION FROM THIS DESIGN OR THESE SPErIFICATIONS. OR ANY BRACING. SEE HID-91 BY TPI. SEE THIS DESIGN TC OL 7.0 PSF DATE 04/05/94 ARY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTSS BY TPI, FOR ADDITIONAL SPECIAL PEPM&WAT BRACING RE CLAwY CONNECTORS APE KAM OF 206A GALV. STEEL MEETING ASYM OUIREMENTS. UNLESS DTHEAWISE INDICATED. TOP BC OL 10 .0 PSF DRW USR732 94091721 A446 GA 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY SAACED WITH PROKA f'o,--d P""Vctw' 'M T"S AM UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LL 0.0 PSF BY: OLD kC: L� CONNECTORS PER DRAWINGS 130. 150 9 %OA-r. DESIGN STk0AROS WITH PROPERLY ATTACHED RIGID CEILING —SEE TOT.LD. 37 .0 PSF 1601 S' Great SoUth"St PkwY- CONFORM W/APPLICASLE PROVISIONS OF NOS 9 TPI. AN ENGINEER'S TECHNICAL UPDATE (7/1/911 FOR SUGGESTM Grand.Preirle. TX 75051 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT WICTED HERE DRYWALL MWLICATIOM. FUllkISH 0,CC"OF THIS DUR.FAC. 1 .25 23 ) 660-3940 LL NOT BE RELIED UPON IN ANY OTMER WAY. AWOEMCW,TO THE TRUISS VWCTIOM COMIRKTOR. i !-TlrsStl!PLATE INSTITUTE. NO$- 1191 NATIONAL.DES FICATION FOR WOOD COMBINATION SPACING 24-0. I 1 up' L'rlumu ':A 4 0' 6ense BoT cHono 2X6 SP #1 WEBS 2XA SP #3 PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. Ln UPLIFT (LB): - 262,-- looz, m BRG.LOC (FT) : 0.00 .75 li TRUSS DESIGNED FOR 110.00 MPH WIND. 15.00 FT ABOVE GROUND Lo �7SPECIAL CONNECTION OR HANGER REQ'D FOR CONCENTRATED LOAO (S) . WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) . ro 1991 STANDARD BUILDING CODE. ENCLOSED. MWFRS. TRUSS DESIGNED WITH EGUAL LENGTH PANELS UNLESS DIMENSIONED. Lo THIS GIRDER DESIGNED TO SUPPORT 10-00-00 SPAN HIPSET Z. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" D.C. WITH 03-00-00 SETBACK FRAMING TO BOTTOM CHORD FROM ONE SIDE. 0 MUST BE PAOPERLY ATTACHED TO THE BOTTOM CHORD. OPPOSITE SIDE SUPPORTS 2 -00-Oa U:) ru C5X6 Q2X4 T T UD z m m 3X4 (Al) 4-3 C--L- :�E� —7� 5-6-8 1-5 C3X4 7' -I R=510# W=3"S OVER 2 SUPPORTS R=739# W=3" PLT. TYP.- CLAPY-V2 DESIGN CRTT TPT Ft-/I/I/I/E/-/- Rev 17.2h 5CALE 0 5000 *KIMPORTANT*x CLARY DIVISION OF ALPINE WARN I NGTRUSSES REQUIRE EXTREME CARE TC LL 20 .0 PSF REF P732--70860 SHALL NOT BE RESPONSIBLE FOR IN HANDLING, ERECTION AM DEVIATION FROM THIS DESIGN DR THESE SPECIF ICATIONS. OR ANY BRACING. SEE HIS-91 BY TPI. SEE THIS DESIGN TC OL 7 .0 PSF DATE 04101194 ARY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST68 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE CLARY CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASIM GUIRMENTS. UNLESS OTHERWISE INDICATED. TOP BC OL 10 .0 PSF DRW USR732 9-409J722 cc,tvaslom of Aloi� A446 GR 5 EXCEPT AS NOTED. APPLY CONNECTOAS TO EACH FACE OF CHORD SMALL BE LATERALLY BRA= WITH PROPER I.c TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATH;WG. BOTTOM CHM BC LL 0 . 0 PSF BY: 0 L 0 CONNECTORS PEA DRAWINGS 130. 150-C 160A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILI NO,--sm, T 0 ".LD' 1501 S. Great South.est Pkwy, CONFORM W/AppLjC ABLE PROVISIONS OF NOS 9 TPI. AN ENGINEER'S TECHNICAL UPDATE 17/t/911 FOR SUGGESTED 3 7'.0' OS' F Gr a nO Prairie. TX 75051 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF-THIS,- OUR--FAC-. 11. 25-- ,""I 66,_,940 ONLY, AND SHALL NOT BE RELIED LFON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION-CONTAACTOR;- PN.--TPI TRUSS PLATE INSTITUTE. NOS 1991 NATIONAL DESIGN SPECIFICATION FDA WOOD CONSTRUCTION ISPACING see above,. TOP CHORD 2x4 SP #2 N SPECIAL CONNECTION/HANGER FOR 370.00# REACTION AT RIGHT END. BOT CHORD 2xA SP #2 N c WEBS 2x4 SP #3 PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. cn UPLIFT (LB) : 200 200 BRG.LOC (FT) : 0.00 9.75 111 SPECIAL CONNECTION/HANGER FOR 370.00# REACTION AT LEFT END. TRUSS DESIGNED FOR 110.00 MPH WIND. 15.00 FT ABOVE GROUND w WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) . ri THIS DESIGN TO BE USED WITH DRYWALL OR OTHER FLEXIBLE CEILING 1991 STANDARD BUILDING CODE. ENCLOSED. MWFRS. ONLY, 00 NOT USE WITH PLASTER CEILING, to TRUSS DESIGNED WITH EGUAL LENGTH PANELS UNLESS DIMENSIONED. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" D.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. to C4X4 6 F,- 0 M -C2X4 C2X4 5-0-0 5-0-0 hX4 C3x4l 10' OVER 2 SUPPORTS R=370# W=3" R=PO# W=3" PLT , TYP.- CLARY-V2 DESIGN CRIT TRI Ft /I/l/l/F/-/- Rev 17.2h SCALE 0.5000 *xIMPORTANT** CLARY DIVISION OF ALPINE TC LL 20 .0 PSF REF P732--70862 ALL NOT BE RESPONSIBLE FOP WARNIN GTRUSSCS REQUIRE EXTREME CARE 38 f I N HANDLING, ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN TC OL 7 . 0 PSF DATE 04/01/94 ARY FAILURE To BUILD THE TRUSS IN CONFORMANCE WITH OSTSB BY TAT. FOR KDDITIONAL SPECIAL PERMANENT BRACING RE CLARY CONNECTOM ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUIA&ENTS. UNLESS OTHERWISE INDICATED, TOP BC DL 10 . 0 PSF DRW USR732 94091724 C�c,tvi.lom of AIDIne AAA6 GA B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER "'o"" '�- TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LL 0 .0 PSF BY: OLOA.F CONNECTORS PEA DRAWINGS 130. 150 9 15OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE 'PSF 1801 S. Great SOUthwest Pkwy, CONFORM W/APPLICABLE PROVISIONS OF NOS 9 TPI. AN ENGINEEA*S TECHNICAL UPDATE 17/l/91) FOR RMESTED TOT.LD. 37 .0 Grand Prai r le, TX 75051 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY Of THIS 121,11 560-3940 &!2 LL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACT DUR.FAC. 1 .25 ".-21'44 S PLATE INSTITUTE. NOS 1991 NATIONAL DESIGN SPECIFICATION FDA WOOD CONSTRUCTION SPACING 24.0" job: (Cx;7036O--&entex Homes Inc 3703 8 & 0 MASTER) / T19 12'8" Special THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS G DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2XA SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP #2 N UPLIFT (LB) : 290 290 C: WEBS 2:X4 SP #3 BRG.LOC (FT) : 0.00 12.38 (f) TRUSS DESIGNED FOR 110.00 MPH WIND, 15.00 FT ABOVE GROUND WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) . TPUSS DESIGNED WITH EGUAL LENGTH PANELS UNLESS DIMENSIONED. 1991 STANDARD BUILDING CODE. ENCLOSED, MWFAS. uj ro A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" D.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. to Ln —F C4X4 CAX6 (R C2WAI) C2WAi) d"3 3 C4XS (R) 1 '4" 6-4-0 6—A-0 1 -4- 5—A-0 —F 2--0 o 7 5-4-0 12'8" OVER 2 SUPPORTS R=54A# W=3"S R-544# W-3"S -PLT. TYP.— CLARY—V2 OFSTGN CRIT TPI Fj /j/i/1/F/—/— Rev 17.2h SCALE 0,5000 **IMPORTANT** CLARY DIVISION OF ALPINE WARNINgAUSSES REQUIRE EXTREME CARE TC LL 20 .0 PSF REF P732--70863 SHALL NOT BE RESPONSIBLE FDA I N HANDLING, ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIS-9i BY TPI. SEE THIS DESIGN TC OL 7. 0 PSF DATE 04/01/94 ARY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST88 BY TPI. FOA.9011IONAL SPECIAL PERMANENT BRACING RE CLARY CONNECTORS ARE MADE OF 20GA GALV. 97EEL MEETING ASIM OUIR E'MENTS. UNLESS OTHERWISE INDICATED. TOP BC OL 10 . 0 PSF DRW USR732 94091725 Aivin. "46 GA 9 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER ....... *—"' '- TPUSSCAND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY A77ACW-D PLYWOOD SHEAIHI'NG' 150TTOM L14ORD BC LL 0 .0 PSF BY: 0 L D 61 %i S. Great OUthweSt PkWy, CONNE TORS PER DRAWINGS 130. 150 & ISOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE TOT.LD� 37 .0.. Psr CONFORM W/APPLICABLE PROVISIONS OF NOS 9 TPI. AN ENGINEER'S TECHNICAL UPDATE 17/1/931 FOR SUOSESTED Grand Prairie. TX 75051 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A CDPY OF THIS (214) 560-3940 !t2 T BE REL=UPON IN ANY OTHER WAY, DESIGN TO THE TRUSS ERECTION CONTR OR. DUR.FAC. 1 .25 ;MLL NO — PLATE INSTITUTE. NDS - 1991 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTPUCTI.N 18PACING ' 24-0" Job'. (CX370380--Centex Homes Inc 3703 8 G D MASTER) T20 12'8' Special THIS OWG. PREPARED FROM COMPUTER-INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP #2 N UPLIFT (LB) : 200 290 C WEBS 2xA SP #3 BRG.LOC (FT) : 0.00 12.38 TRUSS DESIGNED FOR 110.00 MPH WIND, 15.00 FT ABOVE GROUND WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. 1991 STANDARD BUILDING CODE. ENCLOSED, MWFPS. ri A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 2A" D.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. LO ru Cl C4X-4- LO C 4 X 6 (R) C2X4 (Al) 1,3*2 2WAI) --r- 4-3 3 C4X6 (R) 6-4-0 6-4-0 1 4" 5-4-0 1 - 2-6-6 5-4-0 T 12'8" OVER 2 SUPPORTS R=462# W=3"6 R-550# W-3"8 PLT . TYP,- CLARY-V2 DESTGN CRTT TPT F[ /1/1/1/F/-/- Rev 17.2h SCALE 0 .5000 **IMPORTANT** CLARY DllIrION OF ALP�-E USSES REQUIRE EXTREME CARE SHALL WARNINGTR TC LL 20 .0 RSF REF P732--70864 NOT BE RESPONSIBLE FOP N HANDLING, ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIO-91 BY TPI. SEE THIS DESIGN TC DL 7 . 0 PSF DATE 04101194 ARY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH QST88 BY TPI. FDA ADDITIONAL SPECIAL PERMANENT BRACING RE CLARY CONNECTORS ARE MADE OF 20GA GALY. STEEL MEETING ASIM OU14MENTS. UNLESS OTHERWISE INDICATED. TOP BC DL 10 .0 PSF DRW USR732 94091726 CC,L�3-1-Of Alotne A445 GA 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER E'D TRUSS AND U14-ESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LL 0 .0 PSF BY: OLDA-,O 1,1 CONNECTORS PER DRAWINGS 130. 150 G 15OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILIW--SEE le0l S. Great SOUthw9St Pkwy. CONFORM W/APPLICABLE PROVISIONS OF NO$ 9 TPI,,AN ENGINEER*S TECHNICAL UPDATE (7/l/91) FOR.SUGGESTED.. TOT.LD'. 3.7 -0- PSF Grand Pral it, YX 75051 r SEAL DWTMIS DRAWING APPLIES TOJHE COMPOMENT-MICTIED'HERE- ORYWAL& APPLICATION,FURMISWA 1214) 660-3940 AND SHALL NOT BE RELIE&UPON IN ANY-OTWER WAY— OESIGN,TD-THE iRuss EAEcU0*ZONTR4C;DA_ DOR-.FAC. J,,.25- TRUSS PLATE JWSTITU`TE. WOS 1991 DE31ON SPECIFICATION-FOO-W wifflow, Job-. (CX3703BD--Centex Hormes_Inc 3703 8 D MASTER) / T42 30' special THIS DWG_. _OREPARED'FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2X4 SP #2 N SPECIAL CONNECTION/HANGER FOR 1096.57# REACTION AT RIGHT END. BOT CHORD 2:X4 SP #2 N C WEBS 2X4 SP #3 PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. Ln UPLIFT (LB) : 550 450 BRG.LOC (FT) : 0.00 29.75 14 TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. TRUSS DESIGNED FOR 110.00 MPH WIND. 15.00 FT ABOVE GROUND WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) . A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24* D.C. 1991 STANDARD BUILDING CODE. ENCLOSED, MWFRS, MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. UD Lo ri C5X5 (R) QX4 C5X5 C3X4 X6 T 2 X4 T JC3X4 (Afl 2'0'3 -7-3 " i C2X4 C5X6 CUB CUB CUB 6-0-0 -1 21-4-0 -j-2-8-0 30 ' OVER 2 S[�PPORTS R=1199# W=3 6 R-1097# W=3" PLT. TYP.- CLARY-V2 DESIGN CRIT TPI FL/1/1/1/F/-/- Rev 17.2h SCALE = 0 .2-500 TRUSSES REQUIRE EXTREME CARE TC LL 20 .0 PSF REF P732--70865 *)(IMPORTANT** CLARY OIVISIDW OF ALPINE WARNING I SHALL NOT BE RESPONSIBLE FOP N HANDLING, MCTIOW AND DEVIATION FROM THIS DESIGN DR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN TC OL 7 .0 PSF DATE 04/01/94 ARY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH GST68 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE CLARY CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUIFikMENTS. UNLESS OTHERWISE INDICATED. TOP BC OL 10 .0 PSF DRW USR732 9A091727 CC,L.v1B1QA Of AlDine A446 GA 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CMO�D SHALL BE LATERALLY BRACED WITH PROPER TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD BC LL 0 .0 PSF BY: 0 L 0,oftr, CONNECTORS PER DRAWINGS 00. 150 9 IGOA-F, DESISN'STANDARDS WITH PROPERLY ATTACHED RIGID CEILING--SEE 1801 S, Great SOUthweSt Pk.y, CONFORM W/APPLICASLE PROVISIONS OF NOS-9 TPI. AN'ENGINEER'S TECHNICAL UPDATE 17/1/911 FOR SUGGESTED TOT-.LD. 37 .0 PSF-I Grand Prairm. TX 75051 SEAL ON THIS DRAWING AP$%IES TO IHE-COMROKBK-DEPICfM+fj*—' DRYWALL APPt:ICATIOM- FUMISH A COPY OF THIs,-.I -.25 (2341 56o-394D OUR.FAC. I NO SHALL NOT BE RELIED WON IN ANY 07HER WAY. DESIGN TO THE TRUSS EFCCTION CONTR&CTOR� - TRUSS PLATE-INSTITUTE.— NDS - 199% NATIONAL DESIGN SP I ECIFICATION FOR WOOD CONSINUCTION SPAQ4NG-;- 2 4.----0 -7- Job: (CX370380--Centex HomeS Inc 3703 6 & 0 MASTER) T41 30' Special THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS HFA. rop- fo 0 x SP #2 N SPECIAL CONNECTION/HANGER FOR 1096.58# REACTION AT RIGHT END. BOT CHORD 2x4 SP #2 N C WEBS 2x4 SP #3 PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. UPLIFT (LB): 550 450 BRG.LOC (FT) : 0.00 29.75 TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. TRUSS DESIGNED FOR 110.00 MPH WIND, 15.00 FT ABOVE GROUND w WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) . ru A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' D.C. 1991 STANDARD BUILDING CODE. ENCLOSED, MWFRS. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD, 0 ru OD C5X5 (R) C3X4 C2X4 C5X5 R) T C2X4 C2X4 6 T T 2'A'32'4'3 C3X5 (Ai) 4 X5 E;4X8 CUS C3X6 8 -0 -4-0 4-0-0 (�7B:l 0 -0 1 17 30 ' OVER 2 SL�PPORTS R=1199# W=3"S R=1097# W=3" PLT . TYP.- CLARY-V? nFSTGN CRIT TPI F1 /I/1/1/F/-/- Rev 17.2h SCALE = 0 .2500 **IMPORTANT** r-LARY DIVISION OF ALPINE WARNIN GTRUSSES REQUIRE EXTREME CARE TC LL 20 . 0 PSF REF R732--70866 SHALL NOT BE RESPONS ISLE FOR I N HANOL ING, ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACM. SEE HIS-91 BY TPI. SEE THIS DESIGN TC DL 7 .0 PSF DATE 04/01/94 ARY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH 05789 BY TPI. FOR WITIONAL SPECIAL PERMANENT BRACING RE CLARY CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTH OUIREKENTS. UNLESS OTHERWISE INDICATED. TOP BC OL 10 .0 PSF DRW USA732 9A09172B ec'L. 21-Of AJDJ� AAAG GA 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER 0 0 L D T"S AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LL . 0 PSF BY: 1801 S. Great South-05t Pkwy. CONNECTORS PER DRAWINGS 130. 150& ISOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE TOT.LD. 37 . 0 PSF CONF DAN W/APPLICASLE PROVISIONS OF NOS 6 TPI. AN ENGINEER'S TECHNICAL UPDATE f7/1/90 FOR SUGGESTED Gr a�O.Pr a,r,a. TX 750r,I SEAL ON THIS DRAWING APPLIES To THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS 1 . 25 21 1 660-3541 IN.2�Y� L NOT BE RELIED UPON IN ANY OTHER WAY. IDEsirm TO THE TRUSS ERECTION CONTRACTOR. DUR.FAC. T; a PLATE INSTITUTE. NO$ - 1291 RATIONAL DESIGN SPECIFICATION FOR WOOD CONWITSIUCTION L ISPACING 24.0" Jot): (CX370330--Centex Homes Inc 3703 8 G D MASTER) / T40 30' Specia2 THIS OWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFA. TOP CHORD 2xA SP #2 N SPECIAL CONNECTION/HANGER FOR 1096.58# REACTION AT RIGHT END. BOT CHORD 2x4 SP #2 N C: WEBS 2xA SP #3 PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED, (n UPLIFT (LB): 540 450 BRG.LOC (FT) : 0.00 29.75 TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. TRUSS DESIGNED FOR ilO.00 MPH WIND, 15.00 FT ABOVE GROUND Lo WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) . rQ (A) IX4 #3 HEM-FIR OR BETTER CONTINUOUS LATERAL BRACING TO 1991 STANDARD BUILDING CODE. ENCLOSED, MWFRS. BE EQUALLY SPACED. ATTACH WITH (2) Bd NAILS. BRACING In MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" D.C. 1� SUITABLE SUPPORT BY ERECTION CONTRACTOR. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD, 0 ri LO C5X5 (R C2X4 C5X R) T (A) (A) 5X6 C2 4 C2X4 TT LO C3X4 (Al) M M C3X4 C05 10-0-0 _L_ 13-4-0 -L_ 4-0-0 -1-2-8-0 30 ' OVER 2 S�PPORTS R=1199# W=3"S R=iO97# W=3" PLT , TYP.- CLARY-V2 OFSTGN CRIT TPI FL/l/l/l/F/-/- Rev 17.2h SCALE = 0,2500 **IMPORTANT** CLARY DIVISION OF ALPINE WARNIN GTRUSSES REQUIRE EXTREME CARE TC LL 20 .0 PSF REF A732--70867 SHALL NOT BE RESPO MIT OLE FOR I N HANDLING. ERECTION AM DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HID-91 BY TPI. SEE THIS DESIGN TC OL 7 .0 PSF DATE 04/01/94 ARY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTOO BY TPI. FOR�DOITIONAL SPECIAL PERMANENT BRACING RE CLARY CONNECTORS ARE MADE OF 200A GALV. STEEL MEETING ASYM QUIRSMENTS. UNLESS OTHERWISE INDICATED. TOP BC OL 10 .0 PSF DRW USR732 94091729 CC,L. 11- f Ajpj� A445 OR B EXCEPT AS NOTED, APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER 794USS AND.UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD 13C LL 0 .0 PSF BY: OLDAF L,\ COW CTORS PER DRAWINGS 130. 150 C 16OA-F. DESIGN STANDARDS KITH PROPERLY ATTA04ED RIrd 1801 S. Gpeat Southwest Pkwy. E I)CEILING --SEE: 10T.LD. 3-7 .0: CONFORM W/APKICASLE PROVISIONS OF KOS 6 TPI. AN ENGINEER'S TECHNICAL UPDXTE' (7/t/911—FOR vu(Mlealreo rrar%o prai r it. TX 75051 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT'DEPICTED.HERE DRYWALL APPLICATION, FURNISH A-COPY Of THIS (2141 660-3940 ` !!D SHALL NOT BE RELIED UPON IN ANY OTHER WAY. I DESIGN TO THE-TRUSS ERECTION CONTRACT DUR.FAC. 1 .25 - F.2�m� . 7 RUSS PLATE INSTITUTE. Nos - 1991-MATIONAL DESIGN SPECIFICATION F044 WOOD CONSTRUCTION", 2PACING7 J06: (CX370jBO--CenteX Homes Inc 3703 8 & D MASTER) / T39 30' Special THIS OWG. PREPARED.FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 sP #2 N SPECIAL CONNECTION/HANGER FOR 1096.58# REACTION AT RIGHT END. BOT CHORD 2x4 SP #2 N C: WEBS 2x4 SP #3 PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. UPLIFT (LB) : 530 460 BRG.LOC (FT): 0.00 29.75 TRUSS DESIGNED WITH EGUAL LENGTH PANELS UNLESS DIMENSIONED. TRUSS DESIGNED FOR 110.00 MPH WIND, 15.00 FT ABOVE GROUND WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) . N) (A) IX4 #3 HEM-FIR OR BETTER CONTINUOUS LATERAL BRACING TO 1991 STANDARD BUILDING CODE. ENCLOSED, MWFRS. BE EGUALLY SPACED. ATTACH WITH (2) 8d NAILS. BRACING U:) MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O,C. SUITABLE SUPPORT BY ERECTION CONTRACTOR. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. LO LO C5X5 (R QX4 Q5X5 R) TC5X6 C2X4 !n C3X T T (A) M rr) C3X4 (Al 4'3 C3X6 12-0-0 1 9-4-0 4-0-0 4-8-0 30 ' "J OVER 2 SUPPORTS R=1199# W=3"S R=1097# W-3" PLT . TYP.- CLARY-V2 QFSIGN CRIT TPI F1 /1/1/1/F/-/- Rev 17.2h SCALE 0 .2500 **IMPORTANT** CLARY DIVISION OF ALPINE USSES REQUIRE EXTREME CARE SHALL NOT BE RESPONS WARN.INGT` TC LL 20 .0 PSF REF R732--70868 IDLE FOR N HANDLING. ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIS-91 BY TPI. SEE THIS DESIGN TC OL 7 . 0 PSF DATE 04/01/94 ARY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH 05188 BY TPI. FOAAJDDITIONAL SPECIAL PERMANENT BRACING RE CLARY CONNECTORS ARE MADE OF aOGA DALY. STEEL MEETING ASTM QUIREMENYS. UNLESS OTHERWISE INDICATED. TOP BC OL 10 . 0 PSF DPW USR732 9409t730 Oc'L.1—to,of AIDIM A446 GR 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER f"'1-10 ...ct.. I�c TRUSS AND UO&ESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LL 0 .0 PSF BY: 0 L DA,r- L-, 1601 S. Great s t ' CONNECTORS PER DRAWINGS 130, 150 9 IGOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED miria CEILING -- SEE TOT.LD. 37 . 0 PSF OU '"St P"Y' CONFORM W/APPLICABLE Grand Ppai ie. 7 75 PROVISIONS OF NOS 9 TPI. AN ENGINEER'$ TECHMICAL UPDATE 17/1/911 FDA WMESTED r X 051 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION, FURNISH A CWY OF THIS FDUR.FAC. 1 .25 (2141 560-3940 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER W AY. I DESIGN TO THE TRUSS ERECTION CONTRACTOR I — ---TPI - TRUSS PLATE INSTITUTE. NOS- 1991 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION ISPACING 24.0" )ob:* =3703jo--CenteX HOme5 Inc 3703 8 & 0 MASTER) / T38 30' Si)ecial THIS OWG. PREPARED �Rom COMPUTER INPUT (LOADs r. DIMENSIONS) SUBMITTED SY TRUSS MFR, 'OP CHORD 2X:4 Sp #2 N SPECIAL CONNECTION/HANGER FOR J096.59# REACTION AT RIGHT END. �QT CHORD 2x4 Sp #2 N C WEBS 2x4 Sp #3 PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. U) UPLIFT (LB): 520 470 BRG.LOC (FT) : 0.00 29.75 rRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. TRUSS DESIGNED FOR li0,00 MPH WIND, 15.00 FT ABOVE GROUND w WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) . pi (A) IX-d #3 HEM-FIR OR BETTER CONTINUOUS LATERAL BRACING TO 1991 STANDARD BUILDING CODE. ENCLOSED, MWFRS. BE EQUALLY SPACED. ATTACH WITH (2) Bd NAILS. BRACING Lo MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A RIGHT END VERTICAL MAY NOT BE EXPOSED TO HORIZ. WIND PRESSURE, b. SUITABLE SUPPORT BY ERECTION CONTRACTOR. 0 A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" D.C. u:) MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. _j Lo C5X5 (R) C 5 (R) T��c 16 X a C3X C3X5 (A) TT (A) m rn (A) Lo Lo C3X4 (Al) =4 ) C2X4 Cb' m Xg C3X8 C3X8 C2X4 14-0-0 5-4-0 4-0-0 6-8-0 30' OVER 2 SUPPORTS R=1199# W=3"S R=1097# W=3" 'LT . TYP.- CLARY-V2 DFSTGN CRTT TPI FL/l/l/l/E/-/- Rev 17-2m SCALE 0 .2500 *x IMPORTANT** CLAAY DIvIsION OF ALPINE WARNING7,RuSSES REQUIRE EXTREME CARE TC LL 20 . 0 PSF REF R732-70869 SHALL NO T BE RESPONSIBLE FO N HANDLING. ERECTION AND er DEVIATION FROM THIS DESIGN OR THESE SP 'IF ICATIONS. OR ANY BRACING. SEE HIS-91 By TPI. SEE THIS DESIGN TC OL 7 . 0 PSF DATE 04/01/94 CLARY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH GSTBS BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE CLARY CONNECTORS ARE MADE OF 20GA.G&LV. STEEL MEETING ASYM QUIRtMENTS. UNLESS OTHERWISE INDICATED. TOP BC DL 10 . 0 PSF DRW USR732 94091731 VivilloA of Alolm A446 GR 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER P,00—.. I., '"S AND UNLESS OTHERWISE LOCATED ON.TWIS DESIGN, POSITION Ly ATTACHED PLYWOOD SHEAYHI,NG. BOTTOM CHORD BC LL 0 . 0 PSF BY: OLDA-t- C<r CONNECTORS PER DRAWINGS 130. 150 9 ISOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING--SEE SOI.S, Great Soutt,-est Pkoy, CONFORM*/APPLICABLE PROVISIONS OF WDS 9 TPI. Ak ENGINlEER'S TECHNICAL UPOATC 013191) FOR SUGOESTED TOT.Lo:. 37 .0 PSF Gr n r a, e, TX 75051 p r_3 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HlE.W ORYWALU APPL-10ATION, FURNISH A COPY OF THIS DUR:FAC, I - 25' 214) 660 240, IN-ONLY. AM SNALL NOT BE RELIED UPON IN-&W OTHERAI". OENSW TO"THE-�IRUR&ERECTION COMYRAOTOR.., j -_TPI - TRUSS PLATE INSTITUTE. NDS - 1991 NATIONAL "VOIFICATION FOR Now CONSTWATION. L!§PAC r-NG- Jo0': (CX3703bO--Centex Homes Inc 3703 B D MASTER) T37 30' Special THIS DWG. PREPARED'FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFA. TOP CHORD 2x4 SP #2 N SPECIAL CONNECTION/HANGER FOR 1096.98# REACTION AT RIGHT END. BOT CHORD 2x4 SP #2 N C WEBS 2x4 SP #3 : W9 2x6 SP #1 Dense: PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. UPLIFT (LB) : 520 470 BRG.LOC (FT) : 0.00 29.75 RECOMMENDED CAMBER 3/8" AT MIDSPAN BETWEEN BEARINGS. TRUSS DESIGNED FOR 110.00 MPH WIND, 15.00 FT ABOVE GROUND WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) . R) TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. 1991 STANDARD BUILDING CODE. ENCLOSED, MWFRS. Lo RIGHT END VERTICAL MAY NOT BE EXPOSED TO HORIZ. WIND PRESSURE. (A) IX4 #3 HEM-FIR OR BETTER CONTINUOUS LATERAL BRACING TO bl BE EQUALLY SPACED. ATTACH WITH (2) 80 NAILS. BRACING 0 A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" D.C. MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A LO MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. SUITABLE SUPPORT BY ERECTION CONTRACTOR. ru C6X6 R) 5X5 X4 C5X6 (R) C2X 2X4 T GO 49 7 C3X8 (A) Ln C3X12 (Afl C bxb C Wx a "41 xt -.:=3 3.6 C5X6 C4Xb C4X4 16-0-0 4-0-0 6-0-0 --1-2-8-0 3-7-8 20-9-0 -r- 5-7-8 30 ' OVER 2 SUPPORTS R=1199# W=3"B R=1097# W=3" PLT. TYP.- CLARY-V;? nFsIGN CRTT TPT Ft /1/1/1/E/-/- Rev 17.2h SCALE .2500 **IMPOF;TANT** CLARY DIVISION OF ALPINE WARN I NGTRUSSES REQUIRE EXTREME CARE TC LL 20 .0 PSF REF P732--70870 SMALL -__NS IBLE FOP N HANDLING, ERECTION AND NOT OF DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACIAG. SEE HIS-9i BY TPI. SEE THIS DESIGN TC OL 7 . 0 PSF DATE 04/01/94 ARY FAILURE To BUILD THE TRUSS IN CONFORMANCE WITH 95108 BY TPI. FDA AD0172ONAL SPECIAL PERMANENT 13AACING RE CLARY CONNECTORS ARE MADE OF 20GA GALY. STEEL MEETING ASTM QUIRiMENTS. UNLESS OTHERWISE INDICATED. TOP BC DL 10 . 0 PSF DRW uSS732 94091732 ((El L I .�- __ - - ..I - � - __ ____ J_ —- . . .J - Job: (CX3703bO--Centex Homes Inc 3703 B & D MASTER) / T36 30' Special THIS DwG. PREPARED'FROm COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N SPECIAL CONNECTION/HANGER FOR 1096.950 REACTION AT RIGHT END. BOT CHORD 2xA SP #2 N C: WEBS 2x4 SP #3 : W8 2x6 SP 01 Dense: PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. W UPLIFT (LB) : 520 470 BRG.LOC (FT) : 0.00 29.75 _j RECOMMENDED CAMBER 1/4" AT MIOSPAN BETWEEN BEARINGS. TRUSS DESIGNED FOR 110.00 MPH WIND, 15.00 FT ABOVE GROUND Lo WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) . ru TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. 1991 STANDARD BUILDING CODE. ENCLOSED, MWFRS. Lo RIGHT END VERTICAL MAY NOT BE EXPOSED TO HORIZ. WIND PRESSURE. (A) IX4 #3 HEM-FIR OR BETTER CONTINUOUS LATERAL BRACING TO b. BE EQUALLY SPACED. ATTACH WITH (2) Bd NAILS. BRACING 0 A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" D.C. MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A UD MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. SUITABLE SUPPORT BY ERECTION CONTRACTOR. Lo C4X5 (R) C5X6 5X5 C2X4 C5X5 C X4 CD (A) Co T 17 6 CFTX (A) Ln C3Xi2 (Afl C3X8 CBX5 3.6 N C6X6 C3X6 16-8-0 -1-2-8-0 6-0-0 -I_ 4-8-0 3-7-8 20-9-0 5-7-8 30 ' -1 1 OVER 2 SUPPORTS .0' R=ii98# W=3"8 R=iO97# W=3" IPLT . TYP.- CLARY-V2 QFSTGN CRTT TPT FL/1/1/1/F/-/- Rev 17.2m SCALE 0.2500 **IMPORTANT** CLARY DIVISION OF ALPINE WARN I NGT,;'ussEs AEGUIM EXTRE-E CARE TC LL 20 . 0 PSF REF A732--70871 SHALL NOT BE RESPONSIBLE FOR HANDLING. ERECTION AND DEVIATION FAOM THIS DESIGN on THESE SPECIFICATIONS, OR ANY BRACING. SEE HIA-91 BY TPI. SEE THIS DESIGN TC OL 7 . 0 PSF DATE 04/01/94 ARY FAILURE TO BUILD 7HE TRUSS IN CONFORMANCE WITH Gsiea ey rpi. FDA ADDITIONAL SPECIAL PERMANENT BRACING RE CLARY CONNECTORS ARE MADE OF 20GA DALY. STEEL MEETING ASTM GUIRiXENTS. UNLESS OTHERWISE INDICATED. TOP BC DL 10 . 0 PSF DRW USR732 94091733 f AjPJ- A445 OR 9 EXCEPt AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATMJNG. BOTTOM CHORD BC LL 0 . 0 PSF BY: OLDAF CONNECTORS PEA DRAWINGS 130. 150 & 16OA-F. DESIGN STANDARDS KITH PROPERLY ATTACHED RIGID CEILING --SEE 1801 S. Great South�ost Pkwy. CWOpw W/APPLICAM PROVISIONS OF KDS 9 7PI. AN ENGINEER*$ TECHNICAL UPDATE 17/1/90 FOP SUGGESTED TOT.LO. 37 . 0 PSF G�ana PraIrle, TX 75051 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS (21A) 660_3940 AND SMALL NOT ME RELIED UPON IN AMY OTHER WAY. DESIGN 10 THE TRUSS ERECTION CONTRACTOR. OUR FAC. 1 . 25 F".2N,-I - TAUSS PLATE INSTITUTE. NDS_-_t99_1 NATIONAL DESIGN SPECIFICATION FDA WOOD CONS7RUCTI;7----1 [SPACING 24 .0" job:, (CX370360--Centex HomeS Inc 3703 8 & D MASTER) / T35 30' Special THIS DWS. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED By TRUSS MFA. TOP CHORD 2x4 SP #2 N SPECIAL CONNECTION/HANGER FOR 1096.98# REACTION AT RIGHT END. BOT CHORD 2x4 SP #2 N C: WEBS 2x4 SP #3 : W9 2x6 SP #1 Dense: PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. UPLIFT (LB) : 520 470 BRG.LOC (FT) : 0.00 29.75 14 RECOMMENDED CAMBER 114" AT MIDSPAN BETWEEN BEARINGS. TRUSS DESIGNED FOR 110.00 MPH WIND. 15.00 FT ABOVE GROUND w WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) . ru TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. 1991 STANDARD BUILDING CODE. ENCLOSED, MWFRS. RIGHT END VERTICAL MAY NOT BE EXPOSED TO HORIZ. WIND PRESSURE. (A) iX4 #3 HEM—FIR OR BETTER CONTINUOUS LATERAL BRACING TO BE EQUALLY SPACED. ATTACH WITH (2) 8d NAILS. BRACING A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" D.C. MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A Lo MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. SUITABLE SUPPORT BY ERECTION CONTRACTOR. C5X5 (R) X5 (R) C4X8 C2X4 T C5X5 C4X5 TC C3XB (A) Lo C3X12 (Afl C5X8 C'Eth I 4—� _.::Z3 3.6 C5X6 C3X C2X4 16-8-0 J::4—Q— 6-0-0 6-0-0 3-7-8 20-9-0 5-7-8 30' OVER 2 SUPPORTS R=1199# W=3"B R=1097# W=3" PLT . TYP.— CLARY—V2 DESIGN CRTT TPT F[ /1/1/i/F/—/— Rev 17.2h SCALE 0 .2500 **IMPORTANT** CLARY DIVISION OF ALPINE WARN I NG',-USSES REQUIRE EXTREME CAPE TC LL 20 . 0 PSF REF A732--70872 SMALL NOT BE RESPONSIBLE pop N HANDLING. MCTIDW AND CLDEVIATION FROK THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIS-91 BY TPI. SEE THIS DESIGN TC OL 7 . 0 PSF DATE 04/01/94 ARY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH GSTGS BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE 10 . 0 PSF USR732 940gi734 CLARY CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUIREXENTS. UNLESS OTHERWISE INDICATED. TOP BC DL DR-W f AIPJ� A446 CA 6 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD$HALL BE LATERALLY BAACED WITH PROPER TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LL 0 . 0 PSF BY: OLD C-1 3 CONNECTOR$ PER MAKINGS 130. 150 6 ISOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGfO CEILING -- SEE 1801 S. Gre Pkwy. CONFORM%,�ppLICASLE PROVISIONS OF NOS C TPI. AM ENGINEER'$ TECHNICAL UPDATE 17/1/911 FORSUGGESTED TOT.LD. 37 . 0 Ps G a altiSoUthwast P,nd.Pr t' I 7X 75051 SEAL ON TMIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNIS"A COPY OF THIS DUR.FAC. 1 . 25 21 1 560-3940 IN ONLY. AND$HALL NOT BE AELIED UPON IN ANY OTHER WAY. DESIGN TO THE I SS ERECTION CONTRACTOR, I aL__;35 ............... P4 0 ---TPI - TRUSS PLATE INSTITUTE. NDS - 1991 NATIONAL DESIGN SPECIFICATION FOR w CONSTRUCTION SPACING Job:' (CX370380--Centex Homes Inc 3703 8 & 0 MASTER) / T34 30' Special THIS DWG. P�EPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N SPECIAL CONNECTION/HANGER FOR 1096.98# REACTION AT RIGHT END. BOT CHORD 2xA SP #2 N C WEBS 2x4 SP #3 : W8 2xG SP #1 Dense: PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (n UPLIFT (LB) : 520 470 BRG.LOC (FT) : 0.00 29.75 14 RECOMMENDED CAMBER 1/4" AT MIDSPAN BETWEEN BEARINGS. TRUSS DESIGNED FOR 110.00 MPH WIND, 15.00 FT ABOVE GROUND w WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) . ru TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. 1991 STANDARD BUILDING CODE. ENCLOSED, MWFRS. RIGHT END VERTICAL MAY NOT BE EXPOSED TO HORIZ. WIND PRESSURE. (A) IX4 #3 HEM-FIR OR BETTER CONTINUOUS LATERAL BRACING TO BE EQUALLY SPACED. ATTACH WITH (2) Bd NAILS. BRACING A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" D.C. MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A U0 MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. SUITABLE SUPPORT BY ERECTION CONTRACTOR. Lj Ln C5X6 (R) C5X5 C X4 C5X5 2X4 Co (A) T 0 cc (A) L0 RN__ C3Xi2 (Afl C3X8 C.611% [=7xh 3.6 C6X6 C3X8 C4X4 16-8-0 3-4-0 6-0-0 4-0-0 3-7-8 20-9-0 5-7-6 30 ' OVER 2 SUPPORTS R=il98# W=3"S R=iO97# W=3" PLT . TYP.- CLARY-V2 DFSIGN CRIT TPT F1 /1/1/1/E/-/- Rev 17.2m SCALE 0 . 500 *)(IMPORTANT** CLARY DIVISIO.OFALPI.E WARN I NGTR's"s REQUIRE EXTREME CARE TC LL 20 . 0 PSF REF A732--70873 SHALL NOT BE RESPONSIBLE FOP N HANDLING. ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIS-91 BY TP]. SEE THIS DESIGN TC OL 7 . 0 PSF DATE 04/01/94 �CL A R Y FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH 251168 BY tP1. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE CLARY CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTH OUI�EMENTS. UNLESS OTHERWISE INDICATED. Top BC DL 10 . 0 PSF DRW USR732 9A091735 Alp%- A446 GA B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LL 0 . 0 PSF BY: 0 L 1)kP-G-I 1801 S. Gr::t,SOUthMeSt Pkwy. CONNECTORS PER DRAWINGS' 130. 150 C ISOA-F. DESIGN STANDARDi WITH PROPERLY ATTACHED R1GfO CEILING --SEE TOT.LD. 37 . 0 PSF CONFORM W/APPLICA3LE PROVISIONS OF NOS 9 TPI. AN ENGINEER*$ TECHNICAL UPDATE 17/1/911 FOR SUGGESTED Gr Pr TX 75051 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS nO , %. IN ONLY. AND SHALL NOT BE REL LED UPON IN ANY 07HER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. 12111 ,rD-. 0 OUR'.FAC. 1 . 25 ---TPI - TRUSS PLATE INSTITUTE. NOS- iggi NATIONAL DESIGN SPECIFICATION FOR WOW CONSTRUCTION ISPACIN-G 24 .0" jov:' (CX370380--Centex Homes Inc 3703 8 D MASTER) T33 30' Special THIS DwG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N SPECIAL CONNECTION/HANGER FOR 1096.94# REACTION AT RIGHT END, BOT CHORD 2x4 SP #2 N C: WEBS 2x4 SP #3 : W8 2x6 SP ii Dense: PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. cn UPLIFT (LB) : 520 470 BRG.LOC (FT) : 0.00 29.75 RECOMMENDED CAMBER 114" AT MIDSPAN BETWEEN BEARINGS. TRUSS DESIGNED FOR 110.00 MPH WIND, 15.00 FT ABOVE GROUND Li WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) . ru TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. 1991 STANDARD BUILDING CODE. ENCLOSED, MWFRS. Lo RIGHT END VERTICAL MAY NOT BE EXPOSED TO HORIZ. WIND PRESSURE. (A) iX4 #3 HEM-FIR OR BETTER CONTINUOUS LATERAL BRACING TO 1� BE EQUALLY SPACED. ATTACH WITH (2) 8d NAILS. BRACING 0 A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT ,24' D.C. MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A La muST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. SUITABLE SUPPORT BY ERECTION CONTRACTOR. -4 ul Cn 4 4 C5X5 C2X4 C5X5 77 2X4 4 CO IR) C2 T rr) '0 LITX 6 (A) LD C3X12 (Afl --- C3X8 C Mx -AM 3.6 C6X6 C 44 Xhb, C4X4 16-8-0 5-4-0 6 1-0-0 _t-2-0-n"I I 3-7-8 20-9-0 5-7-6 3o' OVER 2 SUPPORTS R=ii98# W=3"8 R=1097# W=3" PLT . TYP.- CLARY-V2 OFSIGN CRIT TP1 F1 /1/1/1/E/-/- Rev 17.2h SCALE 0.2500 *)(IMPORTANT*w CLARY DIVISION OF ALPINE WARNINGT"Ums REQUIRE EXTREME CARE TC LL 20 .0 PSF REF R732--7OB7A SMALL NOT BE RESPONSIBLE FOR N HANDLING. EREC710M AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY SAACIPIG. SEE HI"I BY TPI. SEE THIS DESIGN TC OL 7 .0 PSF DATE OA/Oi/94_ ARY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OS188 BY TPI. FOR AWITIONAL SPECIAL PERMANENT BRACING RE CLARY CONNECTORS ARE MADE OF 20GA DALY. STEEL MEETING ASIM OUIREMENIS. UNLESS OIMERWISE INDICATED. TOP BC OL 10 . 0 PSF ORW USR732 94091736 OckjjDn Of AJVJ� AA46 OR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SMALL BE LATERALLY BRACED WITH PROPER LD "ot""d P�...t'- I-C TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CMO�40 BC LL 0 .0 PSF BY: Gr:lt,S uthwast Pkwy. C"ECIOAS PER DRAWINGS 130. 150 9 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING—SEE ATOT.LD. 37 .0 PSF1_ CONFORM*/APPLICABLE PROVISIONS OF NOS 9 TPI. AN ENGINEER-9 TECHNICAL UPDATE (7/2/911 FOASUGGESTIO I80GIaL Pr r eo TX 75051 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE. DRYWALL APPLICATION. FURNISH A COPY OF THIS DUR-.FAC. I .�2_5 Joo: (CX370360--CenteX Homes Inc 3703 8 & D MASTER) / T23 29'8"6 Special THIS DWS. PREPAREO FROM COMPUTER INPUT (LOADS 9 DIMENSIONS) SUBMITTED BY TRUSS MFA. TOP CHORD 2x4 SP #2 N SPECIAL CONNECT ION/HANGER FOR 1080.77# REACTION AT RIGHT END. BOT CHORD 2xA SP #2 N C: WEBS 2x4 SP #3 PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (n UPLIFT (LB) : 530 460 BRG.LOC (FT): 0.00 29.46 RECOMMENDED CAMBER 114" AT MIDSPAN BETWEEN BEARINGS. TRUSS DESIGNED FDA 110.00 MPH WIND, 15.00 FT ABOVE GROUND WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) . ru TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. 1991 STANDARD BUILDING CODE. ENCLOSED, MWFRS. Lo A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" D.C. (A) IX4 #3 HEM-FIR OR BETTER CONTINUOUS LATERAL BRACING TO MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. BE EQUALLY SPACED. ATTACH WITH (2) 8d NAILS. BRACING MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR. 77 C4X4 3X4 C5X5 M C4X5 (R) QX3 TT 'Ex's (A) C3X8 (Afl 1 . C 60 6 C3XI2- C2,)4 4M f i C5X6 19 16-8-0 1 7-4-0 5-8-8 3-7-8 26-1-0 29'8"8 OVER 2 SUPPORTS R=iIB2# W=3"8 10 R=1081# W=3" PLT . TYP, - CLARY-V2 DESIGN CRTT TPI F[ /1/1/1/F/-/- Rev 17,2h SCALE-= 0 .2500 **IMPORTANT** CLARY DIVISION OF ALPI.E' E E EXTREME CARE SMALL NOT BE RESPONSIBLE FO WARN I NGTAws s A Ou'RE TC LL 20 . 0 PSF REF A732--'70875 N HANDLING, ERECTION AND CLDEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIS-9i BY TPI. SEE THIS DESIGN TC OL 7 .0 PSF DATE 04/01/94 ARY FAILURE TO BUILD IME TRUSS IN CONFORMANCE MITH OSTaa BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE CLARY CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM GUIFiMENTS. UNLESS OTHERWISE INDICATED. TOP BC OL 10 . 0 PSF DRW LJSR732 9A091737 1�6�f Alpift AA46 GA 9 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SMALL BE LATERALLY BRACED WITH PROPER ......'�.. I.. TRUSS AND UNLESS OTHERWISE LOCATED 04 THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LL 0 . 0 PSF BY: 0 L 1)Ikr 1801 S. Gr t Southwest Pkwy. CONNECTORS PER DRAWINGS 00. 150 6 ISOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE TOT.LD. 3.7 .0. PSF CONFORM"/APPLICABLE PROVISIONS OF NDS 6 TPI. AN ENGINEER'S TECHNICAL UPDATE (7/1/9IJ FOR,*$UGGESTE0 G',no Pr:a, e Ix 75051 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATIOU. FURNISH A COPY-OF THIS 2141 660-3;40 "N2 NOT BE AELIED,UPON IN ANY OTHER MA Y. DESIGN TO THE TRUSS ERECTION CONTRACTOR IDUR-..-FAC, 1'. 257- Np'-� -�2'.SUGSPLATE INSTITUTE. NOS - 1991 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUC ?E_� ISPACING 24:-0 Joo: (CX3703bO--Centex Homes Inc 3703 8 G D MASTER) / T32 29'8"8 Special THIS OWG. PREPARED FROM_COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFA. TOP CHORD 2x4 SP #2 N SPECIAL CONNECTION/HANGER FOR 1080.77# REACTION AT RIGHT END. BOT CHORD 2xA SP #2 N C WEBS 2x4 SP #3 PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. In UPLIFT (LB) : 530 450 BRG.LOC (FT) : 0.00 29.42 RECOMMENDED CAMBER 114" AT MIDSPAN BETWEEN BEARINGS. TRUSS DESIGNED FOR 110.00 MPH WIND, 15.00 FT ABOVE GROUND w WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) ru TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. 1991 STANDARD BUILDING CODE. ENCLOSED, MWFRS, A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" D.C. (A) IX4 #3 HEM—FIR OR BETTER CONTINUOUS LATERAL BRACING TO bb MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. BE EQUALLY SPACED. ATTACH WITH (2) 8d NAILS. BRACING 0 MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR, 1j Li co C4X41 C3X4 C5X5 C4X5 (R) x 3 _F co T ,9X,B (A) C3XB (Afl L;3X8 C6X6 C4Xi2 CA4 Ji. 3.6 C5X6 16-8-0 1 9-4-0 3-8-8 3-7-8 _7 26-1-0 29'8*8 OVER 2 SUPPORTS R=l182# W=3"8 R=1081# W=3"S PLT . TYP.— CLARY—V2 DESIGN CRTT TPT F1 /1/1/1/E/_/_ Rev 17.2h SCALE 0.2500 SES REQUIRE EXTREME CAPE TC LL 20 . 0 PSF REF P732--70876 **IMPORTANT** CLARY DIVISION OF ALPINE WARNINGTPuSHANDLING. ERECTION AND SMALL NOT BE RESPONSIBLE FOP N DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-9i BY TPI. SEE THIS DESIGN TC OL 7 . 0 PSF DATE 04/01./94 CARY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH QSTOS BY TPI, FOR ADDITIONAL SPECIAL PERMANENT BRACING PC CLARY N CTORS ARE MADE OF 20CA GALV. STEEL MEETING ASTM GUIRLIMEN7S. UNLESS OTHERWISE INDICATED. TOP BC OL 10 . 0 PSF DRW USR732 9AO91738 OAL.1�1810�of AJPI� AAA6 COCOS NEXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SMALL BE LATERALLY BRACED WITH PROPER E�91""d P"Oucts' 1� TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LL 0 , 0 PSF BY: OLD CONNECTORS PER DRAWINGS 130. 150 9 IGOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE 1801 S, Gr::t,SoUthwaSt Pkwy. CONFORM W/APPLICASLE PROVISIONS OF NOS C TPI. AN ENGINEER'S TECHNICAL UPDATE 17/1/91) FOR SUGGESTED TOT.LD. 37 . 0 PSF GrBn0,Pr,.r_, SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS DUR.FAC. 1 .25 ,;,Tx 75051 21 ) 0 0 IN SMALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE T PUS S ERECTION CONTRACTOR. -ARUSS PLATE INSTITUTE. NOS - 1991 NATIONAL DESIGN SPECIFICATION FDA WOOD CONSTRUCTION S-PAC ING 24,0 Jot):' (CX370360--Centex Homes Inc 3703 B G D MASTER) T26 5'7* Mono Hip Girder A'SB THIS DWG. P�EPARED 'FROM COMPUTER INPUT (LOADS G, DIMENSIONS) SUBMITTED BY T RUSS MFR. 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 5.29 LO : Lt Slicler 2x4 SP 03: TRUSS DESIGNED FOR 110.00 MPH WIND. 15.00 FT ABOVE GROUND WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) . 1991 STANDARD BUILDING CODE. ENCLOSED, MWFRS. '�SPECIAL CONNECTION OR HANGER REQ'D FOR CONCENTRATED LOAD (S) . TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. ri #1 HIP DESIGNED TO SUPPORT 04-00-00 JACKS AT LEFT END. LO JACKS HAVE NO WEBS. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" D.C. N MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 0 LO LO 6 C5X5 (R) TT C3X4 rn rr)c6x6 (E 1) C\j N C Y)P- 3-3-8 2-3-8 ill5# Fi;2!d# -W=3"B R=246# W=3"8 E 5'7" C3X4 -TY.P. �VER 2 Sb??W'�'P -- FL/l/l/l/F/-/- PLT . r L AQ Yx V I -TT 1P.T. — Rev 17,2h SCALE 0.5000 **IMPORTANT** CLARY DIVISION OF ALPINE WARN.I NGTAUSSES REQUIRE EXTREME CARE TC LL 20 . 0 PSF REF A732-70B77 SMALL NOT BE RESPONSIBLE FOR N HANDLING. ERECTION AND DEVIATION FROM THIS DESIGN on THESE SPECIFICATIONS, OR ANY BRACING. SEE MID-91 BY TPI. SEE THIS DESIGN TC DL 7 . 0 PSF DATE 04/01/94 ARY FAILURE TO BUILD THE TRUSS IN CONFORMANCE wITM QSTSS BY TPI. FDA-ADDITIOMAL SPECIAL PERMANENT BRACING RE CLARY CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASYM OU14MENTS. UNLESS OTHERWISE INDICATED. TOP BC OL 10 . 0 PSF DAW L)SR732 94091739 A446 OR 6 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD &HALL BE LATEAALLY BRACED WITH PROPER TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATH;MG. BOTTOM CHORD BC LL 0 . 0 PSF By-_,BLP�l G-1 CONNECTORS PEA DRAWINGS 130. 150 9 ISOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE 3 180I.S. Gr::t,SoUthwest Pkwy. CONFORM VAPPLICABLE PROVISIONS OF RDS 9 TPI. AN ENGINEER'S TECHNICAL UPDATE 17/l/911 FOR SUGGESTED TOT.LD. 37 .0 PSF Gr no Pr"r e. TX 75051 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED MEAE DRYWALL APPLICATION. FURNISH A COPY OF THIS 1. 1 . —. _- -..- _--_ DUR.FAC. 125 jot): (CX370380--Centex Home$ Inc 3703 8 D MASTER) TA3 24'8" Special THIS DWG. PAEPAPED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. SOT CHORD 2xA SP #2 N UPLIFT (L B) : 460 390 WEBS 2x4 SP #3 BRG.LOC (FT) : 0.00 24.38 L0 TRUSS DESIGNED FOR 110.00 MPH WIND. 15.00 FT ABOVE GROUND WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) . TRUSS DESIGNED WITH EOUAL LENGTH PANELS UNLESS DIMENSIONED. 1991 STANDARD BUILDING CODE. ENCLOSED, MWFRS. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" D.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. LO b. 0 C C5X5 C2X4 C3X5 C3X T T En 6 pC3X"183 f" --C -------------- C33X8 (Afl C3X6 4=2 3.6 C2 C3XI2 C5X6 C2X4 8-0-0 1 16-8-0 3-7-8 9-0-8 12-0-0 24-8" OVER 2 SUPPORTS Ro-1002# W=3"8 R-899# W=3"S i' PLT . TYP.— CLARY—V2 DESIGN CRIT TPT FL/1/1/1/F/-/- Rev 17.2h SCALE 0.2500 (3TAUS�SES REQUIRE EXTREME CARE TC LL 20 .0 PSF REF A732--70878 **IMPORTANT** CLARY DIVISION OF ALPINE WARNIN I SHALL NOT BE RESPONSIBLE FOP N HANDLING. EAECTION AND 7 .0 PSF DATE 04101194 DEVIATION FROM THIS DESIGN DR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIS-91 BY IPI. SEE THIS DESIGN TC OL ARY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OS788 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING PC CLARY CONNECTORS ARE MADE OF 20GA GA1-V. STEEL MEETING ASTM QUI�EMENTS. UNLESS OTHERWISE INDICATED, TOP BC DL 10 . 0 PSF DRW USS732 9A091740 CC'L.1'.-of Alol". AA46 GA 0 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER 0 L 11 "ou"'. '" TRUSS AND UNLESS DTHERY13E LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SWATHING, BOTTOM CHORD 13C LL 0.. 0 PSF By CONNECTORS PER DRAWINGS 130. 150 9 ISOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID-CEILING --SEC- 1801 S. Great SoUthweSt PkwV. ----'110 t 0-1.1— MP � 9 TPI AN PACTANFR-8 .?FroNTP- INNIXTF f711 1.11 W—."MT11n TOT.LD. 37*. 0 - PSF,_ Job:' (CX370360--Centex Hoffie5 Inc 3703 B & D MASTER) T44 24'8' Special DWG. PAEPARED FROM COMPUTER INPUT (LOADS G DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2X:4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP #2 N UPLIFT (LB) : 460 380 C WEBS 2x4 SP #3 BRG.LOC (FT) : 0.00 24.38 Ln TRUSS DESIGNED FOR 110,00 MPH WIND, 15.00 FT ABOVE GROUND WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) . RECOMMENDED CAMBER 114" AT MIDSPAN BETWEEN BEARINGS. 1991 STANDARD BUILDING CODE. ENCLOSED, MWFRS. ru A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24* D.C. TRUSS DESIGNED WITH EOUAL LENGTH PANELS UNLESS DIMENSIONED. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. LD 0 LO C6X6 QX4 C2X4 C3X8 C3X C3X8 6 F,-,- !Y' m C3XB (Al) m �- c X�� _L 9AA I 3.6 C5X5 C2X4 C4XI2 C2X4 6-0 7-07- 18-8-0 1 - 3-7-8 9-0-8 12-0-0 24 '8" R=1002# W-3"8 OVER 2 SUPPORTS R-899# W-3"8 PLT . TYP.- CLARY-V2 OFSTGN CRTT TPT FL /i/1/1/E/-/- Rev 17.2h SCALE 0 2500 **IMPORTANT** CLARY DIVISION OF ALPINE WARNINGTAUSSES REQUIRE EXTREME CARE TC LL 20 . 0 PSF REF A732--70879 SMALL NO I BE RESPONSIBLE FOP I N HANDLING, ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIS-01 BY TPI. SEE THIS DESIGN TC OL 7 . 0 PSF DATE 04/01/94 ARY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH GS198 BY TPI. FOR.�WITIONAL SPECIAL PERMANENT BRACING RE CLARY CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASYM GUIRSMENTS. UNLESS OTHERWISE INDICATED. TOP BC DL 10 . 0 PSF DRW USR732 9409J741 Of Alpin A446 GR 8 EXCEPT AS NOTED. APPLY CONNEC70AS TO EACH FACE Of CHORD SMALL BE LATERALLY BRACED WITH PROPER _.Ou".. '" TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTO9 CHORD BC LL 0 . 0 PSF BY: OLD hzr i 1801 S. Great Southwest Pkwy. CONNECTORS PER DRANINGS 130. 150 9 ISOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIrfD CEILING'-_SEE. T6T.LD. 37 . 0, PSF CONFORM W/APPLICABLE PROVISIONS OF NDS 9 TPI. AN ENGINEER'S TECHNICAL UPDATE (7/1/911 FOR SUGOESTEO Grand Prairie. TX 75051. SEAL ON THIS DRAWING-APPLIES TO THE COMPONENT DEPICTED-HERE DRYWAI.L APPLICATION,.FLAWIBM.A COPY OF�I"13- IDUR-FAC. I- 215� (214) 660-324D NO SMALL NOT BE RELIED UPON IN ANY OTMER.*AY. DESIGN TO THE TRUSS ERECTION CONTRACTOR;. TRUSS PLATE INSTITUTE, NOS 1991 NATIONAL DESIGN-SPECIFICATION FOA,WOOD CONSTRUCTION- ISPACING * 24-.0" jot):' (Cx3703B0--Centex Homes Inc 3703 8 & 0 MASTER) / T24 24'8' Special THIS DWG. PAEPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TPUSS MFA. TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. E30T CHORD 2x4 SP #2 N UPLIFT (L B) : 450 390 WEBS 2x4 SP #3 : W5 2x6 SP #1 Dense: BRG.LOC (FT) : 0.00 24.38 cn TRUSS DESIGNED FOR 110.00 MPH WIND. 15.00 FT ABOVE GROUND .:D , WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) . -j RECOMMENDED CAMBER 1/4" AT MIDSPAN BETWEEN BEARINGS. 1991 STANDARD BUILDING CODE. ENCLOSED, MWFRS. w ru (A) JX4 #3 HEM—FIR OR BETTER CONTINUOUS LATERAL BRACING TO TRUSS DESIGNED WITH EGUAL LENGTH PANELS UNLESS DIMENSIONED. BE EGUALLY SPACED. ATTACH WITH (2) Bd NAILS. BRACING to MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" D.C. 11� SUITABLE SUPPORT BY ERECTION CONTRACTOR. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 0 LO C5X5 (R C2X4 Q3X4 C5X6 (R) T -2 T C3X8 CU (A) W5 C33XB (Al) C3XB X x 3.6 C;Xr C5x6 C3X5 10-0-0 13-4-0 3-7-8 9-0-8 12-0-0 24 E3 OVER 2 SUPPORTS R=1002# W=3"8 R=899# W=3"8 PLT . TYP.— QLARY—V2 OFSTGN QRTT TPT F[ /1/1/1/E/—/— Rev 17.2h SCALE 0.2500 **IMPORTANT** CLARY DIVISION OF ALPINE WARNIN GTRUSSES REGUIRE EXTREME CAM TC LL 20 . 0 PSF REF A732--70880 SMALL NOT a'RESPONSIBLE FOR I N HANDLING. ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIS-91 BY TPI. SEE THIS DESIGN TC OL 7 . 0 PSF DATE 04/01/94 ARY FAILURE to BUILD THE TRUSS IN CONFORMANCE WITH QSTSS BY TPI. FOR I ADDITIONAL SPECIAL PERMANENT BRACING RE CLARY CONNECTORS ARE MADE OF 200A GALV. STEEL MEETING ASTM QUIRSKENTS. UNLESS OTHERWISE INDICATED, TOP BC OL 10 . 0 PSF DRW USR732 94091742 OC.L.1,1.�of AlPi"I_ A446 OR 9 EXCEPT AS NOTED, APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY OAACED WITH PROPER P� ct, TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LL 0 . 0 PSF BY: OLD, _r L CONNEC70AS PEA DRAWINGS 130. 150 6 ISCA-F. DESIGN STANDARDS W17H PROPERLY ATTACHED RrG1D CEILING--SEE TOT.LO. 37 . 0- PSF- 1801 S, Gr:jt,southwest Pkwy. CONFORM W/ApKICASLE PROVISIONS,OF�NDS.9 TPI. AN-ENSINEEA'S, TECHNICAL- UPDATE (7/l/gLI-fOR111KMES46D� Gra,n 0 Pr r - TX 75051 BEAL ON THIS DRAWING APPt:IES-TO THE CDMPONENT-MPICTED HERE' DRYWALL APPLICATION. FURNISH A�COPY OF—INIS DUR..-FAC. I . 25� 2141 sro-36AD NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRAC14DR. OF�' . PLATE INST17UTE. NCS- 1991 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION SPACING* 24 . ". -_ -4 A,"" . .......... iob:'(CX370390--Centex HOme5 Inc 3703 8 & D MASTER) / T25 24'8' Special - THIS OWG. PRtPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED By TRUSS MFR. TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP #2 N UPLIFT (LB) : 440 400 C WEBS 2x4 SP #3 : W5 2x6 SP #1 Dense: BRG.LOC (FT): 0.00 24.38 Ln TRUSS DESIGNED FOR 110.00 MPH WIND, 15.00 FT ABOVE GROUND WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 RSF (BOTTOM) . TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. 1991 STANDARD BUILDING CODE. ENCLOSED. MWFRS. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" D.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. U) C5X6 C X4 C3X4 (R) C2'X4 C4X5 C2X4 T /W6 \ clu LD CUB CD C3X8 (Al) 4X A 3.5 C4X8 M C5X5 C2X4 9-4-0 -4-0 12-0-0 -1- 3 3-7-8 9-0-8 12-0-0 24 '8" OVER 2 SUPPORTS R=1002# W-3"8 .0 R-899# W-3"8 PLT . TYP.- CLARY-V2 DFSIGN CRTT TPT Fl /l/i/l/E/-/- Rev 17.2h SCALE 0.2500 **IMPORTANT** CLARY DIVISION OF ALPINE WARN I NGTRuSSES REQUIRE EXTREME CARE TC LL 20 . 0 PSF REF A732--70881 SHALL NOT BE RESPONSIBLE FOP M HANDLING, ERECTION AND CLDEVIATION FROM THIS DESIGN On THESE SPECIFICATIONS. OR ANY BRACING. SEE HIS-9i BY TPI. SEE THIS DESIGN TC OL 7 . 0 PSF DATE 04/01/94 ARY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH GST98 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE CLARY CONNECTORS ARE 14ADE OF 200A GALV. STEEL MEETING ASTH QUIFjMENTS. UNLESS OTHERWISE INDICATED. TOP BC DL 10 . 0 PSF DRW USA732 94091743 111.10�of AIO!7," A446 OR 9 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED KITH PROPER L"_-0 p-.— TRUSS AND UNLESS OTHERWISE LOCATED ON THIS OESIGk POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LL 0 . 0 PSF BY: 0 L DA-r- L-1 1801 S. Great Southwest Pkwy. CONNECTORS PER DRAWINGS 130. 150 C ISOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE TOT.Lo. 37 . 0 PSF COWDRM W/APPLICABLE PROVISIONS OF NO$ 9 TPI. AN ENGINEER'S TECHNICAL UPDATE (7/l/90 FDA SUGGESTED Gra Prairie. TX 75051 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS r (M2 al 41 '60-39AO OUR.FAC. 1 . 25 IIN.N.. AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR TP, T`� I I : TRUSS PLATE INSTITUTE. MOB- 1991 NATIONAL DESIGN SPECIFICATION FDA WOOD CONSTRUC I SPACING 24.0" Jot): (CX370380--Centex Homes Inc 3703 8 r. 0 MASTER) / T45 24'8" Special THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 9 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) : 340 400 WEBS 2x4 SP #3 : W4 2x6 SP #i Dense: BRG.LOC (FT) : 0.00 24.37 TRUSS DESIGNED FOR 110.00 MPH WIND, 15.00 FT ABOVE GROUND WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) . RECOMMENDED CAMBER 114" AT MIOSPAN BETWEEN BEARINGS. 1991 STANDARD BUILDING CODE. ENCLOSED, MWFRS. LAI ri (A) IX4 #3 HEM-FIR OR BETTER CONTINUOUS LATERAL BRACING TO TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. BE EQUALLY SPACED. ATTACH WITH (2) Bd NAILS. BRACING to MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" D.C. b. SUITABLE SUPPORT BY ERECTION CONTRACTOR. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 0 C5X5 (A) C (R) x 4X5 C4X8 (A) T C2X4 C3XS (Al) -,::n 3.6 3X6 C3X8 14-0-0 5-4-0 -1- 5-4�O 3-7-8 9-0-8 12-0-0 C5X8 24-8" C2X 1 4 OVER 2 SUPPORTS . -1 R=918# W=3"8 R=901# W=3"8 PLT . TYP.- QLARY-V2 nFsTGN CRTT TPT F[-/I/I/I/E/-/- Rev 17.2h SCALE 0.2500 **IMPORTANT** CLARY DIVISION OF ALPINE WARNINGTRUssES REQUIRE EXTREME CARE TC LL 20 . 0 PSF REF P732--70882 SMALL NO BE RESPONSIBLE FOP N HANDLING, ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY SRACINA. SEE HIB-9i BY TPI. SEE THIS DESIGN TC OL 7 . 0 PSF DATE 04/01/94 ARY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTSS BY TPI. FDA ADDITIONAL SPECIAL PERMANENT BRACING RE CLARY CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM QUIKMENTS. UNLESS OTHERWISE INDICATED, TOP BC DL 10 . 0 PSF 7RW 4091744 f AID,- A446 OR 6 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SMALL BE LATERALLY BRACED WITH PROPER .......... I" TRUSS AND UNLESS OTHERWISE LOCArEO ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD 8 C L L 0 . 0 PSF BY: 0 L 0 AjP CONNECTORS PER DRAWINGS 130. 150 & ISOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RiGrD CEILING -- SEE 180I.S. Gr:jt,Southwest PkWy. CONFORM W/APPL ICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S TECHNICAL UPDATE 17/1/91) FOR SUGGESTED TOT.LD. 37 . 0 PSF Gr 'GI Pr r e IX 75051 SEAL ON THIS DRAWING APPLIES TO T�JE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS (21') 660-36AO IN.2�y, LMALL_NOT BE AELI.UPON-1. AMY OTHER WAY. DESIGN 10 THE TRUSS ERECT70N CONTRACTOR. OUR.FAC. 1 . 25 ;I PLATE INSTITUTE. NOS - 1991 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION SPACING 24.0 Job: =3701bo--cente TRUSS MFA. x Home3 Inc 3703 8 & D MASTER) / T46 21'0*8 Special THIS DwG. PREPARED dFROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED By TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2xA SP #2 N UPLIFT (LB): 300 320 WEBS 2x4 SP #3 BRG.LOC (FT): 0.00 20.75 Cn TRUSS DESIGNED FOR 110.00 MPH WIND. 15.00 FT ABOVE GROUND 33 WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) . TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. 1991 STANDARD BUILDING CODE. ENCLOSED. MWFRS. ru A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" D.C. (A) IX4 #3 HEM-FIR OR BETTER CONTINUOUS LATERAL BRACING TO MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. BE EQUALLY SPACED. ATTACH WITH (2) 8d NAILS. BRACING to MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR. LO 6 Ln C5X0 A (R) X4 C2X4 2X4 %C2 T C3x5 __F m I'l'15 1 -1 crbxs C3X8 12-4-B 7-4-0 C2X4 C3X4 21 '0*8 OVER 2 SUPPORTS A=773# W=3"8 13=773# W=3"8 PLT. TYP.- CLARY-V2 nF:slc3N cgTT TpT F[ /i/1/1/E/-/- Rev 17.2n SCALE z: 0.2500 **IMPORTANT** CLARY DIVISIONOFALP1.1 WARN I NGT"USSES REQUIRE EXTREME CARE TC LL 20 . 0 PSF REF A732--70883 SMALL NO,BE RESPONSIBLE FOR N HAMMING. ERECTION AND — DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIS-2i BY TPI. SEE THIS DESIGN TC OL 7 . 0 PSF DATE 04/01/94 CLARYFAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OS708 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE L CLARY CONNECTORS ARE MADE OF 20SA GALV. STEEL MEETING ASTM OUI�EMEMTS. UNLESS OTHERWISE INDICATED. TOP BC DL 10 . 0 PSF DRW USR732 94091745 OA DIVIS10ft at Alpift A446 OR 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SMALL BE LATERALLY BRACED WITH PROPER "a"'"C"Gam"S' "a TRUSS AND UtALESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD BC LL 0 v 0 PSF BY: OLD CONNECTORS PER DRAW11= 130. 150 9 1BOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGfD CEILING--SEE 180I.S. Gr:at SoUthweSt PkWY. CONFOFh(W/APPLICASLE PROVISIONS OF N0 9 TPI. AN ENGINEER'S TECHNICAL UPDATE 0/1/911 FOR SUGGESTED TOT'.LD. 37 . 0 PSF Gr no Pr I r1e, Tx 75051 SEAL ON TH13 DRAWING APPLIES TO THE C004POMENT DEPICTED MERE DRYWALL APPLICATION. FURNISH A COPY OF THIS (214) 660-3940 IN AND SMALL NOT BE RELIED UPON IN AMY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR DUR.FAC�. I - 2 5 R E TPT - TRUSS PLATE "TITUTE. NOS - 1991 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION kPA N 24 .0 I) LL84BER SMALL BE OF THE SPECIFIED MINIMUM GRADES 5) CONNECTOR PLATES SMALL BE INSTALLED SYMMETRICALLY ON 10) ALL TENSION CHOP43 MEMBERS ASSUMED TO BE CONTINUOUSLY 131 0' 11101CATES LATERAL BRACING MEMBER 4,,,WIN-) SPECIES- At4D 19%MAXIMUM MOISTURE CONTENT. OR S�ACH THAT THE JOINT, BRACED BY EITHER 3/8- (MIN) PLYWOOD SHEATHING, 112- 14) INSTALLATION AND ERECTION OF THE TRUSS. PERMANENT. AN) I S OF H IG.EA ALLOWABLE STRESS VALUES. ALL VALUES USED 5) TOP C"CRO SPLICES ARE NOT RECOMMENDED TO OCCUR (MIN) DRYWALL OR BRACING MEMBERS SPACED 10' G.C. (MAX). TEMPORARY SPACING SHOULD BE DONE IN ACCORDANCE WITh FOR DES I GN ARE BASED ON THE LATEST EDITION OF THE NA- DIRECTLY ABOVE A BOTTOM CHORD SPLICE. UNLESS NOTED OTHERWISE. CURRENT TPr BRACING A140 ERECTION PUBLICATIONS. TIDNAL DESIGN STANDARDS PUBLISHED BY THE NATIONAL 7) V-2000 APPROVAL NUMBERS: UBC 2342. FHA TC8 2014. SBCC 11) ALL COMPRESSION CHORD MEMBERS ASSUMED TO BE CONTI NUOUSLY1 5) THIS DESIGN CONFORMS TO CURRENT TPI DESIGu SPECIFICA- FOREST PRODUCTS ASSOCIATION. 7251. BOCA FILE BS-125 BRACED BY EITHER 3/8" (MIN.) PLYWOOD SHEATHING. 1/2' TIONS FOR METAL PLATE CONNECTED WOOD TRUSSES AP40 23 1 HI S DESIGN 15 BASED ON CLARY CONNECTOR PLATES ONLY. 81 THIS TRUSS HAS BEEN DESIGNED FOR THE LOADING SHOWN (MIN.) DRYWALL OR BRACING MEMBERS SPACED AT 16" o.c. DUALITY STANDARDS FOR TRUSSES. 3; COMIECTGR PLATES SIZES APE BASED ON AXIAL FORCES ONLY. ON THIS DRAWING. INSTALLATION AMC USE SHALL CONFORM (MAX), UNLESS NOTED OTHERWISE. 16) NO ME14BEFI OF THE 714USS MAY BE CUT OR MODIFIED IN ANY WAY, 4) CDNNECTDA PLATE SIZES ARE CALLED OUT WIDTH (ACROSS SLOTS) WITH THIS DESIGN. 12) INDICATES BEARING LOCATION. 17) SPECIAL HANDLING CARE SHOULD BE TA�EN DURING SHIPPING AND By LENGTH IALONG SLOTS) AMC I,. ORIENTATION OF THE 9) THIS DESIGN IS APPLICABLE TO SHORTER SPAN TRUSSES OF ERECTION OF TRUSSES SEE HIS-91 FOR RECOMMEt4C)ATIDNS CALL OUT IS "If 517E I LENGTH, AND CONFIGURATION, -CONFIGURATION AND LOADING SPECIFIED BY FABRICATOR -REPETITIVE MEMBER STRESSES NOT USED. -ADDITIONAL PLATING FOR HANDLING TRUSSES 15 RESPONSIBILITY OF FABRICATOR. -THIS TRUSS IS DESIGNED ONLY FOR THE LOADS SHOWN. PROVISION FOR THE PREVENTION OF PONDING MUST BE MADE AND IS NOT THE RESPONSIBILITY OF THE TRUSS FABRICATOR OR CLARY, -ANTICIPATED HORIZONTAL MOVEMENT UNDER TOTAL LOAD - 2" -FALSE BOTTOM CHORD INFORMATION FALSE BOT 12-0-0 ON RIGHT. VERTICAL SPACING-4-0-0. USE MINIMUM OF 2x4 PLATE FOR FASTENING FALSE BOT CHORD VERTICALS. USE 3x4 MIN. FOR SCARF ON FALSE BOT CHORD. TRUSS BOTTOM CHORD ABOVE FALSE BOTTOM CHORD MUST BE BRACED WITH Ix4 2-4-8 CONT. LATERAL BRACING AT O.C. MAX SPACING. RUN 3-7-8 3-10-4 4-1-12 4-0-0 -3-2-4 3-5-12 74 PLF 1-5-14 Max Height 3-4-3 230# 296# 3010 266# 2360 Its# 12 21if 3x4 3x4 en 2tI1 X 3x6 X IV In �Isl -1 12113# 9, X 96f 1040 a 3x6 r 330 1050 62# io 3'X' 11320 t132f xa 13.5144% (3.5144% 3x5 -.=:I 3.59 3 r-- 6jr5 3x4 12 12 20 PLF 3-7-8 6-2-12 4-1-12 4-0-0 6-8-0 1-4-0 24-9-0 BUILDING TYPE: Enclosed Residential CODE: Standard Building Code (SBCCI 1991) WIND SPEED: 110 mph MEAN ROOF HEIGHT: 13# TRUSS LOCATION: (Se) area UPLIFT CONNECTION REQUIRED: 7,35 # AT EACH SUPPORT. NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW SEE NOTES 10 AND 11 ABOVE FOR BRACING REQUIREMENTS. No trusses: I Maximum deflection occurred at bottom )oint #3. Maximum Live Load Deflection of .44" (7/16), Index-.535. (L/673) Maximum Total Load Deflection of .69' (11/16), Index-.559. (L/4291 RECOMMENDED CAMBER: .38" REV. 4-28-93 (WIND)Af CLARY DIVISION PLATE TYPE: D.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 24'8' SHV-6 ALPINE ENGINEERED PRODUCTS Inc V2000 2-0-0 LL TC 30 2X4 #2 N SP ENG. FOR: TRUE TRUSS INC 1001 S. GSW PKWY. BC LUMBER PROJECT: CENTEX 3703 8 & 0 DATE: 18 Dec J992 GRAND PRAIRIE. Tx 75051 5.4 DL TC 7 2X4 #2 N SP 1214) 550-3940 PLATE AREA: C-TNC7-FU9-ST_L LL BC 0 WEBS LAYOUT 10: 582 33.33 OL FIC 10 2X4 #3 SP ADDRESS: SCALE: I.EMBEA TRUSS PLATE INSTITUTE 225 h.s. TOTAL 47 EXCEPT AS MAY BE NOTED 3/F16